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HomeMy WebLinkAboutNotice of Acceptance-17-2018-20 MIAM I•DADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have'this product or material testedfor quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,.or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 150"Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT:Drawing No.W10-31 Rev 0,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County Product Control Revision stamp; with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels for the entire unit,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly.For Doors w/corners,see limitation note 4,below. 3. Max shim not to exceed%2"at Head/jambs&1/2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 90°& 135°exterior corners must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout, 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. ,I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-1011.18 and 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 Ishaq I.Chanda,P.E. NOA No.17-1218.20 MIAMFDADE COUNTY j Expiration Date: September 22,2020 APPROVED Approval Date: April 12,2018 bk\1/46 Page 1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets''1 through 28 of 28,prepared by Al Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 90° corners,prepared by Architectural Testing,Inc.,Test Report No.D8502.01-450-18, dated 12/07/15 respectively,both signed and sealed by Joseph A. Reed,P.E.(submitted under file#15 0619.06) 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 marked-up drawings and installation diagram of 6-panels Alum SGD w/Pockets& OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W&-W-1, dated May 22&23, 2014 respectively,both signed and sealed by Ramesh Patel,P. E. (Note this test reports have been revised by an addendum letter dated SEP 24,2014,issued by Certified Testing lab.) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P.E. along with marked-up drawings and installation diagram of a series 7400P0 Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked-up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16,signed& sealed by Ram sh Patel,P. E. -""6% -.- hag I.Chanda,RE. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 • Approval Date: April'12,2018 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 - 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-1208-090,dated July 30, 2010,signed and sealed by Vinu J.Abraham,P. E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing,Inc.,Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham,P. E. (submitted under files#13-1121.08/#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition(2014),prepared by Al—Farooq Corporation, dated 02/24/16; signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) "Saflex Clear and colored glass interlayer",expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their"Butacite® PVB Glass Interlayer.", expiring 12/11/16. I, F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition(2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad,P. E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. I haq I.Chanda,P.E. Product Control Examiner NOA No.17-1218:20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-2 i CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA#15-0619.06, expiring on Sep. 22,2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc., as well as Duraseal® and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon,P.E. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda,P.E. 4. Test proposals# 13-1098, approved on Oct 02, 2013 and revised on FEB 24,2014, signed by Manuel Perez,P.E.,test proposal# 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal#09-1073, approved on Nov. 05,2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev 0,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05,2018, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017(6th edition)and No Financial interest,prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#17-1011.18,expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22,2020 Approval Date: Apri112,2018 E-3 IiinU U mi tit P O z Mg J p 2ma m F 2 .p a g a Z g o �'- cc. L 'w Or- V Ogg • aa:c $ Z ILZo j u ro 3 hN U m cM in g o o 8 L a o W CYui c • S_ m0n � THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. €d 3o PI N SHUTTERS ARE NOT REQUIRED. 0 SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOORP V O A d uDucrvueo DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON 0.010...44.s eiLY tic moor , DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING 'AateptaaceNo 1 Z.( •2v MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. Explodes Date -20 APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED ` `reiluel C, .,• g BY BUILDING OFFICIAL. � W THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a B REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE d b 3 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). e. .,e 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE .o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. LAMINATEDGLASS AND =«e m m AZS NCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS; LAMINATED INSULATING GLASS a Hs AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT 2,2-a .. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED __'"____, ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE �`11111111H//,,,, c 1 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USING APPUCABLE ASCE 7 STANDARD. `\�Jp,Q..::�_�i�' MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 I1 5 q 6 't•..VO •-• 1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE GLASS TYPE AND REINFORCING TO USE. MAR 0 2018 �t ,, • •• a k h REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. �,, ,r-� _ to THIS PRODUCT APPROVAL IS GENERIC ANDDOESNOT PROVIDE INFORMATION STEP USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION _. i ..I _ FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT,ADEQUACY WITH DESIGN ABOVE.TING MORE THAN DESIGN LOAD SPECIFIED t OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR IN STEP 1 --..":1:1.,.. `NTA I of .•4,....2 'drawing no. WATER INFILTRATION RESISTANCE ETC. . CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP SHE LOWESTL VALUE RESULTING FROM STEPS 2 AND 3 ¢� 4 ',,1S..Rz,'H1*.•4 fe'S W10-31 SHALL APPLY TO ENTIRE SYSTEM. •.A AND TO BE REVIEWED BY BUILDING:-.OFFICIAL - -- - - -- ---- --- - - - -- - _ - _ _ �4S/ONIAL ry��� r,11III11111 (sheet 1 of 28) 6' 3• (8)ANCHORS V !b � r 1 ," -`CLUSTER SHOWN l� splI 3 z_ MAX14 __ 3 TRACK 0 b r i 282 13/16'MAX. HEAD ANCHORS I• '''.g DOOR FRAME WIDTH - g 8. 5 I1 ANCHORS IN PAIRS 2,H,33 ORC4 PAIRS HEAD/SILL LL O�qp`,v U 48 1/8' tee. �Tu N - AT HEM/SILL/JAMBS AT STILE ENDS SEE SHEET 15 IZ o t NOM. PANEL WIDTH AT 3' O.C. 6°MAX. 1 13/16' SEE CHART ON SHEET 15 OHg Q g H pFALSE MUNON FOR CAPACRY CORNERS VpZ_ _MIN. OPTIONAL OIIO --- O - 101, I I 1 ( I ) 1 I 1` 1 I I I, I I (II I) I I ( II(; I I _ Calc • • g J • pati I t4 DI Eg REINFORCING Q �_G 1...4 1i AT INTERLOCKS LL Z 0 F/� OPTIONAL J t7 m' II I u,:■ SEE SHEET 13 O 462M0 li O I �'II ICY 0 j� O FOR CAPACITY M Er y10 1/8ti 1 / n m yy.L OP(�,i11 2 POINT 42 1/8' 0 a.x 1O 0 �n c5 =T====T=== SINGLE LOCK - D.L. OPG. • o 3 w \ao• Ij �� j, % SEE SHEET 24 _ . J S n c J II I FOR DESCRIPTION % /> // \ Z _ II II 1 .8 xL, : a a II14' m3 �m �n - I 11 a a c ®g iI. I, �J Z¢I II 3 NM •O O O `. 0 B D F co 30 .� )3 0. -� " `A I II I I I I I I I / I I I I'I , I I I I I I I I , I I ( 111 ; I I I ------ - — yr POCKET JAMB 1 SILL TYPE B2 ANCHORS (SEE SHEET 6, 8. 11 �d it • - 2, 3 OR 4 PAIRS 48 1/8' & 12 POCKET 7n'0 AT STILE ENDS INTO CONC. 48 1/8' PANEL WIDTH SHEET DETAIL M ON JAMB ANCHORS (6)ANCHORS PANEL WIDTH 3 TRACK CLUSTER SHOWN AT 3'O.C. 23) (SEE SHEET 23 FOR t{ JAMB ANCHORS �` SEE CHART ON SHEET 15 TYP. INSTALLATION) �i FOR CAPACITY b I : : : ,.' : . ... : ::: ::: ::: 0 r I 6 to 6'F� 14° �F� RkODUCf REMO)the o e 2 i 3 TRACK �°°sYb'Vi with the Melia 9 b i o • SILL ANCHORS fWMfesO� z n Mcspbaa NØ________1742/ .z, O O O 6yiI( dte I( y n is O r° ,1 11 o i Proict Carol w'p o n o v I I 22,.. . 8' 8' 8' 1..8:1.8:1 18.18.1 8'I 18'18'11.6413:1 8•` .. ., - ., (I)WEEP CLUSIER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)86FP 011SIFR (2)EEEP QLSIER (2)WED'CLUSTER (1)WEEP MBsits • •s°NO T��•,, d u TYPICAL ELEVATION �`/ 1 VOII �% o • TESTED UNI -/ ' '1 ! - 6 -§ '. 14 MARp5 �J 6a - ,_ ; F. D.L OPFNING (O�o :ATE F :' � drawing a no. D.LO HEIGHT = DOOR FRAME HEIGHT- 9 11/16° OR1D 'G\��� __ _ _____ - D.LO. WIDTH = NOM. PANEL WIDTH - 6' �'i;S ••-••'' �� W10 31 - -- - - --- -- PANEL HEIGHT =-DOOR FRAME HEIGHT -1 3/16' - - - ***se, (sheet 2 of 28) — • --�{6' 3' (8)ANCHORS • Of�(, U I I— -1 r— / -`CLUSTER SHOWN V "-r: ....11"'' j.... .... 2 TRACKIV I 1.. 