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Home My WebLink AboutPlans Applicant 10/10/2023MWE M M M M A D E miff The Bow Rack - Building Code Analysis 2019 Oregon Structural Specialty Code /OSSC\ ll/29/2U22 Location: 392C%Street Springfield, OR97477 To LMap: 17-03-26-24-02100 Scope of Work: This project consists mfanaddition and remodel ofanexisting commercial building. Building A 5141SF(Existing Total) 7581 SF (Total Following Addition) ` Zone: C-2(Community Commercial) Building Codes: 2OI9Oregon Structural Specialty Code (OSSC) 2Dl9Oregon Fire Code (OF[) 2O21Energy Efficiency Specialty Code (OEESC) Deferred Submittals: Electrical and Lighting Plans Plumbing Plans Mechanical Plans and Energy Compliance Documentation OS3CCha3 Use andO Classification: m Group 8 - Business (Office Space + Training and Skill Development) (3O4.1) • Group M' Mercantile (Retail) OSSC Chapter 5 General BUdi Heights dA • Construction Type -5B • Proposed Building Area -758lSF o Allowable -9OOOSF(Table 5O6.2) • Proposed Height 'l-story-l3feet oAllowable -4Ofeet (Table 504.3) • Mixed Use and Occupancy (Section 5U#) o Adjacent Occupancies -Group K4 (Mercantile) o Separation Requirements (Table 508.4) - GroupBandGruupM-Sepanationnotrequined ` m HneSpr|nh|ers-NotProvded OSSC Chapter f • Retail Areas -W1Occupancy, 5BConstruction (Table 5O2) oExterior Walls «5ftfire separate distance = 2-hourrating required • Apply tmboth Mand Bareas (Brequires 1 -hour) OSSC Chapter 7 Fire d Smoke Protection Features: m Retail Areas- K4 Occupancy, 5B Construction (Table 602) oExterior Walls < 5ftfire separate distance = 2-hourrating required ` • Apply toboth W4and Bareas (Brequires 1 -hour) P" " R 0" " J E" 0 C "' T r,&Ky r 1 r R"' Eu` T(O.) r 0 w " k% '' f PERMIT NO: THE BOW RACK 541.746.9711 DBA: THE BOW RACK DESIGNER ROBERT CORYELL DESIGNS ROBERT CORYELL 3460 SUE ANN COURT SPRINGFIELD OR. 97477 ENGINEER RIVERS EDGE ENGINEERING 80810 Davisson Road Creswell, OR 97426 ELECTRICIAN L.R. BRABHAM INC 68 WEST Q STREET SPRINGFIELD, OR. 97477 541-747-6638 - X303 iml wl-r, 1000, F -*-;r Mil( R y��Y�1�� ^�.��v�"� 1-1.0 PROJECT INFORMATION ARCHITECTURAL A -1.0 FIRE LIFE AND SAFETY, REVISED FLOOR PLANS, FRAMING DETAILS A -2.0 ROOF FRAMING AND FOUNDATION A -3.0 ELEVATIONS AND SECTIONS A -4.0 EXISTING FLOOR AND ELEVATIONS PARKING REQUIREMENTS POD UNITS -5 (OFFICES, LOBBY Ar11D COMMON AREAS) 11 - TOTAL SPOTS REQUIRED (50%- REDUCTION) = 5.5 4 SPACES TOTAL (1- ADA SPACE) BICYCLE PARKINd fficaRoi R! SO] 160A M 1101 116S Nri P.3 ilk ffil 01 a SUM 0 lems I TABLE I REQUIRED STRUCTURAL SPECIAL INSPECTIONS pv\CE. INSPECTION SERVICE TECH AREA AND IBC CODE CODE orSTANDARD FREQUENCY SYSTEM or MATERIAL REMARKS (REVISED ) REFEREN REFERENCE 4uo.DSQ. FT. AREA - --_~- CE 5GPACE8 ADA (VAN PARKING) Periodic 07.26.23 P�F-V15F-p 08.08.23 REVISION CONCRETE r1F-V15F-P TREE SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, EXISTING PARKING HOLE DIMENSIONS, COMPLIANCE WITH DRILL INSPECTION