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WS-14-1407BUILDING PERMIT APPLICATION Miami Shores Village 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 Master Permit No. bj,) 14 f ILi Sub Permit UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: --7 '7,3 A g- C?L City: Miami Shores County: Miami Dade Zip:l� Folio/Parcel#: _ZZ- 3 Z06— C)Z f - 313 -0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): jzt1 c -g- Phone#:3,,5-,- eoP- 273 3 Address: 73 A.)q s- r. City: ®"lP f �T f �'C�'� State: Zip: Tenant/Lessee Name: Email: hone#° CONTRACTOR: Company Name: _ /�� Phone#:J ®� Address: 5 5-6-6 /,s( ty z 61 s % City: C.i State: Zip: Qualifier Name: h*- Phone#: �2'>�S State Certification or Registration #: CA C 6 Lrl. Certificate of Competency #: DESIGNER: Architect/Engineer: �- Phone#: 9v 7- *3s i' 094r Address: 160 sw Z z Ay4�5 0- l o6 City: Com' / State: Zip: 33 33 2. Value of Work for this Permit: $4 Z , 96. ®° Square/Linear Footage of Work: :9 S �� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: -c-�C-i Submittal Fee $ Scanning Fee $ Notary $. Permit Fee $ Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ J 6 r i , Bonding Company's Name (if applicable) Bonding Company's Address % > City State Mortgage Lender's Name (if applicable). Mortgage Lender's Address 1011( ® /� City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �1- Signature v OW RorAIwT The foregoing instrument was acknowledged before me this -2`5 day of -S -P1e 20 1(-1 by C 0j?, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: CO The foregoing instrument was acknowledged before me this day of 20 14 by (�:eyS-hr'p- '5C -,VL ZZ0 , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign-�� Print: Seal: as 9 COMMISSION 9 EE 77745 EXPIRES Mamh 11, 2016 APPROVED BYt Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) UJS % Lt , I Ll 0 -.4 -- Miami Shores, W APPROVED 7r DEPT BY � DATE 9 BLDG DEPT I L. SUBJECT TO COMPLIANCE Will -1 ALL FEDERAL ri l Al's AND COUNTY RULES AND HFGUI-ATIONS 1x3" M�L1 16t3W, iJ4A.i��uo.�5 n -F a,,* ex 3" 1 11 15 NLIX:12-122sots WWW. P REST I G EW IN DOOR. COM WINDOW/DOOR SCHEDULE PROPERTY OWNER: HORRAY RESIDENCE PROPERTY ADDRESS: 973 NE 95 ST MIAMI SHORES, FL 33138 DATE: 24 -Jun -12 OPENING DESCRIPTION OF WINDOW/DOOR/MULL PRODUCT ACCEPTANCE NO. NOA PRESSURE OPENING PRESSURE OPENING SHUTTER REQ MULLION REQ IMPACT (+) PSF (-) PSF (+) PSF (-) PSF SIZE YIN Y/N Y/N 3 A CASEMENT 13-1115.06 60 -60 39.2 -42.6 26X76 N Y YES 3 B CASEMENT 13-1115.06 60 -60 39.2 -42.6 26X76 N Y YES 3 C CASEMENT 13-1115.06 60 -60 39.2 -52 26X76 N Y YES 4 D CASEMENT 13-1115.06 60 -60 39.2 -51.6 28X76 N Y YES 2 E CASEMENT 13-1115.06 60 -60 39.2 -51.8 27X76 N Y YES D -F SINGLE DOOR 14850.1 70 -70 38.1 -41.5 38X80 N N YES 2 G CASEMENT 13-1115.06 60 -60 40.1 -53.6 28X51 N Y YES G-2 CASEMENT 13-1115.06 60 -60 39.3 -52.2 37X51 N N YES H CASEMENT 13-1115.06 60 -60 39.3 -42.7 37X51 N N YES I PROJECT -OUT 13-1115.04 60 -60 39.3 -42.7 37X51 N N YES J PROJECT -OUT 13-1115.04 60 -60 40.1 -43.4 37X38 N Y YES 2 K CASEMENT 13-1115.06 60 -60 39.3 -42.7 37X51 N Y YES D -L FRENCH DOOR 14850.1 70 -70 36.4 -46.4 72X80 N N YES M CASEMENT 13-1115.06 60 -60 39.3 -52.2 37X51 N N YES D -N SINGLE DOOR 14850.1 70 -70 38.1 -41.5 38X80 N N YES D -O FRENCH DOOR 14850.1 70 -70 36.4 -39.8 72X80 N N YES D -P FRENCH DOOR 14850.1 70 -70 36.4 -39.8 72X80 N N YES D -Q FRENCH DOOR 148350.1 70 -70 36.4 -46.4 72X80 N N YES Project #: 41808-51636 Project Details: BRUCE KORRAY Contractor: PRESTIGE WINDOWS AND DOOR 973 NE 95 ST MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Elev, z fi Size W x H ain 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): 40.0 ft Parapet z 3 feet? No L__ I General Calculation Elev, z fi Size W x H ain Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC J: ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient ( nK): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 4.0 ft ASD Method: P = 0.6w IVlati Elev, z fi Size W x H ain Zane S;hutte Area ftZ' K' Kn) 9 in) iGC p' GCp „biPressures WA 15 26.0 x 76.0 4 No 13.7 0.85 56.57 0.98 -1.08 +39.2 1-42.6 WB 15 26.0 x 76.0 4 No 13.7 0.85 56.57 0.98 -1.08 +39.2 /-42.6 WC 15 26.0 x 76.0 5 No 13.7 0.85 56.57 0.98 -1.35 +39.2 /-52.0 WD 15 28.0 x 76.0 5 No 14.8 0.85 56.57 0.97 -1.34 +39.0/-51.6 WE 15 27.0 x 76.0 5 No 14.3 0.85 56.57 0.97 -1.35 +39.1/-51.8 DF 15 38.0 x 80.0 4 No 21.1 0.85 56.57 0.94 -1.04 +38.1/-41.5 WG 15 28.0 x 51.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 WG2 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3 /-52.2 WH 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 -1.08 +39.3 /-42.7 WI 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 -1.08 +39.3 /-42.7 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 engineer 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 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 41808-51636 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM Valid Only With Raised Engineer Frank L. Bennar-tc rn PE0046549 Cert Auth 9885 PAGE 4OF� N IEEINO ,7.F'` +.,, ►C, A FRANK L SENNARDO, P.E., INC. INNOVATION Project #: 41808-51636 Project Details: BRUCE KORRAY Contractor: PRESTIGE WINDOWS AND DOOR 973 NE 95 ST MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Zone Shutter? Area ,(ftz) K_z ��,) g i (q n) GCS 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): 40.0 ft Parapet �: 3 feet? No L_ I General Calculation Zone Shutter? Area ,(ftz) K_z ��,) g i (q n) GCS Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC I): ± 0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.85 Velocity Pressure (qh): 56.57 psf End Zone (a): 4.0 ft ASD Method: P = 0.6w Mark Elev, z (ft) Size W x li (In) Zone Shutter? Area ,(ftz) K_z ��,) g i (q n) GCS GC p _ Pressures; (psf) WJ� 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 WK 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 -1.08 +39.3 /-42.7 DL 15 72.0 x 80.0 5 No 40.0 0.85 56.57 0.89 -1.19 +36.4/-46.4 WM 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3 /-52.2 DN . 15 38.0 x 80.0 4 No 21.1 0.85 56.57 0.94 -1.04 +38.1/-41.5 DO 15 72.0 x 80.0 4 No 40.0 0.85 56.57 0.89 -0.99 +36.4/-39.8 DP 15 72.0 x 80.0 4 No 40.0 0.85 56.57 0.89 -0.99 +36.4/-39.8 DQ 15 72.0 x 80.0 5 No 40.0 0.85 56.57 0.89 -1.19 +36.4/-46.4 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 engineer 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 41808-51636 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM Valid Only With Raised Engineer Frank L. Bennardo, P PE0046549 Cert Auth 9885 PAGE _1--O F 2,-- 3 MI� DUDE MMI -DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Str=t, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} www.mlamldade.eov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, n 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurpnce purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ May immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al— Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. REVISION 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. TERAHNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1220.15 MOI , � Expiration Date: March 28, 2018 �• � • Approval Date: February 28, 2013 Z Z�l l�7 Page I CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL--0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 954929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion - L.M.I.", approved on 