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HomeMy WebLinkAboutProduct Approval (4) MIAM4DiADE MIAMI—DADS COUNTY MIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND-CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction .materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150" Aluminum Sliding Glass Door w/wo Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev M,titled Series"Sentinel 150 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised.on 07/27/17, 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 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 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0619.06 and consists of page 1, this page 2 and evidence pages E-1, E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-1011.18 MIAIMtiDADE INTY Expiration Date: September 22,2020 ` orl 11 Approval Date: November 22,2017 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, 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 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh 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 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,DurasealS and Super Spacerg insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. 4. 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 Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Jorge A Plasencia,P.E. oduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CSI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued) Duraseal(V and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/1-6/15,signed and sealed by Ramesh Patel,P. E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of 6-panels Alum SGD w/ Pockets& OXXX,prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W& -W-1, dated May 22 &23, 2014 respectively,both signed and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA#14-0627.15) 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, TAS 202-94 along with marked-up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory-, LLC, Test Report No. HTL--0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J.Abraham,P.E. (submitted under files#12- 0119.04/11-1031.05) along with marked-up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI-C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham, P. E. (Submitted under previous NOA #13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5a' Edition (2014), prepared by Al-Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300- 09. orge A Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMCATI ONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman.Chemical Company (MA) for their"Saflez CP-Saflez and Saflez HP Composites Interlayer w/PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) "Saflez Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5" Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS I. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB .glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacert Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by REP, Product Control Section, signed by Jaime Gascon, P.E., Supervisor,Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA#14-0627.1 S) Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 ,CG1 Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. WIO-31 Rev M,titled Series "Sentinel 150 Alum Sliding-Glass Door", sheets 1 through 28 of 28, prepared by Al-`arooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Company(MA) for their'`Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core"dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayer"dated 01/19/17, expiring 07/08/19. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014) and FBC 6t1 Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad,P. E. G. OTHERS 1. This NOA revises NOA#15-0619.06, expiring on 09/22/2020. rge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-4 Z m ; b� J a S � 0 ILN N C, 8 gad° � a � J aW�€ � O 3 N J 8 c o C 1 n c: O rl K UAG O N WN•^-'� 3 p M THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. € c z 4 r. SERIE4_SENTINEL 150 ALUMINUM SLIDING GLASS DOOR V o DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON O DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL 'S a�M�B THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a 6 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA y¢ p g BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 1B OR 29Y WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. I LAMINATED GLASS AND ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: LAMINATED INSULATING GLASS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT P g x MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOM REgUIREMENT BASED ON WID VELOCITY.BLOC.HEIGHT, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USING NAPPUCABLE ASCE 7 STANDARDND 20NE i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THATSTEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHFET 13 PRODUCT REVISED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE GLASS TYPE AND REINFORCING TO USE. as complying with the Florida . REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE 8 ADOPTED STANDARDS. Building Code S 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION NOA-No. 17.1011.18 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION WITH M{DESIGN RATING MORE THAN DESIGN LOSPECFIED FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY IN STEP 1 ABOVE. Expiration Date 09/22/2020 :��� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR '. aF drawing no. WATER INFILTRATION NOT RESISTANCE ETC. SrEP THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 B �D s W 1 0_31 AND CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SINLL APPLY TO ENTIRE SYSTEM, Mia e 1 Control- �' . AND TO BE REVIEWED B1'BUILDING OFFICIAL ��YTTI•�t�` sheet of 2 6' 3• r' �Z ,4• 3 TRACK b z_ AIAX. HEAJ ANCHORS 12 n g - 282 13/16'MAX. - DOOR FRAME WIDTH a0 p`c U' HEAD ANCHORS 1HEA0/ w N 48 1 6' ANCHORS IN PAIRS 2. 