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HomeMy WebLinkAboutproduct approval (3) MIAMI-DADS MIAIVII-DADE COUNTY s PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTD4ENT Off'REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 rib PTANCE 70A www.mian.idade.gov/economy CGI Windows&Doors,In . 10100 N.W.25n' Street Miami,Fl.33172 E: This NOA is emg issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the --ESCRIPTION:Series"450"Alumirnarm Oats6sirrg glazed IDoors whvo 5idelites-Inapa�t Al?PROV a s �idelites",sheets 1, 1.1, 1.2, 1.3, 1.4,2,2.1,2.2,2.3,3,3.1,4,5, 6, 7,7.1 and 7.2 of 7,prepared by Al-Farooq Corporation,dated 10/27/97 and last revised on 09/21/17,signed and sealed by Javad Ahmad,P.E:,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Aprepinnna n1imber and exigiration date by the Miami-Dade County Product Control Section. Mp. mSSLE IMPA TG:Larnd�SmmalHlBlie I Lo . 1. See Design Pressure ratings in sheets 1.1,5,6,7 and 7.1 for unit sizes Vs lock options,mullion type, door/sidelite, glass/sill types and anchors.Lower Design Pressure shall control.The XX door in sheet 1_3 is a standalone unit. 2. Sills(threshold)types S-S--1 &SS-2 are not rated for-vvaterinfiltration. See thresholds(sills)and glass type Al(True muntin)limitations notes,in sheet 6.Lock 10ID or 10E is Iimited to max 38-9116 W x 94-7/8 H door. 3. See Partial 7/16" & IT Composite panels in sheet 6.Narrow stile sidelites are limited to 18"or less. 4. The frame are of alternate size must not exceed 125 ft'-,nor panel tested area and max.Panel height. 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. AiDVERTISENIENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date maybe 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 016-0329.04 consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-1011.12 MIAMFDADE couN T�r iration Date: November 09,2021 Approval Date: January 04,2018 Page 1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED 1. EVIDENCE SUBAUTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W98-01. Rev M,titled"Series 450 Outswing Doors & Sidelites",sheets 1, 1.1, 1.2, 1.3, 1.4,2;2.1;2.2,2.3, 3, 3.1, 4, 5, 6, 7,7.1 and 7.2 of 7,prepared by Al- Farooq Corporation,dated 10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#14-1103.08/#12-0706.03/#11-1025.02/4t09-0723.04) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sUl. S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2-1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum In swing/Outswing door w/wo sidelites, by Hurricane Testing Laboratory,Inc.,Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham,P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J.Abraham,P.E. Along with manufacturer's parts and section drawing marked-up drawings of double aluminum outswing doors,issued by Architectural.Testing,Test Report No(s)B-5234.02450-18 dated 12/19/2011,signed and sealed by Vinu J. Abraham,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per 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 manufacturer's parts and section drawing marked-up drawings of aluminum out/in swing door w/sidelites,by Hurricane Testing Laboratory,Inc., Test Report No,HT-L,97055 (0080412-97)dated 09/23/97 thru 02/27/98 for specimen#1, 2, 3,4 tested per PA202-94, specimen 44, 5A, 5B, 5C tested per PA201-94&PA203-94, signed and sealed by Timothy S. Marshall,P.E. Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No 17-101112 Expiration Date:November 09,2021 Approval Date: January 04,2018 E-1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued): Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door w/sidelite' ,by Hurricane Testing Laboratory,Inc., Test Report No. ]HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94&PA203-94, signed and sealed by Vinu J.Abraham, P.E. (submitted in file#09-0723.04).Original tests conducted per SFBC,PA 201, 202&203-94 now known as FBC, TAS 201, 2022 &203-94. 3. Reference Certified Testina Laboratories test report#CTLA 3056WA,issued to CGI Windows&Doors Inc.pert TAS 20-1,202 and 203-94 for specimen#1 thru 930 for laminated PVB glass,insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS (Submitted under files#14-1103.08) 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition),prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27,2015, signed and sealed by Javad Ahmad,P.E. 2. Additional intermediate horizontal mull calculations,prepared by Al Farooq Corporation, dated JTJN 29, 2012,signed and sealed by Javad Ahmad,P.E.(Submitted under file#11-1025.03) 3. Glazing complies w/ASTME-1300-02, -04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. IvIATER[AL CERTIFICATIONS 1. Notice of Acceptance No_ 14-0916.11 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours & Co.,Inc.)for the"Sentry Glass ®Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(11-'IA) (Former Solutia,Inc.)for the"Saflex CP-Saflex and Saflex IIIP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) (Former Solutia,Inc.) for the"Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS (Submitted under files#14-1103.08) 1-. Statement letter of conformance to FBC 2014(5th Edition)and'letter of no financial interest,prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Javad Ahrrad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. ZJorge M.Plasencia,P.E. uct Control Unit Supervisor NOA No 17-1011.12 Expiration Date:November 09,2021 Approval Date: January 04,2018 E-2 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises &renews#14-1103.08,expiring on November 09,2021. 