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HomeMy WebLinkAboutProduct Approval MIAMDADE MIAMI-DADS COUNTY sviving 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.mia,midade.goy/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 ERProduct 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 imme�diately-evoke;modify,-or-suspend-the-use-e,f-such_ploduct or material within their jurisdiction. RER eserves the right to revoke this acceptance, if it is determined by rami=Da unty Product Control Section that this product or material fails to meet the requirements of the applicable building c This product is approved as described herein, and has been designed to comply with the Florida Bu' ' g Code, including the High Velocity Hurricane Zone. �`� --__=-_= (JNSeries'"Sentinel=7�D�!Alum m Shang Glass�oo�w/wo�Reinfarcements=L:M �'`' PPR9 DOGIEAI'F �}awingl�o..�V1 led Series"Se i in_ 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., 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. Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table:Sizes Vs glass types,Interlock reinforcing and the max.allowable panels with in the unit frame area,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/2"at Head/jambs&%"at Sill(w/High strength poured&hardened grout).The Sill to be installed vv/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. 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 NOA No.15-0619.06 MIAMI-DAD,COUNTYExpiration Date: September 22,2020 Approval Date: April 28,2016 Page I Mon MiAMI•DADE MIAMI—DADE COUNTY o 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.gov/economy 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.15-0619.06 C[AMI-DADE COUNTY �0.► ■ t. Expiration Date: September 22,2020 Approval Date: April 28,2616 Page 2 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WIO-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 203794 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,Duraseal(M and Super Spacer(@ 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)Uniforrn 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 M.Plasencia,P.E. P d uet Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E--1 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued) Duraseal(D and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15, 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 24113.2.1,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 24113.2.1,TAS 202-94 along with marked--up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory,LLC,Test Report No.FITL-0080-1208490, 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 #13-1121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 51" 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. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 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 CERTIFICATIONS 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(NIA)for their"Saflex CP-Saflex and Saflex 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) "Saflex Clear and colored glass interlayer",dated 03/17/16 expiring on 05121/21. 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 th Edition (2014), and of 1. Statement letter of conformance to, complying with FBC 5 . no financial interest,dated 02/24/16, signed and sealed by Javad Ahmad,P.F. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. 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.L. approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for 'the qualification of ButacitelD PVB glass interlayer by Kuraray America, Inc., as well as DuraseallD and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. 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#14-0627.15) Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-3 A Z z CYR I%I 1A It 0 E;A THESE DOORS ARE RATED FOR LARGE&.SMALL MISSILE IMPACT. C_-- SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 160 ALUMINUX SLIDING GLASS DOOR 6 DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FOC TO BE REVIEWED BY BUILDING OFFICIAL. c THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE LAMINATED GLASS AND REQUIREMENTS OF THE 2014(5TH EDITION)FLORIDA BUILDING CODE INSTRUCTIONS LAMINATED-INSULATING GLASS INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, STEP 1 DETERMINE DESIGN VAND LOAD REQUIREMENT BASED LLIp III 0 ON WIND VELOCITY,BLDG.HEIGHT.WIND ZONE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS USING APPLICABLE ASCE 7 STANDARD. A EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT REVISED "00vNee... ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •STEP, DETERMINE DOOR CARACHY FROM TABLES ON SHEET 13 as complying with the Florida NOT PART OF THIS APPROVAL. FOR THE GLASS TYPE AND REINFORCING TO USE, Building Cod. NOA-No. 15-0649.06 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Expiration Date 09/22/2020 ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. IN STEP I ABOVE. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEP THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 --lamy- W1 0-31 COME INTO CONTACT W17H OTHER DISSIMILAR MATERIALS SHALL MEET THE S14ALL APPLY TO ENTIRE SYSTEM lor REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, AL 6. 3 TRACX HIM ANCHORS 282 13/16'MAX. DOOR FRAME WIDTH a D A., HEAD ANCHORS 14'MM. 0 HEAD SILL 48 1/8' ANCHORS IN PAIRS 2,3 OR 4 PARS AT HEAD/BILI,/JAMBS AT STILE ENDS -SEE-SHEET 15 6"I=. it NOM.PANEL WIDTH 11 D.C. 0 13/16- '0 E CHART ON SHEET 15 HEAD/SILL D ni FALSE MUNTIN R CAPACITY CORNERS 0 t MIN. OPTIONAL CYR REINFORCING Z to 2 AT INTERLOCKS MOE F-1 OPTIONAL SEE SHEET 13 FOR CAPACITY 42 1/8- L OF 2 POINT r I SINGLE LOOK D.L.OPG. EE SHEET 24-\ DESCRIPTION FOR 0 0 La 13 q EIN AT OPT SEE FOR I F 0 T N E RON G INTERLOCKS A' 3 SHEET 'A CAPACITY 417 fill 61 41 I t,7 AMD Q-err I I IQ (SEE SHEET 5.8. 11 ,ai SILL TYPE B2 ANCHORS 46 1/8- 12 POCKET 2,3 OR I PAIRS 48 1/8' DETAIL M ON INTO C 7 - SHEET 23) AT STILE PANEL WIDTH i8 I�NDS INTO CONC.-/ - PANEL WIDTH JAMB ANCHORS 3 TRACK AT 3"D.C. JAMS ANCHORS SEE CHART ON SHEET 15 FOR CAPACITY L 3. 3 TRACK 14" J�L-Z- I I Mm TYP. SILL ANCHORS 0 If A (1)MY CLUSTER (2)W CLUSTER (2)KIP CLUSTER (2)KEP CLUSTER (2)WEEP UM (2)NEEPCUISTM (1)ve CLUSTER TYPICAL ELEYATIQN PRODUREVISED as compiginCTgwith the Plorldn No 0582TESTED UNIT BuIlding o , - : 15-0619.06 D.E,OPENING Expirallon Date 0912212020 OF droving no. D*L.0 HEIGHT DOOR FRAME HEIGHT - 9 11/16* By D.L.O.WIDTH NOM' PANEL WIDTH -6" P mfarnl-��Product Gont-1 At- ANEL HEIGHT DOOR FRAME HEIGHT-1 3/16, 2 TRACK BUD ANCHORS Z io: 190 0/le MAX. DOOR FRAME WIDTH a 4 a 0 14"MAX. ANCHORS IN PAIRS HEAD OR ANC4 PARS HORS HEAD/SILL AT 2, 3 HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET`15 61 MAX. AT 3'O.C. ON SHEET 15 HEAD SILL 13116- EE CIM HERS g FALSE MUNT111 FOR CAPACITY a OPTIONAL—\ Al ci I tO MIN. egg REINFORCING AT INTERLOCKS -OPTIONAL I 61ii SEE SHEET 13 FOR CAPACITY ti it 2 POINT 42 1/8' 42 1/8- LE LOCK D L.OPG. OPG. SING 1> b FORSHEEP M2.1 ur GES.RP m t0_Z, = 0 d o 4 :Ez IT IL Z� .9 L RIO T Via UP 89 D1 8_10 r1r al SILL TYPE 02 ANCHORS 46 1/8, POCKET 2,3 OR 4 RS MCRORS 2 TRA m JAMS JAMB ZqVORI WIDTH "AM AT STILE L AT 3*D.C. SEE CHART ON SHEET iS FOR CAPACITY 2 TRACK SILL ANCHORS IYP. D1,OEENI O,L0 HEIGHT DOOR FRAME HEIGHT 9 11/16" D.LO WIDTH NOM, PANEL WIDTH DI PANEL HEIGHT DOOR FRAME HEIGHT-1 3/16" c IT. (2)lum CORR (2)us mm ku amm so austm colm PRODUCT REVISED as compi,12 with the Florida Building 0 No. 0592 (TESTED UNIT) NDA-No. 15-0619.06 TYPICAL.ELEYAT-IQN Expiration Date 0912212020 drowing no. By Miami-peab"couct%malrol wi 0_151 REFI ft TO PAGES 14, 15, 17 18 FOR WEEP SIZE, 11111 t1i sheet 3 of 28 U 9 T.-I EXTERIOR EXTERIOR 3 TRACK HEAD ANCHORS r 149 5/16" 146 9/16- 97 314' DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH • 0 a FALSE MUNTIN HEAD ANCHORS 14"MAX. HEW ANCHORS OPTIONAL-\ ANCHORS IN PAIRS 2 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS 48 1/8 AT HEAD/SILL/JAMBS STILE ENDS -KKIE—SHEET 15 AT CORNER STILE ENDS If MAX. NOM.PANEL WIDTH SEE CHART ON SHEET 15 HEAD V AT 3"D.C. SEE CHART ON SHEET 15 CAPACITY SILL 1 13116- 0 FOR CAPACITY CORNERS 0 MIN. Cy 6 oaqa mm IN I I I REINFORCING AT INTERLOCKS a z ggg -OPTI HAL 11 SECOHEEr 13 M 0—-- FOR CAPACITY op - i. 2 POINT a, ==4—m DOUBLE LOC)S SEE SHEET 21, L,OP FOR 42 1197- 'm 1/8' DESCRIPTION 2 PONT ---- ---- C.L.OPG. DOUBLE LOCKS D.L.OPG. % SEE SHEET 24 7 Lo /, FOR DFSCRIP71ON 0 0 0 c4 1 3I 11 q�- .9 ad ad UD 0 -Lr M1yl �TYPC 62 ANCHORS 1/8- POCKET SILL TYPE III ANIHORS/r,-,,-----, 46 I/V 48 1/8 48 118 OR ,PARS 2.3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH in JOB ANCHORS 2 AT STILE ENDSJ AT CORNER STILE ENDS. PANEL WIDTH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT -O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY 0 EXTERIOR EXTERIOR 3 TRACK MAX. TYP. SILL ANCHORS (TESTED UNIT) .2 TYPICAL ELEVATION AN PRODUCT REVISED as Codeicomp with the Florida Building MOA-No. No. 0592 • Expiration Date 0912212020 By TA OF drawing no. I a. W10-31 FRA61E WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �U 5 - �- DOOR FRAME W. -PANE WIDTH NON-REINF-INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z a j H i FOR DOORS USING 90' do 135' CORNER STILES 0 $ z 0 H L LIMIT MAX. DESIGN LOADS TO +60.0 PSF C N a b ) d PRODUyCyTggREVISED as 00 1... u 0 as au complldInqCodowith tho Florida a N NOA-No. 15.0619.06 IK o XXX(SHOWN) G H H 7 OXX J O O EXTERIOR O L� Expiration V Cy " oi4 XXO ro ay aa XXX(REVERSE) Mlam- e Product Control 0 FRAME WIDTH a DOOR FRAME WIDTH Z g NON-REINF. 11 'RLOCKS SEE CHART ON SHEET 13 LL Z G r7 H t QIYIiE� w L J1 H O H H — 0 L $ M XXXXXX(SHOWN) H L J © O EXTERIOR 11 Jl O NOM.PANEL WIDTH O O � OXXXXO 90'CORNER DETAIL'0'ON SHEET 22 O 135'CORNER OErNL'P'ON SHEET 22 6 0 W OPTIONAL IN LIEU OF J1 y g = FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH N N I " 'n M W LL O!� Q K f Y I XXXXXX(SHOWN) © EXTERIOR 90'CORNER DETAIL'0'ON SHEET 22 NON-REINF.INTERLOCKS a 135'CORNER DETAIL'P'ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN UEU OF J 8 FRAME WIDTH c DOOR FRAME WIDTH PANEL WIDTH mad Ja 0 N I I v o x c XXXXXo(SHOWN) © EXTERIOR `111 I tri r o OXXXXO 9V CORNER DETAIL'C'ON SHEET 22 NON-REINF.INTERLOCKS ���� AHS 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF Jt SEE CHART ON SHEET 13 �'� F."pQ ''p0 i S a = .70592 NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r'O .jlN��w' 8 NON-POCKETED DOOR c (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. drawing nc. SEE SHEET 13 FOR DP AND REINFORCING OPTIONS A0P.:'����` 1,1(11 0-31 3. FOR ANCHOR bETAIL$ SEE SHEETS 15 THRU 23. i Ss��AIAI. THREE ( 3)TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ill 1 j j 11 T7 sheet 5 of) DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED U ° U _ ANEL WtDTT1 NON-REFNF.IMERLOCks CONFIGURATIONS SHOWN WITH 90'AND 135' CORNERS �� n r-•- W. SEE CHART ON SHEET 13 C-- WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 al I H i ARE PRESENT t� L FOR DOORS USING 90' & 105' CORNER STILES n H Y�gg Y H i Y 3 LIMIT MAX. DESIGN LOADS TO *60.0 PSF I `a I� ° la PRODUCT REVISED E a a as corn lling with the Florida a. Fn I M j Building Godo I NOA-No. 15.0619,06 Expiration Date 0912212020 PXXX(SHOWN) Q Q EX RIOR O Q By 0I �Nujj ly XXXP DOOR FRAME WIDTH Mlam-9 o Produc ontrol c a mh 8 DOOR FRAME WIDTH ttl�j _ EL WIDTH NON^REiNF.INTERLOCKS 012 :( SEE cl ON SHEET 13 Z N I M M I a l PXXXXXXP(SHOWN) O O EXTERIOR 00'CORNER DETAIL'0'ON SHEET 22. 13V CORNER DETAIL'P'ON SHEET 22 %{ rN•• OPTIONAL IN LIEU OF J I^i 0 DLl DOtlft FRAME WIDTH DOOR FRAME WIDTH __NDN-REINF.INTERLOCKS + CHART ON SHEET 13 s o N I -tri,—S H J H OEd N e� p N o '0. ° o- � -0 a• 10. 1 N �OO M I i PXXXXXX(SHOWN) OO EXTERIOR O O O PANEL WIDTH O XXXXXXP LPOCKEr90'CORNER DETAIL (YON SHEET 22 CAVITY NOT 135'CORNER DETAIL'P'ON SHEET 22 ('- N07 PART OF THIS NOA CCI OPTIONAL IN LIEU OF J $r66 DOOR FRAME WIDTH DOOR FRAME WIDTH �+ NON-flEtNF.INTERLOCKS 0 r---^ SEE CHART ON SHEEI'13 _a �a I 0 PXXXXXO(SHOWN) M OXXXXXP O O EXTERIOR O 90'CORNER DETAJL'O'ON SHEET 22 O PANEL WIDTH v O//111111 ll Tt o 135'CORNER DETAIL`P'ON SHEET 22 �``�p.�.AN r yi3 �.