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HomeMy WebLinkAboutTHE EXCHANGE - Filed MA-MINOR AMENDMENT - 2019-05-28of Collins F6rCity t,_ Date Submitted: Comments Due By: Minor Amendment # MA l Zont g Facilitator-. t. Effective Date: / S JY _ THIS BOX IS FOR OFFICE USE ONLY Minor Amendment Application Form - Zoning Department The requested information on this application is required. Project name: :S A?Ar J G6 — — Project Location (Street Address): 216 l'l % EG 1.�� `5U a U463S! CQ V l� f__ _ General Information: List all property owners having a legal/equitable interest in the property (Attach separate sheets if necessary). Owner's Name (s :— Street Address: City/State/Zip:— Telephone: _ _ --Email: plicant's/Consultant's Nam : J7irt "✓- 44rj,t- -�"�-- Name of firm: - Street Address: '� ��.�i -.��-� �� Z City/State/Zip: iko Telephone: 30 _ l3 �4I5ra6 Email: � d'Dd'W I'd Ck_rC_ • �� — — SUBMITTAL REQUIREMENTS: 1) The initial submittal and additional rounds of review shall be electronic (one (1) copy on a CD or Flash drive) of the site, landscape, elevation, etc. - whichever sheets are being altered. A Legal Description is required. Changes on each sheet should be clouded. Once all departments approve the proposed changes a Final Hard Copy will be required to be printed on 24"06" Mylar sheets. Please ensure the electronic submittal can be printed to scale on 24"06" sheets. 2) Complete and sign Minor Amendment application form and Transportation Development Review Fee application form (TDRF). The following link is to the TDRF application form: htt sinpr pdf/TDRF2.012applicationform.Adf?1365616099 3) Application fee of $350. Note: an additional $250 fee is required if the Poudre Fire Authority (PFA) needs to review the application. Typically, PFA fee is required for all changes of use, building additions and/or new buildings. MINOR AMENDMENT Detailed description of the change and reason(s) for the request: ����4, Lv"77f ;R!0a7--7a 61/77_2-- //0 Tttb &0clr-* 66-� Z-!6 CERTIFICATION I certify the information and exhibits submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge, consent, and authority of the owners of the property (including all owners having a legal or equitable interest in the real property, as defined in Section 1-2 of the City Code; which is the subject of this application) without whose consent and authority the requested action should not lawfully be accomplished. Pursuant to said authority, I hereby permit City officials to enter upon the property for the purpose of inspection, and if necessary, for posting a public notice on the property. Name (please PRINT): _=AYAt:S Y_9WL.-Ge4 B0+� f2QSh.J tJJ it HT1G7 _7LVC` — Address: 1 .4S f� 6- £-I ; 5v 2� uGl� i�-� LG `�o3r Z- --- Telephone: 13 �$55G Signature:i/�j�s��� — --- P -- 281 N. College Ave, PO Box 580, Fort Collins, CO 80522, (970) 416-2745 F: (970) 224-6134 D (D.1)(D.2) Y Y 7AI 2 II 8 11 3 A5.2 1- 1 Lit I g-aae" i 4 \ WATER REF RLBG I CONTROL' ® I / ROOM / 22-14 I'I FREE STANDING T 22-9 I I-- 4 ROW PERMIT REQUIRED FOR I - sTORAGE I � EGRESS DOOR SWING - t100' - 0" I -, APPLICATION SUBMITTED v CONCURRENTLY WITH 1 2` O FREE STANDING TRASH UNDER BUILDING PERM IT 101 f?