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WS-14-2573Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225929 Permit Number: WS -11-14-2573 Scheduled Inspection Date: January 07, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CHALLENOR, JOHN Work Classification: Window/Door Replacement Job Address: 29 NE 109 Street Miami Shores, FL 33138 - Project: <NONE> Phone Number Parcel Number 1121360040600 Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 comments REMOVE AND REPLACE 14 WINDOWS AND 4 DOORS ..... ---- INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-223798. No access, no one ZFII home Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 06, 2015 For Inspections please call: (305)762-4949 Page 34 of 46 JRW )s 13 .eaG11�EA. SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH December 30, 2014 Robert Scavuzzo Prestige Windows 5500 NW 161 Street Miami, FL Re: CHALLENOR RESIDENCE, 29 NE 109 STREET, MIAMI SHORES, FL NEW BUCK AND MULLION INSTALLATION Dear Mr. Scavuzzo: Pursuant to your request we have reviewed the buck installation for the new windows. All bucks are lx full frame/track width and PT SYP No.2. The lx bucks were attached with '/a � x 2'/a" tapcons at 16" o/c maximum. All window or door fasteners are to pass through the buck and anchor into the existing substrate. Embedment depth is measured from the edge of the substrate. The bucks at the above mentioned address adhere to these specifications and comply with the requirements set forth in the Florida Building Code 2010 HVHZ. We have also reviewed the installation of the aluminum mullions and have found the installation to be in accordance with the approved plans and the Florida Building Code 2010 HVHZ. We hope that you find this information helpful and should you have any questions please feel free to call on US. Respectfully .submitted. Specialty Engineering Consultants, Inc. Gary McDougle, PE u , `, Vice Presideht-6i`inguteering State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30'h Avenue, Suite 20 - Boynton Beach, FL 334326 - Office: 561-752-5440 - Fax: 561-752-5542 Miami Shores Village 19014 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 t �1 BUILDING Master Permit No., I " PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: " !l E 10 9 Z 7yz 'T City: Miami Shores County: Miami Dade Zia• 33161 Folio/Parcel#: 1 1- 21 36- 0 o4 -068o Is the Building Historically Designated: Yes —N O Occupancy Type: 94L Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -� bbnCy1CA, e n is Phone#: Address: IST City: Ki amy_A SIS 0State: FC. Zip: Tenant/Lessee Name: �' ,� Phone#: Email: CONTRACTOR: Company Name: "1 776-E- Wi VboLVs j , op" Phone#: 3OC420-5-9 ? 9 Address:5-3-CF0 A..IcuJ 16t S-1— City: - — City: Qualifier Name: zip: 3 3 0/ Phone#:'S—BTS— S'c?c? 9 State Certification or Registration #r: C/e 12r g Certificate of Competency #: DESIGNER: ArchitectEnginee : _(��/�lic/-.,&,U� ���/J.��S' Phon�e#e#: Address: X60 O'W /2 O �'/0� City: 9*4V IY"Itate: oc-e_ zip: 33 Value of Work for this Permit: $ .Z�i ���— Square/Linear Footage of Work: 3��• Z+ Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: r3/2� a f V .J00" s Specify color of color thru tile: `1 C j' ✓ r Submittal Fee $ OUB Permit Fee $ �_�� CCF $ CO/CC $ Scanning Fee $ '4''T Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $� Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 Signature NER or AGENT CONTRACTO The foregoing instrument was acknowledged before me this � day of 12011/ by JO/ l .dfJ4'yt�iy� who is personally known to me or who has produced The foregoing instrument was acknowledged before me this , __# qday of cNdyaoped� L '20 by n (../�S nN�d 0 W 06iiaho is personally known to as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Sign: -7� Sign:— Print: -T-, „-,..Y- T. Print: Awl n �yy_p Seal: E777�'5 D MY jr�1i Ba�ia',J t,E1 Seal: -"� My w®WIMIBSiON � EE177745 :� r . EXPIRES Burch 11. 201 !408y398-0153 Flcsi�nSdotnNSen'ice.coen ''i�h-v 153 _ r-r,):,;dn�ryaer�im.com APPROVED BY �) I I V Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) W-5 HR 37x38 Ox W-4 SH 19x38 W-3 HR 37x50 Ox D-3 W-7 GARAGE DOOR SD HR TO REMAIN 34x79 111x50 XOx I W-6 I I HR 39x38 I I Ox GARAGE ! FAMILY ROOM I D-2- SD NOV 21 14 33x81 k° KITCHEN .-••--- ---•F --••---••-- 1 i I I MASTER i BATH i CLOSET I MASTER W-2 HR 74x38 Ox EGRESS 11C2 : 16161 1i • Miami Shores Village A5PtOVED BY DATE ZONI 4G DEPT BLD I DEPT `fir SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS LIVING --ROOM W -1R HR 69x50 W-11- HR -1LHR 69x50 MULLIO NOA: 11-1031.07 SIZE: 1x21/2x51 ENTRY D-1 SD 38x82 W-8 HR 74x50 Ox D-4 SGD 106x81 XX W-9 HR 37x38 Ox W-10 CSMENT 37x50 ! BATH '• W-11 CSMENT g' BEDROOM 2 1EGRES.4. I e I 1 i I W-12 BEDROOM 1 CSMENT I 37x50 I HR 74x38 Ox EGRESS ® 8 S• :lGE • �V N 12110WS k-OORS W W W. P R je3•T j•Q 6 W0I001 D d O R. C O M .w• ••• .. . go 0 :00 000 JOHN CHALLENOR RES►�EN 29 NE 309 STREET MIAMI SHORES, FL 33161 Drawn by: Jose E Perez Permitting Coordinator 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 • SD: Single Door • HR: Horizontal Roller • CSMENT: Casement • SH: Single Hung • SGD: Sliding Glass Door N.T.S. A=1 "E i® Im �ff I. • • PROPERTY OWNER: PROPERTY ADDRESS: JOHN CHALLENOR 29 NE 109 ST MIAMI SHORES, FL 33161 WINDOW/DOOR SCHEDULE DATE: 11/18/14 OPENING DESCRIPTION OF WINDOW/DOOR UNIT TYPE PRODUCT ACCEPTANCE NO. GLASS IMPACT THICKNESS NOA PRESSURE (+) PSF (-) PSF OPENING PRESSURE (+) PSF (-) PSF OPENING SIZE MULLION REQ MULLION MULLION YIN NOA SIZE SHUTTER REQ YIN W1L HORIZONTAL ROLLER XO 11-1031.04 YES 5/16° 65 -65 37.8 -41.2 69x50 YES 11-1031.07 1x2%x51 N W1R HORIZONTAL ROLLER OX 11-1031.04 YES 5/16° 65 -65 37.8 -41.2 69x50 YES 11-1031.07 lx2%x51 N W2 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16" 65 -65 38.3 -50.1 74x38 - - - N W3 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16" 65 -65 39.5 -52.5 36x50 - - - N W4 SINGLE HUNG O 11-1115.08 YES 5/16" 75 -75 40.1 -53.6 19x38 - - - N W5 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16" 65 -65 40.1 -53.6 37x38 - - - N W6 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16' 65 -65 40 -53.5 39x38 - - - N W7 HORIZONTAL ROLLER XOX 11-1031.04 YES 5/16' 65 -65 36.5 -46.6 11lx50 - - - N W8 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16' 65 -65 37.6 -48.7 74x50 - - - N W9 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16" 65 -65 40.1 -43.4 37x38 - - - N W10 CASEMENT O 14-0506.01 YES 5/16" 74.7 -74.7 39.4 -52.3 37x50 - - - N W11 CASEMENT O 14-0506.01 YES 5/16' 74.7 -74.7 39.4 -52.3 37x50 - - - N W12 CASEMENT O 14-0506.01 YES 5/16" 74.7 -74.7 39.4 -52.3 37x50 - - - N W13 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16" 65 -65 38.3 -50.1 74x38 - - - N D1 SINGLE DOOR X 12-0706.03 YES 7/16° 90 -90 36 -41.4 38x82 - - - N D2 SINGLE DOOR X 13-0226.06 YES 7/16" 80 -80 38.4 -41.8 33x81 - - - N D3 SINGLE DOOR X 13-0226.06 YES 7/16' 80 -80 38.4 -41.8 34x79 - - - N D4 SLIDING GLASS DOOR XX 13-1121.08 YES 7/16" 60 -60 WA -44.4 106x80 - - - N • • • -� i i i i iii �• • • ; •• ••• •• • • • •• • • ••• ••• ••• ••• ••• ••• • • • • • • •• •• • • •• •• • • • : : : • • • ; JOSE E PEREZ PRESTIGE WINDOWS AND DOORS CoAentV • • • • • • • Permitting Coordinator Page 1 MEINE ' _. c. r`� FRx�NK L. �EPlrlAaoa, P.E., irJc. =P�IVaarMrlarJ Project #: 41949-41526 Project Details: CHALLENOR RESIDENCE Contractor: PRESTIGE WINDOWS AND DOORS 29 NE 109 STREET MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (6): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 16.0 ft Parapet z 3 feet? No L__ P = 0.6w General Calculation k'(q n); GCP+, Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC I): ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient ( nK): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 3.0 ft ASD Method: P = 0.6w Mar aE1ev, z (ft) (Size W x H (Inj` Zone Shutter? Area (ft2j K:Z ��n)I k'(q n); GCP+, GCp_ PreSures W1L 15 69.0 x 50.0 4 No 24.0 0.85 56.57 0.93 -1.03 +37.8/-41.2 W1R 15 69.0 x 50.0 4 No 24.0 0.85 56.57 0.93 -1.03 +37.8/-41.2 W-2 15 74.0 x 38.0 5 No 19.5 0.85 56.57 0.95 -1.30 +38.3/-50.1 W-3 15 36.0 x 50.0 5 No 12.5 0.85 56.57 0.98 -1.37 +39.5 /-52.5 W-4 15 19.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 W-5 15 37.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40. -63.6 W-6 15 39.0 x 38.0 5 No 10.3 0.85 56.57 1.00 -1,.4.0 • +40.t/-53.5 W-7 15 111.0 x 50.0 5 No 38.5 0.85 56.57 0.90 4,19 • +36:71"46.6 W-8 15 74.0 x 50.0 5 No 25.7 0.85 56.57 0.93 -i.78 • +37.6/-48.7 W-91 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1""Q • +40•f � -043.4 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Buildin Code. Results are not valid for use unless approved via original signature and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by othe Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 00000 00000 00000 000 000000 • 0000. 0000. g V 1COMlg With Raisetl Engineer • • engine rs. Thu:bover 06, 2014 Frank L. Bennardo, P:€: PE0046549 Cert Auth 9885 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 41949-41526 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM PAGE _L OF I A FRANK L SENNARDO, P.E., Ad O. INNOVAMON Project #: 41949-41526 Project Details: CHALLENOR RESIDENCE Contractor: PRESTIGE WINDOWS AND DOORS 29 NE 109 STREET MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 16.0 ft Parapet z 3 feet? No L_ I General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC I): ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient K 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 3.0 ft ASD Method: P = 0.6W Mar ;Elev, z i(ft) size...'W x H {in) done Shutter? Area; {ftZ) K,Z (Kn) g Z (p n), GCP GCP,= Pressures (psf) W10 15 37.0 x 50.0 5 No 12.8 0.85 56.57 0.98 -1.36 +39.4/-52.3 W11 15 37.0 x 50.0 5 No 12.8 0.85 56.57 0.98 -1.36 +39.4/-52.3 W12 15 37.0 x 50.0 5 No 12.8 0.85 56.57 0.98 -1.36 +39.4/-52.3 W13 15 74.0 x 38.0 5 No 19.5 0.85 56.57 0.95 -1.30 +38.3 /-50.1 D-1 15 38.0 x 82.0 4 No 21.6 0.85 56.57 0.94 -1.04 +38.0 /-41.4 D-2 15 33.0 x 81.0 4 No 18.6 0.85 56.57 0.95 -1.05 +38x4 -•41.8 D-3 15 34.0 x 79.0 4 No 18.7 0.85 56.57 0.95 - 05 • +38-4/-41.8 D-4 15 106.0 x 80.0 5 No 58.9 0.85 56.57 0.86 4.13. +35.04 f"44.4 0000 . . • . . . • NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * d(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 41949-41526 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM 060.0 0 6 00000 •66•• 6 000 0000.. • 0000. 0000 . 0000.. X170 11 With RaisEd Engineer • • •• • 6.66 ,4 � Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 PAGE (/ OF/ 71, r WMA r / hip ,g 1 At .Y 1 a _a 6-1 Y �ry gy t 4w MIAMI - DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS(PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Windows & Doors 10100 N.W. 25 Street Miami, FL 33172 MIAMI—DADE COUNTY, FLORIDA. PRODUCT CONTROL SECTION 11805 SW 26 Shvd, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidede.gov/pera/ 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 PERA-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. PERA 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:r KSentinel 120" Aluminum Horizontal, Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel.►lure. Horip 6thiiing Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the laft,fe4sion "W", dated 10/10/11, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 * Jamad Ahrd4d,'P.'E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of-Aesieptance number and expiration date by the Miami -Dade County Product Control Section. "00000 •• • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. "" ' LABELING: Each unit shall bear a permanent label with the manufacturer's name'or logo, 4",' Sthte, 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 then+ has been no change in the applicable building code negatively affecting the performance of this product. : •" .0*0 TERMINATION of this NOA will occur mer the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0510.12 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon], P. E. MIAMI RADE COUNTY NOA Ne. 1I-1*IS ; ....� �sW n Expiration Date: September 22, 20 Approval Date: January 12, 2012 1�� tit Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202--94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT1,4080- 0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) .. . . . ...... C. CALCULATIONS • • • 1. ..... Anchor verification calculations and structural analysis, complyin.pe.with FBC-2007, ...... prepared by Al-Farooq Corporation, dated 05/05/2010, signed Wo,sealed.�y javad ; • • • •; Ahmad P. E. • • (Submitted under previous NOA No. 10-0510.12) • • • • • •• • ... 2. Glazing complies with ASTM E1300--04 • • • • • • • • ; • . . . . D. QUALITY ASSURANCE • • • • • • ...... 1. Miami -Dade Department of Permitting, Environment, and . RbgVatory .4Hairs fairs ; • • • • (PERA) ..:. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 084520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expirin' on 12/11/2013. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. . STATEMENTS 1. Statement letter of conformance and compliance with the li BC -2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2007, dated May 05, 2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 3. Laboratory compliance letter for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 164510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. 900069 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 0000.0 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000.. .. .. . 000000 0000.. 6 . 9 . . 6 . 0000.. .0000. 9 .0609. .. 00000000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 TYPICAL ELEVATION 111' too FLANGE wroTH _ - -------_-_- __-__ -Du6k CwnrH tl` 26 5/8" 5 1/2` HEADISILL MTC.-5f1lFS HEAD/SILL � m HEAD/S6.L MTG.Sit(ES c-.. ...... ._.....— G ......... ...... f --- _.. _ 1 - —_'_- II ,I ii e /u ii CF. It If __. _. _._ a __. n d --- - fl IfIt N i� 11 (6� FALSE MUNTINS� _ FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/B" ADDL. ANCHORS (SURFACE APPIJED)- 32 7/8" 3T 7/8" OP'fIONAI -- O.L OPG._.... _..O.C. OPG. AT CENTER OF IJTES & MTC. w4b OP1TONµ. - - D.L. OPG. ....... 32 OPC. ----AT HEAD/SILL 36 3/8' SEE NOTE (r) ON SHEET 2 �'� �. y��\ .. VENNI WIDTH - VENT WIDTH EQUAL LEG E 110" y BUCK WIDTH ---------- -- ----- r 5 1/2"13 5/18" 10-3.6 -5 MAX. 5" MAX. yyy11T���JJJ —�^� HEAD/SILL �)2 . STILES - HEAD/SILL d lA1'G. 5nLE5 �v sq� 11TINEL _ N AI U U DIZI'I.ONTtLi, SI.CDING WIND4W ... ii Ir n 32 7/B" u n r • • • • • • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A WAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. D.L. OPO, if � II u n • • : u......... . _ u 11 MATERIALS MICLUDING nUT NOT LOWED TO STEEL/METAL SCREWS. THAT COME IN1U CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE RF•QUIRIFIADM OF THE FLORIDA RUIG. CODE SECTION 2003.8.4. ......_ ._...... _.. ___—��—:- •-limit_:::::: • • • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEEP 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDZ COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROVING WITH OTHER MIAMI -RADE COUNTY APPROVED WINDOWS USING MIAMI -RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SOLOING 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 MATLRW. SHALL BE BEYOND WALL DRESSING OR STIX`,CO. FAM MUNTWS/11 (SURFACE QPPLIE) 32 7/B" 32 Y/8".—_- •D� 0PG` • • • • • • • • • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A WAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. D.L. OPO, 36 3/B" • ��--- - VEtir•VA'Dhl-----•- • • • • • • : • • • • • : • • : MATERIALS MICLUDING nUT NOT LOWED TO STEEL/METAL SCREWS. THAT COME IN1U CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE RF•QUIRIFIADM OF THE FLORIDA RUIG. CODE SECTION 2003.8.4. ,�F; • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ADDL. ANCHORS AT CENTER OF UTES h MTG. AT HFAO/SILL SEE NOTE (-) ON SHEET 2 ruoaucrrcevr;:kD Jro aNAH:ei+N»MA a o 1{-I� pt/tc .I eI Cuut LAMINATED GLASS INSULATING 1AM. GLASS SMALL MISSILE.IMPACT LARGE Mj88lLk'.1hiPiACT Eelg.: AAV Com! (: ¢LA 14E'7i )0592 Cd N. SS36 I p s drawing no. 1I wia—is 11 iFAD/SILL�m wl r• 0 / 7 Old >d x r J ma Ix G !L z of J, ADDL. ANCHORS AT CENTER OF UTES h MTG. AT HFAO/SILL SEE NOTE (-) ON SHEET 2 ruoaucrrcevr;:kD Jro aNAH:ei+N»MA a o 1{-I� pt/tc .I eI Cuut LAMINATED GLASS INSULATING 1AM. GLASS SMALL MISSILE.IMPACT LARGE Mj88lLk'.1hiPiACT Eelg.: AAV Com! (: ¢LA 14E'7i )0592 Cd N. SS36 I p s drawing no. 1I wia—is 11 W-ILIWMI W -s TORSION LOAD CAPACITY - PSF (XO UR OK SKBs) YIANGB DIMS. DI1CX DIMS, MASS TYPES 'A'b`Af' G1AAS TYPSB '9'k'81, WIDTH MIGHT WIDTH MIGHT E%T.(+) INT.(-) DIT.(+) I W.(-) 26-1/2" 61A98 TYP1I8 'A'VAJ` GLM TYP68 'R'A'W' 25-1/2' HEIGHT 65.0 65.0 80:0 90.0_,_ 37" 26" 38" 25" ,,,,,55;0 B5.0 , 80.0 90.0 53-7/0" 52--1/8" 74" 85.0 65.0 80.0 80.0 74" 85.0 00.0 gpp 73` 38-3/8" 86.0 65.0 eo.o 90.0 20-1/2" 111" 25-7/2" 110" 65,0 65.0 B0.0 90.0 , .,. 36" 37-3/8 " 650 W.0 80_0 80.0 90.0 " -5/8' 52-1/8 " 80.0 Sao 1Q6 -1J4° 38-3/6" 73" 74' ----------- 85.0 _ 26-1/2" 88.0 85.0 .80.0 g0,p 25-1/2" 83" 65.0 65,0 80.0 90,0 81,11 81± 76.2 78.2 - &". 80.0 49-5/8" 74" .�_ ..... 1D8-1/4" 63" 10S-1/4" 62„ 65.0 B50 B0.0 90.0 .. r'.. 110` 73" 80.0 1 90.0 65.0 65.0 So- 90.0 80.0 40.0 26-1/2" 90.0 25-1/2" 37` 63" 36' B2„ BS.O B5.0 80.0 90,0 53-1/8" 52-1/8" 65.0 80,0 90.0 74"73" --65.0 __._ 60.2 80.2 ......... - 74.3 74.3 74" 83' 71 BY -- 80.0 00,0 'K DESIGN TOAD CAPACrrY - PSP (XOX SILKS) FLANGE DIALS. RUCK DIMS. Glum TYPB3 'A`k'Al' BIASI.' TYPIM WIDTH HEIGHT WIDTH HEIGHT EKT,(+) INT.(-) EKT.(A-) iwr.(-) 74' 61A98 TYP1I8 'A'VAJ` GLM TYP68 'R'A'W' 73` HEIGHT 65.0 BOA 90 0 , 108-1 4' / 26' tai -i C / •• 25 -85,0-- - -8,5.0 85.0 60.0 9UA 111" 110" 65.0 85.0 80.0 90.0 74" 80.0 73"85.0 106-1/4` 85.0 00.0 gpp 108-1/4" 38-3/8" 105-1/4" 37-3/E" _______ 855.0 85.0 80,0 90.0 111" 111` 110" 110" 650 05.0 -•.60.0 90.0•- 74" &S.0 73" ._----• 90.0 650 W.0 73" -5/8' _00.0 Vo - M49 850 850 80.0110" 80.0 Sao 1Q6 -1J4° 38-3/6" + % 80.0 74' ----------- 85.0 73". 80.0 88.0 85.0 .80.0 g0,p 106-1/4" 83" 105-1/4" 62" 81,11 81± 76.2 78.2 - 111" 80.0 110" 74" 60.0 80.0 76.4 78.4 1D8-1/4" 63" 10S-1/4" 62„ - - 80.0 90.0 111" I 110` 73" 80.0 1 90.0 ADDL. ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. F(1/2W) C1 /2W) 0/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/7. OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH �l]� 1;L. 0 .-. vJ- ----------------------------------- '(I 4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' BUCK. ODMS -_...... BUCK DIMS_._ BUCK DHAB.......---------------- H.D. .......... --�--------------------- - • - ----- . `FI.BNGE FF2AAAE Eot19l. LFS FRAME FLANGE ADAPTOR FRAME �..,.. fLANGE DIMS DRSICN LOAD CAPACrrY - PSF (XOX MMS) FLANGE DIAfS. BTICK DIMS. 61A98 TYP1I8 'A'VAJ` GLM TYP68 'R'A'W' WIDTH HEIGHT WIDTH HEIGHT DtT.(+) INT.(-) EXT.(+) I INT.(-) 74' 73" 05.0 65.0 80.0 90.0 106-1/4` 28" t05-1/4" yg• 65.0 65.0 80.0 9_0.0 111` -90.0 PSF •• 110" ---65.-......65.0__ B5.0 &S.0 _ 80.0 ._----• 90.0 74' 73" 65.0 65.0 80.0 Sao 1Q6 -1J4° 38-3/6" 105•-i/4" 37-3/8' ----------- 85.0 ----------- 65.0 80.0 - 90.0 111" 110' 65.0 65.0 80.0 90,0 74" 50-5/B" 73 49-5 8" 65.0 65.0 80.0 90.0 74" 63" 73" 62" 65,0 65.0 80.0 90.0 ----------------------------------- '(I 4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' BUCK. ODMS -_...... BUCK DIMS_._ BUCK DHAB.......---------------- H.D. .......... --�--------------------- - • - ----- . `FI.BNGE FF2AAAE Eot19l. LFS FRAME FLANGE ADAPTOR FRAME �..,.. fLANGE DIMS .... ....... . .......... ............ .... ...... . �:w PRoollc Or NEYIseD M eom1dy(ng.1th Ole F1ud" �1--"d�elvaF FLANGE OR FLANGE -•ADAPT0j ,I,R ME' EQUAL ---- LEG ---- FRAME :M. i6¢' 7'0094 ✓a 11 NOTE: g' l GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. DE'CLARA O,RY STAfEM NT DCA05 DEC -219 1 20 1[ W) �- 8 . ...... .. . .. ... .. H.D. MTC, RAIL, LIMIT MAX. LOAD TO *65.0 PSFL,�Bv- LIMIT MAX. LOAD TO 1.80.0 E4 -° • ••• ••• • i -90.0 PSF •• .... ....... . .......... ............ .... ...... . �:w PRoollc Or NEYIseD M eom1dy(ng.1th Ole F1ud" �1--"d�elvaF FLANGE OR FLANGE -•ADAPT0j ,I,R ME' EQUAL ---- LEG ---- FRAME :M. i6¢' 7'0094 ✓a 11 NOTE: g' l GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. DE'CLARA O,RY STAfEM NT DCA05 DEC -219 1 20 1[ W) �- 8 DMIGN LOAD CAPAC11PY - PSF (XO OR OX $17n) BUCK DIMS. 1 0149 WWAI'lelASS riM 'D'k*Bi' WIDTH MIGHT -T.(+) EXT.(+) EXT.(+) W.(-) 73, WIDTH 65.0 65.080.0 cxr.(+) 38" 25' 850 65.0 80.0 80.0 65.0 110" _JM ... ... 6M__ 80.0 80.0 11. 73, 650 65.0 80.0 80.0 25-1/2- 105-1/4' 65.0-- ___ 85.0 aoo 80.0 38, 37-3/8' 65.0 . . . . . . 6510 80.0 . .............. 80.0 80.0 1. 105-1/4* 65.0 65.0 80.0 73' 105-1/4 65.0 85.0 80.0 T -i 0.0 25-1/2' 110^ 85.065.0 n. 80.0 36"49-5/8" 73 65'0 85.0 80.0 --------- _ ------ 60.0- __ ..... 52-1/8' 105-1/4' 85.0 85.0 60.0 60.0 .. 110, B5.0 5.0 65.0 a , 65.0 6.5.D 80.0 80.0 L2 62' --- i-00 86.0 .52 sio 80.0 -1/1'" 7.3 � 60.2 _60_2 60.0 80.0 ............ ..­... fo (I /2W) OPEPATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' LIMIT MAX. LOAD TO 165.0 PSF Ea Li - T 11V DESIGN LOAD CAPACITY - PSF (xox Sjus) BUCK DIMS. MASS TYM WVAL'I"M TVVM 'll't'llf VAUM HEIGHT EXT.(+) INT.(-) EXT.(+) W.(-) 73, WIDTH 65.0 65.080.0 cxr.(+) 80.0 105-t/4' 25" 65_,0� ----------- 65.0 110" 80.0 65.0 65.0 80.0 80.0 73, ---- jTo 65.0 65.0 60.0 60.0 105-1/4' 37-3/8- BJ.O 65,0 ... 60,0 mo 110" 68.0 65.0 80,0 80.0 1. 105-1/4* 65.0 65.0 80.0 80.0 105-1/4 49-5/8- 65.0 650 80.0 65.0 110^ 65.0 65.0 80.0 80.0 73 65 10 55.0 65.0 80.0 80.0 105-1/4' 62- 61.8 . ­� J io-+?�80.0 .. 110, (1 ­60.0BOA , OPERATING VENTS 70 BE 1/3 OF THE WINDOW WIDTH ,XoX, BUCK DB tit .......... FIN FRAME • LIMIT MAX. LOAD TO ±80.0 PSF DESIGN LOAD CAPACITY - PSP (1/3W) (,/r) (1/3w) SIZES) BUCK DIMS, I GLASS TYPS8 'A'St-Al' CUSS I'M 'Wa'UJ' WIDTH OPERATING VENTS 70 BE 1/3 OF THE WINDOW WIDTH ,XoX, BUCK DB tit .......... FIN FRAME • LIMIT MAX. LOAD TO ±80.0 PSF - - --------- - (1/4W) (,/r,) (14W) All OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ,XOX, PRODLIC r REVISED otmplyin with the vki" A. 111= 11-IO31-0q ox Ic MWW flittle Prbdid ftoo z 9 0 z So 05510 FIN _FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300---04 GUSTS) mwomg _�a. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05---DEC--219 �/JAN 18-M rwio-1811 DESIGN LOAD CAPACITY - PSP (XOX SIZES) BUCK DIMS, I GLASS TYPS8 'A'St-Al' CUSS I'M 'Wa'UJ' WIDTH HEKWIT cxr.(+) IMT.(.-) EXTA.t.) INT.(-) 73" 65.0 65.0 80.0 80.0 105"-1/4" 25' 85,0--- ---- jTo 80.0 80.0 110' 85.0 65.0 80.0 80.0 73. 65-1) 65.0 80.0 100.0 105-1/4* 57-3/8* 85.0_ 65.0 80.0 lie 65.0 LS*8' 49-5/ $so 65 10 60.0 80.0 73, 62' I - - --------- - (1/4W) (,/r,) (14W) All OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ,XOX, PRODLIC r REVISED otmplyin with the vki" A. 111= 11-IO31-0q ox Ic MWW flittle Prbdid ftoo z 9 0 z So 05510 FIN _FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300---04 GUSTS) mwomg _�a. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05---DEC--219 �/JAN 18-M rwio-1811 O O `E9 M / W t9 � _o �.. w GLASS 4'YP.E •Ai: i i • • � 'R7' 0.70' OVERALL INSUL LAM. GLASS • • • • .•C.TY'� • • O.fO" •VETALL19 MSUL. GIM. CLASS •• ••• •• • • s •• NOTE., IN ORDER TO QUALIFY $OR SM" sMISSILE* IbIMCTo li°MING • • • • • • *Al' & EXTERIOR PLY OF GLAS.0 * '81: MUST BL' TFMPERgD. 0 -T/8`.'ANN. GLASS • •• 1/8" NFAT STREN'0 CUSS j. C Q a .075" PVD INTERLAYER 'SOIUTU' ! .075" PV8 RYER '9OLUTIA' 0 R v ` YOARNCEVA COMPOSITE BY {` ORNCEVA COMPOSItMPOSTE BY d O .000" PVB INTERLAYER A9G' PV8 INTERLAYER Q". s SAFLEX 18G BY 'SOLU7U' SAPLEX PIG BY 'SOLUTU' Q k d OR A90" SGP INTERLAYER OR .090' SGP INTERLAYER (� 3 BY 'DUPONT' BY 'OL"NP a 8 °T '- 1/8' ANN. GLASS r-.1/8" HEAT SERE" GLASS pap. � O t SILICONE z QE12SILICONE GE 1200 DOW CORNING 899 i m GE 1200 DOW CORNING 899 5 J M1 .. DOW CORNING 995 N :{ t5 M1 -' .... DOW CORNING 995 Ea 5%18" NOWIAL: CAM, MM rv� $� ai u N N� ANN. GLASS ..1/8" HEAT STREN'D GLASS m �1/8" a .075" PVS INTERLAYER .075' PVB INTERLAYER Z FI+ y 1/4" AIR SPACE- VANCEVA COMPOSITE BY 'S(XLn ' 1/4" AIR SPACE VANCEVA COMPOSITE 8Y 'SOLU7U' OR QBO" PVB INTERLAYER 'SOLUTW' OR .090" PVB INTERLAYER�jy a 7/8' ANN. GLASS .` g LEX RIG BY 1/8' HEAT 5iRENb CUSS EX flIG BY .090" SGP INTERLAYER OR .OLIO' SGP INTERLAYER 8Y 'DUPONT' 8Y 'DUPONV 1/8" ANN. GLASS - 1/8" HEAT STREN'D GLASS t SILICONE SONE c � a _ m GE 1200ORNH DOW CORDOW CORNING 995 ` ym� 4 GE 1200 III 8911 �N1 \ , �..�//` DOW CCORNING 905 }rRoomr RP•VISED bWA p , P� OA O O `E9 M / W t9 w GLASS 4'YP.E •Ai: i i • • � 'R7' 0.70' OVERALL INSUL LAM. GLASS • • • • .•C.TY'� • • O.fO" •VETALL19 MSUL. GIM. CLASS •• ••• •• • • s •• NOTE., IN ORDER TO QUALIFY $OR SM" sMISSILE* IbIMCTo li°MING • • • • • • *Al' & EXTERIOR PLY OF GLAS.0 * '81: MUST BL' TFMPERgD. 0 • •• •• . . •• .• .•. • • • • ••• • • • . • • • . • • • . • .• •. • • . •. •. ••. • • • ••• • . o—ing no. W10-18 e e a•.'. ° . .a . i • a d " ,In s Ea LVR5 5;SE V , o vi RS§F.L.A%NI GE -& FLANGE ADAPTOR DAPTOR TFRAME STY FOR SPACING w TYPICAL ANCORS 1 .. _ 1 1 ------- SEE _!_ SEE OV. FOR SPACING --ZWOOD&ICK__"OSOI MULLION& MULLION ANCHORS SEE SEPARATE NCA - I mZ�Qr oijo3ma5l?'( v I f 11 09 g g ------00 ---- --- a — 11— {� oaaas SE ELEV. SEF _.... .. FOR SPACING ORSPACINGI�S a85 94 2 3/1 raga. WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WpW. ......... MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANQ TRANSFER THEM TO THE BUILDING STRUCTURE, IYs'L_At .. MUS: SEE ELEV. FOR SPACING v� " DIA. TAPCON BY 'r1w (Fu=120 M. FYr92 HSI) .� I�. i -" ,¢Ey =165 w $ 0 2BY WODiT 9BUCKS OR (HOOD STRUCTURES 00 Ill _ — ..... _ 6.: l ... `, c� ... ....�, .-- _-- J°t-3/8 MIN. PENETRATION INTO WOOD d a I' • - - 'fHRU 18Y BUCKS INTO CONIC. OR MASONRY N WHEN USED THE MIN.2%. WOOD RUCK � j � DEPTH srlA>_ RE 236•. 1HE un oc ,.1-1/4 MIN. EMBED INTO CONIC. OR MASONRY W I x 0 I DEEPER OR BMLED WOODBUCKS IS 0 3 I � �. PERMmED. 14ECTLY INTO. CONC. OR MASONRY 2 z � .. - ---------------- -• 1 '..f/4' MIN:. EMBED INTO CONIC. OR MASONRY E. 414 SMS OR SELF ORIS! LNG SCREWS (GRADE 2 CRS) C9 p a W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090") •I INTO METAL STRUCTURES STEEL : 1/8" THIO. 