3 OR 4 PAIRS a / AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15WIDTH AT 3. Q;p 5 i NOM. PANE: O.C. 6'MAX. �6Jmm 1 MIN. A G SEE E FOR CAPACION SHEET 15 HSILL CORNERS v 2 i� FALSE MUNTIN MIN. OPTIONAL m Q 01 a o o N I C Z N n REINFORCING j Q w N L Q �1 AT INTERLOCKS I LL G H H SHEET 13 FOR CAPACITY SEE SI I II II i� I 2 1/81. anI L 0,ll 2 POINT - 42 1/8' ==yy === SINGLE LOCK D.L OPG. t I o n m � ;_ oa I; jl SEE SHEET 24 1 z di m II II / FOR DESCRIPTION m O w o II Lu it 1 I f<V Yml '. CZE �1LO POCKET JAMB � O m GI SILL TYPE 82 ANCHORS48 12OETNL ON(SEE SHEET 6.6, 11 ! a &6c 2. 3 OR 4 PAIRS 48 1/B" M POCKET A7 STILE ENDS INTO CONC.f PANEL W107H JAMB ANCHORS 9�+ O PANEL DTH SHEET 23) d 3 TRACK AT 3"O.C. WI , FOR JAMB ANCHORS SEE CHART SHEET 15 FOR CAPACftt 8 U i B 14• 3' 3 TRACK o - o h MAX. T/P. SILL ANCHORS B• 6' 6" 6' B" B" B" 6' 6' 6" �..6'".� c of (1)SEEP CLUSTER (2)'WEEP GLUM (2)W EP O.USIO! (2)SE.T°MWER (2)SEEP aUSIER (2)NEEP MISU (1)SEEP CLUSTER ` 71111 , b TYPICAL ELEVATION PRODUCT REVISED N S TESTEC UNR as complying with the Florida _ 70692 a ZTBuilding Cotle ,g 0 1-c Il"I IMo. 17-1011.18 ,a D1. OPENING rxpiratlon Date 09/22/2020 p. sutEaF drawing no. 1)Lo HEIGHT = DOOR FRAME HEIGHT- 9 11/16" ,!7pep/.,:' � w,0_31 D.LO. WICTH = NOM. PANEL WIDTH - 6" BY / S PANEL HEIGHT- DOCR FRAME HEIGHT -1 3/16 Miam eProductConvol' '��h �NAI.�`���\ unn11 sheet 2 ot2g� 3- 2 TRACK _ -- ' HEAD ANCHORS � 14' P' • 190 9/16"MAX. DOOR FRAME WIDTH a 0 [0`0 U ANCHORS IN PAIRS HEAD ANCHORS HEAD SRL 0 N 2, 3 OR 4 PAIRS �wu AT HEAD/Sltl/JAM&5 / AT STILE ENDS SEE SHEET 15 6•MAX N ASEE 3CHART ON SHELT 15 HEAD/SILL (�O MI 1 13/16' FALSE MUN71M FOR�A�. CORNERS Cf¢ e S MK OPTIONAL Al C1 - m it O �tt 1 Q L z u b Y' REINFORCING 1 iL 2 o f z I AT INTERLOCKS Q W M f G1 ===#H J1 SEEEE� 13 i =W 'I 1' FOR CAPACITY C I 2 POINT 42 1/8` 42 1/8' I � � , p 11I,,I II SINGLE LOCK D.L. OPG. O.L OPG. I n SEE SHEET 24 I Ci J m b p I I FOR DESCRIPTION z 1 L n p / dL O n e in Nn It tlZ�I d -0 30�^ 61 D1 04L �i _ I LEc m m SILL TYPE B2 ANCHORS 48 1/8' 2 RUCK 2, 3 OR 4 PAIRS 48 1/(?" POCKET ,CMB ANCFIORS 'yr AT SFl TILE ENDS PANEL WIDTH PANWIDTH ANCHORS Y AT 3`O.C. ' SEE CHART ON SHEET 15 $ FOR CAPACrTY o Q 2 TRACK E 3 SILL ANCHORS i gill E �z +i� 14` 3` u�u��'i�g ^ WJf. T4. D.L. OPENING 'c o DLO HEIGHT= DOOR FRAME HEIGHT- 9 11/16'IN D.L.O. WIDTH - NOM. PANEL WIDTH PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/16` II m msec TO t®msuA N�'able C1®ausrta pl ler ous>al �`J µ! Tl i PRODUCT REVISED ` �' dF"••� as complying with the Florida . Building Code ':_ •• s 3' (TESTED UNIT) NOA-No. 17-1011.18 _*:• :{,7•- 0 8 0 TYPICAL ELEVATION - - - Expiration Date 08122/2020 = -- ' - OFdr°wiwingno. By .: W 10-31 REFER TO PAGES 1 1. 15, 17 h 18 FOR WEEP SIZE miam a Product Control S$( ` `� -- /'//nn11111` sheet 3 of28 r' . 1 c (z m m 14' EXTERIOR EXTERIOR 3 TRAP( u • 149 5/16" 148 9/16" 97 3/4' HEAD ANCHORS z DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH a d 4(e FALSE MUNTIN HEAD ANCHORS 14'MAX. HEAD ANCHORS A1R5 OPTIONAL ANCHORS IN PAIRS 2, 3 OR 4 PAIRS LL 48 1I8" AT HEAD/SILL/JAMBS AT STU ENDS SEE SHEET 15 AT OORNER STILE ENDS 6'MAX. NOM. PANEL WIDTH SEE CHART ON SHEET 15 HEAD 0 b3. i?r r AT 3'O.C. 1. FOR CHART SON SHEET 13 1 FOR CAPACITY COSILLRNERS 1 13/16" V >n MIN. CY CV C o 0 0.D -_- _- �WK I 1 a W J Q m REINFORCING LL I 1 11_ AT INTERLOCKS J a m Q J __-TI Fn SEE SHEET 13 Q W 2 ��. > cm:);i H H 0 FDR CAPACITY P j, H r _ II II 2 POINT =__ _� DOUBLE Z s 1 l 2 1/8� I II SEE SHEET 2 �' [i o o I fL OP41 FOR 42 1/8' 42 1/6' g n !EDESCRIPTION 2 PAIN! m 8 a 4 D.D.L. APC. DOUBLE LOCKS SEE SHEER 24 C B _� ` ,I;•/% ;,LI o �% �/ �% �/ // ,� FOR DESCRIPTION cs n °V,�� �W O V I r POCKS? SILL TYPE 82 ANCHORS / ��TYPE 82 ANCHORS 411.11.B' 48 1/8" 48 1/6' 48 1/B� � JAMB ANCHORS 2 OR 4 PAIRS J/ 2 AR STILE ENDS PANDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH AT CORNER STILE ENDS. 3 TRACK SEE CHART CN SHEET 15 SEE CHART ON AT 3 JAMB ANCHORS SHEET FOR 5 c H FOR CAPACITY 4 EXTERIOR EXTERIOR 3 TRACKb NC� IAAX. tYP. SILL (TESTED UHM TYPICAL ELEVA70N c o ```1111117 llrrr// ? 'i d AH!IGq�% R PRODUCT REVISED '•. g as complying with the Florida ,_ • Building Code 202 NOA-No._ 17-1011.18 Expiration Date 09122/2020 drawing no. — STATE OF BY RomoP.•' W10-31 Mi mi-Da a Product Control ///rr11jj1 11 �heet 4 of 28 DOOR FRAME FRAME WIDTH �V t3 -- - THIS APPROVAL QUALIFIES DOORS WAPPROVED -- A»EL WIDTH NON--REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' ANDND 135' CORNERS n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z m 3 H L - FOR DOORS USING 90' & 135' CORNER STILES H h g LIMIT MAX. DESIGN LOADS TO ±60.0 PSF w t7d 1 R � rc PRODUCT REVISED 0'0 S i 2s complying with the Florida a yH1 NDA-No.Cods 17-1011.18 �m XXX(SHOWN) © HO EXTERIOR Q © Expiration Daft 09122/2020 V N r OXX D XXOsy Cazm °o XXX(REVERSE) Mia 440t:t L�onhor Q a d O e7 DOOR FRAME WIDTH FRAME WIDTH N L' NON-REINF.INTERLOCKS Q ZZ-1 6 _ SECART ON SHEET 13 I - LL W m_ WL H J1 H Qwmf � XXXXXX(SHOWN) © 0 EXTERIOR 0 Jt OH Q © 25 m o NOM. PANEL WIDTH OXXXXO 9P CORNER DETAIL'O'ON SHEET 22 DO 135*CORNER DETAIL'P'ON SHEET 22 OFTK)NAL IN LIEU OF J1 C DOOR FRAME WIDTH FRAME WIDTH _... — �I O S N o PANEL WIDTH In 3 �I C H J H _ 'O 3-o C Z ¢ K i U L XXXXXX(sI�WN) © QQ L"l EXTERIOR 90'CORNER DETAIL'0'ON