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Plans (77) 33 BUP2 012 - 00116 IRE4 IVED 0 JUN 2012 � '� off �� wk ) co OCCUPANTLOAD AI- HCITECTURAI_ D A;v ING INDEX In Scope of Nor. [LN _F­­N �-�� � �� ���1E _Ea�� �FEA � �L.; ��� F��T =� �- �� � ��� � 7 M -�,-�- 01 First Floor ;,-r i 3 1 1 -- - dower Lobby 01 First Flour --- 346 �F __ �� �� .��__� ���M.� �- -��_��_.�_ .._�� __ �z_�� _� _w��_��� �.___ � _ .�__��m j Build'ng Section Iden.,kation g - -- / .�. - .� - - -� - - _ -._..w.��,...� �.. ���C�1 �I�eet Ir����.� €�er��er�l �re�eCt Infc�rrn�.tic�n �`c: e S�rnr-n�r-�� � 1 Storage First Ffear � F _ _ _ ��� _ ��� _�_ _ _ _� __ _���_.�_a_'4 �= _�_ w_ O - -- -- — _f_..�.m>_ —— _.........__....._..R��....__..._ ..._._._...._=o_.__....,.,._....__.®.,_�.—......_.:..._�... — �.J� • t Fire,, t�.+' Safelyr� p.-i!i ~ f i r {. I�.f�J r r; -- �^-� Secondlour .�? Fire, Life Safer_, Plan second floor Wall Section Identification 201 Upper Lobby 02 Second Floor �.a.�.,..,e..2..�4....-,0.�.._-_SS�FF 0 A5.1 202 ° omens BR 02 Second Floor 59 SF 0�. V_ m_5r� t2r.b.u.�'...E-c�.�gyra..__ln_._�.S.�_.._._h._.a��e_e�-t--s 203 Mens BR 02Second Feer 50 SF � 51 .� .�� ���i.�_..t_. �� ,_....®..._.��.._..en� Plan I�s_r_TM. - First�� �t _.,_.,m�._�.=o.-...r F? ��_..._,_.._. ._L. fu Existing Demo; ariySe ona Floor 204 Office Space 02 SecondDeail Identification rt5.1 A5.1 �.._._._,.._._......_.m -.�m.�....__,.._ 205 Flex. Office 02 Second Floor 4707 SF 47 S2.1 First Floor Plan otal : 50 S2.2 Second Floor PlanL.. Cn 53.0 Finish Flour flan - First Floor Exterior Eievat.ion identification, Umbfn Fi; ture t .0 FnisIf Fluor Plan - Second Floor Water Closets, 1 25 for the first 50 occupants 54.1 Reflected r�etlir� Plan - First Floor f Total = 2 -- - 55.0 Reflected Ceiling Plan Second Fluor - Lavatories, 1 : 40 for the first 80 occupants - - �_.'f�.�� - Second� Interior Elevation Identification ? A5.1 ? Total = 2 - A;.rtchitectural Site _ Drinking Fountains, 1 : 100 ___�__ Total 1 R.,� ,�� VIEW NAME _ � rtcr�itecturaI � Draw'Ing Identification 1 . T_ —A _ �___�w� _ � � -m�a �s �._ � SPECIAL INSPECTION REQUIRED �.Q.� �-.�,;stinc� ��e�nu elan Firti �.=1f�er � 114 Relevant Codes- State of Oregon Structural Specialty Codi �.�_�___� - �� _ w�_ _ - - �_�__-�.���___� .--- -;�..� �. - p�: �-,��� - - �0.���..��_._.�_a_._ Existing / I�emu Plan _ Secend Fleur -�-' 113C � Stool ,$ North Point t tt�� Floor I�i�C� 201 a Creon Specialty bode CGncret9 and Rein��rcdng ,�_�.�... ADA Accessibility Guidelines elo€ts In talled In Cot reto A1.2_ i Second Floor lDIan I AL3i'"'ic_ Room Namep� h Floor Plain - First Floor .� cn Cl � =�!l ��rr'°��r�t-��> l�i�lrsg Concrete Frame ���.�_ _ r... �Fii"���h �`c��'�r �.E,�.r'� - g L� a �eCon-vC_�;.gI.-o�C�i Boom Name and Number g Step!&Prestressing O 4O> Chter 3 - �Stwotural'Welding rClr . Roof larReflected ceiling Plan— First Floor F-11 J11 Separated Occupancy: A2.2 Second Floor Name lg�-Str rgt =tl g -e__r�e � Boom Notr� Scope B e�3.1 xte ,ot Elevations(Not cope if this Project) Structural Masonry f d 4—J 4 _ �xet! 1 . vSl.ReIfed Ga mourn Concrete V 1 --._ -- ! Cn LU Sections r- eCtil1Door Number aa tmsr .-_.__.lr6tlg Concrete l Construction type - e-table 01 �Spray A � d r - r t��� teco ! eF0 hr per table 002: 1a' e X < 30 `,1 Intoi vat P"?Mg9,l dl€ d Piers and CaissonsI ,.,;. � E� � O .� Wall T`dp- mer 9, 0 Shotcr its �Fr'erior Elevations - Building will be outfitted with required autornatic Fire C3 S�e� riding,Excavation and Filling �A5. Enlar fed Plan and Interior Elevations Ce,i,r�g Height Identilicaiion, �,� �.�_____ __9 �._� .___ height above finished floor � �®>_01) alarm and Smoke detectionLA- 12 � �'�t`inCf'���`j, door Frei ne and Finis► ci�edule C1Smoke-Cartrol Systems ��__.._._�_.� �____..�.�.._1_ �_... - - _ r - Manual fire alarm riot required per 007.2.2 y —Yr 4'Vinciol;� ' i✓e {`L_. C�>�.vif i' pedit;ns Chapter 10 - Peferred Permits Existing(E)wall - # of exits: 2, per table 1021.1 - Electrical Exits 30" wide exits per 1023.2 - Itrlechanical EAistiing tE} - Maximum exit travel distance must not exceed 75' per - Plumbing 1014.3 ghater 11 Applies to entire build-out for hardware, restrooms, stains, floor materials 0 ¢d G001 Architectural SvmbolsLeaend ode Summary G001 0 CITY O 'TIS Apmved s....s...s.s6Kka tols8*08 �h ` Conditionally Approved.........._... ] < Q See Letter to:Pendt Number. i. At�.2C�2ed sasessss[� sRss (D 0 t - l � �— . Date:. � V) DEFERRED e� fire SpdakIct �•ii rtwAtan i`A �" pt> nbtrr F� 00 :z < aria` � �t�ctric LO Step DrawingsN Main , �i cilli APPROVED PLAI4 9 P R o s E C T r R r INCLUDE UN-ATTACITEIlt . SPECIFICATION BOOK. , eSTRUCTURAL CALCS R E V i s 10 N s ,GEOTECH REPORT iii .MISC DOCUMENTS Approved plano shall be On job site. OFFICE COP sI-iEEz _ G001 -Site Map G001 N/S New Fire Escape Exit . 00 �{ ru rn F} r i ��..l 7' b ff CJ o cin i l C fu 4 � i 0 I Tenant1 (E) -- 0) 2119 SF M_ Storage N/6 E 1480 F a� ca 4� 4--1 � w a� L o fu o 0 oc ! ! Tenant 2 (E) E_N_LSE] I 2288 ! SF I J 0 ! w ! 0 oc Q (D (D Lobby UtH G_" E N D E= 5u ___EECi' cn 346 SF _- _ �E d Area 50 . U)t9ceu � rea Storage 2: 01 Up Area 00 c Exit Fath � xr c� 437SF Exit Path 4` Occupant Load EM2_1 Elevator � , PROJECT NO. ISSUE DATE Occupant Load r Occupants at Exit i Exit Signs Maximum Exit Capacity Wail-mounted Eire Extinguisher Exit Signs sHEET FE Wall-mounted Fire Extinguisher ire i e a e an i rs oor scale: 1/4" = 1 ' New Fire Escape Exit C>4 DN U ON co ra c fn50 ,.. rn M0 c Ln ou I 4 a� a .� E_ c� cn ML 0 (D E � 0 0 > ® cu v _,__, L 0 � 0 �°, w fu O CD C - ®1 W W O LEGEND 0 ccupied Area '—' Incidental Use Use Area Lf) r z 0 0 F Exit Pate Q v - 00 Mere BR WomenBR OccupantLoad f N LO ti .. : ' Jill 5SF(D- SF Occupants at Exit PROJECT NO. ISSUE DATE 5U Mziu Exit capacity REVISIONS Exit Signs FE Wall—mounted -ire Extinguisher SHEET ire , i e- a e an = -- econ -or scale: 1/4" = 1 ' S�FtUCTURA� ��`�D PROFFs ► N F Jj0 GENERAL NOTES: CONCRETE ACCESSORIES: 18,525 DESIGN STANDARD 2010 OREGON STRUCTURAL SPECIALTY CODE 1. POST INSTALLED ANCHORAGE SHALL BE OF THE TYPE DESIGNATED ON THE DRAWINGS OR ENGINEER-APPROVED EQUAL. 49• ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND CURRENT �AT OREGON SCOPE: ICC REPORTS: O s 0 200 1. TIE FLOOR AND ROOF DIAPHRAGMS TO EXISTING CONCRETE WALLS. a.SIMPSON STRONG-TIE: 9�RON R. 2. REPLACE EXISTING ROOF TRUSSES WITH NEW PRE-MANUFACTURED ROOF TRUSSES. i. TITEN-HD (ICC REPORT#ESR-2713) EXP: 6/30/13 3. REPLACE EXISTING SECOND FLOOR FRONT BRICK WALL WITH NEW WOOD FRAMED SHEARWALLS. ii. SET-XP ADHESIVE (ICC REPORT# ESR-2508) 4. STRENGTHEN/ADD CONCRETE SHEARWALLS AT FIRST FLOOR. 5. ADD ONE NEW STEEL FIRE EXIT STAIR. STRUCTURAL STEEL FZ ZCO 6. ADD A NEW FRONT ENTRY STAIR AND ELEVATOR. N 1. DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, o Li a ao FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" - c: DESIGN CRITERIA LII 00, 2. STRUCTURAL STEEL SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: o . ,I Z N o� 1. DESIGN GRAVITY LOADS,UNLESS NOTED OTHERWISE: I� 0 �Lo 0 a.HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500,GRADE"B" (FY=46 KSI) _ X U a.FLOOR LIVE LOADS b.WIDE FLANGE SHAPES: ASTM A992,GRADE 50 Z -2 0 cri i. OFFICES (PLUS PARTITION LOAD) 50PSF+20PSF c.CHANNELS,PLATES,ANGLES: ASTM A36 - ��w b.ROOF SNOW LOAD CRITERIA d.PIPES: ASTM A53,GRADE B(FY=35 KSI) i= z L ROOF SNOW LOAD 25 PSF e.BOLTS: ASTM A325-N � f. ANCHOR BOLTS: ASTM F1554,GRADE 36 > C� Z 2. WIND CRITERIA: g.MISCELLANEOUS STEEL: ASTM A36 `t I a.STANDARD 2008 OSSC OR 1998 OSSC WHERE ALLOWED o o °� w b.WIND SPEED 94.5 MPH 3-SECOND GUST/80MPH FASTEST MILE 3. ALL WELDS PERFORMED SHALL CONFROM TO THE AWS STANDARDS FOR ARC AND GAS WELDING IN BUILDING v oo c j 0 c.EXPOSURE B CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS NOTED OTHERWISE. lo -4v �O C) >_ d.IMPORTANCE FACTOR 1.0 ^�/� 4. WELDS SHALL BE MADE USING E70XX ELECTRODES. iNCD CO 3. SEISMIC CRITERIA I_-n- v ! a.SDS 0.72 5. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS. N 3 b.SEISMIC DESIGN CATEGORY D 6. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED,UNLESS AWS QUALIFICATION IS SUBMITTED TO THE GENERAL ARCHITECT/ENGINEER PRIOR TO FABRICATION. 1. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. FIELD VERIFY DIMENSIONS AND METAL DECK: ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO FABRICATION OF MATERIALS. 1. DESIGN OF METAL DECKS SHALL BE BASED ON THE STEEL DECK INSTITUTE FOR COMPOSITE DECKS,FORM DECKS,AND 2. APPLY,PLACE,ERECT,OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S ROOF DECKS. INSTRUCTIONS. 2. METAL DECKS SHALL BE MANUFACTURED BY VERCO DECKING INC.OR AN ENGINEER APPROVED EQUAL. 3. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND,LATERAL,EARTH,AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL FORCE-RESISTING SYSTEMS HAVE BEEN INSTALLED. 3. METAL DECKS SHALL BE THE SIZE,TYPE,AND HAVE THE SPAN DIRECTIN SHOWN ON THE DRAWINGS. DEFERRED SUBMITTALS 4. METAL DECKING SHALL BE ICC APPROVED AND CONFORM TO ASTM A653,G60 COATING (G90 WHEN PERMANANTLY EXPOSED TO WEATHER). 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION FRAMING LUMBER REGARDING ALL STRUCTURAL ITEMS,INCLUDING THE FOLLOWING: 1. SAWN LUMBER DESIGN IS BASED ON THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION. a.REINFORCING STEEL b.STRUCTRAL STEEL 2. SAWN LUMBER SHALL CONFROM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS c.CONCRETE MIX DESIGNS ASSOCIATION GRADING RULES. d.PRE-MANUFACTURED WOOD TRUSSES 3. LUMBER SPECIES&GRADES: 2. IF SHOP DRAWINGS DIFFER FROM,OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE a.WALL STUDS DF NO.2 SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. b.JOISTS (2X MEMBERS) DF NO.2 c.BEAMS (4X OR LARGER) DF NO.1 CAST IN-PLACE CONCRETE d.POSTS DF NO.1 e.BLOCKING,PLATES, BRIDGING DF STUD GRADE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301. 4. ALL LUMBER IN PERMANENT CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED UNLESS 2. PREPARE MIXES FOR EACH TYPE OF CONCRETE. AN APPROVED BARRIER IS PROVIDED. a.PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS,USING MATERIALS TO BE EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED AS SPECIFIED IN ACI 301. 5. MAXIMUM MOISTURE CONTENT: 19% b.CERTIFIED REPORTS SHALL BE FURNISHED FOR EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. c.CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA AS REQUIRED,A MINIMUM OF(2) 6. PROVIDE SOLID BLOCKING(SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING(MAXIMUM SPACING OF 6-0"O.C.) WEEKS PRIOR TO PLACING CONCRETE. AT JOISTS WITH A 5:1 OR GREATER DEPTH-TO-THICKNESS RATIO OR WHERE 1 EDGE OF JOIST IS NOT ATTACHED TO SHEATHING,WALLBOARD,BRACING, ETC. 3. ADMIXTURES: a.AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURES CONFORMING TO 7. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS, UNLESS NOTED OTHERWISE. W ASTM 494,USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS,MAY BE INCORPORATED 0 IN CONCRETE DESIGN MIXES. 8. PROVIDE BLOCKING BETWEEN STUDS (OR OTHER MEANS OF BRACING)AT WOOD BEARING WALLS TO PREVENT STUD Q b.AN AIR-ENTRAINING AGENT CONFROMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR BUCKLING PRIOR TO INSTALLATION OF GYPSUM WALLBOARD. HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED ARE SHALL BE 5%-7%BY VOLUME. ' n c.FLY ASH SHALL CONFORM TO ASTM C618 AND SHALL BE LIMITED TO A 15%MAXIMUM BY CEMENT WEIGHT. PLYWOOD SHEATHING 4. USE PORTLAND CEMENT TYPE I OR II;CONFORM WITH ASTM C 150. SUPPLY FROM ONE (1)SOURCE. 1. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S.PRODUCT STANDARD PS 1 FOR CONSTRUCTION j AND INDUSTRIAL PLYWOOD"OR APA PRP-108 PERFORMANCE STANDARDS. U uj 5. AGGREGATES SHALL CONFORM WITH ASTM C 33 AND BE THOROUGHLY CLEANED AND WASHED PRIOR TO USE. < Z 2. UNLESS NOTED OTHERWISE ROOF AND FLOOR SHEATHING PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF 6. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. I® Z 0 FOLLOWS: r 1 w _ 0 3. UNLESS NOTED OTHERWISE WALL SHEATHING PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,WITH A SPAN v a.FOOTINGS: F'C=3,000 PSI AT 28 DAYS DESIGNED FOR 2,500 PSI). RATING OF 24/0. Q ry b.SLABS: FC=3,000 PSI AT 28 DAYS. 0 c.WALLS: FC=3,000 PSI AT 28 DAYS. 4. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECCOMENDATIONS. F�- � 7. MAXIMUM SLUMP FOR CONCRETE SHALL BE 4"PLUS OR MINUS 1". 5. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES,UNLESS OTHERWISE RECCOMMENDED BY THE PANEL z 00700C) MANUFACTURER. 8. SAMPLES FOR STENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NO LESS THAN ONCE J LO PER PER DAY,OR NO LESS THAN ONCE PER EACH (150)CUBIC YARDS OF CONCRETE,OR NO LESS THAN ONCE PER EACH 6. ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPINDICULAR TO SUPPORTS, EXCEPT AS ® N V 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. INDICATED ON THE DRAWINGS. > 9. NO WATER SHALL BE ADDED TO THE CONCRETE OTHER THAN THAT REQUIRED BY THE MIX DESIGN APPROVED BY THE 7. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 4X FRAMING AT ALL PANEL EDGES. ENGINEER OF RECORD. 8. PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS. CONCRETE REINFORCING STEEL: 9. ALL FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTING MEMBERS. 1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60, UNLESS NOTED OTHERWISE. 2. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. CONNECTIONS AND FASTENERS 3. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI 315"DETAILS AND 1. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS,AND DETAILING CONCRETE REINFORCEMENT". MANUFACTURED BY SIMPSON STRONG-TIE COMPANY OR AN ENGINEER APPROVED EQUAL. 4. REINFORCING STEEL SHALL HAVE THE FOLLOWING PROTECTIVE CLEARANCES: 2. FRAMING CONNECTORS SHALL HAVE ALL THE NAIL HOLES FILLED AS SPECIFIED BY THE CONNECTOR MANUFACTURER, UNLESS NOTED OTHERWISE. a.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: L ALL REINFORCING SIZES: 3" 3. ALL NAILS SHOWN ON THE DRAWINGS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. b.CONCRETE EXPOSED TO EARTH AND WEATHER: z i. #5 BAR,W31 OR D31 WIRE AND SMALLER: 1 '/2" 4. TYPICAL NAILING CONNECTIONS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1) UNLESS NOTED OTHERWISE Z ii. #6 BAR THROUGH #18 BAR: 2" ON THE DRAWINGS. 0 U 5. UNLESS NOTED OTHERWISE ALL REINFORCEMENT LAP SPLICES SHALL BE AS FOLLOWS: SPECIAL INSPECTION PROGRAM w BAR SIZE SPLICE(F'C<=3500PS1) SPLICE (F'C>4000PS1) 1. SIMPSON TITEN-HD ANCHOR BOLTS SHALL BE INSTALLED AND SPECIALLY INSPECTED PER ICC REPORT# ESR-2713. #3 24" 1911 #4 32" 25" 2. SIMPSON SET-XP ADHESIVE SHALL BE INSTALLED AND SPECIALLY INSPECTED PER ICC REPORT# ESR-2508. JOB No. #5 39" 31" #6 47" 37" 3. SIMPSON'STRONG BOLT-2 SHALL BE INSTALLED AND SPECIAL INSPECTED PER ICC REPORT# ESR-3037. 11262 #7 69" 54" #8 79" 62" SPECIAL TESTING REQUIREMENTS DRAWN CHECKED a.THESE LENGTHS APPLY ONLY TO UNCOATED REINFORCING STEEL WITH NORMAL WEIGHT CONCRETE,CLEAR SPACING 1. STRUCTURAL CONCRETE:SAMPLE AND TEST ACCORDING TO STRUCTURAL NOTES. N DLM GM/DH BETWEEN BARS NOT LESS THAN (2) BAR DIAMETERS AND CLEAR COVER NOT LESS THAN (1) BAR DIAMETER. FOR O DATE LIGHTWEIGHT CONCRETE OR REDUCED SPACING/COVER,MULTIPLY LENGTHS BY 1.3. 2. STRUCTURAL STEEL: b.FOR TOP BARS (BARS WITH MORE THAN 12"OF FRESH CONCRETE CAST BELOW THE BARS) MULTIPLY LENGTHS BY 1.3. a.SPECIAL MOMENT FRAME WELDED CONNECTIONS:TEST 100%OF COMPLETE PENETRATION GROOVE WELDS BY 05.24.2012 ULTRASONIC TESTING OR BY OTHER APPROVED METHOD. N REVISIONS LriO Lu ro t� 4f 1--- 0 SHEET cV I. w LO Q_ S go OF 8 S-pUCTURA� PROF�s GINjc 18,525 SIM. �• NEW 18"SQ.x 18"THICK FTG. NEW FTG'S FOR HSS 4x4x% OREGON W/(2) #4 EA.WAY. (4) PLACES NEW EGRESS STRAIRS S5.0 COL.'s,TYP. O s�AT 10, z°% HSS 4x4x3/ W/(2) #4 ONGT..&(2) #4 � 4N '16A COL.'S,TYP. R' TRANS. (4) PLACES EXP: 6/30/13 L 3x3xY X-BRACINGL � 4 L Z EA.SIDE,TYP. — N Up �, N - - F-7 — — � o _ LA o0-- �M � o �Lo 0 X vi 7 EXISTING 5 S5.0 T- IL S50 I� wFOOTINGS ��w-i F- z , � Lr) > 0cop,- 9 QOoW 3.0 TYP. I a o a Z O Lu /5 c 4 4'-0' I I I I V 0000 CD I S3.0 N . 0 I I I I `— - O NEW 13"CONC.INFILL I I WALL TO MATCH EXIST. WIDTH W/#6 @ 12"O/C EA. — IF -1 YEA H FACE&#6 DOWELS — WA , C I INTO EXIST.WALLS USING SIMPSON I ® I I ® I I a. I SET-XP ADHESIVE I I L_ L I I I I � S3.0 EXISTING L FOOTINGS I I NEW FTG. V-4"THICK W/#5 @ 12"O/C EA.WAY& I I #5 DOWELS INTO EXIST.FTG's USING SIMPSON'SET-XP'ADHESIVE I NEW 13"CONC.INFILL WALL TO MATCH EXIST. WIDTH W/#6 @ 12 O/C EA. IF --1I I g WAY,EACH FACE&#6 DOWELS RELOCATED DOOR INTO EXIST.WALLS USING SIMPSON I I I s3.0 .. I I I ® I I ® I I ® 9 I �O 'SET-XP'ADHESIVE S3.0 TYP. I I L_ I I I I EXIST.FTG's TO REMAIN I I � J I I I I I NEW 6'-0"WIDE x 14"THICK FTG. W/#5 @ 12"O/C EA.WAY, DOWEL INTO EXIST.FTG's W/#5 @ 12"O/C USING SIMPSON'SET-XP'ADHESIVE (CENTERED IN EXIST.OPENING) I I I I I I F F —1 Lu I I0 I I ® I I ® I Q I L L I I Q-f I I I O — I I u~.w I I v ry I--® O I Fil W :2i In/ I � Q I 5 �-- I s3.o 4A I I I � I o0 J— —L _ �— — _ s3.0 s— —,.— L _ -J I � -.0 Q ® C%4 o t•. —I F - SIMPSON'HDU8'W/%"O x 12"EMBE I �' I I THRD'D ROD USING SIMPSON'SET-XP-ADHESIVE I , -S �� HSS 4x4xY 3 2X6 FRAMING @ 16"O/C,W/Y2" APA RATED 24/0 PLYWD. SHT'G USING 8D @ 4"O/C EDGE& 12"O/C FIELD NAILIING TYP. NEW 4'-0"SQ.x 2'-6"THICK S3.0 I AT ELEVATOR SHAFT,TYP.U.N.O. I W/(6) #4 EA.WAY TOP&BOTT. **2HR.FIRE WALL** HSS 4x4x�COLUMN, --� (6) PLACES I 6x6 DF#1 EA.SIDE. � I I (LOCATION PER ELEV.MANUF.) ————e I L HSS 4x4xY --------------------------- __________- i I � NEW STORE FRONT, Z NEW 18"SQ.x 18"THICK FTG. { W/(2)#4 EA.WAY.(3)PLACES , I I PER ARCH. 0 I NEW ELEVATOR PIT, I I NEW WALL RETURN, w Q PER DETAIL 1/S3.0 I I ® 2x6 FRAMING @ 16"O/C 2 '— 0 I L. J �-- L S3.0 p p Z EXISTING I I I `1�� U ::D FOOTINGSI I I S3.0 NEW 9'-0"x 3'-0"x 2'-6"THICK w 0 — W/(6) #4 LONGT.&(10) �- V„ J #4 TRANSV. TOP&BOTT. _ `I JOB No. 11262 SIM. f DRAWN CHECKED 2x6 FRAMING @ 16"O/C,W/y" APA S3.0 RATED 24/0 PLYWD.SHT'G EA.SIDE USING 8d ADJACENT BUILDING cv DLM GM/DH @ 2"O/C EDGE& 12"O/C FIELD NAILIING � DATE 05.24.2012 1 FOUNDATION PLAN N REVISIONS S2.Q TIGARD MAIN STEET-FOUNDATION.DWG SCALE: "=1'-0" � w n O �, 4 — SHEET CV O CV Lu 04 S2 . 0 OF 8 S�RUCTURgI Rl \5� �► rvE `��D 18,525 TYP.TREADS,PER DTL.2/S5.0 OREGON TYP.RAILING,PER DTL.4/S5.0 O s�Ar �o goo � 7 C 12x20.7 STRINGERS,TYP. 9�RON R. NP��� S5.0 6 1 S5.0 S5.0 V2"TOTAL THICKNESS COMP. TYP. EXP: 6/30/13 CONC.SLAB W/20GA.'TYPE-B' 4 / L MR.DECKING WITH V"O PUDDLE MID-LANDING 8 z N 1 WELDS @ 12"O/C,TYPICAL Cl S4.0 5.0 ( i�C 00 c>- Ob – – � 0 � LA O o z NM5; O – – – – – – – – – – 9 – – – – – – – – – – – �z ' U X cn N-0) NEW DOOR Lj 0 w OPENING � – 1 ��w – – – – – – – – – – – – – – – J –1 i= :z U ' o — — — Q ® o,HAz Lu 00cM0 c) O O � Q N 04N o � N Q N {— X 0 3 ml z Z Lu � V N X X Lu w v. 3 2 S4.0 S4.0 W w W m m m m H N l 7 t/1 cn X X X w w w d / @2 A 3 ��FRP NEW ..T&G PLYWD.SHT'G / 4 GLUED+8d @ b O/C EDGE & 12" C FIELD NAILING U U U U U 0 0 0 0 O N i I I I@D c A A z z Z z z — 1-- N X X w w w Lu w O 04 y 3 N_ o s4.0 N z N W N 0 w m CXV X z w X O - w I w U w z W >- :5w 0 F- -7 <" 0 00 ON (f)�. > 3 REMOVE EXIST. "T&G DIAGONAL 1 2 HSS 4x4x3/COLUMN, SHEATHING,REPLACE WITH NEW 4"T&G PLYWD. I / s SIM.