05/10/12 and expiring on 03/28/13. �7l Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-2 CLIP ANGL 6053-T5 2 MULLION CLIP FOR 18Y TUBES COI -383 6063 -TS (ALT. TO 2 PIECE CLIP) MULLION CUP FOR 213Y TURES CGI -385 8003 -TB (ALT. TO 2 PIECE CUP) ==j TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL I AZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS ana TD MIN INSTRUCTIONS: USE CHARTS AND GRAPHS AS.FOLLOWS. ,STEP ], DETERMINE DESIGN LOAD RET]UIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. SMP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET WITH STEP 4 DESIGN ORE 2DES�IGN LOAD �CI�FIED pRowierrmuMED wcw0yftvAIhdwFbMa IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 k S. AND ANCHOR B> AO0 9M No �+ GRAPHS STEPS ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPEEMED IN STEP 1 ABOVE - MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MLAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM ZUBE MULLIONS I IONS USING MULLION PROPERTIES ON Y NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VEL=rrr HURRICANE ZONE (W,4 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC), ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION IDIMASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DIS&MILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORmA BLDG. CODE SECTION 2003.8.4. CML FLA. 8 as 4 ftu z 02 Q. g� h 6 O as W z� .jailE� R Ole 9 6 � o droWing no. M95 -13A n Bills I I MAIN11 Noll 111111 oil 1 11111 114111 goNoll me I IN I IS so I I all IS III -0h4.9- go I goal I 111M III N WIN I MON 1111111 I as I I N1 I III I Room 11 on am N1 NINO go n1 11,11 isi� eBig Ivan 2 X 2 X ALUM A / 14 S.M.S. 2/ ANGLE 2X2X1/8• ALUM ANGLE a-s/e• LONo 1 1 i 1 I 2 X 2 X 1/S' ALUM ANGLEF!", TYPE •A' 4/4" o ULTRA. 1/ ANGLE d a a °q 1 BY OR MY wow a° d a� 1 I 1 1 1 Z/ANGLE1 1 1 NOTCH ANGLES TO d 2• N1N A PREdeCONC. - 8 1/4• DIA. ULTRACON S 1-3/8• MIN. EMBED 1/ ANGLE ANCHORS TYPE ' • a� .1/4. 0 ULTRACON 2X2X1/B• ANGLE ' ALUM ANGLE 4 e 14 SMS ACCWMDDAt 2/ ANGLE ; a Z s MULLION 181. OR 28Y MULLION WOOD SUCK a ° ALUMXANNG O 2-5/8• LONG- 1 I 1 1 a _ ° i Co I __-y---- -_ 4 1.500 a MAX ' d ' ANCHORS TYPE 'C' ACCWMDDAt ; CLM':.ANGLE TO MASONRY Z s 2 ALUXI/ MANGLE O z 9 �0 g14s.M 3/ ANGLE - — - O Co --T--- _- ULTRACDN i-3/8' MOJ. EMBED ANGLE lQ� O e O MULLION •d ° Z CQNCREtE OR NASONRY LOCKS W F I 2 ALUMXAN LE 3-S/8' a LONG G yy 1 K I I U1 Z fy,l �NP, 1g C4" N1 I st Z Z Z 1 a (t 0 I /4' DIA ULMACON BY 'FI CO' (Fw177 KSI, Fy-155 KSI) WOOD BUCKS NOT BY C.G.I. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED. 1-3/8' MIN. PENETRATION INTO WOOD PRODUCTRISVBWED tHRU 3/8' MIN.UEMBED INTO OCONC.R MASONRYBasofts° 2_I 5• � 2 gg� Oc.aN. 1-1/4' MIN. EMBED .INTO MASONRY 8 TYPICAL EDGE OtsTANCc tDadePmAeb INTO CONCRETE AND MASONRY = 2-1/2" MIN.; OW -9 ^a• INTO WOOD STRUCTURE - 1" MIN. M95 -13A INTO METAL STRUCTURE = 1/2" MIN.mr. 10 1- T TO ALUM CHANNEL 3/4 X1-3/4 % 3/4 WW" TO CLOSE FIT TUBE O I 7 3 9• 1 I I 1 �d 12 X 3/4LATE' B.M.S. (2) NNECT PTO CHANNEL PLATE v G v a... PRE�A$f CONC. - $ 2• MLN. e 9U. EDGE DIST. `w t/4. OLA. ULTPACON +-3/8• MIN. EMBED 2 PER PLATE SEE CWIRT2FOR+QUANTITIES A�R N --------- A D B 3 4 THIS SCREW CAN BE TALLED IN EITHER./ @!,S IXRECTION SPP A. 1/8' THICK ALUM LENGTH TO tum HOLE MULLION PER CUP A X2 tX I 2 & 1X3 MULLION 2 PER CLIP AT LARGER MULLIONS IULUON BY OR 28Y TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION FROmicmitmewim go courpift withdo Florida �v! s 2— fobs s T� como . L, , $ drawing no. M95 -13A T MIAMPDADE MIAh1IDADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) -mys miamidade.Mv/economy CGI Windows & Doors 10100 NW 25a` 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 AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Terga 7300" Outswing White PVC Casement Window L.M.I. APPROVAL DOCUMENT: Drawing No. W13-24, titled "Series 7300 Vinyl Casement Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 05/17/13, with revision A dated 01/20/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami— Dade iamiDade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DAU>r COUNTY NOA No. 13-1115.06 .. , Expiration Date: February 20, 2019 14- Approval Date: February 20, 2014 Page 1 , CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •A. DRAWINGS I. Manufacturer's die drawings and'sections. 2. Drawing No. W13-24, titled "Series 7300 Vinyl Casement Wdw. (L.M.I./S.M.L)", sheets 1 through 9 of 9, dated 05/17/13, with revision A dated 01/20/14, prepared by AI-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 20294 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 extruded vinyl equal leg,/fin/flange frame casement windows, prepared by Element Materials Technology., Test Report No. EMT ESP01404P, dated 09/26/13, signed and seated by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 10/08/13, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex BP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (AU) for their "Saflex Clear and. Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. 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. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterlor Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. Wf La ManuelP P.E. Product Contr Exa finer NQA No. 15.06 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest, dated 05/16/13, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon, P.E., G. OTHERS l.. None. Ian eM •ez, P.E. Product Co trot aminer NOA-1115.fl6 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 E-2 SERIES 7300 VINYL CASEMENT WINY) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON MEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT./CASMT. OR CASEMENT WITHOTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -RADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HwmCANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATEtOAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE, MATERIALS INCLUDING Wr NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER D1SSIMI TO tAATERVS.S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION_ 2003.8.4. VENT AND 38, LOCKING POINTS INTERIOR FRAME WIDTH SEE CHART WWJ. HEIdR N0. OF V MNL12" UPTO AT SASH A2 AHEAOHIAX. �, 2 COR EARS 7 SILL 3S" 3 o 8c 30 7/18" II / m 0.1, OPG. ro II VENT MOTH FIN Fft MES I II I 30 7/18" m 0.1, OPG. ro 34" VENT MOTH FIN Fft MES DAYLTIE OPENIN�c. OLD WIDTH INTERIOR FRAME WIDTH - 5.563" DLO HEIGHT = INTERIOR FRAME HEIGHT - 5563" LAMINATED GLASS s INSULATING LAMINATED GLASS iAFGE & SMALL MISSILE IMPACT n 4 RUSH & FIN FRAME ELEVS. p dAVA7 F,,,dA Mut. aP1+LmcompTYle/�dt5 til:. KA&� 7PS92 . A R�ml eprod � 8 3 CONsTRUCTION DETAU W13 24 DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DILIENSIONS I OLASS TYPES W. 'Al'. W. 'BI' WXfM Hf7Wff EXT.(+) 1NL(-) 18-1/8' 25-1/2' 38' 41' �• 60.0 60.0 60.0 60.0 80A 60.0 .60.0 604 16-1/8' 25-1/2 36' 41' 37-31W 80.0 60.0 80.0 60.0 eoA eO.o 80.0 80.0 18-1/8' 25-1/2' 3H' 41' 69' 80.0 60.0 80A eao 60.0 60.0 1 60.0 60.0 18-1/8- 25--1/2' 38' 41' 71' 6(LO 6" 60.0 60.0 60.0 8" 60.0 60.0 18-1/8' 25-1/2° 36' 41' �. 604 60.0 80.0 60.0 BOA BOA BOA BOA 18-1/8' 25-1/2' 38' 73-1/4' 60.0 BOA 80.0 60.0 BOA 80.0 18-1/8' 25-1/2° 36' 7S' 60.0 80.0 60.0 80.0 80A 6" DESIGN LOAD CAPACITY - PRF INTERIOR FRAME DIMSIONS GLA8S TYPBS W. 'Al'. 'B'. 'BI° YAOfH HMW EXT.