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WS-15-2374 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243700 Permit Number: WS-9-15-2374 Scheduled Inspection Date: December 17,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BARBARA BONDRA, RANDALL KING Work Classification: Window/Door Replacement Job Address:10634 NE 10 Place Miami Shores, FL 33138-2104 Phone Number Parcel Number 1122320280850 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING(12) IMPACT WINDOWS,(2) IMPACT Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 16,2015 For Inspections please call: (305)762-4949 Page 14 of 39 t Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "As-Built Certificate" Dec. 8,2015 Building Official Building&Zoning Dept. City of Miami Shores Miami Shores,Fla. Re: 10634 NE 10t`PI Miami Shores,Fla. Dear Building Official, In reference to the 12-windows that was installed,the windows were observed to be installed w/ 2by p.t wd bucks and attached to the concrete walls with '/2"dia. tapcon screws x 4"long with min. 2 '/z"embedment& spaced at 6"from corners and elsewhere max. 12"o.c. The 2 doors that were installed were also observed to be installed w/2by pt. wd bucks and attached to concrete walls w/%2"dia.tapcon screws x 4"long with min. 21/2"embedment @ 6"from corners&max. 12"oc. elsewhere. The methodology used was to observe the wood bucks prior during the installation of the door and window frames. In conclusion,the window and door installations were done to FBC and as per the approved N.O.A. specifications. Sincerely, h ��e I/*' Charles C. Mitchell,P.E. a a F-77 7- (_/1\ Miami Shores Village SEP 17 2015 Building Department i YA 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S vF1BC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ft3/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: IOC- 34 NC 16{H Y I A Ge, City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: • 12.32 —022- 02SD Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: ,Construction Type: J� Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �1/�AbAAA 130 Phone# 7l7 9� 63 Address: /h 4 OIC /®�'A f L City: �4 f 4,44 A Sk,9R S State: Zip: '33/-38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: gAme-� /l��f�l��-� hone#: rl� -6svv Address: /0'8 /V 0 Z ASV / IE� / �F AD 3 / City: /`7 / 4AA f / S �State: � Zip: 3:/3�172— Qualifier Name: �o r!\01el4ln � 7�A'I G[�L, 2� Phone#: 44 4/0 7 State Certification or Registration#. C. 6 C f SI'J a-7Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ C2 '1000, 00 Square/Linear Footage of Work: 2-80 !SQ �7—v Type of Work: El Addition O-Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Rem ctc-yy\A 111 ) km p lA Gt W i r\Q GW 5 9-) 1 rA RAC, COP-5 Specify color of color thru tile: Submittal Fee$ Permit Fee$ 9•�'4© • 0) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$��• q 0 (Revised02/24/2014) w Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 on 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. evz�-- SignaturSignature OWNER orAG CONTRACTOR The foregoing instrument was ac nowledged before me this The foregoing instrument was acknowledged before me this day of SE.Q 20_ / by 0-11 �d day of '20 /6 by AMbptftf om AA,who is personally known to o is personally known to me or who has produced J—f CE�i✓ge— as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: /�I Print: 4 Print: /V Seal: ., NATHALIE DIAZ MATH"P77 NoWy PWft-State of Florida Seal: Nell►PIS,f • C IFF 2 Commiaatoo# My Comm.Egft MY 1E. p*."4 = MyComm.Expire•` APPROVED BY ' Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2014) - C Barbara Bondra O CD O Fiberglass-HL , 10634 NE 10 Place FL4334.1cip CGI-Sentiel Doors36 x 80 Miami Shores, FI 33138 14-1015.04 r; 72 x 80 O TM-PW TM-PW lvE FU 5920.1 FU 5920.1 - -A CGI-SH 72 x 80 72 x 80 15-0512.10 0 $ (2) 27 x 63 CGI-SH -� CGI-PW 15-0512.10 15-0413.03 53 x 39 � O Egress g 57 x 63 H10 Mull: 14-1103.09 CGI-SH OCGI-SH Total Opening 111 x 63 15-0512.1 11 GI-CM-HL 15-0512.10 53 x 39.4.. . 14-0506.01 37 x 51 • . • •• ••••'• 37X51 ••••.• •• •.• ••••i• Bedroom .... ;••••; • :*Goes 00 Egress • Bedroom •••••� ••: ••••;• ...... GI-CM-HL t---------------0----'R----::••• 14-0506.01 : • • • ;....; 37x51 Bedroom .• •• •: • ' � 2 Entry Door, CGI:Twin SH N/A . CGI-SH 11&�05h2•10 15-0512.1 x (R15-0512.10CGI-SH Egress 37 x 51 ® 131E Mull: 4-110� P (2) 27 x 63 17��T A CGI-PW 15-0413.03 CGI-SH 015-0512.10 ___ 57x63 53x51 Mull: 14-1103.09 r i �_inNCF WITH ALL FEDERALMull: Opening 111 x 63 -Y R!11 FS AND RFnULATInNS WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT- American Storm Protection ADDRESS: 10634 NE 10 Place PROJECT: Barbara Bondra Miami Shores, FI 33138 city State ZIP EXPOSURE "D " I WIND VELOCITY = 175 MPH ROOF SLOPE > 10 Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Tributary Area(Sq.Ft) (ft) 10 15 2D 2S 30 35 40 45"r 50 ft 10 15 20 2S 30 35 40 45 50 + 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43:8 43.5 + 48.6 47.3 46.4 45.7 45.1 44;6 44.2 43.8 43.5 52.7 51.4 50.5 49.8 49.2 48.8' 48.3 48.0 47.6 - 65.1 62.5 60.7 '59.3 58.1 S7.2 56.3 55.6 54.9 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 '44.7 "A + 49.5 48.2 47.3 46.6 46.0 45.5' 45.1 44.7 44.4 17 - ---- -- - -- �_ _, ---- 17 -- _ 53.7 52 4 51.5 5Q8' 50.2 49.7 49.3 48[9 48.6 66.3 63.7 61.9 60.4 59.3 58 3 57.4 ,56.6 56.0 " + 51.0 49:6 48 7 47.9' 47.3 46.8 46.4 46:0 45.6 + 51.0 49.6 48_.7_ 47.9 47.3 46.8 46.4 46.0 45.6 V4 2020 A 55.3 53.9 53.0 S2 2 516 511' 50.7 '503 49.9 A 68.2 65.5 63.6 62.2 61.0 59.9 59.0 58.3 57.6 . + 519 50.S 49.6 48 8 48.2 47 7; 47.2 46.8 46.5 0 _+ 51.9 50.5 49.6 4&8: 48 2 47 7 47.2 46.8 46.5 o a. _ - C 22 __ ._ m 56.3 54.9 S4.0 53.2 52.6 52.1' 51.6 51.2 50.9 - 69.5 66.8 64.8 63.3 62.1 1 61 0 60.1 59.3 58.6 25 w + 53.3 51.9 50.9 50.1 49.5 149.,0 48.5 ,48.1 47.7 w 2' + 53.3 51.9 50.9 S0:1 49.5 49.0 48.5 '48.1 47.7 57.8 56.4 55.4 54.7. 54.0 53.5 53.0 52.6 52.3 71.4 68.6 66.6 65.0 63.8 617 61.8 61.0 60.2 i. 28 + 54.3 52.8 5L8 510 50.4 49.8: 49,4 49.0' 48.6 26 + 54.3 1 S2,81 51.8 -SLO 50.4 49.8 49.4 49.0 48.6 - 58.9 57.4 56.4 55.6 55.0 S4.4 54.0 '53.6 53.2 LA 72.7 69.8 67.8 66.2 64.9 68.8 62.9 62.0 61.3 30 + 54.7 53.3 52.3 SLS 50.8 $0.3 49.8 49.4` 49.0 w 30 + 54.7 53.3 52.3 5L5 50.8 50.3 49.8 49.4 49.0 - 59.4 57.9 56.9 56.1 55.5 SC9 54.4 54.0 53.6 ` - 73.3 70.4 68.3 66.8 65.5 64.4 63.4 62.6 61.8 y + 56.1 54.7 53.6 52.8 511 51.6 51.1 50.7 S0.3 rA 35 + 56.1 54.7 53.6 52.8 52.1 SL6' 51.1 50.7 50.3 -1 60.9 59.4 58.4 57.6 56.9 S6.31 55.8 55.4 55.0 ` - 75.2 72.2 70.1 6&5 67.2 1 66.0' 65.1 .64.2 63.4 O. + 37.6r57.4 55.0 54.1 53.5 52.9 52.4 51.9 51.5 9L + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 SL5 W -40 62.4 59.8 59.0 58.3 57.8 57.3 .56.8 56.4 a - 77.1 74.0' 71.9 70.2 68.9 67.7 66.7 65.8 65.0 p + 59.0 56.3 5S.5 54.8 54.2 53 7 S32 52.8p + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 45 __ -- N45 64.0 6L3 60.5 59.8 59.2 58.7 5$:2 57.8 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4 66.6 + 59.9 57.2 S6 4 55.6 55.0 54.5 54.1 53.7 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 S4.1 53.7 SO ----- --- _ -,.. - - - - -- SO - - --- _... - - - - 65.0 63.4 62.3 61.4 60.7 SDA 59.6 r59:1 58.7 - 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68.5 67.7 + 60.9 59.3' 58.1 57.2 56.5 5S.9' 55.4 54.9 54.5 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 '54.9 .5 55 - - --- .--- -- - - -- - 55 -- -- -- -� -- --- _54 - - 66.0 64.4 63.3 624 61.7 6L1 60.5 60.1' 59.7 - 81.5 78.3 76.0 74.3 72.8 1 1L+6` 70.5 69.6 68.8 + 618 60 2 59.0 5&1 57.4 56.8 56 2 55,8 55.3 + 61.8 60.2 59.0 5&1 57.4 56.8 56.2 55.8 55.3 60 __. .. -- . . _._.-..., .w . ,., f0 67.0 65 4- 64.3 63.4 62.6 62 0< 51.5 61.0 60.6 - 82.8 79.5 77.2 .75.4 73.9 717 71.6 70.7 69.8 GENERAL NOTES FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 40 2. ROOF ELEVATION "H", IS DETERMINED ZONE 50 BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. I ~ H \~'•�• 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D�� ROOF HEAIGHT AND APPLY TO ALL FLOORS. J 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D'�/ " SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. •• ••• • • • • • •• 7. NO PORTION OF THIS DOCUMENT MAH BE USO bR•R;PF�D CSD N ANY MANNER, EXCEPT FOR THE PORTION OF ASOE•7+10 SET•FOititi EIN. 8. ALL LOADS ARE CALCULATED AS P911 ASIA-16 iND•LAA7ES♦FM 2014 STANDARDS datc 10-02-13 REVISIONS. • •• • ••• •• • 012015 a;T.b,� • ; PL-�ARO'�g CQF3PORATION no. date by dweri t" • • ,"•ENGIIMEERS A PRODUOT DEVELOPMENT ehsoked ♦•- �� •• • • • • 1235 SW 87 AVE AL (305)264-8100 MIAMI,FL 33174 FAX.(305)262-6978 JAVAD AHMAD SHEET 1 OF 1 FLA RE/7089$®CAN.35M • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 • 0 MIAM1•DADE MMAU DADE COUNTY ME 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 ANCE OA w-my.miamidade.gov/economy CCGI Windows&Doors,Inc. 0 NW 25 Street mi,Fl.33172 PE: 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,includin the Hi Veioci Hurricane Zone. ESCRIPTION:Series 11238"Outswing Aluminum Casement Window-L.M.I. PROVAL 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 dated 04/25/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 ava i I a4re Ifot 11spection at Ah ~obIslite at the request of the Building Official. This NOA revises NOA#12-111Q.14•ant cinjisi jf+s*p#ge 1 and evidence pages E-1,E-2 and*E-3,as well as approval document merntonett Abole. • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. .. , •+ • a • • NOA No.14-0506.01 irtIAMFDADECOUNTY +.; • • • i• •+• •.' Expiration Date: October26,2018 •• .f Approval Date: June 26,2014 Page 1 • • .•• . . • . . • • • • . . . . • •• .. 0 0 . •. .• 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.l.% 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 Entiy 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 FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12,dated 11/20/12,signed and sealed by Henry Hattem,P.E. (Submitted under previous NOA#121220.14) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B and HT1,0080-0905-07 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 NDA #081010.02) .. ... . . . . . .. M nue r z,P.E. • ••• ••• •• • Product Con of E miner • • . • • . . 'Y Y Y Y• Y ;'. ; NOA lie -0506.01 Y.: ;' :.. �' '.' '•' Expiration Date: October 26,2018 Approval Date: June 26,2014 E-1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowiNuED) 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,RE (Submitted under NOA #08-1010.112) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and RTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA's #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 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FT1 -1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) .. ... .. . . . .. Manuel Pe E. • • • 96 Product Controlxami er •• • • • • • NO No. .01 .. . .. . . . •'. "' . Expiration Date: October 26,2018 Approval Date: June 26,2014. ... . . . . •.• . . . . . . . ... . . . . . •• •• . . . •• •• ... . . . ... . . 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 SentryGIas®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--Saflex and Saflex HP Composite GIass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition(2014),dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed by ravad 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. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu I Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08 2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc.,dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA#96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No.FTL-1003 and FTI,-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 a ►c1 exp"SIH%of t�9i�6/�8�•• . .. . . . . ... . lei .. ... .. . . . .. Manuel Per , ... .E. . ... . . .. . Product Control a ner . •. .. . . . . NOA No.1 -0 6.01 .. . . . . ••.• ••• .. . Expiration Date: October 26,2018 Approval Date: Jane 26,2014 ... . . . . ... . . R-3 . .. .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i GENERAL IVINDOTV SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH pql WW-2' I D.L.OPG. Z WW-71 8'MAX.TYP. A HEAD/SILL 7 CORNERS $ g O Q 2 J cAM t ocxs / o 0 S 2 LOCK POINTS a& mN ALL SIZES 11 / 3 'I/ O ATTIWnCT VINMVS ONLY o r ?= 3t P4 10 0 4pq a �Z o p N \ •+1-----II SURFACE APPLIED a WMA OPTIONAL MINS l� e O 1... FOR GLASS TYPES, N REFER TOi o SHEETS 3 AND 4. W - I 7 2 3 Dl.OPG. D.L.OPG. 2 1/2, 13 AT HFAD/9LL f= T' VENT WIDTH _ VENT WIDTH T' TYPICAL. ELEVATION WINDOW WIDTH I i WINDOW WIDTH (FIANCE FRAME) 0 3 N M EXTERIOR i ; MUI.n POINT LOCK .• p Bre nuTrt n Poa4r IAGK A.u.ITOOCCAM�LOCKS • • ••• 3 0 •••. I ALT.TO CAM LOCKS •• : • o •• • • Vow • 1 AUX wmY. LOCK MAx.WOW. L�♦f ••• •• •••• 1 HEIGHT POINTS FIEIGHT POINTS • O = I a 42° 2 e 3e° ••• •••i _ 83' 3 88° 3 •• • • 8 it 1 84° 4 74• • ••• ••• 3 84' S• •• • AM L o z • • 000 2 • • � 142 sees O8 •••••• a •• THESE WINDOWS ARE RATED FOR LARGE✓9 SMALL MILE"""i. •••• 7 SHUTTERS ARE NOT REQUIRED. 11 M INSTRUCTIONS: • • 4 00 USE CHARTS AS FOLLOWS. I NOTES: FOR MULLION/MULTIPLE UNITS, REFER TO • g THIS PRODUCT HAS BEEN DESIGNED AND TESTED M COMPLY WITH THE SEPARATE CGI MULLION N.O.A. STEP 1 ON WIND D61H1 WIND LOAD RT.WIND ZONE BASED 0 ON YAt,ID VEI.00IIY,BLDG.HEIGHT,WING ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USM APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER r'A�L' w F^.ODUCTRE jh fFlodda ' LOADS TO THE STRUCTURE. Dn:WiaB Code caracrn of DESIRED sass slzE/TYPE. Fu PE STs N iz STEP 3 USM CHART ON SHEET a SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS N 'g AaePw=NO WITH DESIGN RADNO MORE THAN DESIGN LOAD SPECIRED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - 10 Dow � IN STEP I ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE w B O STEP 4 IF ALUMINUM BM SYSTEM S USED USE C M ON NOT PART OF THIS APPROVAL. ,,APR . y� 1, Mtmni doProducLCail' droWFng no. SHEEP 7 1O DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ! L' [W98-1 0diol SHALL APPLY TO ENTIRE SYSTEM. SP 5 TETHE LOWEST VALUE RESULTM FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HK#1 IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. I 81,88E 1 of wlrmaY wrorH 4"f 0 VENT WIDTH WW-1 1/2' GENERAL WINDOW SECTIONS OPG WW —s t/z' Z o J EQUAL LEG FRAME 8'MNL TYP. q a A HEAo/stLL CORNERS IA Ito 6 ii IN �m� yr � tiii,9ii3 044�p`C Q' OCAM LOCKS ALL SIZES ====7,-c== SURFACE MUN PLIED © AATUIMPACT VIMDOVS DILY > \�j\ �� OPTIONAL a fflaI MAX.TYP. °< 00. AT HEAD/SILL ofTYPICAL ELEVATION(EQUAL LEG FRAME) OFOR GLASS TYPES,D L oPc. REFER TOD.L oPG zt/2'VxwTH SHEETS 3 AND 4. VENT VADM a/4' •• • • U o •• •••••• •• •••• Wwoow wrorH xnNDOW WIDTH • EXTERIOR •••••• • MNOM MULTI POINT LOCK MULTI POINT LOCK •••• • 1410000 BY'TRUTH' B BY'INTERLOCK' • • ••• ALT.TO CAM LOCKS ALT.TO CAM LOCKS •••• • ••• i = MAX.WOW. LOCK MAX. HEIGHT POINTS HEIGHT PCINTS ••• pp g •••• 42'. 2 38' 8 ••0• 3 58'• •i• aa • o 84' 4 0 74"• 4 $ a P` • o � •••• I 8 •••• .0.•• • G O^. •••• Engr z 3 J0.� REVISED 'dt AWD PRODUCT RHE dw FtoddaAd,am ' WCL M N/T•592 building Codd N l; 7 B % OadoPtoducLCoatco� Brewin no. ,A ' ,3 U 20 aheat�.�of 7 2Ac5 2 5/8- 2.075 —1.757— .768 5 1.000 1.3 L090TYP. z L L li L875 O 2b25 s L a 2.21 24135 .080 TYP. O v 13 .OBO��RNER KEY .082 GHICICKRKEY ALUMINUM ® ® Q FLANGE FRAME Q VENT (5/16" LAM. GLASS) 2.075 L757 O Q .788 Qa; anD .040 TYP. 1.057 IS73 2.465 2715 L O VENT CORNER aeo TYP 1.624 Z to EQUAL LEG FRAME 28 VENT(INSUL LAM, (LASS) T� Q ALL FRAME AND VENT CORNERS TO 13E ITRM PARI'/ RUANT71'Y OSSCRIPr10N MATBWAL MANP./SUPPLMIt/HI2YLR88 1.757 SEATED WITH GE SIIPRUF OR EQ . 1 CM-373 4 FIANCE FRAME 8087-T5 INRALEX OR EQUIV. F 1A CM-397 4 EQUAL LEG FRAME 6083-TB INDALEX OR EQUIV. .040 TYP. N 2 CM-378 4 VENT(5/18'IAM.CLASS) 8053-T8 DLEX OR EQUIV. 1875 N M 28 CGI-381 4 VENT(DMA-LAM..GLASS) 8tN 087-TB INDALEOf OR EQUIV. ffn 5 2C CGL-3135 4 VENT(7/18'IAM.MASS) 808.7-TB INDAIDI OR EQUW. .720 f • gg�N Q$M 3 CGL-375 4 OGEE GLAZING BEAD 8083-T5 WOALOI OR EQUIV. • •• i• Z Z •••• JA Cd-398 4 SQUARE GLAZING BEAD 8083-TS INOAI.IX OR EQUN. • Yr .- CE, 4 - 4 ABO THICK CORNER KEY ALUMINUM -4 5 - 8 A00 THICK CORNER KEY Sr.STEL,- L U 2 • 5 AP-425 AS REOD. FRAME WEATHERSTWPPING - SCH EGEL APRIS O VENT (7/l t*V.. bLASS) •• •••• 7 Q250-K-190 AS NEW. VENT W&4THERSTFB MG SCFG.EGE7.Q-LON • 8 35-10-00-101 2/VENT 4 BAR HIM AT TDP AND BOTTOM STEEL. TRUTH,ATTACHED W/(8)08 X 3/8'SS SMS .754 74 • •••= 9 24-13-00- 2/VENT FACE MOUNT LOCK STEEL. TRUTH,ATTACHED W/(2)08 X 3/87 SMS ••• 9A - i/VENT MULTI POINT LOCK - TRUTH 283 �' 98 830 - 1/VENT I MULTI POW LORAN _ INTERLOCK : • •• . ••• � �� •••• / 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CGL,ATTACHED.W/(2)010 X 3)r SS SMS yygNN T� 11 - 1 OPERATOR(OPTIONAL) STEEL. TRUNH.ATTACHED W/(2)08 X 3/5'SS SMS 6l O Z p5 Y ••:• NIA - 1 OPERATOR(OPTIONAL) STEEL INTERLOCK Q CGI-375*OW1818AZING STOP $$ • 12 30175 1 OPERATOR TRACK STEEL I TRUTH.ATTACHED W/(2)08 X 3/8'SS SMS • .757 • ••i• 13 2/COMM FRAME MID VENT ASSEMBLY SCREMIS - 010 X 1-1/4'SS SMS ••• i .8 •• .830 • oO^g-.. •••• 13 • • - N • I .Bf7 •• rnx_ O ®CGI-396: SQUARE GLAZING STOP JAARM �L PRODUCE REVISED FIA PE70592 m wmPlyhM adih Oto FIwWa CAN. 38 3.,,d,.,,Cada�11 $ n, AccePtmecreFRAME CORNER Il9 209 °Y drawing no. W98--100 (sheat 2 of 7 141'1, 8' N SS 3/16'ANN,BASS 3/18'HEAT STREWD CLASS 490'SaOex gear And Calor Glrlae 080'SaGex Clear And Color Gloss 8y'Eastman Chemical CO.' 6y'Eoetman Chemical Co.' So rlayer 075'Suflex CP With PET Coro 075'SatlmL CP With PET Core By%, Clear And Calor Co.'eA1 WTERLAYERSE INTERLAYERS an Chsmiwl aBY'Footman Chemical Co.' By'Eastman Chemical Co.' e5 Ago'DuPont Sentrygos 080"DuPont SentryGlas Z �. 8'ANN.CLASS �' DuPont Da Nemours&Co.,Inc.' By'E.1. DuPont De Nemours&Co.,Inc.' 0 kk S/18•ANN.GLASS To 3/16'HEAT STREN'0 GLASS SQUARE BEAD SII.ICOt& OPTIONAL II II O I q ALL GLASS TYPES 1 y DOV 995 •.i 1 SE-1840E it n S&ICONS II n a IIDN 899 d ' DOW"3 ' I' OV 995 DON 899 II �' DOv 899 a 5/16" NOMINAL 7/18" NOMINAL 7/18" NOMINAL c GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' 3 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUr106 REQUIRED NO ffiNnERS RMUM NO SWUM REQUIRED REFER TO SHEETS 5 71981 7 FOR 01SW1AIM!