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 7 4 INTO CONCRETE AND MASONRY = 2" MIN. u INTO WOOD STRUCTURE = I" MIN. _ INTO METAL STRUCTURE - 3/4" MIN. - CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. u� C-90 HOLLOW/FILLED BLOCK yAT JAMBS I'm - 2000 PSI MIN. ,§ o C` ....—_------"--""' • • • • • • '. SNRDUC I'!t$VLti@11 EN ,M><W lea1ft • • • • • • - ........-.-...__.. eomPlArM •1111 the PMr1da C7ltl - `-� ••^ • .. ... __.. IJieg n FIA PE t 7(1592 Jim U.N. '3Ss8 R � �•, .. � � _..:. • a .i .. '3 a .'i¢x Um l5 'gy i TYPICAL AN04CAS ! a • • ~ ! x . TYPICAt AstwORS Pinda1CA•fni drawing no. SEE E". 000 . •• , v • I - • �•-_ SEE EYEV. 4. W10-18 } FOR SPACING • • • •• • • • FOR SPACING 111 • .� ^ •• • • �� • (�.... nE. 5�j • •• •• • • • •• •• BUCK VADTH TYPICAL ANCHORS FOR SPACING | (�\mTExmTE | �����^� SPRING LOCK TYPICAL ANCHORS SHIM (AD V-ENTIADTH SHIMS , SEE Et". TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING METAL STRUCTURE CA WOOD BUCKS ° ° °~ ° ° ° °° °°° °= ° ~ ° °= ° 0 FLANGE ADAPTOR FRAME E097, JAWW AMM, 7 xw rowiN no. A. lay WOOD SUCKS mIAW-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPAR4TE TIM TYPICAL ANCHORS FOR SPACING | (�\mTExmTE | �����^� SPRING LOCK TYPICAL ANCHORS SHIM (AD V-ENTIADTH SHIMS , SEE Et". TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING METAL STRUCTURE CA WOOD BUCKS ° ° °~ ° ° ° °° °°° °= ° ~ ° °= ° 0 FLANGE ADAPTOR FRAME E097, JAWW AMM, 7 xw rowiN no. A. A, D " APPLY'TO BOTH FLANGE FRAME AND E097, JAWW AMM, 7 xw rowiN no. toy. WOW BUCK :. . rBol Ter_ WWD SUCK TYPICAL ANCHORS /—SEE ELFV. FOR .SPACING d " TYPICAL ANCHORS SEE ELEV. FOP. SPACING • •• • • • • ••• • y 0 \• • •,!9 • Air • • A• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F( UAIG FRAME y,.V , LE--------------- -------------- __�1 M AULLION & MULLION ANCHORS ' \ h SEE SEPARATE NOA --- - -------- j q 0� nW � V a a to TYPICAL. ANCHORS 'SEE 4 < TYPICAL ANCHORS SEE ELEV. SPAC FOR SPACING 8 t• ° - FOR SPACING • � S EQUAL EG FRAME CAN BE INSTALLED DIRECTLY-- n g INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. -_-------...._; ---- ------ _--------- W M 2-aIe" MIN. I W . N � _ ` 3 WHENUSED THE MIN. WOOD BUCK Z L lxm SHL BE 2%". THE USE OF MMI—DARE COUNTY DEEPER OR BEVELED WOWSUCKS IS APPROVED MULLION PERMITTED, & MULLION ANCHORS 11 p g ......_ ................ SEE SEPARATE NOA eLKK wmm..-_- BucK vnoTrH-- f�y- ry r--' -- SEE 8u.4. TDR SPACING o 1 gr,�.IAb10 ANMAO� e Pt R 70M:', PNODUC E REVISED !e �pMc ex -NR dw R1oYidf, �' Aae�+Meee Ne l-LO31no =•n- -- a12 wio�-.?J kLUsTMTWE DII.S. ONLY TYPICAL ANCHORS SEE Euv. FIN FRAME NOT BY ca V'M SPACING HOU SEF rLEV. FOR SPACING q INTO 28Y WOOD SUCKS OR WOOD STRUCTURES MIN. PENETRATION INTO WOOD --13ACKBED 1-1/2 Ea 6 WOOD STRUCTURC 1/4' MAX. SUCK W]1)7m 1/4 CAP CAP ZZ CAULKING it M9 HOkJSE WRAP E6 NOT By Cut BXTIERIOR NO PROMIC REVISED as Wfib 0. mrw WRAP it ILL S. Lk�- 1 VZ3oara0 °azNFOr QQQ ulN� 3i„�aMYRODUCT REVISEDFtA PE 1.70592. whh lha PloctdcC.M. • rowinc� no. •woo-1s14'EM PART � Q1)ANTTFX DRSCRIY770N MANP./88YYT.lER/RRMAlIfSJAMB®S 8083 -TB Cq EXTRUDER .ShL CGI -102 FRAME NFJ41 8063•"78 rq EXTRUDER E4 Cd -103 - MEETING RAN. 6083-T6 CGI EXTRUDER E5 CGI -104 - .........._ LOCK RAIL 6083-T6 CCI EXTRUDER _., EB -. --.. Cd -705 � HANDLE RAR• 6063-T8 CGI EXiPoJUfR -- E7 Cd _708 SASH RAIL _ BOGS -TB Cp EXTRUDER FE Cd 10) 1&�C SAAZRIO HEAR ...._. ..se•” �q..EXYR41q�. LYS GI 108 - 0.700" GLAZING BEAD � 6063 -TS Cd EXTRUDER E70 CGI -709 - FRONT FIANCE ADAPTOR 8083 -TB CCI E7CTRVDER ET7 CGI -110 - NAR FN4 ADAPTOR 6063 -TB CGI EXTRUDER E72 Cd 135 - TF FRAME JAMB W FIXED GLASS 8083 YB CGI EXTRUDER IR4� GGh 138 .. .—._.. -- .: :�_...:.._ _ Et4 Cd -738 - iF FRAME JAMB — BOBS -TB COI -EXTRUDER E15 CGIMUNl1N 8083 -TS Cq EXTRUDER -- Eta Cd -14t - 2,3_MULUON _— 806S -TB Cd EXTRUDER fi7 Cd -805 SCREEN FRAME 8085 -TS CG7 EXTRl10ER E78 Cq-174 SRL SNAP HJ 6003 -TB CCI EXTRUDER E78 (X.Y-)TS - SRL FRLER 8083-78 Cd EXTRUDER E20 CGI -118 ,....�---------_ FRAME JAMB BO83-T0 Cd FXTRVDER FZI Cd -717 - HO LOCK RAIL 8083 -TO CGI EXTRUDER E22 Cd -738 TF FRAME SILL BOBJ-T6 Cd EXTRUDER E23 OW -1179 :. : FfMfNi:fiJMiGE AIY�PTOR � - 80I�'fS 'C0f""E1CfIN'7�R .-M7,-- ----------- Cq382V --�•-�-.-- GLAZING BULB VINYL (UUROME7ER 75-80 SHORE A) PVC - M2 Cd -i i t - SCREW COVER (OP1'IONAIj_______ PVC - M3 CCI -t 12 3" O ANCHORS � EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040' BEADF GFf 200 SILICONE SILICONE. GE _, _._,--------- NS - 0.700" X 0.040' BEAD' 001Y 995 SILICONE UOW - MB - 0.700" % O.D00" BEAD DOW 899 SILICONE DOW M7 - 2/ UTE SLTTMC BLOCK _____.__.:_..... _.___. _....._.......,. EPDM - M8 - - PROTECTO WRAP WATERPROOFING OR EOIHV. - - M9 884 - ROLLER TRACK -PJC - M70 Cd -128 2PER SASH BOILER HOUSING NYLON --M71 W23201NG ----_ _ R7"E WITH CENTER TIN _ _.-.__--- WOq. UITRAFAB OR EQUIV.. M12 COh728 7 PER SASH EGRESS LOCK_------_ HUN. SUILNAN N13 Cd -131 2PER Sn3F7 HANDLE RAE. END CAP NYLON MSM M74 397--N 7 PER SASH ANltllfT BLOCK NYLON... MSM M75 - ... OPTIONAL .-_... REl1dIlATED FOAM 30 PPI M78 CGI -134 JAMB SPACER PW PROTOTYPE OR EQUN. Mt7 A307St140t-SZ 1 PER WD. CAM LACK 21NC TRUTH OR EQUA'. MTB CGI -132 2PER W0. 2" SASH STOP PVC PRC1TOlYPE M79 (XX -112 OFR. HERO _ SCREW COVER ---{'NC PROlOYYPE M20 Cq-125 2PER SASH SASH CAN (B/T BALANCE) ....._�...._..... ________._...._.__ .._��__ _MSM .. M22 -, ..,,. _---,--- .__-_ VARIES HI -FUD WEEP COVERS PVC ANkSBURY OR EOLNV OR 3 PER CORNER lG. PHL. PH. SMS. ST/5F. ASSEMBLY SCREW - - S3 - 1 t 4" EMBED. � 6 X 7 T/2" LO.. I�iL �• 3. N NC•• ••• 1•--••-v -•--- ------- S4 ._ 4 PER WD. II 8 % 1/2" PHZSMS. 5T/Si dC� itAC�ET jCR�1' • • _.....__._..._....—._. ..—......--_. __.__. 55 2PER WD. / 8 X 1' LG FH. CMS. 7R. ShRAI. B. �SSE�OLY• __.__ .—..... ...:.............. Cq-i S LOCK _. _ ..58.,_ .....-..__....... 4 OM. RAIL • ... . . . ... . . / 70 X 4" l0. PHL PN. SMS. 57/57. ASSEMq.Y NEL�INO RAIL - S9 - - 2PER ANTL9T R 70 X 8/8" l.G. PHL. PH. SMS. Si/SL ANf7LiFT SCREW -—_----------------���� • ... . . . ... . . 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • • ••• • • • ••• • - -2.4a0------ ... .. -.2.440 -------- 2.113-.......120' .. 1.015 .._� .490- .7 5 .050 TxP. 70- 050 NP. .- l� V ii f1 M •.....�.. •- 2.101 2.6A6 1.30:. 1! 1.501 1.301 A65 1 ' 0 1.550 1.980 I !`... .+fit "�. - .864 �•' I M .&fA�- Z J 02 d F • .. T,P ". .2.346 Ty,.t J .1----- --�.. . Y5 }.W7 �. .9 �- .050 ----- �t ''. f_� ! 5/16" GLAZING:.. • L/ .700" GLAZING 8EAD Q x ff - t 1RANGf. '1.156-� p". 1.015 w, FRAME `PLEAD .; t._�_.....__ //''�� - (E'J FLUSH -1.155- 1. FRAME HEAD °! 1.368 .749 MEETING RAIL - 110,NAIL FIN ADAPTER -1,406- -} .tso .050.]2 �' 0&R 1.445 !.. _:293 �.1 ¢ 5.413 a; O u y > 0 F ¢ C 0 0 1` - W LL - 1.015 ...... 1.015 •• --F- 1.140 -- F� ....- """ 1.015 F-1,788--- .065 NP. 1.220 _..__ 2,Y84 7.255 tA131l /M2 ,l FLUSH FRAME COYER \ SCREW COVER Q Z f J j i7 q.q� ._ 3.889 095 -.:ftp. 2.685 3.930 3.}85 D65 "7YP, 2.865 1.043 08D, 7Y0 (( lEs� LOCK RAfL J SILL FlLLER..__2.440._-_ 2.440-__ 47"- .S//"2.310@ RANGE FRAME SILL E�1FLUSH FRAME SILL �0ZZe.2.737--___ _1.015 - -065 1FiANOE `ADAPTOR t&X T. C2t ALT. LOCK RAIL 2.505 2.673 2,505 2.613 ♦____1892- 1.000,991- 1f .500 .991. .� Typ- 2.195 � yt .__-•--3.237-..---_ ._--.2.737------- 1.0115 C� FLMIGE FRAME JAMB (MOVING) / I,FLUSH FRAME JAMB (MOVING) C) 1A43 .• o - • s q .8tt _gti •• ••• • • HANDLE RAIL °c • • • • •1 • •• • • •.'......-. •'. 1.395 .. 2.503 - .085 TYP.. ._.. _•� 1.015 • • • • 2505 -A8� N4. • • • • • • 1.015 net: JAVAD '• PRODt1CFRFVtWD •.+�_PIF'11q,wt/9 les Florid. FIA. PF.'�./0892 }��rddi� l 'C:OLN. 3538 Ce .745 J) NO 1'� .__1.745.....• • '- i ••• -1.2�f- : •• • ••• ••• - ,�t5 -� 4 1•$ zQ)G •� et •'UIRoI drawing tio. '� Ci)/t FLANGE FRAME JAMB (FIXED) • • • • • • FLUSH FR;E J41? (FIXFJ3 • • �j ) • /�, CJ • . . SH W10-18� t _ _ . � _ . sheet i t) of - ) 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • • ••• • • • ••• • - �j W E NNS / O u1 LX X 1(52 IL o„ FRAM.F TOP CORNS Ic ml QPIBOIrQM CORNERS N CZ S W � 3O� J i' rteonur r RRvtReu g WWI w4h met `% AeKptptue t A� = m � A i' .2 00 •• ••• • • • • •• -b0<roLQ • • • • • • • • EMy: ; NV(1b Afjl.(<fj i N 00• •• • • • •• aM1�L �i RAPE l Ja592 IAN! q LV- • • • • • • �''z drawing no. • • • • • • • . :: MTR. RAI o 18 : • :. (s`heet j? of 11} • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M I �E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wWW.miamidade soWiDera/ 10100 NW 25'h 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 PERA - 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. PERK 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: "es 41110 Sentinel" Aluminum Single -Hung Window- L, MI-1,� • • • � • APPROVAL DOCUMENT: Drawing No. W1043, titled "Series 110 Sentinel Altim SR Wdw. (S.M.1.) (L.M.1.)", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prejaretl by A- at6q Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade Cot}�ty;I� ;oduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miagl pade Cgynty. Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • ; • • ; ; • • • ; • 0 so LABELING: Each unit shall bear a permanent label with the manufacturer's name o W2city, state, 000 model/series, and following statement: "Miami -Dade County Product Control Approyeda, tpless 9thergvise noted herein. :60060 RENEWAL of this NOA shall be considered after a renewal application has been filed!ang there had+mn no change in the applicable building code negatively affecting the performance of this product. • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0510.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. WMAMIS0� Col NTM Expiration Date: Septemiier 2, 15 Approval Date: January 12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled "Series 110 Sentinel Alum S.H. Wdw (S.M.I.) (L.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS I. 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 along with marked—up drawings and installation diagram of series "Sentinel" single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080--0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA# 10-05.10.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al—Farooq Corporation, dated 04/26/10 and updated:on 11/04/11, signed and sealed by Javad Ahmad, P. E. • 2. Glazing complies with ASTM E 1300-04 • • • • • • 0000.. 0000.. D. QUALITY ASSURANCE • • • • • • • 1. Miami -Dade Department of Permitting, Environment, and Reguljtbi Affai�Fs (1sERA). 0000 . 0000 0000.. E. MATERIAL CERTIFICATIONS .. , • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DoWemaurs & Cod Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiripgon oP!U17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. foi theft "Saflet Iftl Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 0 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. Manue Pe E. Product Control am er NOA No. 1 5.08 Expiration Date: September 22, 2415 Approval Date: January 12, 2012 E-1 0000.. 0000.. 0000. 0000 0000.. 000000 :00*0: CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-20.07 and FBC-2010 and of no financial interest dated 10/04/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL -0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10 -0510.14) 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NDA No. 10 -0510.11) G. OTHERS 1. Notice of Acceptance No. 104510.11, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 09/22/10 and expiring on 09/22/15. ka Manuel Pe .E. Product Control a iner NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 ...... . ...... .... . .. ..... ...... . . ..... . . . . ...... . 0000 ka Manuel Pe .E. Product Control a iner NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 FLANGE WIDTH I 477/18" O.I.A. (FlX11TF) a• ueX. IF 20!�t6" ** i y 52 1/6" BUCK WIw 47 7/TIY D.L.O. (FiX..UIC} 5 ,J2" MAX. 20 — .... .-...- ...t............ 5 tt r II `� -1 it II u : .t it G?c q It6�lit I 477/1I47 II II 7J,tS" .._. r_— wD.10.(VFNt")50 Gf/_- -HO.LOHENT) 2 c> i � e it 11 TYPICAL < -- - —�__-- _�._....__. .---- VENT WIDTlt 1 P7(�E;Fi k'1ANCTE ADAPT . _I+F� SERIES _-3 EN"INET ALUMI-NJIM_ DESIGN LOADRAl1NGS FOR THESE WINDOWS TO BE AS PER ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN PRESSURE IS . GREATER THAN > 75 :PSF SSS D �-�" FFFUUUIII y 52 1/6" BUCK WIw 47 7/TIY D.L.O. (FiX..UIC} 5 ,J2" MAX. 20 — .... .-...- ...t............ 5 tt r II `� -1 it II u : .t it G?c q It6�lit I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQIIIREI1AM OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPER�•1' TO TRAN5jl-ER • LOADS TO THE STRUCTURE. • • • • • • • • • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON 06T44, A+IARS • • • • • • • • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYONO WALT. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCRFASC IS USED IN DESIGN OF A001ORS INTO•VIMID ONLY.• • • • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCIE1Yfi�THAT •.DME INTO • • • • • CONTACT WITH OTHER OISSIMIAR MATERIALS SHALL ME£• THE REQVIREIAIsNITS • • • • • OF 2007/2010 FLORIM BLDG. CODE SECTION 2003,8.4. • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• BUCX WIDTH 47 7/16" MUNTWS D.LA. (RZ LITE) OCE APPLIED) 2016' ** 5 1/2" MAX. MAX. I u ri I ti n u J o iR N is t Z S Da ' OG + V ° fii paao O u'' ^ LLztoI GSRs j cy II i. i FALSE MUN71N5 in ^ °Y SURFACE APPLIED)—� 47 7/t6" iv � 3 NM iM6 OPTIONAL Ill .0. (VENT) so ,/a" VENT WIDTH N Zz� " Al FIN FRAME 1 LAMINATED GLASS INSULATING LAM. GLASS "� a SMALI. MISSILE IMPACT LARGE MISSILE IMPACT Emir: WA ANMAB p x .t]VII. PRNMwr REVISED T FIA'PE 70592 a�C..*'ilgwiRltheFkdit CAN.. 38 Aln`klhlg f=ade ,y� y _ AAct•4t'cXas'wa 4eu $ 8 u n �• drawing no. NO o 42U11 W10-03 477/1I47 Jat 7J,tS" .._. r_— wD.10.(VFNt")50 rc Nz -HO.LOHENT) 1/4" TYPICAL 50 1/4" _----- VENT WIDTH _�._....__. .---- VENT WIDTlt 1 P7(�E;Fi k'1ANCTE ADAPT . _I+F� SERIES _-3 EN"INET ALUMI-NJIM_ DESIGN LOADRAl1NGS FOR THESE WINDOWS TO BE AS PER ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN PRESSURE IS CHARTS SHOWN ON SHEET 2. ______....... _..... __.__....... ._.......... ----------- ----- GREATER THAN > 75 :PSF APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY �c�c APPROVED WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS CENTER ANCHOR REQUIRED WHEN IN BETWEEN. SPACING EXCEEDS 20:9/16" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQIIIREI1AM OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPER�•1' TO TRAN5jl-ER • LOADS TO THE STRUCTURE. • • • • • • • • • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON 06T44, A+IARS • • • • • • • • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYONO WALT. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCRFASC IS USED IN DESIGN OF A001ORS INTO•VIMID ONLY.• • • • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCIE1Yfi�THAT •.DME INTO • • • • • CONTACT WITH OTHER OISSIMIAR MATERIALS SHALL ME£• THE REQVIREIAIsNITS • • • • • OF 2007/2010 FLORIM BLDG. CODE SECTION 2003,8.4. • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• BUCX WIDTH 47 7/16" MUNTWS D.LA. (RZ LITE) OCE APPLIED) 2016' ** 5 1/2" MAX. MAX. I u ri I ti n u J o iR N is t Z S Da ' OG + V ° fii paao O u'' ^ LLztoI GSRs j cy II i. i FALSE MUN71N5 in ^ °Y SURFACE APPLIED)—� 47 7/t6" iv � 3 NM iM6 OPTIONAL Ill .0. (VENT) so ,/a" VENT WIDTH N Zz� " Al FIN FRAME 1 LAMINATED GLASS INSULATING LAM. GLASS "� a SMALI. MISSILE IMPACT LARGE MISSILE IMPACT Emir: WA ANMAB p x .t]VII. PRNMwr REVISED T FIA'PE 70592 a�C..*'ilgwiRltheFkdit CAN.. 38 Aln`klhlg f=ade ,y� y _ AAct•4t'cXas'wa 4eu $ 8 u n �• drawing no. NO o 42U11 W10-03 Jat rc Nz TYPICAL ELEVATION W-4 CAPAC17Y - PSP as3r ' aJ625 F -1-P-0 - s �._..o F-6.6.0 °. 1 75.0 37" 38" 37 49• 48' ...75.0 75.0 26-1/2" 25-1/2' MQUAL LITAS KIRDOVA 75.0 75A . . I UESIM WAD COMM - PW __ DUCK mm, MA.T,70P IM OIA89 WPM TWAT' OUSO TYPES '8'b'U7' IODDI HEIGHT YRIITH HEtOMf .1 OM�� EXT.(+) INT.(-) 75.0 80.0 85.0 53-1/8' S2-1/8" 52-t/B" 75.0 ...75 .._ 7$.0 --z.10-1- 70.0 .._.80.0.. 49' 85.0.. 70-t/B' 78^ 39--//4• 75.0 19-1/8" 00.0 75.0- 75.0 80.0 85.0 25-7/2^ _75.0 11 ...... 1... 75.0 75A 25-1/2" 15A -- B6A _. o 85.0 75A --75A 80.0-- --05.0 3T B3` 36• 02' 75.0 75A 80.0 85A 40" 46` 75.0 �_......._...». 75A 80.0 _........ 8S0 78" 12"38'^ X37, 1 85" (2530' 2• 64' 70.0 EQUAL LITES vas , SOA eao r, .1111..... ..-. BUCK DORS -' ......---� $" TYP. euctc Dnfs EQUAL LEG FRAME BUCK OIMS • • • • • • • • • • • FIN F�aME • • • • • • • • • BUCK OIMS -a • • • • • • • • • • • • tMGE ADAPTOR FRAME • • s • • • �•_- • flNiGE DDAS _�_ • •• •• • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4"W UNEQUAL LITES (ORIEL TYPE) PROT icr RP.VISPm 1 ^I Or: .'MAH17 D yyyy CV&As pm>:4 0(:O.1S with th4 PIOT6d5�� T FIX PE * 70Sga NAhtLt C A-N?'5538 W10 rowto-o3 �. Q 4.a1t e�tet6 9m161 (siieet2 of 9� MQUAL LITAS KIRDOVA UESIM WAD COMM - PW MAMM D M8. DUCK mm, MA.T,70P IM OIA89 WPM TWAT' OUSO TYPES '8'b'U7' IODDI HEIGHT YRIITH HEtOMf .1 OM�� EXT.(+) INT.(-) EXT -W IW.(-) 53-1/8' 70" S2-1/8" _ 75' 357/4" 75.0 75.0 80A _ 85A_ 49' 1 79" 48" 78^ 39--//4• 75.0 75.0 00.0 85.0 28-1/2' 3Y 37" 4 3' 85" 26-1/2" 32' 38" s 2" i0-6/0" 75.0 W ----.......... 53-T/2" 7b.0 ...r1/4' . ................_._...._..__. 45---t/4^ 7A0 _75.0 11 ...... 1... 75.0 75A 80,0 BOA 80A 15A -- B6A _. o 85.0 vas , SOA eao r, .1111..... ..-. BUCK DORS -' ......---� $" TYP. euctc Dnfs EQUAL LEG FRAME BUCK OIMS • • • • • • • • • • • FIN F�aME • • • • • • • • • BUCK OIMS -a • • • • • • • • • • • • tMGE ADAPTOR FRAME • • s • • • �•_- • flNiGE DDAS _�_ • •• •• • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4"W UNEQUAL LITES (ORIEL TYPE) PROT icr RP.VISPm 1 ^I Or: .'MAH17 D yyyy CV&As pm>:4 0(:O.1S with th4 PIOT6d5�� T FIX PE * 70Sga NAhtLt C A-N?'5538 W10 rowto-o3 �. Q 4.a1t e�tet6 9m161 (siieet2 of 9� -1/8" ANN. CLASS -i/8' HEAT STREN'D GLASS ,075" PVB INTERLAYER ,075" PYO INTERLAYER VANCEVA COMPOSITE. BY 'SOLUTW' VANCFVA COMPOSITE BY 'SOLUM' OR OR .090" PV8 INTERLAYER ,090" PVB INTERLAYER SAF1.E% 11<G BY 'SOLUTW' 'S4FLEX 1116 BY 'S01JfRA' GR OR .040" SGP IMERLAYF-R .090" SGP INTERLAYER 8Y 'DUPONT' LTY 'OUPONT' -1/0" ANN. GLASS 1/8" HEAT STREN'D GLASS. a gSILICONE SILICONE CE ti _ _200 r DOW t CORNING 899 DOW CORNING 899 „ M1 ^" \ / DOW CORNING 993 \ M7 /r DOW CORNING 995 1 r EB EB �__� II "LAM. ^GLASS: 5/t8" UVMALL LAM. GLASS & S.M.I.) 1/B" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" PVB INTERLAYER .075" PVO INTERLAYER 1/4" NR SPACE VANMA COMPOSITE BY 'SOLUTW' 1/4" AIR SPACE YOANCEVA COMPOSITE BY 'SOLUTW' 1 .090" PVB INTL'RLAYER .10" P 8 INTERLAYER 1/B" ANN. GLASS \6.21 aRE% IIID BY 'SOLUl1A' I/B" HFAT STREN'p GLASS SORLEX IIIG eY'SOLIITW' SGPINTERLAYER 090" SGP INTERLAYER BY 'DUPOW' BYDUPONT1/8" ANN- CLASS 1/8" HEAT STREN'O GLASS SILICONE IE'SILICONE GE 1200 Im CE 1200_ \ / DOW DOW CCORNING ORNING 995 n DOW CORDOW NING 995 w E0 �• If I� � � a E9 .. �I / w -Ol,� TYPE 'Al' GUSS TYPE 'BI' 0.70' OVERALL INSUL. LAM. GLASS 0.10" OVERALL INSUL. IAM. CLASS (L.M.1 ONLY) •• ••• • • • • • •• • •• • • • • ••• • IN ORDER TO QUALIFY FOR S f MISWR� IIP I kvft • • • EVCRIOR PLY OF GLASS S TYP 'A7' & 81' UST 8E TEMPERED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z °p ICY W G LL !as a 4ppppOpp6 � as<� 0'a � r !a��g N� n a QM zz�" Zvi �p_ o per.. _a qr: JAvaU ' Ly ,p CML PRODUCT RP.VISBO T FLA. PE • , h': 10S.p2 eselmplYh+B why Ula blmlda 8 C.A.N.N. unikling O. p E . F lie. ReW �'tp DMSA Pn/dact drawing no. T W 10-03� WOOD BUCK +I� F 4 4' L � vii IE8) I P9 SWEEP LOCK OPTIONAL TO ECRESS LOCK AT SILL FLANGE & FIANCE- AI)AI'i_'UH 1CTUItE...... � ----- TYPICAL ANCHORS 1 a n SEE ELEV. -----------------mil yg; FOR SPACING p % 1 MWAI-OADE COUNTY APPRWED t } &1 1 AWLLKM! & MULLKtta ANCt10R5 I t diiiii SEE SEPARATE NDA I O mQ tt 11 rrra, m X � O m O <o TYPICAL. ANCHORS TYPICAL ANCHORS :. p • n - .. SEE ELEV. :__ SEE ELLV, a. • m FOR SPACING FOR SPACING 1TQ� L'j; `Y 2 3/e` MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. --F MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, g x- ----"- - ------ ---- ---- ----- ---.............. .J m 2 3/8" MIN. WPICAL ANCI O - SEE ELEv. FOR SPACING y".._. - ........ I i v N 3 ---1' \ — . .-' ��• (Fu�l2O KSI. FY -92 KSI) w \` ._ (F-171 KSL Fy` �•; 2BY WOOD BUCKS OR WOOD STRUCTURES i % ;'1-3/8" MIN. PENETRATION INTO WOOD �_..... . -THRU 16Y BUCKS INTO CONC. OR MASONRY WHEN USED THE MIN. WOOD BUCK 9-1/4" MIN. EMBED INTO CONC. OR MASONRY d p M n DEPTH SHALL BE 236", THE USE OF DEEPER OR BEVELED WOOD KS IS +•"Vy�R,ECTLY INTO CONC, OR. MASONRY PERMITTED. ^1/4" MIN. EMBED MTCO CONC. OR MASONRY #14 SMS OR SELF -DRILLING SCREWS (ORAOE 2 CRS) U p X.X L -- — -- ----- -.__ INTO METAL STRUCTURES yl ! STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) vet - - ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `-- -- -� 1 114 SMS OR SELF DRILLING SCREWS ((MADE 2 CRS) -.,._-- INTO MIAMI-CADE COUNTY APPROVED MULUONS (MIN, THK. _ .0901 c (NO SHIM SPACE) u TYPICAL EDGE DISTANCE- °� D 2� INTO CONCRETE AND MASONRY = 2" MIN. Ea INTO WOOD STRUCTURE = 1" MIN. C m INTO METAL STRUCTURE - 3/4" MIN. o u • • • • • • r • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. T • • • • • • r • • C-80 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2DOD PSI MIN. • • • • • • • • • • •• 1• • • • ••• • .4-A p Y Engr: ,M ARMM1O )'ROUL'CT RIiVISb'1') ...._--•_e........•'i`•' • • • •Y. , 4 ' 'CIVN. 8nif ,C de Acith the rl rWa t 4 4 FIA: PE 70562 �a n o FayfxwC No. rlil w � " . ficyfrolteR L>.m D%s 4 r e .�:a Ay m„ •�. • (i0• • . • • • il. • 4: • , a ' \"--SEE ELEV. ANCHORs 41 M 0 Product vin -no. 9 PffcyALL�eN • • • • ------ FOR SPACING �. �� W10—O3 • • • • • • % % snit • •e +• • to • e• •• ••• • • • ••• • • 1 ! MAx �y.,V g Z._ 01$ a F.. . BUCK WITH .......... FI,�1NG� AI)APT��3 F�3A.L�t� TYPICAL ANCHORS U, SEE ELEV. i I FOR SPACING �I METAL ....._............. __ STRUCfURE1 _. TYPICAL ANCHORS_.. _ t f 1 CJ ----------- I BY.. wow BUCKS BUCK WlDiti -'--._....!3DCK_WroT..._.-.__._..... r .._.__.._....._. ............____......__� \ �� TYPICAL ANCHORS t __SEE ELEV. Iwwo: ) FDf2 SPACING 'F oVljl ...... _ --------- T_ ........... . ............ e 1 ley BUCKS FYTEItI OR v o.�......... ... ._._-...... ...... _....... _'o/A'—MAX. 1YPIM ANCHORS SEE ELEV. FOR P 5 ACING ---_..............._—............ d WCOO B K ::WOOD STRUC SEE SEPARATE NOA �y.,V g Z._ 01$ a F.. . BUCK WITH .......... FI,�1NG� AI)APT��3 F�3A.L�t� II ia mo �I i ....._............. __ A¢Il Q Q g � ii mg OF Qi t s 3 . _............... ! ••• 1 • .. .. .. . • . ... ... ... .. ... ,}IOD i' rip. SMS. • • • • • •• •• • • •• •• LA Nu ADAPTOR FRAME �y.,V g Z._ 01$ a FI,�1NG� AI)APT��3 F�3A.L�t� 8 1 ia mo �I p" V Q�Q �Mt ....._............. __ A¢Il Q Q g � ii mg OF Qi t s 3 ••• • • • ••• • • LA Nu ADAPTOR FRAME �y.,V g Z._ 01$ a FI,�1NG� AI)APT��3 F�3A.L�t� 8 1 ia mo �I p" V Q�Q �Mt ....._............. __ A¢Il Q Q g � ii mg OF Qi t s 3 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND .. _ FLANGE ADAPTOR FRAMES. ............... ........... 6 O � P Er4r. JAVAQ "AD. MLQDl1Cf RRVI.SED S a CML' sx complying with ft Flmids FLA PE yi x•502 AleId's ps NoNo ��j .t�•i' C.A.N. •?L9J5'" tJhue $ � h By _ 42011 Browing no. W1 0-03 ahaa} $ of g t � n �"• N m p n� / IC� z2 � INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND .. _ FLANGE ADAPTOR FRAMES. ............... ........... 6 O � P Er4r. JAVAQ "AD. MLQDl1Cf RRVI.SED S a CML' sx complying with ft Flmids FLA PE yi x•502 AleId's ps NoNo ��j .t�•i' C.A.N. •?L9J5'" tJhue $ � h By _ 42011 Browing no. W1 0-03 ahaa} $ of g SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SIL1. EQUAI, I,EG FRAME, �\ m NWAI-DAOE CGUNiY APPROVE6 ?r5 j a 1 ARAUON R MULLION ANCHORS 1 SEE SEPARATE NCA t1 TYPICAL ANCHORS SEE ELEY. FOR SPACING 1/4' MAX. BUCK WIDTH .__Sf1B,15 -_- v .. —.....-- - .............. E3 l�J EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. TYPICAL ANCHORS iBY - �fOR WOODBUCK ' WOOD14 SPACING- PACING t r-- SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SIL1. EQUAI, I,EG FRAME, �\ m NWAI-DAOE CGUNiY APPROVE6 ?r5 j a 1 ARAUON R MULLION ANCHORS 1 SEE SEPARATE NCA t1 TYPICAL ANCHORS SEE ELEY. FOR SPACING 1/4' MAX. BUCK WIDTH .__Sf1B,15 -_- v .. —.....-- - .............. E3 l�J EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING �' ,Ori2Q11 N jOy T a n drawingno W10— 03 i • • • • • • • • • • • •• •• • • • •• •• ••• • • �_---2 3/8" MIN. r-- WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE W. THE USE OF • • • DPV4 OR W-60OWBUCKS IS • m. • PERMTpED. •.• G . . _s .._........_ ...... •• •• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING �' ,Ori2Q11 N jOy T a n drawingno W10— 03 i • • • • • • • • • • • •• •• • • • •• •• ••• • • TYPICAL ANC -MRS EXT OR INT. FOR iFWING w ii HOUSE WRAP NOT BY COA -A— -R, SEE ELEV. FOR SPACING IWO 2BY WOOD SUCKS OR WOOD STRUCTURES BACKBED 1-1/4" MIN. PENETRATION INTO WOOD CAULKING SS SWEEP LOCK ORTIONAL ID 2! 01 EGRESS LOCK to AT SML '0 GAP —6W- - F-7- ---- - ---------------- HOUSE WRAP NOT BY CGI CAUL KING TRr FLA. 14wida ??OUSE WRAP Ildl ro C. AR njS de NOT 13Y CIA No rs Lr.ORe. W10-03 CGI -100 FRAME HEAD W63 -Te �.FRWE SILL W03 -T6 6063-T6 - AJ� 6063-75 HANDLE RAIL 0. CGI -106 2 SASHRAIL (30 3-715 M-108 AS REQ0. 0.700- GLAZING W63-175 11 CGI -110 AS NEW NAIL FIN ADAPTOR 6063-rl Aim I FLANGE FRAME SILL W63v-TfI M3 CGI- 112 AS REDD. EQUAL LEG COVER/SHIM, 3' LONG AT ANCtiOR LOCATIONS PVC, REOD. P" Wm CENTER FIN WOOL ULTRAFAS OR EOUN. -------------- MIS MON M&M OGI-i2S 2/ WOW. SASH 6WM -(13/i aALANCE) _W(E OUT CUP 851 3R EOUIV.' NYLON AMESBURY OR ECKW S4 sus. 0.: CIVIL Fitz .0 : t. L4 moil; °° ° ° °° ° °° ~ ° f .;, 745 ....1' --2.505 _' � 1 a , all 4.245.45 _-.. . ___ ___-_____-------- 1 �D 1.680 , �I { ro Q f 1 .. '.: E . _ _Typ .PL .. 1.013 "s@" AAk HEAD 0 _ .085 TYP. - 1.013 `E9 FLUSH FRAME HEAD oso f 7.395 E11 NAIL FIN ADAPTER / ( % <%� A VENT TOP CORNER it 9 1 .1 a� � U. 3.875 1.583_.. . _.._........ 085, TYP. 1.429 1 --_1.533- 083 TYP. 3.175 1.007 .745 {fI .. . _.. tt �_...._ 1.420 _..9..._. --- .500 I Ea MEETING RAIL FRAME TOP CORNER /S Ni� % &�� -i• / i ..�/ h S2 g r N N 3 N M Q r1 z $ 3 , Z ---2.505..... `E2, FLUSH FRAME SILL •-2503-- FLANGE FRAME SILL 1.220 1. 043 ._...... - 1.738 065 _ .500 --1.301 ____ 1.307- F.063 2.440 .. .-•�{1 1.015 . 