1 HEAD ANCHORS rio :7:1= 14' Z magi 0 b -. end 190 9/16W MAX. 1=8 x i i DOOR FRAME WIDTH Q y dq G o FALSE MUNTIN 14'MAX. O G oq -2 r, OPTIONAL ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL O N AT HEAD/SILL/JAMBS 3 OR 4 SIRS - 0 0 Pa u. AT STILE ENDS SEE SHEET 15 6'MAX O C W SEE SHEETS AT r O.C. 0G go 1 13/16' 77, 79&21 SEE CHART ON SHEET 15 CORNERS R 0 O 0~ MIN. FOR FlX. PANEL o FOR CAPACITY O 2 o ATTACHMENT - 7o i i 0 a o o S 1, — 0.8 11I(g 1 z REINFORCING • 4 LLZlpn_a ' JI7 OPTIONAL f9(D ISP it IIo J1 1 Q 622,0 FOR CAPACITYr^ __4-==d�== © • II+11I / IkI,,TLCL m a U a 11 II 2 POINT 42 1/8' _ C G1° -__ ==== === SINGLE LOCK • SEE SHEET 24 D.L. OPG. a hN®' = n= 1I II FOR DESCRIPTION a m , \ •z m o •• N m O II ' IOY yZ 6 === - - === // // 4 2 c w �ii ' /. '0 cs) ° ., • PHO I /' I II '/ I• ...,/, .7, O 01 1- O • II II Os S ;";71T NM m I z M n II1� 1I o rc 1 0 -o 3 • N i,---"11 ��U ym rZ C ZG-2 B1 D1 2,23001 c 05-6¢ 0 I I I (III) I I `(II ) 1 I (II I I I ----- - — r v�� ). IT • F T lyrooDcrREy� — m w 514E TYPE B2 ANCHORS y 2 TRACKS 2.3 OR 4 PAIRS 48 1/8' 48 1_..7 /8° POCKETftuifing�,�wl\t�epyyr JAMB ANCHORS In o AT STILE ENDS PANEL WIDTH JAMB ANCHORS Ak4�hoce No PANEL WIDTH 1 Hg AT 3'O.C. EtfderTiw Daoe2o SEE CHART ON SHEET 15 � ?.V "`^ FOR CAPACITY o f€ B I a RtY �ouu CoaMo7 j 33'P., II I' • I'• (:::` I SILL ANCHORS u B.I U n= �B•I-.- �'I (6)ANCHORS v a:i rc MAX. CLUSTER SHOWN n D.L. OPENING 4.; d^7 D.LO HEIGHT= DOOR FRAME HEIGHT - 9 11/16° •G o S ni II- B D D.LO. WIDTH - NOM. PANEL WIDTH _ 6' '5.o 0 0 0 z. PANEL HEIGHT = DOOR FRAME HEIGHT-1 3/16' LI.. LE.]IE.I 18.18•I 18.18.1 8� 8� LEI ```�7GENUI II�•,q�?��Q� b -i_--„- a)®ousm (>J®aum fU vPaa¢u O7 IMP CLUSTER 7q�ausm MAR 5 �``��J' s c n 0 2010 ...,... a a >�= a TYPICA(TEL ELEVATIOD UNIT) N /.• 416592 = �1 _ ��OF ;' � drawing no. R_.or..:......� W10-31 REFER TO PAGES 14. 15. 17 & 18 FOR WEEP SIZE. %SSS `, - - - ipAr 1AL7`�,�� (sheet 3 of 28) _ • (8)ANCHORS .`,N 6' 3' CLUSTER SHOWN (8)ANCHORS o (SEE SHEET 22)— .. CLUSTER SHOWN //�� n i 1, ; 0 z M4 EXTERIOR EXTERIOR `• � 3 TRACK 1114 y p � n 149 5/16' 146 9/16' 97 3/4' HEAD ANCHORS r `.i 2 - DOOR FRAME VADTH DOOR FRAME WIDTH DOOR FRAME WIDTH 1I'8. G o FALSE MUNTIN HEAD ANCHORS 14- HEAD ANCHORS 0 00&_0 g.v..N U OPTIONAL-\ ANCHORS_ IN PAIRS 2. 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS d G7µWI 48 1/8' AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 5'MAX. D C • NOM. PANEL WIDTH a 0 AT J'O.C. SEE CHART ON SHEET 15 HEAD 0 t y t9 97 SEE CHART ON SHEET 15 135 FOR CAPACITY SILL 1 13/16• Q G er1 In A _ C E FOR CAPACITY -_ CORNERS MIN. 8„:1 0 -- _---J - I J (I I`, O (•I `I I) O I I\� I I (I I I) I I (I I jam) I I �! - - II 1 1 I I I I 1 — p e� w .- -. i --- _ .. ¢ • i REINFORCING f- Ii. z H_, N �,L 1F • AT INTERLOCKS J / 13 T===1 OPTIONAL — 0 OII I..I 0 SEE SHEET 13• 46;1E0 _ Z I• I it O O FOR CAPACITY © %/ © O leg t 1 'I__ y�== 2 POINT _ o -- vat! 1 DOUBLE LOCKS j• 'a N z m • I#2 1 61 —I SEE SHEET 2T v2 \o �.L.OPgj FOR42 42 • =3 V o m • ___+__=_ __= CO m 0 DESCRIPTION D.L OPG. 2 POINT D.L OPG. — C l 3 II II g, cm DOUBLE LOCKS a li / it • _ /' • SEE SHEET 24 e z 1 • II�/ II m m W "> i/ to a j/ j/' 'A 7FORDSCRIPON �� O Co IL I O a / 0_, /,� •/� / �� _ �j 6 0q� ---,f`/--�F-' 0 `t- _�� di> '0 (�!� )Ils^I'�sl 0, ,,i.m �I I� — .. 3 3 NM m ym • O O O .7-'g m oL.1 2g • _. - I I I (III i I I (.II I i I I I) I I (I I I i I I C I I I i I I Ir.,I I III) I I t I I I i I I I i 1 PET _ ------SILL TYPE B2 ANCHORS — 48 1/8' - 48 1/8" �W SILL TYPE B2 ANCHORS 48 1 8' / m JAMB ANCHORS 2 OR,4 PAIRS 2, 3 OR 4 PAIRS / PANEL WIDTH 48 1/8' -a¢ AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH PANEL WIDTH 3 TRACK m SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS m`o FOR CAPACITY SEE CHART ON SHEET 15 8 FOR CAPACITY o i �I-I��"T�-,-�,7��\ c 8 6 co • j6-1._ 14' � ' (4)ANCHORS) EXTERIOR () ) EXTERIOR J TRACK '� z n g MAX. TYP.. CLUSTER SHOWN CLUSTER SHOWNSILL ANCHORS -, (SEE SHEET 22) ESTER UN d (T IT) 0 e- TYPICAL ELEVATION •"v o^- a. y8,s z o IP RODOCf REV!!® ,� .s o.mply{.g wap die FLAN 1I I 11111 -, Aooccfol1HFa.cceno I'1-ILIFI Zo \\\c`I ''," . Ac1+c.u..ac. MAR 0 5 'nirt .\`�`! ENS '�, i to 7 .Un,.L.. �.`, D5s2 ----- - arr 1►OW P un C. .& * :g7_ e 8 -8 _ • C1 TeoF . drowing no. '•, •.ftolrD�. G��\ W10-31 ',, quiNALI�\`os (sheet 4 Of 28) - DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED •ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS RV IIIIIIIk3 r%- ......ad CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y a +•"1 �^ ARE PRESENT. -�m 3 Mr Li 0 - H © ■�I=— =�, FOR DOORS USING 90' & 135' CORNER STILES0 hmLIMIT MAX. DESIGN LOADS TO t60.0 PSF F °'1111 11OO`v v r�LE�mll■i d xxx (SHOWN) © Ho EXTERIOR 0 _' © n xxo o1XXX(REVERSE) DOOR FRAME WIDTH FRAME WIDTH 0 a O 0� � NON-REINF. INTERLOCKS Q • SEE CHART ON SHEEP 13 M . 11 J ° J — , l .1 == �LMI Q E 112 2 0° o o . _I . • _1 mO OL IL _ 1 MAIN SG 1' i nr. XXXXXX(SHOWN) ©`_ 0 EXTERIOR 0 J' 0O _' © OXXXXO 90'CORNER DETAIL 0 ON SHEET 22 - NOM. PANEL WIDTH O 135•CORNER DETAIL'P'ON SHEET 22 0 O R OPTIONAL IN LIEU OF J1 g O a - u- DOOR.FRAME WIDTHI I FRAME WIDTH PANEL WIDTH fj ° ° 1 �� �� _ _ I - 3.n A yy o mimmMI Illmmg i ie,... aL ii=---- ---.1EN __ mi....„■ xxxxxx(SHowN) © O 0 ® `. 0 0 K0 .Ronucr REV® EXTERIOR gp CORNER DETAIL'0'ON SHEET 22 tlamply*Nththe Mali 135•CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS beading Cede OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 Acceptance No 17-12ik2p N o DOOR FRAME WIDTH FRAME WIDTH an:tamOnt.-4+242og u PANEL WIDTH D, tS�..., -`-""s„'`'_� tea- W B /.� Mir' ProiocT Conn* .2' a ISL J' 61 C 1 XXXXXXO(SHOWN) © 0 EXTERIOR 0 ® `' 0 0 0 1�NIIIJI o O135'CORNER DETAIL'P'90'CORNER DETAIL'0'ON SHEET 22 ON SHEET 22 NON CHART INTERLOCKS `s� J�4t/./41 *, o OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 Y.:'. 0 •� � APPROVED CONFIGURATIONS NOTE: MAR 0 5 2018 :-.-'4, 7 ° / _ $ _ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 13 l g= _ NON-POCKETED DOORS, (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. %p TE OF :.,1----,(1 IVW�� drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS W1 0_Z 1 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. '.�`es, ; oR1D�;.•'G��;. J THREE (3) TRACKS - --- - - 4.-DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. - - - - ��,,,-0-0P/Al.. ••� r,UUT11,1 (sheet 5 of 25) DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED V c� DOOR FRAME W. 5 ' EL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS /I3� nn r __ ___ SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o Lr „t..-_� _�_ - - SEE CHART ON F. H Y L - JI • ARE PRESENT. m W O © �I, FOR DOORS USING 90' & 135' CORNER STILES 0 b" H r' rill LIMIT MAX. DESIGN LOADS TO t60.0 PSF °j �d a. del-16A O - �lIMIIIIIMMINIJ oo ni e-.1r �r IYcc 4 ® OH RIOR O . © 0 G y P PXXX(SHOWN) p G XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH p�rc C a o aco EL WIDTH NON-REINF. INTERLOCKS - - --I—_ p/23 . d ____� __ _- ' SEE C ON SHEET 13 1 C 2 CI it r �35� O �e nE J, LL z fom�f g O !g� fO 0G O j Y V i ..�_� rill Tj� rJ Q W OIS'rj, ILFti-4; d Oma . P �D •Wa a �I � �1ry_.._ �IpV < 1 1 OO ��= -1 •IL -- �1 � a 3 U. PXXXXXXP(SHOWN) O O EXTERIOR Q N 95 CORNER DETAIL'0'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 In OPTIONAL IN LIEU OF J co G L DOOR FRAME WIDTH I c FW- DOOR FRAME WIDTH I NON-RENF. INTERLOCKS C c/ 1 SEE CHART ON SHEET 13 mi` ° ^ o Cal H H O H O �� �� _ _ -�L— Jil - O n N 0 .'871 PXXXXXX(sHOWN) O O EXTERIOR O 0 �� O PANEL WIDTH O *tOD11CrREVISED O XXXXXXP POCKET CAVITY NOT BY CGI 95 CORNER DETAIL'0'ON SHEET 22 - - °� h g Csd*ill.IIIc nor* CORNER DETAIL'P'ON SHEET 22 Ratan NOT PART OF THIS NOA OPTIONAL IN LIEU OF J ansplaCa No 1 2/$•� • N N DOOR FRAME WIDTH ��a�Date w L DOOR FRAME WIDTH b �` r NON-REINF. INTERLOCKS r `o H ,-=----1- �..-.--- OWN •—✓• -- - 4 SEE CHART ON SHEET 13 ProiuefCw4rU 3 3 L r _ — - a 3 .,6000 00222 w Y °U O H O (H . ____ ���, 111 _ 1�� n I r _g_ f PXXXXXO(SHOWN) O O O ® `. O O NO 1 c ^ EXTERIOR PANEL WIDTH 11111111 OXXXXXP 95 CORNER DETAIL'O'ON SHEET 22 - ``,`1 1,,T/' _ 135 CORNER DETAIL'P'ON SHEET 22 `,` .,II'0Pi Ns.y-.�i., I APPROVED CONFIGURATIONS OPTIONAL IN LIEU OF J �� g.::-.19 •, :::!O i I POCKETED DOORS (NON-REINFORCED SHOWN) �' SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS NOTE: 44R �* / N� :*= -S -6 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. /11[ O tS 1018 THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. � j• it of .•1 'drawing no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. -i •.('"2_ O/•; G\y?`� W10-31 - AND TO BE REVIEWED BY AHJ. ___ __-__ - -__ - - 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS-APPLICABLE PER FBC. --- - ������ •�`� (sheet 6 of 2✓) S �� nnT11`` . ---, DOOR FRAME W. MAX. FRAME WIDTH 4.9 8- i I REINF. INTERLOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90* AND 135' CORNERS nIal .r.; SEE CHART ON SHEET 13 I ef: WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 - ra [iiir- -...---- ---MIMMm.- ."-7111-71111 r 1 ___ ______ I ARE PRESENT. 