Loading...
HomeMy WebLinkAboutFile Documents.534 E Cooper Ave.0003.2017 (11).ACBK aec Architectural Engineering Consultants, Inc. Mechanical, Electrical, & Lighting Design Services An Office with LEEDTTMM Accredited Professionals 40801 US Hwy 6 & 24,Suite 214,Eagle-Vail, CO 81620 Post Office Box 8489,Avon, CO 81620 phone: 970-748-8520 email: stan@aec-vail.com:www.aec-vail.com Shop Drawing Review To: William Luis From: Bryan Urban Company: Poss Architecture Project: 534 E Cooper Phone: 970.544.4851 Project No.: 15075.02 Items Not Reviewed: NA Item Reviewed Rejected Revise and Resubmit Furnish as Corrected Comments ARC-1 Berner ARD12- 2072A X Architect to confirm the desire for an unheated Air Curtain. Architect to confirm Color. Include Option Filter Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions: selecting fabrication processes and techniques of construction: coordinating his work with that of all other trades: and performing work in a satisfactory manner. Date: August 7, 2019 By: Bryan Urban Architectural Engineering Consultants REVIEWING PREVIOUS DISCUSSIONS, UNHEATED IS FINE. -POSS WILLIAM LEWIS 08.16.2019 X ARCHITECTURAL RECESSED 12 Ambient (Unheated) Air Curtain Data Sheet DS-240D April, 2018 www.berner.com Berner International 800.245.4455 111 Progress Ave. / New Castle / PA / 16101 / USA FDA RECOMMENDED USDA COMPLIANCE ©Copyright, 2018 Berner International Berner reserves the right to alter specifications without prior notice. STANDARD CONSTRUCTION • 15” high x 26” deep • ½ hp motor(s) - ten speeds • Factory installed Intelliswitch digital controller • White aluminum exterior panel (Optional: Custom Color or Stainless) • Top Mounting only • High efficiency, low noise Pro-V Nozzle • Filter (washable) • Optional: Wi-Fi Controller, works with Berner App 5 Year Limited Warranty NOTE: Operation at 50 Hz will generate approximately a 17% reduction in air performance. Berner does not recommend ARD12-1060A, ARD12-2108A and ARD12-2120A, exists only as an equivalent to competitors’ models. See sheet EP-240 for amp draws/total load requirements.VELOCITY PROJECTION: Model ARD12-1036A Distance from Nozzle (in)40 80 120 160 200 Core Velocity (fpm)1080 1010 885 775 680 Uniformity (%)88 89 90 92 92 For Mounting Heights To 12’ (environmental separation) and 10’ (insect control) Sound level measured 10’ (3m) from the unit in free field: 1 motor: