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Plans BUP2013 - 00165 & SIT2013 00021 qj ENLARGED AREA _.J NEW RECYCLE AREA ENLARGED AREA NEW OFFICE STAIRS UP SCOPE SCOPE - NEW OFFICE MAIN ENTRANCE _ -.. rl 11F E mm KE'I' FL AN KEW PLAN FIRST FLOOR SECOND FLOOR (FOR REFERENCE) (FOR REFERENCE)A - NOT TO SCALE - NI NI NI I NI NI NI NI L N - I NEW 2x1 MT-I • UP I I \ bI bI I9- _I N 231-6 I I _. I I I r-I I I - O— I I- ° N.MT I/rxl 11/4 UP I I ENLARGED F ARTI,AL REFLECTED CEILING ENLARGED F ARTI,AL REFLECTED CEILING FIRST FLOOR SECOND FLOOR SCALE 1/&'=l'-0 SCALE 1/S"=1'-O NOTES: JOB NAME: ALL MATERIAL IS NEW E UL LISTED. SN'T'DER ROOFING CO. ALL HANGERS E SEISMIC BRACING PER NFPA 13 V 4'-0 8'-0 1 -0 NEW PIPING IS SLACK SCHD 40 IMPORT PIPE. FT.1 I I I I 12650 5W HALL BLVD. FITTINGS ARE SLACK CAST IRON. —EXISTING PIPE 21-0 TIGARD, OREGON 91223 tIN MMY SUPER SCREW _ NEW PIPE GRAPHICAL NORTH ALL THREAD RODEL DST-10 SCALE DESCRIPTION:WlfcROVMENT- LF ORILLING/TAPPINCs NEW OFFICE AND CLOSET PIPE RINGSTEEL/1000D REVISIONS SYSTEM LIGHT H DAZARDN .10/1500 ESIGDATA: C5O IN: F-I -F- DAA 2-42- Y IL FOR HANGING PIPES V-4' SPRINKLERS FR07EC,71 ON I NG FII � ee IMPORTANT - IN LOCALITIES SUBJECT TO FREEZING TYPE ORIF TEMP FINISH CANOPY SYM QUAN 10156 SE HWY 212 0 DRA N ,# HANGER # 15 CONDITIONS, IT IS THE OWNER'S RESPONSIBILITIES TO PROVIDE FFR OR � SS N/A 2 CLACKAMAS,OR 91015 HEAT THRUOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN _ VOICE (503)655-3115 ENCLOSURES FOR DRY PIPE, DELUGE, AND OTHER TYPES OF / 155' H H • 3 FAX (503)655 2990 VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS414L- OR CGB "10003 1 OF 1 TOTAL I SH T TOTA N W F I WA REGISTRATION M SOUNDFPO55QL PRWED ODD V §= E IATIONS JUN 2 7 2013 f4_ imGARD PAIR CITYC z ANCHOR BOLT GALV GALVANIZED PR rZ., fte, BUILDINGDIVISION PSL PARALLAM BEAM ABP ALTERNATE BRACED PANEL C GLASS GLAZING W HFLOOR GL5 GLU-LAMINATED BEAM PT PRESSURE TREATED ABOVE FINIS ul IL lu RADIUS ALUM, -ALUMINUM GYP Bc> GYPSUM BOARD RAD APPROVED PLANS lu 100F] N(3- Colo LO INCLUDE UN-ATTACTFEW. ANOO ANODIZED H5 HOSE 5155 REF REFRIGERATOR FICA ON BOOK T UCTUR :24TR A 1,CALCS BALCONY HC REQD RE=QUIRED �GEOTECH RFPORT A 5AL 44OLLOW CORE (DOOR), TIGARD d lu —MISCDOCUMENTS ROOM u I5Li , BLOCKING (2x MATERIAL) HD SIMPSON HOLDOWN ' RM Of W k) '210, ap- BRACED PANEL HOR HEADER RO ROUGH OPENING RZ CB CATCH BASIN HDWD HARDWOOD SC SOLID CORF- :(DOOR) 0 z CITY OF HANGER (METAL) SHTHG SHEATHING ECT INF Approved.. "new.. I—] CEIL CEILING HGR row R M CONTROL JO HE IGHT C-i �: �i INT HT SHTRI< SHEET ROCK Conditionally Approved.............. HEATINC 5HUP, SH R See Letter to:Follow.................. COL COLU M- N HVAC :s, VENTING, A/C OWE Attached..m.,...... ID. INSIDE DIAMETER SPEC SPECIFICATIONS, -XI&TING INTERNAL AfREA6 OF 5UILDING-- COMP COtw1POSITION PertnitNumber. EtPWt STL STEEL (ASTM 36) Addfesg-- =tc Br. —Da CONN CONNECTOR INSUL INSULATION NCREA&E- 05FICe 61= ACE ON 6ECOND FLOOR 5TRUC STRUCTURAL CONST CONSTRUCTION INT INTERIOR CONTINUOUS JT JOINT T 4 G TONGUE 4 GROOVE CONT TAX LOT NO, 251015CO:2401/ 4.43 ACRE 5 REVIEWED FOR T5 TOWEL BAR CONC CAST IN PLACE CONCRETE KD KILN DRIED CODE COWLMNCE DIM DIMENSION LAM LAMINATED TEMP TEMPERED CIT**r OF TIGARD, W45HINGTON C;CUNT*r OREGON LAV ''LAVATORY til TRUSS J015T (I-JO15T) S, DOWNSPOUT DW DISHWASHER LT LIGHT FIXTURE T_0. TOP OF W -TYP TYPICAL LVL LAM: VENEER LUMBER 'ELEC ELECTRICAL Approved plans -NT MAP 4LEV ELEVATION- M15 MOISTURE BARRIER UNDLYMT UNDERLAYME N I T`To' FfROJ-E CT 5TAT 1-5TIC-5 VIC [ shall be on job site. VAC VACUUM -CH ENGINEER ME MECHANICAL V5 VAPOR�BARRIER EXTR!UDED POLYSTYRENE MO MASONRY OPENING OFFICE COPY EX15TING MTL METAL VGDF - VERT GRAIN DOUG. FIR EXIST, 51TE ADDRE56 TO 14W AND W/ WITH FBGL NOM NOMINAL 12656� SW HALL 5L'�OV. : HWY 211 ET -ILING BUREAU Ca FLOOR DRAIN NWC15 N.W. WALL 4 CE WC WATER CLOSE TIGARD OREGON 13"T223� CM OF TIGARD FOUNDATION O/C ON CENTER WE) WOOD FDN AMmved WATER HEATER IJ Conditionally Approved OP OVERHANG WHI 06066046000mm E I I— I FR FIRE RESISTANT ZONING:, - :31 - � I I � See Leftloo.Follow. Cq OPNG LUP WATE OPENING C4 FiRMG: FRAMING I -L LIGHT INDUSTRIAL �3 At ed...... PA POST A50VE WR WATER RESISTANT FT FOOT Addrmems PLATE FTG FOOTING SITE AREA —Date: OL P LAM PLASTIC LAMINATE, : FURN -URNACE (FORCED AIR) r 4.41b AC1R=S 130- PLYWD PLYWOOD z 5UILF-.) ING FOOTPRINT,. 23,530 50 FT. SITE CODE: z 210101 OREGON STRUC:TURAL 02 Sf=,ECIALTY CODE iz 0- PLAN NORTW RR OGCUf=-ANC;*r CLA651F[-CAT ION: (NON .:SEFARATED) NO SCALE CON6TRUCTION1. u- ED TYI=E V NON- RATE Lu 5H E T INDEX E* W, fa-Z -PLAN AND NOTE5 5TRUCTURAL 5PEG[FICATION5 A I 51TE 6 PRIOR j�-, I ALL WORK SHALL CONFORM TO THE ,STATE OF OREGON STRUCTURAL TO .SITE MOBILIZATION, REVIEW EOUIPMENT ACCESS, MAT;=KA 5TORAGE.LOCATIONS, AND TEMPORARYEQUIPMENT 4 FACILITIES, WIT4 M 0 SPECIALTY CODE, LATEST ED AS ADOPTED BY STATE/LOCAL AGENCIES. FORMATION 52 FOUNDATION ,f=LAN ' AN PROPERTY MANAGER JU OWNeR D/OR 42 6U,IL D I NG COD E IN A R PLAN 0) 2 CONTRACTOR SHALL VERIFY ALL EXISTING,CONDITIONS,AND NOTIFY THE Ffl;�6T FLOO' 5ECOND FUR FRAMING PLAN OWNER AND: ARCHITECT PRIOR7O START OF WORK IF DESCREPANCY c3 CONTRA ORARY SANITARY FACILITIES AS,ALLOWED CTOR��SHALL FURNISH TEMP -TUJEEN DRAWINGS AND ACTUAL CONDITIONS PORA - COND FLOOR PLAN FRAMING .PLAN ' OCCURS BE BY L0.CAL. CODES-AND COVENANTS, TEI'l- RY ELECTR-ICAL POWER AND - �,E Im A4 �5, 54 ROOF SHALL MAINTAIN AN ON-SIT'E'FIELD :OFFICE AND- WATER. CTOR AID 5tA TERIOR� ELEVATION 5ECTION 3 ALL MATERIALS, PRODUCTS, AND SYSTEMS, SHALL BE. INSTALLED AS PER TION, Z o F RaT AE 5E� FOUNDATION. DETAIL5 MANUFACTURER!& SPECIFICATIONS ANO� ARCPITECT'S-�SUPPLEMENTAL. FLOOR FRAMING DETA[L6 A ro SCHEDULE6 WALL TYf=E%S 5 INSTRUCTIONS. 1REPLACE ALL DEFECTIVE MATERIALS ONO ITIONS,CAUSE DELAYS 0 -PAGE, CONT 10 If: WEATHER,C R WORK STOP RACTOR OWNr OR RE oviNGFuRNiswiNGs AND r-ixTuREs 5*1 ROOF FRAMING DETAIL5 4Ek M SHALL NOTIF THE�QWNER IMMEDIATELY. DURING INCLEMENT WEAT Al ROOP f=L AN- ADA DETA,IL5 4 zR'�:SHALL_BE RESPONSII51_E�P T RA IS 5PON516LE FOR MAKING ARRANGEM E- NTS TO:Pkq gCT CONT c-To.iR, Rr= jA AND OECUO EXPOSED WALL AND ROOF CONSTRUCTION MATERIALS 10��' BRACED FRAME DETAIL& ELECTRICAL FLAN R To W = A6 Ist FLCO R�: 'O�E EXISTING PE PREVENT -D4MAGF_. =0 CTI 5 6, MOL BASE CA Ala 2ti,ci FLOOR ELECTRICAL PLAN DATE C; AND -Ak 11. FRIO TO 6T, T OF CONSTRUCTION, CONTRACTOR SHALL OORDINATE 5 CONTRACTOR SHALL MAINTAIN CLEAN AND SAFE WOI;0QNG CONDITIONS JUNE 25, 2013 AND 1= 'ICATIONS :,ALL PH CONSTRUCTION A PRE-CONSTRUCTION MEETINGWITH, THE OWNER, ARCHITECT, FORALL PERSONNEL AND OWNER. DURING, ASES,,Or A10 5 EC,IF -6 FROM BUILDING. AND:�:SITE AS IT ACCUMULATES. PROVIDE PROJECT SU0ERINTENDANT. AT THIS MEETING, CONTRACTOR SHALL SUBMIT _REmovE,�r:>EBRI PLA6TI iC r A CON 8 HEDULES, RFI* AND TENTATIVE PAYMENT DAT1=6T0 OWNER SHEETING DUST 5ARRIERSBETWEEN LL :WORK, AREAS AND� STRUCTION C Ali &PECIF tx,16�ING OFFICE Uk:>W SPACES., 12. BIDS AND NEGOTIATED PRICES SHALL INCLUDE ALL MATERIALS;LA50R, D1 _ FIRST FLOOR DEMO FLAN 'AND BRACING -SPONS15 FO RE IPMENT,"' -R- C -ARY F TO BE -4 , To _ALL BE E IR A I LL I SHORING THE li RK MATERIALS, CON _ STANDARD ANC CONTP. L _ EQU AND� OTWE OMPONENTS:NECESS OR THE: COMPLETION of: - S EMS AND ALL bl, To,-,F_NsUf;M SAF-F-�1C.0t�CITIONS��FOP.,$TRU,r',TURAL YSTE D2 65COND FLOOR DEMO� PLAN S. PERSONNEL DURING ALL PHASES OF CONSTfPUCTION. -0 -Y��'06R' t415 TYPE OF BUILDING,MUST BE INCLUDED. CUST MAR MATERIALS SHALL BE NEW UNLESS OTHERWISE DIRECTED BY��OWNER COVER AL4:�MAtERIALS SHALL BE STORED,- IN A MANNER WHICH WILL PREVENT 0 DAMAGE:ANDPREVENT CONTACT .WITH MOISTUR1=. VERIFY MATERIAL :0� EET STORAGE. LOCATIONS WITH OWNER OF OF TIGARD Al RFCENE W 3 NEW PAINT STRIPES -- ---- d CITYOFTIGARD BUILDING DNISION IL j VAN SPACE EXIST' CUR INSTALL NE D :3 T O O O P S NEW CONIC A "E SLAB p s p � 4 REPAIR ASPHALT SLOPE UAY'FROM X SITE PLAN KEY NOTES 0 AS REQUIRED BLDG 1/"/FT 6� AUTO SPACE 111 OI VERIFY ALL EXISTING UTILITY AND IRRIGATION PIPE LOCATIONS w AND DIMENSIONS PRIOR TO START OF EXCAVATION AND TRENCHING w O2 PROVIDE NEW WATER SUPPLY PIPE FOR FIRE SPRINKLER SYSTEM. SYSTEM LAYOUT,PIPING AND VALVE SIZES PER BIDDER DESIGN. T (L PftOP�Cz O3 REMOVE EXISTING CONCRETE /STEEL LANDING 4 STAIR REPLACE WITH NEW STEEL LANDING 4 STAIR it 33" LANDING TO GRADE) v 2 FLAN DETAIL �I ® NEW ACCESSIBLE PARKING SPACES. PATCH ASPHALT AS REQUIRED AND RE-STRIPE. INSTALL NEW HC PARKING SIGN PER GORE -1 VAN ACCESSIBLE SPA: 9 FT WIDE, AUTO ACCESSIBLE SPA: J FT WIDE SCALE I/a" = I'_0" ACCESS AISLE BETWEEN PARKING SPACES: S FT WIDE. SEE 2/AI AGGSSIBLE PAWINGO5 SAW GUT EXISTING ASPHALT PAVING IN ORDER TO EXCAVATE FOR / NEW BUILDING FOOTINGS. VERIFY DIMENSIONS WITH G.C. Lu �J © REPAIR AND REPLACE DAMAGED ASPHALT DRIVEWAY SURFACE pfd SIDE PARD AND RE-SEAL AT PROJECT COMPLETION. BLEND WITH ADJACENT fG SURFACES. SEE SHEET A3 y�N�r'JG�e EXISTING ASPHALT PAVING O REMOVE 4 REPLACE CONC ENTRY SIDEWALK MAINTAIN 1%" PER FOOT SLOPED GRADE AWAY FROM BUILDING PER ADA CODE U r INSTALL NEW STAINLESS STEEL TRENCH DRAIN AND CONNECT �XI��IN TO EXISTING STORM DRAINAGE SYSTEM. ® RE-ROUTE RAIN DRAIN PIPE AROUND EXTERIOR OF ADDITION AS NECESSARY AND RE-CONNECT TO EXISTING CATCH BASIN. LOCATE STORM WATER 4 RAIN DRAIN PIPES DURING REMODEL AND TEMPORARILY FLAG FOR OWNER -3 w '• EXIST ROOF OH OUTDOOR STORAGE AREA „ • r- 0 TL Lu � >� Z EX_ ISTINGPARKING LOT (1 NO CHANGES TO PARKING U N 0L Z UNLESS NOTED OTHERWISE z 'I EXISTING EXISTING 5UILDIN FRONT YARD 23,530 SF BUILDING AREA REAR YARD Qz EXISTING ASPHALT PAVING J � t•- QI X -- NEW HC PARKING i w SIGNAGE —1 t 230 FT _..... .- VAN ® O = BUILDIWs U- 0 9 fT. 3 SEE 21AI ENTRANCE ' U NEW FIRE SPRINKLER VAULT AUTO®_ __ SEE SHEETS A3 4 A4 kn PER CITY OF TIGARD AND COORDINATE DEMO 4 CONSTR FOR PLAN DETAILS Cil FIRE DEPT REQUIREMENTS WITH OWNER 4 EMPLOYEE i O N - ------ ------ WORK SCHEDULES. - ; n% U- > r -- NEW 6” STEEL W ?E PIPE '-___ O FOR SPRINKLER SY TEM ____ O Z O z — _ L------exist — ———— �TEMPOR4RY CONSTRUCTION Q 1L VERIFY LOCATION SAW-CUT EXISTING PAVING IN ORDER =% ----_------------- 3 —_______ 5 rJ BARRIER PER OWNER REQUIREMENTSq Lu OF WATER MAIN I EXISTING DRIVEWAY TO INSTALL NEW FIRE SPRINKLER _� UTATER SUPPLY PIPING. REPAIR PAVED ® PIPE THRUST BLOCK SIZE AND AREAS AS NECESSARY. EXISTING DRIVEWAY LOCATION AS DESIGNED BY WATER FIRE SPRINKLER SUB-CONTR O Q FDG LOCATION ON S I METER -MAINTAIN VEHICLE ACCESS THROUGH THIS AREA O Q SIDE OF DRIVEWAY o F.H. F'P. PP, PP. PROPERTY L INE EXISTING FENCE-y PLAN NORTH S f TE PLAN DATE Al SCALE 1" = 20'-0" REV. AUCs 9,2013 THIS DRAIJING SHALL BE USED ONLY FOR THE CITY OF TIGARD BUILDINGtiD DEPARTMENT APPLICATION AND IS NOT CONSIDERED A SURVEY. VERIFY `��+' ALL DIMENSIONS AND UTILITY LOCATIONS PRIOR TO START OF DEMO, : c p.pIJ SWEET NO. AND CONSTRUCTION REMODELING WORK AR9 0 Got4 1 1 OUTDOOR STORAGE i� GAREA 2430 SQ FT I 181 FT. I : ` _ CO INFORMATION � �.D � D .