SHEET 22 NON-REINF. INTERLOCKS 135'CORNER DETAIL'P'ON SHEET 22 SEE CHART ON SHEET 13 - u OPTIONAL IN LIEU OF J o DOOR FRAME WIDTH FRAME WIDTH `o -- — PANEL WIDTrI I u� G J H i N ; mr•- 8 a o XXXXXO(SHOWN) © HO EXTERIOR OH O OH HOO `71111TITI J OXXXXO 90'CORNER DETAIL'0'ON SHEET 2zNON-RDNF. INTERLOCKS 135*CORNER DETAIL'P'ON SHEET 22 SEE CHART ON SHEET 13 CPTICNAL IN LEL OF JI � ` f NOTE APPROVED CONFIGURATIONS_ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) 1f OF drawing no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS pq�ph,: W1 —31 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ` �SS� •�• � THREE (a) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. TIT 11 111�� sheet 5 oi28 DOOR FRAME W' DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 V coil EL WIDTHNON-RONF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS `I� n SFE CFNHf ON SHEEP 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 r-- ARE PRESENT. Z m FOR DOORS USING 90' k 135' CORNER STILES C h m Y H iY LIMIT MAX. DESIGN LOADS TO ±60.0 PSF f � o"id io / PRODUCT REVISED Q 20 O a M a 2s complying Cod with the FIot$* 0,Build NOA-Io. ,7-101,.14 IL m <I C t EXRIOR OH © EaPiratioo Dat.08/221202 Q=h n LL PXXX(SHOWN) By / o Z M XXXP _ DOOR FRAME WIDTH Mfam- a ro uct�en- trot O 1�4 g DOOR FRAME WIDTH -REIV8 2 RT EL WID1H NOOENON SHE NF.INTERLOCKS 13 C H O m' u.ItUi �.' � H aril f iY �U m Mzi 1 j I N PXXXXXXP(SHOWN) ® O EXTERIOR O so CORNER OL'o'OF SHEET 22 13T CORNER DETAIL'PON SHEET 22 O OPTiONN IN LIEU OF J O W ... DOOR FRAME WIDTH - -_ O DOOR FRAME WIDTH _ 0 RE NON-REINF.INTERLOCKS OODSSS C SEE CHART ON SHEET 13 O=N o n r---- -- - R 3 N L ~s i H J H i 1� aZJ rl OO HO HQ ® OH PANEL WIDTH HO KO PXXXXXX(SHCWN) EXTERIOR XXXXXXP 13 CORNFF DETAIL'O' ON SHEET 22 POCKET CAVITY NOT BY CGI 135 CORNER DETAIL'P'ON SHEET 22 � NOT PART OF THIS NOA OPTIONAL IN UEU OF J R$$a DOOR FRAME WIDRI DOOR FRAME WIDTH o _ NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 i o 0 s i M J H 1 I�V � ♦g H H fY _ 8 I M N TF C x L-- `---- PXXXXXO(sHowN) EXTERIORPANEL WIDiH `Tll f11 rT OXXXXXP CORNER DETAIL ON SHEET 22 13 135 CORNER IE O 'P'ON SHEEP 22 ` �. •. � APPROVED CO FIGLJRATIONC_ OPTIONAL M UEU OF J POCKL"TED DOORS (NON-REINFORCED SHOWN) NOTE: PdWri SEE SHEET 13 FOR Op ANC REINFORCING OPTIONS1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.THREE 3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRFSSURES SEE SHIFT 13. ��POCKETS ARE NOT PARr of THIS aPPRovu3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. '.•S • w AND To BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG, �N rf� ALT`��� ahaet 6 of 28 DOOR FRAME WEE W THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 V I REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n SEE c ON SHEEP t3 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z o p 11 w FOR DOORS USING 90` k 135' CORNER STILES N LIM T MAX DESIGN LOADS TO 160.0 PSF H Z "m G Q a= Q 00,c PRODUCT REVISED 0 lying the Florida rgEXTERIOR aoa© :S. n i eOA-44o. 174011.18 1%D �� LL OX( ) Expiration Date 09122/2020 o ,� Br °zc" o ,�OR�W. MkX. FRAME WIDTHMiami--li a duct Control O a b 9 'i r I REINF. INTERLOCKS / a' 7 SEE CHART ON SHEET 13 LL Z Is y h Q EXTERIOR O L1 C XX O C 0 w #B X 3/4'SMS .0 c DOOR FRAME WIDTH fAT 24'O.C. C ----__MAX. 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FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ' ,per••..Of," W10-31] FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. 4���NAL1 1111 sheet 9 of28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED 1, V v CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z m FOR DOORS USING 90' k 135 CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF °0 PRODUCT REVISED o o $ as comply g with the Florida 0 Building Code a NOA-.N,• 17-1011.18 Expiration Datn 09!22/2020 ��w W M pp MIamF-D noduct Cont ()IL p Q H G aW=LLgm DOOR FRAME WIDTH _ ._. FRAME WIDTHJ C7 0 L° NOM.PANEL WIDTH NON-REINF.INTERLOCKS Q 17d Opli f SEE CFMRT 04 SHEET 13 H J H i g 0 0 Q Lu XXXXXXXX(SHOWN) c OXXXXXXO © Q & Q 0 EXTERIOR H H H J H W CORNER DEDUL'O'ON SHEET 22 3 N m 135 CORNER DETAIL'P'ON SHEET 22 =' h OPTIONAL N UEU OF J0 M d v3 0 DOOR FRAME WIDTH aM. 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FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF drawing no. S RtoR1oR: 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. POCKETS BE REVIEWED BY ARE NOT PARI OF THIS APPROVAL ANTO D 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. rrJ S ALT�� sheat 11 of 28 ANAHJ. THIS APPROVAL QUALIFIES DOORS WITH APPROVED �U cat CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 a ARE PRESENT. Z ro 3 FOR COORS USING 90' & 135 CORNER STILES F e i LIMIT MAX. DESIGN LOADS TO ±60.0 PSF z °' 0. PRODUCT REVISED 0 o N U as­mpilinp with the FlorWm W Building God. a NOA-No. 17-1011.18 Q,'C h: Expiration Date 09)22/2020 0 O W BY C C o Miami- a Product ontro G a°p itytn0 _ FRAME mum Z LL Z NOM. PANEL WIDTH NON-REINF.INTERLOCKS _ DDDR FRAME WIDTH SEE CHART ON SHEET 13� Q w m!�Lp EL } i93 11_�m IOW H H H H Ia tv I U 1 C I VJ o K 1 h D I N tO ® i 1 O PXXXXXXXX(SHOWN) O O HOOH UQ O EXTERIOR © c"' XXXXXXXXP : C } OXXXXXXXP POCKET CAVITY NOT BY OGI 90'CORKER OE7Nl'O'ON SHEET 22 °i- NOT PART OF THIS NOA 1 N o DETAIL'P in n_ OPTIONAL IN LIEU OF J ON SHEET 22 3 N n m M '003 FRAME WIDTH va 3 R I NOM. PANEL WIDTH NON-RONF. INTERLOCKS U C) SEE CHART ON SHEET 131 DOOR FRAME WIDTH N H H H j o u' ;+ o I e6So° # 39b I q R C iii�EEE t LI PXXXXXXXO(sHowN) O C EXTERIOR H ^ IY 90'CORNER DETAIL'0'ON SHEET 22 c o N 1 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J I 1 } APPROVED CONFIGURATIONS _ 1 POCKETED DOORS (NON-REINFORCED SHOWN) NOTE' _ 70M i SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 'Q ± 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF dm;n9 no.POCII 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ••'• a!!d•�`_•,`,_ � WO-31 1 AND KTo BE REVIETS ARE IEEWEDD BY PART OAHJ. APPROVAL 3. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. / ALI,"�`` sheet 12 of 28 } I DZMGN LOAD CAPACITY-PSP(GaAs) GLASS CAPACITY CHARTS V U CIAS5 TYPLS GIASS TYPE n 'A'h'Al' 'B'A'Bl' o 6011. DOOR mumaR OF 4/%R ccs was Z F191EL E FAFARMN Sou ra u LADED E3G.(+) 114T.(-) E%7.(+) M.(-) O °' a 24-1/8 f0 80.0 80.0 80.0 80.0 ry al 30-1/8 to 60.0 80.0 80.0 80.0 0.0 O D U� 36-1/8 10 60.0 80.0 80.0 BOA O W>.r 42-1/8 10 80.0 BOA 80.0 80.0 IP NON• PANEL WIDTH _ D+Fu «< 48-1/6 f0 80.0 60.0 80.0 80.0 C f7� s 54-1/8 N. 53.3 53.3 71.1 71.1O=O 24-1/8 10 60.0 1 W.0 80.0 BOA 30-1/B 10 60.0 80.0 BOD 6010 FtL PANEL WIDTH__� a O C a g LO d 36-1/8 6410 eao 60.0 BOA 60.0 O O yy 42-1/8 10 emeo.0 8010 BOA V)01 CI a 48-1/6 10 6010 00.0 6010 au Q N 54-1/8 9 533 53.3 71.1 1 71.1 24-1/8 10 6010 60.0 BOA 6010 .J C j g 30-1/a 10 60.0 60.0 5010 6010 Q Or NOM. PANEL.WIDTH 36-1/0 !q f0 80.0 00.0 e0.0 42-1/0 10 60.0 80.0 80.0 8010 4a-1/a 9 60.0 60.0 8010 ao.o o 24-1/9 10 60.0 60.0 8801c I G 30-1/8 t0 60.0 80.0 &1.0 BO.O 36-1/8 iM 10 6010 60.0 BOA e0.0 n 42-1/5 10 604 80.0 80.0 804 p g 48-1/9 9 80.0 OOD 80.0 60.0 NOM PANEL WIDTH 0 W Ce .SS .17 LL 'At','BI' C INT2RLOCR9 ° C-4 u WrM REM. 0)n EXT.(+) INT.(-) a M 24-1/5 10 - - 8010 60.0 d a 3r n 30-1/8 10 - - 8010 60.0 APPLICABLE FBC EGRESS E C_Z� REQUREMENTS TO 13E.-1/a 10 - - BOA 6010 REVIEWED BY AFLI. rn 3 O g 42-1 102 10 - - 60.0 80.0 48-1/8 to 6010 80.0 (-) 54-1/8 9 54.4 84.4 O 24-1/8 to _ 60.0 60.0 30-1/8 to - 60.0 60.0 . 36-1/8 10 - - 80.0 6010 42-1/8 fOD 10 - - 8010 60.0 46-i/6 10 - - 80.0 60.0 78 54A 5104 0 p5 R C 24-1/8 10 - - 60.0 60.0 R R 30-1/8 10 - 60.0 eo.o 77 36-1/8 114 10 60.0 60.0 0 8 rc 42-1/0 f0 60.0 60.0 48-1/8 9 - BOA 80.0 NOTE: .. 24-1/6 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE o„ - 0 30-1/6 10 - - eo.o eo.o � 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) b 36-1/8 t2o 10 - - 60D 6010 AND FLORIDA BUILDING COMMISSION b o x a 42-1/5 1O 60.0 604 DECLARATORY STATEMENT OCA05-DEC-219 48-1/8 9 - - 60.0 60.0 O PRODUCT REVISED I 1 n n n as,o; 2 ng-11th the Florida : r R N N Building ode $ a ' NOA-No. 17-1011.18 Expiration Date 09122/2020 t - = = drawing no. 107E OF _ SILL RISER !iF]d5 E8 OR E8.1 ARE REQUIRED FOR LARDSW BY '••, ot�oF•.•' 0-3 ABOVE +80.0 PSF ONLY. Miami-Dad roeucf Control ��� /�� `� 1i/oREiNOSPS, w�rL•e�B� r7jMtlA11111` sheet 13 of 28 3/16"ANN.GLASS 3/16"ANN. GLASS V 075"Interlayer 075'Interlayer n Saflex CP With PET Core Saflex CP With PET Core 0 By'Eastman Chemical Co.' By'Eastman Chemical Co.' 3 OR OR Z n .090'Interlayer .C90'Interlayer 0 q Saflex Clear And Color Glass Saflex Clear And Color Glass cc�� 'Eastman Chemical Ca.' Ely 'Eastman Chemical Co.' a H 2 I OR OR Q C S•• 090'Interlayer 090"Intehayer SantryGlos% 3/8'AIR SPACE Sontrjclas By'Kuroroy Americo, Inc.' By'Kumrcy America, Inc.' OR OR C 090'Interlayer 3/16'TEMP.GLASS .090'Interlayer 0 V awl Tros'doI PJB Trosild PJB VSri e By'Kuroray America,Inc.' By Kurarcy America, Inc. a 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 0 Lw&a F ItZD n S�'JCOS 1200 �Eu GE SCS E 1200 Q W y Ti o DOW CORNING 899 m DOW CORNING 899LL Z_ ffi DOW CORNING 995 DOW CORNING 995 ',Ztl m m Y ] MI j V Mt XL EDGE SPACER m o I r o P i' ST. STEEL BY 'CARDINAL' OR I,l DURASEAL BY'OUANIX' OR Is P'. SETTING BLOCKS Ri SUPER SPACER BY'QUANIX' U O AT 1/4 POINTS ON LTT13 O a 1 WIDER THAN 36' 1 SETTING BLOCKSEPUM S n [ti � DUROMETER 85*5 AT 1/4 POINTS ALL SIZES )( LLL��A0.0.ddd EPDMF W DUROMETER 85±5 p GLASS TYPE 'A' GLASS 'TYPE 'AV 7/16"OVERALL UAL GLASS 1"OVERALL INSUL LAM. GLASS O=N o CN $ 3/16'HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS O "r i V 3 m .075'Interlayer .075'Int �erlayer C Z n Saflex CP With P'7 Core Saflex CP With PET Core p By'Eastman Chemical Co.' By'Eastman Chemical Co.' Er D r9•' OR OR 090"Interlayer .090'interlayer 17y U Saflex Clear And Color Claes Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemica+Co.' OR OR .090' Interloyer 3/8"AIR SPACE 090"Interiayer SentryGlas SentryGlas Ln By'Kuroroy America,Inc' By'Kummy America, Inc.' OR OR f° 090'interlayer 3/16'TEMP.GLASS 090"Interlayer `�m 4 c Trosifol PVB Trosifol PVB o F By 'Kuroroy America, Inc.' By'Kuroroy America,Inc.' _ o 3/16'HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS b a: SILICONE SILICONE GE SCS 1200 GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 N DOW CORNING 995 N DOW CORNING 995 Y M1 M1 {- XL EDGE SPACER li I SETTING BLOCKS ii S STT.STEEL BY OR m >< .i AT 1/4 POINTS ON LJTES DURASEAL BY 'QUANX WIDER THAN 36" OR ._ EPDM SUPER SPACER BY'Ql1ANEX' O DUROMETER 8535 p SETTING BLOCKS PRODUCT REVISED W W AT 1/4 POINTS ALL SIZES as compyin9 with the Florida d n S N ' Building Code EPDM W �j DUROMETER 85±5 NOA-No. 17-10'1'1.75 _ ••:*- $ 9 ,t Expiration Date 09/22IW20 a GLASS TYPE 'B' GLASS TYPE 'A1' By � OF drawing no. 7/16-OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS Miemr-Da J ro�aet ansa! ' •Roa�o" .`` W10-31 GAZING OPTIONSOPTIONS pi IIALt\p\�`� sheet 14 of 28 TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 26Y WOOD BUCKS IN CLUSTERS TYPICAL N CLUSTERS TYPICAL ANCHORS CONCRETE AT MIG. SME SEE NATE SHEET 1 AT MFG. m.E IN CLUSTERS "1 $INTERLOCK ENDS AT ATG.STILE METAL STRUCTURES I 4:RRERLOCK.ENDS 18Y Bupcs AT ATG. STILE _ o . .. 3 KSI SEE CHART � h INTERLOCK ENDS SEE SPEC BELOW - - • a SEE WX SHEET 1 h INTERLOCK ENDS EOOE _ ';FQa O(yJgynES,.