5 1 1 0 7:4 i MEM EMI= FuOmfirr DOORS USING 9_00'AD::lrc,5±' CORNER STILES 1 I 1 - i @ 0 EXTERIOR @ RE! XO(SHOWN) Ox a g ei 0 a ci g 1 DOOR FRAME W.1 MAX. FRAME WIDTH 0 4 b cl i I I 1 - REINF. INTERLOCKS SEE CHART ON SHEET 13 , gC 12 et e a 1---; ''....•••••• 10111 WWI MIIIIM..1411 "%IL r - ...... ...,5 8! a 3 Si 2 0 ii . _ . 1 I ________.. _________ .ri_ • 6, EXTERIOR 0 '' 0 § c '24 XX e - 2 0 W #8 X 3".SMS . DOOR FRAME WIDTH 1 AT 24. D.C. §' 1 1 .. FRAME WIDTH C °,t i•cs,1 g ID rilli . r_f..1._ _ _=1, _In 0 .,.., .., c z, N 0 _ I Li' 1-...- 6 : L.,j ® ini MIMeiglitaidimEMNI MIMI , , .1111 IM @ III i 71-----Ta a 0 EXTERIO" •RODIJC f AKVISED 0 .-. E3 -,,,,•_< - ) 90'CORNER DETAIL'0ON SHEET 22 u ampkyin wft6 the Ekriii OXO(SHOWN) 135*CORNER DETAIL•P' ON SHEET 22 OXO(REVERSE) OPIIONAL IN LIEU OF AlMalin flak ,....,.,.,,..,, Acceptance No I Pi c.4 le 40 Esplrara We ... 0 DOOR FRAME WIDTH MAX. FRAME WIDTH I I REINF. INTERLOCKS N . SWF 1 . e- SEE CHART ON SHEET.13 '.9gli 1-1011 _3/4._ ..„_ mo. 11111FillIMIUTIL- maxisim ._ _I= 'Llii-11 ' illiararill-.. —".." .--17.----Wallinill 1 E 2 2 2 v ila,-..-.••.--. :!: at] IfEji 1 , : ...__ _ --.'.. wnrm 111111M MOM—=-11PJU _---, lik.% ari.--- -•orals § L__ 6 1_,_ @ EXTERIOR :0 0 @ OXXO 90'CORNER DETAIL V ON SHEET 22 0,01111.1i/4 9 XXX%(SIMILAR) 135'CORNER DETNL'P'ON SHEET 22 . OPTIONAL IN LIEU OF J1 N's %IP:P.. MAR 0 5 2018 /1 .1"-Z• . •h.. .::. •L. NOTE: I - S g - -' NON-POCKETED DOORS (NON-REINFORCF_D SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. --:0 :TIr= : ..-: —---,----—; SEE SHEET 13 FOR 6F3 AND REINFORCING OPTIONS 7.3 % • :Li: 'droving no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (21 TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. '' ;;Zeix--\.Ct"::' W 1 0-31 - -- -. - -- - _ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. - - (sheet-7 of 28) DOOR _POCKET CAVITY NOT BY CGI lium,10 1.1 FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH Mr7. WIDTH DOOR FRAME WIDTH DOOR FRAME W1 I NON-REINF. INTERLOCKS • '0 -%.„u SEE CHART ON SHEET 13 z z v2 ,41 n 7 ---.-7- 0.13 1._.. ..2g....-11 I 1 r-- -':-.L'a ...,-..-=•._=.am i ib IIIIIIIIIIMMIll IIIMIMIWI III i w — 0 1 1 Elm=11•1111=0._„..., L=----- ff (5.4 : . Pi-‘6' 4 I 1 m I Mc----------iimil cc00Q,18 0 I;00: •• i wirmaimi iiiiimi il IN I Ode-S a• 8 C) LL 1:1'). MI 1 20 S , L___ —1..,.. 0.0""" a. 0 t g L____ 0 EXTERIOR 0 L____ ® EXTERIOR 0 0 0 t PX(SHOWN) PXX(SHOWN) glIVIg XP XXP 0 a a+11 - THIS APPROVAL QUALIFIES DOORS WITH APPROVED 0*3 b CONFIGURATIONS SHOWN WITH 90' AND 136 CORNERS eg g a ot I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 et M 3 C (9 ARE PRESENT. u.`1,4-q DOOR FRAME W. DOOR FRAME WIDTH FOR DOORS USING 90' & 135' CORNER STILES .5 I -----1 UMIT MAX. DESIGN LOADS TO 613.0 PSF it E SI 2 — 0 r— '''' '.----_-----an as .. "....._•milimm1 NOTE: — 1 • ci 111.1L--=-"="="--"-----J IL L.1._011411111111 1111Mill litillmi- iiiiNlIS I 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. cv O .„1_, . 0 55. a. I°: 01 0, ,., Z FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 1 2 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. a _ '8 L__ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. —__ 0 EXTERIOR _ 0 0 PXXP 90'CORNER DETAIL'0'ON SHEET 22 I CI IT'je 135'CORNER DETAIL'P'ON SHEET 22 • OPTIONAL IN UEU OF J1 0 C s ;14,71 DOOR FRAME WIDTH DOOR FRAME mum I- a •''')r) iii -0 .53 1 I NON-REINF. INTERLOCKS R CZ,71....... ---, am 0 n, ----, 1 (4611 I 1 -:---..„,„,„i_wi SEE CHART ON SHEET 13 ---'1,111 1111-,2a-i- -- ._ it --- 10 1°- — MIIIIR... b 1 111.L.----=-''-=21 Ellilli_--- ---1--41111 - jail oil ENIIIIIII IMlow, I milli•=Moo 0, M 02MO i--- •-• ) 21 0 mk...iM11111 i ____, 'ROW t REM* ''' L.al...- EXTERIOR 0 ® 0 0 ""ungyfimwftlIthelMedii Imuding Coda fig PXXXXP 90'CORNER DETAIL'0'ON SHEET 22 : 135'CORNER DETAIL'PON SHEET 22 OPTIONAL IN LTEU OF DOOR FRAME WIDTH DOOR FRAME WIDTH Ii NON-REINF.INTERLOCKS SEE CHART ON SHEET 13 r ¢)-. 1 R4 . 1?. 1 {---(51-7-Ell 1 i ....7......- ,--- !; -ill-'177.1-Ns------III"Tmmim --, 47. 11111L1WE[-Ac),' r__ 1 1,,,,,. , "-- 0 m7.111., II --LT mili.---=-----40 -am IN- pm =MIN 1111•11m — III -01.11.— ."411.1111 0 EXTERIOR 0 ' 0 0 I .12 c3 -.2 " POCKETS ARE NOT PART OF THIS APPROVAL E S ., AND TO BE REVIEWED BY AHJ. ot%%11111/,,,,, •:'''‘‘)NefCX/T1 t1+4;''''' 5.--'; ----'--..--"." PXXXX(SHOWN) 90'CORNER DETAIL'0'ON SHEET 22 8 135"CORNER DETAIL'P'ON SHEET 22 •LZ P'-'-' 1 ‘.' =- .. i; h 1." PXXXO OPTIONAL IN UEU OF XXXXP MAR 0 5 2018 ‘:._. ,,,...p..4 OXXXP -• : -.:: ..., I APPROVED CONFIGURATIONS :1-73 drowino no. SEE DOOR$ (NON-REINFORCED SHOWN) 'i.,T)-,. : :-. - *""%s' . .....CeNt W1 0-31 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS ...., se, -. -eta- .. -TWO-(21--TRACKS -- _ .- - - _ -1,/,'ON t•"WN inwit11 (sheet 8 of 28)- • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135• CORNERS /I�� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. ; FOR DOORS USING 90• & 135' CORNER STILES 0 m a -, LIMIT MAX. DESIGN LOADS TO ±60.0 PSF g m ~ii f c DOOR FRAME WIDTH FRAME WIDTH 0 ti(A r NOM. PANEL WIDTH NON-REINF. INTERLOCKS p G e IRn SEE CHART ONS 13 Q'O R el o ht ..b. .2 2$ ea O o- 1 i !i !!g I III p . los.------ge XXXX(SHOWN) — O n XXXX(REVERSE) © 0 EXTERIOR ,QQ m/ Q i c q •n 12 0 - Ori o re C ° Na DOOR FRAME WIDTH , I FRAME WIDTH .S^n ;N M 'YI NON-REINF. INTERLOCKS O M m . , _ J .c. _ SEE CHART ON EEf 13 z 3 .n w O J7 H _ �,,,,,,,,L._ _, • - - - 3 O c _ i. _ i d: g. 14 4 3. •-per �i O- XXXXXXXX(SHOWN) I[ II� �, OXXXXXXO I��a ��L_ g © Q QH EXTERIOR Q J7 Q O ® _' © o p W NOM. PANEL WIDTH 90'CORNER DETAIL'Cl.ON SHEET 22 - n 135'CORNER DETAIL'P'ON SHEET 22 • 'RODLICCAEV181FO ..ii OPTIONAL IN LIEU OF J1 ueamplylogwilb the W 9 b 2 z z balding Coda Aoogdooce No 17-/2/,'•2n a Enpinliw Dale 1 1 7_/ L. (Cl... ,,Ilia..Lae-- ido. _ IP `a- • MPa'Ndr mint 604 o S o o :z o ````1111111 I III '' c ^• MAR 0 5 201® 1.-• ' s NOTE: �}/ 70592 a l' u APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY: :I`i�✓i _ _ NON-POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 1TEoF `�V6c drawing no. SEE SHEET 13 FOR op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. •VRIaR•' \��� %ss ��� W10-31 - FOUR--(4) TRACKS --- -_ ___- --4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC:- --- - - I NAL�,,� ,/I�O 1111 i1" `` (sheet 9 of 28) ......- THIS APPROVAL QUALIFIES DOORS WITH APPROVED %hip CONFIGURATIONS SHOWN WITH 90' AND 135. CORNERS iti ,71 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 i ARE PRESENT. Z ii FOR DOORS USING 90' & 135- CORNER STILES UMIT MAX. DESIGN LOADS TO ±60.0 PSF la •ii I rGo.;2.5 a 0 g F4 s a 0 ps cg ct c I,. 0 2,g ti Cfg LIR 8 0 4 5 2 I M 1 z S DOOR FRAME WIDTH FRAME WIDTH a 8 _ NOM.PANEL WIDTH NON-REINF.INTERLOCKS (6 S x g - SEE CHART 0 SHEET 13 : 5 I 0 li:i....=:11M11111 1 — _. • .," 1 171.4‘ # 0 ,,,v•Y • \i'' ;9 0 4 i in L...=-- ,41-• l•-•=";--- XXXXXXXX(SHOWN) NI MP I nil ni — M -0 n ir- oxxxxxxo ,- 02) 0 0 0 0 IR .. a EXTERIOR 0 0 @ c 90F CORNER DETAIL'0'ON SHEET 22PRODUCE REVERS/ 0) 135"CORNER DETNL'P'ON SHEET 22 as complyinwitt dm BM& 0 .01 en OPTIONAL IN LIEU OF J DEM%Cody . rj -a ;fr, ArceptsaceNe I - 1 .26 E c z w- F.40reliea Oete - is (Q.—, .L1,---\-- 5'el DOOR FRAME WIDTHlittow awe rmsim orrat M NOM. PANEL WIDTH i--M 0 9-. lc _ - r-,-....... m.---1 on . .....„01- __ Illinippm In MP loniki I 0 C> 0 ill Lc-r.-----"" MI ,III IN In laillii-0==...1 ,h} -..-- D 0 0 0 ,miz------ ----:i i' 6 ? 6 , it.„ lot= ,=-___Iraft 1 NI 1 g _ 3igX 1 i t 0 4- , 4 4 .0 .* wpm= Mal cc I 11 .6 ,iitt_..sati _ e- 1--i-L=.11, ,.., N 6' 8 @ : ii ' m lis , ,,.., wil og - -,-,-- -- _ _ _ r . , I Ill 6.=.."-----=I 11111 I 6,T.--*— -..-.----11 1111 Nuo am i mi Il• , t'§2 oc 1,12! xXXxxxxo(sHowN) -- — is— 4.....IM 0XxXXxx0 0 0 0 0 0 IR'%- 0 EXTERIOR 0 0 @ )- 90CORNER DETAIL'0'ON SHEET 22g.t!t--;...° 135'CORNER DETAIL le ON SHEET 22 12.6.7NqS OPTIONAL IN LEU OF J .,.'.'3 E f f ootliff,,y,HI 1.114,, e MAR 0 5 20l8 AW.43:,‘ • .t. .A NOTE: , r 1 i*"'l .4 ,L.„1,„ f, AEPEQYF17&(;/E1E1M. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ligN=Egrsimaj2Q,Q115 (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. :7„.4 -.iiiIA 0, ..liz 'drawing no.) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. N...Aitotf:osk:- w 1 0-31 FOUR (4) TRACKS - — - - 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. - --.'l r„f/040,-i.V.v.‘ss's r IMMO, ksheet 10 of 28) , • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED �%1 u CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. ; FOR DOORS USING 90' & 135- CORNER STILES • 0 H H • LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0p t q Z egtf 2 01 a O0t4 M U _ DOOR FRAME WIDTH CC Y01 y( 1 DOOR FRAME WIDTH ,1 • NOM 1PANEL WIDTH SEE CHART OINTERLOCKS113 G PIIIII N S �c, O - " Q� f � t �__ IlLIIMM12. PXXXX (SHOWN) ® O EXTERIOR Q / Q � C m XXXXP • o 2, 1tfN 0Ori v $ °D' 4 FRAME WIDTH LL = C ' _ NOM. PANEL WIDTH _ NON-REINF.INTERLOCKS 0,T 01 o DOOR FRAME WIDTH SEE CHART ON SHEET 13 a y N n m r ---� r MI-..,...,-..