• 4 5 OCCUPANCY _1 CLASSIFICATION,., B (NON-SEPARATED) AT ED r CONSTRUCTION TYPE `Q B v' FULLY S PR INKLERED Is 2 23,730 SQ . TOTAL RE T T T�4 AREA SEE BEL. OW � T MIN. C4 SIDES) OPEN SPACE - 30F DE S�O, WIDTH T1=�4 0� i�� fi- I I II _ 0.15 FRONTAGE SQ FT. - _6 22 FT.BU LD(NGPERIMETER NO CHANGES TO S RA OCHANGES TTH O AREAREQ _SEPARATION O ccu PANC I S•. NONE TAB LE 508.4 i SSt4NCE RATING:• NONEBU1LD(NCELEMENT FIRE RESTO CCS _ 1 ) U 7A BLE0 rmxISTIW-z SLIDING EXTERIORWALL (�E RESISTANCE NG� c�T ING NON ES4� SQFT; r_i RE DOOR TABLE 602 `I I _ NO. OFOGGU OCCUPANTS At NEW 2nd FLR ARE 0 NEW FRESPRING.E SYSTEM REQUIRED a OCCUPANT) 1 1 ,SF. P TING N NEW 1 DINC�s AS t BLE 104.1. C 00 PER U T�-I . .OUT XIS D E BU L RE RU E EXISTINCs W ALL , SHAFTENCLOSURES: I- -GU RATED 10s•4 t Ga o G �r V E lSr INs ROLL UP OGGUf '� � A 4 — FIRE DOOR ' ' $� .D A BLE503� V l OCCUPANCY: ALLOWABLE AREA STORIES. f( Qtoo ry • ` : d113! _ ._f � U o _ N E _ R' E_ QUU P I' _ _ ' , - =Jdu II(i iII(I ' _ - 01 - w M FI R O >:Q K 5T o. R AG -�E 9c1 _S 0 -m 01� 0, 0 0 S F (1-STORY) 19_ -t riBOGCUP4NCY " SclF' _ fY r 1.z . .QAO��lO1^,V .0a n,. tN SF C2_5tO 1 ) NEW FIRE SPR1NKLER vY T P MREQUIRE sto ) EXISTINCWALL S � OCCUPANCY 9OOQSF TH U_ T � IStIC4ND BUIL !NCARE45N0c0V1c�Yi.nnlt- IN N LL AS OCCUFANCY � LOR AREA z FOOTPRINT AREA 23 30 SFBUILD(NCSTO A ( 1 ) Ex(sTINs WALL FIRST FLOOR OFFICES C ) 4400SF sQ T. ON -44' RATE WALL SECOND FLOOR. OFFICES ( )a 4135 SF A Ilk , AT SWAF1 NO CHANGES �O THIS ,� 4 - COMBINED INT KIORF OOR AREA 21A65 5F COVERED EXTERIOR STORAGE 2 30 SF INTERIOR 4EXTER IOTA AREA 30 95 SF NEW STAIR 504LLOWA EA AREA 33SF BASED ON AREA INCREASESEXIST{NCROLL UP FI EDOOR92QrEw SQ aNEW OFFICE AREA , 5 SQ FT. FL )D T NT A�CE W FIS E SYS M UIRE TH OUT ISTI AN EW ILDI A S EXISTINs GATE DOOR SEE SHEET A3 AS FOR DETAIL PLANS �'.NrZ STORAGE (5 1) zi845 SQ FT. 00/1 F SEE SHEET A3 FOR MODIFICATIONS THIS AREA REMOVE AND REPLACE EXTERIOR ALL ExsTI� WALL EXISTING WALL R. W: iPLANDRI ( UADATE JUNE25, 2013 &CHEMAT I G F I R5T FLOO 5 2 13O R FLAN SCALE: 1/8 1 P. Z SHEET FIRST FLOOR AREA: 23,530SQ FT. 4,460 SQ FT OFFICES (B) 113,010 So STORAGE (Sl) r 11 .6 Y tftN 0VJ�1� # o . 11_ Q Q _ ZZ W, . . NEWW WOOD GA N W/ PLAS LAM.COUNTERTOP R TO A S S£L£C 7£ D Y ONER W_ W fcn- U � -`Q❑ REMOVE WALLS A5 INDICATED INSTALL NEW 511 WALLS WwiAPPLIANCE PROVIDED Y OWNSRINST INSTALLATION CONTRACTOR OD SHEETROGC EAGH5 £: 5EEWALL TlF£ D TA!L5. U_ _. ,. _ _.4 ' ❑12 SAW-CUT W-C Ut . XIST' ING GONGaEt£ WALLS AND D SLA" TO PROVIDE R E QU RED _U. z 2NEWSGDDORS,W!LEVER:STY £ -AWAS££ SGHE7 LE FOR 2x6 STUD WALL W/ OPENINGS FOR NEW WORK (DOOR OPENINGS P P , FOOT NGS W- m cWiSCf rd QR2# INSULATION AND FRAME MATERIAL TRIM OG : v N �-. INSTALL NEW 2 _ $ AND AL z W T `WOODS � W/ AL OR PT 4, w Ii 7 LONG .WALL t"iE F 3 Ftflt OU IL 7 A N£ RR 3 F Hi SH B WO D ,4ND FED .ROM OWER OR S PANEL LL E R£ RKE p P c� EXISTING EL£G SH££TROGCFINISH. t PA !N tD MATCH ADJACENT 5i AG 5. _cA NEw TGamROOM. ut ut pflC NE W _ W 00 DR � DOOR t . NEW lNSUL FDR OF G RA$ $ 4 R S , a INSTALL NEW VERIFY FY T NEWIN r �LECTRIGAL PANEL48 INIGATED.ON PLANS{NSTALL SOLD � BLOCKiNG !NWALLS ATtAGHMENT WIND WINDOW, 5H£LYEs ETC EN LOCATION WITH N£ 5 Mi INstaLLCE#L LG G AORsc�E E IDli tWo.#Z ~- csAp. W_: . 1u. 4 a2- - QI 8 19 .. _ D 'RA# 5 $H . LL B E ` ` #S ALR o EO AR T 0-P PROVIDE ) DES .PRD IDANDRA#LS A7 EACH SIDE OF.STAIRWAY. WAN dNSTALL N£WLOOR LEV£L#NCGQMPOUNDTH u f--< ._ U W d_ lu �-oU VEPLACED,NOT THAN 34NOR ORETAN38 A$OY£ THE STAIR TREAD FLUSH, LEVELFLOORTOMATGH XISt! G HALL, SILL 20ABOOSt 0 NOSING. HANDRA#LSPRO3£GTING FROM SHALLEPYDit 2, 4, WITH FIN FLOOR bIOVE EXISTING.LANDNGtSTEPtO PERMIT INSTALLATION Or NEW ARAGEOFNOLES THAI : TWE£N THE: SURFACE AND i p d „ , AN S. Q< � t! WALL <� AX : ' GONC X00 #� D 2 M . __ 1 t : T AST i .AND W T HAN # HAN RA D OFA L£ DRA L D L DIAMETER a TER Q ; 2 YGT.FLOOR b ` 5HAL L Q U ooR t CEILING. U- [171 . 5E15 t WALL5ROOFGUARDRAILS S-ALL8 :42 M#N#MUM Ht. ABOVE ADJACENT FLOOR SURFACE d, n — BEDACOMPIANT_ U — ! OC TA 5. .3 TALu A AT A CLOSET. `INST RDE L N _ 5 # S5 STEEL GRA B W G 5£ ALL NL £ EL $ RS WATER L PE _ # # 55 L # AGCE $ if- �. :FOR �## N COI�11E R'i'OP T'fP AL CHA R 18 94 G _ W C1<Y i # AND HEIGHT SHALL CONFORM TO 8t!#LD1i� CODE, PTE W d yQ T WATER:COOLER f- O 19 A COMPLIANT ELECT.. AD HAILIFT,-42 x 4 7AvS ❑NEW.V£i�1'►GAL`Uk-#FELL R S PL �# AGSN - t F#: TI-# W,4l.L rsfi_ ._ £W GA . W _ SHAFt.SH100"#50 B P XED RAMP ALLL _ O OW HE ROOM T AD# S ALL# TINr WA PEN , 5 .� POGA ; TERY£ AND REL TE EXL. # II `: EMODOOR AMER GL DE MO I�M'_ UFACTURE DEL AN R. QUI AS REQUIRED. t UG#-# ADDITION A _ HRO AT ED R£A5 ROUTE REMODEL ---- #. F ' 1CAtlONS NGLUD 9 YI NGS. S AB £ SHOP RAw FOR STEEL R r PRO. . D D ALL _ NT TILE ._ IN CEMENT VE FRAME O/APPROVED/WA{..L 5 SHALL BE INSTALLED 21 : FLOORS GT 1U STEEL TILE STAIRS,GUARDRAILS,CONN£ ONS ANDS RAL. 1'£ R5TRUG T ❑ _ . —-———= EXIST.' 9d - „ F Ills 5#-tA�LL BE oPNGLoon A NT. VINYL 51.1EET A ERL .TME A RD UNP 8 GKER BO 4 ` . T AYMEN ERL _ G!F! D UND MANUFACTURER'S SPE r0 - T STU 5 lC�1 OF NEW STRUCTURAL INSTALLED OVER MANUF TURER E_ CDN$.:_ WALL AFTER COMPLETION,R� TRUC D 4MPL 1 ATIONS> S NG WO FOUND AND STEEL WOOD.FRAM RK I t BAR TYPICAL 22 H D SHOWER HEAD ONADJUS A$LE AND HELD EXISTING _ _ 14-3 9 : :DOOR` NEW • DOOR 2 DOUBLE TER OUB LA OF If _ :. X I TTPE Vit_ _ _ CsYP I I 0 - . ---- - REMOVE;E EXISTING- STORAGE FL R$RD UNDER iI� RISE � _ Mihks ABOVE ORDER ER FRA TTf'. sir i I1 t S ; TO iN5TALL NEW STAIRWAY STOR i �• r0 z S VERIFY lu ---I F- I WOO FRAME STAIR. ATC UP EXISTING PANEL PO WE DOORR LIFT U WALL BE REMOVED X I 1� TI OFF IG 5 I d I I I I i i W .. I 1 !I! = [GTi01u �REMDvE EXISTENCSTAR _ A _ , i ANDP i I i ATGH cFLOOR Loop �r a I # # ! I A A5 REQUIRED. ,._,. —__.....__ SLAB RE L -}-OR I > USN: ... w. �(r FLUNO SH � EXISTING �k� POOR X a E ROLL-UP. P DOOR �U m L , -8 C SLAB. NE GON ENTRY N W G L SEND _ N M T IK SEE RA P ilk SLOPE. �/ O DRA TROL AN SITE PLNO 1'E8. l� [75UP s t F OC7 XI L R � N cJ�iNG GC�ICREtE E O VCT FLOOR ENTRY CLR EXiST#NG MEtAL - N ' AS RE GN1.i RED _ _. 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B T '' O LOCKS L ` t2 3. 0 x 6-8 # 3 �� C SG WOOD STEEL HR ii Sfl LABEL DOOR BOTTOM5DRIPS, AND SEA 5 AS REQUIRED'FOR EXTERIOR DOORS { 3 I X6 P> 8 1 G OD fi3 ScSG:WOO WO T Y OWN _ _ D FINISHES S SELECTED B ER . 5 E5 Ha E SELF LL B A HARDWARE 3. L L 3 — / 3 ` 2 0x6 8 , 1 G WOO 14 SC WOOD D •c 4. ALL DOORS SHALL HAVE STOPS. PS. LOGA T 5T0P S ON WALLS AND/OR R FLO AO 1 NR D5 D_ _ _ 15" 3.0_x (0-0 1 i B SC 1KGD WOOD80 S NOT TO WIT# FINISHES, NEA B OSPACE,NTERFERE Y ACTiV(T1ES F � \ T I A OoR AREAS. - _ 3 OU ES/RE+QU DAD L RE / ACGE58 SLE R RE 6 4 2 x 8 C WOO SC WOOD D - _ _ . . .. . . ` 1�' 3-0, X 6 8 a i C SG WOO Di 3 . OOD5. P_ MANUFAGTURED:DOO SYSTEMS SHALLINCL INCLUDE INSTALLED C UOINGTHRESHOLDS AND LOSE _0x6_8> i3/ii SG WOOD WOODHARWARE INCRS i5 2C�cRErE 250 PSIMIN 3 0 C 3.0_x '# 0 . 5 i9 2) 1 A SG W00 WOO a D D 3 _ — / 20 0 x 0 fi _ 3 NSUL HM STEEL}} 4 HARDWAREGROUPS - S. TI_ ADA STANDARDS. T E Cs A MAI INGx f S ;=LOOK D00 IT ATCH$EtS ME N ALL RE N IR RS W H KNOBS QUI.. A CH N T TO STYLE L RE RE A OU LEVER f GROUP I EXTERIORIOR HEAVY DUTY ENTRY LOCK LATCHSET W/` DEADBOL t , _ EXISTING DOOR(S) TO REMAIN GortRAG7o R = ' QUANTITY BALL E INCHINCsES, AND HALLYER(CLOSERTH ESHOLD i_is ATW TI NCx WE E PPI RS _ DOOR NOTES LEGEND N GROUP 3 PASSAGE LATCH SET, i � PAIR BALL BEARING HINGES, CLOSER AND . .. ' HOLLOW CO R EWALL570P L VERIFY WALL THICKNESSES FOR AL D00 FRAMES, HG BEAR ON UNDiSTURBEDi4 SHE WALL LOCATIONS AND STUD 512E5 VARY SG SOLID SOILGROUP ` GROU 3 L ATCHS T WITH THUMB TURN LOCK, (OCCUPIED VACANT), T), 1N5UL INSULATED 11/2 FAIR HINGES, INTERIOR COAT HOOK, AND. WALL. STOP 2, ALL RATED DOORS SHALL BECERTIFIED BY FACTORY MUTUAL AND NOD l A ,4L UMINUNi ANODIZED, A A5 SUCH. LUM B L BE ED E L � _ _ ` .. ` HM HOLLOW META L�RoUP ALA?GH SET W/ STORAGE LOCK, i FAIR BALL BEA #NCHI GsES, Q � � �I� AND WALL5 OP 3 ALL GLAZING-WITHIN-DOORS BE SAFETY GLASS AND LABELED. SLASS:S ALL BE INSULATE TOMEET EXTERIOR:CENE� CODE 1--- m A�iwa : >N a 1 SCALE: 1 0 -CRO UP _✓ LATCH_ 8E W1 MATCHING DUh71Y HARDWARE,RE _ 11/ a PAIR BALL BEARING. 4. ALL DOORS NOTED _ L B EL SHALL EPROtE..0..TED 8Y TIGHT.- HINGES, _ HINCEs TOP t £07 BOLTS, ANDWA L57OPS E DRAFT ASSEMBLIES. �-- r( FITTING SMOK - _ , _. ' ` a a -t ATGHSET W! DEADBOLT 6 EXCERIOR HEAVY DUTY ENTRY 5 (THARDWARESCHED LE TO ARCHITECT TO �SU8M - :CLOSER THRESHOLD T FAIR BALL BEA NCUEATHE RESISTANT ORDERING RtTY #`CE AND'u SEC aTHERS (PINCjA r _ 6. ; SUBMIT SAMPLES AND . SHOP DRAW!NCsTo ARCHITECT HIT CT AN D OWNER GROUP ' VERIFY AND COORDINATE DOOR HARDWARE WITH LIFT MANUFACTURER PRIOR TO FABRICATIONOF DOORSAND FRAMES DOOR O 'ERATION.IS CONTROLED 8Y LIFTLOCATION. O� ;a Z' SPECIFICATIONS.SEE. . FO ADDITIONAL REQUIREMEN75. a ln- ` .. lu GYP D. FAS. FOR. B tENERS r STUDS.. Cx O WOOD YP B RQ. _ a` _ IZ O/C OR,taiTYPEW DRYWALL SCREWSis t� _ �i �i V 1HEADS ..._ . / IC ' 71 0 A NAILS WI A 1 hdG0 TED. L � CV :. -INCREASED ' NOTE FASTENER SHALL 8E _. A I/ SHEATH'G 7 T SH N S E NAILING T�I,I RUG Y -IN WH #_ B s EN `l _4 O- ,i i : t B5` at R/e D ►i T- OYNi° 'EE S- # D _ 3 ! , _- _ `. OA MT_ E# UD 5$. � ` R 2 ` l' �IN S U L Cx"Y F . B 1I R: D - _ _ _ ` W P>#tI _ # ` P» _ , e F ! i i I i _ 0 - 1�w - S : 0 ' ` U 1A - ; L L _ : .` _ z` x WD _ D iWs A STUDS D L sR EA Cr E #6S Si i aF O/ C2x4S1U 5Ar6, O/C Zx� srUDS AT i6ii O/C x6 STUD A3 2xa STUDS size STUDS AT ON 2x6 PLATE ON 2x8 PLATE VER1F' Iry If iaTYPE ibo O/C STUDS A716,i DC _ Zx6 WD GYP 50. 16b O/C: GYP BRD a/aO TYPE a i. �YPsRn E —EXrERURSIDiNCz 5(8i1 TYPE GYP BRDX EYP 5/8i, rCPE XCYP BRD BOCµ;SIDES �r $#DEBOTHSt ES' MO(Sr. AFI R W/ t8ii TYPEia GYP BRD 2xBLOCKINC AT 10' SOUND BATT INSUL SOUND:BATTINSUL _ SOUND ' _ ORZI # S, ULATION #NTEfRAL RA# SCBEEN 8C7H SIDES' O/C MAX ASREG1lREDW , iPXGYAL7P D. PLYWOOD $HEATH GSOUND PER STRUCTURAL C3i/xiBAT7S): ��L � TYPE II � ac G2 TYPE 11 � 11 11 U4 1Ytic 11 WALL �Y�� 11 1 u� TYPE Ii SCALE: SCALE SCALE ii:1i_0,i SCALE:LE. SCALE SCALE; SCALE. t EXTERIOR WALL 1-NR RATED GA FILE NO. 3514 OR PLA7EA7WALL BEOND NEW Zx STUD PRE-FAB SEISMIC R C BrN 7" ... �.r '` }VaalaU - :L aa11 - JOtN7 w/ STAINLESS—) _ z.CI�C.tm_ntV_l 1 3; rNC.�( WiiNI STL COVER PLATE FLOOR MATERIAL 2x P STUD 2 WDBLK'fNEW GLU LAM x STUDS Z OEXISr CONG WALL BEAM 16i O/C"NEW 2nd FLOOR NF 5!8 TYPE BR? aW UN 4tt 'EXIST GONGA ii ` BOTHS#SIDES SUBF1OOR r GYP BRDELOWrW/ ESF FOUND B5/8UrYPE XCYP I3OTH S1D INSULATION REc !REDMTL LASt-# Ks 1 BD BOT SIDES NAILER PER NOT SHOWN SNT METAL PER SPECS. OR EG1 F'MENT ST�,CTUR�L EXPAN .Jt. _ MEMSRAKE -OR WALL TYPES JOS7 PERSTRUCT, LEWALLSS BLE FIRE- [N U 1 QU1 :MENT 5S»FASTENERS OUTLET BOX'7 2xR4ii NEW STUD W/ CLEATS 6SQlNMAX.ALLNEW STEEL BEAM .W U: #L 4JOISTS NOT SHOWN �614T METAL XE)1ST GONC WALL 4i EXPANS. JT. SHT:M METAL# � MB FASTEN TO CONGWALLMTL CORNERSELFA NES.NEW TEE ONLY CLOSURE _ GYPBL LDG WRAP €€ -- - T / �AfTRECESS CORNERSSALE 1 SGALE1ni 0n SHT METAL CLOSURE._ FASTEN GLL ONLYtvor * DE SCALE. SSGALE CALE FLOOR GCVERPLRTESSH LL EXTER14R 3L�G CORNER PATE STUD UA L TO EXISTING CONC»�UU4L _ 7� . MEET ADA. CIDEL E _ a SCALE. SWEET STU r0U,_ .�" OP OP V.. �.--_ a N am Q Q LU f- _ cq Wr*esT N CONTROL' _ z a , a Q a - L$ THIS W NSEE DETAI X Qs Om w ET FOR CRAB NU 0 i_ j UU N 4 A T AN 8 R LENGx rIS D U Y w d AGci S. Z 5 . B NCxREQMT 4, towE �'WN 2 Ca�tTE p C R OP d Q p pp �. Q 4 GEN MIRROR X -3�4.,MAX WT. R TE RROR t 'w < ON V 3Ca N LA ATOR1' w E :W U1 T O A W LL + Mi _ s N � 2< MIRROR Z N zz t- � i it W Q i i 2 -: - 6 12 2 Gf�rT STAINLESS---� � I N .-X -w u.: NLE Q ,n z N U u: STEEL ANNEL E-W -aQ! WG MAT RROR EDGE _ m � X4$OL D WD B OGG IN _ E _ _St � - WU _ Q E a►: WALL FO'RA CxRAB R B _ Q ii 2 3 OG 36 �--, ,ct Q 2 �d�iPPOR1" _ _ F' 00 L 1z G.4 F _ �3 L4Q R : LOO +- M! T. R RROR'BO a u d _ a Q d N 9 Ll z W Q lu WALL N ,r� . U- 88 A . UNCs L V A CsRAB B R TYP : N N !` U tt�� . V. -}� �=' �' Gt. 1� 1 O A _ � G>� 7"'1i AT � h. GCS os A WATER OSF'1` CL L LE At , LEVER N ; . U WC T 1!A fY OPEN D ,. E OF_$ ALL �[ ' o 1�U G 1'. W �? ,ice _ ��' C�4T K �"G1-! 5 I EN ._ � N _ D G 1�"I" _ 'GCS C� � , L _ w : N A SU IN PIPE L TE D RA :. it N O OS$ TiONS ft2tRk,tG }!09.10.A 93A C$PER D SPEFi Cs. 23}09.10.$.5 }}0 3 U 9 Z Q_ Z _ n E }1 293.2-: lifd9,23b: 4 E QJ9Z3.5 FLOOR i LLHEouf t �"' G L Lr/ Es$11" EL NTS 2 T a�: CJ s r ii i i _ i i. sG m- G LE 2 PURLIN "IN NEW TOILET ROOM M Ff XTU GLE ARAN C. fla 1 M` PURLI N _ [ V _ — r PURLIN r - r (p _ - r CO1V7, t$MrG $E 1 EXPANSION JT At ROOF. W .. ALL CV INERv +1.CT� 'f E EXlSTI -- NCx GONC W ALL ,,tttt 'V m _ A_EUTSs .. <NYA C 600 LB M X WT. ` FOR DNT METAL I NC A _ MIGr CtiN IS� CLEAR FOR $EFAN 0 EACH HVAC UNIT ROOF WALL O oEXuNLT SEPARATION uLRIFYROCF OPENING �CT EN . UNITSI ` d Z, :> PRIOR t0 STA OF Rt VTR ti at vEN oR5 GONE -_ROOF L Tom' IGtION :...I _ - C.4 22'-0" t2 . 