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APPROVED REVISION OFFICE COPY ,£up Odo - op 1 3 1560o fet z- If g r. 43 0 , z --______HF. Lit La -3 0 -� 1. _ o Q Z Cy C.0 _ P&C Construction u j cm. ® z Project: 19001 19001 -Art Rutkin Elementary School 2133 NW York St 0 Q Q 6960 SW Sandburg Street • Portland, Oregon 97210-2108 W i Tigard, Oregon 97223 P: 503.665.0165 IX cp 5 Construction Submittal #084113-084113-011 .1 - HOT - Storefront Shop Drawings & Stamped Calcs 084113 - Aluminum-Framed Entrances and Storefronts Revision 1 Submittal Manager Zach Hunt (P&C Construction) Status Open Date Created Mar 21, 2022 Issue Date Mar 21, 2022 Spec Section 084113 -Aluminum-Framed Entrances and Storefronts Responsible South Town Glass Received From Amelia LaBadie (South Town Glass) Contractor Received Date Submit By 'r Final Due Date Mar 23, 2022 Lead Time r f Cost Code , Location Type eBuilder Submittal 268 Number Approvers Art-Rutkin-Bora (Bora Architects), Zach Hunt(P&C Construction) Ball in Court Art-Rutkin-Bora (Bora Architects), Zach Hunt (P&C Construction) _t Distribution Josh Oakes (South Town Glass), Kyle Sutherland (P&C Construction), Jared Steagall (P&C Construction), Randy Peterson (P&C Construction), Zach Hunt (P&C Construction), Jason Goodenough (South Town Glass), Thomas Augee (P&C Construction) Description Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information 084113 Storefront Shop Drawings REVISED Attachments Structural Calculations.pdf Art-Rutkin-Bora Mar 23, 2022 Pending Zach Hunt Mar 23, 2022 Pending BORA ARCHITECTS, INC. 0 REVIEWED ❑ MAKE CORRECTIONS NOTED ❑ REJECTED ❑ REVISE AND RESUBMIT Reviewed for Conformance With Design Concept THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN g CONCEPT, CRITERIA, AND INFORMATION GIVEN IN THE CONSTRUCTION By: DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL DURING THIS REVIEW DO NOT RELEASE THE CONTRACTOR OR THEIR AGENTS FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND ADD SPECIFICATIONS. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR AND 03/28/2022 THEIR AGENTS ARE RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; ADHERENCE TO APPLICABLE CODES AND No Exceptions Taken El INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION Make Corrections Noted ElPROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND Nonconforming-Resubmit ❑ PROCEDURES OF CONSTRUCTION; COORDINATING THE WORK WITH ALL OTHER TRADES;AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. Phone: 503-226-1575 03/22/2022 SSS / DATE CATENA CONSULTING ENGINEERS BY P&C Construction Page 1 of 1 Printed On: Mar 21, 2022 08:29 AM PDT i; I t • 2324 12th St. SE Salem, OR 97302 503.581.1050 Fax: 503.581.2575 OR CCB #: 1043334 — I __ S S WA CC#: SOUTHTG972J4 Letter of Transmittal To: P&C Construction - Office Date: Friday, March 18, 2022 2133 NW