OF ANCHORS 1909.1 ACI 318: 10 YEAR TRAVEL ZONE BIT REQUIREMENTS, CLEANLINESS OF THE INSTALLED IN TABLE FLOW TO WELLHEAD X HOLE AND ANCHOR, ADHESIVE EXPIRATION HARDENED CONCRETE 117053 5 YEAR TRAVEL ZONE DATE, ANCHORIADHESIVE INSTALLATION, FLOW TO WELLHEAD EXISTING ANCHOR EMBEDMENT, AND TIGHTENING TREE TORQUE OSSC Chapter 10 - Means of * Ceiling Height (Section 1003.2) o Minimum 7'-6" o 10'-6 Provided * Floor Surface (Section I003.4) o Slip resistant floor surface required per note 6,sheet Z. o Concrete floor with non -slip sealer * Occupant Load (Section 1OO4) oBusiness Areas '25O5F/Occupant = 5O6OSF/lSOSF/Oco=34Occupants oMercantile Areas -6OSF/Occupant = 252OSF/8OSF/Occ=42Occupants o Total Occupant Load -76Occupants * Means ofEgress Sizing (Section 1005) o Stairway egress sizing required (1OO5.3.I) - NA oOther areas -required capacity based onoccupant load (1OO5.3) = O.2inch per occupant * O.2x78=15.2inches * Egress sizing controlled bycomponent * Number ofExits and Exit Access Doorways (Section 1OO6) oTable 1OO5.2.l-Spaces with One Exit orExit Access Doorway o Occupancy B/M,OLx3[lWithout Sprinkler System - Maximum Occupant Load ofSpace m 49 occupants = Maximum Common Path ofEgress Travel Distance m 75 feet * Exit and Exit Access Doorway Configuration (Section 10O7) o One exit required, per 1006.2.1. * Means ofIllumination (Section lOO8) o Means of egress illumination level shall not be less than 1foot-candle at the walking surface (1008.2.1) - Illumination and lighting plan to be adeferred submittal * Doors, Gates, and Turnstiles (Section lO1O) o Size ofdoors (1O1U.1.I) - 32inch < door width <48inch * 36inches provided - Height ofdoor openings shall not beless than 80inches * 8Oinches provided n Direction ofSwing (101O.l.Z.I) - OL<5O,inward swing adequate o Door opening force shall not exceed 5 pounds (Section I010.I.3) • Floor elevation (lO1O.1.5) = Floor elevation oneach side ofthe egress door shall be equivalent o Thresholds (1010.1.7) = Threshold shall not exceed Y2" � 8"orless noted onplans � Raised thresholds shall bebeveled and not exceed 5O96slope TOTAL SQUARE FOOTAGE PROPOSED SIZE� BUILDING SIZE (EXISTING) e.141.0 S]. F[ (REVISED) 7.5e1.0 SQ. FT. REVISED AREA- EXISTING FENCE pv\CE. - SERVICE TECH AREA AND - RETAIL FLOOR SPACE 2.282.0 SQ. FT. ARCHERY RANGE (EXISTING) 3.650.0SQ. FT. (REVISED ) 4.048.0 8C>. FT. BATHROOMS &OFFICE 4uo.DSQ. FT. AREA - --_~- RELOCATING SPOTS 5GPACE8 ADA (VAN PARKING) 1SFwCE ------ THE buw ru"NUK, LEG%E1&\J1Ur=% - 1.INCREASE ARE USED FOR RETAIL AND SALES, APPROXIMATELY 1280 SQUARE FEET, 2. NEW OFFICE AREA FOR RETAIL AND SHIPPING, 3. |yJCRE/\SE[) TARGET SHOOTING AREA, /\pRC8X. 1750 SQ. FT. 4. TARGET AREAS WILL BECOME A24 HOUR "BY MEMBERSHIP" SHOOTING AREA, 5. NEW BATHROOM ADDITION FOR 24HRAREAS' 6. REMODEL AND INCREASE SIZE OF STRUCTURE OF 2700± SQ.FT. STORM WATER TREATMENT EXiST|NG, ORIGINALLY DESIGNED AND ADEQUATE FOR INCREASED AREA. 7. THE NEW ADDITION WILL HAVE AN AREA FOR THE GARBAGE DUK8PSTER. WITH ACCESS FROM PARKING, THIS SPACE WILL HAVE A DRAIN THAT IS CONNECTED TC)WASTE WATER. 