0 x VER IF't' . . " : : I :... ..: .. ::.... : :... :.:.........::....:CONT. SEISMIC VM : EXPANSION JT ATROOF WALL 4 Ft- x 4 Ft NOM SKYLTS. INTERSECTION;TERSE ON • F ,4SC-11 W/GLIRB AND L NC,x 4 FT 4 r<7 : . JL x_ NOM YL ; SK tS. : OL W1 GUAND FLASHING , RB LArv-H NC7r 4 G GLA FOR SEISMIC; 5iNGLE 'f F'L ROOF SYSTEM AS ION A T SEP RA _ 5 C D OIUN . . ELE TE 8 ER EXL15-TING f n a� 51NCxL PLY CO `r L R 4F SYSTEM ,�$ (NO CHANGES) .�. . ., T `sELE. ED r c o I� R €3 E a !.1_ v Q d l,, . . U.l . . m - N N w X r Lu w 01 . . 0 a o OEOF EXTERRFFrE IOR .F.ACE F WA LL SELOU .. WALL.. BENEATN o: Gti f lNUOUS CUTTERNm VERT: SEISMIC _ A EXPANSION'JT P r Xr$fi! XI t 7 RE R.E NCs ROOF PANELS N S INCrt 1 AL MANSA OF E RD RQ THIS TI SE£ H S OGA CNt iN L_ AND A _ COORD TE / T U1 NEW CONS ION TRUC WORK, 2 : l DATE _ t.ME 0 3- AN TH A fRT 1 A L �fAN _ c RN SWEET Y EE + i ii ,i SCALE: _: ,. 1 � - {'/. F t*Kz-MATERr ALS S - PEGS ,4NU INSTALLATION NS ,4LL�4TION-A RE BYO U�IER [s 4 L S'r'M C� S CHto aEDU LE a w — _ _a lu _a DUPLEX RECEPTACLE UREGE55ED CEILING " IXTU 4 : a _.t O n: U o 0 R MTDDUPLEX REGE PT REGE55ED E 'EBALL LIGHT FIXTURE.RE F iQ t- r- i-I ' Sa COVERER ` a> WITH BRA U _ w _. z f- d tU L MOUN AL FIXTURE z TED RE ` tuPHER IIt PROOF - Q UJE A PR II �i J _EXISTIN Cs W SURFACEMOUNTED I_L LIGHT GNT FI XTUR E c,Fct CROUN FAUL CIRCUIT INTERUPT DOOR NEW w.0.x w 11.. wDOOR' DOOR N zz_ , �2NEW 1NSU1 NEW INSUL PENDANT MOUNTED IL LIGHT FIXTURE 220 V. RECEPTACLE WINDOW WINDOW pp11C , ?- TV'OUT T GA LE BLE FAN / LIGHT �a SWITCH _ lu, T FO L(CsW / HEAT"`LAMP GOMBO __ , _ a �z 3-WAY 5ul1TGH d . 0 U_ . a . O SMOKE DETECTOR w _so o a n -� _ .ADp EDr ; SWITCH WL .I~ ME R N.w X : w ; qG _a RELOCATE ITCNE$ WNERE DOORS t SWlTGNU/ TIMERtu EXHAUST FAN f tj AFSMGTM FURNACE OTOR w VERIFY L 1oN$ W/CRYww TELEPHONE- MULTI-LINE _O 4 Q a 1 EXTER ALL MOUNTED FLOOD th ` , L IGHT GOMPUTER INTERNET> PO RTFfi � MOTION DETECTOR ACTIVATED _ �a0o EXIT SIGN (ILLUMINATED) UNDER-CBNT. FLUOR LIGHT Ma : - - ' ; DN ' a .. I NEW :5Efii�S5W PG R KL R : 1 1_ � t .. ' .. $ R_ FS _ - 5U fi ' _ -r o� _ D- U � c � : , _ - : _ s TI i�xL8u` 'o_ E s c N TLR SURFACE MOUNTE RECESSED STAIR LIGHT Q X G HALL Do , ,TO ACK_ pRY "( . 3♦__UUZ PA NEL R OR LiFt EXI -5, TING O f lO Cu RECEPTIONLIFT PROVDEPOWER 4 S RL PER.M NUFACT SPECIFICATIONS, EXI$TN ROLL UP DOOR .a atOVaJ_ _ :- _rNN"m CALLISEND E'ONTROL RE AT $WITCNEs T THrs DOOR , OGUPUAND, _ CONCT o EXISTING LiCHT F!XTURE$NC EXISTING,METAL GATE TO REMAIN EXISTING LT FIXTU S ATNAL1WAY EXISTING 01 VALVES: x 8OPNG El V`RIFY LOCATION OF. ISTING jjj cLas ILEX putT$.AELECTRICAL rA$RE IlREDAt0 NEW 4 no ISUFFLIES COPIES on NoPAN THIS AREAELEG WH N CENT. X MW GR rj Ll lu TOILNEW STEEL O- .SU SURFACE MTD FLUOR1fN CFFfC 5 LTIXTU F X -0 RE 1�NtO(Yn�N'0 w o EXISTING ELEC PANELS FUR: SEWAGE PUvtPS FE ELECT WALNEW I EXTERIOR WALL, $T� L SENOR FIXTURE ONC- ai:— ., : -0 CLANUI 3 e i ._ PAM J 25 2013 NORT AN 'J SWEET z PARTIALI F h�AL PLAN. CC gC 1.E: 1/4 sO N or ;d? a _ n a <t w+- _i _j Itl Q O . U d Z146O Z Q n _ IL: EXIST DOOR 'RE_M0/z DOOR_ t FRAME ANIL D ; q(C w _ wPcOPEN1NGT MATCH _p0± _ t-> _w zz 4. ADA- -w JNT:&URFAGES �..... C.E JUQZP tt•. all U cp 1.1.1 . .... RE LO_C_ A`E WITCE S _.WHERE EXIST ' I - —a It 006AS AM MOVEORADD DOOR w .zU ; nU <i WI OU>hERVEREFILOCATIONS Up„,,,, d�w _ _ n n: 4 Q a:- �i X e u. lU _ w U_ U ..r tK _ 3- <L _ w Q fiC OFFICE EXISTING TI Z EX 5 NCS .TI EX GUARDRAIL U ET XIS TEP E XIST _ I ; �i A CHASE A IC AL ! I STAT U IN PRL E3ATTER'1' -U -1 HALLWAY _,.._.._ P 2 II '' t*'t .. . POWER: . , CLOS LOW PROFILE..FLUOR U 1 T_FIX NTH IS FIXTURES I tjT L REA A IFTTO IOPEN FOENPURLG ( TH -O T NG RUYP$RD EILREA L OFFICE 2 O C O� � G OFFICE GO , ❑ D F PU IN RL � Lu _ N N i�- XI TI NG GONG E WALL S G: N f WALL n XIStING EXTER OR `--- E U 3 3 N iR E01=AN AT A X ST L HAU L _ HALLWAY TOILET $ WI h a ROS”t T IMER V r' T ( 2 TOIL 1 r -� r Ln I n I I 1 I D I m I 1 � _ 1 I i I c,Fr i f 1 1 o o , _ o 0 I I I L L 4FTx4FT Kort SKYLTS. -( r F r -I I 1 1 ! 1 i i I I I • , i i i L_ --1 L-'--__-- L.__.__ EXI &T J 4 FT x 4 FT NOM SK7LTS, - r If r 1 r ! i I ! l ! i i I I ! I r r r r -I a o I I. Q . ! I ! Z I _ 1 1 i I 1 i 1 U ! i I I P o 0 G01�1 RE Q Q l !.0 1 = 1 1 x L_ L Q w m N N r Q ILI !.0 JU QL� ,CJ 14CE OF EXTER OR L R BEt*CE ATH WALL _ XISTINCx 00F i� ON E R Z FL AN 3 2 >a , 25 2m!I$ '4c 9 . .:r .. - .. d � OO ELECT'Rr1"� r PART � a ,� SC _ ._ It4 t C P. ALE 0 . SWEET oir.. . I I I I . I I I I � . I I . I I � I � I � I � � . . I � � I I . I � � � . 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I I � I � I I I I I I I , � I , � I - I � I � I 11 � THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET I � -R SAFE - INSTALL INSULATION AS INDICATED ON DRAWINGS AND PER STATE ENEf;r=Y I I � I � � I � I I � I ­ I PROVIDE ALL EQUIPMENT, SWORING, AND BRACIWs AS SQUIFZED FOR THE' I I SEE SWEET 61 FOR ROUGH CARPENTRY AND PLYWOOD SPECIFICATIONS. � I 11 . I I I �� 11 � � I 11 miNimum STANDARDS FOR THE WORK I I , I � I - 11 I I I � I ''I � I I I I " - -- � llll�I, I I I I— 11 I , � I ­ I I I I I - I I � - I REMOVAL or- EXIST1143 BUILDING WALLS,�FLANTERS, LA��S'CA W; EWALKS, 11 � I I I I I I CODE. I I � � I , I I I I . I I I - � I - , (U5C) r I . ON DIZW Z � I - - I � � ALL WORK SHALL CONFORM TO THE UNIFORM 5UiLDIwx,COPE . i AND OTHER BUILDING C40MPONENTS AS INDICATED I . I � I ALL INSULATION SHALL COMPLY tLV ASTM C-665 I I � I � I . I . � I I . I I - I . . I OREGON STRUCTURAL,SPECIALTY CODE - LATEST EDITION, AND I I � I � � I - .1 I � I I .1 � I I Ar I PLIcABLE OSHA REQUIREMENTS. . I I � � 2. NOTIFY OWNER AND ARCHITECT OF THE DEMOLITION SCHEDULE AND PROVIDE FINISH CAMPENTRY, � � � I INSULATION SCA-EDULE- I I 1�I , I I . I I ­ � ­ I I � I I A MITTEN SAFETY PROCEDURES PRDoRAm FOR ALL PERSONNEL. I I S � - I I I WALLS: R21 FIBERGLASS 5ATTS W1 KRAFT,PAPER FACINS I I � I I � I I I I I I I I I � I � I I I . I I I I I I I I . I I INSTALL CASINGS,.MOULDINGS.15ASEBOARDS, HANDRAILS4 REQUIRED I I I I I I . 1. I I " ­ 0 - -ACE -15ERGLASS BATT& AT NEW CEILINGS I 11 I � 11 � 01030 ALTERNATES AND�WBSTITUTIONIS , I - I � I I xpo oNtmAwmis, scwEDuLEs,,AND DETAILS I � FLAT CEILINGS R3o,uNr , =o r I I � I . I I I � .11 I I - 11 � I - ,o START oF. �� L REal RED TRIM AS mir,A I I � �I I I � I I'll I . . 1 3. ,PRIOR T I ,DEMOLITION WOW, DELIVER 4'PLACE AL ,� ­ I I - I � I � I WALLS (FURRED1 _,R5 RIGID (211,THICl<)AT CONCRETE MASONRY WALLS I - � I I I I I I I I � I I I - I I 11 I I � � I ­ I I - � I I I I � I ; li�m -BUILDING I I ,� � I - 1 I I 11 ­ I I I 11 I - I I I I � I I " I � WHEN CONTRACTOR PROPOSES-,MATERIAL SUBSTITUTIONS, WRITTEN , , EQUIPMENT AND�DEBRIS-CONTAINERS:ON-J052 SITE. PROTECT EX Nd.s: � � I � - � I I I I � I I I I I � I ' ' ­ , I 11 - 1 11 : I I � I I � 11 I I 11 - � ­ I _ , _ , I- ' 'I -_ - I I 11 � I - I I I ER SLABS. ' I I I , , I I - � I I I � I 0LIZSTITUTIOWRE4�5�SHALL BE SUBMITTED TO ARC14ITF-CT (3 COPIES). I I �_ � I COMP04ENTS FROM-DAMAGE AND REPAIR AS REQUIRED. I �. 1. I 2. Eo(TERGIR TR � 9- WIT+4 G*AlN6e%-S*EEI= NA11:6- I � UND, � 1. RIS R101DEPS BOARD.- 25 p8l MIN C421P. STRENGTH I � I I I I . I I I - I 1- ­ � "I 1:11111 ­ I I I I � I I � I 1 . I � I I I 11 - � 11 I I - I I � I I I 11 � � � I ft ,,,mic lo"�v� -Ivw:A^ T_dMI!*R OR�9t4 t:*lNAvm �,; ; 11 I I�. � I PRODUCT DATA AND NECESSARY SAMPLES SHALL ACCOMPANY WRITTEN I I ''i I � I I I ­ ­. � I p Rip*$.&m;�.l - ' � �� � I I . - � moAm ROD AT wmows, STOfcs 4 BAFFLES AT � I I �I �� I I I 11 � I . I - 11-0 YEAR- .ACCESSORIES. compRessieLE r - I � �l I � � I I I . I � I I - I:,��, 4.- LO CATE,�CON � I I I I I I I I I REQUEST. , e 11 � - � _ STRUCTONLMATERIAL, EQUIPMENT, AND DEBRIS PILES AS DIRECTED I I I I I I I 11 i , I I I � I I I � � I 1 - 1 I I - R - 11 I I : � I I ROOF ,AFTERS, 6 MIL POLY VS., AND WIRE SUPPORTS AS REQUIRED � I I I I I , I � I I I I I I � . I � - BY OWNER SEE SPEC,SECTION 01600. 11 I I I I �l I � I I - I I I 'll, I � I I � I � 11 11 I � I I I � � I 3. INTERIOR TRIM: KILN DRIED (rp-12% MAX M61STURE CONTENT)$46 - . I I - � I I � � I 11 . - �11 , I . I I ARCHITECT SHALL HAVE FIVE WORKING DAYS TO,REVIEW:THE PROPOSED . I � �� I � - ; I I I I I � � . ­ I � I ­ . I I I I PROD ATION AS MANUFACTURE0,15Y: JOWNS-MANVILLE,DOW, I I I 11 11 � � I I I � ' L I �l 5. aESTIONS REGARDING STRUCTURAL ELEMENTS SHALL BE DIRECTED TO THE VGDF OR HEMLOCK FMiER-JOINTED PIECES OR MOF ACCEPTA15LE UCT&_INSU4 I I :I I I . I I I I -D � - �. I � I � , �() I I I I .SUBSTITUTION ANDAPOROVE OR ENY SUCH REQUESTS. ARC441TECT MAY I I I I ­ I -OR FAINTED I I � I . ou)ENS�co�Mv,�CERTAINTEED, PREMIER INDUSTRIES,GEORGIA PACIFIC, I I I � � � � � I I - , � 'lm.- ATSTAIkEP T � � � I - I - I -,� � - 11 � I I I I 11 11 - - � � I I I � � 11 I I � ­ I ­ I I �l I I I I I I I I I I I I � � � PROJEC7 STRUCTUR,4L ENGINEER ill Rif*PEYC.ONSULTit4GEWa,503,1�443-3tW- I r I 1.1, I _�TR­ � � � I ,M,-VERIFY WOOD SPECIES WITH I I � � , ,I I � - I I I I � I � I I , I �� - I I ' ll, - I I I . I APPROVE THE REQUEST WITH C4NDITIONS. ­ - 11 � � I I I � I I I � 11 I I - I I .1 - I I I I I I OR APPROVED EQUAL � 1 __4 . . . I I _� - � 11 11 I I ,� I I I I ., I I I 11 I � � I I I I I � I I I ­ OWNER PRIOR Tq ORDERING�MATERIALS I � I I I . - � I 11 I I I � I 11 ­ ­ 11 I 11 � I I - � I I I I . � I I I I . I I I I ­ � - I I I I I I � 11 I - I I I I � I I I � I I I I I I � I - I ., �I I � -E ACCESS TO THE SITE AT ALL TIMES FOR INSPECTIONS, � . I I ­ � I I I I I I I � � 11 I . I I IF SUBSTITUTION REQUEST PERTAINS.TO,-CONSULTANT-9,10ORK,ARCHITECT I � ro. MAINTAIN CLEAN,SAr I I ­ I I I I � I . _j � I I I I I , r � . I " I ­ - I I I I I I 11 I I . INSTALLATION I I � I - I I � I I I , "� I I I I � I I I 1 SHALL REQUIRE TEN WORKIW.x DAY S IN ORDER TO TRANSMIT INFORMATION I ANP EMERGENCY MillRESS/ EGRESS. I 1 4. DO NOT START,FINISH CARPENTRY WORK UNTIL SUBSTRATES AIRE I � ZRICTION.FIT-ALL BATTS BETWEEN FRAMING MEMSE I I � I I I I 11 I I � , r I I I I I I � I � __ I '' ' I I r I I . . I - _ 11 RS TO FILL ALL VOIDS. I 1 I � . . I � I � 1 I I VERIFIED TO BE:DRY, TFiUlk,-PLUM, 4 LEVEL. SWIM WHERE REQUIRED I 1% I I - I I . TO AND FROM CONSULTANTS. , I I I - I I ,� I . � SUPPORT ALI. FLOOR 4 CEILING INSULATION AS.REQUIRED TO PREVENT SAG I - � I I I I I I � I . � . I I I I I I I I I I I I I � � � I -1. WHERE BUILDING EXTERIOR WALLS ARE OPEN, PRovibE,sEctjRE,_TEMPORARY � I . I I I � � LUARM:SIDE) � I � I I I � . ­ I I � . _ � � I INSTALL VAPOR 5ARRIER AT VAULTED MLINGS ( , #_ . I I I I I I I I I I , 11 I I I � I 5. SECURELY FASTEN,CASIN53S�WM--4 FINISH NAILS AND FILL To ENsuRs I I I l-, 1 0040 C4701ROINATION I I - I � wEATHERFIROOF CONSTRUCTION BARRIERS WITH LOCKS. I I � I - I I ­­ I ... I -_ I � R G I ABS To PREVENT DISPLACEMENT. . I I I I I I � � I I ' "' - i . � � I � I I I I I'll I I I 11 I 11 j I " I I I I ACE - I I � I I I I I � � ­ I I I SMOOTH SURF� ,S FOR,,PAINT OR STAIN. � I I . 0 1 1 1 I 1. I � I � I I I . I I I � � I I I I I � I I � I I I " I - I I I - I 11 I� � � � � GEMRAL:CONTRACTOR SHALL BE RESPONS15LE FOR COORDINATING ALL � I I I � I - I 'll � � I I . � I ­ � 11 11 I - I I I I 1 I I I I I - � I I I - �� I I I � I 1 I I � I - � 11 8. :RELATED WORK� STRUCTURAL STEEL WALL 5RActw.xrER Ewsitep;va SPECIFICATIONS. I ro. , 5 AND,cORNEf;m.PRioR�To r-iNISHIWx WORK I I I I I I I I I � I � I I I I I I � I I I I I 11 I I I SAND Ro , . I � I - I WORK AND WORK SC44MULES. 