York Street Project: Art Rutkin ES Portland, OR 97210 Attn: Zach Hunt, Jared Steagall, Randy Peterson, Kyle S. 2 Shop Drawings ❑ Bid ❑ Change Order 0 Prints 0 Copy of letter ❑ Insurance Certs. via ❑ Plans ❑ Samples O Specifications ❑ Data Submittals COPIES DATE NO. DESCRIPTION 1 03/18/22 084113 Storefront Shop Drawings - REVISED - Stamped 1 03/18/22 084113 Storefront Structural Calcs - Stamped THESE ARE TRANSMITTED as checked below: E For Approval 0 Approved as submitted 0 For review and comment O For your use 0 Approved as noted 0 For Bids Due ❑ As requested 0 REMARKS: Copy to: Job File Signed: AMELIA L PA IE - PRECONS 1 ►zL.tCTION PM ,5 �GINEF s, ART RUTKIN ELEMENTARY SCHOOL A.P 15989 SW TAYLOR LN. = Ir � GO N : TIGARD, OR 97224 L ,y e13 CO Jt. • 6. 19 ti ARCHITECT: GLAZING SUB-CONTRACTOR: GENERAL CONTRACTOR: R o OeERT#� BORA ARCHITECS, INC. SOUTH TOWN GLASS P&C CONSTRUCTION o 720 SW WASHINGTON,SUITE 800 2324 12TH STREET SE 2133 NW YORK ST EXP 6/30/22 PORTLAND,OR 97205 SALEM,OR 97302 PORTLAND, OR 97210 9 503.226.1575 503.581.5001 503.665.0165 v3 w PAGE CONTENTS 100 COVER PAGE 100a STRUCTURAL NOTES 101 ALUMINUM DOOR AND FRAME SCHEDULE STOREFRONT AND ALUMINNUM ENTRANCE MATERIAL 102 RELITE SCHEDULES(DOORS&FRAMES BY OTHERS) 200 ENLARGED 1st FLOOR PLANS 201 ENLARGED 1st FLOOR PLANS MATERIAL FINISH 202 ENLARGED 1st FLOOR PLANS KAWNEER 451UT STOREFRONT FRAMING(2"x 4-1/2":EXTERIOR) UC139133 DURANAR 203 ENLARGED 2nd FLOOR PLANS COMMERCIAL BROWN 204 ENLARGED 2nd FLOOR PLANS KAWNEER SOOT INSULPOUR ALUMINUM ENTRANCE DOOR(EXTERIOR) UC139133 DURANAR 300 EXTERIOR STOREFRONT ELEVATIONS COMMERCIAL BROWN 301 EXTERIOR STOREFRONT ELEVATIONS DRAWINGS PREPARED BY, UC139133 DURANAR 302 EXT.&INT.STOREFRONT ELEVATIONS Mad CADder KAWNEER 450 STOREFRONT FRAMING(1-3/4"x 4-1/2":INTERIOR) 509.590.3667 COMMERCIAL BROWN 303 INTERIOR STOREFRONT ELEVATION bret52@botma,I.com UC139133 DURANAR 304 INTERIOR STOREFRONT ELEVATION KAWNEER 500 WIDE STILE ALUMINUM ENTRANCE DOOR(INTERIOR) COMMERCIAL BROWN 400 EXTERIOR STOREFRONT DETAILS REVISIONS: 401 EXTERIOR STOREFRONT DETAILS DATE e' 402 EXTERIOR STOREFRONT DETAILS 403 EXTERIOR STOREFRONT DETAILS GLAZING SCHEDULE 404 EXT.&INT.STOREFRONT DETAILS 405 INTERIOR STOREFRONT DETAILS TYPE MAKEUP LOCATIONS 406 INTERIOR STOREFRONT DETAILS CILG-1 1/4"SOLARBAN 70#2 CLEAR TEMPERED/1/2"BLACK SPACER ARGON/7/16"HS LAMINATED PER ELEVATIONS (3/16"CLEAR HS/.060 PVB/3/16"CLEAR HS)-1"O.A. cL CIG-1 1/4"SOLARBAN 70#2 CLEAR ANNEALED/1/2"BLACK SPACER ARGON/1/4"CLEAR ANNEALED-1"O.A. PER ELEVATIONS 0 CILG-2 1/4"SOLARBAN 60#2 CLEAR TEMPERED/1/2"BLACK SPACER ARGON/7/16"HS LAMINATED 04 O Z PER ELEVATIONS p Q (3/16"CLEAR HS/.060 PVB/3/16"CLEAR HS)-1"O.A. cr.) O IY Q c CIG-2 1/4"SOLARBAN 60#2 CLEAR ANNEALED/1/2"BLACK SPACER ARGON/1/4"CLEAR ANNEALED-1"O.A. PER ELEVATIONS O O O U1 D O CLG-1 7/16"CLEAR LAMINATED(3/16"CLEAR HS/.060 