�,S4.0,r EXISTING 2x12 @ 24"O/C TYP. I I I I – 3 SHT'G GLUED+8D @ 6"O/C EDGE & 12 O/C FIELD NAILING M I I RAILING,PER ARCH I I S4.1 2X6 FRAMING @ 16"O/C,W/Y" APA RATED 24/0 PLYWD. 0 u- 3: I ! n SHT'G USING 8D @ 4"O/C EDGE& 12"O/C FIELD NAILIING TYP. w (2) CRIPPLES 04 a I I V I I I AT ELEVATOR SHAFT,TYP.U.N.O. 1 z + (2) KING STUDS CA C 15x33.9 **2HR.FIRE WALL** EA.END � 6 7 rr j co , co S4.1 5 S4.1 I I ROOFLINE __________ Lu ' U S4.1 X I NEW MOMENT ––––––r�� 6x10 DF#1 Z C 12x.20.7 9 x ; FRAME 1 I I I I r o ® _ ® / W 12x50 IL. 1(S4.0 DN. OPEN TO BELOW S4.1 3 I I 1 J s E r-_ o I I TYP. S4.1 l0 0 cy N C 12X.20.7 I o f ,n STRINGER X0 04�' Ul` u I 2 3: w H SIMPSON'CS 16'x 36"STRAP i oN l I S2.1 FRAME z ry W/(22) 1 O EA.END I ELEV. R O 10 ! I UPPER FL . 'r EA.CORNER,TYP. I Uj I i I------ u C Q W 12x50 w C --- w I I I 2 N – – — 3 ---- ------ S4.1 – STEEL CANOPY TYP. I S4.1 JOB No. REMOVE EXIST.4"T&G DIAGONAL I I I \— HSS 12xbx3/ PER DETAIL 8/S4.1 4 11262 SHEATHING,REPLACE WITH NEW "T&G PLYWD. 2 9 4 9 STRONG BACK SHT'G GLUED+8D @ 6"O/C EDGE SIM.S4.0 N-9-1 S4.0 S4.0 DRAWN CHECKED & 12,�O/C FIELD NAILING 2x6 FRAMING @ 16"O/C,W/Y" APA 2 BRACE FRAME ELEV. N.T.S. N DLM GM/DH RATED 24/0 PLYWD.SHT'G EA.SIDE USING 8d S2.1 rl— @ 2"O/C EDGE& 12"O/C FIELD NAILIING N DATE 05.24.2012 N REVISIONS rT UPPER FLOOR PLAN (1 ST.FLR.WALLS SHOWN) O S2.1 TIGARD MAIN STEET-UPPER FLOOR FRAMING.DWG SCALE: V-0" I..lJ ~ SHEET N NS2 N • OF 8 S�FtUCTUR,q� pROF�s 18,525 OREGON r q,QRoN R N ,- „** ** New Fire Escape Exi t 26'-0"**BLOCK PANEL EDGES**<> 26'-0" BLOCK PANEL EDGES EXP: 6/30/13 2 DO NOT LOCATE GIRDER /57-� TRUSS OVER EXIST.WINDOWScv Q(FIELD VERIFY LOCATION) S4.0 � °O ao O o` LSI NM O S 42 P0 O S MZ xvU,' Ld oil Lu — > °�` Z o I I I I I Qoow z a o Q S ° w o 0 00 co ^ Q NEW 4x10 DF#1 HDR. o`D N W/(1) CRIPPLE+ (2) �-- Co > N � > KING STUDS EA.END, — � � 3 0 PSF TYPICAL _ - W 2x FLAT SIMPSON CS18 x 8 0 STRAPS 6 I I — BLK'G AT 4'-0"O/C W/(2)8d @ 4"O/C. I ALIGN W/JACK TRUSSES PSF 7,77 OPSF ,= 1 42 PSF I ( I 1 NO IFT PSF 10`-0"SNOW DRIFTA/ I I I I I I I I U O ~ W I I I I I I I 6 Cie RIDGE S4.0 Lu Q O I I I w — 3 NEW PREMANUF.TRUSSES @ 24"O/C Z (VAULT,PER OWNER/ARCH.) I II Q I I I I I I I SIM.r5 V-O NEW 2x6 FRAMING @ 16"O/C Q W/Y"PLYWD.SHT'G APA RATED 2% Q NEWy"PLYWD.SHT'G W/8d @ 6"O/C EACH SIDE NAILED W/8d @ 2"O/C EDGE I I I EDGE& 12"O/C FIELD NAILING,TYP. I I I I & 12"O/C FIELD r n ® 0 PSF **4x6 DF#2's STUDS AT PANEL EDCL GES** W ry I I I ~ Z Z rrnn — — — 3 LJJ — V O I N I I z I I I I Q — — — o w NEW C 10x15.3 LINTEL o Q O EA.SIDE OF WALL W/ F- > • "O THRU-BOLTS @ 12"O/C INFILL EXIST.OPENING ( I I I NEW SIMPSON'HDU8'HD's EA. 7- V) C) W/2x6 @ 16 O/C END W/%O x 12 EMBED THRD D ROD00 1'-0"MIN. INTO EXIST.CONC.BEAM USING SIMPSON J Q 42 PSF 'SET-XP'ADHESIVE O 0-4 LO U --------- O -- 10 LOCATIONS AT FRONT WALL F= I EXI G 2x12 RAFTERS @ 24"O/C TO REMAIN I 11 I I I I 5 ( CE MAGED EXIST.RAFTER W/NEW 2x12 DF#1 FULL SPAN) TRUSS LOADS: 0 0 (2) CRIPPLES I - TOP CHORD DL: 10 PSF X �, I TOP CHORD LL: 25 PSF (2) KING STUDS - I Q M EA.END M I BOTT.CHORD DL: 7 PSF � D n BOTT.CHORD LL: 0 PSF Lu z x I NEW MOMENT �- I I I 6x10 DF#1 I I 1 3 FRAME DEFLECTION CRITERIA: rr tn� _________ TOTAL LOAD: L/240 V --- ---- - 8 Z LIVE LOAD: L/360 W 8x 15 HOIST BM. S4.0 NEW 6x6 DF#1 Q SIM. SOLID TO FND.,TYP. I �-_— ' z 7 I w V- S4.0 I 2 z u- 0 I S2.1 FRAME O FRAME I I I I I ELEV. uj Lu O Loll HSS 6x67/8 JOB No. 2x6 FRAMING @ 16"O/C,W/,Yj" APA RATED 24/0 PLYWD.SHT'G USING 8d @ 4"O/C EDGE 10 10 HSS 6x6xY 4 11262 2 & 12"O/C FIELD NAILIING TYP.AT ELEVATOR SHAFT S4.0 S4.0 S4.1 SIM. S4.0 **2HR.FIRE WALL** DRAWN CHECKED (DOG HOUSE FRAMING TO MATCH) cv DLM GM/DH 0-4 O DATE 05,24.2012 N REVISIONS (2nd.FLOOR WALLS SHOWN) 1 ROOF FRAMING PLAN LO S2.2 O i1GARD MAIN STEET-ROOF FRAMfNG.DWG SCALE: "=1'-0O" W `0. o N SHEET N NLuOF 8 S�RUCTURq� pROF�s (3)SIDES �S� G 1 N YI b � �� 18,525 Y"CAP PL. WF BEAM WF BEAM OREGON s�AT PER PLAN PER PLAN FRAMING,PER PLANSTORE FRONT 9�RON R Y CAP PL. %6 SYSTEM 2"TY EXIST.WALL EXP: 6/30/13 PT.46 SILL W/%"0x 10"A.B.'s W/�"x 3"SQ.PL.WASHER @ 12"O/C 8d @ 4 O/C,TYP. , NS/FS CONNECTION,PER &6"MAX.FROM CORNERS PL.8 x 6"SQ.WASHER L NOTCH EXIST. EXIST.CONC. DTL.2/S3.0 Z Cv4 �- N -'q- FTG.FOR NEW PIT �6 N SLAB (3)SIDES Y"Q THRU-BOLTS 00 0- s @ 48"0/C,FULL HT. PL. 1 x]3 x 2'-0" a , EXIST.FTG.& �' (2) #4 CONT. , /6 WF COLUMN,PER PLAN WF COLUMN,PER PLAN _ WALL ' ' (2) #4 CONT. AT TOP OF WALL OF COLUMN —— Lj O I O o` 9 AT TOP OF WALL 4" O O 3" s z CD c ) STL.SHIM.AS REQ'D (6)/QS x 1-3 EMBED LAO O 4 3 3 1_ THRD D ROD USING `j O EXIST.PAVING, 2 SIMPSON'SET-XP'ADHESIVE Z x u a ° EXIST.PAVING, S . G, EXISTING 0 °: w w REMOVE/REPLACE REMOVE/REPLACE BLDG. `� _..�..� 0 Lu '— —' AS REQ'D AS REGID � i= It Z QCL NOTE: #4 VERTS @ 12"O/C W/8" a p N _— _ — — PT.2X PLATE W/4"O X V" q) � 0 FIELD VERIFY NO EXISTING PILES ' a HOOKS INTO FTG. #5 O� C d �a 3"CCR. _ ° ?a . '� SIMPSON'HDU2' �6 EMBED SIMPSON'TITEN-HD' > � w PRIOR TO PIT EXCAVATION. USE HORIZ.@ 12"O/C. USE 24" 101- a 3" a @ 36"0/C W/4"x 3"SQ.PI o • `o Z EXTREME CAUTION DURING 8 MIN.LAP @ CORNERS 8 " +; J a 1 v _ STORE FRONT SYSTEM WASHER c o M 0 EXCAVATION&REMOVAL OF o w G 12 CLR. V .o O >- EXISTING FOOTING. EQ. EQ. EQ. EQ. d Q NEW FTG.,PER c� 2 �{ 4'-0" ° (4) #5 VERTS.EQUALLY DTL.2/S3.0 d O 3 #4 @ 12 O/C EA. 3 #5 DOWELS EQUALLY SPACED NOTE: s 00 CONTINUOUS WAY CENTERED IN FTG. SPACED W/8"HOOK,TYP. 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NEW INFILL WALL, "EMBED USING PER PLAN #6 DOWELS TO PER PLAN #6 DOWELS TO d PER W CONC.SLAB, MATCH VERT.REINF. EXISTING MATCH VERT.REINF. 147, SIMPSON'SET-XP' PER PLAN W/12"HOOK INTO FTG. 4. BLDG. W/12"HOOK INTO FTG. a Q ADHESIVE 2"CLR.TYP. a REMOVE/REPLACE „ ' •4 � Q 4 2-0 2 CLR.TYP. 2-0 V INT.SLAB AS REQ'D ° MIN. EXTERIOR PAVING, �• MIN. EXIST.CONC.SLAB BY OTHERS I- 1„ 2"CLR. '. a � 2„TYP. a°4 „ 42 I I I I - ° ° 8 EXIST.CONC. NEW FTG.,PER PLAN (VERIFY 4 SLAB THICKNESS EXIST.CONC. W Al. 111. a SLAB NEW FTG.,PER PLAN NEW FTG.,PER PLAN 11 4 a Q MIN.PRIOR TO DRILLING SLAB U W 1b ° ° — � a. �, 4° a FOR DOWELS) • • I--- a U as 4 ° ad PER a a 4 PLAN a.e d Q NOTCH EXIST.FTG. ° a " a ° 4. da v 4.a 4 d PILES ° d a d 3 CLR. PER a a. �"EMBED USING SIMPSON PER a4 d a: U FIELD VERIFY NO EXIST. 