085 2.440 1----- 4 i� 5 TIP. 1.015 - CE:S� LOCK RAIL f t /� I ! FRAME B07iOM CORNER VENT BOTTOM CORNER ^ Off_ o _ O [[�� E3 FLUSH FRAME JAMB C1r ..-_-...... . 2.848.__... FIANCE FRAME JAMB t q�R''"'71� .085Y 1.043 L_nj _ T 1.015 i �_ I 2) i o .490- .- 7019 _ 1.050 TYP. .120 _ •7__. •050 TYP. - /� • o 5/IB"'GkAZiNG Mi.)CL • • • • • • .700" G ING LEAD • • \ HAND RAIL ' AIIMVT PRODUCT RRO Ei g,: J VISN .l,gr�0-_. � 70Mas axlydying �YiBi fire Fkrida F" .. }.-.160 C.3%. 3316 Acufppstw FW 7-- ----{ rofion Date 15 .950 .050 1___ ... ~ • • • • • • • • • • • • • • • ,••r,�y • • • • • • • • • •- •74°.• 1.025 1.015 .•OB•5 L c i Y Y •e _ --1.395 -�: 1• .050-f .. ....� • • • • • • • ...t.a4>i • • • • �__ .293 .060 -f•. ....�. .065 ---..413 --� : • • • • } ` • • • L? FLUSH FRAME COVER W1 SCRLw DOVER•• • r)j• SASH RaAI. •• C�� FIANGE ADAPTOR sNeot.g o}_g� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M� MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) wyny.miamidade.eovteconemv 1010115 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 Prodget 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: '" i -*2 0 > t Alunti utrl • • • : • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Aluminum 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 I dote414425/14i prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the to mi Dade County Product Control Section Revision stamp with the Notice of Acceptance number and•Cxpitgtion dite•by She Miami -Dade County Product Control Section. 0000 0 0 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant• • • • : • 0 0: .0 00 LABELING: Each unit shall bear a permanent label with the manufacturer's name0ar.logo, city, estate, model/series, and following statement: "Miami -Dade County Product Control Apprevedt', unless otherwise • noted herein. � � •0000• 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. 0000 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 o� any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall,be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.14 and consists of this page 1 and evidence pages E-1, E-2 and 'E-3, -as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. A No. 14-05fl6. Expiration Date: October 26, 201 Approval Date: June 26, 2014 Page 1 0000.. 0000.. 0000.. 0x000 0000. 000000 0 • 000000 000000 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series -238 Aluminum 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 I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 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 Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading per'1$1C„6TAS 202-$4 3) Water Resistance Test, per FBC, TAS 202-94...... :*6066 4) Large Missile Impact Test per FBC, TAS 201-94: • • • 5) Cyclic Wind Pressure Loading per FBC, TASM-9,4 ; •, •, 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 ' along with marked -up drawings and installation diagram of a4 Pjj�nnuni;m'rnent window, prepared by American Test Lab of South Florida, I".. TCst Report No. ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by HeAy 11aftem, RE. . (Submitted under previous NOA # 12-1220.14) ; , • , • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •' 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-694 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) M uuer z, P.E. Product Con of E miner NOA lg -0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cONTuvulD) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 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) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 263-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. RTL -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. (Submitted under NOA Is # 96-0417.03 and # 01-1002.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94. 3) Water Resistance Test, per FBC, TAS 202-94 :...:. 4) Large Missile Impact Test per FBC, TAS 201940 • • 5) Cyclic Wind Pressure Loading per FBC, TAS.;Q .94 ; • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and T.4=02-94 along with marked -up drawings and installation diagram of an•akiminum-easement window, prepared by Fenestration Testing Laboratory, Inc., T;A-Fl ports _k .-Fh, 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Ya` n.*Kuri,.T..E.:. (Submitted under NOA # 96-0417.03) • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyimNviii FBC-1819, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad • • Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Pe X. Product Control 4xamlier NO No. 14&%4.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 DWI CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Safles and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11A8. 3. Notice of Acceptance No. 12-123 1.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5te Edition (2014), dated April 11, 2014, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. 3. Laboratory compliance letters for Test Reports No. HT1,0080-0301-07 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 Vine J • Abraham P.E. :90000 (Submitted under NOA # 08-1010.02) ' 4. Laboratory compliances letters for Test Reports No. HETI-08-2MIL;;: 0 HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by HpWrpane • . • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all sighed add sealed' y Candido F. Font, P.E. 000000 • ...... (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., 4ated.03/06/ 6 ttnel- 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) G. OTHERS 1. Notice of Acceptance No. 12-1220.14, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 03/21/13 and expiring on 10/26/18. y6o Manuel Per , E. Product Control a ner . NOA No. I 0 6.01 Expiration Date: October26,2018 Approval Date: June 26, 2014 E-3 1 7 _ THESE f:SHUTT SUPrAC1j ............. ..... FAC SE EIPTI13M fl \ ii 11 INSTRUCTIONS • USE CHARTS AS FOLLOWS, . _' • �P 1 DETERMINE DESIGN WIND LOAD MMWEI, I*A�90 • • • • • • • • • • • • • • • • ••,_} s • NU ��;• pi RE CT:R TNEEFk DESIGNEDAND TESTED COTE INCLUDING HIGH WITHTHE ITY ON WINO VEIOGIY. SLOG. HEIGHT, WARD NNE': ♦ • USING APPLICABLE ASCE 7 STANDARD. ,. • ♦ • • • • • • • • • •—'` _ WINDOW, 1YID1T1.......... TYPICAL ELEMTION (FLANGE FRAME) MULTI POINT LOCK BY 'tNTERLOGC ALT- TO CAN LOCKS NAIL WOVM. I.O.IC HEIGHT POMRSI ....38"_ 2 R4 5 m4 ....- ----------------- WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT RS ARE NOT REQUIRED, f FOR MULLION/MULTIPLE UNITS, REFER TO ! SEPARATE CGI MULLION N.O.A. t! Eng'., jAYACANV.AD TSOOUCTTLEVISLO OMl as ✓mrylyfag qiW the Ftaida FIX 8 M,82 Doq:T-nru C'a�Te aA.N. a;a hccclNnnw No,�,�+ x9<Af:. 2044 _ 6ti9'!t. '' - Mlmni,-flvle lruG1YM Cvn}MS'`• 1 A N V m N O 0 O 3n.44M 0 '� n 2 Zz r � drovring no. W98 -10C 7 _ THESE f:SHUTT INSTRUCTIONS • USE CHARTS AS FOLLOWS, . _' • �P 1 DETERMINE DESIGN WIND LOAD MMWEI, I*A�90 • • • • • • • • • • • • • • • • ••,_} s • NU ��;• pi RE CT:R TNEEFk DESIGNEDAND TESTED COTE INCLUDING HIGH WITHTHE ITY ON WINO VEIOGIY. SLOG. HEIGHT, WARD NNE': ♦ • USING APPLICABLE ASCE 7 STANDARD. ,. • ♦ • • • • • • • • • •—'` E)• STEe 2 SEE CHARTS ON SHEYRi 3 AND 4 FOR DESIGN LOAD SVCOD'HLJON'S BY'OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER CAPAT.ITY OF DESIRED CLASS SQE/TY'PE. LOADS TO THE STRUCTURE. USMM CHART ON SHEF_T 8 SETECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS .STEP WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED• • • • • ♦ • • • • EMBIVIVEWT T04WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IN STEP I AOOVE.• • • • • • • • ANCHO 0 OR5..OAOING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON ♦ • • • • • VOT P OF IBIS APPROYAI. SHEET 7 TO DETERMINE CAPACITY. • • • • • • • A LOAF •URATt♦P• INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FROM STEPS 7, 3 AND 4 • • TEP 5 THE LOWEST YAWS TIRE SYSTEM. SHALL APPLY AL ENTIRE SYSTEM. • ALL S�iMS TO UG HIGH IMPACT, NON—METALLIC AND NON—COMPRESSISLE. TYPICAL ELEMTION (FLANGE FRAME) MULTI POINT LOCK BY 'tNTERLOGC ALT- TO CAN LOCKS NAIL WOVM. I.O.IC HEIGHT POMRSI ....38"_ 2 R4 5 m4 ....- ----------------- WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT RS ARE NOT REQUIRED, f FOR MULLION/MULTIPLE UNITS, REFER TO ! SEPARATE CGI MULLION N.O.A. t! Eng'., jAYACANV.AD TSOOUCTTLEVISLO OMl as ✓mrylyfag qiW the Ftaida FIX 8 M,82 Doq:T-nru C'a�Te aA.N. a;a hccclNnnw No,�,�+ x9<Af:. 2044 _ 6ti9'!t. '' - Mlmni,-flvle lruG1YM Cvn}MS'`• 1 A N V m N O 0 O 3n.44M 0 '� n 2 Zz r � drovring no. W98 -10C (C.`) SNUHDER EXTERIOR O V4 w w �UPl:�il�i3ji� � • � � 1_ • � " •lllMlqllWl- 9113MIllst _. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. Nrs MAXIM MULTI POINT LOCK 'TRUTH' ALT. To CAM Locxs hIA7L 1Y01Y. LOCK _ HEIGFR POINTS 63^ 3 8 • • 17 1 • V• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ..._....VENT_ K5Y-T 11 �: .I N \ tr— a u .......... :1 .. 8 �! AT HEA11�51� TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI PONT LOCI( UY 'INTERLOCK' ALT. TO CAM. LOCKS MAX. K'OW. LOC( HEIGHT POINTS ....3..........2 — . . ....5.. ........3... 74' 4 Enor. MAD AFIMAD Pli(}7UCT REVI.SM III& ;a u npiyll g.vith the world.FLA. FTA PE f 70594 Uuilu'•,g code _' CAN. E]tVTlAildl TAAe 0, 3' {rKyt 9 O 2 0 tlgim*t)wlc P""t La""drawing no. z � Na C. TYP. ERS O T Q O�;a FACE APPLIED SE MUNTINS MULTI PONT LOCI( UY 'INTERLOCK' ALT. TO CAM. LOCKS MAX. K'OW. LOC( HEIGHT POINTS ....3..........2 — . . ....5.. ........3... 74' 4 Enor. MAD AFIMAD Pli(}7UCT REVI.SM III& ;a u npiyll g.vith the world.FLA. FTA PE f 70594 Uuilu'•,g code _' CAN. E]tVTlAildl TAAe 0, 3' {rKyt 9 O 2 0 tlgim*t)wlc P""t La""drawing no. ALL nlAMC AND VERY CORNER$ TO BE SEALED W17H CE rJtPRUF OR EOUV. J3. 4627 1 L-... CORNER KEY so IT= SL STEEL 'A *6 000 00 0 00 1.000 (4) CORNER KEY 087 THICK ALWAINUIA Aflo (� EQUAL LEG FRAME ....1.757.". � -090 T*YP. z ff IA3" 0 IL 0 1731 1 -A90TV .720 .......... IA38 - .....----------- CJ m ;LASS) to 090 Yp- 1,975 C.4 KT 320 0 n 143a 0 �: z 2E (2� VC14T (7116- LAM. CWS) 45 ,754 ------- f .383 y t .820 617 CGI -375: OGEE GLAZING STOP 808 --0 .617H 03A, CGI -396: SQUARE GLAZING STOP AD PRODUCT REVISED 42 -,plyinv .4111 um Florida av Ad°fjiowi. no. "T.0 201 jw —10 011 qv,%wTm 4 ...... .......... ............. IA4 ..................... ........X83 EQUAL LEG FRAME . . .................. F,: In $08J T6 ............ 7p ......... ............. °1Eaui7 - - - — - - ---------- . . . .. . ... .......... ..... ... . 26 CGI 381 4 IN,LAM. CLASS) - -- - ------------ ------- C063 TG INDALFX OR Eom - — 4...-. ------- .... I I-- ------ - - - YEFtf Te AM - . 6063 TB NDALEX . ........................... ........................ .......... OGEE CL42ING eal) 6083 -TS "Wex OR EOUN. 3A CGI. -3g5 4 ---------------- ...... SQUARE GLAZING BEAD ------------- -- ♦ ---------------- ------ ..... ................. .............. .............................. ............... S . . ....... . RNER KEY ST. STEEL - FRAME WATHEf-%RVSNG 8 ...... AP -429 ..... A; t -S REOD. SCIAECEL AVIUM ....... 7 I 43250-K-190 ;�'RE-W- . VENT WEATHEfWRffftAO .. ... .... SWLEG EL 0- LON --- 35-10-W-101 — -V&j7- 2/ --- AT TOP AND BOTTOM STEEL TRUTH. ATTACHED V// (6) f8 X 318- SS SMS B ............ . 24-13-00-2Q2/ . . lUl ...................... ................................. ..... - ACC MOUNT LOCK . ... . ................. ...... . .... .. ... ..... . STEEL .............. . . I TRUTH, ATTACHED Vt/ -l------.--.�— -,�! ............... ?"9A 3/ vENT . . .. .................. . .............. MULTI PONT LACK- TRUTH -- !� - -------------- -- - ----- - ------ NTEmocK 1 ------ I a -------------------------------- -- -LO "ICK LOCK FRAME ----- - W-- - ---- ACHFO )-fl* X.3x S5 SMS I — ----- ------ ----------- ............ ----------------------------- ----------- ... .................... ....... Illk OFEM70R WDONAL) 12 OPERATOR TRACK STEEL TRUTH, ATTACHED W1 (2) JS X 3/r SS SMS 13 im CM�[ ------------------------- -iR AND Al� ------------ ------------------------------------------------------ #10 x I -Ile ss SMS ....1.757.". � -090 T*YP. z ff IA3" 0 IL 0 1731 1 -A90TV .720 .......... IA38 - .....----------- CJ m ;LASS) to 090 Yp- 1,975 C.4 KT 320 0 n 143a 0 �: z 2E (2� VC14T (7116- LAM. CWS) 45 ,754 ------- f .383 y t .820 617 CGI -375: OGEE GLAZING STOP 808 --0 .617H 03A, CGI -396: SQUARE GLAZING STOP AD PRODUCT REVISED 42 -,plyinv .4111 um Florida av Ad°fjiowi. no. "T.0 201 jw —10 011 FRAME CORNER ....1.757.". � -090 T*YP. z ff IA3" 0 IL 0 1731 1 -A90TV .720 .......... IA38 - .....----------- CJ m ;LASS) to 090 Yp- 1,975 C.4 KT 320 0 n 143a 0 �: z 2E (2� VC14T (7116- LAM. CWS) 45 ,754 ------- f .383 y t .820 617 CGI -375: OGEE GLAZING STOP 808 --0 .617H 03A, CGI -396: SQUARE GLAZING STOP AD PRODUCT REVISED 42 -,plyinv .4111 um Florida av Ad°fjiowi. no. "T.0 201 jw —10 011 .-1 --3/16" ANN. GLASS 3/18* 4EAT STREN'O GLASS 090" Svthtx Geor And Color Gloss {FS /8" ANN. LASS .090' Sall- Clear And Color Glass �/ " U 13y-Eastmon Chemlcaf Co.' By 'Eastmvn Chemical Co: • ,� .090' trtwlayor ,075 SaDex CP Ylth PET Coro .0"!5" Salto. CP With PET Cors �Sotbx Glour And Cdar GIOes INTERUYERS 0000 ••84TERUYERS- -- By 'Cool- Chemical Co.' " RY F.oetmon Chomi'd Co: By 'Eastnwn Chemtcol Co.' .090" DuPont SenlryGlas -- - - ,090' OuPont SentryGlos 'j \ 1/8" ANN. MUSS ' - - _-- By •F.1. DuPont Do Nemours 8c Co., Inc.' -- Dy 'GI. OuPort De Nemours Co., lnc: Q J 1 �-3/16' ANN. GLASS 3 3 .3/16" HEAT STREN'O CLASS SQUAW BEAD F' i7dj. 1 s V 1 OPTIONAL - o•' '` SILICONE 1 \ N i \\ ALL CLASS TYPES "D01�2� ., 1 SILICONE i t SILICONE i t \ Q � i• c�',, 1 GE-lc'90 / 9011099 1 1 6E-1200 fS. ' ' �' DOW 8" ' 1' 10 OW 849 •4. p r L0 IL 6/18" NOAIINAI. 7/18" NOMINA). 7/16" NOMINAL CLASS TYPE '2' CLASS TYPE, 'S' CLASS TYPE 16' YP,RfQRR1ANCB VALUES OF IMPACT RESISTANT WINDOWS NO 3HOffER3 ItcoulRM PERFORMANCE VALURS OF IMPACT RRSf.STANT WINDOWS NO 571N1IER5 RE0IXR70NO PERFORMANCE VALUES OF IMPACT RESISTANT WINOOVS SNtifEn • NM TO S"005 $ Y$M 7 MR RrMAMAMIt OCf4LS AEEEA TO SHEETS 6 THbl 7 1'017 MSIALIATXRI OETMS S REO•REO am TO SHEETS 5 TWO 7 FOR R/STALUIM DETNLS • • W114DOR DIMS. GLASS TYPE -2-- GLASS TYPE 'O' CLASS TYPE '8' WINDOW DIMS. CLASS TYPE 9. 01499 TYf'R '9' Grim TYPE 'e' WINDOW DIMS, p1A53 TYPE '2' GLASS TYPE '8' GiA39 TYPE '6' •• • • • •• WtDT71 HEIGHT EXT. (+} INT. (-) El(Y, (+) 1Nt. (-) EV. (+) IM". (-) Yf61tH NOGM EM. (+) INT. (-) EX7. (+) 1NT.(-) EM. (41 INT. (-) WID1H-I NEN6it 1x5.1 (+) lkl. (-) . (+ 1NT. ) EM (- Exf. (+) INi. 2G' t T10.O 794.3 110.0 �_._._ 195.0 110.0 1111. 196.0 111___1... ZO" 86.7 86.7 _11__1__1 .. ..................... 110.0 198.0 ..................... 1f0.b 195.0 f9 -1/e" 170.0 195.0 110.0 195.0 110.0 195.0 a 24' E 110.0 ________ 161.0 _________ 110.0 __________ 193,0-_- 110_0 195.0 26' 73.6 734 110.0 120.0 110.0 _ 120.0 26-//2 110.0 793.0 ._.....___. -----___...._..__._ 170.0 195.0 1104 195,0 '•� 28" 1 1110.0 {70.0 ...................... 138.8 110.0 ...1111_ 195.0 __1___111 I1DA __. ____ 195.0 29' ...............___.,.........-,....._............_..._..._....26" 64.2 64.2 110.0 120.0 110.0 720.0 37' 170.0 145.0 >/0.0 195.0 110.0 195.0 ? n ; 90.8 60.6 TH10 120.0 110.0 12(1.0 110.0 128.1 110.0 195,0 110,0 195.0 30' 36' 129.5 110.0 195.0 110.0 195.0 30' GS' 42' N 1 32' ! 110A 121.4 710.0 f95.0 110.0 785.D a 32" 57.5 87.5 1M.0 120.0 110.0 120.0 19-1/8" tima 790.6 _..` 110.0 195.0 _.. 110.0 195.0 710.0 110.0 743.0 196.0 110.0 ITO.0 103.0 170.0 1111. 3G' 40" 107.9 97,1 .___ 107.9 97.1 38• 40' - - 60.0 60.0 60.0 60.0 60.0 20-1/2' 37, 170.0 737.5 9B_5 98.5 110.0 185.0 t10.0 194.5 110.0 1t0.0 .-!95-0 t26.0 O - - 60,0 60.0 60.0 42' 20' 86.6 68.4 710.0 195.0 If0.0 120.0 42" --___.._ 88.3 86.8 ..................... 110.0 52b.0 .............-_- 110.0 120.0 c7 92.5 92.3 119.0 120.0 69.0 60.0 20' 24 ft 0.0 110.0 I6 8.3 1]89 1:.-_ 155.0 It0.0 __195.0 24' 36.1 66.1 .......... 1111.. 110.0 120.0 .._ 770.0 120.0 19-7/8` 110.0 1445 ..... 110.0 193.0 1111 . ..................... 150.0 . 195.0 � tt 01 - 28' ...................... 110.0 118.9 I'li"! 195.0 ......... 110.0 195.0 - 28' 1 7�" 48.9 48.9 ........_ ItOA 120.0 _-_-_....'1................. 110.0 120.0 .......... 2G -1/.Y a /8 997 104.3 1104 19_5,0 170.0 185.0 •{20.0 .�7 ............ 1. 195.0 110.0 ...._.....__. 195.0 30" 4B.0 46.0, .... .....111.1 -_110.0 770,0 .... 110.0 120.0 r, ;T�4' `-:^ '' ? 110.0 720.0 I1Q0 .....'---30' 65.8 65R 110.0 120.0 710.0 42, 110.0 I1t.R 195,0 110.0 145.0 32' 43.6 43.6 110.0 120.0 510.0 I 720.0 42 120.0 Z 104.1 104,1 110.0 .......... 183.0 .. ...11__1 110.0 1.......... 120.0 ........... 36 - - 60.0 60.0 80.0 804 70-1/8" 98.7 104.2 1111.-__.._ _ 04.2 _ 170.0 193,0 �_ 710.0 _._______ 185.0 __________. 32' - 36' b' 925 925 110.0 - f 20.0 t 10.0 _............. 120.0 .... -_ 32' 38" y6• - - ...................................... - - 604 60.0 _. _._ 60A 60.0 80.0 1111._-,-1 60.0 1 69.0 80.0 26-1 /2' 37" 63" 74.9 779 ................................................ 60.0 60.0 110.0 120.0 720.0 110.0 120.0 O o 83.3 .............. 83.3 15.0.0 .....120........10.0. 120.. 110.0 5.2' ZO' 624 52.0 170.0 120.0 110.0 120.0 4r __.-_ _.._____'• - - It0.0 817.0 800 750.0 60.0 120.0 80.0 , y �-- V •-------0000-- 70.3 79.3 I 1 OA 120.0 110.0 60.0 20' 24' 710.0 143.7 It0.0 193.0 110.0 193.0 2B 28" 78" .............4 ..... 43.8 43.8 38. t_----- 1111..._-_ ••____... 110.0 120.0 120..0 15.0.0 5.10.0 120.0 72D.0 19-1 8' 28-!/2 " 74-1/4" 83,0 83.0 48.8 110.0 795,0 1100 1200 110.0_ }!00_ 20.0_ - (1,111 -V1 -j---- 110.0 121.4 110.0 783.0 170.0 _ 195.0 28' 30' 1 _0' ------_ - - - -110.0 110.0 170.0 60.0 80.0 �_.._.._ W. _46.6 ---------- - ----------------- ------�-- ----�--- 394 59.8 -�--- 58.8 7200 - 59.6 E 103.8 ..._.__.__ 9 104.1 _1111___. 110.0 _.......... 185.0 ....50 110.0 .......0 720.0 ..120.0-.. _ 48 ....... _...... _1111.__.._ 11_11.._ 91.1 91.1 110.0 120.0 I10.D 120.0 20' 41.5 415 110.0 120.0 UOA 15.0.0 -170.0 32' 211 36" 40" 80.8 729 .......... 80.9 77.8 ...94........................, I10.0 IfOA 120.0 120.0 710.0 .. 110.0 .. 120.0_ 120.0 .......:.. 24' 34.9 54.8 110.0 720.6 170.E ,' `�' O * LIMIT MAX. LOADS TO 171.0 PSF -_________ ------______ --- --- - W WHEN MUM POINT LOCK BY 'INF.IRIACI< © 28' 84' - - 110.0 120.0 545 545 ---__._.. S USED a c . - 42' 69.4 89.4 110.0 120.D io-0 b0.0 80.0 30' - - 512 51.2 51.2 SL2 1 � � � � � � � � � �- 1111....0..........1.........4.1..._ 0.010. � I ` 20' Z4" t 10.0 ....8 ..... 86.0 1285 ........... 1079 7 tO-O--- i TOA - 195.0 195.0 1104 110-- 193,0 ..__._._._ 32" - 48.3 48.3 46.3 46.J #>k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET t g _____._._ 1 111 .... ........... .. G. za' 882 925 116.a 120.0 0 170.0 0.11. 120.9 94.4 96.3 110.0 -- 120.0 - -' 110.0 --- 120.0 y 30' NOTE: • • • • • • • • GLASS CAPACITIES ON THIS SHEET O O1 ¢ Q 32' 90.9 90.9 110.0 12ao., 1202 ARE t • • • • • • • 36' 71.9_...774 110.0 120.0 ,.11a� 110115. 120.0 BASED ON ASTM E130D-09 (3 SEC. GUSTS) • •• • • • • • 40" 649 61.8 IfOA .' . 120.0 710.0 120.0 AND FLORIDA BUILDING COMMISSION •• _........._:'c S 92' .•61.7 81.7 _ • ,•710.0 ..�20.0-- --�--�� •• ••0111 B0. • • • DECLARATORY STATEMENT OCA05-OEC-25.9 0 '1 • • • • • • • • E •••JAVdD NiA1bar "9" P'd01DUC1'RF.VISb'0 1 20' 9tl_tl 112.8 410.0 195.0 110.0 195.0 24' - 65.6 -- ---95.4--- - 110.0 -- --105.0 - _...._.._ --110.0-- .................... _ --120.0 CIVIL M. PE i 74q592 r.� M.Plyl-a with tho Ft0ffd5 C.A.71. 35:10 I1Hitding CWa 4 76.7.-- 73.2 _ 83.3 77.7 __- -110.0 110.0 18' 30' 1 120.0 ---00 120.0 10.0 1- 0011. III= 120.0 AA.• • • • • • • • • • • • • 32' R0„ • • • • 70.2 72.8 110.0 120.0 38' NiTE: • • • BY t''5.'✓itl.=1.-y^ 9ry st q �. gy�t FroMsI C17u1m1 --'; ... f 1 ; : -.:- ,�` ---- drowirlg.., np. 649 68.8 5.10.0 120.0 610.E 1�,0 40' _ - 60.6 VD 6a _ e! f • ' I/IZ�LIIRITS • • - J:� bU MlH91'T1vdc = � W98-100 4r - - 9016 .0 6o.D So. 0 6�0 + . . -112 �• 16.34 SO. F. +1 10.00 1 0.0, -195. PSI = 06, SO. FT, sflset dot • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `••S/8" TEMP. GLASS 1/8" TEMP. GLASS \\\\ AIR SPACE _ - -090' Sallee Gear And Color Close AIR SPACE .090' Soff x Clear And Color of... r BY 'FA9Imae Chemknl Co.' r Fly 'Eaelman Chemtcof Co.' -1/8" ANN. GLASS E 1/8" TEMP. GLASS 075" stm Ch VAIN PET Core 015' suns CP With PCC Cora _. INTERLAYERS .r.-...... r: .. INTERIAYERS.-•-.... By '_astman Chemkot Co.' - Oy Eoatman Chemical Co.' .090' DuPont SentryGlos .090" OuPont Sentryr2as „_,.,_, BY 'Ei. Dupont Oe NemSurs & 1/8• ANN. GLASS Co., Inc.' 1/8" TEMP. CLASS 8 'F.t. DUPont Oe Nemours & Co., I.,, y SILICONE CDO" SILICONE -1 994 5. //// DAM DOW 899 9DM 999 AIR SPACE CONSIVIING OF: SETTING 2/ LITE BLACKS 3/4" INSULATED OUROMETER 8535 -2�IRBLOCKS HE �M�h' ER OER F GLASS. 3/4" INSULATED DU LITEEPOU OMETER 8515 rmllss T-YPY 210' GLASS TYPE '3A' PERFORMANCR VAWES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF'IMPACT RESISTANT WINDOWS PERFORMANCE VAIAINS OF IMPACT RESISTANT WINDOWS NO SHUTTERS RWAC& NO SHUTTERS REOIARED NO SmTTfAS REWREO REFER TO SHEETS 5 THRU 7 MR INSiMUiION DETAILS RUTH TO SHEETS 6 TNRU 7 FOR 1NS013ARON OCIMLS NM TO SHEETS 5 TARO 7 fOR L'SrAUAWN OETNIS WINDOW DIMS. CTA89 TVPR '210' CLASS TYPB 'SA' RfNDOR DINS, GLASS TYPE 'YA' C(A53 TYPE '910' WINDOW DtM3. tNASS TYPE ':A' GfASS TYPR 'SA' WIDTH HEIGHT Ext. (4) INT. (-) EXT. (+) INF. (-) WIDTH HE7GHr EXT- (f) INT, (-) Cxt- (+) 1141. (-) "DIN HEIIRO FM. (+) I iNr. (-) jfxl. (+) 1Nr. (-) 20' 42' 110.0 194.3 410.0 195.0 20• 195.0 4` 8617 86.7 110.0 189.0 /9-t/e' 110.0 110.0 195-0 110.0 195.0 SQUARE 6EAD OPTIONAL • T ALL CLASS TYPES / 1 2C 110.0 161.9 110.0 195.0 _____.__ 24' i 73.4 73.4 110.0 120.0 20-1/2' 28^ __ 110.0 203.0__ 110.0 195.0 5.0 ._ 64 2 tH2 110.0 120.0 28' r 110.0 138.8 110.0 195.0 28' 37• 110.0 145.4 110.0 195.0 I 30`110.0 in�awing no. 1293 110.0 195.0 30" Be 60.6 -- 60.6 110.0 118.2 42' 110.0 128.8 110.0 195.0 4` 32` 38 1100 121,4 110.0 185.0 37-" 573 37.5 170.0 112.1 1fl-T/8" 110.0 190A 110.0 195.17 1' --1079 107.8 110.0 195.0 30• 80.0 - -- 6D.0 -- -_- 26-1/2" )10.0 1373 110.0 195.0 40' 97,1 97.1 110.0 ------ 120.0 _____ 40• 80.0 80.0 - - 3T 983 003 110.0 120.0 42' 923 92.5 510.0 710.0 20' 8G•4 86.4 110.0 120.0 42' -.-_--_--_- 868 --- _------_ 88.8 __.----_.. 110.0 120.0 20' tt0-0 16G.5 I10A 195.0 24- 56.1 56.7 109.3 109.J 19-1/B' St0.0 ?44.5 110.0 194.0 24` 110-0 /J8.8 .t LOA .195.0 26' 484 48.9 95.3 95.3 2G-7/2" / 89.Y 504-3 11UA 195.0 28' 110-0 -------- 118.8 110.0 --------- 193.0 -------- 30' 4&0� 481 89,8 89,8 ___---" 37" 74.7 74.7 110.0 .._.._- 120.0 30" 1101 --------- -111.0 110.0 195.0 32• 43_6 43.6 __________ 85.0 840 }2' ------- 65.8 .......... 85.8 110.0 ---"--'--- 720,0 32" 42 104.1 104.1 110.0 120.0 36' 60-0 80.0 - - 19-1/8" 96.7 104.2 110.0 195.0 32• 76• 60.0 ........ ... 80.0 ..6..0... -• ....... -.-.. - - 36' 81.5 li 110.0 .......... 110,0 ........... 28-1/2• B3. 744 ......_-_ 77.9 _........ . 110.0 120.0 .......... 40' 83.3 83.3 110.0 110.0 36' 80.0 80.0 - r___ - 37" 110.0 60.0 42' -- ..... 79.3 -- 79.3 ..... ..... 110.0 ........... 120.0 20' 24' 52.0 ----------- 43.0 521 ----------- 433 107.1 05.4 101.3 115.4 42" t9 -i/8' .. , 60.0 63.0 ........._ 60.0 83_0_ �._-............ 110.0 72(1:0 20' 110:0_ 145_7- 110:0 185_0 24' 110.0 121.4 _ 110.0 185.0 28- 78" Z6-1/2• T4 -i/4' 46.6 46.6 90.9 90.9 38.1 38.1 74.3 74.3 59.8 591 28' 104.1 104-t 120.0 JT• 60.0 60.0 37- 20- 80.8-... 80-8 37' 77' 58.3 5" 30' .....................-1.1.0.0-................ 110.0 120.0 32' �. 24' ....413.... 34.4 __41.5. 34.9 BSA 80.0--� ....97.1.......-97.1 8i,/ _ 01.1 110.0 120.0 38' 89.9 80.9 ________ 110.0 ________ I 20.0 28' 84' _.__ 443 _____ ----------------- SSA - _ _ ___ * LIMIT MAX. LOADS TO 171.0 PSF WHEN MUt71 POW LOCK BY 'INEiRIOCK' 40' 72.8 .............7.2..8-......................... 110.0 120.0 30' 51.2 -__._ St -2 .... _.........................-. -- t5 USED 42" 69.4 69.4 NOA 12010 32' 4152 48.3 #* SIZE 37' X 77• APPLICABLE TO RANGE FRAMES ONLY 20' lto.o 1zs3 110.0 19x0 24" __.-._.------ 980 -------- 107.9 ----------- 110.0 ---------- 195.0 SEE SHEET 1 28• --$4.4• --120.0 30• S4'•- ••-86J •-•-710.0-- ---80.9-- -710.0 32' 80.9--- 120.0 • • • • • • • • • • • 36" .......... -•7L8--• ................... -•71:0 110.0 120-0 • • • • • • • • 40' 84.8 IIOL2...•- 110.0 120.0 s • • • • • • • • • 42" _64.8 61.1 -- --61.7 -- -110.0 120.0 • • • • •• • • •24• • • • 2C' 112.8 .-•96.4...110.0 t20.9 2e' ---eii-�- -�i10.0 IY0.0 NOTE: a 2.00 ii.i�_-_ -_-i___• • • • • • • • LOAO/AREA LIMITS i2.a rloo__FOR 4.110.0, -120.0 PSF = 16.34 SO. FT. -.114.8 •- -•110.04'110.0, -155.0 PSF = 10.00 SO. FT, 60.0 - .............................4Y 80.0 _ • • • • • • • • . . . . • • . . . . ... . . . ... . . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) i a -• • • -. AND FLORIDA BUILDING COMMISSION B cls r71� DECLARATORY STATEMENT DCA05-DEC-219 v7r J/NAD aWAD CMR. Pt2CXx10E RUVNSBD 01 wmPlyina will. the Worms � r J g i FIA PE- Y 70'..92 Doilithm -k CAN. )B JA-, .nca Nn�r 'r MimeO Dodo Product (knirol�; I in�awing no. INSTALLATION CONDMIONS YJ ANM,__-F' lAMJ,3--.CAR I WS_--T.Q,_AU_r'_QAlR _ lDM$) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 CAL ANCHORS ' TYPICAL ANCHORS ELEV. FOR SPACIHG -SEE ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 1� �l �_ \chi 21/8" INSTALLATION TYPE 'T' WOOD BUCK TYPE 'V hL6IR M'. PRESSURE TREATED ON ALL FOUR SIDES/USING WOOD PACING Z DESCRIPTION 11 1 OTHERS SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 "4 MIN.� 1 BUCK INSTALLATION BY OTTERS INSTALLATION IYPF '3' WOOD BUCK TYPE '.3 INSTALLATION TYPE '4WOOD BUCK TYPE '4' MATF3RAL PRESSURE TREATEDTit Fel,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTAI LATION DETAL ON ALL FOUR SIDES/USING Wo_OD • • • • • • • • • • ON &L FOUR SIDESLJSING WOOD • ALUM OIIANNEL • • • • • 3/4' W •- X *i W 1/81 • • • • • • 2-1/2' LONG AT ANCHOR LOCATIONS _ WOOD SLICKS NOT SY CGI CORP., MUST SUS 214 � � • � IANCHOR LOADS IMPOSED BY GLAZING SYSTEM AND TRANSF(R • • • • ALT. LOCATION THEM TO THE WILDING STRUCTURE.. • • • "n? S i e IP ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHib 6 FON DESOWTION Z j 7 METAL Q STRUCTURES _ THK. AGN. Q6 rr([Jyyy U a. n 1Lz�� _. c' ATTACHMENT TO Z Jp,l METAL < STRUCTU= �Gqy#0 L5 R 1/8" MIN. " SO -�-1 TYPICAL ANCHORS --SEE ELEV. FOR SPACING N SEE SHEET 6 FOR DESCRIPTION 1� 1: 11 83i 9 f7 » 1 p ZZWn t l --- I'll SEALANT *. � y 1/s e � ov .. MIN. • + ' 1' MIN.' - 2-1 --- fdlH. fff--- '2' 1N�A A�ON�P2'' 1Y_ PICA_L INSTAL 100N �D B���PE ,MAAL19( fA,: PRESSURE TREATED DEEN ON ALL FOUR SIDES/USING WOIYI -•..................... �.....::... ....