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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/27/2022z 3 WILCO SPRINGFIELD 4 140121ST STREET, SPRINGFIELD, OREGON 97477 ENERGY CODE ANALYSIS BASED ON 2019 ASHRAE 90.1 CLIMATE ZONE 4C WALL ABOVE EMSTING ENTRY DOOR (NORTH SIDE OF WILCO BUILDING) TO BE RE -BUILT AS 2 -HOUR FIRE RATED WALL PER: GA FILE NO. WP 8202 THIS ASSEMBLY INCLUDES EXTERIOR CONTINUOUS INSULATION. COMPLETE ASSEMBLY ANTERIOR TO EXTERIOR): • (2) 59' TYPE 'X GYP BOARD • 359' METAL STUDS AT 16' DC • R-13 BATT INSULATION • (2) 59' TYPE 'X GYP BOARD • R-7.5 tl(11/P') RIGID INSULATION NEW STORAGE ADDITION IS EXTERIOR TO THERMAL ENVELOPE. n ILL`-- - „ I TIL - L _I olrmpictl mrmd=M aEl- Ll D E:: _ n DE- /' t oCd�loco ] ❑� PROJECT �n ..w LOCATION i � _ LI ❑ n ❑ �7y 00 1-1 MSI cl 10 mrDlf oo n oEi'0°400 ❑y �, goo�Fj❑Cn-o ��pC FTLl - _QF� E_l000co=ol 4-CJClC7�o,rIC7�JGC'o�ooClOoT C �angal BlvE C¢M IBlva CeMennlsl BNtl LC C, ` c.xwl0a cema°°.lelve Cmlemlxl mva r, �i II zLr,C�d,l�GIC'!]�I�1L_G Ell 0 �I _ 9� — n _ I, Fl n n- Iz-I _ _._ _ r, (_ rNTORTH 1 VICINITY MAP O0 NOSCALE a 1 2 DESIGN TEAM BUILDING OWNER: HOLLAND FAMILY PARTNERSHIP do EVANS, ELDER, BROWN 8 SEUBERT, INC. 101 E. BROADWAY, SUITE 101 EUGENE, OREGON 97401 CONTACT: DAVID HOLLAND EMAIL: DAVID@EEBCRE.COM ARCHITECT: ROBERTSONISHERWOODIARCHITECTS pc 132 E. BROADWAY, SUITE 540 EUGENE, OR 97401 541-342-0077 CONTACT: JAM=S ROBERTSON, FAIA, FCSI, CCS EMAIL: JROBERTSON@ROBERTSONSHERWOOD.COM GENERAL CONTRACTOR: ILO CONSTRUCTION, LLC 1792 CENTENNIAL BLVD SPRINGFIELD, OR 97477 541-521-0114 CONTACT: RICHARD AIELLO EMAIL: ILO2(r4COMGAST. NEr SITE PLAN SYMBOLS 0 DESCRIPTION OF WORK LAND USE CODE ANALYSIS D (E)TREE EASEMENT LINE u (E) SITE LIGHTING LAND USE CODE ANALYSIS BASED ON CITY OF SPRINGFIELD DEVELOPMENT CODE ® REPLACEMENT OF EXISTING ENTRY CANOPY STRUCTURE. ADDITION OF GAS LINE MIN PREMANUFACTURED METAL BUILDING ON WEST SIDE OF EXISTING BUILDING. ZONE: MRC- MAJOR RETAIL COMMERCIAL ©v CODE ANALYSIS DRINKING WATER OVERLAY DISTRICT ® (E) MAN HOLE MINIMUM LOT SIZE: 8,000 SF (OK) © BUILDING CODE ANALYSIS BASED ON THE 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) MINIMUM FRONTAGE: 50 FEEr(OK) E AND 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) CHAPTER II: MINIMUM BUILDING SETBACK: 10 FEEr(OK) 4 (E)SIGN MINIMUM PARKING/STORAGE SETBACK: 5 FEET (OK) Id ADDITION COMPLIANCE: PRESCRIPTIVE COMPLIANCE METHOD (300. 