(+) 1M(-) 23' 29' 35' 41' 3s' Bob 80.0 90.0 90.0 00.0 90.0 60.0 60.0 23' 29' 35' 41" 4r 60.0 60.0 BOA sam 60.0 W0- 60.0 60.0 23' 29° 35' 41' 69' 60.0 BOA 60.0 s.0 60.0 60.0 BOA 1 60.0 27° 29' 39' 71' 60.0 BOA 80.0 60.0 BOA 80A 23' 29' BY BOA MA 528 628 l "t, r INTERIOR FRAK OW FIN FRAM E NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5-DEC-219 ,4 1 m n m ow N '- s 00 in zZL� F.V. JAYAD AFWAD FLAaw�1L'"7 PPMW `on,�imwe 2014 Dedtp�paq i draMng no. W13-24 �" x ST. W. llSPACER ST. STEEL yEGGS tl W GUSS TYPE 'A1-' 91AM TYPE 'BL' bi S 1' OVERALL DIS11L IAM. GLASS (L.M.I ONLY) t• DVERUL wsuL IAM GLASS m c JACNI MLAO D ERDER TO QUALIFY FGLA FUR SMALL MISSILE E TEM RATING E �@ � EXTERIUR PLY OF GLASS TYPE 'At' MUST BE TEMPERED. F � � Et '� AN _y a0 woI $ S JA Q1h _ I droving no. W13-24 sheat -3-f 9 3/18' ANN. GLASS 3/16• HEAT STREN'0 GLASS A75• INTERLAYER .07s INTERIAYLA sAFLEx CP � EasrMAnl CHEMICAL' OR � CP BY 'EASTMAN CHWICAL' Z 1 A90' D1TERlAYQ2 ASO' INTERLAYER 0 ' sAFLEx CLEAR BY 'EASTMAN CHEMICAL'SAfl.IX CLEAR BY 'EASTMAN CHEMICAL' OR e A90•IMERIAYER SEMRYf.T1u 'DUPONT' _ 080 INTERLAYER BY SENTRYGLAS 8Y 'DUPONT' 3/16" ANN. GLASS 3/18• HEAT STREN'D GLASS ' SILICONE SILICONE V I' Li GE 12W z' m GE O Ld5 CO�RNWG 699 I DOW CORNING 995 DaW C ORIOM an I DOW CORNING 985 app N a 0 o ' GLASS TYPE 'A' GLASS TYPE 'B' ai 7/18' OVERALL IAM. GLASS 7/18. OVERALL lAM1. GLASS (L.M.I & S.M.I.) _..�... O' 3/16" ANN. GLASS 3/16" HEAT STREN'D CLASS O .075• INTERLAYER 'EASTMAN 075" DYER ,,FF 3/B• AIR SPACE OSAFIEX CP BY CHEMICAL! 3/8' AIR WAGE SAM CP Sr 'EASTMAN CHEMCAL' a c 3/16' ANN. GLASS 090• INTERLAYER SAFLEX CLEAR BY 'EASTMAN CHEMICAL'oft OR .090• INTERLAYER 'EASTMAN N M 311V- TEMP. CLASS / SAFTiX CLEAR BY CHEMICAL' p 3/16' TEMP. GLASS 'M0• INTERLAYER 'DUPONT' A90" INTEILAYER Z Z SEMRIAGUS BY SEKllrmLAS BY 'DUPONT' 3/16" ANN. GLASS 3/16' NEAT STREMD GLASS U SILICANE 9 SILICONEGE o �— I I 00 ¢ GE 120D DDW 2CORNNG 899 y� DOW CORNING 699 I I� OOW CORNUVG 99S DOW CORNING 995 m {I �" x ST. W. llSPACER ST. STEEL yEGGS tl W GUSS TYPE 'A1-' 91AM TYPE 'BL' bi S 1' OVERALL DIS11L IAM. GLASS (L.M.I ONLY) t• DVERUL wsuL IAM GLASS m c JACNI MLAO D ERDER TO QUALIFY FGLA FUR SMALL MISSILE E TEM RATING E �@ � EXTERIUR PLY OF GLASS TYPE 'At' MUST BE TEMPERED. F � � Et '� AN _y a0 woI $ S JA Q1h _ I droving no. W13-24 sheat -3-f 9 ,BY WOM SM SEE.iV07E'ON sNEEr t. d - y da A � r -- W4 0 "a W TYPICAL ANCHORS Q FOR I Qda 4 SPACINO TYPIC , SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. I •, 99 V I - TYPICAL. ANCH ,400D BUCK SEE ELW. FOR SPACM %m I I MIAMI—RADE COUNT' APPROVED I j I j MULLION k M.ANCHORS I Q II SEE SEPARATE NCA II I i EDGE DIST. � j I 4 Ll �g� TYPICAL ANCHORSSm Eay. FOR SPACING MOM R tL WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a TYPICAL ANCHORS • SEE ELEv. FT]R s'ACINo � IAV DIA TAPCON BY '17HW (Fu=120 K9, Fp=92 KSI) Vy 1/4" DIA. ULTRACON BY %=* (Fu=,77 Ks% Fy_,SS KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-1/2` MIN. PENETRATION INTO WOOD JvO THRU 18Y BUCKS INTO CONC. OR MASONRY a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O E3 3 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED IWO CONC. OR MASONRY (JAMBS) U o 414 SMS OR SELF DRI ,1 • SCREWS (GRADE 2 CRS) n INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES ALUMINUM2 1/8" THK.N.FMIN. 6063--T5 "MW.) (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-1/2' MIN. m INTO WOOD STRUCTURE - 1" MIN. IWO METAL STRUCTURE = 3/4" MIN. m CDNCRETE AT HEAD. SILL OR JAMBS 1'e = 3000 PSI MIN. 2 e C-90 HOLLOW/M.0 SOCK AT JAMBS Pm = Woo PSI km o 0 FLANGE FRAMES n g3 aism Os,ud�N 2014 87. drardng no W13-24 sheet(— M_ 8 1/4r VAX INTERIOR FRAME YAINH 1/4' MAX. SMI! O O Inc SKIMS C D I/4' stat TYPICAL SEE ELE, ta. MAXPoR SPACPIO [2 tl ® (8 D F2 TYPICAL ANCHORS TYPICAL MCHORS 041 may` SEE ELZ(. 29Y UCK FOR 52 FOR SPACING P., FWOOD B o., F� E+ to MEXTERIOR N t� MUAL TxjCTIm D.L. Om Z Z ter anion BUCKSp SEE NOTE ON sHEEr t o � .- 9 MIAMI-OADE COUNTY APPROVED CL�PEO MULLION@ MULLION ANCHORSSEE SEE SEPARATE NOA R 04 RRERIOR FRAME VAM -- -- INTMM FRAME YMNH ---1 pp B tAA—NCHORSrdraW.�g..- MES A PE if CAM �Sse�OIQ.XOAO ,�� SEE EUTV. FOR SPACINU �./ W13-24 ahaet $ of 9 FLANGE AND FLUSH FRAMES CAN BE USED AT ALl ANCHORAGE CONDMONS. FOR SPACING FLUSH FRAMES AP a,eamaybgvfta, norm note 0 M Bade t d B7 �./�aGGIdi�J:�SL��'../ 4% z F Ogg 2 MI N Z M Qti aq C-4 c� 5SQ a P%S Z Z GJ 30 _ Crowing rro. W13-24 TYPICAL ANCHORS SEE 8,. �y.V FOR SPACING i . �o TYPICAL ANCHORS O J » FIN FRAMES: SEE ELEV. FOR SPACING al 48 SMS/WOOD SCR EWs (GRADE 2 CRS) I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4` MI(V. PENETRATION INTO WOOD a E3 3/4' MIN. EDGE DISTANCE v ° Q E4 gym 'I q 1�/p4M t� GAP INTERIOR FRAME YAOTH MTHRIOR FRAME Y11OTH 1/4' MAX. 4' i 3/4' MIN. C2 3/4' MIN. El 4 F8 E8 Q © \ i I p � I t E qw a ' ' OI -- O. i I 4i c W JCI o _ p O 04 n�3 o = _ Zi �o 1 I E4 E9 E9 EXTERIOR ES Es E4 --' TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING II 1 `S ILS g I t' ] ES \2 W E4 yT a 0 ce n FIN FRAMES _ n gg -r- JAY/m AIt. � •t c3 t .P 17M382 TN�aVd Aatta>nPTiL781YIW16N a oaR g� g aa a all ty droaing rro. LSEE AN`2'01� i " W13-24 FOR SPAWS (cheat 7 °T 9 � N n zj A g LL's -� i J to o N 1h eS z §'n 1� USI WHITE PVC DaRUsiONs TO BE LABELED WITH AAmA EXTRUDER CODE, c MRUDER NAME, CaTY, STATE ANO 'MDCA'. m m� m + c a n _ JACNI AHITAO •� SCAN -353877 F1a�tTdq�tl am*TOg9&fW } 9►�q a DadeProduci s By draW177g Ifo. W13-24 17t173et a ar a CODE PART Na DP3L�T[ON 3tAT581AL MANOF. R.BibARXB E1 CCB-1011 EQUAL LEG FRAME TAC DECEUNWCit NORTH AMERICA LLC. _ E2 M-1017 FLANGE FRAME PVC OECEUNWQC NORTH AMERICA LLC. E3 CM-1022 FTN FRAME _ pJC DECEUNWCK NORTH AMERICA I.I.C. £4 CW-1012 SASH PVC _ pECFaIpINgC NORTH AMERICA ILC. E8 CCI-1008 IC GLAZING BEAD PVC DECEUNMtOC NORTH AMERICA I.I.C. CGI-7025 7/18' MD.`Xp1TFIIC GLAZWC BEAD PVC DECEUNINCK NORTH AMERICA U.C. E7 Cd-804 FRAME REINFORCEMENT BQOSA-T5 Cd EXTRUDE21 R E8 CCI-80S SASH REINFORCEMENT (SWILL) BOQSA-TS Cd EXTRUDER E9 Cd-808 SASH REINFORCEMENT (LARGO�---- BOOSA TS CGI E7TTRWER Mf SCS 1200 OLA21N6 SNCOpE {1/2' X 3/16" BEAD) SILICONE GENERAL ELECTRIC M2 DOW 088 GLAZING SRICONE (1/2' X 3/16• BEAD) SWCONE DOW COtbWNC M3 an 889 CBA2840 SWCX)NE (1/2' X 3/18• BEAD) SILICONE DOW CORNING 50.14.00.011 OPE1tA7TRi TRUTH OPTIONAL 1157892 OPERATOR TRAGIC AND SLIDER ASSEMBLY TRUTH OPTIONAL MB 12b1,92 STUD BRACKET TRUTH OPTIONAL M7 328 GASKET TRUTH OPTIONAL A18 7497.00.005(008) HINGE AT HEAD & S91TRUTcli H M8A BPAPS-2501-130.SS(13GSS) ALT. HINGE AT HEAD g Spa, RADISSON INDUSTRIES MB - SETDNG BLOCK, 2 PER LITE DUROMETER 8515 M10 MULTI Pony IDclt SYSTEM mum - ALT. MULTI POINT LOCK 975fEAl RA05S�1 INDUSTRIES 72-100:9 FRAME SNUBBER AT 15' O.C. —80[15A-TS _ am EXTRUDE0 Ed R M74 72-10040 SASH SNUBBER AT 1b' O.C. BDOSA-T5 CGi EXTRUDER M15 ONS-580 SASH SEAL ---�-• YOM SCF9.EliEL M17 PROTECTO WRAP WATERPROOFING OR EQUN. .-. AT FIN FRAME S2 8 X 1" FIAT HEAD SMS -OPERATOR TRACK 4 PER TRACK Sal— g-B X 1' FIAT HEAD SMS -OPERATOR 8 PER OPERATOR S4 g 7 x 1/z• FIAT HEAD SMS - HBCGE TRACK 4 PER HINGE Sb g 8 X ,/2' PAN HEAD SMS -KEEPER a PER KEEPERSB � g a4 X a/i8• PAN HEAD Sats - Loac HANDLE a PER HaJd.E S7 g 8 X 1-1/2• PAN HEAD SMS -TIE BAR MOM2 PER WIDE g B x 1/z• Fur tTFAD SIMS - sp7TeaET4s — -------•- 2 PER SNUBBER S7bS -STUD BRACKET 2 PER BRACKET S70 g 7 X b/8' FIAT HEAD SMS - HINGE ARM 4 PER HINGE � N n zj A g LL's -� i J to o N 1h eS z §'n 1� USI WHITE PVC DaRUsiONs TO BE LABELED WITH AAmA EXTRUDER CODE, c MRUDER NAME, CaTY, STATE ANO 'MDCA'. m m� m + c a n _ JACNI AHITAO •� SCAN -353877 F1a�tTdq�tl am*TOg9&fW } 9►�q a DadeProduci s By draW177g Ifo. W13-24 17t173et a ar a CODE PART Na DP3L�T[ON 3tAT581AL MANOF. R.BibARXB E1 CCB-1011 EQUAL LEG FRAME TAC DECEUNWCit NORTH AMERICA LLC. _ E2 M-1017 FLANGE FRAME PVC OECEUNWQC NORTH AMERICA LLC. E3 CM-1022 FTN FRAME _ pJC DECEUNWCK NORTH AMERICA I.I.C. £4 CW-1012 SASH PVC _ pECFaIpINgC NORTH AMERICA ILC. E8 CCI-1008 IC GLAZING BEAD PVC DECEUNMtOC NORTH AMERICA I.I.C. CGI-7025 7/18' MD.