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Plans (4) GENERAL NOTES: 1 (•••• THESE NOTES SHALL THE THE DRAWINGS SHALLSGOV RNEOVER TIH NOTES IN ALRL MATT ROS SP C CODE INFO (2010 OSSC) IFICALLY ND FRAMING NOTES: SHEET INDEX RECEIiVED STATED. VERIFY DIMENSIONS AND EXISTING CONDITIONS, AND NOTIFY ARCHITECT 1. ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4 X 12 OR ENGINEER OF DISCREPANCIES BEFORE PROCEEDING. THE CONTRACTOR IS HEADERS UNLESS OTHERWISE INDICATED. IF BUILDING BUILT WITH 88}" IN. BUILDING INFORMATION EXISTING PROPOSED JAN 2 7 2014 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOBSITE, AND FOR TEMPORARY SUPPORT STUDS USE 4 X 8 HEADERS UNLESS OTHERWISE NOTED ON THE PLAN. AO Cover Sheet & General Info . OF THE BUILDING PRIOR TO THE COMPLETION OF THE VERTICAL AND LATERAL LOAD (*) �ITYOFTIGARD • BUILDING AREA: 13,020 SF ( ) SYSTEMS. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. ALL EXTERIOR WALLS TO BE BUILT OF 2 X 6 STUDS @ 16" O.C. TYPICALLY INTERIOR STORAGE ROOMS: 702 SF Al Floor P I C n Sections and Details G DIVISION 1)."Art WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE TO BE BUILT OF 2 X 4 OCCUPANCY GROUP: S-1 S-1 Kevin M. Godwin DIMENSIONS. DO NOT SCALE THE DRAWINGS. STUDS @ 16" O.C. TYPICALLY UNLESS NOTED OTHERWISE. ALL INTERIOR MODERATE MODERATE 260 N.W. Sundown Way WALLS SUPPORTING TWO OR MORE FLOORS AND 1 OR MORE ROOF/CEILING HAZARD HAZARD Portland, OR 97229 THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO ASSEMBLIES SHALL BE 2 X 6 STUDS @ 16" O.C. FOUNDATION CRIPPLE WALLS (503) 201-0725 NOTIFY THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE CONSTRUCTION TYPE: V-B V-B START OF CONSTRUCTION. OWNER/CONTRACTOR SHALL VERIFY WITH SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. kmgdesigns @comcast.net LOCAL BLDG. DEPT. WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN. WHEN EXCEEDING 4'-0" IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS (*) NEW PARTITIONS ARE CONSTRUCTED WITH IN THE EXISTING BUILDING PERIMETER These plans are for the construction of N TAcims One 1/building only, and are not to be HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY UNLESS SPECIFIED copie in any way without the express TABLE 503 2010 OSSC TYPE -VB: written permission of Kevin an M. Godwin. OTHERWISE. The contractor is to check and verify DESIGN LOADS: BASIC ALLOWABLE AREA : 14,000 SF (S 1) all dimensions on the plans and any existing conditions that are specified BASIC ROOF LIVE LOAD = 25 PSF UNIFORM W/ 15% WOOD STRESS INCREASE 3. ALL METAL CONNECTORS TO BE "SIMPSON" OR EQUIVALENT. U.N.O. JOISTS SPRINKLERED: YES CITY F T I AR D omissions n the plans. Report any prior or WIND LOAD = 105 MPH 3 SECOND GUST EXPOSURE B SEISMIC PER IBC tteart of any congstuctioor to the FOOTING DESIGN BASED ON 1500 PSF SOIL BEARING PRESSURE ASSUMED HUNG ON FLUSH BEAMS TO BE ATTACHED WITH U210 OR EQUIVALENT. MAXIMUM ALLOWABLE STORIES: 3 STORY 1 STORY BUILDING DEPARTMENT AND PERMITTING Written dimensions shall always have MULTIPLE JOISTS USE U210-2/U210-3 AS REQUIRED. USE OF 10d X 1-1/2" NAILS ALLOWABLE HEIGHT (50 FEET) : 30 FEET 30 FEET 3�25 SW HALL BLVD. precedence over scaled dimensions. FOUNDATIONS: ARE ALLOWED WITH THESE TYPE OF HANGERS UNLESS NOTED ON THE PLANS. TABLE 601 TIGARD, OREGON D. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR PROPERLY COMPACTED SEE NAIL CONVERSION CHART FROM CURRENT SIMPSON CATALOG FOR OTHER OCCUPANCY AREA SEPARATIONS : NONE (S-1) NONE (S-1) TIGARD, OREGON CITY Or TIGARD ENGINEERED FILL PLACED OVER PROPERLY PREPARED SUBGRADES. NOTES AND RESTRICTIONS THAT MAY APPLY. STRUCTURAL FRAME 0 HRS Approved by Planning EXTERIOR BEARING WALLS 0 HRS Date: I - -I H r DO NOT EXCAVATE CLOSER THE 1 1/2 TO 1 SLOPE BELOW BOTTOM OF FOOTINGS. 4. PROVIDE DOUBLE JOISTS UNDER ALL WALLS ABOVE, RUNNING PARALLEL TO INTERIOR BEARING WALLS 0 HRS OWNER ° BACKFILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS AND SLABS JOISTS AND SOLED BLOCKING BELOW ALL BEARING WALLS RUNNING INTERIOR BEARING WALLS 0 HRS Initials: A-ti 0 WITH MATERIAL SUITABLE FOR COMPACTION. PERPENDICULAR TO FLOOR JOISTS. o NON-BEARING WALLS & PARTITIONS (INTERIOR) 0 HRS RYAN REED CO COMPACT TO DENSITY OF 95% OF STANDARD PROCTOR DENSITY (AASHTO T-180). FLOOR CONSTRUCTION 0 HRS PERFORMANCE INSULATION + ENERGY, INC. CO 5. PROVIDE POSITIVE VENTILATION AT EACH END OF EACH RAFTER SPACE AT ROOF CONSTRUCTION 0 HRS PROVIDE 6 INCH MINIMUM THICKNESS COMPACTED GRANULAR 12700 SW HALL BLVD. SUITE 'F' a) BASE UNDER CONCRETE SLAB ON GRADE AND INCREASE WHERE NOTED. VAULTED CLG AREAS, AND INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. RAFTER VENTILATION IS ALSO REQUIRED AT BLOCKING LOCATIONS TABLE 1004.1.1 TIGARD, OREGON 97223 U In CONCRETE: ABOVE THE PLATE. FLOOR AREA ALLOWANCES PER OCCUPANT 13,020 sf/ 500 = 26.04 OCCUPANTS 503-707-6078 Z d) TABLE 1015 ryanr @performinsulation.com _ CD THE ACI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS 6. PROVIDE FIRE BLOCKING, DRAFT STOPS, & FIRE STOPS AS PER OREGON REQUIRED EXITS 26.04< 29 = 1 EXIT ONE in ACI-301 SHALL BE FOLLOWED FOR ALL ITEMS NOT SPECIFICALLY COVERED ON THE DWELLING SPECIALTY