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Plans (13) BUP2020 -00214 OFFICE COP', f RECEIVE` SEP 2 8 2020 CITY OF TIUHHO j BUILDING DIVISION I' \ , I OFFICE COPY CITY OF TICARD„ ' REVIE D FOR CODE COMPLIANCE Approved ) A OTC.• Permit #;1 Address: 7 3- i r Suit #• 13r. Date: I t A P AI VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION \ / / i \ \� llllll I DOCUMENTS AND OTHER i DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION � I % OF ERRORS. OSSC 105.4 , OFFICE COPY s Codes Sheet . . City Codes and Regulations City codes and regulations SHEET PLAN CONSTRUCTION SHALL APPLY TO ALL UNIFORM BUILDING CODES LATEST Bldg. type 3 non sprinkled 3 story building X 01 Demo Plans ADDITION AND ALL MODIFIED OR ADOPTED PROVISIONStenant 1300 sf A 01 Site Plan / Floor Plan A 02 Construction Plan Code: Occupancy Business Group B A 03 Electrical / Lighting Plan 2019 Oregon Structural Specialty Code Existing building area @ 1300 SF 2019 Oregon Electrical Specialty code New Building area @ 1300 SF 2019 Oregon Mechanical Specialty code Office Space @ 990 SF/ 1:100 Max Occ. - 10 R A N Conference Space @ 195 SF / 1:15 Max Occ. - 13 Kitchen Break Room @ 115 SF / 1:100 Max Occ. - 2 Zone: TOTAL OCCUPANCY = 25 Scope of work: F I N H N C i FH K U U P Plan Contact: Tenant improvement for existing financial office space; To include demo of Shelter NW i existing non bearing interior walls, construction of new interior non bearing walls, and 4670 SW Pacific Ave., Beaverton, OR 97005 new interior floor plan . RANGE FINANCIAL GROUP Todd Conger P 971 998 8186 todd@shelternw.com Tenant: 7307 SW Beveland St. # 110 TODD FANKHOUSER Tigard OR 97223 todd@rangefinancialgroup.com i P 503 482 4400 P 503 482 4400 7307 SW Beveland St. #110, Tigard, OR. 97223 RANGE FINANCIAL GROUP RANGE FINANCIAL GROUP cV Todd FankHouser o O 7307 SW Beveland St. #110 Tigard, OR 97223 O Construction Plans P 503 482 4400 N Concrete stem wall 46'-6" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I " 10'-9" 10'-9" 14'-9" 24'-1 8'-11" -- ---------- --- ----------------------- ------------- -------- I _ d d o d d d e d e d e d d 4 .4 d d 4 d d d 9'-5" d a .._a o , d d d `^ C� / c d d r c d d d d d d d If 44 d ;. Removal of 9'6"tall nonbearing dividing wall I A 4 d d d d 4dd d Typical 2x4 @ 16" o.c. with 9YP Board / d d o d d d d d 4 o d d d V p p p 4 p O p p p O d d c d d d d d o d d d d O C e p d d d d - d d d d d d d Removal of 9'6"tall nonbearing dividing wall Typical 2x4 @ 16" o.c. with gyp. Board o 0 o e e o 0 o e e e o a o 0 0 0 `d d 'I„ d d d d d d d d d d d 'd d d d d d d d d d d C d d I '4 d I` d d d c 4 d , d o 4 d d d d d d d d d d d d C o d d - d 4 p p 4 C C V " o ° Structural'steet post to remain - 4 o d l� d ,. d o d o 4 o d d d 4 4 e d o d d 4 G d d d d . d C :. d .4 , a . d o d 11 -/" ' I `d o d l_ d , d e , d e d , d d - d ,.A 4 d „� 4 d d d d d d 4 d v d d d d d v o 0 0 0 0 d d I d d 4 4 4 4 4 d o d o d d d -° C ° C ° C • p ° p ° C e C ° C _ ° O ° p •. ° e O ° p ° ° °.. ° ° ° ° C ° ° ° ° ° ° ° C ` u to o e o Q -. Q " " " - Q o -. -. Q o a Q o Q a v a " o ` u -• -• u ` a 1 IIIIIIIIIIIIII 46'-2" a*�,1iI',,a._.._.