2. Hardware cut sheets verified and marked-up by the Architectural Testing(former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal#10-0940, dated 11/17/10 approved by BNC. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W98-01 Rev O,titled"Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 13, 1.4,2,2.1,2.2,2.3, 3, 3.1,4, 5, 6,7, 7.1 and 7.2 of 7,prepared by Al- Farooq Corporation, dated 10/27/97 and last revised on 09/21/17, signed and sealed by Javad Ahmad, F.E. B. TESTS 1. None. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition(2014) and with FBC 611'Edition (2017),prepared by Al Farooq Corpora ' si ed and sealed b Javad Ahma P D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(CIA)for the"Saflex CP-Saflex and Saflex.HP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA)for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition(2014) and FBC 6th Edition (2017) and letter of no financial interest,prepared by Al Farooq Corporation, dated .08/30/17, signed and sealed by Javad Ahmad,P.E. G. OTE ER 1. This NOA revises#16-0329.04, expiring on•l1/09/21. Jorge A Plasencia,P.E. roduct Control Unit Supervisor NOA No 17-1011.12 Expiration Date:November 09,2021 Approval Date: January 04,2018 E-3 TYPICAL ELEVATIONS SERIES 450 ALUMINUM OUTSWING GLAZED DOORS WITH OR WITHOUT SIDELITES 38-9/16' LEGEND FRAME WIDTH s 7/6" 6 7/a" _-0- OUTSWING DOOR DETAIL FRAME WIDTH 74-1/2' AMS WIDTH D.L OPG. FRAME WIDTH WIDTH 11 1/4' H-0 -ITEM DESCRIPTION H-0 OUT N G 6 7/8' D.L.OPO. D.L.30PG. 6 7/B' ^ S SHEET 1.11 4 (see sheet 2 of 7) 3 WIDTH L / II PRODUCT REVISED LOCKING SHEET 1.1 OPTIONS EE CHART I / I / as C—Pl Tn with the Florida / / I \ / I Building code S / \ %/ NOA-No. 17.1011.12 Expiration Date 11/09/2021 ai _ - / i / I Miami a roduct Control n w w of ¢ OLITSWINGof `\ / FRAME HEIGHT=PANEL HEIGHT+ 1-7/8' STD.THRESHOLD) N mg FRAME HEIGHT=PANEL HEIGHT+ 1-5/5'�ADA THRESHOLD) FRAME WIDTH=PANEL WIDTH+2.8125' \\ LH CONFIGURATIONS SHOWN `\ RH SIMILAR i i CTIVE\ ACTIVE \ I / INACTIVE _ ACTIVE PANEL WIDTH S-0 o S-O S-O 3 n XS1 53° OUTSWING t ssz m �-S51 s42 ssI s42 4 4 $ SS2 SADDLE SILL FRAME FRAME DMR/SIDELITE 4 4 WIDTH WIDTH PANEL D.L. OPG, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY W1R7 THE 149' (X) (XX) I WIDTH WIDTH REQUIREMENTS OF THE 2014(5TH EDDION)/2017(67H EDITION) TESTED FRAME WIDTH 26-9/16' 50-1/2' 23-3/4' 12-3/4' FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). S- -0 IT-0 32-9/16' 62-/2' 29-3/4' 19-3/4' STEPS TO USE CHARTS: 4 3 3 38-9/16• 4-1/2' 35-3/4' 24-3/4' 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014/2017 FLORIDA BLDG.CODE. 44-9/16. 86-3/2' 41-3/4' 30-3/4• - 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. DMR/SIDEI_RE 3. SELECT A DOOR SYSTEM I.E.OUTSWING AND TYPE OF THRESHOLD FROM SHEET 6 FRAME PANEL- D.L. DPP . AND LOCK OPTIONS FROM SHEET 1.1. HEIGHT HEIGHT HEIGHT / I 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS / I 1/• 62-3/4' ea-7/e' 67-3/8' ON SHEETS 1.1,5&6. / /'v D.L. WIDTTH 84-3/4' e2-7/8' 69-3/8' THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. i '�\ BB-7/B' 75-3/8' / I \ 5. SELECT AND CHECK ANCHORS TO MEET LOAD.(SEE SHEETS 7&7.1) 81-3/B' 6. FCR MULLED SIDELRE REFER TO MULLION CAPACITY ON SHEET S. •_ w 4 /. / / \ /, 302-3/4' 100-7/8' 87-3/B'A 3 / /�' 108-3/4' 106-7/8' 93-38' 7. LOWER DESIGN PRESSURE FROM LOCKS CHART,PANEL PERFORMANCE CHART, NOTE: a `\ '/ / �� MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLON AND EGRESS REQUIREMENTS TO BE REVIEWED \\ I / J 114-3/4' 112-7/8- 99-3/8 MTG.STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM. BY BUILDING OFFICl4L Y \ I / 0 120-3/4' IIB-7/8'1 105-3/e' B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEFAL SCREWS,THAT COME INTO HEIGHTS FOR STD, THRESHOLD CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF I THE FLORIDA BUILDING CODE 1/111111/ o e a A DWG. NO.: W98-01 ACTIVE INACTIVE mi Y/ CL , ba. ' S-O OXXD 5-Qq = wtnaows once Doors, Inc. MULTIPLE SIDELITES W/DOORS 3 10100 northwest 25 street miomi,florlda 33172 WITHIN TESTED FRAME .1. ;i! � 5S7 SS2 SSi SS2 roduct: Series 450 Outswing Doors & Sidelites AREA ARE AVAILABLE e� ee P MAX.FRAME WIDTH (SEE SHEET 6) 4 4 4 4 revisions: t0.;•�� u oslals HEY.PER aIs cowcns p K oa.tLla note rooLD /i�/®lya �.` date 10-20-97 sheet 1 of 7 LIMITED FRAME AREA 125 SQ. FT. TESTED 0 UNITED PER FBc FRAME AREA oszl.n uPD91D TO mn T1D: //Hu I tq TYPICAL ELEVATIONS LOCK OPTIONS AND CAPACITY IOA I I 10B 10C @ IOCC IOD d: I013 AO F FRAME HEIGHT EXT.(+)INT.(-)EXr.(+)INT.(-)EXT.(+)INT.(-)-.(+)INT.(-)EXT.