•. CONCRETE FOR OUANTTTIES FOR OL'APtTTTIES SEE CHART Z 3 DIST. . .3 5/�'... FOR QUANTITIES Q 5 a. EDGE.'dR... �3 6/8' 'CRETE S.DGE 3 5/8' qF F 2 N a -� o �AL Q ANCHOR TYPE A y ANCHOR TYPE A y ANCHOR TYPE B mai ANCHOR TYPE C EDN O'Q � INTO 29Y WOOD BUCKS THRU IBY WOOD BUCKS $ DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES o C CL 0 OR WOOD STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONSmm- DROGN LOAD CAPACITY- PSF(ANCHORS) Q W I WOOD BUCKS AND METAL STRUCTURES NOT BY COI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO 2 m:a SAD ANCHORS WU ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH f -- (TYPN A.B A c) (Wpm NL) g CLUSM AT (LISTER AT -TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE RFD. FRAME HEAD AND SILL Q m R s9tE/S0olloFx 1709 stte/N1Ba00K Bas _ _ _ _ _ 4 e a 4 e e A'1' DEAD- _- - - - - -AT TAMBs- - - - - NOM. ooaR TYPE 'A'- 114'X 3-1/4'ULTRACON BY'FIGS' (Fu-177 K91,Fy-155 K9) TYPE'A'- 1�4- D s ULTRACON BY' f'O' (Fu.t77 KSI,F)�t55 KSI) PANE w°1x 161 Exr.(+) Exr.(+) E%r.(+) Exr.(+ s w n+min wen M_(- IM.(- INF.- w.-) INT.(-) INT.- .. - Z O THRU 76Y DUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES u-t/a 50.0 - - ao.0 - - I 1-1/4' MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I c T 3o-1/a 80.0 - - a0_o - - 3e-t/a 5o.o - - lea 150.0 - - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY m 42-1/e 92 7z.4 60.0 - 615.7 150.0 - I 1/2' MIN. EMBED INTO CONCRETE II 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I i Y2 N-1/3 68.3 30.0 - $3.4 90.0 - ?S TYPE 'B'- 1/4- % 3-t[}'ULTRACON BY 'FICO'(Fw177 KSI,Fr-155 KSI) TYPE 'B'- ]f4' DIA ULTRACON BY 'EL(XI' (Fu�177 K81,Fy-15s KSI) StZ �W 54-1/9 6z.e 30.0 - w5 80.0 30.0 S 24-1/0 150.0 30.0 DIRECTLY INTO CONCRETE II DIRECTLY INTO CON(. OR MASONRY I 30-/8 60.0 - - 804 - - 2' MIN. EMBED 1-1/4' MIN. EMBED INTO CONC. OR MASONRY C O 2 N O 915-1/a 76.5 60.0 - 7ta BO.o - I TYK'C'- /4' DIA SELF DRILNG SCRElYS I I A SELFDRILLING CREWS 1n a 1 (GRADE 5 TYPE'C'- 1/4'OL (ClUOE s CRS) o O 9! 42-1/5 67.3 80.0 - 60.3 80.0 - .. d 415-1/e n2a 150.0 - 09.1 80.0 00.0 I IONTO MIAMI-DARE COUNTY APPROVED MULLIONS I I INTO MIAMI-D.ADE COUNTY APPROVED MULLIONS �3� 94-1/6 ae.4 150.0 150.0 59.3 aao s- INTO METAL STRUCTURES (MEAD/SILL/JAMBS) .. INTO METAL STRUCTURES(HEAD/SILL/JAMBS) 30-1/8 •79.7 80.0 - 3755.6 50.0 - I (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE I I (3)THREADS MN. PENETRATION BEYOND SUBSTRATE 35-1/6 90 W2 80.0 - 65.6 50.0 - ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/6'THK. MN. (6063-T5 MIN.) 49-1/a e1.S a0.o - 05.7 e0-0 e0.o STEEL: 1/8'THK. MIN. (Fy - 36 KSI MIN.) t STEEL- 1/8'THK. MIN. (Fy - 36 KSI MIN.) U o 46-1/9 05.7 150.0 30.0 53.7 80.0 80.0 - (STEEL N CONTACT VTN ALUMINUM TO BE PLATED OR PNKTED) _ - _ I . - (STEEL N CONTACT WITH ALUMINUM TO 6E PLATED OR PAINTED) .- 24-1/a $0.0 - - no.o - - -. - -.-. _ _ - ---_IJJI I/I��� Q 30-1/e 73.8 50.0 - "a 80.0 - -AT SILL ANCHOR FOGE DISTANCES 30-1/a p6 63.9 80.0 - 00.6 60.0 - FTYPE '62'-1/4' DIA ULTRAGON BY'ELCO' (Fu-177 KSI,Fy-155 KSI) IMO CONCRETE OR MASONRY=2-1/2'MN. 42-1/8 57.0 50.0 85.5 64.0 60.5 80.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE= 1'MN- M IMO METAL STRUCTURE a 3/4'MIN. yg 415-t/e 61.9 77.9 150.0 4p.3 73.9 150.0 - 1_3/4=MIN. EMBED INTO CONCRETE- _ _ - WOOD AT HEAD OR JAMBS SG -059 MIN. $8 24-1/15 60.0 - 155.5 - - - CONCRETE AT HEAD,SILL OR JAMBS Ac - 3000 PSI MIN. o¢T5 3o-1/a 60.0 - - 150.0 - - NOTE: C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm - 2000 PSI MIN, W Q 39-t/e 99.3 150.15 150.0 yes 60.5 50.0 ANCHOR CAPACITIES LISTED ON THIS C 42-1/8 102 62.7 60.0 60.0 60.0 SILO 40.0 SHEET TO BE USED IN CONJUNCTION SILL RISERS 415-1/9 07.9 150.0 60.0 45.5 Sao 65.0 SEE SHEETS 14, 15, 17 do 18 FOR OPTIONAL SILL DETAILS u 54-1/8 44.3 60.0 600 42.0 6o.D 150.0 LL00 WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY 24-1/8 60.5 - 0. 00.0 _ _ u LOWER APPLICABLE VALUES CONTROL i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE 8 x ANCHOR TYPE B c m 30-1/8 50.5 - - - o TO 2 AND 4 TRACK FRAMES. °'ate 36-1/a 108 96.3 1500 60.0 sz3 605 150.0 DIRECTLY NTO 3 KS! CONCRETE �� DIRECTLY INTO 3 KSI CONCRETE o c- PLEASE SEE FOLLOWING SHEETS FOR DETAILS. EDN 0 c SI`o 6 42-1/8 49.1 60.5 60.0 48.6 60.0 65.0 N \9 O O 48-1/8 44.0 60.0 W-0 42.2 60.0 60.0 a C 24-1/3 60.0 65.0 J -. 30-1/8 50.0 - - 972 $o.o Nw.o 2: PRODUCT REVISED . '...'.'. ....1., ' p11 111 I"r 0 L 36-1/8 114 at.v 05.0 60.0 49.2 60.0 150.0 Og c0 Y'. .'.','.'.".'.:'::.'.':: ♦ /� 1 t / 3 mplying with the Florida .... I ,i' I . ' ♦ _1� �i� 42-1/0 45.9 60.0 60.0 43.6 QO.O 60.0 Cj B.ildin9 Code •• J'6/8.r•• J�' b 4a-1/a 41.5 60.0 60.5 39.4 09.1 eo.0 m Noa-NO. 17-1011.18 i4 24-1/a 60.0 - - 60.0 - - F Expiration Date 09/22!2020 30-7/8 58.9 60.0 60.0 54.0 90.0 60.0 ... .:. TYPICAL ANCHORS -* ••:*= a 8 36-t/5 120 4S.e 6o.a w.o 015.9 150.5 150.0 By g HARDENED • IN CLUSTERS - NO-METAW/NON-SHRINKAGE dTnwin n0. 4z-t/a 43.1 150.0 150.0 wa 00.0 ao.a Miami-Da Oduct ontro HIGH STRENGTH GROUT AT MTC. STILE OF9 48-1/e 35.9 55.4 90.0 36.9 60.4 60.0 Yc 5000 PS MIN. h INTERLOCK ENDS LIMIT IXT.(+)LOADS TO 80.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES NOT BY C.G.I. �RES � '1`�` W 0-3 LIMIT EXT.(+ LOADS TO 80.0 PSI FOR DOORS W/RERNF.UPTO 96 N.M. MUST TRANSFER SHEAR A 1 11` Sheet 15 of za UMiT E%T.(+ LOADS TO 60.0 PSF FOR DOORS W/RONF.ABOVE 96 N.M. UPTO 120 N.HIGH. - LADS TO STRUCTURE 1I1 1 Il ur, U SEE SHEET t5 FOR ANCHORS PRODUCT REVISED � as complying with the Florida jI BuildinCode a 5� NOA-No. 17-1011.18 -1 ; £ EDGE DIST. 3 5/S� EDGE EDGE DIST. 3 5/S' EDGE DIST. 3 5/B* z h DIST.., E cpiratbn Date 09/22/2020 0 By p Miami-D roduct Control �.IL ` o O��ljll O y U Q CC�11 — -- 0G'w� V'cgri WEEP SIZE 1/4- X //s" Oro a m o pa0< S t M,i '�(, f REFER TO SHEET 15 FOR VARIOUS 8 4 O ® O _ a T ® INSTALLATION CONDITIONS. 