•' APPROIEO CONFInUR6BONS OPTIONAL IN UEU OF J �� X10 9F'•., �� POCKETED DOOR^ (NON-REINFORCED SHOWN) NOTE: N.708 $` SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. =D U THREE {3LTt2ACZf3 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ATIEOF [{j drOWing no. POCKETS ARE;NOT PART OF THIS APPROVAL 3. FOR ANCHOR'DETAILS SEE SHEETS 15 THRU 23. ��� '• FLORIoA ' C�`� W10-31 AND TO BE REVIEWED BY AHJ. �i ss•••• `5���� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER TBC. !t i�JNALIti�` sheat 8 of 28 c- DOOR FRAME MAX.FRAME WIDTH THIS APPROVAL QUALIFIES ODORS WITH APPROVED 4, - I I REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH SW AND 135' CORNERS M SEE Cri ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 IF Kt ARE PRESENT. ro FOR DOORS USING 90' & 135' CORNER STILES 131 F 1i LIMIT MAX, DESIGN LOADS TO d:80.0 PSF x a n G � v C�1 H EXTERIOR Gt XO(SHOWN) 0 G q ox tl �vi a QaaQo D04R�._ FRhhtE.W.. MAX,FRAME WIDTH 0J52HO REINF.INTERLOCKS SEE CHART ON SHEET 13 ({ m H f IF L} N � U EXTERIOR O L{ Xx n Ld A8 X 3/4"SMS u- 000R, FRAME WIDTH� AT 24'O.C. �t I{-r` MAX.FRAME WIDTH K Ln I 5 u n 5 0 0 Ea p v Li 0 NO J1 I H EXTERIO OXO(SHOWN) 90'CORNER DETAIL'0'ON SHEET 22 LLLnnn OXO(REVERSE) OPRONAL IN LIE35'CORNER U OF•JI ON SHEET 22 DOOR FRAME WIDTH MAX.FRAME WIDTH q pE1NF.INTERLOCKS 'SEE CHART ON SHEET 13 PRODUCT REVISED as comp)Ing with the Florida Building Code H H j NOA-No. 15.0819.06 m G Ji & Expiration Bat 0912212020 0 O o GI — Mtam- o Product uontrolx.+ EXTERIOR OXXO 90'CORNER OEIAIL'0.ON SHEET 22 \V1tII lI r4 XXXX(SIMILAR) 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF JI "� i No,70682•• -• � 8 .a APPROVED C. NFIGURATIONS NOTE: fT? NON—POCKETED DOORS (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR OF AND REINFORCING OPTIONS 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ATE OF drawing no. ~% .tonmM'G �• W10--31 TWO 2 TRA S 3. FOR ANCHOR DETAILS SEE SHEETS IS THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. �AIII nt\t 9heot 7 ot28 �- DOORPOCKET CAVITY NOT _ FRAME NOT PART OF THIS NO COT A p04R FRAM£WIDTH �' o DOOR FRAME WIDTH DOOR FRAME W. NON-REINF.INTERLOCKS /-SEE CHART ON SHEET 13 Z ^, '$ 1 i L i� p rJ. is � Iy o•� H L7 to In a• to i M Hi 1 M Q+O C ti EXTERIOR QHa O N EXTERIOR t J c__- u�T PX(SHOWN) PXX(SHOWN), O XP; XXPTHIS APPROVAL QUALIFIES DOORS WITH APPROVED C n o CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS N p WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. z DOOR FRAME w POOR FRAM£WIDTH - FOR DOORS USING 90 & 135' CORNER STILES J 3 UIS - LIMIT MAX, DESIGN LOADS TO ±60.0 PSF 4�l NOTE: 1, CONFIGURATIONS.SHOWN FOR ILLUSTRATION PURPOSES ONLY. m° b Y I Y � � `¢� � �1 Ia 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 131 M M I l A. a I 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 233. $ 1 1 -- --� 4. DDDR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. d EXTERIOR J1 0 PXXP 00'CORNER OETAL'0'ON SHEET 22 U" 135'CORNER DETAIL'P'ON SHEET 22 �' 'rJ OPTIONAL IN LIEU OF J1 � rh o #3"Mt DOOR FRAME WIOT14 -M rn DOOR FRAME WIDTH . 1 0 NON-REINF.INTERLOCKS G Z(i.. t----» ---� SEE CHART ON SHEET t3 o 1 I r-- - ---I O RIrdt ti �a ea 0I 10 a( EXTERIOR L J Q PXXXXP MY CORNER DETAIL'0'ON SHEET 22 135•CORuER'DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF Ji qq DOOR FRAME WIDTH w '� DOOR FRAME WIDTH. NG N-REINF.INTERLOCKS SEE CHART ON SHEET 13 0 POCKETS ARE NOT PART OF THIS APPROVAL la r v;• ig - AND TO BE REVIEWED BY AHJ. a j M K1 I 1 111 Afr' o a i K1 'S ..'AN 4 M H EXTERIOR J H Q � � PRODUCT REVISED „` �:�ucENsg••.,, a PXXXX(SHOWN) 00'CORNER DErA1L'O'ON SHEET 22 as complying with the Florida 135'CORNER DETAIL'P'ON SHEET 22 1i• PXXXO OPTIONAL 1N UEU OF Jt DOA-Nn Code No.70502 XXXXP NOA-No. 15-0679.06 OXXXP Expiration Data 09/2212020 �11j((N ` APPR yFD CONFIOi, RATIONfi '• y .SOF drawing not. DOOBy RS (NON-REINFORCED SHOWN) Miam ade Produc Control ^���`' „CC•RIQh'••G ` W1 0-31 SEE SHEET 13 FOR OF AND REINFORCING OPTIONS sheet Sot 28 TWO (2) TRACKS I 1 I THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135- CORN WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 of ARE PRESENT. z FOR DOORS USING 90' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60,0 PSF gig DOOR FRAME-VIIDDI0 g NOM.PANEL WIDTH NON-REINF.INTERLOCKS 1, /-SEE CHART ON 13 I55 c"I z cc XXXX(SHOWN) OXXX XXX0 XXXX(REVERSE) EXTERIOR C4 r, POOR FRAME WIDTH., FRAME YAM r')) NON-REINF.INTERLOCKS �i . SEE CHART ON qI EET 13 ;i IJ, Jt H SEE Cl"T ON I 'to@ L XXXXXXXX(SHOWN) t- if If OXXXXXXID CH EXTERIOR L WIDTH ,Tnolm.PANEL WIDTH ST CORNER t)ErXL*0*ON$HEET 22 135 CORNER DEML 11'014 SHEET 22 OPTIONAL IN UEU OF-)I PRODUCT REVISED as compliln with the Florida gu,hifn NDA-Nf,o. 15-0619.06 lilt Expiration Date 09127J2020 NOTE: lvllamde Product Control 6PPROVEO CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION•PURPOSES ONLY. ti drowing no, NON—POOKEIM DOORS (NON-REINFORCEO SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, W10-31 SEE SHEET 13 FOR TIP AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 21 FOUR J4TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. h.et 9 of 28 i THIS APPROVAL QUALIFIES DOORS WITH APPROVEDc t■ V oi CONFIGURATIONS SHOWN WITH g0' AND 135' CORNERS �;� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. m FOR DOORS USING 90' k 135' CORNER STILES F LIMIT MAX. DESIGN LOADS TO f60.O PSF I o y� o O Q U 0 " 0 �qo� o e.00 ONE a4 7 LL Cj FRAME WIDTH DOOR FRAME WIDTH I 2 NOM.PANEL WIORI NON-REINF. INTERLOCKS +- SEE CHART 0 SHEET 13 0 H J V JF-i-3 HXXXXXXXX(SHOWN)OXXXXXXOEXTERIOROO'CORNER DETAIL'0'ON SHEET 22135'CORNER DETAIL'P'ON SHEE 22OPTIONAL IN LIEU OF J dDOOR FRAME WIDRt NOM.PANEL WIDTH �O o J H - og S G 3 I ~s g `u j f Is!Kc N XXXXXXXO(SHOWN) OXXXXXXO G2 HO Q I . @ 0 EXTERIOR Q 90'CORNER DETAIL'0'ON SHEET 22 13V CORNER DETAIL'P'ON SHEET 22 • OPTIONAL IN UEU OF J > S PRODUCT REVISED ao complyin with the Florida 9ullding Coda tL 11 1,, o NOA-No. 15.0619.06 Expiration Date 09122/2020 � 1 a Dy N 70502 s NOTE: Mlam-F1 a Product ntro ti};• � ;$T AoPROV170 CONFIGURATION R 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. L)AN/l�O NON—POOKETED_DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ,per'. ATIEOF Browing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ,�(P. ...O...... 'd W10-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rS�OR1A4 ��� ,SOUR (41 TRACKS 'I nIILLt sheet 10 oT 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED. 4, v CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS o WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. Z ql j FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF °J O °` a btu DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF.INTERLOCKS v O N DOOR FRAME WIOTH SEE CHART ON 5 :ET 13 G a$ r---- j 1 0 w iU rn V ry lY 1 'ELI ZNtL G I ry I Q�1Nf� I I 1 _ PXXXX(SHOWN) Q HO EXTERIOR Q L2 d e XXXXP 8 w 0 0 0 L FRAME WIDTH NOM.PANEL WIDTH NON-REINF.INTERLOCKS 0=w SEE CHART ON SHEET 13N DOOR FRAME WIDTH 3 N to 1° --' E to C Z in f� p t� {� mO 3- Tr °I 1a g i 0C' 1 0 i M M gi PXXXXXXXXP (SHOWN) OM O HO QH Q EXTERIOR 0 _ GO-CORNER DETAIL'0'ON SHEET 22 135•CORNER DETAIL'P'ON SHEET 22 0 OPTIONAL IN UEU OF J Gory�� PRODUCT REVISED =N as complying with the Florida o x Building Code c .OA-No. 95.0619.06 P.xplration Data 09/22/2020 111111 tt r r �J(A plto.�ii R 8r �a:••'ucErrsF'••, '' d MIR a Prot act Gontro APPROVED CONFIGURATIONS . 0602 '• '�' POCKETED DOORS (NON-REINFORCED SHOWN) NOTE.. SEE SHEET l3 FOR Op AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. J-0O 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �y FOUR (4) TRACKS Il� � drawing no. .O'•., T TBOF 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. %i� tOR1DP•'(2��� W10-31 POCKETS ARE NOT PART OF THIS APPROVALr��ss�O •• ���� AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. tt t NAL1 11 shoot'i 1 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND M' CORNERS 4" WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. z FOR DOORS USING 90' & 1351 CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO :ESO.O PSF u FRAME NADTH U; NOM PANEL VADT14 NON-RDNF.INTERLOCKS j 13 DOOR FRAME WIDTH SEE CHART N SHEET 13 ­—PANEL NOM. CHARI 0- 14 ig H Ito TH om 00 1 v PXXXXXXXX(SHOWN) H 0EXTERIOR XXXXXXXXP go,CORNER DETAIL'0'ON SHEET 22 OXXXXXXXP POCKET CAVITY NOT Ury Do NOT PART OF THIS NOA 135!CORNER DErm'P`ON SHEET 22 0 OCQ OPTIONAL IN L)vJ OF i M c ."IAr WIDTH NON-RfJNF,INTERLOCKS NOM.PANEL WIDTH /-SEE CHART ON SHEET 13 DOOR FRAME WIDTH 0 01 CHla V:JI EXTERIOR PXXXXXXXO,(SHOWN) 90'CORNER DETAIL ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 vi o OPTIONAL IN LIEU OF J 3 PRODUCT REVISED as ccPlIgin W)th the Plarlda m T BuRdIng Cada NOR-Na. AN fir, a Expirallon Date 0912212020 'APPROVED CQNEInLIRATj0N By p Miami- a 0Producton ro QCKFJED DOORS (NOR-REINFORCEO SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. V• jq jgQCJR ;.;, 2.FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3 OTE R OF.. LTR 101, AUS 3. FOR ANCHOR DETAILS SEE SHEETS 16 THRU 23. P OOKEIS ARE NOT PART OF THIS APPROVAL IVAL NO To 4. DOOR SMALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. A BE REVIEWED BY AHJ, E., ITY-PSF(BLABS) GLASS CAPACITY CHARTS U _ DUBS TYPES G1.AS5 TYPES �[ � ORSION LOAD CAPhC 1. 0 0 Noy, om AVUBFB OF INTERLOCKS RLTERLOCKS IT/0 REINF. 1TLTH REINF. 4z PIN1L MOTH COLIC loan Pmnsq Z wOaS Met mm o EKrf+) 1Nt.(-) W.(+) INCH 24-1/8 10 60.0 1 60_0 80.0 3o-1/0 10 80.0 1 60.0 80.0 64.0 p 4 36-1/8 10 60.0 6D.0 _ 60.0 80.0 O r0,{ 42-1/6 BO 10 604 60.0 80.0 --80-01 NSM.PANEL WIDTH S N 45-1/8 10 solo 60.0 BOA 110.0 r���F408F.ss 54-1/8 9 83.3 53.3 71.1 71.1 `r a iG.1 'f 24-1/8' 10 60A60.0 80.0 80.0 - O 30-1/8 10 600 6Ao 80.0 90.0 NOM.PANEL W7l7EH a 0 a 'Q 38-1/B 84 10 60.0 60.0 80.0 00.0 _ C 0 tt 42-1/8 t0 60.0 6" 80.0 80.0 48-1/8 10 90.0 60.0 80.0 80.0 54-i/8 9 53.3 53.3 75.1 75.1 24-1/8 10 60.0 60.0 80.0 80.0 ,(Y6 30-1/8 10 60.0 60.0 80A E0.0 36-1/8 90 t0 6d.0 60.0 BOA 80.0 NOM, PANEL WIDTH 42-1/8 to 60.0 60.0 80.0 BOA 4B-1 B 9 60.0 60.0 solo 110.0 24-1/8 t0 60.0 60.0 80.0 _84A � 30-1/8 10 80.0 60.0 80.0 80.0 N 36-1/8 98 10 84.4 69.0 e0A 80.4 ti n "2 "a 10 60.0 60.0 80.0 110.0 49-1/B 8 60.0 86.0 BOA 80.0 NOM.PANEL VADTH G 0 w GLASS TYPESyd_ C INTERLOCKS O S h c HI'PH RRINF. to In m EXT.(+) INT.(-) 3 N') I 24-1/8 V9 - - 60.0 60.0 -D 3�N --L- 30-1/8 - 60.0 Soto APPLICABLE FOO EGRESS Z 36-1/B 60.0 60.0 REQUIREMENTS TO BE o �' 102 REVIEWED BY AHJ, o 42-1/B - 60.0 solo F� U O� 48-1/8 - @0.0 60,0 54-1 - 54.4 54.4 -� 24-1/B 10 60.0 60.0 30-1/8 IO 60.0 68.0 36-1/8 108 10 - 60.0 60.0 42-1/8 I0 60.0 80.0 w 48-1/B 10 60.0 60.0 $ 61-i/8 1 9 - - 54A 54.4 o 24-1/1, IO - - 60.0 60.0 jj 30-1/8 to - 60.0 60.0 LS 36-1/8 114 10 60.0 60.0 42-t/8 to 60.0 60.0 48-1/6 9 60.0 60.0 NOTE: 24-1/a 10 - - 604 60.0• GLASS CAPACITIES ON THIS SHEET ARE c o 3D-1/8 10 - 60.0 60.0 Ell EB.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •N o S^o 36-1/9 120 16 - 60.4 Sao AND FLORIDA BUILDING COMMISSION o 42-1/8 10 - 60.0 60.4 DECLARATORY STATEMENT DCA05-DEC-219 48-1/0 9 - - 60.0 Sao f--- -�M-7is 10 ll QD q(! to m » PRODUCT REVISED 1ErtsF ^ as aomplying with the Florida o n ,fi•, NIOCode NOA-No-No. 150619.06 = �•_ � '� 1 Expiration Date 09/22/2020 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS By ' , THOF _�� drawing no. AHOVE+60.0 PSF ONLY. MIamI- a prod.4t Control L4R1DA''G�� W1 a-J 1 ENTERLOCKB INTERLOCELS eft /,••••�• N 0 RHINF. 111TH AEINF. Q SS O�AII srie4i 13 0(28) • � 1 i us 3/16"ANN.GLASS ) 3/16'ANN.GLASS ,t 0 - 075'Interlayer' .// 075"Intorlayer a M Sa11ox,CP With-PET Care Sollex CP With PET Core r�BOyR'�Easlbidn Chemical Co.' BOR Eastman Chemical Co.' 0 z �:099'-Inlerlayor __ 090"Inlerla er kk n y Sa(lex Clear Md-Color Class' Sallox Clear And Color Glass aI OR•Eastman Chemical Co.'""1 OR'Easlmon Chemical Co.' pp Q` V 090'Interlayer• 090"Inlerloyor 0 rf N SentryGlos,--- 3 AIR SPACE Senlryalas d fSu N By_'Ku rdray America,Inc.' BOR'Kuraroy Americo. Inc.' ar OR/' S r 090"Interlayer x090'Intedoyar- --- 3/16" EMP,GLASS _ -Bu PVB'- - ' -- - Oulaclte PVB p By'Kuroroy America,Inc.' _ By'Kuroroy America, Inc.' _3/116--IIEAT,STREN'D-GLASS 3/16"HEAT STREN'D GLASS 0 SILICONE SIUCONE 'r GE SCS 1200 GE SCS 1200 Q W DOW CORNING 899 m DOW CORNING 899 IL 2 Z m.