PVB INTERLAYER/3/16"CLEAR HS) SEE RELITE SCHEDULE } < D- ZO < 1.7_Z Z CTG-1 1/4"CLEAR TEMPERED PER ELEVATIONS H W __I ABBREVIATIONS AND SYMBOLS: w of w z w < = 0 — ELEVATION NUMBER GENERAL NOTES: AFF ABOVE FINISHED FLOORIII Z f— DLO DAYLIGHT OPENING — PAGE NUMBER CC d THESE SHOP DRAWING ARE FOR REFERENCE ONLY.THE MAD CADDER TAKES NO RESPONSIBILITY FOR MISINTERPRETATION DOW DOOR OPENING WIDTH D OF INFORMATION CONTAINED IN THESE DRAWINGS BY OTHER TRADES. DOH DOOR OPENING HEIGHT — DETAIL NUMBER c0 L PAGE NUMBER ♦- THESE DRAWINGS REPRESENT THE MAD CADDER'S INTERPRETATIONS OF THE PLANS AND SPECIFICATION.THE EXT. EXTERIOR 0 < m o SUBCONTRACTOR,GENERAL CONTRACTOR AND ARCHITECT ARE TO REVIEW AND CORRECT ANY DISCREPANCIES.ALL CONDITIONS, INT. INTERIOR G o G APPLICATIONS AND INSTALLATIONS OF MATERIAL SHOWN ON THESE DRAWINGS ARE TO BE CONFIRMED ONSITE AND/OR IN WRITING NFD NET FRAME DIMENSION w PRIOR TO FABRICATION,ORDERING AND INSTALLING OF MATERIAL. o a CC S.F. STOREFRONT a 0 ENGINEERING,WIND LOAD AND DEAD LOAD CALCULATIONS,IF REQUIRED ARE NOT PART OF THESE SHOP DRAWINGS,AND SIM SIMILAR DATE. 1/28/2022 SHOULD BE CONSULTED AND CONTRACTED BY OTHERS.THESE DRAWINGS SHOULD BE USED IN CONJUNCTION WITH TBD TO BE DETERMINED DRAWN BY, BURK MANUFACTURERS PUBLISHED INSTALLATION GUIDES AND INSTRUCTIONS, TOH TOP OF HORIZONTAL FIELD MEASURING REQUIRED PRIOR TO FABRICATION AND ORDERING OF GLASS UNLESS OPENING DIMENSIONS CONFIRMED TYP. TYPICAL IN WRITING BY ALL PARTIES INVOLVED(EXCLUDING THE MAD GADDER) R.O. ROUGH OPENING SHEET: 100 COVER PAGE , GENERAL STRUCTURAL NOTES DESIGN CRITERIA. 1. BK ENGINEERS HAS SUPERVISED THE DESIGN OF ARCHITECTURAL Ii METALS IN REGARD TO STRUCTURAL ADEQUACY ONLY. BK ENGINEERS IS 1, BUILDING CODE. 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). 2012 NOT RESPONSIBLE FOR DIMENSIONAL ACCURACY NOR THE WEATHERING INTERNATIONAL BUILDING CODE (IBC). BUILDING IS CLASSIFIED AS RISK f !2- ABILITY AND/OR PERFORMANCE OF ARCHITECTURAL METALS. CATEGORY III FACILITY. -. I 2. GLASS SUPPORT SET BLOCKS @ 1/4 POINTS UNLESS OTHERWISE NOTED. / 2.WIND (CONTRACT STRUCTURAL DRAWINGS): o 3. CONCRETE ANCHORS. HILTI KWIK HUS (KH-EZ)SCREW ANCHORS (ESR-3027). SEE DETAILS FOR SIZE, SPACING, EDGE DISTANCE, AND 1 !� EMBEDMENT DEPTH. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR BASIC WIND SPEED, V/ULT: 130 MPH (3 SECOND GUST) l ! w INSTALLATION OF ANCHORS. `� WIND EXPOSURE: C 4.WOOD FASTENERS. FASTENERS SHALL HAVE A MINIMUM 2 1/2" INTERNAL PRESSURE COEFF: +/-0.18 " PENETRATION INTO FRAMING MATERIAL UNLESS OTHERWISE NOTED. SIZE PER PLANS. 