�. . -.-.LA._,,. ........... .....:........ SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 "4 MIN.� 1 BUCK INSTALLATION BY OTTERS INSTALLATION IYPF '3' WOOD BUCK TYPE '.3 INSTALLATION TYPE '4WOOD BUCK TYPE '4' MATF3RAL PRESSURE TREATEDTit Fel,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTAI LATION DETAL ON ALL FOUR SIDES/USING Wo_OD • • • • • • • • • • ON &L FOUR SIDESLJSING WOOD • ALUM OIIANNEL • • • • • 3/4' W •- X *i W 1/81 • • • • • • 2-1/2' LONG AT ANCHOR LOCATIONS _ WOOD SLICKS NOT SY CGI CORP., MUST SUS 214 � � • � IANCHOR LOADS IMPOSED BY GLAZING SYSTEM AND TRANSF(R • • • • ALT. LOCATION THEM TO THE WILDING STRUCTURE.. • • • "n? S i e IP ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHib 6 FON DESOWTION Z j 7 METAL Q STRUCTURES _ THK. AGN. Q6 rr([Jyyy U a. n 1Lz�� _. c' ATTACHMENT TO Z Jp,l METAL < STRUCTU= �Gqy#0 L5 R 1/8" MIN. " SO -�-1 TYPICAL ANCHORS --SEE ELEV. FOR SPACING N SEE SHEET 6 FOR DESCRIPTION 1� 1: 11 83i 9 f7 » 1 p ZZWn t l --- I'll Figr: �AH.M YA(NTTCf R8V15HD t ; FLA. PE "'m JOS92 x+` cumplyin8 wilb 610 Ylaflda I .. C.A.N. �59tl Ru:1dulg Cod< nwptwtm Nn � S Wt -3 � 2014 f dt1>,ring no. W98-100 sheet 5 01 7 f - �'' Ati6w�i Rade Pro�xcLQwtn}I' " •-- Figr: �AH.M YA(NTTCf R8V15HD t ; FLA. PE "'m JOS92 x+` cumplyin8 wilb 610 Ylaflda I .. C.A.N. �59tl Ru:1dulg Cod< nwptwtm Nn � S Wt -3 � 2014 DISTA-LI jiQ�i... O p>xZ'IONS 1't�(j� x I.f'.G Fi2AM-„(,1�? ?j,� TO ALL FM21t SIDE -3 FOR ANCHOR PERFORMANCE VALUES SEE SNEET 8 YCHORS FOR SPACING r 8 FOR OESCR7PTION INSTALLOON TYPE '1' WOOD SUCK TYPE 't' MATERIAI: PRESSURE TREATED TYPICAL INSTALLATION DEN ON ALL FOUR SIDEVUSING WOOD 1" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' RmIBL•. }fRSSI�EE 1REATE'V TYPI ,AT INSTA ATK)N DEVIL • e • i ON ALL FQIUR Ib USING WOAD • • • • • PACING I DESCRIPPXM �.....2 1/8” <i MSI. INSTAI. AMOK TYPE _= WOOD BUCK TYPE X MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FQL R SIDEVUSING�WOOD FOR TMICAL ANCHORS ••• ••• --SEE ELEV. FOR SPACING �1(TLm SEE SF,EFT 8 FOR DESCRIPTION x; J„ I 'A. SEE SHEET 6 FOR DESCRIPTION 2 7/8" .....".� WOOD BUCKS NOT BY CGI CORP., MUST SUSTPA • • • '-BUCK INSTALLATION By OTHERS 1" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' RmIBL•. }fRSSI�EE 1REATE'V TYPI ,AT INSTA ATK)N DEVIL • e • i ON ALL FQIUR Ib USING WOAD • • • • • PACING I DESCRIPPXM �.....2 1/8” <i MSI. INSTAI. AMOK TYPE _= WOOD BUCK TYPE X MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FQL R SIDEVUSING�WOOD FOR • ••• �Z ••• ••• ••• J„ • SEE SHEET 6 FOR DESCRIPTION O WOOD BUCKS NOT BY CGI CORP., MUST SUSTPA • • • • • • • LOADS IMPOSED 8Y GLAZING SYSTEM AND TRASF:R I BUCK INSTALLATION BY OTHERS • T' MIN. • • INSTALLATION TYPE '4' • • • • • • • TYPrAL WSTAILATION DETAIL • • • ON ALL FOR SIO USING WOOD BUCK TYPE '4' MATER'. PRESSURE TREATED WOOD • ••• ••• ••• ••• ••• TYPICAL ANCHORS SE£ ELEV. FOR SPACING • SEE SHEET 6 FOR DESCRIPTION O WOOD BUCKS NOT BY CGI CORP., MUST SUSTPA • • • • • • • LOADS IMPOSED 8Y GLAZING SYSTEM AND TRASF:R I 0 • • • THEM. TO THE BUILDING STRUCTURE. • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v ti • a ATTACHMENT 7Q METAL STRUCTURES 0 u ---------------------------------------------------- q f� , 1/8' MIN, N TYPICAL ANCHORS _ --SEF. ELEV. FOR SPACING 1 f -� 1 SEE SHEET 6 FOR DESCRIPTION C1 NI tri 11 11 1} p •ii n n 11 1E v, W, Efgr. MNAD AHMAO Ctrl PRODUCRRGV1SL;D ui A ii +D fi Mfvlp lJsdc ProduM CoMroL sheet 5.1 of 7) ----------- TYPICAL ANCHORS SE£ ELEV. FOR SPACING • SEE SHEET 6 FOR DESCRIPTION O MF,TAL Q '6TRUC 1J8" THK HK. MM. a a O g LL ...................... . a Q v ti • a ATTACHMENT 7Q METAL STRUCTURES 0 u ---------------------------------------------------- q f� , 1/8' MIN, N TYPICAL ANCHORS _ --SEF. ELEV. FOR SPACING 1 f -� 1 SEE SHEET 6 FOR DESCRIPTION C1 NI tri 11 11 1} p •ii n n 11 1E v, W, Efgr. MNAD AHMAO Ctrl PRODUCRRGV1SL;D ui A ii +D fi Mfvlp lJsdc ProduM CoMroL sheet 5.1 of 7) PERFORMANCE VALUES OF INSTALTXPIOM ANICITOTIS PERFOR REFER TO SIIEET 5 fOR OETA" ANCHORS W/O SHEAR CLIP ANCIIORS WITH NFAII-ClIp WINDOW DIMS. AT I?" D.C. AT io" D.C. AT 0. O.C. I AT 10' D.C. WINDOW DIMS, WIDTH HEIGHT EXF,(+)/WL(-) EXT.(+)/INT.(-) WiDIH HEIGH 20, 195 , . ..........125.0 1950 ..... ...... . ....129:0-_. -- - ____'72.0.____ 7v 24" -.191.0 ..... ...... los�� ..... ..... .... .....-je 79, 195.0 102.9 ...................... 10" ...... 110.6 47.4 20" 105.0 30" 36, 180.0 OILS 42- 1950. 24- 160.7 32' 92.1 188.8 195.0 26.3 ll?.2 28" 78' w 125-� Iss-O -9 150-0 195.0 86.0 114.7 30' 37" 40* 19-50147.4 ------- 104.7 tq-1/8, 30' 54* 180.0 ------ -6i ----- ..... ----- ...... ..... --__91.7i -------- ...... ----- 1'37.6 128.6 171.4 73.7 * ..... M3 8.0 129.6 20' 193.0 195.0 114.7 132.7- so .0 ...... 155 3 1.0155.8 ...... ..... ..... 40, 24' 120.0 . ...... I .. 180.0 .......... 68.8 "0-6 _ .!70.9 1474 26' 84" 79, ..... 171.4 165 ........ ... to" ..... - .... 94 . 126,4 ............ W. 42* . _.___154.3-_________1950-.___ - - - ........ -___--88.5_,----- 117.9 195.4 32'52.9 _._._785.8...._ 154.8 28' 192.9 I54.3 196.0 MIS Je 128.0 - 171.4 - - ------------- 73.7 ----- 08.3 40' 60,-_____44135.0.__.1.0- 115.7 � $4.3 --WY . . . ........... ............... . 110.2 14S.9 $3.2 34.2 103.0 ---------- . 1624 ...... ...... 61.9 ----------- 42- Iiiii 24' 59.0 f95A 195.0 129.0 ----3.5-------- 167.3 195.0 28' I95.0 24' . 138.2 117.3 3e 48' 180.0 f95.0 ..... 1012 -9a8 ..... 14 32' 168.8 195.0 ..... L 120.0 1614 w 195.0 150.0 ....... 187:3 86,0 707.5s 40' 105.0 135.43 .......... To" 77.4 OILS 42- 1950. 128.8 160.7 Ili 92.1 20" 19510 195.0 195.0 137.6 195.0 24' 125-� Iss-O -9 195.0 195.0 114.7 ---- ------1-72-.0 ----- 2e 37" 171.4 19-50147.4 ------- 104.7 tq-1/8, 30' 54* 180.0 ------ -6i ----- ..... ----- ...... ..... --__91.7i -------- ...... ----- 1'37.6 32" ii * ..... M3 8.0 129.6 13303 193.0 76.4 114.7 1. so .0 ...... 155 3 1.0155.8 ...... ..... ..... 40, 37" 120.0 . ...... I .. 180.0 .......... 68.8 103.2 42- 1 114.3 ..... 171.4 ................. 85.5 ....... gai 20'195.0 ALUMINUM ! 1/8" 714K. MIN. (6063-T5 MIN.) ............ 195.0 123.8 24' Ifto 195.4 .. 103.2 _._._785.8...._ 154.8 28' I54.3 196.0 MIS 132.7 i SM 82.6 123.8 32 60,-_____44135.0.__.1.0- ._..1211.0 ----- ------------- 105.0 ---------- 77.4 110.1 ............... . ....... 103.0 ---------- . 1624 ...... ...... 61.9 ...... 929 42- Iiiii 154.3 59.0 89.5 1. 195.0 195.0 40 I95.0 24' 117.3 164.2 175.3 ..... !2�� 1 GO 14 ...... 16&6 ...... 195. ..... L 731.1 1614 3r 195.0 36' ................. ...... 40, ...... ..... .... 122-7 ...... . 171o8 ......... 70.4* waash 2O' 195.0 ..... 1950 ..... 129.0 180.0 ----- -------------------- 107.5 - ilKi- X VALUES OF INS-rALlXflOX ANCHORS REFER TO SHEET 5 FOR DETARS 1931089 108.8 - ----------- 195.0 85.1 738.1 195.0 79.4 127.0 105.0 74.4 179.1 195.0 132.7 195.0 1950. liow -------1iii TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1950049 ............ . 142.2 19510 88.5 132.7 PERFORMANCE VALUES OF INSTAUATION ANCRODS REFFA TO MEET 6 FOR OUAILS ANCHORS W/ SfIgAAR CUP ARCjfQRS WrM "RAR Clip AT III O.C. AT 10, ox�. AT 17, O.C. I AT 101 O.Q WINDOW Dims. V140TH HLIC44T EXT.(+)/INT.(-) CXT.(+)/jNj.(-) r2fl 195.0 195.0 149.4 -- ----- 1054 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 26- - - - -------- ---- - -_-- "Is -O 107.8 --__-76/.8 ;61.8 ,37' t9s.0 lii.v- -n.-2 115.9 19-1/8- INA, ULTRACON V 'ELCO (F-177 KS], Fy-155 M) 125-� Iss-O -9 585.0 26-1/2' 38-3/8* -1- ..... - ........................4 191.2 195.0 1 16.1 37" 0 A . ........... 138.9 182.6 78.5 ------- 104.7 tq-1/8, 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 195.0 195.0 153.5 191.9 26-1/2- m 193.2 195.0 110.8 ... . ..... ...... . ..... ........... 138.5 * ..... M3 .... 99.2 914 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) -195.0 123-3 .......... 195.0 26-1/2, .. so .0 ...... 155 3 1.0155.8 ...... ..... ..... . 37" 111.2 $3.8 111.6 42' 5 1.4 M2 9813 c � 19S.L_ 195.0 ALUMINUM ! 1/8" 714K. MIN. (6063-T5 MIN.) 9 ----- --------- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W_,f 26-1/2 74- 1/4 1 1 MO 0.4 $51.1. --- :17' 117.9 lee's 67.6 to& I CONCRETE AT HEAD. 'AL1 OR ZAMEJS fc - 3000 PSI MIN. r2fl Ix TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 •0• o ow '[Mljj IX DIA. KWIK-CON n BY (FU -163 KSI, Fy-157 KSI) INA, ULTRACON V 'ELCO (F-177 KS], Fy-155 M) INTO 28Y WOOD SUCKS OR WOOD STRUCTURES C4 1-1/2- MIN. PENETRATION INTO WOOD 0 A T14RU I BY BUCKS INTO CONC. OR MASONRY z a g 1-1/4- MIN. EMBED INTO CONC. OR MASONRY am "ERECTLY ,LY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tML FLA. PE C.k.4� "70562 m "m*I*9 %vilb ik' Fkdida DwIdina C.& 914 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090'1 INTO METAL STRUCTURES di AbIG WITH 311BAR r STEEL : 1/8" THK. MIN. (Fy = 36 M MIN.) c � ALUMINUM ! 1/8" 714K. MIN. (6063-T5 MIN.) 9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE-DISTAN u INTO CONCRETE AND MASONRY = 7-1/2' MIN. INTO WOOD STRUCTURE - t' MIN. INTO METAL STRUCTURE - 3/4" MIN. 180.7 195,0 92.1 ................. i ........... ..... ..... ..... - - --- ----- t4MG IWO 0 112.9 0 ........ .. ...... J6' 725.0 iiiZ-- .... ..• i� drcwfl�� �11-. 0 -1001 0 a 0 W98 I sheet - CONCRETE AT HEAD. 'AL1 OR ZAMEJS fc - 3000 PSI MIN. 0 •0• C-90 HOLLOW/FXLED BLOCK. AT 4AJMSS I'm - 2000 PSI MIN. 00 0 0 0 El�r. j#,VAZ MU" PR(W)UCrRRVlSW Xx tML FLA. PE C.k.4� "70562 m "m*I*9 %vilb ik' Fkdida DwIdina C.& 180.7 195,0 92.1 ................. i ........... ..... ..... ..... - - --- ----- t4MG IWO 0 112.9 0 ........ .. ...... J6' 725.0 iiiZ-- .... ..• i� drcwfl�� �11-. 0 -1001 0 a 0 W98 I sheet - PERFORMANCE OF INb'7'ALLATION ALUMINUM VALUES BUCK ANCHORS PERFORMANCE VALUES PERFORMANCE VALUES �3.GUR�tIV[T17� }}UCK FRAI4IING „j�'fi 11,�,}KS OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHFF-TS 3 T1IR11 8 FOR WIDOW CWADMES USE LOWER APPLICABLE VALUES 1F1NtlOK DlN9. WINDOW UIM9. WIDTH HF.IGt.T EXF.(+) INT.(-) WIDTH HEIGHT F -XT, I,) WQ-) 20' 105.8 120.0 19-1/6" Imo 195.0 ..........._ . ........... 24" 90.9 120,0 26-1/Z" 110.0 195.0 �% U: -: 1 • O Z - a WINDOK DIMS. EXT.(+) RIE.(-) WDTH Y.EIGHT 20' 24' 110.0 .............. 110.0 195.0 193A 28` ttOA 188.5 28' eOS 1NA 3Y RB' 110.0 184.2 78 30' 170.0 182:4 30" 78.J 42" 110.0 152,6 32' _ 110.0 1785 - - --104:7 32" 60.0 60,0 19-t/8' 110.0 185.0 --60.0 �, LL 38' 40' 110.0 1772 36" 60.0 26-t/2" 38-3/8' __710.0-- - 172.6-- 102.7 Q � n V 'A 105.8 145.7 42" 20" 120.0 37" 110.0 _ 156.3 24' 88.2 120,0 42" 95.7 120.0 28" 78' 77.9 19-1/8' 770.0 A cy 0 C 87.0 120.0 20' 7100-- 179.5„ -- _ _120.0 195.0 - r---- - ---- ---- - - ---•f! -. -- . } .... .... . I... .. '' y-. 24' 28' 1100 1069 1596 1466 M. 73.9 101.3 - /2" ,0110.0 154.7 -e 1 6/4<" -' - - -- 32' 60.0 i Q 3 30' 32' 42_ .................. ---- 100.7 _ 141.9, 138.f 60,0 ,.^! Jw 20' .,110.0 720A 42" 89.8 120.0 t { I 24" 97.0 120.0 iB-1/8" 109.3 �{, Z '4 J 43 ^� s ........... 149.9 _------- ...................... 1 f Q f 36' 97A 95.2 120.0 120.0 28' 84' Ims 117.3 26-1/2" 84.8 716.2 40' 30' 80.0 80.0 37' 87.9 83.1 i { .._... I �t4 SNS 1 95,0 120.0 42' 32" 60.0 60.0 42' EGA 60.0 AT 6' FROM ENDS 79-1/8" 110.0 154.8 •;,;; 17" O.C, MAX. AT JAMES .,-.: 24" O.C. MAX. AT HEAD/SILL 28-1/2' 74-1/4' 86.4 118.5 1a` ar Ej ua 20' 24' 170.0 _______ 110.0 195.0 __________ 177,3 28' 110.0 160.8 , •'�!O ��""' �tA SMS 37' 60.0 60.0 AT 8" FROM ENDS p 30' 32" 48" 110.0 109.1 154.8 120.0 In_! �� // �+ 19-t/8` ?08.9 120.0 - 17" O.C. MAX. AT JAMBS 28-1/2" 76' 64.0 115.2 ._ ..,�.,` 24 O.C. MAX. A7 HEAD/SILL O p w S6' 103.5 120.0 _ y _ w ........... z J7' 60.0 60.0 J p 40' 99.8 120.0 yl 1 \ ' I (/ 19-1/8" 106.3 120.0 -- ^ Vt 42" 95.0 120.0 ..._.......I.,._... .... I........... ur _____ rn 26-1/2" 77" 82.7 113.4 ... r i _____ \ 37' BOA 80A ._ '� 70" 110.0 174.1 24'... . C3 + 28' 32' 54" 99.8 ...................... 97.8 1200 720_.0 .... t q . . n rS .• a'. .s' . KIATYPICAL \\ , Z Z I ` ANCHORS TYPE 'A' OR 'W TYPICAL ANCHORS TYPE 'C U40' 4Y 82.2 60.8 -- SiT.7 ---710.5 AT 0" FROM ENDS AND AT 6" FROM ENDS AND 17:O.C. MAXAT JAMBS 17' O.C. MAX. AT JAV85 ------- 2 Ile WN ------ 17O.C. MAX. AT REAO/SIU, ....� 24' O.C. MAX. AT MEAD/SILL EDGE OFSt. � � t" AtIN. _C ..... �.. 1 20' 710.0 153.2 24' M. VOICAL ANCHP % 5£E ELEV. FOR SPACING INATION TYPE' ' INSTALLATION TYPE '6' STA26Y 97.0 88.8 119,0 30" 32' 811" - -829--- 79.4 -'113.3- 166.6 _ --101.3 WOOD EIXK OR WOOD SIRUCTLIRES A 1/4" DIA_ KWIK-CON if BY 'HILTI' (FO".763 KSt, Fy-w KSQ TYPICAL INSTAL LATION DETAIL (a• }3 kc 7Y2 36' i 73.9 ,0--- --- DIRECTLY INTO CONC, OR MASONRY ON ALL FOUR SIDES[ IN ALUMINUM BUCK SYSTEM E g 4a' so.o soo 1-1/4" MIN. EMBED INTO CONC. OR MASONRY m 42" _ 80.0 80.0 . . . RAM BY (F-177 KSI FY -155 55 K5 �' 1��'' ........2.500._._... .845 1f 11Y1i EM ji JNiO �ONCRETF„ • p o Y M if 20' 1' 110,0171 1079 0 1200 95.9 81.3 120 0 120.0 28' 30' 66' ;• - ,845 a . r.065 � .... ,065 •592 „ c Y „ u 4 jr 36' 40' 87.3 60.0 50.0 119.7 60.0 60.0 1. t25 �I14 SM$ (4YtADE �RSj• • • • • • • ,582IL INTO 2&ftOOEP &ftS Ott WOOL STACTCREI • �--- 1, ....... , E,yr:.IAVAIf NUJAQ PRODIK:T ItGVLtiBO 1-1/2" MIN. PENETRATION INTO WOOD "" CML n;4v77rylyh,&wAt Ihell0eldx - ftA / 70592 Qeild;.g Cb.k 20' 1 24' . - .125 .903 . a TYPICAL. EDGE DISTANPc CAN. x538 ActtPWn.�D No ,:�f,,•. •,,�,•� �'i l•T, �::i.3t ii` ' 28' .,, ;6UM_ (P;(_�c� Lkptm11un 1>aze y. • • • • • INU BUCK ONAL ER a d INTO CONCI��AND MARY -? 1/2" ` J 30' 72` • WT%*GOD STRUCTURE % 1" MW- • • - ,6063-T6 .<�: 6063-T6uo! 1.drowi ]BA1.71 36' • • • • • • • • • - CONCRETE AT 118., ILL OR NAjS Nc = .00•.. MIN . ...... � - ?APO 30 Q94 �, � C-90 HSLLOW)IFU,LED SLOOK AT JAMBS I'm a 2000 PSPMIN. , ' no. {{!((!ws$-100 1...................� sheet 7oF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADEIS i MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Vy_&,f_nlamidade.gov/economv #vs & Doors, Inc. N'`W.'Is� Street n Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable Arles 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) 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, 1 1 "4501' Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Alimad, 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 :...:. Limitations: • •'• ' ""•' l., See Design Pressure ratings in sheets 1. 1, 5, 6 and 7 for unit sizes Vs lock options, mullion type,4idoMes, glass � � � • types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire ass�ly. • • ; • • • • 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O), Sills (threslioltls�types SS 1XSS-2 ..... are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4.&*&and glass •t +� ..:..' A 1(muntul) limitations notes, in sheet 6. • • • • • • + • • • 4. Narrow stile sidelites are limited to 18" or less, • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoocity, slate ar;l- a`6 and following statement: "Miami -Dade County Product Control Approved", noted herein. • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been.filed and there has beeelio 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, aid followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises # 11-1025.02 consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 12-0706.03' Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11-1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared. by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11-1.025.02) 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 out swing / Inswing door w/wo sidelites, by Hufficane 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 outs A ing doors, issued by Architectural Testing, Test Report No(s) B-5MA02. 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 tp,G TAS•.?02;94 3) Water Resistance Test, per FBC, TAS 202-94 .... ' : •.. • 4) Large Missile Impact Test per FBC, TAS 201.44 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS'20'3--94 • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS:IOV14. Along with manufacturer's parts and section drawing marked -up drawings of f alumi V"* • ln/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test.P.4ort No..M .L- .97055 (0080-912-97) dated 09/23/97 thn 02/27/98 for specimen #1, 2, 3, 4 tested por-OAA202- 94, specimen #4, 5A, 58, 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-01.071 (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 known as FBC, TAS 201, 202 & 203-94. 14 h•1 . C_. L,.,,,, L T Ishaq I. Chanda, P.E. Product Control. Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-1 • •••.•• . • 000000 • 0 •0000• CGI Windows & Doors, ,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11-1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted tnxder file # 11-1025.02) 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 1.1-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest prof fired • • • • by Al Farooq Corporation, dated 10/16/12, signed and sealed by Ja;44 �1Ilm.ad,�.E.� • • 2. Lab compliance and addendum letters, as part of the above referen"tWt repots* *' * 0.0 0: 0 000.0. . G. OTHER 0000 • • 0000 . .. 0000.. 0000. 1. This NOA revises # 11-1025.02, expiring on November 09, 2016..... 00:00' 2. Hardware cut sheets verified and marked -up by the Architectural fiesAng (feriilero ...... Hurricane Testing lab). • • • • • • • 3. 'fest proposal # 10-0940, dated 11/17/10 approved by BNC. 0000.. . .. 0000 0000.. 14j 1. ZA ,�.�. fhaq r. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-2 r: IC 1L E_EVATIOVE) 3B-s/Ie' -RAVE > 6 7/6' 6 7/6' D.L oPc. wlon+ H3O OUT iWlfiG ZZF:i /i / i SEE / / x / o W / o ; s OUTSVNG LH CONF➢OURATIONS SI RH SIMtLI�R ACnVE NOM. wm1H SSI S52 . .. .. ....... . SADDLE SILL STEPS TO USE CHARTS SEE SHEETS 6 & 7. 74-1/2" ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ■t;r� 113-1/I6' NOMINAL 0008/SIOELITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4• 82-7/8' 70-1/2' 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' B2-1/2' NOTE: 100-•7/8' .� � •/ •� / 94-1/2' •/ EGIMS REOUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL L00-1/2' 10/0 I � l / / • • • � 1 e, ill • //• • j. e i • • • • a� • IIV,CTIjty MULTIPLE 3 3 i ••\ • SIDEL"I •AVAILA9LE ss ss2 • • • . • • • • ssI !• 4 • • • 4 i(%:E SIPET g) • i 0 • •• •• •• • • • we •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ■t;r� 113-1/I6' NOMINAL 0008/SIOELITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4• 82-7/8' 70-1/2' 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' NOMINAL ODOR/SIDELITE PANEL PANEL HEIGHT HEIGHT D.L. OPG. HEIGHT 78-7/8' 66-1/,-- 7/0 82-7/8' 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' B2-1/2' 8/6 100-•7/8' 88-1/a- 9/0 106••7/8' 94-1/2' 9/6 112-•7/8' L00-1/2' 10/0 118-7/8' LOG -1/2' CN,< F414"59 PF j 70392 3Zotr FRAME 11011IT a PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) FRAME NEW = PANEL f1EN,'Hi (ADA THIi,SHOLO) FRAME WIN = PANEL WIDTH + 2-3/4" LEGEND -0 - OUTSYANG DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) revisions: E 10006 Aeti vm 9000 cmw ms F 87.901 uNwm Few 70Pr F&^ H I9 - n e0: FtR bt ONME 7S I04A:2e07. FEB FM mu9Nns I 06-917 NO C WN7: 446 SWU DWG. NO.: W98-01 cam► WINDOWS 6e ODORS 10100 northwest 25 street miamf, f ori& 33172 ,product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1 of 7 --TYPICAL ELEVATIONS D-1 •le -- IDA IOM 10B IOC ✓2 IOCC LOD $ JOB l0 Y DOOR HEIGHTEXT.(+) tNT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) £XT.(+) INT.(-) EXT.(i) tNi.(-) EXT.(+) INT.(-) 100.0 110.0 100.0 110.0 65.0 65.0 BO.Q 8Q.0 96-3/4' 90.0 .0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 1 70.0 100.D 1 ; 0.0 90.0 1 90.0 106-3/4" - - 100.0 110.0 100.0 110.0 120-3/4' - - 7D.0 70.0 70.0 70.0 IDA : COPPER CREEK W/ CCI 3 POINT IOAA : BALDWIN W/ CCI 3 POINT 108: REGENT C(MIMERCIAL. 3 POINT IOC : BALDWIN SINGLE POINT LOCK IOCC COPPER CREEK SINGLE PONT LOCK 100: DOR-O-MAnc SERIES 1690 TOE : JACKSON SERIES 2065/2065 IOF SURFACE MOUNTED LOCK LEGEND t` -0 - OUTSWING DOOR DETAIL I ! - ITEM DESCRIPTION t_t (see sheet 2 of 7) 101 iJ-N1 I LH CONFIGURATIONS SHOWN StDELITE RM SHNA (SEE SHEET 1 FOR SIZES) �t1cT 1Acvlsen � CGI 3 n RECENT HINGE LOCATIONS MAX. DO Ij�IGVT gyp. �1ET�D. a/AX. SPACING ���nnn LOCK I.Op1 t2 a } • UPTO l0 -3/U'• • • V2 • • _ 35 1/2' ...:. • • M GES t'MIT TRUE �: ,MVAD AHMAD R4. 78592 / Z7 4 FRAME HEIGHT = PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) /. HORIZONTAL. MUNTIN // I FRAME HET = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) j (i OR MORE PER '' / ' `♦ WINDOWS ac MOORS FRAME WIDTH = PANEL WIDTH + 2-3/4' DOOR OR SIDELITE PANEL* ( 1QA ♦ i E ,H AR D W i� R E. fl E SCR 1 F;T10 N j � � � d q q j a + • • • • • • -� • d s -9 13 t date : 10-20-97 sheet I.I. of 7 11 p I ACTIVE 1 INACTIVE 12 I LEGEND t` -0 - OUTSWING DOOR DETAIL I ! - ITEM DESCRIPTION t_t (see sheet 2 of 7) 101 iJ-N1 I RESIDENTIAL HARDWARE COMMERCIAL HARDWARE StDELITE �t1cT 1Acvlsen v.Y. HINGE LOCATIONS MAX. DO Ij�IGVT gyp. �1ET�D. a/AX. SPACING ���nnn 103 DWG. NO.: W98-01 • UPTO l0 -3/U'• • • V2 • • _ 35 1/2' ...:. • • M GES t'MIT 9 G S �: ,MVAD AHMAD R4. 78592 / Z7 (♦ CE L FRAME HEIGHT = PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) N 3536 C.A.M./ FRAME HET = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) WINDOWS ac MOORS FRAME WIDTH = PANEL WIDTH + 2-3/4' 1 10100 norftest 25 street minim, florido 33172 E ,H AR D W i� R E. fl E SCR 1 F;T10 N j � � � d q q j product : Series 450 Outswing Moors & Sidelites + • • • • • • -� • d s -9 13 t date : 10-20-97 sheet I.I. of 7 11 p 0:0 •• • • • • 0:0 •• • • BULB YWYL W-382 J 1 t6' MLN. GLASS .075' INTEMAYEP. I{` VAN" COMPOSITE BY 'SOLUTW t { .090 S ' SENTRYCtAs NiERUYER BY 'DUPONT' 4�3/:6- AWN. GLASS BULB MNYL CC -362 HEAT SO WD GLASS .075 IMEPAAYER VANCEVA COMPOSITE BY 'SOLUTW OR D98' SERMYGUS INTERAYER BY 'pMONT' 3/16" HEAT STRENTP CLASS &A& a MW. CLASS .090 AILUM"Al SHEET D90" !>y8 IifERUYER wa MG BY 'SOLUT'A' 1/4" PLYW000 1 3/18" HEAT SOtEN'0 GLASS •090 ALUM" SHEET BULB VRTYL cca--3B2� i N 919 DON 995 � y" \. �1m ',l IY \_6E -I200 \_GE -t200 DON an �✓ �/ � Dow M � 899 DDOW 8" GLASS TYPE 'A GLASS TYPE "B' 7/16" OVERALL COMPOSITE PANEL 7/18" OVERALL LAM. GLASS 7/16" OVERALL NAM. GLASS OR 1/4".. TW MASS �1/8" AIR SPACE 1/8- OR 1/4" TELP. BASS 3/18' Ilk C1A55 AIR SPACE 3/t 6" GLASS ANN. D75' WTERUYER .090 AIDNWNI SHEET VANCEVA COMPOSITE BY 'SOLUTW 1 090" SENIRY(LAS WTEPoAYFR .090' PVD INTERLAYER PLYWOOD BULB VWYI BY 'DUPONT' BULB VINYL SAR.E)< MG BY 'SOLUTK' F3/4" MBMWUM SHEET (X',I-362-j 1 CGI -382 .090 BULB VINY 3/16' Atli. GLASS 3/16' NEAT STREN'D MASS CGi-3 w SILICONE SIIC0ME SLCOW GE -1200 CE -1280 GE -1298 DOW 995 DON 995 DOW 995 BOA' 899 DOW 89g DOW 899 GLASS TYPE 'A1' GLASS TYPE 'B1' 1" QVERALL COMPOSITE PANEL 1" OVERALL 1NSUL. LAM. GLASS 1' OVERALL INSUL. LAM. GLASS 11 0 • • • • • • i • Gh4ZING OPTIONS � �•' AIR P CONSIS1flfG OFV 1�L�4ii $ AL 1 • i—T • • • • . • • 7 Engr. JA �AHNAII SPACER: . . • • • • • • • 9999 i Rn. X592 t ST. STESL•META• VA CER •\i0UN01 • • • • y11 THE PERIMETER OF THE GLASS. � g 3! �>x8 :.. : : .• s : Idas�UN QZQi7 _______ _• • • • • • • • • • • w = •.• • • 0 •.s • • GLAZING STOP OPTIONS 639 652 : On D� .778 .754 ,744 CGL -375 CGI -50 617 p- ti .672 IlL .090 .754 .742 L CGI -39 9 DOORS AND SIDELITES CAN BE GLAZED LISING SNARE OR OGEE GLAZING LAOS/ADAPTERS DWG. NO.: W98-01 crk► WINDOWS a� DOORS 10100 nortbmt 25 greet mica* fWdo 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1.2 of 7 LARGE MISSILE IMPAG•i• i • • MAXIMUM DESIGN LOAD RATING = + 100.0 •• (Fat SCEs SHOWN ABOVE OR SMALLER OPTO CODE. LIMIT) 132.0. PSF• LOCK OPTION 10AA Ca 3 PONT MECHANISM 0i':&x AN SIRV8201 * BOLT • • •: • • •• •• • • % % ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SS 38 9116' +] I •fir, JAFAp A4NA0 $ j FIC �77ase� a g JtlN • 9 2012 ""°`OtFw"W DWG. NO.: W98-01 2.o L 3 • L WINDOWS ac DOORS 10100 northwest 25 street mioK BoReo 33171 product : Series 450 Outswing Doors & Sidetites dote : 10-20-97 1 sheet 7.3 of ? --- 74 1/2' (tESTED SIZE) 38 9/16' 1 HAVE mGTH m rrmH C VR PANIC HARDWARE a t/4' _ 3' ]' 4 1/4' 4 1/4" 3'24' MAX. 3' 3" 21' VAX. H3 i i j 3 t a I t i I 1 1 I 1 1 I 1 1 I /1 CGNCEAln CMCEkM 1 I t vERTIcu aaG j€ vErmcv. xoD I t I I / t APPROVED PANIC HARDWARE FOR nnnac DOR-O-MATIC SERIES 1690 TOUCHBAR EXIT DEVICE I i I l i i JACKSON SERIES 2085/2086 CONCEALED VERTICAL t 1 A i ROD EXIT DEVICE i 2�5 Yi i i 3 I i I I i >3 y " 3 3 \ 1OR I 1 t 7OR OR m OR I t tOE t s i t n I I I t r t I I I 1 t t t ACTIVE ACTIVE ACTIVE �I 9_= SSI 6' 6' I_ 24' 7 �/ ^' ) r/a' �t 7 t/a• a 35-1/2" MAX PANEL MOTH"do DWG. NO.: W98-01 • • 600 • • • • • I a•wrWe••eu rr tnn.til, • • 009 1 • 1 • • $ Engr:. WAD AHMAO i yAe1`pnw • `. • • e4 ,A. PE mssa • • • • -,Au. 3;38 WINDOWS do DOORS DOOR NOT RATED FOR WATER INmrRATNAM RE&sTANCE. ID1OD northwest 25 street miomi, florido 33172 LOC. NS FDZALL*41SS i7OfS•SFipWt} ON TET *.! • • • • • • -_� [,`TV'&S • • • • qUN 2,; ZQi - product : Series 450 Outswing Doors & Sidelites LOCx OPTIDNS tOD �+tp Otyi • • • •' • • • • • • • • ? dote : 10-20-47 sfeeai 1.4 of 7 DO LOAD ••• • • • • ••• • • • • • • • • • • • • CA?AC)Tif r PYA • F'RPME HEIGHT FRAME WIBM EBF. +) • ) 96-I/2" 74-t • iOnD • •70.0 • 84-r/2" 74-t/2" 80.0 80.0 ••• • • • • ••• • • • • • • • • • • • • BILL 0r MATERIALS Ell HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) 2AI 3/8-16 FULLY THREADED CONTINUOUS ROD (4 PER PANEL OVER 7'-6 3/4") I 26' 3/8-16 HEX NUT 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 1 TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C t 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE #8 X 1/2- PH SMS. SHEAR CUP (EXT. N0. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS a DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. O 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ®CENTER PAIRS 57 1/2" k 1/2" CONTINUOUS CLOSED CELL FOAM SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE M, #10 X 1" PH-PH-SS TEKS SCREW, ® 3" & 7" 18 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) I 10 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) % EXT. - EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 4YA CGI CUSTOM'S POINT LOCK 4503PL, CONSISTING OF (2) CGI, CUSTOM ;3 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. END BOLTS (TOP & BOTTOM), ATTACHED NTH #10 X 3/4" PH SMS, i 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AA I 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, KWKSET 780. 