(+)IM.( 84-3/4- GD.O 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.D 80.0 100.0 110.0 96-3/4- 9D.0 90.0 100.0 110.0 1D0.0 110.0 65.0 65.0 70.D 70.0 90.0 90.0 108-3/4- - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120-3/4' - - 70.0 70.0 70.D 70.0 - - - 70.0 70.0 10A:COPPER CREEK W/CGI 3 POINT LEGEND 1OAA: BALDWIN W/CGI 3 POINT toe:REGENT,S, MERCIAL 3 POINT -0 - OUTSWING DOOR DETAIL 1CC:BALDWIN SINGLE POINT LOCK 1 OCC:COPPER CREEK SINGLE POINT LOCK 10D:DOR-O-MATIC SERIES 169D IOE:JACKSON SERIES 20B5/2065 1OF:SURFACE MOUNTED LOCK - ITEM DESCRIPTION LH CONFlGURATIONS SHOWN (see sheet 2 of 7) RH SIMILAR (SEE SHEET 1 FOR SIZES) z 0 38-9/16-MAX. 74-1/2•MAX. 74-1/2-MAX. 1521,MAX. FRAME WIDTH FRAME WIDTH S FRAME WIDTH FRAME WIDTH 12 O1 u REGENT 72 CGI DOORS 1 3 POINT COMMERCIAL_, (SEE SHEET 1) LOCK = 3 POINT LOCK TRUE HORIZONTAL 14 (1 OR MORE ij PER DOOR OR !E SIDELITE PANEL) 10B NMT a � I �� FIXED FlXED ACTIVE 1 INACTIVE ACTIVE I INACTIVE 9 X OR 0 12 n 12 00 I m OPTIONAL TRUE MUNTINS RESIDENTIAL HARDWARE COMMERCIAL HARDWARE DOOR OR SIDELITE HINGE LOCATIONS DWG. NO.: W98-01 MAX. FRAME HEIGHT NO. REOIi, MAX. SPACING UPTO 90-'T9 1 3 1/2' rj `11i1i rT/T//' PRODUCT REVISED ABOVE 90-G/4' UPTO 20-3/4' 4 44 44 1/2' Y, `` •• �� as complying with the Florida ••• gE'•., Building Code MOORS WITH 3 HINGES LIMITED TO 300 PSF NOA�i0. 17-1011.12 FRAME HEIGHT=PANEL HEIGHT+' 1-7/8-((SID.THRESHOLD) B ; FRAME HEIGHT=PANEL HEIGHT+1-5/8'NA THRESHOLD) ••? Expiration Date 1/09/2021 wlndowa and Doors• Ino. FRAME WIDTH=PANEL WIDTH+29125- _ �_ 17y 10100 northwest 25 street miomi,Ibrida 33172 • �� Miam-0a Pro oc on of product Series 450 Outswing Doors &Sidelites HARDWARE DESCRIPTION �SSjO � date: 10-20-97 sheet 1.1 of 7 rrr r111 111 3/16-ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16-ANN. GLASS .075"Intedayer .075"Interlayer .090"Interlaysr Saflex CP With PET Core Saflex CP-With PET Core - Glass flex Clear And Color Gla -`-'- - By'Eastman Chemical Co.' By'Eastman Chemical Co.' Sa Se'Eastman Chemical GlaCo. .090 ALUMINUM SHEET OR OR OR .090'Interloyer D90"Interlayer .090'IntaHayer 1/4-PLYWOOD SentryGles SentryGlas .090'I PVB By'Kuraray America,Inc:' By'Kuraray Americo,Inc.' By'Kuraray America,Inc.' .090 ALUMINUM SHEET BULB VINYL 3/16'ANN.GLASS 3/16-HEAT,STREN'D GLASS BULB VINYL 3/16-HEAT STREN'D GLASS CGI-362 CGI-382 BULB VINYL BULB VINYL CGI-382 CGI-382 GLAZING STOP OPTIONS 1± II II \ III II \ .639 ice-• o II Q li II O ii li p e. w .065 w SILICONE SILICONE SILICONE SILICONE GE-1200 GE-1200 CE-1200 GE-1200 .778 .754 .744 DOW 995 TOW 995 DOW 995 DOW 995 DOW 899 DOW 899 DOW 899 _- CG1 515 � CGI-504 GLASS TYPE 'A' GLASS TYPE 'B' 7/16" OVERALL COMPOSTfE PANEL 16'OVERALL LAM.GLASS - 7/16-OVERALL LAM.GLASS 617 672 1/8"1 3/16-OR 1/4'TEMP.GLASS 1/8%3/16-OR 1/4'TEMP.GLASS m ._aAIR SPACE AIR SPACE ASO m 3/16"ANN. GLASS 3/16"ANN. GLASS 075'Interloyer .090-Intedoyer .090 ALUMINUM SHEET 7 J42 Saflex CP With PET Core Saflex Geor And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co' 3/4"PLYWOOD CGI-396 CGI 519 OR 7 OR 090"Intedayer 090'Intedayer ' BULB VINYL Sentryclas BULB VINYL Trosifol PVB .090 ALUMINUM SHEET CGI-382 By 'Kuraray Amerca, Inc.' CGI-382 By'Kuraray America,Inc.' BULB VINYL 3/16- N.GLASS 3/16"HEAT STREN'D GLASS CGI-382 DOORS AND SIDELITES CAN BE GLA7E4 USING SQUARE OR OGEE GLAZING BEADS/AD ERS W o �l •I n ER I I il� I it il; X I XL EDGE SPACER W XL EDGE SPACER W ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' . OR SILICONE OR SILICONE SILICONE DURASEAL BY'QUANEX' GE-1200 DURASPAL BY'QUANEW GE-1200 0E-1200 OR DOW,995 OR DOW 995 DOW 995 SUPER SPACER BY'DUANEX' DOW 899 SUPER SPACER BY'QUANE' DOW 899 DOW 899 GLASS TYPE 'At' GLASS TYPE 'Of v E {i'F�r-�/ERALL COMPOSITE PANEL i"OVERALL INSUL.LAM. GLASS 1'OVERALL INSUL LAM.GLASS DWG. NO.: W98-01 GLAZING OPTIONS 3 ++++��+tc111ttLN/if�r��' PRODUCT REVISED �ith the FloridaAll � �` JI".�• ��� NOA- o Code �� ` �''' G 8F''•. �� OA-No. 17-1011.12 g Expiration Date 11/09/2021 =*1. •.E{z_ windows .,of Doors. Ino. 10100 northwest 25 street miami,fladda 33172 OF !,!/!� Mlam a uct Control W product: Series 450 Outswing Doors & Sidelites date: 10-20-97 sheet 1.2 of 7 74 1/2" (TESTED SIZE) 38 9/16" ._ FRAME WIDTH FRAME WIDTH 4 1/4" 4 1/4" - 4 1/4" - - - 3" 24" 24" 3" 3" 24" MAX. 13' B" 3"3• MAX. MAX. H-0_ H3O 3 `m co 0 I l I 1 24 3/4- D.ED. 1 / I 1 I I \ I I I I I 1MA w _ A 3 I ziY Woo oo d 1 ro I NOU Noca I I I I I I 1 INACTIVE ACTIVE \ ACTIVE t I I I n n I a5p S-O " 3" HAGER SS S-O 3 �3. HINGES 3 35-1/2" MAX. PANEL WIDTH NOTE: THIS UNIT IS STAND ALONE UNIT TO BE USED AS 'X' OR 'XX' (OUTSWING) TO THE MAX. SIZE SHOWN. ?.,., t.. WITH GLASS TYPE 'A' AND LOCKING MECHANISM 'tOAA' (BALDWN 8200 DEADBOLT W/ CGI 3 POINT LOCK) SP 2 9 4 +�` -01 AND 'S—O' THRESHOLD 507. DWG. NO.: W98 THIS UNIT CAN NOT BE USED WITH SIDELITE OR MULLED. 