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HomeMy WebLinkAboutProduct Approval - front Doors i M I MIAMI-DADS COUNTY • `(V PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.eov/economy CGI Windows&Doors,Inc. 10100 N.W.251b 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(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High VelocityHurricane Zone. DESCRIPTION: Series`.`450"Aluminum.Outswing Opaque'Doors w/wo Sidelites-Impact APPROVAL*D OCUMENT:Drawing No.W12-22 Rev B,titled Series 450 Outswing Doors&Sidelites»,sheets 1, 1:1, 1.2, 1.3,2,.2.1,2.2,2.3,3,3.1,4,5,6,7 7.1 &7.2 of 7,prepared by Al-Farooq Corporation,dated 05-22-12 and last revised on SEP 02,2015,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Controf Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1,5,6,7 and 7.1 for unit sizes Vs lock options,mullion type, door/sidelite,sill types and anchors.Lower Design Pressure shall control.Lock lOD or 10E is limited to max 38-9/16 W x 94-7/8 H door 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. 3. Sills(threshold)types SS-1 &SS-2 are not rated for water infiltration.See thresholds(sills)6. 4. See the 7/16"&1"Composite panels details in sheet 1_2.Narrow stile sidelites are limited to 18"or less. S. The frame are of alternate size must not exceed 125 fl,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 riled 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#12-0706.02 consists of this page 1 and evidence pages E-1&E-2,as well a [EvaldtT mentioned above. Y q The submitted documentation was reviewed b Isha I.Chanda P.E. FT =MIAMI-DADECOUNTY NOA No.14-1103.07 Expiration Date: October 25,2017 Approval Date: September 10,2015 Page 1 I. � T CGI Windows&Doors.rue. NOTICE OF ACCEPTANCE:EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W12 22 Rev B,titled"Series 450 Outswing Doors&Sidelites",sheets 1, 1.1, 1.2, 1.3, 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 05-22-12 and last revised on SEP 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0706.02) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-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 24113.2.1,TAS 202-94. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing/Inswing 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-5234.02-450-18 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.HTL 97055 (0080-912-97)dated 09/23/97 thru 02/27/98 for specimen#1,2, 3,4 tested per PA202-94, specimen#4, 5A, 5B, 5C tested per PA201-94&PA203-94,signed and sealed by Timothy S. Marshall,P.E. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door.w/sidelites,by Hurricane Testing Laboratory,Inc.,Test Report No.HTL-01071 (0080-0402-02)dated 04/01/2002 tested per PA201-94&PA203194,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 201,202&203-94.. Isbaq L Chanda,P.E. Product Control Examiner NOA No 14-1103.07 Expiration Date:October 25,2017 Approval Date: September 10,2015 E-1 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continue): 3. Reference Certified Testing Laboratories test report#CTLA 3056WA,issued to CGI Windows&Door,Inc.pert TAS 201,202 and 203-94.for specimen#1 thru#30 for laminated PVB glass,insulated PVB laminated glass with Duraseal and super spacers,signed and sealed by Ramesh C.Patel,P.E. C. CALCULATIONS . 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51 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 JUN 29,2012,signed and sealed by Javad Ahmad,P.E.(Submitted under file#11- 1025.02) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to.FBC 2014(51 Edition)and letter of no financial interest, prepared by Al Farooq.Corporation,dated 09/30/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and-addendum letters,as part of the above referenced test reports. G. OTHER 1. This NOA revises#12-0706.02,expiring on 10/25/17. 2. Hardware cut sheets verified and marked-up by the Architectural Testing(former Hurricane Testing lab). 3. Test proposals dated 12/16/14 approved by RER&Test proposal#10-0940,dated 11/17/10 . approved by BNC. Is aq I.Chanda,P.E. Product Control Examiner NOA No 14-1103.07 . Expiration Date:October 25,2017 Approval Date: September 10•,2015 E-2 TYPICAL ELEVATIONS SERIES 450 ALUMINUM OUTSIVING OPAQUE DOORS WITH OR WITHOUT SIDELITES JB-9/16' LEGEND FRAME WIDTH 6 7/8• 6 7/6' _ -0 - OUTSWING DOOR DETAIL FRAME WIDTH . 74-I/2' 113-1/16' D.L.DPG. FRAME WIDTH YADIN 1l 1/4- H-D - ITEM DESCRIPTION 3 6 7/8' HINGES 4 see sheet 2 of 7-O OUT G D.L OPO. D.L DPG, SEE SHEET 1.1 wmH w TH / I .. 1 LOCKING OPTIONS : 1 I SEE CHART SHEET 1.1 tE Lu };:T. •}\':iii ^.:iF} cz \ 3 'x'•::: 3 3 n W w Ka7 '•:: ::::'r:: 6 '.OUTSWING . . -N. PRonlicirRmul) eul,Ptylatl xith lMe F1 rM► "'::: LH CONFIGURATIONS SHOWN ::::.5.. ;4 ,p a!—/103 ;' 1 Attt I Is ees ND/ RH SIMILAR :• 1 •::;1 t I .. .I WI I e.tww, P :'.:'••CTIVE� ACTIVE :. I / •:'.•INACTIVE .ACTIVE... I ` PANEL WIDTH rJr1�1Nf r,I,tLCMfN XX S3 '" OXO S3 Sj s-Q OUTSWING 3 SS1 SS2 551 SS2 SS7 SS2 SS1 SS2 4 4 SADDLE SILL FRAME FRAME DOOR/SIDELITE 149' WIDTH WIDTH PANEL PANEL DPG. FRAME HEIGHT=PANEL HEIGHT+ 1-7/8" STO.THRESHOLD) 2 TESTED FRAME WIDTH ocl CXX1 WIDTH WIDTH FRAME HEIGHT=PANEL HEIGHT+1-5/8'(ADA THRESHOLD) 26-9/16' 50-1/2' 3-3/4• 12-3/4• FRAME WIDTH=PANEL WIDTH+2.8125" 32-9/16. 62-1/2• 29-3/4' 18-3/4' STEPS TO USE CHARTS: 4 3 3 38-9/16• 74-1/2' 35-3/4' 24-3/4' 1, DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG.CODE. 44-9/16' 86-1/2' 41-3/4' 30-3/4' 2. DETERMINE WATER INFlLTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. I DOUR/SIDELITE 3. SELECT A DOOR SYSTEM I.E.OUTSWING AND TYPE DF THRESHOLD FROM SHEET 6 FRAME PANEL R PANEL CPO, AND LOCK OPTIONS FROM SHEET 1.1. ;;'•'A: I '�:'•;+'.+•:•?:•': HEIGHT HEIGHT HEIGHT 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS =''•'r'C I '•: ::'�:': 82-3/4' 80-7/B' 67-3/8• �i:i:: '•ri:; I ::::)(-F::;;:::: ON SHEETS 1.1,5 de 6. �)!'•: 84-3/4• 82-7/8' 69-3/6' THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. " '' I '`.:�' 3:•;':: 90-3/4• 88-7/8' 75-3/8'.;.,(.:::_•.,.;.;:;, I :;,1;;, 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1) /..:::.;.• •:::Y•. 96-3/4' 94-7/e' 81-3/e' •••• '•' /.::•';1;:' "`•"'`•' 8. FOR MULLED SIOELITE REFER TO MULLION CAPACITY ON SHEEP 5. w ¢ %:•:'•:•:'i; 102-3/4' 100-7/0• 87-3/8' .7} :;:i}.'?%ram:: :'' ':�} 3, + }}%":'•^ 7. LOWER DESIGN PRESSURE FROM LOCKS CHART,PANEL PERFORMANCE CHART, NOTE N .:+'':�ii; ?'•::.: :: :J ,: 108-3/4• 106-7/8' 93-3/e• MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND ..7 T/..::.• :.:a EGRESS REQUIREMENTS TO BE REVIEWED ;:::::::.:� ;;�.`f;:: 114-3/4' 112-7/8 99-3/8' MTG.SRLE ENDS SHALL CONTROL THE ENTIRE SYSTEM. BY BUILDING OFFICIAL •::•;�•;;r: 1 120-3/4' 118-7/8• Lo3-3/e' B.MATERIALS INCWDING BUT NOT UMffED TO ST METAL SCREWS,THAT COME INTO I �:.