108 RECENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. tOC SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200.x■ •• il1•B,��' ALvs:� DWG. NO.: W98-01 SOCC •• • • • SINGLE POINT LOCK (1) DEAD80Li SINGLECOP••p•ER••CRfE+� SERIE� D:210, • 3 &*bo m Fl—OD-1DOR-O-MATIC SERIES 5690 TOUCHBAR PANIC XIZ D VI( •E o �� 92 # ��, CONCEALED VERTICAL ROD SEE E•( 1• igigCA N 10E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD �� ��� WINDOWS 6e Doocxs EXIT DEVICE SEE SHEET 1.4. t 10100 northwest 25 sheet mi=4 IWda 33172 OF 0 CGI CUSTOM SURFACE MOUNT SLIA LTS � CGI EhD BOLTO AT pICTIVE LEAF •� (AT TOP & BOTTOM) WITH SAW)AkW SBRIES 8200sDEAD•BOLT • • i • • e a �' � sax s ' product : Series 450 Outswing Doors & Sidelites JU ZOii date : 10-20-97 sheet 2 of 7 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • .639 692 C —.,zs j f 111 .000 � —Q N � -750 LI t � .17.5 m .065 m � .080 ' 1 1.873 � —•� 1:et2 062 �!� I ,,918 I T .778 '734- .744 .109 CGI -511 C CGI -375 CGI -504 I— 1 2.082 JAMB COVER CGI -502 CGI -507 JAMB/LOCK/SIDELITE STILE 1 DOOR FRAME HEAD/SILL„.;t 617 u �7 1.250 .750 I I m -0so Re .080 .7sa . .,ss CGI -396 CGl_519 CGI -503 4.813 NARROW SIDELITE STILE I 4x62 � 1 3.,2z 12gp 075 ,� 2.358 i 1.112i .l CGh SQOA 1 Ass I TOP RAIL CGI -509 CGI -505 .188 FRAME JAMB/MULLION ASTRAGAL .500 4.460- _- I = 4.009 --_i � ,n II 3.277 750 2i1, I 50 I i 4.522 .125 ,25 CGI -539 I 6.777 t &176 I 2CGI-514 t � SADDLE THRESHOLDSY - HORIZONTAL M:JNTIN i 7312 i '1oYQT NLYISHA •• •. . .• Mw I*dwna7L► DWG. NO.: W98-01 CG —510 • • • • • • • • • SIDELITE MULLION • • • • • • • e�� ac anun9 � NO 3 i • •• • • • • ••• • m CAa , • • • • • • • • • f},p„ PE (70592 • • ' • • • • • • pp CAN. 3558 �.. 1 i S A75 a- WINDOWS 8c 000RS Z751 { 1 10,00 northwest 25 street miQ* tbrida 33172 1-- FjQ.501 • ••• NN_i -- pro0uct : Series 450 Outswing Doors & Sidefites CGi—COV • • • • -, —f 0 2012 dote : 10-20-97 sheet 2.1 of 7 ! FRAME COVER BOTTOM RAR • • • • • �1 • — or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1/2' T - Bolt Assembly Cylinder/Deadbol Assy. d TOP SECTION SHOWN I (BOTTOM SIMILAR) CCI CUSTOM 3—POINT LOCK j Galt �----���j Housing #10 x 3/4" PH SMS Flushboll Linkage Assy. Connection Wheel 1 Boll Tip I SMS Threadec Rod #8 x 1/2" PH MS Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) O f1 1i 12 Flushbolts (Inactive Panel) Keyed _ Cylinder Deadboli Assembly Actuator Arm .. ... . . . . . . . •� �; �•; ; ; ;•: �• REGENT 3 PUNT • • • • • • • • • COMMERCIAL LOCK so 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Actuator Arm 1, Boit Housing I SMS Bolt T I SMS ;10 x 3/4" FH SMS s— Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT rusaucracvu� r •M�pr fAwWa 1� 3 DWG. NO.: W98-01 , #12 x 1 FH SM Keepe Top tock Assembly Bottor Bolt Dor—O—tdot:c 1690 .. ... . . . . . .. • • • • • • • • • � �nyr. mevro iaiMao FLI CW • • • f • • • • • • • • �{ C.AN. 536 �S • • • • • • �� 11Nh�21112 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 1/4 - AS /4"AS #g x z IA" =H Strike Plate Top Guide w/trip release Top 8 Bottc Bolt Gu Jocksor, 20861 DWG. NO.: W98-01 CG► WINOOWS 8c DOORS 10100 northwest 25 street MiOK Woo 33172 product : Series 450 0utswing Doors & Sidelites date : 10-20-97 i sheet 2.3 0! 7 1X4 PT WOOD SEE NOTE BELOW— SEALANT —fit F— 1 r w z: Q TYPICAL f S-0 1/4' DIA. ULTRACON --- ' ' 0 6" FROM ENDS 1/4" DIA. ULTRACON� SAND 24" D.C. i+i SEE SHEET 7 + + (IN7ERMEDIAT AN RS, /(SEE .EET 3 KSI ONS c , E del \ 1X4 PT WOOD i 509 2X4 PT SEE NOTEE BEL, WEM9Eo 1 W4 El 9 i i OPTIONAL - -- - - QW 502 r--� INSTALLA110N L I Q IL:j - Ago NTO 2X4 PT WOOD I 1 SEE SETS 2.2 & 2.3 TYPICAL JAM9 ANCHORS 1 FOR BOLT ENGAGEMENT 1/4" DIA. ULTRACON 8 7 0� 3 TYPICAL ® 6' FROM ENDS AND 79-3/8" O.C. FOR LOADS UPTO 70 PSF ACTIVE 0 14-1/2' D.C. FOR LOADS UPTO 110 PSF 0 12' O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) .t29 4,852 2A TYPICAL L /4" DIA. ULTRACON a' V�'Lux Pw+ELw $FNM . L250 Sao FRAME WIDTH j oe INTERIOR `.962aso.1u .68e OPTIONAL EXTERIOR I 502505 SQUARE GLAZING (SEE SHEET 1.2)X4 PT WOOD 8 L INSTALLATION 4 PT '*ODD ACTIVE NOTE: IX OR 2X WOOD BUCKS NOT BY CGI 2A TYPICAL MUST BE PROPERLY SECURED AND 1.675 505 q12 SCREWS MUST SUSTAIN LOADS IMPOSED EXTERIOR 3/ END BY GLAZING SYSTEM, A 2.082 1/4" DIA. ULTRACON 2A TYPICAL PANEL ASSEMBLY 213 TYPICAL PANEL ASSEMBLY 2CTYPICAL PANEL ASSEMBLY 14 504 13 OR �1 t 375 --di EXTERIOR ASTRAGAL REDO, FOR WATER RESISTANT DOORS ONLY 502 w Q: INACTIVE OUT SWING DOOR OCK OPTIONS ;EE SHEET 1./ .100. �®6' hYiOM_ENOS AtZm" TIIN�D�M�,A1� AT♦�HO$S} i• • �. +K wak lb. nmok DWG. NO.: W98-01 . o r • . . . . . . E5 888 E �-� cG► Z NOTE: ` ALL ANCHOR CONDITIONS SHOWN ONbl wwoows I& 000las 3 . c0 ElE • r • i ELIi i i , 4 tV. S.W BE DIRECTLY i 10,00 m rawest 25 street mami, fWdu 33172 a b a •T•0 MASONRY WITH 1/f MAX. SHIM SPAC$1 = =i i product : Series 450 Outswing Doors & Sidetites \ s • • • ° ' 'WIT HQOT VARIATON IN CAPACITY.m a UN $ 02017 ! dote : 10-20-97 sheet— 3 of 7 • •• •• • • •• •• W ,�_ Or ••• • • • ••• • • MULLION TYPE ': WOE STU-WIDE STI -1 502 --4.673 4812- SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 NIDE STILE -NARROW SPLE 502 --4.675 !a I•a.e12- SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW STU EXTERIOR SIDELITE PANEL WIDTH 502 -a.8i2 1 - ::� .675 i4 NT EXTOMP SIDELITE PANEL WIDTH £XT£PoOR SIDELITE PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 MULLION PERFORMANCE CHARS DESIGN LOAD CAPACITY - PSF ' NOMINAL DIMS. MULL TYPE 1 MULL TYPE $MULL TYPE 3 8?DSH (YO HEW EXT.(.) INT.(-) EXT.(t) 14T.(-) EXT.+) Iht(-) 1 1/8 2/0 2/8 :. 3/6 '. 100.0 110.0 I= 110.0 100.0 110.0 100.01 110.0 100.0 ?10.0 100.0 I 100.0 110.0 100.0 1101 - SODA 1I0.0 - - 100.0 119.0 70.0 7U - F 1/6 2/0 2/6 3/0 3/6 7/0 f00.Q if0.0 100.0 25J :00.0 I 1000 IQ0 1ooc 110.0 100.0 itOA 100.0 ft0.0 100.0 110.0 - 100.0 SIOA 100.0 110.0 SIDELITE 100.0 110.0 PANtL WIQTH 7/6 IOU 110.0 100.0 110.0 • 110.0 0-0 II0.0 TO0.0 110.0 70.0 --e no ;M I10.0 I00.0 tfoo - 100.0 S 10.0 70.0 70.0 t0111.0 110.0 _ 1/6 2/0 2/6 3/0 3/6 8/0 100A ... . . . . ... . . 70.0 }00.9 110.0 100.0 11QA - - 10010 110.0 - 100.0 104.6 ,Is 2/0 2/6 3/0 3/6 8/E 500.0 110.0 :00.0 110.0 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WIDTH (W) = DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS w+M tLe YkrMf6 DWG. NO.: W98-01 yy; Prjr. JAVAD MMAOcfft r prt S FtA. PE /70592 ��• .L4 qqqqqq kYY a tt##�6 T C.AN. SSJB IS gIEIl30, L W,NOOWS 8k BOORS IM00 mdh9est 25 sheet morrh, florido 33172 a q R 12 ?QIZ product : Series 450 Outswirlg Doors & Sidelites g M' dote : 10-20-97 sheet 5 of 7 -E MULLION PERFORMANCE CHARS DESIGN LOAD CAPACITY - PSF ' NOMINAL DIMS. MULL TYPE 1 MULL TYPE $MULL TYPE 3 8?DSH (YO HEW EXT.(.) INT.(-) EXT.(t) 14T.(-) EXT.+) Iht(-) 1 1/8 2/0 2/8 :. 3/6 '. 100.0 110.0 I= 110.0 100.0 110.0 100.01 110.0 100.0 ?10.0 100.0 110.0 100.0 110.0 100.0 1101 - SODA 1I0.0 - - 100.0 119.0 70.0 7U - - 1/6 2/0 2/6 3/0 3/6 7/0 f00.Q if0.0 100.0 110.0 :00.0 S10A 1000 IQ0 1ooc 110.0 100.0 itOA 100.0 ft0.0 100.0 110.0 - 100.0 SIOA 100.0 110.0 - 100.0 110.0 1/6 2/0 2/6 3/0 3/6 7/6 IOU 110.0 100.0 110.0 100.0 110.0 0-0 II0.0 TO0.0 110.0 70.0 --e no ;M I10.0 I00.0 tfoo - 100.0 S 10.0 70.0 70.0 t0111.0 110.0 _ 1/6 2/0 2/6 3/0 3/6 8/0 100A 110.0 100.0 Ilu 100.0 110.0 100.0 110.0 100.6 110.0 70.0 70.0 }00.9 110.0 100.0 11QA - - 10010 110.0 - 100.0 104.6 ,Is 2/0 2/6 3/0 3/6 8/E 500.0 110.0 :00.0 110.0 Me It0.0 100.0 IS0.0 100.0 IIOA - IOU 110.0 tOQ.O 1044 - 96.9 06.9 - - 70.0 70.0 1/6 2/0 2/6 3/0 9/0 100.0 110.0 100.0 110.0 100.0 110.0 I= 110.0 100.0 104.1 - - 9&t 98.1 70.0 mo - - 1/6 2/0 2/B 3/0 9 /r 70.Q 70.0 Tao 70.6 100.0 110.0 70.0 Mo 70.0 70.0 - 70.0 70A 70.0 70.0 1/e ' 2/0 2/6 3/0 10/0 70.0 701 70.0 70.0 70.0 7" 70A 70.0 100 70A -- 701 70A - - 599 _ REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS w+M tLe YkrMf6 DWG. NO.: W98-01 yy; Prjr. JAVAD MMAOcfft r prt S FtA. PE /70592 ��• .L4 qqqqqq kYY a tt##�6 T C.AN. SSJB IS gIEIl30, L W,NOOWS 8k BOORS IM00 mdh9est 25 sheet morrh, florido 33172 a q R 12 ?QIZ product : Series 450 Outswirlg Doors & Sidelites g M' dote : 10-20-97 sheet 5 of 7 -E IP -1 PANEL. PERFORMANCE CHART FOR SINGLE 3 DOUBLE DOORS & SINGLE SIDELiTES (WROIN STU SIDEUTES LIMITED TC 18. OR LESS, DESIGN LOAD CAPACITY - PSF NOMINAL DIMS.GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS CLASS TYPE 'A1' GLASS TYPES 'B' A: 'B1' NOH. PANEL WIDTH NDM. PANEL HEIGHT EXT. (*) tNT. C-) EXT. (.) INT. <-) EXT. <+) IN'. <-) 2/0 2/6 3/6 ••• 100.0 110.0 70.0 j 70.0 90.0 90.G LOCO 110.0 X0 70.0 90.0 90.0 14W,')' k�-OW* g 70.0 70.0 90.0 90.0 100.0 110.0 7_0.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 j 100.0 118.0 70.0 70.0 90.0 90.0 100.0 lima 70.0 70.0 9m0 904 100.0 110.0 78.0 70.0 9m0 90.0 100.0 liD.O 70.0 7010 90.0 90.0 2/0 2/6 3/0 3/6 7/6 laa0 HILO _ 70.0 70.0 90.0 90.0 100.6 110.0 70.0 70.0 900 98.0 100.0 110.0 70.0 70.0 90.0 90.0 IOSA 1 1054 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 6/0 100.0 SidO 70.07410 90.0 90.0 100.0 110.0 70.0 - 70.0 90.0 90.0 100.0 110.0 70.0 70A 90.0 904 70.0 70.0 70.0 x 70.0 + - - 2/0 2/6 3/0 3/6 8/6 100.0 i 110.0 70.0 r 70.0 r - - 100.0 1 110.0 7410 a 70.0 • I - - 1010 110.0 70.0 + 70.0 70.0 70.0 70.0 + 70.0 • - - 2/0 2/6 3/0 9/0 100.0 110.0 1 70.0 • 70.0 ■ - - _ 10_0.0 110.0 70.0 • 70.0--.-- 0.0r3/0 • • 0** 100.0 110.0 70.0 ■ I 70.0 • - 2/D 2/6 3/0 9/6 70.0 70.0 70.0 r 70.0 * • _ - 78.0 70.e 70.0 ■ 78.0 • - - 70.0 70.0 70.0 r 70.0 + - - 2/0 2/6 3/0 10/0 70.0 704 70.0 ■ 70.0 r 70.0 7010 70.0 r 70.0 r 70.0 70.0 704 r 70.0 r LOADS OWN ►ASE ARE FOR DOORS USM tHRESIgIOS ® IK ANY CONDITION ANO SS @ CSJ WIRE WATER IMFlLTRATION REQUp7EO1 ARE NOT APPLICABLE. -1 -1- - v/v V-UIC rgNCL b1LE5 AUUYt 6/0 KEQUIRE TRUE MUNT!N. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PANEL IR/SIDELITE 4"w •, �� '1 o °� $ A3 ' ^I S THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR _43 SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. ••• • • • • ••• REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. ® SS1 (551 Vi • • • • • 'STEPS TO USE CHARTS; • • + •DETERMINE WIND LOAD BASED ON PROWISIONS OF 2010 FLORIDA BLDG. CODE. o: 0 3 ¢ drow•mq no. • • • • • s -^ • • • 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROWSIONS OF FSC. Engr. JAYADANNAO Q • • • 0 • •• •• • • • • • • • • SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. € •• •• 507 W • i r= : • • • • • FIA. FE R 70692 • • 4. *CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. CAN. 3558 • • • • • • • • • THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REOUIREMENTS. 540 539 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. �� �' • • • 0** • • •7•4L&4R DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION U TCUCUTSNANC�. OUTSWING (SADDLE RESID TIAL (SADliE1• • AA ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL, FOR Uh '% J 1014,.. - • _ • • Tt�E SNORE SYSTEM. � 4"w •, �� '1 o °� $ A3 ' ^I S A SZO.Z _43 ••• • • • • ••• • • 3 drow•mq no. • • • • • • • • • • • •• •• • • s •• •• ••• • • • ••• • • 4"w •, �� '1 o °� $ A3 ' ^I S A SZO.Z _43 s s � 3 drow•mq no. W98-01 MULLLON ANCHORS AT SIDELITES DESIGN WAD CAPACTY-PSF m STf i ANCHORS PANEL I PANEL LUSTER OF CLUSTER OF;CLUSTER OF CLUSTER OF CLUSTER OF PANEL TER PANE'- CLUSTER OFECLUSOF CLUSTER OF•C�LUSTER OP CLUSTER O 24' 6" 24" r 3 �' WIDTH 'EIGHT•3 ANCHORS 4 ANCHORS 0 ANCHORS 3 ANCHORS 4 ANCHORS WIDTH ICIGHT1 3 ANCHORS 1 4 ANCHORS �6 ANCHORS 3 ANCHORS 4 ANCROR DM SPACING 2/0 100.3 11ao 110,0 110.0 110. , 2/0 1 105.7 110.0 110.0 Ito.o 1 110.0 AM 2/6 81.! 110.0 11x0 110,0 1100 2/6 6/8 64.5 110.0 110.8 t10A :10.0 90.7 IIaB 110,0 IIOA 3/0 70.4 93.9 110.0 If0.0_ 1:0.0 1 3/6 536 7&1 110.0 101,3 !10A 3/5 60,4 90.5 110.0 !10.0 110.8 2/0 936 110.0 1 110.0 110.0 110.0 2/0 100.7 1t0.0 110.0 110.0 110.0 1 ; / r ; i r tE ♦��` -/61 7/0 77.2 :03.0 I 110.0 110.0 Itu 2/6 LO 805 107.4 110.0 110.0 110.0 N1 E• `` 3/0 643 66.4 :10.0 110.0 110,0 3/0 87.1 093 110.0 110.0 :104 3/6 55.6 74.4 :10.0 955 1104 3/6 575 76.7 I= IOLO t10.0 1!••�� yy i¢3 2/0 r72.1 110.0 110.0 110.0 110,0 2/0 9410 11010 110.0 110.0 110.0 2/6 7/6 961 110.0 110.0 110,0 z/6 116 75.2 1=3 110.0 110.0 tlo.0 3/O 962 1 LOA 101.6 1104 1 3/0 627 83.6 ItOA 110.0 110.0 3/6- 695 104.3 at 110,0 1 3/6 53.7 71.6 107.4 1009 1IDA 2/0 83.7 IIIA 1104 110.0 :10.8 2/0 88.2 110.0 110.0 110.0 110.0 ```�♦` `♦♦♦ i / rr - 2/6 8/0 67.7 90.2 170.0 110.0 110.0 2/6 e/o 705 Oct 11011) 110.0 110.0 ` f / 3/0 565 75.7 110,0 99.1 110.0 3/0 568 78.4 110,0 110.0 1 110.0 II '♦ 3/6 46.9 65.2 973 64.5 tO73 3/6 50.4 67.2 10DA INA 110.0 2/0 7&0 105.1 110.0 110.0 ti0.0 2/0 03.0 110.0 110.0 ti6.0 110.0 i� 2/6 8/6 11 64.9 t10.0 110.0 110.0 2/6 8/6 E 6&4 8&6 110.0 tt03 110.0 =P.110". 3/0 535 713 :06.9 92.4 110.0 3/0 55.4 7310 !10.0_103.9 :10.0 ( PANEL WIDTH PANEL WIDTH 3/6 4&0 814 92.1 7106 IOtS 3/6 47,1 633 949 89.1 11&0 2/0 74.5 99.3 110.0 110.0 It" 2/0 785 104.5 110.0 Ilea tio.0 �DR SiDEI3TE DOUBLE DDDR 2/6 9/0 60.2 80.3 flG.O 104.0 110,0 2/6 9!0 62.8 637 116,0 110.0 110,0 3/0 _ 505 67.3 110.0 875 HOA 3/0 523 69.7 1043 98.2 1toA % 2/0 70.8 1 94.1 :10.0 110,0 110.0 2/0 74.4 99.1 110.0 110.0 %10.0 2/6 9/6 574 761 110.0 9&6 110.0 2/6 9/6 595 793110.0 110.0 110.0 3/0 47.9 633 95.7 82.7 105.6 3/0 49.6 I 8&I t 99.1 931 110.o 2/0 87.1 69.4 110.0 1160 110.0 2/0 70.7 94.2 110.0 IIOA 110.0 2/6 10/0 541 725 109.4 937 110.0 2/6 10/0 565 75.4 110:0 106.: 110.0 3/0 455 603 1 91.0 78.6 IOD.3 3/0 47.1 62.6 94.2 8&4 :10.0 - ANCHORS: TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. TYF'!< 'g'- 'f /44 LNA. ULTRACOf9 BY '>, ca'_w 177x*, t ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD &SILL :NTD 20Y WOOD BUCKS OR WOOD STRUCTURES I 1-1/2" MIN. PENETRATION INTO WOOD •.,1:. THRU 1BY WOOD BUCKS INTO CONCRETE •JATIHEAD STEPS TO USE CHARTS: 1-1/4" MIN. EMBED INTO CONC, OR MASONRY 1. SELECT TYPE OF ANCHOR. x - 3 p 3 ^ DIRECTLY INTO CONCRETE k'' 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE �Q Y r.,.. 1-1/4' MIN. EMBED INTO CONC. OR MASONRY LOAD CAPACITY. THIS LOAD CAPACITY MUST S _ MEET OR EXCEED DESIGN WINO LOAD m g _ EDGE DISTANCES REQUIREMENT DETERMINE IN STEP I INTO CONCRETE AND MASONRY - 2" MIN, OF SHEET 6. MTG. STILE ANCHORS AT DOUBLE DOORS DESIGN LOAD CAPACTY-PSP MUUtON ANCHORS CU.GTEP, OF ANCHORS �AT StOEUTE 3. 4. 5 OR 5 DOORMTG. STU �(5) 3 AT SIOEVIE 2 A ODOR �ANCM SEE CHART FOR CAPACITY 3" MIN. TYP. • • • a s s • • INTO WOOD STRUCTURE - tMIN. • • • • • • • • s EMp: JAYAD A111M0 r.�y�-. waon • • • • • • • • TYPE•• - 1/4' DIA ULTRACON BY 'ELCO (Fw177 KSI, Fy-155 KSI) ••R FIA n 70592F611tY / -D • • • • • • • • DIRECTLY INTO CONCRETE AT HEAD OR SILL CAN. 3536 N�IYrIw•IM•-'��03 0 .§ $ 1-3/4- MIN, EMBED INTO CONC. A •� EDGE DISTANCES • • • • • • • • • • • ONTO CONCRETE = 2-1/2' MIN. /J-219 •CONCRETE i•c - 3000 PSI MEN.?Ot% • • • • • • C-90 HOLLOW/FtLLEO BLOCK I'm a 2000 PSI M%N. _ L_- sheet 7 of 7 -bTv-•y-t w• s-• -- r ♦ ♦ i r ♦ ♦♦ ••• • • • • • • • • • • • • ♦ r � r ♦ r • • • a s s • • INTO WOOD STRUCTURE - tMIN. • • • • • • • • s EMp: JAYAD A111M0 r.�y�-. waon • • • • • • • • TYPE•• - 1/4' DIA ULTRACON BY 'ELCO (Fw177 KSI, Fy-155 KSI) ••R FIA n 70592F611tY / -D • • • • • • • • DIRECTLY INTO CONCRETE AT HEAD OR SILL CAN. 3536 N�IYrIw•IM•-'��03 0 .§ $ 1-3/4- MIN, EMBED INTO CONC. A •� EDGE DISTANCES • • • • • • • • • • • ONTO CONCRETE = 2-1/2' MIN. /J-219 •CONCRETE i•c - 3000 PSI MEN.?Ot% • • • • • • C-90 HOLLOW/FtLLEO BLOCK I'm a 2000 PSI M%N. _ L_- sheet 7 of 7 -bTv-•y-t w• s-• -- ••• • • • • ••• • • • • • • • • • • • • it MAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. EWS END] RESIDENTIAL SADDLE sig► BN R CONS'T'RUCTION 112 SCREWS 3/ ENO / o • {i• ••• ••• ••• •••-� • - • = : • •STID. SILL CORNER DETAIL ••• • • • • ••• • • �w*4�o3 as/C r �12 SCREWS YC 2/ LEG .(= ADA SILL CORNER DETAIL t,-/12 SCREWS 2/ LEG 2X2x 1/4" ALUM MOLE - EXTERIOR INTERIOR ADA SIL, ® MUUJON 19r. JAVAO N000 CAA Fv, PF A 705" CA.x. 5558 7 IOU.. o o drowing no. W98-01 MIAMI•DADE e141IANIT-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINT ISTIZZikTION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP':!-ANCE (NOA,) wwwartiamidnde.eoy/economv a 10100 N. W. 25'e 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 Countyand 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 (hi Miami Dade County) and/r t1:e AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality a:s�:::raancc 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 Eurricane Zone. DESCRIPTION: &tits 111 (0 Sentinel" Altuminum0vtswing glazed Doors w/wo Sidelites - LAU APPROVAL DOCUiY EN ; Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", 4VvV.L thr u 1 I of 11, inclusive sheet 9.1, pre,;a,red by Al-Farooq Corporation., dated 01-03-13 and last revised &JUL 31, 2013, Signed and sealed by Javad A':.; a:`, 1'.L'., beating the Mianri-Dade County Product Control Apr ??vat stamit w4gZthe Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section • 666x.. MISSILE IMPACT RATING: Large and Small Missile Impact • • • • • • • Limitations: • 66x6 .. 1. See Design Pressure ratings single and double doors in sheet 1, single sidelite in sheete drtd floor tlUU94 in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the dlftir8ltssembly. 2. See glazing option in sleet 5 and locking hardware in sleet 9. """ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ci, , sq e and j?M;nd following statement: "Miami-= odc County Product Control Approved", noted herein. 6066 RENEWAL, of this NOA sh fl , ,. c:)nsidered after a renewal application has been filed and there has been tlo:clrange in the applicable building co(,.-. ur. t;aatively affecting the performance of this product. TERMINATION of this NCA 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 tc=, rninaton and removal ofNOA. ADVERTISEMENT: The u:; nrber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of tl� is . ti. z: NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspecti , , ' tl :,job site at the request of the Building Official, This NOA consists of this lm ;o :.:n:l evidence pages E- I& E-2, as well as approval document mentioned above. Tile submitted documentatio.i w.,1z; rcvicwed by Ishaq 1. Chanda, P.E. NOA No. 13-0226}F6 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 Page 1 666x.. 666x.. 666x. 666x. 666•x. 666x.. 6x00.. CGI Windows & Doors, lite. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W 13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9, 1, prepared by Al-Farooq Corporation., dated 01-03-13 and last revised on JUL 31, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+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 out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. C. CALCULATI€1NS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13 and last revised on Jun 04, 2013, signed and sealed by Javad Ahmad, P.E. ' 3. Glazing complies rv/ ASTME-1300-02 & -04. • • • • D. QUALITY ASSURANCE •••�•• • 1. Miami Dade Department of Permitting, Environment, and ReguiatoryAffairs RRA). •••• • •• E. MATERIAL CERTIFICATIONS •• • • • • ' s 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemodfs WCo., Ir%, for their "DuPont Sentry Glass© Interlayer", expiring on 01/14/17. • • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Cg npapy(MAj f6Aftr Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21716. 0000 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring ori 1.2/11/18. F. STATEMEN'T'S 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/13, signed and sealed by Javad Ahniad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER I. Test proposal 4 12-0553, dated 04/25/12 approved by RER. slraq I. Chanda, P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 E-1 v t 2 ANCHORSt;. TYPE 'A', OR 'C AT STILE IN 2 I� A LOCK tpTKINS-- ' I SEE StiEFT A , ACTWE SEE CHART FOR OUANTITY i HEAD ANCHORS AT STILE ONUS DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) QUANM-Y CHART DOORS LOAD CAPACITY - PSP DOUNLE (XX) ANCHOR TYPE SHIM 'A' ODOR DIMS.LAM. ue INSUf-LAM. 4 3/8-.. DDDR 01>AS. LAA1. or iNS01� IAM. S .e4� Q 1-.f) DIMS• ._ ..a-8 8 G _ m4"ti Z n aa0 1 O� � v u h O 04 a�3LL�! L. zing y M AgPH1YOd 89 e8•j1(YI8$ 9!116 NHI.-. .-. Tri89id8 YeldlAQ Cod?.. '•.,5 •- --:._. NOAi' Mimi eI'n f d �t , w , ,i�' 1 ;v1rt�' CERIF� 1E30,.SF:iV.Ti� 3 `�ztv o Nnc wE -�-'z A.1.UMiLZ>11 0117a)��CL�Rif..�Y1...S.112E1.L�5 � S3n Nr m T t APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS •�, p n rn WITH OR WITHOUT SIDELITES. C5 `s. SIDE LRES CAN DE ON ONE OR BOTH SIDES OF DOOR. - zt;! ^j T �i SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACNTIES. •-I o._ R 2.3 1 2" \ 2,l t l7• I' v •- -. / SEE SHEET 3 FOR SINGLE. STATIONARY PANEL LOAD CAPACITIES. D.L. OPG. "- ' 2 ANCHf,J�'i � D.L. OPG. ; D.L. OPG. SEE SHEET 4 FOR S!OE! ITE TO DOOR MULLION CAPACITY. -TYPE '8:".- a ANCHORS ` SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDEUTE OR MULLION CAPACITY -' - ----- ---' AT S70.C` ENDS. L _....-.—. TYPE '8' FALSE M�WtiNS CHARTS WILL APPLY TO ENTIRE SYSTEM. {- AT STILE ENDS MAY BE USED— EEVATI_--_____-.-_------------------------------ TL LON ....� WO, EI 00,THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( XX ) REQUIREMENTS OF THE CURRENT FLORiMA BUILDING CODE INCLUDING HIGH YYLOCITY g HURRICANE ZONE (WHZ). Q i -0 PIC LQ1N cj 1BY OR 2BY WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ` 5 3 NOTE: • • • • • • • • CONTACT WITH OTHER DISSIMI!AR MATEIDALS SHALL MEET THE REQUIREMENTS DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) VERIFY COMPLIANCE DOORS LOAD CAPACITY - PSP DOUNLE (XX) ANCHORS SI4ALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. BLDG. CODE SECTION 20D3.8.4, `e ODOR DIMS.LAM. ue INSUf-LAM. Eegr. aW MLMULAD •n "d i 1 �; DDDR 01>AS. LAA1. or iNS01� IAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS .e4� Q 1-.f) DIMS• Tu. PE 4 70592 FRAME LEAF Yr10TH MOTHEXT.(+) _ i i INT (-) FRAME LEAr FRAME E%T.( 1'AOTH wW^TH HEtGIiT _ 72" 35^ 96 80 80 ARE NOT PART OF THIS APPROVAL. A LOAD OURAPOH INCREASE IS USED IM DESIGN OF ANCHORS INTO 1400D GNLY. r, A.rr., r urrn ° o I •`->'- ., - 35°x'" 13D 81 3 NOTE: • • • • • • • • CONTACT WITH OTHER DISSIMI!AR MATEIDALS SHALL MEET THE REQUIREMENTS ` ` • t" VERIFY COMPLIANCE WITH pas UMtTijPA.WDERC RT:UIFgD. • • OF CURRENT FLORIDA BLDG. CODE SECTION 20D3.8.4, `e • •• • • • • ••• NOTE: • • • • • • • FLUSH BOLKJND LVAftMUST dF® • • • • • • • • -' Eegr. aW MLMULAD •n "d i 1 �; ENGAGED TO HEAD AHO SILL DURING .e4� Q 1-.f) DIMS• Tu. PE 4 70592 OF HURRICANE WARNING.O.L.O. HEIGHT s FRAME HL')GHT - 12.875' D.LO. WIDTH (X DOORS) - FRAME WIDTH - 13.75"$_GLASS NOTE: CAPACITIES ON THIS SHEET ARE ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • • • • • • • ••••-......�..._.._..._ • • • • yyO.•1YjDyi (XX DOORS) n (FRAME WIDTH - 25)/213dtorBASED ................_.............. OODRS �LRES WILE RATED FOR LARGE AND SMALL MISSILE IMPACT. I ICA,111,aoPERF- w13-01 DECLARATORY STATEMENT DCAOS-DEC-219 • • • • • %iUTTE�ARE NOT REOUIRFO. 1 .._—.........._...........I._..............—.---------------..... _............ sheet 1 of 11 ••• • • • • ••• • • ••• • • • ••• • • C............. IM -------------- IJ 37-t/4• "'- `�-•^-• IGiAD HORS 6' Sfll NNll4 - DOOR FRAME MOTH ' .................__.__......... ..._............ i 2 ANCFIpRS I ODOR FRAME WID1H O I- QUANTITY CHART' Z 6' AtAX. Y TYPE 'A', W OR 'C - ��. X+ -SEE CHART FOR OIIANHTY ANCHOR TYPE HFAD/='A.L . trro AT STILE ENDS HEAD/SILL 3" ?" 3" ' ; n p CORNERS 1 CORNERS CL ....... A ...... _ i ., .... 3/8 • 6 I.... 6... ..g...p 1/2•rY- I II ....� �p•PI z LOCK OPTIONS I -__.T 'A N x �iZ SEE SHEET 9 I TA.. s m W @ It��V--==;F- I N :OR SPACING THAT EXCEEDS 21` n +- m o ��T 'I _ ADD AN ADDITIONAL ANCHOR m 11 —1 BETWEEN HINGES ON DOORS OVER I I �� •�.lP-- ai t a o ��'..Q .M rin ♦ I IIzz-Jh ACTIVE IN NG C .'••... Q 11 �g5yg \ < $\\ 11 u 23 I 23 1/2` 1 \ 23 1/2" D.L. OPG. \ 2 ANCHORS D.I.; OPGOPG. ddd D.L. DPGA m . 6mt—plrbw with ON I-i'ttP£ D 1 4 ANCHORS SURFACE APPLIF-U USS-e�4t` a+ Al STRE ENDS `.3YPE 6• FALSE MUN FINS AT STILE ENOS MAY BE USED ' �•: swa•ne•xlTct i$i j -Ty-e"ELE ATION fS.�nlN TYPICAL ELEVATION FOR 3 HINGE x NOTE: SEE SHEET T I FOR DOOR CAPACITIES •• ••• • • • • • •• �V< y-- • •• s s • • ••• • ' • • • • aA Fng • • • • • r. 6 GYIi • • • • • • • • • • • • FLk PF j X582 � C.A.R. 353a a ••• • . 1yj3—Qj • • • s • 0 0 • • • • �IUL(sheet 2 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � u 1 n / I u I tt.J I II n \ II 11 11 11 \ I I 1 M.TNE --• I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —. —1, aelCAL ELCm0 31 -D.C. WIDTH HEIGHT (SEE NOTE BROW) ° INCHES INCHES 24 MULLION ENDS 80.0 30 ""'PlYIP9 %Ab tin W-0 liolo 33 84 goo droming no - W13 -01 i 39 73.8 73.8 24 80.0 Sao 30 80.0 80.0 S3 90 315 LOCK SEE 24 90.0 80.0 30 ° ~° °° ° ° °° ------------ 36 80.0 —. —1, aelCAL ELCm0 31 -D.C. � ° ° O.L.O. HEIGHT FRAME HEIGHT 12.875' ANCHOR TYPE ° MAY BE LMO °°~°°° MULLION ENDS Onto ""'PlYIP9 %Ab tin LA PCEfyik. droming no - W13 -01 i LOCK SEE ° ° ~° °° ° ° °° °° � -------------------------- ------------- HEAD ANCHORS AT 'MIX k U131,11.10K ENDS O.L.O. HEIGHT FRAME HEIGHT 12.875' ANCHOR TYPE TYPE a MAY BE LMO TYPICAL ELEYADO AT STILE 4ND MULLION ENDS Onto ""'PlYIP9 %Ab tin LA PCEfyik. droming no - W13 -01 i LOCK SEE L T31 it -------------------------- ------------- HEAD ANCHORS AT 'MIX k U131,11.10K ENDS O.L.O. HEIGHT FRAME HEIGHT 12.875' ANCHOR TYPE TYPE a MAY BE LMO TYPICAL ELEYADO AT STILE 4ND MULLION ENDS Onto ""'PlYIP9 %Ab tin -G. == , O.L.O. HEIGHT FRAME HEIGHT 12.875' SURFACE APPLIED TYPE a MAY BE LMO TYPICAL ELEYADO AT STILE 4ND MULLION ENDS Onto ""'PlYIP9 %Ab tin LA PCEfyik. droming no - �LEE D.L.0, DIMS ' - -a O.L.O. HEIGHT FRAME HEIGHT 12.875' D , L' 0. WIDTH SIDELITE WIDTH 6' STAND ALONE SIDFLITE ONLY D.L.O. WIDTH SIDELiTE WIDTH 4.875 SIDELITE TO DOOR ONLY E,,91 JAYND AM 2 LA PCEfyik. droming no - W13 -01 i DIRSIGN LOAD CAI'ACffY - 1'SF SIDEUTE COOR DEAF tOEIttE FRAME 6fUffidTR TO D(kop MIILIJON SWOTH VIOT}f HEtCHT Is (SEE NOTE BELOW) EXT.(+) r INT.