11 I I I I I _.UGW EDG I I 11 - �� � � I � I � I I � I I I , E ,, , , I � I I I I I � � I I � I I 11 11 I - � I I I '' I I I , I 11 I I I I � I I I ul � I I � I � �l - I I I I � . I I � � -, I I � - � I I I I � � � I I 1. INSTALL ALL COMPONENTS PLUMS 4 LEVEL. COORDINATE WITH OTHER . f__ , GENERAL CONTRACTOR SHALL BE RESPONS15LE FOR MEANS,METHODS; . I I I I I I I I FLASHING 4 SWEET METAL I � � I � I I I � I - coNsTRucTioN, AND SAFETY PROGRAMS I I . � I � I I I WORK AND r-INlswEs � I I I 1 I I I I I - � I 11 SEQUENCES or � � I . I I I I I I I I . I I � I . I DIV16ION 3 � I � � � PROVIDE FLASHJW.s 4 SHEET METAL INCLUDING GUTTERS 4 DOWNSPOUTS, I I ­ I ­ , I � I I � ' I � I :r I I I I I I I I I �I I I 11 ALL DISCREPANCIES FOUND�EITHER IN THE FIELD'OR IN,_TWE DRAWIWsS I I I I � I NOT-SPECIFICALLY D.ESCRIBED� IN OTHER SECTIONS,.BUT REQUIRED TO . , I I I I I I I � � I I - � , I - I I ­ .1 � I I I I I I I I I I . I � ' ION OF WATER � � I � � - 11 I I I --- � . I CONC I I - � � I I � I SHALL 5E..BROUG44T TO THI�:ATTENTION OF TWE�ARCWITECT PRIOR TO I � RETE I I PREVENT PENETRAT THROUGH EXTERIOR ENVELOPE AND , , I � I I I I ' ll, - � . I I 1 - - 11 I � "I I I THE START OF WORK OR RELATED WOW,PREPARATION. I -� I �� � . I . 11 � I I � � I � I I- �� I I . � I To.CARRY RAIN WATER AWAY FRom Tt I-e.BUILDING I I 10 I I � I - I'll - I I I I � - - . I I � I I : I� � � 11 � I I I CA51NETS 4 WUNTERTOPS I � I I I - - ­I � - � I I 11 I Ift It I I I � I - I � � �I I ­­ - I I I � I � I I I � I I � I - I I I 1�111­ -1 . I I � - 1 � I � , - I 1 71, 1 1 1. I I .��FOUNDATION NOTES � � -tiENr -EE W_ , I I I I I � I I �. . � . - -1 I I . - I � � I � � I I I I I . I I . COMPLY WITH THE REcc% .>Avoss OF,THE ARCHITECTURAL S� T I 11 � - I I ­ I . I I � � I I I - I ' ll I � � I , I I � 01200 PROJECT MEETINGS I I I I I I . � � � � I I I� I 1. FURNISH 4 INSTALL CA45INETS AND COUNTERrOPS AS SHOWN ON � I -PUBLISHED BY SMACNA I I 11 I I � . I I 11 � METAL MANUAL, AS I I I I I I I I � �I I I I I I I I I I I I I I I � ALL UTILITIES,MATERIALS, EXISTING PONSTWCTION DURING EXCAVATION, DRAWINGS. PROVIDE SHOP DRAWINGS TO:OWNER AND ARCHITECT. � I � � I I I . I I 11 I I I I I - I I I � I I � 1. PROTECT � I I - I I 11 I ,- I I I I I I . I I I I � � I I � � I I . I I I I � I I � GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING . I I I I ciRAoiwta, compAcnom,,Atsto BAcOiLL OPERATIONS. I ALL I I i I � I I 11 I � � EXTERIOR FLASHING AND SHEET METAL SHALL BE MIN 26 GAUGE ­ I I I � I I I I . I � � I ,� I . � ' - I I I I � I I I . I I 2. CABINETS: NATURAL WOOD VEWER CA15INETS SHALL BE CAONSTR4,ICTED I I � I I I REGULAR.,PROJECT MEETINGS AT T14E aulLpING-slm CONTRACTOR - - �� I 11 I I ­- � I GALVANIZED OR ANODIZED ALUMINUM U.N..0. I - : I � , - I _ I I I I � I � � � � I I , ­ I 'N + I I 11 �l . - , I � I I 11 I -E,op, m � - . I I I , . 'MOVE Al- -F I , ' ' I I - I - I . ALL � I I 1 1, 12 RE , L SU.iFACE V I I WITH FAc, A E6 AND PLYwoov As PER Awi sTANDARcs I I I � I � I :ANc> KEEP MINUTES or- ALL : ,SGETATION, DEBRIS, 4 Of;iGANIC MATERIAL BENEATH I I I 1, � ,I � � SHALL PROVIDE T14E MEETINGSPACE. , I I * I ' " , , , - I I I I ' ' I I I I I I I I " � � I I � ­ I � � I I � I I � I I I � . ­ I I I 11� I . I � I I I I I I IDRIVEWAYS SIDEWALKS,�, PAVED AREAS. , I . ETAILS 4­1INSTALLATION TECHNIQUES SHALL BE PER INDUSTRY I I I ' I � -4 STANDARD I I I � I I �� I .MEETINGS., MINUTES SHALL BE DISTRIBUTED TO ALL PARTIES WITHIN I 11 1,� 11 � LDit�' I I 4 STOCKPILE SUIT � . 0 . I - � I� I � I I I - __ I I I I I 11 , , - I 11 I I GUTTERS,AN I. I .> ALUMINUM I � I I I � 11 1-7 1 1 � ­ I I D.r.>OWNSPOUTS SHALL BE ANODIZEr I � � . I I I I I � �I I , 11 I � I I I I � I , , , � - � � � I I I � � 11 I I I � - � I------- 01 I I I I I I I � I I � � I ,- I I� I I I'll, 11 I , 1'%� f IL:A DIRECTE05YOUNER . � I � CUSTOM QUALITY STANDARDS. I -Ar -44�FASCIAS. � ­ Imil "I % � , I I I I I � � I THREE WORKING DAYS. �I 11 I � - - � 1,�l I -- - - ­­$ , 1 � ,� I � I � I I MANUr ,TURER'S COLOR. PAINT To MATC � I I I I I I , , ,� , ­ 11 , - � - 11 . � � I I I I I I � I � I I � I 11 � � � 11 I I ­ I . I I I - I I - I I I I -_ �I . I . I I I I � , I - . 11 . I I I . I 1. 11 � I I lle I I I I e I . � . I ,1 13 r � � I I I � I I I 1 :3 1 " I I I � I ,� I � "RIODIC SAFETY.MEETINGS WITH � . I'll . -CUR . 3. CA51NETS: MELA ' - I I I I I I � , - fy- � I I I GENERAL coNTRACTOR,.�WALL HOLD ft I U44EN WOW Cw, 6 ADJACENT To EXISTING SLOGS, PHASE NEW WORK,T0 � I I I � - � ­ ­ I I . � 11 1, I,- �, � _M INE AND P.:LAM.CAISINETS $HALL BE CONSTRUCTED TWRoUG:H-W44_L FLASHING AT MASONRY WALLS SHALL BE EITHER. I � r% j__ 10 I I I - I . I � I I I tij0ob,14�""� � � � - 11- � � � , I ENSURE THAT ALL I I :;, F.'FM4NT DISTURBANCE TO EXISTING�FOUNDATIONS AND SU5GRADE' I WITH PLY �,� �w '10 . ,;P -INDUSTRY,STANDARPS. ALL . I I I I I � � I I - � I ALL PROJE STAFF: AND "-CONTRACTORS TO I � . I'll I I : I CT 11 I I I I I I ­, ,ER I -AbRic r-LAswiw.s 11 � � I I I I'll I I ,�I I � 11 11 I � 11 I I 5 OZ COPPER r OR REINFORCED 40 MIL MEMBRANE I � u d) 0 1, I I I I I I %1 -1 (P "I � I I WORK ACTIVITIES ARE'CONPUCTED-ACC4*VIW.s TO STATE AND FEDERAL, I PRoour-Ts Sk�,IBE i���D'E' WYDE FWIV. 1 1 � I � I I - I " I I . I 11 � I I I ,_� el , -1 I . I 11 ,� � I .1 I I I � I � I I APPROVED MANUFA,CTURERS: YOFK GRACE, OR APPROVED EQUAL I I . I � I I � I I I . I I I � GuioEuNEs. CONTRACTOR.SHALL APPOINT AT LEAST ONE EMPLOYEE SEE SHEET 61 FOR ADDITIONAL EARTHWORK SPECIFICATIONS. I I I I I I � I i� I � � I I I � ft � I . 11 . 11 I . � . I� I � I I � I . I I - I - - , � 11 11 I �11 11 I- 11 . I � I To OVERSEE 4,ADMIN-IST I ER 1,THE Wc;lRK SAFETY PROGRAM. � I � I I :,� � I I I ­ � I I 1 4. MELAMINE FINISH. ,TEXTURED MATTE � � I 11 - � OL Z IZ, *t I I I I � � . , ,COLOR AS,SPECIFIED BY OWNER -LATED SCREWS,WITW NE --lol -10 - �...� , � � I I � I I I � I � - � I I I I I I , I 11 PAST -E USE.ONLY CADMIUM t I I OPIRENE WASHERS I - " I � I I . � I I � EN - I � ­ � I I - I � 11. I I - I I I - � - I % _ - I - . - � I � I I I � � � - I � I I I I �. I I I I 11 I I I I I I I � I � I I I � I � I I I I , I - , I I I IN CONNECTION�WITH GALVANIZED METAL - I I I I I "I I I I � I I I 11 - I I PL - WITW�fl!�OUND.�OR.MITFREP:EIXaES 4 I I - I I - � I I I I � I - d) - �,� 11 - � rp. COUNTERTOPS. ASTIC LAMINATE ,, I � : I � I . � � � � I � I . � � 1 . I I � - I I ­ . USE ROOFING A # BY 11 GAUGE WHEN NAILING TO WOOD � I ��l I 11 - I � . - � � I ot3W SUIBMITTALS, � I I - I 1�1 I MATCHING BACK,-SPLASHES. -WHERE COUNTERS, ARE NOT. BUILT W1 I - � N iLs if/e, LONC I 11 ly -0_ I ­ - I I I - I I I . I- - I ­ I I � - . _ _ I I I ,� �� I I � I � � I'll I I I"\ I 11 � I I - I I I I - � I ,,CASTIN -PLACE CONCRETE I ' � I � 1 ­ 11�111 � I I - I I I WHERE REQUIRED-llsl�T14E SPECIFICATIONS,GENERAL C4NTRACToR SHALL -111 I � I I I CABINET$ BENEATH SUPPORT WITH STEEL ANGLE BRACES. � � PROVIDESTRAPS;FERRULE$, SPIKES, 4 CAPS AS REQUIRED AT GUTTERS I I I I � - - - I � - � I , _ I . 11 � � I I . , : I'll M I I I - ''I I . � I � -1-111; I I 'll PROVIDE C -OR CABLE$, - - - COMPONENTS. - , :11 I ll � ;, I � I SUBMIT PRODUCT SAMPLES,,DATA, AND:'COLOR-SAMPLES TO T14E . � I I , ,� -T S,I FOR CONCRETE SPECIFICATIONS. JUT-OUT6'AND GROMMETS IN COUNTERTOPS F CONNECT TO BUILDING I � � , I .1 I . I I 1� ,SEE SWEEI � - I 11 � . I I , _"' . I i' ' � I . .� I I I ARC141TECT FOR REVIEW.' THREE OF EACH SHALL 59 SUBMITTED. I I - I I ,TELEPHONE, ELECTRICAL, 4 WASTE RECEPTACLE � I I , Q I I I , I I I I - I I I I I � I - I � I I I I I " . - I I I'll I I I I I I � I � I I I � � - . I F_ 13 �11 I I ,� I'l-11 I I ­ I 11 � I 11 I -x � 11 lb � 1� � I I I I - I -111 I I I I � I � ­ I INSTALL FLASHING WIT14 SUITABLE END DAMS, SPLICES 4 LAPS I �1. _� � � � I I � � I I � I _1 I I � - , � ­­ I - � I ARC441TECT SHALL HAVE RVE WORKINGDAYS TO REVIEW SUBMITTALS. I � ­ � � I I I ,ROvIoE 4 INSTA4,.L ALL NECESSARY DRAWER 4 DOOR WAR wARE, I I I I - . I -_ I � , � 1 ,�l � I I - 11 I � 11 � I 11 � , � ro. P I - I - ' � � I - I D . I I I ­ I I I 11 � , N...o � - 11 � - I - 1 I I I ' ll., - I I � I � I % I , , . 1 I . I � � , 11 I 11 I I � I -PUL P(MEETING ADA STANDARDS. 14</v OR STANLEY-- I - r - I , - . � � I I I � . I I I � �3 �- I� I 11 I I ­ I I I I I' ll , , I . � � I I KNOBS,,4 L ­ I— 11 I I � WHEREVER PRACTICAL, CONNECT SWEET METAL,15Y MEANS Or _LIPS I _ , I I I I � I � I I � I I I I . �- I I I . , � 1-1 I . 11 _ 015" CONsTfwcTIoN FACILITIES I I I I I � - I I ,DIVISION 5 1 � I � I 11 � I "I I I . I . I OR CLEATS,WITHOUT NAILING I TWROUGI4 EXTERIOR MATERIALS. I I'Ll 10 : I"i o I � I - I I I � � I I � I I . "i. WINCES: CONCEALEDITYPE I I 11 I � I I I I I � 1,r ll, I I . I I I - I I p I . � I . I I z I I - I I CONTRACTOR SHALL PROVIDE AND MAINTAIN A CON6Tp4jCTlON SITE I METALS I I , I PROVIDE SUITABLE WATERTIGHT EXPANSION JOINTS AS�REQUIRED FOR Y_ d) 11 - I I 1 -$ 1 ­ I . . q, N. I 10 , I - I I OFFicE INCLUDING FIRST Av STATION AS MR OWNER COt4TRACTOR � I I I a. INSTALL ALL WT ,,,:PLUM5 4 LEVEL. COORDINATE WITH PLUMBIW3 4 1 - 14 ,�l , 11 � I I . PROPER INSTALLATION or C4XIPONENTS. I I I I � - I I I I I I I � I I I : AGREEMENT. I ­ I SEE SWEET si FOR STRUCTURAL STEEL sPEciFicATioNs., I I ELECTRICAL WOW, � I I I I I I . I I � I � I I I I I , , I . I : � � I I � I I I I - I I I � . � A 10.1= I I I . � . I I � . � I I I I � I I I I � - I I COORDINATE DOWNSPOUT LOCATIONS WIT4 WINDOWS, COLUMNS AND OTHER - I I . I I j, I I ­ _1' '.-I, 11 _ I ­ � 11 I I I 1. I I I I I I I � I L TEMPORARY SANITARY FACILITIES SWALL'lBE PROVIDED AND I I I I I I I � Wt - SYSTEM. I I - I I � I � AL I - 1 - - I I � - I I � � I I I :5UILDIWw PROJECTIONS. COORDINATE� I WD-GR4,DE DRAINAGE 1 0 S�! F_�L - - I . - - I I I I I I I I � I � THE GENERA -TOR � � I - I I 1 � � I I � - 11 I I I I I - -1 I I I I - . I I MAINTAIM0,15Y ,L,CONTRAI,I� - � I I I STEEL. STAISIUAY, GRATE FLOORS AND TREADS I I I � . I I I I � I I I - - I � 11 � 1 . � I � I � I - - I I . . I - I I : I I I I I I ­ I 11 � I � . I I � � , __ � �I I I I TEmpoRARy.POWER,WAT - . 14TERIALS FOR'INSTALLATION,Or-Ill GAUGE, 1�211 GALV I . I � I � I - � - , , ER 14EATIW-s 4 VENTILATION DURING CONSTRUCTION 1. . FUWISH ALL LA50R 4�M I I I I ' 'I - 1 . I ­ I - I I I I I . I ,SHALL BE PROVIDED AS PER OUNER/CONTRACTOR AGREEMENT. � CHANNEL STAIR TwAps AND GALVANIZED GRATING�FOR LANDIWSS AS I I I - ­ I. I �I 11 I I I I I , I I � I I I I I I I . . 11, � � SEISMIC EXPANSION JOINTS � I I I - � I I I I I'll I I I .INDICATED ON PLANS. ACCESSORIES- TOE BOARD C44ANNEL I I I I I I I . . I I I I I I I � I I � I I I I I � I I I � I I I I I ­ I . I I I . I I I . I I I I I I � � � 11 � - I I � . I I I I . .1 PROVIDE SITE FABRICATED MEMBRANE /SHEET METAL JOINTS WHERE I I I . I � I � I I I I � . I . - - �1,�� I ''. I . I I moo mATERiA.L AND EouipmENT. I .1 L I 11 ­ I I I I SEE STRUCTURAL SPECIFICATIONS FOR STAIR CWANNEL:OTRINGERS� STEEL I I I I � � I I INDICATED ON 0 .6. ­ � I I'll I ,� I ' _� - I : � I I I ­ I I I - 11 , ­ � . � I , I ­ I I I I I I I �FOOTINGS. I � - I I I I � � � �I - I I 'll - RAWIw_ I � I I I � I I I � , -IENT, 17EMPQRARY�S440RIW - EM, I I I I : :­I �:� ' : � I I I- __. I I I I ­ I � I � 11 I - 11 I � . I I SUPPORT COLUMNS, AND ANCHORAGE To CONCF , - . I I I I I � � . I ALL C4N$TFar,TIOt4 MATERIALS,EQUIPI 11 11 - - w, AND I I I I I I I I I I , MECHANICALLY FASTENED:WIT44 CORROSION RESISTANT FASTENERS. I I I . - I i ' 'I" I � I - I I I �I­ � I I I � I � I I � I I � ,­­ �_ : ­. I I I I I I . I I I I � I I I I I I PROVIDE 41, miNpium SPACE PER EWxINEERS SPECS. � � � I I I 11 I I I I I I SCAFFOLD IWG $WALL BE`PROVIr..>E0 BY THE GENERAL CONTRA C-TCPt � � � I I 11 � 11 � I I I I I I � I I I I I � 1, I � � . - I - 11 I � I � - I I ,� � ALL BUILDING MATERIALS.SHALL BE NEW UNLESS NOTED OTHERWISE., I I I � 2. CO3FORM TO STANDARDS AS SET FORTH 5*r THE AISC, T14E AMERICAN IRON I I . I � I � I - I ' � I I � . r 1, I I 1. I . � I ­ 4 STEEL INSTITUTE (AISI), LATEST EDITION, AND OSHA - I . I I I C431PLY PITw .T W. RECOMMENDATIONS.OF THE ARCHITECTURAL SHEET � I I I I I I I � I � � I I I . I � �. , I - . I I I � I - � ALL MATERIALS AND EQUIPMENT SHALL BE STORW ,IN A MANNER TO I I I Tr - Fr I I I � . I I I I I I .. METAL MANUAL, As PuBLiswEp BY smAcNA I I ­ � � I I I � I I I I I I 1 3. S EEL GRATE: 12 GAUGE,GALVANIZED, CAPABLE Or SU ORTING 100 PSF I I I � I I I I � I � � . I - I I I I I I I I � I I PREVENT DA' AID ENSURE , � I wa , I . � I 11 I MAGE , ,, SAFETY TO.BUILDI I , OCCUPANTS AND � I UNIFORM LOAD AS REQUIRED PER,OSSC. - I . I � I . I � - I I � I . I I . I I I ALL EXTERIOR ROOF AND WALL JOINT SYSTEMS SHALL BE FURNISHED AND I . . I I � I � WORK PERSONNEL PROVIDE SECUR9lBARRi6ADkS AS NECESSARY. I . I I I 11 I I . � I I I I I I I I I - I �. I .1 __ '__, I . "I 1. 