&TAILS REFER TO SHEETS 8 THRU 7 FOR DIST)IMM DEMOS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DEMOS fat WII4DQW DIRE, CLASS 7YPE'B' GLARE TYPE'9' GLASS TYPE'8' WINDOW DIMS. CLASS TYPB$' OLABS TYPB'S' GTASE TYPE'8' WINDOW DBBD. OIAS9 TYPE'8' OIABB TYPE'S' GLASS TYPE'8' U YADTH HEIGHT EXr.(+) INT.(-) EXL(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT DCT.(+) INT.(-) 170.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT ERG.(+) TNT.(-) ORT.(+) TNT.(-) EXr.(+) TNT.(-) 20• 110.0 184.3 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 198.0 19-1/8• 110.0 185.0 110.0 195.0 110.0 195.0 �` N 24' 110.0 161.9 110.0 185.0 1140 195.0 241' 73.4 73.4 110.0 120.0 110.0 12CA 28-1/2• 110.0 198.0 110.0 195.0 110.0 195.0 V is 28• 110.0 138.8 110.0 195.0 110.0 195.0 28' 64.2 64.2 110.0 120.0 110.0 120.0 3T 26' 110.0 MA 110.0 195.0 110.0 195.0 � ? m 30' 36• 110.0 1295 110.0 193.0 110.0 195.0 M. S8' 80.8 90.8 110.0 120.0 110.0 120.0 4Y 110.0 121L1 110.0 185.0 1140 195.0 32' 110.0 121.4 1140 195.0 110.0 195A 32• 574 57.5 110.0 120.0 110.0 120.0 19-1/8• 110.0 190.9 110.0 195.0 110.0 195.0 38' 107.9 107.9 110.0 19SA 110.0 195.0 35' - - 60.0 940 60.0 60.0 28-1/2 -3 110.0 1375 110.0 795.0 110.0 195.0 W 40' 97.1 87.1 1740 19&0 110.0 120.0 40• - - 80.0 �.0 804 90.0 37' /8 98.6 885 110.0 1845 170.0 720.0 42' 823 92.8 110.0 120.0 60.0 80.0 20• 86.4 88.4 110.0 19&0 110.0 120.0 1. 89.8 869 710.0 120.0 110.0 120.0 _ 4 20' 110.0 188.8 110.0 195.0 110.0 195.0 24• 3&1 88.1 110.0 120.0 110.0 120.0 19-1/8• 1ICA 1445 1104 185.0 110.0 19&0 24' 110.0 MILS 1104 195.0 1140 195M 28' 488 489 110.0 120.0 110.0 120.0 28-1/2' 99.7 104.3 110.0 195.0 110.0 195.0 28' 110.0 118.8 110.0 195.0 110.0 195.0 30' 72' 4&0 494 110.0 120.0 110.0 120.0 3T -5�• 74.7 74.7 110.0 120.0 ItOA 120.0 O M ell •• ❑}+ m �• 42' 110.0 171.0 110.0 19&0 110.0 193.0 32' 43.9 43.8 110.0 1240 170.0 120.0 42' 85.8 659 1104 1240 110.0 120.0 • Z_Z Lj 32' 104.1 104.1 110.0 195.0 110.0 120.0 36' - - 604 60.0 640 60.0 18-1/e' 8&7 104.2 110.0 195.0 110.• 19510 • 3.'00^ ••:• 38' 92.5 a" 110.0 120.0 110.0 120.0 32' 78• - - 60.0 604 60.0 604 26-1/2' 83' 74.9 774 110.0 120.0 11 .0 • • 40• 83.3 83.3 110.0 120.0 110.0 120.0 38• - - 80.0 604 60.0 604 37• 60.0 1X1.0 110.0 120.0 110.0 120.0 • • U O • 42• 79.3 79.3 110.0 1240 BOA 60.0 20' 524 52.0 IIIA 120.0 _110.0 120.0 42' 60.0 60.0 60.5•• e• •• •••• 20• 110.0 145.7 110.0 195.0 77DA 195.0 24' 439 439 110.0 120.0 110.0 120.0 18-1/8• 83.0 63.0 1140 19&0 1104 0•'�w • 24' 110.0 121.4 110.0 195.0 110.0 185.0 28' 78• 3&1 3&1 110.0 120.0 110.0 120.0 28-1/2 74-1/4 4&6 46.8 110.0 120.0 1.04 1200. •••• 28• 103.6 104.1 110.0 195.0 110.0 120.0 30' - - 110.0 120.0 60.0 "0 37' - - 599 599 59 ••• • 30' �� 97.7 97.1 110.0 19&0 110.0 120.0 32' - - 604 604 604 804 37' 7T• - - 56.3 56.3 56.3•• *4r • ••• 32• 91.1 91.1 110.0 120.0 110.0 120.0 211' M541,51104 120.0 110.0 120.0 •••••; •••36' 80.9 809 110.0 120.0 110.0 120.0 24' 110.0 120.0 110.0 1240 4r LIMIT MAX.LOADS TO 171.0 PSP40' 729 729 110.0 1240 110.0 120.0 28' 84' 110.0 120.0 545 54.5 IIs USED POINT LOCK BY'WETRLOq(j 9 ••42' 69.4 69.4 110.0 120.0 804 60.0 30• 51.2 51.2 51.2 51.2 ••••••20' 1/04 1285 1140 /864 110.0 19&0 32' 48.3 48.3 48.3 48.3 rk rk SIZE 37'X 77•APPLICABLE TO FLANGE•PRAMNS ORLY SSS • 24' 9&C 107.9 110.0 195.0 110.0 18&0 SEE SHEET 1 • • • •••• 28• 88.2 925 110.0 120.0 110.0 120.0 0 0 0•• M • 30' 84.4 118.3 110.0 120.0 110.0 120.0 .0 0�d~~ NOTE: • • • •••• ' GLASS CAPACITIES ON THIS SIfEtT ARE • N • 32' 849 60.9 170.0 1204 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS)••• �•o=- 36• w 1.9 uoo 720.0 uo.o Izoo AND FLORIDA BUILDING COMMISSION o 0.0• 9 1to.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 42' .7 604 BOA •- 20• 2.8 110.0 195.0 1TOM 185.0 �JA DLAII- PRODUCT REVISED A 24' .4 170.0 196.0 ItOA 120.0 FLA•pE)/ eswmplyingwiththeFLOTOR a 28• .3 110.0 120.0 110.0 120.0 CAN.fs Accepte8Cod0 4-,,,,^L t8 I AcceptsneeNo Q• 4�g.Y.� 3D' �, .7 110.0 120.0 110.0 120.0 /,�.• R*mtton Dale g 1. 9 110.0 120.0 1t0A 120.0 L By L' 0 NOTE: // n f{ 36' 9 170.0 120.0 110.0 120.0 °.� Ai•LJ 201k eProduM(bD,TOY-1 drawing no. 40• - 00.0 coo wo soo LOAD/AREA LIMITSFOR +110.0, -120.0 PSF = 16.34 SQ. Ff. W98-1042• �.o e&0. BOA BOA +110.0, -195.0 PSF = 10.00 SQ. Fr. sheat Sof 7 1/8'TEMP.GLASS 1/8'TEMP.GLASS AIR SPACE 490"Saflex Clear And Color Gloss AIR SPAS 090'SaRex Clear And Color Glass 119 0 BY'Eastman Chemloal Co.' By'Eastman Chemical Co.' �Y 1 8' N.GLASS 1/8'TEMP.GLASS / 475'Saflax CP With PET Core / 075'SuOex CP YIIth PET Cora FNTERLAYERS By'Eastman Chemical Co.' INTERIAYERS By'Eastman Chemical Co.' Q .090"DuPont SentryGlas 490'DuPont Sentryms P� By'EJ.DuPont Oe Nem6urs&Co.,Inc.' By'EJ. DuPont Oe Nemours&Co.,Inc.' SQUARE am 1" 1/8"ANN.GIA55 1/8'TEMP.GLASS OPTIONAL 6 a ALL GLASS TYPES SILICONE SILICONE UE-tI?W I GE-1200 DOW 995 DDW 995 t7 DOW 899 00W 899 AIR SPACE CONSIBT IG OF: SPACER $ n SETTING BLOCKS -.. ••. SETTING BLOCKS METAL SPACER AROUND ....'.. D 2/LITE 2/LITE THE PERIMETER OF THE GLASS. 3/4" INSULATED DUROMETER 8515 3/4" INSULATED DDUDROMETER 8535 p C GLASS TYPE 'P.A' GLASS TYPE '3A' 3 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS � ID�OYti NO SKUTTM RFALUE0 NO SHUTTERS REWIRED NO SHIRTIER REDUMM REFER TO SHEETS S THRU 7 FOR MIALLAT10N DE7ARS REFER TO SHEETS 5 THRU 7 FOR wsTALIATMN aEOas RUM TO SHIFTS 5 n=7 FOR INSTAL AEON OElAR6 WINDOW DAMS. CLASS TYPE'29 GLASS TYPE'SA' WINDOW DIMS. GLASS TYPE'EA' GLASS TYPE'9A' WINDOW DIM& GLASS TYPE'8A' GLASS TYPE'8A' C� WIDTH HDGHT OU.(+) INT.(-) ERT.(+) TNT.(-) WIDTH HEIGHT OO.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) 20' 110.0 194.3 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8" 110.0 195.0 110.0 195.0 24' 110.0 161.9 1104 195.0 24' 73.4 73.4 110.0 120.0 26-1/2' _ 110.0 2034 110.0 195.0 `• Z 28' 110.0 1389 110.0 195.0 28' 64.2 642 110.0 120.0 JY 26 110.0 145.4 110.0 195.0 30" 38' 110.0 129.5 110.0 195.0 1" 86' 60.6 60.6 110.0 118.2 42' 110.0 12&1 110.0 795.0 32' 110.0 121.4 110.0 195.0 32' 575 375 110.0 112.2 19-1/8" 110.0 190.6 110.0 195.0 ••• O` M 38' 1079 107.9 110.0 195.0 36' B0.0 604 - - 26-1 2' 110.0 1375 110.0 195.0 4�i1' 40' 97.1 87.1 110.0 120.0 40" 37' 88S 88.8 110.0 120.0 • • • �d• • 42' 82.5 92.5 110.0 1204 20' 86.4 88.4 110.0 120.0 42' 88.8 88.8 110.0 120.0 •• 0 • qyj • 20' 110.0 1885 110.0 195.0 24" 50.1 56.1 109.3 109.3 19-1/8' t 10.0 1445 110.0 195.0 •••••• ••• N� ••• 24' 110.0 1389 110.0 795.0 1 28" 489 40.9 95.3 9513 26-1/2' S0-5 99.7 104.3 110.0 195.0 • o tV g 09 • 28' 110.0 1189 110.0 195.0 30' 72' 48.0 484 89.8 899 3Y /8' 74.7 74.7 110.0 120.0 000000 • ••• 30' 110.0 111.0 110.0 195.0 32' 43.6 43.6 854 854 4Y 66.8 65.8 110.0 120.0 0000 • •� Z Z_.j9_ • 32' 4Y 104.1 104.1 110.0 120.0 38' 804 80.0 - - 19-1/8' 96.7 104.2 110.0 195.0 000000 ••• O,� •• 36' 925 825 110.0 120.0 32' T6' 60.0 60.0 - - 26-1/2' 74.9 779 110or - .0 120.0 O v • ••• • ••• ,V HE •• 40' • • 83.3 83.3 '110.0 720.0 38' 80.0 80.0 - - 3Y 60M 80.0 110.0 117.0 • • F 42' 79.3 79.3 110.0 12MG 20' 52.0 524 101.3 101.3 42' 60.0 604 - •• •• ••• 20' 110.0 145.7 110.0 195.0 2$ 43.8 439 85.4 80.4 19-1/8' 634 83.0 110.0 120.0 • 24' 110.0 121.4 110.0 195.0 28' 7B' 30.1 38.1 74.3 74.3 26-1/2' 74-1/4' 4&8 469 9G9 90.9 000090 •• 28' 104.1 104.1 1104 120.0 32' 60.0 W.0 - - 37' 599 59.8 - - • • • • •• ••• • 30' 97.1 87.1 110.0 120.0 20" 415 415 80.8 809 37' 77' b8.3 58.3 - - • • •• •• 6 • 32" 91.1 91.1 110.0 120.0 24" 349 349 6&0 68.0 • • • • ••• 36" B09 809 110.0 120.0 28' 84' 545 545 - - # LAST MAX LOADS TO 171.0 PSF O •• • •• • • WHEN MULTI POINT LOCK BY'INEIRLOCK' 86 40' 729 729 1704 1204 XIS 512 - - IS USED •• p�j�o 42' 66.4 69.4 110.0 120.0 32' 20' 110.0 1295 110.0 195.0 SIZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY 99 8 24' 98.0 107.9 110.0 185.0 SEE SHEET i 28' 925 925 11&0 120.0 NOTE: • •... so' 84.4 86.3 110.0 1204 GLASS CAPACITIES ON THIS SHEET ARE sa' 32, m9 Bog 110.0 1204 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION J6' 71.9 719 110.0 120.0 40' 84.8 84.8 1104 120.0 DECLARATORY STATEMENT DCA05-DEC-219 � � C 4Y 1 1 61.7 61.7 1104 120.0 Enqr.M-AD'AHMAO PRODUCT REVISED 1 20' 989 112.6 110.0 195.0 tlA CML 0�2 Building with the FlarMs N �v 24 855 95.4 110.0 120.0 /JS7]e g 28' 76.7 633 ima 120.0 NOTE: 30' eCAN. Hx rPat�n l e"1^L�J?i 6 o' 732 77.7 lima 120.0 LOAD/AREA LIMITS f 32' 70.2 729 110.0 120.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. BY, 't' 1'Z ':"sf", o 36' 849 84.8 110.0 120.0 +110.0, -195.0 PSF = 10.00 SQ. FT. ML DadaPmduetCmlrol" j drawing no. do' 804 6" - - G% � W98-100 42' 80.0 840 - - APR n 2w 8hee140f 7 S FLANGE INSTALLATION CONDITIO ANCHOR PERFORM/R MAEL �(APPLIE�S6TO ALL FOUR SIDESFOR ) SEE SH TYPICAL ANCHORS SEE£LEV.FOR SPACING o0 SEE SHEET 6 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES Q a 1/8'THK.MIN. 1 3/8' IL SEALANT SEALANT �' W. A L eli 21/8' .vV.. •d oma' y2MIN8• lo '1'TANY /Y MH. 2-1/2'MIN. INSTALLATION TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' M�TE�A6 PRESSURE TREATED PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD -METAL GTRUCTUR S w N TYPICAL ANCHORS TYPICAL ANCHORS 1/8'MIN. • • • p •••• SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING j —1 TYPICAL�H" • a� • SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV.FOR SPACING • N Q • SEE S/I8CA6b an DESCRIPTION• co n�} •••• ji�^I� 0000•• Q03M� • 1 3/8'3/8' '{ 0 •••• SEALANT I I SEALANT 11 II • •• •• I Z Z L'A • \ $g \ II 0000•• •• V' O� • • '� \0 {I 11 •• •• •000 ••000• • FrWK 27/8' • a• .e21/8-MIN.STALLATION BY OTHERS u BUCK INSTALLATION BY OTHERS • •• • c 1 ••••ATTACHMPU- 1'MW. • APPROVED MU IONS •• � INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' g g g ,tAltT1�81,:PRESSURE TREATED Jam{,:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL c v ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD .•o ALUM CHANNEL 3/4'X 1'X 3/4'X 1/8' "n JAVAD AH PI;ODUCT REVISED 2-1/2'LONG CryD, it AT ANCHOR LOCATIONS FIA.EIC A 70592 as comPlying with the P41dda CAA a bS38 Du.14.8 CoAOCepi6nCO No iff�"A.8 '2 I � 8:ylmlton Date OR A 2094 er a WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN !. rtz A9t DmIaPmduct hpt dmwing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION /Jl ✓ `Aft$-1QQ THEM TO THE BUILDING STRUCTURE. INITH SHEAR CLIP sheat 5 of 7 INSTALLATION CONDITIONS .EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS 1 a SEE ELEVEE SHEEP 6 R R DESCRIPTION z METAL f TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES28 SEE ELLV.FOR SPACING SEE ELEV.FOR SPACING 1/6"THK MIN. O SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION a O 1 , ,/e. 19 0 2 1/8" �I '<. q d 2 1/6' �z MM. < .MPI 't• ° n O 2-1/2'MIN. 2-1/2'MIN. NI STALLATION TYPE '1' WOOD BUCK TYPE 'T' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATPRESSURE TREATED PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES • • tow • • • •� a� �4 •••• r MIN. •• • : �n� •• TYPICAA? �• • •41 N M •••• 2e o TYPICAL ANCHORS TYPICAL ANCHORS "' SEE SAEE3F91i DESCRIPTION p 3 M • SEE ELEV.FOR SPACING /—SEE ELEV.FOR SPACING I f-Fi 1 Z Z '� •••• SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 R DESCRIPTION It 11 •••• • PA — ,? • R 4.. . •••• tJ+it It •••••27/6• V-• . 21/6• •• 0MIN• ATTACHMENT TO • UCK INSTALLATION BY OTHERS BUCK INSTALLATION BY OTHERSAPPRCIWO MULLIONS 1'MIN. O N N H V INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o MAIEII LA:PRESSURE TREATED PRESSURE TREATED c TYPICAL INSTALLATKTN DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES&SING WOOD uCtaLAHMAD PRODUCTRBVLSBD 'N FLA PEA.N. 0682 re mmPiying with(ho FWda C. Building cccpta w iVo .Ol S k 130 209 11 im�an�paq Dy 9 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN /% A I adj drawin no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER f.J W98-1 OO THEM TO THE BUILDING STRUCTURE. (L/' sheat S,To}7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALIATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR WARS �f�c ANCHOR W/O SR68R CLIP ANCHOR WITH SHEAR CMP ANCHOR W/0 SIMS CLIP ANCHORS WITH SHEAR UP ANCHORS tr/o$HEAR CLIP ANCHORS iHtx SHEAR CLI WINDOW DW. AT 17"O.C. AT 10"O.C. AT 17°O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT lo"O.C. AT 17"O.C. AT 10"O.C. TIMM Dw. AT 17"O.C. AT IO.O.C. AT lY O.C. AT f0'O.C. pm WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/IM.(-)EXT.(+)/INT.(-)EXT.(+)IMT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)-(+)/INT.(-)EXT4+)A-4-)EXT.(+)/INT.(-) WIDTH HEIGHT FM.(+)/IM.(-)EXf.(+)TOIL(-)IXT•(+)I0i'f•(-)EXT•(+)I(M•(-) Q 20' 199.0 195.0 1549 195.0 32" 78' 133.2 195.0 76.4 1222 19-1/8' 195.0 195.0 149.4 195.0 24' 195.0 195.0 129.0 1724 36" 118.4 1899 879 108.6 28-1/2' 25" 195.0 195.0 1079 5819 (� y 28° 1929 195.0 110.6 147.4 20" 105.0 195.0 119.1 1909 37' 195.0 195.0 77.2 115.9 Q g U 30" 180.0 t8&0 103.2 137.6 24' 173.1 195.0 99.2 1589 19-1/8' 19&0 195.D 1519 185.0 [�Jj l: 3Y 36" 1689 195.0 98.8 129.0 28" 78' 148.4 195.0 85.1 13&1 26-1/2' 38-3/8' 191.2 195.0 109.6 145.1 ypy, 36' 150.0 195.0 884 114.7 30' 1389 195.0 79.4 127.0 37• 138.9 1826 785 104.7 O U n 40" 135.0 18.00 77.4 103.2 32' 1209 185.0 74.4 119.1 18-1/8' 195.0 195.0 153.5 191.8 V p 42" 12&6 171.4 73.7 98.3 20" 195.0 195.0 1327 195.0 26-1/2" 50-5/8' 193.2 195.0 1109 1389 cy 20" 185.0 195.0 132.7 178.9 24' 195.0 195.0 110.6 165.9 3T 13&4 173.0 79.3 99.2 24' 1929 19&0 110.8 147.4 28• a4' 185.3 195.0 949 1422 19-1/8' 195.0 19&0 123.3 195.0 g� 28' 185.3 195.0 94.8 128.4 32" 154.3 195.0 889 1327 26-1/2' 155.3 195.0 894 155.8 39' 154.3 195.0 8&S 117.9 37, 1112 194.6 639 111.6 3Y 42• 144.8 1 1929 929 110.6 42" 084 171.4 56.2 98.3 a a all 38" 12&6 171.4 73.7 88.3 18-1/8' 195.0 195.0 1309 1950 40' 115.7 154.3 68.3 885 26-1/2' 74-1/4" 164.7 195.0 94.4 151.1 4Y 1102 1489 03.2 84.2 37° 1179 18&8 87.8 50&i g p 20' 195.0 195.0 1549 1939 24' 195.0 105.0 129.0 161.3 Z m 28• 1929 195.0 110.6 1 138.2 i° N 30' 180.0 185A 103.2 129.0 Fpfl (z 32" 48' 1689 195.0 9&S 120.8 I •• to A+ TYPICAL ANCHORS: SEE taEv.FOR sPaclNc 36' 150.0 1875 8&0 107.5 • • • ••:• 40" 135.0 165A 77.4 9&e 1/4" DIA_ KWIK-CON 11 BY 'HILT{'jfu=183 1CS1.Fy157 k61)• � aa• 1289 160.7 73.7 921 t A DIA. ULTRACON BY 'ELCO' (FU-177 x51,F7=155 100) $ •• 20• 195.0 1954 137.6 19&0 • A INTO 2DY WOOD BUCKS OR WOOD STRUCTURES••• • 24' 1954 195.0 114.7 172.0 •• 0 3�� ••• 28" 171.4 185.0 98.3 747.4 1-1/2' MIN. PENETRATION INTO WOOD 00000 THRU 1 BY 13UCKS INTO CONC. OR MASONRY •••• • g� Z z •••• 30' 7 BOA 195.0 91.7 1379 id o _'� • 32• 150.0 195.0 as.o 1294 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY••••• • • o �- ••• 38' 133.3 ISOM 78.4 114.7 �o • • DIRECTLY INTO CONC. OR MASONRY ••••• •• U ••• 40 1 0.0 7604 eee 103.2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • ts� 42 171.4 659 98,3 I - •••• 20• 195.0 195.0 1239 Is" I J14 SMS OR SELF DRILLING SCREWS (GRADE 2 •••• •• 24' lama 195.0 103.2 154.8 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS•(MIN�THK. _ .090") • 28" 154.3 19&O a" 1327 INTO METAL STRUCTURES • • :• A •••• 30' 60, 1444 195.0 62.6 7239 ANCHORS 11/0 SHEAR CLIP ANCHORS WITH SHEAR CLta STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) i ••• • `c • 3Y 135.0 19&0 17.4 116.1 - ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) •• • • i 1 0 •••• 38' 120.0 180.0 ME 1032 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)• • 40' 108.0 1820 619 92.9 •• 1. 1 1029 184.3 594 889 TYPICAL EDGE DISTANCE $ 20' 195.0 1954 140.7 1954INTO CONCRETE AND MASONRY = 2-1/2' MIN. 23.• 195.0 195.0 117.3 1842 INTO WOOD STRUCTURE = 1" MIN. d c• 28' 175,3 195.0 1005 140.7 INTO METAL STRUCTURE = 3/4' MIN. .12 td i9 64$ 30' 68' 183.8 785.0 839 131.3 32' 163.4 1954 8&0 1.73.1 CONCRETE AT HEAD, SL. OR EAMT}S t'G= 3000 PSI MIN. z C-90 HOLLOW/FILLED BLOCK AT JAMSS fm = 2000 PSI MIN. o 36" 13&4 1009 78.2 1 1099 4O" 1227 1719 70.4 085 Enan 3P.VAD.V@UD PRODUCT REVISED 1 20" 195.0 105.0 1294 180.8 tmL PE i 70592 Atter I Iding�evith the Ftorlda n ;� 24' 1875 195.0 1075 150.0FLA �3S18 28" 7Y 160.7_ _185.0 _ _ 921__ 129.0 30' 1504 195.0 9&O 120.4 gXPire�ca�Dato (� � 32' 1446 195.0 80.8 112.8 � BY I� fo� O 38• 129.0 175.0 71.7 100.3 APS; fk X01& Mi Dade Product ConuW t drawing no. f W98-100 " �, sheat 8 of 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS V OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK p��1 INSTALLATION ANCHORS INSTALLATION ANCHORS UWALLATION ANCHORS REFER W SHEETS 3 rriRu a FOR 58NDOW CAPACITIES �Y o WDU)OW DIMS. WINDOW DIMS. WINDOW Dim USE LOWER APPLFCABLE VALUES. Z 3 WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT HJR.(+) INL(-) WIOTH HEIGHT DCT.(+) INT.(-) O 20' 110.0 195.0 20' 105.8 120.0 19-1/8' 110.0 195.0 =A1 zd 24' 110.0 195.0 24' 90.9 120.0 28-1/2" 28' ilo.0 195.0 6� 28' 110.0 186.5 28' 78, 80.8 110.3 37` 110.0 184.2 O 30' 110.0 182.4 3o• 76.3 104.7 42' 110.0 152.4 Q, 3Y 38' 110.0 1795 3Y 60.0 60.0 19-1/8' 110.0 195.0 �i u 38' 110.0 177.3 38' 60.0 60.0 25-1/2' 38-3/8" 110.0 172.6 $; I•�, 40' 1055 145.1 20' 102.7 120.0 37' 110.0 158.3 42' 97.0 120.0 24• 88.2 120.0 42• 98.7 120.0 6&a 20" 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 dl & 24' 110.0 159.6 311` 73.9 101.3 26-1/2' 110.0 154.7 t 1 SO-5/8' 28' 108.0 146.8 32' 80.0 60.0 3Y 94.0 120.0 I 1 I I fl)s 3E 30' 42, 1035 141.9 20' 110.0 120.0 42' 89.8 120.0 32' 100.7 138.1 24" 97A 120.0 19-1/8' 109.3 149.9 j W 38" 97.0 120.0 28' 64' 85.5 117.3 28-1/2' 83„ 84.8 116.2 1 40' 9'32 120.0 30' 80.0 60.0 37' 67.9 93.1 1 014 SMS 42' 95.0 120.0 32° 80.0 60.0 42' 80.0 60.0 i AT 8'FROM ENDS 20' 110.0 198.0 19-1/8' 110.0 184.8 r17"O.C.MAX.AT JAMBS V �I"',,�1��,vJ 24"Q.C.MAIL AT HEAD/SILL 'l,,',,�1�-��vt 24' 110.0 177.9 2837' 74-1/4' 86.4 108.5 Ir1UL 8 1nJVU AT SMS V m 28' 110.0 180.9 3Y 80.0 80.0 AT 6'FROM ENDS N 3G' 110.0 154.8 19-1/e' 109.9 120.0 �} 17"O.C.MAX.AT JAMBS xO 32' �° 109.1 120.0 26-1/2" 78' 84.0 1182 7i 24"O.C.MAX AT HEAD/SILL •• 36' 1035 120.0 37' 60.0 60.01 I a=i 1 • ••• • •••• 01 • 40' 995 120.0 19-1/8' 108.3 120.0 '�9�1 �• • • N c • 42' 98A t20.0 28-1/2' 77' 82.7 113.4 \ �•••• •• '�M'o •••• 20' 110.0 174.1 3Y BOA (0.o • p M rl1 24' 110.0 152.0 • •••• • p • z 41 2e• 99.8 120.0 •4 "' ¢ •. ••• Z ••••• o + 3G' 955 120.0 54' ° Y. .. <' '- P ' • • •• O^" ••• 32' 91.9 120.0 .q 'e: q 1' <4•. i •••• • U' O ,� • • 38' 88.2 1182 �' - d'I q TYPICAL ANCHORS TYPE'A'OR'B' lYP1CNLWXQXQRS TYPE'•'• U ••• 40' 82.2 112.7 A7 8'FROM ENDS AND AT 6"f%OM BADS AND C3� 42' 80.6 1105 2 1/2'MN. 17°O.C.MAX.AT JAMBS i/=.M@.AT JAMBS • •••• FADE Ot5T. 17°O.C.MAX.AT HEAO/SILL 1•MIN. 24-,%.