� - —•DOW-CORNING:995---•-1 =_ DOW CORNING 995 rZaSa11 XL EDGE SPACER Q�1 m f �JM1 ST.STEEL BY'CARDINAL' 0 OR •� - I DURASEAL BY'OUANFX' OR ..SETTING-BLOGKS�1 0+ SUPER SPACER BY'DUANE%' O •AT-1%4-POINTS-ON_UTE_S 0 $ r� WIDER THAN36", - (t'., 1 SETTING BLOCKS n -EPDM' W AT 1/4 POINTS ALL SIZES DUROMETER 65±5 F Wei EPDM O DUROMETER 8515 O Ci GLASS TYPE 'A' GLASS TYPE 'Al' G 7/16"OVERALL LAM.CLASS 1"OVERALL INSUL.LAM.CLASS N N C', N N 3/16"HEAT STREN'D CLASS 3/16`HEAT STREN'D GLASS G1 3 M N 075"Intorla ar .075"Inlerloyor C Z ,n Sollex CP Wllh PET Core Sarlex CP With PET Core rn �+o •n By'Eastman Chemical Co.' BOR'Eastman Chemical Co. (3 0¢" OR 090"Interlayer .090" Inleticyer U O Sallox Clear And Color Gloss Sallex Clear And Color Glass 0 By'Eastman Chemical Co.' By'Eastman Chemical Co. OR OR .090'Interlayer 3/8"AIR SPACE 090'Interlayer SentryGlos SentryGlos By'Kuroroy America,Inc.' oy'Kuroroy America, Inc.' 090"Intorlayer 3/16'TEMP.GLASS 08890'Interlayer c a F Butacite PVB Bulacite PVO o By'Kuroroy America,Inc.' By'Kuroroy America.Inc.' _ u G 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS °�R Q a I SILICONE SILICONE N GE SCS 1200 GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 i4 zin DOW CORNING 995 i DOW CORNING 995 0 0 yah XL EDGE SPACER y o o :r U Mf MI ' ST.STEEL BY'CARDINAL' c x n SETTING BLOCKS ro I OR r' AT 1/4 POINTS ON LRES OURASEAL BY 'OUANEW 5 I WIDER THAN 36" �' �I OR a EPDM �+ SUPER SPACER BY'QUANE)e ` 11 1r 0,.H 0 DUROMETER 8515 O r�� n W 16 I� III + 1 SETTING BLOCKS as�complizI g with the DUCT Florida GENyF o AT 1/4 POINTS ALL SIZES NOA-Buildingo Code 0.70692 y[W�� ZWS EPDM NOA-Na. 15.0619.06 ••• DUROMETER 8515 Expiration Data O912212020 '-tl'• L'/U��(p; o GT ASS TYPE 'B' GLASS TYPE 'Bi' By �Q•, STATEo� ,�` drawing na. rA 7/16"OVERALL I .GLASS I'OVERALL INSUL.LAM.CLASS Mlam- tl Product Control '�(�•'NF1 ATA .....,, � W1 0-31 GLAZING OPTIONS r r tl 111 sheet 14 of 28 TYPICAL ANCHORS - TYPICAL,ANCHORS - 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS, Ti'PI(•AL ANd}}{QRS CONCRETE- AT MTD.STILE SEE NOTA$HEET 1 AT MTC•STILE IN CLUST RS TYPICAL ANCHORS 1� &INTQRLOCK,ENDS 3 KSI &.INTERLOCK 6.NOS [,EfyAT MTC,STILE IN CLUSTERS a' •SEF:Gp}{A1iT EE CHART WOOD BUCKS 64 INTERLOCK ENDS AT MTs,STILE METAt STRUCTURES EDQE 1ST? ';FORI QUAN7171ES•y.. CONCRETE 'FOR QIJANnnED• SEE NOTE SHEET 1 SEE CHART h IN SEE SPEC BELOW ,•: E00 DS57'. TOR QUANTITIES SEE CRAR7 2,' i• - Sf�`• _ FOR OUANTRIES a -1 5 IT EDGE dlST:•, 4; 6y 5 t CONCRETE r TOLE ! ---� ----�• -r _ DIST. Ogg 1 ( IL IKy1 ��$t t• 4: z t9, ANCHOR TYPE A "'vsi 44 ANCHOR TYPE'A T-111E 8 '"IYa a ANCHOR TYPE C 'y94� INTO 2BY WOOD DUCKS ' THRU tD'(Yt000 BUGKs r DIRECTLY INTO.3 KSI CONCRETE INTO METAL STRUCTURES a - 9 a o a OR WOOD STRUCTURES INTO 3.KSI CONCRETE 9 OR APPROVED MULLIONS 6.4};A-a DESIGN COAD CAPACITY-P3fi(ANCHORS)' Q i g ri NEAR'ANca{011s ¢ILL aN011oR8 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO 2 IO v (TYPE A,s k 6O (TYPE R2) - .MUST SUSTAIN LOADS IMPOSED BY GLAIINO'SYSTEM AND 80TH 2 TRACK AND 3 YRACK SYSTEMS WITH �t7�� ' cw}$fR[RR AT CWSifq AT TYPICAL ANCHORS: EE ELEV,FOR;PACING TRANSFER THEM TO THE BUILDING STRUCTURE. STO•FRAME HEAP AND SILL Q m S9�.r/iNn7lloCK EHaS mrfuaFllLaa Dias Rau DDDR 4 0 e _ a e. r-• - - ._._ ._ -AT READ- - - - - -1 F_- AT JAMBS- PING.NlD01 PAVE REIGKI EK(,(+•)E%T,(+)E%i.{+) Exr.(+) EkT.(+)'I(Xt(+) TYPE'A'- ,1/4")(3-1/4"UI TRA.ON BY I O' Fu. i.W exH EI INT- 7Nt.- OiT. ' .O. ( 177 KSI,FY-155 xSI) TYPE'A'- T/4'D(p 1117 A.DN BY• DO' (Fu-177•M.Fy�155 x51) �- m 24-1/8 60.8 - 80.0 - - I 7HRU'i8Y'BUC.KS INTO CONCSI I I INTO 2BY WOOD BUOK$OR WOOD•SYRUCTURES ( c 30-t/a sols - - -sa0 - 11/4"MIN.EMBED INTO CONCRETE 1-1/2'MIN.PENETRATION INTO WOOD _ Se-t/o - TH 72.4 RU PAD 2BY BUCKS INTO CONCRETE TNRU iBY BUCKS INTO CoNC, OR MASONRY / 62 - I I� 72.4 66.7 90.0 1/2'MIN,EMBED INFO CONCRETE 1-1/.4'MIN. EMBED INTO'CONIC. OR MASONRY. 5 'N• ie-1/0 66.6 AGO - Ohl/6 02.6 00.0 - GeA 90.0 aaa !TYPE'D'- 1/4"K 3-1/4'UL7R6CON BY'EI„�10'(Fu-17.7 KSI,Fy=155 NSQ4J TYPE'B'- 1/4"DIA. ULTRACON BY.'ELCO' (Fe-177 KSI,Fy-!66 K51) l b O W x4-1/6 Boo - - 80.0 - piRECITLY INTO CONCRETE. DIRECTLY INTO CORD. OR MASONRY O j so-I/e Bolo, - - aa.0 ' 2"AIN,EMBEDll 1-1/4"MIN.EMBED IHTO CONC.OR MASONRY .5 f C 39-lf6 78 80.0 71.6 gaa -d2-I/0 84 .67.6 900 - 64 800,3 - YYPE'C'•- 1/4"DIA S F bAI IND SCREWS (GRADE 6 CRS) TYPE 'C'^ 1,/4'•OLA,$ElF DRI Ill NG SCgpyh (CNAOE 5 CRS) 3 NM 4e-!fs 0x.3 Bola - 49.1• aD.0 do�o INTO MIAMI-DARE COUNTY APPROVED MULLIONS(i/8"THK.MIN.) ) INYO 6)IAMI-RADE COUNTY APPROVEO MULLIONS(1/8"THK.MIN.) 54.-1/9 56.4 -Bolo 80.0 s6.3 'sa,o $0.0 INTO METAL STRUCTURES- INTO METAL STRUCTURES ' v0 ro 24tlfa s0.a ,- - baa •- ( STEEL! 1/R"THK.MIN,My=36 KSS MIN.) lI STEEL,Tfti"THK. MiIN. (F`y=36 KSI MIH,) ( C ziJi r. as-1/a 79.7 eo.o 7s.o salol - ALUMUI@A : 1/B THK'. MIN.(60$3-75 MIN.) I ALUMINUM; 1/e"THK:MIN,(6063-TS MIN.) 1 o a6-t/6 90 49.2 a0`:LI - 65,6 80,0 - (STEEL IN CONTAC'T WITH ALUMINUM TO BE PLATED,OR PAINTED) � - (STEEL,TN COACT 1 fiT}i ALUMINUM TO BE P(ATED OR PAINTED � b 42-1/a 61.9 60.0 �� 56.7' 60.0 80.0 ` - N (DO'S 49=1/8 56.7 OOA 90.0 63,7• 60.0 ..� - ,xi-1/s MCI -AT SILL- - - �`j AtICxO�FDbA,bisTANCES - '30-1/0 7310 00.0 - 69.9 a" - I."t'B2'-• T%4'b1� LILTRACON BY-SCO' (F�-177 xsi,Fy-1s5 KSS I INTO CONCRE(E.OR MASONRY-2-2-1/2-`MIN. I 00.•118 .06 43.9 40,0 - 6o.0 80.0 - DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE"r i'MIN, - 44-1/a 67.0 80.0 '60.9 at.0 aGA oo,o I 1-3/4'MIN..EMBED INTO gONCRETE INTO METAL STRUCTURE�.3/4'MIN. U r L .WOOD¢T HEgO OR,JAMBS SO o 0' 48-1/8 51.9 77,9 B0.0 44.3 73.9 6b.o -- - - -. - --,- -.-- .- - 1,6,5 MIN,, 241/8 60.0 .. - NOTE; CONCRETE AT NFAD.9(LL OR JAMBS i'6-3000 PSI MIN. 30-118 60,0 - - Sao. ^ k�- ANCHO)Y CAPACITIES LISTED'ON T)115 'C-90 HQLLOW%ITILED SLOOK AT JAMBS.('(p 2000 PSI MIN, a 30-LIS 59:3 ao.o 50.0 s9.i ao.0 60.0 SHEET TO DE USEd tN.CONJUNCTION SILL RI6�Rs ' 42-i/0 102 52,7 bozo Sala Sao 6410 -60A WITH.GLASS CHARTS ON S'tIE¢'t 13 SE¢51{EFTS ds, 16, 17&,1'0 FOR OPTIf1NAL SILL DETAILS c - AND SHEET SS FOR CAPACITY g sa-1/a •47.9 00.0 60.0 43.s 60;0 'eo:0 LOWER APPLICABLE VALUES CONTROL, 44-1/8 44,3 40.0 600 1.42.0 eo.0 Cao 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE e - 1NCyoR TYPE B, - x4-1/a sa.o - Bola - p TO.2 AND 4 TRACK FRAMES, DIRECTLY INTO 3 KS1 CQNCRETI ? OIRECT)Y INTO 3 KSI CON RET 30-(/a 60.0 - - 6.,o - _ s ILLL PLEASE SEE F04LOW(NG SHEETS FOR D£T;AIL5. v •^^ 38-i/a 106 85.3 600 '40,0 .52.5 60A •00.0 42-1/0 44Z 60,0 80.0 49.2 +.,,-o 0, 49-11e 443 60.q 80.0 42,2 60.0 'b0,a .•.. `" � �a��� "d4-1/9 e0A •. - 60.0 - ...... .......:. ... .... . ., C 90.0 - - 57.2 60.0 60.0 �1 •:.j'.::.^. '. ::::::,.,,: ..''" - e r a•• : " A111h 34-1/'s' tlg sfs 40.0 e0.a 4�.x s0:o ao.o PRODUCT REVISED � t . ns eamplying with the Plorida ''•I ' ';3.8/$': 1 =• `���7�(P^^'.A� 7 /ii b s 42-1/0 •}S.4 60,0 '60.0 43.6 60.0 60.+7 Bnlldtng CO B - -• • '' :+ t - de-1/a 41.5 600 solo ]9.4 .SDd 60.0 i4 -'.3.518.'{ _ J, _ ` ,�••;4lCENS( 4 �i Y NOA-N0. 15.0519.05 `.. .' '•` a•` • 4, 24-f/a 60.0 - - 60.01}�4\0.70592 '1 - s .S 00-1/0 Ha.9 60.0 60.0 64:0 00.0 60.0 s Expiration Date 09/22/2020 p0 ED,k HARDENED ��CLUSTERS STERS :• I 0 �% __4 36-!/0 17A 46.0 60.0 60,0 46,3 60.0 60.0 NO-METALU/KDN-S1(RINKAOE 7 -, 42-i/a 43.1 60.0 CO.. .40.9 90,0 ,ao.o 13y RICH STRENGTH GROUT 'AT M(TIT ST1,LE ` Mlam do Pro u0 COntm &INTERLOCK ENDS 1IU^ '0(OWIn n0. 36.9 9a4 006 38,6 05.4 eo.0 3 1'o'=60,00 PSI MIN. SEE CHART (D A. UMR BXf.(+)GOADS TO 60.0 PSF FOR ODORS W/O RBNF RCI C ALL S12ES NOT$Y C.G.I. FOR QUANT"110 / O N FOR SHEAR yis'•,:ktggiDP,. ,fl,��� 'UNIT EM.(})LOADS t0 80,0 PSF FOR OODLES W/REINF.,UPTO 96 III.HT. LOADS TO STRUCTURE 7S1��A4��,` sheOL 1.5ot2$ LIMIT EkT.(+)IQADS YO$$.0 PSF FOR tKXlAS W/#EINE,ABOVE eS W.HT,llPTO 120 I(i.KOH. ' y.0 - PRODUCT REVISED � - ` as com 1ying with the Florida M SEE SHEET 15 FOR ANCHORS Building Cade NOA-No. 15-0619.06 3 z EDGE GIST. 3 5/6" EDIT EDGE O15T. J 5/e' EDGE DIST. 3 5/6' Expiration pale 09/2212020 n$ , mv=i '1a .1 'I ''a ''a I: .I 'ja 1: _ .1 By. 2 N m - Mj­!-WE18 Pra Uct Control 8�N� 13 WEEP SIZE 1/4" X 1/B" 0+ a 0 D.0 Mil REFER TO SHEET 15 FOR VARIOUS 0 OWE E O 1 INSTALLATION CONDITIONS. z° N O © m ® m E7 IL 0 E E: � ul ® ® OPTIONAL SLANT SILL ADAPTORS 03 S3 E II i9 I 0 I J N I II II I g N it 11 II 0 O III I 'I it 'I'I II II i Q W DECORATIVE SILL COVER In OPTIONAL JJ C- r cV o [yam I Y'� 1 11 o N ton b 21 DIr(� 3 �,'�j I W n a ° ' v3 N d ) o 0Z,-j d aI ii 3o -� o m-� o ' Ili Ili ' I 1 I II I i t I I I ' II II III 'I'1 ;I II II I 'I 1 SILL RISER Ee.1 RD.FOR LOADS c$ A I I I ABOEAVE+60 PSF 4 gi II II POURED&IlMDENED II li I HIGH STRENGTH GROUT Ic W 'I NON-SHRINK,NON-METALLIC '' i SILL RISER u a ' I.-5GD0 PSI MIN. E0 AD FOR LOADS I 11 w Zi NOT BY CCI WINDOWS ® ® ABOVE I. PSF r5 II MUST TRANSFER SHEAR • E7 � LOADS 70 STRUCTURE „ O ® �y o O a ® Na"N^ �z 63 - us N n N ,�• .:e",. ".•B. •-••. •.'3 6/B. ..a. 13•K51 CONC. - .�3 5 •a.,! 3•K51 CONC. •'3.5EOGE'OIST.• • EDGE /B •DIST.•• = l EDGEDISL`• OF I +•. /7/110-�j: . r�••'•, A drawing 00. SEE SHEET 15 FOR ANCHORS A�oP•'Cy��� W10-31 � S�afdAl sheet-16-t 28 THREE (3) TRACK DOOR DETAILS rlrII1111 'TYPICAL ELEV ANCHORS EEPANEL WIDTH ' FOR SPACING [� 1/2'MA). © E6 D.L.O. O REINF.AS REDO. O O z J LOAD BEARING SEE CHART ON SHIM M15A 1 SHEET 13 FOR CAPACITY Gi 1 10 008 V Gt CCCQpG::: o V. 00 - �. C$ 0(L qq QQa o 0 0 no aim --- - M14A MIDA n W D.L.OPG. EXTERIOR NOM.PANEL WIDTH 1 PANEL WIDTH 0 LOCK STILE INTERLOCK INTERLOCK ASTRA A o w• (REINFORCED) DOOR FRAME WIDTH (REINFORCED) C y W 1X6 OR IARGERD c, o WOOD BUCKS 810 X 1-1/4'SS PH SMS 3 NM 1 PER CUP 0 1) n 3 PER PANEL C Z t/2 MAX. O PANEL WIDTH ©1/2.MAX O AT 18'FROM AND AT M DSPAN MACH END 2 1/4'MAX. 3 0 LOAD BEARING METAL O g SHIM D.L.O. LOAD BEARING 88 X 3/4'SS FH SMS LOAD BEARING C) F SHIM w M� 1 PER CUP SHIM STRUCTURE Gi rc O TYPICAL ANCH RS -- D_ _ II -_ , TYPICAL ANCHORS '__ TYPICAL ANCHORS " SEE EL SEE ELEV. tl FOR SPACI O SEE ELEV. — FOR SPACING 9 II FOR SPACING II Nig 'll II '..•M, II If W II II m - o x 0-,x . EXTERIOR FIXED PANEL EXT. ' DOOR FRAME WIDTH DOOR FRAME WIDTH PRODUCT REVISED �� J '4Ms�'q��''i b � 000R FRAME WIDTH as cam Iying with the Florida \DENS'•;KJ 2%6 OR LARGER W000 DUCK Building Code OR NDA-No. 15.0619.06 ; b92 WOOD STRUCTURE `�T'' Bxplrntlon Dat 09/2212020 0 Y 'O'•. 5 OF drawin no. Mlam- roduet Con rol �,'�.'••.,A�oRio!;.• ��,` W 10-31 THREE (3) TRACK DOOR DETAIL `` sneer 77 or 28 �w u SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS a z EDGE DIST. 1 3/4" EDGE DIST. 1 3/4' 0 "�++ q �j >n 3 KSI CONC. y a: _NII+ .'i i 3 KSi CONC. G O .-:- -.� '� 0 to Ea WEEP SIZE 1/4" X 1/8"� � y� REFER TO SHEET 15 FOR VARIOUS INSTALtA7ION CONDITION O a 3dSi f0 S ONp 2 E in G$ at OPTIONAL SLANT SILT ADAPTORS DECORA r i O 24 SILL COV R OPTfoNAt = 00 rt hi 41L v u O 10. m i o m B4pq o x d Cz pq d K 0. 'r t SILL RISER t� r Ea.t OPTIONAL FOR LOADS r y r i BOVE+80 PSf q i S , POURED dt HARDENED C + i NIGH STRENGTH GROUT '� SILL USER i NON-^SFIRINK,NON-MQ tiCEN RED U FOR LOADS A p1 ' NO ffi 5000 PSN OW A80 RSO PSF i� NOT 8Y 00 PSI u 48 CD MUST TRANSFER SHEAR 1� LGAOS TO STRUCTURE a n J c 4 r o gj D1 T x E1 0' rid� 11 14 II!1, o G PRODUCT REVISED ' as comp{y3g8 with Rha Flcrldn ��� �I,.•»•^ '�'P �r .•.k: - r:'::':_ Building Cade _. '•-... •; � . .�I- .... rzoA-tw. 25.0629.06 d _ 1 Expiretlgn Data 0 912 212 0 2 4 d r 70553 •'.fT :�.-... ;:.•.0*i„'-*' tee..I•m 3 KSI CONC. "'raw ..-r, ,:•:y i U,`.a'�s. t. •3 KSt CONCH �b' */y� +• � Bp s, drawing .no, •EDGE DIST. •'�/4" EDC DIST, ;^3J4e Mlamt- product Cgntr° STA OF SEE SHEET 15 FOR ANCHORS '�4 •' S •'�('y.,�� vT 1 0-31 SEE SHE15 FOR ANC14ORS ET r S ..ON ON. \ TWO t21 TRACK DOOR DETAILS 'ariUt�,4L��ty sheat 18DI28� yrU s_ = TYPICAL ANCHORS 1O SEE ELEV.FOR SPACING o 1/2"MAX. PANEL WIDTH 3 LOADBEARINGX10 X 1-1/4"SS PH SMS I 0 PANEL WIDTH a G 1 I PER CUPO D.L.O. J 1 f`W $g M2 #B X 3/4•'SS FH SMS D.L.O. {� 1 PER CUP 70 E6 d d N�.P Z O u o Q ttrip O gM pigR W II O O Q IL j� 0 IS tl . E4 m ASTRAGAL J INTERLOCK O m FIXED PANEL E6 O.L.O. (REINFORCED) EXTERIOR O a NOM. PANEL WIDTH ' O W DOOR FRAME WIDTH G 0 W iBY WOOD BUCKS 'o SEE NOTE SHEEP 1 O=N o N 00 M n w 1/2-MAX. LOAD BEARING K� �-� $o �10 X 1-1/4"iSPPH ER CUMS P I/h"MAX. SHIM PANEL WIDTH LOAD BEARING p 1/2"MAX SHIM METAL TYPICAL ANCHORS STRUCTURE U D LSO LOAD BEARING SEE ELEV. #B X 3/4'SS FH SMS SHIM FOR SPACING 1 PER CUP TYPICAL ANCA RS TYPICAL ANCHORS SEE E SEE ELEV. FOR SPACI C _ .0 _II FOR SPACING I�p Ic 5E27 oa(. EXT. UZ S EXT. DOOR FRAME WnTH DOOR FRAME WIDTH EXTERIOR DOOR FRAME WIDTH O FIXED PANE. tt%tItII I 2BY WOOD BUCKYt�Jtw...A WOOD STRUCTURE PRODUCT REVISED JD NSF•', SEE NOTE SHEET 1 as complying With the Florida a Building Code •70592 B B a NOA-No. 15.0619.06 = s 9 5 Expiration Date 09/22/2020 �II ` sT OF drawing no. BY -31 ,, ORID�`:•`a�; �1�11 0 TWO (2) TRACK DOOR DETAILS Mlaml-D Product centro �SS�OflIAL �� sheet 19 of 28 nnnnt REFER TO SHEET 15 FOR VARIOUS SEE SHEET 15 FOR ANCHORS INSTALLATION CONOITSONS. r;f 0 1. EDGE:DIST. 3"5, 8-' EDGE g. y . t.�♦.y q3. d' I a• asI.• d3 .I PRODUCT REMISED Z 1.