� ';::? EEL/ ':•': `•�::':•: I `•�'�:+r`••r' •HEIGHTS FOR STD. THRESHOLD CONTACT WITH OTHER DISSIMILAR.MATERIALS SHALL MEET THE REQUIREMENTS OF ::::y; : I :• �:': :: THE FLORIDA BUILDING CODE. :•;;1t' I Engr:JAVAO AHMAD 9 S :• I CIVIL 1 FIA.PE 70592 ACTIVE iNncnvE DWG. NO.: W12-22 � CAN. gg CAGIL CAN.353B 6-8) o S-0 Windowsand 0—.. Ina.MULTIPLE SIDELITES W/DOORS 3 20 10100 northwest 25 street miami,florida 33172 WITHIN TESTED FRAME (Rea 551 SS2 AREA ARE AVAILABLE ee �•= 022015 product : Series 450 Outswing Doors Bc Stdelites Ir W.FRAME WIDTH I (SEE SHEET 6) a a a a N g g MAX FRAME.ARU 125 SO. FT. TESTED _ 'S date OS-22-12 sheet 1 of 7" LIMITED PER FHC 2014 FRAME AREA `m TYPICAL ELEVATIONS LOCK OPTIONS AND CAPACITY 10A IOAA " I IOC k IOCC 10D k IOE 10 F FRAME HEIGHT EXT,(+)INT.(-)EXT.(+)INT.(-)EXT.(+)INT.(-)EXT.(+)INT.(-)EM.(+) INT.(-)E)(T.(+)INT.(-) e4-3/4' 90,0 90.0 100.0 110,0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4' 90.0 90.0 100.0 110.0 100.0 1 110.0 1 65.0 65.0 70.0 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 70.0 1 70.0 1 IDA:COPPER CREEK W/CGI 3 POINT I OAA:BALDWIN W/CGI 3 POINT 109 REGENT COMMERCIAL 3 POINT 10C BALDWIN SINGLE POINT LOCK LEGEND IOCC COPPER CREEK SINGLE POINT LOCK 1GD:DOR-O-MATIC SERIES 1690 I OE :MACKSON SERIES 2085/2065 _-0 OUTSWING DOOR DETAIL 1OF:SURFACE MOUNTED LOCK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) . a - ITEM DESCRIPTION (see sheet 2 of 7)' 38-9/16-MAX, 74-1/2'_MAX. F 74-1/2-MAX. � 152`4AX. FRAME.WIDTH FRAME WIDTH n 5 FRAME WIDTH FRAME WIDTH REGENT CGI ORS CGI 3 PO 12 °'3 COMM12 (SEE�SHEET 1) rf LOCKCK LOCK 3 POINT LOCK TRUE •: I 'r I ;�ii•r . 1 . I 0 TAL H RIZON tip�•. . I z NTIN 1 R 1 0 MORE •::.:a•-�::: . I N I \PER DOOR OR .. I S DELITE PANEL t'.U1 ::�:�k�• `.:I 0 Q 4 � x I n n \ I b _ 0 a� 1 I _\ m F 5\ I H PRODU VI C F. S f 60 twi;.::a:•: •: 1 i 1 Ytll{with 11 rIC►O 9 1 P luldl> Cod> i3 �i::i.FIXEO::':''=' •::-:•FIXED_'•::% .c . :i'.�: : I :: � •- � Aonplw�s No 14-1103 rl ACTIVE 1 r ::•::INACTIVE .ACDVE::. I "INACTIVE : E>lkaAr Brle 1"FL�.. XOR...O 2 x 12 0_-�. '►),III`" 11va6a,C�tra1 1 , OPTIONAL TRUE MUNTINS RESIDENTIAL HARDWARE m COMMERCIAL HARDWARE DOOR OR SIDELITE 1^/ �1 HINGE LOCATIO vYNS DWG. NO.: 1 2722 MAX. FRAME HEIGHT NO, REOD, MAX, SPACING UPTO 90-3/4' 3 35 Enyr.dAVAD ABOVE 90-3/4' UPTO 120-3/4' 4 44 1/2• CMLAHWD Era , DOORS WITH 3 HINGES LIMITED TO 100 PSF � CAN. 539 FUy PE 70592 FRAME HEIGHT=PANEL HEIGHT+1-7/8°(STO.THRESHOLD) q� FRAME HEIGHT=PANEL HEIGHT+ 1-5/8°(ADA THRESHOLD) wlndows and Doors. Inc. FRAME WIDTH=PANEL WIDTH+2.8125' 10100 northwest 25 street miortu,florido 33172 c== product: Series 450 Outswin Doors dI Sideiltes HARDWARE DESCRIPTION „ � z2o15 P 9 date ; 05-22-12 sheet 1.1 of 7 .090 ALUMINUM SHEET 1/4-PLRY0011 ' .090 ALUMINUM SHEET BULB VINYL CGI-382 PANEL STOP OPTIONS 4 .639 cc�d .652 �— n N .080 m ?77. SILICONE .754 GE-1200 DOW 995 .CGI-3 5 CGI-504 CGI-515 DOW 899 —Z- ' 7/16' OVERALL COMPOSITE PANEL 617 � ��72 _ .. m m . m .DSD oeo m .090 ALUMINUM SHEET .754 .742 3/4'PLYWOOD CGI--39 .090 ALUMINUM SHEET BULB VLNYL 42W PANEL STOPS CAN BE SQUARE OR OCEE . PRODUCPREVISEO m Iwrdln¢CO&1141hc FIorN► A4rcpl�aet No n B.N.n4..Mra�a '! of M►af AW iv��.c4 C.Mw SILICONE -1200 995 DOW 899 1" OVERALL COMPOSITE PANFL DWG, NO.: W12-22 . En9r:JAVAD • FL6 PE C.A.N. 502 .AN.3538 CAa, Wl—f— and Doors. Ina. 10100 northwest 25 street mlaml,fladda 33172 product : Series 450 Outswing Doors & Sidelites L. SEF 1 2 2O15 dote: 05-22-12 sheet 12 of 7 741/2' (TESTED SIZE) 36 9/16• C VR PANIC H A R D W A R E FRAME WIDTH FRAME WIDTH 4 1/4° 3• 3° 4 1/4• 4 1/4• 3° 24' fi' 24• 3' 3• 2V MAX. MAX. IN. . H_p H-0 3 3 m 1 I n ^ I I I I I I ' I 1 1 I I I I I I 1 I 1 I 1 1 - I ':::VERTICAL ROD�.���'�:�:•:' RTICAL RO I I I I m J_ N J- I yJ 3 3 I I i3 I ' / I I I APPROVED 0 HARDWARE FOR DOORS I APPRO E PANT R I I I I 1O R- -MATIC SERIES 1690 TOUC BAR EXIT DEVICE I I 1 JACKSON SERIES 2085/2086 CONCEALED VERTICAL I I iI I I ROD EXIT DEVICE E •� I I I I 1 R I I rs 1 � I I 5 I I I N � m o\ m � I x \ a I I x x I I •� W r I W a d 1 Y d J I I � Z O C a m Z < d I a �1- _ x iLCi c=3 $ �. a a `-i 1� I m a R �oOR'. :D . . y I 1 jJ, I 1 I 1 I 1 I I I I I m I I I I I VE►RO 18 D D CfRE I I U 1 rile � -.:`::� :•:��`:�':��':�'.`? Ile the 17o u tom with- I e beW n CaJ.I a _ I I 1�� I 1 I •o•A t een 1 e.e N I o I M I.• r•N•e to •fro�_rl�+t-tt•L+• I I I ' I B 1 eit� I 1 KI I '11J NO eNM M� qW C _..•'ACTIVE•.. I i ..•".ACTIVE:,:;.; N _•::':ACTIVE•.•. 1 I 551 8' 6• 24• 7 1/4° a a 3s-,/z Max. DWG. NO.: W12-22 PANEL WIDTH �� DOORS LOAD CAPACITY- FSF (-) Du IsnFLn dPC k 705D ��, FRAME HEIGHT FRAME WIDTH EXT.(+) TNT.(-) p"� FLA.PE 3 70592 96-1/2° 74-1/2° 70.0 70.0 CAN. 6 84-1/2` 74-1/2" 80.0 80.0 Windows and Doora, 1n ' DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. 10100 northwest 25 street miami,Ilorido 33172 LOCK'OPTIONS 10D AND 10E m a S 2 201 product : Series 450 Outswing Doors &Sidelites > d dote : 05-22-12 sheet 1.3 of 7 BILL OF MATERIALS ,1 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. F1 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) (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 2B 3/8-16 HEX NUT. TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE #8 X 1/2" PH SMS. 3O - SHEAR CLIP (EXT. NO. 506) 5.31 SEE SHEET 1.2 FOR GLAZING OPTIONS DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. 50 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 17 6' FROM ENDS, 3 0 CENTER OF PAIRS 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM �SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH-PH-SS TEKS SCREW, @ 3" & 7" 18 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. ,9 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL 7a #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 WITH CENTER FIN (ULTRAFAB # 3032) 9� .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, 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. 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. rRobucrNEVISED n Complying,Wilk Ike Florid► l0AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF 2 CGI CUSTOM badlnp cnU. END.BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, S.�Nyuon nu (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, `�GrnW (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM NTH MORTISE-LOCK. tOC SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. DWG. NO.: W12-22 lOCC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. p Engr.AN. 53805 3 tOD DOR—O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH 6 CONCEALED VERTICAL ROD SEE SHEET 1.4. FoarEi sa ss Fl OEJ JACKSON 20 SERIES PANIC EXIT WITH 2O85/2086 CONCEALED VERTICAL ROD P`� windowo and 000ra. lnc. EXIT DEVICE SEE SHEET 1.4. 