-6 m r-eva^ Iota 8-9 REF PL - 1 Y 8 A5,2 5 t� "11A2.4 1' 99,- 8" ! \ 7- - / 1oa I (A3.2 I zv - 24" CLR REQ FROM EDGE OF b MODULAR BOOTH BAliI 9CRE RAMP TO DOOR, SEE A0.1 r - L8 7 I El RON ti JJ V CLR REQ 9-14 I I I I t ! - - I I 9-14 I / N " , I REVISION NOTE 1.1 - ALTERNATIVE KNOX BOX LOCATION 1 • I � I I 1 I I � N i N INTEGRATED MENU BOARD - FINAL LOCATION BY OWNER E_ III}F - VINLV PLANT( FLOORI " h 9-45V 3'-ab ^6" STONE 2 2.5 Az.4 23-9 �I Lim 1-HR RATED CONSTRUCTION 4 RACK RACK ❑ 4-3 UNIDER-STAR WALLS & UNDERSIDE' 3 I OF STAIR / LANDINGS PER AO.1 10-17 1-5 - 22-15 li 5-13 - UP --- _ 2-11 `9-21_ ll SH UNDO ® - -rr i 1 - �_`p VEG PREP TUE I I I - - -- = -� DISH 22-15 FS GRADE VRiY FC) --I�ml __> UP FLOORINGL -- �/r-=• -&84-_I-- 106 /-101M01/T II To gB-P7 I 1 Ij1j I VM1LY PLAN!( 24-3 mom-= '_== I II P VL PLANK ! - Z-41V g 8W" b INN. 48'HT 2 -k SM REF 1@-103 WALL U N FSGRIIVINYL 1 1 NOREN SCREEN FLOORING 1 I -- - -� 20 o, T STAINLESS COUNTER WITH RITEGRAn ISTONE Mr------------ HB i Hsi Is-102' I l I OH CLEAT PER STRU I - g-611r 1'-012" g-61/Y" 1'-011T 61 31W I Ile .....:. rr TATAMI TATAMI T- BOOTH BOOTH - - m S m , - - F -- BANQUETTES 9 15 Y5-12 r 36"DIA. '-JELLY- - FISH TANK L PLAIIK h _6. STONE 0„ 4982.2' \ E`UNGE "GONG TILE �CONIC VINLV PLANK \ / / > POS N 6 r -VINLV PLANK FLOORNO---/ 7 wT21 \ \ / N \ I+ I I 44'-105/8M TATAMI g-Z' -BLACK RIVER 3, -0" - � PEBBLE - 7 11 0 air COMMl1Nltt TABLE \ 1 103' - 6" -14 9CONIC TILE V.- ,1 av' 1.' - 8 Te . O SUITE 110 I i FIAM1 SUSPENDED TV (E) STONE 16" X 18" X 31 STONE COLUMN METAL RAIL REF A4.2 o� F 3 3µ1� `ncE (� C_-O�O �oRIeEA Wail 000 _ a 9 IngN 000 LOW 2> L2-10 L23-9 .1 IB COOK STEAM- 040 0 FREEZER DRY STORAGE _ _ A ,1 22-15 2--9 _ 22-15 T- ---- --1-6COOK-- I_-i "--- - g M N ____ ER -10 WALL HT 1 TED BY '�- 66' PLATE &PREM7/rl 1 \ - - -- _ CHINA O \\>> 2 WARMER la0 WNW O NDER TOP - PICKUP / \� 23-6 ¢ ➢ df 2-11 2-11 , OPEN COUNE-2 1 1 Sw FOR PASS THRU 1 1 WAIT -BELOW 1-6 I22-15 I I 011 ICE CREAM CTR REF ) I I1T-71D"TOWEL SOUP 4T WARNER H- C10E BINr RISER ROOM NOT PART OF LEASE y SPACE REVIEW RESPONSE 1.1 - ORIGINAL PROPOSED 'NOX BOX LOCATION (E) FIRE RISER / f 1 1 , If -/KNOX BOX PER SPEC, LOC TBD 1 �-, ON SITE BY FIRE DEPT I I GENERAL NOTES: 1. INTERIOR DIMENSIONS ARE TO F.O. STUD ION. 2. EXTERIOR DIMENSIONS ARE TO F.O. STUD, MASONRY, OR CONC ION. ❑3. ALL INTERIOR PARTITIONS ARE TYPE 1 ION. SEE A3.3 4 FOR WALL TYPES & CONSTRUCTION 4. REFERENCE ROOM FINISH SCHEDULE, SHEET A5.1 & A7.1 FOR INTERIOR FINISHES AND SPECIFIC FLOORING TYPES 5. FIELD VERIFY ALL EXISTING STEEL COLUMN PLACEMENTS AND CONSULT ARCH FOR MODIFICATIONS IF NECESSARY 6. REF RCP ON SHEET A6.1 FOR ALL CLG SCOPE & CONDITIONS 7. REFERENCE A3.1 FOR FRAME TYPES & FRAME ELEVATIONS 8. REFERENCE A3.2 FOR STOREFRONT TYPES & ELEVATIONS 9. REFERENCE CODE PLANS A0.1 &A0.2 FOR ALL REQUIRED ADA CLEARANCES 10. GC TO FV ALL WD BLOCKING/BACKING REQUIREMENTS FOR CABINETS AND EQUIPMENT MOUNTS BY WALKTHROUGH WITH CLIENT AND ARCH PRIOR TO GYP INSTALLATION 11. MAKEUP AIR REQUIRED FOR KITCHEN REF MECHANICAL 12. ALL CORE & SHELL IS EXISTING TO REMAIN UON IN PLANS. 