*_ l .. .. r— - - - --------- if --'1 d 3 •raj IL _ _ IIY J H H OO HO t 1 ._ 2 F.O IIIE!!kJL_I[UIH _ PXXXXXXXXP (SHOWN) QM ® Q 0O .- HO EXTERIOR 0 8 ® J 90'CORNER DETAIL'0'ON SHEET 22 5 N P 135 CORNER DETAIL'P'ON SHEET 22 2 OPTIONAL IN LIEU OF J •pODUCf REVISED p, as coraplyin war dm IrMago. U AaPi.. o( I Z 2 0 a o 2 2 2 D ' Expir*dos Sc i(/ T N.kt. 1. ••;s1 y Wird Moil c w=h C oo >0 E.E.,2 z o l NAR 0 5 2018 ,,1„11111,,,,, o Aw a vo APPROVED CONFIGURATIONS :.7 .V •••' 0 POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: 1 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS f. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. E F i , A •* (. s v _ FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ,.'✓J A OF :4 drawing 'no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. i;'` O¢10��'.Cf$ W10-31 POCKAND To BE REVIEWED MOWD PART IS APPROVAL._- ___ - 4. DOOR-SHALL MEET EGRESS-REQUIREMENTS AS APPLICABLE_PER FBC. _- _- -- - - �,SSADNAL_,0% (sheet 11 of 28) _ - THIS APPROVAL QUALIFIES DOORS WITH APPROVED LL-t, E' CONFIGURATIONS SHOWN WITH 90' AND 135° CORNERS 11� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES 0 m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF °' 7d- F2 xR 0• • 'Iii; FRAME WIDTHcc q2 11.Zpy 0. _J SEE CHART ON SHEET 13 _ -- —J S 6 ro r--�I r- - PANEL WIDTH _ _._ IRT. INTERLOCKS `.—' Q Z m i j S— DOOR FRAME WIDTHlu 1111, c x O , i ; '7,1 '�m �pil [.11z 0 w • PXXXXXXXX(SHOWN) LEE M H H ® 0 H H H G • c XXXXXXXXP O O O �_ O EXTERIOR O © ' OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DETAIL'0'ON SHEET 22 s NOT PART OF THIS NOA 135•CORNER DETAIL'P'ON SHEET 22 0 F n m OPTIONAL IN LIEU OF J •AOOUC f REVISE. '^Q' 3 N M j mcompCI. wUN the/Witz 0 •"I n 13 _i 171 Acceptance No I7-tZI 21 g 3O4n EnDice �} p FRAME WIDTH .( (O O " NOM. PANEL WIDTH NON-REINF.INTERLOCKS {gyy ph.P 0 U G 0 • SEE CHART ON SHEET 13 < I 1- DOOR FRAME WIDTH I r-- �— iii- r---- --- _ JL .ri alp, : 84; ' H O i � �� w o __ 1 = o. 4 i 4 iII 4 i I ILE Li j 4- A , L M H H H �'`a E O O O O IHI! PXXXXXXXO(sHOWN) 0 `. 0 EXTERIOR "O O 0 . 90'CORNER DETAIL'0'ON SHEET 22 y C 135 CORNER DETAIL'P'ON SHEET 22 u p-^P. 5 OPTIONAL IN UEU OF JN v.,^-o • -.-m z o t MAR ``,,,11111\111,,,,,'' o 05101 ��r9d... � }^�� '• n APPROVED CONFIGURATIONS _ ',• \ // '� POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: - L. V. o c SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS =#; {} 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. _,_..-__...___..- 7... I FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ` drawingno. O'•.�' �T>€of !i,: _POCKETS ME NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �(fss.!LOR10,/••.• G,�•` W'�0-31 AND To BE REVIEWED BY AHJ. --- - - - - -- - 4. DOOR SHALL MEET EGRESS-REQUIREMENTS AS APPLICABLE PER FBC. --- - - - ���,,,�NAL` � - (sheet 12 of 28) - _ DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS U °- GLASS TYPES GLASS TYPES �� 'A'Ae'Al' 'B'&'B1' o NAIL 0006 1561009 0f INTERLACES INTERLOCKS Z m P PANEL WITH FRIl1E NEM PANELS W/D REINF. WITH REINF. c F b 01 88080 61009 0108FD Ext(+) INT.(-) EM.(+) INT.(-) . . °j H I 24-1/8 10 60.0 60.0 80.0 80.0 F H al III L---=- - Q 1 30-1/8 10 60.0 60.0 80.0 80.0 MINIM. Kg OJ 0 8 U 36-1/6 82 10 60.0 60.0 80.0 80.0 • 0 N 42-1/8 10 60.0 60.0 80.0 80.0 - NOM. PANEL WIDTH N 48-1/8 10 60.0 60.0 80.0 80.0 0 M C 64-1/8 9 53.3 53.3 71.1 71.1 • (>� - �E 24-1/8 10 60.0 60.0 80.0 80.0 EQ( 30-1/6 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH I o'a O G 36-1/664 10 60.0 60.0 80.0 80.0 0 F. Et 42-1/8 10 60.0 60.0 80.0 60.0 0 N(0 JO ry 48-1/8 10 60.0 60.0 80.0 80.0 _ Q W j ^ 54-1/8 9 53.3 53.3 71.1 71.1 L J I 16 2 0,�G g_ 24-1/8 10 60.0 60.0 80.0 80.0 '�11M �, a 0 8 g 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 11 36-1/8 90 10 60.0 60.0 80.0 B0.0 - < 7 42-1/8 10 60.0 60.0 80.0 80.0_ 48-1/8 9 .60.0 60.0 80.0 80.0 I MO 24-1/8 10 60.0 60.0 80.0 80.0- I L J H C I 30-1/8 10 60.0 60.0 80.0 80.0 ,1'I �� § n • 36-1/8 96 10 60.0 60.0 80.0 80.0 \m f/� 9j 42-1/8 10 60.0 60.0 80.0 80.0 S Lo A 48-1/8 9 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH O - zo OE0 GLASS TYPES a -0 N 1. y C INTERLOCKS 0 N NPo SiWITH REI . y N I.-- Exr.(+) INT.(-) - 30 M m 24-1/8 10 - - 60.0 60.0 d -0 3 N 30-1/8 10 - - 60.0 60.0 APPUCABLE PBC EGRESS £Z ti REQUIREMENTS TO BE 6 3 6 38-1/8 10 - - 60.0 60.0 rn CO - n 102 REVIEWED BY AH1 oo 42-1/8 10 - - 60.0 60.0 48-1/8 10 - - 60.0 60.0 N (.T.-2 0 54-1/8 9 - - 54.4 54.4 i F 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 RODUCr RE-v. 36-I/8 toa to - - 60.0 60.0 8 *i6 Ile Medi 06d• N NN 42-1/8 10 _ - - 60.0 60.0 Aae668teN6 1 -Jy( •2„ 6N 6p+6n 48-1/8 10 - - 60.0 60.0 KAp4>KTw irk =1 11 6 53-1/B 9 - - 54.4 54.4 A is'i� ��• 9 W W 24-1/8 10 - - 60.0 60.0 WadBio mdse.Coods4 glil 70-1/8 to - - 60.0 60.0 f oo 36-1/8 114 10 - - 60.0 60.0 v b z =_ 42-1/8 10 - - 60.0 _ 60.0 a 48-1/8 9 - - 60.0 60.0 NOTE: 24-1/8 to - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE c 30-1/6 to - - 60.0 60.0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) H o s g-r 36-1/8 120 10 - - 60.0 60.0 ' AND FLORIDA BUILDING COMMISSION ` o,s=0 42-1/8 to - - 60.0 60.0 DECLARATORY STATEMENT DCAO5-DEC-219 0 ^^ 48-1/8 9 - - 60.0 90.0 I 111un1.84.1.1.:::./..,,,,,:s:::. .1 n ),;'VGFali , e $ y I pTar-' 0 .--_`--fl 'J o �I I; 2018.,TATE OF �` • In ' �; drawing no. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS fEOR%0P•..' '' W10-31 RWITH LOCKS '' s••'••NA ABOVE +60.0 PSF ONLY. 8 .` INTERLOCKSENE. REINF - INTERLOCKS _ -- ------- - _-- - - -- -- -- _ --- - --------- - - -- - - - 1g87iOfVAL1P� - (sheet 13 Of 28)_ - -_ 3/16',TNN. GLASS 3/16"ANN. GLASS pp �\ .075"Interlayer 075'Interlayer 1� ct Soflex CP With PET Core Sofiex CP With PET Core ft' 'j OR'Eastman Chemical Co.' By'Eastman Chemical Co.' OR m 3 090'Interlayer .090'Interlayer Z °>CCl Saflex Clear And Color Glass Saflex Clear And Color Glass 0 w By'Eastman Chemical Co.' By'Eastman Chemical Co.' ~ n a1 OR f 2 • 090'Interlayer 090'Intaria er a o SentryGlas 3/8'AIR SPACE SentryGlte y Q O q�' C ByO 'Kuraray America, Inc.' ByB •Kuraray America, Inc.' Cl. N .090"iInterlayer 3/16"TEMP. GLASS 090' Interlayer as 0 Lir m 4 R Trosifol PVB r By'Kuraray America, Inc.' By'Kuraray America, Inc.' a o a� Tros apuCL 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 0 d o Q ' SILICONE N O E.r GE SCS 1200 SILICONE Z DOW CORNING 899 W GE SCS 12HIND Z DOW CORNING 995 i m DOW CORNING 899 Q W-e 2 y N DOW CORNING 995 z F w cs (® III, c ®, IIIXL EDCE SPACER • Q 6 2 2 Wn m i�l ST. STEEL BY'CARDINAL' —!l ORi DURASEAL BY'OIIANIX' Ik SETTING BLOCKS p r I=E n�IIfI OR a 0 AT 1/4 POINTS ON LEES O =— SUPER SPACER BY'OUANIX' t) ai WIDER THAN 36' '"' C I G�c1 EPDM W / SETTING BLOCKS "' [>tiS AT 1 4 POINTS ALL SIZES DUROMETER 8535 �•! EPDM • yep W __LA__ iWi NNW I, DUROMETER 8535 Z5 O • GLASS TYPE 'A' GLASS TYPE 'Al' N 4 7/16"OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS 3 C 0 Orn cn 3/16'HEAT STREN'D GLASS '^F' CO N M'� 3/16" HEAT STREN'D GLASS O M n 075'Interlayer .075"Interia er g -03 •'n Sallex CP With PET Core Soflex CP With PET Coro Ci C Z By'Eastman Chemical Co.' By'Eastman Chemical Co.' 6 3 O -M OR OR _O— .090"Interlayer .090" Interlayer 0, (9 O Saflex Clear And Color Glass Soflex Clear And Color GlassV F By'Eastman Chemical Co.' 'Eastman Chemical Co.' ByO • f .090'Interlayer 3/8'AIR SPACE 090' Interlayer SentryGlas SentryGlas By 'Kuraray America, Inc.' By'Kuraray America, Inc.' OR z� .090"Interlayer 3/16'TEMP.GLASS .090"Interlayer «o 0 Trosifol PVB Trosifol PVB o By'Kuraray Americo, Inc.' By'Kuraray America, Inc.' RtODUC FUMED ti p w w 3 16'HEAT STREN'D GLASS / x■�r�•rRPer•'fLYlh H / 3 16'HEAT STREN'D GLASS u g SILICONE SILICONE Acceptance No I7-(.�.� 9 b?o E GE SCS 1200 GE SCS 1200 ExPL+ztue Oztc A I _ z z E DOW CORNING 899 z DOW CORNING 899 n .. DOW CORNING 995 Z m D• LLL. Lai DOW CORNING 995 _ a U ® 1 1I `� aililrakA Mti m'114 nW+.n CoYrY •m v o ' S XL EDGE SPACER 4 0=c ST. STEEL BY'CARDINAL' n SETTING BLOCKS n OR '> `cAT 1/4 POINTS ON LffES OR szoii WIDER THAN 36' DURASEAL BY'OUANIX' ^_ • :ai• ` `�iiEPDM . Cal SUPER SPACER BY'QUANIX' `'``ttlt il'Ary' i ', 0 DUROMEfER 8535 -^ • :o .. %' W SETTING BLOCKS MAR p 7 �pv .•' [ti W AT 1/4 POINTS ALL SIZES •V ' 'A ��+ [y�� EPDM i'� •• +' W kj �_�' DUROMETER 8535 *: /A = o _•O'' /S!j •' i I GLASSII TYPE 'B' GLASS TYPE 'El' 6rTeoP �' drawing 0 31 7/1fi'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS ��'•+A'( R1OL• 'G\°�� _ . S`SfVAL �:••• - GLAZING OPTIONS - - _ runnu`� (sheet 14 of 28) • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS / V u 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS &.INTERLOCK ENDS & INTERLOCK ENDS AT MTG. STILE IN CLUSTERS METAL STRUCTURES 11 EDGE ,I51. .SEE'CHART 3 KSI SEE CHART 1BY WOOD BUCKS & AT ENDS AT MTG. STILE /o SEE NOTE SHEET 1 & INTERLOCK ENDS SEE SPEC BELOW • X11•`.00R Qujiines• II CONCRETE FOR QUANTITIES SEE CHART SEE CHART Z m n Ifin-IIIM111 EDS DIST.I�.'