`Xp1TFIIC GLAZWC BEAD PVC DECEUNINCK NORTH AMERICA U.C. E7 Cd-804 FRAME REINFORCEMENT BQOSA-T5 Cd EXTRUDE21 R E8 CCI-80S SASH REINFORCEMENT (SWILL) BOQSA-TS Cd EXTRUDER E9 Cd-808 SASH REINFORCEMENT (LARGO�---- BOOSA TS CGI E7TTRWER Mf SCS 1200 OLA21N6 SNCOpE {1/2' X 3/16" BEAD) SILICONE GENERAL ELECTRIC M2 DOW 088 GLAZING SRICONE (1/2' X 3/16• BEAD) SWCONE DOW COtbWNC M3 an 889 CBA2840 SWCX)NE (1/2' X 3/18• BEAD) SILICONE DOW CORNING 50.14.00.011 OPE1tA7TRi TRUTH OPTIONAL 1157892 OPERATOR TRAGIC AND SLIDER ASSEMBLY TRUTH OPTIONAL MB 12b1,92 STUD BRACKET TRUTH OPTIONAL M7 328 GASKET TRUTH OPTIONAL A18 7497.00.005(008) HINGE AT HEAD & S91TRUTcli H M8A BPAPS-2501-130.SS(13GSS) ALT. HINGE AT HEAD g Spa, RADISSON INDUSTRIES MB - SETDNG BLOCK, 2 PER LITE DUROMETER 8515 M10 MULTI Pony IDclt SYSTEM mum - ALT. MULTI POINT LOCK 975fEAl RA05S�1 INDUSTRIES 72-100:9 FRAME SNUBBER AT 15' O.C. —80[15A-TS _ am EXTRUDE0 Ed R M74 72-10040 SASH SNUBBER AT 1b' O.C. BDOSA-T5 CGi EXTRUDER M15 ONS-580 SASH SEAL ---�-• YOM SCF9.EliEL M17 PROTECTO WRAP WATERPROOFING OR EQUN. .-. AT FIN FRAME S2 8 X 1" FIAT HEAD SMS -OPERATOR TRACK 4 PER TRACK Sal— g-B X 1' FIAT HEAD SMS -OPERATOR 8 PER OPERATOR S4 g 7 x 1/z• FIAT HEAD SMS - HBCGE TRACK 4 PER HINGE Sb g 8 X ,/2' PAN HEAD SMS -KEEPER a PER KEEPERSB � g a4 X a/i8• PAN HEAD Sats - Loac HANDLE a PER HaJd.E S7 g 8 X 1-1/2• PAN HEAD SMS -TIE BAR MOM2 PER WIDE g B x 1/z• Fur tTFAD SIMS - sp7TeaET4s — -------•- 2 PER SNUBBER S7bS -STUD BRACKET 2 PER BRACKET S70 g 7 X b/8' FIAT HEAD SMS - HINGE ARM V FLANGE FRAME Et FLUSH FRAME lt'J FIN FRAME 1 189 3t �- .oso FRAME REINFORCING E4 VENT qI.180 .801 WO VENT REINFORCING AM820 .44o J� Q VENT REINFORCING .788 0.50 .888 e� --L 1:498 GLAZING BEAU (IAM. GLAS 3J0 .625 .035 .881 _l. Fb GLAZING BEAU (INSUL LAM. FVL 69 9q n Emr. VYAD CrAL FLA. PE OAA W2Pb W �C�gp1 oqp wo i i3 e Jt+ drowing no. W13 -Z4 MIAMI -DADS MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWHC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADl►EMTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomy CGI Windows & Doors 10100 NW 25* Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Targa 7400" White PVC Project -Out Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W13-25, titled "Series 7400 Vinyl Project Out Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 05/21/13, with revision A dated 01/20/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by. the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer' or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, PA CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. . DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-25, titled "Series 7400 Vinyl,Project but Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 05/21/13, with revision A dated 01/20/14, 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 extruded vinyl equal leg,/fm/flange frame project -out windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014635P, dated 10/02/13, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 08/13/13, 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) E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 12-4231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 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. 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. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. Manuel Perpf Product Control Unit er NOA No. 1 - .04 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest, dated 10/07/13, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon, P.E., G. OTHERS 1. None. Manuel erez, Product Control Exa ine NOA No. 13-11 . 4 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 E-2 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE N0T REQUIRED. SERIES 7400 VINYL PROJECT OUT W=0i9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF P.O./P.O. OR PROJECT OUT WITH OTHER WINDOW TYPES N MODULES Of TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED CUPPED 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 BUILDING CODE INCLUDING HIGH VELOCITY HURIICANE ZONE (HVHZ). WOOD BUCKS BY OTFIERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHAD BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS ELIBFO,dENi TO BASE MATERWI. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORWG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT. NON—METALUC AND NON—COMPRESSISLL MATERIALS INCLUDING BUT Nor LIMITED ro STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH 0% Dl4SMTLAR tJATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. 52 1/8' mjQ 7 tr 1 UNIT MAX. VIDW. WIDTH TO 35' 52 ,/8 - 2r 2 WITH 1 KEEPER INTERIOR FRAME YMM 4 POINT LOCK JAMB IMERIOR FRAME WIDTH B' MAX. 13 3/8' M18- AX. ro ABOVE 38' 8' MAX 13 3X MAX.. :ORWERS 4 SILL ERS COR 81 SILL \ II II / \ It {❑// 41 a PR n 8 / II 11 ==f=rrrr / II If B 4 JAMS ANCHORS 9, 46 9/18' READ. FOR a 46 9/18' O.L. OPO. HEIGHTS ABOVE 38' D.L. OPG. 50 1/8' 60 1/8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE N0T REQUIRED. SERIES 7400 VINYL PROJECT OUT W=0i9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF P.O./P.O. OR PROJECT OUT WITH OTHER WINDOW TYPES N MODULES Of TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED CUPPED 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 BUILDING CODE INCLUDING HIGH VELOCITY HURIICANE ZONE (HVHZ). WOOD BUCKS BY OTFIERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHAD BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS ELIBFO,dENi TO BASE MATERWI. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORWG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT. NON—METALUC AND NON—COMPRESSISLL MATERIALS INCLUDING BUT Nor LIMITED ro STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH 0% Dl4SMTLAR tJATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. s2 INTEPoOR fRAME WIDTH 6' MAX. 133/ " 1D HFAD HEAD CORNERS SILL mg 94 J 1 111\ / u N \ JAMB ANCHORS T 46 9/18' REOD. FOR D.L. OPG HEIGHTS ABOVE 38' 50 1/8 - VENT WIDTH FIN FRAMES 9 VERT AND FRAME CORNER CONSTRUCTION DETAILS DAYLITE OPENINGS: OLD WIDTH INTERIOR FRAME WIDTH — 5.583' DLO HEIGHT m INTERIOR FRAME HEIGHT — 5563' LAMINATED GLASS INSULATING LAMINATED GLASS ` g` LARGE & SMALL MISSILE IMPACT q WAO AF6dM1D E I MW p°tt aty r 1vtWThr b]a Bsltr y IjODAB %Olds . 87 wl D e ?rmiutf Pq� , draeNng rlo. %' W13-25 H5 LOCKING POINTS SEE CHART � $ WOW HEIGlIT N0. � UPTO � s 7 tr 1 UNIT MAX. VIDW. WIDTH TO 35' 2r 2 WITH 1 KEEPER 4 POINT LOCK JAMB ANCHORS READ. FOR HEIGHTS ABOVE 38' s2 INTEPoOR fRAME WIDTH 6' MAX. 133/ " 1D HFAD HEAD CORNERS SILL mg 94 J 1 111\ / u N \ JAMB ANCHORS T 46 9/18' REOD. FOR D.L. OPG HEIGHTS ABOVE 38' 50 1/8 - VENT WIDTH FIN FRAMES 9 VERT AND FRAME CORNER CONSTRUCTION DETAILS DAYLITE OPENINGS: OLD WIDTH INTERIOR FRAME WIDTH — 5.583' DLO HEIGHT m INTERIOR FRAME HEIGHT — 5563' LAMINATED GLASS INSULATING LAMINATED GLASS ` g` LARGE & SMALL MISSILE IMPACT q WAO AF6dM1D E I MW p°tt aty r 1vtWThr b]a Bsltr y IjODAB %Olds . 