13. ALL EXTERIOR WALLS AND GLAZING ARE EXISTING - MODIFICATIONS ARE AS NOTED. EXISTING WALLS - NEW WALLS - SEE A3.1 ACOUSTIC BATT INSULATION (INT WALLS AS NOTED IN PLANS) -EXT STAIR ENCLOSURE WALLS TO RECEIVE THERMAL INSULATION REF AO. 1, A4.1 GRID LEGEND: IT- EXISTING COLUMN GRID NEW COLUMN GRID KEYNOTES DOTES - -_- 1-5 DASHED LINES OF STAIR ENCLOSURE ABOVE [REF ROOF PLAN] 1-6 DASHED LINES OF ROOFTOP CONTAINER LOCATION 2-10 EXISTING ELEC MAIN PANEL 2-11 DASHED LINES OF EXIST OH STL BEAM [REF STRUCT] 2-12 EXISTING STL COLUMN TO REMAIN 2-13 DASHED LINES OF EXIST SKYLIGHT ABOVE 4-3 INFILL EXIST OPNG W/ BRICK RECYCLED FROM PROJECT [REF STRUCT] 5-12 NEW STL COLUMN, [REF STRUCT FOR SIZE & PLACEMENT] 5-13 STL TREAD FABRICATED STAIRS [REF STRUCT] 6-4 NEW STRUCT TIMBER COLUMN [REF STRUCT] 8-6 ALTACKOF EXIST 8'-0" OH DOOR FOR HIGH LIFT CONFIGURATION. VERIFY IN FIELD & RESOLVE CONFLICT W/ DUCT RUN & OH DOOR RACK. ELEVATE TRACK TO HIGHEST POSSIBLE POINT OF TRAVEL BELOW DUCT RUN. 8-7 INSTALL TEMPERED GLAZING IN EXIST ALUMINUM STOREFRONT SYSTEM W/ DOUBLE INSUL GLAZING PER SCHED. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.1 OR A3.21 8-8 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM W/ DOUBLE INSULATED GLAZING. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS (REF SPEC & CODE ANALYSIS PLAN ON A0.1 OR A3.21. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS A3.2. 8-9 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT SYSTEM INCLUDING DOOR, TRANSOM & SIDELIGHT W/ DOUBLE INSULATED GLAZING ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC IS, CODE ANALYSIS PLAN ON A0.1 OR A3.21. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS A3.2. 8-11 30" X_30" ACCESS HATCH W/ SILL & FLOOR 9-14 INSTALL 5/8" GWB, ADDITIONAL WALL FINISHES AS SCHEDULED, 9-15 VINYL SHEET FLOORING 9-21 CLEAN EXIST WAL & PNT PER SPEC 10-16 OUTDOOR GAS FIRE PIT [REF SPEC, ELECT & PLBG] 10-17 FULL LENGTH MIRROR, WIDTH TBD 11-6 CLG MTD SUSPENDED TV [REF SPEC & ELEC] 22-9 WATER HEATER [REF PLBG] 22-14 MIXING VALVE AND RECIRCULATION PUMP LOCATION [REF PLBG] _22-15 FLOOR SINK [REF PLBG] 23 DASHED SHED LINES OF APPROX LOCATION OF NEW MAU ABOVE [REF MECH] 23 9 DASHED LINES OF HOOD ABOVE [REF MECH] 24-3 KITCHEN ELECTRICAL SUB'PANEL FREF ELECI /v/MOIe Awst wpwTI #^+Je65oll c oZ Itt1L)VYIN r� B-3386 C7 06/14/18 L F2SF0 AR��\ RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (f) 303.413.8557 www.rodwinarch.com 0 U �N W vJ CO Z�.i..� O OQ >< 2 U W % / W� L z W Q W 0 0 U M ' L„L < Z (D 0 LL ------------ REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS L AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. 2 NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the archtect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect of responsibility for all consequences arriving out of such changes. ® COPYRIGHT: This document, inclusive of all the ideas incorporated herem, is the enclusive property of Rodwin Architecture. Any use of this document or ideas, without the wditen consent of Rodwin Architecture is prohibited. DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 1 MINOR AMENDMENT 7-10-18 ROUND 1 REVISIONS 2 MINOR AMENDMENT 7-26-18 ROUND 2 REVISIONS PERMIT SET All 01 1ST FLOOR PLAN E-99 2816 I 3 3..,,,,. 