10100 northwest 25 sheet miami,flodda 33172 107F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF `o 15 product : Series 450 Outswing Doomk Sidelltes (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. '-_ dote: 05-22-12 1 sheet 2 of 7 I 4.462 .9J1 4.852 �'6391 K.75,4 .125 .11-I�I-- eo.12s.750 .0651.873 1.918 1,812 .062 W- 1,034 .100 CGI-511 �� CGI 504 CG 2,082 JAMB COVER CGI-502 JAMB/LOCK/SIDELITE STILE CGI-507 617 672 DOOR FRAME HEAD/SILL I+1.toz t.aaa . o m .oea �1350 .750 m .OsO 1.BIB .125 ,754 IQ ADL CGI-396 CGI_519 .125 CGI-503 CAM NARROW SIDELITE STILE 4.562 1 3.122 1.250 075 t50 2J5B 1.112 CGI-SOOA Tm TOP RAIL CGI-509 CGI-505 lee I.eaa ' FRAME JAMB/MULLION ASTRAGAL .s0o .460 .750 CGI-540 . 4.000 .12s 3.277 .oea 125 1.250 PROOUC tEV1R60 .T60 61 tampbin{1 x.hp tYe ilarfd& L u41d1ar.a.+� 4.522 .125 .125 E Nlk Wva -IA.:?>C_j CG �� 5.777 I-539 5.178 CGI-514 1'IfwYltljlM nd°ttCMtnl 2.488 SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.312 DWG. NO.: W 12-22 CGI-510 R� Engr.JAVAD ANMAD SIDELITE MULLION CML CAG , FlA PE 5370692 CAN. 8 - L .a85 $ Wtndowo and Ooora, Ino. .075T -{ 10100 northwest 25 street miami,florido 33172 0=;t product: Series 450 Outswing Doors &Sldelftes CGI-508 CGI-501 p 2 201; dote: 05-22-12 sheet 2.1 of 7 FRAME COVER BOTTOM RAIL �m 1/2• 1/Y 1/2' 1 Bolt Bolt Housing T— Bolt Housing Bolt Tip Assembly #10 x 3/4" PH SMS #10 x 3/4" PH SMS #10 x 3/4" PH SMS #10 x 3/4" PH SMS Flushbolt Tip Bolt Tip Threaded Linkage Assy, Rod o Rod I 4 Actuator #10 x 3/4" FH SMS X t #8 x 1/2" PH M Arm �I w w �j Connection Wheel Keyed Keyed I Flushbolt Cylinder Surface Mounted no Cylinder/Deodbol -_ __ Activator Activator Assy. Deadbolt L TOP SECTION SHOWN TOP SECTION SHOWN ° Assembly (BOTTOM SIMILAR) rd (BOTTOM SIMILAR) TOP SECTION SHOWN po (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT CGI CUSTOM 12. Flushbolts (Inactive Panel) 3—POINT LOCK O mooucrkeVIsen _ a eenplylnp wkh A.F7nrN� hmidlagcode . Aeeepfree No 7 Actuator Arm DWG. NO.: W12-22 iEGENT 3 POINT Engn JAVAD'AHMAD OMIAERCIAL LOCK g N. FlA PE qq 70592 O CAN.�S 79 ¢ $� Wlndo w® and Doora. Inc. ' 10100 northwest 25 street miami,0arida 33172 0 2 2015 Product: Series 450 Outswing Doors &Sidelites "�� date: 05-22-12 sheet . 2.2 of 7 Dor—O—Motic 1690 Jackson 20861 #8 x 3/4e #12 x 1 1/2a FH SMS FH SMS Keeper Strike Plate Top Guide w/trip #10 x S release. FH MS Top Lock IIFFHx 4" Top Bolt_ Assembly rnonucrimwseo as complying with the Fluddh . buding Ctwk AmP14"ae Na!Y.11oo' eaylr�*lew nua_faj2=1"] gj M►�II Pi�4�Cohhd Bottom Bolt #10 x 1/4" Bottom Bolt FH MS Bolt Guide Bolt Guide #10 x 1/2" FH MS DWG. NO.: W12-22 p g- Engr.JAVAU NMAD CIIIL MAN.PE 70592 ��, C 53B Wlndowa ond �oora, Ina. 10100 northwest 25 street Ham!,0arida 33172 c v_ WFP 02 2111J product: Series 450 Outswing Doors&Sidelites : 6 v�� date : 05-22-12 sheet 2.3 of 7 DIA.ULTRACON rJ I I f ®6"FROM ENDS AND 24"O.C. n 1 1/4" DIA. ULTRACON I I I (INTERMEDIATE&SINGLE UNIT ANCHORS) 4Cb.Tj 1SEE SHEET 7 SEE SHEET 7.1 FO DOU E DOOR M TINOORr4 1/ I 3 SI CO [.R �^'1 i d KSI NCR E 1X4 PT WOOD 2A TYPICAL PANEL ASSEMBLY 1X4 PT WOOD I I I I I 509 511 Lr— SEE NOTE BELOW 2X4 PT WOOD JE11111 4 2B TYPICAL PANEL ASSEMBLY 111 SEE NOTE BEL W 1 2C TYPICAL PANEL ASSEMBLY SEALANT no N 9 14 8 OPTIONAL 4.562 502504 INTOO 22LXA4TIPT WOOD --- - -_ 9 .1a9 _ _ SEE SHEETS 2.2&2.3 TYPICAL JAMB ANCHORS is 1 no 13 FOR BOLT ENGAGEMENT 1/4"DIA.ULTRACON 0 6-FROM ENDS AND a 3 TYPICAL 19-3/8"O.C. FOR LOADS UPTO 70 PSF • ACTIVE r.125 H—O 14-1/2"O.C.FOR LOADS UPTO 110 PSF 12"O.C.FOR LOADS ABOVE 110 PSF 375 .I25 (SEE SHEET 7) .125 4�952 EXTERIOR 2-1/2'MIN. EDGE GIST. •d PANEL WIDTH 2A TYPICAL 1%4" DIA. ULTRACON 1/sue' t.zso 509 1— o +-1/<' FRAME WIDTH . = wI EMeEED c7 x w am ' �a m ----- - -- --- LLI Qd 4.562 TYPICAL JAMB ANCHORS r _ 1/4"DIA.ULTRACON Of ®6"FROM ENDS AND �`- -- -- - 19-3/9"O.C.FOR LOADS UPTO 70 PSF 3 .125 - to ds0 14-1/2"O.C.FOR LOADS ABOVE 70 PSF EXTERIOR 2-1/2"EDGE DIST, OPTIONAL W EMBEDMENT INTO 2BY WOOD BUCK= 1-1/2" TYPICAL SQUARE GLAZING 8 PRORUCrREViSEO n ma11plying Wilk the Florid& (SEE SHEET 1.2) 1250 b.dinpCa4 •d 2X4 PT WOOD Atcepu�eeNo to r7�"J e.p,.a..Ile1e 2 OPTIONAL INSTALLATION S-0 INTO 2X4 PT WOOD °1110 ,.,,Kllc ifn1 SEE NOTE BELOW 2A TYPICAL NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI Mt2 scREws MUST BE PROPERLY SECURED AND 3/END MUST SUSTAIN LOADS IMPOSED 2090 1/4"DIA.ULTRACON BY SYSTEM. 109 ®6"FROM ENDS AND 24"O.C. L944 (INTERMEDIATE&SINGLE UNIT ANCHORS) DWG. NO.: W12-22 SEE SHEET 7.1 FOR DOUBLE DOOR g MEETING STILE ANCHORS p f` 8 Engr,.AC�LAHNAD Ca , >3 F GIN. ]8592 NOTE: ALL JAMB ANCHOR CONDITIONS SHOWN ON wlneowa one 000ra. Inc. SHEETS 3, 4 AND 5 MAY BE DIRECTLY 101D0 northwest 25 street miaml,Boddo 33172 I I 1 I.CON E7E m e TO MASONRY WITH 1/4" MAX. SHIM SPACE �:t!n O 0 product: Series 450 Outswing Doors &Sidelites EDGE I. •I d' Q 3 J 0 a 1 I• d• o . WITHOUT VARIATION IN CAPACITY. g� '`6m date : 05-22-12 sheet 3 0( 7 - 1� ASTRAGAL REQO.FOR WATER RESISTANT DOORS WITH SILL S-0 ONLY INTERIOR 9 1.250 ,600 505 502 502 8 Ogo ACTVE INACTVE 1.675 505 OUT SWING DOOR EXTERIOR LOCK OPTIONS ASEE SHEET 1.1 LOCK STILES WITH WATER RESISTANCE INTERIOR 68B PRODllCf1tEVISE6 502 fSEE n cemplying wDY toe FWM& h.NW g Code Cam] - AcceAttoce No 14.11 G?�� Etplettbn DdelQ1`1 8 -1d• rdACTIVE E.67s WING DOOR EXTERIOR1.1 A • �NS -DWG. NO.: W12-22 LOCK STILES WITH WATER RESISTANCE 8 Engr:JAVAO AHVAO CM FlA PE 7-2 CAN. 38 Windows and moo rs. Inc. 10100 northwest 25 street miomi,flodde 33172 `o 2 ZO�r1 product : Series 450 Outswing Doors &Sidelltes m dote: 05-22-12 sheet 3.1 of 7 MULLION #1 1X4 PT WOOD 2.97e SEE NOTE SHEET 3 CONCRETE 1.250 SMALL SIDELITE OR 511 511 STILE (EXT. 503) 511 MASONRY AT SIDELITES 0 1 0 7 1'-6" WIDE OR 6 0 AeeoIN SMALLER. LO 502 502 502 4462 _ _ _ TYPICAL JAMB ANCHORS 1/4"DIA.ULTRACON ®6"FROM ENDS AND 1 6 1.9I8 I I .150 - 19-3/B" D.C.FOR LOADS UPTO 70 PSF I11 14-1/2"O.C. FOR LOADS UPTO 110 PSF ,1E5 I 12" O.C.FOR LOADS ABOVE 110 PSF 2-1/2"MIN.EDGE DIST. .675 Fes- a b.e12 11 EXTERIOR @ e Lzso DOOR PANEL WIDTH SEALANT -1.250 SIDELItE PANEL WIDTH sxua DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH Lea4 DS-0 SJ-0 O .12s 3 THIS SILL IS THIS SILL IS PRODUCf REVISED MT 3.27e NOT RATED NOT RATED llrIke FTeru� 'n FOR WATER FOR WATER "complylnpw tea:men 1.e4a • //D .07 C►�kyeYa D•te e a SS1 .125 SS ,23 CIO** ndIldc"ta 1/4"D1& ULTRACON ADA SADDLE RESIDENTIAL SADDLE 1-3/a"MIN.EMBED 0 6"FROM ENDS&24"O.C. AND SHEET 71 FOR.C STILE LOCATION REFER TO SHEET 2 OF 7 FOR 4" wIDE SADDLE � TYPICAL BILL OF MATERIALS THRESHOLD EXTERIOR EXTERIOR 539 SWEEP 540 DWG. NO.: W12-22 �5�, PIA.ULTRACON 3/4"MIN.EMBED 5 6 Engr.JAVAD AHMAD .188 2-1/2"MIN.EDGE DIST. p CIVIL a 6"FROM ENDS&24"O.C. .080 fs FIA.FE 9 70592 AND 3"O.C.AT MTO.STILE LOCATION Bq CAN 3538 .500 SEE SHEET 7.1 FOR CAPACITY g .750 Windows and Ooors, Inc. 3 SI CONCRETE �— 10100 northwest 25 street mlomi,flo4do 33172 ,d e e e' :e 125 a 3 KSI ONCR TE =� iEP 02 Q1� product : Series 450 Outswing Doors & Sideiltes DCE Isr. o n E OI . e - v 1 ^ e d<m date : 05-22-12 sheet 4 of 7 511 511 MULLION PERFORMANCE CHART q DESIGN LOAD CAPACITY - PSF MULLION TYPE I NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 0 1 7 `: �: ::::•: }:�;:;: !.t•ii:tii WIDTH 64 FRAME HEIGHT ocrd+) INT.