Min./Max. Speed: 59/62 dBA 2 motors: Min./Max. Speed: 62/65 dBA 3 motors: Min./Max. Speed: 64/67 dBA 4 motors: Min./Max. Speed: 65/68 dBA Sound data is not AMCA certified. Models ARD12-1060A, ARD12-2108A and ARD12-2120A are not licensed to bear the AMCA seal. MODEL Nozzle Width (in) Max Vel. at Nozzle (fpm) Avg. Outlet Vel. (fpm) Air Volume (cfm) Outlet Vel. Uniformity Power Rating (kW) Motor(s) @ hp Net Wt. (lbs) ARD12-1036A 36.00 5,444 1,722 1,507 87%0.46 1 @ 1/2 101 Done Ck’d again ARD12-1042A 42.00 4,828 1,549 1,581 85%0.49 1 @ 1/2 108 Headers Yes Yes ARD12-1048A 48.00 4,839 1,377 1,607 87%0.51 1 @ 1/2 114 MODEL Yes Yes ARD12-1060A 66.00 4,828 1,027 1,647 83%0.52 1 @ 1/2 134 Nozzle Width (in)Yes Yes ARD12-2060A 66.00 5,202 1,674 2,686 91%0.92 2 @ 1/2 171 Max Vel. at Nozzle (fpm)Yes Yes ARD12-2072A 72.00 5,444 1,722 3,014 87%0.92 2 @ 1/2 182 Avg. Out. Vel. (fpm)Yes Yes ARD12-2084A 84.00 4,828 1,549 3,162 85%0.98 2 @ 1/2 194 Air Volume (cfm)Yes Yes ARD12-2096A 99.00 4,839 1,336 3,214 87%1.02 2 @ 1/2 205 Outlet Vel. Unif.Yes Yes ARD12-3096A 99.00 5,202 1,743 4,193 91%1.38 3 @ 1/2 245 Power Rating (kW)Yes Yes ARD12-2108A 108.00 4,828 1,240 3,254 83%1.03 2 @ 1/2 223 Motor(s) @ hp Yes Yes ARD12-3108A 108.00 5,444 1,722 4,521 87%1.38 3 @ 1/2 273 Net Wt. (lbs)Yes Yes ARD12-2120A 117.00 4,828 1,158 3,294 83%1.04 2 @ 1/2 241 Text & Columns Yes Yes ARD12-3120A 117.00 4,828 1,642 4,669 85%1.44 3 @ 1/2 285 ARD12-3132A 132.00 4,828 1,486 4,769 85%1.49 3 @ 1/2 297 ARD12-3144A 144.00 4,839 1,377 4,821 87%1.53 3 @ 1/2 308 ARD12-4144A 144.00 5,444 1,722 6,028 87%1.84 4 @ 1/2 364 for Standard offering, leave options (Opt.) blank *Suitable for 50hz MODEL NUMBER CONFIGURATION A=Ambient ARD12-1 036 A A -R-WCA-SS ARD12 *A=120/1/60 B=208/1/60 J=240/1/60 Z=480/3/60 Q=600/3/60 V=220/1/50 O=380/3/50 Series 036” - 144” Opening Width# of Motors 1, 2, 3, 4 Heat Voltage SS=Stainless Steel CC=Custom Color Opt. Cabinet Finish R=Remote Display Opt. Display Intelliswitch Opt. Control WCA=Wi-Fi Controller Berner App Berner International certifies that the air curtains shown herein are licensed to bear the AMCA Seal. The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and comply with the requirements of the AMCA Certified Ratings Program. Rated data shown is for base (unheated) units. The AMCA Certified Ratings Seal applies to airflow rate, average outlet velocity, outlet velocity