1 A2.5 1 \I A2.4 P-� / A2.5 , \ ) ( ) [:: =VIEW IPPIND C D D.1 D.2 D.7 D.8 E FG WCV � WILL BE RTH OF THE SHIPPING ER MODIFICATIONS TO DRAINAGE AS SUPPLY, DRAIN GREASEHOOD AND NECESSARY - REF AND SPRINKLER � DISHWASHER EXHAUSTS PLUMBING PER MECHANICAL CHASE FROM I KITCHEN BELOW 1 30"W MAINT a 'L A2.3 (E) OVERFLOW ROOF DRAIN i 2 \�_ APPROX LOCATION FOR NEW y -- ----- GATE 1 a ELEC SUBPANEL 3 (E) ROOF DRAIN MAU REF MECHANICAL zs'-T3re^ i s-r___-- _ g-r_ �` = za-ETlB" .f Y F O ERHANG r MODIFICATIONS TO DRAINAGE AS r O NECESSARY -REF PLUMBING ------- I I � DIew.Av a ousswuxE I STEEL I� y____�._ WAIT FA / STEEL - - SLOPE FABRICATED COLD STORAGE STATION& _ STORAGE i \vy I -STAIRS--- I I / 2 y RELOCATE OVERFLOW ROOF DRAIN, LOC REF PLBG DRY7 n i b I _I J is 6 A3.3 3 5 A3.3 - ---" "-_----- - ...� h 14'-0' .6. RELOCATE ROOF DRAIN, LOC REF PLBG --- -- A2.3 4 ICE caoD MIXER ~ it PLATE DfW i / �•� 5 i 7 203 -- - 204 ----- - -j PEDESTALELEVATEDCOMPOSITEDECKSURFACE- _ PERMITS DRIP THROUGH AND EXISTING / / PITCH/DRAINAGE UNINTERRUPTED - APPLY 1/4" 12" 1 \ PROTECTIVE EPDM LAYER UNDER PEDESTALS 1 - - - 3 A2.2 \ -2" GRAVEL OVER DRAIN Se A2.4 ` / MAT OVER (E) EPDM i ( Li___ _________________________ -__J (NOTE HATCHED AREA REF REVIEW RESPONSE 4.1 RE: MAU - 5 / STRUCT) ' ' SCREENING - SEE ALSO STRUCT DRAWINGS SHEETS S1.2 AND STEPS PENDING FINAL 2.2(10) ( DN 4*A2.3 DECK ELEVATION FIELD 2 FA273 114'-51/4" 114-51N- VERIFY. MIN 4'/MAX I" / EXISTING RTU ENCLOSURE WELL `p\ RISE; MIN 11" TREAD Y� 4996.61t3� 12'- 4 5/8'oSOUND ABSORPTION WALL - REF o ��11 / ,\ STRUCTURAL DRAWINGS AND A4.1(1) FOR ASSEMBLY �i 1/4' 12" 1 r #A3.r2 _�- UP 1/4" / 12" R ®6.5"+%- R 0 6 5" */- 2 wx r)l a - CAM)( 7'I � `= ®I I" 4THT GUARDRAIL, TYP s ROOFTOP PATIO PERIMETER, v, OOF O HANG 36"HT HANDRAIL, TYP RE: M2 - p� F.V. 3' - 10 3/4" REF A4.2 �f -�� 1/4" / 12" \J�= / 1/4,. / 12" REVIEW RESPONSE 4.1 RE EXISTING RTU i \ F.V. 1 LOCATION AND SCREEN WELL APPROVED \p % 10-16 r\~ r= UNDER CORE AND SHELL PROJECT 1 �� 4-2 / ____ _____ y\� e�,PEDESTAL ELEVATED COMPOSITE DECK �((0 )) (E) OVERFLOW / SURFACE -PERMITS DRIP THROUGH 1/4" / 12" �' v 3 6 ROOF DRAIN AND EXISTING PITCH/DRAINAGE RTU J A2.2 / UNINTERRUPTED - APPLY PROTECTIVE (1 7N 1 - / / (D 11 EPDM LAYER UNDER PEDESTALS (D�8) 1/4" / 12" 1 5 2 / \ - 1/4" / 12" \ 11 T - 10 314" Rv. (E) ROOF DRAIN / i 2 4996.1' / _ (D 2) A2.5 �D ) E IN; 5M IN 11 5M a= �y 31' - 9 3V -1. / 3' - 4110" A2.2 1 1/4" / 12" F.v. 1/4" / 12" / EDGE OF -- - Z/ 3 CONTAINER WALLS BELOW 2" GRAVEL 2 " OVER DRAIN A4 MAT OVER (E) / EDGE OF W,1111}LLS OW \ / EPDM (NOTE I � I \ - HATCHED EDGE O ROOF BELOW AREA REF STRUCT), / 1 \ �ey A2.3 ^ 4,, - CORRUGATED STEEL ROOFING REF STRUCT A2. 5 y3l A2.2 A2.4 x 1 CORRUGATED STEEL • - 5 ROOFING REF STRUCT 2' - 6" A2.3 1 1 I I to A2.3 3 IN GENERAL NOTES 1. INTERIOR DIMENSIONS ARE TO F.O. STUD LON. 2. EXTERIOR DIMENSIONS ARE TO F.O. STUD, MASONRY, OR CONC LION. 3. ALL INTERIOR PARTITIONS ARE TYPE 1 LION. SEE A3.3 FOR WALL TYPES & CONSTRUCTION 4. REFERENCE ROOM FINISH SCHEDULE, SHEET A5.1 & A7.1 FOR INTERIOR FINISHES AND SPECIFIC FLOORING TYPES 5. FIELD VERIFY ALL EXISTING STEEL COLUMN PLACEMENTS AND CONSULT ARCH FOR MODIFICATIONS IF NECESSARY 6. REF RCP ON SHEET A6.1 FOR ALL CLG SCOPE & CONDITIONS 7. REFERENCE A3.1 FOR FRAME TYPES & FRAME ELEVATIONS 8. REFERENCE A3.2 FOR STOREFRONT TYPES & ELEVATIONS 9. REFERENCE CODE PLANS A0.1 &A0.2 FOR ALL REQUIRED ADA CLEARANCES 10. GC TO FV ALL WD BLOCKING/BACKING REQUIREMENTS FOR CABINETS AND EQUIPMENT MOUNTS BY WALKTHROUGH WITH CLIENT AND ARCH PRIOR TO GYP INSTALLATION 11. MAKEUP AIR REQUIRED FOR KITCHEN REF MECHANICAL 12. ALL CORE & SHELL IS EXISTING TO REMAIN UON IN PLANS. 