� EDGE DIST. 5/8" EDGE DIST. nFC1gw t LhoIorlda Q 881tdigode Now-No. 15.0619.06 ,ql -t�t51 o Bxplratl�a oata09122t2020 a g o v ey_ tpt��1t MFam- Product Con rot` (rpt 0�y� 0g90 2 0 WEEP SIZE 1/4" X 1/8" Hag M,7 a t a 1 Q 3la� ® ® T Q H E7 gage T (D 9 A,i Ii II l i i Y I I '1 II II II I I o � M i tt I Y C NN y� I 1 II:I II II l II II i .1 11, Ot_5 OPTIOj1AA o`�' ? SLANT SILL ADAPTORS c N DECORATIVE_ 12 O h 0 5 YI 2a SILL COVER ,a 3 N w !V I OPTIONAL — O M R'i v� � �0.n 4 o� '1 I II 1 II y I I II 1 Il t �LL II 1 II I ,I SILL RISER 8 F i POURED&HARDENED I tl E8.1 REQ..FOR LOADS c HIGH D a HAH ENOUT ,I I AD. +84 PSF o II q NON-SHRINK.NON-METALLIC II ISILO RISER c$ Pc=5000 PSt MIN. Y 1 E8 R£QD.FOR LOADS NOT 8Y CGI ER SHS ® ABOVE+60 PSf FIiI,T„ a MUSTTRANSFER SHEAR S E7 LOADS TO STRUCTURE tILl Ll ® 0 m T TT 5 I op��� 2 t t ® 29 ks ib ® '�• ® Q d. �1.i v p0 i j. c A a a _ _ •41 F a e:. 70502 \ EGG DIST. ..s3 5/.8�I + t EDCE,DIST. --3 sJ8°•' i 3 K81 CONC. EDGE 0157.• 'T3 5/D;`•. °a 1 3 K51 CONC. 1 y} `r l J��r��` drawing no. SEE SHEET 15 FOR ANCHORS 87 0 +%.,�s••koRiaP..'��y'L��` W10-31 FOUR (4) TRACK DOOR DETAILS U - •TYPICAL ANCHORSSEE - FOR AC SING PANEL WIDTH t 0 1/2`61AX. G,2 ED 1/4°mAX•. z q LOAO.FARING LOAD BEARING METAL a n SHIM MlSAI �3 SHIN STRUCTUREV. }� TYPICAL ANCHORS SEE ELEV. z' - - -- - FOR SPACING R a aa¢ I, aID�uq 8 . NID zaa0 N yi• 31 St N ��.W 6 v 1 Ai I O H F M14A Mi GA IJ 2 J N 9 m yyo •y' �------• _ 0 B O G i EXTERIOR •^n Ev � o w � gto x 1-1/4`ss PH SMS Jo 1 PER CLIP, DOOR FRAME WIDTH. �`� 3 PER PANEL D N o 1X8 GIR LARGER AT 18°FROM EACH END M2 N N WOO BUCKS lIr MAX. AND AT MIDSPAN 1/4•'MAX. $ M LOAD BEARING HB X 3/4^SS FH SMS LOAD BEARING METAL • SHIM 1 PER CUP SHIM STRUCTURE C Z W 1/2"MAX. 9 TYPICAL ANCHORS G9 a v LOAD BEARING SEE ELEV. ii TYPICAL ANCHORS U O SHIM _ FOR SPACING k SEE ELEV. �. 6 11 FOR SPACING I! II TYPICAL ANC RS SEE E FOR SPAC G R c pS p u� op&a `o EXTERIOR EXTERIOR 1sI PRODUCT REVISED DOOR FRAME WIDTH E MOTH 'VG@ SF ,J• as complyngWith the Florida DOOR FRAM0692 Building CC oa dd '. HIDA-No. IS-0619.06 to E 2XB OR LARGER WOOD'BUCK L -� OR Expiration Date 09122/2020 TA 1P. drawing no. WOOD STRUCTURE By �'.`�` '•••.•.1oF.:�� W10--31 Mlam- a a Aro uet on roi FOUR(4) TRACK DOOR DETAILS �r,3lO�#AL��' 1` rs s11I11 sheok 2 of 28 MIE,MOR--4.9U_NTE D POCKETED JAMB L%7Jcx TYPICAL ANCHORS TYPE A,El OR C z p AT 6'FROM ENDS AND 0 9'O.C.INTO WOOD/CONC,/METAL 1-1/8"mn 61 0 C.INTO BLOCK ONLY 1-1;2" MIN.WOOL)EMBED C,u, SEALANT Di 1-1/4'MIN.BLOCK EMBED TYPICAL PAD P STA TIO T.QrATTON 1 -3/4" 0 MIN.CONC.EMBED gg 1/6'MIN.MEtALTAICHNESS 09 CONC. I BLOCK 2 WOOD METAL CL00 a .31 LL 1 44 4 EXTERIOR 0' TYPICAL AT PANEL TCOMMS POCKET CAVITY NOT BY CGI NOT PART OF THIS NQA— TO BE REVIEWED,BY AHJ 0 Men DOOR FRAME WIDTH 2 NOM,PANEL WIDTH C6 p v 00 PRODUCT REVISED as complifn wIth the PI*rIdA Building Colo 0 0 INGA-No. 15-0619.06 Expiratlon Dato 091;Z212020 M v BY EXTERIOR 2 AN 'A I CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS ({ U E7 CCI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - V E2 00I-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - tY o E3 Cal-186 FRAME HEAD 2 TRACK 6063-T6 CCl EXTRUDER •- E4 CGI-153 EXTERIOR INTERLOCK 6003-T6 CCI EXTRUDER - z M ES CCI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 GCI-155 MAIN STILE 6063-T6 CGI EXTRUDER Ell CCI-156 TOP&BOTTOM HORIZ 6083-TS CCI EXTRUDER O�Oy o u E8 CGI-157 SILL RISER 6053-T6 CG7 EXTRUDER - d N fi t , ED.1 CGI-101 ALT.SILL RISER(OPTTONAL) 6063-T6 CGI EXTRUDER - ( a w ED CCI-158 INTERIOR TRACK ASTRAGAL 8063 T6 CGt EXTRUDER - 0 j EIO CCI-159 INTERLOCK REINFORCING(LENGTH=FRAME M.-87 6063-T6 CCI EXTRUDER SINGLN LOCM FOR ALL PANELS WITHOUT CORNERS Eft CGI-182 FRAME SRL 3 Tt1ACK 6063-T6 CCI EXNTUpER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT a q d x E72 CCI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER_ - MAIN STILE AT 40" FROM BOTTOM 403 x x Eta CCI-185 FRAME READ 3 TRACK 6063-T6 CGI EXTRUDER SS MORTISE LOCK (PART #SGD-500) (PSOt-0036-117) (3: Fr E14 CCI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SCO-•503) (PS01-0036-117) 4 E119 CGI-170 POCKET HOOK 6063-TB CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART#SM2300WH) K a E16 C0I-12t 7jis'GthSs GLAZING BEAD 6053-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E17 CGI-123 1'CLASS GLAZING BEAD 6067-15 CCI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6053-T6 CGI EXTRUDER AOUSLELOCKS: REOD.AT 90' AND 135' CORNER PANELS ONLY .ETD CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-16 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM 3 E20 C0I-155A AWN STILE (OPTIONAL) 5067 T6 CGI EXTRUDER - BOTTOM E21 CCI-150A TOP&BOTTOM HORIZ (OPTIONAL) 0063-76 cm ExTRupER - SS MORTISE LOCKS WITH RECESSED ADAPTORS(PART #HD-3310141) 5 E2z CGI-158A nsRucnL OPTIONAL SECURED WITH (2) 10-24 X 1/2" FH SCREWS (OPTIONAL) 6063-Te CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER CONNECTING BAR (PART #HD-3310142) co 0 r E24 CCI-180 0£CORATNE SILL COVER(OPTIONAL) 6053-T6 CO!EXTRUDER - ZINC HANDLE SET �•^ cl E25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6083-T6 COT EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS E26 CGI-187 2.3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310143) ;q c E27 CCI-186 FRAME JAMB SCREW COYER(OPTIONAL) 6063-16 CGI EXTRUDER SECURED WITH (4) 10-24 x 1/2" PH THREAD FORMING SCREWS ° m E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CC!EXTRUDER - 10 N `� E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CC(EXTRUDER - ° "I E30 CGI-1030 FRAME JAMB 4 TRACK 'J 6063-T6 CCI EXTRUDER - C Z E31 CGI-iOS7 FEMALE CORNER ADAPTOR NO 6063-16 CGI EXTRUDER E32 CCi-1058 fEMALE CORNER ADAPTOR(136) 6063 T6 CGI EXTRUDER - K'1 L9 p v E33 CCI-1059 MALE CORNER ADAPTOR 6063-T6 GGI EXTRUDER MT COI-382V GLAZING BULB VINYL(OUROMEFER 76-80 SHORE A) PVC M2 CGI-17le FIXED PANEL CUP(2-1/2'LONG) 6063-TS 3 0 FIXED PANEL M3 CCI-173 RXED PANEL SHIM NYLON - 2 PER FIXED PANEL I- MIO CCI-176 FRAME HEAD ANTIDFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. g M11 W2520ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. kt 912 - BOTTOM RAIL STIFFENER.1'LONG.2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL g 06 MI-1 TA-SI ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AfE58URY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS 6Tj5T AMESBURY 2 PER OPERABLE PANEL SY M14 SCD-Stl0 OVAL MORTISE LOCK ST/ST SULINAN ATTACHED TO SCO-5013 a}Z M)4A PSOI-0036-f T7 DUAL MORTISE LOCK STjST INTERLOCKS ATTACHED TO M16p M15 SGD-547 KEEPER ZINC SULLIVAN INST,W/R}'10X3/4"PH M15A SOD-507N HEEPER ZINC INTERLOCKS INSL W/2 JIOX3/4'PH llki Mf8 SGD-503RECESSED ADAPTOR ZINC SULLIVAN INSL.W/2 QIOX3/4'FHMICA PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 j11OX3/4'FH M17 SGD-5500 HANDLE SET ZINC SULLMAN/INTERLOCKS MIS SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - t 11 11 1p1F o M20 5552000 SILPRUF SEALANT SILICONE CE - PRODUCT REVISED ���*ti,�4•AN ��r� A t M20 CCI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULUVMI OR EQUN. 4 PER PANEL as eomplyin0 with the Florida 9: J HOF''•{0 �r„ i n K.2 WS-202 HEAD AND Silt SMALi.PILE PAD Dutiding Dade WOOL ULTRAFAB OR EQUN. 1 PER WTERLOCK/ASTRAGAL N°A-No. 15.0610.06 .70582 $ a WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAD OR EQUN.HD^I2-10042 .JSO'RFACN POCKET SEAL - Expiration Date 09/22/2020AMESBURY _ �1_ ASO X Y 1j4'LG.PNt.PN.SMS. ST/ST.ASSEMBLY SCREW - - 2 dft 3 PER CORNER t�y��_-� � F 1 e!� drawing no. Mfam- arl radnat contra ••Ft �o�•.:'�e'�;.� WIO-31 / ff� I NAL 1 hlnittP sheet 2q OP 8 4.735 5.921 -^� 1.340 1.340 1. V U ' .070 � .070 I I .675 -^{�.12U � 1rO vv .8 0 .847 � .847 -T •998 0-50 975 .995 I .050 975 PH 1.250 1.250 z F3.255 1.184� 3.255 4.250 4.250 .070 .FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) Lz GLAZING BEAD GLAZING BEAD ,,11LAM.GLASS INSUL.LAM.GLASS 075 .0751.508 1.166 o070 2.600 2.600 E7 TOP/BOTTOM HORIZ TOP/i30TTOM HORIZ (OPTIONAL)07072 .065 .664 1.831 3.000753 3.000 _�'.0705.921 .128f EI t FRAME SILL(3 TRACK) 1.490 1.415 M2 FIX. PANEL CLIP -3.000 1.490 1.415 J Q FRAME SILL(2 TRACK) 2.005 � V w 3.750 3.750 2.005 EXTERIOR INTERLOCK (OPTIONAL) r- m 2.755 .070 1,366 .155 125 ee MAIN STILE ,695 3.•15o MAIN STILE (OPTIONAL) M 2.755 O T 3.000 .265 .125 3.000� z l l .070 1.6170 1,870 .095 •995 •095 C 3.1i E6 t7 N 3.572 � SILL RISER (OPTIONAL) 1.610 1.670 1 770 1.415 � 3 I.W. 1.770 1.415 .0611 G 1.800 .070 �� .060 3.572 17 3 h 3.168 C Z G,.. o 2.005 .070 .070 2.005 M sc o 2,005 1.255 L 1.625 D is U�9 2.005 Q INTERIOR INTERLOCK .58� INTERIOR INTERLOCK (OPTIONAL) 1.255 Eta OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE 2.120 , 2.005 t21 1.186 E5 .995 INTERIOR TRACK ASTRAGAL POCKET HOOK (OPTIONAL) ,7Fp..55 .060 1.831 .625 1.501 2.591 41 ° .156 3.750 1.920 2.670 x u 3.000 ,156 '°° o E4 EXTERIOR INTERLOCK •070 I 24 I�-'625 ea.t SILL RISER (OPTIONAL) c 3.510 SILL COVER(OPTIONAI) .. 1.625 1.870 ��` AH 1.600 ;�,F;•' QEN 92 PRODUCT REVISED g n as complylnp with the Florida e . .125 1.310 Building Code _ .,[ NOA-No. 15.0619.06 2.005 IEx Irntion vale 09122@020 - �p P Browing no. 1® OE23 BY %�`S':!;LORIDP.:Gam`+ W10-31 Mlaml-ga a ProductControl7j�WON Il INTERLOCK REINFORCING OUTER TRACK ASTRAGAL(OPTIONAL) 1 rllllt\�\ sheet 25o(28 ` t.ees ' M i.sts 2.270 - \ I 060 {Alli e� .120 1.886 .128 �• .128 •,r-• � '" a l�,_J / .1900 280^! .640 O q .126 y[Q Z 3'626 -s CJ FRAME HEAD COVER g x n 1.886 .126 SA85 4.765 .086 r a• v�G v .190 .774 .190 (4 1.330 .080 1.6121 .640 O g pg 1.866 `�Y' 1«747 1.520 .344 •0 2.561 `` aa� .626 .. FRAME SILL COVER 00 uJ 631 FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (f35') E33 MALE CORNER ADAPTOR ll FRAME JAMB (2 TRACK) 0 .2M13� 5.375 -y- t4 1.79 .060 1 1.620 N FRAME JAMB COVER m 5.951 •080 1.620 .726 �A h m .065 .f25 .545 g � 1.620 1,508 FiS 'fl rn ti 1 009090 .065 O it N o N M - .664 cl O M M .625 ��;ya, _ FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP p Kl 8� 0 o � x� PRODUCT REVISED as eompl with the Florida Building Godo _ N 0592 u NDA.No. 15.0619.06 �u;• i •i*y o r Expiration Date 09/22/2020 5• I/c(J��j y / �••, ig� :•,yam drawing no. M m- product ontroi grid`s•''' ORIOP.•''(�\�,� w10-331 . +3!aNA4�L�`i,t� sheet 26 of 28 7.750 080 i--w --7 -1 ,A z .925 7 1.250 T- 52 -T �'8 FRAME HEAD (4 TRACK) 0 cy ON2.600 ON, JL5}x .753 7.730 FRAME SILL (4 TRACK) J ti 1.375 EME10P CORNER. 0 4 TRACK SHOWN 0 a Lu m 1-620 -0 c C' ino 3: 0 1.620 -0 0 '1.620 CT .080- 52 .095— 1.620 b.625 EJO FRAME JAMB (4 TRACK) 0 czz� AH PRODUCT REVISED as cornpW1. with the Florida Building,Code o.70592 MOA-No. 15-0619.06 g expiration Date 0912212020 drawing no.- DY IOF W10-31 .01-�Pwd.., antral 4 TRACK SHOWN 1(shoetW of 78 cr 0 E H. 1z -j FRAME TOP CORK C: I 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOPAJOTTOM CORNER MITERED 8EAD CORNER(TYPICAL) Cl CZ, C pp kiv I Ig®r ,PANEL TOP/BOTTOM CORNER v ., SQUARE BEAD CORNER(OPTIONAL) All PRODUCT REVISED as ax with the Florida 0592 FRAME BOTTOM CORNERFRAME IOWN HffNER MOA-No.— 15-0619.06 2 Expiration Date 09122/2020or drawing no. BY- I-_-- , yti W10-31 rnlaffn-!�ama Product control HIM sheet sof 28 0 0 M IAM I•DADE 0 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(M)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.t?ov�ecoaoory CGI Windows&Doors �1 i 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 oaccepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority e Having Jurisdiction(AHJ). This NO.A shall not be valid after the expiration date stated below.The Miami-bade 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 re-voke-th-is-aceeptanee,-7if�-it-is-determ-inc b Miami-Dade County Product Control Sec ion that this product or material fails to meet the requirements of the applica ll�e building code. This product is approved as described herein, and has been designed to comply with i e Florida Building Code,including the High Velocity Hurricane Zone. , ESCRJF-_-_T°ION:=Series"Senfinel`13D"Alumfnum Fixed �Vin�do�v=L.lYi:I:� --- OVALoDOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 lum'Fixed Window -- (L.M.I.) (S.M. . ',sheets 1;1-.