.• '3'5/�' . FOR QUANTITIESFOR QUANTITIES 0 fJm p•.•:..•. EDGE dl5f. _ 35/8° :. 1yy CONOREfE EDGE 3 5/8" ~fx a a i� b �iiii�� �� al_ �II11-- 6 ° 11::70�-- )L:low ° ° mUt v At VZtIL a • 71.rngin Y � Z_ t � Rin v Z t Vl lllrrrttt444)))IIII • U Z_ °�j Y,0)QCHOR TYPE A � yo � � R gm O �� gm O �... R 22 V c INTO 2BY WOOD BUCKS ev J 0 ANCHOR TYPE A 0 a ANCHOR TYPE B 0 w ANCHOR TYPE C. Y O Narc¢ OR WOOD STRUCTURES THRU 1BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE o INTO METAL STRUCTURES .0 0 d 0 2 3INTO 3 KKSI CCONCRETE OR APPROVED MUWONS i N DESIGN LOAD CAPACITY-PSF(ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q 0 o HEAD ANCHORS SILL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH ,,u 0 g (TYPE A,B,s C) (TYPE B2) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. Q • CLUSTER AT CLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING • STIIE/IND: OCK ENDS S111E/INTERLOCK DIM - . - - . - . -AT HEAD- • - - - - - - • - - • - ' -AT JAMBS- . - . - . - • - • --I i NOLL 0009 a e e 4 e e (TYPE 'A'- 1/4"X 3-1/4" ULTRACON BY'FI CO' (Fu-177 KSI.Fy-155 KSI) I 1 TPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) = PANEL WDM FRAME KOOK,LOIL(+)EXT.(*)EXP.(+) E1R.(+) EXr.(+) EXT.(+) Naas INaa6 INP.(-)INT.(-)INP.(-) INT.(-) INE(-) INP.(-) THRU 1 BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d„ d n 24-1/8 80.0 - - 80.0 - - 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I cc C I 30-1/8 80.0 - - 80.0 - - c' 36-1/8 80.0 - - 76.2 80.0 - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 0 42-1/8 82 72.4 80.0 - 68.7 80.0 - 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 Gr O 48-t/e ea.e eo.o - 63.4 800 - TYPE 'B'- 1/4"X 3-1/4" UITRACON BY'EI CO'(Fu177 KSI.Fy-155 KSI) •• TYPE 'B'- 1/4"DIA. ULTRACON BY 'ELCO' (Fu-177 K51.Fy-155 KSI) z p0 w • 54-1/8 62.8 71.1 - 89.5 71.1 71.1 GDe 24-1/8 80.0 - - 80.0 - - DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY a, -0 30-1/8 80.0 - - 80.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY s C x 36-1/8 75.8 80.0 - 71.6 80.0 - F-n m 84 TYPE 'C'- 1/4' DIA SELF DRIWNG SCREWS (GRADE 5 CRs) I I TYPE 'C'- 1/4' DIA. SELF DRIWNG SCRIMS (GRADE 5 CRS) ,O 42-1/8 87.8 80.0 - 64.3 80.0 - .. 2 W NM 10 48-1/8 62.3 80.0 - 59.1 80.0 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS I INTO MIAMI-DADE COUNTY APPROVED MULLIONS d rn w • 54-1/8 56.4 71.1 71.1 55.3 71.1 71.1 OR • 24-1/8 790 80.0- - 75.6 80.0- - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) �EE C Z-n (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE N 3 p 0 38-1/8 69.2 80.0 - 65.8 80.0 - ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/B"THK. MIN. (6063-T5 MIN.) r o `• 42-1/8 90 61.9 80.0 - 58.7 80.0 80.0 STEEL 1/8"• THK. MIN. (Fy = 36 KSI MIN.) STEEL 1/8"THK. MIN. (Fy = 36 KSI MIN.) J �, U og 0 48-1/8 56.7 80.0 80.0 53.7 60.0 80.0 (STEEL.IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 24-1/8 80.0 - - 80.0 - - _ . -. _ . - . - . - _ . _ - . _ - . - - . - - . - 1 • 30-1/8 73.8 80.0 - 69.9 80.0 _ AT SILL - - - - - - - - - ANCHOR FIGF TISTANYFc • 36-1/8 63.9 60.0 - 80.8 80.0 - I TYPE'B2'- 1/4" DIA. ULTRACON BY 'ELCO' (F8-177 KS).Fy-155 KSI) I INTO CONCRETE OR MASONRY= 2-1/2'MIN. se DIRECTLY INTO CONCRETE • INTO WOOD STRUCTURE= 1"MIN. H 42-1/8 . . . 54.0 60.0 80.0 INTO METAL STRUCTURE o 3/4'MIN. RtODUCFREy16Bp 4a-1/8 51.90 77.9 60.0 49.3 73.9 eo.o I 1-3/4" MIN. EMBED INTO CONCRETE WOOD AT HEAD OR JAMBS SG-0.55 MIN. 6RODUC I"REVI E FMtW B c 24-1/8 60.0 - - 60.0 - - L�. . -. - . - . - . - ' - ' - . - - - . - . I YG a 30-1/8 60.0 - - 60.0 - - CONCRETE AT HEAD,SILL OR JAMBS Pc-3000 PSI MIN. A PfiR,CC c-o NOTE: C-90 HOLLOW FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. 17-LZ.L? 38-1/8 59.3 60.0 Boo 56.2 60.0 60.0 / EApvatiw hte n 42-1/8 102 52.7 60.0 eo.o 50.0 60.0 eo.o ANCHOR CAPACITIES LISTED ON THIS I c SILL RISERS 48-1/8 47.9 60.0 60.0 45.5 80.0 60.0 a SHEET TO BE USED IN CONJUNCTION / SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS A ` • k.•...,�- a b 8 i� 54-1/8 44.3 54.4 54.4 42.0 544 54.4 WITH GLASS CHARTS ON SHEET 13 / AND SHEET 13 FOR CAPACITY m''aa4 �t>f 'a a a 24-1/8 80.0 - - eo.o - - 0 LOWER APPLICABLE VALUES CONTROL 0/ a 30-1/8 80.0 - - 60.0 - - 0 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ? •• a,.,.S 39-1/8 55.3 80.0 eo.o 52.5 60.0 60.0 0 ANCHOR TYPE B ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. o-8-. RI 108 DIRECTLY INTO 3 KSI CONCRETE • 01 DIRECTLY INTO 3 KSI CONCRETE 5 v S S.ii 42-1/8 49.1 60.0 60.0 46.2 80.0 60.0 �d PLEASE SEE FOLLOWING SHEETS FOR DETAILS. p 48-1/8' 44.5 80.0 60.0 42.2 80.0 60.0 H ¢N 2,E_, - 53-1/8 41.6 54.4 54.4 39.4 54.4 54.4 p ` mil _ o I w � _ ^<<^^0 24-I/8 60.0 - - 60.0 - - 1 .j " ••„ 1 30-1/8 60.0 - - 57.2 80.0 60.0 ., �fl®II1�®1 d!!� �fiallllll�ll'�J=ITL� 1111111, o - _ t•it, -u���.' 1111 ,4 36-1/8 114 51.9 80.0 80.0 49.2 60.0 80.0 3 • 6MII R M yOIIIIIIIIMI .. •`s.�.Il. , _//, i '1 42-1/8 45.9 60.0 60.0 43.8 60.0 60.0 cy.F . IIID •,1 I :� _ '• �1GEN@F••,, - o n 48-1/8 41.5 80.0 60.0 39.4 59.1 60.0 Z iV LI I� �� 24-1/8 80.0 - - 80.0 - - 0 _ "$ i9 ' 30-1/8 56.9 80.0 80.0 54.0 60.0 80.0 g '• • TYPICAL ANCHORS # '*= a v ii 36-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 g "PO -ED&HARDENED IN CLUSTERS - q G = `J u1 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 NO-METALU/NON-SHRINKAGE AT MTG. STILE Sgt )� E LO O' S 1 drawin 9 no. 48-1/8 38.9 58.4 60.0 38.8 55.4 -60.0 HIGH STRENGTH GROUT & INTERLOCK ENDS. O•'• ATE OF •<(/� 9 Yc= 5000 PSI MIN. SEE CHARTA2ORIDI;:"( , W10-31 ' LIMIT EXT.+)LOADS TO 60.0 PSF FOR DOORS UNIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS W/OREINF.UPT0 9 NSREINFORCING ALLI HT. -ZES MUST TRANSFER SHEAR FOR QUANTITIES //i/ss10 A-L(G0‘.s LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN.HT.UPTO 120 IN. HIGH. LOADS TO STRUCTURE- - -- - - - - q,,,11111N1` (sheet 15.0f 28) • 3 KSI TYPICAL ANCHORS TYPICAL ANCHORS CONC IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS 8 AT MTG. SRLE SEE NOTE SHEET 14.9 .&.INTERLOCK ENDS. AT MTG. STILE IN CLUSTERS TYPICALCLUSTERS ANCHORS &INTERLOCK ENDS AT MTC. STILE IN CLUSTERS IV / EDGE 151.° SEE CHART 3 K51 SEE CHART 1BY WOOD BUCKS AT ENDS AT MTG. STILE METAL STRUCTURES I PbR QUAyTJD25 CONCRETE SEE NOTE SHEET 1SEE SPEC BELOW o �1) /) FOR QUANTITIES SEE CHART & INTERLOCK ENDS MIY�III _EDG •DIST- 3 5 / /�. FOR QUANTITIES FOR QUANTITIES 0 - y - 11 "' N �HH •N_ EDGE dIST."./N1 . .°3 5/.8'; KSI Z 'I'� �11� '` / :�11 CONCRETE _ _ N I _� .)1 .�;1. I EDGE 3 5/8• a S o u - -w d ��I.:• • All ) O O�z. a 0 f- gt----m---2illi]- )l_•�1 E -E---t �-ism )1::1u 11.•.>.��_� �Vi LTJ wi I g�, t 1 LTJ rr-m---pl---pirl .__ rg oAN HC ORTYPEA u Ha NO �u. V v _. fl1iL1FT g= OG'� _ 0 p � INTO 2BY WOOD BUCKS - co co x 1,1 of ANCHOR TYPE C tr m K re OR WOOD STRUCTURES ANCHOR TYPE A N w ANCHOR TYPE B �x ms d o THRU 1BY WOOD BUCKS Q DIRECTLY INTO 3 KSI CONCRETE Q INTO METAL STRUCTURES 4 O .o 4T DESIGN LOAD CAPACITY-PSP(ANCHORS) INTO 3 KSI CONCRETE o o o C OR APPROVED MUWONS O HEAD ANCHORS SILL ANCHORS Oi E Z 2 H (TYPE A,B&C) (TYPE 62) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q w W:o CLUSTER AT CLUSTER AT MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH j 2o/ LI SME/INTERLOCK ENDS stll$/IN9RlOpI ENDS TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. Q W m 2 6{ NOB. DOUR 4 6 8 4 e 8 TYPICAL ANCHORS. SEE ELEV. FOR SPACINGm IF- PANEL WOTN FRAME mow ER.(...)EKT.(+)EJO.(+) EXT.(+) EXT.(+) ExT.(+) - . - .- • - . -AT HEAD- -AT JAMBS- • - - - •- -7 E i D+C6E9 91L11f9 IM.(-)INT.(-)INT.(-) IM.(-) INT.(-) INT.(-) . 24-1/8 80.0 - - 60.0 - - TYPE 'A'- 1/4•X 3-1/4• ULTRACON BY 'ELCO' (Fu>•177 KSI.Fy>•155 K51) -I I TYPE 'A'- 1/4• DIA. ULTRACON BY 'ELCO' (Fuo177 KS1.Fy=155 KM) 30-1/e 80.0 - - 80.0 - - • THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES eln 38-1/8 80.0 - - 78.2 80.0 - 1-1 4" MIN. EMBED INTO CONCRETE - I ce o / M - 42-1/8 82 72. 