87 wl D e ?rmiutf Pq� , draeNng rlo. %' W13-25 'SS 3/18' HEAT SRtENb GLASS INTERLAYER Or •EASTMAN CHEMICAL• .P WTERLAM E% CP 8Y EASTMAN g1El8CA1ERLAYEROR NY •EASTMAN CHEMW IRrErttaYEteLEAR S�AFLEI( FERLABY •EASiMIW CHEIBCAL.•ERLAYER jL:jF,MCLF1AR BY •ouPONT' .wo• WfElA11AS sENrarcLaSBY16' ANN. G ASS3/1HEAT SR:EN'0 GLASS SCLEAR GE 1200 SILICONE DOW COW" m GE 12DD OOW CORNING 88S CTM! t� e" 888 � N SS 5 OOP/ CORNING 808 CiLA33 TYPE 'A' aLASR TypIC •L1' 7/16. OVERALL LAM. GlAas 7/18' OVERALL LAM. MASS (L.M.I & S.M.I.) 3/16' ANN. MASS 3/18' HEAT SRREN•O MAW 7>i� INTERLAYER .075' INTERLAYER 3�' O�� '' 318' AIR SPACE SW= CP 0Y •EASTMAN CHEMICAL• OR 3/TRY ANN, GLASS •WO' .p80' MTEIBAYER SAF= CLEAR BY •EASTMAN CJIEINICAI.' rBt IN AM 3/1R' TEMP. tiIAS�S OR 3/18' TEMP. GLASS CLEAR BY EASTMAN f91E1dICAL• AW NTSUM SENTRM AS BY 'LN11wN1• 0' sENTRnaAs Rr '11UAOWT' 3110' ANN. GLASS 3 1fr HEAT SRffMO GLASS SILICONE a+ GE 1200 SLIQOK 9 , WNDOW CORNING os8 GE 12M a DOW Cameo 699 U04! CORNING 995 Do CORNING 995 , ,II C CARDINAL XL m , CARHINAL T0. EDGE SPACER 0 ST. STEEL EDGE SPACER w Sr. STEEL GLASS T1fPB 'Al' 6LA83 TYPR 'Rl' 1' WERALL �' " W cm (L.M.I ONLY) I' OVERALL INSIA, IAM. CUM IN ORDER TO QUAL" FOR SMALL MISSILE IMPACT RATING DIMMOR PLY OF GLASS TYPE 'Al' MLLST LE TEMPERED. it 4,.w If' CIA PE "70592 A oxw EO Pradw $ 8 t14, Sr _ *awing W7 3-25 0 w i• v' di 1y :. .. ER • i ° MIIL ANpi01� srF afar. A FOR MVMW wow Guise NOTE ON SHEET f 7PAICAL FW rm UALAM- ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. NW & -D= CMWTY APPWW SEPARATE WU ANCHORS FOR WOOD DICKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS RAPOSED BY G MNG SYSTEM AND TRANSFER THEM TO THE BUILMNG STRUCTURE. MICAL ANCHORS: sEE a". FoR sPAcm 1/4- DUB T pCoN By W (Fua120 Xg. Ff n Ns) 1/4" DIA. Lp MgACON BY 'E7 CD' (Fu -177 M Fy M Ng) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2• MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4• MIN. EMBED INTO CONCRETE (HFAD/SLL) 1-1/4- MIN. EMBED INTO CDNC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/8- MIN. EMBED INTO CANCRETE (HEAD/SILL) 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 814 SMSOR CFI F DI8 IAS^ ¢^ocL: (GRADE 2 CRS) INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KS MIN.) ALUMINUM : 1/8- THK MIN. (6013—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MTICAL EDGE Icrewro INTO CONCRETE AND MASONRY - 2-1/2- MIN. INTO WOOD STRUCTURE - 1- MIN. INTO METAL STRUCTURE - 3/4- MIN. CONCRETE AT HEAD. SILL OR JAMBS Yc - 3880 PSI MIN. C-80 HOLLOW/FI•LE0 BLOCK AT MM fm - 2OD0 PSI MIN. FLANGE FRAMES Ehr. MW 'k� .IAD Fu Pe ,am ev aseAma171na my NOAB T omwmg no. W13-25 TYPICAL ANC REOD. FOR HE ASM 38- M FOR SPI SEE ELEV. FOR SPACMO RE00. FOR HEIGHTS ,�<• SHN1 � �• DRLY Mo. r FOR SPA . OR wow 4-1 arowmg no. W13-25 RANGE FRAME W. JAYAD A WM CML Ilu Idl bb Dstc NOA6 4/411, . a ww eq arowmg no. W13-25 o � � �� FLANGE AND FLUSH FRAMES CAN BE EDGE DIST. JAI FCR SPACNO USED AT ALL ANCHORAGE CONDITIONS. ' . e ' a A..° . e . :-� e• : o d 1/4- NTERIGR FRAME WDi 1� . .i SHINS N enI A 1 E4 n E7 � El ETED • Eg 8 �h{ ' l7 I t sV ia ' - us E4 EB FB EXTERIOR Oo x $ L a o J� --- REDO. FOR3r "SABOVE ONLY SEE a".APPROVED FOR SPAMG MW -DQE CD UM CU k NIALIDNANCHORS r� SEE SEPARATE NCA n „ INTERIOR FRAME W M PUERIOR FRAME WIDTH u t: -------— - Eg E4 7d B 1 O E! EL RM. ANCHORS FOR M014S Wo w s , ASOVE 38' OMY SEE ELEV. FLUSH FRAMES FOR SPACKO n L . •. < &Vr.. WAD AHWb •N ' ' " a •. * o a • • . o ° a ° o. • : o .. \ ! FLA. PEE 70M CA.N. 3S3a RLorma Idiom mpbiRsvAth IW Dnte ' • CJd. IYPIANCHORS 071n DAA@ T.al nc . 4• , ' .g .. ' SEE ELEV. FOR SPACR40 q AN 1F F• LL3: drawing rro. W13-25 • ah�t 6 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING '• s n TYPICAL ANCHORS: ZC a FIN FRAMES: SEE mv. F'oR SPA= F I 18 SMS/W= SCREWS (OWE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES G O 0 EC 1-1/4' MIN. PENETRATION INTO WOOD R Oil 3/4' MIN. EDGE DISTANCE (ter DOyyO1 E4 O l p mEg 3 v4' MAX INTERIOR FRAME WOM ,a 1 EII WDA GAP S 3/4' MPI. Q Ila! n 1 a� C2 h 1 YW 111 N 1 11 � R D Ea Z 11 11 J 1 11 n O �M�y II �I 3 1j1 op l(��y]j p 11 1 W 1 1 OI 1cc 0 ' 1 11 • - , u ' Z m I 11 it n 3L o y� 1 H Ye E4 0 0 EXTERIOR o s u 1 11 TYPICAL ANCHORS 1 II NEW. FOR HEIGHTS 1 J 11 ® ABOVE 38' ONLY SEE ELEV. 11 1 n YS FOR SPACING a L5 a a 8 1 11 I Fg Y4 E4 m cma D m o n �g< gi x c� FM PE ?r $ Glfiroved a�cawDH9luRwtlA tjy \ a ewR.s BS aeo met _ drawing no. TYPICAL ANCKORSW13-25 FOR SPACING sheet 7 or 9 CODE PARE Na DESCRIPTION MATERIAL 1dANUp. ]iB1SA61S8 E1 CGf-1011 EQUAL LEG FRAME PVC OEC{TRONCK NORTH AMERICA UC. E2 C6I-1017 FLAME FRAME PVC OECfTJN04CK NORTH AMfiWCA ILC. E3 CGI -1022 FW FRAME PVC DECEUMNCK NORTH AMERICA ILC. Z # E4 �-1012 SASH � PVC DECEUMNCK NORTH AMERICA LLC. ES CGI -1008 IG GLAZING BEM PVC DECEtlNTNCK NORTH AMERIG LLC. EB CQ -1025 7/18• MONOLITHIC GLAZING BEAD _ PVC OECEUN04C4C NORTH AMERICA LLC. L7 C{0-804 FRAME REINFORCEMENT SOOSA-15 CCI EXTRUDER E8 CCI -805 SASH (�PTFORCEMEM (SMALL) 8009A -TS CGI F7ITRUOf7i a E9 _ CGI -866 SASH REOIPoRCpdtM (�+GE) BoosA-TS CQI EXTRUDER h j a M1 SCS 1200 QIAZ84G SILICONE (1/2' X 3/18' BEAD) SILICONE GENERAI. ELECTRIC — M2 DOW 995 GIAZPIG 50.1CONE (1/2' X 3j18• BEAD) SNCONE DOW CORNING 8` M3 DON 899 f8A204G SILICONE (1/2' X 3/16• BEND) 50.1CONE �! COIUd14G Ma 50.1000Alt OPERATOR TRUTH OPTIONAL {L �� tA5 11578.92 OPERATOR TRACK AND SLIDER ASSEIABLY TRUTH OPTIONAL M7 32658 GASKET TRUTH OPTIONAL � 13.17.00A14(015) HINGE � TRUTH [-j--� MA BPRP-2101-2�53(aBGSS) ALL HINGE RADISSON 1NDUSTI6ES 3i N 619 - SETTING BLo =K, 2 PER LITE EPDM - DUROMEfER 8515 M10 - MULTIPOINT LOCK SYSTEM TRUTH �— M/0A - ALT. MULTIPOINT lOfat SYSTEM RAOISSMI INDUSTRIES to m M13 72-139 FRAME SNUBBER Cd EXTRUDER M74 72-10040 SASH SNU86ER CGI EXTRUDER O� O MiS Ow5-s1m SASH SEAL StzItEGEt In Mil PROIECTO WRAP WATERPROOFING OR. EOIAN. AT FIN FRAME is 0 3NM -- � ~ 7 X 1/2• FIAT HEAD SMS - HINGE TRACK AS REQO. M S4 B 7 X 5J8' FIAT HEAD SMS - IR4QE SASH AMA _ AS READ. o O $ Z m � --- _ B 8 X 1• FLAT HEM S!5 - OPERATOR TRACK AS IMOD. ss B 8 X 1/2• PAN flEao SMS -KEEPER ^- 2PER KEEPER O sa S7 B 10-24 X 9/18' PAN HEAD 54LS - LOCK HANDLE 2 PER HANDLE 58 ^_ ®8 X 1-1/2• PAN HEAD sus -TIE BAR GUTDEs 2 PER GUIDE 0 S8 B B X tJY FLAT NEM SMS - SNUBBERS 2 PER SNUBBER WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME. CITY STATE AND 'MOCA'. o� m� 0 � 0 EtlWg^ Al.Y ACmLDPnroedm n dada N -0Dade4. JFL#,582 [Browing no. W13-25 sheet s of g FRAME V FLUSH FRAME FIN FRAME t.ta MJ © FRAME RENFOI l"J VENT .e0t 788 .SHO .070 1.180 © VENT REINFORCING .080 im .4d0 Q VENT REINFOWNG .758 .050 .888 .BZH i .498 GLAZING BEAD E9 GLAZNG BEAD (NSUL LAM. ERAME F FLVSI -)m H n n O 4 03" a zZG, n rig O -v M No: JAVM ONR, Apptoeulu�1 F � iose2 Plod" c� " W C HM Date §S / 87tM1 Dade Beodua $ � �i '•S s , Dy _ drawing no. W93-25 41 Florida Building Code Online Page 1 of 2 FaMWARMWEEWMEM Florida Depamnentof BCIS Home I Log In ; User Regtstration Hot Topics t Submit Surcharge i Stats & Facts I Publications 1 FK stall i BCIS Site Map i Links i Search Busines roOUSl ER:PublIcUser Product Approval Regulation P[oduct Approval Menu > Product or Application Search > Application List > AppllcaUon Detall FL # FL14850-R1 Application Type Revision Code Version 2010 Application Status Approved Comments 1994 Archived [] Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 1/1 Validation Checklist - Hardcopy Received Certificate of Independence FL14850 R1 COI EvalRep CWS -641A (SD -8750. IMPACT),gdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A-440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By t http://floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGh... 6/24/2014 -t' Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 Page 2 of 2 5111111TIMarY of Products FL # Model, Number or Name Description 14850.1 SD -8750, Impact. SD -8750 French Door w/ SD -8710 Sidelights, Impac. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Installation Instructions FL14850 RS II CWS -641A (SD -8750. IMPACT).odf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R1 AE DuPont PVB NOA 11-0624 01.Ddf FL14850 R1 AE DuPont SGP NOA 11-0624 02.pddf FL14850 RI AE EvalRep CWS -641A (SD -8750. IMPACT),Ddf FL14850 RI AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes Basic1 Nest Contact lis :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Stabement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please didc here . Product Approval Accepts: W2 RON FIR 12 Gredf ArF E http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGh... 6/24/2014 40" MAX SINGLE DOOR WIDTH 37 5/8" 26 5/8" PANEL WIDTH GLASS DLO A 8 1/2" UNIT I 2(" 95 3/16" PANEL I B HEIGHT 84 3/16" SEE GLASS NOTE 4 ��r= II81/2" A SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81" TO 97" UNIT HEIGHT. 79" MAX FRENCH DOOR WIDTH f 37 5/8" PANEL WIDTH 26 5/8" GLASS DLO C 97" A UNIT - HEIG 95 3/16 PANEL" D HEIGHT FLUSH �.N BOLT INACTIVE SEE PaNEI 84 3/16" NOTE 4 GLASS DL 1 33 5/8" SIDELITE 97" UNI HEI DESIGN PRESSURE RATING t70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1-3 ANCHOR DETAIL & NOTES.................4 GLAZING DETAIL..................................5 Um"A.T-.P.E. SECTION VIEWS..................................6-8 BOM......................................................9 EXTRUSIONS......................................10 INSTALLATION DETAILS .................... 11-14 C FRENCH DOOR IAX 4T 3/16" MAX UNIT WIDTH 22 5/8" GLASS DLO E SIDELITE 2011-12-07 09:36-05:00 z `� PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) W/SIDELITE(S), SIDELITE NON ATTACHED 4. LOCK OPTIONS: "UPTO 6'8": A.DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36') B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34") C.MULTIPOINT(4PTXHANDLE SET @341. ABOVE 58": A.MULTIPOINT(5PT)(HANDLE SET @ 34"). 5. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS ARE PROCESSED AND TIERODDED TOGETHER 9. REFERENCE TEST REPORTS: NCTL 2103761-1,1A, 1B, 1C, 2,2A 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD -8700, FD -8750, SLT-8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION'X AND'O' STAND FOR THE FOLLOWING: X=OPERABLE DOOR, 0= FIXED PANEL A. TURNER. FL P.E. 58201 1 A I UPDATED PER 2010 FBC 11/14/20111 Vditioc)w SYSTCM. I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE GENERAL NOTES & ELEVATIONS - IMPACT SERIES: 8700-8750 BY' ADE ATE: 12/5/2011 MODEL PVC SWING DOOR' o' NO -,CWS -641 V. LETTER: A ` 1 OF 14 36 3116" MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 97" MAX MAX UNIT HEIGHT -151 3/8" MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH 37 5/8" MAX PANEL WIDTH1 f DW, 953/16 PANEL HEIGH 84 3/16" DOOR PAN L HEAD 36 3/16" MAX SIDELITE WIDTH 1153/16' MAX UNIT WIDTH- 79" MAX FRENCH DOOR WIDTH 33 5/8" 37 5/8" PANEL WIDTH DOOR WIDTH 97" MAX H 94 5/8" D UNIT O X 12 HEIGHT X O " X S ELI IDELffE SIDELITE PANEL HEIGHT HEIGHT FLUSH 83 5/8" HEIGHT BOLT SIDELITE INAC 843/16" FLUSH SEE PANEL DOOR PANE DLO NOTE4 GLASS DLO jSHT1 j 0 BOLT G 22 518" C GLASS DLO 12 83 518" SIDELITE W/ FRENCH DOOR ON SIDELITE SEE INACTM PANEL GLASS NOTE 4 DLO SHT 1 \ 22 5/8" 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR W/ SIDELITES 78 3/16" MAX UNIT WIDTH 38 3/18" MAX 40" MAX SIDELITE WIDTH SINGLE DOOR WIDTH 33 5/8" 375/8 PANEL WIDTH DOOR WIDTH 97" MAX F B UNIT 13 11 HEIGHT 94 518" X 95 3/18" SIDELITE PANEL HEIGHT HEIGHT 83 5/8" DW, 953/16 PANEL HEIGH 84 3/16" DOOR PAN L HEAD 36 3/16" MAX SIDELITE WIDTH 1153/16' MAX UNIT WIDTH- 79" MAX FRENCH DOOR WIDTH 33 5/8" 37 5/8" PANEL WIDTH DOOR WIDTH 97" MAX H D UNIT 14 12 HEIGHT O " X S ELI IDELffE PANEL HEIGHT HEIGHT FLUSH 83 5/8" BOLT SIDELITE INAC 843/16" GLASS SEE PANEL DOOR PANE DLO NOTE4 GLASS DLO jSHT1 j 0 G 22 518" C GLASS DLO 12 14 SIDELITE W/ FRENCH DOOR SIDELITE EE 84 3/16" LL FRAMES ARE GLASS DOOR PANEL DLO / OTE GLASS DLO ECHANICALLY FASTENED E q xz 13 22518" 11 265/8" PROPRIETARYAND CONFIDENTIAL12/07/11 GLASS DLO GLASS DLO THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE SIDELITE W/ SINGLE DOOR WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. DESIGN PRESSURE RATING I ±70 40" MAX 151 318" MAX UNIT WIDTH 36 3/16" MAX 79" MAX FRENCH DOOR WIDTH 79" MAX FRENCH DOOR WIDTH SINGLE DOOR WIDTH 36 3/16" MAX 33 5/8" 37 5/8" 37 5/8" 37 5/8" PANEL WIDTH PANEL WIDTH j I t 26 5/8" 26 518' 26 5/8" 78 5/8" GLASS DLA UNIT SIDELITE GLASS DLA IGLASS DLO AAX HEIGHT 8 1/2" O 81" INR FLUSH MAX TIGHT BOLT UNIT FLUSH 215/16" FLUSH HEIGHT POO 78 518" BOLT 79 3/16" BOLT SI[ O DOOR X 81" 793/16 H � X PANEL X X MAX DOOR p HEIGHT UNIT PANEL 68 3/16" 68 3/16" 67518' HEIGHT HEIGHT DOOR DOOR PANEL SIDELITE 68 3116" SEE SEE GLASS DLO DLO SEE DOOR PANE NOTE 4, NOTE 4, / GLASS DLO SHT 1 J ( SHT 1 1 1 8 1/2" 1 I 22 5/8" 26 5/8- SINGLE DOOR FRENCH DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS AND A MAX OF 21 5/16" ON CENTER FOR UPTO 81" UNIT HEIGHT. 61 t L -IT 151 318" MAX UNIT WIDTH 36 3/16" MAX 79" MAX FRENCH DOOR WIDTH SINGLE DOOR WIDTH 36 3/16" MAX 33 5/8" SIDELITE WIDTH 37 5/8" 33 5/8' ANEL WIDTH PANEL WIDTH j I t 81" MAX 78 5/8" UNIT SIDELITE AAX HEIGHT O INR FLUSH TIGHT BOLT POO 78 518" SI[ O X X Q H � HEIGHT 68 3/16" 67518' DOOR PANEI. SIDELITE SEE GLASS DLO GLASS NOTE 4, DLO / ( SHT1 1 1 22 5/8" 26 5/8- 61 t L -IT 67 5/8" SIDELITE GLASS DLO SIDELITE 112 3/8" MAX UNIT WIDTH 36 3/16" MAX40" MAX SIDELITE WIDTH 33 5/8" 37 5/8" SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH 81" MAX UNIT FLUSH HEIGHT BOLT 97 3/16" 78 5/8' DOOR SIDELITE O X O PANEL HEIGHT HEIGHT LG 68 3116" SEE DOOR PANEL SOTE 4 GLASS DLO 1 225 26 518" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE GLA -5b DLU GLASS DLO FRENCH DOOR W/SIDELITES z� DESIGN PRESSURE RATING PROPRIETARYANDCOPFIDENTWL 12/07/11 DESIGN PRESSIL!RffRAWW� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ±70o WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE // WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 36 3/16" MAX SINGLE DOOR WIDTH 33 5/8" IDELffE WID 22 5/8' LASS DL j 81" MAX 78 5/8" UNIT SIDELITE HEIGHT HEIGHT O 67 5/8" SIDELITE GLASS DLO SIDELITE 112 3/8" MAX UNIT WIDTH 36 3/16" MAX40" MAX SIDELITE WIDTH 33 5/8" 37 5/8" SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH 81" MAX UNIT FLUSH HEIGHT BOLT 97 3/16" 78 5/8' DOOR SIDELITE O X O PANEL HEIGHT HEIGHT LG 68 3116" SEE DOOR PANEL SOTE 4 GLASS DLO 1 225 26 518" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE GLA -5b DLU GLASS DLO FRENCH DOOR W/SIDELITES z� DESIGN PRESSURE RATING PROPRIETARYANDCOPFIDENTWL 12/07/11 DESIGN PRESSIL!RffRAWW� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ±70o WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE // WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. MIDSPAN 4° 4" 2" 4' 6' MAX 4" 6' MAX 17" MAX T O.C. (TYP) SIDELITE DOOR SIDELITE EXTRA ANCHORS 4" q" SEE NOTE 92 REQUIRED IN WOOD 2" 2. INSTALLATIONS. 