-�.!1; - -. �- _ � � < 9'-11" __ _____ ��\� ' .. - I -- =_"aoa`"`"`o`_,..`.a-.4dd4d:�"�•°!I'-�4pp�°°°p°°pppCpaooeaoaooeeooQeo "-"`"``a�a-`""_"ddd dd:•.° dd44 4 d a d dd.° d `da4 d 4 .4 d d a4 °°°4VppOppOpp°°cee°aeeeoo0eoooo d 4C4pp°pC°apC°eppeoo,,aAQ°Aoo;eoPe dCC4 Exterior Concrete stem wall 4 d d d d d d d d d d d d d d d d 4 d d d d d 1300 SF OFFICE SPACE ! ° °• °OCO°pVC°p4V_Oo_.` Existing finished .concrete�f l oor to remain. EXISTING e mai n. EXISTING TENANT TO REMAIN JUST RECONFIGURING SPACE -Walls to be removed are all non bearing w alls. d d d d d d d d d d d d d d d d d d d d d d d d 41 36'-4" 'd d d d d 4 d d G 4 d d d 4 d d e 4 4 d 04THER T�NANaSPACES d d d d d d d d d d 4 d 4 d d d d d d d d demo wall structure d d d d d d d d d d d d d d d d d d d d d d 4 d d d Existing Walls d d d d d d d d d d d d d 4 d d d 4 4 d d d 4 4 d d d d d d d Gd d d 4 d d d d d d d d d 4 4 d 4 d d 4 d d d d d d d d d dd d d 4 d d d 4 G d d d 4 4 d d • d d d d d4 d dd d d d d d a ddd dd d dd Gd d d 9'-7" 4 d d 4 d d 4 d d d 4 d d d d d d d d d d d d 4 d d d 4 d d d 4 d d d d 4 d d d Raof tl4nonbearing dividing wall pical 2x4 @ 1fi'o.c. with gyp. Board dd d C dd d 4 d d d d dd d d d d d d . 4 d d d d d d d d 4 d d d d d d 4 dd d d d c c d N d d d d d d d d d d d d d d d d d d d d AP-- ----- -_ ------ -t a d d G 4 d Ci ,I rG d G A 4 .4 4 4 4 4 4 d d d d d d d d 4 d d d d d d d d dd d d d d d I RANGE FINANCIAL GROUP X Interior Demo Plan d d d d d d d d 4 d dd d d 21'-10" ° ° 7307 SW Beveland St. # 1 10 " " " " d d d d d 4 C d d d d d d d d Tigard , OR 97223- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d d P 503 482 4400 d d 4 , d d 4 d d d d d d d s d d d d d RANGE FINANCIAL GROUP RANGE FINANCIAL GROUP CD FankHouser 7307 SW Beveland St. #110 ON Tigard, OR 97223 Construction Plans P 503 482 4400 46'-6" 8'-11" 117 47 Parking Spots KITCHEN BREAK AREA 12`-10" OFFICE SPACE 1:100/115 SF 1:100/990 Sr MAX OCC. 2 MAX OCC. 10 TFq oo I/ZZZ.ZZZZZ/,-/z 33'-0" 46'-6' TOTAL AREA: 1300 SQ. FT. MAX OCC. 25 i 2 FLOOR PLAN 46'-2 CONFERENCE I5'-7" ROOM \ _ 1:15/195 SF _ MAX OCC. 13 Area of Work j LEASED SPACE: Q 1300 SQ. FT. _ 04 40 7307 SW Beveland Street S� GENERAL NOTES ee�e/an astree CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, ARRANGE FOR REQUIRED INSPRECTIONS AND SECURE ` APPROVALS FROM PROPER AUTHORITIES. CONTRACTOR TO EXAMINE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST DRAWINGS AND INFORM SELF OF CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING PROPOSAL. NO ALLOWANCE WILL BE MADE FOR EXTRA EXPENSE ON ACCOUNT OF ERROR. T EGRESS ILLUMINATION TO BE NOT LESS THEN 1 FOOT CANDLE POWER AT WALKING SURFACE. PROVIDED WITH BATTERY BACK-UP. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. ILLUMINATION SHALL BE CONNECTED TO EMERGENCY POWER 1106.1 parking for accessibility& Table 1106.1 SUPPLY W/STORAGE BATTERIES. NPer the table, 47 parking spaces requires a total of 2 accessible parking spaces, with 1 identified as van EXIT TRAVEL DISTANCE NOT TO EXCEED 75 FT. accessible. 21'-10" 1 EXITS PROVIDED. DOUBLE-DOOR 72" FRONT ENTRANCE/EXIT PROVIDED. MINIMUM AISLE WIDTH TO BE 42" FOR LEVEL AISLE HAVING SEATING ON BOTH SIDES 1 SITE PLAN Al RANGE FINANCIAL GROUP RANGE FINANCIAL GROUP Todd FankHouser N Won 7307 SW Beveland St. #110 N O Tigard, OR 97223 Q Construction Plans P 503 482 4400 GENERALNOTES46'-6„ 15'-4" MAIN EXTERIOR DOOR TO BE EQUIPPED WITH KEY OPERATED LOCKING DEVICE FROM EGRESS SIDE. LOCKING DEVICE Q AD XA HANDLE NON LOCKING GLASS DOOR WITH 24" PULL IS DISTINGUISHABLE AS LOCKED (EXISTING) AD - POST SIGN "THIS DOOR TO REMAIN UNLOCKED WHIEN BUILDING IS OCCUPIED" LETTERS TO BE 1" HIGH WITH CONTRASTING BACKGROUND. Q 2X 3'-0" X 92" 3/8"GLASS SLIDING DOORS " WITH 24" PULL ADA HANDLES NON LOCKING ! - EXIT TRAVEL DISTANCE NOT TO EXCEED 200 FT. - - WORK AND MATERIALS SHALL BE IN FULL ACCORD WITH THE REQUIREMENTS OF THE CURRENT BUILDING CODES. THE — ' . ' . ' — ' — I 3'-0. STANDARD MECHANICAL CODE, ELECTRICAL CODE, NATIONAL FIRE PROTECTION ASSOCIATION AND ANY APPLICABLE J 17 STATE LAWS OR REGULATIONS. NOTHING IN DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK O WALL TO BE 2X4 WOOD @ 16" OC W/GYP. 6' 4 5'-10"� NOT CONFORMING TO THESE CODES. BOARD, TEXTURE, PRIMED, PAINTED PRINTER C4, ETS AND SHELVES -CONTRACTOR TO OBTAIN ALL PERMITS BEFORE WORK TO BE STATED. ARRANGE FOR INSPECTIONS AND SECURE OB WALL TO BE 2X4 WOOD @ 16 OC W/3/8" APPROVALS FROM PROPER AUTHORITIES. PLYWOOD ONE SIDE /5/8" GYP BOARD ONE REFRIGERATOR KITCHEN/BREAK 9'-10" CONTRACTOR TO EXAMINE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST DRAWINGS AND INFORM SELF OF SIDE ROOM " CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING PROPOSAL. THE CONTRACTOR SHALL NOTIFY SPACE DIVIDERS OFFICE/ PRINTER ROOM FOOD FACILITY PLANNING OF ANY DISCREPANCIES. NO ALLOWANCE WILL BE MADE FOR EXTRA EXPENSE ON ACCOUNT 3'-0" 13'-0" OF ERROR. OFFICE - DO NOT SCALE FROM PRINTS EXISTING STRUCTURAL 17-9" SUPPORT POST - ALL BUILDING SHELL ELEMENTS ARE EXISTING UNDER PREVIOUSLY APPROVED BUILDING PERMITS. THE EXISTING 10'-10" BUILDING WAS DESIGNED TO CARRY THE LOADS OF EXISTING MECHANICAL EQUIPMENT, SUSPENDED CEILING, LIGHT FIXTURES AND INSULATION. t +- t +- r t + - ALL NEW INTERIOR WALLS ARE NON BEARING. -ALL NEW INTERIOR WALLS TO BE 2X4 WOOD @ 16" OC, W/5/8" GYP BRD. TYP X FIRE RATED, TEXTURE, PRIMED AND 3'-5" HVAC ROOMr PAINTED. 