%MAX.AT HEAO/SILL • 20" 110.0 153.2 • • • • • 24° 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' ' • ' • ••+• 20' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING •• 8 28Y WOOD BUCK OR W000 STRUCTURE • • c� � • • 30" me 1135 A - 1/4' DIA KWIK-CON 11._BY 'HILT (Fu=183 KSI,Fy=157 160. •••• • • o • •••• 32' 79.4 108.8 TYPICAL INSTALLATION DETAIL • + 38• 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM • 40" 60.0 80.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' W.0 60'0 B - 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 20' 110.0 171.0 1 td wana DIRECTLY INTO CONC. OR FILLED BLOCK a5aoc•'''a 24' 954 120.0 .845 62 ze' 95s 120.0 1-1/4" MIN. EMBED INTO CONCRETE .Ges b 8 30 66' 913 lzoo 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS 065 845 592 02- 36* 2- - 0 32• 87.3 119.7 C - 014 SMS (GRAPE 2 CRS) b 1.125 36' 60.0 80.0 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES E.91 JAW PRODUCERBVISBD 40' 60.0 60.0 1.436 CML os camplyhiy with 01a Bled& 1-1/2" MIN. PENETRATION INTO WOOD 20" 110.0 1545 .128 .903 FLA.�t_00522 BatldpttaB Cada i 24' 97.0 120.0 TYPICAL EDGE DISTANCE 3s7e A pfmmuonDau 28" 66.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER ; 61.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 j ByLu P ucti drawing no. 32' 77.9 10.0 CONCRETE AT HEAD, SILL OR JAMBS Y0 = 3000 PSI MIN. !•F -;tA kt 3 1014L,- '1 W98- 1�6 3e• eOo 5.9 eoC-90 HOLLOW/FB.LEO BLOCK AT JAMS f'm - 2000 PSI MIN. �'-! J; eheet7of 7 MAW MIAMI-DADE COUNTY IS'L'-11 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 OA www.miamidade.gov/economy CGI Windows&Doors 10100 NW 2501 Street Miami,FL 33172 COPE: 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 includin the Hi Veloci Hurricane Zone. DESCRIPTION:Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. - 3, trt a eries aer Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall'bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 availlblef+gr i=1s1er6Rgn gt Lhejub site at the request of the Building Official. This NOA revises NOA#14%0915,06 aN*r4;i$s bf%is page l and evidence pages E-1 and E-2,as well as approval document mentioned aboA.•.: •.• : : .• The submitted documentation was reviewed by Manuel Perez,P.E. • .•. ... •• . • • • • •• • • NOA No.15-0512.10 MIAMWADE COUNTY • • • • • Expiration Date: September 22,2020 ••• ��j'� t� Approval Date: August 06 2015 j 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 Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.RTL-0080-0101-10,dated 02/03/10,signed and sealed by Vinu J. .. ... . . . . .. •Abram �'.�.• • rirrbh all andeilKO�lVo.1U-0510.11) . ... .. . . . .. Manuel P ,P.E. • •• Product Contra E miner . . .. •• • NOA No. 5-0512.10 . .. . .. . . . . Expiration Date: September 22,2020 Approval Date: August 06 2015 . . . . . . . % . . . .. .. . . . .. ... . . 0 000 0 . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5�b Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed'by Javad Ahmad,P.E. (Submitted under previous NDA No.14-0913.06) 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass InterIayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05121/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51'Edition(2014),and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 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 NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseai®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon,Supervisor. G. OTHERS 1. .Votldd df Acdap*Ae.No. 14-0915.06, issued to CGI Windows & Doors for their •S,�ries:" etre 1;1#'N minuet Single Hung Window-.L.M.I. approved on 02/05/15 ''and'datpiritig oh 09/22120. �Wlmuu . ... . ... .. . Manuel PSalli.er • • Product Control NUA No.12.10 . .. . .. . . . . Expiration Date: September 22,2020 Approval Date: August 06 2015 ... ... E-2 . . . . . . . . . . . •. .. . . . .. .. ... . . . ... . . 53 1/8• 52 1/5• 52 1/8• r DluI FLANGE WIDTH BUCK WIDTH BUCK WIDTH A a 477/10- 47 7/19• O.L.O.7(FIX.LITE) FALSE MUNRNS FD.LO.(FIX.LITE) FALSE MUNTINS D.L9/ '(SURFACE APPLIED) 20 9/18• (SIAtFACE APPLIED) 6•MAIL ZO e�X. PTIDNAL5 1/2•MAX. bVx. #+k oFnoNAI 5 1/2•MAX. MAX. *>k a HEAD/SRL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEw�/ HEAD/Su $ ERS CORNERS a CORNERS 8 7 0 r 2 N E II /• it � II /i 11 11 �� II � t7i Ila o06Gt II II it li 3 O W a N �$1 cMI AL477/16• (S-ACE OPPDPL) 47 7/18 47 7/16• ONAM ,D.L.O.(ETD.L.O. VEn .. . V 0 50 1/4• 50 i/a^ 50 1/4• •• z O_3f VENT WIDTH VENTvENr Wll11H o WwT� • '••• c9o9t( ••• FIANGERt enrrR ADAPTOR FRAME EQUAL LEG FRAME I F L : • . UM • TYPICAL ELEVATION • so* so 600 SERIES SENTINEL 110 ALUMINUM SINGLE BUNG WINDOW ' • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER • • sees ' CHARTS SHOWN ON SHEET 2. ** •••• • c A • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN ••:••: •••. ¢B ' SPACING EXCEEDS 20 9/16" OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DARE COUNTY •• •• APPROVED WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS 1 •• • •••••• • IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINaTED GLASS ••• bi ma g INSUIT6•LAM. •• GLASS • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE <m u •s REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MSSIEE IMPAOR HURRICANE ZONE (WK). SMALL MISSILE IMP GT• 'o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Fs9r.JAVA PROOUCT'RBVISM ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DEVILS,ANCHORS ►LA tan fl9Omoylm with fOFbdb EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL.ORFSSING OR STUCCO. BuEIdIIIgCodo/�0��.)O y �p ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. JU Nis py A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1T� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MLTAL SCREWS.THAT W10-03 COME MTD CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 cf 9 EQUAL Ulu WI71DoW8 UNEQUAL MTas WINDOWS DffiON LOAD CWACITT-P9F DESIGN I=WACIIY-PU PIANO DDEB. BUCX maa .2 A&Al TnW•B'&'Bl' PLNOa D1118. RUCK DIMS. NALTOP 13TH Glass 7'rPPs'A'&'Al'OlAlrs 7YP29'S'&'BI' ® p mmH HElmn Wlmx F1EI0,fE Off+) ,NL(-) EXr.(+) ,N*l-) 7M BDaxr ,Om H%W 'A'WL Gad+) 1Nr.(-)r tNL(-)1875. 73A 90A 85A 57-,/a• 7b• 52-1/8- 7s• 38-1/a• 7" 750 E6.o25-11• 25-1/27&0 75A 80.085.0 49• 74• 48' 7tr 39-1/4- 76A 78A 85.037' 25' 35' 25- 75.0 750 80.0 85.0 20-125-1/2• 70-5/8• 7" 750 85.048• 48' 7SA 78A 80.0 B&031- 30- 53-8/875A 780 85.053-1/8• 52-1/8• 75.0 75.0 80.0 S.0 33' 88• 32' 84' 8075A 7&0 85A18-1/8' 18-1/5' Ma 7" 80.0 88.0 3Y 38 &7-1/2• 750 750 85A25-11• 25-11- 75.0 75A BOA 85A42• 45-1/4 75A 7&0 BSA y ^ Q 37• 38-3/8• 35• 37-3/B• 75A 7" smo R&O 48' 48' 75.0 7" amo 8&0 t] 55-1/5• 52_,/8' 75A Ma 8" 85.0 �ID7N a Mrw tW'r t8-1/8' 7LO 7&0 mo g5A m �yy yyy�m lK 25-11• �A 75A ato g5.0 r4 g iii6��i 50-5/8" 38• 49-5/g• 7&0 75A am 1� 48' 75.0 7&0 BOA WA 52-1/5' 75A 75.0 80.0 WA d 18-1/8• ama 880 yt� 25-1n• 78A 8&0 a5A E3 J or 3B' Sr 76A 75A mo 85A j @N S d 48' 80.0 85A � 1 52-1/8• T&0 7&0 su 65.0 75A 7&0 g0A WA' 25-1/Y 75A 7&0 au su 75' 35• 78• 7&07&0 BOA 8590 Dor+14r 4ar7sA 75A eoossA UNEQUAL LITES (ORIEL TYPE) $ 0 W23 • 52-1/5' 75.0 76A 80A &90 = 4 t9-1/8• 18-1/g• 75A 75.0 80.0 S&O y 25-1/2• 25-1/2' 7&0 7&0 �.0 mo y 37- �• 38• �• 7&O 75A 8&0 8" SIM DINS y'7YP, o 0 M 45-,1• 46-1/2' 75.0 7&0 8&O &90 • o VANH FLANGE FRAME I • • • U.- F1A„cE oldsS=DIMS • • • • 0* son • • :0091 es • i EQUAL LEG FRAME **:*0: ••• of • BUCK DIMS •••!•• • EQUAL LITES P • •• �••• �� • •• • • • - FIN FRAME • • •• by ' Dqr.JAVAD A10N0 BUCK DIMS ma PRODUCC REVISED t + F7/� .7632 II gingin Code tiro E7or[da g �' Acmpienop No '�.��•ISaQ� 0 'J NOTE: q�L GLASS CAPACITIES ON THIS SHEET ARE FLANGE ADAPTOR FReuE Q 2415 Browing n0-. BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLAKE outs W10-03 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ah�k 2 of 9 1/8'ANN.am 1/8'HEAT STREN'D GLASS /�i� r/ .075'inter= 078'Int ager M SetOp 1EPdh PEf Core Satlux CP l PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' eZ OBO'Into .090'Interlayer 7d Sallex GboAhd Color Glace Saflex GEear And Color Glass r 1 By'Eastman Chemical Ca. Bsr'Eastman Chemical Co.' OR 090'kderloayY�� 090'InterlIaayyeorr Mrcaroy SentryGlae Kuraroy SentryWas 8y'Kuroroy Americo,I= OR By'Kuroray America,Inc.'OR �p 090'Interlayer 090'Interlayer tt Kuraray Butaeite PM Kuraray Butaelts PVB t. By'Kuroray AmWco.Ina.' By'Kuraroy Americo. Inc.' p AM3 t/8'ANN.GLASS 1/8'HEAT STREN'D GLASS M1• SIUCONE 5y� SILICONE j zm GE 1200 't Y7 GE 1200 Y1 DOW CORNING 899 N 8 '.I DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 Q O A O O E8 E8 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES WIDER THAN 30' 4 WIDER THAN 30" GLASS TYPE 'A' GLASS TYPE 'BO0 5/18'MALL LAM.CLASS S.M.I.)Ma 5119'OVERALL LAY.GLASS O L ( & 1/8"ANN.GLASS 1/8'HEAT SIREN-0 GLASS p .075'aflu Intarlarar 078"IrdoriWith W1 OSaflax CP th PLT Core Satlah CP With PEf CoreEastman Chemical Co.' By Eastman Chemical080'Interlayer ago'hdsrtayer ••• SoRex Clear And Color Case Saflex Clear And Colar Goes • • • rn • By'East an Chemical Co.' By'Eastman Chemical Co.' •• • • •OR OR1/4'AIR SPACE 090'Interloqyer 1/4'AIR SPACE ago"Itorlooyyaar •••••• ••• ••• Kuroroy Sentrygas Kuroray Sent Ia. • By'Kuroray America,Inc.'OR By'Kuraroy America, Inc.'OR •••••• • 1/8'ANN.GLASS O90"Interlayer .090'Interlayer p0 •!• Kuroroy Butacite PVB 1/8'HEAT sTREN'D IiEASSS Kuroroy Batoclis PVB •••••• ••• • By'Kuroray America.Inc! By'Kuroray America.Inc.' � •••••• ••• a"'Le ••• 1/8"ANN.GLASS 1/0"HEAT STREN'D GLASS • ! �r ppF.. •• •• 000 $ SILICONEZ SILICONE •••••• • •• GE 1200 g GE 1200 • • • • $ DOW CORNING 899 DOW CORNING 899 • • • ord !•• M1 j DOW CORNING 995 p Ml l DOW COMM 998 .•••• •2' XL EDGE SPACER XL EDGE SPACER o • ST.STEEL.BY'CARDINAL' _ ST.STEEL BY'CARDINAL' •• •OR OR • • <m o • O DUURASFAL BY'OUANE1t' o OURASEAL BY'QUANEK' •••• u ' OR OR Ell SUPER SPACER BY'QUAMV tH SUPER SPACER 13Y'QUANDV Erqn aIAVAD PRODUCT RBvm Croll. withMod 4 AT 1/4 POINTS ALL SIZES 4 AT 1/4 POINTS ALL SIZES FEL ME 70598 's`�pl `! •e � ' 3639 Bnildwg GLASS TYPE 'At' GLASS TYPE 'Bl' Asap 1 'L�lt7 0.70"OVERALL INSUL.LAI.GLASS (L.M.I ONLY) 0.70'CVERALL ML I.M.CLASS J 3 0 2015 � �� drawing no. (S.M.1.) W10-03 IN ORDER TO QUALIFY FOR SYALL MISSILE IMPACT RATING FJITERIOR PLY OF GLASS TYPE'Al'&'Bt' MUST BE TEMPERED. Lsheet 3 of 9 "YP1QAi ANCHORFLANGE & FLANGE ADAPTOR FRAME 4w SEE ECFV. ,gy POR SPACING METAL o Ym00 SUCK .�..:I STRUCTURE Z •d:.• :. 'EDGF..DIST. TYPICAL ANCHORS •°4 v a ' A e FSEE fl•EV. Er--.:= _----------'� .a ' a.-' a.:< I1 MIAMI—;ADE COUNTY APPROVED I 1 a .a. FOR SPACING I 1�MULLION k MULUON ANCHORS ED<TE DLhT. DIST. \ i;SEE SEPARATE NOA 1 I EDGE 01ST. i k E8 ANCHORS fANC55 HORS TYPICAL df FOR SPACING FOR SPACING 16No 7y d`r� C , 2 3/S'MIN. YVOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM e AND TRANSFER THEM TO THE BUILDING STRUCTURE. g a SWEEP LOCK 2 3/e MN. TYPICAL, ANCHORS: SEE ELEV. FOR SPAaNGOPTIONAL TO v 1 EGRESS LOCK 1 ° Fw120 It%F=92 KSI AT SILL �� ]/4' DIA ULTRACON Ef ELCO' (Fw17/KSL Fy=155 XSQ p ' ��. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES s E5 \` 1-1/2" MIN. PENETRATION INTO WOOD ••• v3 N © -------' THRU 1 BY BUCKS INTO CONC. OR MASONRY ••• •• to N to • O E4 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY•• • 4 o p Pon, •• • Zz •• " DEPTH SHAH BE 2%". THE USE OF ••• w C � • W DIRECTLY INTO CONC. OR MASONRY i DEEPER OR BEVELED WOOOBUCKS IS •• d F i t 5 PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASO�•••••:• a 3 0 • •i i • • Voav • iI INTO METAL STRUCTURES 0000 soI. STEEL : 12 GA. MIN. (Fy — 36 KSI MIN.) ••••• :::e •• • •• ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.? • c (STEEL IN CONTACT WITH ALUMINUM TO BE "TtrA Qm PAINTED) • •• 1 #14 SMS OR SELF DRILLING SCREWS (CRADE;2.64•• • I • c 0 • INTO MIAMI—RADEW0�1 COUNTY APPROVED MU5 (MIN.•THK. _•rQ*l I• •• R •• (NO SHIM SPACE) • • • •• •i ! t TYPICAL EDGE DISTANCE •• • •• : • INTO CONCRETE AND MASONRY= 2' MIN. •• • INTO WOOD STRUCTURE - 1" MIlt m o+ n i INTO METAL STRUCTURE = 3/4" MIN. •^®9 No WOOD AT WAD. SILL OR JAMBS SO= 0.55 WN.all O I t COICRETE AT HEAD, SILL OR JAM Po = 3000 PSI MIN. C-90 HOLLOW BLACK AT JAMBS I'm — 20°0 PSI MIN. o Enw-JAVAD LVI PRODUCI'RSED yyIyy f 1 + 41 . < CML w conoy,ng%vhh dm FknWa T d e. FLA.PE#70M putIcftCade .03/ !O s L A �OBio 0 •EDGE DiST.G. ° .• °•' :• .• ' $ I E°LLiEVAN°HORS aMh®i Aahrt drowing no. • TYPICAL.ANCHORS FOR SPACING SEE 1Tn ' SEE El". W10-03 II WOOD DUCK FOR Gheet 4 Of 1/4-MAIL BUCK MOTH 1/4-WX. FLANGE & FLANGE ADAPTOR FRAME �Y+V SHIM swMs o O ' SEE 8". Z "CAL ANCHORS D i TYPICAL ANCHORS O SIE 1 S0 FOR SPACING ��•g a. FOR SPACING ' Ma FLANGE ADAPTOR FRAME 0. ' V•v o .o S � U STRUCTURE .1. >4" ,SY O EXTERIOR a WOOD SUCKS i t D.L OPG. O a s 3 1/V MUCK WIDTH 1/ �! SHM TYPICAL ANCHORS O TYPICAL ANCHORS W i OSEE ELEV. 0 SEE ELEV. W FOR SPACING a,a FOR SPACING I •*00 vi En _ • WOOD ••••• • d SC, • c WOOD STRUC,U ••• • o r •• ••• • w •• • • 1BY ••• • ••• •• • WOOD BUCKS • N • • • • • (' •• AUMh�DE COUNTY • ••• :••• • MULLION &MU�ON ANCHORS 1/z-'1'P• • •• SEE SEPARATE NOA O •• • • • • • BUCK WIDTH BUCK WIDTH • • INTALLATION DETAILS SHOWN ON PAGES 4 •• • AND 5 APPLY TO BOTH FLANGE FRAME AND M77 FLANGE ADAPTOR FRAMES. •r d �r it $6 d I I <m o in 11 1 I I _ ,w: wvw AK A.D PROAUCP RE:VtSBD t ClVL ascmplftAWh,IaFlorldn i FIA. J I72*= 1 1 C AN AA�aeplmlooNo i _; — — — — y E3 Det° }9j By drawing no. !14 X 1-FH.SMS. W 10-03 ahe•t 5�9 TYPICAL ANCHORS FIN FRAME H.IV B1IMTRATIYE DTLS.ONLY SEE ELEV. FOR SPACING c W.OR FINISHEST.FINISH NOT BY CGI Z 3 HOUSE WRAP \S TYPICAL ANCHORS: SEE ELEV.FOR SPACING wQ NOT BY CGI AS SMS (GRADE 2 CRS) E, INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1--1/2° MIN. PENETRATION INTO WOOD C a � p a S5 M2 I ILI MS .I J m N I SWEEP LOCK i 1 OPTIONAL TO REta GRESS LOCK 3 T SILL O Ow / ,/4'Mo' im NNOT BYOOD STRUCTURE 1 4•P T � ••• y © GAP • • •may '•.• jAO •• a. ,/2'MIN. • cn • O E4 = • • • o p M '.' UL 0 ZZ� 1• _ o •.. . ' .' • i .. III - - e _ _ - •• • •G � • •• 54 •• • I HOUSE WRAP ES NOT BY CGI E7 ES EXTERIOR o•^ e MS O.L.OPG. 0< m u c 14 BACKBEO CAULKING E2 Engn AM AHM PRODUCTRPVIS10 CML as complying with Gto Florida HOUSE WRAP FIA &7v* ane w l5•oSl2.J0 BsB NOT BY Cal 4I o 3 51 � By' ,Miami / Pcodud dnmfng no. W 9 0-03 TYPICAL ANCHGRS L MIS SEE ELEV. FOR SPACING ISh881: Of 9 LTSM PARI/ QUANTITY DFSCRIMON MAT23M MANF./SUPPIM/REMAEKS E7 CGI-100 1 FRAME HEAD W63-TB - E2 CGI-101 1 FRAME SILL 6083-TB E3 COI-102 2 FRAME JAMB 6063-T6 - z W` E4 CGI-10.7 1 MEVW RAL 6083-T8 - E5 C01-104 1 LOCK RAR 6063-T6 EB CGI-105 1 HANDLE RAL 6063-T8 - E7 CGI-108 2 SASH PAL 6053-T8 - E8 C01-107PAS READ. 5/18•GLAZING BEAD 6063-T5 - p ES CGI-108 REOD. 0.700'GLAZING BEM 8087-75 - E10 CGI-109 REOD. FRONT FLANGE ADAPTOR 6053 TB - E11 CGI-110 READ. NAL FIN A APTOR 6063-T5 -E12 CGI-1351 FLANGE FRAME HEAD 8083-T6 -E13 COI-1382 FLANGE FRAME JAMB 8083-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-TS - E17 CGF-805 OPPONAL SCREEN FRAME 8083-T8 - aall � Mt CGI-332V AS READ. GLAZING BULB VINYL.(DUROMETER 75-M SHORE A) FVC - O M2 CW-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEO C UVER/SH4i,V LANG AT ANCHOR LOCATIONS FVC M4 - 2/UTE SETTDIO BLOCKS EPDM OUROMETER 0035 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUN. M10 - 2/WOW. BLOCK/TACKLE BALANCE - 1151 OR EQUN. ... M11 W23201NO AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. o M12 OGI-128 1/WDW. EGRESS LOOK ALUM. SUU_VM1 Lu Lu ,t M13 CGI-131 2/WDW. HANDLE RAL END CAP NYLON M&M j 4 M14 I E2601 OWN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. 7 °�x cV M15 00I-133 4/WDW. SASH OUIDE(SPIRAL BALANCE) NYLON • •• {A7 N�p •:• M18 OM-130 2/WOW. SASH TOP OUIDE(SPIRAL BALANCE) NYLON MdAi• • o +jp M eR • M17 A3073MI-32 1/WOW. CAA LOL3C • •JNZ 2404 946 M78 COI-132 2/WDW. SASH STOP.2"LONG FVC PMTVO-R EQUIV. M20 CGI-125 2/WDIN. SASH CAM(0/17 BALANCE) NYLON MIW•••• O M21 - 2/WDW. B/T BAIANCE TACE OUT CUP - om 616 iyIV. o •� • M22 146-8 2/WOW. WEEP COVER NYLON OR EQUN 000 a .- M23 COI-134 - SRL SPACER PVC OR W IV. •• •• 000000 ••• • S2 - 2 OR 3/CORNER 10 X 1 1/4"UL PHL PH.SMS. ST ST.ASSEMBLY SCREW -0• •• •• S4 - 4 WOW. 8 X ye PH.SMS.ST ST BALANCE BRACKET SCREVF - - • SS - 2/WOW. /8 X 1"LG.FH.SMS. ST/ST,SPWIL 8.ASSEMBLY - • • • • o >3 0 se _ 2/LOCK 6 X 1/2"L.G.FH.SMS.O CGI-133 do CAM LOCK - - •, n :Iga �g<m� o D*r.MW AHM PRODUCT REVISEDCie N o FIA PE 76p692 �Lfld ft�fhe Florida CAM.3538 AcmPlan�y lVO ration Date � 3 � dmt91` N�8 JU 15 W10-03 � Sheat 8 � 9 i 2.505 2.605 JJ 1.745 .811 .811 ,.6-4t, 50 .745 .� 1.245.745 1� 1.015 ,.0,8 J 5.3,15 E, FLANGE FRAME HEAD Ef FLUSH FRAME HEAD Et1 NAIL FIN ADAPTER8 n ,.683 1.563 1.007 a� .las .089 .065 TYP. TYP. .068 �� 2.113 TYP. ,.388 3.175 3.175 1.015 VENT TOP CORNER o 3.675 1.426 1.429 1.220 zw t.000 d F�---2�OS 9� 2.605 E4 MEETING RAIL FRAME TOP CORNER 12201 CCC w Eta FLANGE FRAME SILL OE2 FLUSH FRAME SILL Lam/" o f 00• g rT7 .500 1.301 1.301 1.043 •• • p N M • 1.768 S2 • • a p$M •• OggTop • • •• ZZ(�vl�. ••• Fim 06S •••t•• 3p v • TYP. 7YP. 1.015 V ••• Z,� y� •••• • O • OLOCK RAIL I •••••• i•• $ •• •• 1.015 1.015 FRAME BOTTOM CORNER • VENT BOTTOM Can1[I+• ••• • •• • • 2.1195 •• •• ••• .745 .745 •••••• • •• 2.546 2.348 • • • • c�&� ••• O •••• Eta FLANGE FRAME JAMB FLUSH FRAME JAMB • • • • 085 • • • ••• .490 .120 1.043 jyp, i •• • • • 4 • •705 .050 TYP. .705 .050 TtF'. 1.015 0 4$a '654 O HAND RAIL m o O 5/16`GLAZING BEAD O .700" GLAZING BEAD m 1.395 E%n AD NORAD 1 ChL PRODUCT REVISED 1.448 .745 1.460 M. ,70592 m I=itplpla8 with the moffda g 1.'