8. THE FRONT ENTRY COVER WILL BE TOHoUSE NEW VIEWING AREA OF THE HISTORICAL DISPLAY CASES, Chapter 11 - Accessibility: � Accessible Parking Spaces oTotal parking spaces provided <25 0 Required Accessible parkingspaoes- 1 OSSC Chapter 29 - Plumbing * W1ininnurn Number of Required Plumbing Fixtures (Table 2902.1) o Occupancy -Retai| 42Occupant Load = Water Closets -1per 5OOoccupants * 1required, 1 provided (existing) ° Lavatories -Iper 750occupants * 1requinad, l provided (existing) - Separate facilities not required per 2802.2,exception 3. oOccupancy B - Business- 34Occupant Load � Water Closets -2per 25for the first 5Oand lper SUfor the remainder exceeding 50 * 2 required, 2 provided (existing) � Lavatories -1per4Ufor the firstOOand 1per8Oforthe remainder exceeding 80 * 1required, 1 provided (existing) = Separate facilities not required per 2902.2, exception 4. 0OXE1 MAIL�� / / / ` | HR ENTRANCE NEW WALL LINE CONCRETE STOOP LEVEL W1 EXISTING msP*��Tm/m�n�ospr*4�xmr / T'r �� B �� \ LONGTERM B|CYCLE--~-`_ WALKING PATHS ToENTRY DOORS ~. / / / NEW WALL LINE EXISTING ELECTRICAL PANEL ---- STORM WATER LEGEND ��--(E) EXISTING FENCE +-C (E) STORM WATER OUTFALL ~m (E) STORM WATER AREA DRAIN =, (E) CURB INLET R GARBAGE (E) CATCH o^mw wFIRE HYDRANT -� kCEMENT EXISTING A GARBAGE (E)OVERHEAD LIGHTING (LIGHT POLE) --_~- 'nFENCE LINES M (E) TRAFFIC SIGN 07.26.23 P�F-V15F-p 08.08.23 REVISION 09.26.23 r1F-V15F-P TREE EXISTING PARKING AREA 10 YEAR TRAVEL ZONE FLOW TO WELLHEAD 5 YEAR TRAVEL ZONE FLOW TO WELLHEAD EXISTING TREE HR ENTRANCE NEW WALL LINE CONCRETE STOOP LEVEL W1 EXISTING msP*��Tm/m�n�ospr*4�xmr / T'r �� B �� \ LONGTERM B|CYCLE--~-`_ WALKING PATHS ToENTRY DOORS ~. / / / NEW WALL LINE EXISTING ELECTRICAL PANEL ---- STORM WATER LEGEND ��--(E) STORM WATER MANHOLE +-C (E) STORM WATER OUTFALL ~m (E) STORM WATER AREA DRAIN =, (E) CURB INLET � (E) CATCH o^mw UTILITY LEGEND TM =_',_ (sWATER VALVE AND WATER LINE 4P_.--(E) SANITARY mVVERLINE -G~�- (E) NORTHWEST NATURAL GAS LINE &vALVe (E) US WEST TELEPHONE LINE (UNDER GROUND) «� wFIRE HYDRANT -� SUB POWER POLE mm (E)OVERHEAD LIGHTING (LIGHT POLE) --_~- 'nFENCE LINES M (E) TRAFFIC SIGN 07.26.23 FA (E) ELECTRICAL CLEAN I I (D ELECTRIC RISER AND POWER LINE (UNDER G UND" (E) CATV RISFR ANDrV CABLE (UNDER GROUND) �.General Requirements TREE OUT 1.1. Governing Codes and Standards EXISTING""3- (E) WATERMETER| 1.1.1. All codes and standards listed herein are as referenced and ASPHALT /W PROPOSED WATER METER amended bythe local authority having jurisdiction: PROPOSED ELECTRIC RISER LU 2O18Oregon Specialty Structural Code' -PROPOSED SANITARY LINE > PROPOSED CLEAN OUT 1.2.2 LLJ PROPOSED STORM DRAIN LINE Statement of Special Inspection 0 051 -PROPOSED WATERLINE 1.2.1. The owner shall employ anindependent approved testing agency bo oversee and inspect the following portions ofstructural workVALVE Z -&�PROPOSED ELECTRICAL LINE requiring special inspection. 