3. SEISMIC (CONTRACT STRUCTURAL DRAWINGS): 5. FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD. FASTENERS SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. COATING TYPES &WEIGHTS SHALL BE IN ACCORDANCE SEISMIC DESIGN CATEGORY: D WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER'S SEISMIC IMPORTANCE FACTOR: 1.25 RECOMMENDATIONS. IN ABSENCE OF MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A653, TYPE G185 ZINC COATED S/S: 0.95g GALVANIZED STEEL, SHALL BE USED. S/1: 0.42g 6. PROVIDE AN INSULATION BARRIER BETWEEN DISSIMILAR METALS. S/DS: 0.65g DRAWINGS PREPARED BY Mad CADder S/D 1: 0.39g 509 5903667 bret52@hotmail.corn SPECIAL INSPECTION/INSPECTOR REQUIREMENTS (OSSC 1704) REVISIONS: DATE Ef 1. SPECIAL INSPECTOR: EMPLOYED BY THE OWNER (OSSC 1704.2). 2. REPORTS: SUBMITTED TO THE BUILDING OFFICIAL AND THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING OFFICIAL AND THE ENGINEER (OSSC 1704.2.4). 3. CERTIFICATION: INSPECTION MUST BE CERTIFIED BY THE BUILDING 0 O OFFICIAL TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. N W o N Z 4. THE SPECIAL INSPECTION AGENCY IS RESPONSIBLE FOR PROVIDING A rn 0 .5 TESTING SCHEDULE THAT INCLUDES THE TYPE AND FREQUENCY OF TESTS. 00 0 ~ w = 0 a 0 O SUMMARY OF STRUCTURAL CONTINUOUS AND PERIODIC SPECIAL rx < a, O < ~ Z U INSPECTIONS Q w z co DC THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE ~ INSPECTIONS REQUIRED BY OSSC SECTION 110. SPECIAL INSPECTION IS NOT ---1w A SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL. SPECIALLY Z o = v 0 INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE U U APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR IS n (" Q a SUBJECT TO REMOVAL OR EXPOSURE. co cy o Rip PRpA-6. wID) °m z 1. RESPONSIBILITY: IT IS RESPONSIBILITY OF THE GENERAL CONTRACTOR s.., �GlNEc� Ss,O uQ o F TO INFORM THE SPECIAL INSPECTOR OF INSPECTION AGENCY WITH e!i .'Q w ADEQUATE LEAD TIME PRIOR TO PERFORMING ANY WORK THAT REQUIRES +•. .P o a SPECIAL INSPECTION. 4 DATE 1/28/2022 2. SPECIAL INSPECTIONS: • =GON DRAWN BY BURK L 'kq 6. q$• � 0 yGj A. HILTI (KH-EZ)ANCHORS (PERIODIC INSPECTION) ��BERT >' SHEET 1 00A EXP 6/30/22 STRUCTURAL NOTES 1. t ��R�D PRpfi�' t �t.co �G1NEF�Q�� TYP. SUB FRAME ADAPTER(SIM. @HEAD) Qy ALUMINUM DOOR & FRAME SCHEDULE.P I I •/- GON DOOR FRAME HARDWARE o — .�. — — I WIDTH X i / � 069201 DOOR STOP ( L 'yQ 6, �q6Q GJ NUMBER TYPE HEIGHT GLAZING TYPE/PAGE GLAZING HARDWARE P. s r;l—•� 027413 WEATHERING FOR THERMAL DOOR'. 1)p >. 9 J rr -ERT 100-1 E FG-A 36"x 96" CILG-1 SO1 /300 CILG-1 /CIG-1 12 I - - - _ u!,' 838521, 838522, 259351 (SUB FRAME) L P j EXP 6/30/22 100 2E FG A 36"x 96" CILG 1 SO1 /300 CILG 1 /CIG 1 11 o Q — — — — I) 1... 100 3E FG-A 36"x 96" CILG-1 SO1 /300 CILG-1 /CIG 1 11 N Ili `"^ _— 115-1 FG-B 36"x 96" CLG R41 /303 CLG/CTG 26 �) w — 115-2 FG-B 36"x 96" CLG R41 /303 CLG/CTG 25 I— Il _____I— II I 1 115-3 FG-B 36"x 96" CLG R41 /303 CLG/CTG 25 — — — — ij I ( — — 118-1 E FG-A 36"x 96" CILG-1 S06/301 CILG-1 /CIG-1 28 ir iII I I l —if::: ::: 130-1E VG2-AL 72"x 93-1/4" CILG-1 SO4/300 CILG-1 38 — — — — _ MN LL J — l 130-2E VG2-AL 72"x 93-1/4" CILG-1 S05/301 CILG-1 