.385 r 180 CAN.3838 $ldCodds .1 ola t3 617.050 .060 1.023 .085 1.OtSSSO .080Date•� 14,3t-- - b ade drllring no. lio 2015 W10-Q3 O FLUSH FRAME COVER SCREW COVER O SASH RAIL Et6 FLANGE ADAPTOR sheat 9 of 9 8/10/2015 Florida Building Code Online SW� rim Ho dda IJCpartm6ntof SCIS Home I Login I User Registration Hot Topics Submit Surcharge Stats&Pacts Publications FBC Staff BCIS Site Map Links Search ' Busines Professi I Product Approval USER: Public User Regulation I ! Product Aooroval Menu> Product or Application Search>Application List>Application Detail * +' FL# FL4334-119 � Application Type Revision Code Version 2014 Application Status Approved 0000 *Approved by DBPR. Approvals by DBPR shall be:reW8wed an8•r'alified bV00:0 the POC and/or the Commission if necessary. 00 0 : .060 •. 0000.. 0000 0000.. 0000.. .0006. Comments .00606 :00000 6 • 00.0 0 000.. Archived _ 0 0000.. ... . 0000. .. .. .. 0000.0 0000.. Product Manufacturer Masonite International .. • . . 0000.. Address/Phone/Email 1955 Powis Road 00•.0.0 0 . 0 West Chicago, IL 60185 00 0 0 000 0.0060 (615) 441-4258 • sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email https://www.floridabuilding.orgtpr/pr app_dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaRwHGK%2fQyxxRDC'78%2fE%3d 1/6 8/10/2015 Florida Building Code Online Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 6666 . . 6666 6666.. Equivalence of Product Standards •• •• • Certified By '••;•• •••• •••••• 660609 0 . 0 6666 .0666. 6666.. 6666 . 00060 6666.. ... . 66660 .. .. .. 6666.. 6666.. . 0 . . . . 600000 00..0. Product Approval Method Method 1 Option A ; ;0.0.; 00 0 6 000 0 0 . . Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary of Products FL# Model, Number or Name Description 4334.1 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF https://www.floridabuilding.org/pr pr_app_ mpx param=w q yvq w o x o 0 6 8/10/2015 Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" max FL4334 R9 AF 504B.pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.12df .... Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & klanagement Jogtitute ..4 ... where pressure requirements as determined by ASCE 7, Created by Independent Third Party: '..' : . .. Minimum Design Loads for Buildings and Other Structures, Evaluation Reports ...�.. '.:..• .. .:0 does not exceed the design pressures listed. 3'-0" x 8'-0" max FL4334 R9 AE 503B.pdf ...... . nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes.. �•••�• :' '•0 anchor detail DWG-MA-FLO121-05 for additional information. ••••• • .. •. ...... ... . ..... 4334.3 Fiberglass Side-hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelite's '• 0 04 •;• Impact Rated . ... Limits of Use Certification Agency Certificate ; 00, • 0• •• Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF"o • ;•; • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date •• • Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 501B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate https://www.floridabuilding.org/pr/pr app_ tl aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFFHC78%2fE%3d 3/6 8/10/2015 Florida Building Code Online Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 501B.12df max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.5 Fiberglass Side-hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Goes Design Pressure: +55.0/-50.5 Installation Instructions 'G o e G• *else* Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf G• Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &W6-vj Wment1jlestitute ee :G where where pressure requirements as determined by ASCE 7, Created by Independent Third Party:666.66 0 0 Minimum Design Loads for Buildings and Other Structures, Evaluation Reports 066660 :000:0 ;' '•; does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.pdf 0060 0 .. .. max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Aass.s 000 0 ..I.:. 000 .. .. required. See anchor detail DWG-MA-FLO120-05 for additional 0 .. .. . . information. •••••• . . . . ...... 4334.6 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Siddites'. Impact Rated • Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFMC78%2fE%3d 416 8/10/2015 Florida Building Code Online 4334.7 Fiberglass Side-hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0123.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 501B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate es 0000 fed see Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.03.PDP •"' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration l5ate0.. : 0000 '. 0000 .. ... Impact Resistant: Yes 02/28/2021 • Design Pressure: +60.0/-60.0 Installation Instructions 000000 Gs se* Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0122.12df 00000000.. 00000 0 Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & 940A'Aemenl Institute '• fees., fee' . Goose where pressure requirements as determined by ASCE 7, Created by Independent Third Party:..•0.• 00 000000 Minimum Design Loads for Buildings and Other Structures, Evaluation Reports •Osseo 0 does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.12df • • O • max nominal size. Hurricane protective system is NOT Created by Independent Third Party:,Yes• 0 0 required. See anchor detail DWG-MA-FLO122-05 for additional *.so : 0 ss. :00a0 information. 00 8aek NT-t Contact Us :: 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 Statement 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 mall.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 official 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 click her . Product Approval Accepts: https://www.floridabuilding.org/pr/pr�-app_dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFIEC78%2fE90 5/6 8/10/2015 Florida Building Code Online WI FM 99 N p • • •••• •••••• •• • • •• • •••••• •••• •••••• • •••• • • • • • • •••••• •••• • ••••• • •••••• ••• • ••••• • • • • •• •• •• •••••• •••••• • • so 0 https://www.floridabuilding.org/pr/pr App_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFIEC78%2fE%3d 6/6 NOTICE OF PRODUCT CERTIFICATION �CER71F7�.q e Baa �o ' Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 West Chicago,IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w an w o i elites w ood Frame unless noted) Specification:TAS 201/202/203-94/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X US Opaque 3'0"x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA►"120-05 X O/S Opaque 3'0"x 6'8" +70/-70 10.5 psf Yes • •NCTL-2 Q?r 00* •• Single %W&fnt:n Panel,4ize:3'0"x 6'8" • Anchor Detail-MhM0i20-05 • XX I/S Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes • CTL-210- -1 a**; •• Double •1V IdAft Panel Size63'0"x 6'8"' • •Aralvor Detail-64A-F1r0120-05 i•• •i XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes •••• CTL-2 - ••• • Double 8.25 psf* AWrVWn Panel.S!zj:3'4"x 6'8" • • Anchor Detail-MA-FL(Y20-05 ••• • XO/OX US Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3 101-1 age. a• Single w/Sidelite Glazed Sidelite Sidelite-Yes ••l0l&:rA0n Panel Size!3'0"x 6'8" • • Anchor Detail4WA-F1*0120-05•••a•• XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes • •NCTL-2 - - • • Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes •VWffm:n Panel Size-31Q,x 6'8'6•• •• Anchor DetailZ20-05• • OXO US Opaque Door 9'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-21 - 105- Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 910"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO US Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804)684-5124 Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P.E. 233 wMan St Manufacturer: Masonite DanvBla,VA 24541 Report* 504B 434-688-0609 Date: 05/21/2015 rllomas(&Idomasae.com Product. Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA FLO151-06 DWG-MA FLO162-07 DWG-MA FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity in shear condition: Solid members w/6 w/out gap: Fastener type:7110 wood screw (NDS 2012,TR12) Gap: g: 0.0000 in Root diameter: Or 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fr-Larch Main member:Spruce-Pine-Fr Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fm= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: IA= 1.140 in Mode I„ Mode I, Mode II Mode III„ Mode III, Mode IV qm= 509.2 lbs/in qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689 P= 580.5 lbs P= 707 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ko= 2.200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Z„= 264 lbs Z,= 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs K,= 2.2 P= 246 lbs P= 263 lbs ?= 235 lbs Min.Design value: Z= 107 lbs Z. 120 lbs Ko= 2.2 KD= 2.2 Ko= 2.2 Duration Factor: Ca= 1.6 Z. 112 lbs Z= 119 lbs Z. 107 lbs Allowable Design Value CZCo): Z'= 171 lbs/anchor Fastener type: 1/4"ITW Tapson N.O.A.12-0816.06 Substrate:Hollow block Minimum embedment: 1.25 in Edge distance. 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z- 202 lbs Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value(Zf,v.D: Z"= 156 lbs/anchor Minimum anchor capacity: 156 lbs/anchor Note:Anchors whh the least capachy Is used for calculations to qualW anchors with higher capacity. Anchor ca/culatlons.minimum reaulred anchors 36.38 Design pressure: 85.0 psf Area Load Max. Anchor t Zorn ( ) (lbs) Ind, (in) O.C. Cap. Qty Load Result 12 79.25 (in) (lbs) (lbs) A3 2.3 195 N/A N/A 156 2 98 OK AZ 7.7 656 6.00 18.00 156 5 131 OK i i ••i i i i i i �\\ R• .L.Q /// �► ♦ \/ ♦ I *• 051 •*' .. • 0 . . . . TAT OF i . . . • • . . . • •• •• • • . •• •• Luis R.Lomas P.E. ••• • • • ••• • • FL No.:62514 1 of 2 5/28/2015 Luis R. Lomas P.E. 233 W Ma1n St Manufacturer. Masonite Dandle,VA 24541 Report#: 504B 434-688-0609 Date: 05/21/2015 rllomasblrlomasoe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYR 6.00 13.45 MAX.O.C. 79.25 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. �� R• 1 d/��i —*• 0 51 •*� • ••• ••• TAT 4F •i�� ... . . . . ... . . X//?///II1111410 • • • • • • • • Luis R.Lomas P.E. • • : :•: : : • : FL No.:62514 • •• •• • • • •• •• 5/28/2015 2of2 ••• • . • ••• • • Lo .. ® 149'MAIL 0wRALL FRAME WIDTH O 20.5" MAX 36.375" MAX. cD HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. O J 6'-B°DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL � �FRAME WIDTHgo � �- 3� .GENERAL NOTES 1313 1313 C� 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO � THE FLORIDA BUILDING CODE AND WHERE PRESSURE U REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM m y DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF iq •••• A HURRICANE PROTECTIVE DEVICE (SHUTTERS). son o • ••••• 00, • ••• 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 • • • • AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. • • •••• •• 4. PLASTICS TESTING OF FIBERGLASS FACING: •• : • 4• TEST DESCRIPTION DESIGNATION RESULT 001 04 • • ggg SELF IGNITION TEMP ASTM D1929 752'F > 650'F • • Y itWQ RATE OF BURNING ASTM D835 0.56 IN IN C-1 • g$ta ••••• SMOKE DENSITY ASTM D2843 53.4X ••• TENSILE STRENGTH* ASTM 0638 3.2X DIFF • • • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • • • • 4500 HOURS XENON ARC METHOD 1 •• •• •• O ••• • DOUBLE DOOR UNff X/SIDFLfTES ••:•: • coaftwA ItDmw• • •• rn rn to U D�9 ••• • �z0 w �J In cwi�i�,ta�Q 1313 13 13 ONO 1313 ® ® 13 13 13 ® 13 ® en jaz _ as 0- •� � � • •� � �• x��fi� to L L 1-41, 00 IOU I C-fol 'n SINGLE DOOR UNff DOUBLE DOOR UNIT SINGLE DOOR UNf7 SINGLE DOOR UMT DOUBLE DOOR UNIT W/SfDELITES 4.WUUmSU WHERE WffH SlDELRE �,�()� z WATER INFILTRATION PERFORMA CE IS DESIGN PRE I REQUIRED TO BE 15% OF DESIGN PRESSURE ! We 2/11/05 TABLE OF CONTENTS cg An 06MNNG I OUTSWING O NG• Sate N.T.S. SHEET DESCRIPTION +7 . -7 .0 - 1 -19.0 +7 . - .0 + 0.0 -70.0 am SINS 1 [CAL ELEVATIONS do GE NOTES + - + - +19.0 -19.0 +40. _ + .0 -50.5 2 LOCATIONS & DETAILS OX or XO 75 + -50. mm, +19-0 -19.0 +40.0 t -50.5 CmL en 3 ANCHORING LOCATIONS & AILS 0X0 112.5 +50.5 _ +19. -1 +40.0 -40. ;:3 _ .5 KURT BALTHAZOR CRANM�: OXXO 149 +50.5 1 + FLORIDA P.E. • High Dom oA Design #56533 OWG-MA-FL.0120-45 ww-L Cr 3 SDD 8' SEE DETAIL s` to --1- 3• 3" 3" 3• 3rk . 3• 1 I I I I Na I I I I _ �4 3 m o n a �n L0 a SEE DETAIL y pro' r SEE DETAIL _ � 0 _ _ {� a�Aa •. •. •.• C A w B � � •i • • • •• C .. f G H ••.•• H ••• — B' — a a G — s•••• 3- 6". II I I ••••• . • s • • m o� ILI 3' 3, • 6. B' SEE DETAIL 6• •••••• ts 'F• • • • to (n rnawa ASTRAGAL RETAINER BOLT HOLE 9z MUST BE DRILLED THROUGH °f vii o:a z g 110 x 2" THE THRESHOLD & INTO THE w 0 V) Fo< #8 x 2-112- STRUCTURE DEEP ENOUGH z w o m DETAIL "E" ASTRAGAL 110 x 5/8" FOR A 1.375" THROW ATTACH ASTRAGAL RETAINER BOLT J8 x 2-1/2" 110 x 1" " " m 10 x 5 8" STRIKE PLATE TO FRAME DETAIL F ASTRAGAL m t` 0 / 10 x 1" a a AS SHOWN. 110 X 2" 0.124'MOIE&M I RAMW INSMT e7 0.090'SAKE%0I0 DETAIL "C" lndden�Sllt� 0.124"ANNEAM Me MV. DETAIL "D" TYP. cmaftt1w. w o v m s z OR mm x 1-1/2•PHS 2111405 L '.: DOW 932 sruE N.T.S. i 0.882' DOR OME % 0R EWJ& 0.0.M, SWS 1.375' �� 1.75*L7 .047• am_•n T T T AL GLAZING D INSWING THRESHOLD OUTSWING THRESHOLD HIGHASM O/S THRESHOLD IMPACT RATED GLASS °Wr-w1-F'0120-03 SHEET 2 W:3:71 gx: Do K4 cc s° co SEE DETAIL 3. 6" Q 'E' SHT. 3� 8" 3" 3" O or-_t �- s" s"-•� 6' I I I I e' 6' I I I I I Q Q ° T �, -{ ° _ n - - to U L0 2 SEE DETAIL — N"D' SHT. 2 — dz� SEE DETAIL W •• •• •;• "C" SHT. 2 A W — *Gr 9 oleo• • W • to 41 0:6 G H 6. B"r I /r 'r 1 6" i I II II •.: il 0 0 0 3' 3'"1 .s 6' •• 3 • 3" 3 3' • • • AddenAmloNNY SF' SHT. 2 6" 8' • •• •••i• ' • • • ••• N •• • D W� ATTACHMENT DETAIL t.IN' W y° a tH s", R 0.25 HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��m�aa z SIGNED AND SEALED BY ROBERTO LOMAS, PE m a Z SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o a o a o (FLORIDA #62514) WITH THE LOWEST (LEAST) CL—� �_ www x FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. az�jL) z' BEING CONSIDERED FOR USE. JAMB, HEAD, AND t.•. 2. 4" X 4" FULL MORTISE BUTT HINGES. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY oo SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION a a N a LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". I xt/2' CORRUGATED tOx2'WOOD SCREW (2� OX2-t z" y' "' '• R 3° M EACH END 8° FROM El�CH END DSC 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50'[— AND AND to oc EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 1 _5"MAX wwa mxZ OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM AMC MINIMUM EMBEDMENT OF 1-1/4". CAULK ® W: 2 tt 05 CL-•-I ACCFW ® WAM* M.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CAULK �cL mm ft SwS TRANSFER LOADS TO STRUCTURE. aac er: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE N•: ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) m-w-FLano-os —-L or 3 MIAMH ADE MIAiiI1 DADE COUNTY a 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 -mm.miamidsde.goy/economy CGI Windows&Doors 10100 NW 25"Street Miami FL 33172 COPE: 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 includin the Hi h Veloci Hurricane Zone. DESCRIPTION:Series"Sentinel"Unelipped,Extruded Aluminum Tube Mullion-L.M.I. 11 PROVAL DOCUMENT:Drawing No.M10-01,titre "Series Senrin-1 llnOippMum. u lions", sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and twit Ivs been no change in the applicable building code negatively affecting the performance of ti s product.•••** ••• •' TERMINATION of this NOA will occur after the expiration date or if there has becn.a revi§1oLQechanW6..;. in the materials,use, and/or manufacture of the product or process.Misuse of this,96A as an endorsement 0 of an product, for sales, advertising or an other purposes shall automatically t e this• QA Failure•••o Y P g Y PrP Y ��# � •. to comply with any section of this NOA shall because for termination and removal*MNOA. • ••,••. ADVERTISEMENT: The NOA number receded b the words Miami-D 0 e bbun •Flo g a, a• ••• P Y 00 0 ty. l; ti�0000 followed by the expiration date may be displayed in advertising literature. If any f".1ion of tke NOA is .• displayed,then it shall be done in its entirety. 0 0 0 •000.0 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by tke0manutacturer or N...: distributors and shall be available for inspection at the job site at the request of the Building Ox:,I o- 0 0 This NOA revises and renews NOA#11-1031.07 and consists of this page l and evidence pages E-1 and E-2,ad well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-1103. M�AWIbDanE coulvrY Expiration Date: September 22,2020 Approval Date: March 05,2015 Page 1 r 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 Unclipped Alum.Mullions",sheets I through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,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 202-94 along with marked-up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0303-11,dated 03/24/11,signed and sealed by Vinu J.Abraham,P.E. (Sit bntNed under NOA No.11-0330.2.2) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Ai 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 an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0301-10,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 09/23/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. *sees 0..0 0000.0 D. QUALITY ASSURANCE • 0000.. 0000 0000.. . 1. Miami-Dade Department of Regulatory and Economic Resour wg. RER). . 0000 0000.. 0000.. E. MATERIAL CERTIFICATIONS 1. None. • 0000 .. 0000.. 0000.. • a 0000.. 0000.. . . . . . . . . 0000.. .. . 0000 0 00 0 Ma wel_Ppr .,P.E. Product Contro E• miner NOA No.14-1101.09 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'h Edition(2014),and of no financial interest,dated October 4,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. RTL-0080-0303-11,issued by Hurricane Test Laboratory,LLC,dated March 24,2011,signed and sealed by Viou J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-00$0-0301-10, issued by Hurricane Test Laboratory, LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under 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 NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows and Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. 0000 0 660006 0000 . 0000. 0000.0 000 . 00009 0 .. 6. .. 9609.6 0000.. 0000.. 0000.. . . 0000.. La .� Manuel Pena ez, .E. JProduct Controlxa iner NOA No.14-1103.09 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 . . ... . . . ... .. .. . . . .. .. . • • • • • • • • • • �4, 1.02 .. • • • • O Q � ,000r • . . • • • • .