11 - TREADS SHALL HAVE,ABRASIVE SAFETY NOSINGS. I I I � �INSTALLED 5YBUILDING OWNER (CORROSION RESISTANT) I I . � 11 - �_ ­ 11 1�­­ - 11 I 11 I I . I FRONT EDGE or � I I I I -I .� - I 'll I. ­ I - � I - � - I . � I � , . . I I I I I I I . I � I � � I - ­ . I I . , - I � I � � 11 - � I I I I r , . I I I I � I � � I I I I I I . I I , � I -1 I 11 I � I I � ALL MATERIALS:AND:EQUIFM. W. SHALL BE.SECURELY STORED ON SITE IN I I I . I I OPENINGS SHALL BE No GREATER THAN 1/211 IN ONE DIRECTION. I - I I PROVIDE MANLFACTURER-6:SPEC AND,DETAIL SWEETS PRIOR TO START 'I- I I � I 11 ll � ___.e I ­ I I I I I ­ 11 I -11 -1 11 11 I I I I : I I � . I . I I � . I I I A MAk4NER TO 16REVE14T THEFT AND VANDALISM. KEEP ALL MATERIALS I � : , GRATES'WITW ELONGATED OPENIW36 SHALL BE rLAC ED So LONG 0 IMENSIO1111 I � OF WORK DESCRIBING MATERIALS,COLORS, AND DIMENSIONS. ^11 I I � 11 I ' ' � I I I I I I I � I I I I I I I� � I I I I I I �. ,� I IN A COVERED, DRY LOCATION. 1 � I � - I : �e 16 PERPENDICULAR TO T14E DiRECTioN,or- TRAVEL (ADA GuioELINES) 11 . I I 1. I I W_ I I , � � I I I I � I I I I I I I I I I I I I 11 I I I � I I I . � 11 � I . I INTERIOR EXPOSED JOINTS SHALL BE FAINTED To MATCH,ADJACENT 11 I I � I I I � � I I I . I I I � � I -INISWED MATERIALS. I I I I I r I . I I - � - I I I 1, 1 :4. ALL WELDING.SHALL BE DONE 51' AU*-CERTIFIE0 QUALIFIED PERSONNEL I 11 I () I I 0*50 SYSTEMS 5ALANCIW.s / ADJUSTMENT . ''I I I - I I ,- , I I I I " I , I % I I I � � - I � I I I . YERIFY SPEC IAL INSPECTION,REQUIREMENTS WITH -PLANS EXAMINER A7 THE I I � I I - I I U- I I I I I I I � � . � I 11 � I 11 - � I � -PR I I � 11 11 I I I I 1-1 ,� L ELECTRICAL, WVAC,#11111k PROTECTION AND PLumems sysTEms I I � I . �� � JOINTS AT WALKA5LE FLOOR:AREAS 614ALL BE LOW DFILE MEETING - I I - � I � � AL - - I 1, ­ � ­ � TIME OF PERMIT AppLicATioN. � I - 11 I - I � I I I I .1 , _ , , - - -RIOR TO SUBSTANTIAL ­ I I . " I � 11 . � I I I � 11 I . I I ADA GUIDELINES FOR ACCES615141TY. I � I I I I I I I I I SHALL BE�TESTED FOR PROPER�OFERATION f I I I 'll . I � - � I I 11 - I I I I � I I I I I I - I I � ­ . I I I �l . � COMPLETION. . I 11 I I I I I . , 5.1 SU15MIT MANUFACTURER!S SPECIFICATIONS 4 INSTALLATION INSTRUCTIONS TO , I� � I I I I _j I I I . � I . I I I I I I I ET METAL . � 0 I � - I I - U:*K I RELATED MATERIALS: FLASHIW.x AND swEr I � � I . - I I ARC441TECT PRIOR TO START Or I I I � I I . I � � I I I I �l � � I 11 I I I . I SYSTEMS SHALL BE TESTED AND BALANCED IN ACCORDANCE WITH I I I I I � I I I I I I � I � . ,� I . : � 04, . I I . . I . I ­ I 1. I 11 I � I I I � I I LOCALCOPES AND PFpbJECT spEcimr,AnoNs. . � 1 6. SU5MIT SHOP DRAWINGS To ARCHITECT AND OWNER,SHOWING ALL MATERIALS, � , I , v I 11. . I I I - . I � . I � I I � �l I I I I � � . I ''I I . , DIMENSIONS, ANCHORAGE AND WELDS REQUIRED "STAIRS. LANDINGS, I I ­ '' 'lei %3 1 ct) . I � . I I , � 11 I I I I I I AN0,WANr.>RAILS. FIELD vERIFY ALL DIMENSIONS. I ­ I I I � . I � . I Z ,. ", -, , I �� � I , I I _ ­ I- I ''I orloo CONTRACT. C4-OSE-OUT I I - I I I � I I ­� I I I I � I 11 ,� � I I I I I I I � I I � : 0 I I I I I I � I � I I � I I I � SEALANTS I 11 �� ("� - I I I ­ � 1 . cq I 11 I I I � � , I I I - - I I I- I -i. � Is � " �, 0 1 1 1 . - I 11 I I I GENERAL CONTRACTOR SHALL NOTIFY T44E ARC141TECT OF THE DATE I I � =xAmiNEOUPPp,,W.-ST,RUCTUPES,ANOFIEL �ONDITION$.FOR COMPLIANCE-WITH I t I 11 - � I I I I I I I � I I I I I SEAL AND CAULK JOINTS WHERE I'NOICATED ON DRAWINGS.AND ELSE �I RE F_ LL 5� � � I , . - I . I - � I OF SUBSTANTIAL COMPLETION. AFTER�SUCW NOTIFICATION, CONTRACTOR I 1, REQUIREMENTS AND INSTALLATION TOLERANCES A"cTjNG PERFORMANCE or- I � W I , I � I'll SHALL Fr%EPAfiiT=' A FUNC44LIST OF ITEMS TO BE COMPLETED-AND/OR � I 7HE Wof�, PLACE STAIR IN ACCOFPDANCE WITH APPROVED PLACEMENT PLANS. I � I REQUIRED To ENSURE A�WEATHERTIGWT BARRIER AGAINST MOISTURE 4 AIR () -A , . I � . I � I I � I I � I � � I � I I I CORRECTED. I I I I I I � I I � I -ACTURED BY. DOW CORNING OR SONNE50RN (ff,z , I . . I I � PRODUCTS MANUr I , I I I I . I I � I - I I - � I I I 6. INSTALL GRATE AT LANDINGS WITH FULL LENGTH AND,WIDT44 PANELS, (NO SPLICES) ,� I I I I I I I EXTERIOR SEALANT FOR STUCCO,MTL C'.ASIW.slsl 4 VINYL: DOW SILICONE 0195 1 . I I - I I I . � CONTRACTOR SWALLSC4-E PULE A PLNC44LIST WALK-TWROUC-44 WITH T14E � POSITION OVER STRUCTURAL SUPPORTS W/ 11/211 MINIMUM,SEARIW�S.I � I 11 � ­ I � I ­ � � � , () 0 � � I I 11 � I � ­ I I � I I I � ­ I I 11 I � ^11 , _� I I I 11 I I � � � � � I � I I : , I � - I ' I � � UM OMMENDED BY I � 10 I I - 1, - . r I I I OWNER AND ARCHITECT. , I I . I � . I . I I � ATTACH-DECK PANELS FIRMLY TO SUPPORTS IMMEDIATELY AFTER PLACEMENT' � I � - EXTERIOR,SEALANT FOR AL STORE14WNT AS REC I I I , I I� I �I ­� I I 11 ­ � I, � - I I I I � I � .1 I ., I � I � 11 � I 11 � -ACTURER:COMPATIBLE-W/ SUBSTRATES. � I I -1 I 11 I- 11 I � I � 11 � 11 I " � I � � I - � 11 STOREFRONT MANUF I I I ci W_ -4 - I � � I 11 I . � � I � I I I I I � - A SAFE WORKING PLATFORM. , � I . - � 1. I �� I I � I I I I �THE, PUNCHLIST WALK-TWROUGH, THE ARC141TECT MAY ADD To . I � 1,14,ORDERTO ENSURE I I - , I I I I I - - � - - I I' ll I I � AFTER � � I I I I I I I � I � Lu I I I I I ­­ - � 1. I . I I I I I -OR�IING TO I . I � I � - .1 � � CONTRACTOR jS PUNCW LIST. I I I� � I � .� . I I � INTERIOR SEALANT ACRYLIC LATEX BASED CAULKING COW ui .4 iv - I I I � , I I S. CUT AND PIT PANELS AND AC SORIES TO ENSURS:A NEAT APPEARANCE AND I I - ' -16 a &W.- I � I I I I ., I � I - .- I � I � ,CESS I ASTM CW4 S6, "SONNE15ORN I OR APPROVED EQUAL I I I ' ll I . - ' - I I 11 : , 11 I I I q) (V �-� 0 �l I . I AFTE � 51-11W im H 1 - &&- I R COMPLETICN OF ALL,PUNCH LIST ITEMS, CONTRACTOR SHALL � I � 11 COORDINATE WITH STEEL STRINGERS,FLA., _v,*DOOR TWR S OLDS. - I I I - AS,RECOMMENDED BY SEALANT MANUFACTURER . I I I I I I I - �. OWNER AND ARC441TECT TO - I I I' ll I I ­ I 'll 11 I . I I PRIMER. I I - . I - . Im 9 , I -INAL" WALK THROUGH WITH T14E , 11 I I I I I I I I I I - I I I SCWE0U4EA­llr I I I_— - . I � - I � I I I � 11 11 I I ­ I =RIS � I I - BACKER R00% I Y COMPAT15LE WITH SEALANTS � I I I � , I I � VERIFY T14AT ALL WO � � ,Ile. ANCHOR GRATIN53 To ALL STEEL SUPPORT MEMBERS AS PER MANUFACTURI , � I " l,'� I � I I I 0 I � I , .. , I , _RK IS:,COMPLETE. �AT THIS TIME,CONTRACTOR MAY I . I � I � I I ­ . � . . . �� I I I I I I I , __ , 11 I I � I I 11 ­ _ _ I � � I I � � INSTRUCTIONS. � � I I � � I � � I I �. � � � � I : I � I - - I I I -;l �,�� �� � -1 I I I SUBMIT THE FINAL APPLICATION FOR PAYMENT. I � � I I � 0 I P, - I I I I � � I I - - I � I I I I I -� I I I I , , I I � - � I - I .44ITECT 4 OWNER BASED ON STANDARD : � I I I I , _ � I I I COLORS SHALL BE SELECTED BY ARC Ci I - I I , - I I I . I - � ­I I- - I - � I � I - - I - I I . . � � - � I 11 � - I � 11 I .- I � I 11 . I � I'll I � � I I : I I � I I 11 I I I I I I - I � � I I I I � I I I I I sAf I I . - � I I I I COLOR SAMIDLES SUBMITTED 15Y CONTRACTOR , ; " I I I 1, � � I - I � � I I I � � I AT J05 C421PLET ION, CONTRACTOR,%4ALL.,PREPARE,A.f M. OJECT 500K I � I IL C LVANIZE COAT ALL SPOT WELDS TO PROTECT"ROM CORROSION I I I I I _� I 1, - I I I I I I � I - . � 1, I - � I I I I I I ,� I � I I I­� I � )�� , - ��� I - � I � I I- r , I I - . I I I I - I 11 - I W I I - - I - I I I - 1 I - I � I � I I � WILD1W ION I I I --or , iq � FOIR THE�OWNER WWIW DESCRIBES 0 _.$_SySTEMS'AND OpERAT _ � I I � , , ,, I 11 I I FOLLOW REP 7 - THE SEALANT MANUFACTLjnR FOR INSTALLATION - I I - OMMENDATioNe" ,, I I I d) ,,�� I � I - I , , I I I I � I I I I I � . � . � I � MAINTENANCE INSTRUCTIONS INCLUDING ALL WARRANT*t' INFORMATION; � I � I . � > OUTDOORAIR TEMPE � I � I I I � I I A NCLUDED. I � I I I I . � 11 - I I I - I ­ ­ I I 1%5 � I I � I I 11 I I _ , - I .11 I I � PROCEDURES AND10EW: IREC RATURES I I r I , I - I I . I I COPY OF THE CERTIFICATE OF oCO3"ANCY SHALL Bt I I I I I - 1, 11 I I I I I z \D - . I I I I 'll - ­ � . I I 1. I I I - I ­ - I . 11 I I - � I I 11 I � I I I I I I - WORK,:PERF2ORM SEALANT ADHESION TEST ON AREA TO I I I ,�I .1 I ow = � I I I . REMOVE ALL cONSTRUCTIOR EQUIPMENT AND UNUSED MATERIALS I I I I � 11 � I I � PRIOR To START or -11, 1, I . - . I I � _�­ y- � I I 11 � I . 11 I I I I I � - - I I � ­ I I I I I I I � I I I � I � I � 11 I � I I I I I � I I I � I � 11 . I I I I I � RECEIVE SEALANT BEADS.,TIESTINa SHALL.CONFORM TO MI�R'S INSTRUCTIONS � , :. I I I I I 11 - . I I � I � ­ I I � 11 I 11 I I I I I I ­ � ­ I 11 ,� I . I I I I I , v I � I . 11 I I I . ­ I I I 11 I I I I � - 11 I - I I , - JOB COMPLETION C-MTRACTORSWALL rRovIDE.BUILDING KEYS I � I I I I I � - 1:11, I I I ­ I I I I I I I � I - �1: I - AT I - I I � I . I I I I I I I I I I - I I I I I I I � I I , -TWAT PRIMERS 4 SEALANTS I I I I I - � I � � . � I I I - I I I I I � I I L I 'SHALL - - .�-FORIVENTIFICATIOK 11 I I I I � I . I I � MAKE PRELIMINARY TEST TO ENSURE r.>o NOT STAIN, � � - � TO T14E OWNM AL KEYS:, ,�i � 5E_.TAGsGl,M I I I I I I I ­ I I I I _� I � I I I I . I I I ,NT:M IALS. I . I I . I I I � . KEY CABINET SHALL BE INSTALLED AT LOCATION-DETERMINED BY.OWNERL �I I I I I I I DISCOLOR, OR DISSOLVE:ADJAcE . ATER � - I � � . I � I I I . . I � I I I r � , � I I - : � . I I I ; I I �I I I I I I I I � I I � I � I I � I I I I I I I � - � I I I - I PRIOR To FINAL uJA,LK-TwRouGH, C4NTRACTOR.SHALL.CLEAN ALL I I �� I I I I I I I I I INSTALL BACKER-RODS. WHERE INSTALLED, 00 NOT ALLOW RODS TO TWIST � I I . I . I � ­ I � I ­_ I . I I - � , I � I I I I � 11 - I I I I I suRFAcEs,FLooRs, WALLS,.GLASS, 4 HARDWARE TO MAKE READY FOR I I � � OR STRETCH. I I I I I . I 11 I I I I 11 I I I I - 11 . I I I � � I I , I I I I I I I I 11 , I I I I I 11 I I � OCCUPANCY. I I I I � I � I � I I I , -_ � I I � I I � I I . APPLY WITH CONTINUOUS BEAD,WITHOUT OPEN JOINTS, AIR f*OCJ<ETS OR VOIDS I I I I - 11 - I I I I � I � I I I � I � � I - �. I - I I I I ­ 11 I � I � I 11 I I � I I I . I I I - I I � I � - ­ I I I � I I � I To PREVENT SAGS. I � I - I 11 I I �� I 11 I I � - I I W14EN ALL WORK IS C011PLETED To-T14E SATISFACTION.OF THE OWNER AND I 11 � � I . I I I I . 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I � HALLWAY 1 0, U.i � f1 Lu I �� � z ILI Dw a S I I 0 I I 0 cit � 3:I I a ❑ 0 a a o 0 � o 0 0 O f =E N 0 OFF I C E EX16TING RQQ 0 0 830 5F / 100 =B OCCUPANTS 0 CONFERENCE f?1*1' 0 4 U � L1 115 5F 115 = 48 OCCUPANTS 0 O V 0 0 iL O X j V 0 ui w 0 l m 0 '"_ N aE U- > r- 0 -1(P 0 Opo 0 FE c► �/ i � o w � NEW EXTERIOR WALL 1 -IR EXIT EMERS. :1w C� uj EXISTING ROOF W 5 I 1�N 3 2ArP i FLAN DATE__ NORTH Atrs 3, 2013201 FLOOR EXIT PLAN � �,� SCALE= 1/4" = V-0" 4 SHEET F< C P. DDT NERAL STRUCTURAL NOTES CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2010 OREGON STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER A515C. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER 15C: FLOOR LIVE LOAD: 100 PSF GROUND SNOW LOAD Pc@: 10 P5F FLAT -ROOF SNOW LOAD Pf: 25 PSF BASIC WIND SPEED (FASTEST MILE 199-( USG): 80 MPH WIND IMPORTANCE FACTOR )w: 1 WIND EXPOSURE: B SEISMIC IMPORTANCE FACTOR Is: I 51TE CLASS: D SOS = 0.105 SDI = 0.319 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED WALLS WITH STRUCTURAL PANELS AND ORDINARY STEEL BRACED FRAMES RESPONSE MODIFICATION FACTOR R: 31/4 SEISMIC RESPONSE COEFFICIENT Cs: 0.211 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (TO BE VERIFIED BY TESTING AGENCY). EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS:„ THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS (PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 TEST SPECIMENS PER MIX), CONCRETE STEEL REINFORCING, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, GLUED LAMINATED BEAMS, PREFABRICATED WOOD JOISTS AND TRUSSES, AND PREFABRICATED STAIRS. IF THE 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 SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: PREFABRICATED STEEL STAIRS, PREFABRICATED WOOD JOISTS, WINDOW WALL, AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 18C. PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW. THESE COPIES WILL BE REVIEWED AND ANY NECESSARY CORRECTIONS/COMMENTS WILL BE NOTED ON EACH COPY. THE ENGINEER WILL RETAIN ONE COPY AND RETURN THE OTHER TWO COPIES TO THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR CONTRACTOR TO MAKE ANY ADDITIONAL REQUIRED COPIES OF THE MARKED UP SUBMITTAL. EARTHWORK.