uniformity, velocity projection and power rating at free delivery only. indoor use GF Woods Construction APPROVED REVISE REVIEWED BY SUBMITTAL# DATE SPEC 430 East Hyman Ave Aspen, CO 81611 4 Eric Wynne 6/25/2019 39 Air Curtain WHITE PAINTABLE FINISH -POSS Berner reserves the right to alter specifications without prior notice. ARCHITECTURAL RECESSED 12 Ambient (Unheated) Air Curtain Electrical Performance Sheet EP-240 June, 2017 MODEL # CKTS AMPS PER CIRCUIT BREAKER RATING PER CIRCUIT # CKTS AMPS PER CIRCUIT BREAKER RATING PER CIRCUIT # CKTS AMPS PER CIRCUIT BREAKER RATING PER CIRCUIT ARD12-1036A ARD12-1042A ARD12-1048A ARD12-1060A 1 8.5 15 1 4.3 15 1 4.3 15 ARD12-2060A ARD12-2072A ARD12-2084A ARD12-2096A ARD12-2108A ARD12-2120A 1 17.0 20 1 8.6 15 1 8.6 15 ARD12-3096A ARD12-3108A ARD12-3120A ARD12-3132A ARD12-3144A 1 25.5 30 1 12.9 15 1 12.9 15 ARD12-4144A 1 34.0 40 1 17.2 20 1 17.2 20 MODEL # CKTS AMPS PER CIRCUIT BREAKER RATING PER CIRCUIT AMPS PER CIRCUIT BREAKER RATING PER CIRCUIT # CKTS AMPS PER CIRCUIT BREAKER RATING PER CIRCUIT ARD12-1036A ARD12-1042A ARD12-1048A ARD12-1060A 1 2.1 15 1 1.7 15 1 4.3 15 ARD12-2060A ARD12-2072A ARD12-2084A ARD12-2096A ARD12-2108A ARD12-2120A 1 4.2 15 1 3.4 15 1 8.6 15 ARD12-3096A ARD12-3108A ARD12-3120A ARD12-3132A ARD12-3144A 1 6.3 15 1 5.1 15 1 12.9 15 ARD12-4144A 1 10.5 15 1 8.5 15 1 17.2 20 240/1/60 (voltage code J) or 120/1/60 (voltage code A)208/1/60 (voltage code B)220/1/50 (voltage code V) MOTOR XFMR AMP DRAW = 2.1 per kva MOTOR XFMR AMP DRAW = 1.7 per kva MOTOR AMP DRAW = 4.3 each MOTOR AMP DRAW = 8.5 each MOTOR AMP DRAW = 4.3 each MOTOR AMP DRAW = 4.3 each 480/3/60 (voltage code Z)600/3/60 (voltage code Q)380/3/50 (voltage code O) www.berner.com Berner International 800.245-4455 111 Progress Ave. / New Castle / PA / 16101 / USA ©Copyright, 2017 Berner International Corporation Page 1 of 2 JUNCTION TOP VIEW MOUNTING WIDTH - 'B'- I.B. 12.54] TYPICAL FLAN. ALL AROUND CABINET FRONT VIEW CABINET MOTH - 'C' INTELLISWITCM BOTTOM VIEW -1EAN6E WIDTH - 'B' - WIDTH - NOZZLE VANES 0750 [1911 RD 12 ARCHITECTURAL RECESSED AMBIENT SYSTEM END VIEW CABINET DEPTH 26.OW 166041 TYPICAL FLANGE 1000 [E.54] BERNER) V AIR FLOW NOTES: HINGED, REMOVABLE ACCESS PANEL z AIR CURTAIN MUST BE INSTALLED SO AIR STREAM IS NOT V/ RECLEANABLE OBSTRUCTED WHEN DEFLECTED 20' TO EITHER SIDE OF ft POLYESTER FILTER 0 ELECTRICAL CONNECTIONS