13. ALL EXTERIOR WALLS AND GLAZING ARE EXISTING - MODIFICATIONS ARE AS NOTED. KEY: EXISTING WALLS NEW WALLS - SEE A3.1 ACOUSTIC BATT INSULATION (INT WALLS AS idOTED IN PLANS) -EXT STAIR ENCLOSURE WALLS TO RECEIVE THERMAL INSULATION REF AO. I. A4.1 KEYNOTES 4-2 NEW THIN BRICK VENEER SOUND ABSORPTION WALL [REF STRUCT] 5-2 42" HT Pi MTL GUARDRAIL TYP @ ROOF PATIO LOCATIONS PEDESTAL ELEVATED DECK SURFACE 7-6 (COMPOSITE- FIBERON HORIZON), ALLOWS EXISTING ROOF PITCH TO REMAIN & PERMITS UNINTERRUPTED DRIP THROUGH/DRAINAGE FROM LEVEL DECK SURFACE [REF SPEC]. APPLY PROTECTIVE EPDM LAYER UNDER PEDESTALS. INSTALL THERMALLY BROKEN ANODIZED 8-8 ALUMINUM STOREFRONT WINDOW SYSTEM W/ DOUBLE INSULATED GLAZING. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON AO.1 OR A3 2] BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS A3.2. &10 {INSTALL THERMALLY BROKEN ANODIZED ,ALUMINUM STOREFRONT SYSTEM & DOOR W/ DOUBLE INSULATED GLAZING. ALL NEW GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.1]. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS. OUTDOOR GAS FIRE PIT [REF SPEC, ELECT & PLBG] CITYSCAPE SIMILAR SCREENING PER STRUCT - 10-16 32-3 HEIGHT, PLACEMENT & CLEARANCES PER MECH AND STRUCT 2 Jlflll0 _;I J� 2 ROOF PL,WCoNT I I I I I 0 1 =SARAYO N1iuo2 !J0WNq0t0W-r 0/M' e'v44 C 04- _, f�{1UINIIV B-3386 06/14/18 V F,yS�D ARCS\ RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (f) 303.413.8557 www.rocWnarch.com 0 U �N C) LL W v' Z O O QQ ; 2 U) X W d' z L ij J J =0u �U < Z (0 O LL N REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the arcletect and his consultants have performed their serNces with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shah be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A fwure to cooperate by a simple notice to the architect shall relieve the archtect from responsibility for ail consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect of responsibility for all consequences arriving out of such changes. ® COPYRIGHT: This document inclusive of all the ideas incorporated herein, is the exclusive property of Rodwin Architecture. Any use of this document or ideas, without the written consent of Rodwin Architecture is prohibited DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 1 MINOR AMENDMENT 7-10-18 ROUND 1 REVISIONS 2 MINOR AMENDMENT 7-26-18 ROUND 2 REVISIONS PERMIT SET Al 02 ROOF PLAN E.99 2816 C 0! o• I W SOUTHWEST ELEVATION 1 /41' = 1'-0" SENSE ,1 fI g w jx 11ril 7 3 SOUTHEAST ELEVATION 1/4" : 1'-0" - STRING LIGHT POLES SCREEN WALL REF A4.1 - 2 A4.1 rT------n a :I: O L EEL j 1 IFC� O ROOF ENCLOSURE T.O.W. EL. 122' - 6 3/8" 42"HT GUARDRAIL T.O. ROOF DECK @ STAIR- JAPANGO EL. 114' - 5 1/4" SUITE 110 FINISH FLOOR ELEVATION- JAPANGO EL. 100' - 0" 4982.2' D_SOUTH/�rENTRY ELEVATION 1 1/4" = V-91 r-EXISTIN G NO CHANGES T 118' - 9" 3-3 KEYNOTES 8-8 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM W/ DOUBLE INSULATED GLAZING. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.1 OR A3.21. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS A3.2. 8-10 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT SYSTEM & DOOR W/ DOUBLE INSULATED GLAZING. ALL NEW GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.11. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS. 10-13 KNOX BOX, LOC & HT BY FIRE DEPT 32-3 CITYSCAPE SIMILAR SCREENING PER STRUCT - HEIGHT, PLACEMENT & CLEARANCES PER MECH AND STRUCT ROOF ENCLOSURE T.O.W. EL. 122' - 6 3/8" 2 T.O. ROOF DECK @ STAIR- JAPANGO EL. 114'-5 1/4" SUITE 110 FINISH FLOOR ELEVATION- JAPANGO EL. 100' - 0" 4982.2' tutwa AP"*^IDlfNbywr lorvo '¢ HULnNIN � 06/14i'18 �U RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (f) 303.413.8557 www.rodWnarch.com C UCO UJo � LL W U) 00 Z 0 QQ � (D 2 x z W LU J Q w_30 O U � Q z� � O LL N REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is impeded and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A faiure to cooperate by a simple ndice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthonzed, and shall sieve the architect of responsibility for all consequences arriving out of such changes. © COPYRIGHT: This documentinclusive of all the ideas incorporated herein, is the exclusive property of Rodwin Architecture. Any use of this document or ideas, without the wrtten consent of Rodwin Architecture is prohibited. DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 2 MINOR AMENDMENT 7-2E 1e ROUND 2 REVISIONS PERMIT SET A201 EXTERIOR ELEVATIONS E-99 2816 r-- (V C 1 0 A2.4 A2.5 1 Lci ROOF ENCLOSURE T.O.W. 122' - 6 3/8" EL. T.O. ROOF DECK @STAIR- ..--. JAPANGO 114'- 5 1/4" EL. SUITE 110 FINISH FLOOR ELEVATION- JAPANGO 100' - O" EL. NEST ELEVATION 1/C Is 1141 A2.5 A2.4 E� ;NCLOSURE- EAST I1 1 . A2.4 A2.5 ROOF ENCLOSURE T.O,W. 122' - 6 3/8" EL. T.O. ROOF DECK @ STAIR- JAPANGO 114' - 5 1/4" EL. 5 STAIR ENCLOSURE- WEST ( 1/r= 1r-v, ' L REVI=SIDE ESS NUMBERS - -- -- - --- - -- — ADDNG 2 l ROOF ENCLOSURE T.O.W. EL. 122'- 6 3/8" T.O. ROOF DECK 0 STAIR- JAPA111i EL. 114' - 51/4" 2 A2.5 ROOF ENCLOSURE T.O.W. , EL. 122' - 6 3/8" T.O. ROOF DECK @ STAIR- JAPANGO - EL. 114' - 5 1/4" AIR ENCLOSURE- NORTH 4" = 1r-0" 2 A2.5 3 4A2.4 IIII!IIIIIIII'. ROOF ENCLOSURE T.O.W. EL. 122' - 6 3/8" PROOF DECK @ STAIR - El. 114' - 5 1/4" J EJ STAIR ENCLOSURE- SOUTH 1-.-.4 j 1/4" = V-0" - --- KEYNOTES -- —� 8-7 INSTALL TEMPERED GLAZING IN EXIST ALUMINUM STOREFRONT SYSTEM W/ DOUBLE INSUL GLAZING PER SCHED. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.1 OR A3.2] 8-8 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM W/ DOUBLE INSULATED GLAZING. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.1 OR A3.21. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS A3.2. 8 9 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT SYSTEM INCLUDING DOOR, TRANSOM & SIDELIGHT W/ DOUBLE INSULATED GLAZING. ALL NEW STOREFRONT GLAZING TO MEET 2015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE: ANALYSIS PLAN ON A0.1 OR A3.21. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS A3.2. 