(-) EXT,(+) INT.(-) EXL(+) 10.(-) WIDE STILE-4ADE STILE u1 ut i.::: - <::.;• i. .. {:::•::. ` 1/6 100,0 110.0 I00.0 110.0, 100.0 110.0 '•:::r::: i 2/0� m0.0 1tD.o mD.o 1,0.0 100.0 no.o 502 502 .•;;:•:.: ;. ,.1 2/6 e2-3/a° 1oo.a 110.0 100.0 110.0 - - :i ;.�::•:<; '•''::,E:. 3/o foo.o ttn.a tao.D ,10.0 ':=.��•:: "i.;;,;.: 3/6 94.2 91.2 70.0 70.0 - - I L910 6 1 6 1/6 100.0 110.0 100.0 110.0 10D.0 110.0 _ 2/0 100.0 110.0 100.0 110.0 100.0 110.0 jp675L P EL W10THPANELmn 2/184-3/4, 1D0,0 110.0 -J.675 4.812 4.e12 1.250 1.75D 3�6 9a42 194.2 100.0 110.0 = = SS-0 SEALANT EXTERIOR 1/6 10D.0 110.0 100.0 110.0 100.0 110.0 DOOR PANEL + FIXED PANEL WIDTH (W) _ + 1.250 z/o 100.0 110.0 100.0 noa 70.0 70.0 SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 2 2/6 90-3/4° 100.0 110.0 100.0 11010 - - OUTSWING DOOR SIMILAR DS-0 3/0 ,D0.0 110.0 70.0 1 70.0 _ _ 3/6 94.2 942 1.250 1/6 100.0 110.0 100.0 110,0 10D.0 110.0 511 511 2/0 100.0 110.0 100.0 ,10.0 70.0 70.0 MULLION TYPE 2 3/0 96-3// 100.0 110.0 100.0 ,1- _ _ 3/0 100.0 110-0 7 3/6 59.9 59.9 - W10E SIIIE-NARROW S11LE - - - 1/6 100.0 110.0 `100.0 110.0 100.0 110.0 6 2/0 100.0 110.0 IW.O 11010 - - 502 2/6 IO2-3/a` 100.0 110.0 I0OA 100A - - LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON.SHEET 6 J/0 9&9 98.9 OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL 3/6 59.9 59.9 - - - - 6 1 910 1/6. 98.1 .110A f0.0 110:0 .100.0 110.0 2/0 100.0 110.0 100.0 104.1 - IOB-J/4' 2/6 98.1 88.1 70.0 70.0 ►RO,)UC r REVISED 3/0 82.9 82.9 b75 4,012 1,062 •675 ea eanpyl9I wHh the Fled& 1/6 70.0 70.0 70.0 70.0 100.0 110.0 EXTERIOR 1-midlug Cobs 2/0 70.0 70.0 70.D 70.0 SS-D - Aecepl�acr No/ 0 .0 - - SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH uloal)eie -7 2/6 ,I4-3/4' 70.0 70.0 - - - - OUTSWING DOOR SIMILAR O L 3/a 70.0 70.0 - _ - DS-0 IMtICwtIW 1/6 70.0 70.0 70.0 70.0 70.0 70.0 1,250 2/0 - 70.0 70.0 70.0 70.0 - 511 511 2/6 70.0 70.0 - - - - 3/0 s9.9 59.9 - - - MULLION TYPE 3 0 0 7 REFER TO SHEET 2 OF FOR NARROW STILE-NARROWSTILE to TYPICAL BILL OF MATERIALS 6 6 503 DWG. NO.: W12-22 503 g En9r.JAVAD AHMAD CML LateFLA.PE A 70592 6 4CAFxTERIOR Cb 10100 northwest 25'stmet miami,fladda 33172 2s P 0 2 U19 SIDELITE PANEL WIDTH S$-0 1062 SIDELITE PANEL WIDTH anti product : Series 450 Outswing Doors &Sidelites ,aso tm date : 05-22-12 sheet 5 of 7 PANEL PERFORMANCE CHART FOR FRAME WIDTH FRAM, E WIDTH, SINGLE &DOUBLE DOORS.&SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 10"OR LESS) DESIGN LOAD CAPACITY - PSF :'`•'"�' -''�� NOMINAL DIbSS. -7/I6"COMPOSITE PANELS !F '•'�'•'� � ��'�'•�•�" COMPOSITE PANELS - %}i�i o '•i:::; o' FRAME WIDTH FRAME WIDTH FRAME 1 (X) (XX) HEIGHT EXT. (+) INT. 26-9/16' 50-1/2' 100.0 ll0.0 a a 32-9/16' 62-I/2' 10010 110.0 g •;.y.•;:: o 30-9/1.6' 74-1/2' 100.0 110,0 �'•:: 44-9/36' 86-1/2' 94.2 94.2 26-9/16' 50-1/2' 100.0 110A 32-9/16' 62-1/2'" 84-3/4' 100.0 110.0 PANEL WIDTH PANEL WIDTH 38-9/16' 74-1/2' 100.0 110.0 44-9/16' 06-1/2' 94.2 - 94.2 FRAME WIDTH 26-9/16' 50-I/2' L00.0 110.0 32-9/16' fit-1/2' 90-3/4' 100.0 110.0 :•;•• •:•••:•: :::• 38-9/16' 74-1/2' 100.0 110.0 44-9/16' 66-1/2' 94.2 94.2 ::-'::: ':':��•::' 26-9/16' L00.0 110.0 32-9/16' 62-I/2' 100.0 .1I0.0 ''•:i:f�:: }:i+. 96-3/4• 38-9/16' 74-1/2' 100.0' I10A r'•""" :'i�i'• 44-9/16' 86-t/2' 59.9 59.9- '�"^ ' ,';:: '•: :�"'•' ::'•r':'•�'• PRODUCfkF.VISEO :; 26-9/16' 50-1/2' 100.0 110.0 ��i:: :'i;+�': .`i-:,:}}'•;y ru agoplylos n'Ith the F1odAA 32-9/16' 62-t/2' 100.0 110.0 "' "" DuuRnr;C•rh. 102-3/4' Ari:psmcr Iq 38-9/16' 74-!/2' 100.0 I10.0 clpktw1) 44-9/16' 86-1/2' 59.9 59.9 PANEL WIOTH PANEL WIOTN alo 26-9/16' 50-I/2' 100.0 1LO.0 - «q 32-9/16' 62-1/2' 108-3/4' IOOA 110.0 38-9/16' 7'k I/2' 100.0 110.0 ' 26-9/16' 50-1/2' 70.0 70,0 32-9/16' 62-1/2' 114-3/4' 70.0 70.0 - 38-9/16' 74-1/2 70.0 70.0 FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY 26-9/16' 50-1/2• 1 70.0 7D.a SEE CHART ON THIS SHEET 32-9/16' 62-1/2' 120-3/4' 70.0 7aD SEE BELOW FOR THRESHOLD TYPES 38-9/16' 74-1/2' 70.0 70.0 SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND.DOUBLE DOORS ® SEE SHEET 6 FOR MULLION TYPES AND DESIGN LOAD CAPACITY AND LOADS Ss OW&�55a WHERE WATER INFILTRATIONARE FOR DOORS USING REREOUIREMFNTS ARE NOT APPUCASLE. SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST.VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. NOT RATED NOT RATED FOR WATER FOR WATER RESISTANCE RESISTANCE DWG. NO.: W12-22 0 0 0 • 8 Engr:JAVAD AHMAD 507 � �1 PE .70092 539 g cA s L 540 Wln do wo aner. Inc. 1 • 10100 northwest 25 street miemi,0odd0 33172. UO TSWING OUTSWING(SADDLE) RESIDENTIAL(SADOLF� c Ep 0 2,2 ISproduct : Series 450 Outswing Doors &5delltes a � �� date ; 05-22-12 sheet 6 of 7 SBIELITE MULLION ANCHORS CLUSTER OF HEAD ANCHORS MULLION ANCHORS AT SIDELITES SEE CHART THIS SHEET 3,4 OR 6 ' 24'MAX. MTG.ERIC ANCHORS (3)2 AT SMEIDE 1 AT DOOR NOMINAL DIETS. DESIGN LOAD CAPACTY-PSF SEE SHEET 7.1 (4)2 AT SIDf:NE 2 AT DOOR I TYPE'C'AT 118A0 TYPE'C'AT READ INTERMEDIATE 3'MIN (6)J AT SIOEllfE 3 AT DOOR TYPE '13'AT HEAD TYPE'C'AT S-0&SS2 SI TYPE'D'AT SSI SILL ANCHORS SEE CHART FOR CAPACITY WIDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF ANCHOR HERO/SILL (V) HEIGHT 3 ANCHORS 4 ANCHORS 8 ANCHORS 3 ANCHORS 4 ANCHORS 3 ANCHORS 4 ANCHORS IIo-- ' � _ _ SPACING I � 2/0 105.7 I70.0 110.0 110.0 110.0 110.0 110.0 2/6 8 2-3/4' 66.2 110.0 110.0 110.0 110.0 110.0 110.0 - -�• 3/0 76ZJ2.3 08.4 110.0 109.3 1104 101.0 110.0 .;;;.• t::.::.::::....:.:::'. T 316 83.0 110.0 94.2 110.0 87.0 110,0 •''`•''�•:' :' :::•i:::::; 2/0 1042 110.0 110.0 110.0 1104 110.0 110.0 •`•:r'�$;:;:;:: i.'?:•};T':tiij:ti¢t 2/6 84.2 110.0 110.0 1100 11OZ 110.0 110.0 •:.i:..�.: k•:.� 84-3/4' 1.. ':••! '• •;��:•:;., 3/0 70.6 94.1 110.0 106.7 110.0 98.7 110.0 'i;•::;:•:;'::'•: •.