4 80.0 - 88.7 80.0 - II 1-1/2" MIN. PENETRATION INTO WOOD 48-1/8 88.8 80.0 - 63.4 80.0 - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY $ H 54-1/8 62.8 80.0 - 59.5 80.0 80.0 1/2• MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY q 5liE l' 24-1/8 80.0 - - 80.0 - - TYPE 'B'- O v 30-1/e 80.0 - - 80.0 - _ lie X 3-1/e ULTRACON BY 'ELCO'(Eu-177 KSI,Fy-155 KSI) TYPE 'B'- 1/4•DIA. ULTRACON BY 'ELCO' (Fu=177 K51,Fy-155 KSI) O 36-1/8 84 2• MIN. EMBED 1-1/4" MIN 73.5 80.0 - 71.6 80.0 - DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC. OR MASONRY g . L , 42-1/8 87.8 80.0 - 64.3 80.0 - . EMBED INTO CONC. OR MASONRY _ 48-1/8 623 eo.o - 59.1 ea.o e0.0 I TYPE 'C'- 1/4•DIA. SELF DRILLING SCREWS (GRADE 5 CRs) I I TYPE 'C'- 1 4 DIA. SFl F DRILI IN SCREWS ) 54-1/B 58.4 80.0 80.0 55.3 80.0 80.0 /• (GRADE 5 CRS I 01 p 24-1/8 80.0 - - eo.o - - INTO MIAMI-DADE COUNTY APPROVED MUWONS INTO MIAMI-DADE COUNTY APPROVED MUWONS 2 ;NM 30-1/8 79.7 80.0 - 75.6 60.0 - OR II OR O . ^ 42-1/8 B0 836-1/8 B 9 80.0 - 58.7 80.0 80.0 I (3)OMETAL STRUCTURES THREADS MIN. PENETRATION/BEYOND SUBSTRATE I I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I C_Z (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE 'D 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 ALUMINUM: 1/8"11-IK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5'MIN.) -0.3•-• 54-1/8 52.8 79.2 80.0 50.1 75.1 80.0 I STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/B"THK. MIN. (Fy = 36 KSI MIN.) ' g C7 p 24-1/8 80.0 - - 80.0 - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I (STEEL IN CONTACT WITH ALUMINUM'TO BE PLATED OR PAINTED) I C) 30-1/B 73.8 80.0 - 88.9 80.0 - - . - . - . -J t ) 36-1/8 53.9 B0.0 - 60.6 80.0 - - ' - ' - - ' -AT SILL - ' - • - • -• ANCHOR EDGE DISTANCES 42-1/8 88 57.0 80.0 80.0 64.0 80.0 80.0 �E 'B2'- 1/4"DIA ULTRACON BY'ELCO' (Fu-177 K51,Fy-155 K51) I INTO CONCRETE OR MASONRY=2-1/2•MIN. 48-1/8 51.9 77.9 80.0 49.3 73.9 60.0 DIRECTLY INTO CONCRETE - INTO WOOD STRUCTURE o 1"MIN. 54-1/8 48.2 72.3 80.0 45.7 68.8 80.o INTO METAL STRUCTURE 3/4•MIN. 1-3/4" MIN. EMBED INTO CONCRETE e 24-1/8 80.0 - - 80.0 - - H _ _ _ I WOOD AT HEAD OR JAMBS SG=0.55 MIN. B 3o-1/a 60.0 - - 80.0 - - T CONCRETE AT HEAD.SILL OR JAMBS f'9 a 3000 PSI MIN. o M H 3 N NOTE: o W 38-1/8 5D.3 60.0 60.0 5e.z 60.0 60.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm..2000 PSI MIN. • 42-1/8 102 52.7 60.0 80.0 50.0 60.0 60.0 v ANCHOR CAPACITIES LISTED ON THIS n 48-1/8 47.9 80.0 80.0 45.5 80.0 60.0 < SILL RISERS SHEET TO BE USED IN CONJUNCTION �RODUCFREVIiBI 3g SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 9seaog COO wNh d1 ETI% ' 0 0 B .S 54-1/8 44.3 80.0 60.0 42.0 60.0 60.0 g WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY 4utding Code 141 .n a o 24-1/8 80.0 - - 80.0 - - 1, LOWER APPIJCABLE VALUES CONTROL. AccePlaore No L�- e T 30-1/e 80.0 - - 60.0 - - i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B • = ANCHOR TYPE B "•'P�^+1+seH9teeE,�yi ,r1 a 36-1/8 55.3 80.0 60.0 52.5 80.0 60.0 0 TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE g g� DIRECTLY INTO 3 KSI CONCRETE b ILL. %.114•- •- o m===m 42-1/8 108 49.1 60.0 60.0 48.8 60.0 80.0 . PLEASE SEE FOLLOWING SHEETS FOR DETAILS. - mx P41.88'RrY Orwl o=',“Ig 48-1/6 44.5 60.0 80.0 42.2 60.0 60.0 of W 90 0 0'o 53-1/8 41.6 60.0 60.0 39.4 58.1 60.0 p t �I C J 8 2 0 24-1/8 60.0 - - 80.0 - O R ��� w ?s l 30-1/8 010 - - 532 60.0 80.0 W �'IC1�S� Ill' • ‘I•illmomi-1---1-iri-1-1'matminsiii=11.;. 11111 A �,^•�^�^ 36-1/e 114 81.9 80.0 60.0 40.2 60.0 60.0 _/� \\\11 A///// c AA 111{ �1'� 42-1/8 45.9 60.0 60.0 43.6 80.1 80.0 I •LII 3•g/B:•. .. •s •..-.. /�;�0��/ . 48-1/8 41.5 80.0 60.0 3DA 59.1 80.0 1V • • • `/l l G 24-1/8 60.0 - - 80.0 - - .1 B• 30-1/8 56.9 60.0 80.0 54.0 60.0 60.0 5 •TYPICAL ANCHORS _ :•• 1 :{7_ '� U .g t 38-1/8 120 48.8 60.0 60.0 48.3 60.0 60.0 a -- •PO�•ED&HARDENED • NO-METAW IN CLUSTERS 42-1/8 43.1 60.0 80.0 40.9 60.0 60.0 /NON-SHRINKAGE AT MTC STILE • :9 i� . •[Luh; ‘-----'-1`l 48-1/e 38.9 58.4 60.0 38.9 55.4 80.0 HIGH STRENGTH GROUT & INTERLOCK ENDS MAR 2078 'sOR�•/ SA of •(�`� drawing no. UMIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS W O REINFORCING ALL SIZES f'e=5000 NOT PSI MIN. SEE CHART (� •••„ y` W 10-31 LOADS+) / BY C.G,I. OR10!;:' \�', UMR EXT.UMIT (+)LOADS TO 60.0 SF FOR DOORS W/REINF.ABOVE 961 N. FR. UPTO 120 IN. HIGH. _ MUST_TRANSFER SHEAR.__ FOR QUANTfTIES_ _ - !///SS/ . AlAL e�\ , - -- LOADS TO STRUCTURE - / "int11tN (sheet 15 of 28) • • . �� U SEE SHEET 15 FOR ANCHORS IV M V O X• � EDGE DISI. 3 5/8" EDGE EDGE DIST. .A. • 3 5/8' •IJ _ EDGE DISE. II 3 5/8• 'IYNI O y��Q� I111� _ • �IIII� �III_I d- g '° J O U � ,, ,,,, ii "`• I! fly e )gyp' PAII1�-11� )L'All . ,,. • . `r ..7 �V rn'' V 1i11U�u� u� WEEP SIZE 1/4" X 1/8" a°°0I C o°° • O ® © O REFER TO SHEET 15 FOR VARIOUS dbril ® ® ® INSTALLATION CONDONS.fIIde i O • Sim= i ® ® m OPTIONAL SLANT SILL ADAPTORS a a g a, I�, �1t1 i' ( �' 1 �r1! 11 __ I I' I'II 3 •o N . ii Il is I. v N II I I. III' ,' C m II I 1' C S q n 1 L L I i t. j'i. o n !I 1 j i c, Q W 11 ! I' i' DECORATIVE cC R ! ! SILL COVER N 4 wx ii X I� E•! i1 i. OPTIONAL o n m w p O a! W W I�i� I N 3N17n d -3 51 / IIT 11141 !! y - �1 d v°3"'N ° K i!!1 ii ii 1 0 • j z,- ° a W I.1 30 0 4 11 II Ij I I.1J N U.-M 0 Ii III!11 11 11 n • j1 II it -I I .I I I 1 .RODUCI ammo !I I! !I II !1! aoing wiltlM RAID !j If II 11 I ii bindingng Code i1 j1 g1 j1 1 it • Acceptance No S7-(20,x.Zo . it ji ii it i 11 ' • Expiration nate - SILL RISER A 11 I' REDD. FOR LOADS O 1i I POURED h'HARDENED 'i1 1I I 6, ABOVE+60 PSF 4 HIGH STRENGTH GROUT II I. h p i SILL RISER ibc"' . c _ NON-SHRINK,NON-METAWC c• j re a 5000 PSI MIN. , ED REDD. FOR LOADS ro g 1 1 I --� NOT BY CGI WINDOWS - ® -� ABOVE+60 PSF r5» ,o b i i o MUST TRANSFER SHEAR a) ® z O LOADS TO STRUCTURE • • I n O o O ® III O en ® m ry • i ® 0 00 Z's. M 06/ m 8 ® ® ® ® ® •'y°a o- •® rr� Ij�S - _ ` E8,320 Mil'aarQ�j ' V • ! I11®' Y ��1!'� �. V = ``tlnunuY,, o 4111:.:-:.:--.--..:-.-:...:-:-:.:.:•:::,..:.:.. •:.1.:.: :.. all VG - I EDGE.DIST.• . , .•3 5/9.'••.moi-. a - EDGE.DIST.•• �3 5/8'• i 3 KSI CONC. c• EDGE DIST.•. ••;3.5/5 I 3,KSI OONC, MAR 0 P01B , . r .�.r it_'� B SEE SHEET 15 FOR ANCHORS V -...' 1-..:... L.--./!' ,....\,8„, OF ... drawing no. Is.. alor.:• 1,, •W10-31 THREE (3) TRACK DOOR DETAILS '''i`,S,��WIAIa�q``� (sheet 16 of 28) TYPICAL ANCHORS PANEL WIDTH /N{1V^ v rl SEE ELEV. �Y FOR SPACING /� /';'� SEE CHART ON /";\ o 1/2'MAX. {(�1 �!!► D.LO. f H) REINF.AS REND. 4 hi) 0 Z g LOAD BEARING .. ..- SHEET 13 FOR CAPACITY + n SHIM M1DA $ Q 6/al ~f N a I� • g 5 \ Ir� 111.111.111.1111.11111.11 0;r--g 8 µtu. 64.10 �L i"91n II L2I �..� _ 0 U y eft Y� u " - .:� © © © © © .91gg o i i a a o a . ..I - 0 ... v a E27 1 E4 '1� D.L+. t? m it C S D.L. OPG. - N .... .a W EXTERIOR NOM.PANEL WIDTH - PANEL WIDTH p L7 Jammu _ INTERLOCK INTERLOCK gel •RODUCfREYI z O a (REINFORCED) ' DOOR FRAME WIDTH (REINFORCED) - sa cwpply{tswith the NNW C bnIdIR Cdr O 2 N 4 AcccpmceN•17-12! ZQ F•I`a 1X6 OR LARGER X10 X 1-1/4"SS PH SMS Eapirso'ro Gate ,R CO NMj WOOD BUCKS 1 PER CUP Q To O yw... iii d 'O'} • N O • L 0 AT 18'FROM3 PEACH END ER PANEL Q G 1 Mt o'Me radon i O L-N PANEL WIDTH AND AT MIDSPAN _O 1/2"MAX. 1/2"MAX. 1/4"MAX, f3 LOAD BEARING NI 8 X 3 4"SS FH SMS METAL O g .. SHIM D.LO. LOADSHIING ® / 1 PER CUP LOAD BEARING �' STRUCNRE U M P r_... a yz� `jl— TYPICAL ANCHORSTYPICALANCH`RS irrililliill: ..: TYPICAL ANCHORS --"� SEE ELEV.SEE E -- 3 FOR SPACI lSEE ELEV. F �� IIL� II FOR SPACING FOR SPACING --.-4 EIRMINIME-•,:s1=1 n_ wimiximial gni II a �__, likAA 1 „71>— --r a Y III II ~ v .z e II all Mil ii —1111L—' II - --•-----� i I1.11091=I:=. Anti, m^��.. _________ .�riil E: � t q ;�� - C 1. IIIL ,n... . .... .11111111 ,4" EIMINERIII—isiS—t...,.:. E EXT. 43 i� _2 • FIXED PANEL EXTERIOR . W DOOR FRAME WIDTH it``11-Utt1tnl 926jr4 o ' DOOR FRAME WIDTH 4s`‘ �iq':. . R9 ,� DOOR FRAME WIDTH • )t;. 1C .•.•• ., o 2X6 OR LARGER WOOD BUCK r-' nn` DR �1AR p 5 LO18 `•r 1x=:th-o:ing tWOOD STRUCTURE - -fry # .- 4.no.1. ' 4RID�`r''G,,� W10-31 THREE (3) TRACK:000R DETAILS �`'-etisi lllL �`` ' (sheet 17 of 28) • W� U SEE SHEET 15 FOR ANCHORS • SEE SHEET 15 FOR ANCHORS �� '? o Z ,t EDGE DIST. 1 3/4- 2 EDGE DIST. 1 3/4' }1 Z h n g . fi:'... � .. o mx e; 3 NSI CONC. mx 3 KSI CONC. 1 1 'y 7 ',6 •• I I N m I ^'I F H r. �o,� s E3 J 1— —' WEEP SIZE 1/4" X 1/8" 0 t y M r V + , REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS C Al O m C1 •—•8111 o S!°a amp lic?Si Ja m OPTIONAL SLANT SILL ADAPTORS I S N , O n II © II 4 C iq • II DECORATIVE g ! it T SILL COVER ;n II I OPTIONAL c� �O v I' a O W Ce II I. 2 'V T ii 1I > c m a II w ai I o n x c9 d Q II x O II u• I ,o m N..m w = 0 2 °� w i h X _ �� _ 3 M 03 Li J W �'"!�f J I z '0 3 m • a' a W 'I • re W a moi! p Il li § P p_v 1 Ijm 0—m0 0 I Il iI iI SILL RISER i1!i OPTIONAL FOR LOADS I ji - 4iIP =OVE+60 PSF P til O r5" o§.NRP l POURED&HARDENED It II HIGH STRENGTH GROUT �II n wNON-SHRINE.NON-METAWCf SILL 21FOR 'N 'f'c v 5000 PSI MIN. L._.- REDD FOR LOADS pRODUCf arbNOT BY CGI WINDOWS ® ABOVE +60 PSFp�� �� owzz® MUST TRANSFER SHEAR hC ���f atetium oI (2f ..nLOADS TO STRUCTUREA" s4 B 11 CD\\ INI:h J © 0. 54.. LL.... o;-:,,I mg, fn \yI1 :. ! zs.s /;�'VGE 98F''•9,'� n li I . m 3 KSI CONC. \ •.x a., MR p 5 tr 1 *_ o g ',-.--.'--- ,, •3 NSI CONC. TO1B 1 .EDGE DIST. 1.3/4' ° EDGE DIST. •1,3/4'. aa ��'' ��Op ��W`� 1 drawing o no. SEE SHEET 15 FOR ANCHORS 1DT. ��°� SEE SHEET 15 FOR ANCHORS _ i S •"41•' — — _-- - --_ ,-TWO-(2)-TRACK-DOOR DETAILS ''�''/.,5,/ONAI -• W10-31 funull -(sheet 18 of 28) TYPICAL ANCHORS l� V cOi SEE ELEV.FOR SPACINGo /1�l� 1/2'MAX. PANEL WIDTH �R �Y I LOAD BEARING a #10 X 1-1/4"SS PH SMS vl[� PANEL WIDTH O y per, SHIc G 1 I PER CUP ' HQ D.LO. J F © #8 X 3/4-SS FH SMS - Q Z 1 PER CUP a ® - D.LO. -• o g O a6 cOi ES z 0 z Si litT/III —iiiir:-.7=7—_ ---1. 66. 4.