1 2 g N ZN LL n T m OPTIONAL SLANT SILL ADAPTORS Q W 01 a I 'I is i i' 8 c II li h I_ N 011 Q W DECORATIVE3 0' � .0 N OPTID a NA} x N W FF W 2 h i v3 II U I III 0 I i I I SILL RISER �� 'I'I POURED&HARDENED ii Eat READ. FOR LOADS ❑ "I HIGH STRENGTH GROUT I. ABOVE +60 PSF 01 R ! NON-SHRINK,NON-METALLIC II SILL RISER B f'c=5000 PSI MIN. ® RE00. FOR LOADS N0T TRANSFER BY CO,WINDOWS (1) ® ABOVE +60 PSF MUST SHEAR E) LOADS TO SBUCTURE ® ry O ® © m c ® ® ® 0o; �os �ZS C �2 N .. \' \1111111JI", o •e i E j \ EDGE DIST• x 3.5�y• 1 ' s3.5 I KSI CONC. I As..13•KSLCONC. ' EDGEDIST.• Itis EDGE'DIST. SEE SHEET 15 FOR ANCHORS •. OF Browing no. THREE (3) TRACK DOOR DETAILS i'Sil ` � aheet16of28 T dEVANCHORS PANEL WIDTH�EE =M%-U V FOR SPACING 0 1/2' MAX. © E6 D.L.O. O SREINF.AS EE CHARTRON O O Z °`°' % LOADBEARING N1SA 1 SHEET 13 FOR CAPACITY i E5 F f 'i a 1 a s S p 0 - - 0 C4 1-7 UO W LL • O O O O O V G Z m o 0 D O 1 — - n . - �u Q M to o n 1 t OO O O O O O O J oro¢ i FI�MI4A M16A_— 8 E27 1 E4 I DL OPG. n 1 EXTERIOR NON. PANEL WIDTH 1 PANEL WIDTH 5� tu- 0 LOCK STILE INTERLOCK INTERLOCK (REINFORCED) REINFORCED) C DOOR FRAME WIDTH ono 3 /I X,8 OR WOOD BUCKS f'10 X 1-1/4'SS PH SMS 3 cpvM 1 PER CUP M ro !!! v3 ; J O PANEL WIDTH O O AT 18• FROM EACH M2 5-0``g 1/2' MAX 1/2'MAX AND AT MIDSPAN 1/4'M[AX p LOAD BEARING 0.LO. LOAD BEARING rB X 3/4'SS FH SMS LOAD BEARING METAL, U SHIM I SHIM I 1 PER CUP SHIM STRUCTURE O Z TYPICAL ANC RS I _ __ u Um _ II SEF - - TYPICAL ANCHORS -- - TYPICAL ANCHORS O FOR SPACI SEE ELEV. SEE ELLY. 1 II FOR SPACING _ u FOR SPACING c p II _ II °G W ' 4 2 oN EXTERIOR FlXED PANEL. EXT. DOOR FRAME WIDTH DOOR FRAME WIDTH %A1111,1111, PRODUCT irr •p PRODUCT REVISED DOOR FRAME WIDTH as complying with the Florida n /av OR LARGER WOOD BUCK B:Iilding Code . NOA-No. 17-1011.18 — o 3 WOOD STRUCTURE r.plra6on Date 09/22/2020 - - ey61A DF drawing no. Mlam D roduet Control aDR,oy� W10-311 1 THREE 3) TRACK DOOR DETAILS �yT11111N111 sheet 17 oT�8 I SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS o A2 EDGE DST. 1 3/4' - C EDGE DIST. 131+• Q 3 KSI CONC. N Q? 'e .;a. '1 .I 3 KSI CONC. 0�O N N ¢ WEEP SIZE 1/4" X 1/8" C>Qw I REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDMONS C a o a 0 z`^ Qww 5 Y. OPTIONAL SLANT SILL ADAPTORS C n DECORATIVE n SILL COVER `2 OPTIONAL Li O r.I i 14 ! W W rS ii1 N h 3$ s O l W O 0 iI ' a N M[I iQ S _!: U-: SILL RISER E8.1 OPTIONAL FOR LOADS I I �+fiC PSF I O (+ � I � o rc POURED k HARDENED r5 II HIGH STRENGTH GROOT ' 3�3 NON-SHRINK, NON-11 SILL ISER 11 a k V NOT 81 000 1PVIStJ MDOWS I ® Ee RAEOD"IERR LOADS II o € MUST TRANSFER SHEAR mil LOADS TO STRUCTURE r n ® gliC de 81 1 D1 ® �css " I s D 2 N I ..i... PRODUCT REVISED as complying with the Florida n .° Building Code 6' NOA-No. 17.1011.18 0 ','' .� I•, I. 3 KSI CONC. \ �.�` •: +.•I.• �'' I. `3 KSI CONC. Expiration Date 0912212020 mGE GIST. 1,.sle EDGE DIST. d By rawing n no. -SEE SHEET 15 FOR ANCHORS Nliam' lace Product"lltroll ••• 1OP•',���� W 10-31 SEE SHEET 15 FOR ANCHORS TWO ` TRACK DOOR DETAII.S III 111t1t sheet 18 of 28 1 I TYPICAL ANCHORS SEE ELEV.FOR SPACING - c PANEL WIDTH 1/2' MAX. Z m I3 10 X 1-1/4'SS PN SMS PANEL WIDTH 0 LOAD SEARING G 1 APER CUP O aL o. J 1 P f A d M2 /8 X 3/4'SS FH SMS D.L.O. v L+ 1 PER CLIP 1 p 0 o N\' U W IL — - - -- g.o u _- _.. _ _.. _.. .. .- o s q °o? cl ° @ Q pILa< - Q��2 E tL Z o o @Qo OO a $f W � __ --- 1 E4 E9 x J E2 D.LO. INTERLOCK FIX_ ED (REINFORCED) ASTRAG� Q EXTERIOR 25 n NOW. PANEL WIDTH of c� O ` g DOOR FRAME WIDTHLa 0' 113Y WOOD BUCKS O'r SEE NOTE SHEET 1 N c 31:N' u o n 5 LOAD OWING K 1 L1 o /10 X 1-1/4' SS PH SMS 1/4' 3 0 S SHIM EARING PANEL WIDTH 1/2' MAX 0o§ 1 PER CUP L�SHIMM METAL TYPICAL ANCHORS STRUCTURE D10. LOAD BEARING SEE ELEV /8 X 3/4'SS PH 5MS Yir SHIM FOR SPACING 1 PER CUP --1 TYPICAL XR 7YPK;AL ANCFWRS SEE SEE ELEV. @@X @@x FOR SP __ _ pry II FOR SPACING I x gg tj og15 W no EXT. � Iran EXTERIOR DOOR FRAME WIDTH n DOOR FRAME WIDTH ODOR FRAME WIDTH FIXED PANEL ``l1 uuirriX 2137 WOOD SUCK �y.pp OR ........... -.. - '� lG W000 STRUCNRE PRODUCT REVISED SEE NOTE SHEET 1 as complying with the Florida Building Code - IMOA-No. 17-1011. 8 Expiration Vete 09/22/2020 ATE OF � drawing no. °j ORIOK.` ter.'` W10-31 Mtam' ra uct ontm TWO (2) TRACK DOOR DETAILS S rr�WAl� � sheet 19 of 213 rrl n111 1(- REFER TO SHEET 15 FOR VARIOUS SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONS. 5-/8'as ( DDISTE' a .. , - _ PRODUCT R7E7V-I'1S0E�D'L�8 �ZEDGE DIST. 3 5/8' EDGE DIST. 3 5/6. EDGE DIST. asco1yI gwlth the Florida m= '4 Building C HOA-No. mqZo v oExpiration Date 09!22(2020 : 33 -- g a A BY (Alam rodact Co trial o C O�a'in [ V o ut"WEEP SIZE 1/4' X 1/8" c rc m oq 1 I Mtt O 1 1 //��11 //tt�� O dj H¢ m 0A j zi JZna �i Z I III i . I OOF i, OPTIONAL o SLANT SILL ADAPTORS 61 Y' DECORATIVE O r m 2 ca O G��y SILL COVER ,� ;N M Jj a oanow,_ al v 3 $ !. a L) 1 II 41t �--... w iI Ij SILL RISER I II E8.1 REOD. FOR LOADS c G 'I i POURED h HARDENED ABOVE +60 PSF o II.i HIGH STRENGTH GROUT NON-SHRINK,NON-METALUC SILL RISER 5 a fc-5000 PSI MIN. E8 REOD. FOR LOADS ,,rr� ` 000 NOT BY CCI WINDOWS ABOVE+EiG PSF 11� MUST. - TRANSFER SHEAR �-- LOADS TO STRUCTURE I 1 I� C .��► ... R � �DIST...._ 3 5/9', y EDGE DIST. '3 5/9. .I 3 KSI CONC. EDGE qSi. 3 5/g 3 KSI CONC. SEE SHEET 15 FOR ANCHORS lE OF drawing no. FOUR tQ) _TRACK DOOR DETAILS ' �s�rf ALt-```�` meetZpot28 TYPICAL ANCHORS SEE ELEV. PRODUCT REVISED A!