1 tt I I 11 ll PRODUCT REVISED `��� � lA�� as complying with the Florida LARGE MISSILE IMPACTS Bullding Cade '. HOA 17.1011.12 MAXIMUM DESIGN LOAD RATING =+ 100.0 Expiration Data 11/09/2021 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) - 132.0 PSF 222_>�( *= Windows and Doors. Inc. GLASS TYPE 'A' By 10100 northwest 25 street miaml,florida 33172 Mia a roduet ontro LOCK OPTION 10AA CGI 3 POINT MECHANISM W/BALDWIN SERIES B200 DEAD BOLT ^m^ OF product: Series 450 Outswing Doors & Sidelites '�j, � OR�S g e �' "S date: 10-20-97 sheet 1.3 of 7 LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. 1�0�1I%llN% 74 1/2' (TESTED SAE) 38 9/16" C V R PANIC H A R D W A R E FRAME WIDTH _ FRAME WIDTH. 1%4• -- - - - 4 1/4° - 3" 24' 6" 24" �3' 3' 24" MAX. MAX. MAX 3 3D n r � m m 1 I I I I I 1 / CONCEALED CONCEALED VERTICAL ROD VERTICAL ROD 1 I APPROVED PANIC HARDWARE FOR DOORS DOR-O-MATIC SERIES 1690 TOUCHBAR EXIT DEVICE \ / j JACKSON SERIFS 2085/2056 CONCEALED VERTICAL 1 ROD EXIT DEVICE N I 1 A 1 N � 1 t 3 W� � aD � /• I 1 �� \2 n1 � �/ I -------------- ----- a= m NON `i H `j mN CI N = 1 1 t OD 0 �p \ OR OR 1 n tOE 1 I ICE I I t I \ 1 1 I I 1 I ACTIVE ACTIVE h N ACTIVE I Su m m SSt 6" 6' 24' 7 1/4' 7 1/4" 551 7 1/4' 4 4 35-1/2-MAX. J � -,�. Vi l DWG. NO.: W98-01 PANEL WIDTH tall I Il1j PRODUCT REVISED • DOORS CAPACITY-PSF E R ``t tt ''��� Butlding Kong with the Florida L ♦ ...., i d FRAME HEIGHT FRAME WIDTH IXr.(+) IM.(-) E R R ` �:�J�BF•'••,. '� NOA-No. '17.10'11.72 96-1/2' 74-1/2' 70.D 7D.0, 84-1/2' 74-1/2' 60.0 60.0 *_ Expiration Dat 1/09I2021 yyindow® ana Doors. Ino. '$fig = 1:T DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. Oy 10100 northwest 25 street miami,tlorida 33172 OF Mla I- roduct Con4o QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 •.'• � product : Series 450 Outswing Doors&Sidelites LOCK OPTIONS 10D AND 10E 9 ��SJALt♦♦` dote: 10-20-97 sheet 1.4 of 7 r rpll t t BILL OF MATERLA-LS ,, HAGER 41/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGV 4=1/2"-X 4-HINGE IN ALUMINUM — ITEM DESCRIPTION SECURED WITH (8) #12-24 X 1/2" F.H. M.S. #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO —6 3/4" HIGH) l FTI (4 PER PANEL OVER 7'-6 3/4") • 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 28 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE I 3� SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS i . j ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 j 5" FROM ENDS & 24" O.C. MAX. 5O 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 17 1/2 X 1/2" CONTINUOUS CLOSED CELL FOAM 6" FROM ENDS, 3 @ CENTER OF PAIRS TAPE WITH ONE SIDE ADHESIVE SPACED 6" O.C. & 24" O.C. MAX. 18 PLASTIC WEEP BAFFLE © #10 X 1" PH—PH—SS JEKS SCREW, 4 3'• & 7" FROM ENDS & 19-3/8" O.C. MAX, ,g 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. ® .320 HIGH WOOL PILE Willi CENTER FIN (ULTRAFAB # 3032) EE .350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011) 10 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-16. 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200,-KWI.KSET 780. 106 REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SE l� '0 f� DWG. NO.: W98-01 F1 O—C_C1 SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. 11111 11 as PRODUCT REVISED Bulltlinplying C tle WI l th tho Florida W 10D DOR-0-MA11C SERIES 1fi90 TOUCHBAR PANIC EXIT DEVICE TH �PeneE +, Nop No. 17-101011.12 CONCEALED VERTICAL ROD SEE SHEET 1.4. Expiration Date /09/2021 10E JACKSON 20 SERIES PANIC EXIT WITH 2O85/2086 CONCEALED VERTICAL ROD By w1 aows or d oc crs. 1r c. EXIT DEVICE SEE SHEET 1.4. Mla 1-o Product Control10100 northwest 25 street miemi,Florida 33772 10F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS MTH CGI END BOLTS AT ACTIVE LEAF ti m^ � oP product: Series 450 Outsw'mg Doors&Sidelites (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. rir j0� Ei���� dote: 10-20-97 sheet 2 of 7 rr 1nu11111 4.462 .931 4.852 .639 ,652 .125 I - .080 m m .125 � .065 q m .750 7.873 1.918 1.812 .062 1.074 ,778 .754 .744 CGI-375 CGI-504 CGI-515 10o CGI-511 I-502 2,082 JAMB CG COVER JAMB/LOCKI-502 RE STILE CGI-507 DOOR FRAME HEAD/SILL 1.102 1844 0.67' 7 X14 1.250 .750 OSD1.91854 .125 CGI-396 CGI-519 .100 !� I .1 CGI-503 4.813 NARROW SIDELITE STILE 4,562 3.122 1250 .075 150 1.112 ' CGI-500A f .sss TOP RAIL CGI-509 CGI-505 '188 -1,844 1 FRAME JAMB/MULLION ASTRAGAL I .500 .460 750 1"844 CGI-540 4.000 .125 3277 1 .08 .125 .750 4.522 .125 •125 CGI-539 7 5.176 D 5.777 1.25 I CGI-514 2.3ea SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.312 i SEP 29 211W DWG. NO.: W98-01 1W "In PRODUCT REVISED CGI-510 \ r a � -�� ascop ewth the Florld SIDELITE MULLION � . 