-i-i Rm.:. LiNgemses !hz „,,-lir rg, © — --itftitiall- 0 Lag et O 0 © © © Q � o W E4 E9 O D.LO. INTERLOCK -ASTRAGAL d. N FIXED PANEL (REINFORCED) C NOM. PANEL WIDTH EXTERIOR Er a DOOR FRAME WIDTH oa oaao.Ro�jaya l�itmeD c' O lit •- bmQ(ne Coda S Flarilo c' 0 w 1BY WOOD BUCKS Acceptant*No(7gdzil��,�',s p Cilk SEE NOTE SHEET 1 �` a las ala—`T•ar” O LO n o wilt'AaM 3 N M I 1/2"MAX. L� #10 X 1-1/4"SSPPH SMS ER CUP G� d 3 J N LOAD BEARING - a K1 L1 �i N EE z SHIM PANEL WIDTH z 3 PER PANEL 1/4"MAX. 6 3 4 0 1/2'MAX. So AT 18"FROM EACH END® LOAD BEARING METAL 2 _O a TYPICAL ANCHORS AND AT MIDSPAN SHIM STRUCTURE U O g D.LO. LOAD BEARING SEE ELEV. U ell" SHIM 'FOR SPACING #8 X 3/4"SS FH SMS I TYPICAL ANC .RS _ 1 PER CUP Y SEE �J���- • 1 TYPICAL ANCHORS FOR SPACI G � � I SEE ELEV. irmil,i0.7.--, _`-_ 1FOR SPACING 8 8 g .,... =:cl,5iL. I'j_ �' a I:=IN: = -- _I:I�= 6�IL�I _ 11lr __ I jj W it C�11C� �_�� �-' I �: Ij �.;, II � �JI I III - '0 61. -� EXT. �� � C^�II 1 o y �� 1 •N's o 6 EXT. L---- ' o DOOR FRAME WIDTH EXTERIOR DOOR FRAME WIDTH -. DOOR FRAME WIDTH c%c'' FIXED PAN 2BY WOOD BUCK EL `1111111111//,i 0 OR 1���PQ+ i,' d 1 WOOD STRUCTURE SEE NOTE SHEET 1 �V SF"•:::, .A n 7-0/ 1 cr- _ MAR 0 5 2018 ' '• OA of drawing ;k9...' ,RIDC.:CPS W10-31 - -- --- -TWO-(2)-TRACK DOOR DETAILS - '''''is/C1AL�e1�1.`` (sheet 19 of 28) — -- - . . . . — REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. SEE SHEET 15 FOR ANCHORS o . 3 5/8' EDGE i EDGE DIST. EDGE DIST. 3 5/8" EDGED I 1 1 i-15 -, gi •ft 1ST. ft 3 5/13. 11111111111111 --..M11111111111111 — §22 DIST. L •.• ..• •• .... --el_ 111111101111.111111ftwo......,.. .1011111.NiMir..0 —go• -Imili:7..7_ . ...._ MllIll»,xmmmm._..qMIII::!„ .. ...._, ... ....., ,,,.. ..... . ..,.. ,. • , , iii- . gl.:LIti I • ri..3. ..._001 o tR Ca , 11111111 il imil 1.11 . _ I I.; li I WEEP SIZE 1/4" X 1/8" g°to i 11 5 a 1 ,--ap— 3 . CD ' 0 MI o iii CD CD 0 4 b a I ce 20, ss sama g' tisZ:5'g 1 dl E: CD I .1r CD OD (=51-t 11r, , . , H, r • , ,•„.-• . . , , , 1 ..,.. .,; . , . c , , E — ill , , . , ... OPTIONAL . o il al X = L.- SLANT SILL ADAPTORS 1 l•1 = X 01 0 i I i I , 11 I . 0 W 14 II I roi:3i DosFACOORACiTILVEVER 1 i u.,,,.q . 0 .4 -in •s in . 4 ,h _ IA., m 14 _ - — c z,it ,r1.4 2 ,,,) g, . - ii I'. I.I „ , I I 0 1 I I .ii il t5, (.3- M M PRODUClr UMW. h 1 .1•I ) i if' as csmptHee with Wm Refits . ' 1 Weiss Cede. II t' ' — ACCeplatIdtaff 114 .20 u 0 0 , , aptness DM , •!I • ii it . 1 40il.7.:4.44Ug.;,....4.....S..-.." SILL RISER •ii. I'I I I. . 0) REOD. FOR.LOADS c 1 I . "" l ABOVE+60 PSF m •I POURED&HARDENED HIGH,NON-SHRINK. 'A" . SILL RISER REOD.FOR LOADS i N tgigi , L... ec=so.PSI MIN. ABOVE+60 PSF r., i ,.. maiii mNouTsTENTRANcG6RwiNDAwsEAR Triv 1,1: - . , Aix @ LOADS TO STRUCTURE . 1 • 1 VI 0 t 1 Pral ® • 0 4 '80\ ©11 .4 0 . el h je • ® cii, S•g, Flit, AT 0 th„ k mr.V. c 'I \-.t.,. --..--- ''' * s_Le •0,„,i, z.-i--7- .", -_, :• .."••' N..ill A -,-----, - , - - -1---ammo ..,...............za. ,', a ...is sm....m=13r I,.. illow s ..• • '"""" d .1 i i'm 1 /n% S _ - ,g• 1.,s4 g 4• . . • .. — ..e .. —3, . • • • ' ,.. .4,. 1 , !..,•:.... ;.. ...4.• •.• ..,..," 3 KSI CONC. . . . . . .. • • . '' ''''" •:'. .4•,'" ',,.' 4. 3 KSI CONC. •3 5/B. .t EDGE DIST. •',. •, .,. EDGE MST. •' . .., /8. . , 201;---2.:\ isl c * ‘drawiong-3noi EDGE DIST. ..: 3 5/8.: ''' . -8 . • 1 c 1 AR 0 5 SEE SHEET 15 FOR ANCHORS •„ft,-mt..' ...? 1, 0 W1 __ _ ,.'"',,,6'/OZI:V ‘‘'ss :., -- - - FOUR--(4) TRACK , _-DOOR DETAILS - ,,, 1,'''' (sheet 20 of 28) . - __ __ • TYPICAL ANCHORS 1!1 1'? SEE ELEV. PANEL WIDTH fp o FOR SPACING 1/2•MAX. 1/4•MAX. Z 'F.,1. LOAD BEARING - SHIM a SHIM ,40 2 0 L3 LOAD BEARING (� STRUCTURE I 5 G t 1� D.LO. R�'t��S!3(�� iL op g� �I r0` ''i (' TYPICAL ANCHORS d i Igu w.•a i r- FSEE OR SPA ING Z�jny ._ _ R 12 O ��!! _ .„ : Maw + &{ZIT l9 vli aco " — 11r u 0�ta3 Y ` ro hF II- 1 N IL et Z ID C �;106IC a 6 2 e a It a e 1:.:::! 11 nt"1; ••••• •• I -6 M nt 41 t EXTERIOR ilt ^l____ .0 a , oti - z oW EXTERIOR #10 x 1-1/4•SS PH SMS § ,o 1 PER CUP C _ DOOR FRAME WIDTH O 3 PER PANEL FROM G 1 = O r C OR LARGER AT 18• EACH END O s W N•-of WOOD BUCKS 1/2'MAX. AND AT MIDSPAN 1/4•MAX. 3 M n . LOAD BEARING - #8 X 3/4•SS FH SMS LOAD BEARING 11 METAL "0'�-•, . 2 SHIM O i 1 PER CUP SHIM 1— STRUCTURE I i Z L'^ 1f2'MAX. n uc$ TYPICAL ANCHORS __S li 1 G} LOAD BEARING - SEE ELEV. TYPICAL ANCHORS g U.-m SHIM ■ FOR SPACING �I�sA�ll ! FOR SPACING t 1 _� 11111111111, II 1 II �7iiC 71�,11� R TYPICAL ANC *RSSEE . - �1s amt■ y.....! FOR SPACI G I'F3_ • N -- II- I m LI m n LI All' II N 1 Nj _ co -a IICt` Il ;710G� i i T of _rT�1 ``'-- 1 0 21 i h ��� tN n?,i=n • a ■RDDucrt+evtta► 7.." ""------,-, �II °' ' � - s o o gl m J w aces ) 1 • c �L_Lw,.�, Aaephata Na 6.-2.�d k LLLJJJ E■PI+Adtw twos ? � EXTERIOR ��� EXTERIOR l_____owl nuiY o s. • oaf tlhy Comwl ,.4:"..-'‘.*- �% DOOR FRAME 1576TH DOOR FRAME WIDTH /•. c n 2X8 OR LARGER WOOD BUCK 1 f }Y= t gnfp �� ;.4�` drawing no. WOOD STRUCTURE MAR 0 5 2018 %,`.'S,.f20R�k:��y W10---31 - FOUR (4)-TRACK DOOR DETAILS �i�„�11,,,5� (sheet 21 of 28) DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ft,4. V_ • I i ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO ±60.0 PSF 41i1 "' I li! 810-16% 1/2' j.j, HH SELF DRIWNG SCREWS Z b A a i AT 6.FROM ENDS& 12.O.C. o m/ 4 o III i� )90' CORNER ©135'CORNER H W ;,o a d g.a V II!I 810-24 X 1/2' FH THREAD CURING X 1/2'EWS /` \\', d o F4`, U ! FH THREAD CURING SCREWS AT 6' FROM ENDS& 12'O.C. \� pp1I 'I AlAT 6' FROM ENDS& 12.O.C. G � o t H m• o'artm 8. ___ ice' ��: a tjj1 AT HEAD SILL , ® a Z N'' o imiimia__ et 6'A 2 o 3 it.1 r - III st i — \off �' d e 2 ..-.-I 1 I M! _` �494' § c EIMo- Cr? EXTERIOR • C F-i, g. EXTERIOR D.L OPG. MITERED WELDED JOINTS H N AT HEAD/SILL al N n e PANEL WIDTH _ PANEL WIDTH o •M n m DOOR FRAME WIDTH DOOR FRAME WIDTH C Z- #10-16 X 1/2' '5 HH SELF DRIWNG SCREWS M •(2 p AT 6"FROM ENDS& 12"O.C. 0 1 3/4" 3 5/8" - 3 5/8' - - ,'514 'hy\4 •7‘)\ • (4)ANCHORS 11,1- IIII' Lii `-- `�— \\ (4) ANCHORS +.•RODDc.a. uwr Irmo s 6' 6' B' 6• 6` Aoceph.tt No l'7-I2(5'. W J s` Exp ranee 41e- 4 I»I v a 1 T�1 MYer'Walt Vadat.,Coolie; (6)ANCHORS 111!1— z III64 k- LL `-- `\ \`\ (6) ANCHORS 1.°P.5 O,s z O 6•- 3' 6' 3' 6' 3' 6•. 3' e" - 3 6` 3' 1.-- .._____,,__,,__!, `11\111111////� o i • \ ``�Jln`: irrr Y. ANCHORS LL- I ISI Lii \ -(8) I \ ` ANCHORS III t- `�_� \___ \\_ (8) _* Jdo• /^ 4 8 �' l 6' 3' 6' 3' 6' 3� 6' 3' 6' 3' 6` 3' - f, .. MAR 0 5 2018= '. ¢ATE F :'1.: drawing no. TWO (7) TRAQ( THREE (3) TRACK FOUR (4) TRACJ TWO (7) TRACK THREE(3) TRACK FOUR (4.) TRACK '„,S,SRGRI `.•�Gk.,� W10-31) '''�I�IIOfN„A111````` (sheet 22 of 28) • V` EXTERIOR MOUNTED '' POCKETED JAMB �� .0 TYPTYPICAL, B OR ANCHORS Z i P' O AT 6'FROM ENDS AND 2 zF q 9"O.C. INTO WOOD/CONC./METAL f M 2 I 1-1/8'MIN. 6"O.C. INTO BLOCK ONLY Q d . Tp 0 1-1/2'MIN.WOOD EMBED -.mama 0:O �,Ir o 8 EDGE DIST. 1-1/4"MIN.BLOCK EMBED O 0 TYPICAL PAD PILE INSTALATION LOCATION 1-3/4"MIN. CONC. EMBED U. µI 1/6'MIN. METAL THICKNESS rgp C a CONC. i • 8 BLOCK C1 p .i 0 I A t .„..:7 . , WOOD Or O 2 . L• METAL p aoa (C-- i: ral � pm` JLig(r1 JpJp Jiff- . ¢p Q W a1 f F EXTERIOR x I U • 01 a v • y a M C N S 0 W TYPICAL AT PANEL 4 CORNERS N v T�i1Ll = c POCKET CAVITY NOT BY CGI CI Fn 0 NOT PART OF THIS NOA 01 m TO BE REVIEWED BY AHJ - 30 .M A n DOOR FRAME WIDTH Z�` N O 0 O- 3 - NOM. PANEL WIDTH U' p I rr+J■i�� ir w1 dip giggg •p F�II 1 E vinWraotice�Nrr l5���, ,,,,,,,,,,,,,,;1=,� I .. ®I�en' � Gore u b o oo --1� O O f;+::::`� ` �l�J' 1 �'3i■ Q Il• am l4y rodar CooMd n n ____ _.----— IM—-7-.---_,—.-- .5 15 •Eoa z 'n-o EXTERIOR ® ````111u1I rr,,, a '' r �� 4 MAR 0 5 T018_ 1/ / :5f ------------I � A OF 4,� drawing no. - - -- - - - rrrrnl ,,00 (sheet 23of28) • CODE PART No. DESCRIPTION MATERIAL MANUP.TRREMARKS f E1 CGI-183 FRAME SILL 2 TRACK 6063-T8 CC!EXTRUDER - U fig n E2 CGI-151 FRAME JAMB 2 TRACK 6083-T8 CGI EXTRUDER - .Y /o E3 COI-186 FRAME HEAD 2 TRACK 6063-T8 CGI EXTRUDER - z m P E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - , 0 y @ -� E5 CGI-154 INTERIOR INTERLOCK 6063-16 CGI EXTRUDER - ,raj w a E 2_, i E6 CGI-155 MAIN STILE - 6063-T6 CGI EXTRUDER - g Ea. S CO E7 CGI-156 TOP&BOTTOM HORIZ 6063-16 CCI EXTRUDER - O 0 0.0 U EB CGI-157 SILL RISER 6063-16 CGI EXTRUDER - d g t u. E8.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-16 CGI EXTRUDER - rg 0 C E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-16 CGI EXTRUDER - 8"g - E10 CGI-159 INTERLOCK REINFORCING(LENGTH m FRAME HT.