4" 4" 2" 2' 6" MAX �4" 6" MAX- FF 17' MAX 0.C3(fYP) SEE NOTE #2 6" MAX —F-MIDSPAN FMIDSPAN 6" MAX — r-8 1/2" DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. i i 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. tl F 1 tl 4.1/4" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL i 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3!8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION SIDELITE DOOR SIDELITE EXTRA ANCHORS 4" q" SEE NOTE 92 REQUIRED IN WOOD 2" 2. INSTALLATIONS. 4" 4" 2" 2' 6" MAX �4" 6" MAX- FF 17' MAX 0.C3(fYP) SEE NOTE #2 6" MAX —F-MIDSPAN FMIDSPAN 6" MAX — r-8 1/2" 2 13/16" ANCHOR; THRU HINGE 12-L MAX NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. tl F 1 tl 4.1/4" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3!8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 3/16" DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1118" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13/16" SHALL BE ACHIEVED. 7. ALLINSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 2 13/16" ANCHOR; THRU HINGE 12-L MAX NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.1/4" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3!8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 3/16" DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1118" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13/16" SHALL BE ACHIEVED. 7. ALLINSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 11!14/2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8 INGAPACMES FOR PRODUCTS ON T� ATE MATERIAL WITH THE FOLLOWING PROPERTIES: ARE NE -�� PNc E W;;; OR GREATEED MUM SPECIFIC GRAVITY OF G=0.55 (SORUTHERN PEIN A W 00 D� MINANCHOR B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). �`J�: z �; No 58201 'V % 1900 SW 44TH AVE. ? * * : OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Az p : * 0[ E TITLE: ANCHOR SCHEDULE & NOTES - NON IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE -9 % STATE OF ":- + 4r SERIES: WN BY: DATE WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: 12/07/11 p C �„��.;�� P,: Z. 8700 87F�0 ADE 12/5/2011 FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), PROPRETARYAND CONFIDENTIAL TI -E INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ©R I ISS»' G't� MODEL, ALE NO.:CWS-641 FMA/WDMA 250 BOX WINDOWS, FMA/AAMAIWDMA 300EXTERIOR DOORS. ( ) 300() INC. ANY A WHOLE WITHOUT THE,'•Wei IN PART OINC. SON NA �`, PVC SWING DOOR OMOWMDODUCTIW SYSTEMSON WRITTEN ERMISSIWINDOW OF CUSTIS PROMBRID. � . LETTER: A HEET: 4 OF 14 V OVERALL 3/16" TEMPERED 5/16" AIRSPACE i/2" LAMI 3/18" ANNEALED GLASS 105 DUPONT PVB INTERLAYER 3116" ANNEALED GLASS FULL SIZE GLASS TYPE A >FLEX 552 or DURFECT GLAZE" BITE V OVERALL 3/16" TEMPERED 3/8" AIRSPACE I/16" LAMI 1/16" ANNEALED GLASS 080 SENTRY GLASS IONOPLAST INTERLAYER W16" ANNEALED GLASS SIKAFLEX 552 or EL - PURFECT GLAZE "H" BITE FULL SIZE GLASS TYPE B PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. RF016;Fr) GLASS TYPE WIDTH HEIGHT MAX SIDELITE MAX SINGLE MAX FRENCIl 81" MAX TYPEA TYPEA TYPEA 87"MAX TYPEB TYPEB TYPEB SECTION VIEW A -A ALTERNATE1 MORTISE LOCK W/ FLUSH BOLT ITEMS NOT SHOWNFOR CLARITY: 10-12,13,15-17,22,43,48,54,57,58 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,15,16,25-28,30-34,36-40,43,52,53,60,62,65,66,72,76 PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INTERIOR SECTION VIEW B -B LUCAS A. TURNER. FL P.E. 58201 ALTERNATE 2 MULTIPOINT LOCK UPDATED PER 2010 FBC 1 11114/20111 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: SECTION VIEW- SINGLE DOOR :FRIES: 8700-8750 RAwN BY: ADE FAE. 12/5/2011 AODEL:PVC SWING DOOR SCALE: NTS NO.:CWS-641. LETTER`AT. 6 OF 14 INTERIOR SECTION VIEW C -C SECTION VIEW D -D zz PRCPRIETARYAND CO*IDENTNL 1207/11 THE INFORMATION CONTAINED IN THS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,26-28,36-38,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,8,15,16,25,40,42,45,46,48,52,53,58,60,74,76 58201 INTPRinR SECTION VIEW E -E ER SECTION VIEW F-FT SEALANT APPLIED TO 15 ADJOINING FACES BYINSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1-3,6,7,8-15,17,18,20,21,23,24,26,27,30-38,41,44 48,4852,5y4-58, 58-61,63-71,74,-76 `Z PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMBITED. SEALANT APPLIED TO ADJOINING FACES BYINSTALLER LUCAS A. TURNER. FL P.E. 56201 #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX ON CENTER. #10-24 x 1-314" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) ITEM PIN DESCRIPTION MAT'L VENDOR 1 14-1833 MAN FRAME, HEAD ALUM KEYMARK 2 H 1857 ASTRAGAL, INACTIVE, FD, PVC ALUM KEYMARK 3 H 1858 ASTRAGAL, ACTIVE, FD, PJC ALUM KEYMA 4 H-1860 REINFORCEMENT, VERT. ALUM KEYMARK 5 K1861 REINFORCEMENT, HORIZ. ALUM KEYMARK 6 K1878 MAN FRAME, SILL ALUM KEYMARK -ARK 7 14-1880 MANFRAMI; JAMB ALUM KE 8 K1881 MAINFRAME, SIDELITE@ DOOR ALUM KEYMARK 9 14-1900 MAINFRAME, SIDELITE@ JAMB, HEAD, SILL ALUM KEYMARK 10 83039 SETTING BLOCK 1/8 —X1 X 2 1 P-5151 IGASKET, SIDELITE FRA 0 11 54 TRUSEAL SIKAFLEX 552 or HENKEL PURFECT GLAZE "H' FASTENAL 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP TEAM FASTENAL 13 P-3511 SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT 57 FASTENAL 14 83587 SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, 0459U,—LOCK FASTENAL 15 P-3767 SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE ALUM FASTENAL 16 P-4146 SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM KEYMARK FA L 17 P4278 FUZZY PAD, .200" x 1.250" WYADHESIVE 62 ULTRAFAB 18 P4522 #10 x 1 1/4", PHFLAT, SMS - HNGE @ PANEL S-1817 DRPCAP FASTENAL 19 P-4774 WSTP, BULB/LEAFS, PANEL ALUM AMESBURY 20 P-4790 FLUSH BOLT, TOPIBTM —'--§U--L[—VAN 66 21 P-4794 9CREW#8 x 5/8" SQ.FLAT TEK @ NSERTATTA CH 67 FASTENAL 22 P-4802 ALL THREADED ROD (TIE ROD) 5-1865 INSERT, BACK, BTM ATTACH SILL McMASTEI2 23 P-4807 FUNGI, GUIDE ALUM HOPPE 24 P4808/4909 FUNGI, SET, LEFT or RIGHT ALUM HOPPE 25 P-4814 WSTP, .50 750 FOLDED BULB SEAL, @ sumum MIKRON AMESBURY 26 P-4863 LOCK STRIKE PLATE 73 PADDOCK 27 P 4864 RHINO STRIKE PLATE H71888 RENFORCEVE T, VERT., SINGLE DOOR PADDOCK 28 P-4866 UDE, TE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT, TOP PADDOCK 31 P-4886 SHOOT BOLT, BOTTOM PADDOCK 32 P-4851 OCKBAR INACTIVE, 8 FT PADDOCK 32 P-4884 LOCKBAR MULTI -PONT, 5PT, 8 FT RADDOCR- 32 P-4901 LOCKBAR MULTI -POINT, 4PT, 68 FT PADDOCK 32 P-4902 LOCKBAR INACTIVE, 6'8 FT PADDOCK 33 P-4903 HANDLE SET, ACTIVE PADDOCK 34 P-4905 HANDLESEr, INACTIVE PADDOCK 35 P-4913 V&M, .50X.50 FOLDED BULB SEAL, @ DOOR SCHELGEL 36 P-4917 CAP, ASTRAGAL, OUTSIDE NYLON M&M 37 P-4918 GUIDE, FLUSH BOLT, NACTIVEPNL M&M 38 P-4922 COVER INTERIOR FLUSH BOLT NYLON M&M 39 P-4925 CAP, ASTRAGAL, INSIDE NYLON M&M 40 P-4926 SHIA SIDELITE, DOOR SHIPPING BLOCK NYLON M&M ALTERNATE APPROVED LOCKSETS: AMEX GRADE 2 LOCKSET AND DEADBOLT. ITEM PIN DESCRIPTION MAT'L VENDOR 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 42 P4930 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITEATTA FASTENAL 43 P4933 NUr, 3/8"-16 FLANGED W/ SERRATED LP, SS, @ PAfa MorWVA 44 P-4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 P4936 DOORKNOB, ACTIVE PANEL DE ANY 46 P4937 DEADBOLT, ACTIVE PANEL * DELANY 47 P4969 SCREW, 10 2" r0T. ATTACH 1 FASTENAL 48 P4997 STRKF- DEADBOLT PADDOCK 49 P-5127 SCREW, #12 X 2", PH PAN, SMS, ANCHOR FASTENAL 50 85130 GASKET; DOOR SILL, FRONT FOAM HO PRODUCTS 51 P-5131 GASKET, DOOR SLL, BACK