• • • :0: • .. • • lM9 3.�G ..4.006. . . . ... .. g� 2.500 .126 TYP. .123 TVP. k^ .i26 1YP. 1 X 2-1/2 STD. TUBE 1 X 3 STD, TUBE 1 X 4 STD, TUBE 6063—T6 6003—T6 6063—T6 O M SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS z WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW O SERIES 120 SENTINEL HORIZ. 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 lop o p REQUIREMENTS OF THE FLO(6M BUILDING OWE KCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 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. INSTRUCTIONS, <m ANCHORS SHALL BE AS LISTED.SPADED AS SHOWN ON DETAILS,EMBEDMENT USE CHARTS AS FOLLOWS. TO BASE MATERIAL SHALL BE BEYOND WALL COJFMG(STUCCO,TSE M). 2 ANCHORING CONDITIONS OTHER THAN THOSE 94M M THESE DETAILS FOR STEP 1ARTICULAR OPEMN DEIERMNE DESIGN I=QUfRED PER ASCE 7 Engr.JAYAD NMAD PRODUCT REVISED � 1 ARE NOT PART OF THIS APPROVAL CARL as campl*9 with bio Flmide i A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER cAH X382 SWI&Ig Code ANCHORS INTO WOOD ONLY. PRODUCT APPROVAL. AooepazrceNol4•lla3 0 k LLVE6NS DICLUWNO BUT N(IT UM1fEO TO SIEELAlETAL SITRFaVS,THAT COME INTO lSRNO CHARTS ON SHEETS 3 THR11 S SELECT MULLION TYPE Pat Mton Dote Q CONTACT WRH DINER DISSQIIAR MATERNLS MEET THE REQUIREMENTS STEP 3 AND ANCHOR LOAD SPE I WITH DEIGN RA BO MORE 1HAN E B OF THE FLORDA BLDG.CODE. THE DESIGN LOAD SPt3ICGr IN STEWINDOWS 1 ABOVE. o, 1i 201 drtmfn no. STEP 4 CAPACITY OF SELECTED CGP9 WMDOW3 AND uC1Umw r'-I I 9 MUST EQUAL OR E(CEED REQUIRED LOADS. �r ' .s M10—01 THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT e,feot 1 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . 8, I OR 2 ANCHORS - u AT EACH SIDE OF MU w (AT WHOM FRAME) tUSED E, FLANGE ADAPTOR AND FLUSH FRAMES CAN3' tYICAL SfE CHART'S'FOR CAPACITY SEE CHART'A'FOR CAPACITYIYP SEE CORM.AFOR AT ALL MULLION COMBINATIONS. d I 1 � L • %/ %/ %{• • %f ••• •• W a Ll wt W2 I WT w2 I ` wT W2 z ui FRAMESa Ll lJ LJ FRAISE OR E BBEEWJAL.lF0 TYPE O SEE SHEET 7 FOR FRAME 6EWlS W W i EXTERIOR EXTERIOR EXTERIOR W1 +W2 D FIXED TO FIXED S.H. TO S.H. H.R. TO H.R. WIDTH �W) 2 SEE CHART'A'FOR CAPACITY- SEE CHART A FOR CAPACITY-\ SEE d{ART'A'FOR CAPACRY-\\,) T z o l .. PRO LEI I I I 1 1 t I RODUCT RBVISHD g$$ wt W2 wT W2 wt w2 aamplying with da Florhle Building Coda Ace. cc No 4' •c a� rl `a�� a�l I I I 6 FirMbnDota o W 41 s�'��/y��/(// 0>3 A�!/nde ProdOct �< m n o :- Engn MW AKMAD o FLAPEI F, 70592 333 7 drawing no. EXTERIOR EXTERIOR1DRERIOR FE J Id 6 015 Aq 1 0-01 FIXED TO SH FIXED TO H.R. S.H. TO H.R. 4 sheat 2 of 7 . . •.•• . . ••• .. .. .•. .. .. . . . . . . . . . . . CHART'A'DESIGN LOAD CAPACITY-PSF CHART'A'DEBION LOAD CAPACITY-PSF �U gj MULLION WITH ANY CONBINATON OF SERIES SENTINEL MULLIONWRH ANY COM89WTAN OF SERIFS SENRNEL Q FIXED,HORIZONTAL SWING OR SINGLE HUNG VAN= FTXE0.HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS 9f 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT • • • ••• • ••• wmOw DIMS. EACH SIDE OF MULLION EACH SIDE OF MALIGN WINDOW DIMS. I EACH SIDE OF MULLION EACH SIDE OF MULLION • • • • •• •• • •• •• z � LARL TUBE MULL TUBE MULL TUBE MULL TUBE NULL TUBE MULL TUBE MULL TUBE PULL TUBE MULL TUBE NULL TUBE MULL TUBE MULL ME •• • • • • WIDTH(9h LWRL SPAN W107H(Y>)NULL SPAN 1X2-1/2 1%3 1X4 1X2-1/2 1X3 1X4 1 %2-1/2 1X3 1X4 1X2-1/2 1 %3 1 %� ••• •0• 0 •e• ••• 19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 24' 90.0 90A 80.0 90A 90.0 90.0 28-1/2' 90.0 90A 90.0 9Q0 90A 90.0 30' 90.0 90.0 90.0 80.0 90.0 90.0 P 37' S0-5/8' SMD 90.0 90.0 90A 90.0 90.0 38' 90A 90.0 90.0 90.0 90A 90.0 1i 49' 85.0 88.0 85.0 90.0 90.0 BOA 42' 48' 90.0 90.0 90.0 20A 00.0 80.0 •• • • • •• 000 •• 1t3-1/8' 88A 8.0 $5.0 80A 90.0 90.0 48' 80.0 BOA 90.0 80A 90A 90.0 • ••• • • • • •• •• p,1 Q 19-1/8' 80.0 90.0 80.0 SOA 90.0 80.0 54' 90A 90.0 80.0 90A 90.0 90.0 • • • • • •• • • yry� 28-1 82.8 82.8 82.8 90A 89A 80.0 60' 90A 90A 80.0 90A 80A 90.0 •• • • ••• • • ••• .00 37' 63" 88.1 86.1 88.1 828 90.0 90.0 24' 90A 90.0 SILO SOA 9" 90.0 49" 57.7 57.7 57.7 70.0 90.0 90.0 30' 80.8 80.8 80.8 90.0 90A 90.0 Q7-1/8' 862 88.2 58.2 079 90.0 90.0 38" 72.0 72.0 72.0 90.0 90.0 90.0 Z t3ri G 19-1/8' 80.7 85.7 85.7 80.7 90.0 90A 42^ 80' 88S 66.5 BBA 89.7 90.0 80.0 28-1/2' 59.0 BS.B 6&8 599 789 00.0 48' 53.0 63.0 63.0 84.1 90A 90.0 37' 78' 44.8 31.2 512 449 59.8 90.0 54" 61.1 81.1 61.1 80.9 90.0 90.0 49' 38.6 43.1 43.1 30.6 489 83.8 60" 809 609 609 799 90.0 80.0 53-1/8' 34.9 41.5 41.5 34.9 469 81.7 24" 75A 75.8 75.8 77.1 00.0 90.0 19-1/8' 57.4 769 789 57.4 76.6 00.0 30 83.3 63.7 83.7 83.3 84.4 90.0 0 �h 28-1/2' 42.2 56.3 57.3 42.2 56.3 80A 38' 849 56A 58.0 549 72.7 90.0 3Y 88" 31.4 419 44.2 31.4 41.9 73.6 4Y 72" 48.8 60.8 80.8 4&8 649 90.0 �g 49' 25.2 33.6 3&7 252 33.8 58.1 48' 449 r44.5 47.3 449 59.4 90.0 OO 83-1/8' 23.9 319 33.1 23.8 31A 5" 64" 41.7 44.8 41.7 85.7 90.0 19-1/8' 48.2 64.3 704 46.2 64.3 90A 80' 389 432 39.9 83.3 90.0 LL 28-1/2 �" 35.4 47.2 53.6 35.4 472 829 24' 47.9 83.0 47.9 84.D 90.0 a� 37' 26.2 354 412 26.2 38AW511.4 30" 39.1 32.6 39.1 82.1 90.049' 209 27.9 339 209 27.8 36" 33.3 45A 33.3 444 78.1 19-1/8' 39.6 829 089 39.6 529 4Y • 28.4 41.1 29.4 392 88.926-1/2" 96' 28.0 38.7 49.6 29.0 39.7 48' 269 37.8 26.8 35.5 62.3 Z 2 lL37' 21.4 2&6 38A 21.4 289 84" 24.6 30.4 24.8 329 67.6NOTE: 24" 319 54A 31.9 425 74.7 MUWONS RATED IN THESE CHARTS WITH ANY COMBINATION 1" 28.8 349 449 289 344 809 OF FIXED,SINGLE HUNG OR HORIZ SLIDING WINDOWS 38" 96• 21.9 29.3 36.8 219 29.3 51.4 � MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 49' 259 34.6 23.6 45.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 1 48' - 23A 314 - 23.0 40.4 MULLION SPAN MULLION SPAN o y1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MILLS ALL OTHER ANCHORS TO BE AS PER ALL OTHEEMR ANCHORS TO BE AS PER WINDOW NOA DES WINDOW NOA DETAILS 424 i W1 W2 W1 W2 ' I NOTE: <m u �i i• �• REFER TO PAGE 2 FOR OTHER COMBINATIONS. c EllEh9n JWD AN= pRODUCT REVISED ttItI{ 1 CIVIL 70592as aamplying with Ila Fioride a N DtdldinB Coda S Amptaaca No��^llU3•o9 h h lixpimton Data 2D?D W1 +W2 W1 +W2 Mi oprodhrctCaelr5l drawing no. wtoni (w) = 2 wlDrH (w) = 2 � Ot� M10-01 FLANGE OR FLUSH FRAMES FIN FRAMES eheet 3 or 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . CHART'B'DESIGN IAAD CAPACITY -PSF CHART'8'DESIGN TAAD CAPACrrY-PSF �U MUL1tC4 WRH C01iBINATiON�'SERIES SENTINEL MUILHON 181Hf COMBINATION SERIES SENHINEL M SINGLE HUNG WR010NS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXEO TRANSOM • • • ••• • ••• 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT WMOW DIMS. FACT SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMB. EACH SIDE OF MULLION EACH SIDE OF MULLION • • • • •• •• • •• •• Z z WIDTH(Y)MULL SPAN MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE 1YmiH(y�MULL SPAN MILL TUBE MULL TUac MULL TUBE MULL TUSE MULL TUBE MILL TWE •• • • • • !+ 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1 X 2^1/2 1 X 3 1 X • • • • • • !" 19-1/8' 90.0 80.0 90.0 90.0 90.0 80.0 24' 110.0 90.0 90.0 904 90.0 90.0 •• ••• • ••• • 26-1/2' 90.0 WA 90.0 50.0 20.0 MO 30' 90.0 90A 90.0 90A 80.0 90.0 37' 5-5/8' 90.0 80.0 90.0 904 90.0 90A 30' 90.0 90.0 90.0 90.0 90.0 90.0 �C 49' 85A 85A 85.0 80.0 90A 90.0 4r 48 90.0 SDA 90.0 90.0 90.0 80.0 •• • • • •• 90* •• 63-1/B" 85.0 8&0 85.0 90.0 90.0 90.0 48' 50.0 90.0 90.0 90.0 90.0 9&0 • • • • • • • • R n • ••• • • • • •• • i7 19-1/8' 90.0 80.0 90.0 90.0 90.0 90.0 54' BOLO 90.0 80.0 SOA 80.0 80.0 • • • • • •• • • 26-1/2' 826 S28 82.6 90A 90.0 80.0 60" 90.0 90A 90.0 90.0 904 90.0 • • • • • • • • • 37' or 68.1 69.1 65.1 80.0 80.0 80.0 24" 90.0 904 90.0 BOA 904 90.0 SIT�` 49 57.7 57.7 57.7 804 90.0 90.0 30" 80.6 80.8 60.8 90A 90.0 80.0 83-1/e' 5&2 502 562 88.5 90A 80.0 38" 72.0 72A 720 90.0 90.0 90.0 W 18-1/8' 85.7 85.7 85.7 90.0 90.0 904 4r w S&5 68.5 88.5 90.0 90.0 90.0 Z ifs 28-1/r 65.5 65.5 658 77.7 00.0 90.0 48' 03.0 63.0 83.0 90.0 00.0 00.0 10 e�11 37' 78' 51.2 812 81.2 311.5 73.4 904 04' 81.1 61.1 61.1 90.0 90.0 90.0 49' 43.1 43.1 43.1 47.7 80.0 86.3 60' 80.5 60.5 60.5 ODA 00.0 90.0 53-1/8" 41.5 41.5 41.5 45.5 572 829 24' 758 75.6 7&6 90.0 904 90.0 19-1/8' 74.8 758 788 748 00.0 90.0 39' 63.7 03.7 63.7 82.8 00.0 90.0 26-1/r 5&0 57.3 57.3 55.0 89.1 90.0 36' 8&0 58.0 5&O 71.1 89.3 90.0 37' 85' 40M 442 44.2 409 51.4 "1 42' 72' 008 50A 80.8 53.4 79.6 90.0 N 49' 329 3&7 3&7 329 41.3 668 48' 47.3 47.3 47.3 5&1 729 90.0 CK^ 53-1/8' 31.1 35.1 3&1 31.1 39.1 63.2 54' 449 448 44.8 54.4 80.4 89.6 19-1/8' 629 708 708 629 79.0 90.0 60' 432 43.2 432 52.1 65.4 86.4 q 28-1/2' 80, 4&2 53.5 63.5 4&2 58A 00.0 24" 62.6 63.0 83.0 62.8 7&6 90.0 37' 34.2 412 412 34.2 43.0 69.4 30' 51.0 528 528 51.0 84.1 00.0 r 48' 27.3 339 33.9 27.3 34.3 55.4 38' 438 45.8 45.8 438 54.8 8&3 19-1/8' 51.7 884 65.9 51.7 68.0 90.0 4r �• 38.4 41.1 41.1 3&4 45.2 77.9 2 �M 26-1/2' 88' 37.9 47.8 498 37.8 47.8 789 48' 34.7 37.8 37.8 34.7 43.6 70.4 =z l 1 37' 279 38.1 3&0 279 351 $67 84' 321 3&4 35.4 321 40.3 85.1 5 pp 24' 41.8 522 $4.0 41.5 522 $4.4 O- 30' 33.7 424 44.8 33.7 424 688 20 NOTE. 38' 98' 20A 35.0 388 2&6 38.0 5&1 MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES 4r 25.1 31.5 34.8 25.1 31.5 609 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. ({MERPOLATION BETWEEN WIDTHS ALLOWED) 48' 225 252 31.5 22.5 262 48.8 MULLION SPAN i OR 2 ANCHORS AT EACH SIDE OF MULLS p ALL OTHER ANCHORS TO BE AS PER Fi" WINDOW NM DEMILS Wt W2 �i i �i o rod Z C 6 m V 3 Er4n JAVAD AHNADo PRODUCI'RBVIS[D �i t CML as wmplft w8h the PfwwaFLA.PE f 7092 / A.N. Awepmtmae No 14•It VS.LW ;�� WIDTH (W) = W1 Y : droWlnq no. B 5 2015 M 10-01 eheot 4 of 7 •• •• • • • •• •• • • • • • • • • • • • MART'C'DESIGN LOAD CAPACITY-PS F CHART'C'DRSIGN LOAD C_APACTTY-PSF 4 U �j 1 INN 2 ANCHORS1� HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL HORIZONTAL MULLION WITH CO94A710N OF SEPoES SENTINEL A7 EACH SIDE OF MULLION(0 WWFAME) DOW FRAME) FD(ED OVER ROM AIDING WINDOW FDW OVER HD182.BMW WINDOW 1 ANCHOR Al 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT ••• ••• ••SEE FOR ••• 191ND0®DHSS. EACH SIDEOF MULLION EACH SIS OF MULLION aINDOTf DAIS. EACH SIDE OF MULLION EACH SIDE OF MULLION • : • • • 0 • : ••• 0 o MULL TUBES MULL TUBS • •0 • • • • • PWINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WINDOW WINDOW TRANSOM MULL TUBE i X 3 MULL TUBE MULL TUBE . 000 000 • k • • Q WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HDW HEIGHT 1 X 2-1/2 1 X 4 1 X3 1 X 4 �+ 12' 90.0 80.0 90.0 90.0 12• 90.0 Sao 90.0 no 18' 904 90.0 90.0 90.0 1S• 9D.0 90.0 90.0 80.0 24• 90.0 SOD 90.0 GOD 24' 90.0 90.0 90.0 SOA 6-4 •• G • 52-1/8' 30• 90.0 90.0 00.0 90.0 36" 30• 00.0 90.0 90.0 90.0 � �•� � �•• �• � •• t?o � 36' 90.0 80.0 Sao 90.0 36• 90.0 904 SOD SOD • • • • • • • p 4z• 90.0 9DA 80.0 ea0 42• 90A 90.0 9D4 904 • N • • • • . .• • O 2• 48• 90.0 no 90.0 GOD 48• 90.0 90.0 90.0 90.0 12• 90.090.o 90.0 90.0 12• 90.0 90.0 90.0 90.0 18• 90A 90.0 SOD 9aO Is, 90.0 90.0 90.0 SOD 24' 90.0 90.0 90.0 no 24' 84.0 84.0 90.0 90.0 3 Q 73' 30• 81.6 81.8 90.0 904 82-1/8' or 30' 79.3 79.3 90.0 SOD O 36' 74.9 74.9 SOD 90.0 36' 76.1 78.1 80.0 90.0 42' 69.9 69.8 BOX 90.0 42' 74.1 74.1 GOA 90.0 48' 66.3 86.3 88.9 no 48' 73.0 73.0 SOD 904 Fit 90.0 90.0 no no 12• 66.3 70.6 84.8 SOD '- ��VIM 12• 18' 90.0 80.0 SOD 90.0 16• 60.7 83.4 779 GOD ' � (n � 24' 90A 90.0 9a0 80.0 24' 88.2 58.1 719 90.0 2 1/2' 3• 4• K 52-1/8' 30• 90.0 90.0 SOD 90.0 73• 30• 329 54.1 87.2 90.0 COJ 38' 90.0 90.0 90.0 no 38• 49.6 51.0 1 63.4 GOD 8 4Y SOA 90.0 90.0 mo 42' 47.3 48.7 80.5 99.3 oa 37-3/8' 41Y 90.0 9a0 90.0 9" 48' 45.5 48.9 582 8&1 12' 90.4 90.0 90A SOD 1 d N M 18' 85.9 88.1 90.0 90.0 0 3 24 778.8X6 90.0 90.0 Z Z 7Y 30' 699 699 90.0 90.0 /eb rn O 36• 64.8 84.8 83.4 90.0 � 42• 61.0 SIA 78.4 90.0 PRO OAR O 48° 08.3 88.3 74.8 90.0 12' 604 90.0 1 90.0 90.0 18' 90.0 90.0 80.0 90.0 24• 90.0 SOD Sao no 36' 30' Bob 90.0 90.0 90.0 C 38• 90.0 90.0 00.0 90.0 FIXED OVER H.R. 42' 90.0 Sao 90.0 no 48' 90.0 90.0 90.0 ROD 7 & 12' 90.0 90.0 90.0 80.0 $ 18' 90.0 no 90.0 90.0 24• 80.0 90.0 90.0 80.0 NO - a c ^ 52-1/8" 49-5/8' 30• 90.0 no no Sao m o� 38' 85.9 85.9 Sao Sao 42• 83.3 83.3 90.0 90.0 or 81.9 81.9 90.0 90.0 o 12' 79.1 1 SU GOD BOA Em.JAVAO ftW PRODUCTREVISED e 18' 71.2 73.1 90.0 90.0 FIA PES Deildi Coda 8u Plorms 24• 86.0 66.1 83.2 80.0 CAN. Aaepttuxo No Q•//p �. >Ix rat Dale 73' 30' 80.2 81.0 774 90A ..,.. 7 � 36' 5&4 57.1 72.1 90.0 �• y� 4'L• 03.4 84.2 88.3 80.0 /jl(1 48 ��iCt w1 dI00g t10. 4s 51.2 62.0 65.4 no M10-01 '`o�� sheat 5 of 7 • • •i• • i • ••• • • • • • • • • • • EDGE DIST. TYPICAL ANCHORS U 1BY AT EACH SIDE OF MULL(AT WMDOW FRAME) s SMS 5 1—i/4'IAN.WOOD EOR 2 J�{�, v METAL 2BY WOOD BUCK 1 OR 2 LY o WOOD BUCK SEE SHEET 3&4 STRUCTURE WOOD STRYCTURE • AT SEACH�OF M 4 • 000 a t,' .' .4 •`. v 1 ': ULL FQRCAPAQiIY • • )• FOR CAMORY • Z < < •°S • .< d..'•• <'? ° d.' < e z ° EDGE DIST. EDGE DIST. i • • < E • •• • i ••• iv \Ili a- c • ••• • Q� 4 I---------- as1 • • I t v X41 • • • • j. j! • \ a � i • • • • • u II •i Q dla�p TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I I t OR 1 OR 1 OR I tt1 AT EACH SIDE OF MULL AT EACH SIDE OF MULL AT EACH SIDE OF MULL U, BI f@f 1 SEE SHEET 3&4 SEE SHEEF 3&4 SEE SHEET 3&4 t HIM FOR CAPACITY FOR CAPACITY FOR CAPACITY Q Z te31 I t tY 1 j TYPICAL ANCHORS: SEE Eger.FOR sPacixc WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ,I/4' D)A. TAPCON BY.'fTw' (Fu=125 KSt,Fy=100 Ksi) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o � I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1--1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) W I FLANGE, FLANGE ADAPTOR AND x1... THRU 1BY BUCKS INTO CONC. OR MASONRY g 41 I FLUSH FRAMES CAN BE USED w } 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) AT ALL ANCHORAGE CONDITIONS. 6 a i DIRECTLY INTO CONC. OR MASONRY PG 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) n 0 zt 1/4' DIA. ULTRACON BY 'ELCO' (rwm KSI,Fj 15B KSI) 2 3� 111 0 M M � W 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE Z Z 1-1/2" MIN. PENETRATION TATO WOOD (HEAD/SILL/JAMBS) C�� o_ iWS ; i THRU 10Y BUCKS INTO CONC. OR MASONRY I t 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) I^ 1•-1/4' MIN, EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 •114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o R 8 t WHEN USED THE MIN. WOOD INTO METAL STRUCTURES R I = BUCK DEPTH SHALL BE 231<°.STEEL . I I ALUMINUM?G/8"'rHK MIN. (8063—T5 MIN.) TMBEYELED wOoBCKEs OR I i (STEEL.IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED. I TYPICAL EDGE DISTANCE c i a INTO CONCRETE AND MASONRY = 2-1/2' MIN. a R 1 ; INTO WOOD STRUCTURE a l' MIN. o< m v INTO METAL STRUCTURE a 3/4'MIN. 01111 WOOD AT HEAD, SILL OR JAMBS SG= 040 MIN. S •� CONCRETE AT HEAD, SRI.OR JAMBS ire= 3000 PSI MIN. Emr.JAMAD ALOUD PRODUCT REVISED gyyyjv�v m complying with do Plmtda b a, C-90 HOLLOW/FILLED BLOCK AT MMS fm = 2000 PSI MIN 2 Bmldingcode 4/fo3• o • .. Dy g _ •< I <. i talion Data :.;:,':•:°_ °;`a'. * EDGE TMST• o FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. tl B <•a, _s'g t ' '° TYPICAL��oRs ALSO APPLICABLE TO SINGLE HUNG AND x+ do Product 1 drawing no. 1 OR 2 • AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, , MIO-01 RM 3&4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. sheet of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . . • • 0 Soo 1963 �U V .800 1.301 � o F2 SOS V7" 0 p95 . . • 000 1rn. •i�, Iso2.505 2.440 3.,75 2.505 M40 • I"911 3.878 428I 1'335 ;�1.055.995 .745 1.000 • •.• ••1.996 2.846 , • • •1.000 • • • •• 0', V • • . • • • NN 2.80.5 �7 • • • • • z � 666666 SERIES 130 SENTOOL H.R.WDW. FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB SERIES 110 SEMM0. SERRS�120�N71�0. • • • •.• •• o d FIX. WDW. RANGE FRAME S.H. WOW.MANGE FRAME JAMB S.H.WDW, FLANGE FRAME HEAD ,S.H. WDW. FLANGE FRAME SILL H.R. WDW, FLANGE FRAME JAMB FLANGE ADAPTOR O Col-116 001-136 CGI-135 CGI-137 COI-139 CGI-109 1.301 1• 2.737 .812 ABB 0 OBS 2.505 1.Oyp�, rn'• .065 TYP. OBS 2.440 2.81J I $ 2.505 TIP 3.17$ 2905 c 1.335 1.015 Bit 1.429 1•� 1.880 1.24$ It 4! .743 .745 TV. .800 .991 .050 O W A4 • 2.348 1.015 2.805 2.737 1,395 8 1.498 SERIES 110 SEMM0. SERIES 120 SEMMEL N o H.R. WOW. FLUSH FRAME HEAD H.R.WDW, FLUSH FRAME JAMB S.H.WOW. FLUSH FRAME SILL H.R. WOW, FLUSH FRAME JAMBj� SERIES 130 S H WDW FLUSH FRAME JAMB S.H.WOW. FLUSH FRAME HEAD C/9-101 ca-116 FIN ADAPTOR N M FlX, WDW, FLUSH FRAME COI-102 CGI-100 CGI-1S9 C01-110 3 Zz� 1.015 1.0151- 1.140- 1.140- M55 y gyi 1.140 5.540 U 0 M55 3.930 .06S 4.430 TYP. 3.185 �. �q Fl 3.685 V85 29M cog d 2.440 2,44p SSS SERIES 120 SENFM v SERIES 120 SEMMEL H.R. WDW. FLUSH FRAME SILL H.R.WOW. FLANGE FRAME SILL CGI-113 m a CGI-138 g<m u o Engr.JAVAD AIBIAD PRODUCTIUMSED pipI CML as complSG�g�cilh tim Ptmlda d C,A N tS Building Cuda 33 Acccptm NO14-110909 `^ Exlp�im�lim Data '/ zo a� ,1, A4idm 8 /F 2p'Jp IVIi Dade P L • dmwing no. ,/F/ 11 M10-01 sheet of • 8/11/201-3 Florida Building Code Online rI �i,� f I�Ida UCpaItmentc)f BCIS Home Log In ( User Registration Hot Topics Submit Surcharge , Stats&Facts Publications FBC Staff I BCIS Site Map I Unks Search , Busines@USER:PI ofeJsi I Product Approval Public User Regulation Product Approval Menu>Product or Application Search>Application Ust>Application Detail FL # FL15920-R1 *' Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com .. ... . . . . . .. '. TeGCno:Fj!are;l;0t.?Vve •••Addtes9Ahorie/trnia4•• •�• �_uality Ass*&ance.RdprOsentative '. 6dtesS/PhchejE ja1 ... . ... . . . C.ateggry, Windows Saibcate f ole Fixed • .. .. . . • .. .. 1/3httPs://www.floridabuildin .or'Pr/ 'aPP—gflas x?PVMQwtDgsDdFYerPIwHD3ktsOj8%2farrX5oiAWamZ08EXOF2lxCQ%3d%n3d 8/11/2015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15920 R1 COI Indep.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code .. ... . . . . . •• Prad1uGe�Qp;rdv$I.Me%od Method 1 Option D . . .. ... .. . . . .. Date Submitted 04/28/2015 ' "' fee ' 05/01/2015 • ate Vali0dat0 • 0 •': Date Rendinj.FBCAdp�p*l 05/10/2015 Date Approved 06/22/2015 SViprnan of�roduc& i •• .. . . . .. ..