CODE SEC. R602.8 REQUIRED DRAWINGS AND SPECIFICATIONS. W 7. HIPS, VALLEY'S AND RIDGES SHALL NOT BE LESS IN DEPTH THAN THE END TABLE 1016.1 S-1 (SPRINKLER) 197-6" EXISTING BLDG. 0 CO MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE: CUT OF THE RAFTER. EXIT TRAVEL DISTANCE 200 FEET MAX INCLD. NEW ROOMS — N 2500 PSI FOR FOOTINGS ■ 3000 PSI FOR WALLS, SLABS AND OTHER CONCRETE TABLE 1017.1 • 8. UNLESS NOTED OTHERWISE, POST TO BEAM CONNECTIONS REQUIRE MAXIMUM SLUMP SHALL BE 4 INCHES SIMPSON" BC SERIES CAP/BASE OR APPROVED EQUAL) CONNECTORS. CORRIDOR FIRE-RESISTANCE RATING S-1 (SPRINKLER) 0 HRS REQUIRED W MINIMUM 5 SACKS CEMENT PER YARD FOR SLABS ON GRADE. EXTERIOR APPLICATIONS REQUIRE "SIMPSON" EPB SERIES BASES AND CONCRETE EXPOSED TO FREEZE/THAW CYCLE SHALL HAVE 5% ENTRAINED AIR. INTERIOR GARAGE POSTS REQUIRE "SIMPSON" CB SERIES BASES. 0 (1) ° 0) SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO LOCAL CODE AND SHALL HAVE ' . I > TOOLED JOINTS AT 5 FEET MAXIMUM, WITH 1/2 INCH PREMOLDED EXPANSION JOINTS AT EXISTING 0 L 30 FEET MAXIMUM. DEFERRED SUBMITTALS PER SECTION 106.3.4.2. CONTRACTOR TO EXIT (1! O PROVIDE DESIGN DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY AN o . 1J ` o ® EXISTING AREA USE 0 }0 W CONCRETE REINFORCING STEEL: ENGINEER REGISTERED IN THE STATE OF OREGON TO THE CITY OF TIGARD & THE _ ` ` . t� GROUP S-1 0 C z -a REBAR SHALL CONFORM TO ASTM A-615 GRADE 60. ENGINEER OF RECORD.THE DEFERRED SUBMITTAL ITEMS BELOW SHALL NOT BE 0 • 'j (/ ° r11 W a WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. O ` i F� Ej W cm PLACE AND SECURE ALL BARS PER ACI STANDARDS, AND MAINTAIN INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED o ` . ,a /� + pe SPACING AND CLEARANCE REQUIREMENTS. NEW AREA USE • 3/�} t BY THE CITY OF TIGARD. : ,, �( ~ � Z MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: GROUP S- ) .. ® 797k O CONCRETE EXPOSED TO EARTH OR WEATHER DEFERRED SUBMITTALS : o '' ; &' o Q) O No. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2" ELECTRICAL o > H N MECHANICAL (NOT APPLICABLE) O ` ` . o 0 J +- CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR IN CONTACT WITH GROUND 0 '■ ® m PLUMBING (NOT APPLICABLE) L. W OR IN CONTACT WITH GROUND: �. SLABS, WALLS & JOISTS: FIRE PROTECTION (EXISTING) .. o. NO. 11 BAR BAR OR SMALLER 3/4" T a Z LAP SPLICE ALL CONTINUOUS BARS A MINIMUM OF 40 BAR DIAMETERS, OR AS NOTED ON EXIT TRAVEL DISTANCE IN EXISTING BUILDING — DRAWINGS. DOUBLE BARS IN ALL WALLS AROUND OPENINGS. PROVIDE 2'-0" X 2'-0" OF WALLS BARS ANDOFOOTINGS.DPROVIDE OOTf FOOTING HORIZONTAL BARS AT