1) LOT AREAS: LOCATION: 140121 ST STREET, SPRINGFEILD, OR 97477 OVERALLSITE AREA: 325,709 SF EXISTING IMPERVIOUS AREA: 309,439 SF LL MAPBAX LOT: 17-03-17-44 LOT 100 EXISTING LANDSCAPE AREA: 16,270 SF (5%LANDSCAPING) O _N NO NET CHANGE TO IMPERVIOUS AREA OR LANDSCAPE AREA PROPOSED. PROJECT REPLACEMENT OF OF EXISTING ENTRY CANOPY STRUCTURE, BUILDING AREA: 74,553 SF (SEE ACTUAL AREAS) J ADDITION OF METAL STORAGE BUILDING ON WEST WALL. DRIVETHRU LUMBER YARD: 32,378 SF OCCUPANCY TYPE: M(MERCANTILE), S-1(STORAGE) LOT PARKING (SDG TABLE 4.6.2): 38,458 SF RETAIL/ 3DO SF PER SPACE= 128 SPACES(WILCO) PER TABLE 508.4 NO SEPARATION REQUIRED BETWEEN THESE OCCUPANCIES. 36,075 SF WAREHOUSE SALES/ 600 SF PER SPACE= 60 SPACES(WILCO) 32,378 SF WAREHOUSE SALES/ 800 SF PER SPACE= 54 SPACES (JERRYS) CONSTRUCTION TYPE: III -B, SPRINKLERED TOTAL REQUIRED PARKING SPACES: 242 SPACES REQUIRED TYPE III -B ALLOWABLE BUILDING AREA: EXISTING PARKING SPACES: 238 -20 ADDITIONAL PARKING BASE ALLOWABLE AREA: M 50,000 SF (ADDITIONAL SPACES AVAILABLE ON TAX LOT 8000(JERRYS), PER SHARED PARKING AGREEMENT) S-1: 70,000 SF 506.3.3 AMOUNT OF INCREASE WE TO FRONTAGE NO NET CHANGE TO PARKING SPACES PROPOSED. IF = (F/P - 0.257 WM IF AREA FACTOR INCREASE DUE TO FRONTAGE LOT BICYCLE PARKING (SDC TABLE 4.6.3): F BUILDING PERIMETER THAT FRONTS PUBLIC WAY MORE THAN M FEET WILCOBUILDING: 74,533SF/3,000= 25SPACES P PERIMETER OF ENTIRE WILDING (FT) DRIVE THRU LUMBER YARD: 32,378 SF= 2LONG-TERM SPACES WAY(PER W WIDTH OF PUBLIC WAVPER 506.3.2 TOTAL BICYCLE PARKING SPACES REQUIRED: 27 SPACES IF = (1370/1370- 0.257 MW 25% LONG TERM/ 75%SHORT TERM = 6 LONG TERM/ 21 SHORT TERM IF =(1571 IF= -75 EXISTING SHORT TERM BICYCLE PARKING SPACES PROVIDED: 21 C (INCLUDING AREA INCREASE DUE TO FRONTAGE) EXISTING LONGTERM BICYCLE PARKING SPACES PROVIDED: 6 M 50,000 SF•1.75= 87,500SF(MDST RESTRICTIVE) S-1: 70,DDOSF`1.75= 122,500 SF ACTUAL BUILDING AREAS: DEFERRED SUBMITTALS (E) WILCO BUILDING: 38,458 SF- (E) WILCO STORE (RETAIL) 4,032 SF - (E) GARDEN CENTER( (WAREHOUSE) THE FOLLOWING ITEMS WILL BE SUBMITTED AS A DESIGN -BUILD DEFERRED 754 SF - (E)DRIVE-THRU PICK-UP(INAREHOUSE) SUBMITTALS. THESE SUBMITTALS ARE TO BE PREPARED BY THE SUBCONTRACTOR 29,000 SF - (E) JERRYS WAREHOUSE (WAREHOUSE) RESPONSIBLE FOR THE WORK AND SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO 2,289 SF- NEW COVERED STORAGE BUILDING (WAREHOUSE) THE START OF INSTALLATION: 38,458 SF TOTAL RETAIL 1. PREMANUFACTURED METAL BUILDING DESIGN. 36.075 SF TOTAL WAREHOUSE COMMERCIAL SALES 74,533 SF TOTAL AREA 2. SEI SMC RESTRAINTS AND ANCHORAGE FOR PIPING. DEFERRED SUBMITTAL DOCUMENTATION TO INCLUDE ENGINEERING AND SHOP DRAWINGS FOR (E) JERRYS DRIVETHRU LUMBER YARD: SEISMIC RESTRAINT SYSTEMS, ASSEMBLIES AND COMPONENTS. 