-=..r.: 3/6 60.8 81.1 110.0 0" 110.0 85.0 108.7 ►RODUCf REVIS£O x }� natnpMegwlIN IM Florida 2/0 97.3 110.0 110.0 110.0 110.0 -110.0 110.0 /S':`Gtii}::}'i:i ♦ + = d .NYWT (:611f 2/6 70.6 104.8 110.0 110.0 110.0 109.0 110.0 / 0L a ♦°: 903 4' aj / 'a Affe I /SA-//o3•D A+c N�K f 7 a P 3/0 65.9 87.9 110,0 99,7 110.0 92.1 110.0 V a P Le KrrW M u � 3/6 1 1 56.8 75.7 110.0 85.9 110,0 79.4 1015 a :,.):.: •A;;;. S 2/0 91.2 110.0 110.0 I10.0 110.0 110.0 110.0 :.•t. M�atl 2/6 73.7 98.3 110.0 110,0 110.0 103.0 110.0 �::;;.1'-;: ;. !•;::�-::'� 3/0 61.9 825 110A 935 110.0 06.4 110.0 3/6 53.3 71.0 108.5 BOS 107.4 74.4 95.2 �= •� / 2/0 85.9 110.0 1f0,0 110.0 110.0 110.0 110.0 IL CLUSTER OF SILL ANCHORS 2/6 ]02-3/4' 69A 92.6 1 MO 104.9 110.0 97.0 110.0 3 OR 4 3/0 582 77.7 1 MIT BSA 110.0 8I.4 104.1 PANEL WIDTH TH PANEL ED WIDTH PANEL WIDTH PANELXW[DTH (3)2 AT SIDEUTE I AT DOOR 3/6 50.2 65.9 100.3 75.8 101.1 70.1 69.6 (4)2 AT SIDEUTE 2 AT DOOR 2/0 81.2 108.2 110.0 110.0 1 110.0 110.0 110.0 SEE CHART FOR CAPACITY 1.250 L250 2/6 108-3/4' 55.6 87.5 110.0 99.2 1104 91.7 110.0 3/0 - 55.0 73.4 110.0 832 110.0 76.9 9&3 SIDEUTE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS 2/0 76.9 102.6 110.0 110.0 110.0 107.5 110.0 DOOR PANEL+ FIXED PANEL + I.25D INTERMEDIATE ANCHORS TO BE-AT'6"FROM CORNERS e/6' 114-3/4' 62.2 02.9 110.0 94.0 110.0 86.9 110.0 WIDTH (W) = 2 AND 24"O.C.AT HEAD/SILL 3/0 52.2 69.5 104.3 78.8 105.1 729 93.2 2/0 73.1 97.5 110.0 110.0 110.0 102.2 110.0 ANCHORS: 2/6 120-3/4' 59.1 78.8 110.0 89.1 110.0 62.5 105.6 TYPE'8'- 1/4"DIA ULTRACON BY'ELCO'(N-177 KSI,Fy-15S K91) TYPE'B'- 114"DIA. ULTRACON BY'ELCO'(Fu-177 KSA ih-155 KS1) 3/0 499 IS., 99.1 74.9 99.9 69.9 68.6 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 23Y WOOD BUCKS OR WOOD STRUCTURES LOADS SHOWN 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 THRFSHOLDS(.O SS MID SgD THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD THRU 1BY WOOD BUCKS INTO CONC./HOLLOW BLOCK AT JAMBS UMT EXTERIOR LOADS WHERE WATER INFILTRATION IS REQUIRED AS PER CHART AND NOTES ON SHEET 6. 1-1/4"MIN.EMBED INTO CONCRETE 1-1/4"MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4"MIN.EMBED INTO CONCRETE 1-1/4"MIN. EMBED INTO CONCRETE FprF DISTAN.F EDGE DISTAN -9 FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY INTO CONCRETE- 2-1/2"MIN. INTO CONCRETE - 2-1/2'MIN. SEE CHART ON SHEET 6. INTO WOOD STRUCTURE= 1"MIN. INTO WOOD STRUCTURE= 1"MIN. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS . TYPE'C'- 1IRE DIA. ULTRACON BY'ELCO'(Po-177 K51,FY-155 KSQ SEE BELOW FOR THRESHOLD TYPES SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY DIRECTLY INTO CONCRETE AT HEAD OR SILL SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY. 1-3/4"MIN.EMBED INTO CONC. I SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. EDGE DISTANCES NOT RATED NOT RATED LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. INTO CONCRETE= 2-1/2"MIN. FOR WATER FOR WATER RESISTANCE RESISTANCE DWG. NO.: W1 2-22 TYPE'D'- 5/18°DIA. ULTRACON BY'Fl r0'(N-177 K51,Fy-159 NSO DIRECTLY INTO CONCRETE JAT ADA SILL En9r:JAVAO AHMAD 1-3/4°MIN.EMBED INTO CONC. J a: ° ANCHOR w ¢ P" CIVIL EDGE DISTANCES 0 TYPE'C' g2 ANCHOR P ANCHOR 8� F CAN,N 7 8592 INTO CONCRETE-2-1/2"MIN. 507 E TYPE D. TYPE'C' WOOD AT HEAD OR JAMBS SO-0.55 MIN. O l '�1 Windows and Doors. Inc, CONCRETE AT HEAD,SILL OR JAMBS Pc-3000 PSI MM. $3� 11 2 ��� 10100 northwest 25 street mi0ml,fl0dd0 73172 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. �., 540 1,- e a i p product': Series 450 Outswing Doors & Sidelites OUTSWING OUTSWING(SADDLE) RESIDENTIAL(SADDLEI <9 dote : 05-22-12 sheet 7 of 7 DOUBLE ODOR HEAD/SILL MTG. STILE ANCHORS AT DOUBLE DOORS 24"VAX. 24'MAX. MIG.STILE ANCHORS DESIGN LOAD CAPACTY-PSF INTERMEDIATE IIITERMEOIATE SEE CHART AT RIGHT NOMINAL DIMS. ANCHORS ANCHORS TYPE'C'AT HEAD TYPE'C'AT UEAD HEAD/SILL HEAD/SILL FRAME TYPE'B'AT HEAD TYPE'C'AT S-0 k SS2 S1 TYPE'D'AT SSl SILL -�{ J"MIN,TYP. WIDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 6' I ANCHOR SPACING (XX) HEIGHT 3 ANCHORS 4 ANCHORS 5 ANCHORS 9 ANCHORS 4 ANCHORS 3 ANCHORS 4 ANCHORS r 50-1/2' 106.7 110.0 110.0 110.0 110.0 110.0 110.0 / , :• 62-1/2' 86.2 110.0 110A 110.0 110.0 IOD.7 110.0 :,..t 74-1/2' B2-3/4' 723 96.4 110.0 109.3 110.0 84.5 110.0 •::':i:: ;�:;:�: :;♦:::.�:•;:� 86-1/2' 62.3 83.0 103.8 94.2 110.0 72.8 97.0 :•::r::: :4'• ::•;:;: F:t:�: /•' ..�..:.::. 50-1/2' 104.2 110.0 110.0 110.0 110.0 110.0 110.0 •�•'''•'i"' '' �"'"' ''''>•" 62-1/2' 84.2 110.0 110.0 1IDD HI0.0 98.4 110.0 "I•?••::�::`•:::;: ;?:.i'� 79-1/2' 70.6 94.1 110.0 106.7 110.0 82.5 110.0 86-1/2' 60.8 81.1 101.4 91.9 110.0 71.1 94.8 a ♦%' �n 3^ a ♦:� `.:/ �n 3^ 50-1/2' 97.3 110.0 110.0 110.0 110.0 110.0 110.0 4 62-1/2' T0.6 104.8 110.0 110.0 110.0 BHA 110.0 Lw 90-3/4' (� 74-I/2' 85.8 87.9 109.8 99.7 110,0 77.1 102.7 Ej q :;:;;•,�•;%'::;;::?:: a .;;•.:y:::•:;::'?::•; �''•?;•:;: 86-1/2' 56.8 75.7 94.7 85.9 110.0 66.4 88.5 :•;;v:•::; '�~� ':�:�:;�•;; .�,•':�•:-:'•:::: my1^� 50-1/2' 91.1 110.0 I10.0 110.0 110.0 106.6 110.0 \•;; \•:;: '' :::; 62-1/2' 73.7 983 I10.0 1iom 110.0 86.2 110.0 74-1/2' 61.9 B2.5 1D3.1 93.5 110.0 72.3 96.4 ♦ e6-1/2' 53.3 71.0 88.8 80.5 107.4 62.3 83.0 s0-1/2' 85.9 110.0 110.0 110.0 110.0 10D.4 110.0 62-1/2'102-3/4' 69.4 916 110.0 104.9 110.0 81.1 108.2 PANEL WIDTH PANEL W[➢TH PANEL WIDTH 74-1/2' 58.2 77.7 97.1 8BA 110.0 65.1 90.7 86-I/2' S02 66.9 8J.6 75.8 101.1 58.6 78.2 SINGLE DOOR OR SIDELIIE DOUBLE DOOR PRODUCFhEVISEU 54ep w1141he FI0n10� 50-1/2' 81.2 108.2 11010 110.0 110.0 94.9 110.0 hwyNueommug CuJe 62-1/2'108-3/4' 65.6 87.5 109.3 99,2 110.0 76.7 102.2 MULUON ANCHORS Acecpiuce Ne 7 f/ 1.07 74-1/2' 55.0 73.4 91.7 83.2 110.0 64.3 85.7 AT SIDEUTE NULUGH ANCHORS E�NeMM4 Daf SEE SHEET 7 DOUBLE DOOR AT SIDELRE 50-1/2' 76.9 102.6' 110.0 110.0 110.0 89.9 110.0 MTG.STILE ANCHORS SEE SHEET 7 A, !, 62-1/2' 114-3/4' 62.2 82.9 103.6 94.0 110.0 7Z6 96.9 SEE SHEET CHAR 24'MAX; TMS SNEEf � Curl - 74-1/2'. 52.2 69.5 86.9 78.8• 105.1 604 81.3 INTERMEDIATE J'MIN. 50-1/2' 73.1 07.5 H10,0 110.0 110.0 85.4 110.0 ANCHORS ttP. 62-1/2'120-3/4' 59.I 788 96.5 89J 110.0 fi9.0 92.0 HEAD/SILL ANCHOR 74-1/2' 49.6 68.1 8Z6 74.9 99.9 57.9 77.2 8, SPACING :'i:-'/ :?`:c•;,:{; SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD / CAPACITY~ •"••�'-'�'•` . SEE CHART ON SHEET 6, c:1:'•;:•:: ; O ?;::;::;:; �' a SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS 3: / :`i%: i ♦ SEE SHEET 5 FOR MULLION D DESIGN w TYPES� a E AN LOAD CAPACITY = d SEE CHART 0N SHEET E T 7 FOR MULLION CAPACITY a :':•:i: / a� I N ANCHORS S R or m a SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR. ::5 m r�w L079EST VALUE FROM THESE APPLY O o �:�••::::::�:•: "i'?:�: I i�� � E CHARTS i T ENT IRE ASSEMBLY. 