4 a 2 d PER 4 a. a MIN. Q W USE EXTREME CAUTION DURING a 4. PLAN ° a `� a a Q ' 'SET-XP'ADHESIVE PLAN a.. a ° v PLAN a d „ ° a d a 4 4' C EXCAVATION/FTG.REMOVAL L a d d 3°CLR. a s 3"CLR. d d d a o 4� EMBED USING3: PER PLAN PER PLAN SIMPSON Z V) PER PLAN SET-XP'ADHESIVE PER PLAN ry J -O Q Ln O N C� 5 FOOTING SECTION b FOOTING / WALL SECTION 7 FOOTING SECTION 8 FOOTING SECTION > 53.0 11262—SHEETS.DWG SCALE:4"=1'-0" \,lS3.0 11262—SHEETS.DWG SCALE:4"=1'-0" \,iS3.0 11262—SHEETS.DWG SCALE:4"=1'-0" 53.0 11262—SHEETS.DWG SCALE:4"=1'-0" Q W 0 0 ~ Q w 0 Z 7 O .L_. U � w Lij 0 ° a d C) H JOB No. . d G 4 Q a 11262 °. .4' 4.'. d DRAWN CHECKED d 'a NEW INFILL WALL d g d N DLM GM/DH 4 EXIST.CONC. PER PLAN '�a a a WALL/PILASTER �, DATE 05.24.2012 Q N REVISIONS O #6 DOWELS W/24"MIN.LAP TO MATCH HORIZ.REINF.&5"EMBED USING SIMPSON'SET-XP'ADHESIVE W vo t� NK*09 ~ SHEET 0 SECTION 04 cz W0 OF 04 S3.0 11262—SHEETS.DWG SCALE:s4"=1'-0" � • L S�RUCTURAd .RI PR! ,INF 4� F,p zz 18,525 OREGON —_-- - 10 10, 2p� EXP: 6/30/13 i ! G HSS STRONG BACK, L Z � Y I PER PLAN M N �. 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PER PLAN AND EXIST.CONC.WALL,TYP. z SIMPSON DTT2Z @ 48 O/C W/ 8d @ 6"O/C z C ,� 16d @ 4"O/C VERIFY 16d @ 4"O/C (8)SIMPSON'SDS .25x112'SCREWS NEW PT.2X SOLID BLK'G L A l6d @ 4 O/C &Y O GALV.THRU-BOLT Q REQ'D HEIGHT w 2" 2" 1Y° 8d @ 4"O/C L 3x3xY x 0'-3" W/ 8d @ 4 O/C _ H 8d @ 4"O/C 2 x�"EMBED SIMPSON J#I 'TITEN-HD'@ 32"O/C BEVELED WASHER,TYP. L °° ° ° ° o • .1 .1 •1 • NEW BUILT-UP ' 2' 1�, NEW BUILT-UP GALV%"x 6"SQ.WASHER, 3 • • (1)SIMPSON'A34' JOIST, PER PLAN NEW BUILT-UP r 11 " 1 SIMPSON'A34' JOIST,PER PLAN TYP.@EXTERIOR 11262 HSS,PER PLAN • • • 3 JOIST,PER PLAN , . • • • • Y ( ) • • • • EA.BLK'G EA.BLK'G • • • 3" SOLID 2X BLK'G �— 16d TOENAILS @ 4"O/C HSS,PER PLAN 3 SOLID 2X BLK'G DRAWN CHECKED 4_11 EXIST.ROOF N 8a @ 4°o/c � � DLM GM/DH SHIM TIGHT _ FRAMING,PER PLAN NEW PRE-MANUF. NO DATE ,� TRUSSES,PER PLAN 8d @ 4"O/C SHAFT FRAMING, 3 � � 8d @ 4 O/C 05.24.2012 PER PLAN PL. /x 6 x 1 -2 W/ (12)SIMPSON'SDS .25x412' NEW PT 2x4 PLATE SIMPSON'DTT2Z'@ 48"O/C W/ N REVISIONS SHAFT FRAMING, SCREWS SHAFT FRAMING, (8)SIMPSON'SDS .25x112'SCREWS O PER PLAN A PER PLAN EXIST.CWA L &Y O GALV.THRU-BOLT � Lu DBL.TOP PLATE DBL.TOP PLATE 9 FLOOR SECTION 10 ROOF SECTION 11 ROOF SECTION t= SHEET (V 11262-SHEETS.DWG SCALE: 1"=1'-0" S�•0 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" **1 S4.0 wS4 , 0 � 11262-SHEETS.DWG SCALE: 1"=1'-0" S4•0 W 8 N Lo Slp,UCTURq� PROFFs GIN�c .. 212, 212, s 18,525 L 4x3xY x 0-3 (LLH) W/ „O x FI EMBED SIMPSON'TITEN-HD'@ 36"O/C W/ T)210-�� OREGON L---- -Ef -----_-_ _-_-___--- 1�"VERT.SLOTTED HOLES sF o ------- ------------- (PLACE BOLTS AT BOTT.OF HOLES) 10 AT 10 A-1 - EXIST.BLDG. RON R NPS 212' 2132' %"CAP PL. - (3)SIDEEXP: 6/30/13 e S 4 43 z M � qj LL 04 N op CJP CJP WF BEAM, D O o0. y6 NPER PLAN L 6x6x%6 W/4 O X V EMBED "� � � SIMPSON TITEN-HD @ 36 O/C Li 4 CONTINUITY PL. 2„ 4 CONTINUITY PL. 2„ o Z N Mp 0 EA.SIDE EA.SIDE 0 �O (3)SIDES 12 (3)SIDES -12 I A z Xu DO NOT WELD>—,y , DO NOT WELD s 1 I I 2'-6" ryK AREA3 WF BEAM NOTES: K AREA 311 WF BEAM NOTES: (3)SIDES 1� ' — Li w • WELD ACCESS HOLES SHALL NOT BE USED Ya I __ PER PLAN • WELD ACCESS HOLES SHALL NOT BE USED s ' A PER PLAN i -- 1= moi' Z 4'WEB DOUBLER PL. . CJP GROOVE WELD SHALL BE W/O /4 WEB DOUBLER PL. • CJP GROOVE WELD SHALL BE W/O ' 9o - PROVIDE 4"FILLET WELD BLOCKING. PROVIDE 4"FILLET WELD BLOCKING. I I j o`1 z FROM PL.TO CONTINUITY PL 3' �6 • THE CJP SHALL BE MADE SUCH THAT THE FROM PL.TO CONTINUITY PL A _ 3' y6 • THE CJP SHALL BE MADE SUCH THAT THE I HSS,PER DTL. Q w ROOF OF THE WELD IS ON BEAM SIDE OF ROOF OF THE WELD IS ON BEAM SIDE OF 8/S4.1 a o Q � 0" w 4"CONTINUITY PL. 12� FLANGE. 4"CONTINUITY PL. 12� FLANGE. I �____J v Mo p EA.SIDE • BACK GOUGING OF ROOT IS NOT REQ'D IN EA.SIDE • 1-0 BACK GOUGING OF ROOT IS NOT REQ'D IN 2' THE FLANGE DIRECTLY ABOVE&BELOW THE 2' THE FLANGE DIRECTLY ABOVE&BELOW THE I I 6" _ BEAM FOR A LENGTH EQUAL TO 1.5K. USE BEAM FOR A LENGTH EQUAL TO 1.5K. USE I 3 p I f 1 c � FULL DEPTH PJP AT THIS LOCATION. FULL DEPTH PJP AT THIS LOCATION. �6 00 CJP CJP I �n N -r- 2-6 I ! s 1 - -- `� I r n I Fie % N-< I �6 WF COLUMN PL. 1Y2WF COLUMN "x COLUMN WIDTH W/ PL. 1vi"x COLUMN WIDTH W/ I I PER PLAN (8) 1%"O A325-N BOLTS,TYP. PER PLAN (8) 1%"O A325-N BOLTS,TYP. _ HSS,PER PLAN f STORE 10 GA.PL.W/ ( ly"O A325-N BOLTS AT SIM.COND.) ( ly O A325-N BOLTS AT SIM.COND.) I FRONT 1 RETURN EA. SYSTEM END,TYP. A 1 MOMENT CONNECTION - ROOF 2 MOMENT CONNECTION - 2nd. FLOOR 3 SECTION - FLOOR S4.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-O" 54.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-O" S4.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" V/ %6 3-12 1 I ------- ------ I Y"CLR. 17 I I HSS STRONG BACK, L3x3x3/8 ---------- Y E PER PLAN 8" f - _ -- -► MIN. PLAN CHANNEL, I 11— —11 `11 � PER PLAN �� I I! II II II I Ip I RAILING, _4_A== f=A � FSTORE RONT EQUAL EQUAL II A PER ARCH. II __I1__ II I I ___ _- I SYSTEM (3)SIDES II I II II i, !I I I I I I � HSS bx2x3 RAILING, IP I L_4_-}I,_ � ! 16 II I, }I II I PER ARCH. fl ! _ !I - II __II_- IV I I ------ - --- - ------ ------ j II I r =r -}} TCS - I %6 W {la Il._=1=_11==1LJ I I I- - FINISH FLR. II I 11_-�1-_-}+-_E J PER ARCH. }L I -------- { 101 I 101 WF BEAM ��� I I \! NEW PLYWD. PLAN j f�` �` l i f l (DPER PLAN 8d @ 6 O/C `0 � �... HSS STRONGBACK, SHT'G,PER PLAN --------- { � �O ( I _._ -_--__- "o HSS ED � PER PLAN 77777/ CHANNEL-- O� EXIST. N - U W - ------ -- PER PLAN I BLDG. I EQ. 3 s O ; I I i f F— Z PL./s W/(3) /O - --- { I { I V) 3 3x3xY x,0-3 W/ A325-N BOLTS I I I I Z O / O x�% EMBED EXIST.FRAMING, '1 ,n SIMPSON'TITEN-HD' PER PLAN ---- - (3)SIDES I i ! V) Q W Y I0 �6/ I HSS 6x44------------ C -----EQ. w C ----- EXIST.FLR. i Q 0 -----_-- (3)SIDES 5 FRAMING I O /6 I--- ; If } V) 0 3 SIDES CHANNEL PER PLAN WF COLUMN I � I Z WF BEAM, f 00 ry ------------- PER PLAN NEW SIMPSON LUS210 PER PLAN 2x12 LEDGER W/ 2 PER PLAN �/ � LO (D ( ) COLUMN, STORE COLUMN, 0 N V LINTEL,PER 4'O A307 THRU-BOLTS FRONT Ya @ 24"O/C PL.% W/(3)4"O A325-N BOLTS SYSTEM PER PLAN PER PLAN > f- DTL.$/S4.0 KO'4 SECTION - ROOF5 SECTION 6 SECTION 7 SECTION - FLOOR 8 CANOPY PLAN S4.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" nGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" 54.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: I"=l'-O" S4.