- PROTECT ARTHWORK:PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES, THOROUGHLY BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE 15 TO BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT ADVERSELY AFFECT FOUNDATIONS. MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED SOIL FROM THE BOTTOMS OF EXCAVATION. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED STRUCTURAL FILL. WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, OVER EXCAVATE AND BACKFILL WITH 3/4" MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF 132% or- THE FTHE DRY DENSITY AS MEASURED BY AASHTO T180. AT DISTURBED AREAS WITHIN 3'-0" OF BUILDING FOUNDATIONS COMPACT TO MINIMUM 95% OF THE DRY DENSITY AS MEASURED BY AASHTO TI80. CAST -IN-PLACE CONCRETE: MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. 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. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 55-6 - -Rio BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL BE LIMITED TO A 159, MAXIMUM BY CEMENT WEIGHT. CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 DAY CYLINDER TESTS PER ASTM C3% AND SHALL BE AS FOLLOWS: FOOTINGS: f'c=3,000 PSI AT 26 DAYS: MAXIMUM SLUMP 3" PLUS OR MINUS I". WALLS: f'c=4,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3" PLUS OR MINUS 1". SLABS: f'c=4,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3" PLUS OR MINUS 1". 5AMPLE5 FOR STRENGTH TESTS OF EACH CLA55 OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, OR NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, OR NOT LESS THAN ONCE FOR EACH 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF TPE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. CONCRETE R INFORCM STS REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-106. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A52 AND A185. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION ("DETAILS AND DETAILING CONCRETE REINFORCEMENT"). UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: FOR CONCRETE STRENGTH f'c = 3,000 PSI - LAP SPLICE LENGTH = 58 BAR DIAMETERS. FOR CONCRETE STRENGTH f'c = 4,000 PSI - LAP SPLICE LENGTH = 50 BAR DIAMETERS. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: CONDITION: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH AND WEATHER: NOfo THROUGH NO.I8 BARS NOB BAR, W31 OR D31 WIRE AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLABS, WALLS, AND JOISTS: NO.14 AND NO.18 BARS NO.]] BARS AND SMALLER BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS MINIMUM COVER: 3" 211 11/211 11/211 3/4 " 11/211 CONCRETE ACCESSORIES: NELSON HEADED WELD STUDS SHALL BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. CONCRETE EXPANSION ANCHORS SHALL BE SIMPSON "STRONG -BOLT -z" OR ENGINEER APPROVED EQUIVALENT. CONCRETE SCREW ANCHORS SHALL BE "SIMPSON TITEN-ND" OR ENGINEER APPROVED EQUIVALENT. AT CMU APPLICATIONS DO NOT INSTALL ANCHORS IN OR WITHIN 1 1/4" OF ANY HEAD JOINT PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE EPDXY ANCHORS SHALL BE INSTALLED WITH SIMP50N "SET -XP" ADHESIVE OR ENGINEER APPROVED EQUIVALENT. AT CMU APPLICATIONS DO NOT INSTALL ANCHORS IN OR WITHIN 11/4" OF ANY HEAD JOINT PER MANUFACTURER'S RECOMMENDATIONS. NON -SHRINK GROUT SHALL BE A PRE -MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS - CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,200 PSI IN 46 HOURS AND 6,000 PSI IN 26 DAYS, GROUT SHALL BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. METALS: ALL MISCELLANEOUS STEEL: ASTM A36 (FY=36,000 PSI), OR AS NOTED ASTM A5'12 (FY=50 KSI). WIDE FLANGE AND STRUCTURAL TEES: ASTM A992 (N = 50,000 PSI) OR ENGINEER APPROVED EQUAL. SQUARE AND RECTANGULAR HSS: ASTM A500, GRADE "B" ( F y = 46,000 PSI). ALL BOLTS: ASTM A325 UNLESS NOTED OTHERWISE. ANCHOR RODS: ASTM 1554 GRADE 36 UNLESS NOTED OTHERWISE. THREADED RODS: ASTM 436 UNLESS NOTED OTHERWISE. WELDING: PER AWS STANDARDS. E-IOXX ELECTRODE AND BY CERTIFIED WELDERS. ALL STEEL TO HAVE SHOP COAT. ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. INSTALLATION AND TIGHTENING OF ALL BOLTS SPALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLTS". UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG -TIGHT CONDITION. SNUG TIGHT 15 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. T1416 MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED SHALL BE D.F. 02 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY 51MPSON STRONG -TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON 'HU' OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. NAIL TYPE LENGTH DIAMETER ad 21,,12 if 0.131" loci 3" 0.148" Irod 31/211 0.162" PLYWOOD AND OSB PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2, OR APA PRP -108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE TPICKNESS AND SPAN RATING SHOWN ON TPE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTPERWI5E RECOMMENDED BY THE PANEL MANUFACTURER. ALL ROOF SHEATHING AND SUB -FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2x FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL CONFORM TO IBC TABLE 2304.9.1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, RITC A190.1 AND ASTM D 3131. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE 51MP50N EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION, FLASHING AND {,I ATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. STRUCTURAL OWERVATIONS: STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING CONSTRUCTION: AFTER THE WOOD ROOF SHEATHING AND ROOF STRAPPING NAS BEEN INSTALLED, PRIOR TO COVERING WITH ANY MATERIALS. AFTER THE WOOD FLOOR SHEATHING AND FLOOR STRAPPING HAS BEEN INSTALLED, PRIOR TO COVERING WITH ANY MATERIALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE COMPLETION POINT REQUIRING SITE OBSERVATION. DEFIdiT1I w. A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERV I NG TFE WORK REQUIRING SPECAAL INSFIECTION, B. PEF4001C INSPECnON N}EANS THA 'THE SPEaA L t4SPECTOR S CSN SITE AT TTA+>E INTERVALS NECESSARY TO CONFIRM TKAT T Tt E MW REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPIECIFICATIONS. ESTABLISHED PER 2009 IBC AS AMENDED BY 2010 OSSC SECTION 110 & CHAPTER 17 ITEC CONTINUOUS PERC)DIC G5� GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 109 - FOOTING AND FOUNDATION' REINFORGBMIENT BY BUILDING OFFICE L SLAB REIWORCEMBNT BY BUILDING OFF K AL WOOD FRAM BY BUILDING OFFICIAL FINAL INSPECTION BY BUILDING OFFICIAL APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH STS MATERIAL VERFrATION.OF HGH STRENGTH BOLTS, NUTS, AND WASHERS X RE NCE APPLICABLE ASTM MATERIAL SPL 1CATIONS; AISC360, SECTION A3,3 HGH STRENGTH BOLTING X OSSC 1784:3.3, ABC 360 SECTION M2.5 (CONTINUOUS INSPECTION FOR SLIP C R1TICAL) MATERIAL VERIFICATION OF STRUCTURAL STEEL K AISC 360 SECTION WA ASTM A 6, ASTM A 568 CONIPLLANC.EOF STEEL FRAME JOINTS TO CONSTRUCTION DOCUMENT DETAILS X OSSC 1704.3.2 '� H Imo• WELONG: STRUCTURAL STEEL MATERIAL VERFICATION OF WELD FILLER MATE ALS AISC 360, SECTION A3.5, AWS A5 DOCUMENTS COMI:LEfEANDPARTIAL PENIETRATION X OSSC 1704.3.1, AWS DI, 1, MULT1PASS FILLET WELDS X SINGLE PASS FILLETS > 6116' X PLUG A ND SLOT WE3. DS X SINGLE PASS FILLETS:5 5116, X FLOOR AND ROOF DECK WELDS X AWS D1.3 WELDEDSTUDS X OSSC 1704.3 WELDING OF STAIRS AND RAILING SYSTEMS X OSSC 1704.3 ROOF JOIST OR TRUSS: CHK'D BY: RPW CONCRETE REINFORCING SIZE AND PLACEMENT' SHEET X OSSC 1913.4, AGI 318: 3.5,7.1-7.7 BOLTS TO BE INSTALLED PROR TOAND DURING CONCRETE PLACE ENT X OSSG 1911.5, 1922.1, ACS 318:8.1.3,2128 INSPECTION OF A NCI- R INSTA LLED IN HA RDENED CONCRETE X OSSC 191 ,1, AGI 318:346,8.1.3,21.2_8 VERIFY USE OF REQUIRED DESIGN MIX c� X OSSC 1904.2.2,1913.2-3, ACI 318., CIA 4,5.2-5.4 PREPERATON OF TEST SPECIMENS X ASTM C 172: ASTM C 31, ACS 318: 5.6, 5.8 ODNGRETE Pi':A CEMENT X OSSC 1913.6-8, ACI 318'5,9,5.10 MAINTENANCE OF SPECIFIED CURNG, TEMPERA TURES AND TECFt4QUES X OSSC 1913.9, ACI 318:5-11-5.13 INSPECT FORM WORK FOR SHAPE, LOCATION AND D EN51C. NS OF THE C`X.3NCREEE ASR BEING FORA+IE3 Y Aia1318:6. 1.1 EPDXY ORAII-ESIVEANCHOR PLACEMENT X CONT14JOUS EXPANSION OR SCREW AN04OR PLACEMENT' X COI`, INUOUS WERE INCICATEDON DRAWINGS WOW (WHEN PART OF SEISMIC -FORCE -RESISTING SYSTB 4) FASTENING OF SYSTEM ELEMENTS (NAILING SPACE? :5 4" ON CENTER BOLTING, AW,F OPRING, A.NDOTHERFASTENING) X OSSC 1707:3 BUILDING CATEGORY III AND IV ONLY DEFIdiT1I w. A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERV I NG TFE WORK REQUIRING SPECAAL INSFIECTION, B. PEF4001C INSPECnON N}EANS THA 'THE SPEaA L t4SPECTOR S CSN SITE AT TTA+>E INTERVALS NECESSARY TO CONFIRM TKAT T Tt E MW REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPIECIFICATIONS. EXP: 6/30/14 :n DEPTH SYMBOL SPECIES USE ✓-' W U-- W ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY, OR AN ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH � z LOADS NOTED ON THE DRAWINGS. JOISTS, TRUSSES, AND BRIDGING SHALL BE CAPABLE OF RESISTING �— W MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF Z J015T5 IN WRITING TO THE ARCH ITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE 15 COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, T.M.IPPEY '� H Imo• z TM RIPPEY CONSULTING ENGINEERS INC. J0I5T5 AND TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 300 LB. POINT LOAD AT ANY POINT U ^� ki (COORDINATE LOADING AND LOCATIONS WITH MECHANICAL SUPPLIER AND CONTRACTOR). SNOW CONSULTING ENGINEERS INC. DRIFT LOADS SHOWN ON THE PLAN ARE IN ADDITION TO THE LISTED JOIST AND TRUSS LOADS. DATE: 04-26-13 JOIST AND TRUSS DEFLECTION SHALL BE LIMITED TO THE FOLLOWING: FILENAME: DRAWN BY: JSC ROOF JOIST OR TRUSS: CHK'D BY: RPW L/240 DEAD + SNOW LOAD SHEET L/360 SNOW LOAD cr\ M t 0 c� O Vi M 4 42 EXP: 6/30/14 COMBINATION DEPTH SYMBOL SPECIES USE ALL 24F - V4 DF/DF (SIMPLE SPAN) U-- ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY, OR AN ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS AND TRUSSES SHALL BE DESIGNED FOR THE z LOADS NOTED ON THE DRAWINGS. JOISTS, TRUSSES, AND BRIDGING SHALL BE CAPABLE OF RESISTING �— L MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF WW, J015T5 IN WRITING TO THE ARCH ITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE 15 COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, T.M.IPPEY '� �, / Imo• IN ADDITION TO OTHER DESIGN FORCES SPECIFIED ON THE DRAWINGS, PREMANUFACTURED WOOD TM RIPPEY CONSULTING ENGINEERS INC. J0I5T5 AND TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 300 LB. POINT LOAD AT ANY POINT AND ARE NOT R X USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER ALONG THE SPAN AND FOR LOADS RESULTING FROM MECHANICAL UNITS AND EQUIPMENT ki (COORDINATE LOADING AND LOCATIONS WITH MECHANICAL SUPPLIER AND CONTRACTOR). SNOW CONSULTING ENGINEERS INC. DRIFT LOADS SHOWN ON THE PLAN ARE IN ADDITION TO THE LISTED JOIST AND TRUSS LOADS. DATE: 04-26-13 JOIST AND TRUSS DEFLECTION SHALL BE LIMITED TO THE FOLLOWING: FILENAME: DRAWN BY: JSC ROOF JOIST OR TRUSS: CHK'D BY: RPW L/240 DEAD + SNOW LOAD SHEET L/360 SNOW LOAD COMBINATION DEPTH SYMBOL SPECIES USE ALL 24F - V4 DF/DF (SIMPLE SPAN) PREMANUFACTURED WOOD JOISTS AND OPEN WEB TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY, OR