ALL SIZE AND SPACING TO MATCH AREA OF NEW INTERIOR _E W m VERTICAL BARS IN WALLS AND COLUMNS. PARTITIONS = -I--,• Z co : WOOD < 2 c LUMBER GRADES SHALL BE AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS: GROUP S'1 JOIST, RAFTERS & 4 INCH NOMINAL BEAMS #2 GRADE DOUGLAS FIR (MODERATE - CO n/ POSTS & 6 INCH NOMINAL BEAMS #1 GRADE DOUGLAS FIR LL 2x6 STUDS STD. OR STUD DOUGLAS FIR 4n tia '- GENERAL FRAMING 4x4 & SMALLER STD. OR STUD DOUGLAS FIR " _ . "''° " _ .. °.. - , " a• PLATES @ MISCELLANEOUS #2 GRADE DOUGLAS FIR F�rurgf* l ,4 ff€�Ii It �/ Q BLOCKING & NAILERS #3 GRADE DOUGLAS FIR - L.f_ PLATES & SILLS ON CONCRETE PR. TR. DOUGLAS FIR f7eFttx`I ,L;xi z) N- PROVIDE SOLID BLOCKING FOR JOIST AND RAFTERS AT ALL BEARING WALLS AND r BEAMS. PROVIDE BRIDGING AND FIRESTOPPING AS REQUIRED BY CODE. EXISTING WAREHOUSE A RE H O U S E ROOF, WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 13,020 S F „� ' t'•i'° 1 ORIENTED STRANDBOARD OR EXT-1 CDX PLYWOOD. SEE DRAWINGS FOR PANEL GROUP S- � MODERATE-HAZARD ` Auto Project No INDEX, INSTALLATION, AND NAILING REQUIREMENTS. NAILING INDICATED ON DRAWINGS �t is Fasts a TO BE WITH COMMON NAILS. ; D` Iz- 14- 101 NAIL ALL MEMBERS WITH MINIMUM NAILING TO CONFORM TO TABLE #23-II-B-1 OF THE ( . . n s• Drawn AND INCREASE WHERE INDICATED. FASTENERS AND HANGERS NOTED ON THE raven By: DRAWINGS ARE MODEL NUMBERS OF ”SIMPSON STRONG-TIE COMPANY, INC." AND MAY `.' eTtgM ? S ksft lead e~9fr KMG BE REPLACED WITH EQUIVALENT MODELS BY OTHER COMPANIES HAVING EQUIVALENT ;` f7G WES ■ Rating � tetC fine PROPERTIES AND STRENGTHS. INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE r• MANUFACTURER'S RECOMMENDATIONS WITH NAILING IN ALL AVAILABLE HOLES. ` Mots ttt. Date: CUTTING OR NOTCHING OF BEAMS, JOISTS, RAFTERS AND COLUMNS NOT ALLOWED EXISTING T cn k E e r P a WITHOUT PRIOR APPROVAL. JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT �+ w i 1 - 17-2014 EXCEEDING 15% OF DEPTH DRILLED AT CENTER OF MEMBER. STUDS IN BEARING WAREHOUSE WALLS MAY BE NOTCHED NOT EXCEEDING 25% OF DEPTH AT TOP AND BOTTOM 1/5 OF YY/�1R fl �7 G • HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 1/3 OF MEMBER DEPTH • s DI- CTIT DRILLED AT CENTER AT ANY HEIGHT. , . REVIEWED FOR CODE COMPLIAN MANUF. DESIGNED WOOD TRUSSES/JOISTS: Approve* ice' 0J 0 -3,02.1 q WOOD TRUSSES SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE MANUFACTURER TO il' co PROJECT OTC: RESIST THE LOADS INDICATED IN THE DESIGN LOADS SECTION PLUS ADDITIONAL ` -,DD SUPPORTED LOADS, ACCORDING TO ACCEPTED METHODS AND STRESSES AS APPROVED ,,, ;: LOCATION Permit#: UP-7(=)t -Ono BY ICBO. PROVIDE A MINIMUM OF FOUR SETS OF SHOP DRAWINGS FOR REVIEW AND gi .. m,. �ri..