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" S4.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" Cn J_ Q I-- W 0 � V z Z w II 0 li w Q RAILING, j I STRINGER,PER PLAN N H PER ARCH. II STRINGER, { I PER PLAN I I 4x12 DF#1 TREADS, �� JOB No. X4 I 11262 DRAWN CHECKED ��'' � N DLM GM/DIS 4 PL.BETWEEN STRINGERS _ W/(2)Y2"O x 32"SIMPSON ' 'TITEN-HD's �� �'' 3�SON 02`x200' O ( ) N DATE 05.24.2012 SCREWS INTO TREADS Y N REVISIONS LO yl 6 O V NOTE: i - CL 6"MIN.SLAB THICKNESS. W r 9 STRINGER / SLAB CONN. 10 TYPICAL TREADS C SHEET CV L N 54.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" 54.1 TIGARD MAIN STEET-DETAILS.DWG SCALE: 1"=1'-0" LO n S4 . OF S-1?,U C T Ulgq D pRoF�s GINF TYP. � �i� �� �b 18,525 ly"O SCHD.40 TOP RAIL OREGON 1;/j"O SCHD.80 IRON R NPO POST @ 4'-0"0/C MAX. EXP: 6/30/13 FULL PEN. 5�-- - qj z M STRINGER, 4"O PICKETSN STRINGER,PER PLAN PER PLAN @ 4 t\ Ob 00 0/C Q � � TYP. a,�� — ------ -� c: 14'0 SCHD.40 lb00, BOTT.RAIL Z N o � (3)SIDES � � � / �= %b '' �/ y �- 0 0 Li 4 I..I..I .' ____ 1 5 TYP. a. 211 � YbC� f" oC� N STRINGER,PER PLAN ,y > � w p TYP. X6 2-6 —� Q o O z ^w u L 4 x 3 x V x 0'-4"W/4"DIA.x�" STRINGER,PER PLAN Mo NOTE: EMBED SIMPSON S.S.'STRONG BOLT-2' 3: `v Q VERIFY 6"MIN.SLAB THICKNESS. 12GA.BENT STEEL PANS / V) _ LY o I 00- q 0 CV 1 2 TYPICAL TREADrT'� TYPICAL STRINGER SECTION 4 TYPICAL RAILINGSTRINGER SLAB CONN. S5.0 TIGARD MAIN STEET—STAIR DETAILS.DWG N.T.S. S5.0 11262—SHEETS.DWG N T$ S5.0 11262—SHEETS.DWG N.T.S. 55.0 11262—SHEETS.DWG N.T.S. — ———————————————— 811 e d a a FIELD ... O O I VERIFY L 3 x 3 x 3/8 x 0'-6"W/ o O I HSS COLUMN, (2)4"O A307 BOLTS PL%x 3 x 0'-V2 W/(2) I i I I STRINGER, 3 PER PLAN PL PER PLAN CHANNEL, /„A307 THRU-BOLTS ' a If 30'-V2W/(2) PER PLAN L 2 x 2 xY,TYP. ./x 3 x CHANNEL, 4'A307 THRU-BOLTS BASE PL., __ PER PLAN L 2 x 2 xV4,TYP. 4 PER 7/S5.0 EXIST.PAVING, — Yb ( I l ; PL.%x 10 x 0'-10”W/(4),2"O x V4" I / I 1 EMBED STAINLESS STEEL —————— —————— 5 REMOVE/REPLACE I I / ( ! SIMPSON'STRONG BOLT-2's b L AL O 1b O 1 II I1 II I a I � I 2 / I { --- ------ � I — � I i d � I i (3)SIDES 711 I I I � P. I t It I 3 2-12 4 O o 111 � 1-6 MIN. EXIST.FTG. � I C lb CHANNEL, �� I / L 3x3x�X-BRACING I I 12 I d PER PLAN I I EA.SIDE I ! ! s " I I i ! (3)SIDES L3x3x/x0 6 W/ 11 HSS,PER I %b I/ I 12� 7t1 12 I (2)4"O A307 BOLTS i I CHANNEL, d 3 CLR. PLAN I STRINGER,PER PLAN I I I ; PER PLAN I :r �A - I � I I I ! HSS,PER I I I TRANS REINF.#4 DOWELS W/ 3"CLR. iI IL BASE PL PLAN I ! I I STRINGER,PER PLAN 4"EMBED USING SIMPSON . I ! I I I 'SET-XP'ADHESIVE 1'-0" 5 FOOTING SECTION 6 SECTION 7 SECTION 8 SECTION 11262—SHEETS.DWG N.T.S. S 5.0 11262—SH N.T.S. S 5.0 11262—SHEETS.DWG 55.0 N.T.S. 55.0 N.T.S. W Q ry n W U w . . � �- z U EDZ0 %b 2-3 � Q w W � :2iw DOOR --———————— Q 3: OPENING I— z 0 OO �—/ ! O `O L 5x4x 2 x CONT. i OL0 D FULL LENGTH OF LANDING ( CHANNEL) I I > I-- CHANNEL, j PER PLAN EXIST.BLDG. I EXTERIOR WALL I I I I Q V) V) V Lu 9 SECTION O Lu S5 0 11262—SHEETS.DWG N.T.S. F- w Lu 0 F-- Z— w o w F— LU —w X Lu 2 LLJ cn JOB No. 11262 DRAWN CHECKED N DLM GM/DH 0 DATE 05.24.2012 N REVISIONS vi O Lu .o I— SHEET CN 04 O R Nu-j ® OF `-' LO Eo c o � Um m - 1 \ N m Er -Steel Frame "Gateway" ° See S Sheets m� Cemet Set Concrete Pavers � c � 5 P Cing pace, i .o � � O1 ( E) erna ' 111� � h � � v ------- Proposed Proposed Remodel Wo rk � � — Metal MeshLandscapePar 0 Confirm flrai locations. (D Q) c � New Emergency` � � Exit Stair . Project Site Notes: fFxising storage Arec � � �' "' Project consists largely of building remodel ��� / to be re-1/ -- roofed y o Q9 with some site work to be done at the new proposed entry. All other site conditions are to remain as existing , as related to the 0 � �P scope of this project. � � . � � Site Entry Plan w 6 r rkinq Spaces i ` Property Line U scale: 1 /4° — 1 O Tax ID Number: 2S1 02AC01 100 � To Remain i � � Tax Account Number. R461770 Site Address: 12564 SW MAIN ST o Site City: Tigard Site ZIP: 97223 Grovel Lot ( E) Acres : 0.62 � o io Remain � z Sq Ft: 27,007.2 cn Q Bldg SF: 11 ,950k-0 � I ¢ 00 N Zoning : MU-CBD Mixed Used Central � � Business DistrictPROJECT NO. ISSUE DATE � I V o IN S Site Plan scale: 1 /16" = 1 ' Eo r o � um m E � �m rno C Ln Los= V) C ru Cn C v m � m N d - Demo I =3 0 (.7 -FI -T 7 T17 -F1F F1E Up � � � � � IIIIIIIIIIIII � o fu IL i I I I L J- I Ll_ 4-jCAI Cn LUL QJ aj o fu o (D af _ Scope of Work J W � I D O w � o r..................-1 ..................... ........... Q a 00 I I II I I i Q N I I \—Scope of Work PROJECT NO. °EDATE -- ---- - - ----- 571-8811 _-- ------- - -______T � Existing Floor Plan - First Floor �N AO ,scale: 114" = 1 ' o � e-Lf-,,e__ CB) 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ice It co mo C Ln OA 00 Cn O y Cv CD co 03 011 � m f)e1110 D CL — O -- Demo =r i—r ri T -7 B �/ �� _LL1LLLL�! � �NI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I SII Ll11 l4l � �JI I o Mech 9. I (V � LU — 51. 9. _.____ —_._ " _ �coC OA 0 0 Q9 Q� Cnr All Floor Joists � 2xl 2 @ 24" � J �" Diagonal T&G Sub-Floor � W Wood Floor OA O 4LL4_ � W co F-7 4 [3] [2] 0 B CY.O UC < Scope of Work � W H W H � z �J� i 812,2011 x 518" sill: 24"D [] 36 x 61811 3'3" x 5'8' sill: 2'41' 50" x 7'11 " z 00 %J0 � C 3'3" x 4'0' sill, 3'1125" r] 3'4" x 711 1' � Ln (0417.0'' x52" sill: 2'4" (] 34" XB � PROJECT .O ISSUED. Ll REVISIONS 581-1 Oil Existing Floor -Plan - Second Floor N A012 Nor 1 scale: 114" = 1 ' A5.f E 0 v Now Pies Escape Bxk � U a� 00 ! - up ! ru m Li —7 - z z _. _Lz� } g C Ln I !� ru I A4.1 A4.1 4 L I ■ Tenant 1 (E) - Cn ® ® E 2119 ST E New Srcr Shear , Storage A 7 7 See 3 sheets L. N' 18 1 E �., 1480 SF A � � [� 4� A 7 7_7777 Z 7 Z== z z LZ 7 4--J 4� W C= ® to 3: O (D aC I I ( Tenant F___HIM 1��_ E 2288 SF I J b I W r I 0 I New rucks Brace Frarre, See E I s sheets �c 0 0 3 (D Lobby EASting Walls 0 E=Icn — — $1 r F® z 346 4.� { � {, T4s Storage 00 EE,qp� __ 0 F�I C ! LO 437 S- F . 4 ' ENERAL NOTES- I I -T— (3 Elevator o PROJECT NO� 137UE DATE 1 1 see sheet �- -1 2 forwind ovv and door ypes REVISIONS Lit. ssC"` sheet ior i xxture and 14� ® ccess w J tions andm ulnfi"ng he"g t o n h A o �c i'rn ns ons to be site verified A5.1 4® AH (N) 'nter'w waiHs are \wood frame �_.�.�. i- �R�.�...e.m__ —z .,.....e.�. -- -� - .w....-�.�...q.�..�......v.�_,.e,�--- --- -- - - - --,^----`-^'""_'- ---- .�..n.�.e.a..