-2,3�#-5-and-6-of-6-dated-0-1/30/1 ,with revision F dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Reovision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each emit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur-after the expiration date or if there has been a revision or change in the materials,use, and/or-manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be.available for inspection at the job site at the request of the Building Official. This NOA revises and renews NO A,#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. t t1AM I)ADE COUNTY NOA No. 15-0413.03 . Expiration Date: September 22,2020 !. JIBE I� Approval Date: June 25,2015 ( 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 Aix 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,DurasealO 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 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. A'I'L-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) Manuel ez,P.E. Product Conti 1 Ekaminer NOA No"—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-5'11 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' (Submitted under previous 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 InterIayers" 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 j I. Statement letter of conformance, complying with FBC-51h 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 NDA 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 and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14, signed by -Jaime Gascon,P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. vv� Manuel Per , X. Product Control E m' er NOA No.15-0 13.03 Expiration Date: September 22,2020 Approval Date; June 25,2015 E-2 49' 48" 49' lt_ V Loi FLANGE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS �O D.L.OPG. m D.L. OPG. D.L.OPG. 5'MAX. 18'MAX. iv ¢ W �pp 3 HEAD/SILL A 3 SHORTER \ $ Al C8��1qk• 1,9. 0- N mm CORNERS SIDES m S�R�D CURL, ANCHOR SPACING SHOWN HEREIN APPLICABLE n a D� S/OFA N g TO FLANGE AND FLUSH FRAMES. a e o SEE SHEET 1.1 FOR FIN FRAMES. p g o V tl II d II I z II II aM II 11 II II �o o II II 0 aap u u n u " u n parva u u n n II II ao 0 II II C1 II II II II alu LL C I I II II N II I t (n' _____-I____ --JL-----1i___- =---JL----- 96' Z H s ------ ------=--r------rr--- ----r------rr--- C3 II II 11 I II II BUCK HEIGHT .t,1 V. Amryy Q II ~x li �� ii ii �� II It �� ii D.L. OPG. 2 U' �� II V (•I II / II w a. I II a I I I I (13n. II I 0 n o __JL__'�_�l_____ ;o= o _JL__•�_1L____ o ==__JL-_� _1L____ zm m w --1r-----Ti---- m --1r-----TI----- m w --Ir-----Tr---- . Om !8. J II II Y -I II II o J II II 0 Z o II II j o II II z Ci u n u n u u X32 u 1IInnII _ uIuuI o€ ao uu nu ii InI u j u------ 4j------ --u "lr - --- ZY --Ir- 'TF--- -IT Io1I9W It om II II II � 11. 3 It pt7' _ 0 W re �N o M (n CI - 3NM ,o FALSE MUNDNS 6' MAX. 17'MAK. (SURFACE AP O 18°MAX. 6' MAX. 18'MAX' dz] Ol]Z OPTIONAL CORNERS STRAIGHT L 3 MlJi SHORTER SIDES vl SIDES CORNERS SIDES o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME PJD—THS v b WINDOI I WINDO,_ W WIDTH_, WINDOW WIDTH-, WINDOW W�� WINDOW SERIES 130 SENTINEL ALUMINUM FIXED WINDOWI(��__�I I I I I I I I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I I I I I %; CHARTS SHOWN ON SHEET 2, I I j I Iy 'i I /� I z q R n i APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY L J L— —J H R A BETWEEN.ROV WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W� WIDTH DAYLITE OPENINGS: g'a �` D.L.O. HEIGHT = BUCK HEIGHT - 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I __ __ r D.L.O. WIDTH = BUCK WIDTH - 3.00" WILL APPLY TO ENTIRE SYSTEM. F r—— l F I I 1010 - � r LAM. GLASS o s s a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE % � I � I � `� � INSULATING LAM.GI.ASS �o 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 3 c" HURRICANE ZONE (HVHZ). 3°0 LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I I SMALL MISSILE IMPACT q LOADS TO THE STRUCTURE. L JEno gem J CMLAA� PRODUOr REVISED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FLA.PE 70592 or—plying with theFLotide EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN. 538 Building Cada .. 21 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. AcceplmlccNo/5-0413Q NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REQUIRED. M 2015 •'pionDate O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Mide Product Coni,, COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet 1 of 6 LD 48' 48' 48 r-4—Wr—L-W N BUCK WIDTH BUCK WIDTH BUCK WIDTH 1� o D.L.OPG. D.L.OPG. D.L. OPG. TYPICAL ELEVATIONS (C a N 3 6'MAX. 16'MAX. HEAD/SILL 2 STRAIGHT o C 2S, a n CORNERS SIDES e O S�ES0CS 4,� N N a. ,oF z a s `° o 0� a ' II II I I I I is O II I I 0 IL Q Q II II II II O II II O II II II II II II 0 u u u u u u gN H u u R n u Q 0 JL_____-l____ ___JL_____11____ __JL-----1L..___ 96' ----r------- ------- ----r------rr---- =--r------rt---- BUCK WIDTH LL Z y y C2 u u u II u n II •�' II II II Q W � WJ !Ec4 II �r II � 11 �r II � II D.L.OPG. x eO L____o ' o m r, a ----rr___-- ----- „ ----�r-----Tr---- m -----Ir------rr---- -1 II II J II II -1 II II 10 to rS• D o II II o II II > d II II m u u m u u m u 11 II II II II II II r��p N II II � II II v o II II II 11 '- II II II II g II nII n u u u u ii===J DESIGN LOAD CAPACITY-PSF DESIGN TOAD CAPACITY-PSP W U v FLANGE DIMS. BUCK DIMS. CLASS TYPES'C'&'CI'GLASS TYPES'D'&'DL' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'C1'GLASS TYPES'D'&'D1' I I �1� o �Y I WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EAR.(+) 1NT.(-) WIDTH(W)LENGTH(L) WIDTH (W)LENGTH(L) EAR.(+) 1NT.(-) DCT.(+) IM.(-) FF O 24' 23' 60.0 BO.0 80.0 80.0 24' 23' BO.0 80.0 80.0 80.0 W 30" 29' 80.0 80.0 00.0 80.0 30' 114° 29" 113, BO.0 80.0 80.0 80.0 L 4 36' 35` 60.0 SO.0 00.0 60.0 36' 35, 73.0 73.0 80.0 80.0 J �� J0 Nr � 42' 36. 41" 35, 80.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 00.0 d O 3 U 48' 47° 00.0 80.0 80.0 80.0 24' 23° 60.0 80.0 80.0 80.0 Q) `�� 54' 1, 80.0 80.0 80.0 80.0 3T" 120, 29" 119• 80.0 80.0 80.0 80.0 60' 59' 80.0 80.0 80.0 80.0 35' 35' 72.d 72.4 80.0 00.0 G W 61' 80' 80.0 80.0 80.0 80.0 39' 38' 65.9 65.9 80.0 80.0 O R Q O 24' 23' 80.0 80.0 80.0 80.0 24° 23" 80.0 80.0 8D.0 80.0 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Q 30' 29' 80.0 80.0 80.0 80,0 30' 121, 29" 120, 80.0 80.0 80.0 00,0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ; N 36' 35' 80.0 80.0 80.0 80.0 36• 35' 72.3 72.3 00.0 80.0 Q u. 4.zN: 42` �. 41° 47• 70.2 70.2 00.0 80.0 39, 38' 65.8 65.8 80.0 80.0 .% 48' 47' 61.3 61.3 BO.0 00.0 a f 54' 53' 61.3 61.3 B0.0 80.0Yt� BUCK DIMS Yt" O 60" 59' 6113 61.3 B0.0 80.0 61" 00' 1 611.3 1 61.3 80.0 1 80.0 DESIGN LOAD CAPACITY-PSF v 24' 2J' 00.0 80.0 80.0 00.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'Cl'GLASS TYPES'D'&'Dl' �� FLANGE FRAME a 30' 29' 80.0 90.0 80.0 80.0 WIDTH(W)LENGTH(L) WIDTH (W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) J 36' 35' 80.0 00.0 80.0 80.0 19-1/8• 18-1/8' 80.0 80.0 60.0 80.0 FLANGE DIMS 42" 80, 41' 59, 70.2 70.2 80.0 80.0 28-1/2° 25-1/2' 80.0 80.0 80.0 80.0 '^ 48' 47' 61.3 61.3 80.0 80.0 37' 26, 36' 25' 80.0 80.0 60.0 80.0 BUCK DIMS 3 O tyj 54' 53' 54.3 54.3 72.5 72.5 48' 47" 80.0 80.0 80.0 80.0 8 O W 60" 59" 48.8 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 O 61' 80' 48.8 48.8 65.1 65.1 81' 60/ 90.0 80.0 80.0 80.0 24' 23' 80.0 80.0 V72.5 80.0 19-1/8" 18-1/8' 00.0 80.0 80.0 00.0 N o 30' z9' 80.0 Bo.o eo.o 26-1/2' z5-t/z' eo.o e0.o eo.o eo.o EGUAL LEG FRAME t2 3 N M 36' 35° 80.0 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 ❑d O 11`7 38-3/8' 37-3/B' z Z. 42' 72' 61' 71' 70.2 70.2 60.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS ,Fz., Z Z L, 48' 47' 61.3 51.3 80.0 53-1/6" 52-1/9' 77.1 77.1 80.0 80.0 54" 53' 54.3 54.3 72.5 61' 60' 77.1 77.1 00.0 80.0 w O 60" 59° 45.13 48.0 65.1 65.1 19-1/8° is-1 8" 80.0 80.0 80.0 80.0 (Oj 61' 60• 4B.0 40.0 64.0 1 64.0 26-1/2' 25-1/2` 80.0 80.0 00.0 80.0 O za' 1• 80.0 BO.0 80.0 80.0 37' 1-1/,. 3e` 80.0 80.0 80.0 80.0 4- FIN FRAME 30' 29" 80.0 BO.0 80.0 00.0 48' 47° 61.3 61.3 80.0 80.0 36' 35' 78.2 78.2 80.0 80.0 53-1/8' 52-1/8 49-5/8' 58.0 58.0 77.4 77.4 BUCK DIMS D fa 42" Ba• 41' B3, 70.0 70.0 80.0 80.0 61' 60" 88.0 58.0 77.4 77A 48' 47° 61.3 61.3 80.0 80.0 75-1/4' 74-1/4" 58.0 58.0 1 77.4 77.4 a n 54' 53" 54.3 54.3 72.5 72.5 93-3/4" 92-3/4° 1 58.0, 58.0 76.5 76.5 FLANGE ADAPTOR FRAME D 56' S5' 52.4 52.4 69.5 69,8 19-1/0' 18-1/B' 80.0 80.0 50.0 80.0 24 23, 00.0 1 80.0 80.0 1 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 -FLANGE DIMS 30' 29" 80,0 80.0 80.0 80.0 37' �, 36" 62. 80.0 60.0 80.0 80.0 36' 97° 35° 98• 75.6 75.6 80.0 80.0 46" 47` 61.3 61.3 80.0 80.0 42' 41' 65.2 65.2 80.0 80.0 53-1/e, 52-1/8' 55.3 55.3 73.7 73.7 NOTE: °1 m 48' 47 60.6 60.6 80.0 80.0 61' 60° 40.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE 'v, g s fi g 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 E1300-09 (3 SEC. GUSTS) g o w LL 24' 23" 80.0 BO.O 80.0 60.0 19-1/8• 18-1/8• 80.0 aO.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION 30' 29' 80.0 80.0 80.0 Bo,O 26-1/2' 25-1/2' 80.0 BD.O 80.0 50.0 DECLARATORY STATEMENT DCA05-DEC-219 c 36" 102' W 101` 74.6 74.6 80.0 80.0 37' 78, 36' 75 78.9 78.9 80.0 80.0 Eo9r.JAYAD AHMAD o 42" 41' 65.7 65.7 80.0 80.0 48` 47' , PRODUCT REVISED 61,3 61.3 80.0 80.0 FLA.PE It 3 70592 mnPIY7og with the FWds I C.A 538 Bulld'oig Code 46' 45' 59.3 59,3 130.0 80.0 53-1/8' 52-1/8• 55,3 55.3 73.7 73.7 Q Acceptance No 24' 23' 80.0 80.0 80.0 80.0 61• 60' 48.0 48.0 64.0 64.0 RN1 reliosDate 9Q� 30 29° 50.0 50.0 80.0 130.0 1 DY O 36• 108' 35° 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 h 1.1 4 015 Minm' odc Product Cotttrnl dfGWing no. 42' 41, 62.4 62.4 80.0 80.0 W1 Q-02 44' 43' 59.1 59.1 1 80.0 1 80.0 sheet 2 of 6 3/16'.ANN GLASS" 3/16"HEAT STREN'D GLASS �U 075"Interlayer 0 Satlez CP With PET-Core Soflex CP With PET Core o By 'Eastman Chemical Co.' By'Eastman Chemical Co.' !z- 3 OR OR - .090"•Interlayer-_ __ 090'Interlayer Saflex Clear And,Color Glees Saflex Clear And Color Glass By''E6stman Chemical Co.' By'Eastman Chemical Co.' 01 a ` - OR OR 1 o � 090"Interlayer 090"Interlayer p o _DuP.ont.SentryGlas_,. _ DuPont SenlryGlas Q By 'E.I, DuPont De-Nemours &Co„ Inc: By 'E.I.DuPont De Nemours& Co.,Inc.' OROR v p d 090"Interlayer 090"Interloyer a K?a� - - DuPont Butacite PVB DuPont Butacite PVB By 'E.I, DuPont De Nemours &Co., Inc: By 'EI. DuPont De Nemours& Co., Inc.' O y[L 4 K 3/18"HEAT STREWD GLS5 ' 3/16"HEAT STREWD GLASS 3 u. " �zu3o r; SILICONE.` to f�i! SILICONEQ w F - 'GE-1200 d. 1 jj j� GE 1200 \ E3 DOW-CORNING 899 \ E3 DOW CORNING 899 O n _it II n it li - DOW CORNING 995 DOW CORNING 995 . II ji Ij II _ -- I� I� _ �I !j m X x o MS AT`7/4�'POINTS ON LfTES � � M5 AT 1/4 POINTS ON LfTES S 'n WIDER:TFIAN 36" WIDER THAN 36" ui w GLASS J' 9LASS TYPE 'D' a O w 7/18'OVERALL LAM,GLASS 7/16'OVERALL LAM.GLASS r` (L.M.I. & S.M.I.) N 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS (n N r-.,O1n 3 cI 1 .075"Interloyer .075" Interloyer E.� O t7 n Saflex CP With PET Core Saflex CP With PET Core z Z Z n By 'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 3 p Ya' .090"Interlayer 090"Interloyer Soflex Clear And Color Glass Soflex Clear And Color Glass By 'Eastman Chemical Co.' By'Eastman Chemical Co.' 3/8"AIR SPACE OR 3/8"AIR SPACE OR .090'Interlcyer 090" Interlayer DuPont SentryGlas DuPont SentryGlas SILICONE 3/16'HEAT STREN'D GLASS E.I. DuPont De Nemours&Co., Inc.' ix GE 1200 / OR OR'E.I. DuPont Da Nemours&Co., Inc: fo DOW CORNING 899 •I 52 090"Interlayer 3/16" HEAT STREN'D GLASS 090" Interlcyer s W •j DOW CORNING 995 I• C p DuPont Butacite PVB j� DuPont Bulocite PVB ' i! i! By 'E.I. DuPont De Nemours& Co., Inc.' By'E.I.DuPont De Nemours &Co., Inc. W li hII .to i to 5 o 3/16'HEAT STREWD GLASS 3/16"HEAT STREWD GLASS i! i! i! N w w r M4 3 5 0 pp.. I� SILICONE F SILICONE m GE 1200 m GE 1200 I �I DOW CORNING 899 I 'I DOW CORNING 899 SILICONE I .I DOW CORN NG 995 DOW CORNING 995 GE 1200 y MI !I Ij Ij DOW CORNING 899 M II II II M II II II rn XL EDGE SPACER � XL EDGE SPACER DOW CORNING 995 ji II liI! li II o u o w w ST. STEEL BY'CARDINAL' I I ,I ST. STEEL BY'CARDINAL' OPTIONAL GLAZING DETAII. E4 !j I• I OR E4 Ij I• I' OR O DURASEAL BY'QUANEX' DURASEAL BY 'QUANEX' GLASS TYPES 'Cl' & '1)1' OR OR 0 SUPER SPACER BY'QUANEX' 0 SUPER SPACER BY'QUANEX' Engr:JAVAD ARMAD o CML PRODUCT1LBVISPD N a W FLA.PE'A 70592 .complyingwilh lho Florida o r M5 AT 1/4 PO NTS ALL SIZES M5 AT 1/4 PO NTS ALL SIZESC.AN.3 J6 Bui!Jing Code • GLASS TYPE 'C1' GLASS TYPE 'Dl' AaeplsncoNo�5=f�41 .� fA W Bx imlian Detc I"OVERALL INSUL LAM. GLASS (L.M.I. ONLY) I"OVERALL INSUL. LAM.GLASS Dy drawl MAY Q 20 . 