TO BE FLEXIBLE. HINGE ® FIELD VERIFY DIMENSIONS, BIKING iCREMS (TYP) Q ANCHORS TO SUPPORTING STRUCTURE BY OTHERS. e ADEQUACY OF SUPPORTING STRUCTURE IS TO BE VERIFIES BY A PROFESSIONAL STRUCTURAL ENGINEER. ® LETTER 'A' IN MODEL NUMBER DESIGNATES OUGH OPENING AMBIENT UNIT. VIDTX e DIMENSIONS IN INCHES [CENTIMETERS]. MODEL © NOZZLE WIDTH 'A' MOUNTING WIDTH 'B' CABINET WIDTH 'C 3m RECOMMENDED DEPTH d� `/16-1B THREALEB INSERT HR TBP MGVN TING (4 TYP) 3].50 + + 3= [99.06] 41.00 [104.tq I.B. 12.54] TYPICAL FLAN. ALL AROUND CABINET FRONT VIEW CABINET MOTH - 'C' INTELLISWITCM BOTTOM VIEW -1EAN6E WIDTH - 'B' - WIDTH - NOZZLE VANES 0750 [1911 RD 12 ARCHITECTURAL RECESSED AMBIENT SYSTEM END VIEW CABINET DEPTH 26.OW 166041 TYPICAL FLANGE 1000 [E.54] BERNER) V AIR FLOW NOTES: HINGED, REMOVABLE ACCESS PANEL z AIR CURTAIN MUST BE INSTALLED SO AIR STREAM IS NOT V/ RECLEANABLE OBSTRUCTED WHEN DEFLECTED 20' TO EITHER SIDE OF ft POLYESTER FILTER 0 ELECTRICAL CONNECTIONS TO BE FLEXIBLE. HINGE ® FIELD VERIFY DIMENSIONS, BIKING iCREMS (TYP) Q ANCHORS TO SUPPORTING STRUCTURE BY OTHERS. e ADEQUACY OF SUPPORTING STRUCTURE IS TO BE VERIFIES BY A PROFESSIONAL STRUCTURAL ENGINEER. ® LETTER 'A' IN MODEL NUMBER DESIGNATES OUGH OPENING AMBIENT UNIT. VIDTX e DIMENSIONS IN INCHES [CENTIMETERS]. MODEL © NOZZLE WIDTH 'A' MOUNTING WIDTH 'B' CABINET WIDTH 'C FLANGE WI➢iH '0" RECOMMENDED DEPTH R x AR➢12-]0364 [91Aq 3].50 [95.251 [99.06] 41.00 [104.tq 27.00 x 40.00 [68.58 x 101.603 AR➢12-1042A [106683 43.50 [110.491 [114.303 4].00 [119.383 27.00 x 46.00 168.58 x 11684] AR➢12-1048A [121.921 49.50 [125.]31 [129.541 5300 [134.623 27.00 x 52.00 16858 x 132.083 ARD12-1060A/2060A[16].643 6].50 [1]1.453 [1]5.263 71.00 [180.343 27.00 x 7000 [68.58 x 177.803 ARD12-2072A [182.883 73.50 [186.691 [190.501 7700 [195.583 2].00 x ]6.00 16858 x 193.043 IDED ft763 *"!,"37301.�I49.0� ARD12-2096A/3096A[251463 100.50 1255.2]3 [259083 104.00 [264.163 27.00 x 103.00 168.58 x 261623 AR➢12-2108A/3100A [274.321 109.50 [27B.131 [281.943 113.00 [287023 27,00 x 11200 16858 x 284.481 ARD32-212OA/3120A[29].183 11850 [300993 [304.003 122.00 [309.883 27.00 x 121.00 16858 x 307343 AR➢12-3132A [335283 133.50 1339093 [342.903 13].00 [347983 2700 x 136.00 168.58 x 345443 AR➢12-3144A/4144A [365J6] 145.50 [369.SP [3]3383 149.00 [3]8,16] 27.00 x 148.00 168.58 x 3]5.92] T.O. FIN. FLR. @ UPPER LEVEL111' - 11 1/2"1UPPER LEVEL