1.3. Loads and Design Criteria 0 1.3.1. General SIGN X Risk U / / DISPLAY CASE Occupenuy:B/M IACCESS Construction Type: Typm5B c�1 POWER POLE --72. EXISTING Occupancy Load: 7SSTREET TR..... r ESJAEXISTING ELECTRICAL SERVICE 1.3.2. Snow Loads -25paf(Ground) FIRE HYD. APROX. 120"AWAY TO EASTPARKING rp EXISTING 1.3.3. Live Loads - '-' E SIDE WALK 35± EX1Stff4'G =4C Roof Live Load: 2Opaf F�IHTE SIDE WALK 1.3.4. Wind Design Data REVISED 09,26.23 WELLHEAD PROTECTION, CONSTRUCTION NOTES Basic Oeo|0n Wind Speed - 120 mph (88 mph ASD) �~� ��~�~�� F�iok��ategory'|| �� @ �� ^ "'"=PL�''="°==are �Prohibited: � The contractor a''"all ""°"^""""^==a='"q°'="=provide ' the owners engineer with copies muuSafor all chemical proposed for use on-site pnnrmuseor Wind Exposure ' BG AT FRONT OF ' delivery to the property. Based on these SD0'a the engineer will determine if the chemical is approved Internal Pressure Coefficient -0.18 BUILDING, ON NEW for the use nnthe site (i.e..whether ornot the product contains DNAPL'e) The engineer may contact Components and Cladding 'NA CONCRETE PAD AND 3 the SUB Drinking Water Source Protection Coordinator (541)-744-3745 with any questions about BICYCLE RACKS, HOOP STYLE evaluating product for DNAPL'a 2. Any chemical spill or leaks must be cleaned up immediately and |ean-up materials deposited 1.3.5. Seismic Loads SITE PLAN yNo1n Latara| Fo�e ReaiaUng 8ymtem - UAh�f�/med weUa LLI off-site and in accordance with Lane County and DEQ requirements. In every case, care shall be Z' taken to prevent groundwater contamination. sheathed w/ wood structural panels ' R = 6.5. Ca = 0.8888 8eiarnioLoadAna|yoiaperA8C)E�'1O(��2.�- � /�&�»' �w��n� \J L/E THE RETAIL -~ ~' UJ i ndU~^'~^^~~^~~^^*storage,�and useContractors/developers sha~~responsible ~^ chemicals,~^�' the safe LOCATED ng and storage of petroleum products, '` ' ~ ' ~ NORTH AREA. SEE FLOOR PLAN FOR Z'>, groundwater and storm water runoff contamination. Chemicals used during construction, include paint Equivalent Lateral Force Procedure LOCATIONS OF LONG TERM N 0 and cleaning materials/ waste, must not enter the soil or be washed into the storm water system. All Site Class: O |E 1.0 8oimmnio Design BIKE PARKING -1, Chemicals should be stored in adequate secondary containment. uj,4. Equipment, maintenance and refueling: Precautions must be taken to prevent fluid-containing Category: O Risk Category: U > equipment located outside from leaking, including providing a detected area for refueling and Sl: 0.3839 Smf 0.736 @oI: 0400 If maintenance of equipment. This area should be S" 0.6688 8ms:U�46 SIDS: 0.564 leaks from migrating tothe ��ura�rmvwa�rd ` system. Nm�mmo�ha�oon�inmghaz�douoma�n��oh�beuaodon�� /-/~�k| ~r7^��7 TO \/E��|��\/ �J | �7|k�L��|��|/�7k|�� |/'�� -~y-) /-��7��|K]�� & /-/'�k]/c�1'��| k' -11/~7k] \ �' ' 02.19.23 REVISION 07.26.23 P�F-V15F-p 08.08.23 REVISION 09.26.23 r1F-V15F-P