8-10 INSTALL THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT SYSTEM & DOOR W/ DOUBLE INSULATED GLAZING. ALL NEW GLAZING TO MEET 12015 IECC REQS FOR U VALUE, SHGC & AIR LEAKAGE REQUIREMENTS [REF SPEC & CODE ANALYSIS PLAN ON A0.11. BLACK FINISH TO MATCH EXIST. REF STOREFRONT FRAME ELEVATIONS FOR TEMPERED GLASS LOCATIONS. E F C040 90 DWIN B-3386 06J14/18 V F2SED ARG�`�� RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (t) 303.413.8557 www.rodwinarch.com 0 U �N F I— c) LL W CO CD Z� 0 OQQ Z W C/) x z z W J Q w_30 1ODU O r N REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. NOTICE: DUTY OF COOPERATION Rel- a of these plans contemplates further cooperation among the owner. his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the achitect. Falure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shad relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect we unauthorized, and shall relieve the architect of responsibility for all consequences arriving out of such changes. ® COPYRIGHT: This document, inclusive ofat the ideas incorporated herein, is the exclusive property of Rcdwin Architecture. Any use of this document a ideasr without the written consent of Rodvnn Architecture is prohibited. DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 1 MINOR AMENDMENT 7-10-18 ROUND 1 REVISIONS 2 MINOR AMENDMENT 7-26-18 ROUND 2 REVISIONS PERMIT SET A202 EXTERIOR ELEVATIONS E-99 2816 �O 00 CV A2.4 I F E (D8)(D7) W � Y T BUILDING SECTION - EAST WEST 1 /4" = 1'-0" m JL 1 (� ,-- BUILDING SECTION - NORTH SOUTH 1 /4" = 1'-0" 2 A2.5 (D.2) (D.1)�-r T D 1 A2.4 I � � RAFTER FRAMING-- L47 ROOF ENCLOSURE _T.O.W. EL. 122'-63/8"-- T.O. SHIPPING CONTAINER FLR EL. 114' - 9 5/32" T.O. ROOF DECK @ STAIR- JAPANGO \ EL. 114' - 5 1/4" CURB - REF STRUCT FOR ASSEMBLY DETAIL SUITE 110 FINISH FLOOR ELEVATION- JAPANGO EL. 100' - 0" ITE120-130 R1f10.e A0WoM0W 01mml8rvio# el C O/ HUUVVIN t7��B-3386 06/1�4/18 \� 0 RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (f) 303.413.8557 www.rodwinarch.com U�00 UJC) LL w U) 00 Zoo O 2 1 " z '(D ^ X W zw J Q w_30 � ~ODU z� (0 O LL N REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the comer, his contractor and the amhtect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences Changes made from the plans wthout consent of the archteot are unauthorized, and shall relieve the architect of responsibility for all consequences arriving out of such changes. ® COPYRIGHT: This document, inclusive of all the ideas incorporated herein, is the exclusive property of Rodwin Architecture. Any use of this document or ideas, without the written consent of Rodwin Architecture is prohibited. DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 2 MINOR AMENDMENT 7-26-18 ROUND 2 REVISIONS PERMIT SET A204 BUILDING SECTIONS E-99 2816 �O r-- 00 (V Col 01% I (D.8) W � 3 A2.4 , BUILDING SECTION - EAST WEST 1/4i, 1'-0" 1 A2.4 T 3\ BUILDING SECTION - NORTH SOUTH 1 /4 = 1 -0' [D] I T T KEYNOTES 9-14 INSTALL 5/V' GWB, ADDITIONAL WALL FINISHES AS SCHEDULED. 1 A2.