T.O. PLY111' - 5 1/4"1 1/2"1' - 9"1 1/2"4"1/2"3 1/2"10 1/4"4 1/2"1"T.O. FIN. FLR. @ UPPER LEVEL111' - 11 1/2"1UPPER LEVEL T.O. PLY111' - 5 1/4"1 1/2"1' - 9"1 1/2"1"4"1/2"4 1/4"5 1/2"4 1/2"T.O. EXISTING PLYWD @ ROOF124' - 0"11 1/2"1' - 3"1 1/2"1"4"1/2"4 1/4"2 3/4"4 1/2"T.O. FIN. FLR. @ UPPER LEVEL111' - 11 1/2"1UPPER LEVEL T.O. PLY111' - 5 1/4"1"4"1/2"4 1/4"1 1/2"1' - 9"1 1/2"10"3/4"1"T.O. EXISTING PLYWD @ ROOF124' - 0"11 1/2"1' - 3"1 1/2"1"4"1/2"4 1/4"10 1/16"3/4"1"2 3/4"2 3/4"T.O. EXISTING PLYWD @ ROOF124' - 0"L1 1/2"1' - 3"1 1/2"1"4"1/2"4 3/8"10 1/16"1/8"1 7/8"T.O. FIN. FLR. @ MAIN LEVEL99' - 11 1/2"MSW-22"6"EXTERIOR DOORBLOCK UP AND SHIM ASNECESSARYTOP OF CONC ELEVATION PERASI 010INSULATION BELOW SLAB PERCODE.1 3/4"L62"1/8"5/16"V.I.F.7 3/4"6" FROM STUD6" FROM STUD1/2"3/4"3/8"PLEASE MAKE THESE GROUT JOINTSAS STRAIGHT AND TIGHT ASPOSSIBLE.1/8"SANDSTONE BASE TURNS CORNERLINE OF BRICK ABOVE.VOID SPACE BEHIND STONE ANDBELOW THE BRICK ABOVE.11/16"3"1 3/8" GAPVERTICAL ROSESTONE CURRENTLYDRAWN AT 2"3 11/16"1 7/8"5 3/8"3 5/8"1/2"1"6 1/2"5/16"5 3/4"6"5"6 1/2"1/4"T.O. FIN. FLR. @ UPPER LEVEL111' - 11 1/2"1UPPER LEVEL T.O. PLY111' - 5 1/4"4"W-12 3/4"~ 1' - 0"3/4"4 1/4"1/2"2 3/4"2 3/4"MTHIS DIMENSION MAY VARY DUE TO IN FEILDCONDITIONS. VERIFY FIT BEFORE FRAMING1 3/4"1 3/4"BERNER ARD12-2072PER SUBMITTAL #393 1/2"1 1/2"1/8"2' - 2"1/8"5"1 5/8"CL OF STEEL TO CL OF LVL'S (MAY VARY BASED ON EQUIPMENT)2' - 10 1/2"(2) 14" ML PER STRUCTURALINSTALLER MAY INCREASE CLEARANCE DIMENSIONSFOR EASE OF INSTALLATION BASED ON THE TAB SIZEOF THE UNIT BEING INSTALLED. THAT WILL IMPACTTHE LOCATION OF THE (2) ML's.SUL HANGER PER STRUCTURAL1' - 3"14" TJI360'S PER STRUCTURALConsultantARCHITECTUREPLANNING+( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 06 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1SHEET TITLEBILL POSS AND ASSOCIATES,ARCHITECTURE AND PLANNING, P.C.THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THEPROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTENPERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAINALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGHT THERETO.c2016PROJECT NO:Issue:SCALE:8/16/2019 2:41:54 PMAs indicated534 EAST COOPERASPEN, COA809DETAILS21512.0020 04.19.2019 IMPROVED INFOASI 00637 08.16.2019 SUBMITTAL 039SCALE 1 1/2" = 1'-0"A8091DECO STEEL 1VW-PSCALE 1 1/2" = 1'-0"A8092DECO STEEL 1NP-PSCALE 1 1/2" = 1'-0"A8094DECO