0 En9r.JAVAD AHMAD CML e F1A P M 70592 • CA ,353E FI%ED FIXED �� PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH wlndowa and Doors, Ino. MEETING-ED STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS S 2 2015 10100 northwest 25 street rHomi,floridD 33172 1,250 1.250 11: WTE ANCHORS TO BE AT 6'FROM CORNERS AND 24-O.C.AT HEAD/SILL. a , product : Series 450 Outsweng Doors& Sidelites 5�� date : 05-22-12 -sheet 7.1 of 7 ' H #12 SCREWS �K 2/ END I �#12 SCREWS 2/ LEG 2 ALUMXA1 " EXTERIOR / EXTERIOR j / 1 / INTERIOR INTERIOR HEAD CORNER DETAIL ADA STLL CORNER DETAIL SZ Pitontic r IiRVISEo CORNERS TO BE SEALED WITH RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION "«'+MNegwh►AwFidd. LOW MODULUS SILICONE SILPRUf, hvwmgcc* AcnpluwNo/ -l10 .67 E P1ra1M�71rte -1PC. 0l7 #12 SCREWS e �• 2/LEG #12 SCREWS MAIAOPA* cayrd 3/ END 2 X 2 X 1/4" ALUM ANGLE- I �t EXTERIOR EXTERIOR j INTERIOR • -`� _ADA SILL ® MULLION t DWG. NO.: 1N12-22 INTERIOR f<j En9r:JAVAD AHMAD �� a L c�► PANEL CORNER DETAIL q eu.C. 70(E �assz d ' � Wlndow� nd Door®. Ino. SO qg 10100 northwest 25 street miami,floddo 33172 STD, SILL CORNER DETAIL c=a product Series 450 Outswing Doors& Sidelites ° $ SE O 2 206. date : 05-22-12 sheet �.z or <m Andersen. ANDERSEN CORPORATION WINDOWS-DOORS A-SERIES OUTSWING DOOR - IMPACT BAY100ORT,M AVENORTH 100 O FOURTH AW VE 03-1096 NORTH INSTALLATION NOTES: P14 :(6502649150 FX:(651)264-5485 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GENERAL NOTES: x� LOCATION SHOWN,UNLESS OTHERWISE STATED, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM MANUFACTURED TO COMPLY WITH THE STH EDITION FLORIDA O R p NUMBER OF ANCHORS TO BE USEDED FORFOR PRODUCT INSTALLATION. BUILDING CODE(FBC),20121NTERNATIONAL BUILDING CODE AND o H'a Z i m 2012 INTERNATIONAL RESIDENTIAL CODE INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDINGTO THE FOLLOWING: WV' �O C)I 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHINATOLERANCE - Z Z �. �w OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT • TAS 201-94 N N LU LQi. • TAS 202-94 5 DETAIL(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). . TAS 203-94 TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ~j • AAMA/WDMA/CSA 101/I.S.2/A440-0S/O8 G ANCHOR TO THE NEXT. • ASTM 1886-02/05 4. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY,OR • ASTM 1996-02/12 CO ¢p a DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH OR 1141NCH ITW � m TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, a m EMBEDMENT. 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING 3 SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED LU •N-t IN PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF 5. FOR INSTALLATION INTO 2X BUCK USE N10 WOOD SCREW OF ¢ N o M m SUFFICIENT LENGTH TO ALHIEVEII/21NCH MINIMUM EMBEDMENT THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF p c $ v INTO WOOD SUBSTRATE. INSTALLATION. 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND TABLE OF CONTENTS m. f f Fes- N 6. FOR INSTALLATION THROUGH METAL FRAME USE#10 SELF-TAPPING ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ��/) SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM SHEET REVISION SHEET DESCRIPTION v PENETRATION BEYOND METAL FRAME SUBSTRATE. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE Z RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR 1 D GENERAL AND INSTALLATION NOTES 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, THE PROJECT OF INSTALLATION. O INCLUSIDINDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND q, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND 2 C ELEVATION AND ANCHOR LAYOUT H O MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF 3 C ELEVATION AND ANCHOR LAYOUT (�'� 1-1 w B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR 4 C PRESSURE TABLES 6 GLAZING DETAILS RE CORROSION RESISTANT MATERIAL OR HAVEACORROSION H o< o u c� u ' ARCHITECT SHALL PREPARE E SITE SPECIFIC DOCUMENTS FOR USE RESISTANT COATING. 5 C VERTICAL SECTIONS In w Q Imi WITH THIS DOCUMENT, w W o ¢ p 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT 6 C HORIZONTAL SECTIONS p 0 p o .g S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO O �+ INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 7 C COMPONENTS 6 BILL OF MATERIALS S S �+ � PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT u_ c EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF o w " . RESISTANCE. o .. MORTAR JOINT INTO FACE SHELL OF BLOCK. 8 C LOCK COMPONENT DETAILS o ¢ 10, INSTALLATION ANCHORS SHALL BE INSTALLED IN 6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT ACCORDANCE WITH ANCHOR MANUFACTURER'S WITH FIBERGLASS CLADDING. O ¢ m u a E INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN (MIN5G=0.40) Z 8@ SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 7,GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SPECIFIED BY THE ANCHOR MANUFACTURER. SEE SHEET 4 FOR GLAZING DETAILS. 0��� Q- WATER RATING ISSILE IMPACT RATIN �� �i,•`...i" / 11. INSTALLATION ANCHOR CASTRATES FOR PRODUCTS'HEREIN BASED ON SUBSTRATE MATERIALS WITH THE 8.DESIGNATIONS"X"AND"O"STAND FOR THEFOLLO WING: " 0.• n :OPERABCEPANEL FOLLOWING PROPERTIES: X Z, . A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 0:FIXED PANEL W/WATER LARGE AND SMALL li , B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. INFILTRATION MISSILE IMPACT RATED 9.CUSTOM SIZES AVAILABLE UPON REQUEST.CUSTOM DESIGN N C. GROWITH MINIMUM COMNIT PRESSIVE GTHSIRE CONFORMS TO ASTM C-90 _ •,�, PRESSURE WILL BE ASSIGNED EQUALTO NEXT LARGER STANDARD � •,• • WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT SIZE, ///d.�•,,, COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM 10.IN ACCORDANCE WITH THE STH EDITION FBC,WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR O T ( 4 C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI. SHALL BE OF A DURABLE SPECIES, m ' E. STEEL-MINIMUM YIELD STRENGTH OF 36 K51.MINIMUM WALL �� 2 CO THICKNESS OF 33 MILS(0.033"or 20 GAUGE).MIN.1/2"EDGE < Z >L 2 N Z SS.IN ACCORDANCE WITH THE FBC,DISSIMILAR METALS INCLUDING p.0 3 2 DISTANCE. FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM O p V F. ALUMINUM-MINIMUM I/8"THICKNESS.