-B') 6063-T6 CCI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS El CGI-182 FRAME SILL 3 TRACK 6063-16 CGI EXTRUDER - TWO POINT LOCK BY 'SUWVAN' OR 'INTERLOCK' LOCATED AT ' 0-1.1g E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CCI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM 0 dI b rc E13 CGI-185 FRAME HEAD 3 TRACK 6063-TB CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) 0.'12 O 19 E14 COI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) LL i N s. o E15 COI-170 POCKET HOOK 6063-16 CCI EXTRUDER - ZINC HANDLE SET (PART #5M5500) & (PART #SM2300WH) , -o E16 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CCI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) Q 6 f O m E17 CGI-123 1'GLASS GLAZING BEAD 6063-15 CGI EXTRUDER - E18 COI-153A EXTERIOR INTERLOCK - 1 (OPTIONAL) 6063-16 CGI EXTRUDER DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E19 CCI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-16 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM m E20 CGI-155A MAIN SOLE (OPTIONAL) 6063-16 CGI EXTRUDER - BOTTOM E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-76 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART /JHD-3310141) c SECURED WITH (2) 10-24 X 1/2° FH SCREWS n E22 COI-158A ASTRAGAL (OPTIONAL) 6063-T6 CCI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED 1 Cs Is E23 CGI-166A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) U CJ n E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 COI EXTRUDER - ZINC HANDLE SET 3 C1 w • E25 CGI-184 2,3&4 TRACK FRAME SILL SCREW COVER 6063-T6 CCI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2' OH MS 2 .o E26 CGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 CCI EXTRUDER - STEEL KEEPER (PART AHD-3310143) s c E27 COI-188 FRAME JAMB SCREW COVER(OPTIONAL) - 6063-T5 CCI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS 0 CV o LO N E28 CGI-1028 FRAME HEAD 4 TRACK 6063-76 CGI EXTRUDER - 2 3 N M' j E29 CGI-1029 FRAME SILL 4 TRACK 6063-16 CGI EXTRUDER 0 M n E30 CGI-1030 FRAME JAMB•4 TRACK 6063-T6 CGI EXTRUDER - C E31 COI-1057 FEMALE CORNER ADAPTOR(901 6063-16 CGI EXTRUDER - +O O 5... E32 CCI-1058 FEMALE CORNER ADAPTOR(1351 6063-16 CGI EXTRUDER - 13 V,,o G E33 CGI-1059 MALE CORNER ADAPTOR 6063-16 CCI EXTRUDER - B U M1 CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - - i , M2 COI-171C FIXED PANEL CUP(2-1/2'LONG) 6083-T5 - 3 0 AXED PANEL M3 CGI-173 AXED PANEL SHIM NYLON - 2 PER FIXED PANEL NRODUCIMEYIIIIIP M10 CGI-176 FRAME HEAD ANTIUFT&PAD PILE WOOL/NYLON SULLNAN 1 PER INTERLOCK/ASTR. brdio�g � �aro 661 M11 W23201 NC PILE WITH CENTER AN WOOL ULTRAFAB OR EQUIV. - AatpI. No (7-(21.20 .N_g M12 - BOTTOM RAIL STIFFENER, 1'LONG,2 AT EACH END ALUMINUM CCI EXTRUDER 4 PER BOTTOM RAIL &prim Date 9(i-2( o L B M13 TA-5I-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL A Ii.L cw n Y1 1J M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL Vt`te Rbdr PJUIUOCO 491 .B 5 6.- N M14 SOD-500 DUAL MOROSE LOCK ST/ST SULLIVAN ATTACHED TO SOD-503 v b 2 2 M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A n M15 SGD-507 KEEPER ZINC SULLIVAN INST.W/2 810X3/4"PH c q u ^ M15A SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#10X3/4"PH MAR 0 5 2010 ....6..-_!' - 9 V oo n M 1 6 500-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 810X3/4'FH •� - M16A P501-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 810X3/4'FH 2,2 220 M17 SGD-5500 HANDLE SET ZINC SUNAN/INTERLOCKS - )--.- M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN . -LLLA,A�tt1�1IR1„IIT7j o U. M19 SC52000 SILPRUF SEALANT SIUCONE GE - •�`1�.0.... ', a 1 M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL - o ,t?., M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL '•` % ._ M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. i{7 I i•{y o M23 HD-12-10042 .350'REACH POCKET SEAL - AMESBURY - _ '• _ ( ' 143 S2 - #10 X 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER Al drawing.:_.,L no. ` ''c�```' W10-31 'Y'cu , to (sheet 24 of 28) 5 .0704.735 .070 .1 1.340 1.340 ��U V b 1 I .675 120 ri FF-f 1.250 --7 �� 4 �- __.1. J� o .860 .847 - 1.280 ,847 1250 '. F .995 .1.184 050 .9475 .995 .050 •985 r� Z b F� J h 3.255 �� 1.184 1-- 3.255 a 8 Z 1 al 4.250 4.250 G a c,c v Q FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) eg-a -'070 GLAZING BEAD GLAZING BEAD 1 ts- ---.070 a ao �� LAM.GLASS INSUL LAM.GLASS 9 1 p g .995 1. .995 O tyn -- -tor" .075 .075 1 1.508 1.186 ® ivozgb �_� TOP/BOTTOM HORIZ (OPTIONAL) O p 1.070 Jtr b 070 2.600 O TOP/BOTTOM HORIZ O yd.y0 .6 �f J 4! .753 - 3.000 .995 .7�5 .065 I4 1 F - - .060 1.831 - 3.000 Q W?° ef 4.735 01 I I .070 1-..-.125 .070 . .,74/ 5.921 .156 <6220 1.490 1.415 M2 FIX. PANEL CLIP 1.490III 1.415 i i E1 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.000 ^-, .120 - - 3.750 3.750 - 2.005 - v N - 2.755 EXTERIOR INTERLOCK (OPTIONAL) - 2.005 in c .155 .125 E6 .070 7.366 ® § u+ MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) ,� .070 - 3.000 2.755 Q lv - 1.870 995 .265 • .125 3.000 Imo- 1.610 .095 .095 C N �` 3.510 3.572 O 1 C=N o 7 SILL RISER (OPTIONAL) 1.870 I I-N.rn ij 1.600 1.870 .070 - 1.770Ef 1.415 1.610 1.415 N M .060 1'770 M n 3.188 3.572 •060 d 2.005 - 1.255 2.005 - . .070 - .070 2.005 - 0-t2 • 2.005 - E6 1.625 g U O^m P O INTERIOR INTERLOCK .582�i_, 1.255 - INTERIOR INTERLOCK (OPTIONAL) i 110 OUTER TRACK ASTRAGAL STILE Q INTERIOR TRACK ASTRAGAL STILE995 -1 1.186 ® 2.120 - ® 2.005 - INTERIOR TRACK ASTRAGAL 572 0 POCKET HOOK (OPTIONAL) .741 1\ 5 0 .060 1.831 .625 0 gg 1.501 J 2.591 mM I l ft.NVo 3.341 .156T 3.750 - 1.920 - .062 D b o o i - 3.000 - , .155 1 2.670 V , m 0 ` 8I I .625 1-,,,,,.,,q on Ea EXTERIOR INTERLOCK 'O70 © {�-625 L122,=.0 �'1 SILL RISER (OPTIONAL) 1 3.510 SILL COVER(OPTIONAL) 1.825 titODUCCIIEv ``7,1U 1lJi777. o - x.125. 1:600 1.870 funding C�NtYtr�i(� ``��;P�P..�, �� d V i i 4 AapireisccNo o n - - .125 ,.3,0 plyir�dw Bete = '. }i 2.005 E.,1 �.L1.c. =moi J :�7- 'o� 8 u • Yirr'tYdr Pniuet - / = L e 0 5 oma JST OF r .` drawing no. 0 E23 ',,�' •1 AZ Dh:• ' ' W1 -3 ` 0 1 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) - - -��h!p� L`1- - iunu,N (sheet 25 of 28) • - 1.886 - • -1 1.375 - ���{{{ 510 ' U'''--; 1.615 - 2.270 • � .125 060 n - - .128 1.886 - .128 .128 .260�I I2 ` ,Q (-`�-^1 .125 .190 1.650 -1 J -.640 O :1! 1! U q 3.528 e -+ FRAME HEAD COVER 12 z a .774 4 1.886 .125 1.485 4.765 .065 : - a 6,0 0 0 .190 - EL--) .774 •190 1.330 .080 1.621 .640 O��u L� U O. 1.886 - .34 fg0C L 2.412 I -1.520 ��Nn �I 1.347 I 1....- p 060 850'�f7 2.581 F-.625 a i i c 0acals • ® FRAME SILL COVER 0 4 t- E31 FEMALE CORNER ADAPTOR (90•) j FEMALE CORNER ADAPTOR (135•) a3 MALE CORNER ADAPTOR O FRAME JAMB (2 TRACK) H u,p s, - 1.375 - .243 2 N . sZ� • 1.791 Q 622 F .060 - ...1 1.620 8 N v b © FRAME JAMB COVER g c n g m 5.951 .080 - 1.620 .725 7, b .065 - - -� .125 Ori w .5�4-5 E w 1 - 1.620 1.508 090 .065 o O r c I II I I 3 N M+o .625 Fes- .664-.J F_ O •M m W C Z J 0 FRAME JAMB (3 TRACK) M2 FIXED PANEL CUP 1 3 o 0 wtODUcrREMO = .osagC. with wMAY n • kidding Qde EttrwDc17-iZtst•4 - b 3 apLf8ie bzvzI, raMrr FProduct ammo! . E C 2 � O . N D c c i C ````J 1111 i ,,,,,,, •-• •„ - )�:•' .4!$"--: 1 n MAR 0 5 2018 _ *E 0 ST OF .- •••• (drawing no, • • -- ry,,,, 1 ,,,,,oP' (sheet 26 of 28) - (/�i�\+j 'L) U/ —1 w m i iv m J 1 o i k b o o " n lT L I 11 JJL 'IL Fi— ts A O A ib O a o 0 a o II C) m Li b g i iio I. S ` r� �j�a \\ ,, A \ \\ \ \ \s IIII11T -- I = _ s \ / I 211' \ \ \ . \ at dm r . 1,,,111.... ..,......11, m rfa 'i - i .... ,.....„,...,. 6 r ti /T/111111 L\ s a (dd. 05-20-10 '(revisions: ) SERIES SIMNEL 150 ALUM SUSNG GLASS DOOR(LM.I.)) AL-FAROOQ CORPORATION a g' o no_dote by description .� ENGINEERS T PRODUCT DEVELOPMENT =0216 3/8-_1-) E 01.11.16 GENMAL REVISION CGI Windows and Doors, inc. N 0 , u'07.27.17 NO CHANGE THIS SHEET 93G0 SUNSET DRIVE,SUITE 220 D ( 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N.3538) IR M I dr.8>1 H"1,.28,17 NO CHANGE 1085 SHEET MIAMI, FL. 33172 TEL(305)26441w FAX.(305)262-43978 V EA 0 0201.18 NO CHANGE THIS SHEETo I tcsg —>• ° (elk.5y: 3- _., TEL(305)593-6590 FAX.(305)593-6592 ( COMP-ANL\W10-3/CGI1 1 –- — • / . 7,\ ` \ :•,_.', . . . . ' \ L., X 1 "I i 2 . \ \ ' \ I *, , , s \ ‘1— , IN \\ \p/ AT/ _.... / , IP , IT )9/ , (\ / -IIINIMINIM ' \ \ \ \ % , \ ‘,. 0 \ -*7 7-. , -/- " .77' .1 0 7- o x A 2 , ,s T ,ffli,,,,______ IL 1 . ' -1 . , • . \ \ • 11L\ A..."-- -'11,A, ' ' miimmommiimme.' A 71"wA. Aiimmummumk,„ ii ‘ — --- 11111=11.1k, s IINEMNIMIIIIMMMIANIIffie SAMIIMINIXIMMIIIMINIXIMNI", 41.. . 111.11111MIENIMIMMIL, --..".".. .""1 I UM I I I MI I I I I I I I I MI I III M I I IM I I IM /11 \\e 0 , n ifitg MINIMMI111.111.111ML IIMIIMIIMMIIMIIIMIIIIIIIOL, ' VEIN \ ‘ o r e . 0. ‘./imim "\‘ ‘.1-riTi .,; Illk„ \\Ilk I. --- -----111, . 1111.11111111111ey) ..‘,r_.-V,____.• . ."-. %. .,......• •,c,,. _0.:,.v . 0. = • ,,,,.,%••go ., IO, .z:- ‘F 0 ‘? 0 1 mst Hitt,-` • (doto: 05_"_,, 3 (revisions: / [SERIES SWI1NEL 150 ALUM SUDING GLASS DOOR(L1.1.0) AL-FAROOQ CORPORATION a no dote by descnetion ENGINEERS&PRODUCT DEVELOPMENT abate:M ve-r) L 01.11.18 GENERAL REVISION CGI Windows and Doors. Inc. 9360 SUNSET DRIVE,SUITE 220 f . CI 2 k,07.27.17 NO CHANGE THIS SHEET 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N.3538) T, I id,by: ) N 1119.17 NO CHANGE THIS SHEET (1 = 0 02.01.18 NO 1:11ANGE THIS SHEET MIAMI, FL. 33172 TEL(305)2134-8100 FAL(30S)2624978 , cots) -.1, P fa&by: 1 TEL(305)593-6590 FM.(305)503-5592 ( COMP-ANIAW10-31CGI . 1 . , 1 . 1 . 1 1