(-) INCHES INCHES INCHES 2+ 2, SELECT LZR OF SIOELITE TO DOOR MULLION • • • 80.0 I 80.0__ 30 CAPACITY FROM TABLE ABOVE. • • --.-Bo.0 --��---80.0 • 33 35 89 8000 WIT - -"77.6 60.0 36............80:0.. 37-1/8 ---- 778 39 -� MULUON /-/( OXX))' END ANCHORS-/ F XXO) - ------------------ 73.8 -- A^_ SEE SHEET I 68.6 88.8 24 eD.D ..---80.0 6o.a 30 ... 80.0 --. 33 35 90 .BOA Bop 38 ........0..00, 80.0 ...... ... 0...0..00 80.0 37-1/8 77.8 7%.6 39 0..00073.8 ._.. 73.8 24 BD_0 30 35 96 __ BOA .... ... _80.0 80.6 ... ..... 33 _....._ 80.0 80.0 J6 ....... �-8...........88:8....... 3%-1/8 77.6 77.6 8 (JJ ,.�.„ _ __F ___________________ _ ________________ _,y ..__ i i � � LEAF WIUTH ------------ SIOEUTE '.YIOTH POOR FRAME WIDTH �..,. .. ................._. ........�_.- ---SINGLE (X) 37' tAAX. DOUBLE (XX) 72" MAX. .0)MITE TO DOOR INSTRUCTIONS USE CHARTS AS FOLLOWS. DOOR SIDEUTIE FRAME YAOTH I Wipih' -_� OXO ) ( XOX ) • ••• ••• ••• ••• ••• . .. .. . . .. .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . W107H • • • • YAOTH zl/,: • • • • f, • • .0* TABLES ON SHEET 1. •• • • • • • • • 2, SELECT LZR OF SIOELITE TO DOOR MULLION • • • • • • • • • • • CAPACITY FROM TABLE ABOVE. • • • • • • • • 3• LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY •• ••• •• •• • • •• TO ENTIRE SYSTEM. ,STILE -� MULUON /-/( OXX))' END ANCHORS-/ F XXO) POOR \.END ANCHORS SEE SHEET 3 SEE SHEET I • ••• ••• ••• ••• ••• . .. .. . . .. .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . W107H • • • • YAOTH 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM • • • • .0. • • .0* TABLES ON SHEET 1. •• • • • • • • • 2, SELECT LZR OF SIOELITE TO DOOR MULLION • • • • • • • • • • • CAPACITY FROM TABLE ABOVE. • • • • • • • • 3• LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY •• ••• •• •• • • •• TO ENTIRE SYSTEM. • ••• ••• ••• ••• ••• . .. .. . . .. .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . W107H WtOTH .•..• 0000 YAOTH --_._- LJ- NOTE: lip GLASS CAPACITIES UN THIS SHEET ARE BASED ON ASTM E13OO-04 (3 SEAND FLORIDA BUILDING COMMISSION�� DECLARATORY STATEMENT DCAOS-DEC-219 I ,j 'ny: JAVAp AWIAD CMl FLA. PE / a !I i!: 1�2�t3 �-� i.� Ila ��_• Idrov W 113 d 1 I 7$/16" ANN. C1A55 C3/78' HEAT STREH'O GLASS 1 090 SAFLEX PVO BY 'FASTX" GHEWAL C0.' SAFEEX t>•JB Bt:-`f,ASTAfM CHEl.11CN_ Co.. CO.' \ t- (NTERLAYERS -[ A90 SENTRYGIAS BY •OOPS CHROCAL CO.' - INTERLAYERS-'C .0`7.090 SE HYGIAS 8v 'DUPONCP BY 'FASYMM T .090 \ ; T -3/1G' ANN. GLASS \ l` ;-3/f," HEAT STREN'0 GLASS i SILICONE ,1 SILICONE _DOW CORNING 895 1 1 OOW CORNING 995 / �1200NING 899 (XYW CORNING 899 m \ / I GE -1200 i 14 \ [3 t l / \ 1 F LAX GL•fSS ��4vWR 7/kti"-� ASS CLAZIPG..OPTIMS • •• • • • • ••• • .. ... .. . . . .. . ... ... ... ... ... . .. .. . . .. .. ... . . . . ... . . . .. .. . . . .. .. TEMPERED GLASS 3/8' AIR SPACE --3/18' ANNEALED GLASS L ;-.090 SAFLEX PVB BY 'EASTMAN CHEMICAL 00. tNTERIAYERS; 475 SAFLEX CP BY 'EASTMAN CHEMICAL CO.' ` L m SENTRYCLAS BY 'DUPONT' i ( 3/18° HEAT STREN'D GLASS 4 DOW C E DOW CORNING 995 � 1 /-DOW CORNING 899 t -I J , \ 1 ST. STEEL. METAL SPACER AROUND THE PERIMETER OF THE GLASS. N)NyroYJaS 93Cec1Pt71Ag MicD th• L" OVERALT, INSUL. LAAf. GLSSS yyN/.i1s,Mif8Cute_, Pn.lncL E'oxtnil JUL amwo" 1a. Wt3-01 TYPICAL ANCHORS EDGE OIST. /-SEE ELEVATIONS L..- FOR SPACE G CONCRETE KA `2l 1 I 1 I 1 1 . I I j� I i i i I i I rgl-" 1 I 1 ILII . 12' Ir I I 13, �.�jit . i TYPCAL AN@t ,„_........ EDGE_.txsr............ �SfF FLEYATION M FOR SPACING 1BY WOOD BUCK SEE NOTE SHEET I `CONCRFiE it .. --'— _ l---------- ---- N 20TI 8Y WOOD BUC WOOD STRUCTURE SEE NOTE SKEET I EDGE 91ST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING \ W009 BUCKS ANO METAL. STRUCTURE. NOT BY CGf WINDOWS STEEL : 12 GA. MIN. (Fy = 36 KSf MIN.) iktl94i�WtCwlc". am :; ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) TYPICAL ANCHORS ' (STEEL. 1N CONTACT WITH ALUMINUM 1'0 BE PLATED OR PAINTED) SEE ELEVATIONS - AND TRANSFER THEM TO THE BUILDING STRUCTURE INTO METAL STRUCTURE s 3/4" MIN. FOR SPACING INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 4m,u r a FE 0 �a G 0 6a0&WPy >xxOQQ> 1b di � tr R I �651d INTO METAL STRUCTURES (HEAD/SILL/JAMBS) W009 BUCKS ANO METAL. STRUCTURE. NOT BY CGf WINDOWS STEEL : 12 GA. MIN. (Fy = 36 KSf MIN.) iktl94i�WtCwlc". am :; ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' (STEEL. 1N CONTACT WITH ALUMINUM 1'0 BE PLATED OR PAINTED) TYP1C8! EDGE DISTAN�� AND TRANSFER THEM TO THE BUILDING STRUCTURE INTO METAL STRUCTURE s 3/4" MIN. • • • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • • RTO 'LBP WOOQ BUCKS Oft WOOD STRUCTURES 1-1/2" LAIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU !BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN EMBED INTO CONCRETE (HEAD/SILL) ..; 1-1/4" MIN..: EMBED INTO CONC. OR U40NRY'(w'W Eng.: JAVAO ARM•• TYPE '8 - 1/4" Dfa TRA -ON BY ' 0' (Fu -177 KSL Fy:159 KSt) ••:• DIRECTLY INTO CONC. OR MASONRY • • • •• 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 1714 ST/ST SMS OR SELF DRILLING SCREWS (Fu=100 KSI, Fy 65 KSt) CAN.5538 INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 4m,u r a FE 0 �a G 0 6a0&WPy >xxOQQ> 1b di � tr R I �651d INTO METAL STRUCTURES (HEAD/SILL/JAMBS) egproeRlnrompbingwlttrtM STEEL : 12 GA. MIN. (Fy = 36 KSf MIN.) iktl94i�WtCwlc". am :; ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) N "i" -, _�i _ i �aeEConhd ' (STEEL. 1N CONTACT WITH ALUMINUM 1'0 BE PLATED OR PAINTED) TYP1C8! EDGE DISTAN�� Uq .:.•^:::::..::.:.::.:-_=:` • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o i �drowing Oo.l W13-011 INTO CONCRETE AND MASONRY - 2--1/2" MIN. INTO WOOD STRUCTURE _ 1" MIN. -' INTO METAL STRUCTURE s 3/4" MIN. • • • • • • • C%4CFWTE AL WEAD, SILL OR JAMBS Pc - 3DOD PSI MMT. • • • • • • C•90 ifOLILOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • • • AI�lmiRS MAS BE HEX OR FLAT HEAD. Eng.: JAVAO ARM•• ••:• •• • • • •• CML FLA PE ; 70582 UALUN.T.S. CAN.5538 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S GE SC52000 SLVCONE SEALANT. n 9 V9a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o i �drowing Oo.l W13-011 3/8"m^ TYPICAL ANCHORS SEE ELM FOR SPACING ACTIVE LEAF 3 POINT LOCKWITH DEAD MY mm - °°°°~ ° °°°°°°°° ° °°°°�°~ °° DOOR FRALIE WIDTH ° ° ° ° = ° ° ------ ° * ° ° °° °° " °°= ° ° TYPICAL ANC:•10RS /•SEE ELEVATIONS I µ� Y® (j• !OR SPACING CONCREIF> ( T. �0 2. O d N iz Ct ............ I/Z" MAX.'•. ' f._ J i MATING JAMB FASTERERS x h �91 �� {2} tB�FOR LOCATIONS uai ETf I Ty) l` SEE DOOR JAMB SPACING ` 0) - ON .SHEETS 1 Jc 2 75 ; 4OR"' ._. .......... __ .....-_-._. ..........................................1 �,0- n ow Ix i MASONRYI Ii ♦ ........ .. ......._ rJ 1 1. _ Q• " X i !i, 3Z4 u w....... _ .; i I L stnc,IXTER1 OR wDnl f Y I n t ; '� (2� 1 w__.__._........-..._.-..... SiDEUTE._WIDTti DOOR FRAME YIIDTH _ 1! / 37" MAX. SINGLE (X) --------- / ----.-7Z" MAX. DOUBLE (XX)--- FRAME WIDTH TYPICAL ANCHORS ?AppMMtd Of tomAvlar %ith 1M -SEE ELEV. U>rl Cale n;2•i j FOR SPACING ! APPLY SEALANT r' •........BEFORE MAING - .:-: -�_ •h AWNcl Qcatral:: - I � cit•: ..� -..' . .p • • • • • • • • • N9& LIMIT SHIM TO METAL STRUCTURE, AT. JAMAS TO 3(8"-^- (T2 • • • • • • • • • `. `-. • • • • • EAQr: JAWA AYMAD 4jj • • • • • • • a • • • • • CMA FLA. PE J I y , _ C.A.N. 51"d8 � 13 c EQCE DIST TYPE- ANCHORS • • • • • t • • �.... ............. _._____._.. `•--SEE ELEVATIONS • • • • • • • • • - - W�3—OSI FOR SPACING• • • • • • • s • • • SIDELITE DFTAILS .—.— • • • • • • --------------------- _ ;sheet 8 of 11 BILL OF' MATERIALS) EXTRUSIONS ft MISCELLANEOUS RERARKS ............ ... .. . BERM CW. Plot ft rip! Mw - ------------------ !TER --- I ------- -------------- . ........... . ...................... — ----- WH90 $NW im f2raR ; Fm IN. — ------------- ------------ ------- 22 n63844 350 FDO QASKET -A . ... .. ................... .......... ;w OR rally 0 ....... --------- — — — ----------------- - ---- ----------- - - iii rim 1191ur WAD AMD SIZE W-16 CG! EMBED "S %MPDG x Vill. ILIPArAD OR CGUIV JAMB 6%3-T6 i 24 No vmrr. I�Ipppfi V1 - r - IN - 110RAFAB -- as ENV L . ........... .. . AT Exij!�B—mt ----------- ------- - ---- ------- ----- M-If C xm" 4-1 6 ....... ........ ... -- ...... . ..... III MIGE (4 1/2'%; ao 0,1, CG -193 PAM IQP AND BUT ..... I IN RAR. 6W-16 CIA WOOD m )Q0 AM-US321 Off (4 W' X 41 wa _5 RI)DIi 23B 101 AM-US3 K%U (4 Ile X 4') sis "KIER 7 i-194 PAREL VERTICAL STILE W3-16 CGI T . .......... ................................ ........ ....... ... .. ..... ......... ....... .......... mov 9 CGI -199 --------------- -------- -- ---------------------------- ............ 0 . . .... ..... 4 --------- ------------ - - - -191 .... .. JOB AND SILL CFfV Cam 4063-15 Clif EXTRUDER .-H --- L mt 0 [ A2j X7 W116 MLY T11REAWD PH i6iER VIIII 3M TO ZWC PLAIEDT 13 CGJ-192 FAW ikITER / PARI DESERNr SrO:aR BLACK 6963 T6 CW 12 FAAVC NWg N111 SCFiV COVER ......... ........... --------------------- zis Q✓I on �. --------- 11 &LAU "M KAI ............ ........... .... ...... MOTE: ITEM NUMBERS 8. 10 11 ARE I -------- EXjW .... . . .......... . .......... I ... .... .. 17 smy CMR W-13 I CGI EXIIII)DER LOCKING HARDWARE ..... .... INESCgiprm" YWRIAL IDWS . ....... .. CGI-4503PL 3 ... ....... USED BY kL Wt. -------- � R- — � . .......... - .., ... I qXDvtk—LamML 0 WTMN 1 1455 PASS ----------- — ................. . Burow . ..... ...................... xM 00 ............. 9�MELVER�--VLLW tn rai (1) 0 rn n m SCREVS faawltaMH 3! ITEN I VICRI yBoymp ----- Kum, . 1424m�, 1 -i4 n m I � 2�1 x ve 11EX WAD fqa IRA Aw Allown ---------- - ------ ............... .. ... 12. rw--(RRis- . . . . .... . .... ........... �,,Fx I IWWii 3 Kk CORIV .09 so 000 00 0 • 9 #0 Eor. AMAD AAMM Ccft FLA. PE 1 70592 CAN. 3538 41 *41: 0:9 41:40 013 .0 W1 3-01 ChijC"i PART � NAIERIAL 18 1 29 23 1 ............ SIIL 6063 TS 387 X .SAA iRUI PILE ............ (ACTIVE LEA � ISR [GI -123 i 6063 -TS CGL EX1RUBfR ............. — ------ Zq -- -------- -....XXTER -.06 7 Lv f!!S . ....... LCAr) .. ACIMAI-w �Wt� ----------- ------ _ 16 CG1-195 6067-15 CW EY.iRUBER .. 1�m A�Mk. PmnLum i (PTI,m WIND OW430 tn rai (1) 0 rn n m SCREVS faawltaMH 3! ITEN I VICRI yBoymp ----- Kum, . 1424m�, 1 -i4 n m I � 2�1 x ve 11EX WAD fqa IRA Aw Allown ---------- - ------ ............... .. ... 12. rw--(RRis- . . . . .... . .... ........... �,,Fx I IWWii 3 Kk CORIV .09 so 000 00 0 • 9 #0 Eor. AMAD AAMM Ccft FLA. PE 1 70592 CAN. 3538 41 *41: 0:9 41:40 013 .0 W1 3-01 ChijC"i PART � NAIERIAL 18 1 29 23 1 ............ 387 X .SAA iRUI PILE ............ (ACTIVE LEA ?.,LM14 i ............ . . .. . .............. DEADMI.1 (ACTIVE LEO ...... ... — ............. — ------ Zq -- -------- -....XXTER -.06 7 Lv f!!S . ....... LCAr) .. ACIMAI-w �Wt� ----------- ------ By pt ................. NEXTER BY SM JIG 1. ....... .. 1�m A�Mk. PmnLum i (PTI,m WIND OW430 DEADJOLT (ACTIVE LEAF) COPPCR CREEn I ......... - - ----- ACTIVE L(AF) ViCtIVE LENT PART � NAIERIAL 18 1 29 NAIERIAL 23 387 X .SAA iRUI PILE g�x E 7 /'mss a • • r'mc_"� • i • • it F aY ao:a a)-aT-ts )? revrstans: SERIES I60 STICCL Ktxe 01.17,5Ym1C DOOR(UI.1./Sui.)ii AL-IFAROOQ CORpORATiON -e a y •02escnwn : - - —""" " ENGtNEER5 & PRODUCE DEVELOPMENt' .' da J(g' t• I'A :3: W. RSA RIM- l'04Nie,iS — _ — ;CGI WINDOWS & DOORS i s z3s S.W. 37 AYE ------------------ ' 10100 N.W. 25TH STREE i MIAMI,Fl.ORtDA331:4 Q I MIAMI, FL 33172 Yfl_(Ws)2ea•sao0 FAx.(30a)26ae �_•.—. TEL (305) 553-6590 FAX. (305) 593-6598 'vl CWdP—ANL\ i3-010 ....... ---3.825- 1.590, 1_ F ...0 r2t 6') 'nflEvi CE46NY u�an tcu 8 062-• 1-625 FRAME COVER 1.622 -SILL COVER .465 .075 1.063 `3" SIDELITE TOP & BOTTOM FRAISE C) SIDELITE JAMB COVER (s) TOP & BOTTOM RAIL )0 - 5.500 .060 1.076 1.440 ` �. .__.4.495 C) HINGE & LOCK STILE 1-.135 • 05 5 (�� •o2z5 1•`• .185 t 1.060 F_I. -1.622 J 1 ......-'� I M-.0 5 \ o (,5) CL��''.), ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1810-b .�. _ i 2.000--.•: j .f. ' )11.120 .250-1 .}. ` ,1 4.000 T a.o°o °7s-. �0 •� pip" .'�CI�SS�STpP rLiM. GLASS) 2388 -- 1 - b • • • • • • • • °--.125 5- •m .120 .......... ...... ___�. _ ....—......� t.._� 9.... .050 -^+ 1.225•• • •,�,�0;.,_ • • • i• • • • • • • • 1.184 • �2 (4) P • • • • ,p • • • DOOR FRAME JAMB SIDELITE FRAME ,IAMB S F.I40TE MpTdNG JAMBS GLOSS -STOP (1i ! i! GLASS) ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • FtX PE f 70592 C.A.M. 5538 X -?o 13 rT?w 4d A CW PL*lep wilt tnt RTC Ade bWM1p4z M41M1fled:v�.1ti i M"e�w drawing no. W 13-01 { o ASSENBLY FAST£NERS 70 8E INSTALLED ASSEMBLY FASTENERS TO BE INSTALLED ( PROR TO JOAN!, MUTING J4MBS PPIM TO J04NINO MATING JAMBS G, �- , �•'� O -� i ovo Jl HOLE OAP.-_ \ -.ACCESS HOLE i ' /i /( i i n2 N I J/ M ' / /'✓ N` MATING NUMB FASTENERS p ; SEE SHEET 8 I ' �O n - 1DElITE JAMB CQRNER Ul4RE MATINQ JAMB CORMER COOR FRAME TOP & BQTTQM CQRNER I �+ o BO & f TOM IS?? &BOTTOM TOP I I � p1�Ya +Lppnrve0u WWjylaC'�hn lw Wie6Code- � LI rii / / j �• ••• •• • • • •• ECML ?7y„ / FLA PE i. 7o5�T c t G CA.N. �/ / • ••• ••• ••• ••• ••• 8 5; J(1 Bro '101,— • • • • • • • • w ^9 no. LEAF TpP &BOTTOM CQRtQf�2 • • • • • • • • • W13-01 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1M i� 11i13)� MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 Mianli-Dads 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:.. "Sotttinet 150" Aluminum Slidlag Glass Door W wo Reintorapluents = 4M.I. ` APPROVAL DOCUMENT: Drawing No. W10-31, titled "Series 150 Sentinel Alurg: jVtlYtg 010'I388r (L.M.i./ S.M.1.)", sheets 01 through 16 of 23 including 6.1, 6.2, 9A, I IA, 12.1, 12x mad 15. 1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by AI-Farooq Corporation, signedaaW sealed b Jav►ad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Revision sta&prwith the 14640trof Acceptance number and expiration date by the Miami -Dade County Product Control Ssvtim-P, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant " LABELING: Each unit shall bear a permanent label with the manufacturer's name or•lo%o, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless ofieiwise noted herein. Confidential 6.9 RENEWAL of this NOA shall be considered after a renewal application has been filed and there Ifa%'6een no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0821.16 and consists of this page 1 and evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI RADE COUNTY N07i; No. 13---1121.Q Expiration Date: September 22, 2015 Approval Date: February 13, 2014 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0821.16) 2. Drawing No. W10 31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.I./ S.M.I.)", sheets t through 16 of 23 including 6.1, 6.2, 9A, 11A, 12.1, 12.2 and 15.1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per ASTM F 842-04 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Alum. SGD 3--TAuk prepared by Architectural Testing, Inc., Test Report No. ATI1VP 3P.034sO-j8, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 12-0821.16) *00:00 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 • • • , ; • , • , 2) Cyclic Wind Pressure Loading per FBC, TAS 2050-94 ' along with marked -up drawings and installation diagram OU *;Alum: • 94R)2 --Track prepared by Hurricane Test Laboratory, LLC, *.t*„Report 14o. HTL-0080-1208-09R, dated 02/09/11, signed and sealed by Vino J.1klyrahans, P. T. (Submitted udder previous NOA No. 11-0303.02) 0 0 0 0 0 0 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202'94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of Alum. SGD 3 -Track prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-120899, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No, 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 E-1 0000. 0000. 0000. 0000. 0000. 0000. 0000. 0000. CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/14/13, prepared by Al-Farooq Corporation, signed, sealed and dated 02/04/14 by Javad Ahmad, P. E. 2. Glazing complies with ASTM B130044 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Itrterlayers with PET Core" dated 03/28/13, expiring on 12/11/18. • • • ;... �. F. STATEMENTS • • • • • • 0.• 1. Statement letter of no financial interest, conformance anti.ggfhplyit1g0xdth FBC 2010, issued by Al-Farooq Corporation, dated 11/14/13,•4p@d and sealed by Javad Ahmad, P. E. 00000 • 2. Proposal No. 11-1225 issued by Product Control, dated 11/2/jt, Stgned by IShaq Chanda, P. E. • (Submitted under previous NOA No. 12-0821.16) • • 3. Laboratory compliance letter for Test Report No. ATI -00733.03450-18 (2 ick), issued by Architectural Testing, Inc.; dated 08/09/12, signed and sealed by Vinu J, Abraham, P. E. (Submitted under previous NOA No. 12-0821.16) 4. Laboratory compliance letter for Test Report No. HTL- 0080--1208-09 (2 -Track), issued by Hurricane Test Laboratory, LLC, dated 02/09/11, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 11-0303.02) 5. Proposal No. 094073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 10-0510.15) ;.. Jaime D. Gascon;'P. E. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 E-2 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED). 6. Laboratory compliance letter for Test Report No. HTL-0080-120849 (3 Track), issued by Hurricane Test Laboratory, LLC, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) G. OTHERS 1. Notice of Acceptance No. 12-0821.16, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150 Aluminum Sliding Glass Door w/ wo Reinforcements - L.M,I.", approved on 12/20/12 and expiring on 09/22/15. Jaime D. Gascon, P. E, Product Control Section Supervisor NOA No. 13-1121,08 Expiration Date: September 22, 2415 Approval Date: February 13, 2014 E-3 • Y W • 9009•• 0000•• • 9.9999 • •••••� • 10+i w• • Y � •w•• • •Y +0.00 •909.9 • • 9009• • • ••909• • 0000+• • • • 9 • • • • • • 00••94 • Y • 10* •+ 9.9944 00 • 0000 • • 9999 Jaime D. Gascon, P. E, Product Control Section Supervisor NOA No. 13-1121,08 Expiration Date: September 22, 2415 Approval Date: February 13, 2014 E-3 _ zaa is/ls' -- — FRAAIf.�Y110M 42 ANCHORS IN PAIRS AT IIEAO/SILL/4AMDS AWL, PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY g- SEE CHART ON SHEET 8 AT SINE ENDS I FOR CAPACITY k 18' MNX. MEM/SILL _ _ _ ...............-_----------- _____________ ____________ ___ _______ __ ..._...._.____.._ _..__..._._..---. ___-- - _.......... -- ---------------- I 1 i , REINFORCING ...'?.......... ...... AT INTERLOCKSOPTIONAL i ....,r............ SEE SHEET 7 FOR cAPaclTr /:" IT 1 3 .......... . ..:�:::::.:_.— I .�._ �•Fl.._............-........_.__._..._ _ ................................. !.....__..__....._: ._............... .... .} .......... ......... ................... POCKET JAMB II }II I I I -. (SEE SHEET 4 &. 6 j g" t I g8-^1 �.8,`� 1 I I 42 er DETAtI M ON ILII--•• . •( hhh 111 --II a > -----D.L arc. -- - i - D.L. OPG. SHEET 131, (1) NEEP CUSIER (2) SEEP aUSI I (2) NEEP CLUSTER AT $m I. f. S u 48 1/8' 48 1/8 . .. ..... ..P.NCLWDili NElW10TH THESE DOORS ARE RAPED FOR LARGE & SMAII IMPACT. (2) MEP aUSIER (2) BW CLUSR (2) NCP CLUSTER in. MP SHUTTERS ARE NOT REQUIRED ................ ... ...... ............ ;. _ 1 TYFPICAL- EUYAT N. SERIFS 150 SENTINEL ALUMINUM SLIDING GLASS DOOR "oi—gewO.LRNTQ s ODOR HEIGHT - 9 11/16' APPLICABLE EGRESS REQUIREMENTS PER F8C TO BE REVIEWED - - - - - O.L.O. WIDTH = PANEL WIDTH - 6" BY BUILDING OFFICIAL. REFER TO PACES 9, SIA, 11 & IIA FOR WEEP SIZE. ............. _...__........_................................... ................................. INLOOIJC'C TLiiV1Sf:D aDSIFR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE xv rnnu>jd9ful; rdlk thn PRlrote-------------------------•••-- g o-) REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY • • • • • • • ' � Cl I LAMINATED GLASS AND HURRICANE ZONE HVHZ • • • • • hceeyP;n:a No, 0 1 ( ) 14TPIJCBSW Nn r LAMINATED INSULATING GLASS � °=1` • • • E aR • FDR n t i. 18Y OR 28Y W000 EA1Cha BY OTHERS. MUST BE ANCHORED PROPERI;' • •...-..•--...-...-{ii ...:.....:............................ .: r' 1:ARGF/SMAi,i. MISSILE IMPACT (I TO TRANSFER LOADS TO fHE STRUCTURE. -Bv -';'� •• :•.. �, L_________.__—_____—___'-_______________-___ • • i NE� gyp LpAp REOUIREMEN7 DASEfI�Ix tiLiddoCbotrd''•.. 1��! ANCHORS SHALE. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • OH D TY, BLbG HENs1T, WIND ;ME {`--E-nsr�: -JAW NIM � EMBEOMUIT FD BASE MAJER1A1. STAID. BE BEYOND WALT. DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STANDARD. tFtA Ff.¢5yy 70 ^A.N. S33 (� ' 1 } ANCHORINGOR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DETERMINE DOOR CAPACII•f FROM TABLES ON SHEET 7 NOT PARI' OF THIS APPROVAL FOR THE GLASS TYPEAND REINFORCING TO USE. n 000 000 ... ... A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INT WOOD tARIS O�S/IfT T•SFlEC7 ANCHOR OPTION MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS, RIAM • • W' ,EPSI� MORE dKM DESIGN LOAD SPECIFIED '' drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MESIF TIS • • • �•" o • • RfQUIR£MENTS OF THE FLORIDA BLDG. CODE. SECTION 2003.8.4. • • • %LIWEST IIAIZ UI � F'NOM STEPS 2 AND 3 C� r.W Q_3 t • • SNA_L APPLY 70 TIRE TEM. �sMppi 1 of 1 fi • • • • • • • - • • • • • • • • • • • •• •• w • • •• •• ••• • • • ••• • • I N M M _... 07 �g5 4t ^ o - I O M n Z' i, aDSIFR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE xv rnnu>jd9ful; rdlk thn PRlrote-------------------------•••-- g o-) REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY • • • • • • • ' � Cl I LAMINATED GLASS AND HURRICANE ZONE HVHZ • • • • • hceeyP;n:a No, 0 1 ( ) 14TPIJCBSW Nn r LAMINATED INSULATING GLASS � °=1` • • • E aR • FDR n t i. 18Y OR 28Y W000 EA1Cha BY OTHERS. MUST BE ANCHORED PROPERI;' • •...-..•--...-...-{ii ...:.....:............................ .: r' 1:ARGF/SMAi,i. MISSILE IMPACT (I TO TRANSFER LOADS TO fHE STRUCTURE. -Bv -';'� •• :•.. �, L_________.__—_____—___'-_______________-___ • • i NE� gyp LpAp REOUIREMEN7 DASEfI�Ix tiLiddoCbotrd''•.. 1��! ANCHORS SHALE. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • OH D TY, BLbG HENs1T, WIND ;ME {`--E-nsr�: -JAW NIM � EMBEOMUIT FD BASE MAJER1A1. STAID. BE BEYOND WALT. DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STANDARD. tFtA Ff.¢5yy 70 ^A.N. S33 (� ' 1 } ANCHORINGOR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DETERMINE DOOR CAPACII•f FROM TABLES ON SHEET 7 NOT PARI' OF THIS APPROVAL FOR THE GLASS TYPEAND REINFORCING TO USE. n 000 000 ... ... A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INT WOOD tARIS O�S/IfT T•SFlEC7 ANCHOR OPTION MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS, RIAM • • W' ,EPSI� MORE dKM DESIGN LOAD SPECIFIED '' drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MESIF TIS • • • �•" o • • RfQUIR£MENTS OF THE FLORIDA BLDG. CODE. SECTION 2003.8.4. • • • %LIWEST IIAIZ UI � F'NOM STEPS 2 AND 3 C� r.W Q_3 t • • SNA_L APPLY 70 TIRE TEM. �sMppi 1 of 1 fi • • • • • • • - • • • • • • • • • • • •• •• w • • •• •• ••• • • • ••• • • (t) 6" VfP amR (2) KEP 8" QtM CAN, 3$36 M12 1/6" U.L. OPG. ••6" 1 1 t 42 1/6" D.L. OPC. lip6Ab:R Qvk .� •,( A.Vbm.t1do„j. ,,tt fA� �2 4 B:xµ'wNtnn OPta.t'J. fj .�dtii� M1B 1/A ppHE{ VJIiITH • - -- PANEI _ WIDTH 4�8 8- a�6X g (2) HRP QbS1fR (2) MP LS MER (1) KEP < _..__.._.......— '..' (Ti T ............. ......... ............................. .l :. 6 . REFER 'TO PAGFS 9, 9A, 11 & I IA FOR WEEP SIZE. + p,I_ oPEaRHc .......... .. I O.L.O HEIGHT s DOOR HEIGHT - 9 11/16" • s • • • • • • • • • • D.L.O. WIDTH - PANEL WIDTH - 6" • ••• ••• ••• ••• •s• ••• • • • • • • •• •• • • •• •• ••• • • • • ••• • • ••• • • • ••• • • b 1 dry•$. N Q ,w g E 4 N N rn n �f 0 ) n D3 � bs z z b U -m drawing no. W10-31 FIA PC / 7052'. CAN, 3$36 PRODWFR1i ME -D K am�plFia;; uilA the Pkaida lip6Ab:R Qvk .� •,( A.Vbm.t1do„j. ,,tt fA� �2 4 B:xµ'wNtnn OPta.t'J. fj .�dtii� MIan3T3We Pradlal C•Nnt01 '• b 1 dry•$. N Q ,w g E 4 N N rn n �f 0 ) n D3 � bs z z b U -m drawing no. W10-31 0.... �;�....... 4 •Y- � i ........ ........ ......... XXX (SHOWN) OXx XXO XXX (REVERSE) xxxxxx (SHOWN) OXXXXO i Y. j.. s xxxxxx (SHOWN) OxxxxO APPROVED CONFIGURATIONS JjQN_—POCKETED DOORS (NUM-REMFORCEO SHOWN) TRN .._ ....... G ...... ........... . ................... ............................. EXTERIOR _......... PANEI •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• r:^ ..E. P(.. Sr .7 • W EXTERIOR • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • s 4 -mw Jrowinq no. W10-31 aunnrrrisuarstvi • • • • • • • • • • • • • • • • as rnun, tYi:lqq C.iIL IBaI��,:klu -. 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XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) ...................... .....FRNAE WIDTH --___._.. ----------- — .--4 PANEL WfOTH ...................:�------- -------- ....... ......:.{f:.::::::::....-:....... ,R.. EXTERIOR ..............' ----------------------------------- —----------- rttwE \ .----------------------------------------' ..........-- I ...::}�� . t XXxxXXXXISHDWN).-�:k" .... _-._.:�I {_..............`f............_.....i_.....::::::'•....�'..._.__(--,1.F OXXXXXXO --- -i EXTERIOR f ...,. PANEL Wl i x Li. . XXXXXXXX (SHOWN) oxxxxxxo ......FRAIdE --- --—__________________-____..__-__._..__. 1' - PANEL WIDTH 1-: RITW T ... -_,: I I ' I• Y ------------ ---------- - -- - - s EXTERIOR QjPR E6 CONFIGURATIONS NON-POGKETEO DOORS (NOW -REINFORCED SHOWN) • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• ••• • • • • • • •• •• • • •• •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FIA PE Y 7D59i C.Q.N. 353!1 PRODUC3'HMS$D tas.wnrydyil��'Rh 41n. FIorLio A Ca SSnlTdinP,L�IiL _ 'i' � ' FrPitnti;o{lkds � \;� ;.iiomi ffik Pradnct CNnMT• -"•- W10-31 i-- --- -- --- PXXX)NMN) L -J , A il 17", "- I ffy lox 00 ---------------- UP. Pxxxxxxxxp (SHOWN) EXTERIOR FRAME WIDTH EXTERIOR Pxxxxxxxo xxxxxxxxP OXXXX)(XXP LOCKET CAVaY NOT BY CGI APPROVED CONFIQUIRATI FOUR (4) TRACKS POMETS ARE NOT PART Or IMS APPROVAL CIVIL FV, PE 70YA PROIN-Cr RhVISED CAN. -W .3 d. Morbla I LAM, drawing no. *S>-4 - DESUIR; WiD CAPACM - PSP (GLASS) 01A89 TYPF.S GLASS TYPES J, iNG NS A7 & 'Al' 'r k 681i INTERLOCKS INTERLOCKS W/O REINF. VITH MIRY. PANEL WAIN WM ImM • OV 0 : a 0 0 DOM. INT -c- EX -W INT.(-) 24-t/8 • --------------- W- ------ a A, 0 -------------- EXII. (+)*LOA -0-S-,,',1-0 .... 64 .. ��;, rOR STD. SILL WINHOOT MMR LIMT BOA 60,0 B00 Dy FOR SILt WITH RISEROMAX!11. (+) L(JALN ftlIO PSF 80A 60.0 BOA 80A 42-1/0 so (�iW.0- BO.0 ; - Tbii iia SDA-......................... 