1"Ron nde Pro uct can W10-02 IN ORDER TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Cl' &'Di' MUST BE TEMPERED. - sheet 3 of 6 TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. r, TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MA ONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ��V a THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. o INTO METAL STRUCTURE - 3/4" MIN. to en J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 0. WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS N a d FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/<'MAx. FLANGE ° �t- SEE ELEV. SHIMS C°� r 2BY WOOD BUCK FOR SPACING V ri u METAL I! II W TYPICAL ANCHORS STRUCTURE K Q jl jl WOOD STRUCTUR a. Q �Oq1 E3 i� ii FOR PACING °v :SEE ELEV. � M2 TYPICAL ELEV.ANCHORS Q 0 3 II s Q: N FOR SPACING \ I rto 11ery11 E1 Weil F v Et O S2 MIK• II II � v °' TYPICAL ANCHORS II �i M2 SEE ELEV. ° a vsi v n I ` E3 1BY FOR SPACING jj jj n WOOD BUCKE7 E3 S (A N E] 1/4'MAX. 0 SHIMS EQUAL LEG EQUAL LEG EQUAL LEG E2 EQUAL LEG JdLn a o 29Y WOOD BUCK °v MZ METAL 3 N M 1D OR STRUCTURE d B 0 3 M 1 l A l WOOD STRUCTURE C 1 TYPICAL ANCHORS Z 2E N Ij Ij M2 J'CE SEE ELEV. N §O FOR SPACING 0� M3 52 s \ 12 L9M3 52 3,�,I I v �I �i TYPICAL iACHORS I I M2 \ w w o w SEE ELEV.' II I TYPICAL ANCHORS 33 33 55 1BY FOR SPACING II II SEE ELEV. �3 3 u WOOD BUCK FOR SPACING " $i o WOOD BUCKS AND METAL STRUCTURE NOT 13Y CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o w$ TYPICAL, ANCHORS: SEE ELEV. FOR SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. LJ 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI. Fy=sz KSI) INTO METAL STRUCTURES _ 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSQ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Engr.JAVAD AHMAO b ° ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) CML PAODUCTAEVISED M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM i0 BE PLATED OR PAINTED) FIA.PE]70592 asc—Plying with die Florida \ 1-1/2" MIN. PENETRATION INTO WOOD C.AN. 30 Bui"I""Code '� 741g Q A,glmce No THRU 1BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Bx imlionDalc2D3, 1u 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MULLIONS MIN. THK. _ .090' Br o ( ) Miami adc Pro uct C afro, drawing no. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY 20t W10_02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 0f 6 U TYPICAL INSTALLATION DETAILS 4" o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o A J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 06 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a m U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR ° TYPICAL ANCHORS 1/4MAX.SEE ELEV. pp p n 2By WOOD BUCK FOR SPACING SHIMS 0 a QOR METAL 0 Q jl WOOD STRUCNRE TYPICAL ANCHORS o STRUCTURE yyq0 B3 E3 M2 A3 FOR SPACI C TYPICAL ANCHORS Q W 3 rn li II v.v ''. M2 SEE ELEV. (L 2 o FOR SPACING „�z I(M/�� Jp� Q W M E F C3 •a SEE ELEV N S2 TYPICAL AkCHORS j Ij M2 I SEE ELEV. igy FOR SPACING In WOOD BUCK II II .o c E6 E2 E3 O tjj x O LO Cl w1/4'WAX. BUCK HEIGHT 1/4-MM. r` 2 3/ r I GAP GA F-N o N �n WOOD STRUCTURE3 NN M I a NOT BY CGI 1/2'MIN. i/2'MIN. O M n n _\>> E2 C2 Z Z 2 3/I I FIN FRAME M2 BACKBED W 3 0 ` CAULKING C j o< TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I O ,#8 SMS (GRADE 2 CRS) \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -"-- -" �{ 2 WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Eft ..4 BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR ° w BEVELED WOODBUCKS IS ES PERMITTED. HOUSE WRAP NOT BY CGI E3 1 XTERIOR $ g§ BUCK WIDTH BUCK WIDTH Fr—---- ----- i� F--_ MIAMI-RADE COUNTY I I MIAMI-DADE COUNTY APPROVED I j j I APPROVED MULLION 1 MULLION & MULLION ANCHORS I I I &MULLION ANCHORS II SEE SEPARATE NOA II II II SEE SEPARATE NOA I� I� CO -I I- Ij o I I L_______ _________�J Engr:JAVAD AHMAD _ D = II I I =-_ _____ _ CML PRODUCT REVISED I _________ FIA.PE Y 70592 as complying with the vwido 0 II I ........ - - - - CA .'5538 Building Cede 1 I Acecplence No I 4419.0S I --j I irolion Dote QO o --- TYPICAL ANCHORS � SEE ELEV. Bydrawing no. FOR SPACING y U15 Mi?'DfidcoPwl�51-t�.noj W�0_02 /#14 X 1'SMS. sheet 5 of s ITEM PART 1► QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARX3 FOU-1 U E1 CGI-118 4/WDW. FLANGE FRAME 6063-T6 - Iw o 1-.068 E2 CGI-119 4/WOW. FLUSH FRAME/FIN FRAME 6063-T8 0 1.995 612 E3 CGI-121 4/WDW. GLAZING BEAD (LAM. GLASS) 8063-T8 �. E4 CCI-123 4/WOW. GLAZING BEAD (LAM. INSUL. GLASS) 6083-T6 - f W .995 065 E5 CGI-110 4/WOW. NAIL FIN ADAPTOR 6063-TG - IL TypIL n o. • ES CGI-109 4/WOW. FRONT FLANGE ADAPTOR 6083-T6 - a c V M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A G;G 1.335 M2 CGI-124 AS REQD. SCREW COVER-OPTIONAL PVC - L) �n{ M3 CCI-112 AS REQD. FLUSH FRAME COVER PJC O Q Lq EI FLANGE FRAME M4 - OPNONAL GLAZING ANGLE(1 X 1/2 X 1/8') 6063-T5 - L7 2.505 MS - 2/LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A 0 e3 �— 1_.068 S2 810 X 1-1/4- 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST .B12 (1' 1.495 W 6{ .995 .065 I- NP• O 1.335 N E2 FLUSH FRAME/FIN FRAME v -^x.675 g in "ISI .ss5 •TM15 I e O Ld WELDED JOINT M 1.184 AT ENDS N o V)N 3NMro E3 I GLAZING BU MEAD (LAM. GLASS) d �3 E [—.120 6 3 O II— � o— .99� .050 1.000 �IL 125 � U TYP. I I O 1.184--I .t.5-0mo M4 G E4 GLAZING BEAD (LAM. INSUL. GLASS) IGLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS = 1.130 1—.065 T c t.45o RECT. OR SQUARE WINDOWS v g.180 1.550 1.55 D 1.680 JII�JL •5540 050 � TYP. CORNER DETAILS 0 - o "?o .0" y �11 n 1.395 ��oo ES NAIL FIN ADAPTER E6 FLANGE ADAPTOR _ En9r:JAVAD AHMAD PRODUCT REVISED 1 a P 1�1.395�{ 1.119 cML compl7•nR wFloridaiith the F FtA. E Y 70592 t CAN 3538 Duilding Code o T .160 A cirmim at IF) 1 03 0 u J 291 iratimL Data By .050 ,065 � •OSOr 1081-�I—f 2015 Miein odc Product Can al drawl W10-02 M3 FLUSH FRAME COVER M2 SCREW COVER sheet 6 of 6 MIAMI•DA►DE z MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP'T'ANCE (NOA) www.miamidag2.gov/economy. CGI Windows&Doors 10100 NW 25'Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this rodu 1_or-material-fa is to meet the requzrem-ents-ef be applicable building code. This pr�ofiu1s approved as described herein, and has been designed to comply with the Florida Building C d;including the High Velocity Hurricane Zone. �,:ES.CRII'_TION:-Ser-ies�_"Santine1�110'��Alnminuna�Sing[e=Haug Window=I:.1VI I:� 4�"�,� APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. H. Wdw. M.I./S.M.I.)" sheets 1 through 9 of 9 dated 02/02/10, with revision C dated 04/10/15, prep ed by Al- Faro rnoration,_signed_and sealed by 3avad Ahmad E. bearing the Miami-Dade.,Coimty Product Control Revision• stamp wi the-Notice of AAcceptanue-number—and-ex-piration--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 terinination 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#14•-0915.06 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. M(AM4DADE COUNTY NOA No. 15-0512.10 o Expiration Date: September 22,2020 Approval Date: August 062015 V11-2 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. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 1 Manuel Pe X Product Contro xa 'ner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) 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 Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS L Statement letter of conformance, complying with FBC-51h 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 Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor, G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manuel EareA P.E. Product ControExa iner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/6' 52 1/6° 52 1/6' M FLANGE WIDTH BUCK WIDTH BUCK WIDTH I 0 47 7/16" 47 7/16'. 47 7/16' m 3 D.LO. (FIX. LITE) FALSE MUNIINS D.LO. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) 20 9/16' (SURFACE APPLIED) 20 9/16• (SURFACE APPUED) 20 9/16- Z a 6"MAX. MAX. ## OPTIONAL 5 1/2"MAX. MAX ** OPTIONAL 5 1/2'MAX. MAX. HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL I"O In 0 CORNERS 4 CORNERS 81 CORNERS 0 Or w 0O 0 II oX t .X .X w 7 III � aIII F Q 00m o n Ci O IT II CmW 3N.�• LLII B-4 f J Q �E z-m Jfs 11 Is In= n� v nU nU 0 I II m II 11 II II /. II m W r y it n= n Z it / ii n= ti n= n _ n n d =====1E== _ ____= n o =====R== n----- n t n o = ===R n w n , II II m �i n , I I II m n (,-, n � I I II ca ^ II tl o II II S II II o C II II C7 II II o C2 II II 1 4 it ii m 6 ii ii m 7 ii ii 3 O W O Y = F m w ¢ FALSE MUFITINS ¢ = to(i jn uO1i 47 7/16" .�<,¢ 47 7/16' z (SURFACE APPLIED) 47 7/16" z ¢ N�7 D.LO. (VENT) 1O u D.L.O. (VENT) o OPTIONAL D.L.O. (VENT) o 3 M "' m 50 1/4" 50 1/4" 50 1/4" z ZO o VENT WIDTH VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME w C) a w TYPICAL ELEVATIONL-JL SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER al CHARTS SHOWN ON SHEET 2. ** o o = APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN _td v OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI–DADE COUNTY SPACING EXCEEDS 20 9/16' APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS `o_ oBi$ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS 5 ° $ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). _ SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 2 LOADS TO THE STRUCTURE Eng..JAVAD AHMAD N CML PRODUCTREVISED iv ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS lLGA p 70582 mcornplyingwith the FEorift o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 8 13nilding Code Acceptance N.15-0512•1 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE iration Date 5 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Oy' drawing no. Msnn 17odc roduct MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT W10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 of 9 EQUAL LITES WINDOWS UNEQUAL 11TES WINDOWS fj o U DESIGN LOAD CAPACITY-PSF DESIGN]AAD CAPACITY-PSF n FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'&'AI'GLASS TYPES'8'&'Bl' FLANGE DIMS. BUCK DIMS. MAK.TOP LITE GLASS TYPES'A'&'Al'CUSS TYPES'B'&'Bl' ® OI WIDTH HEIGHT WIDTH HEIGHT EKr.(+) INT.(-) EM.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. T) 1Nr.(-) W.(+) 1Nr.(-) O 3 19-1/8" 18-1/8' 75.0 75.0 80.0 85.0 53-1/8" 76' 52-1/8' 75" 35-1/4' 75.0 75.0 80.0 8.5.0 0 q F Z 26-1/2' 25-1/2" 75.0 75.0 80.0 65.0 49' 79" 48' 78' 39-1/4" 75.0 75.0 60.0 85.0 0 37" 28' 36' 25' 75.0 75.0 80.0 85.0 26-1/2" 25-1/2' 70-5/6" 75.0 75.0 80.0 85.0 f N 49' 48' 75.0 75.0 80.0 85.0 31' 30" 63-5/6" 75.0 75.0 80.0 85.0 ¢ 0 0 V 53-1/8' 52-1/8" 75.0 75.0 80.0 85.0 33" 85' 32' 84' 60" 75.0 75.0 80.0 85.0 I �_ 0 .. 19-1/8' 1S-1/8' 75.0 75.0 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.D 85.0 0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4" 75.0 75.0 60.0 85.0 O � n 37' 38-3/e" 76' 7 0 7-3/8' 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 0 0= �'O m o 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0WIDTH Y C Q +mi 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 U wJ 0 n° m K j 26-1/2' 25-1/2' 75.0 75.0 80A 85.Q � OO ty 37' 50-5/8" 36' 49-5/8' 75.0 75.0 80.0 85.0 a LL W N w o 49' 48' 75.0 75.0 80.0 85.0 W Q J 53-1/8' 52-1/8' 75.0 75.0 80.0 65.0 a WLB Ay F 19-1/8" 18-1/8" 75.0 75.0 60.0 85.0 r ei i 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 °v 0 \z� 37' 63' 36' 62" 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 60.0 Sao o y N 53-1/6° 52-1/8 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 65.0 n N 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 `�-' V) � W. 76' 36' 75' 75.0 75.0 60.0 85.0 a O B-UNEQUAL LITES (ORIEL TYPE) 49' 48' 75.0 75.0 80.0 85.0 O W 53-1/8" 52-1/8" 75.0 75.0 60.0 85.0 = 19-1/8" 18-1/a" 75.0 75.0 80.0 85.0 Vi 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 N LO n N 37' �" 36' 84• 75.0 75.0 80.0 85.0 'a N 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0 X"Typ' BUCK DIMS Xi'TP. o O[V M WIDTH FLANGE FRAME N V o FLANGE DIMS y w BUCK DIMS 0 w_ cm EQUAL LEG FRAME BUCK DIMS EQUAL LITES _____ N Doo of d FIN FRAME a m v -- 00 En9r.JAVAD AHMAD BUCK DIMS CML PRODUCT REVISED I FLAE N 70592 a9--PlYi-S With the Florid. o C. 38 Buildn1E Cede A=plame No 1,5'051210 u m NOTE: iration Date 2a2b v � .� GLASS CAPACITIES ON THIS SHEET ARE FLANGE ADAPTOR FRAME ��� aF- drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) '�Z Mietn ade&odacfContre.+ AND FLORIDA BUILDING COMMISSION _ FLANGE DIMS ( Wl 0_03 DECLARATORY STATEMENT DCA05-DEC-219 ' sheet 2 of g 1%8"-ANN.-GLA55`_�r=_ _ t/6"HEAT STREN'D GLASS �U v _ n —0757ylnterloyer =- ,075'Interlayer J of C�..�Saflex-CP`With PET-Core= -Y Saflex CP With PEr Core 0 By'Edstmah-Chemical-Co.' By 'Eastman Chemical Co.' Z a i OR ff090—.090 — 090'Interlayer a F•-"� _1 So ex Clear And Color Gloss Saflex Clear And Calor Glass By'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q f N OR OR �. OR Oa e 0 Ou9rb Interlayer--ti_ .090'Interlayer 0 v Kuraray SentryGlas Kuraray SentryGlas By'Kuraray America, Inc'.I OR By 'Kuroroy America, Inc.'OR t] _ 090"Interlayer_,_ ) 090'Interlayer O a Kuroroy Butocite PVB Kuroroy to cite PVB V 7 By'Kuraray America, Inc.' By 'Kuraray America, Inc.' p _ a0wm o pa¢o .° J _- -- 1%8LANN GLASS ,- I� 1/8"HEAT SIREN-D CLASS z m i - � I im y m D m - _ "SILICONE' __ s N SILICONE Q"' 6 M1 GE'1200 I Mt GE 1200 i N_o \ ` ! DOW CORNING 899 i ce it DOW CORNING 899 t N S `r '! DOW CORNING 995 J 0 C DOW CORNING 995 I Q w ry� d 112: E8 — -•_� W ES \ n I M4 -AT-1/4-POINTS ON LTTES ,�{' M4 AT 1/4 POINTS ON LITES "t WIOER--iHAN..38"-:_- W WIDER THAN 36" ^ GLASSOPE 'A' GLASS TYPE 'B' 00 5/16'OVERALL LA . 