AN ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS AND TRUSSES SHALL BE DESIGNED FOR THE ZO LOADS NOTED ON THE DRAWINGS. JOISTS, TRUSSES, AND BRIDGING SHALL BE CAPABLE OF RESISTING -+ A 5 PSF MINIMUM NET WIND UPLIFT UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF WW, J015T5 IN WRITING TO THE ARCH ITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE 15 COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, T.M.IPPEY DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND 15 ICC APPROVED. ONSULnNG ENGINEERS INC. 2013, ALL RIGi S RESERVED THESE DRAWINGS ARE THE PROPERTY OF IN ADDITION TO OTHER DESIGN FORCES SPECIFIED ON THE DRAWINGS, PREMANUFACTURED WOOD TM RIPPEY CONSULTING ENGINEERS INC. J0I5T5 AND TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 300 LB. POINT LOAD AT ANY POINT AND ARE NOT R X USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER ALONG THE SPAN AND FOR LOADS RESULTING FROM MECHANICAL UNITS AND EQUIPMENT WRITTEN PERMISSION of T.M. RIPPEY (COORDINATE LOADING AND LOCATIONS WITH MECHANICAL SUPPLIER AND CONTRACTOR). SNOW CONSULTING ENGINEERS INC. DRIFT LOADS SHOWN ON THE PLAN ARE IN ADDITION TO THE LISTED JOIST AND TRUSS LOADS. DATE: 04-26-13 JOIST AND TRUSS DEFLECTION SHALL BE LIMITED TO THE FOLLOWING: FILENAME: DRAWN BY: JSC ROOF JOIST OR TRUSS: CHK'D BY: RPW L/240 DEAD + SNOW LOAD SHEET L/360 SNOW LOAD MECi-IANICAL- THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY 1 51 OF 8 TMR PROJECT Na.: 13130 00 NEW H56 4x4x3rf$ STRONGBAGK EA, SIDE OF OPENNG, FULL HEIGHT OF CONCRETE PANEL. SEE DETAIL 6/55. .10- ti -14u r4j+�+ ----� �. I SSS T ""' 1► l � I I I I I +10 - EXISTING FOOTING, FIELD VERIFY, TYP. +o- •I n ,I �� �"j f ------- i �4j I 1 I L---- I � 5 � r i BRACED FRAME ( I I I I I I ss I BRACED I FRAME (OPP. HAND) I I I I I I "-, •`" ,-,`•• ' "- MINIMUM t -KU,) I l)tt- I i-1 UI I H (4) 44 VERT. AND 44 TIES 0 9" O/C, 3" MINIMUM CLEARANCE ON ALL REINFORCING. SCALE: 1/4" = 1'-0" 1' 2' 4' wke-1 -Io- FOUNDATION PLAN KEY: ----- DENOTES EXISTING FOOTING (FIELD VERIFY). — — — DENOTES NEW FOOTING. NOTE. TESTING AGENCY TO VERIFY AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF FOR THE NEW INTERIOR FOOTINGS. FOOTING SCHEDULE: o y Gi �` 10 , LENGTH WIDTH DEPT1-i LONGITUDINAL TRANSVERSE REMARKS "L" 11W11 1'D'1 REINFORCING REINFORCING Z 4'-6" 4'-6" 1'-0" (4) *5x4'-0" (4) "5x4'-0" CENTER UNDER COLUMN CONT. 2`-6" 1'-0" SEE DETAIL 5/55 SEE DETAIL 5/55 SEE DETAIL 5/55 6'-0" 3'-0" 1'-0" (3) 05x5'-6" (6) 454'-6" CENTER UNDER COLUMN OD 22'-0" 3'-6" 2'-0" l4) *5x21'-6" LOCATE AS SHOWN ON PLAN � TOP E BOTTOM O/C, TOP 4 BOT. O 20'-0" 3'-6" 2'-011 (4) 45x19'-6" 45x 6 i'-2" LOCATE AS SHOWN ON PLAN �.. o TOP 4 BOTTOM O/C,, TOP 4 BOT. CONT, I'-4" 0'-S" (2) 45xCONT. --- CENTER UNDER WALL y Gi �` 10 , Cn +�.,,__,, W EXP: 6/30/14 tom' Z W z �— O o 0 Lu � N � M � bq M �.. o 3°tea o c V, 4 y Gi �` 10 , X00 SO EXP: 6/30/14 z �— 0 Lu T.M. RIPPEY © CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET 52 OF 8 TMR PROJECT No.: 13130 --------- — --------- II II it 11 11 II II II II II If II 11 I! II IE II ----------- (2) ----- (2) 5EARINGs `— 4x10 DF -02 HEADER (2) SEARING STUDS AT W/ (2) BEARING STUDS 4 STUDS AT GSL SEAM � SCUD (1) FULL HT 86 STUD � CxL SEAM AT EA END I 5 4 3 2 1 a PARTIAL SECOND FLOOR FRAMING PLAN i l i womli SCALE: 114" = 1'-0" 3/4," TdGx 32/16 APA SPAN RATED PLYWOOD, ORIENTED AS SHOUN W1 106 (0.148"0 x 21/4") NAILS 6 6" O/C AT ALL SUPPORTED EDGES AND 6 V-0" OIG MELD NAILING, TYR. (11/2" MAX. THICKNESS GYP -CRETE FILL PER ARCHITECTURAL DRAWINGS) GL P 10 EXP: 6130114 Z -A T.M. RIPPEY CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET OF 8 TMR PROJECT No.: 13130 LL Lu 0 Z -A T.M. RIPPEY CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET OF 8 TMR PROJECT No.: 13130 WOOD STUD SEARING / SHEARWALL: 2x6 DF -'02 a 1'-4" OIC W/ Wb" OSB W/(1) FULL HEIGHT STUD AND (1) Sd (0.131"0 x 21/2") NAILS 0 4" O/C ATyCONNECTOR SIMPSON'FSC'FLOOR SPAN HEADER BEARING STUD AT EA. 2 PANEL EDGES AND a l'-0"O/C FIELD W/ %"0 ALL THREAD END OF EA. HEADER, TYP. ADD I 6 NAILING. BLOCK ALL PANEL EDGES. ROD STUDS AT FIRST FLOOR AND BLOCKING IN JOIST SPACE. 5 4 3 1► SCALE: 1/4" = 1'—O" 0 1' 2' 4' wol WOOD STUD BEARING / SHEARWALL: 2x6 DF -*2 a I'-4" O/C W/OSB W/ 8d x 21/2 ") NAILS 6" O/C AT PANEL EDGES AND 'a 1'-0" OIG FIELD NAILING. BLOCK ALL PANEL EDGES. 191st SPAN RATED 40/20 OSB ORIENTED AS SHOWN. NAIL W/ 10d (0.148" x 21/4") NAILS v ro" O/C AT ALL SUPPORTED PANEL EDGES AND a 1'-0" O/C FIELD NAILING. INSTALL PLY CLIPS AT UNSUPPORTED PANEL EDGES. SIMP50N 'FSC' FLOOR SPAN CONNECTOR W/ Aka"m ALL THREAD ROD CIOW ## ## II I J� 1--_=____-- H - W ----_�� 1_____ ___ _ _________ _ _ - -________-- I I # i - - - - - � �— W W z F-# _____ _____�____-_- H � I # # # w 0 # I 1 # � M Q I I I { I I I #{ M M ccf M { I I I I I I► O O I I r °Ha,w LF- # I I I (I I I I► , I I f ► I E I 1 1 X000 LB MAX WT. FOR I EACH HVAC UNIT I I I {{ 1 1 2 I# # # I # # 1 I # g7 1 # --------I 1---- -----------i i-------------------------1 ------ 4x10 DF -01 I = =-= _-� I_--------1------ — — — — ------------i L---------------- 1 -� �� —� - --- ------ I -� =__ _ — ---------------------- — — -- --- ------ -- - — — -- -- ---- ^—= ---___ -------------------------_------------I ----- --- ------ — --- -- --- -- -- _ _— _ _— -- -:--- — 1 I I WOOD STUD BEARING / 5HEARWALL: # I j # I 2xro DF -*2 6 1'-4" O/C W/ %g," OSB W/ j I j III I 4x8 D.F. *2 4x8 D.F. *2 Sd (0.131"4, x 211/2 ") NAIL5 Q 6" O/C AT I I PANEL EDGES AND m I'-0" O/C FIELD # I ! # { # 1 I NAILING. BLOCK ALL PANEL EDGES. i { I jll 4x8 D.F. "2 4x8 DF. *2 4x8 DF. *2 1 # # III I I III # I f # I I ►- I I `n 4 S7 1 I I � { c) N � 1 N III I I I I I IQ # I O O O Q 4 I I SII I I --j --I --� I I I I I I i III 4x8 DF. *2 4x8 DF. *2 4x8 DF. *2 — I 4x8 DF. *2 _ 4x8 D.F. *2 —D. I I III I 3 III ## � � I III III IIII l — 1 I I 1 I 1Q QII "Lm" OCG I II I Ii i II i ii I Ii I l i l — III 4x8 DF. *2 4x8 DF. *2 4x8 D.F. O I IOF JO T5 ° 4x8 D.F. *2 III ► 1 I 4x8 DF. 02 4x8 D.F. 02 4x8 D.F.02 — I N4,(6D.F. II( WOOD STUD SHEARWALL: 2x6 DF -"2 m I'-4" OIC III IF I P42 I W/ W6" OSB W/ 8d (0.131"� x 21/2") NAILS g 4" O/C III I I I I AT PANEL EDGES AND rat I'-0" O/C FIELD NAILING. I 4x8 D.F. *2 BLOCK ALL PANEL EDGES. . I# III 4x8 DF. *2 4x8 D.F. *2 4x8 D.F. *2 1 1 I Ql VD CD to 111 { I mil I I I a a a a a## I ail I{ 1 j WOOD 5T UD FARING / SHEARWALL: #{ 2x(o F -*2 a V-4" O/C W/ �fb" OSB W/ I I I 1 I I # I x 2 ") NAILS " O/ AT I { I I a NEL GIES AND 1D 1'-0" /C FIELD { 11 I II I I I I I IIIIIIIIAILIll BL K ALL PANEL EDGES. # #II I I I I I {I# Li -L _. _ _ _ 4xl DF -*1 _ 4x 0 DF- I 1[_ _ 4x I I 0 DF-* �_ _ _ _ J _ _ 4x10 DF-*} _ _ 4x DF- _ I II {_ I I xl0 II F -*1 I 1I1 WOOD STUD SEARING / SHEARWALL: 2x6 DF -'02 a 1'-4" OIC W/ Wb" OSB W/(1) FULL HEIGHT STUD AND (1) Sd (0.131"0 x 21/2") NAILS 0 4" O/C ATyCONNECTOR SIMPSON'FSC'FLOOR SPAN HEADER BEARING STUD AT EA. 2 PANEL EDGES AND a l'-0"O/C FIELD W/ %"0 ALL THREAD END OF EA. HEADER, TYP. ADD I 6 NAILING. BLOCK ALL PANEL EDGES. ROD STUDS AT FIRST FLOOR AND BLOCKING IN JOIST SPACE. 5 4 3 1► SCALE: 1/4" = 1'—O" 0 1' 2' 4' wol WOOD STUD BEARING / SHEARWALL: 2x6 DF -*2 a I'-4" O/C W/OSB W/ 8d x 21/2 ") NAILS 6" O/C AT PANEL EDGES AND 'a 1'-0" OIG FIELD NAILING. BLOCK ALL PANEL EDGES. 191st SPAN RATED 40/20 OSB ORIENTED AS SHOWN. NAIL W/ 10d (0.148" x 21/4") NAILS v ro" O/C AT ALL SUPPORTED PANEL EDGES AND a 1'-0" O/C FIELD NAILING. INSTALL PLY CLIPS AT UNSUPPORTED PANEL EDGES. SIMP50N 'FSC' FLOOR SPAN CONNECTOR W/ Aka"m ALL THREAD ROD EXP: 6/30/14 CIOW H - W �I �— W W z H 0 w 0 � M Q M M ccf M O O CnTj y� r °Ha,w EXP: 6/30/14 z T.M. RIPPEY O CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC Cl BY: RPW SHEET OF S a' TMR PROJECT Nil 13130 H - �— LL W w z T.M. RIPPEY O CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC Cl BY: RPW SHEET OF S a' TMR PROJECT Nil 13130 4'-6" I2" TYP. 0 of 12" TYP. 0 0 PLAN cn HSS COLUMN PER PLAN Pe 5/$x10x0'-10" W/ (4) N/$"O x 51/$" MIN. EMBED SIMPSON STRONG BOLTS'. W AT SIM. COND. g®g� �F�-N-••- Pe 5/gx11x0'-11" EXISTING 1/4 SLAB I" NON -SHRINK #9--INl-- GROUT II ° . 11 O d q d a��< � a' II� _d a s a. a a II d. �� M a_ A° n d • d Ca CLR° NEW CONCRETE FOOTING PER 3" GLR PLAN i S CT I ON S j 13130 -SR -08 �- 2x6 STUD WALL PER PLAN P.T. 2x6 SILL PLATE W/ 1/2"4, x 5" EMBED. GALV. A.B. AND 0.229x3x0'-3" fie WASHER 6) 4'-0" O/C N NEW 6" CONCRETE WALL - 04 x 9" W/ 41/4" EMBED. DOWELS 0 4'-0" O/C, INSTALL W/ SIMP50N 'SET' ADHESIVE. SPECIAL INSPECTION PER E5R-1712, - (4) "4 LONGITUDINAL io I: A� EXISTING PILASTER EXISTING CONCRETE WALL (FIELD VERIFY LOCATION) EXISTING FOOTING7/7 (FIELD VERIFY)_7 / 311 NEW CONC. FOOTING CLR EXISTING PER PLAN CONC, SLAB R 4'' • d. 44 ° d .d G ° d 45 x 5" MIN. EMBED DOWEL 0 I'-0" O/C AROUND EXISTING FOOTING PERIMETER. INSTALL W/ SIMPSON 'SET' ADHESIVE. SPECIAL INSPECTION PER E5R-1712. SCALE: 3/4" = 1'-0" 13130 -SR -09 EXISTING SLAB TO REMAIN #4 t1 1'-0" O/C VERTICAL, WITH HOOK • AS SHOWN INTO FOOTING 046 1'-0" O/C HORIZONTAL EXISTING CONCRETE WALL AND FOOTING d °4 d G ° F AllI ° REMOVE EXISTING 3" CLR • '° d4 d FOOTING FLUSH EXISTING 2 '0"- WITN FACE OF 5L,45 ° EXISTING WALL e . ° (1) 04 LONG. PER IN KEY PLAN 3" CLR 2'-631 OUNIDATION SECTION 13130 -SR -23 SCALE: 3/4" = V-0" 3" GLR SECTION 13130 -SR -24 (4) 05, LAP 3' -0 -- W/ ' -0"W/ 50TTOM RE INF. SCALE: 3/4" = 1'-0" 2x6 STUD WALL PER PLAN P.T. 2x6 SILL PLATE W/ 1/2 "0 x 23/4" EMBED. SIMPSON 'STRONG -BOLTS' a 4'-0" O/C NEW CONCRETE FOOTING PER PLAN SCALE: 3/4" = I'-0" EXISTING GONG. WALL 3" EXISTING FIELD VERIFY NEW CONC. CLR CONC. LOCATION) FOOTING PER SLAB 2" CLR PLAN d _ a � d a O a da • • d..d • d .II a • . d 3"GLR 311 CLR BFRAC D FFRAI-IE FOOTING 13130 -SR -10 SCALE: 3/4" = 1'-0" �J TOP OF PANEL (2) ANGLE CLIPS AT TOP L 3x3x3/$x0'-3" W/ 5/$"0 x 4" EMBED SIMPSON 'STRONG -BOLTS' Q 4'-0" O/C. ALTERNATE SIDES OF HSS. EDGE OF NEW OPENING m- (2) ANGLE CLIPS AT 50TTOM 1/4" CAP PLATE 411 HSS STRONG SACK PER PLAN --'T3If� �4 EXISTING CONC. FLOOR SLAB 1/4" CAP PLATE STF,,,ONr-:ACK. ELEVATION 13130 -SR -25 SCALE: 3/4" = 1'-0" EXP: 6/30/14 cn W g®g� �F�-N-••- W #9--INl-- i 1, �. i8�—Npp—NN® Olt O w o U r" IP � M >ton O m O O bA O DC01 EXP: 6/30/14 g®g� �F�-N-••- #9--INl-- i 1, �. i8�—Npp—NN® w (s) vi 0 T.M. RIPPEY Q CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED 'MESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET OF 8 TMR PROJECT No.: 1313 I I f I I I I FACE OF I EXISTING BUILDING I 1 SHEARWALL I NAILING I PER PLAN I GL BEAM I PER PLAN 1 I I I I I I I I WOOD STUD SHEARWALL PER PLAN, CENTER ON GL BEAM 2x6 DF -02 BOTTOM PLATE W/ (2) ROWS 16d (0.1620 x 311/2") NAILS tv 1"-0" O/C 51MPSON 'L5TA36' STRAP WI 10d (0.148"O x 31/2") NAILS 6 4'-0" O/C. FILL ALL NAIL HOLES AT 4x NAILER AND 3" O/C REMAINDER. TJI JOISTS PER PLAN 2x4 FLAT BLOCKING AT EA. STRAP, EXTEND 4'-0" FROM WALL r 1 OOfi� FF,4t-I INS 5 CT I ON 13130 -SR -01 SCALE: 3j4" PLYWOOD SHEATHING PER PLAN 5/8"O THREADED WELD STUDS a 4'-0" O/C, 1" MAX. COUNTERSINK. GYP -CRETE 11/2" MAX. THICKNESS 4x DF -*2, RIP TO FIT FLOOR JOISTS PER PLAN WP BEAM PER PLAN FLOOf;R FIRAI-I IN'; SECTION 13130 -SR -05 SCALE: 3/4" fP '/sx611/2x0'-I1" W/ (4) 3/4"4' A325 -N BOLTS, 31/2" GAGE 1/2" 12" WF BEAM5 PER PLAN 1/4 H55 COLUMN PER PLAN /00"g SECTION 13130 -SR -06 SCALE: Ill = 1"-0" a I I 1 I I I I FACE OF I EXISTING BUILDING I 1 SHEARWALL I NAILING 1 PER PLAN 1 4x DF -"2 NAILER, I RIP TO FIT I I WF BEAM IM PER PLAN 1 -1,{ I 711 I WOOD STUD SHEARWALL I 1 I WOOD STUD BEARING/ PER PLAN, CENTER ON I SHEARWALL PER PLAN, WP BEAM I CENTER ON WF BEAM, � FACE OF 1 2x6 DF -'"2 BOTTOM PLATE 2x6 DF -"2 BOTTOM PLATE EXISTING W/ (2) ROWS 16d (0.162"0 x 31/2") W/ (2) ROWS 16d (0.162"0 x 311/2") BUILDING I NAILS 0 1'-4" O/C NAILS a 1'-0" O/C ll -L 1 HALF SIMPSON 'L5TA36' STRAP WI 10d SHEARWALL I OF (0.148"0 x 31/2") NAILS a 4'-0" O/C NAILING I 1 STRAP '_ " SIMPSON LST 2 8 FILL ALL NAIL HOLES AT 4x PER PLAN 1 O W/ 10d (0.148"4' x 21/4"} 1 NAILER AND 3" O/C REMAINDER I .14 NAI NAILS I 4 DF -"2 ''/a"O THREADED WELD STUDS a 4'-0" O/C, 1' ` MAX. COUNTERSINK 2x4 FLAT BLOCKING AT EA. STRAP. EXTEND 4'-0" FROM WALL. TJI JOIST PER PLAN FLOOfR FfRi„IINC:� SECTION 13130 -SR -02 P.T. 4x10 LEDGER W/ 3/4"41 x 41/8" EMBED. SIMPSON 'STRONG -BOLTS'. CENTER ANCHORS BETWEEN JOISTS. SPACE ANCHORS 6 1'-0" OIG AT JOISTS SPACED a I'-0" O/C AND 11 1"-4" O/C AT JOISTS SPACED 6 1'-4" O/C. NQS; OVERSIZED PLATE WASHERS MAY BE REQ'D TO ACHIEVE INSTALLATION TORQUE. EX15TING CONCRETE WALL SCALE: 3/4" = 1'-0" 11/2 " (MAX.) GYP -CRETE PER ARCH. 3/4" T4G PLY'WD PER PLAN FLOOR JOIST PER PLAN SIMPSON 'LU28' HANGER LOOfR FF -,,4 --11NG & CT I ON 13130 -SR -21 SCALE: 3/4" = 1'-0" NAILER, I RIP TO FIT I I 1 WP BEAM I PER PLAN Ii— FLOOR J015T I PER PLAN I 1 5/8"O THREADED WELD STUDS I a 4'-0" O/C, I" MAX. I COUNTERSINK 3 FLOOR I"FA1„I INCA: S CT I ON 13130 -SR -03 SCALE: 3/4" = 1'-0" (2) l6d (0.162"41 x 311/2") NAILS AT EACH J015T 16d (0.162"41 x 31/2") TOE -NAILS 6 1'-0" O/C 2x10 DF -02 RIM JOIST 16d (0.162"0 x 31/2") TOE -NAILS t1 1'-0" O/C NEW 2x6 ELEVATOR WALL PER PLAN 13130 -SR -22 3/4" T4G PLYWOOD PER PLAN I - NEW FLOOR JOIST BLOCKING AND ADDITIONAL STUDS ARE REQ'D AT ROOF PURLIN AND ELEVATOR HOIST BEAM LOCATIONS '.. 