32,378 SF TOTAL WAREHOUSE COMMERCIAL SALES 3. FIRE SUPPRESSION DESIGN AND DRAWINGS AS REQUIRED. ALLOWABLE HEIGHT 60 FT (19-r FTACTUAL)(NO CHANGE) 4. ELECTRICAL DESIGN AND DRAWINGS AS REQUIRED. (SECTION 504,504.3 & 5044) 5. PLUMBING DRAWINGS AND DESIGN AS REQUIRED. ALLOWABLE STORIES: 2 STORIES (1 ACTUAL) (NO CHANGE) FIRE RATING REQMTS: STRUCTURAL FRAME: 0 HOURS INTERIOR BEARING: 0 HOURS INTERIOR NON-BEARING: 0 HOURS FLOOR CONSTRUCTION: 0 HOURS ROOF CONSTRUCTION: 0 HOURS STAIRWAY: NO STAIRS, NO RATED ENCLOSURE ACCESSIBILITY FOR EXISTING BUILDINGS: MINIMUM OF 25%OF PROJECT BUDGET SHALL BE ALLOCATED TO ACCESSIBILITY. ACCESSIBLE PARKING SPACE AND CURB RAMPS ARE ALREADY PRESENT AT SITE. B ENERGY CODE ANALYSIS ENERGY CODE ANALYSIS BASED ON 2019 ASHRAE 90.1 CLIMATE ZONE 4C WALL ABOVE EMSTING ENTRY DOOR (NORTH SIDE OF WILCO BUILDING) TO BE RE -BUILT AS 2 -HOUR FIRE RATED WALL PER: GA FILE NO. WP 8202 THIS ASSEMBLY INCLUDES EXTERIOR CONTINUOUS INSULATION. COMPLETE ASSEMBLY ANTERIOR TO EXTERIOR): • (2) 59' TYPE 'X GYP BOARD • 359' METAL STUDS AT 16' DC • R-13 BATT INSULATION • (2) 59' TYPE 'X GYP BOARD • R-7.5 tl(11/P') RIGID INSULATION NEW STORAGE ADDITION IS EXTERIOR TO THERMAL ENVELOPE. n ILL`-- - „ I TIL - L _I olrmpictl mrmd=M aEl- Ll D E:: _ n DE- /' t oCd�loco ] ❑� PROJECT �n ..w LOCATION i � _ LI ❑ n ❑ �7y 00 1-1 MSI cl 10 mrDlf oo n oEi'0°400 ❑y �, goo�Fj❑Cn-o ��pC FTLl - _QF� E_l000co=ol 4-CJClC7�o,rIC7�JGC'o�ooClOoT C �angal BlvE C¢M IBlva CeMennlsl BNtl LC C, ` c.xwl0a cema°°.lelve Cmlemlxl mva r, �i II zLr,C�d,l�GIC'!]�I�1L_G Ell 0 �I _ 9� — n _ I, Fl n n- Iz-I _ _._ _ r, (_ rNTORTH 1 VICINITY MAP O0 NOSCALE a 1 2 DESIGN TEAM BUILDING OWNER: HOLLAND FAMILY PARTNERSHIP do EVANS, ELDER, BROWN 8 SEUBERT, INC. 101 E. BROADWAY, SUITE 101 EUGENE, OREGON 97401 CONTACT: DAVID HOLLAND EMAIL: DAVID@EEBCRE.COM ARCHITECT: ROBERTSONISHERWOODIARCHITECTS pc 132 E. BROADWAY, SUITE 540 EUGENE, OR 97401 541-342-0077 CONTACT: JAM=S ROBERTSON, FAIA, FCSI, CCS EMAIL: JROBERTSON@ROBERTSONSHERWOOD.COM GENERAL CONTRACTOR: ILO CONSTRUCTION, LLC 1792 CENTENNIAL BLVD SPRINGFIELD, OR 97477 541-521-0114 CONTACT: RICHARD AIELLO EMAIL: ILO2(r4COMGAST. NEr SITE PLAN SYMBOLS 0 (E)LANDSCAPING ------ PROPERTY LINE CONCRETE (E)TREE EASEMENT LINE u (E) SITE LIGHTING FENCE ® (E) CATCH BASIN _._.— GAS LINE MIN (E) PARKING STALLWITH WHEEL CURB _.-.