STEEL 2NP-PSCALE 1 1/2" = 1'-0"A8093DECO STEEL 1JK-PSCALE 1 1/2" = 1'-0"A8095DECO STEEL 2LM-PSCALE 1 1/2" = 1'-0"A8096DECO STEEL 2GH-PSCALE 1 1/2" = 1'-0"A8097ENTRY DOOR DETAILSCALE 1 1/2" = 1'-0"A8098STONE BASE RETURN AT 6 & LSCALE 6" = 1'-0"A8099STONE SILL PROFILESCALE 1 1/2" = 1'-0"A80910STEEL DETAIL 1TU-P Copy 1-----------------------------------SCALE 1 1/2" = 1'-0"A80911AIR CURTAIN AT GRID M37 AABBDDEEFFGGJJLL11334455771010111122HHKK66CC8899(E) W12X45T.O.S. 111' - 4 1/2"(N) W12X26T.O.S. 111' - 3"(E) W12X40T.O.S. 111' - 3"(E) W12X30T.O.S. 111' - 3"(N) W12X26T.O.S. 111' - 3"(N) W14X26T.O.S. 111' - 4 1/2"(E) W12X58T.O.S. 111' - 3"(E) W12X30T.O.S. 111' - 3"(E) W12X58T.O.S. 111' - 3"(N) W12X22T.O.B. 111' - 3"(N) W12X22(E) W12X26T.O.S. 111' - 3"(N) W12X30T.O.S. 111' - 3"(E) W12X26T.O.S. 111' - 3"(N) (2) 14" MLT.O.S. 111' - 3"(E) W12X14T.O.S. 111' - 3"(E) W12X14T.O.S. 111' - 3"(E) W12X14T.O.S. 111' - 3"(E) W12X14T.O.S. 111' - 3"(E) W12X26T.O.S. 111' - 3"(E) W12X65T.O.S. 111' - 3"(E) W12X50T.O.S. 111' - 3"(E) W12X58T.O.S. 111' - 3"(N) W12X26T.O.S. 111' - 3"(N) W12X45T.O.S. 111' - 3"@(E) 14'' TJW1' - 4"(N) W12X26T.O.S. 111' - 3"(N) T.O.PLYW.111'-6 3/4"@(E) 14'' TJW1' - 4"(N) W14X38T.O.S. 111' - 4 1/2"(N) W14X38T.O.S. 111' - 4 1/2"(N) W14X38T.O.S. 111' - 4 1/2"S3.0GRID 1@(N) 14" TJI/3601' - 4"@(N) 14'' TJL1' - 4"(N) W12X65T.O.S. 111' - 3"(N) W12X30T.O.S. 111' - 3"(N) W12X30T.O.S. 111' - 1 1/2"S3.1GRID CS3.2GRID ES3.2GRID GS3.1GRID BS3.3GRID LREMOVE (E)W8 COLUMN(N) W12X30T.O.S. 111' - 3"(N) W12X22T.O.S. 111' - 3"REMOVE (E) TJWJOIST AS REQ'D(N) W12X19T.O.S. 111' - 3"W14X26T.O.S. 111' - 4 1/2"(N) W12X19T.O.S. 111' - 3"(N) T.O.PLYW.111'-6 3/4"(E) T.O.PLYW.111'-6 3/4"(E) T.O.PLYW.111'-6 3/4"(N) T.O.PLYW.111'-6 3/4"S3.0GRID A(N) W12X50T.O.S. 111' - 3"(N) W12X50T.O.S. 111' - 3"(N) W12X26T.O.S. 111' - 3"(N) W12X30T.O.S. 111' - 3"@(N) 14'' TJL1' - 4"(N) W14X74T.O.S. 111' - 3"(N) W12X45T.O.S. 111' - 3"14S4.2@(N) 14'' TJL1' - 4"(N) W12X35T.O.S. 111' - 3"@(N) 14'' TJL1' - 4"@(N) 14'' TJL1' - 4"@(N) 14'' TJL1' - 4"(N) T.O.PLYW.111'-6 3/4"(N) W12X22T.O.S. 111' - 3"(N) W12X22T.O.S. 111' - 3"(N) W12X26T.O.S. 111' - 3"6014S4.160558888828(N) W12X30T.O.S. 111' - 3"252525715S4.2212S4.2TYP.9S4.112S4.216S4.1TYP.11S4.214S4.116S4.2716S4.216S4.216S4.216S4.212S4.216S4.1SIM.SIM.SIM.16S4.1526312S4.2SIM.9S4.4SIM.19S4.216S4.1TYP.5115S4.26116S4.111S4.256546111S4.1SIM.11S4.1SIM.11S4.216S4.216S4.252216S4.1TYP.49508S4.160REMOVE (E) TS4x4DIAG. BRACING11S4.2TYP.212S4.2STEEL C-CHANNELSTAIR STRINGERS W/CONCRETE TREADSBY OTHERS914S4.1568(N) W14X388(N) W12X22T.O.S. 111' - 3"(N) W12X22T.O.B. 111' - 3"@(E) 14'' TJW1' - 4"12S4.2TYP.5015S4.250REMOVE(E) COL.REMOVE(E) COL.REMOVE(E) COL.REMOVE(E) COL.REMOVE(E) COL.