2'-2" L � 3'-2 - � + DIVIDING WALL TO BE 2X4 WOOD @ 16"OC, W/5/8 GYP. Board Height: 9'6" 4'-4" 0„ SINK Existing stem wall 12'-7" 9'-3^ Existing Walls A I MICROWAVE DISHWASHER 5" _ NEW WALL construction _ EXIT TO SHARED HALLWAY AND UTILITIES 6'-0"� ® Exit signs/ w Emergency egress lightini �- #8 X 1-1/2" WAFERHEAD MEDIA UNIT SCREW THRU SLOTTED HOLE 4'-0" 3/8"Glazed Glass Partitions 7'-2" EACH SIDE OF EACH STUD --- fes— � By Cubicles.com I CEILING PLYWOOD 1'-0" 46'-2" I CONSTRUCTION I i SLOTTED TOP TRACK ` I 114-x2 1/2"SDS SCREW i @ 16"OC (24"MAX.) I5' 7" ! 6'-0" 16'-0" EXIT TO SHARED BATHROOMS AND HALLWAY I 16"I JOIST I AT 12"O.C. 5/8" GYP. BOARD t I O DRINK STATION KEGERATOR DRINK COOLER 28'-0" I CONFERENCE ROOM I I FRAMING AT 16" O.C. ! 6'-0"�' I W/ P 2X4 WOOD STUDS Q 8'-2" I 1 1/4" Drywall Screw typ. v rtically screwed @ 7" O.C. L _ I b 101-111, I � 12'-7" 2X4 WO D @ 16"OC W/ 5/8" tt t GYP. Bo4rd/ DO NOT ATTACH GYP BOARD AT TOP TRACK I 9,-7„ COUCH + I OTTOMAN I ' I 3'-5„ 12'-4" - B T- 1 3'-0" I WALL DETAIL B 6 5 I 2x4 PRESSURE TREATED 3/8" = 1' 6'-0" 6'-0„ RECEPTION ! : � CONCRETE SLAB 4 N W-6" 1 CONSTRUCTION P ' 2 TYP. WALL SECTION A2 3/8" - 1' 21'-10" A2 3/4„ = V RANGE FINANCIAL GROUP RANGE FINANCIAL GROUP Todd FankHouser N N 7307 SW Beveland St. #110 N O Tigard, OR 97223 o Q Construction Plans P 503 482 4400 ELECTRICAL B• 37'-2" 21'-10" 15'-4" PRINTER r� Wall Receptacle, Duplex, Mounted @ 18"from floor unless otherwise noted - __- -1I -_' D :0 Wall Receptacle, Duplex, Dedicated _� 6'-6" 3'-10" 171 4 * Wall Receptacle, Quad j REFRIGERATOR Data Jack _j — - 13'-2" 8 - 8' 0" 13'-0" 4'-011 GENERAL NOTES 17'-9„ - Do not scale Drawings -All dimensions taken from inside face of finish walls - - 16'-0" -All case close-offs by general contractor unless Y� otherwise specified. i LIGHTING SCHEDULE 1, I 6'-0" L Dishwasher • Recessed Downlight Can 20W LED 12 -7" 6'-3" Mount @ 516"for Microwave i • Pendant Light(Concrete), - 20W LED. *Mount at 78"from floor to bottom of pendant TV RECEPTACLE MOUNT @ 6'HIGH Halo Track Lighting/Black Track QUAD MOU VT @ 3'HIGH 10W LED Fixtures Mounted every 2'OC4'-3" 4'-7" 4'-3" 4'-10 i I I I i , _1 5'-0„ I 15'-7" I L 8'-0" J i • 1- '1 C 5'-0" 1 8'-3" � • 5,_0„ r r 12'-4" t 12'-6" t ount @ 6'High for LED lighting behind ' 3' 10' Interior signage -_ - • • 5'4' � 5'-0" 3'1 3'-2" V-8" MOUNT @ 36"HIGH A l + -----Apr------- --J 1'-8 i 9'-7" " 1 ELECTR MOUNT @ 36-HIGH A3 3/8" = 1' RANGE FINANCIAL GROUP RANGE FINANCIAL GROUP Todd FankHouser N M 7307 SW Beveland St. #110 CN o O Tigard, OR 97223 Q Construction Plans P 503 482 4400 0