FOAM HO PRODUCTS 52 1 P-5134 ISCREIN, #10 X 1-3/4" FLAT SQUARE TYPE F @ HINGE FASTENAL 53 1 P-5151 IGASKET, SIDELITE FOAM HO PRODUCTS 54 P-5157 SCREW #10-24 x 1/2", R Undercut PH, 18 -BSS @ KEEPER FASTENAL 55 P-5158 BOTTOM SEAL RUBBER TEAM 56 P-5172 WSTP, .370 X.187, TRI FN, BLACK ULTRAFAB 57 P-5174 SCREW #8 X 3/4 HEXWASHER HEAD, @ FRAME FAS L 58 P-5186 SCREW #8-32 x 1-1/4" PH FL MS, SS @ PLUNGER SS FASTENAL 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 61 9-1806 COVER JAMB, ANCHOR AL KEYMARK 62 S-1816 COVER, JA S, HEADS L, SIDELITE ALUM KEYMARK 63 S-1817 DRPCAP ALUM KEYMARK 64 5-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 65 9 1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 68 5-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK 69 9:1915 BASE, SWEEP ALUM KEYMARK 70 51916 TRIP COVBR, SWEEP ALUM KEYMARK 71 S-6083 PANEL, TOP/BTM RAIL, SIDES- DOOR PVC MIKRON 72 S-6083 PANEL, TOP TM RAL, SIDES - SIDELITE PVC ON 73 S-6084 GLAZING BEAD (1") PVC MIKRO 74 H71888 RENFORCEVE T, VERT., SINGLE DOOR ALUM KEYMARK 75 GLASS SEE PAGE 5 76 I -1862 OIC , VERT. ALUM KEYMARK 77 P4887 MORTISE LOCK PADDOCK z� PROPR IETARYANDCONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UPDATED PER 2010 FBC 1 11/14/2011 =1 VdtNDJW SYSHP/,S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 nTLE: BOM - IMPACT WRIES:870D-8750 wN BY: ADE 12/5/2011 AODEL PVC SWING DOOR BOAI.E: NTS G. NO.: CWS -641 LETTER: A FET: 9 OF 14 4 9/16" - .078 078 C 17/16" DOOR HEAD -1833 1 3/8" 1 5E 63 DRIP CAP -1817 SIDELITE COVER -1816 2 1 15/16" 608 4 9/16" 69 1116" 60 380 .082 3/4' 13/4. FILLER -1784T 1 1/16' REINFORCEMENT -1857 BASE SWEE -1915 118" 1 1/8" 6 --1 DOOR SILL -1878 8 PVC DOOR PANEL -6083 2 5/8" 1/8" i - 87 INSERT, IN ACTIVE PNL -1849 " 1 rE1 9/16" 4 I 1118" 13/16" 11 1/ 6" 1/16" 4 9/16" --�{ 5 4 5/18' INSERT, BACK -1865 078 INSERT, FRONT -1864 .616 ED Lim - 1/16'2.938 3 1.01177 3 UL PVC GLAZING BEAD - 6084 7 DOOR JAMB -1880 REINFORCEMENT -1861 REINFORCEMENT -1858 1 1/2"1 64 9/116" 4 9/16" r 1.470 2 437 76 HEAD COVER - 1840 T .078 Ll ED 4 59 .070 --LI80 1/16" 0 3/4" 2 1/2" 1/16" 2.938 1/16" THRESHOLD -1783 13/1 REINFORCEMENT -1882 DRIP COVER -1916 SIDELITE-1881 NOTE: ALL EXTRUSIONS ARE 6061-T6 ALUMINUM REINFORCEMENT -1860 61 6" FRAME COVER �3"� 080 2" 66 050 ASTRAGAL COVER -1859 FRAME COVER -1806 PROPRIETARYAND CO*lDENTYIL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR [C] 21/2" MIN EDGE DIST. [C] oP o p �'os spo e oPoP c Do 0 o D a' D e cp aP•p oP o < EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER r7 PERIMETER SEALANT BYINSTALLER INTERIOR SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE) BY OTHERS �1 1/4" MIN. EMBEDMENT [Cl 1L4" MAX. SHIM [e] 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR.[C] — CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETFJMASONRY BY OTHERS CONTINUOUS DOUBLE 3/16" BEADS OF E AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. Io DDoDo jif� 1 1/4" MIN. 7 21/2_" MIN. EMBEDMENT [C] 4� EDGE DIST. [C] 12/07/11 PROPRIETARYAND CODFIDENTNL �AIVERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 11-4' MAX SHIM [B] PERIMETER SEALANT -J BYINSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS. [A] 1 1/4" MIN. EMBEDMENT [C] 4' 4e a o INSTALLATION ANCHOR, o. 1/4" MASONRY ANCHOR. [C] a' a' INSTALLATION ANCHOR, o' e' 3/16" FLAT MASONRY ANCHOR THROUGHHINGE. [E] ea 2 112" MIN EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] 8 HORIZONTAL SECTION FRAME (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHIT 4 [E) SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, L" MIN. #12 WOOD ANCHOR. ID] EDGE DIST. ID] 4V EXTERIOR FINISH 4' BY OTHERS QPQ° 13/8" MIN. EMB+DMENT'[D] 1318" MIN. + EMBEDMENT [D] 2 BY WOOD BUCK 1/4= MAX SHIM [B] 1/4" MAX SHIM [B] BY OTHERS. [Aj PERIMETER SEALANT BYINSTALLER O 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [Al EDGE DIST. [D] CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY INSTALLER. INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 a WOOD SCREW. [E] INTERIOR INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY PERIMETER SEALANT BY OTHERS BYINSTALLER 4 q I�DI�•D� 5 DSC p D 5 1 1/4" MIN. I� 2112 -MIN. EMBEDMENT [C] Z EDGE DIST. [C] %CI VERTICAL SECTION PR�RIETSD AWINGISND HE SOL 1OFCUS 1 FRAME (WOOD) WINDO W SYSSTEM S, CONTAINED NNc AAtYR IEPRoaucnON IIN PAART THE R AS A WHHo�Wmi� THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. a °-b o,�POoy 131$"_ MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: (A] SEE NOTE 10, SHT 1 QHORIZONTAL SECTION I6) SEE NOTE 2&3, SHT 4 FRAME (WOOD) (C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 55201 INSTALLATION ANCHOR, - 1/4" MASONRY ANCHOR [C] 2 112" MIN EDGE DIST. [C] P Pp o; p ��o V �'po• V u oD oD, p�'oD opv < EXTERIOR FINISH—R, BY OTHERS PERIMETER SEALANT BYINSTALLER 721 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1114" MIN. EMBEDMENT [C] CONCRETE/MASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 1/47 MAX. SHIM [B] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INTERIOR CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. C,. 1/4" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] 1 1/4" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, a' a-1/4" MASONRY ANCHOR. [C] a' a' a' 0 0 21/2" MIN e .ee EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS F VERTICAL SECTION_ FRAME(MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 20, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E]SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PERIMETER SEALANT CONCRETE/MASONRY BY INSTALLER BY OTHERS Fl IDo 0 o D'Oc Da .D o 'D Oo D D D D D D D 1 114"- MIN. C �► 2112"_ MIN. EMBEDMENT [C] EDGE DIST. [CJ PROPRIETARYAND CONFIDENTIAL 12/07/11 E VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. C,. 1/4" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] 1 1/4" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, a' a-1/4" MASONRY ANCHOR. [C] a' a' a' 0 0 21/2" MIN e .ee EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS F VERTICAL SECTION_ FRAME(MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 20, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E]SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, 1" MIN. [D] #12 WOOD ANCHOR [D] EDGE DIST. oa,�o EXTERIOR FINISHqXM 1 3/8" MIN. BY OTHERS. "o. EMBEDMENT [D] 7 1L4" MAX. SHIM [B] PERIMETER SEALANT [ BYINSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. PERIMETER SEALANT BYINSTALLER INTERIOR CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] to p�ppo'Vpc> p pc•pce Doe np p 'p p 'D •p if p 2,/2" MIN. EDGE DIST. [C] VERTICAL SECTION FRAME(WOOD) 1/K MAX SHIM [B] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY BY OTHERS -1144"" MIN. EMBEDMENT [C] 70� PRCPRIETARYAND CONFIDENTIAL 12f//07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PERIMETER SEALANT BYINSTALLER v 13/8" MIN. EMBEDMENT[D] 1" MIN. EDGE DIST. [D] INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 2 BY WOOD BUCK BY OTHERS. [A] 17EXTERIOR FINISH BY OTHERS REFERENCE NOTES: VERTICAL SECTION [A] SEE NOTE 10, SHT 1 FRAME (WOOD) [B] SEE NOTE 283, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 r, .;. ...__�. r .. �f " k T b ery �� 1 � � .. a�+�'h .'�`. i ;, m ig NEW a ai 4 %1*- EU AlCORO® CERTIFICATE OF LIABILITY INSURANCE DAT077/01/01/22014014/1x) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. 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