$ 1 (1.7) 2 (2.1) A2.4 Y- --------------- - - --------------. i IIIII ^J^{ IIIII � FRAMING PER STRUCT. BUILDING SECTION - STAIR TO ROOF 1 /4" = K)DININ tit B-3386 C� 06/14/18 V RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (f) 303.413,8557 www.rodwinarch.com O U �N W o LL wU)00 Zoo O QQ wU) Xwz zw J Q w:30 �ODU L.L Z �O LL REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. NOTICE: DUTY OF COOPERATION Release of these dens contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A falure to cooperate by a simple notice to the architect shell relieve the architect from responsibllty, for all consequences Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect of responsibility for all consequences arriving out of such changes. © COPYRIGHT: This document, inclusive of aX the ideas incorporated herein, is the exclusive property of Rodwin Architecture.. Any use of the document or ideas, without the written consent of Rodwin Architecture is prohibited. DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 2 MINOR AMENDMENT 7-26-18 ROUND 2 REVISIONS PERMIT SET A205 NIffla AM *MA IAW* BUILDING SECTIONS E-99 2816 %O 00 CONTAINER BAR —_NORTH 1 /2- = r cr ROOF CONNECTIONS REF STRUCT GENERAL NOTES: CONTAINER BAR IS UNCONDITIONED AND FOR 2.5 SEASON USE. PLUMBING DRAIN DOWN FROM BELOW PER PLUMBING ENGINEERING. SHIPPING CONTAINER FABRICATION: TO BE BUILT OFF SITE BY CONTAINER FABRICATOR, CRANED INTO PLACE ON (N) ROOF CURB PER STRUCTURAL. CRANE PERMITS BY FABRICATION COMPANY. CONTAINER ONLY SPRINKLER PROTECTION PER SPRINKLER CONTRACTOR. 4 DOORS 202 AND 205: FRAMED WALL OR FURRED OUT CONTAINER SHELL WALL TBD - PER STRUCTURAL SPRINKLER, DRAIN, SUPPLY CHASE - IN CONSULTATION WITH CONTAINER FABRICATOR / OPEN TO KITCHEN CEILING BELOW BOTTLE DISPLAY & GLASSWARE y r � zv UNDER -COUNTER FRIDGES- — DRY STORAGE BLW 2 —42" HT BACK BAR `n � 202 6 A3.3 3 �� COUNTER < 0� � 5 A3.3 O 4 h a - 2'-0" W BAR TOP - W j 42" HT h WAIT ;T — El — - _J STATION 4CONIP C9 & ICE D/W7 STORAGE SPD RACKR ` c_ o_ �o PUTS 205 ) '1 CONTAINER BAR — SOUTH tME �1 6 CONTAINER BAR — WEST 0 ROOF CONNECTIONS REF STRUCT 1 CONTAINER BAR — PLAN CONTAINER BAR — EAST PASS THRU III CABdNET3 NTAINER BAR — WA = rr-o" 11 VECTIONS ra CO/n'� �90 RODWIN �r B-3386 C� ors/1�ana \��v �S fD IR 0 RODWIN ARCHITECTURE 1245 Pearl St., Suite 202 Boulder, Colorado 80302 (p) 303.413.8556 (f) 303.413.8557 www.rodwinarch.com O U �N W o LL WC/)00 Zoo 0 QQ (D 2 '^ VJ Z x rrnn V W W J Z W Q 1ODU z� (0 O N REVISION RESPONSE 2: DIMENSION STRINGS AND TEXT REPOSITIONED IN ALL DRAWINGS AS RELEVANT OR NECESSARY TO ELIMINATE TEXT AND LINE CONFLICTS. TEXT MASKING ISSUES RESOLVED. NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractp and the architect. Design and construction are complex. Although the architect and his consultants have performed their seances with due care and dikWce, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect conpounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unaulhonied, and shall relieve the architect of responsibility for all consequences arriving out of such changes. 0 COPYRIGHT: This document inclusive of all the ideas incorporated heren, is the exclusive property of Rodwin Architecture. Any use of this document or ideaswithout the written consent of Rodwin Architecture is prohibRed. DRAWN: JK, KS, JFG CHECKED: SR DATE: 06/14/18 REVISED: No. Description Date 2 MINOR AMENDMENT 7-26-18 ROUND 2 REVISIONS PERMIT SET A303 move Aorwpn'row �°/Y/I�ISOAff SHIPPING CONTAINER / ROOFTOP BAR E-99 2816