� � (�.j �\ t {�=%�����"`�� J}'i L.E S s r1 t � �- (N) Elevator, see s sheets First Floor Plan Al 1 scale: 1/4" = 1 ' A E 9 (NJ.2 - - - Note: Door goes . v rau window - U T-1 -T- F-T f9 DNK1DONB ; CD) (U ry I ' I N W giry ,0 CV V) Q0 CA) 1� AT a� ai cn _ M- 0 L- CD E � v 0 3 A 60.2 2 eRV E (u W ® r� L U) W FlexibleOffice Space C= ® fa 3: (V O (D ce 4787 SF New Wall Framing, _ see s sheets E 0 F h i •�E oc C� O Q i11 n � 204al C _ �� @ 11 � �-� �m OB- CO) A5.1 s -- UpperLobby 1 71 J !_ A3.1 4. C\1 CMSF Office � �. ___ _ .. 4. 00 L 249 Lr) 8 0 0 248 SF NOTES: Men BR n BR 1 A3.1 _a__ s Elevator -� , � - PROJECT NO, ISSUE DAi -T 11 A5.1 .9 F-201:1 F-M2-11 . e �het -12 for window and door .r e 1 59 SF . se t A . fortypical and R E�fas1oNs a g 1 . £{ E l to and mounting heights. 1 _. —I ® ® ® ® ® ® ® ® . All dimensions to be site verified J JJ 6J -W7 J Ions= G0M&W%ZPMM Li � J Nam JJ 2 8�3 JJ m y f ! 58 op - '- 4. All (N) interior walls are wood frame 5 *1 1 SHEET c J `"YJ $!-6 econ oor an scale: 1/4" = 1 ' Eo a um New Fire Escape Exit 00 — s - - - - - Up e m Lc Ln ru ai CD L � Gdm c III Q C Tenant 1 (E) I p � C' 7.119 SF I - Storage � 1480 SF E o v o, w c o � � O U ac� Tenant 2 (F) � 2288 SF � p � O cyo w � o 0.00 ............ Q < .-%bby- LEGENDq A P) q CIO tf Q Storag.e. -1 0 1 Up Luxury Vinyl Tile Q Ln C�� _ 0 �- ~� U ON . 00 New Fire Escape Exit — 4 4 F DINe Cm ru E Flexible office SpaceLU CIO O CD ce 4787 SF' O AS. X5.3 . CD .......... (D 6 1 Jr)npr ,l r W I I I I I I LEGEND (� %.W r 11 ro %.f 2 �1W. P,i Q Luxury Vinyl Tile 00 -office. ace . �- Ln —1-4 -f--r Carpet Tile o TO L F PROJECT , RC�?JEC NO. ISSUE l��,T. 248 S-F . E BELOW E # t IN A worneii 1:511 �°,. $ Q Elevator Conrete REVISIONS 7-- T s 17) klyEI �7 cl III -�.-. � _� SHEET inis oo r- a n- econ- oor scale: 1/4" = 1 ' ID o r U ON 00 EJJ ro m E � �4 C Ln Parapet Cap Flashing at all parapet conditions. c ro L � O1 Q� � N � � L .N CJ1 O N � O > Slope D u 0 LJ.J 0 fu / N .00/ OC G LL / Fully Adhered TPO roof membrane Install per manufacturer's specification, "= tap over parapet wall. � Q (DQ I- z Notes: 00 Roof structure over large office area to be completely Q Ln replaced with new trusses designed by others in C N conformance with architectural and structural G '� requirements. PROJECT NO. ISSUE DATE REVISIONS SNEET Existing Floor Plan - First Floor N � scale: 1/4 11 = 1 1 • %Was Notow �G�2 �S�G��'� CQ� � cs 00 U P �- ry m -Z f- I Egm r- Cn . rno C Ln c ru cn L � N a' L 0 0 (L1-� V o � D f"U L � � � 0-1 V.J C ru O CD oC � J W 770 --- D o 7"" z 7-rLo b by.' (DQ -0 LAW-A 346 a 0 0 z S t o r ca e, Lj recessed flourescent light 1.011 —10 00 0 0 hanging flourescent light 437S O incandescent light c� � Elevator / (g exit light PROJECT NO. ISSUE DATE 11 H 11. supply air device REVISIONS 7 7 return air device 77/ 7 Z-1 7 z z Drop ceiling light ceiling C hard lid ceiling SHEET Aj)—Reflected CeilingPlan - First Floor N , imnno? L�swapo wat' Eo 0,N 11-011 o 0 0En o C Ln - - Skylight L ai a a 0 0 3 1I-On o mble �� e Space 12-C_� SF � � �X787 ..� a c o o o Q_ a 4> E 6'-0» 10'-10 " 21'-7j" 21'-7j» 21'-7j" 10'-84" -— 4--J o a� w o © o 0 0 Q� O ® CCS or. a U o O o . Q . c W 0 Q 0 .0 C C 0 0 10.0- 8-1011 C)roo 0 s10 e O 0 0 0 0 . 0 00 Up 0 Upper b D Q (D LEGEN .OfficeSpace � cs rede6 249 SFicn nflourescentlight incandescentt- 248 SF Men°g 0;:nen 2)M-1, 1 "t light Bevator e-,x I I 59 SF t T =-T-=1- -- dope I 00 F : I T I iN 0 i sub itdeviceLn 0--, ]C) 0 10i 11 g N I � ece-,Z �+ ceiling height PROJECT NO. ISSUE DATE partition penetrating ceiling plane REVISIONS .� hard lid ceiling SHEET e ec ei ina anim econ oor scale: 1/4'I = 1 ' 4�- � Metal coping 0 - - Metal copingco: 4 4 ° ° ° ° ru m Ot Pointed ° ° " ® " • ° ° ° °.. ° a °Q ° Q concrete (E) a ° a ° ° 4 a ° ° Ln �1 ° / a ° ° a a ° / a Pointed �- ,4 � " ° ° ° a � ° °a concrete (E) � 12' 0" a ° ° ° ° ° ° 4 ° - _ c. ° ° ° a Q ° ° SA ° V•�SJ ° �/�( / / / 11�i �� A n = see s sheets a � / r r r r o / ° L ° ( � d Q tJ O • m O CID W 4 ° (E) I Electrical eaters / Q Q Q \ ° Q 4 4 ° Q 11 Metal planting screen, see A1 .0 ® ru ■ LU 0 eva ion = n ry es eva ion L � � _ scale: 1/4 scale: 1/4" 1 O 0 ®c � '1 __ _ Metal coping Match existing parapet profile - --- stucco (lel) Profile O / z � rrnn l� Exit t ILt steel Gateway See s sheets 00 � r) imN r c EDATE PROJECT iii ISSUE� P, vJ CT � � U \ / \ i�EVi..iC?i`�S / / - Fill EntryUfa - stucco (N) SHEET ■ see s sheets 0 eva ion ain scale: 1/4" = 1 ' T tEO O V- . Pointed Metal Coping Concrete (E) ° ° d 4 ° d ° ° ° 4 d ° a ° ° a 4 ° © ° ° d a R s c• r ° 4 ° d ° 4 ° ° ° 4 ° d ° °. 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ISSUE DATE REVISIONS SHEET New Fully Adhered TPo roofing membrane,. . Install per manufacturer specs• dap over Metal Coping T-- parapet allst over lapped TPo, 0 U T .100 yr- - (E) JoistsM fn ~!;.. .. 13 i L: '•4 -• 01 M '•'. M C In .•. y .,i ru a Lj E ■r. 0 CDL O v (E) • (E) N/S (E)\\K >I o E 4 concrete Slab (E) _ • �... .! + _ .♦f ••, •• ••. !., • • .� .•e•, -• f. yt ! .• ,i.•+ + .w y�• .J: .•.• •..y •- a.• • t_e..m..._M.. ® fu a i.•: .•r SSI' •' i i a' S.. . • :: 's' • w' r• • I•'4' t '/ •i •!� { }' a• i' E .• t f' I. �IIFl1I llILU . 1 t� l I ISI 1 -x-1 l ISI -�lll�lll �l• !I{-�--I l l==l l (-- _ _ I�=I l l==l l lel l lel l r�l I t -I l 1' I 1 l==1 P�a •�•':1=l l Irl l, l l� I l 1=1 1 I==11, ISI I ISI I I®I l lel I Irl � _ _ _ ;�- o ra ►'.''..art _ y _ _ I _ t° ' •� l 1 111�- -�.� �--1 1---+1 I l�l 1 l!_Ed I �, ""•�j';• l 1 l--�l l l�l 1 E _ O C� �C --111-- 11 �-1 l C�- 11 ��. l l lI l l Concrete footings (E) .__� �. .. __. ._ Tt1_�-= lr:_� ( e c ion scale: 1/4" = 1 ' I e° Fully Adhered T o roofing rrIe�nbranet Metal Coping -� ., Install per manufacturer specs. Lap over LJJ over lapped TPo, e - parapet allot TYP t. ° ° dQ W (E) Joists • •.1 r _ ° •, •} Q ° d Q Q ° Q ,,y: :•� ° a d ° Q Q '4• ° Q ° •1 ,� d Q ° Q ° a V / a / ° / F-- ° a ° / U) / a a Q ° ° d :r• a 4 ° a ° 00 x .. A a 4 a ®� t. ° a ° P03 v ° 4 Q. ° 4 u ) ° ° ° as Q PROJECT N0. ISSUE DAT 4 a ° a ° / a a ° Q REVioiQliS .::. \ (E) a ° (E) a a (E) ° a ° L} ° a .i. ° Q �. 41 16 . zV d ° ° ° a ° ._. concrete Slab (E) ° ° Q 4 16. 4 4 •'s c ° ° a ° Q [1 ,yv• r •f • .•t •'.•• - .• • ..i- t y .• I: �- 4•. y i• '.. •. ♦ 'i i j••' .•i•.• 4 •.•.•• •• ... �.....�.. 6_.�..e . • J. 1• .!I'•• • .: 'r .ILt '.� !`•••• :wS.it. 4• �•.i •: :Y .,, '•1• •ti, •• '• .