1011.12 Expira0on Date 11109/2021NOA-No 17- .465 g$z a windows and 000rss. 1no. 6y 10100 northwest 25 street Miami,Ooddo 33172 .075r mlam a Fade It Control 1.os3 a reoF product: Series 450 Outswing Doors&Sidelites CGI-508 CGI-501 date: 10-20-97 sheet 2.1 of 7 FRAME COVER BOTTOM RAIL r r fdAl11 1 up /11— RU T-- 1— Bolt IF Bolt Housing Bolt Housing Bolt Tip Assembiy #10 x 3/4" PH SMS #10 x 3/4" PH SM #10 x 3/4" PH SMS #10 x 3/4" PH SMS Flushbolt Tip Bolt Tip Threaded Linkage Assy. Rod o Rod o o Actuator 4 <11 #10 x 3/4' FH SMS w #8 x 1/2" PH MS Arm w O Connection Wheel Keyed Keyed Flushbolt Cylinder Surface Mounted Cylinder/Deodbol Activator Activator Ass. � Deadbolt y o � TOP SECTION SHOWN TOP SECTION SHOWN a Assembly (BOTTOM SIMILAR) w (BOTTOM SIMILAR) TOP SECTION SHOWN 0 a (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT CC[ CUSTOM F-i-21 Flushbolts (Inactive Panel) 3-POINT.LOCK O PRODUCT REVISED as complying with the Florida Buliding Code NOA-Na. 17-1017.72 Fxplration Date 1 /09/2021 Actuator By Arm Mia Da roduct Control •? L ?a 64 i DWG. NO.: W98-01 ,1u,uluq R GENT 3 POINT C MMERCIAL LOCK ��' "�'•• J ��, 0 B 70M •, -_ Windows and Doors• )nc- 10100 northwest 25 street miami,florida 33172 •' product : Series 450 Outswing Daors & Sidelites date: 10-20-97 sheet 2.2 of 7 u, I - Dor—O—Matic-1690 Jackson 20861 #8 x 3/4" #12 x 1 1/2" FH SMS FH SMS Keeper Strike Plate Top Guide w/trip #10 x 1/2" release FH MS Top Lock #10 x 1/4" Top Bolt Assembly FH MS Bottom Bolt Bottom Bolt FH MS Bolt Guide I Bolt Guide #10 x 1/2" FH MS DWG. NO.: W98-01 ++111 lily/ PRODUCT REVISED • as eampl T,with the Florida `JY�,• Qo//� Butldtnti Code NOA-No. 17-1011.12 CAM � �� � 'VCEHBEr'• �.� Expiration Da 1/0 912 0 21 zg§= k ly .,*= Windows d Oooro. Inc. Miaml_D Product Control 10100 nodhwest 25 meet miam4 ilorida 33172 n of product : Serles 450 Outswing Doors&Sidelites date; 10-20-97 sheet 2.3 of 7 • �x iri nun+`� 1/4'DIA.ULTRACON 5 ( ®s-FROM ENDS AND 24"D.C. I I 11/4" DIA. ULTRACON (INTERMEDIATE h SINGLE UNIT ANCHORS) I.. .. ,- _ - � m I Ii •II I,rn - I.a II SEE SHEET 7 ME EDD1S SHEET 7.1 FO DOU ORS, _NG LE H 2A TYPICAL- PANEL ASSEMBLY N� /- �Sl�NCR� 1X4 PT WOOD 1X4 PT WOOD I I I i 95 2X4 PT WOOD 11 2B TYPICAL PANEL ASSEMBLY _ SEE NOTE BELOW I I SEE NOTE BEL W 1 EMBED N 4 n 2C TYPICAL PANEL ASSEMBLY 1LO _--_-_-_ -- 9 14 8 OPTIONAL 45s2 502 504 INSTALLATION r 9 :1oD NTO 2X4 PT WOOD _ _ TYPICAL JAMB ANCHORS 1 m 13 OR 16 SEE SHEETS 2.2 k 23 1/4-DIA.ULTRACON c - FOR BOLT ENGAGEMENT a ®8"FROM ENDS AND 3 TYPICAL 19-3/8"O.C.FOR LOADS UPTO 70 PSF . ACTIVE •125 H_O 14-1/2.O.C.FOR LOADS UPTO UO PSF [) 12'O.C.FOR LOADS ABOVE 110 PSF 3]5 .125 VC7 (SEE SHEET 7) .125J4.852 EXTERIOR - 4-1/2"MIN.EDGE DIST. .dPANEL WIDTH 2A TYPICAL 1/4" DIA. ULTRACON ,1/4°MM. 1250 SHIM 11 J—O 509 I— o FRAME WIDTH CD �- m � - LLJ i --- 4.582 Q, --_- -- - TYPICAL JAMB ANCHORS 4j III II r 0 6 DIA ULTRACON a III I JII __ __ _ ®5'FROM ENDS AND 19-3/5°O.C.FOR LOADS UPTO 70 PSF .150. 14-1/2°O.C• FOR LOADS ABOVE 70 PSF 3 .725 2-1/2"EDGE DIST. OPTIONAL EXTERIOR EMBEDMENT INTO 28Y WOOD BUCK 1-1/2' TYPICAL SQUARE GLAZING (SEE SHEET 1.2) a 1.250 a 2X4 PT WOOD s N � OPTIONAL INSTALLATION S_O INTO 2X4 PT WOOD SEE NOTE BELOW 2A TYPICAL NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI gt2 scREws MUST BE PROPERLY SECURED AND u 05J3.15 W..PER E awmns - 3/ENE) x sui.ts Rs twrvss tl6S sIlPrr 1/4"DIA ULTRACON MUST SUSTAIN LOADS IMPOSER a .at f $ o oszt.n Ia t� mm Sm ®B FROM ENDS AND 2,082 ' 24°D.G. BY GLAZING SYSTEM. ,844 .100 (INTERMEDIATE&SINGLE UNIT ANCHORS) DWG. NO.; W9H^O1 SEE SHEET 7.1 FOR DOUBLE DOOR r MEETING STILE ANCHORS ` `ttt11 I i r ''i' PROD tying with the Florida • J p d Oa L m CENSF'••, �� Building o e NOA=No. 17-1011.12 NOTE: _ '70�2 •••T*= Expiration Date /09/2021 wtn Jowa c moors, Inc. ALL JAMB ANCHOR CONDITIONS SHOWN ON = sc _ 10100 northwest 25 street miaml,fPodda 33172 ;l 3 coN TE :• SHEETS 3, 4 AND 5 MAY BE DIRECTLY = ` By TO MASONRY WITH 1/4" MAX. SHIM SPACE df :'� Mla a roductControl product: Series 450 Outswing Doors&Sidelites EDGE IST.��m I d- tl A g Ot`. \ a a N WITHOUT VARIATION IN CAPACITY. 4`S'S�' � date: 10-20-97 sheet 3 of 7 t� � err nnn t ASTRAGAL RE00.FOR INTERIOR WATER RESISTANT DOORS WITH SILL S-0 ONLY 1.250 ses 505 502 502 8 (' m ACTIVE NAOnVE �I.675 505 OUT SWING DOOR EXTERIOR LOCK OPTIONS OSEE SHEET 1.1 A LOCK STILES WITH WATER RESISTANCE INTERIOR ,688 502 502 8 � m ACTIVE ~wacnVE 67s OUT SWING DOOR EXTERIOR LOCI(OPTONS OSEE SHEET 1.1 A ' LOCK STILES WITHOUT WATER RESISTANCE DWG. NO.: W98-01 Rd DUCT REVISED thorida I" ' u e� -1011.12 e> Expiration Date 11/09/2021 j w7nd- 1 Doors. Inc. 101CO rrorfhwmt 25 street mimni,florda 33172 -!/�I` Mlam a roeuet Control ° OF !y product: Series 450 Outswing Doors&Sldelltes dote: 10-20-97 sheet 3.1 01 7 I _ _MULLION #1 1X4 PT WOOD 2.878 SEE NOTE SHEET 3 CONCRETE L250 SMALL SIDELITE D 511 511 STILE (EXT• 503) 511 SONRY AT SIDELITES 1 0 1'-6" WIDE OR 6 0 EMB L SMALLER. to 17— 502 502 502 a.se TYPICAL JAMB ANCHORS 1/4'DIA.ULTRACON ®6"FROM ENDS AND 1 6 1.918 19-3/8"O.C.FOR LOADS UPTO 70 PSF 14-1/2-O.C.FOR LOADS UPTO 110 PSF 125 �; I 1 o 12"O.C.FOR LOADS ABOVE 110 PSF w 2-1/2-MIN.EDGE DIST. t.675�L� d a.812 11 EXTERIOR @ S-0 1250 a, SEALANT 1/4 DOOR PANEL WIDTH 125U SIDEI.ITE PANEL WIDTH SHIM DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH I 1.844 I I DS-0 S�_p nzs 3 I I THIS SILL IS THIS SILL IS . NOT RATED NOT RATED ^/T 3.278 L FOR WATER FOR WATER IVI I L84-0 I 1 OS S 1 .125 N O .,25 � 1/4 DIA.ULTRACON ADA SADDLE RESIDENTIAL SADDLE 1-3/4"M(N.EMBED 0 6'FROM ENDS&24.D.C. SEE SHEET 71T FOR GCA ACi7Y.STILE CATION REFER TO SHEET 2 OF 7 FOR. 4" WIDE SADDLE TYPICAL BILL OF MATERIALS 1 THRESHOLD EXTERIOR EXTERIOR 539 SWEEP /__540 1:E? 1 91 G 1;7 DWG. NO.: W98-01 DIA.ULTRACON luuuull�� PRODUCT REVISED MIN.EMBED 5 6 2ij as complying with the Florida .186 2-1/2'MIN.EDGE GIST. 6 ••••• � Building Code at 6-FROM ENDS&24'O.C. OBO € . 