81 j —— —— -Fr 141-1E VG-AL 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 39 f�i 143-1 E VG-AL 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 42 188-1E VG-AL 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 9/32" CR01-2E FG-A 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 STOREFRONT FRAMING CR02-2E FG-A 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 AS OCCURS 1 1/4" DOW CR03-2E FG-A 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 DRAWINGS PREPARED BY, Mad CADder CR04-2E FG-A 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 509 590.3667 bret52@hotmail.com CR05-2E FG-A 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 REVISIONS: CR06-2E FG-A 36"x 84" CILG-2 SCR/302 CIG-2(TRANSOM) 66 DATE 383/8"R.O. 38/8" R.O. 74746" R.O. 36"DOW 36"DOW } # 383/8" R.O. 72"DOW i . i5 { "+,-1 36"DOW 1 O Ya"'+5- " `1 74" 1 J4""+5"I .5 �4" 1 114"�.5^. •5^'` 1�/4" �' 1 iy4--4,5-i 4 5",-1Y4" ..kt J! 1 CNI 0 a � Q . 0z ?: I \ 1 _ _ _ i I O 0 J I 0• - cc d O 17- II W , Q• ~ Z 0I _Ii I Q I I III --I (/' n I D I I > { I I— I- o i I -jI I o i Z_ z W w o o I LLJ iv n cn o i z I— -`cc J o_, 2 ///////z 1Lo j l t lrtlA I sQ ic ¢N / N 1 I , _ — o ! , o ) ( o b DATE: 1/28/2022 -+_ I_ - _I I I I — I___I I 1 DRAWN BY: BURK x- ,' INSULATED METAL PANEL INSULATED METAL PANEL TO MATCH STOREFRONT TO MATCH STOREFRONT 500T ALUMINUM ENTRANCE 500 WIDE STILE ALUM. ENTRANCE 500T ENTRANCE WITH INSULATED PANEL 500T ENTRANCE WITH INSULATED PANEL 101 FG-A FG-B VG-AL VG2-AL 3/8"=1' 3/8"=1' 3/8"=1' 3/8"=1' DOOR SCHEDULE DOOR & DOOR FRAME RELITE SCHEDULE - 1st FLOOR DOOR & DOOR FRAME RELITE SCHEDULE - 2nd FLOOR (DOORS&FRAMES BY OTHERS) (DOORS&FRAMES BY OTHERS) DOOR DOOR TYPE I FRAME GLAZING 204-1 VL2/ NA CFG-1 (90 MIN.) RELITE SCHEDULE - 1st FLOOR (FRAMES BY OTHERS) 027-1 VG-2/NA CLG-1 TYPE . 216-1 FL*/R23 CLG-1 ROOMS FRAME TYPE GLAZING (1Y-- a 027A-1 VG/NA CLG-1 221-1 FL `/R22 CLG-1 027/027A R07 CLG-1 f CR12-1 FL*/R22 CLG-1 027A-2 VG/NA CLG-1 CR01 /S2 R06 CTG-1 101-1 VG/R27 CLG-1 CR13 1 FL*/R21 CLG-1 CR03/ 141 R05 CTG-1 0 101-2 VG/R26 CLG-1 CR14 1 FL*/R22 CLG-1 CR03/140 R06 CTG-1 103-1 VG/R23 CLG-1 CR15 1 FL*/ R21 CLG 1CR04/140 R03 CTG-1105-1 VG/R23 CLG-1 CR16 1 FL*/R21 CLG-1 CR05/ 140 R12 CTG-1 V 107-1 VG/R23 CLG-1 CR17-1 FL*/R22 CLG-1 CR06/ 140 R9 CTG-1 109-1 VG/R24 CLG-1 CR18 1 FL*/ R21 CLG-1 CR08/ 188 R05 CTG-1 110-1 VG/R24 CLG-1 CR19 1 VL/ NA CFG 1 (90 MIN.) CR08/ 190 R03 CTG-1 111-1 VG/R24 CLG-1 CR20 1 FL*/R23 CLG-1 CR09/ 190 R03 CTG-1 CR20 2 FL*/ R22 CLG-1 112-1 VG/R23 CLG-1 CR10/ 190 R05 CTG-1 116-1 VG/NA CLG-1 CR21 1 FL*/ R22 CLG-1 120/ 130 R31 & R32 CTG-1 117-1 VG/NA CLG-1 CR22-1 FL*/ R22 CLG-1 125/ 124 RAMP R35 CTG-1 CR23-1 FL*/R22 CLG-1 120-1 FG2/R31 CLG-1 160/ 150 RO1 CTG-1 120B-1 FL*/R33 CLG-1 CR24 1 FL*/R22 CLG-1 161 / 150 R01 CTG-1 120C-1 VG/R33 CLG-1 CR25 1 FL*/R22 CLG-1 123-1 VG/NA CLG-1 CR26 1 