� https://www.floridabuilding.oropr/pr app_gd.aspx?palM=mriEVXQwtDgsDdFYerPIwHD3ktsOj8%a2faITX5oiAWamZo8EXOFi2lxCQ%3d%3d 2/3 8/11/2015 Florida Building Code Online FL# Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15920 R1 II Dwg.pdf Approved for use outside HVHZ: Yes Verified By: Frank Bennardo P.E. 46549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15920 R1 AE Eval.pdf Created by Independent Third Party: Yes Contact Us:: 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 Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mall.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 official 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 click here. Product Approval Accepts: 01 NO 99 kiC»f uli Ott:-ERIcs- a •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • •• • • • • • • • • • • •• • •• • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.or*g?p*r/pr App_A.asp'x?pa?eM wtFVXQwtDgsDdFYerPIwHD3ktsOj8%2farrX5oiAWamZO8EXOFi2lxCQ%3d9o3d 3/3 jgPwEwRwTN ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT • •• ENGINEERING EXPRESS® EXPERT 0000 .. 0000.. PRODUCT EVALUATION REPORT 0000.. 4/27N015 •• 0000.. .. .. .. •";•' Applicetien Numbe;: FL#15920.1-R1 "••' E)4PJpjTt Nurglber.•• 15-2370 0 • •000 •• Prodtict ManufeelVer. TM Windows, LLC MaheMureradtitess: 601 N.W. 12th Ave. •• •• •••• Pompano Beach, Florida 33069 ••••0• 0000 PrdMT Name&Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is,for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. 0 TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which , evaluate the product based on comparative and/or rational Raised. j' I Valid for analysis to qualify the following design criteria: P'ge ►VV tD. •`'•. 2 1. Anchor Spacing •'• ' 2. Maximum Allowable Size/Pressure •• '�J Combinations • 1 •• 3. Architectural Shape Options a 4. Glass Capacity :L. B al - 5. Anchor Capacity �:4 C.A.# 5_ 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i ENGINEERING 4!27/2015 EXPRESS`°' TM Window,LLC.—Series 300 Aluminum Fixed Window(LMH) Page 2 of 2 �I No 33%increase In allowable stress has been used in the design of each product. TjQJ;Ijwving qe approved for use in the HVHZ as specified in their corresponding NOAs: ' ••' •....; • •t uPQnt SG Interlayer(NOA#11-0624.02) ••.••• •. • :lYuPint PVB Interlayer(NOA#13-0129.27) ..... . ... ...... jmpa6t 1!esishiffce: • Large and SmalltAseile Impact Resistance has been demonstrated as evidenced in previously listed test "••••• reptxV,pnd is�codrted for in the engineering design of this product. t- .. . . 00 1 ...... . . . Wind X. Md Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e.engineering drawing). i Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted i for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). i I i i i 160 SW 12TH AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i FRANK,P.E. ■ TM WINDOW & DOOR ;l�ft.7h.% ■ _�SERIES 300 ALUMINUM FIXED WINDOW = ;. YJOBO°aJLY ._ LARGE AND SMALL MISSILE IMPACT RESISTANTTM lilt ' 1 N DOW'S W I6 GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202 1203 &ASTM E1300-04 STANDARDS. o 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALT.BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC g LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA O kdT BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O STATED HEREIN. 0 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SATE. S FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR D 3R W REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN COMUNCTION WITH THIS zC ilii O v DOS U PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE I9OSTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE -� a EXISTING STRUCTURE. ITU °: i 6. MULTIPLE UNITS MUST BE INSTALLED USING STRU, RAL MULLIONS APPROVED BY OTHERS OR UNDER 0 SEPARATE CERTIFICATION. p 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 1-1 ' 8 WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 30.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.O.A.*13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.OA.* �+ ° 11-0624.02 g 3 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY gg RESTRICTIONS. Q 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE uu °, ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR U.C. �} 14. ENGINEER SEAL AFFDMD HERE TO VALIDATES STRUCTURAL DESIGN AS rc SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,eL al.INDEMNIFIES&SAVES HARMLESS THIS •• ••• • • • ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL. • • • • FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, 9 • i • STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. • •• • i 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • • • • 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND •i • i • •• INVALIDATE THIS CERTIFICATION. 15-2370 SCALE, NM I of PAM DESCIOPMN, •• ••• •• a COVER SHM • •• a FL #15920.1 • • • • • • • • • • • •• •• • • • •• •• P.E. NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND Lz' TYPEX.FOA®CCiORS POSSIBLE ARCHITECTURAL SHAPES: SHAPE. OR , z 3'MAX FROM JOINT WELD 6*MAX.FOR ANCHORS ANY JOINT OR POINTS TYP. TYPE B CORNER X� • r OF (MAY VARY) tu� �' SURFACE APPLIED FALSE MUNTINS L9 W UE SIDED TRIANGLE HALF-CIRCLE EYEBROW ARCH GOTHIC m TRAPEZOID $ 1 wok ow9� ui �o HALF ELLIPTICAL ��—IIr- 4 J HALF EYEBROW TRAPEZOID ___-j.____1L__— � d• EXTENDED FULL r O PENTAGON ELLIPSE All p�a � ':. ®r", ! Ogg / D.L.O. Z 6 }--FRAME WDDMM QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION OCTAGON � HALF ARCH OVAL D.LO.WIDTH-WINDOW WIDTH-4^ D.LO.LENGTH-WINDOW LENGTH-,V 7� ELIPTICAL FL #15920.1 HALF FAN EQUAL LEG • •• • • • • ••• • HEXAGON TRIANGLEofT ••• •• • • • •• x FAN Il �� ? 15-2370 ALLOWABLE SIZES&LOAD Y BLL �TERMINETlBY! RIBINGf.RCHIT[CTURAL 1 sawn Nre Ol PA6H D)�CRiP110W SHAPES IN SQUARES OR RWrANGLF THAT DO N�T E EED SIU ON`AG:S 4/8&5/B. Y •• • • • • HOTDOG WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES M IKI*D TO A .MAX. • • HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. ••• • • • • ••• • • • • • • • • • • • • 0:0 ••• •• • • • •• •• • • ••• • • `P.6 EXISTING HOST EDGE DIST to STRUCTURE METAL STRUCTURES(STEEL OR `� •.. ALUM.1/8'MIN.THICK) �� •''• STEEL:Fy=36 KSI MIN. ANCHORS PER ANCHOR 28Y WOOD BUCK S<L ALUMINUM:6063-T5 MIN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 0 ELEVATION FOR SPACING MULLION TYPE AND SIZE. a v gVLr rrIn� 2 EE DIST EDGE DIST =*;• U Ix WOOD �',,D�°• .�� BUCKCK(OPTIONAL). NOT BY T.M. 1 4 1/4°MAX SHIM 1 14 1/4°MAX SHIM 1 WANCHORSCHEDULE. /4'MAX SHIM 4 1/4°MAX SHIMANCHORS PERANCHOR SCHEDULE. >U SEE TYPICAL ANCHORS PER //I�� k 6 G7 4 ELEVATION ON 4 ANCHORS PER 4 ANCHOR SCHEDULE. I.�1Zill SHEET 2/8 FOR SEE TYPICAL Z ry 3 SPACING SEE EV�ONL ELEVATION ON w �+ 5 3 SHEET SSHEET PACING FOR SPACING FOR 7 MIRE J '01 O OPTIONAL g Ba SURFACE APPLIED MUNTINS SEE ELEV.ON PAGE 2/8&ANCHOR 1 z TYPICAL ANCHORS: CHARTS FOR SPACINGBQUANTTY 00 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. tl MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND = TRANSFER THEM TO THE BUILDING STRUCTURE. O °d o o �a ti ,Aj µ°ii � TYPE'A'-1/4'DIA.ULTMCON BY'ELOD`(Fu-177 951, Z�mo C O THRU IBYBY INTO CONCRETE(2846 PSI MIN)OR GROUT 3: FILLED BLACK(ASTM C90) 0 e g o 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLED m BLOCK. Z g O }., TYPE;B'-1/4"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, � 8 g � Fy=155 KSI) g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) BED OF ANCHORS PER ANCHOR 1-1/2'MIN.PENETRATION INTO WOOD 6 I SEALANT SCHEDULE.SEE TYPICAL O m ELEVATION ON SHEET 2/8 TYPE'C'-1/420 DIA.SHEET METAL SCREW(GRADE 5 2 4 FOR SPACING 3 MIN)(FU-120 KSI,Fy=90 KSI) INTO METAL STRUCTURES(5 PINCHES PASS THE d THREAD PLANE MIN.)STEEL'%'THK.MEI. 3 1 14 1/4°MAX SHIM ALUMINUM: KSI MAV) INUM:1/8°THK.MIN.(6063-TS MIN) Ix OR 2x WOOD BUCK (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED (OPTIONAL).NOT BY T.M. OR PAINTED) d •• 000 • • • • • •• TYPICAL EDGE DISTANCE • • • • • • • • INTO CONCRETE/GROUT FILLED BLOCK=2-1/2°MIN. • •• • • • • • INTO WOOD STRUCTURE=1°MINI. • •• • • • • ••• • GE • • • • • • • • • INTO METAL STRUCTURE=3/4'MIN. d . ••• •• • • • •• owrremua oeXPRESS EXISTING HOST 15-2370 sraucruRE Pwrm• �� lar NTB Ol • ••• • ••• •• • covmetET • • • FL #15920.1 r1-'TYPICAL SECTION % • .' ;. ; ; ; ; 3 6'-V-D° VERT;&& • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAN P.E. METAL STRUCTURES(STEEL OR ALUM.1/8'MIN.THICK) �� .rs v 9��'• STEEL:FYa 36 KSI�. 18Y OR 28Y 1/4'MAX SHIM 1/4'MAX SHAH lx OR 2x WOOD ALUMINUM:6063-TS MIN. WOOD BUCK INTERIOR BUCK(OPTIONAL) 1/4'MAX SHIM r— 8 V OE1Y — 4. ... 4 B BED 8 4 BE SEALANT SBEEAco BED OF WYf �• Z m�j igJ ANCH ANCHO DOLE. I 14 14 ANCHORS PER ANCHOR '1— SEE TYPICAL I SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/B ELEVATION ON SHEET I O FOR SPACINGS ANCHORS PER ANCHOR 14 2/8 FOR SPACING W 4 Z SCHEDULE.SEE TYPICAL I 7 6 Z N 9 w 9 ELEVATION FOR SPACIET NG _ _ 3 .. .. Z G HOST W W 'a w 8 EXTERIOR 8 STRUCTURE N 1 L.O. 1 CW g FRAME WIDTH 1 —FRAME WIDTH 2 TYPICAL SECTION 6'=1'-0' HORIZ SECT SCHEDULE "A" FORSDua -RF r—.Ecmom-onmsR to mmm L110RE0TO:7o Pd(BEEPAGE2) O DESIGN LOAD CAPACDY (AM METHOD) a FRAIL FRAME GLABSTYPEMt GLASSTYPEM2 IMASSTYPEM3 GLASSTYPEM4 IGLASSTYPEMS GLASSTYPE►s GLAsSTYPEIGI hAsswmm g Dpaaom(7Q M•)P A F H P. I-)P F ♦ .8. -)P ♦ -P.BF-)P. (-)F.S.F. 0 FF4 a T §W 7 . 26 U2• n 7o i 70 70 ;eo so +SO SO SO eo w 130 70 70 80 80 Z F O9.py q Sr 70 70 70 70 80 80 BO so 80 80 190 n 70 so m O 63 U3• 70 70 70 70 ¢0 80 8O so s0 SO 190 70 70 s0 So g d C S 74 70 70 70 n so 80 SO 80 SO an 8D 190 70 70 80 SO 6 U $ 168 vs• - _ _ 66 so SO so 80 130 0 g` 111V4 so so SO so 80 190 O r^ o ` 281? 70 70 70 70 80 so 8O 80 80 80 SO 190 70 70 80 Bo 0 X TI 3T 70 70 70 70 SO SO 00 SO 80 80 BO 190 70 70 so 80 Z L" 89 IN 70 70 80 k n 80 SO s0 s0 130 s0 SO ri 7.r n n So so SO SO so so 80 13D 30 SO 8 )• ion 1w 80 s0 80 Bo 80 130 111w M so m ao eo 130 1 26 Vr 70 70 70 70 80 80 So 80 80 80 so 130 70 70 SO 3r 70 n 70 n eo eo s0 s0 M S0 80 130 70 7o eo au 80 80 M 90 NOTE: —Y—� —X—� 68ea �� eo so w WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED tows so 80 so 88 �� HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 111114- 80 aD —so eo g 281f2• 70 70 70 70 80 so 80 60 so so an 190 70 70 so s0 INC.d , A 3r 70 70 70 70 SO s0 so so an eo BO 130 70 70 w so 6 0:�S as.� coo eo 6O eo or 74• 70 70 70 n - EXAMPLE: 1a U4' 70 70 n n A WINDOW WITH A FRAME HEIGHT OF 63'AND FRAME WIDTH tttva 7a 7o n n 28112 70 7D 70 7o a0 so so SO SO 80 so 130 70 70 s0 so OF 533/8 HAS AN ALLOWABLE PRESSURE OF•P/980"10 • • • • • sr eo So SO 30 130 70 7o s0 so w 80 80 80 GLASS TYPE M4.THESE DIMENSIONS MAY�REVERSF� Q$N � � � � � 74 va• sa tre• � � � � _ ALLOWABLE FRAME HEIGHT OF 53% AND AN•ALLOV"LHFRAME• • ••• • 71 la WIDTH OF 63'FOR THE SAME GLASS TYPE AIIICIAL J31%i •• i i •• los w DESIGN PRESSURE.SEE O FOR EXAMP ALU 111v4 aDP1wt3RNs6�amF:w�e SCHEDULE'A.' 3r 70 70 n n 80 a0 so eo So s0 eo 190 70 70 80 so 28 lJr 70 70 70 70 BD go— so SO so 70 70 80 15-2370 M it 80 an so s0 - eaLa� NTS 01 77'� 7{' - n n 70 7o Pmm ••• o�CR>O•tmN� taeua • • • • • ••• •• 111114 • •• •• FL #15920.1 d ... . ... . . . . . . . . . . . • . . .. .. . • . •• .. ... . . . ... . . SENSE �0 IME NEW 000000mom 00000aooMAN © mMIN 00000000vomo©ooa oas00000v000som o 0000m�■000000mo©ov EMS WIN 000000NEEN oomomoo oasasasovooasasss oosomoNONE 0000c�momoo oasasas0000asasss 00000dom0000momoo oasasasoaosasasas oEao©dooc��s000m0000 ©asasas0000asasas 0000s00000�om0000 mssasasMINIMS SCSI 000000000000mmmoo o■aso©00000voaysoo 1011"1011117111 IME 1011 mom MINIMS o mm0000000moomo" oss000000000aasoo mm0000000000m0000 os s000vos000asaoo om000000v000m000a oas000mov0000asoo oasasas000vasasas 000000"MUM momoo oammsa ooMINIMS ss r ossovoom000MIN 1011 0aoo""SHE - oss000000000masoA ©asasas0000asasam oss0000000momasoo masssasovooasasas oasmoov00000masoo mososasoo■000aesos oms00000a000masoo oosesos00000m�osos ©as00000v000mascmo o�aaososa0000aissaa aes0000p000pmdsp0 NOW SHE as m000mvvovvoomamom oasasas00000aasas 0000vovovovom000v oasasas0000asasas 000am0000000mm000 osaasaaovoo�sassas masovov00000mssoo ossasasa000asasas 1011 MINIMS ©asasss000faasasas oasssasoIMS" sas masasasovovasasas • oasasas0000ssasas mosesos00000aasos . . ossasas0000sm SEE oasasaa000000■asos assasas000assssas oosososoc�■ca0000ses . 1 m!laaaaa000mmm mssoosososov000Imll . ' - mmoo aocaovovomooMM oososasao�aooKENN o©m©m©cao©vvom©000 ossasas000Imll s oasasas0000asasas p00p�p1011 am m0000 t7sa0sas�DOImill s masm0000vomWE= IME ©asasasoaooasasaa masomovooMAN MAN oo �aasaasavooasasas aasasasoaooasasas aosoaosovovasoaes assasas000c�asasas nososasovavasoss assasasoaovasasas oOWNS ovovsao vaos • • masasasoaoassasas dosososov115m ea aasasssovvossasss aoO©ooDaom�sooOovvO000DovvDoorr�avvOv000vvOv000mmmmomsoos000vvo aor�000sssoasssooa■ssoovvmo�vvosaaaasooassao ov "Lam 0oaeao01saeoesoaaSIONaass + oss00000000c�masoo m�■sasas000vasssas oasasas0000ssasas OEM ososasovovasosos oasasss�sooc�ssasas USE m osovovasosos oasasasdvomasasas oosasosoOURN sos ©asasasovoo■asasas Sam m sovovsaosos mmaa m00vaaessa oasasesesovasoaoa oasosososovasosos monvomvovovomo©ov oasasaseaovasasAs ��' 0000mINE111 oll o SESSION osasasas oNVIO ©vovomoo■ov masasasaaaaaseses oas000movcaNUE "o oosaaosovovasosoa ossoa0000000masos oovasasos aasasamomQ�■,�nr�rrwasas oasa�sosoaovasosea F om oasasss®rsn msasss oososaaosoNERN s �,,�msassm��m�Qmasas oosesaseiaovasesos .ssssaa�.ia omasasas oosasososasasasos oasasasesosasasss ©asasasososasasas mssssasiaaaaasasas oasesasoo�avasases oosoaesosa�aasosos �� oosasososo�aasosos oosoaoaasasasosas oosososasesasosoa oasasasosoOWNS s ROSE sssasovovasasas 5 GLASS TYPES ". " y 090 BUTACITE PVB .090 LAYERTE PVB .090 BIIfAC1TE INTERLAYER INTERLAYER IATERLAYER .090 SGP INTERLAYER �V Y iG"ANN. W ANN %a ANN. 3/ie"ANN )'a"H.S. 1/1 H.S. we N.S. %e H.S. * UI EALANT DEPTH MIN.(TYP- DEPTH MIN..I YP.) DEPTH MIN.(TYP.) DEPTHs SEALANT SEALANT SMIN.(TYPO S SETTING BLOCK o SETTING BLOCK o SETTING BLOCK i �Wu o ry SETTING�BIACIC �o AT Iq POINTS �0 4i AT 1/e POINTSn m AT POINTS �7 o S�CCC333 � U - M 4 W 39 � 0 a� Y WUJ T., .090 BUTACITE PVB %'ANN. .090 BUTACTTE PVB VAS"H.S. Q B INTERUIYER Me AIR SPACE INTERLAYER %e AIR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER 1/e ANN. )w H.S. .a 1/a°ANN. �e H.S. J 1/e°H.S. Ye H.S. Ye TEMP 1/e"TEMP J � SEALANT 1/e SEALANT 1/e° SEALANT 1/e" SEALANT%" 4h DEPTH MIN.(TVP.) DEPTH MIN.(TYP.) DEPTH MIN.(TVP.) 6 DEPTH MIN.(TYP.) O SETTING BLOCK a �wu SETTING BLOCK o �Pu� SETTING BLOCK oft SETTING BLACK o PP.+� AT 1/e POINTS o m AT K POINTS o�m AT 1/a POINTS o Gm AT 1/a POINTS o m 3 °d fff333 z g Q 08 MATERIAL SCHEDULE 0 ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 8 g�g 1 N3001 0.083"SRL/JAMB/HEADER EXTRUSION 8083-TB Tssi 2 TM-328 1/8'MASS STOP FOR 1"GLASS 8083-TB 3 TM-327 1/8"MASS STOP FOR 9/18'GLASS 8083-Te 4 - 0.050'SNAP COYER 8083-78 q a S - 0370"HIGH D VINYLS BULB AND 0.187"T-SLAT TPE POLYPROPYLENE FOR 5/18'GLASS ULTRAFAB 8 A 3 g 6 32001 VINYL BULB- 0.173"0 INSULATED GLASS OUSINO BEAD AMESBURY ■ g 7 32011 VINYL OLU- 0.270"10 7/18 AND 9/18 CLAW GLAZING BEAD AMESSURY ® 1 6 (2)88 X 1 SMS SCREWS AT EACH FRAME CORNER SAE DR 2 MIN FOR RECTANGULAR WNOOW SHAPES ONLY K p 9 = SEAN SEALER ACS SMEE-MOREHEAD rp ilbG , • ; •• • ! •• *ONLY APPROVED FOR LARGE MISSILE IMPACT 1) - SETTING BLACK 1"um AT 1/4 DINTS •• ••• • • • DENSITY RUBBER - OPTIONAL SURFACE APKIED M • • • • • • • 9363-TB• COPIRI011f&t00098Ss 1 - RAPID STRENGTH ROS7700 STRUCTURAL SILICONE EIASTOMETRIC ADHESIVE BY MOMENYIVMPE—MR—MANC-E 15-2370 1 - AWMNUM'U"CHANNEL 2'LONG AT EVERY ANCHOR LOCATION(TYP.) 8052 H32 ALUMINUM BdM81 NTS JUA - 5/18"XL EWE CLASS SPAC& ••• • •.• STS SEEL ALL METAL - COVER e}•Ef 7/18'XL EDGE MAW SWUM • • • ALL METAL _ PRUARY SEAL . .• .. FL #15920.1 �® - SECONDARY SEAL •• • BNECONE • 0 . . . . . . . . . . . .• •• ..• . .. .. ... . . ... . . • o BENNAN00.0.E } 1.269 Op •'•Le 0.129 0.080 —0.570— ! F- 0.031 0.350 �'. �.+ `oN •�• m m SURFACES ��ryO�� ,,• Rl N TVm IJ y o rn c In 0.056 Z (jI u' 8 � � 0.095 lL LLLLII ;rl � 3 -a 0.050 M a LU 3.033 ~ O b O 1.269 O O M �� O °d o. ZR o 0 m EXPOSED Q d o SURFACES 0.202 O g m r.� 0 m Trff O1.139z 0.050. —�. 0.165 O IY j -3.033 � NOTE:PART 0.813 { WH N$14 is NOT REQUIRED USI G THIS EXTRUSION 1.000- WHEN .000 u .420 •• 000 • • • • O�11 • • • • • • • 0.125 0.025 • 17 • • • • a • •0! • • • • O J C •• O •'p •• • • m 1 ppg�gq ° "' d 15-2370 0.070 T— �-0.030 o.ozsT o.oz& � 0.090 �M 01 • 0.040 080 Q.080 1 •mow �� is : • •1 : ; : : NOTE: O •; • •• ;e • •7 EXTRUSIONS NOT TO SCALE. FL #15920.1 (f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P.E FRAMES OF NON 0'• rN RECTANGULAR SHAPES SHALL �F BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ��• ASSEMBLY(TYP.). ui O z rm Z5 W N � (�13 y y� rye s U p1 J 0 p. u� rim o IS �Ja SEAM SEAL MAY HAVE TO BE o � REAPPLIED IN THE FIELD 8 BEFORE INSTALLATION OF WINDOW,INSPECfALLJOINTS TO ENSURE A PROPER SEAL I Ni 1 11 s • I. •• �.•• . . r• 1 • • ••3 : IgI . . : : I H .. ••• . • • . •• ormwommmmoom 15-2370 FL #15920.1 $"L" NT8 of . PAM 0 ... .. COVER SHEET • • •• • • • • •• #8x I"GRADE 2 SMS no ••• • • • (FOR 90°CORNERS ONLY) O s•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADS 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 OA www.miamidade.gov/economy CGI Windows&Doors,Inc. 10100 N.W.25t1 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 th High Velocity Hurricane Zone. DESCRIPTION: Series"160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-I APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,title "Seri 166§menmmt1`n'c1tswmg oors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad.Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile]Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets L&2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 2. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a 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 c4§gge in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an pndogementYl AWproduct,•• • for sales,advertising or any other purposes shall automatically terminate this NOA.FailtWQ to Lomply witk any • section of this NOA shall be cause for termination and removal of NOA. 40400.00 00.40 "' • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,FWAda, and followed by file• expiration date may be displayed in advertising literature. If any portion of the NOA.