8F'.% NDA-No. 17-1011.12 ��, I AND 3'O.C.AT MTG.STILE LOCATIO 6 •N 70582 Expiration Dale 11/09I2021 S00 SEE SHEET 7.I FOR CAPACITY .750 44 j _ Wlnda and Doors• Inc. I d. o. a I _ .'3 SI CONCRETE j ` �' - 10100 northwest 25 street micmi,flordo 33172 P•+ d G' 3 KSI ONCR e n Mla Da rodoct Control ,'d a m d' ;d 12s o --- ' � product: Series 450 Outswing Doors & Sidelite§ E GE IST.o [l E E D d ."n `�•'•.R RID►,•o'��'♦ W 1 2$ i S'S/ E � date: 10-20-97 sheet 4 04 7 511 511 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF MULLION TYPE-1 _ 1 - ; NOMINAL DIMS.- MULL TYPE 1 MULL TYPE 2 MULL TYPE 9 o - - 7 - -- - - - - / `. WIMH(1•r) FRAME HOW W.(+) Nr.(-) EHr.(+) NT.(-) E8L(+) Kr.(-) WDE STILE-WIDE STILE LO ;' ���` IE 1/6 IDD.o 110.0 lmD 110.0 i o 110.0 2/0 100.0 110.0 1= 110.0 100.0 non w 2/6 82-3/4• I= 110.0- 100.0 110.0 - - 502 502 �� /� 0. 3/0 toad 110.0 100.0 110.0 - - `�, 3/6 942 942 70.0 70.0 - - 1 to 6 1 - 6 1/6 1D0.0 10.0 100.0 110.0 100.0 t,o.0 Fl10ED FIXm 2/0 10Q0 110.0 100.0 110.0 100.0 110.0 .125 PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 2/5 84-3/V i00.0 110.0 100.0 110.0 - - -�1.675 - .675 h- 1.250 1.250 3/0 10a0 110.0 100.0 i10.0 - _ 4.RI2 4,312 3/6 942 942 SS-0 FxmODR DOOR PANEL+ FlXED PANEL 1/6 Joao 110.0 1010 no.0 10D.0 110.0 SEALANT WIDTH(W) _ + 1.250 2/0 100.0 110.0 100.0 110.0 70.0 70.0 SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 2 2/6 9D-3/4• 100.0 110.0 100.0 V0.0 - - OUTSWING DOOR SIMILAR DS-0 3/0 100.0 110.0 1 70-0 70.0 318 942 94.2 1250 1/8 100.0 110.0 100.0 110.0 100A 110.0 511 511 2/0 Moo 110.0 loco 110.0 70.0 70.0, 2/6 96-3/4• 100.0 110.0 100.0 11a0 - MULLION TYPE 2 310 - - - - WIDE STILE-NARROW STILE 0 127 3/6 5 - - - - t/s t00.0.0 110.00.o 100.0 11D.0 100.0 110.0 6 2/0 ID0.0 110.0 100.0 110.0 - - V6 IM-3/4• 100.0 110A 1 99.1 99.1 502 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 5 3/0 97.7 97.7 - - - - OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL I 3/6 59.9 599 - - 1/6 100.0 110.0 100.0 1110 100.0 110.0 I 6 1.918 2/0 108-3/4' 100'a 110.0 100.0 103.0 1 - - 2/6 97.0 97.0 70.0 70.0 - I 3/0 81.9 81.9 - - - An 4812 {�S,D62 .675 1/6 70.0 70.0 70.0 70.0 10110 110.0 EXTERIOR 2/0 70.0 1 70.0 70.0 70.0 SIDELITE PANEL WIDTH SS70 SIDELITE PANEL WIDTH 2/6 114-3/4• 70.0 1 70.0 - - - - OUTSWING DOOR SIMILAR 3/D 59.4 MA 1/6 70.0 70.0 70.0 70.0 70.0 70.a 2/0 70.0 70.0 70.0 70.0 120-3/4• 1250 2/6 70.0 70.0 - - - 511 511 3/0 59.3 1 59Z - - - - MULLION TYPE 3 2 7 REFER TO SHEET 2 OF 7 FOR NARROW STILE-NARROWSIILE In 4) TYPICAL BILL OF, MATERIALS . 6 6 Jam,503 .L S DWG. NO.: W98-01 503 � ``1111J1111J PRODUCT REVISED APJ` 77i� as compi&T,with the Florida • Building Code 17-1011.12 1.918 �w{ •. ••'.• NOA-No. CL Expiration Date 11/09/2021 Windows and Doors, Inc. EXTERIOR te$ 9 i = gY 10100 northwest 25 etreei mi=i,flMda 33172 . ,�5� •, - _'�` Miam a�{ rodact Control SIDELITE PANEL WIDTH O 1.062 SIDELITE PANEL WIDTH Ng % o�1oP:`��',`� product: Series 450 Outswing Doors&Sidel)tes SS-0 OR c9, i '/� A. date: 10-20-97 sheet 5 of 7 1.250 r 1 Jill PANEL PERFORMANCE CHART FOR SINGLE&DOUBLE DOORS&SINGLE SIDELITES F�FRAME WIDTH�i _ FRAME WIDTH (NARROW STILE SIDEUTES LIMITED-TO 18' OR LESS) 'I I PRODUCT REVISED DESIGN LOAD CAPACITY - PSF as complying with the Florida m / Building Coda -•� 3 NOMINAL DIMS. 7/10 GLASS ,COMPOSITE PANELS GLASS TYPES / /i NOA-No. 17-1011.12 0 k H FRAME WIDTH FRAME WIDTH FRAME 1°COMPOSITE PANELS GLASS TYPE'Al' 'B' &'BS' _ / _ !r Expiration Date 1 110 9/2 0 21 �1 h CX) (XX) HEIGHT EXT.(0 INT. C-0 EXT. Ct) INT,<-> EXT.(+) INT.C-) = W = gy fa IL °` o 26-9/16' 50-1/2' 30010 130,0 70,0 70,0 90,0 904 E \ / ` Miami- roduct Control O 32-9/16• 62-1/2' 1D0.0 I1010 70.0 70,0 93.0 90.0 �� °' G�II IdIuu ,t 38-9/16' 74-1/2' 82-3/4' 1D0.0 11010 70X 70.0 90.0 - %0 0 `� o - �,O 44-9/16' 86-1/2' 942 942 70.0 70,0 1 904 9010 \�� N 26-9/16' 50-1/2' 10010 2=0 70.0 70.0 90.0 9010 32-9/16: 62-1/2' 100.0 I3010 70.0 70.0 90.0 1 90,0 PARTIAL COMPOSITE PANEL W 84-3/4' PAN0.WIDTH PANEL WIDTH OR GLASS 0 116.6 38-9/16' 74-1/2' 100,0 11010 70,0 '70A 90.0 9010 APPLICABLE TO DDOR/SIDELITE 0 d ti.e 44-9/16' 86-1/2' 94.2 942 70.0 70.0 •90.0 90.0 FRAME WIDTH �. 7�1 26-9/16' 50-1/2' 100.0 110A 70.D 70.0 9010 90.0 3 0 LL 4 32-9/16' 62-1/2' 100.D 110.0 7010 70.0 90.0 9010 38-9/16' 74-1/2' 90 3/4' 10010 110.0 70.0 70.0 90,0 90,0 `�\ W 01$ 94.2 94.2 44-9/16' 86-1/2' 70A 70.0 I 90.0 90.0 26-9/16' 50-1/2• 10010 110.0• 70.0 70.0 90A 90.0 32-9/16• 62-1/2' 10010 110.0 70.0 70.0 90.0 90.0 w �i o 38-9/16' 74-1/2' 96-3/4' 100,0 110.0 70.0 70A 90A 90,0 44-9/16' 86-1/2• 59.9 59.9 59.9 59.9 - 26-9/16' 50-112' 100.0 110.0 7RO a 70.0■ - - o O .a 32-9/16' 62-1/2' 100,0 Vag 70.0* 70.0 a - - o ` � ' mo w 3B-9/16' 74-1/2' 102-3/4' IOOA 110.0 7C0 v 7DA■ - - ` ' c° � C 44-9/16' 86-1/2' S9,9 59.9 59.9 w 59.9 x - - S N o PANEL WIDTH PANEL WIDTH r 26-9/16' 50-1/2' 100.0 110,0 7D,0 0 7D.0■ - - FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY '' m o 3 n' 32-9/16' 62-1/2' 108-3/4' 100.0 110.0 - 70.0 r 70.0 it - - SEE CHART ON THIS SHEET ,0 3 m 36-9/16' 74-1/2' 300.0 110.0 70,0 x 70.0■ - - SEE BELOW FOR THRESHOLD TYPES o SEE SHEET I.