� FOR SPACING PANEL WIDTH - - ascomp) ing with the Florida �Y 0 Building ode 1/2'MAIL (X"Z NOA-No, 17-1011.18 1/4'MAX. Z a• 3 h J L6�D IBFMAPoNO MISA t Expiration Data09/2212020 �3 LDADSHIEARING MEFAL RE P w I UCTW L N a D.L.O. BY 7Q a e F o 1 Mia- roduet Control -- Z O O�'o U TYPICAL ANCHORS a C"... SEE ELEV- 0 FOR SPACNG ti 8 _ 00.11 N Cy o r.. 1 o yy S �NJI 0 m i� A N a ul y LL p O 4Mzn zzagyp{ r N Q ` F IY14A Y18a ! (A y N N II o V U m 3 •af ki N � R C �i d 25 EXTERIOR N "I UU C z 0 W EXTERIOR /to x 1-1/4'SS PH sus W 1 PER CUP C DOOR FRAME WIDTH L`z 3 PER PANEL O r^o 1X8 OR LARGER AT 18'FROM EACH END M2 W000 BUCKS 1/2•MAX AND AT MIDSPAN 1/4'MAX. 3 Ntto LOAD BEARING #8 X 3/4'SS FH SMS LOAD BEARING METAL cd -p 3 SHIM 1 PER CLIP SHIM STRUCTURE 3 Z z z O n 1/2'MAX. Oo z O� N U TYPICAL ANCHORS it U O^5 F LOAD BEARING FSEE OR SPAS. TYPICAL ANCHORS U f SHIMSEE F I N FOR SPACING TYPICAL ANC RS II II K' 7 b SEE Eli FOR SPACIa00 8 N99 E ----- - EXTERIOR EXTERIOR ``111 a qr r o DOOR FRAME WIDTH DOOR FRAME WIDTH '8 � 2X8 OR LARGER WOOD BUCK v u OR WOOD STRUCTURE OF :• _ drawing no. ORma�._: �� W10-31 A1 FOUR (4) 'TRACK DOOR DETAILS '' Y.VV _O vi J h C oR`o 0 110-16 X 1/2' HH SEF DRIWNG SCREWS -� �AT 6'FROM ENDS& 12'O.C. ¢ g Oe•0p � O � O9P CORNER O 135' CORNER 3 #10-24 X 1/2' �I W #10-24 X 1/2FH THREAD CUTTING SCREWS v n II FH THREAD CURING SCREWSGFROM 1 C 1 3 T ' ENDS& 1Y O.C. AT 6'FROM ENDS& 12'O.C. A 0) �. o L 0 W A o — — - - 000SSS �2 E3 O u~ m z .. 3 o n E�6 O EXTERIOR 8 8!=H EXTERIORo81 D.L OPG ffi U PA1JF1 WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH #10-16 X 1/2- HH SELF DRIWNG SCREWS a o AT s'FROM ENDS& 12'O.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY c r - +`11111U11lrrrr o PRODUCT REVISED as complying with the Florida S Building Code L = S MOA-No. 17-1011.18 = aa $ Ia Expiration Date 08/2212020 6 or ; drawing no. y oW� W10-31 Mian • Pr not ro •' ' rrrrr1111^jL11��`` sheet 22 of 28 s • EXTERIOR MOUNTED r u SOCKETED JAMB U TYPICAL ANCHORSro o TYPE A. B OR C Z M 1' O AT 6'FROM ENDS AND n B'O.C. INTO W00D/CONC./MEfAL F W I 6'O.C.INTO BLOCK ONLY 4 d N i-1/8'MIN. 1—i/2'MIN. WOOD EMBED O p`c SEALANT mGE DIST. i—t/4'MIN. BLACK EMBED (S w TYPICAL PAD PILE INSTALATION LOCATION i-3(4'MIN. CONC. EMBED CL W t/8 M1N.METAL THICKNESS CONC. C U N r BLOCK v= =.,r WOOD Q`O M o METAL C a o G IyZO H LL irn_ro of `v mN J2RDia w a W 01f 1- O r EXTERIOR Y O 1�i a rn g C m � n 0 ' 0 Ld v O Q TYPICAL AT PANEL 4 CORNERS s c POCKET CAVITY NOT BY CGI < I=r m NOT PART OF THIS NOA 0 3N m TO BE REYIEWEI)BY AHJ ta M O DOOR FRAME WIDTH 2 NOM. PANEL WIDTH U o:F f O o O O O O o &�€ w :1 I OO QO O 0 O 0 O > =s sm.a � EXTERIOR . J .N1 PRODUCT REVISED n as complying with the Florida Y i Building Code N 77-1017.18 OA-No. _ - Expiration Date 09122/2020 OFF111Browing no. Y Miami-D a Product Contro(- /, p/,NA111„ shat Q3 of 28 11 f CODE PART No. DASCRnMON MAT6DAL MANUF. FLLLffi �� U £1 CGI-183 FRAME SILL 2 TRACK 8063-T8 CGt EXTRUDER - IIS n E2 CGI-151 FRAME JAM 2 TRACK 6063-T8 CGI EXTRUDER X41 0 E3 001-11ee FRAME HEM 2 TRACK 6063-T6 C01 EXTRUDER - Z 3 FA Cd-153 EXTERIOR INTERLOCK 6063-T6 CCT EXTRUDER - 0 q°yy J E5 CGI-154 INTERIOR INTER DCK ER 6063-Te CGt EXTRUDER - f Ip EB CGI-155 WAN STILE 6063-TE; CGI EXTRUDER - O O:,c M E7 CGI-158 TOP&BOTTOM HORIZ6063-TB CGI EXTRUDER - O N A EB CGI-157 SILL RISER 8083-TS CGI EXTRUDER - d N E&I CGI-181 ALT.SILL RISER(OPTIONAL) 6063-T6 CCI EXTRUDER Ell EIO CGI -159 FrtERLOCK REWFORC�NO(LLENGTH-FRAME Hr.-8' 6063-Te M EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS Z m a Ell CCI-182 FRAME SILL 3 TRACK 8063-T'6 CQ1 EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT g a p o WN E12 Cd-161 FRAME JB 3 TRACK 8063-76 CCI EXTRUDER - MAIN STILE AT 40' FROM BOTTOM 0 AT GIC y E13 CGI-i85 FRAME HEAD 3 TRACK 6063-Te CGI EXTRUDER - SS MORTISE LOCK (PART JSGD-500) (PSOI-0036-117) a z o n E14 CCI-168 OUTER TRACK ASTRAGAL 8083-Te CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART JSGD-503) (PS01-0036-117) I W EIS CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) LL ?0 f EIB _ CGI-121 7/16-GLASS GLAZM BEM 6063-T5 CGI EXTRUDER ZINC KEEPER (PART #SGD-507) (PART JSGO-507N) Q 0 0 f E17 CGI-423 1'OUSS GLAZING BEM 6063-T5 CCI EXTRUDER - E18 Ca-153A EXTVWR WITIRLOCK (OPItONAL) 8063-T6 CGI EXTRUDER - DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY E19 CGI-134A INTERIOR INTERLOCK (OPTIONAL) 6063-Te Col EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 78" FROM W E20 C0I-155A MAIN snUE (OPTIONAL) 6063-TB CCI EXTRUDER - BOTTOM 44 E21 COI-156A TOP h BorroM IfoRrz (OPTIONAL) 6063_76 ccl EXTRUDER - SS MORTISE LOCKS WfTH RECESSED ADAPTORS (PART JHD-3310141) 8 - E22 CGI-158A AS7RAGAL (oPDONAL) 6063_76 CCM EXTRUDER - SECURED WITH (2) 10-24 X 1/2' SCREWS y� BOTTOM LOCK ACTIVATESWITH TOP LOCK WITH A MECHANICALLY ATTACHED e L E23 CCI-168A OUTER-TRACK ASIRAQ&(OPnONA1_) _ 6063-Te CGI EXTRUDER - CONNECTING BAR (PART JHD-3310142) 23 O ru IE24 CGI-160 SILL COVER -To CGI EXTRUDER - ZINC DLE ET E23 CGI-194 DECORATIVE,33 k TRACK FRAME 5�SCREW COVER 6 633-TO CGI EXTRUDER SECURED WITH (2) 6-32 X 1-1/2' OH MS .0 E25 CGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 1xl EXTRUDER - STEEL KEEPER (PART #HD-3310143) s c -- SECURED WITH (4) 10-24 X 1/2- PH THREAD FORMING SCREWS r a E27 CCI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - W E28 CGI-1028 FRAME HEM 4 TRACK 6063-TS CGI EXTRUDER - '^' p N M n E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 COI-1030 FRAME JAMB 4 TRACK 8063-TB CGI EXTRUDER - C Z LL^ E31 CGI-1057 FETAALE CORNER ADAPTOR(1W) 6063TSCC EXTRUDER - E32 CCI-1058 FEDAA.E CORNER ADAPTOR(135') 6083-T5 CGI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6083-T8 CGI EXTRUDER U M1 001-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PJC - M2 CGI-1171C FOXED PANEL CLIP(2-1/2'LONG) 6063-TS - 3 O FIXED PANEL M3 CO-173 FIXED PANEL SHRA NYLON - 2 PER FOLD PANEL M10 CCI-176 FRAME HEAD ATILIFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER IMFFLDCK/ASM ' M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB oR EQUN - FAFA M12 - BOTTOM RAIL S.FFENER. 