-a ._ �� m.� .:;�. .«�t, ^ " a x ;; n :� . .�-.�_ ,..:,:-: ,:; Address: 2. ii is _ _ SUBMITTAL TO THE BUILDING DEPARTMENT BEFORE FABRICATION. MANUFACTURER Suite • r SHALL INDICATE ALL NECESSARY INFORMATION ON ERECTION AND BRACING TO ' By Dates r1 ., e PROVIDE FOR A SUITABLE INSTALLATION. DRILLED ANCHOR BOLTS: NORTH Approved plans shall be on job site. r i MECHANICAL ANCHORS IN CONCRETE: THREADED ROD PORTION OF ANCHOR SHALL u r CONFORM TO ASTM A307 OR GREATER CAPACITY. INSTALL IN ACCORDANCE ,N WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT SHALL CONFORM TO MANUFACTURERS REQUIREMENTS BUT SHALL NOT BE LESS Z. THEN 4.5 BOLT DIAMETERS WITHOUT PRIOR APPROVAL. WHERE CLOSE TO EDGE OF CONCRETE ORIENT BOLT SO SO WITHOUT PRIOR APPROVAL. WHERE CLOSE TO EDGE OF CONC RETE ORI ENT B OLT SO T HAT EXPANSION FORCE DO ES NOT OCCUR T OW ARD PLOT PLAN lir VICINITY MAP ■ ■ 0 'E FREE EDGE. APPROVED PRODUCTS INCLUDE: TI HILT! KWIK-BOLT, RED HEAD WEDGE ANCHOR, USE SUP-R-STUD, AND OTHER PRODUCTS WITH SIMILAR ICBO APPROVED VALUES. OFFICE COPY DOOR SCHEDULE DOOR SIZE DOOR FRAME TYPE LOCATION HARDWARE � WIDTH HEIGHT THICKNESS TYPE RATING MATERIAL GLASS FINISH MATERIAL FINISH EXISTING CORRUGATED METAL BUILDING BUTLER TYPE WITH A SINGLE DOOR 3'Q 7'-0" 1 3/4" STEEL PAINT STEEL PAINT 1( De4Ars. ( ) Kevin M. Godwin STEEL 14 ga. HORZ. Z- CLIPS . AT B DBL. DOOR 6'-0" 7'-0" 1 3/4" STEEL PAINT STEEL PAINT 260 N.W. Sundown Way I I 2'-0" 0/C (HORZ.) TYPICAL ON ALL Portland, OR 97229 WALLS (503) 201-0725 NOTE: kmgdesigns @comcast.net OWNER TO SPECIFY ALL HARDWARE FOR EACH DOOR CONTRACTOR TO VERIFY PRIOR TO ORDERING These lans are for the construction of EXISTING STEEL TRUSSES WITH 10 a. HORZ ATTACH NEW 2x WALLS WITH FLAT One (1 building only, and are not to be g copied in any way without the express written permission of Kevin M. Godwin. CV The contractor is to check and verify Z-WALL CLIPS . AT 7-0" O.C. - TYP. ON ALL FURRING TO EXISTING STEEL all dimensions on the plans and any WALLS a existing conditions that are specified Z-CLIPS WITH SIMPSON in the plans. Report any errors or omissions to the designer ,prior to the QUICK-DRIVE TB1475S SCREWS AT start of any constuction. V INT. INT. Written dimensions shall always have 0 48" OC HORZ. & VERT. 8 12" _ ` o ® 5/8"GYP BRD. EACH SIDE precedence over scaled dimensions. 