(6063-TS) UNIT FRAMING SHALL BE PROTECTED. DWG#: Digitally signed by Hermes F.Norero,P.E. A W0024 Reason:I'am approving this document Date:2015.04.20 18:34:16-04'00' SHEET: 1 OF 8 ACTIVE DOOR LEGEND E END(X) UNIT MAX. UNIT MAX. Andersen. Idersen. WIDTH 38.125" - WIDTH 38.125" x=ONE(1)ANCHOR THRU HINGE PLATE ANCHORS THRU END RECEIVER ACTIVE ACTIVE PANEL MAX. PANEL MAX: -WOOD OR METAL:THREE(3) -CONCRETE/MASONRY:TWO(2) WIDTH 35.10" . WIDTH 35.10" 11w D.L.O.MAX. D.L.O.MAX. -}•=ANCHORS THRU CENTER RECEIVER w 1 n o o w s•D o o R s -WOOD OR STEEL:FOUR(4) WIDTH 26.874" WIDTH 26:874" SEE TABLE -CONCRETE/MASONRY:TWO(2) tOO FOURTH AVE NORTH B c B C BELOW 4"FROM BAYPORT.MN 55003-1096 5 5 � 5 5 � rCORNERS STATIONARY DOORLEGENO(0) pH:(64p264-S170 F%:(65l)2645/80 L =ADDITIONAL FIELD DRILLED 3/16" ITW TAPCON ANCHOR FOR DOORS m EQUAL TO AND LE55 THAN 10'IN yg HEIGHT,APPLIES TO INSTALLATION Z# INTO CONCRETE/MASONRY O �y Fi,> SEE TABLE - - SUBSTRATES WHEN UTILIZING 3/16" o Z m BELOW ITW TAPCONS ONLY.ADDITIONAL O O (ll AWL END RECEIVER FASTENERS NOT REQUIRED WHEN I/4" U ¢ cc c: FOR DOORS OVER p U B'IN HEIGHT ITW TAPCONS ARE UTILIZED. !) UNIT UNIT 0 G •MIN.EDGE DISTANCES •• N MAX. MAX. ANCHOR CONCRETE CMU UJ a m W c g HEIGHT E F HEIGHT { 3/16-TAPCON 2 1/8" 2 3/8" °D 119.500" 6 "X�' 6 119.500" 6 "O" X" "O" 1/4"TAPCON 21/8" 3 1/2" FFF o " PANEL MAX. PANEL MAX. 17 "MIN.EDGE DISTANCES FOR INSTALLATION OF STATIONARY DOORS wi a HEIGHT \ HEIGHT ONLY o q 14 5 116.469" i 116A69"' in D.L.O MAX. 36\ D.L.O MAX. Do E f HEIGHT HEIGHT 103.437" \ 103.437" SEE TABLE SEE TABLE Z BELOW BELOW O 1 H o A D A D I a 5 5 5 5 ANCHOR LAYOUT ANCHOR LAYOUT LU w o P ELEVATION . ELEVATION OPERABLE STATIONARY g oho ANCHOR SCHEDULE < HEAD JAMBS o < m u SIZE MIN.ANCHOR MIN.ANCHOR MIN.ANCHOR ? (IN) CONFIGURATION MAX.FROM CORNER MAX.O.C. ANCHOR MAX.FROM CORNER QUANTITY AT � (IN.) QUANTITY (IN.) %% (IN.) QUANTITY AT QUANTITY AT ���� STATIONARY HINGE JAMB LOCK JAMB JAMBS O 38.125 X 119.5 X or 0 19.1 N/A 1 8.0,34.0,d MIDSPAN SO 13 5 Z \n - 3 38.125 X 95.50 X or O 19.1 N/A 1 8.0 6 34.0 8 10 1 4 m 38.125 X 82.38 X or O 19.1 N/A 1 8.0 d MIDSPAN 6 9 3 ���'•• @ 38.125 X 79.50 X or 0 19.1 N/A 1 8.0 A MIDSPAN 6 9 3 ���i,��y•*PROS�� NOTE: � 1) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED,TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND mT 1 1 w REQUIREMENTS. a g = Q F 2) HINGE REQUIREMENTS-DOORS GREATER THAN 8'IN HEIGHT SHALL UTILIZE 5 HINGES,DOORS GREATER THAN 6'-10 3/8"IN p c u y Z Y HEIGHT SHALL UTILIZE 4 HINGES,AND DOORS EQUAL TO OR LESS THAN 6'-10 3/8"SHALL UTILIZE 3 HINGES. . 3) RECEIVER REQUIREMENTS-ALL DOORS UTILIZE CENTER RECEIVER BASKET,DOORS GREATER THAN 8'TALL SHALL UTILIZE 3 END DWG#: RECEIVERS,DOORS EQUAL TO OR LESS THAN 8'TALL SHALL UTILIZE 2 END RECEIVERS(TOP 6 BOTTOM) A W DO Z4. SHEET: 2 OF 8 UNIT MAX. DOOR LEGEND(XX) WIDTH 75.25" Andersen. ACTIVE X ONE ANCHOR HINGE PLATE PANEL MAX. D.L O.MAX. p=ANCHORS THRU HEAD RECEIVER WIDTH 35.10" WIDTH 26.874' SEE DETAIL A BELOW -WOOD OR METAL:FIVE(5) -CONCRETE/MASONRY:THREE(3) WINDOWS-DOORS B C SEE TABLE L�SEE TABLE 5 5 BELOW A I BELOW 100 FOURTH AVE NORTH BAYPORT.MN 55003-1096 PN:(6S3)264AI50 FX:(651)264S4BS DO SEE TABLE o o / \ BELOW w a o a m m xI-L / \ •Idol®1• 2� < o¢is . 2 n q.uI�y� Vim¢ UNIT / 6 \ <w Cu m Z¢DOMAX. G F HEIGHT 6 6 o w G 119.500" "x" "x" DETAIL A a ¢ PANEL MAX. () HEAD JAMB RECEIVER w co m (1)ADDITIONAL 1 ADDITIONAL + n § HINGE FOR DOORS HINGE FOR DOORS HEIGHT OVER 8'IN HEIGHT OVER 8'IN HEIGHT �u N m r; a; D.L.O MAX. \ / a $ $ - HEIGHT > N 103.437" \� /� m � � o� Lo Z z A D w 5 5 j ELEVATION ANCHOR LAYOUT tn Ill o o � S ANCHOR SCHEDULE ¢ ~ HEAD/SILL JAMBS Z m SIZE MIN.ANCHOR �%% (IN) CONFIGURATION MAX.FROM CORNER MAX..O,C. ANCHOR MAX.FROM CORNER ��� 0 (IN.) (IN.) QUANTITY (IN.) QUANTITY AT 10. �� •,1•:•„3�� HINGEJAMBS 75.25 X 119.50* XX 17.75 MIDSPAN 3 8.0,34.0,A"MID5PAN 10 2 r, 75.25 X 95.50* XX 17.75 MIDSPAN 3 8.0&34D g LL F� 75.25 X 82.38* XX 17.75 MIDSPAN 3 8.0&MIDSPAN 6 v1°: F 75.25 X 79.50* XX 17.75 MIDSPAN 3 8.0&MIDSPAN NOTE: 1) FOR SILL ANCHORAGE,SEE ANCHOR LAYOUT AND LEGEND ABOVE. 2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED,TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND o m 00,Z V REQUIREMENTS. 3) HINGE REQUIREMENTS-DOORS GREATER THAN B'IN HEIGHT SHALL UTILIZE 5 HINGES,DOORS GREATER THAN 6'-10 3/8"IN a 3 =a: IIn Z o o �' HEIGHT SHALL UTILIZE 4 HINGES,AND DOORS EQUAL TO OR LESS THAN 6'-10 3/8"SHALL UTILIZE 3 HINGES. DWG#: AWD024 SHEET: 3 OF O A-SERIES OUTSWING DOOR UNITS WfTH DROP-NOSE SIU-(ITEM 20)HEIGHT WIDTH Andersen. DESIGNPRESSURE(PS CONFIGURATION G1 62 G3 - (IN') (w') POI. NEG. POI. NEG. POI. NEG. XX 7950 7525 65.0 80.0 65.0 80.0 'XX 82.38 75.25 65D 80.0 65D 60.0 . XX 95.50 6325 65.0 70.0 65.0 70.0- WIRDOWS-DOORS . 2 XX 9550 7525 65.0 70.0 - - 65.0 70.0 100 FOURTH AVE NORTH XX 10150 75.25 625 6625 625 6625 1 BAYPORT,MN 55003-1096 XX 10750 7525 60.0 625 60.0 625 Pit(651)264-9150 FX:(651)264-5489 XX 11350 7525 575 58.75 - - 575 58.75 m °" r--) XX 11950 75.250 55.0 55.0 1 55.0 55.0 o u 7 X 0r O 7950 38125 65.0 BOA 65.0 80.0 - j 77 Y X ar O 8238 38125 65.0 1 80.0 65.0 80.0 ZO X 95.50 32125 65.0 70.0 65.0 70.0 N OQ O 95M 32125 65D 80.0 65.0 80.0 - - �� S p X 9550 38.125 65.0 70.0 - 65.0 70D Z w u O 9550 38125 65.0 60.0 - - 65.0 80.0 N p V1 m W 0 10150 38125 65.0 77.5 - - 65.0 775 k' m !ate m O 0750 38125 65D 75.0 - 65.0 75.0 G m L Z O f1O.S0 38.125 65A 72.5 65D 72.5 O. , � U3 e X ar O 119.50 38125 65.0 70.0 - - 65A 70.0 111 o a mm w A-SERIES OUTSWING DOOR UNITS WITHOUT DROP-NOSE SILL ITEM 20) M 3 HEIGHT WIDTH DESIGN PRESSUREPSF - CONFIGURATION (IN) (IN) 61 G2 G3 n POS. NEG. POS. NEG. POS. NEG. c c g XX 7950 7525 45.0 80.0 45.0 80.0. XX 82.38 7525 45.0 80.0 45.0 80.0 - m 2 XX 95.50 6325 45.0 70.0 45.0 70.0 XX 9550 7525 45.0 70.0 - 45.0 70.0 (n XX 10150 7525 45.0 6625 - 45.0 66.25 Z XX 10750 7525 45.0 625 45.0 62.5 LJ ^ XX 11350 7525 45.0 58.75 - - 45.0 58.75 O Z XX 11950 7525 45.0 55.0 - - 45.0 55.0 /H�/11 0 w XcrO 7950 38.125 45.0 80.0 1 45.0 BOA v� XorO 82.38 38125 45.0 80.0 45D 80.0 X 95.50. 32.125 45.0 70.0 45.0 70.0 0 95.50 32125 45.0 80.0 45.0 80.0 Lu (n X 9550 38125 45.0 70A- - 45.0 70.0 v O 0 95.50 38125 45.0 80.0 - 45D- 80A = g 0 101.50 38.125 45A 71.5 45.0 77.5 a 0 O 30750 38.125 45.0 75.0 45.0 75.0 ry 0 11350 38.125 45.0 72.5 45.0 72.5 X 0r O 11950 38.125 45A 70.0 - 45D 70.0 p t m v Z 3/4"O.A.I.G.LAMINATED GLA55 7/8"O.A.I.G.LAMINATED GLASS `� 77 1/2'O.A.LAMINATED GLASS CONSISTING OF: CONSISTING OF: ��%% 0 CONSISTING OF: 5/32"TEMPERED GLASS, 5/32"TEMPERED GLASS, 7/32"ANNEALED GLASS, 5/16"STAINLESS STEEL SPACER, 5/16"STAINLESS STEEL SPACER, •• / 0.090"PVB INTERLAYER BY DUPONT, 3/32"ANNEALED GLASS 5/32"ANNEALED GLASS 7/32"ANNEALED GLASS I F 0.090"PVB INTERLAYER BY DUPONT, 0.090"PVB INTERLAYER BY DUPONT, ffi 3/32"ANNEALED GLASS 5/32"ANNEALED GLASS : s F- EXTERIOR SILICONE 0 EXTERIO*INTERIOR DOW 9-1350 EXTERIOR DOW 9-1350 �i���G ••. $ SILICONE SILICONE 1/4"X 1-112"STAPLES1/4"X 1-1/2"STAPLES (18 GA.GALV. 1/4"X 1-1/2"STAPLES (18 GA.GALV. (I8 GA.GALV. o a 1 311 MIN.GLASS STEEL @ 8"O.C.) MIN.GLASSSTEEL @ 8"O.C.) MIN.GLASS STEEL @ 8"O.C.) a Z 5=5 Z Q F BITE 9/16" INTERIOR BITE 9/16" BITE 9/16"^ o"Do3 = Z INTERIOR DWG#: 9999R GLAZING DETAIL 1 GLAZING DETAIL 2 GLAZING DETAIL 3 AWD024 ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS OF THE FBC SHEET: A OF SEALANT BETWEEN CONCRETE/MASONRY #10 SELF-TAPPING SCREW CONCRETE/MASONRY 6 2X METAL STUD �„ WOOD BUCK BY OTHERS BY OTHERS INSTALLATION ANCHOR FRAMING BY OTHERS Andersen. 