(E) TS4x4 DIAG.BRACING TO REMAINDIAGONAL ARCHSUPPORT SEEARCH'L.DIAGONAL ARCHSUPPORT SEE ARCH'L.60555419S4.119S4.2505515S4.215S4.23S4.2SECTION LIMITS4S4.25S4.2SECTION LIMITS7S4.2SECTION LIMITS6S4.71S4.22S4.2SECTION LIMITS10S4.2SECTION LIMITS8S4.2SIM.16S4.261515515S4.211S4.1(N) W12X30MMT.O.S. 111' - 4 1/2"SECTION LIMITSSECTION LIMITS6S4.78' - 10 3/4"57ONESIDE9S4.1(N) (3) 14" ML62626262(N) W12X2250609S4.111S4.2SIM.50@(N) 14" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"(N) W12X22(N) (3) 14" ML(N) (3) 14" ML1S4.4SIM. TYP. 2PLACES595155515558(N) HSS12X4X3/8T.O.S. 111' - 3"(N) HSS12X4X3/8T.O.S. 111' - 3"(N) HSS12X4X3/8T.O.S. 111' - 3"(N) W12X22T.O.S. 111' - 3"(N) HSS12X4X3/8T.O.S. 111' - 3"16S4.1TYP.(N) C12x20.710S4.2@(N) 14" TJI/3601' - 4"59OPEN TO BELOW@(N) 14" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"15S4.29S4.15959595912S4.23S4.4(N) HSS 4x4x3/8 DIAGONALBRACE PER 3/S4.412S4.212S4.258ABOVE11BELOWREMOVE(E) COL.REMOVE(E) BEAM5S4.65S4.62S4.63S4.65S4.65S4.63S4.6(N) (2) 14" ML6S4.22S4.6(N) W12X19W8X21T.O.S. 111' - 1 1/2"9S4.610S4.6@(N) 14" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"(N) (2) 14" ML@(N) 14" TJI/3601' - 4"(N) (2) 14" ML(N) (2) 14" ML(N) (2) 14" ML5412S4.218S4.2@ COL. BELOW13(N) W8 x 31COLUMNBELOW2' - 9"16S4.112S4.212S4.213S4.211S4.3SIM. FOR COL. SPLICE OR13/S4.213S4.25414S4.1SIM.11S4.4TYP.12S4.212S4.2(N) W8x18 CONT.11S4.3SIM. FOR COL. SPLICE OR13/S4.211S4.3SIM. FOR COL. SPLICE OR13/S4.27S4.1TYP.BA HANGER7S4.14S4.78S4.2ACCEPTABLE TO FIELDWELD WITH 4" OF3/16FILLET WELDWPI SKEWED HANGERSUL HANGER(N) (2) 14" ML(N) (2) 14" MLHWUHANGER10S4.7(2) 16" ML(2) 16" ML(2) 16" ML(2) 16" ML(2) 16" MLRECESSED AIRCURTAIN, SEE ARCH'L.REFERENCE EXISTING STRUCTURALDRAWINGS DATED 4/17/87 FOR ALLEXISTING CALLOUTS, DETAILS ANDFRAMING NOT NOTED.5.CONTRACTOR &/OR ARCHITECT SHALLVERIFY ALL AS BUILT CONDITIONS OFEXISTING FRAMING & ACCURACY OFPROPOSED FRAMING.4.FOR HEADER SIZES NOT SHOWN SEEGENERAL NOTES AND DETAIL 2/S4.1.NOTE:1.PROVIDE BUILT-UP WOOD COLUMNS AMINIMUM NUMBER OF STUDS TO EQUALSUPPORTED BEAM WIDTH(UNLESS