FL*/R22 CLG-1 Mad CADderAREoer. CR27-1 FL*/R22 CLG-1 bre 2@90„n' om 142-1 FL*/R22 CLG-1 147 1 VG/R23 CLG-1 CR28-1 FL*/R22 CLG-1 RELITE SCHEDULE - 2nd FLOOR (FRAMES BY OTHERS) REVISIONS: • 148-1 VG/R23 CLG-1 DATE B' ROOMS FRAME TYPE GLAZING 150-1 VL2/NA CFG-1 (90 MIN.) CR12/204 R03 CTG-1 150-2E VG/NA CILG-2 CR13/204 R06 CTG-1 163-1 VG/R23 CLG-1 166-1 VL/NA CLG-1 CR14/204 R03 CTG-1 RELITE NOTES: CR15/201 R05 CTG-1 166A-1 VL/NA CLG-1 170-1E VG/NA CILG-2 SEE ARCHITECTURAL DRAWINGS FOR DOOR CR15/204 R03 CTG-1 cc O AND FRAME INFORMATION CR16/204 R06 CTG-1 v 187-1 FL*/R22 CILG-2 N 0 CI CR17/204 R03 CTG-1 N- o Q CR01-1 FL*/R21 CLG-1 DOOR SCHEDULE: A601 AND A953 a)EXT. HM FRAMES: A611 CR17/206 R05 CTG-1 Op cc ZQ CR02-1 FL*/R22 CLG-1 INT. HM&WOOD FR: A651 O O � 0 CR18/204 R03 CTG-1 = o cc CR03-1 FL*/R21 CLG-1 CR19/210 R03 CTG-1 < a CR04-1 FL*/R22 CLG-1 >- 0 _ O FL* DOOR TYPE-GLASS NOT REQUIRED CR20/ 130 R02 & R04 (x2) CTG-1 IY p b ►- CR05-1 FL*/R22 CLG-1 NA FRAME TYPE-GLASS NOT REQUIRED < Z Z I-CR20/210 R12 & R13 CTG-1 CR06 1 FL*/R22 CLG-1 z J co cc CR21 /210 R03 CTG-1 2 0 w z CR07-1 FL*/R22 CLG-1 w CR08-1 FL*/R22 CLG-1 CR21 /S3 R05 CTG-1 w Q I— O Z f- _ CR09-1 FL*/R22 CLG-1 CR22/210 R05 CTG-1 2 Q a CR10-1 FL*/R22 CLG-1 CR22/ 130 R02 & R04 (x2) CTG-1 m C) < o CR11-1 FL*/R22 CLG-1 �D PRo . I- °; O S2 1 E VG/NA CILG 1 &���G�NF��d'ip CR23/220 R03 CTG 1 Q m o j ,P CR24/220 R03 CTG-1 t s k+ CR25/220 R03 CTG-1 a o w •- GON CR26/220 R03 CTG-1 DATE 1/28/2022 L 444 6� CO DRAWN ar BURK s, �9 y CR26/224 R05 CTG-1 ROikRT`I�� CR28/220 R05 CTG-1 EXP 6/30/22 102 RELITE SCHEDULE , / / / / i Pill / / / / / _ /VESTIBULE / / / 11 t E`` 100 / / V43E 1 5-2 / � J o / O •� ®Ve 1 itir \_ � /��� I P • / .111C`4:::741:11r 01-1 • RECEPTION la 12) 01- \f. / 2— 11411 • CORRIDOR •\ / / / �/ / 115 402-, /� HEALTH ELEC C \,_ ILEA 110A 1 KITCHEN a I RR / 0 e@� % 102A jjJ r En r� _ �' / �"- IDF �\ , KROO OFFICE CIR �I ,�/ • \ \ CORRIDOR 106 / , 110 ` 116 its, / % ' : •• •• / 12 O6-t 108 / Arp CIR ■■ �� \ > / . T 0 .�!(�103-1 112- V� \ 7011 166.3 - - - '- - - - — ` MEETING Atli / OFFICEiiir- STAIR OF O O �, ,OT _� RID• 117 55 / ® 119 p�. i 11 / 3667 • I 1 E DRAWINGS PREPARED BY, ` os-t �A [mil Mad CADder / �, Air CORRID• AB, I bret52 hotrn bre[52Qhotmail.com / STAFF ROOM 1I �( .O PRop, / 109 1:4 CORRID• �` GENE sp- REVISIONS: 1t1-1 1t8 �� �/p`i° • DATE er ADB / ' O FAMILY RES - - — - — I - is P I Ex ♦ 1. 1zo-z 1 (�N La O e IR ,/` _ • li) 6. �9g�Ne AI *lid;. , .ERT V'�" SOUTHWEST WING jS� 4®® `t• EXP 6/30/22 p ® 3/32"=1' �� 0�`, 1 '� EN Z 0,, I .E Mr J ce Q H -- --- - - - - - -� I CSU I 126-, IDF Q EL Z 126 O ui cc F1C — i i I-ct Z z F1 D MUSIC CORRIDOR ���� 11 Z _1201 20 124 12s I C 1-RR(GIRLSF W O W Z 7 --I—' 27-1 _t2Q Q W < = OU RRIBOYS) ? (n Q d = 1 128/--L. 