5/16"OVERALL LAM.GLASSui & S.M.I.) _ o TRE VI _y 1/8'ANN.GLASS 1/8"HEAT SEN'D GLASS "(nfJ N .075'Interlo er 075'Interlayer ayer 0 MrM Al S. ex CP With PEr Core Saflex CP With PET Core 0 Z N By'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR p o 090'Interlayer .090"Interlayer O Soflex Clear And Calor Glass Saflex Clear And Color Glass C7 p n U By'Eastman Chemical Co.' By'Eastman Chemical Co.' rn OR OR w 1/4'AIR SPACE 090"Interlayer 1/4"AIR SPACE 090" Interlayer w Kuraray SentryGTos Kuraray SentryGlas merti 8By'Kuraray America, Inc.' OR By'Kuraray Aiea, Inc.' OR 1 'ANN. GLASS 0 / .090'Interlayer 090' Interloyer e Kuraray Butacite PVB 1/8" HEAT STREN'D GLASS Kuraray Butacite PVB By'Kuraray America, Inc.' By 'Kuraray America, Inc.' or 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS - R U It d� o M SILICONE � � SILICONE g � vm� GE 1200 m GE 1200 ] M1 DOW CORNING 899 DOW CORNING 899 iv o 'i 'I jl DOW CORNING 995 r M1 ii DOW CORNING 995 o o it !!!! XL EDGE SPACER !� �! XL EDGE SPACER m ° o !I !I it Si.STEEL BY'CARDINAL' y y ST. STEEL BY'CARDINAL' S $ OR OR a DURASEAL BY'QUANEX' DURASEAL BY'QUAND( OR OR _ ai E9 SUPER SPACER BY'QUANEX' CC-1 E9 SUPER SPACER BY'QUANEX' Engr.,Igygp AHIMp PRODUCT REVISED o •n W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES FLA- CIVIL 70592 C.0. 76 as cumplyingwiththe Plaride -t " ,y Building Code .35Accaptanco No GLASS TYPE 'At' GLASS TYPE 'BI' pimtionDate 0.70'OVERALL INSUL LAM.CLASS (L.M.I ONLY) 0.70'OVERALL INSUL. LAM. GLASS By 0 ;;;}yp�§ W10-03 B DadePraduct drawing no. ORDER TO Q FOR SMALL MISSILE IMPACT RATING sheet 3 °f g EXTERIOR PLY OFF GLA GLASS TYPE'Al' & 'B7' MUST BE TEMPERED. SSEEEEI ELVAIJCHORS FLANGE & FLANGE ADAPTOR FRAME r LV n e°• .e BY a •a tl e FOR<SPACING WOOD BUM \� N METAL RE EDGF.DIS7... TYPICAL ANCHORS ^ [SEE ELEV. N w y III rII ------------------- FO� R SPACING MIAMI—DADE COUNTY APPROVED MULLON& MUWON ANCHORS i IE SEE SEPARATE NOA EDGE DIT. DIST. III OfQa. OwF2f 'EDGE DIST. ryvSN Uo¢I _ a OU w m o s { M2 '�. tsi, Q6QQp H \ TYPICAL ANCHORS TYPICAL ANCHORS 8 a Is 55 SEE ELEV. SEE ELEV. �!¢ n FOR SPACING FOR SPACING LLzw_ v 'I Ms J`3fMtyya U I!!! Q W st f P 0 2 3/� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a \ N � SWEEP LOCK 2 3/8'MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING it II 1 OPTIONAL TOFN E8 ATRFSLL LOCK 1/4" DIA. TAPCON BY '11W' (Fu=120 KSI, Fy=92 KSI) 3 a' ` 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy=155 KSI) 3 p w O ``\ -' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = B Es ` 1-1/2" MIN. PENETRATION INTO WOOD $7=N o Ea THRU 1BY BUCKS INTO CONC. OR MASONRY a In N� O WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o p ,I�) .I i DEPTH SHALL BE 2-Ys". THE USE OF 0 3 DIRECTLY INTO CONC. OR MASONRY Z z W ! DEEPER OR BEVELED WOODBUCKS IS fi^ PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY F 3 po_zi n W ! A 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) vzw V o i INTO METAL STRUCTURES w a STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) �I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0 z i! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o o i 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") °m N (NO SHIM SPACE) g " a 54 ' 1 TYPICAL EDGE DISTANCE 1 i 2 INTO CONCRETE AND MASONRY = 2" MIN. E6 INTO WOOD STRUCTURE = 1" MIN. w o i INTO METAL STRUCTURE = 3/4" MIN. 2 o o M9 '> 0 8 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, m c a m 14 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 0 O C-90 HOLLOW/FILLED BLACK AT JAMBS fm - 2000 PSI MIN. _ 14 b < c Engn JAVA➢AHMAD PRODUCT REVISED o •° ee CML a,complying wide the Fhnide I ° a4. FLA.PE#70592 Building Code C.A.N. 3538 Acceptance No o - iration Date ,EDGE DISi.'r e T E TYPICAL ANCHORS By O SEE ELLV. Mismi adePmduct drawing no. TYPICAL ANCHORS FOR SPACING Z 1�, SEE ELEV. n 1Q15 W1 O'-O3 WOOD BUCK FOR SPACING she.} 4 Of 9 1/4'MAX. BUCK WIDTH ,/a'MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS 0 O 1 1Z m TYPICAL ANCHORS TYPICAL ANCHORS O 1- z SEE ELEV. 1 55 S5 41�4 EE ELEV. FOR SPACING t OR SPACING 77 M9 FLANGE ADAPTOR FRAME 30 0 METAL STRUCIUE 7 w = - -_ _ - __ - - - - -- CL p °o V W; N By O B N O EXTERIOR 1 WOOD BUCKS 2 M tcV D.L.OPG. W el f a � N o i 1/4•M. BUCK WIDTH t/a'MAX. SHIMS SHIMS TYPICAL ANCHORS EO w '•ve I' pO WSEE ELEV. TICAL ANCHORS O FOR SPACING SEELEV, O jFOR SPACING7! I F N o 1 1/4' t 1/ O I I I ZZA vm�i Y WOOD BU �J z 3 0= - OR WOOD STRUCNR N U O 1B .8 w WOOD BUCKS 10 N 'v � O MIAMI-DADE COUNTY APPROVED MULLION 08 R F&MUWON ANCHORS 1/2'TYP. SEE SEPARATE NOA O B BUCK WIDTH BUCK WIDTH °� a INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. o d o II II m $ 0 8 t — I I _ Engr.JAVAD AHMAD PRODUCT REVISED N u CML 8complying milh de Florida FLA PE 370592 BuIdinS Code 53C.AN 5 o A—pm-No __J 10 E3 �, ,onMD drawing no. d14 X ,'FH.SMS. 'J , 2Q15 W10-03 sheet 5 of g f TYPICAL ANCHORS METAL SEE ELEV. .^,,a,a�'.'.:...e.:'��©".a:':.:ca.•.:EE:E8B;4..M.:3.eI:aaa.IIII�,. .d:.,{•,IjGi'!iijIii!T,a~,'PIiIiii�Itj•tt!I�I .•e'_._I_ '.EDGE5•E7 \� N STRUCTURE EQUAL QUA_L_ L_EG_—_FR_ A_i��_I M_____E_ 1tOqmGZZW VZfy7L i• rt�ganlQO_g redoJmNnoNumN Na�No"a"3�M BY FOR SPACING WOOD BUCK TYPICAL ANCHORS -------------------- SEE ELEV. r FOR SPACING MIAMI-OADE COUNTY Z'1 E DIST. MULLION N PCRHOOSD m GE DIST. O I e 8 EDGEEDGE DIST.�Al TYPICAL ANCHORS TYPICAL ANCHORS M2 SEE ELEV. SEE ELEV. Q R FOR SPACING FOR SPACING SS TYPICAL ANCHORS MIAMI-DARE COUNTY SEE ELEV FOR SPACING APPROVED MULLION 6 &EEMUWNANCHORS /4•MX. SSEPTNOA 44 BUCK WIDTH BUCK WIDTH BUCK WIDTH J SHIMS SWEEP LOCK 1 1/4O OPTIONAL TO o0zdaI ' t it EGRESS LOCK AT SILL OOUJ Cr 3 9•TU 0 _ - --- _O t 3 N N7 r'on {p Ea i 1 ii m E6 #14 XI'FH.SMS. d Z Z_N x Z O n 6 s N EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY !! I! INTO WOOD, CONCRETE OR METAL STRUCTURES o :1 .1 o 1I'1 1 WITHOUT THE NEED OF A WOOD BUCK. 11 i jl.I 8 . it it � 22 3/8" � � W N ? p MIN. MIN-� b P sa 23 I 2 3/8'MIN. a z4' .�' _ 8 TYPICAL ANCHORS M9 q •s'.. 1 SEE ELEV. m $ a$ FOR SPACING Loi m Eil a� c �. I to \ aaa ^ E2 aa� a Engr.JAVAD AHMAD PRODUCT REVISFD ry ------�. CML es complying with the Florida Q N SAE f538 92 Building Code o WHEN USED THE MIN. WOOD BUCK Acceptance Nod 12.10 m .£ 3S.irstio Dale v s 3 s DEPTH SHALL BE 2%". THE USE OF m R EDGE DI 7Yp' ORS \y DEEPER OR BEVELED WOODBUCKS IS M a' " -• ELEV., PERMITTED. WRICAL ANCHunni ado productCoutrad drOwiO o; 1BY I FOR SPACNG L 2015 WOOD BUCK w�0-03 . sheet 6 of g ILLUSTRATIVE DTLS.ONLY SEE EMV' 4U v TPICAI-ANCHORS FIN FRAME . n EXT. OR INT. FINISHES 11 FOR SPACING o NOT ErY CGI Z z \ c3 dj HOUSE WRAP TYPICAL ANCHORS: SEE a". FOR SPACING O o O NOT BY CGI O 8 SMS (GRADE 2 CRS) a Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES BAULKING t-1/2" MIN. PENEfRAT10N IN70 WOOD Cfc M o o w I i M2 O d¢Q N O0�° $ n it SS N o7 p m II II Q�3 LL m i! LLzy=� M9 t a C9 g .� J Qw�S o I'I y n !j li SWEEP LOCK N ii II t OPTIONAL TO J EGRESS LOCK " V AT SILL o O to 3 0 w ... © I I R NOT BY CGI RE 1/4°MAX BGAP UCK HEIGHT 1/qG-P = O IILJ,r„v„u, N i 1/2°MIN. 1/2-MIN. V7 j O IT�II i 3 N M O H E. II II I O Z Z(L N x W � i. li F 3o�v 10 w A C x CAUULKINLKIN G w + Q O Co N it j C h c L^ C2 S4 m 1 HOUSE WRAP �! EB NOT BY CGI o n EXTERIOR m - ° M9 D.L.OPG. >o< m c 14 BACKBED O CAULKING •_ Engr.JAVAD AHMAD PRODUCT REVISED r n CML m complying wish the Florida FLA.PE A 70.592 Building Coda o HOUSE WRAP 4C.&N8 AcceptanceNofg.0512•!0NOT BY CGI ° E ' tion DateB yMiami ark praducl'}5 W10-03 SEE ELEV. FOR SPACING sheet 7 of g I 4 ITEM PART¢' gUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS U v ll� o El CGI-100 1 FRAME HFAD 8063-T6 - �Y I E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-76 — Z % E4 CGI-103 1 MEETING RAIL 6063—T6 — 0 1" W N Q E5 CGI-104 1 LOCK RAIL 6063—T6 — Q f n E6 CGI-105 1 HANDLE RAIL 6063—T6 — O o U E7 CGI-1062 SASH RAIL 6063—T6 — d E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063—T5 — p E9 CGI-108 AS REQD. 0.700"GLAZING BEAD 6063-75 — 0 v E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063—T6 — (i p e�1l E1 I CGI-110 AS READ. NAIL FIN ADAPTOR 6063—T5 — M po E12 CGI-135 1 FLANGE FRAME HEAD 6063—T6 — O IL h O yq E13 CGI-136 2 FLANGE FRAME JAMB 6063—T6 — ¢m p N E14 CGI-137 1 FLANGE FRAME SILL 6063—T6 — Q w N 06 E17 CGI-605 OPTIONAL SCREEN FRAME 6063—T5 Q w f M7 CGI-382V AS REQD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC — M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM,3"LONG AT ANCHOR LOCATIONS PVC M4 — 2/LRE SETTING BLOCKS EPDM DUROMEfER 80±5 SHORE A rn \ t M9 SUPER BOOST 2/WOW. SPIRAL BALANCE — BSI OR EQUIV. rn M10 — 2/WOW. BLOCK/TACKLE BALANCE — BSI OR EQUN. d V) M11 W23201NC AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV.. o 0o M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SUU NAN R' O L M13 CGI-131 2/WDW, HANDLE RAIL END CAP NYLON M&M = idi M14 E26018WN — D BULB—T SLOT PVC ULTRAFA13 OR EQUIV. 0 M75 CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M f/I M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE NYLON M&M ¢0 30 N M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. 3 N M18 OGI-132 2/WDW. SASH STOP,2"LONG PVC PROTOTYPE OR EQUIV. Z Z M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M F O O�� M21 — 2/WDW. BIT BALANCE TAKE OUT CLIP — BSI OR EQUN. U O s M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EOUN w M23 OGI-134 — SILL SPACER PVC PROTOTYPE OR EQUIV. to S2 — 2 OR 3/CORNER # 10 X 1 1/4'LG. PHIL PH.SMS. ST/ST.ASSEMBLY SCREW S4 — 4/WDW. #8 X 1/2"PH.SMS.ST/ST BALANCE BRACKET SCREW S5 — 2 WOW. 8 X 1"LG. FH. SMS.. ST/ST.SPIRAL B.ASSEMBLY R� 56 — 2/LACK 08 6 X 1 2"LG. FH.SMS. 0CGI-133 &CAM LOCK _ _ fd o W i C 4 n O 61 a p< m U C O I i Engr.JAVAO AHMAD PRODUCT REVISED N "0 CML as complying with th.Florid- Q iv FIA PE#70592 $Ljlding Coda C.A.N. 38 Acceptance a "0 12. .isati0n Date c � fy Ydi>an ade.Produce' drawi� Oy no. it W10-03 sheet 8 of 9 �2.505� [-2.505� 52 0 92 0 1.745 611 611 1.550 I h 1.680 .745 ..065 1.245 P. .745 .085 -�' I ~f N a TYP. Q.a. 0 .050 n U -+. 1.015 1.015 1.395 ,@ a E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E17 NAIL FIN ADAPTER �0 m �^--1.583 1.58P3. TYP. 1.007 --1-,0e1 5 II QjQ�W�OaoGtzc3mr .745 00IYR Typ2.173 Ql q(_amo- �"y U. vo 3. 5 3.175 5 1.368 Eo0tJpv r 1.429 1,429 VENT TOP CORNER 0 .soo 't.zzo 1.000E soo � E4 MEETING RAIL 2.sos-d FRAME TOP CORNER Of 2.sos o O 1.220 3 O L .. eta FLANGE FRAME SILL O FLUSH FRAME SILL = 0 vi -ld .500 1.3011 1.301 1.043 m I -r i 1.7895A < 0 .to 1p 065 065 065 • Z Z TYP. 2.440 TYP 1.015 I E �'p 2.440 •�i U i O I n 1.015 ES LOCK RAIL I w t.o15 FRAME BOTTOM CORNER VENT BOTTOM CORNER h .745 .745 2.195 o I 2.846 L2.346- FLANGE .346 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o 1.192 _Ig I; .490 .120jr 1.043 (p. a`ot .055 .705 .050 TYP. .705 aso Trp. 1.015 Nom a .864 .864 E8 HAND RAIL L C¢ m U Ea 5/16" GLAZING BEAD E9 .700" GLAZING BEAD 1.395 Engr.JAVAD AHMAD n e i 1.449 1.450-W C L PRODUCT'REVISED i N 1.395, '.745 .180 FIA.PEA 70592 as complying with Ilia Ftoeide CAN.'5539 L S-1eo 293 -� Acaptagice".15 O51`Z.jo .050 ,060-� 1,02.5 ,065 1.015 .550 05p E pieat'an Date 1D20 a° m .065 1 ".3 S_ tl BY drawing no. lJ N' Dade Peodu } Q zn�, W10-03 M3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL ETD FLANGE ADAPTOR sheet 9 of 9 Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX... h t 0 n p O 0 m G V 0 B tl V 13CI3 Home I Log In I User Registration I Hat Topics I Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Ma o a � , l Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# FL13558-R4 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviei by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email 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 Yea ASTM E1886 200 ASTM E1886 200 1 of 5 11/18/2016 8:36 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... ASTM E1996 200 ASTM E1996 200 ASTM E330 200 ASTM E330 199 ASTM E331 200 Equivalence of Product Standards Certified By Approved Testing Lab FL13558 R4 Equiv ASTM E330 Letter of Eguivalenc, Product Approval Method Method 1 Option A Date Submitted 04/15/2015 Date Validated 07/27/2015 Date Pending FBC Approval Date Approved 08/15/2015 Summary of Products FL# Model, Number or Name Description 13558.1 Aurora Fiberglass 9'-4" x 8'-0", Full Lite, Single or Double Dooi Without Side-lites, Out-swing. Model 20200 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005289-R8.