48-1/3 . .30-1/6 t fto 54-1/8 60.0 80.0 50.0 EVA 24-t/8 BOA 600 BOA 80.0 3U -t/8 BOG JnR.86- - i" JS -1/8 BOA 60.0 allp. ... .. kW, ....... 12-1/8 60.0 60.0 so 0 -- -- - ------ 4-- : 800 GOO 60.0 800 BOA 0 eaA BOA 35-:/a so 0 60.0 goo 30 42-7/8 48-1/a 50.0 I 60.0 80.0 BOA 24-00.0 60.0 80.0 mo 60.0 80.0 36-113 as . mo SOA 80.0 80.0 42-1/8 ONO 60.0 80.0 80.0 48-1/8 fto 6" e0D ............ - IMPLO M., INTERLD W/o XE1141. ATTRRIDNE. PANEL WIDTH ------------- PANCL WIDTH ................ _PANEL WIDTH ... . ..... ..... ..................... PANEL WIDTH ANN, GLASS .075, '$.(1" CP-Saflo. and Soft. HP Composites GI... Warlym With PEr car., by 'Eoltrnon Chemical Cit, AIR Or 7.0M. 'Sofle. Clan, and Color GI..s leirlay.ne . , EaAmp ch..".01 Co! kPPUCABLE rSC EGRESSOr 3/16* TEMP. iEQUW*.VENTS TO BE .090' 'DuPont SontryGlox tntmloyer WAMED BY Alij. by U. DuPont D.Nmoun; Jk Co. . 3/16- HEAT SrWWO CLASS UNMIIIFSP. .075' 'S&WX CP-Sft. and SaftX 11P Composites GI.- 1.1aftym Win PET C.,e by 'coal.- Chemical CO.' Or .090' *Soflo. Cka, and Color 01.09 by 'E.,Lmoo Charnoal Co' Or .0510' 'DuPont SwtryGlw Intatloyee by E.I. DuPont DoNemours & Co. � \ .,- 3/18" HEAT SYREN-O GLASS SILICONE i 51LB:ljml, GE SCS 1200 GE SCS 1200 m DOW CORNING 909 DOW CORNING ASS K DOW CORNING 995 DOW CORNING 995 SETTING BLOCKS 0 --------- AT 1/4 POINTS ON LITES AT 1/4 PO4NT5 ALI. SIZES SETTING -VWCER tKAN 36" 0: cJ EpqM DUROMETER 85;L5 EPDM ;4 ) OURCAJETER 851-5 .Q1ASS TYPE 'A' AIR SPACE CONSIVING 011-1 7/1W OVERALL LAM. CLASS I' OVERALL MUL LAM. GLASS .0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. 16* HEAT STREN'D CLASS 3/16- HEAT STREWD GLASS .075' 'Saflx CP-S.11.x and Sal. HP .075" 'S.11.x CP-S.(I- and Salk. HP Cornposits. Gloss Waftyars With PET Care, Cornpa6tes CIO" triterloywo With im Com, by 'Eastman Chemical Co.' 3/6- MR SPAcr by 'Eostnmrl Chmicol Co: Or Or r ---.090' 'Saflex C1.w and Color Clan loetrloy#rs' -.090" 'Saflex Ctw and Color GWs FnAdulows' by 'Ea.tr- Cholool C., by 'East-. 0.,WK.1 Co., 0, 3/16* TEMP. GLASS- Or .090" 'DuPont SantryGia. Interlayer' 60IL'Ou =1, SonlryClas InWrlyar' by E.I. DuPont DeWmufs & Co. DeNernoun, & Co. 3,/16' HEAT SI-REN'D GLASS 3/76^ HEAT STREN-0 CLASS SILIGONE SILICONE GE SCS 1200 v -GE SCS 1200 DOW CORNING 899 m mq CORNING 329 i; m DOW CORNING 995 DOW CORNING 995 . MIND BLOCKS ..... :M-/,. --rON LITES----t/------- SAT 1/4 POINTS ALL SIZES N�VIIDER THAN 36" EPDM 0: ....... ... EPOM ... ...... OUROMETER 8515 DUROMETER 55*5 0 NOTE: AA-_. GLASS CAPACITIES ON THIS SHEET ARE . -// BASED ON ASTM E1300-09 (3 SEC. GUSTS) ...... AND FLORIDA BUILDING COMMISSION GLA. • GLASS -TYPE III' OrCLAP.ATORY STATEMENT DCA05-DEC--219 7/141 #WgRALL WA CLASS I' OYERALL WSUL. LAM. CLASS I 'So'. Ammo w;-* -1 : : !Q - W. drawing no. w hA PC J, iNG NS PRODwriumm • OV 0 : a 0 0 be* 0:0 • --------------- W- ------ a A, 0 -------------- EXII. (+)*LOA -0-S-,,',1-0 .... 64 .. ��;, rOR STD. SILL WINHOOT MMR LIMT buildInS 00, Acmp[eav 11-VIRAw Dy FOR SILt WITH RISEROMAX!11. (+) L(JALN ftlIO PSF .............................. * ....... . .............. . .......................... : : !Q - W. drawing no. w TYPICAL ANCHORS _ TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS AT MTG. STILE AT MTOSTILT.- 26Y W000 SUCKS TYPICAL ANCHORS & IN ENDS- -. SEE NOTE SHEET T A INTERLOCK ENDS •l, IN CLUSTERS 5£E C14ART SEE CHART FON 11UANt1T1ES.' FOR OUANTRIES \ IgyWOOD BUCKS AT MR` STILE - °� • :. ;1: \ (, SOCK 'S EE NOTE SHEET 1 & 1MFR SEE CNATf -- ti, - "E09•DIS7. _ ' FOR OUANIIr1E5 - 4. ;. i NU z N N N (n i TYPICAL ANCHORS IN CLUSTERS AT MIG STILE & INTERLOCK ENDS SEC Cf1ART FOR OUANDTIES EDGE ari. fraALu, 0 UCTURES Q a A 0 h 3 s 00.Rg ANCHOR TYPE A ANCHOR TYPE Ate- ANCHOR TYPE 8 •= $ INTO 20Y WOOD BUCKS 3 THRU 18Y WOOD BUCKS DIRECTLY IMO 3 KSI CONCRETE I-+ -------• OR WOOD STRUCTURESINTO 3 KSI CONCRETE .. WINDOWS WOOD BUCKS.: AND METAL STRUCTURES NOT BY CCI ANCHOR TYPE C •' INTO METAL STRUCTURES OR APPROVED MULLIONS ' 4 3yi 117 S = Q & ANCHORS ANCHORS MUST SUSIAR7 lf)AUS fMPUSED BY GLAZING SYSTEM AN D �• n TYPE 'A' I=«-----:=---.1- 3 TY.PICAJ...AATCETORS: SEE EIEV. FOR SPACING TRANSFER THEM 'f0 THE SUILDIN6 STRUCTURE. ..._ ......_............... ................................ .. r- AT HEAD ___. __. _ _ __) (----- ---- --- AT TAM11&r__. ... _ .....I TYPE X- 1/4'AL ULTt#NBON 8#1 'Etf pplgpq TYPE 'A'- 1/4" ONA ULTRACON BY 'EICO' (F4-177 KV. Ey.tss KSQ THRU TRY BUCKS INTO CONCRETE 1 I INTO 2BY WOOD SUCKS OR WOOD STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE 1-3/8" MIN. PENETRATION INTO WOOD TNRt1 2(1Y BUCtCSdVTO COMCRETE ., f f T14RU ISY SUCKS INTO CONC. OR MASONRY 1./2" N2'T 6 ItAFO iCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '8'- 1/4" DLA. ULTRACON BY ' L O' (N.177 M F,155 K5Q ( TYPE '8'- 1/4" DCA_ ULTRACON BY 'ELCO(F-177 mi, Fy-155 K51) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED 1•-1/4" MIN. EMBED INTO CONC, OR MASONRY TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 at8) TYPE 'C'- 014 SMS OR SELF DRILLING SCREW'; (GRACE 2 M) f INTO LIAW-CARE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 1 INTO IAIAAII-RADE COUNTY APPROVED MULLIONS (1/8" THK. MIN,) ' INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy n 36 KSI MIN.) I STEEL : 1/8" INK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK, MIN. (6063 -TS MIN.) l ALUMINUM : 1/8" THK. MIN. (6063-45 MIN.) (STEEL 84 CONTACT WITH ALUMINUM TO BE PIATED OR PAINTED) (STEEL IN CONTACT WITH ALUMtNUM)1T"IfElAnKR121 OR PAINTED) I� I ..... ..... .... .... ..... ..... .... .... .... ..... ._. _.._ .___. ..... ..... _... .... ..... .....AT SILL SILL .... ..._ •.... ..... .... ANCHOR EDGE INSTANCES IIt1Rd6g1 Cai4 _ (...TYPE '9'- 1/4" DLL ULTRACON BY 'ELCA' (Fu••177 KS1, =-Ycel.(ai!e No ty-155 KS{) � INTO CONCRETE OR MASONRY = 1" MIN. P!CRlNMI`G•C�G.t'!E• �,� DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE a )" MIN.... _. '�.•, _7 ( 1-11,V MIN. EMO£.O {NTO METAL STRUCTURE - 3/4" NEIN. Ipfrr(j���)y!. / sDOO � 61I(&v � A lvo--, I .--- ..... .._. ..... .... .... ..... ..... _.._ ..._.2 CONCRETE AT BEAD. SILL OR JAMBS Yt •+ .. SRL RISERS C-90 HO LOW/F&LED BLOCK AT JAMBS Ytn a 20M PSI MIN. /-SEE SHEETS 9, 9A, 11 & IIA FOR DETAILS AND SHEET"/ FOR CAPACITY ANCHOR TYPE B ANCHOR TYPE 8 INSTALLATION CONDITIDNS SHO WM APPLY TO 1 DESIGN IA)AD CAPACITY - PSF (ANCHORS) DIRECTLY INTO 3 KSI CONCRETE ANCHORS ANCHORS NN - -= �• n TYPE 'A' TYPE 'S' & 'C' CLUSTER OF CLUSTRR OF PANEL WIDTH DOOR HDCIU 4 8 .....----------- ....... .24-1/8 K *. . 1.-CKS 24-1/8 :_ _ 80.0 - 800 30-1/8 I WE ONI.Y fPSE CLUSTER OF 8 FOR TYPE B ANCHOR R0.9 `� ' ) 38-i/8 42-1/e 89 .............................. 80.0 ............................. 80.0 -- ... ... BO0 48-1/8 --- 80A--- ------------ - - 54-1/8 80.0 ........80:0• 80.0 24-1/8 ....• 80.0 RO.0 30-1/8 _ 80.08910 E u A� V MAD _NR 36-1 ---- _------ _............................ _ ._.__........ 1/8 42•.7/8 ' -' 46-1/8 ... 80.0 _ ___ ______ •• ---- ___80.0__.__.__.. 80.0 I**11" ,.._ .. wo 80.0 24-1/8 80.0- 80:0. • • • • • • • TO 2 AND 4 TRACK FRAMES. • SHEETS FOR DETAILS. J 'A .... 36-1/8 90 ---'80.0---- --------- ------_80.0 42-1/8 • I • AT•F1fC. St�E-_J 80.0 - 80:0 48-1 /8 �_ drowing n9.` ....7J.7.... .. --80.0 .... ... _. 80.0 ...... 24-1/8 i 80.0 - .....::.... 80:0 .... .....80.0.. 30••1/8 MUST TRANSFER SHEAR 80.9 .... • • • • • ! FOR• N TIS • 36-1/8 96 ... ... .... .. ........_.---- 42-1/8 _11.00-01- 74_7 - 80.0 48-1/8 -_ B%S ---- 80.0 80.0 41 DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH • INTERPOLATION BETWEEN WIDTHS AND FtEIGHTS ACCEPTABLE NN - -= �• n •^ 4 STO. OR ALTERNATE FRAME HEAD AND SILL.THIS - T'_ :_ _ ! •�! • • • • • f • _ • • • • _ • • • .....___------------- ___.................... NOTE- ANCHOR CAPAC�ES LISTED ON THI WE ONI.Y fPSE CLUSTER OF 8 FOR TYPE B ANCHOR _ 0_o: `� ' ) ... . .:.:..:.....: .' :..,... _ - ttsIIICCC_ �l ....• • •. �, + • ' , v. •' " SHEET TO BE USED NCONJUNCTION1 WITH GLASS CHARTS ON SHEET % E u A� V MAD _NR t ;, i IX • �' .. t . ' .> .. '� ' ' -' _ f °" ' i �•" .' . . • LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM. SHOWN ALSO APPLICABLE Fu PE "592 POURED HARDENED Elf• - TYPICAL .ANC}fORS • IN cLUStET 'y • TYWC:a•H(wm!w 1y cLUS7ERsb / • • • • • • • TO 2 AND 4 TRACK FRAMES. • SHEETS FOR DETAILS. J 'A . NO-MEMIC/NON-SHRuxvGE iIMH srRENCYH GROU1 E •-. • AT M7G. STILE ! •• • I • AT•F1fC. St�E-_J • PLEASE SEE 2"OLLOWING • ,�.�: '. �_ drowing n9.` fc - NOT PSI MIN:-- NOT by C.GJ. E & MNTF.Rt.00x END$• SEE CHART • • p".%.00K OS • f• • • • • • 4. ' JAI �.2 Z��� {• wi 0-31 MUST TRANSFER SHEAR FOR OUANTRIES • • • • • ! FOR• N TIS • ! L ..........:::...... (9neef ..B LOADS To STRUCTURE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SHEET a FOR ANCHORS 0 00 2 ...... gic, REFER TO SHEET 2 INSTALLATION. . . . _.CONDITIONS.. . . . ............ .. .. . .. ....... ..... . .. . .... B.T.-BILL ADAPTOR OD .......... 00 j, _. 21 MORA 0 'R OPIONAL Li .................. -------------- ------- rA .81 PRODU -TRSVI';ED rl M..i. SILL RMR OD LPO�AQS SiLL R SIER y3 a REGO. IFOR LOADS Il A13OVE 460 PSF 12_ 0 IM t (D 0) cko M= ML F0;( FLA, PC 0 M22 drawing no. W THREE (3) TRACK DOOR DETAIL 2 2 10-31 E7 7, 7", L_4wT.•W.W. *so 0 .0.0 . -SEE SHEET 8 FOR ANQSORS 0 :• : 0 0 006 SILL RMR OD LPO�AQS SiLL R SIER y3 a REGO. IFOR LOADS Il A13OVE 460 PSF 12_ 0 IM t (D 0) cko M= ML F0;( FLA, PC 0 M22 drawing no. W THREE (3) TRACK DOOR DETAIL 2 2 10-31 tD 0 SILL RISER �` FOR WADSSILL RISER3); REQD. FOR LCIAGS ow AftERNATE HRFF (3) TRACK DOOR DETAILS ` drawing no. W1 0-31 TYPICAL ANCHORS SEE ELEV.____ TYFKCAL FOR WOOD SUCKS �L j ------------------------------ PANEL, WIDTH 1/2" MAX. ............ ,_• :OAO BEAR INC SHIM 1 ,, .5 D.1.0. ..�'„�+�"'��,-__.......« 1/2" MAX. tDAO SEARRN; SItIM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #TO X 1-1/4- #6 X 3/4' SS FM St 1 PCR Cl CWA -_ ItA PE � C". U3B hA92 _PRG Itt:V/::FS) u complying -;tb U:a I'lotda t1ttc1M�1-:J. A;;L.i C1 ' kxpnot%nolkl?s.i ...:x:: 1 ? mimaiTA:Jc i��015k.'t r &I THREE (3) TRACK D R_n_E__TAILS �Azi ------------------------------ • •• • • • • ••• • • • • • • • • • EX1=�oti . �r 000R FRnue_WwTH •-�__ SOOft_sw 2X6 OR tARCER W006 SUCK .__— on WOOD STRUCTURE • • • • • • • •• •• • • •• •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #TO X 1-1/4- #6 X 3/4' SS FM St 1 PCR Cl CWA -_ ItA PE � C". U3B hA92 _PRG Itt:V/::FS) u complying -;tb U:a I'lotda t1ttc1M�1-:J. A;;L.i C1 ' kxpnot%nolkl?s.i ...:x:: 1 ? mimaiTA:Jc i��015k.'t r &I THREE (3) TRACK D R_n_E__TAILS SEE. SHEET a FOR . EDCF ...... .. 7 3 4 FAt�. 3 KSI CONC. `,) --...........� _ --------- i EDGE OM41' 4" - K.I. SEE SEE St1EET 8 FOR AN'IIORS 00 00 so 909 GT! it a ' -'t . a+ A KS1 DDI• • •,� �• • �• • � Y O SHEET S FOR 4W4 • : • •• • • • • • • • • •• •• • • • e• •• �t 11NEEP SIZE 1/4" X 1/8" l 8 G REFER TO SHEET 8 FOR VARfOUS INSTALLATION CANORIONS. `Qj G4 i.... ........... .............. .......................................1 d 4�rc d�30 ............. OP �I.ON.A1f..SIrANT-5111 ADAY9`URS _------------ ° DECORATIVE... ECORATIVE SILL DOPER OT7KINAL 'O °� k ' t•a't��^ m B pp 7 n °x'30 SILL RISER I 1 tl OP110NAL FOR LOADS +GO YSF S ti rkonucruevts[D ar oro plY " Ab ttu. I"I"'do a' Puiidn8codo . Acrrpr.ms h'a,� ' t r+ywuwi�ao: xf' 3 if Sl CAN'. 6y A4fr t1-T�:tQe [ <Otfuct Control ' —SEE SHEET 8 FOR ANCHORS a � � � �, Enyr JA SAO AI:AND TLA. Pit 70%2 _53B i drawing no. jW10-31, SEE SHUT 8 FOR ANCHORS rOR LOADS +60 PSF rOR LOADS +60 PSF - ' '° °°° �A�° ��° -- ° ° \ `~ |//����%�& - ~~1NC~~ ~ ~ _SEE ��_ OR ANCHORSATERNATH TWO (2) TRACK DOOR q -Mng IL Ix REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS.:: 1. 2 DEOIRATIX LOADS WE +60 PSF Iry Lv - ' '° °°° �A�° ��° -- ° ° \ `~ |//����%�& - ~~1NC~~ ~ ~ _SEE ��_ OR ANCHORSATERNATH TWO (2) TRACK DOOR q -Mng ..... ....._ TYPK'AI. ANCHORS 5 SEE ELEV. FOR SPACING 1/2 MAX. ............. ......_.—.... PANEL z• ` LOAO BEARING-ATO X 1-1/4' SS VH SALS PMEL id :a SIA 1 PER CLIP..........., ..............................� 6 N 0 H (Zl #8 X 3/4SS FN SMS _______ --D - d+ O 1 ! VER CLIP i� - T ... -_.__.. ___----____..___---_____ E�i � V A - -- ----------------- _ 0 f .............. - ............. CY -.. - .O .o .........:................... .....__.......................� .._ 111...........:s•..._.,....vw........ .......................... _r_ :;:._ ..................... • t E a i a • - — - - - - - - -- - - - - - - - - - -- --- - .i 1• EXTERIUit N' ......-•-------------- ....................... PANEL YADTtt vJ ........................ ----- ppqR- -FJADTH O n -.Y WOOD BUCKS SEE NOTE SHEET , S =y �j N 111 z., Zsr� z 1, 1/2, MAX. ionTi eFviNc"j (K1) �L1) ,/4• MAL >3 �o �j SHIM ! PANEL WIMM - LOAD BEARING U •- 7 1 ---------.............. __._._._.: MAX. ................ SKIM (:: .. ... ...\ -±n— HORS NCIHRS D.t .O, IOAp DEARING (SSEE ELEV. w.....:...._., SHIA OR SPACING J FOR SPACING'. IYP,CAL MI fIj SEE ELEV. F TYPICAL AN 5 _ -_--. __ ria .............................. .I SEE E�-E�'•_ FOR /I __ 1.. fJ -_`-------.�......... SVACINC _ fo b'm I A - Wig ............. _._ __. ♦tC_L_Z____ .___.__ .- :, .............. URE • • • • • EAFERWR • �I ...............DOOR WIDht..............R..• • • • • • • i•••-•---N►O YNDTH .......... _ EMr..IAYA�OiANMnO R t 28Y WOOD BUCK ^—. PfiOL)1JC.i l`JiVISPF) FTA. Pt: % 7r Gnq, d5;a S: 1 OR 4cufAyaVMO k'ItIt IINJIUffatl d �� STRUCTURE SEE NOTE SNEEi 1 • • • • • • • • • • • • • • • • AccepNn:elto-`f;,`;;r'�"� ti..-. • • • • • • PSP 7fiw1 n^I° >Z.�` 1 r dr-wing no. 2011 W10-31 j • • • • • • • • • B-0ty nadeT acct CcnUnl ).TRrECK-,}i;(�R D" (snee112of16, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �C .. .......... .. ..'.':: ' LOO •OG.. • -• . t rt a 3 KSI CONI. i > • • • • • • •• •• • • •• •• • • • • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CFS CI3 m Cl) CD o n uPAkhkt Cinuml^•, � � m OC � OPTIONAL p LL SLANT ---SILL ADAPTORS DFCORATNE � y SILL COVER ,�-,{� $ n M °� OPTIONAL � ' Q .M h 25,� b U...Q _ O I u SILL RMR R£QO. fOR LWS r. e ABOVE +60 PSF o; � �, SILL RISER RECD, FOR LOADS ABOVE +0 PSf 3 M I .. .... •gip wa: �5 i e u:z r, VeVI aMWD 1 I ,W Cavv .. . • .. FIA. PF Y O%22 CAFL 38 35 a'• I d �' EDGE qs - ... - ------.. � j ' drawin no. W10-31 TRMK,.nO.- FTAFL FOUR 4 QR-, - .. �.—S FshaeF 12 .tory 61 TYPICAL AN 4ORS Z, ----------------- 13 ------------------ R -- P. � ....... cn ... ............. ............... La WOOD BUCKS o LOAD SEARING #8 X 3/4- 4 FOR SPACING FOR SPAC;JV METAL STRUCTURE 0 00 000 00 0 0 0 00 .. .... ..... WL FLA� FE 1 70.592 2X8 OR LARGE -R WOOD SUCK Cjs OR 0 WOOD STRUCIURE :0: 00 �ww-inn no. 0 0 FOUR 4 _U ACK DOOR RETAILS POCKETED JAMB AT G-JROM ENDS 08 1-1/4" MIN. BLOCK EMBED EDGE 1/8� MIN. METAL THICKNESS 0 Gib WOOD a METAL lvd 4�-. /11�i7 tz TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGI NOT PART OF TH NOA jr 70 BE REVIEWED BY AHJ 2 J rx NIM 22 2011 drawing no. see WIO-31 .r73S pp 070 .ts... s 0 ba7 i,250 7 5.927-_...........•-- .070 °;. f/'�, Uj847 4.250 ' FRAME HEAD (3 TRACK) -+•{ 4.340 f I - .�..... �,. 4.250 � .070 I I ..,., 0 1.340 12 ... .. .•• •.-.050 975 �+aT 998 --. .ow- 1.184 4.184 ' ••YY-- 4.250 � n�a4rarl `- G1A7.1NG BEAD LAM. CUSS W,1A_ LAM. CUSS Q a ry 4 },- 4.735.............. ..._.____5.921------------'' .ttt �.. ------..-..�. .. n �i O 070 1 A15 _••.. -880 = _e__ .4--- ._. CES.t ALT. FRAME BEAD (2 TRACK) _ D7D I - \ ,13.P ( )4„ i ALT. FRAME tifAO 3 TRACK �E7� TCP/BOTTOM HOW -,506 .J,1 ,.IE6 �•`- E2 11 t. ; TOP/BOTTOM HORN (OPTIONAL} '7{ A65•• 4 •"•060 ..8I3t ._•.'.3.000___... .125_ ____i .. 070 ----------- - -- - - ... -- --- ----- '--- M2 T L. FiX. PANEL. CLIP t.A90 i.if5 ......3.000....... EE fpr W tm o i O O �•; Q 4T 1% sc r� 3 � ^ ' Q f _J C::: -- -,3•------ ______ rr 070 _ 9. • 1.490 1.415 `F .075- - 2.600 t ---- .075 •---2.005 1 2600 A___-_._..., E1 (J MAIN STILE t20-E a t17 __.2.005 __ I�----'--------a EXTERIOR INTERLOCK (OPTIONAL) }-Aro 1.366 5....,••• .695 3.750 MAIN STILE (OPTIONAL) 15'I cn U II t ®® .753 .JJLA __p - �t .�______.- -_..._2.755.____. ---_' 3.000--'---"'E 0, :3 g p w ___________. FRAME 5111 (2 TRACK) t � ...................8.921................. .� 1 FRAME SILL (3 TRACK) ..._..-.3.000--_.__. .,.095 1 _ 1 1_ I t 4.770 1 415 -« 0-.060 .265.. .. .125 _ ...... .095 t'E� ._.. SILL RISER (OPTIONAL) 1.610 1.870 1.770 1.415 -.080 f O K 3 n M 00 3 0' .075 2.600 -_ .075-� 2.600 • LL�� 11{j . ...__....3.188._"_-'- !„-- 2.005 -- C�) INTERIOR INTERLOCK ... ...572 ___'_____ 333 _ .070 t .070 .005-- l ... 4.625 532 ' 2s....T..•..- - p SJi U� .B40 ---•� - _ .920 _ Jf _�L--_- 0 888 .(...�- ....... �... __ . ........... " ' .1.255 INTERIOR INTERLOCK (OPTIONAL) F.. ,....2.120-.. 2.005-' jF t ..............4.7:55..............N EI.t ALT. FRAME SILL (2 TRACK)tl•$ _._.......-......-........g.921.................-_._........J, ALT. FRAME SILL (3 TRACK) 1.186 • 060 t t.50t ;-•-.111: -a, 572 POCKET HOOK ASTRAGAL (OPTIONAL) .741 - �- 625 ... ___ 2591 111 s.3a1 ( 2} �` 3• A N I1A %'---.__3.750.......... . 1 -.159 __-_ _____'___ . .070 ..........3.750--..-....... 2J55 •125.... • • • • •> �74r f .156• _-3.000- ,o �/ • F:XT(RfQR INTERLOCK ------------ _.062 1.920 I _-. LL .455 f 2.670 .... ..... -----. # .... .. -070-• 625- 0 $'$�$ $ - - - _ . c �'1 i C 0 u s tl Y I 3.510 �(1 F,} } 4.610 1 �_ • • • • 1 • • • • • • .. •� S,gn • • • 1 • • • • i �j // __ - 3.510 ffB.i 1 SILL COUE42{OPTfONgL i' S%L RISER (OPTIONAL) ((f '� 1 /-`� t • • • *00 • • • ., 1•�5....y 1,BOQ f.870 _ ______________ ___ _�_-___�. --'------- -------' --- • • • • • • - .•'CM .070 -'•-• • • • • I ....... d. 1 1.310 bkVAD .tli0N1 1.y� 1.870 "n" ' ItODlll`T WiVtSED �. _....__ .... _.... fN PE / 70592A �B1P1Y1+rS wrtk tAt F(widhr caro. 3538 OGtng OoiW ,Iz 1 crelllmla No :.7 'Qj t j ••• ••• .42s - _ :7gli'K.lOU .pato ••`. - i'-2-005- � l.�Sl• � �2.o0s- • • • ___.__. • • -2.005 . n 704 E21 ot 1ST OUTER TRACK ASTRAGAL STILE �E9� ASTRAL SAE • • INTL!tLOCK OhNPORCING OUTER TRACK ASRtAG& (OPTIONAL) sheet 7 4 or 16) ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • CODF. PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1CC-18 3 FRAME 56.L 2T RACK 60- CGI EXTRUDER - EIA ................................ CCI -15U ............................................................................................... ALT. FRAME SILL.? TRACK .... 6063-16 CO! EXTRUDER E2 LX'„ 151 FRAAIE JAMB 2 TRACK --- 6063 T6 --------- Cd tXTHUDEH _ ..._____.____.__._._.___._.._. iv = O6e-t8@ ., , ' f, I�G6R +.� 7f M4,y ;... ,. a I•,R08 WO -; L' --------------------------- E3 1 LG 152 ALT.FRAME HEAD 2 TRACK 6063-i6 C01 EXTRUDER _-----_. E4 E4 CGI 153 ___-_-------- EXTERIOR INTERLOCK _ .. _ _____ ____ 6063 T6 ___ _--------------------------------------------- C.J EXTRUDER _____ _ ____________ F.5 CGI -15+ ._ - WTERIOR INTERLOCK 6063-76 COl EXTRUDER EB CGI -155 MNN80_6_7__--T6 COCGEXTRUDER _-___________.___. - CGI-156 TOP & BOTTOM HOR1Z ....__._-_-----------------____-.-"_'•-•___--._ 6063-76 CCI EXTRUDER CGI-157 5 SILL RISER ..__-------------- -T 6Q63 6 -----------............. . C(% EXTRUDE R _...___....----------------- - ES. CLD -181 AtJ. SILL RISER(OPTIONAL) - --------.... 6063 -TB .....CGI fXTRUOt-R..... ................................. r7E----- ...... ASTRAGAL8063-T6...----j........................ ••--'•--"'--'--- ----' ---- ----------'-'---.................. --.............................. ......----- CGf fXTRUOER ......------------...._.-------_CCI-i59.-8") ---CCI-?82-___-.- FRAME SILL 3 TRACK - •••6063-T6 .........•--.............----.............----•-------------............ 6083-T6 CGl EXTRUDER - - ---------...................... -- TRACK 6 CGI EXTRUDER ............................. - -_.- _-_-CGI-l6t iRAME dAM6 3 TRACK .................................................................................... ..... 6063 -Ts CGI EXTRUDER - --E13_......CG1-185........ .FRNAE. READ. 3. TRACK........ ........................................ 6063-16 ...... _...... ........... (.Y'I EXTHUUEN .................................. - E13.1 CW•162 __..................................................................................... ALT, FTYJAE HEAD J TRACK .... ........__... .. 6063-•T6 .... ................. CGI EXTRUDER .................................. - C14 C(R-t68 OUTER TRACK ASTRAGAL ................._....... 6083 16 ......... -.......... .................................. CGI EXTRUDER . E15 CGI 170 POCKET HOOK 6W T6 CGI EXTRUDER 66c ,° .,. c Rr2T _. aATrC =�A&s ceaTalNQ axR ......................... C77 Cut -t23 1" G1A55 OlA21NG BEAD 8083 -TS CCI Er!R ?E! . E18 CGI -153A EXTERIOR INTERLOCK.-...(OPTIONAL).....................................6063-T6 CGI EXTRUDER - E19 CGI -154A .. INTERIOR INTERLOCK (OPTIONAL) ..................... 6067-T6 .. ............................... M. EXTRUDER ............. •• - E26 .._...... CGI -155A MAIN STILE conn 0 6063-T5 CG EXTRUDER E21 CGI -156A ............................................... -.... LOP & BOTTOM HORIZ (OpIbNAI) - ..6053-ig ... .. . __.ER CC. EXTRUDER .............. ...-._ - ................................. .. E22 Cd -1560. ................ ................................................_._-..-. ASTRAGAL (OPTbNAL) -.........._......_. 6063-ig _..__._. _....................... LXi E%SRUDER -.. _...._...............-.-... _ - E2-3 ....................................................................................................._ CRI-Iam OUTER -TRACK ASTRAGAL (OPTKINAL) 6063 -SB CC' E%TRIIDER - .. E24 .... CGI -180 QCCORATIVESoil GOJER (OPTIONAL) ...__._.........._.._ 6063 -TB---- ._...._...................__.......... EXTRUDER____ _...............................-_ .. E25,-. __-_ CC4-t84._-._-. __.._............. __------- 2 & 3 TRACK FRAME SILL SCREW COVER - - ------- 6063-16 --_CGT CGI EXTRUDER _ .-__._____-•_____________ - ------------------ E26 CW -IS% 2 $ 3 TRACK FRAME HEAD SCREW COVER - '- .... ......... _� .- CCI EXTNUDEN - - .......... .......___._...._... .......................... - ---6063-•TS 6063.15.._......_ CO EXTRUDER____ E26 ._�.... CO -1028 FRAME HEAD 4 TRACK 6063 -Te GC EXTRUDER - _-E_9 ..................................................................................................................... C01-1029 ............................_____._......._.._.._..___________..........-..-.-...-.__._________..____._.._...._.... FRNJE SILL 4 TRACK 6063-•T6 ................. COt EXTRUDER - -- E30--. CCI_. FRMlE JAMB 4 TRACK 6067-T8 ..._._......_..___._.. ----- . EXTRUDER ....._ - MT -- ....... CGI -382Y ........-___------------ OWING BULB VINYL (WROMETER 75-80 SHORE A) --- ._._ R'C ----CGT _----------------- - --____.__.._____-_ .......... M2 ... .................. CGI -171C -_._------.__._.______________.-_--.____--__---------______________ FIXED PANEL CUP (2-1/2" LONG) ------------------ ----------------- _---- __....._------------ __________- 2 • FIXED PANEL __________ 7:12.1 _____________________ Cp-171 ________.._______._...____________.__-._.--_-----_----_ ALT. FIXED PANEL CLIP (2-//2" LONG) -_-8063.75--_- 8063 -TS --------------------- ----- ---- _-_-_.__-_—_______ M3 OGI-173 fIM.O PANEL SHRA .... NYLON ............ - ..__---- ----- _--------- 2 PER FIXED PANEL M10 --------------- C4Y-176 .......................I....._._.._....... FRAME HCAO ANTIL6-[ &PAD PkE ..... ._......--- ._ WOOL/NYLOf4 ........-- SUt.I.NAN _._..___.__...__.._........___..- 1 PER B7TERLOCK/ASTR. 1111 Wii:il�� W23201NG PILE VATH CENTER FIN WOOL ULTRAFAB OR EQUIV. i7i -------- _____________________._...._..._.... ._.______.__.__----- ------------------ -------- SULLIVAq Mt3 ...... TA -51 ..................... ST/ST ROLLER ............... ST/Si AMESBURY OR EOUN. 2 PER PANEL M14 SLID -500 '-'----"---'-'--'---' ------------------------------------------- - NORRSE LOCK ............ ............... ST/ST ... SUlkwAq _........... ATTACHED TO SGD-503 .. M14A PS01-0036-t17 MORTISE LOCK •----'--------•---..1......................... ST/ST INTERLOCKS ........... - ................... ATTACHED TO M18A...._.__.- SGO-SOY........ KEEPER • s•-, 4. .}.._ ilk ...• ...it 0 . ........I ................ INST. W/ 2X10%3/+" PH . MISA.__ SGD-507N KEEPER • s • •INC• • INTERLOCKS INST. w/ 2 10X3/+" PH ------ 6 --•---- SGD 5. 3 •........................................-•-------......... RE ESSET) DAPTOR .r... •.... INC `_III- ...............-- SULLNAN -^----........................... 1 " FH WST. W 2 0X3 4 / / 8A F50 0036 RE £SSEO ADAPTOR ••• • aac • 1 LOCKS ......�.... .. ........ INST. Y/ T OX3 RF11I / 7 _. SW -56M ._SLa2300YAi .... tW70LC SET_ -HANDLE L1I4C SULLIVAN/INTERLOCKS wedi M78 SET OPitOgM................................................ .....'-- M79 ........._............._....................................-................I............... SC52000 SILPTIUF' SEALANT ......ii�........_......SULLNAN.......... SkICW{E GE ......._._.__.. .___.n...l, .6`p�' ............. ......... TOP &BOTTOM OUST PkC _•.........•:+........y ......... _..................................................... ~....5/ .r.......A�,L �.,.,..mE�UN....+ PER PANEL . .......BY - - M71 CGI -1'%4 t1EAD AND SILL SMRLt WLE PAD *00 • .......�.....................•..................................... WO•L UL1/AFAB �EQUN. 1 PER IN7E..... A5T M22 C(A-175 SILL INTERLOCK PAE PAD •*............ T1pL .. UL1�tAFAB ?SEOUK. ............................................ S2 •• ............. ........lf....... LG. P7k. PH. SMS. ST/W. ASSWOLY SCRELV l....-..... y ..... •.•......•.................................___-__.. • - • 2 OR 3 PER CORNER • • • • • • • • • • (J FRAME. JAMB (2 TRACK) 1.620 5.951 1.620 1.620 ........... . II:: .625-14� fi� FRAME JAMB (3 TRACK) LEC OPTIONAL 340 .650 ..... -.7)�. .`..... V DUD... f ALT. FTX. PANEL CLIP t1 510 9 .- t 060 .260.•7 n .640 04 FRAME HEAD COVER 640 .344--7 Oac FRAME SILL COVER .243-- f 1 .060 2� FRAME JAMB COVER LO. . LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM 801TOM SS MORTISE LOCK (PART JSGD-500) (PSO1-0036--117) ,ZINC RECESSED ADAPTOR (PARI #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM550U) & (PART oSM2300Wti) ZINC KEEPER (PART #SGD-`,07) (PART #SGD-507N) SM . JAVAD NO" fm.vl. n 1C ka{y 11 ingg Hill the F1odJa CWk 8 (Talo g -..