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ENTRANCE HEAD DRAWN BY BURK REF:6/A508 3"=1' OeERT REF:35/A508(SIM.) 3"=1' SHEET: EXP 6/30/22 401 STOREFRONT/ENTRANCES - - - - --- -- DETAILS ALUM.ENTRANCE&GLAZING AS SCHEDULED GLAZING AS SCHEDULED .5i 7// r ippil ,_ lL._ ,, 1.t . . yrr�r� �9 f 1., / , , i ,„,i pac_1 .1 it..114117.71h111/1•1 a, M ,, s �� '= 7. :.i 7 DLO 51/16" 5" DLO .M 1/8" y� � DLO 2" DLO DLO 2 rre:-1/4" DLO . o 532105 350T ACTIVE STILE 532130 6"CROSS RAIL 452TCG013 HEAVY WEIGHT MULLION 452TCG112 MULLION/HEAD/JAMB 532106 350T INACTIVE STILE 200045 GLASS STOP 451TCG002 SHALLOW THERMAL 451TCG002 SHALLOW THERMAL 200496 ADJUSTABLE ASTRAGAL 027557 GLAZING GASKET POCKET FILLER POCKET FILLER 127466 SETTING BLOCK O .},t DRAWINGS PREPARED BY; ,:,:., I Mad CADder O ALUM. ENTRANCE MEETING STILES O STOREFRONT VERTICALS 509.5903667 bret52�dhoVnail.com REVISIONS: REF-N/A 3"=1' 3"=1' s_} DATE B. #14 WD.SCREWS (2 1/2"MIN PENETRATION INTO . WOOD FRAMING) ;'`: (3)EA.SIDE MULLION(3"O.C.) ALL AIR AND WEATHER (1)@JAMB BARRIERS BY OTHERS I i _ &@ 16"O.C. -=.::-==-7_i AND SOFFITSD METAL FLASHING YSTEM BY OTHERS i�l _ BACKER ROD AND SEALANTCL �� FINISH SEALANT BY OTHERS 0 BACKER ROD AND SEALANT `I I - Oci _ � III .r: GLAZING AS SCHEDULED I —.110111 0 0, Z H. F? :IA .--„ C.- co Q D_ Z M , ■' s 1-7 t111i1iEEii !1 0 Q N I I� 1-7 OQ z -.i H a I o W O W Z 1 _.........iimiiiiiill Id -I Q I_ O oLU Z H \cl _. s_D PROA:c. 2 fY 06 2" DLO DLO 2" 1/2" s 1/2" I ��� �G'��� s/� D Q o — — — NFD NFD ! �CJ� �P 1 °D 2 ,, R.O. R.O. -- — — — — �_ A.P /A. a a) m o 452TCG001 MULLION/HEAD/JAMB 451TVG570 RECEPTOR W/WEATHERING iir w o '_ g •FIBERGLASS WINDOWS. r7�N o o u SEE SEPARATE SHOP DRAWINGS 451VG5733 RECEPTOR FACE W/WEATHERING L 0 ALL AIR AND WEATHER BARRIERS 451 VG374 REINFORCING CLIP �14 6, 1q� CO a a BY OTHERS(TYP.) " iO `,��� DATE 1/28/2022 A MINERAL WOOL INSUL.AND PRE-FINISHED © &ERT W�" DRAWN R BARK METAL FLASHING BY OTHERS(TYP.) 452TCG001 MULLION/HEAD/JAMB 452145 SHIM SUPPORT EXP 6/30/22 S.F. JAMBS © DOUBLE DOORS OTYP.@BOTH,A&B O S.F .HEAD © SOFFIT "''` REF:32&43/A531 3"=1' REF:12/A532 3"=1' 402 STOREFRONT/ENTRANCES DETAILS r; FINISH SEALANT BY OTHERS �:t� 'I 2 ti ALUM.BRAKE SHAPE TO MATCH STOREFRONT I ( =;;•III BACKER ROD AND SEALANT I I =54BACKER ROD AND SEALANT _s: I( f I) #12 WD.SCREWS @ 16"O.C. ;;', _I I I I 8 I - (2"MIN PENETRATION INTO H ;- s ;::' = GLAZING AS SCHEDULED =I Id iWOOD FRAMING) _Illi� / jf yIt'_ALL AID WEHER BARRIERS "frr II I BY OTHERS I JrI J N PRE-FINISHED METAL FLASHING 44111 . ''AND SIDING BY OTHERS �I! l' NliI V t ral, :,:, 1W 1 V a- _ I HINGE STILE r I �I f�1 III I' E' 9/32" 5" `II DLO � i _,, i 2" 1 1/4" DOW DLO 2' J I�1/2" r NFD III' III 1/2" NFD R.O. IJII — — — — = I R.O. 1 z 452TCG001 MULLION/HEAD/JAMB III EXTERIOR 452TCG126 SHIM SUPPORT FIBERGLASS WINDOWS. t. 