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: No 04/30/2017 Design Pressure: +50/-50 Installation Instructions Other: FL13558 R4 II NI005289-R8JW332004HC 05192015.odf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.2 Aurora Fiberglass 7'-0" x 8'-0", Full Lite, Single or Double Dooi Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI006609-RS.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant:Yes 06/30/2017 Design Pressure: +50/-50 Installation Instructions Other: FL13558 R4 II NI006609-R5 D012826 Dw 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.3 Aurora Fiberglass 9'-0"x 8'-0", Opaque, Single or Double Dooi Without Sidelites, Out-Swing. Model 201301 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005823-115.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: No 09/30/2018 2 of 5 11/18/2016 8:36 AM Florida Building Code Online https://ww-w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005823-R5'JW342004HC 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.4 Aurora Fiberglass 9'-0" x 8'-0", Opaque, Single or Double Dooi Without Sidel-lites, In-Swing. Model 201301 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005824-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: No 09/30/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005824-115 JW342004HC 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.5 Aurora Fiberglass 6'-6" x 8'-0", Opaque, Single Door,With or Side-lites, Out-Swing. Model 201301 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005822-RS.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: No 09/30/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005822-115 JW352004HC 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.6 Aurora Fiberglass 9'-0" x 8'-0", Full Lite, Single or Double Dooi Without Side-lites, In-Swing. Model 20200 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005825-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: No 09/30/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005825-116 JW332004HC 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.7 Aurora Fiberglass 7'-2"x 8'-1", Opaque, Single or Double Dooi Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005846-R7.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant:Yes 03/31/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005846-R7 JW482004HC 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3 of 5 11/18/2016 8:36 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 13558.8 Aurora Fiberglass 3'-8"x 8'-1", Opaque, Single Door, Out-Swir Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005845-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: Yes 03/31/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005845-R6 JW502004HC 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.9 Aurora Fiberglass 10'-0" x 8'-0", Full Lite, Single or Double Do. Without Sidelites, Out-Swing. Model 5001, 2 doors with A5701 Side-lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI008085.01-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant:Yes 12/31/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI008085.01-R5 5701SL D 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.10 Aurora Fiberglass 10'-0" x 8'-0", Opaque,Single or Double Doi Without Sidelites, Out-Swing. Model 5001, 2 doors with A5701 Side-lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI008085.02-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration C Impact Resistant: Yes 12/31/2018 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI008085.02-115 5701SL D 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13558.11 Aurora Fiberglass 6'-1"x 8'-7", Opaque, Single Door, With Sidi Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13558 R4 C CAC NI005821-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration C Impact Resistant: No 12/31/2018 Design Pressure: +60/-65 Installation Instructions Other:This product application conforms to rule 61G20-3 FL13558 R4 II NI005821-R3 JW492004 D• 05192015.pdf Verified By: National Accreditation &Manag Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road 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::R 4 of 5 11/18/2016 8:36 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVX... Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records rec electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487. Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wi they have one.The emails provided maybe used for official communication with the licensee.However email addresses are public record.Ii supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yo Chapter 455,F.S.,please click here. Product Approval Accepts. ® eClmak M Credit Card Safe 5 of 5 11/18/2016 8:36 AM NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Certification No.: NI005823-R5 3737 Lakeport Boulevard Certification Date: 10/15/2004 IGamath Falls,OR 97601 Expiration Date: 09/30/2018 �t Revision Date: 04/15/2015 � '��CE f'kNY�t►� i q�. Product: Series "Strata Aurora Model 201301" Opaque Fiberglass Door w/or w/o One Piece Moulding Sidelights and Pemco Aluminum Sill Specification: ASTM E330-97/AAMA 1304-02 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are require to this document. Inswing Glazed Design Missile Test Report�Number Configuration or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments X O/S Opaque 3'0"X 850" +50/-50 No ATI-46997.05-301-44 Single Glazing:Insulated Glass(Tempered) g Installation Details:JW342004(1-6) OX/XO O/S Opaque Door 496"X 8'0" +50/-50 Door-No ATI-46997.05-301-44 Single w/Sidelite Glazed Sidelite Sidelite-No Glazing:Insulated Glass(Tempered) g Installation Details:JW342004(1-6) OXO O/S Opaque Door 6'0"X 8'0" +50/-50 Door-No ATI-46997.05-301-44 Glazing:Insulated Glass(Tempered) Single w/Sidelites Glazed Sidelite Sidelite-No Installation Details:JW342004(1-6) XX O/S Opaque 630"X 810" +50/-50 No ATI-46997.05-301-44 Double Glazing:Insulated Glass(Tempered) Installation Details:JW342004(1-6) OXXO O/S Opaque Door 9'4"X 8'1" +50/-50 Door-No ATI-46997.05-301-44 Double w/Sidelites Glazed Sidelite Sidelite-No Glazing:Insulated Glass(Tempered) Installation Details:JW342004(1-6) National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 0 r. 42" MAX. 42-1/8" MAX. PANEL WIDTH PANEL WIDTH PJELDVENE) ANE 4'MAX TX m� W/ AS GAL AURORA WPAOT ✓ U i V, OUT-SWING 8•0 GLAZED DOOR Z W LZ c m W x 00 GENER.!NDTEs \11" MAX,MAX. 2-5/8" MAX. D 2 5/8' MAX. D.L r 1.THIS PRODUCT S vFsfOF/m TO MEET THE CURRENT FLORIDA Q m�d�]La 2. WOW BUCXS SUWM COVE�Oni£M M BE ANf HOM PINTERNATIONAL RESIDENM ROPERLY } CO S[CL 70 TRANSFER LOADS TO THE SIRUCNRE O C0 3. PRODt/0T ANCHORS SHALL BE AS LISTED AND SPACED AS W 1-it SHOWN ON DETAILS.ANCHOR Of 3MWW TO BASE MATERIAL x 2 O s- %wL BE BEYOND WALL 9REsmw OR snicca 4. DESIGNED PRESSURE RATING SEE TABLE L SHEEP 1. -• O 41 Ld �PRODUCT DOES NOP NEEP THE WATER REOUNWfi FS FOR :MICH WIND ZONE VELOCITY ARFA WFfEN USING THE LOWPROFILE SUMPS?THRESHNOM O2 aO O SEE SHEET z h90F 10 n Q ,w � OOR i0 q q � D. w (ComRowmon to TP=i 1 DOOL".) \ - cc o ty FTbergass avg.min.yield strength ,if 1 o O Fy(mfn.)-6,600 psl. CO z 0 pM0 v tip ZO Skin - 0.125'mintmum thickness. Or of U I F� S 'The fat-dorrare has been fu&replaced eith and ¢ti laminated impart gau �U m�O Pmnei ConstrucHon,• Wood edgebonded LVL,is uhTized for L� n 2 tyz the sofa and roils,and Is tended to the rbomass awns a Of fth Plexus adheswe.The core Is replaced by 31.4'Cardinal % % a h rc U impact glazing that Is kWallsd into M.door when the efdn, 1./ z =pact rails are put together. Dow 1350 eeolant Is uUlfzed to tx;O O to adhere glazing and opplisd moldfhg, c Q O Md O •rns fm e,ore roe ed of.nt �LTl4i a a w or po ,ethane 4-9/16"x 1-7 4. The head jombs I1fAL7iVf AO'IIPE } are mart, and lwN j•pad to the de Jambe, and attached m with three (3)/9 1-1 .sod craws on each etda. 'The thnmhold Is attached to the side Jambs with three(3) 19 1-1/2'wood screws on each side. 43-1/2" MAX1-----86" MAX. OVERALL FRAME WIDTH FRAME WIDTH TABLE OF coNrExrs SINGLE OUTSWING UNIT DOUBLE OUTSWING UNIT _ SHEET DESCRIPnON 1 TYPIQAL ELEVAMONS At F% N07ES 2 VERTICAL CROSS SECTIONS - DOOR PANEL 3 HORIZONTAL CROSS NS - 4 HORIZONTAL CROSS SECTIONS AT HINGE AND LATCH ANCHORING 'nO ALL D00R.MODELS ARE VIEWED 6 COMPONENT ASSEIABLY DETAILS FROM THE EXTERIOR.SIDE w FLUSH BOLT GUIDE P DETAIL o LEEI TABLE 1 10 1BILL OF MATERIALS Ac U R COMPONENTS DOUBLE AND SINGLE DOOR O z DESIGN PRESSURE WING WT05 04 2015 WHERE WATER INFILTRATION N75 REOUIRE]AENT IS NOT NEEDED ScAlm. POSIRYE +50 Dw-arS.SAFFELL NEGATIVE -50 cw.swK. NOBLE oewenc NO_ i co `A' D012826 + w sNETT 1 Ix 10 SEE NOTE 1&2 14 1 1/ MIN.. xz o <� se N ti 18 6.5mm Stainless m O Steel Spacer I-vi 19 MIN. EMB. 3 Z 4 3,1mm Tempered Glass w Lu Z N 4 9 •,' 'sS¢v EXTERIOR M y- 13 13 11 z 3.1mm Annealed Glass 3 r• W 2.3mm PVB Inner Layler .;. W = 1 3.1mm Annealed Glass .., w �2 Q ~'J 3/4' MAX. INTERIOR CC La o GLASS THK, oo J C3 LO 117 A U� r y C3 ¢ X X EXTERIOR INTERIOR S0. ! zo ci 2 3 rm t\ m 1-3/4' NOM. 13 2 PANEL THK. 3/16' COUNTERSINK NOTES: i. FOR ANCHOR SPACING, SEE SHEETS 5 OF 10 N 14 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE z 0 OPTIONAL 3/16' ELCO TAPCON (NOA,# 02-0503.07) En la 1 1/2' MIN. EMB. a 0 Addendull to NAMI 0 z OI�Ri"NO-, 00 O S nu05 04 2015 V 1 1/4' Ia 01�11i�R J scAL- NTS MIN. SEE NOTE 1 8(0 • . un.B6 .SAFFELL aec m:K. NOBLE i VERTICAL CROSS—SECTION °RAWM W: Z DOOR PANEL D012826 SHMT 2 OF 10 0 co 4 m �O co U rc-J a INTERIOR z ° M 5 23 13 4s � 20 w 3/4' MAX 2 0 13 21 30 3 25 GLASS THK, CAP W J L z 0 W Kq "7 J CAP 3/4' MAX, Q� 30 - 1-3/4' NOM. GLASS THK. Ln 1 ZO PANEL THK, m V ~ 5 1-3/4' NOM. C) �' cti o O PANEL THK. EXTERIOR p ¢� a a 2 2 HORIZONTAL CROSS SECTION 4 AT ASTRAGAL z Z 0 a 0 Adbidem to NAM a 0 �,,,�y• Z cp� NO.. OV aT05 04/2015 R%*#WQu• SCAM. NTS vrc.er6 .SAFFELL aK er K. NOBLE oFrAwme no.: 0012826 sx�r 3 of 10 0 m � 18 18 z o a m 6 0 zw N x w MIN. � MIN, o g co r 1-1/4' 1-1/4' 3/16' COUNTERSINK x a w :5:e 1 1/4' INTERIOR1 1/4' MIN. 3/16' COUNTERSINK 1 7 MIN. 20 30 13 13 20 1 I 14 w z 14 1 SEE NOTE 1&2 ac¢ F SEE NOTE 1&2 ° w 3/4' MAX. GLASS 7HK, 15 a°D J a v) J 15 y' ow !2 `~ 3 3 ofQo ve 1-3/4' NOM. a a z EXTERIOR PANEL THK. 30 17 � 1-3/41 NOM. m PANEL THK. 22 NOTES: 3/4' 1. FOR ANCHOR SPACING, SEE SHEETS 5 OF i0 z 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE 0 C OPTIONAL 3/16' ELCO TAPCON (NOA# 02-0503.07) _ L�1dl1BMOMAL CROSS-SECTION 1 HORfZONTAL CROSS-SECTION U4J DOOR PANEL & LATCH JAMB 4 DOOR PAMEL AND HINGE JAMB w AdA ft N 1tf11l11 O Z ptffiu'�ND„ R r x705 04 2015 Il *NNTS DOTl evu ..JW SCALL one.B*6 .SAFFELL aur ar.K. NOBLE WAWM No.: D012826 sires 4 or 10 SEE SHEET 7 0 SEE SHEET 7 m IF SEE SHEET 6 s DETAIL C 43-1/2' 6• 6• SEE IL 6 6 � 1 � 0:CA Lo S. fi• DETAIL C 1H-vrTIH-I/2IB-v2lB-I/2' J 11 4-9/16• Z Q `1'-q E-1/0' Q LL C) 6• 6• 6' 6 W :I:W 12-1/4' 12-1/4• 12-1/4' 12-1/4' LU03 Y 4 32-7/0• SEE SHE 6 SEE SHEEL 6 i2-flv4' DETAIL D 12-1/Y 12-1/Y 'D 12-1/4• 12-1/4' 12-1{I{1/4• L2-1/4' B3-7/B• 12-14' B A 12-1/4' 97-3/4' 12-1/4• A A 12-1/+• /� q0 0 4 � rl VO F B am o �0 m a 12-1/4' 12-1/4' 12-1/4' 12-1/4' Z it u e") sr, � P M V4' 12-1/4' 12-1/4' 12-1/4• a �O a� �-- -{ - 4 22-1/4' 12-1/4'. 12-1/4' 6' 6. 61 SEESHEET 6 DETAIL F N O N 6' 18-]2•----}^1B-1/Y--I--10-1/r----�--IB-]/Y �yj 6' SEE SHEET 6 SEE SHEET Lf, Dfi DETAIL E DETAIL E 86' Q SEE SHEET 6 7771177Moo DETAIL C SEE SHEET 7 Z -70510412015 U•'.• NTS vwo.816 SAFFELL SYSTEM #2 ❑UTSWING to NW ANCH❑RING L❑CATI❑NS DPA 24NNOBLE O D042826 sr�' S of 40 6' 1-3/4' 3/4' 16 14 J INACTIVE n ASTRAGAL 4 rn O DOOR ACTIVEto 5 U a ASTRAGAL EAIHERSTRIPA 6' KERF 1/8'X 3/8' Z a�m 5 w �xN 14 DETAIL C o 17 7 31 w ; xQ BOOT LEG 17 CUT TO FIT 31 DETAIL G w 0 DETAIL F 19 5 00 INACTIVE o0 ASTRAGAL ACTIVE 4a� o ASTRAGAL INTERIORof a5 ° o ¢o a 14 a EXTERIOR31 5/16' BOOT LEG CUT TO FIT z 6' Z 0 ?N_ W K 31 W 16 BOOTLEGCUTDETAIL H 2 DETAIL D FIT o z ate:5/17/05 DETAIL E DETAILS sc"� NM owc.RG; ,SAFFELL Aditdn to NAMI CHK.En:K. NOBLE M�Ho_ rwl12006-6 C��•: - SHEET 6 -10 33 FOR ALL 4 INSTALLATION SCREWS J a: 16" Op p 3/8' TYP 3, " � c ;G O 0 2 16 TYP z a 3, w tig 16 1' o ZE U.) 11� 9, O 2 416 3. J'TYP THREE POINT -1 LOCK HOLE FLUSH OLT HOLE TO BE SIZED T FIT PER UNIT AT 3/4 SCREW SIZE TO ACAMODATE STRATA CUSTOM GUIDE PLATE FACTORY STRATA CUSTOM GUIDE PLATE 2 8 TO BE INSTALLED ON HEADER AND OUTSWING SILL m¢ Q0 Qo o 4O HEAD JAMB a0 m z &S o Adi knIOR til W o ao 0. I.J Sp,�,,,,,,,,,� O -� 16• } Df. m PaAww� Dale ffewffla 3/6 DIAMETER HOLE CUSTOMER IS RESPONSIBLE FOR HOLE TO PLACE 3-POINT JUST ON SILL z 0 3 POINTen HOLE 2/2 D ER FOR O OUT-SWING SILL CUSTOMER IS RESP BLE FOR HOLE TO P E FLUSBOLT o JUST ON SILL OZ x705 04/2015 SCALE MS 2 ❑UT-SWING SILL Dm.eS .SAFFELL CHK sr:K. 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