1-LONG,2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL o Ty Mia TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/Sr AMESBURY 2 PER OPERABLE PANEL u N13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL n M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 v M14A Psoi-0036-117 DUAL MOROSE LOCK STM INTERLOCKS ATTACHED TO M16A M15 SCD-507 KEEPER --�- ZP4C SUlNAN INST.W/2 110X3/4-PH yq c o r- M15A 5G0-507N KEEPER ZINC INTERLOCKS INST.W/2(10)C3/4'PH -n -sss M18 SGO-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2(10X3/4'Elf � o' M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 f10X3/4-FH c U17 SCO-5500 HANDLE SET ZINC SULLNAN/WTERLOCKS _ -� M76 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - ..`♦ J� MI2 8 .. 52000 SILPRUF SEALANT _-_ SILICONE GE - U20 CCI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PJC SULLNAN OR EQUIV. 4 PER PANEL PRODUCT REVISED ........•''.. as complying with the Florida M21 WS-202 HEM AND SIL SMALL PILE PAD WOOL ULTWA13 OR EQUIV. 1 PER INTERLOCK/ASTRAGAL. BOA-Ho.Code�717-1011.187 - S M22 VIS-201 SILL INTERLOCK PILE PM WOOL ULTRAS OR EQUIV. MOA-No _ M23 HD-12-10042 .350'REACH POCKET SEAL - AMESBURY - Expiration Dab 09/22/2020 . 52 - f10 X 1 1/4-LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER �'. TE OF QO By omo! Miam a Product COMA �� .70M /AN 11 1111`1, Y 4.735 1.340 -^ 1.340 O 1 .070 A70 �� ___-. .120 860 �--, 1.250 .847 1,250 .995 .056 975 .995 .050 975 Z q 3 a_ I� 2, q 3.255 - 1.184 7.184 fes- 3.255 f•W Z a 4.250 4.250 O FRAME HEAD(2 TRACK) t:.7 FRAME HEAD (3 TRACK) -070 t® t©GLAZING BEAD .070 0 W GLAZING BEAD Q LMA.CLASS INSUL IAN.GLASS �,0 .995 .995 0�j�yi�j1 n .075 .075 1508 1.186 O J m o .070-� 2' .070 2.600 EtO TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) 0 a O o •o+ o d .6402---j1 9 .753 3.000 .725 .�5 .664 .060 1.831 3.000 z z g 1.501 QW�LL m 4.735 .070 .995 .070 Z 00 E w 5.921 t 125 1.490 1.415 © FIX. PANEL CLIP 1.490 1.415 O El FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.000 120 J 1�--3.750 3.750 2.005 2.005 U 2755 EXTERIOR INTERLOCK (OPTIONAL) �` c 1 C70 ® S 2 155 1.366 •125 Ee MAIN STILE .695 43.750 MAIN STILE (OPTIONAL) '' a 2.755- O rii .070 3.000 .285 .125 3.000 i ¢ 1.610 1.870 .095 .995 .095 3.510 3.572 O I O F t`1 0. SILL RISER (OPTIONAL) 1.610 1-870 o m ryr 1.600 E1.870 - -070 1.770 .060 1.415 1.770 .060 1.415 30 M n 3.,88 3.572 J C Z4 n 2.005 7.256 2005 .0711 .070 2005 3 o g 1.625 U 2:1 2.005 Q INTERIOR INTERLOCK 21 _-_-- 1.255 INTERIOR INTERLOCK (OPTIONAL) O E14 OUTER TRACK ASTRAGA- STILE E9 INTERIOR TRACK ASTRAGAL STILE -.y 1.186 2.120 ® 2.005 6-,572 :;It INTERIOR TRACK ASTRAGAL o� 5 POCKET HOOK (OPTIONAL) 741 = 1.507 1.831 .625 o z 2.591 u a .156 N 1.920 •�2 e a g 2.670 3.000 � II c m^ E4 .625 1�-- •�o' m EXTERIOR INTERLOCK I•�.625 E8.7 SILL RISER (OPTIONAL) 3.510 SILL COVER(OPTIONAL) 125 1.825 0 .••11 ..... ,.606 �., .. -{ PRODUCT REVISED e ^ p 1.310 as complying with the FbrWa . .125 Building Code 2.005 NOA-No. 17•'�Oi�.�e 1f = '� - ExpintlonDate 09/22!2020 (i drawing no. By -0 Mlamla Product Control INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) AAA1nI1,11 sheet QS of 2$ t • 1.888 -�. t375 4�. 0*2.412 2.270 - O80 Ail n tY o -.128 .128 .190 1.880 280 0�tj J 3.528 ® FRAME HEAD COVER ItII�1L��..J1.886 •725 1.485 4.785 .065 e. G o .190 l J .774 0 -.080 1.621 �� yni IlJ1JJ vj 15201.888 2.581 0 IL 0 g EZ .625 ® FRAME SILL COVER 0 aaa Li F37 FEMALE CORNER ADAPTOR (90') FEMALE CORNER ADAPTOR (135') MALE CORNER ADAPTOR 0 FRAME JAMB (2 TRACK) 243 {Q w'A 0 ---j 1.375 •7 za <= F ,.79, a W .oBo- 1.620 M N J ® FRAME JAMB COVER o c S � 5.651 . r �1.62J.72 • 55 s 065 25 i CO .545 . 20 1.808 — I 6NWrr g 0 0 m^o �N 3 NM I .625 F� .664 d 0 is FRAME JAMB (3 TRACK, M2 FIXED PANEL CLIP 3 o L o 0 a W � Ud O a N 0 Cl5 2 x 111111!I/I/� O :- PRODUCT REVISED as complying with the Florida Building Code a .OA-Ho. 8 FEop,ratlon Date 09/22/2020By 1E OF drawing no. Miami-D a mduet ont S+' °1i1O� '; W1 0-31 '.. �/r��0l11A1.1111 �, /u/rnni sheet 28 of 28 ® N ® u R 0 J m o m o N + T— w m m N N x I N J I N I o ,� ILS•--O IF�p G mo p V O N O ;L N J� 72 Z Y \\y 3 r a n a o 0 ` \ 2X30 P'E c \ q A a 6 4a a m = E3 c S m 0 Q N II 05-20-70 fOY1"On'' SMES SEQUEL 150 ALUM SIIDW OIASS DOOR(LMJ.) AL-FAROOQ CORPORATION d _ LMa27 es°riv own wNr. y 7• NO CXwOE 7Hs SXEEf ENGINEERS h PRODUCT DEVELOPMENT3 /e' CGI Windows and Doors, Inc. e3aosuNSEFDRIVE,SUME220 Q 1Q100 N.W. 25TH STREET MIAMI,FLORIDA 33173O i d<•by GENERAL RMSION (C.A.N. 9699)NO C LE TX S SXEE MIAMI, FL 33172 TEL(305)266.3100 FAX(305)2624976 —� ? ehk,bY: TEL (305) 593-6590 FAX. (305)593-8592 COMP—ANL\W70-31CGI • \ m ti \ r, 2 � F Z 3m m ZCerny r N O c N 3 9' nao0 _ r c e'e3C N C O�n 4 \ S \n a N o0 m �\ X7 o •� ''�n 11 H• 3Mdll. 05_ 19 no ' SERIES SENINE 150 ALLN SLANG GLASS DOOR(LMA) AL-FAROOQ CORPORAT N a ,y escn Ion 1• J tt.t 2.1 IrO CHMOE_m Sli Ef ENGINEERS h PRODUCT DEVELOPMENT 3 ' CGI Windows and Doors, Inc. 9380 SUNSET DRIVE,SUITE 220 bK 020115 KO CHANGE THIS SFEEf10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 L mnl.te cFNEIW.HEysIOH (C.A.N. 3538)_ M 07.27.17 NO CWWOE'HIS SHEET MIAMI, FL. 33172 TEL.(305)2648100 r)UL(305)2828978 C TEL (305) 593-5590 FA)L(305)593-6592 COMP—ANL W10-31 CCI •