`s`a%playec;-the;It shau�. done in its entirety. ••• ""• INSPECTION:A copy of this entire NOA shall be provided to the user by the manufaotureo rdor its distribtltbrs anti shall be available for inspection at the job site at the request of the Building Official. :00:0: 0 606690 This NOA revises##13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as'well at approval c�acumerlt • • .00..40 40 mentioned above. •. :0: • The submitted documentation was reviewed by Ishaq I.Chanda,P.E. 4040 NOA No. 14-1015.04 MIAWMDE couN rY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets I thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#13-0226.06) 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-1 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 24113.2.1,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. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 and-2009. 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 Sentry Glass 0Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)j'Vpner Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayeJ*.ygAPfT core"„expiring ork 41 12/1�1//1�18. •••� F. STATEMENTS """ • 90*000 • • 1. Statement letter of conformance to FBC 2014(5a'Edition)and letter at Vq f nancl'dl ffl1 rest,:*0.00. prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed bpJavad AhrMad,P.E'0 00 0 2. Lab compliance and addendum letters, as part of the above reference&testTeports. 00 00 G. OTHER :09:0: 0 00 0000" 1. This file NOA revises#13-0226.06,expiring 08/08/18. :•••• 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25%Yt approvedbj*AER. ' Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 37-1/4' 72' HEAD ANCHORS AT STILE ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH • • • QUANNIFY CHART ••• "t 2 ANCHORS MAX, SEE CHART FilR�1 IT, 0 Z 3 6^MAX, 3' AT snLE ENDS R'C' HEAD/SILL 3' 6' 3` • • •• SHIM WO 'B' • 'C•HIADSILL 0 CORNERSq I_ CORNERS A ••• •• 1/+� + + • • 1 i t t 3/8' 8 8 8 iPA3 7 T — II / i / i i \ ii • • • • • • • • • � yah i / ! t \ilii_ •• i•i i•• i• •• i3 ^-rr- I �Y _ • • • •0 0• • • • • C G / 0 dR /tl t / i ii\ Fx It D ul / PAODOCtRBVIRED a ai m io g LOCK OPTIONS I — ��i r .Di tie fibeth '�E \ \g SEE SHEET 9 j ..==1Ei=� � ��,:',''I'��'I76�/•�5�.O� Dn F SERIES SENTINEL 160 a?' II I I I II = ALUMINUM OUTSWING DOOR W/ SIDELITES N gi�a I 1 I A acTrvE APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS x i mm� WITH OR WITHOUT SIDEUTES. $m 8 mZ B ?I SIDE U.TES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o— $ 23 1/2' O $ 23 1/2' 23 1/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L OPG. 2 ANCHORS 0.4 OPG. OL MULLIONOPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. , U TYPE'B' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIOELITE OR MULLION CAPACITY O AT STILE ENDS TYPE'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED E!Xf! N TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIOA BUILDING CODE iNCLUOMX;HIGH VELOCITY ( X ) HURRICANE ZONE (HVHZ). ` DOOR OPTIONS IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o 12 TRANSFER LOADS TO THE STRUCTURE. ES DOORS LOAD CAPACITY— PSF DOORS LOAD CAPACITY—PRY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS (X) DOUBLE (%X) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 ODOR ON& IAM. or INSUL—LAM. DOOR DIMS. LAM or INSUIrLAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL II _ FRAME LEAF FRAME —(+) -(_) EXT.(+) INT.(—) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c WIDTH WIDTH HEIGHT WIDTH WRO7H HEIOHT • �� 37-1/4' 3S' I 98' 1 80 1 SO 7Y I 35' 96' 80 80 MATERIALS INCLUDING BUT NOT LIMITED TO S I"ETAL SCREWS,THAT COME INTO NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE. R NOTE: Engr.XiAD AHMAD ^� FLUSH BOLTS AND LOCKS MUST BECML T ENGAGED TO HEAD AND SIL DURING AOR D.LO. DIMS. FIA.PE 1 70692 0 PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT= FRAME HEIGHT - 12.875' NOTE. D.L.O. WIDTH (X DOORS) - FRAME WIDTH — 13.75' GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 25)/2 l AUG drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Wl3-0� AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 of 11 . . ... . . . ... . . . . . . . . . . y+ti 3 . . . . .. .. 37-1/4- 72' • • • • • • Z DOOR FRAME PNDTH DOOR FRAME VADTH • • •• • • q� A ENDS Q W MAX. TYPE.AI 'RS 6'OR'C' SEBBCFiAI�.OR OUANTiT. • AWMR TIPS 6 �• HEAD/SILL 3 AT STILE ENDS HEAD/SILL 'B' 3' 6' 3' CORNERS SHIM 'A' 'C' 8 CORNERS A A _ 1/4• 4 4 4 i - 1 1 •• • • • 3fai •i• • 9 s �O • • • • 2•• 07 17 _ Y II I 1 1 {I • • • • • • • • • 1y i4 II // I i j \\ 11 •• • • • • • 000 •• $ a� 14--riou DC� / R LOCK OPTIONS SEE SHEET 9 1 _ }✓✓✓� id \ II 1 ��• 1 I 11 f *DUCfRRVISED IS g K I \ I 11 1 11 I I �B.4A No - D/ .p T (JDaft $j I< 11 1 I I II ^ az O "' 1 { 03 ACTIVE ACDVE - IN If IIN wW Z 23 1/2' IO $ 2S 1/2' 23 1/2' Dl.OPO. 2 ANCHORS D.4 OPG. D.L.OPG. TYPE'D' 4 ANCHORS SURFACE APPLIED AT STILE ENOS TYPE'8' FALSE MUNTINS AT STILE ENDS MAY BE USED $ TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR ° 12 X—) xx ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES vi �nm n Eng..JAVAD AHMAD CMLFLA- T_ CA.N.3958 2 drowing no. W 13-01 A 052015 -t . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . 0% . . . . ... 144-MAX. It V 37 1/8' 38' 72' • • • 391.• • SE8&ft FOR QUANTITY SIDELITE WIDTH SIOELITE WIDTH DOOR FRAME WIDTH;- • • • • •EIRE WI • •• HEAD ANCHORS ' rrr�.a Z 8'MAX. 8'MAX. 3' 8' 3••• .�•{• ••• • • &T `..ANT1TYfDLLIONART DS F a HEAD/SIL F HEAD/SILL E F A .E_ ANCHOR TYPE CORNERS 1 1 1 sHIM 'A' '8' 'C, E 1 1/4' 4 4 4 Q /I I� I I • • • • • /6' 6 8 8 1. F 11 7 on 1.1L� _� • •• Qac i ff I H H HAr / E LOCK ONS i J��3 FASTENERS SAME LOCATIONS p o ��' s r o ��• SEE g i --__ a -- -, AS ANCHORS SHOWN ON , / •�i -- II ,� ----�F- MEETS 1 &2 Qa 11 2 a II id I II 11 1 •. � \ I a 3i o II Il i ; IF II N ACTIVE _ INACTNE Op 3 M 31 1/8' 31 1/8' 23 1/2' Y 23 1/2' 31 1/8' m 8 V D.L OPfi. O.L.OPG. D.L. OPG. D.L.OPG. O.J.OPG. SURFACE APPLIED DESIGN TOAD CAPACITY -PSF 4 ANCHORS FALSE MUNTINS TYPE'8' MAY BE USED SIDELn STATIONARY PANEL(0) TYPICAL ELEVATION �FCAL ELEVATION AT STILE ANDSID WIDTH HEIGHT FRAME I (7 NOTE BEIDW) 0 ( OXXO MULLION ENDS a$ INCHES INCHES EXT.(+) INT.(-) ( ) ✓hIODUcr REVISED c 24 80.0 a0A SIBEIITE OPTIONS r4aap176yWith deAaM� ° 13 Ig pit 30 80A 80.0 No IM -1 o():G 1, S 33 80A so.o FCyintlw oeet�al1 b 4 1Y,. Lt%. 38 80.0 80.0 lop* ce.i�ol 37-1/8 77.8 77.6 cmd�^�';ami 39 739 73.8 SID D.L.O. DIMS a a g ^9 42 88.8 88.8 S E 0 2a 80 0 80.0 O.L.O. HEIGHT = FRAME HEIGHT' - 12.878" D.L.O. WIDTH - SIDEUTE WIDTH - 8' STAND ALONE SIDELITE ONLY <m u o 30 60.0 e0.a D.L.O.WIDTH Q SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY o 33 90 80.0 80.0 b 36 80.0 80.0 En9r..JAMD MODcra 37-1/8 77.8 77.6 FIA.PE/7DS82 0 39 739 739 3'f38 24 80.0 SO 30 1 80.0 80.0 33 98 80,0 80.0 �U 015 drawing na. 3s 80.0 80.0 W13-01 37-1/8 77.6 77.6 sheet 3 Of 1 . . ... . . . ... • • • • • • • • • • DESIGN]AAD CAPACITY -PSF DOOR DOOR DOOR DOOR Slim. DOOR SiDELDE FRAME SIDEUTE SIDELTTE FRAME SIDELfIE FRAME SID FRAME /I• o _ SMEM To DOOR M=ON WIDTH WIDTH WIDTH WIDTH WIDTH • f(�DTH W(➢TH •'�OTM • ..• WIDTH WIDTH HEIGHT (SEE NOTE BELOW) 1110 - • • • •• Z 3 INCHES INCHES INCHES EXL(+) INT.(-) / / • • •./ ` • i \ • . 0 24 80.0 80.0 D / H H / H • .1' •.. \C .• ••h ; (L 30 80.0 80.0 /A, � % / % /�� % 4,\ R s 33 35 84 80.0 80.0 i % % iNI % •{f LrG7' 36 80.0 80.0 mJ J J 37-1/8 77.6 77.6 \ \ • •, 000 !O. 39 739 73.8 J,2A \ �hh • h• 042 68.6 68.6 \ • • • /. • • 24 80A 80.0 • _ •• a p_ 30 80.0 80.0 xo) `_�oxo)` (xox) Gly 4 33 35 90 60.0 80.0 OX) a I 36 80.0 80.0 {4 37-1/B 77.6 77.8 SMEUTE DOOR FRAME SIDEUTE DOOR FRAME--gyp SIDEUfE d 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH I WIDTH o i l f F i U 24 80.0 80.0 30 60.0 80.0 33 35 98 80.0 80.0 80.0 80.0 3738/8 77.6 77.6 O �tit of ENDMULLIDNY Ox0 DOOR STME (OXXO) m END ANCHORS END ANCHORS MmicPRBVISED d O 3 M O O SEE SHEET 3 SEE SHEET 1 �VI7�wNb thr F7nAh Ra�4>tNan Onh 4-I D)5.pl/ 0 ttT�u�!#h roductCat -�^ � ' *LEAFIMDTIH III SIDELTTE WIDTH DOOR FRAME WIDTH c 8 SINGLE(X)37"MAX. °pt DOUBLE(Xx)72'MAX rip p SIDFME TO DOOR INSTRUCTQAIS: GLASS CAPACRIES ON THIS SHEET ARE USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) <m o AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. n c 2. SELECT LOWER OF SIDEUTE TO DOOR MULUON Ew JAVAD AHMtD ' 9 CAPACITY FROM TABLE ABOVE. CIA - 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TIAC.AN[___70892 0 TO ENTIRE SYSTEM. .yaw fin•,- drawing no. W7 3-01 ' sheat 4 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... IL U . . .. a • •• .•• • •.• •.• a o v 3/16'TEMPERED CLASS pyyygg.35�� a r 3/8'AIR SPACE •j 3/16"ANN.CLASS 3/16"HEAT STREN'D GLASS 3/16'ANNEALED CLASS 41 M10 .075"Sales CP With PET Coro 075'Saflex CP With PET Coro .075"Was CP With PET Core By'Eastman Chemloal Co.' By'Eastman Chemical Co.' By'Eastman Chemical 090'Soft=Clear And Color Class 090"Saflax Clear And Color Glaea 090"Saflex Gear And Color Glass w 6Y'Eastman Chemical CO.' INTERIA�RS By'Eastman Chemical CO.' INTERIAYERS BY Tmtmon Chemical Co.' 1 ` ' .090'Kuraroy SentWas 090'Kurarcy SmitryGlas 090' rcryA Seica.Ins By'Kumray ArneNw,Inc.' BY'Kuroray Americo.Inc.' By'Kuroray Arrrerrc0.Inc.' n 090'Kum ButaeRe PVB 090'Kurarcy Butoolte PVB 090'Kuroray Butactte PVH N By'Kuroro erica. Ino.' By'Kurcray Americo.Ina: 'Kuraroy Americo. Me.' p Lu 3/16'ANN.CLASS 3/16'HEAT STREWD CLASS 3/16'HEAT STREN'D GLASS in f SILICONE SILICONE41 w DOW COIN=995 DOW CORNING 995 SILICONE CORNING 995 NRODUC f RE'UIS►b ` N c DOW CORNING 699DOW CORNING 899 DOW CORNING 889 as eo.P�wDA t4 fbd& 2 E 9! GE-1200 —120D GE-1200 rsslo"Caft am id Asupgasee No P-146,0. p a''ref� Zz�g� ,L1n...... 30—.. M o M ' XL EDGE SPACER STT..STEEL 6Y'CARDINAL' O DDURASEAL BY'OUANEX' En \ 3 SUPER SPACER BY'QUANIX' 2a AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS 7/16" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL INSUL. LAM. GLASSoil, H GLAZING OPTIONS g�s C...o A1 E"r JAVAD d e I iy SCA !70582 o n 52015 drawing no. W13-01 Sheet s or�t . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... iv m . re: 4SLEE WOOD BUCK TYPICAL ANCHORS ECT. WOOD BUCK OR 015L GTE SHEET 1N ••••• • • METAL E Zrr�8 n4Qx UP �01 .SEE �• • •••S 1 FSPACIG :DE DI .• G0 21 • 12 TYPICAL ANCHORS •"SCA IS • • "R45PANWO •• c�d$il ANC14 a 13 SEE FOR PACING FOR SPACING m a 1 i i i jI—mm DADE COUNTY APPROVED I Ij CLIPPED MULLION 11 � � I I I I 11 SEE SEPARATE RATENOA �I I a� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS �I i� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM --------- ------- AND ---__AND TRANSFER THEM TO THE BUILDING STRUCTURE. N I � ,, 28 TYPICAL ANCHORS: SEE ELEv.FOR SPACING o 1 i TYPE 'A'— 1/4" OAA, ULTRACON BY 'ELCO' (Fw177 KSL F),=155 KSI) MIN. LENGTH 2-3/4" AICAANCHORS c ELEVATIO,i INTO 28Y WOOD BUCKS OR WOOD STRUCTURE$ SEE FOR PACING SPACING c+ O La 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) it o THRU 18Y BUCKS INTO CONIC. OR MASONRY p 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) O n 1 Lj0 13; W.1 y TYPE 'B'— IX DIA, ULTRACON BY 'ELCO' (Fu=177 KSI.Fy=155 KSI) Z_2!12 DWC MIN LENGTH = 2-3/4" 3 0 DIRECTLY INTO CONC. OR MASONRY o 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) CJ 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) /ROAItCfRCVT860 O 0 TYPE 'C'— 1/4" DI TEKS OR SEF DRILLING S7yREW5 (GRADE 6 CRS) r�PU'1M WkY The Pb7W 1 1 26 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/61 A � ! -a :o y INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ou ! STEEL : 1/6' THK. MIN. (Fy = 36 KSI MIN.) S '+ r•. �� c$[3$ ALUMINUM : 1/8' THK. MIN. (6063—TS MIN.) Coebrl R 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 6 l i i i TYPICAL EDGE DISTANCE @ H@ 1 INTO CONCRETE AND MASONRY = 2-1/2' MIN. m^^r INTO WOOD STRUCTURE = 1" MIN. cR INTO METAL STRUCTURE = 3/4' MIN. 1 1 21 23 i i i i 12 WOOD AT HEAD OR JAMBS SO a 0.56 MIN. e<m u o CONCRETE AT HEAD, SBL OR JAMBS fo=3000 PSI MRV. 'a C-90 HOU.OW/FlLLED BLOCK AT JAMBS f'm - 2000 PSI MINn \ EnBr.JAVAD AHMAD 1 J ANCHORS MAY BE HEX OR FLAT HEAD. e n.P i 70882CAX w� CONigM. • :.: a I '• •. °: ' SEALANTS: ° v• TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 6 201 draWtng no. EDGE DIST. SOR FNS GE SCS2000 SILICONE SEALANT. �13_Q1 DOOR DETAIIS sheet 6 of 11 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• 3/1° MAX. © O 3/8'MAX. • • • • • •• •• • •• 000 Z SHIM SHIM 1BY WOOD BUCK • • •• • • • .SEE NOTE SHEET 1 • • • 000• �j 2 • •• ••• • ••• • g 6 o ACTIVE LEAF � 21 U TYPICAL ANCHORS pj 9 21 ' SEE ELEV' •• • • •• ••• •• TYPICAL ANCHORS .'- FOR SPACING • • • .0. • • • • M SEE ELEV. • ••• • • • • •• • I` FOR SPACING ILr•� • • • • • •• • • • • • • • • • • • pp 00 23 � 1s :! rLLODUC[LtEV18ED ,j�� 1 25 26 O.L.OPG. '. ::. '� Y•I•iq Cob, d �� A� �� O STRUCCTU 2 g LEAF WDTH EXTERIOR 3 POINT LOCK 8 1�� " WITH DEAD BW a DOOR FRAME WIDTH SEE SHEET 9 Mls71Mr CaW ¢ m g N 3/3'MqX, `g5�i � g SHIM aj 3/8"MAX O WITH DEAD BOLT � �N�m O 28Y WOOD BUCK N SHIM .. SEE SHEET 9 WOOD STRUCTURE 0 3 M.4 CONCRETE• 2 FLUSH BOLT SEE NOTE SHEET 1 Z Z OR •' INACTM LEAF 3 0_ ' MASONRY.'. ACTIVE LEAF p 19 TYPICAL.ANCHORS '• 22 2t 19 O SEE ELEV.' y FOR SPACINk. 61 TYPICAL ANCHORS t .'b•:-e.�` 7 D.L SEE ELEV. OPG. T T FOR SPACING 1g D.L OPG. EXTERIOR LEAF WIDTH LEAF WIDTH DOOR FRAME mm m H Erpr.,AAD AHMAD CIVIL FF 0 Xi 536 70592 o n drawing no. 06 2015 w13-01 DOOR DETAILS sheat 7 of 11 •• •• • • • •• •• • U TYPICAL ANCHORS �� 4 SEE ELEVATIONS • • • •.• • •.• FpR SPACING • • • • •• • •• • 3 .: .:•EDGE•DI ° .. . • • • .6 CONCRETE. ;,CONCRER • • •• • • .• • •••00 0 P1 �y:..::•`• • •• •.• • •.• �d • g z a $ •. . . . •• :09 •• Q�FFFG... a O • •.• • • • • •• • 12 .• • • • • • •.• .• g W v 3SH O O MATING JAMB FASTENERS FOR LOCAONSn ,MATING DOORnJAMB SPACING N 06 CONCRETE• 17 ON SHEETS 1 &2 ta 1 MASONRY:, O 11 — in I 0a o A 1 ••.4 1 EXTERIOR o I' 4 26 D.L.OPG. LEAF WIDTH i SIDELRE WIDTH DOOR FRAME WIDTH �i 26 72'•MAX. SINGLE MAX.DOUBLE XX)) c as Ai FRAME WIDTH TYPICAL ANCHORS ►RODUCf REV®8p g ii IV LONG � $$E SEE APPLY SEATING w`e FOR SPACING BEFORE MATING 3 Cyhelw 4a 0/ •O v ..o• 1 v n NOTE' LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' �Irrt 'IM Co•44 c<m u o 12 © 13 5 Engr:JAYAD N1MA0 SC CIVIL _ N FLA. 70382 0 CONCRftE drawing no. a•c,• EDGE DIST. TYPICAI.ANCHORS SEE ELEVATIONS SIDELITE DETAILS FOR SPACING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . eps BILL OF MATERIALS MISCELLANEOUS . . . • •• •• Z 3 EXTRUSIONS . . . . . >rEx B PARI Na DEcRIPTIW MATERIAL INIAD'. REReRXS ITEM B CODE PARI Mo . eatPrm4e MATERIAL INI6W • REMA7K5 I E61-I89FRXAf Wm ARD SRL 6067-T6 CGl EX1OM a —me 'GASKET 00 000 • �� S 2 CGI-190 IME as 6063^76 CGI MEW22 N6 72084 330 FiWI GASKET FOAM &RY R 3 CGI-196 SIDELITE HEAD ARD sill 6063-T6 CW EXTRIIm 23 MS V333M 397 x 320 VEATMFRSTRIP PRE V/CENTER FIN Wm ULTRAFAB OR mm A CGI-197 FREE STAHBXNG SIDELITE JAMB 6063-76 CGI E%TIOIDER 24 !f8 V2ING 197 I 900 HIM PILE VBTRIPPIW. VWL ILTRAFAR OR EMIto LL 3 CGI-198 MATBE S®.IIE JAI® 6063-76 CGI EXIRIDER 25 M9 CM-104-% Wa 44 1/Y%49 Gee • • • • • S UM CUST@I 1 n 6 CGI-193 PANEL TDP AND BOM RAIL 6063-76 CGI EXT>RIDER MA M10 AIB00.1632D NNE(4 UY X 1.) . oO 7 CGI-194 PANEL VERTICAL SIRE 6063-16 CGI DaRIDER MB I. AM-USi HOSS N 1/2'%i9 • • • • • • E/S. HAGER 1 $�j 9 CG1-199 SWAB BLR7( 6063-16 CGI EBTEM I 26 M/ CG1-382V GtA70(G BEAK BULB ` • t�-�IS7M1 0.0.0.r 12 C51-191 FM HFAD AND SRL CREW CDVER 6063-15 E61"mmm 27 117 3/B'-16 FULLY THRE M ROD^SMA"WUH 3/8'HEX NUT 7MC PLATED a0 13 CGI-192 FM FEAR AND SILL MMRED MIEV COVER 6063-15 CG[E%TRUBM 28 - SETTING&M 2 PER LTTE) FP]M ➢URDIRIER 8045 am A 14 CGI-Itl 7/16'mm mum BEAD 6063-T5 CGI E%TRIBITR � 14A CGI-123 V MM QA71M SEAD WM-73 CGI E%fN1m R i o 15 cu-0 SIWAR R=PLATE W_76 CM LxtMB NOTE: nEM NUMBERS 8. 10 & 11 ARE NOT USED O 16 CGI-195 ASTRAGAL TA63-T5 CGI EXTRUDER 17 1 CG1-506 SCREV CBVER 6063-iS CA MR= LOCKING HARDWARE PART Rn DES[R1Pnm MA70M Wm. REMASfS BY U L A 3 P CM-42VO L. PW= SSEMS.Y(AGAVELM CGFCUSTOM SED ALL Mum LGi-1201 fLU axT ASSEIIS.Y QMACTIVE LIM CGT-G61DM UBEO BY ALL Mmm DMM I 5455 PASS AUM LEVER UX=LEMI BALWDI 5455 FD MAR LEVER GNACTIVE LIM BXWM OPTOIUR 4j 8231 MAMMT(CTIVE LEAF) 114LDV01 $ (!1 ®'TON a J= BFAM7(ACTIVE LEAF? DEXTER BY SDH 3 A TDR605 AGAVE LEVER(ACTIVE LEAF) DEXTER BY SOIL p$M J10 TIMM T4"LEVER ONACTIVE LIM mm BY SCR OPTH x Z Z a OPTMN 3 =410 DEAOffi.T(ACMLEW) OPER Com( l 7A1Cf REVIREp ...: &2220 ACTIVE IEVER tACTlVE LFAh cam am Lri dki emk �O &2290 I NRMY LEVER INACTIVE LEAF) CIWPER CREEX 11"Ok Atttipq Nu Q 6ABMiMrRWe SCREWS IT[a 4 PART Na eESDR>PrDXT REQ o 9 5 l8 114 X 3/1'NE%WAD 1FISS-MULDDN ATTAC!BWUT c B 19 16%V2'PAN HEAD SI6-ASTRAWL AttACHNENT l2'RO ENDS 20 f M X 11/4'PH SNS-ASSEMBLY 3 M COM Q 04 0 C n_ E%r..JWAD MDIAD 0 0 cm SCAN'383872 S � eti 5 U 015 drawing no. W13-01 . . ••• ... .•. . •• .. .. . .. •. . . . . . . . . . •••. . . ... . . . . ... Go A�V �3 • • • • •• • •• • Z 3e • • • • • • • • • 00.• ,J eatAuw* • •• ••• • ••• • 9 Aki Mo 0. � WN • • • • • • • • • 8 a • • • • • • • • • Oar, Rad Rod 0; m 'RIO Rdl �— Houdnp ° i10 s 3/4'PH SYS � Fludieftn 0 ti o � 4 Comeetian B1me1 �� R ta8dda dl * Rel"i AS4 P a 1/Y PH MS N Aup. C*Id a O M ° PMMUCf REVISED Z Z o r e°rp —b f4 Floral �--. hallos •k. D� o KeyeO AwepmwKs Wr44rYio Dol, - U C�PoWa 1 Td$iece FW3bWt AcHnla Rt•aW 1A��t C�b•1 Mad C6pa o eexm Cop. (BOTTOM SIMILAR) c c 11 Rushbolts(Inactive Pond) M Top&Bottom d C�I O o n_ Enn AHMAD CML FLA.PE I 7Q592 CA.s. • k G Q 5 drowinq no. CGI WSTOM W13-01 3-POINT LOCK sheat 9.tof 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . T1.410 3.825 • • • ••• • ••• .125 ,082 1.825 • • • • •• • •• • Z A J •750 • • •• • • • • 0 1.590 g.1001.587 4.495 �jFRAME COVER •• ii • i•• i•• •O DOOR FRAME HEAD/SILLi•• i• ••. . • . . . . 0 3.525 • • • ••• •• 01; 2.458 1.625 .082 2� 1'625 O TOP & BOTTOM RAIL F5.5W N 13 SILL COVER .080 °d 6.438 .075 � n .485 1.828 1.440 its g- .075 1.083 4.495 qj 1.755 HINGE & LOCK STILE +cv n o zz� SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER 30 .326 U H.22M ►RODUtfBEV188D.805 .070 .245 . 