� A A FLk PE f 70592 7we NO it C.A.M. asx 0 Irawing w. ................... 7.750 i I'tI .925 �-- 657 �-.-. 1.250 . ...--- ' .......�. FRAME 14CAO (4 TRACK) 1 .... 2.6100 .753-=i�—tr�— --7.730-_......_______,,.I FRAME S{ll (4 TRACK) 7 FRAME JAMB (4 TRACK) so ••• • 0 • A s • • • •• •s• •• • s•• • • f • • f • • • • • • • • FRAME BQTTOM CORNER f • • • • • 4 TRACK 6NONW ••• • • • ••• • • / AP / l�'R(N)UC'i' RGVICFD a<aiatplyioi Niilr tbo 1'Iwi6a i AmCf3pft pobKo ilio i Y<p{rtdirutArgo I�,'tl L "J a. j� srneax! ce�fxi��ice''`xnrt4t.. Engr A4VAO 4RANq NA :� .a 70892 C.4.N. J838 ,61 having no. W1O-31 FRAMC 70P C J TRACK SH, S7 D• t • • ?ROD17i.T R1iVISEl7 FRAME BOTTUM C"'ORNER F_Fi23G�_b9IIS)M_CQ6C�R 6i com➢iyin8 with tbo Ftotid4 3 TRACK SHOWN • • • • • • • 00: •: •2 T1p 5pgVR( 11.1dinh Co& /t ,t • • • Acapimty No • • • • • . • • r.p+tidw!tTlyre� N13au�17BditNNdtrct C�onisol "- ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • .. o � � a 0 PANEL Tq@/�QjjOM .CORNER N n MREREO BEAD CORNER (TYPK'M.) I (A PANEL TOP/MTT0M CORNCR SWARE BEAD CORNER (OPTIONAL) Cngr, JAc AhWAD CMl FLA. Pp / 70542 drowinq no. W1Q-31 FRAME TOP ORNCR 2 TRACK SHOWN i • • •• • • •• • • • D• t • • ?ROD17i.T R1iVISEl7 FRAME BOTTUM C"'ORNER F_Fi23G�_b9IIS)M_CQ6C�R 6i com➢iyin8 with tbo Ftotid4 3 TRACK SHOWN • • • • • • • 00: •: •2 T1p 5pgVR( 11.1dinh Co& /t ,t • • • Acapimty No • • • • • . • • r.p+tidw!tTlyre� N13au�17BditNNdtrct C�onisol "- ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • .. o � � a 0 PANEL Tq@/�QjjOM .CORNER N n MREREO BEAD CORNER (TYPK'M.) I (A PANEL TOP/MTT0M CORNCR SWARE BEAD CORNER (OPTIONAL) Cngr, JAc AhWAD CMl FLA. Pp / 70542 drowinq no. W1Q-31 Mme„ AM���� MIAMI-DADE COUNTY My, PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.g2 /)gra/ 10100 NW 2e 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 PERA - 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. PERA 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:leries "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.ML APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Uneliplpd .�Iqm. Mullions", sheets 1 through 7 of 7, dated 04/02/10 with revision A dated 10/10/11, prepared by AI!Fardbq Co afipn, signed and sealed by Javad Abmad, P. E., bearing the Miami—Dade County Product Cbhtrbi Revisibn stamp with the Notice of Acceptance number and expiration date by the Miami—Dade CountyWoouct Control • Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .... • . LABELING; Each unit shall bear a permanent label with the manufacturer's name o1'lbgb; city, sthte, model/series, and following statement: "Miami -Dade County Product Control Approveo MADess other wise noted herein. ...... RENEWAL of this NOA shall be considered after a renewal application has been fildd Ad there has hwn no change in the applicable building code negatively affecting the performance of this product. • • : - TERMINATION of this NOA will occur after the expiration: date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0330.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. A146.1 3107 MUkHMADE COUNTY 2Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 a1131a CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10-01, titled Series "Sentinel Aluminum Unclipped Mullion", sheets 1 through 7 of 7, dated 04/02/10 with revision A dated 10/10/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E B. TESTS t . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Piessure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080- 0303-11, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 1.1-0330.22) 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.hnpact.Test .perrFBG, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mullibii,43repared by Hurricane test Laboratory, LLC, Test Report No. RT"080A301* IOi dated Iv s;ah 30, 2010, signed and sealed by Vinu J. Abraham, P. E. 600:66 , (Submitted under previous NOA No. 10-0510.14) 0 * 0 0 .. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying Mfth FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 05/06:10 awl updgteci ¢n 10/06/11, signed and sealed by Javad Ahmad, P. E. """ 2. Glazing complies with ASTM E1300-04 0000 x D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 zA 4L, Manuel P , P.E. Product Control miner NOA No. 11-1031.07 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: E'V'IDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010 and of no financial interest dated 10/06/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL--00804303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-00804301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10 -0510.14) 4. .Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E.. (Submitted under previous NOA No. 10 -0510.14) G. OTHERS 1. Notice of Acceptance No. 114330.22, issued to CGI Windows and Doors, Inc. for their Series "Sentinel' Aluminum Unclipped Mullion - L.M.I. approved on 0512111.and expiring on 09/22/15. ...... . . ...... . .... .. . .... . .. ...... . . • • ...... . . ..... ..... Manuel Pe z, P.E. Product Control VqVAiner NOA No. 11-1031.07 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 w SERIES .$ENIINFI U1IC.LIYPI;R ArUMilVi1M �gtJ LIONS � � � \ 2 THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE. HUNG WINDOW SERIES 120 SENTINEL HORI2. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • 1.000 �- REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1 -Doo 4.000 2.500 s 3.000 .125 TYP. ��- .125 TYP. .125 TYP. X. S 1_X 3 ST 1. BE 8063—T8 b X_4 STD,_.TUH 8063--7e w SERIES .$ENIINFI U1IC.LIYPI;R ArUMilVi1M �gtJ LIONS � � � \ 2 THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE. HUNG WINDOW SERIES 120 SENTINEL HORI2. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • 14URWME ZONE (WHZ). BY� ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND WAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. . WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TD THE STRUCTURE. • • INSTRUCTIONS: ANCHORS SHAD. BE AS USIE0, SPACED AS SHOWN ON DETAILS, EMBEDMNT 000 • • TO BASE MATERIAL SMLL OF. WIND WALL COVERING (STUCCO, TILE•ETC.). • • • • • • • • • • USE CHARTS AS FOLLOWS, • • • ....---. USE C. TSAS_._............__...__....__....._ • ANCHORING CONDITIONS OTHER THAN THOSE SHOWN NN THESE tWLS• • • STEP I DETERMINE. DESIGN LOAD REOURtED PER ASCE T ARE NOT PART OF THIS APPRTNAI„ • • s • • • • • • FOR PARTICULAR OPENUlG. • A I INCREASE IN ALLOY/ABL.E STRESS IS USED IN DE" OF • • • • • LOAD INTO ANCHORS NW • • • STEP 2 USE CONNECT • • • • • ION OF WINDOWS TO MULLION AS PER W000 ONLY. • PRODUCT APPROVAL MATERKLS RIMLIOINC BUT NOT LAMM TO 5LEEr/�ETAL SCREWS, THAT COME MIO CONTACT WITH OTHER OWIMILAR MATERMLS S{IALL MEET THE REQUIREMENTS • USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION ",E STEP AND ANCHOR QUANTITIES WTTH DESIGN RATING MORE THAN OF THE F1.ORM BLDG. CODE SECTION 2003.8.4. THE DESIGN LOAD SPECIFIED IN STEP I ABOVE • • • • • • • ..........__......______.________________,�________._•_.__.____.•._. 000 • • • • ••� P 4 CAPACITY OF SELECTED CGTS WINDOWS AND MMLWN • THESE MULLIONS ARE RATED FOR LARGE & 48MALL MISSILE IMPACT- • MUST EQUAL OR EXCEED REQUIRED LOADS. • • • • • • • • • • • • • • BY� Dade • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :: [ngr DAVM AVp1AD- PROMICT RBVISBD -.' ,.fUw.1;T.VA 62 as eomMYINB wiOtRw FlLleMlt BIdIdalg Ck* ,�C.AN. 1558 t 1L �r/J BXPuatLal ik4'S�h54,�Y„'�j 2012 BY� Dade I n 0 8Of E 30 amwing no. M10-01 4F... . ..... n EXTERIOR SEE CHART W FOR WACM-\� f OF MULUON (AT WWQW FRAME) ............... — ' I ........ . . ........... -- ..... — ------- — /,-SEE CHART 'S' FOR CAPAC" SEE CHART. 'K FOR rNW Y ^ FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE N FOR cApAcrry ¢7 AW- MULLION COMBINATIONS. ----- - - ------------- . . ............................. . ... ...... .......... ......... W1 FRAMES MAY FLANGE Oft n ---------------- SEE SHEET . ....... . .............. -------- - iz — fj� EXTERIOR EXTERIW BLH- TO 511- SEE CHART A FOR CAPACITY -, SEE FXTElfR• 00 0 0 0 • ....... . . . . . . .....• :AERIDII YINER BE EQUAL LEG r 7 FOR FRAME lioE' ' W) -- - M7 t W2 ---- —' RODuct Rim= A"vomm Noji. log a Expingi J).," EXTERIODy M' Prddnot (a Z Ot Wtlo 0 orr 0: 9n9 § 0 ul . 0 JAVAD.AHMAD drawing no. S 2012 M10-01 CHART 'A' DESIGNLOAp,_QUCMj!V. MULLION WITH ANY COMBINATION OF SERIES StMmn. FDDED. HMONTAL SUD" OR smmE HuRa WINDOWS NINAON I ANCHOR AT 2 ANDIONS AT FACnims. HSIOE or MULLION EW4 OF MULLION WIDTH (W) MULL SMN MULL TUBE MULL TUBE MULL TUBE -SIDE ULL TUBE M M MULL TUBE MULL TUBE MULL TUBE MULL TUBE X2-1/2 1 X3 1 X4 1 X2 -t/2 1 X3 1 X4 1 X4 1X 2-1/2 1 X3 1 X4 90 90.0 26-1/2' --- smo -n ....o 90.0 ... 90.0 . ..... . go -O 90-0 90.0 49* 90.0 i5--6 -85.0 85.0 ------- 9D.0 9010 90.0 53-1/8- ----- jiO.� - - 85.0 90.0 42" '-gia .... 10-1/e 90.0 90.0 90.0 90.0 -0 90.0 90.0 26-1/2' 82.8 82.8 ...e!... . . . .. .BILS ..�a 90.0 90.0 37' 6y sal.. _ . ... .... �--------- ..... -O.0 ..82.6 --90.0 - -- - 90.0-__ - wo 7wo .7 60" ........4V 53-115- 90A 55.2 58.2 58.2 67.8 90.0 ODA Is-t/W 80.7 85.7 ....... 85.780.7 90.0 90.0 213- 90.0 . ... .... . ......----. .............. 37" 76, 44.8 51.2 51.2 t49 39,8 gpp 71/..Q 72.0 .8 - - -- 90.0 .36.8 48.8 85A 53-113- aw 34,9 41.5_ 41.5 4-6.5 --- 4,8 --aj."j ----- is- 57.4 75.5 75.5 57.4 75.5 90.0 42.2 56.3 - ---- -- - -ii.4 $7.3 42.2 56.3 90.0 37, 85, I S . . ...... . .. -4;. -i ---- ..... * ---- '1 3.4 - -- ---- 41.9 73.8 49' 25.2 33.6 38w7 mz 3A8 50.1 -53-1/8. 00. .6- 23.9 31.6 35.1 23.9 31.8 55.9 1 77.1 __45,2 64.3 . ..... . ....... .8 SC3 20.0-- 83.363.73.7 go, IiY.Y 84.4 82.9 38" 26.2 ..'350081.4 56.0 --f:? . . .... 72,7_90.0 20.9 27.9 33.0 20.9 27.9 49.0 t9-1/8" 48.6 --30.0 52.9 $5.9 48' 26-1/2- 90' 8.7 4 .6 2 9.0 367 68.0 se 7 '30.0 ---- 21.4 28.0 30.2 ----- 55 NOTE: MULLIONS RATED IN THESE CHARTS WITH ANY COMBMTION OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN I OR 2 ANCHORS AT EACH SIDE OF MULLS AIL OTHER ANCHMS TO BE AS PER WINDOW NOA DETAILS WI - W9 WIDTH (W) H SIDE OF MULLS BE AS PER Z QQxp. 22 lO d ao0 O 0 Im. 0 t3 H o Fn 0 in z ;i 'q NOTE: 0, REFER TO PAGE 2. FOR OTHER COMBINATIONS, - ------ CIVIL . IN' eP2loV dravoingn I MIO -01 f-Awei-7�-17:F MULLION WITH Wf COMBINATION Or SERIES bT^%IEL ro". HOKONTAL SLOWS On SINGLE HUNG "VMS W7NDOM Dims. I ANCHOR AT2 ANCHORS AT EACH SIDE OF MULLION 14 SIDE Or MULLION WIDTH (W) MULL SPAT IMULL TUBE --I Z MTUBE MULL TUBE T - MULL TUBE MULL TUBE MULL TUBE X 2-1/2 1 X 3 1 X4 1X 2-1/2 1 X3 1 X4 24' ----n-_•-90:0..'.... 90.0 9010 i5:0- 90.0 ---- W.0 -- 90.0 -1 ----------- 90.0 90.0 90.0 16" 90.0 -90 -- --- ----- jiO.� - - ----- W�- 90.0 42" 48- 90.0 90.0 90.0 - --------- - - ---------- - 48' 90.0 90.0 ---- ------- 90.0 90.0 SO.0 solo 1. wo 7wo 60" 90.0 90A 90A .0 .0 �O . .00 .0 90.0 24' 90.0 ou 90.0 90.0 90.0 90.0 80.6, 90.0 90.0 90.0 71/..Q 72.0 ......... 72.0 - - -- 90.0 ------ 90.0 90.0Box 42" aw 08.5 809 -66's . . - - !n2- 90.0 54* 61.1 al.i.... -- - ---------- - 81.1 ----- 80.9 - -- 90.0 ---- 90.0 1. iW iO. ...5 79.8 00.0 00. .6- 24' 75,6 73.6 75.6 77.1 90.0 00.0 30' 83.363.73.7 IiY.Y 84.4 90.0 38" 4.5 56.0 72,7_90.0 42" 72- 48.H 50,6- -30.8 48.6 ..... 9 0 48' ---- wi.3- - - 44'.5- 50.4 90. se 7 -8-- iZ --4Zj ---- ;-Ij ---- ----- 55 ---- 90.0 Z.-T, iii- SIT 24' 47.9 63.0 63.0 47.9 94.0 90.0 30" 39. T2-1 52-1 5 90.0 04'---------i . 44.5 -- . . . 45.8 ......... 33.3 44�5 .... 73.1 . . - 39.2 41.1 29r4 39-i 9 48' . ....... . .. 28.3 ..... ... 'i4 ..... 35.5 ... )7.8 . 26.6 ............ . 35.5 . ......... 62.3 1. 14. W i4 -Y2-8 -35.4 24.6 ---- 321 - ----- i7 42.5 74.7 30" j2.� 4.14MB 25.9 -------- 31.5 -- -30" -_6 'w .... .... 3&8_ 21.9 29.351.4 42" 25.6 346 25.8 45A 48' I OR 2 ANCHORS AT EACH SIDE OF MULLS AIL OTHER ANCHMS TO BE AS PER WINDOW NOA DETAILS WI - W9 WIDTH (W) H SIDE OF MULLS BE AS PER Z QQxp. 22 lO d ao0 O 0 Im. 0 t3 H o Fn 0 in z ;i 'q NOTE: 0, REFER TO PAGE 2. FOR OTHER COMBINATIONS, - ------ CIVIL . IN' eP2loV dravoingn I MIO -01 f-Awei-7�-17:F MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLDWED) MULLION WITH COMBINATION Or SEMES $DOM WINDOW DIM8. HOR AT 2 AN HORS AT 2 ANCHORS AT SM e VADTH (W) MULL SPAN MULL TURrE MULL WISE MLq.L TUBE � �LTUOE MULL TIUK WILL TUBE MULL TUBE MULL TUGE MULL TUBE MULL TE MULL TURF codelaft000product go'o 83.0 85.0 9060 90.0 90.0 211/2' aza 02.6 900 —00 goo 53-1/8 56.2 885 goo MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLDWED) MULLION WITH CONWAYtDN Or MM SEWINCL WINDOW DIM8. I ANCHOR AT 2 ANCHORS AT 90.0 37" VWTH (W) MULL SPAN 41.2 1.2 MULL TUBE MULL TUGE MULL TUBE MULL TE MULL TURF codelaft000product go'o go 90.0 61.1 90.0 8 782 37' 270 MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLDWED) EACH SIDE OF MULLS TO BE AS PER ----------------------_ MULLION WITH CONWAYtDN Or MM SEWINCL WINDOW DIM8. I ANCHOR AT 2 ANCHORS AT EACH SWE OF MUI LION EACH SIDE OF MULQ1W VWTH (W) MULL SPAN MULL TUBE MULL TUBE MULL TUGE MULL TUBE MULL TE MULL TURF codelaft000product 90.0 61.1 90.0 r4 4,3.2 52 48.8 43.5 33.7 42.4 424 08.5 38.8 28.8 36.0 Still EACH SIDE OF MULLS TO BE AS PER ----------------------_ commoyntil, wilk the FloridaDailding codelaft000product L MULLION CO.4AV CAYACNTY --fie 1 OR 2 ANCHORS {�u NORIZON{Al MULLION WITH 1AM91td4710N OF SERIFS SENTINEL _ FOfED OVER NDML SLOW WINDOW AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL 1 ANCHOR AT SEE CHA21' FOR CAPACITY/ it WINDOW I11M3. 2 ANCH01{S n7 Z • � EACH SIDE OF AWl1Xx1 EACH SIDE OF NtNL10N .._._.__ _.. 'W :' 01. O woom WINDOW TRANSOM MULL TUOf {NINE TUBE NAULL TUBE MULL Tt18E MUNI TUBE •••- WIOOI HEIGHT HEIGHT 1 X 2-1/2 1 X 3 1% 4 1% 3 1 X a - 1z" 90.0 90.0 90.0 90.0 9n.n 18" 90.0 90.0 80.0 90.0 90.0 _ F ..90.0 b0.0 ....90.0 .. ___-90.0 a� < ..... _-....... D u 52-t/6" 3n" 90.0 90.0 90.0 90.0 90.0 ---.......- ------------- - 36" 9C.0 90A 90 -............. ...._.......-_•__.__ V Q M 42" 90.0 90A 90.0 90.0 80.0 Q „ Q -_ _____......__....._.... a 48" 90.71 90.0 90.0 90.0 80.0 12" 90.0 90.0 90.0 90.0 90.0 Q a3 --..-...-.....-.......-..__.._ _______ ___. O n 18' 90.0 90.0 90,0 .,.90.0 90.0 3 /f // Q 3 LL --- -- - ___.--.-.....�.......... 24' 90.0 90,0 90.0 90.0 90,0 y : n ___.....- ------- 73" 30• 82.1 92.1 82.1 90.0 90.0 30' 75.3 753 75.3 80A 00.0 _......_ .....- _.__--- _____________ 42' 70.3 70.3 )0.3 90,0 90.0._ifff :__ 48" 68.7 86.7 68.7 88.9 90.0.__.._.__:: .. ............_ 12` 90.0 90.0 00.0 80,0 90.0 ___.- ------ m .... -_90.0 -__ rn ... 80,0 90.0 WINDOW WIDTH 24' ......90.0.__..._x...._ 90.0 90.0 __..._.90.0 -. 82-1 /9' 30'90.0 90.0 90.0 90.0 a N ^ ---- _- .�_..._.-........ .........- ....... n 36" 90.0 90.0 90.0 90.0 90.0 ..............._-... _..__._._ ._____ op v 42• BU.O 90.0 90.0 90.0 90.0 O �........_ _ a 37-3/0" �" RO.O 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 80.0 � � S N 805._._ 86.5 24" 77.0 77.0 77.0 90.0 BOA _........_ 76.i _....._.-_._ Bi 73 30' 70.t 70.1 _7... 90.0 90.0 t7 � . _____--___ _._....... ..53.4 ......__ ? 2 J .. 36" BS.t 85.1 85.1 83.4 90.0 -- 3Q_ 42" 85.3 61.4 81.4 ...4 00A - _ ---_ 4.6 " _ o - 48" SB.3 88.8 58.6 79.8 80A 12" 80.0 90.0 90.0 90.0 90.0 �1 U � •-- 24"---- _90.0.,. 90.0 --- 80.0 -_ 90,0 90.0 36' 3D" 90.0 90:0 90,0 90.6 80.0 ----- .._...._........-._......._.__ 36" 90.0 00.0 90.0 90.0 90.0 - ' 42" 90.0 90.0 90.0 90.0 90.0 f as" ODIC 90.0 ao.0 90.0 90.0 I'IJiTD-_4V I2. `o 1 12" 90.0 90.o aPA 80A 9a.o 18" 90.0 90.0 90.0 90.0 9U.0 _ _..._ _...._.__......�........__.. _. _--.... . 24" 90.0 _--_90_0 -90.0 90.0 90.0 52-t 8` 49-5/8" .- _-......-. ro 30" 90.0 80.0 90.0 90.0 90.0 30" 76.3 88.3 88.3 90.0 90A 42' 83.7 83.7 63.7 90.0 90.0 � y u -__. ....... ............_ 0 - 48' 82.4 62.4 82.4 90.0 9D.0 ----12" 79.1 83.3 83 3 90.0 90.0.... 18' 71.2 73.5 735 • • 9S(� • • 90.E • • • • • >�� • • • • 73" _ -�' 60.2 81.3 61.3 77A1 • • 9D.•... • • • • • Engr: JAVAD AIIMAO • e 3B" 58.4 57.4... .- 57.4 .... • 72.1--� •90:�---- • ! ! • 'CML Rpt)tIC'r REVISEn ...._- ftA VK 90882 9ronp1Yn4111lro Flaide y •.•..-!_!__._ • • • • i CAN. 35,16 in. 42" 83.4 54.5 54.5 68.3 00.0 iWus$Co9a b If -. _ 48' 51.2 52.3 ...523.......85.4...... 90.0 AcszyttNt9t1N " -I k 5 Brzpimtk>n . •:• •:• ••: •:• •:• Z��Z drawing ro), .•• M10-01 • •• •• • • •• .• ane..5 of 7 !<i18H81iY�:.AtS�14SL1,4hA.S�ReACITY =_]PSE NORI20NTAL M11L1JON VRTN COM81NA7ION PF SF7ilE5 SfMINfI f!%E0 OYFR fHa62. SUOINC WWOIXV W1N0Ut7 DIMS, 1 �� AT 2 MCI{ORS AT EnCF{ SIDE OF MUli.10t4 EACI'1 SIDE OF A9X.IApI{ WINDOW WINDOW 78ANSOAI MINI "fU6E MOLL TUBE MULL 1TI9E MULL TUBE MULI TUBE WIOOf HEIGHT NEIOM 1 x 2-1/2 1 X 3 7 x 4 I X 3 t% a 12' 90.0 90.0 90.0 90.0 90.0 f8" 90.P 80.0 90.0 00.0 90.0 -.--24" 90.0 90.0 90.0.,.. 90A -.•- ....90,0 _. 36" 30" 80.0 9D.0 90.0 90.0 90.0 36' -- 90A_- _ _90.0 90.0_80.0 42� 90.0 90.0 -�- -_' 90.0 90.0 SDA ... a8' 80.0...- " 90.D0.0 90A.._. 90.0 12' 90.0 00.0 90 0 90A 90.0 18' 90_0 90.0 90.0 90.0 90.0 24" ...84:4 _ 81.4 8M1.4 9D.0 80.0 67.' JO"' 795 79.8 79.9 90.0 90.0 36" 785 7B.5 76.5 90.0 80.0 42" J4.6 _ )4.5---_ __ 74.5 _ ------------ 90.0 48' IJ.4 73.4 73.4 90.0 90.0 f2" 86.3 71.0 71.0 84.R 90.0 SB" 80.7 83.8 63.8 - _-.. 77.6 ,.. 24'_ $ 6.2 58.4 71.6 90.0 73' 30" 525 54.4 ----SB-4---_ 54.4 87,2 --_ 80.0 SB" 49,8 S1,J 51.3 83.4_,. 90:0_., 49.0 _ ..... 49A 80,5 - 69.3- ....42`-_ 98' _--4J.3 455 __. 47.2 ________ 472 58.2 -- .... 86.t L MULLION CO.4AV CAYACNTY --fie 1 OR 2 ANCHORS {�u NORIZON{Al MULLION WITH 1AM91td4710N OF SERIFS SENTINEL _ FOfED OVER NDML SLOW WINDOW AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL 1 ANCHOR AT SEE CHA21' FOR CAPACITY/ it WINDOW I11M3. 2 ANCH01{S n7 Z • � EACH SIDE OF AWl1Xx1 EACH SIDE OF NtNL10N .._._.__ _.. 'W :' 01. O woom WINDOW TRANSOM MULL TUOf {NINE TUBE NAULL TUBE MULL Tt18E MUNI TUBE •••- WIOOI HEIGHT HEIGHT 1 X 2-1/2 1 X 3 1% 4 1% 3 1 X a - 1z" 90.0 90.0 90.0 90.0 9n.n 18" 90.0 90.0 80.0 90.0 90.0 _ F ..90.0 b0.0 ....90.0 .. ___-90.0 a� < ..... _-....... D u 52-t/6" 3n" 90.0 90.0 90.0 90.0 90.0 ---.......- ------------- - 36" 9C.0 90A 90 -............. ...._.......-_•__.__ V Q M 42" 90.0 90A 90.0 90.0 80.0 Q „ Q -_ _____......__....._.... a 48" 90.71 90.0 90.0 90.0 80.0 12" 90.0 90.0 90.0 90.0 90.0 Q a3 --..-...-.....-.......-..__.._ _______ ___. O n 18' 90.0 90.0 90,0 .,.90.0 90.0 3 /f // Q 3 LL --- -- - ___.--.-.....�.......... 24' 90.0 90,0 90.0 90.0 90,0 y : n ___.....- ------- 73" 30• 82.1 92.1 82.1 90.0 90.0 30' 75.3 753 75.3 80A 00.0 _......_ .....- _.__--- _____________ 42' 70.3 70.3 )0.3 90,0 90.0._ifff :__ 48" 68.7 86.7 68.7 88.9 90.0.__.._.__:: .. ............_ 12` 90.0 90.0 00.0 80,0 90.0 ___.- ------ m .... -_90.0 -__ rn ... 80,0 90.0 WINDOW WIDTH 24' ......90.0.__..._x...._ 90.0 90.0 __..._.90.0 -. 82-1 /9' 30'90.0 90.0 90.0 90.0 a N ^ ---- _- .�_..._.-........ .........- ....... n 36" 90.0 90.0 90.0 90.0 90.0 ..............._-... _..__._._ ._____ op v 42• BU.O 90.0 90.0 90.0 90.0 O �........_ _ a 37-3/0" �" RO.O 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 80.0 � � S N 805._._ 86.5 24" 77.0 77.0 77.0 90.0 BOA _........_ 76.i _....._.-_._ Bi 73 30' 70.t 70.1 _7... 90.0 90.0 t7 � . _____--___ _._....... ..53.4 ......__ ? 2 J .. 36" BS.t 85.1 85.1 83.4 90.0 -- 3Q_ 42" 85.3 61.4 81.4 ...4 00A - _ ---_ 4.6 " _ o - 48" SB.3 88.8 58.6 79.8 80A 12" 80.0 90.0 90.0 90.0 90.0 �1 U � •-- 24"---- _90.0.,. 90.0 --- 80.0 -_ 90,0 90.0 36' 3D" 90.0 90:0 90,0 90.6 80.0 ----- .._...._........-._......._.__ 36" 90.0 00.0 90.0 90.0 90.0 - ' 42" 90.0 90.0 90.0 90.0 90.0 f as" ODIC 90.0 ao.0 90.0 90.0 I'IJiTD-_4V I2. `o 1 12" 90.0 90.o aPA 80A 9a.o 18" 90.0 90.0 90.0 90.0 9U.0 _ _..._ _...._.__......�........__.. _. _--.... . 24" 90.0 _--_90_0 -90.0 90.0 90.0 52-t 8` 49-5/8" .- _-......-. ro 30" 90.0 80.0 90.0 90.0 90.0 30" 76.3 88.3 88.3 90.0 90A 42' 83.7 83.7 63.7 90.0 90.0 � y u -__. ....... ............_ 0 - 48' 82.4 62.4 82.4 90.0 9D.0 ----12" 79.1 83.3 83 3 90.0 90.0.... 18' 71.2 73.5 735 • • 9S(� • • 90.E • • • • • >�� • • • • 73" _ -�' 60.2 81.3 61.3 77A1 • • 9D.•... • • • • • Engr: JAVAD AIIMAO • e 3B" 58.4 57.4... .- 57.4 .... • 72.1--� •90:�---- • ! ! • 'CML Rpt)tIC'r REVISEn ...._- ftA VK 90882 9ronp1Yn4111lro Flaide y •.•..-!_!__._ • • • • i CAN. 35,16 in. 42" 83.4 54.5 54.5 68.3 00.0 iWus$Co9a b If -. _ 48' 51.2 52.3 ...523.......85.4...... 90.0 AcszyttNt9t1N " -I k 5 Brzpimtk>n . •:• •:• ••: •:• •:• Z��Z drawing ro), .•• M10-01 • •• •• • • •• .• ane..5 of 7 !<i18H81iY�:.AtS�14SL1,4hA.S�ReACITY =_]PSE NORI20NTAL M11L1JON VRTN COM81NA7ION PF SF7ilE5 SfMINfI f!%E0 OYFR fHa62. SUOINC WWOIXV W1N0Ut7 DIMS, 1 �� AT 2 MCI{ORS AT EnCF{ SIDE OF MUli.10t4 EACI'1 SIDE OF A9X.IApI{ WINDOW WINDOW 78ANSOAI MINI "fU6E MOLL TUBE MULL 1TI9E MULL TUBE MULI TUBE WIOOf HEIGHT NEIOM 1 x 2-1/2 1 X 3 7 x 4 I X 3 t% a 12' 90.0 90.0 90.0 90.0 90.0 f8" 90.P 80.0 90.0 00.0 90.0 -.--24" 90.0 90.0 90.0.,.. 90A -.•- ....90,0 _. 36" 30" 80.0 9D.0 90.0 90.0 90.0 36' -- 90A_- _ _90.0 90.0_80.0 42� 90.0 90.0 -�- -_' 90.0 90.0 SDA ... a8' 80.0...- " 90.D0.0 90A.._. 90.0 12' 90.0 00.0 90 0 90A 90.0 18' 90_0 90.0 90.0 90.0 90.0 24" ...84:4 _ 81.4 8M1.4 9D.0 80.0 67.' JO"' 795 79.8 79.9 90.0 90.0 36" 785 7B.5 76.5 90.0 80.0 42" J4.6 _ )4.5---_ __ 74.5 _ ------------ 90.0 48' IJ.4 73.4 73.4 90.0 90.0 f2" 86.3 71.0 71.0 84.R 90.0 SB" 80.7 83.8 63.8 - _-.. 77.6 ,.. 24'_ $ a I8Y .WOOD RUCK_ r, a 14 2 a Fw W TYPICAL ANCHORS R OR 2 AT EACH SIDE OF MULL(AT WINDOW FRAME) SEF- SHEET 3 REj 4 t ; FOR A 1-T/4" MW. WOOD ENDED Sf8 sus TRUCTURE DR AL 20Y W006 DUCK AT EACH SIDE OF MULL—�/1• lAI o WOOD STRUCTURE SEE SHEET 3 & 4 I ----7{-- FOR CAPACRY z wu % Q v Z o Wi :I gM g TYPICAL ANCHORS ANCHORS TrPICaI ANCHORS ttPICA1. NdCNORs ;' 11 O +aR2 I1 :. �3�� AT EACH SIDE OF MULLATEACH ADE OF MULL --AT EACH SIDE OF Mull I .1 ,I W y SEE SHEET 3 & 4 SEE SHEET 3 & 4 SEE SHEET 3 & 4 - L' Z m FOR CAPACITY FOR CAPACITY FOR CAPAOTY ._ _______ _._ tl j -It O R2BY WOOD BUCKS OR WOOD 5TRUC .kms^, O n n •—•`' 2 3/8" Mu.R �t-3/8" MIN. PENETRATION INTO WOOD i— THRU TBY BUCKS INTO CONC. OR MASONRY i�RS o �y 1-+/4" MIN. EMBED INTO CONC. OR MASONRY U _ LY INTO CONC, OR MASONRY "- f + .,. 'SEA W t?it',ONRY ,�1 OR c DRILLING SCREWS (GRADE E CRS) WHEN USED THE MIN. WOOD INTO METAL STRUCTURES BUCK DEPTH SHALL BE 2%-. STEEL : 12 GA. MIN, (Fy = 36 KSI MIN.) THE USE OF DEEPER OR ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I BEVELED WOODBUCKS IS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED ' PERMITTED.) I.. TYPICAL EDGE DISTANCE t INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - R" MIN. INTO METAL STRUCTURE = 3/4" MIN. t CONCRETE AT NEW. SILL OR. JAMBS fc = 3000 PSI MIN. • • • • • • • • • C-90 HOLLOW/FILLEO kbC-K4Y�,SAf40S fm - 2000 PSI MIN. ..—.-. _... ... • • • • • • • • • • rn4r JAyAD ARRND A. . - -• • 1 • • • • • • • i FLA P . (_M wvaTNYwt TvBh Rhn FroTlda FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. u ANEW ALSO APPLICABLE TO SINGLE HUNG AND'•t'bD� + ase • • slr>t • • • • oXORI7f}I•F�I'A�,•9I,IDING WINDOW FRAMES IN FLANGE, or AT E#CH 00 MU.L • • • $ SEE •HBE 3 &•T • -fQUAL •LEG bR FIN FRAME CONFIGURATIONS. 2012 ""' FAsdu4R FOR ",:IIY • • • e • • - s FLANGE, FLANGE ADAPTOR AND • W0p0 BUCKS AND METAL STRUCTURE NOT BY CGI WOW. J{ • • s FLUSH FRAMES CAN BE USED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM j • • • I • • AT ALL ANCHORAGE CONDITIONS. • • • ANO TRANSFER THEM TO THE BUILDING STRUCTURE. JJJ •• •• • • or, M ...-- - •.- a' LL 2 3/8" MIN.T.X?'I. UL. F1N21_0R5_: SEE ELLY. FOR SPACING g O R2BY WOOD BUCKS OR WOOD 5TRUC .kms^, O n n •—•`' 2 3/8" Mu.R �t-3/8" MIN. PENETRATION INTO WOOD i— THRU TBY BUCKS INTO CONC. OR MASONRY i�RS o �y 1-+/4" MIN. EMBED INTO CONC. OR MASONRY U _ LY INTO CONC, OR MASONRY "- f + .,. 'SEA W t?it',ONRY ,�1 OR c DRILLING SCREWS (GRADE E CRS) WHEN USED THE MIN. WOOD INTO METAL STRUCTURES BUCK DEPTH SHALL BE 2%-. STEEL : 12 GA. MIN, (Fy = 36 KSI MIN.) THE USE OF DEEPER OR ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I BEVELED WOODBUCKS IS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED ' PERMITTED.) I.. TYPICAL EDGE DISTANCE t INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - R" MIN. INTO METAL STRUCTURE = 3/4" MIN. t CONCRETE AT NEW. SILL OR. JAMBS fc = 3000 PSI MIN. • • • • • • • • • C-90 HOLLOW/FILLEO kbC-K4Y�,SAf40S fm - 2000 PSI MIN. ..—.-. _... ... • • • • • • • • • • rn4r JAyAD ARRND A. . - -• • 1 • • • • • • • i FLA P . (_M wvaTNYwt TvBh Rhn FroTlda FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. u ANEW ALSO APPLICABLE TO SINGLE HUNG AND'•t'bD� + ase • • slr>t • • • • oXORI7f}I•F�I'A�,•9I,IDING WINDOW FRAMES IN FLANGE, or AT E#CH 00 MU.L • • • $ SEE •HBE 3 &•T • -fQUAL •LEG bR FIN FRAME CONFIGURATIONS. 2012 ""' FAsdu4R FOR ",:IIY • • • e • • - s s • _-• • T • • • s • • • • • • • • • • • •• •• • • • •• •• .a 'a 2 r .5w - -T- —II.. . . ..... .. . ....... I -M5 7yp. 2.5M 1.335 2.440 TV. T 1.745 ul .065 3.175 75 429 ._...___2.737........._ .065 Or Typ. Typ. Z! 2.613, --1.450 .,go 05C, z IL • 3 --846-"' 1.01 -745 — .745 —mIj Typ. 1015 . 00 - — ---- 1.000 sw SERIES 130 SWiNEL H.R. --- ........ ..... ---f ----2.505-........ —3.237 CY FIX. FIANCE FReteF,18, MW. FLANGE FRAME HE -AD WUW- FIANGF MME JWB H.R. 5_&JYDW. WOW, FLMGE FRAME JAMS FLANGE FRAME H s SERIES 110 L S.H. WDW, FLANGE L r ME SILL SERIES 120 SLNMEL 0 0 -a - M-136 Col -135 CGI -137 COI -139 .812 1.301—-1.553 .065 ........... 2.505 --2.737 SE .085 Typ. ....... Typ. r(p. .065 7yp. 2.505 1.335 440 f 1'015 .831 I 3.175 1.429 2.01 2.5m 1. 1.550 1.680 1 U, ...... — . -1 45 ..065 .1 ... -- - --- . . . ..... -- , -1- 1 3 00 .745 Typ. .050- 1 95 ... 1.015 2.131--] ��Rw$ '30 S""L Fl. DW- FLUSH FRAM R -&—MM. FLUSH FRAME HFAD WDW, FLUSH FRAME JAM HAL MR, WM FLUSH FRAM F 1 u WrAV. RUSH MME HEM S... ZrFLU&fRAME SIL SERIES 120 SENTh4M ME JAM CGI -_t 16 'n T: N NJJ CM -101 C61-119 CGI -$00 FIN ADAPTOR CM -110 0 ' 3 1.0151 ----- — — ----- 1.140— -- -- ------ 0'5 -1.140.- Ji z 2� tL *- 4 O —055 4,430 TYPE 2 5 3.930.065 Im Typ' 3"lz 2.885 li s �M. no I __....2.44D--.---_-. ----- 2.44D ------- - 4 —7-1. —RES 120 SENTINELEL NR,10 A. WOW. FLANGE FRAME SILL CQ -138 13 0 0 %: to • 0.: Nr A" AtUMD m 1 -.0 to -6-71, iCIVB� 11 . .=LV'l.Wa.DFwdft j.ilft Code %"Pw. No zs A h; 1� • ••• ••• to: 0:0 2012 1 s I n .1 M10-001 • 00 00 0 0 to 00 street 7 of 7 : : : 0:0 0 : :11: : • :• :.. 0 •0: 01 •:o :0 00 •