� rM. •t !� ••+ •fi• .Y I l C-==1 ISI 1 I •.::• .•.. _ _ I I Irl I I�.r1 I lel I • - _ _ _ _ _ _ l lel I lel l 1=l 11= 1 11�=.:11`�I I l�l 11=`'��:� �l l ISI 1 l�•I l I�_I I =l - _ I I I ISI I lel I lel•l - � I1-� I I I.---..•1 11=1 11 .•1 I E : .I lEd 1 1---1 11�--111-- I I l�l t _ _ _ -,t� • I 11 -11 111�--I I I�l I I—I I• •.•.r•.+.• Im•�-1 11=:1 I l•-�-I I l� _ •�:.• I I_-I l�--III '° �•'�• .• III_-1 I I-� �I I I�-;I E 1-�•l l ,: '�r:' t�� �_ IL .)EE I l 111 I;1 I lEl I 1--1 �, ill 1H IConcrete Footings (E) v ec scale: 1/4" = 1 ' 0 ' h U. N » k 00 fetal Coping V . over lapped TPO, New trusses to be designed by truss ew Fully Adhered PO roofing membrane. # ro M TYP manufacturer per structural and architectural Install per manufacturer specs. Lap over drawings parapet walls. L e fu JL Fir— r-A b. ® _ Fill deer insulation as required j W •°� �^ ,•a. e'• 0 ir• a ftea/ •f. k °' ® fu Uj / N/S / L fu r \ j e ®� . . . 4 . a , .. . a .. .. e' .. e •a ! 7777 . M •e. a�� .. e' 6.. •• �"^'•`!i im"a"{'•� #ice_'•°" a x `x - .°"• }t�•�� ate_ �`�I ISI 1��j!��--��l�- � �••.._.. I I I�=1 I _ �--=l _ _ _I I �-- � � -- -�- -- I.�I(FE1 I �I!II -�-I I I I I -�1E-1 I I E1 I FE1 I I E1 I -�A- lMI1MIlMlMIIM1lM ,III-m-®..III— I I-� �-I I I:�.I 1► ..�_-_•111- �.�..1 ��II 11 ISI I I.�I I IIIA-�I I, II.�1111 11EI.I 1=I I 1 I oncrete Slab r � Coni oto Footings ■ (E) T-Section Cmc scale: 1/4 - 1 �C C)0.0 0 s (D Q V J Q 00 Ln N PROJECT NO. ISSUE DATE REVISIONS SHEET 0 0 Ucr*. co ..uk gm 0 C Ln fu \ / \ c)OG / \ �- 61 . L 29 15' 5A =3 a� - `✓ 101 - Lobby - East Wall 102 - Stora e - North Wall 102 - Stora e - East Wall 101 Lobb Noah Wall 24 3 1 1 /4° = 1'-0" 1 4" = 1'-0" �� � �� � 1 �4�� = 1�-Oil 4� 1 /4 = 1 -0 E � O O > E L � � Cn LU ®C \ / OB 'CDs (D \ / X /\ -1 V r v J " 15,w5f, 42-1 (D _ Storage _ _ _ 201 - Lobb - North Wall w 102 South Wall 102 Stora e West Wall 756 _ _ 1104 _ 1�_0.. 1 /4 - 1 -0 1 /4 1 -0 1 cyo O < (D V) Q C3 / t / \ 00 .12040 4to -5 15' " f `� f < Ln � 16-1 15-. 4 - ---� --Jr f ' Wall 204 - Office - West Wall204 - Office - South PR°vE°T ��°� ISSUE DATE 204 - Office - North Wall 204 - Office - East Wall 1011 8 1 /411 = 11.011 1 /411= 11-oil REVIS10NS 44�� _ �� `f SHEET GENERAL NOTES: KEY NOTES: 1. A-1 2 for window and door 1. V rubber for all base td . . A5.4for fWre and . .All climnsions to E s are wood tam / 511 - O r U . 0 } ' Cn U i 010 Ln Law= 120 q c 4� 205 - Flexible Office S ace - North Wall - 1 _ 1 /411 = 11-011 M_ O L 4� E F—]/1Yi O � I I - E _ _____ \A �-- ------ �_ - . - :� - _- 1 I 4_j PL Ll w a� o O 0 oC _ Space _ 3 20'5 - Flexible Office Space - West Wall 20'5 Flexible Office East Wall _ 2 1 /4 - 11.0 1 /44'I - 1'-0° 0 O zu Q Q (D y I y I U) I— z Q Q5 - Flexible Office Space - South Wall&21 / (°�O� A _ 11-OU ri Ln N PROJECT NO. ISSUE DATE REVISIONS GENERAL NOTES: KEY NOTES: r' " 1. see sheet A-12 for window and door types 1 . �- rubber base for all base trim s H E E T 2. see sheet A5.4 for typical fixture and accessory loations and mounting heights. 3. All dimensions to be site verified 4. All (N) interior walls are wood frame construction. / 512 F 0 0 r- 00 cn E.j Frn c q u 0 0 V) -� C F M Mens BR Ww 203 2 R 69 SF Sim.OPP. SF al 3 A5.3 5 5 A .3 3 - - Sn L_ Cn Uj C) / M- / o / cD 4--1 a� E Notes: 1.See Al/A5.4 for typial fixture and accessory locations and mounting heights. > 2.Toilet 203 is opposite of 202 • ® fu 202 and 203 - Bathrooms - North Wall 202 and 203 - Bathrooms - East or West Wall (D U) 202 and 203 - Bathrooms - Plan 2 3 �- ,�, 1 1 /2H = 1'-0" 1 /2If 1-0" 1/2° - 1'-0" 0 (.D 010.00 GENERAL NOTES: 1. aw shwto-12 1&vAndow and dw 2. sw shed A5.4 for WcW fbdure wd accesmy s mid mourding .All dimenWom to beefte .All N lnhxW walls m wood tam t NOTES:KEY MR 0 1. V rubber baw for all bm trim FqD SID GB GB H L:] DC < < L007 MM T TW �— /7 C&M C!) 00 %10 Q Ln 6 Threshold A 6 11 1 1.011 202 and 203 - Bathrooms - South Wall 5 202 and 203 - Bathrooms - East or West Wall PROJECT NO. ISSUE DATEI 4 1 ,2„= 1,_o„ 1 /211 _ 11.011 REVIS10Ns it 9 if If S HEFT LLx x F "WWX WAM d & . � MUMk Cad /\513 fq FIQ Hap VAXW Al Fixture Mounting Heights A5.4 1 /411 = 1'-0° N E 0 n, 0 U ON 00 GENERA. TES: � !, 1 . all dimensions are actual to finished -face. Ln ru po aj CL I o AU _ CD 3 i E JJL_ Cn LU Enlaraed Stair Plan scale: 1/2 - 1 I __j W / / O il! oC / / s / CD I __j Cn 2;-p p / 31-411 00 LnPROJECT NO, iSS►JE DA E REVIS10NS -See S Sheet SHEET a i ing e ai air e ai m-sec ion - scale: 1 " = ifscale: 1 " = 1 ' Eo Vm - J E � GENERAL. NOTES: O1 gm rno 1 . all dimensions are actual to finished face. CM 3 ...... Low .. o I A6.2 A6, ro .2 ------- WON=] c v N m N D a Enlarged Stair Plan � scale: 1 /2"`=o T _0 C_ EF-4fu v 4_j o io w 0- 71 W LU Lr � � 00 Q Ln N New � �f Stalrrase -.-/ New Era - - S�ai,case —/ �. �o�r_ � ODATE See 5 ihez[ See 5 Shad REVISIONS Railing Detail 3 air„ Detail - section . E , U scale: 1 ” _ scale: A6 . 2 _.-._.._...-. 5 0 r,- U Co F, W�NDOW SCHEDULE AID 102 2-0 202 , �E EE E EE � m 24" a M NZ I t r i +�E� EB `� s_ �m _ . . 1.26 ....- _...,.__. s— E ._.._.._ a A B E CH) CL ■ (f)-Window Types 4_j scale: 1/4 DOOR ASND FRAMESCHEDULE E DOOR �... o _ .rT�_.. _. _.. _. -__ _ _... _ _.-.______-_--. _._._.__ . ..._ .._._.._-__... _.�__ -.-._.�._ - �..-_�..____. -.._ .._ ._...._,.___ _.._ . . ._ OTH_ .__ ___ _ __.: �_.___� _ s ___� .-_-__ T __ _ _ 3' on -- 202. -0' V A LU _ .. _ m . 4' r-08 z CD A B A w ( 4-Door Tvpes )-Frame Tvpes W scale: 1/4" - scale: 1/4" - 1 p 0 ®c D (D Q V) F�MSH S FINISH SCHEDULE KaS MATERIAL __. _. �� i. �,, 00 IIS � _ 4s0 f�• t til — _—..�..__ �_.... „......�_..._.. - �..�� - A_. =-r —_-o.. __f- 6_,_....R- -_,-- t-....-._... .A --... ... A_.- ... _ ._ d-h- _. �':+.......-_. b-......1..�..- - R._�....-._ .-... �.....-.-. Ln L� luxury- ■■■ cc P cc P GYP P CONI _ _ GYP _ �1 r c 1 c G c c c c c Nc '� c Nc- concrete __.___.-1 _ _.._._ . --'- - ,.-.r_ ..._ _.__ __ _ -., 201 Ld L� �. P c Nc P c c P GYP P Nc P GYP ' GYP- m _ a.y._.....__.. _... -.___. _ M_ n_ _.... PROJECT NO. ISSUEDATIE 202 P L 1'" P GYP � ' c Nc_ P GYP p_P . _. P P GYM' P P - Rubber aig- --- - R yy�_. A �.x r..__� . � � w_.._.,._. �. _..__._.._�. _.._.�_.._.t.. �.�_....___ _.._.m. ._ . .. 203 FINISH -„ REV d i /-i A I^ 204 Office CPT RB GYP P cc P c1 P cc �.._ .SLR- sealer Office ayrRB GYP P CONIC P CONIC P CONI P GYP P SHEET