1Edam SCALE: 3j4" = 1'-0" (2) I6d (0.162"4) x 31/2") NAILS INTO JOIST (1) EA. SIDE OF STUD GYPCRETE 11/2" MAX. THICKNE55 - FLOOR SHEATHING PER PLAN --� TJI J015T PER PLAN 2x4 SQUASH BLOCKS EA. SIDE OF JOIST WOOD BEARING i SHEARWALL PER PLAN. ALIGN STUDS ABOVE AND BELOW WITH JOIST. 16d (0.162"4> x 31/2") 6roll a/c (1) 10d (0.148"O x 3') INTO EA. FLANGE 11/4" TIMBERSTRAND RIM BOARD SIMPSON 'A35' a 1'-4" O/C FLOOf;R FFRAI"I NG; SECT ION 13130 -SR --04 SCALE: 3/4" = 1'-0" EX15TING 2x6 WALL 11/2" (MAX.) GYP -CRETE (2) 10d (0.148"0 x 3") NAILS / SHEATHING PER PLAN NEW 2x BLOCKING NEW 2x6 BLOCKING x NEW 2x6 DF -02 STUD, CENTER UNDER EACH NEW FLOOR JOIST, NAIL �6" 05B SHEATHING WI TO EXISTING STUDS W/ 8d (0.131"0 x 21/2") NAILS 10d (0.145"0 x 3") NAILS t1611 O/C ALL EDGES AND 1'-4" O/C x 1'-0" O/C FIELD. BLOCK ALL UNSUPPORTED EDGES. 8 FLOOR fRAt-1INC 5 CT I ON 13130 -SR -27 SCALE: 3/4" = 1'-0" y OlP 10, COQ � W EXP: 6/30/14 ►� W � LL W ll -L O n r � o U ~ cn M M N ~ :: M " � °Haw y OlP 10, COQ � EXP: 6/30/14 LL ll -L n r � T.M. RIPPEY O CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET C?F 8 TMR PRQJECT No.: 1313 MECHANICAL UNIT BY OTHERS FROOF FFRAt"IING SECT 1 ON 2 FROOF FfRAl 'i INCA S CT I ON 13130—SR-11 SCALE. 3/4" = I'-0" 5-1 j 16 GA. CLIPS W/ (4) 010 SCALE: 3/4" = 1'-0" (ll Sd 10.131"4' x 2'/2") 7 0 TEK SCREWS TO UNIT t NAIL EA. SIDE OF (4) 010 TEK SCREWS TO 0 JOIST CURB, (4) CLIPS REOV. SEE DETAIL "A" FOR WEB STIFFENER BY CLIP LOCATION --+ JOIST MANUFACTURER ROOF EDGE ROOF SHEATHING NAILING PER WOOD BLOCKING PER PLAN PLAN AS REQUIRED HALF SIMPSON4'-00" OF STRAP SIMPSON 'LSTA12' (1) 10d (0.148"4, x 3") NAIL INTO EA. FLANGE FLASHING AND INSULATION STRAP m 4 OO/C /C -s 4'-0" O/C ACROSS ROOF SHT'G PER NOT SHOWN FOR CLARITY FIRST (2) JOIST FROM PLAN WALL 11/4" TIMBERSTRAND NEW HEADER PER PLAN 2x6 DF -02 TOP RIM JOIST i'-0" LENGTI-I OF tJl W/ SIMPSON 'HU54roTF' PLATE W/ (3) 16d FILLER BLOCK ATTACH HANGER EACH END OF (0.162"0 x 31/2") TO JOIST WEBS W/ (6) 10d 4xfo HEADER NAILS At EA. STUD 10d (0.146"0 x 3) (0.148"0 x3") NAILS EIMUALLY - ROOF JOIST ROOF JOIST PER PLAN TOE -NAILS a 1'-0" O!CIn SPACED. CENTER ON 4x SIMPSON PROVIDE 2x8 D.F. 02 EACH PER PLAN HEADER 'H HEADER PER SIDE OF WER AT EACH END DOUBLE 2x6 DF -02 TOP WALL SHEATHING HANGER HANGER PLAN OF 4xro HEADER W/ (�o) 10d 2x4 OF -02 FLAT BLOCKING Q PLATE. STAGGER SPLICE PER PLAN (0.148"0 x3") NAILS, (3) NAILS TO EACH 2x8 INSTALL TIGHT 4'-0" O/C. EXTEND 4'-0" AND NAIL W/ (12) 10d DBL. JOIST ROOF JOIST TO TOP CHORE) WALL. (0.148"0 x 3") NAILS. PER PLAN PER PLAN WI 2xro STUD WALL PER PLAN 'ITS' n HANGER FROOF FFRAt"IING SECT 1 ON 2 FROOF FfRAl 'i INCA S CT I ON 13130—SR-11 SCALE. 3/4" = I'-0" 5-1 j 13130—SR-12 SCALE: 3/4" = 1'-0" 2x6 D.F. 02 AT EACH JOIST 10d BOX (0.128",0 x3") NAILS a (o" O/C WEB STIFFENER BY JOIST MANUFACTURER ROOF JOIST PER PLAN 2x(o STUD WALL PER PLAN 2'-0" MIN. ROOF EDGE NAILING PER PLAN (1) 10d (0.148"0 x 3") NAIL INTO EA. FLANGE 1'/4" TIM5ER5TRAND RIM J015T NOTCH FOR OUTLOOKER 10d (0.148"0 x 3") TOE -NAILS 0 1'-0" O/C DOUBLE 2xro DF -*2 TOP PLATE. STAGGER SPLICE AND NAIL W/ (12) 10d (0.148"0 x 3") NAILS. WALL SHEATHING PER PLAN 5 fROOF FfRX-11NC &ECTION 5-1113130—SR-28 SCALE: 3/4" = 1'-0" 5<, rL IGHT PfRX-# INCA SECTION 13130—SR-20 SCALE: 3j4" = 1'-0" TT CLIP LOCATION MECH. UNIT � PLAN M.T S. I 0 a� y l J' 10, 1� SO x X � X X _ EXP: 6/30/14 SECTION AT CUfR5 13130—SR-26 ROOF JOIST PER PLAN SCALE: 11/2" = 1'-0" 11, T.M, RIPPEY CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT NTH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET _..---. �r OF 8 Q TMR PROJECT No.: 13130 Z 7 0 0 11, T.M, RIPPEY CONSULTING ENGINEERS INC. 2013, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT NTH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 FILE NAME: DRAWN BY: JSC CHK'D BY: RPW SHEET _..---. �r OF 8 Q TMR PROJECT No.: 13130 5F,ACED FIRAt"IlE ELEVATION 13130 -SR -13 GYP -CRETE TOPPING PER PLAN -� PLYWOOD SHEATHING PER PLAN W11F BEAM / PER PLAN IE Nsxto1/2x0'-II" WI (4) 3/4"0 A325 -N BOLTS, 31/2" GAGE, FULLY TIGHTENED 3�g HSS COLUMN PER PLAN SCALE: 1/2" = I'-01' BEAM TO BEAM CONNECTION PER DETAIL 7/58 r- 4x NAILER PER DETAIL 3/65 GUSSET fE 5/ax AS SHOWN. � WF BEAM CENTER ON BEAM AND -` ON HSS COLUMN. 31-611 1/4 2-8 1 1/4 � 1/4 fE 1/2x41/2x0'-b1, 4 b„ - fE 3/gx2xREQ'D Ur- SEAM PER PLAN HSS BRACE PER ELEVATION 2/SS TRACED FfR,4t�IE DETAIL 13130 -SR -17 SCALE: I" = 1'-0" WF FRAME BEAM PER PLAN WORK F WF BE, PER PL: 1/4 13130 -SR -15 HSS COLUMN 1/4 ! I PER PLAN � I I I I fE 1/2x41/2x0'-(o" 4 i I WORK POINT HSS BRACE 1i{` PER ELEVATION / I � aha '& j fE 3/4x11xI'-4" arra • I 1 • 11 • v: An 1 I I Q Q 5�6 47 I 1 I 4 art" II II II 4 I" NON -SHRINK GROUT a I I I I 1'-60 d l i al l (4) 3/4", x I' -b" EMBED I I 1 I a 4 ,43b RODS tv 8" O/C Q - a a 03 TIES ro"OIG, © fE 3/ax3x0'-3" AT ! ( I I (3) MIN, 1. 1 EA. ROD � Q <t CONC. FOOTING PER PLAN FOOTING e CT I ON AT 5RAC D FfRAME &a 13130 -SR -19 SCALE: 11/2" = I'-0" SCALE: 1/2" = I'-0" EA. 1/4 77SIDE fE 1/4x1x0'-113/4" EA. SIDE L 3x3x1/2xla'-b" OF GL BEAM W/ (3) 3/4"0 M.B. IN 1" LONG VERT. f 11 4x DF -02 NAILER W/ Na"O THREADED WELD SHORT -SLOTTED HOLES STUDS a 4'-0" OIC, I" MAX. COUNTERSINK 1/4 777 XIIIIIIIAIlIZ71 117z1111z1 /io/ llllzzl.,,,11111111111111,111111171711ZZ= E21{V! v !lLLLi 3" HSS COLUMN PER PLAN 1" NON -SHRINK GROUT 5X6 CONCRETE FOOTING 1" PER PLAN fE 3/4xlix0'-11'1 03 TIES • b" OIC, (3) TIES, MIN. d n d . Q II II a II. 1 (4) 3/4114' x I' -b" n ° d ISP a r EMBED A36 a I I I d 4 RODS • 8" O/C fE 3/8x3x01-311 d d a a AT EA. ROD n FOOTING & CTION 13130 -SR -07 SCALE: 3/4" = 1'-0" fE 3/axbx0'-10" W/ STIFFENER fE (4) 3/4"0 A325 -N 1" 1" 1/2x23/4xREQ'D BOLTS --\ -2 AT EA. BEAM lI 11 I i I I EQ. 1„ 311 II II II II EQ. II I II I� UJF BEAM 1111 I " I/4 (3) SIDES PER PLAN I I DO NOT WELD I 'K' AREA V 1/4 I I fE a/axbl/2X1'-1" W/ I I (4) 3/4",0 A325 -N HSS COLUMN I i BOLTS, 31/2" GAGE, PER PLAN wil I FULLY TIGHTENED & CT I ON 13130 -SR -18 SCALE: 11/2" = 1'-0" cn 1E 3/gx4x0 -9 W/ (3) POINT 3/4"4,4325-N BOLTS GUSSET fE 5/a x AS SHOWN,WORK • 3" O/C � WWF BEAM CENTER ON BEAM AND BEAM _ _ _ - ' ON COLUMN .R PLAN 12" LL -- -- � � �� 2 -4 GL BEAM 'A7 rrn t� PER PLAN I II„ Hz O fE a/gx3x0'-51/4" I / WF BEAM // PER PLAN EA. SIDE 1/4 N c' M 173 I O t WF BEAM PER PLAN M ... 0I // 5X6 fE 5/axroi/2X0'-111211 W/ 1 I / ` (2) 3/4"0 A325 -N BOLTS, 31/2" GAGE, FULLY 1 1 1/4 TIGHTENED 1 lit ` i/4 1 1 1/4 1 1 HSS BRACE PER HSS COLUMN PER PLAN P 3/gx3i/2Xta'-b" ELEVATION, 1/58 3f5fRACEED FfRA1 IE CONNECTION 13130 -SR -14 SCALE: 11/2" = 1'-0" HSS COLUMN PER PLAN 1" NON -SHRINK GROUT 5X6 CONCRETE FOOTING 1" PER PLAN fE 3/4xlix0'-11'1 03 TIES • b" OIC, (3) TIES, MIN. d n d . Q II II a II. 1 (4) 3/4114' x I' -b" n ° d ISP a r EMBED A36 a I I I d 4 RODS • 8" O/C fE 3/8x3x01-311 d d a a AT EA. ROD n FOOTING & CTION 13130 -SR -07 SCALE: 3/4" = 1'-0" fE 3/axbx0'-10" W/ STIFFENER fE (4) 3/4"0 A325 -N 1" 1" 1/2x23/4xREQ'D BOLTS --\ -2 AT EA. BEAM lI 11 I i I I EQ. 1„ 311 II II II II EQ. II I II I� UJF BEAM 1111 I " I/4 (3) SIDES PER PLAN I I DO NOT WELD I 'K' AREA V 1/4 I I fE a/axbl/2X1'-1" W/ I I (4) 3/4",0 A325 -N HSS COLUMN I i BOLTS, 31/2" GAGE, PER PLAN wil I FULLY TIGHTENED & CT I ON 13130 -SR -18 SCALE: 11/2" = 1'-0" y GlY 10, EXP: 6/30/14 cn I� W w aW LL t� Hz O o N c' M O M > O �� M d- � O cn 7:1 b o �c y GlY 10, EXP: 6/30/14 LL + WWF BEAM PER PLAN. 1111 COPE TOP d BOTTOM z FLANGE AS REQ'D. 311 p 0-4 fE 3/gx4xO'-9" Wl 3„ (3) 3/4"4),4325-N x BOLTS IC7 2 T.M. RIPPEY fEt�/ak6 1/2 X:�' ^ SI/2 " 2013, ALL RIGHTS RESERVED IL C CONSULTING ENGINEERS INC. W/ (3) 3/4"4' A325 -N THESE DRAWINGS ARE THE PROPERTY TM RIPPEY CONSULTING ENGINEERS INC. BOLTS, 31/2" GAGE, I AND ARE NOT TO BE USED OR REPRODUCED FULLY TIGHTENED1 IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. I I 1n DATE: 04-26-13 I I FILE NAME: L 3x3x1/4xO'-3" I I DRAWN BY: JSC I ( — CHK'D BY: RPW HSS FRAME COLUMN SHEET PER PLAN I I I I UJf= F=f;R,4t"-Ir= 5EAt-1 5a rF TO LUF E3At'­1 CONN. sa OF 8 13130 -SR -15 SCALE: 11/y" = I'-011 TMR PROJECT No.: 13130 EXIST. DOOR NEW DOOR z X Lu EXISTING GUARDRAIL TO REMAIN REMOVE DOOR t FRAME AND PATCH OPENING TO MATCH ADJACENT SURFACES EXIST 1 DOOR I ' EXISTING 1 STORAGE AREA OFF ICE (o EXISTING INSTALL CEIL AT 1'-4" AFF. NEW WALL 18 EXISTING WALLS RAISE MUCT AT THIS AREA TO PERMIT INSTALLATION OF NEW DOOR CEILING I I'l ho r. > F EXISTING HALL. EXIST. DOOR EXIST'G Oi AND STEP PAINT ALL NEW AND EXI3T'G WALLS IN THIS AREA PLAN h10RTl-1 z E O 4 NEW CEILING FOR OFFICE BENEATH PLYWOOD SWEATW G) P05T SIGN- "NO STORAGzE PERMITTED" w I 2x6 WD EXISTING (WALL HR 1 DN' HR 116 LIFT GOMP STAIR REV 610N 1-2B-14 8 NEW 2x6 R I STUD WALL u i� HALLIUAl' i � 3 PARTIAL 2nd FLOOR PLAN SCALE: 1/4" V-0" NEW NEW INSUL DOOR WINDOW -1 19 EXIST. OFFICE EXISTING GUARDRAIL AT UPPER LEVEL OSI= I C� S NEW INSUL ALIGN WINDOW 1-1-1111 I'm 9= + 18 SILL 20" ABOVE 1 I NEW FIN FLOOR I 9a DO I E W 4xI2 i I DF NC i HEADER B AT NEW DOOR E ACOUST TILE GRID CEIL �+ 8 FT TO MATCH EXIST. d 3 NEW OFFICE �. 2x12 CEIL JOISTS X AT 16" O/C to NEW SWEETROCK WALL - SURFACE. TEXT 3 PAINT STOR 4'-101i2" �II "" II II SEE SHEET A3 AND A4 FOR ADDITIONAL INFORMATION OFEN TO F I RST FLOOR EXISTING CONC WALL r LEDGER ATTACHMENT: (2) ROWS OF '/4" x 3'1/2" Sr.* SCREWS AT 8" O/C EXIST FLOOR NEW SHEETROCK WALL SURFACE. TAPE < PAINT GYP CRETE FLR TOPPING TO RAISE FLOOR AND ALIGN WITH EXISTING 2x6 STUDS AT I6" O/C W/ R21 INSULATION, TYP INSTALL NEW FIRE SPRINKLER HEADS AS REQUIRED FOR THIS AREA IISSTAIR 3 PARTIAL Ist FLOOR PLAN SCALE: 1/4" = V-0° y -EXISTING GUARDRAIL TO REMAIN 2x12 OF NO. I CONT LEDGER (I R30 LUS210 SIMPSON w_iRS. ACOUST CEIL NEW OFFICE ALIGN NEW FLR W/ EXISTING GYP CRETE FLR %" PLYWOOD S-IEATH'G 2x12 JOISTS PER PLAN 1 X 2xt, STUDS W/ 1;2I INSUL 0 / PT x s�8" EXPAN ANCHORS EXISTING GONG SLA5— VERIFY THICKNESS _'G AT 4 FT O/C 0. PT SILL PLATE AND PT BLK'G FARTIAL SECTION SCALE: 1/4" x V-0" ALL FRAMING SHALL CONFORM TO SPECIFICATIONS ON SHEET SI. SEE SWEET A3 AND A4 FOR ADDITIONAL INFOIeIATION FRAME STAIR EXIST. STOR RM 2 V Ph L - City o Tigard U - AD rov d Plans (� B Date `ca P.-�NEL REVISION � {OFFICE COPY D o C70N P. oaa w cin}=ciic�tLQ� � } Lu ttu tU� � c �t vO���ai`���u O_jC,3: C, 5 4 nlm(�?w��w1� lu 0) Cl -j) -o Q'k u�jZ11-1- �`d Lu 51666EO-Mo IaUQUa-0ir 00JO1W46id! Lu 1-- -520-W'99 111 ut c i Q �} jj f- 1 Ul IL �Lu 3: Z U P f— O V V w f— U w oz Ci rNu d) (P �omo DATE JAN 28, 2014 Q SHEET u- -1 -1 U w oz �omo cj z e DATE JAN 28, 2014 Q SHEET