NOTED OTHERWISE ON PLANS).2.THE CONTRACTOR IS RESPONSIBLE FORTEMPORARY SHORING AND THESTABILITY OF THE SURROUNDING SOILS,FOUNDATION, FRAMING, ETC. DURINGEXCAVATION AND ERECTION OF NEW ANDOLD FRAMING. CONTACT ENGINEER FORANY VERIFICATION PRIOR TO DEMO.3.HANGING CONDITIONBEARING CONDITIONINDICATES STEPSOLID PACK-OUT COLUMN BELOWEQUAL TO THE WIDTH OF BEAMMOMENT CONNECTIONLEGEND:1(E) TS5x5x3/8 COLUMN TO REMAINBSOLID PACK-OUT COLUMN BELOWEQUAL TO THE WIDTH OF BEAMASOLID PACK-OUT COLUMN ABOVE EQUALTO THE WIDTH OF BEAMABSOLID PACK-OUT COLUMN ABOVE ANDBELOW EQUAL TO THE WIDTH OF BEAM2(E) TS5x5x1/2 COLUMN TO REMAIN3(E) TS6x6x1/2 COLUMN TO REMAIN6(E) W8x21 COLUMN TO REMAIN7(E) W8x28 COLUMN TO REMAIN8(E) W8x31 COLUMN TO REMAIN9(E) W8x35 COLUMN TO REMAIN51(N) HSS5x5x3/8 COLUMN ABOVE52(N) W8x28 COLUMN CONT.53(N) W12x50 COLUMN CONT.5(E) W8x18 COLUMN TO REMAIN4(E) W6x25 COLUMN TO REMAIN10(E) W8x24 COLUMN TO REMAIN11(E) W8x58 COLUMN TO REMAIN12(E) 10" dia. COLUMN TO REMAIN50(N) HSS4x4x1/4 COLUMN BELOW54(N) W8x28 COLUMN ABOVE13(E) W8x28 COLUMN BELOW55(N) HSS5x5x3/8 COLUMN BELOW56(N) W10x39 COLUMN CONT.57(N) W14x38 COLUMN CONT.58(N) HSS5x5x3/8 COLUMN CONT.59(N) SIMPSON MIT HANGER60(N) HSS4x4x1/4 COLUMN ABOVE61(N) W8x28 COLUMN624' MIN. SOLID BLKG63(N) 8x31 COLUMN ABOVE100'-0" ARCH'L= 7927.50 SITE PLANEXISTING POST TO REMAINPROPOSED NEW JOIST SUPPORTPROPOSED NEW COLUMN SUPPORTEXISTING FRAMING TO REMAINPROPOSED NEW BEAM SUPPORTCOLOR LEGEND:ConsultantARCHITECTURE PLANNING+( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 06 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1SHEET TITLEBILL POSS AND ASSOCIATES,ARCHITECTURE AND PLANNING, P.C.THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THEPROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTENPERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAINALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGHT THERETO.c2009PROJECT NO:Issue:SCALE:H:\P15\1501-06 534 East Cooper\1501-06534 E Cooper - Struct R16.rvt 1/4" = 1'-0"8/7/2019 1:29:16 PM534 EAST COOPERASPEN, COS2.2PROPOSED STRUCTURALUPPER LEVEL PLAN1501-06 1/4" = 1'-0"PROPOSED - UPPER LEVEL02.05.2016PROGRESS02.12.2016PRICING04.13.2016COORDINATION09.28.2016CONSTRUCTION05.25.2018REVISION10.05.2018COORDINATION10.19.2018CONSTRUCTION02.06.2019C.O. #1 COMMENTS03.01.2019C.O. #204.03.2019DEMO COORD.05.10.2019DECO STEEL08.07.2019CLARIFICATION2808508/07/2019