2X WOOD BUCK SHEATHING 3/4"MIN EDGE DISTANCE BY OTHERS - BY OTHERS 3 THREADS SEALANT BETWEEN '•• •�'•1,•. 1-1/2"MIN.EMBEDMENT SEALANT BETWEEN MIN.PENETRATION FIN 6 2X " '' #10 WOOD SCREW FIN S SHEATHING BEYOND METAL FRAMING �Y(a o o ws-DOORS WOOD BUCK INSTALLATION ANCHOR EXTERIOR FINISH EXTERIOR FINISH BY OTHERS ;% M BY OTHERS PERIMETER SEALANT BAY PORT MNTH e°wo-1096 BY OTHERS PH:(681)264.9170 FX:(661)264 5109 PERIMETER 5 5 91/4"LAX.SEALANT 1/4"MAX. m TT BY OTHERS 8 HIM SPACE 8 SHIM SPACE u# n ac 0 4 o 22 1 22 1 O ~j vi m O.A. 13 15 O.A. 13 15 w o 0 u�+ �• DOOR DOOR (4 M a(Lu u HEIGHT \ 7 HEIGHT / \ 7 a a3y = j 1 I/ 1 w (m� EXTERIOR 3 INTERIOR EXTERIOR 3 INTERIOR 24 6 w ¢ Jwc a w mm t% SEE GLAZING + N SEE GLAZING DETAILS N o v VERTICAL SECTION DETAILS VERTICAL SECTION n $ • HEAD-2X WOOD FRAME 5 HEAD-METAL STUD FRAME m Z ° Z � a INTERIOR EXTERIOR 6 tii c w w < O.A. SEE GLAZING DOOR HEIGHT DETAILS < o N NOTE:ITEM 20 OPTIONAL.SEE -PR Z < m PRESSURE TABLES ON SHEET 4 FOR DETAILS. �� i `` ` .`\,�.• •••b 13 ITW TAPCON p V• •LL INSTALLATION ANCHOR,SEE TABLE 2 9 (OPTIONAL,SEE CHARTS ON LL I g SHEETS 2 6 3) N ~ 20 1-3/4"MIN. y ~. 'MIN.EDGE DISTANCES �i�G EMBEDMENT �� d,••.,,, , ANCHOR CONCRETE CMU •. 3/16"TAPCON 21/8" 2 3/8" SET SILL IN BED OF • '!;. .;; 1/4"TAPCON 21/8" 2" SEALANT OR WET CEMENT .r m m N ,,,•• : SEE SHEET 2 FOR ALTERNATE EDGE G$ = _ CC CONCRETE/MASONRY DISTANCE FOR INSTALLATION OF a o o N Z. BY OTHERS SEE TABLE FOR STATIONARY DOORS DWG#: EDGE DISTANCES VERTICAL SECTION AW0024 5 SILL•CONCRETE SHEET: 5 OF 8 3 THREADS MIN.PENETRATION - 1 3/4"MIN. BEYOND METAL FRAMING M MAX. 1/4".MAX. —"� EMBEDMENT SHIM SPACE SHIM SPACE CONCRETE/MASONRY Andersen. METAL STUD �• 2 1 15 10 16 6 6 10 15 1 BY OTHERS FRAMING BY OTHERS �� SEALANT BETWEEN #10 SELF-TAPPING SCREW CONCRETE/MASONRY&1X INSTALLATION ANCHOR INTERIOR INTERIOR •: . WOOD SUCK BY OTHERS W 1 R D o W B-DOORS ITW TAPCON TH INSTALLATION ANCHOR AYPORoo .MNRTH 55 03-W9 B)2".51•MN 750D3-)26 . •�.;� (SEE TABLE) PW(671)26N170 FX:(671)26471l7 r gg m iy` i•` SEE TABLE FOR u g SHEATHING EDGE DISTANCES o BY OTHERS / a o m"1 SEALANT BETWEEN p "� FIN&SHEATHING IX WOOD BUCK < a w EXTERIOR FINISH t SEE GLAZING BY OTHERS Q p m Q m BY OTHERS 5 8 13 DETAILS SEE GLAZING DETAILS 3 13 8 12 5 SEALANT BETWEEN w w R PERIMETER SEALANT 3 EXTERIOR EXTERIOR FIN&1X WOOD BUCK )ii = oc c O.A. u 10 E BY OTHERS DOOR DOOR EXTERIOR FINISH u) co i WIDTH WIDTH BY OTHERS a m 2 PERIMETER SEALANT HORIZONTAL.SECTION F�HORIZONTAL SECTION BY OTHERS a h N N 6 JAMB-METAL STUD FRAME 6 JAMB-3XWOOD FRAME 24 13 INTERIOR 21 6 "MIN.EDGE DISTANCES 13 In . ANCHOR ICONCRETE CMU Z 3/16"TAPCON 21/8" 2 3/8" 11/2"MIN. 1/4"TAPCON 1 2 1/8" 2" O Z EMBEDMENT 1/4"MAX. *SEE SHEET 2 FOR ALTERNATE EDGE SHIM SPACE 2X WOOD (;'''`•:.. = '' 1 DISTANCE FOR INSTALLATION OF H 2 STATIONARY DOORS ' FRAMING BY OTHERS <o ui #10 WOOD SCREW 15 17 18 a u a INSTALLATION ANCHOR 10 6 11 INTERIOR EXTERIOR 3 '� b EDGE DISTANCE 19 SEE GLAZING DETAILS N < HORIZONTAL SECTION o 9 G© ASTRAGAL Z < m u USED ON DOOR HEIGHTS OF 8'OR LESS SHEATHING 24 INTERIOR 6 13 23 BY OTHERS 13 �� �.'\�•••••s SEALANT BETWEEN FIN&SHEATHING LL: EXTERIOR FINISH U) SEE GLAZING BY OTHERS 5 8 13 3 DETAILS PERIMETER SEALANT BY OTHERS O.A. EXTERIOR ���'/�y•�c PR����� DOOR OnS co, "N WIDTH 17 19 o x Z_ ;5F HORIZONTAL SECTION 3 EXIOR 3 c Z TER STATIONARY JAMB-2X WOOD FRAME SEE GLAZING DETAILS DWG#: I HORIZONTAL SECTION AWD024 6 ASTRAGAL SHEET: L OF a USED ON DOOR HEIGHTS ABOVE 8' f;J BILL OF MATERIALS Andersen, I DESCRIPTION MATERIAL MANUFACTURER FRAME HEAD/SIDE JAMB O FRAME SILL FRAME SIDEJAMB WOOD ANDERSEN 1 2 FRAMERAME SILL FIBE ANDERSEN 3 PANEL TOP PAIL 6STILE WOODOOD WOOD FIBERGLASS ANDERSEN TYP.WALL THICKNESS 0.090" 4 PANEL BOTTOTM RAIL WOOD ANDERSEN 4242" -+� 6.200" 5 FLANGELANGE PVC ANDERSEN I wlxoowa•000Rs 6 PANEL GLAZING STOP WOOD ANDERSEN - 7 PANEL TOP RAIL FILLER FIBERGLASS ANDERSEN 1DD FOURTH AVE NORTH B H BAYPORT.MN 55W3-1D96EAD/SIDE FRAME CLADDING FIBERGLASS ANDERSEN 1722" PH:(651)264-5150 Fx:(651)264-5485 9 BOTTOM RAIL FILLER FIBERGLASS ANDERSEN 10 PANEL STILE FILLER FIBERGLASS ANDERSEN 11 ASTRAGAL ACTIV FIBERGLASS ANDERSEN 1.01� } U#12 HINGE STEEL ANDERSEN I G' 13 WEATHERSTRIPPING PVC ANDERSEN - N a w< m 14 HANDLE - ANDERSEN 15 PANEL STOP WOOD ANDERSEN 16 1 3PT.LOCK SYSTEM STEEL ANDERSEN V' 17 SPT.LOCKSYSTEM STEEL ANDERSEN O PANEL TOP RAIL&STILE O PANEL BOTTOM RAIL o m e I8 PASSIVE LOCK SYSTEM STEEL ANDERSEN WOOD WOOD Q U)50 m 2 Q m 19 STATIONARY PANEL CLIP STEEL ANDERSEN 5 0 Q < 20 DROP CHANNEL ALUMINUM 6063-T5 ANDERSEN {►--- 4.113" Lu 21 .ASTRAGAL PA FIBERGLASS ANDERSEN I 8'824" " as a 22 WEATHERSTRIPPING HEAD PVC ANDERSEN W Wco 23 ASTRAGAL(PASSIM FIBERGLASS ANDERSEN 24 MONO GLAZING STOP WOOD ANDERSEN 1,719" n o M 1.719" 24A GLAZING STOP WOOD ANDERSEN 25 4 PT.LOCK SYSTEM STEEL ANDERSEN + �-• N aZ 26 6PT.LOCK SYSTEM STEEL ANDERSEN I 1 Q O g • 27 PASSIVE LOCK SYSTEM STEEL ANDERSEN O FLANGE 6O PANEL GLAZING STOP O HFI ED/LS SDE FRAME CLADDING 11 ASTRAGAL(ACTIVE) 13 SANTO RENE(WEATHERSTRIPPING ROMETER:70) Z TYP.WALL THICKNESS 0.05" TYP,WALL THICKNESS 0.082" L TYP.WALL THICKNESS 0,047" 0 1.969" 0.500" 0.875" 4204" 1.2501, 0.893" H OZ 1.736" 0. � 10.678" F-1jjj GS o —T < 0.384" Lu � 2.322" Ln o � = o 15 PANEL STOP 19 STATIONARY PANEL CLIP 20 DROP CHANNEL 21 ASTRAGAL(PASSIVE) 23 ASTRAGAL(PASSIVE) a "s WOOD 0.681" STEEL ALUMINUM 6063-T5 FIBERGLASS FIBERGLASS < TYP.WALL THICKNESS 0,015" i 1.228" 1.396" - II 0.965" I ���� 1.828'. 0.938" -�{ 3.621" 3.621" ``�� ��•,..t......,e / i 24 MONO GLAZING STOP 24A 7/8"GLAZING STOP WOOD. WOOD 1i 1 H i 3.269" 3.269, 0.734" � 0.875" 0.875" �'���b�'•• I+wn FOR USE WITH DOORS TALLER THAN 8' ���� S' •*pR0��� T F ¢O Z Y= ¢~ 0.403" �+- o 0 13i: VV))Z OWG,#: AWD024 SHEET-7 OF 8 ACTIVE SINGLE DOOR(8'OR LESS) ACTIVE DOUBLE DOOR(8'OR LESS) PASSIVE DOUBLE DOOR(8'OR LESS) ACTIVE SINGLE DOOR(ABOVE 8') ACTIVE DOUBLE DOOR(ABOVE B') PASSIVE DOUBLE DOOR(ABOVE B') Andersen. �]�Y��u` 16 SPEE LOCK SYSTEM 17 5sPT.LOCK SYSTEM 18 EEL PASSIVE LOCK SYSTEM 25 4EEL sPT.LOCK SYSTEM 26 6TEEL sPT.LOCK SYSTEM 27 EEL PASSIVE LOCK SYSTEM And ` r' 0 0 0 0 0 WINDOW{-DOORS O ® B 8 8 100 FOURTH AVE NORTH BAYPORTMNPH:(651)26<-0150 F%(631I 264-5485 O m * .16 m c W� m� m " o O avc W yQ guim a � a C. ULJ A G N ~ N p 1 1 � •'y 1 1 O m H o : p0 Z O `Q z D � O 0 O < o ° UJ a o o p V a o 8 ; c ® : 1I ii a o Z o � o ! ° • Z ! m V g a ..Lc b I ��7 �. O y= uZ in ° DWG#: AWD024 SHEET: � $ .OF 8