1.500 ,t8S p��dk Fkft-S d,�,,,.au /o/f�y : hA°nOWee Nq�� g.,iS / b1.080 Vr ISS 1 / o R , O16 �e Crp� is ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 .875 1.081 1.125 2.000 q n n .985 .050 q o S$ 2501 .120 1.482 X080 <m u n 500 1.184 .050 14 4.000 .120 4.000 GLASS STOP (LAM. GLASS) n 4.000 .075 11 Engr.JAWO AHAIAO U 9 CML .SW .125 .070T-i .120 FLA.PPE 7092 .120 2.388 •�_ 1.485 1.455 A20 .895 ,050 b 4 201!i drawing no. 1.225 X70 1.184 W 13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... zo 20 �U v o 20 , ••• ••• • Es ^"•1dA1 BE It�`1�iLLFI/ Z ASSEMBLY FASTENERS TOBE INSTALLED Y 4 i • • •• • • •JAMI�•,. O qq� PRIOR TO JOINING MATING JAMBS ...%%%___ • • • • g so 609 0 00 - 's C& / � i/ • i � ••• • • it ••• i 6q� lop ; n 2 HOLE CAP--�� ACCESS HOLEo MATING JNAB ; 8 8 ' 0 L FASTENERS SEE SHEET 8 I FOR DETAIL J Z Z�vmi SIDELITE JAMB CORNER SIDELETE MATING JAMB CORN 51 3- DOOR DOOR FRAME TOP & BOTTOM CORNER IOP & BOTTOM TOP & BOTTOM 1D � t* tt``{� z$ n�4a m -•; i Eng..JWAD A W i •� 8 CML T F QPµ t tl--� 7 2 0 �n 0 O drawing 3Z no. w1 LEAF TOP & BOTTOM CORNER MIAMI•DADE MIAMI-DADE 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)315-2599 TANCE OA yn w.miamidaae goy/economy CGI Windows&Doors 10100 NW 25'b Street Miami FL 331.72 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 includinVeloci n Z n DESCRIPTION:Series`Sentinel 130"Aluminum Fixed Window-L.M.I. PROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)"'sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by A]-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and tbereMas been no change in the applicable building code negatively affecting the performance of 4iJ%Pr qduct. .. TERMINATION of this NOA will occur after the expiration date or if there has-1)*wRea revisiory©�r change.••:• in the materials, use, and/or manufacture of the product or process.Misuse of this"A*as an endorsement of any product,for sales, advertising or any other purposes shall automatically tegf Nte,this WJQ9Failura ' to comply with any section of this NOA shall be cause for termination and removal Sf MA. ' ""' 9999.. •.• . 90000 ADVERTISEMENT: The NOA number preceded by the words Miami-D�•�Sunty, Fldtkta, and..... followed by the expiration date may be displayed in advertising.literature. If a�ypw jion of the NOA is 9 displayed,then it shall be done in its entirety. 6600:0 0000.. INSPECTION: A copy of this.entire NOA shall be provided to the user b;1w-manufacturer or it; ... distributors and shall be available for inspection at the job site at the request of the Building Of q*t. This NOA revises and renews NOA#14-0731.05 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. NOA No.15-0413.03 MIAM1 DARE CO N7Y Expiration Date: September 22,2020 Approval Date: June 25,2015 1 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4,5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,ItV Report,••••• No. CTLA-3056 WC,dated 04/16/15, signed and sealed by R; es�C.Pgtel:D.E. •• 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94...... •.:..' ....:. 2}Uniform Static Air Pressure Test,Loading per VBC TAS 2,02-94 • 3) Water Resistance Test,per FBC,TAS 202-M.•. ;...:. ' 4)Large Missile Impact Test per FBC,TAS 201:2x. ;; • 5) Cyclic Wind Pressure Loading per FBC,T4.9105-94 •.: ...... along with marked-up'drawings and installation diagram of a Segfme1130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC, Best Report Jk",,00.1 •••••• HTL-0080-0103-10,dated 03/30/10,signed and sealed by Vir1 J.,%braham,P.E. �•.•. (Submitted under NOA No.10-0510.13) Manuel PeWz,P.E. Product CantI aminer NOA N . -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' (Submitted underprevious NOA No.14-0731.05) 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. 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. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30,2010,signed anti sealed by.V+inu J.0••• • Abraham P.E. • (Submitted under NOA No.10-0510.13) •0 0••• .9.. 0 0.0 9. 3. Testing Proposal issued by the Product Control Section,dated•12t'IM14,signed by :0 0.0 Jaime Gascon,P.E., Supervisor,Product Control Section •0 ••• :0 0•:0 0000. 0000. .... . 0 0000. . . 000. G. OTHERS 69060 .0 0000.. 1. Notice of Acceptance No. 14-0731.05, issued to CGI WinddWa Doors,for their •, Series "Sentinel 130" Aluminum Fixed Window — L.M.I. ap4roved on tGAA44 anrd"•• expiring on 09/22/15. •••••• .. 0000 Manuel Per .E. Product Control E er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 . ..• ... ... •. . •• .. . . .. •. . • . . . • • • . • • • • • 4W 49 „u $ FLANGE WIDTH HUCK WIDTH FLMGE WIDTH TYPICAL ELEVATIONS R{ D.L OPG. D.L.OPG. py OPG, • • • ••• • ••• m ' • • • •• • •• • HEAD/LL A S8'MAXHORTER8 Al r��k Jd. ••i • i •• • : ••• 'd CORNERS SIDES m Ca CV • AN�11�� ;A CING SHO�iId HEIE1�f•APPLICABLE 540 iv • TO-F IGAND FLUSH FRAMES: a $ SEE SHEET 1.1 FOR FIN FRAMES. d. m $� r � d h l h d h II II II fl m II 11 • • • • • Soo • • Okla• II II II II II II u n C1 n n u n •• • • • • • ••• •• C n a u u u u IL 3� - -� -a---- --JL-----11---- __JL-----11---- 98- )1, C3 == __-==lr--- =--m------m--- =--m------rc--- is It a I, II u n BUCK HEIGHT 11 �, II II �, ❑ II �, 11 D.L.OPG. LLL ovv_JL-_ ---- x O __ _JL_-- w J - - -----T----- m - -----I'n--'--- mi -I 11 II r g B• �S n u m u n � u II so4''gr, r II 11 u u 1 u -- It n 3 u u n u -- ------�--- 3 gl3 _— �+------D--- -- ------LL--- -IT'------11-- ze -Ir-----�--- -1r-----�rl---- n 11 a ell II 11 II II II II 1, m 11 II II II II II •ir- • ... ••• .. .. . . . .. .. . . . . . . . . . . . ae• 48- eucx WIDTH etuKti<c WIDTMI BUCK WIDTH TYPICAL ELEVATIONS D.L.OPG. D.L.OPO. D.L,DPG, • • ••• • ••• mY! • • • •• • •• :90 3 8•MAX. 16•MAX. � G11 is, • • • • • • • • 000 CORNERS W°ES 'a g yyoQ'K • • • •i• i •i• ••• f 18 ��QQ . . . •. ••• .. C 11II- IIII 1d II �mG7 I ItI _ -=- . • ..• • • . .•. .. .. . • . .. .. • . • . . • . • . . • DESIGN TOAD CAPACDY-PSF DESIGN LOAD CAPACITY-PSF p S �V r ANGE DMB. BUCK DDLS. GLASS TYPES VleCI'MASS TYPES'Wh'Dl' FLANGE DIKE. BUCK DIMS. aim TYPPS'C'8'CI'OIAS9 TYPES'W&IDL, (Y)LENGTH(L)WIDTH(W)LENGTH(L) EXT.(+) TNT.(-) EM.(+) INT.(-) WIDTH(W)LENGTH(L)WIDTH(Y)LEN01H(L) EXT(+) TNT.(-) EXT.(+) INT.(-) •0• ••• •i ••' 2S' 80.0 BGA 60.0 80.0 24" 23" no Bao 80.0 BOA • • • • • • t" 29BDA 60.0 Bao Bao 30' z8" SOS 80.0 no 60.0 • • •• •114' 113' • • • • • • •'�,' 3580.0 BOA BDA 8a0 38" 35' 734 73.0 80.0 80.0 •'� �' m. 41' arSGS no 80.0 80.0 41' 40' 61.4 81.4 80.0 60.0 d' 47' 804 80.0 no 80.0 24" 23' 80.0 50.0 804 60.0 S4' 5Y 804 80.0 80.0 60.0 3o• 120' 29• 119' SOS 80.0 BOA 80.0 • • • •• ••• 804 80.0 no 50.0 38' 35' 72.4 72.4 BOA 80A K • K 81' 80' 80A 80.0 80.0 80.0 39• 3B' 68.9 85.9 90.0 80.0 000 • • • • •• • GCC 24' 23' 804 804 8D.0 80.0 24' 23" 804 B0.0 WA 8a0 • • ONM • •• • • • • 4R+11�1 pRD IENOii OMEAL9oNS CAN BE ORO347E0 30' 29 SOS 80.0 60.0 80.0 70' 121' 29• 12D• SOS 80.0 80.0 BOO • • •YERTIaILY OR HORIZIRWY 6%SHOWN ABOVE 36' J5' SOS SOS 80.0 80.0 36" 35" 723 723 80.0 BOA 42' 45. 41' 47' 70.2 70.2 80.0 80.0 39' 38' 85A 6&8 60.0 8a0 48• 4Y 81.3 61.3 804 no Typ Be 53' 61.3 61.3 no no DUCK DSAS 0 60• 59• 61.3 81.3 817.0 Eno =1 81' BO' 81.3 81.3 no Sao DESIGN LOAD CAPACM-PSP 24• 23' SOS 80.0 80.0 SOS FLANGE DIMS. BUCK DILLS. GLASS TYPES'C'8'Cl'GLASS TYPES V&tl' FLANGE FRAME � p j• 29' 804 Sao 80.0 SOS WmTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXE(+) 1M.(-) 38' 35" 80.0 80.0 SOS 80.0 14-1/B' 18-1/8' 80.0 SOA SOA BD.O FLANGE 006- 42' so. 41• S9. 70.2 70.2 60.0 Box 26-1/2' 25-1/2' 80.0 BOA 80.0 80.0 48' 47" 61.3 613 80.0 80.0 37' 29• 36• 25• 80.0 BOA SOS no BUCK DIMS W X 54• Sr 84.3 54.3 72S 72.5 48' 47• SOA SOS SOS no BO• 59' 48.8 4&8 85.1 65.1 53-1/8" 52-1/6• 50.0 80.0 80.0 80.0 61' So' 45A 48.8 65.1 65.1 81• 80 50.0 BOA no 80.0 24• 23' SOS 80.0 80.0 no 19-1/8 18-1/8' Sao WA Bao 80•o EQUAL LEG FRAME t2 �� 30• 29' SOS 80.0 80.0 Bao 28-1/2' 25-1/2' 80.0 SOS SOS 80.0 � �N N1 38• 35" BOA 80.0 Sao 80.0 37' 39' 60.0 80.0 Bax SOS M 38^3/8' 37-3/8' 42' 72• 41" 71• 702 702 80.0 80.0 48' 47' 77.1 77.1 no 804 BUCK DUES 48' 47• 61.3 61.3 80.0 80.0 53-1/8' 82-1/8' 77.1 77.1 SOM SDA 54' Sr 54.3 54.3 72.5 72.5 81• 80' 77.1 77.1 80.0 90.0 o0' SSI' 48.8 4&B 65.1 65.1 19-1/8' 18-1/8• 60.0 80.0 60.0 no U 81' 80 4&0 48S .0 84 2B-1/2• 28-1/z' BOA 80.0 BOA BDA ----------- 72V 24" 23' SOS SOA 80.0 BOA 37' 3H' 80.0 60.0 80.0 80.0 FIN FRAME 5o-s/8' 30' 29' 80A BOA no 80.0 48' 4Y 81.3 81.3 no Bao 49-5/8' BUCK DIMS 3g' 35' 782 78.2 no 80.0 53-1/8" 52-1/8' S&0 58.0 77.4 77.4 �I 42' 41' Be 70.0 70.0 no BDS 91' w 58.0 580 77.4 77.4 qg$ 48' 47' 61.3 61.3 60.0 80.0 78-1/4" 74-1/4 58.0 584 77.4 77.4 S4' S3' 54.3 54.3 72S 725 93-3/4' 92-3/$ 50L 584 76.5 76.5 FLANGE ADAPTOR FRAME ({ �• 55• 524 52.4 69.8 69A 19-1/8' 18-1/8' 80.0 80.0 no 80.0 63 24' 23' 80.0 80.0 80.0 80.0 26-1/2• 25-1/2' 80.0 80.0 80.0 60.0 FLANGE x845 $ $ 29' 80.0 804 80.0 80.0 37' e. 38' o. BOA no 60.0 80.0 38" 97' S' 98• 76.8 78.6 80.0 80.0 48" 47 81.3 61.3 80.0 no 42' 41' 6&2 652 Bao no 53-1/8' 52-1/9' 553 552 73.7 73.7 NOTE. o d d 41V aY H0.6 604 no SOO et" so. 46.0 48.0 94.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE o a 8 8 49' 48• 59.6 59.6 80.0 80.0 75-1/4' 74-1/4" 46.5 46.5 61.9 61.9 BASED ON ASTM E13GO-09 (3 SEC. GUSTS) v o W 24• 23' no 00.0 no 80.0 19-1/6• 18-1/e• 80.0 no 90.0 Bao AND FLORIDA BUILDING COMMISSION 30' �• Su Bao Bao 80.0 26-1/2' 25-1/2' BOA SOS 9D.0 Bao DECLARATORY STATEMENT DCA05-DEC-219 0SS 36' lot' 35' 101' 748 74.8 80.0 80.0 37' M. 7&8 7&9 80.0 80.0 �01AD AHM PRODUCTRRVISID) 5! es complYLng with dee nWda cra 42' 41 85.7 85.7 8oA 80.0 48' 7H' -1 75 81.3 81.3 50.0 811.0 FI/i. �7i6B2 BalldwgCoda �� 48' 45• 59.3 59.3 no no s3-t/8• 5z-t/B' s5.3 983 73a 73.7 a Age 24' 23' 80.0 80.0 80.0 Bao 81' 80' 48.0 484 84.0 84A Dale 8 '+� 30" 29' 80.0 80.0 SO.O 80.0 � drawing no. 36' fog' 35' 107' 73b 73.8 SMO Bao ANCHOR SPACING TO BE AS PER SHEETS 1 de 1.1 0 15 X01 az• a• 62a 624 Boo noW10-02 4l' 43' 59.1 59.1 80.0 80.0 Bheet 2 OT B • . ... . . ••. .. .. . ... .. .. . 3/18'ANN.GLASS -3/18'HEAT STREN'D GLASS FOU 075"into ayyeer 075'Inlet a Saner CP lrt6h PET Care Saflex Cic KRh PET Core _ R'Eastman Chemical Co.' • • 000 • •.• By'Eostmw Chemfad Co.' • • • • •• • •• • � OR • • • • • • • • • 000 ' 080'Gltadayer 080"intorlvjvr An • • •• • • • T Satlex Char Aral Cobr Give Sager Char And Cobr Glass • • • • • • • • Q By'Eastman Chemical Co.' By'Eastman Chemical Co' •• 000 • 000 • UK Olt OHO'Interlayer 090'InleHgrer DuPont SentryGiw DuPont SentryGlos R'EI. DuPont De Nemours&Co.. Inc: By'EJ.DuPont De Nemours&Co.,Inc.' •• • • • •• •.• •• ��G777 �t • • • • • • • • • W DuPontInterlayer 080"Interbyer • •.• • • • • •• • Q DuPoB DuPontne PVB DuPont�h�e PVB • • • • • •• • • O 8y'FJ. uDe Nemours&Co.,Inc.* 8y'Ei.DuPont Ds Nemours&Co..Inc.' • . . • • • • • • r5 1154 p: 3/18'HEAT STREN'D GLASS � 3/18'HEAT STREN'D GLASS M SIUCONE _ .j I SILICONE W BE 1200 BE 1200 \ E3 DOW CORNING 889 \ DOW CORNING 898 C� ro II Ij ro ij j DOW CORNING 895 DOW CORNING 985 jl jl it jl i O O "W.IDER/",HMAN--;6' ON LITES M5 AT 1/4 POINTS ON UTES _ WIDER THAN 38' �L GLASS TYPE 'C' 4LASf TYPE 'D' p w iVS 7/115'OVERALL LAM.CLAW 7/1e OVERALL LML GLASS 9 O� 3/18'ANN.GLASS 3/18'HFAT STREN'0 GLASS 075'Intorbyor 075'Isla r 0 3 orf Soflex CP WNFt PET Cora 'Sane■CP PET care E z z g By'Eastman Chemical Co.' By'Ewtmon Chemtml Co.' �j rz it 090'Irtterbyrer 0090'Interlayer Boller Clear And Color Gloss Soflex Char And Color Goss U o By'Eastman Chemical Co.' Eastman Chendeai Co.' GS 3/8'AIR SPACE OR 3/8'AIR SPACE 9 O 090"Mrtarlayar 090'Interbyer SILICONE DuPont Sentrytiiw DuPont Sontry0bs a GE 1200 3/18'HEAT SIREN D GLASSBr'El.DuPont De Nemours&Co.,Inc.' 8R'EI.DuPont De Nemours&Co„Inc.' O DOW CORNING 899 l�0'Irdarloyer 3/18'HEAT STREN'D GLASS 090'Intefter Z y1 i i DOW CORNING 885 DuPont Macao PVB DuPont Butactte PVB tg3 Inc.' By'F-L DuPont De Nemours&Co., By'EI.DuPont De Nanous&Co.,Ane.' ,! it ii `ot� e p. 3/18'HEAT STREWD MASS pp.. 3/18'HEAT STREWO GLASS 1d4 ir ii i� 20 20 F S9LCONE F ' SILJCONE Z GE 12DO GE 1200 DOW CORNING$99 I ! DOW CORNING899 GE 1200 bi •1:1 SILICONE DOW CORNING 995 jI:I DOW CORNING Bob Y Mt ,j ij Ij M1 jj Ij Ij DOW CORNING 899 c rydry d V q 11 11 II n II II 11 DOW CORNING 985 a 8 d$$ I i ! XL EDGE SPACER 1 i•I XL EDGE SPACER !j !j:I ST.STEEL BY'CARDINAL' ij ij t' ST.STEEL..BY'CARDINAL' OPTIONAL GLAZING DETAIL W E4 li F I OR E4 Ij i t OR DURASEAL BY'OUANEW DURASEAL BY'OUANEX' GLASS TYPES 'Cl' & 'Dl' a OR OR a SUPER SPACER BY'OLJANDV 0'O SUPER SPACER BY'OUANEX' 9jr:JAVpAD AH AD PRODUCT RRVISED � FLA.PE f 701592 av=.piyi gwLLh the Ybride e MS AT 1/4 NLS ALL SIZES M5 AT 1/4 NIS ALL SIZES OAN.AN a Coda 1ilAg3 TYPE 'Cl' GLASS TYPE 'Dl' �retion Dater �$ ,� I"OVERALL 9NSUL LAN.GLASS (L.M.I. ONLY) 1'OVERALL MULL LAM•6u5S BY drawing no. ode ua MAY020 W10-02 IN ORDER 70 QUALIFY FOR SMALL MISSILE IMPACT RATING OHR DIOR PLY OF GLASS TYPE'Cl'&'DI.MUST BE TEMPERED. chest 3 of$ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMES f e. o 300D PSI MIN. p TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2' MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vrn = 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. • • • 000 • 000 INTO METAL STRUCTURE - 3/4" MIN. • • • • •• • •• • 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS • •: /NST4ATKIN DE-r4 Iwo MiTAt. qqq WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE • • •4RUSIRRES OR 0000PAPPROVED MULLIONS O $L FLANGE FLANGE � clloRs FLANGE 1/4'MAX. FLANGE a TI 2BY WOOD SUCK FOR SPACING SIS of • • • at 000 •• I WOOD • • • • M • • &�il j !! OR TYPIGLL ANCHORS • 000 • •• • a SEE ELEY. > • • • • •• • 6 Q li N2 i s FOR SPACING "v: M2 • • • • • • • • M •• • • • • • • .a R QJt1 © � I �� © ILz� — v ,— Et . __= O S2 v.. 11 PICAI APPCHORS >> 1 SEE ELEY. toy, FOR SPACING WWW BUCK E1 E3 1/4•MAY D SHM s EQUAL LEG EQUAL LEG EQUAL LEG a c. E2 EQUAL LEG 20Y WOOD SUCK ,.o Y2 METAL N M OR STRUCTURE C 1 STRUCTURE g#n TYPICAL ANCHORS M2 SEE I C ZO(i !I�i SPACING i•0 p Q I —� TYPIM ANCHORS e g rg P. FOUR SPICINGrancAL v °• g °Q j' v "•I y� p !I!1 TYPICAL ANCHORS WOOD BUlay G!( FOR SPACING II 11 SEE ELEV. FOR SPACING 8 §m WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. °• a g g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM u o W TYPICAL ANCHORS: SEE ELEv.FOR SPACING 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. w120 KSI,5tQ2 KSI INTO METAL STRUCTURES o (P.-t77 KSI,"135 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) o INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8"THK. MIN. (6063-75 MIN.) FLFLA 9 i YM2 as�LL�be`Ha giwwa 1-1/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r�LR ell §o THRU 19Y BUCKS INTO CONC. OR MASONRY ,#14 SMS OR SELF ORILUNG SCREWS (GRADE 2 CRS) 1-1/4" MIN. EMBED INTO CONC. OR MASONRYOlvIIend I drawing no. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' DIRECTLY INTO CONIC. OR MASONRY (NO SHIM SPACE) MAY 2O1 W1O—O2 1-1/4" MIN. EMBED INTO GONG. OR MASONRY sheet 4 of 6 • ... . ... .. .. . . .. .. . . . . . ••. . . . . . • . TYPICAL INSTALLATION DETAILS �� THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW ••• ••• •� ••� •� �•• �k INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS i • • ONSTAUATION DEDU;S IN16 MNI.IAL Gi WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE • •• •GWRU"ES OR*400 APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR ° now TYPICAL ANCHORS 1/4'MAX. !!I! SEE • • •• •• •• •. •• • ••• •• OWOW BUCK FOR SMING H • ••• • • OR • ry`JVSj �ay • • • •OD M • E3 !!!! WOSIRUCRIRE IYPIGLLSEEELEY� ° •• • • • •• •• M2 FOR SPACING v v Ma TYPICAL ANCHORSWE rOR ! S2 v I ,µ .o > SPACING ? F \ C3 EG rl — ¢ y4 NLN, ..• o. ii ii > p ' iY;l nrPcdiGRs ; i Ma ° `v —SEE Em. ABY FOR SPACING II 11 • 1Y WOOD BUCK Eg Q Ey 0 r ref 0 2 3/B'MM. 1/4.A" BUCK HEIGHT 1/4'MAX. GAF' I GAP •a `. NOT By STRUCTURE 1/2'MIN. C2 1/2'MIN. 0 3 w �_``� F z o 2 3/I t e��.i FIN FRAME ►re eACK11ED o= cauuaNc TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1 I o ``. JS SMS (GRADE Y CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD tWRAP BUCK DEPTH SHALL BE 2W. c R THE USE BPERMITTED.VELEDP DEEPER OR N� Eb E3 R BEVELED WOODBUCKS IS EXTERIOR 4 4 g$ BUCK WIDTH 131CK WIDTH _ _____ s I'r- -------'17 M!AW-OADE COUNTY 1l MIAW-DADE OOUNTY APPROVED 1 I APPROVED MULLION 11 MIAMI 6 MUL110N ANCHORS I I I I SEE SEPOATE NOAH I SEE SEPARATE NOA I I u n w II 11 II II 1 I t______ __________�J Etgn AD ANMAD 1 1 _____ _ _______ if CML PRODUCT RHVfSBD 1\x -------- F L PE 67X592 � %ft Hhro Pl ddik o IAwapteaing cc No --- TYPICAL ANCHORS SEE ELEV. By drawing no. FOR SPACING Dario pmdoel /J14 X 1-SMS. IYO15 W10-02 9neet of 6 I .. .. . . . .. .. . 2.505 TPEM PART± QUANTITY DESCRIPTION MATERIAL MANP./BUPPLIERR/REMARKS �U E1 CGI-1t8 4/WOW. FLANGE FRAME 9093-T9 - q.088 E2 CGI-119 4/WOW. FLUSH FRA11�'FIN FRAME • X63-To •• .•• $ 2 E3 001-121 4/— OWING )• t' E4 COI-123 4/WDw. GLAZING BAD .MAL GLASS)* 9093-T9 • • .995 OBS E5 CG1-110 4/WOW. MAIL FIN •• •.. lie t% ' EB CGI-109 4/WOW. FRONT FLANGE ADAPTOR 6083-TB M1 LX8-382V AS READ. GLAZING BULB VINYL PVC DUROME'n 78-80 SHORE A 0'C 1.335 M2 CGI-124 AS READ. SCREW COVER-OPTIO PVC - M3 CGI-112 AS READ. RUSY•I FRAME DYER • • • • w n -. E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(P"-A: • 8683" - • M5 - 2/LITE SETTINGBLOCKS • • • • • DIIRa 8515 SHORE A dl 2.SOS 0� S2 810 X 1-1/4' 2/CORNER ASSEMBLY SC HL PH 9NS q 4jr/sl w 4 1 -w• g 82 1rLL s 1.498 TQ W Se 988 065 lyP. o —1.335 N O FLUSH FRAME/FIN FRAME *r4 995 go LL WELDED JOINT 1.184 AT ENDS O GLAZING BEAD (LAM. GLASS) 3i"' Eb CZC z u� Ltw _O .995 t' 128 O I -- 0 SOWING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS c S 1.139 ABS f, � F 1.a6D RECT. OR SQUARE WINDOWS SS$ FE$ teD g 1.550 1.680 s5o tlBo TTP. CORNER DETAILS - g om�a�a .050 � >�'s 1.398 Soom EO NAIL FIN ADAPTER O FLANGE ADAPTOR c = EmWe JAVAD AHM PRODUCTRHVISBDCUL q n as mnplywg with ft pwrlds t 1.396 1.119 FtA PE 170592 B .189 W.�gCod e .�1 75A....L oNo l a 1- 1 im Duta b .050 .OBS .01 1.081 ZQ15 MRYI roductCott dmwing no. W10-02 O FLUSH FRAME COVER O SCREW COVER sheet 8 of g