1 FROM WALL ENDS. WHEN APPLICABLE \\ N IN WOOD HEADER AS REQ'D. W ill, 5/8' 5/8" (SEE FLOOR PLAN) I t ' tS t 1/2" J O e" o�� �� � �� w INT.oN I 2x STUD WALL @ 24" O/C WITH P11! FOR\\ �/ Y2' GYP. PROPER ALIGNMENT o CO ( SIM. 1 III' 'III o • rn CO DOOR AND FRAME AS SPECIFIED 0 In FRAME WIDTH TO MATCH WALL Z CO THICKNESS (4"or 6") Z 1 /O� o cc O SCHEDULE 1 SCHEDULE 1 - .., V SEE DOOR SEE DOOR o E INTERIOR INTERIOR V/ P.T. FLOOR PLATE ATTACHED TO EXISTING T SINGLE DOOR DBL. DOOR W CO FLOOR W/ 3/6' DIA. X 4" LONG HILTI TYPE - A TYPE -B V N KWICK CON II @ 32" O.C. - TYP. AND 12" N FROM WALL ENDS ENLARGED PLAN VIEW - CONNECTION HOLLOW METAL DOOR TYPES - INTERIOR • . n EXISTING FLOOR SLAB TO EXISTING METAL WALL Z-CLIPS 4 FRAME INTERIOR DOOR " = 1' °° w S G O CD O U) � O C z -0 TYPICAL WALL CONNECTION TO w ca cm 3 EXISTING METAL WALL Z-CLIPS z+ si, 1y„ = 1,_0„ LEGEND - FLOOR PLAN 0 O EL + + OX EXISTING BUILDING PERIMETER WALLS - O DOOR NUMBER - SEE DOOR SCHEDULE > Q VERIFY 0 J = NEW 2 x 4 BEARING WALL (WOOD STUDS) @ 16” O EXISTING CONCRETE FLOOR - VERIFY L D CO �,z �� <A O.C. WITH X" TYPE 'X' GYP. BD. ON EACH SIDE 0 EXISTING OPEN AREA (UNHEATED - BUILDING STORAGE) a -� TAPED, SANDED, PRIMED & PAINT READY- FRAME ( ) z FOR A 9'-0" a.f.f CLEAR CEILING HEIGHT. — > © EXISTING BUILDING STRUCTURE W NEW 2 x 4 NON-BEARING WALL (WOOD STUDS) @ 0 m li;' 20' 0" A.F.F. �,y l 24" O.C. WITH X" TYPE 'X' GYP. BD. ON EACH SIDE EXISTING � � TAPED, SANDED, PRIMED & PAINT READY - FRAME }+ z cu FORA 9'-0" a.f.f CLEAR CEILING HEIGHT. Q C N �CC O EXISTING CORRUGATED METAL EXISTING WAREHOUSE " c 0 0 BUILDING (BUTLER TYPE) WITH STEEL 186'-0 x 701-0° = 13,020 SF O wjj TRUSSES AND 14 ga. HORZ. (GROUP S-1 ) Z uJ N Z- CLIPS . AT 2'-0' O/C (HORZ.) © o TYPICAL ON ALL WALLS 830 © 5 r PM ' TRAVEL DISTANCE THROUGH NEW FLOOR WITH 3/4' THICK PLYWD. (� 1r EXISTING WAREHOUSE = 197-6" 2 E ON TOP %2' GYP. BD. ON CEILING ' (SEE COVERSHEET) TI-1 TYP. © w Project No 4x10 ` ' i - �� ��� .. . 14- 101 e ii!" TRAVEL DISTANCE THROUGH - - - - © Drawn By: li;1/4 Z 9'-0" A.F.F. ROOMS ONLY = 49'-2" 0 - KMG TOP OF NEW CLG. - o o ATTACH NEW 2x WALLS TO x . " Date.s se EXISTING STEEL Z-CLIPS WITH 0 SIMPSON QUICK-DRIVE TB1475S I O Z 1 - 17-2014 SCREWS AT 48" OC - HORZ. & VERT. PROPOSED PROPOSED PROPOSED GROUP S-1 d GROUP S-1 GROUP S-1 0 Ea X 1 N UN-HEATED SPACE q P.T. FLOOR PLATE ATTACH TO EXISTING FLOOR I 0 0 O © /� W/ 3/6" DIA. X 4" LONG HILTI KWICK CON II @ 32" © I Sim. �^/ _ O.C. TYP. O 1 �0' 0" A.F.F. I 1 / „ 10,_4 8,_0.. i \ i -. .- r `� __�� � EXISTING +/-48'-4" BETWEEN EXISTING STEEL COLUMNS BUILDING � ■ +/- 14'-0" (VERIFY TO CENTER OF COLUMN) 'J (1) e it 2 TYPICAL BUILDING SECTION 1 MAIN FLOOR PLAN - 702 SF E 3 " = 1' 0" 1/a' = 1' 0" NORTH � I LI