-._ SEPTIC SEWER LINE ©v (E) ELECTRICALVAULT------- STORMNATER LINE ® (E) MAN HOLE RED'D © (E) CLEAN OUT —'—'—'— DOMESTIC WATER LINE E (E)FIRE HYDRANT —•—•—•— ELECTRICAL LINE 4 (E)SIGN O Id (E) BICYCLE HOOP LOCK (2 BIKES SHOWN) ABBREVIATIONS CB CATCH BASIN GONG CONCRETE (E) EXISTING FEC FIRE EXTINGUISHER CABINET FH FIRE HYDRANT MAX MAXIMUM MIN MNIMIM OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OC ON CENTER P.U.E. PUBLIC UTILITY EASEMENT RED'D REQUIRED SIM SIMILAR TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTE 3 SHEETINDEX G001 SITE PLAN AND CODE REVIEW A001 DEMOLITION PLANS A111 NEW FLOOR PLAN AND RCP A401 DETAILS AND SCHEDULES I I QSTREET FLOODWAY CHANNEL I I I i I i I Ilh I _ _M�—/./—/ \\ - FHN88°0355•W 652.00 _ — --- (ESCBMDR:TTf -'f . (E) —_ AfTi (j W ---i-- ------------------ -�- ME CB — J ___y 1 �----- ___�_Z1_L____ ___________lam —— „I ____fir__—\—\ — ——————-- — — — — —— I° - t - ` - a� 1 j L iL w ------------------ 7 -_______ ___________ __ _________ 1 1 I I I (E)IFI4 a __ _SCOTT ROAD II j I j it I `u IV I I I I� II ISI it I I ISI y -y— LDR I c I l;s TNI V+ I \ Fi1-PROX. LOCOAAB LA L5 -YEAR TIME OF TRAVELBOUNDARY b A I a o I. ecEi CB �Er w �Er �Er ,L ¢ d 28=0'r 1 -_ 1 - Dr. a tl �8=0'r- tl 1 - 30-9" I ti �RFISg15NFRYCCd /RCNIECRGCAE] CRtlW151EE15QF 3hY ti U R V-tl tl V T V tl tl V 9 °� TAX CB tl tl tl �w e W W O N �W�// Y. I W W I i • ` I � � o^ o^ i -lid �--------- ---� .t4 w 1 rn ll HDR ((E)�D I BUSS P—I-'a l.j II \ M - I I � I L-; F a• + I I ' I 1 P.U.E.U.E I - ( )Dr RIC -0" LI 39-V" 54'-101/4" PICK - FH r(7-54'. ()FH M �TOPAG I I I2,2895f LDR GAT I I W----------_- i I! LDR NOTE: ALL UTILITIES INDICATED ARE EXISTING. NO NEW UTILITY CONNECTIONS PROPOSED. 3 BIIf YU: t YAKKING - tl tl 5 tl CATs W tl tl W � W tl tl R R 6 L w 0 0 0 N �tl tl � �tl tl > -a - �I � o a -- o ENTRY _ I \ (E) CB \ I I � yI \ I \ X(E) (E JERRYS Ear \ OMERY CB J LUMBER YAR I °c (E)CB 3237 SF) y (E) CB I w _ I a S I I el ly I � I �lN ==(61,•�HORT-TERM I / I I F7F f� a f� a a &'CYCLE PARKING -=_ ---------------------- UDR u _ - -LDR I SITE PLAN 1"=50'-0" 4 CB (E) CBj '* kE) FH j I I I I OXI TE LOCATION TIMED F NDAL2Y Y/ 1 �F T:X�OI`BDO\� A LDR NORTH a I 0 RobertsonISherwoodlArchitects 132 East Broadway, Suite 540 Eugene, Oregon 97401 541-342-8077 www.robertsonsherwood.com MARK DATE DESCRIPTION ISSUE DATE: 4/27/2022 ISSUE: MDS APPLICATION PROJECT NO: 2021 ti JRW CHECKED BY: ti �RFISg15NFRYCCd /RCNIECRGCAE] CRtlW151EE15QF 3hY ti Z O�9� V LW Y_ O W W W O N �W�// Y. Q N J W_ LL LL O _N CV Z J c a r in MARK DATE DESCRIPTION ISSUE DATE: 4/27/2022 ISSUE: MDS APPLICATION PROJECT NO: 2021 DRAWN BY: JRW CHECKED BY: JMR �RFISg15NFRYCCd /RCNIECRGCAE] CRtlW151EE15QF 3hY SITE PLAN CODE REVIEW G001