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS �r z g 26-9/16' 50-1/2' 70.0 70.0 7D.0■ 70.0 x - - SEE SHEET 5'FOR MULLION TYPES AND DESIGN LOAD CAPACITY W 3 0- 32-9/16' 62-1/2' 114-3/4' 70.0 70.0 70.0. 70.0■ - - SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY g o 38-9/16' 74-1/2' 70.0 70.0 7D.D x 7110. - - SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. 26-9/16' 5D-1/2• 70.0 7D.0 70.0 x 70.0 s - - LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. i 32-9/16' 62-1/2' 120-3/4' 70.0 70 0.0.0 7 38-9/16' 74-1/2' 70A 70.0 70.0 n 70,0■ - - - LOADS HOWN AB E ARE FOR DOORS USING THRESHOLDS to IN ANY CONDIItON o AND 55 & S WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. 47, '-GLASS LIMITED TO 5/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. i NOT RATED NOT RATED i 'g o g g g FOR WATER FOR WATER > RESISTANCE RESISTANCE yy.. m --m o SS1 ©S u4 Gu A `11 11I111//r/ m / o_ o o 507 � � 539 NOTE: - *- > 1.540 GLASS CAPACITIES ON THIS SHEET ARE rys :' � drewingOF 9 nc. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION OUTS1tigNG 4 OUTSAK(SOLE) RESIDENTIAL(SADDLEI DECLARATORY STATEMENT DCA05-DEC-219 SIDELITE MULLION _ .MULLION ANCHORS AT SMELITES ANCHORS -- -- - - - CLUSTER OF HEAD ANCHORS- - SEE CHART THIS SHEET 3.4 OR 6 DESIGN LOAD CAPACITY-PSF O MTG.STILE ANCHORS (3)2 AT SIOELDE 1 AT DOOR PRODUCT REVISED NOMINAL DIETS. 24'MAX. SEE SHEET 7.1 (4)2 AT SIDELffE 2 AT DOOR as eomplyy7ng with the Florida TYPE'C AT HEAD TYPE'C'AT HEAD INTERMEDIATE (8)3 AT SIDELRE 3 AT DOOR Building,Code TYPE'H'AT HEAD 'C'AT S-o 1Y 992 TYPR'D'AT SSl 6fLt z J ANCHORS 3'MIN. SEE CHART FOR CAPACTTI' NO/-No. 17-1011.12 WIDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF O q zz HEAD/SILL TYP• <VJ HEIGHT 9 ANCHORS 4 ANC801tS 8 ANCHORS 9 dNCHORS 4 ANCHORS 3 ANCHORS 4 ANCHORS F I HK]ration Date /09/2021 z a ANCHOR p 2/0 1a6.7 110.0 11a9 110.0 110.0 1108. 110.0 Q a o 6�_, SPACING is 8y - 2/6 862 11D.0 110.0 2-3/4' 110.0 110.0 110.0 110.0 ��.7 ` 0 8 Mla -O roduet Control 3/0 72.3 964 110.0 109.3 110.0 101.0 110.0 3/6 6Z3 93.0 1104 942 llao 37.0 110.0 O a i \ 210 1D42 110.0 110.0 11o.0 1108 110.0 110.0 A A 2/6 84-3/4' 842 11uD 110.0 110.0 110.0 110.0 110.0 / \ 3/0 70.6 94.1 HOD 106.7 1109 90 110.0 \\ x~ 3/6 602 01.1 11DA 919 110.0 85A 108.7 0 6 G C sa 2/0 97,3, 110A 110.0 110.0 110.0 110.0 110.0 y 2/6 u �� / �/ /� \ /• ul q Tax1048 Q 11D.0 110.0 110.0 109.8 110.0 C 111ccc111 / fL 90-3/4' e 0 < 3/0 65.9 I17.9 -110.0 99.7 110,0 92.1 11a0 IL z C N 4 '% •/ m a 3/6 1 56.E 75.7 11D.0 B.S9 110.0 79.4 1019 \\ i mplv�w Q�ii diS F 270 912 110.0 110.0 110.0 110,9 110.0 110.0 O I w 4. 2/6 96-3/4' 733 9B3 110.0 110.0 110.0 103.0 11a0 N \\ o'•< 3/0 619 m 110.0 93.5 110.0 86.4 110.0 1 n \\ i 316 53.3 .71.0 106.5 BO5 107.4 74.4 952 0 i 2/O $5.9 110.0 110.0 110.0 1104 I= Ilao rn 2/6 69.4 92.6 110.0 1049 110.0 97.0 110.0 N 102-3/4' 0 n CLUSTER OF SILL ANCHORS 3/0 582 77.7 110.0 BID) 110.0 81.9 1M.I 3 OR 4 3/6 502 88.9 TOOT 758 107.1 70,1 8918 $ "' FIXED FIXED (3) 2 AT SIDELTTE 1 AT DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH (4) 2 AT SIDEUTE 2 AT DOOR 2/0 812 1082 11a0 170.D 110-0 110.0 110.0 C rn SEE CHART FOR CAPACITY 2/6 109-3/4' 65.E 87.5 110.0 992 110.0 91.7 110.0 z o N om 1250 L250 3/0 55.0 73.4 110.0 83.2 1108 76.9 98.E s 3 w - SIDELTTE MUWON ANCHORS AS SHOWN.IN DETAILS AND CHARTS 2/D 78.9 tD2s 110.0 110.D 110.0 TOTS 110.0 3 t1 m }} DOOR PANEL+ FIXED PANEL INTERMEDIATE ANCHORS 70 BE AT 6" FROM CORNERS 2/6 114-3/4' 622 B29 110.0 94.0 110.0 859 110.9 C z WIDTH (w) = - 2 + 1.250 AND 24"O.C. AT HEAD/SILL. - 3/0 52.2 69.5 104.3 78.8 105.1 729 932 o_ 2/D 73.1 97.5 110.0 110.0 110.0 1D29 110.0 ANCHORS: E2/ 3/4' 59.1 789 110.D 99.3 110.0 82S 105.6TYPE V-1/4"DIA ULTRACON BY'EI_CO' (M777 76t,�155 Ic51) TYPE'B'- 1/4"DLe 17 4CON O'(F-177 k51,%=155 Km) 49.8 661 99.1 749 999 691 B&O INTO 26YWOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USING 1-1/2'MIN.PENETRATION INTO WOOD - 1-1/2"MIN.PENETRATION INTO WOOD S SSl AND(THRU 18Y WOOD BUCKS INTO CONCRETE AT HEAD THRU ISY WOOD BUCKS INTO CONC./HOLLOW BLOCK AT JAMBSR LOADS WHERE WATER INFILTRATION IS REQUIRED AS PER CHART AND NOTES ON SHEET S. 1-1/4"MIN.EMBED INTO CONCRETE 1-1/4"MIN.EMBED INTO CONCRETE OR MASONRY BU mi DIRECTLY INTO CONCRETE DIRECTLY INTO CONCRETE _ 1-1/4'MN! EMBED INTO CONCRETE 1-1/4'MIN.EMBED INTO CONCRETE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY EDGE DISTANCES 2E rn<TAnlrre SEE CHART ON SHEET 8. m 4 INTO CONCRETE=2-1/2"MIN. INTO CONCRETE-2-1/2-MIN. SEE SHEET 1.1 FOR LOCH CAPACITIES FOR SINGLE AND DOUBLE DOORS INTO WOOD STRUCTURE-1'MIN. INTD WOOD STRUCTURE- 1"MIN. SEE BELOW FOR THRESHOLD TYPES TYPE'C- 1~/4'CIA,ULTRACON BY'ELCO'(Fu-177 KSI,F7-169 X31)� SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY o W DIRECTLY INTO CONCRETE AT HEAD OR SILL NOT RATEn NOT RATED SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY-3/4'MIN. EMBED INTO CONC. FOR WATER FOR WATER SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. m RESISTANCE RESISTANCE LDWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. EDGE.OISTANCFS O INTO CONCRETE a 2-1/2'MIN. $$1 ®$ \7 111 1111JI ,,/�/ m .. TYPE V- 15/16'DIA ULM6CON RY'EL CO'(F-177 Km,Fy-155 K5D ° ANCHOR o± C '.',y'. y y 77 \\,��............. DIRECTLY INTO CONCRETE JAT ADA SILL �. TYPE'C' 0 ANCHOR ANCHOR 1-3/4"MIN.EMBED INTO CONC. JJJ w 507 TYPE'D' twt TYPE'C• .)0S92 _ a EDGE OLS'rANGEc 6 C)Z'. �• C =_ INTO CONCRETE-2-1/2'MIN. 539 = O WOOD AT HEAD OR JAMSS SG-OM MIN. 54O �••, OF drawing no. CONCRETE AT HEAD,SILL OR JAMBS 1'c=3000 t'S1 MIN. T • !`Z DI::'G\\\ `T,I p C-90 HOLLOW/FlLLID BLOCK AT JAMBS frA-2000 PSI MIN. .�• ,• •. '� YY U-O OUTSWING OUTSY�NG(AS DDLEI ESID NML(SADDLE) T+717 711 sheet 7 of 7 I DOUBLE DOOR HF1UI�SILL MTG. STILE ANCHORS AT DOUBLE DOORS �u 24'MAX. - 24''MAX. - MTG.STILE ANCHOR - DESIGN LOAD CAPACTY-PSF SEE CHART AT RIGHT PRODUCT REVISED �Y INTERMEDIATE INTERMEDIATE NOAffiFAL DIMS. - ANCHORS ANCHORS as comp)ying with the Florida TYPE'C'dR BEAD TYPE'C'AT HEAD rn 6ullding Code FRAME TYPB'B'AT HEAD TYPE'C'AT 8-0 k S32 TYPE b'AT SSI SOY 3 HEAD/SILL HEAD/SILL 3'MIN.TIP. NOA-No. 17-1011.12 WEDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF MUSTER OF CLUSTER OF CLUSTER OF 6' ANCHOR SPACINS WO HEIGHT 8 ANCHORS 4 ANCHORS 6 ANCHORS S ANCHORS 4 ANCHORS S ANCHORS 4 ANCHORS Q � Expiration Date 11/09/2021 50-1/2, 1067 110.0 11OD 110.0 170.0 110.0 1100 .� L BY 62-Lz' Bs2 11D9 110.0 11aL 1109 iW.7 110.0 V U / Mum a roduct Control 82-3/4' �- / \ 74-1/2' 723 98.4 110.0 1093 110D 84.5 110.0 yy - i i/ ♦♦♦ - B6-1/2' 62.3 - 83A 103.8 34.2 U0.0 72.8 97.0 G W LL i i ♦\ 50-1/1" 1D42 110.0 110.1) 110.0 110.0 1109 1104 i s ♦\ 62-1/a, 8-0-3/4' 842 11D.D 110.D 110.0 110.0 9&4 11010 w i' H i/ ♦♦\ 74-1/2' 70.6 94.1 110.0 1067 170.0 82.5 110.0 a G ? / /, N a = /, /, ♦ N y 86-1/2' M2 81.1 ID1.4 91.9 110.0 71.1 949 C 0 G \ %/ a O a ♦ %% %% / a o 56-1/2' 973 1100 110.0 170D - 110A 1111) 110.0 62-1/2' 7&6 104.8 110.D 110.0 1109 91.9 110.0 C Z Gryl ♦ 0. m 4 ♦ i p. w m 90-3/4' 9 \♦ \�\o w \ / m w Mg. ,. 74-1/2' 65.9 67.9 1099 99.7 110.0 77.1 102.7 IL Z O S✓ ^ 66-1/2' 568 75.7 94.7 85.9 11010 65.4 8&5 'j5 O0 ♦\ m rn a w ♦♦ i m N 5D-1/2' 91.2 110.0 110.0 110.D 110.0 10&6 110.0 ` f \\ ^o a \♦ / 0 62-V2' 73.7 983 110.0 110.0 1109 862 110.0 0 ♦\ J ♦\ i 74-1/2' 96-3/4' 619 825 loll 935 110.0 723 96.4 \ 86-1/2' 533 71.0 88.8 _ 805 107.4 623 no 50-1/2' 85.9 11D.0 110.0 110.0 1100 1004 110.0 62-1/2' 69.4 91.6 110.0 1049 1100 01.1 1082 0i ' PANEL WIDTH PANEL WIDTH PANEL W211TH 74-1/2'102-3/4' S&2 77.7 97.1 88.0 110.0 6&1 90.7 0 n 86-1/2' 502 66.9 93.6 7&8 101.1 58.6 762 g 00 w SINGLE DOOR OR SIDEUTE DOUBLE DOOR 50-1/2• 812 10&2 11110 1104 110.0 94S 110.0 0 62-I/2'108-3/4' 666 875 1093 992 110.0 78.7 102.2 3 o x N o MULLION ANCHORS 74-1/2' 55.0 73.4 91.7 832 110.0 643 85.7, m N m AT SIDELITE -MULLION ANCHORS 3 7 DOUBLE DOOR N M SEE SHEET AT SIDELiTE $0-1/2' 769 1026 110.0 110.0 110.0 89.9. 110.0 0 0 MTG.STILE ANCHORS SEE SHEET 7 62-1/2' 114-3/4' lI22 829 103.6 94.0 110.0 72.6 969 G SEE SHEET CHART Z tL^ 24-MAX. THIS SHEET 74-1/2' S22 695 869 7&8 109.1 60.9 B13 3i O_ 50-1/2' 711 97.5 110.0 110,D 110.0 85.4 11D.0 11,15M 1,1 MFDATE 3•MIN. U o ANCHORS, TYP 62-1/2.12D-3/4' SM 783 9a's B93 110.0 69.0 92.0 to V i HFAD/SILL ANCHOR 6 r^ SPACING -I' 74-V2' 48.6 66.1 82.6 74,8 98.9 279 772 0 / ♦\\ SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD 0 g g ♦♦ CAPACITY SEE CHART ON SHEET 6. W // / �/ j, ♦ j. N _ SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS I c % ♦ // �� %/ a SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY X o m ry SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY m = I 5��n 'aa N o--= . w SE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR. > a s o \\ <� ' LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. �c° ..G.l' w., FIXED FIXF� MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS .°• •�� drawing no. PANEL WIDTH PANF1 VIDTH PANEL WIDTH PANEL wrDTH INTERMEDIATE.ANCHORS TO BE AT 6' FROM CORNERS L25D 1E5D AND 24- O.C. AT HEAD/SILL. �si4/ L \♦.\ /1 nt1 11 sheet 7.1 of7 1 4ftU � #12 SCREWS m 2/ END #12 SCREWS e 2/ LEG Z n rZrZ iti i 0 / ,A ok 2X2X1/4" / ALUM ANGLE I I ]q o EXTERIOR / EXTERIOR jom12 / f / INTERIOR NTERIOR o ti T BEAD CORNER DETAIL (SS11 ADA SILL CORNER DETAII .$ (SS21 0� O w CORNERS TO BE SEALED WITH RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION o LOW MODULUS SILICONE SILPRUF. 3 0 a n #12 SCREWS 0 #12 SCREWS 2/ LEG o 3 3/ END Z w o w N U o 2X 2X 1/4" 0 41 II ALUM ANGLE i EXTERIOR EXTERIOR / c o C � INTERIOR Y1 C T1 g 8 PRODUCT REVISED INTERIOR as'Implying with the Florida Building Code NOA No. 17-1011.12 PANEL CORNER DETAIL1110912021 Expiration Date 1 110 912 0 2 1 +� drown no. Isla Da roduet Intro 01 STD. SILL. CORNER DETAILry��`� 1�� sheet 7 I 1 i f r