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HEAD @ MP / SOFFIT 4 STOREFRONT HEAD @CANOPY SHEET 2 REF:43/A508(21/A507 SIM.) 3"=1' O REF: 53/A506 3"=1' 403 S'OREFRONT i ENTRANCES DETAILS 450CG004 GLASS STOP FINISH SEALANT BY OTHERS 450CG011 TUBE HORIZONTAL 452TCG001 MULLION/HEAD/JAMB BACKER ROD AND SEALANT 200032 6-1/2"DOOR RAIL 838521,838522,259351(SUB-FRAME) 838521,838522,259351 (SUB-FRAME) 7/ i f t c- - (2)#12 FH WD.SCREWS(3"O.C.) ..11 �.,e ^`"l-'.4�.. �- 8 @ DOOR JAMB BASE '=5, •" (2"MIN PENETRATION INTO WOOD p 8, I ll FRAMING) p (2)#12 FH WD.SCREWS(3"O.C.) =Y'': F' F @DOOR JAMB BASE BACKER ROD AND SEALANT ffi , ..;11;.z `s, 2"MIN PENETRATION INTO WOOD FRAMING) > r�� ■' a Alli INIF INTERIOR 1 Si 41C1 .L;I: - i I HINGE STILE LOCK STILE ' J 9/32" 5" DLO C@CO I 5" 3/32" 2" DOW DOW 2" 1/2" _ NFD NFD 1/2" R.O. R.O. VESTIBULE , !Iiii:i.mzial �` COR RIDOR 100 pI115 J EXTERIOR DRAWINGS PREPARED BY: METAL PANEL WOOD Mad CADder O © bre 52@hotn bre[52@hotmail.com `i• LE. O ALUM. 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ENTRANCE JAMBS (INTERIOR) STOREFRONT JAMB @INTERIOR REVISIONS: REF: 65/A531 3"=1' REF 3"=1' DATE 450CG004 GLASS STOP ' BACKER ROD AND SEALANT 450CG011 TUBE HORIZONTAL BEAM ABOVE:SEE 5/405 �sD PROpS J 4sik ` - GLAZING AS SCHEDULED ����G.N FF,p s�0 , O =::a"'.',i o GLAZING AS SCHEDULED "._': z 1 / BACKER ROD AND SEALANT O GON A�� (TYP.) N ❑ ` c O z G '�1q 6, 19$C3 co lililliPhip....4 (2)#12 WD.SCREWS(2 1/2"O.C.) ry C0 ❑ Q ti EA ANCHOR I - f4 Z I- OA(2NTRAON INTO WOOD ��S _ s EXP 6/30/22 #12 WD.SCREWS U (X 0_ O- f..?,s / W MIN PENETRATION INTO } 0 d Z ._sy_, 1 N WOOD FRAMING) _ U j ."i,} (1)EA.SIDE MULLION Q f- U f- (1)@JAMB I- Z Z ❑ 11110- �1.1 &@16"O.C. w J I- I- '�"':, v [ i1 O ( )\\ 11kIlik ` I )B N 2 #12 WD.SCREWS(2 1/2"O.C. 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ENTRANCE HEAD @ SCR FRAMES ?O S.F. HEAD, HORIZONTAL & SILL 3"MIN O.C.SPACING s 3"=1' REF:61/A508 (SPECIAL INSPECTION REQUIRED) DRAWINGS PREPARED BY Mad CADder Z. 509 590 3667 F li bret52@hotmaiI.corn N. REVISIONS: g C— 4z;: DATE m l s iva FIBERGLASS WINDOWS. It SEE SEPARATE SHOP DRAWINGS ( A A •♦♦♦C /JAMB 451TVG570 RECEPTOR W/DWEATHERING D_ MINER WOOL INSUL.BY OTHERS ♦.♦. 451VG573 RECEPTOR FACE W/WEATHERING 0 .♦,// 451VG574 REINFORCING CLIP (NJ p N Z PRE-FINISHED METAL FLASHING .♦,I ,- Q BY OTHERS I • J D'_ ZQ H �♦ f ALL AIR AND WEATHER BARRIERS BY OTHERS O �v. = p cc fa- _� ; BACKER ROD AND SEALANT U f l L. + < z 0 Z z D *7 e.,-- - _____ 1Ill 0 ~ -#14 WD.SCREWS W Jo 0 Z O Zs' cow (2 1/2"MIN PENETRAION INTO J � j._ o LL ;! WOOD FRAMING) W Q 0 — r (3)EA.SIDE MULLION(3"O.C.) Z H (3)@ JAMB(3"O.C.) I 2 Q d O &@ 16"O.C. o CC co c[ o p PRp °� o 1 ��c), AFS J CO o �cn �G�NEF�`�,O w _o 4 1/2" GLAZING AS SCHEDULED ~ E 5 Z 51/2" Ql i .p a 6 a zA. I DATE 1/28/2022 EXTERIOR lit INTERIOR •- S.F. HEAD, HORIZONTAL & SILL GON °RAN"RY' BURK REF:35/A508 3"= � 1' • �° 6. 19�0` tz ¢ 0. RT •• SHEET 406 EXP 6/30/22 STOREFRONT/ENTRANCES DETAILS