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BU P2018 -00258 lot 3 mEE /(1 ��� g 8 al/ 00 7((4)2 2 / D L. a a � NOM m m 1 RECEIVED W oE� cMEE O 00 h-. E—.nC-3 �� uRiy SSI' 12 2018 = Pio / "q44% CITY OF TIGARD Wa 3 l BUILDING DIVISIONCC I Y N W N I 2 1 2 1 Z ID I )FF 1 SCE COPY � � Crry OP TIGARD r,,'t� -44e 1 / D FOR CODE COMPLIANCE �~ GAB'�•L F. �',� I i Approved: aG /�' h �3 . UTC' a ;40 R �P D,OR • permit #3 •41 5768 �� Address: Z Sate#: �� OF Opti .7 C R `T� Date: v VACANT BUILDING 1 CI 1 AP Iz K} cNi < N I U I0) 1 / 0_ d U x � f � 4) 0 co to P / / / PROJECT DESCRIPTION I i \ / \ \ TENANT IMPROVEMENT FOR NEW B—OFFICE. THIS IS THE FIRST TENANT TO OCCUPY THE BUILDING. NEW SECOND FLOOR, \ INTERIOR PARTITION WALLS, MECHANICAL, ELECTRICAL, PLUMBING AND A.D.A. RESTROOMS. FOR REFERENCE ONLY, BUILDING w PERMIT FOR SHELL: BUP2017-00180. MINOR MODIFICATION #MMD2018-00035 AND #MMD2018-00037 Q / \ 0 w N. / \ c co i` N / PROJECT TEAM DRAWING INDEX ZS q� N / \\ Z o �O C �/ \ BUILDING 7560 SW DURHAM RD. o 0 \ ADDRESS: TIGARD, OR 97223 T-0 COVER / SITE PLAN Cobb / \ w z / CONTRACTOR: EMMETT PHAIR CONSTRUCTION Q 0 T-0.1 EGRESS PLAN Q — CONTACT: KYLE OSBURN w > \ /EMAIL: kyleOemmettphair.com T-1 DIMENSION PLAN 4�� / PHONE: (503) 476-5639 2_ FAX: (503) 399-0009 T-2 DETAILS N ,- CCB#: 57427 WA#PHAIRDC948PE \ V DESIGNER: EMMETT PHAIR CONSTRUCTION T-3 PROPOSED PLAN J _ CONTACT: TARA CANTRELL T-4 REFLECTED CEILING PLAN EMAIL: tara®emmettphair.com PHONE: (541) 521-7661 WWW 4, ' 1r * ` FAX: (503) 399-0009 1-5 FINISH PLAN w% . ` y w ± y ENGINEER: HORN CONSULTING ENGINEERS T-6 FINISH SCHEDULES a) CONTACT: DAVE HORN EMAIL: davec hornce.com T-7 ELEVATIONS -_' AREA OF WORK ARCHITECT OF DOMINEK ARCHITECTURE E RECORD: T-8 ELEVATIONS CONTACT: GABE DOMINEK EMAIL: gabe©dominekarch.com T-9 ELEVATIONS �— OWNER / CONTACT: BETSY HUIGENS TENANT: EMAIL: betsyC�pwccmarketplace.com T-10 ELEVATIONS A4/6 EXIS T--11 ENLARGED CARPET PLANS c�0bo 5 TING e- ACCESS 0 — w� c g:, W � A115411,-7.i_ 64) MIN. DEFERRED SUBMITTALS SO STRUCTURAL ENGINEER DRAWINGS c) N 8 4) u 2E-m nL EXISTING �OQ• E .5 a J Q s= \\,Y- SUBMITTED � — MECHANICAL (MECH. COMCHECK FORM TO BE a y�� y 14. _mispVAN SUBMITTED WITH DEFERRED SUBMITTAL) z SITE AREA SUMMARY :� § a 13 PARKING- a 96 MIN � � `��'�a — ELECTRICAL y TAX MAP AND LOT #2S113BA02300, m Ass #R2201028. SITE Q� W *. 1.4). . . — PLUMBING SIZE: 0.78 ACRES. TOTAL BUILDING AREA: 10,000 0 = 3 W W SQUARE FEET. 4 a 2 m Q L W 1 - FIRE SPRINKLER . * 2 e SITE PLAN KEYNOTES i. - FIRE ALARM f. 3 12w `r 11 W ' , * 1 Q .J i EXISTING TRASH ENCLOSURE W W 9 — SMOKE DETECTION 1. W W 8 W i i — ENTRANCE GATE 7 i 0 (2) EXISTING LONG TERM BIKE PARKING SPOTS CY 6 - — INTERIOR STOREFRONT WINDOW SYSTEM W I ` W '4 ��/ — INTERIOR STAIRS NEW ENTRANCE GATE— EXACT LOCATION ON OU PROPERTY T.B.Q. z I * w * W � -' I -, cc III * /*_ o f E M M E T T P H A l R SHEET NO.:O.: 1SITE PLAN (19 CITi 3F TIGARD Approved by Planning Date: c- s1� CONSTRUCTION 6305 SSR 97035 T-O LAKE OSWEC% .521.7661 i 0SCALE: 1132" = 1 -0" ials: OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com BUILDING SUMMARY CODE ANALYSIS EGRESS PLAN KEY PLUMBING FIXTURE CALCULATION 00EE .J ,.4..-c,,„, 00 LEI 0 O)'- L-21-2 SPACE OCCUPANCY TYPE AREA (SF) TOTAL OCCUPANTS CODE 2014 ORE. STRUCTURAL SPECIALTY CODE PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL OCCUPANCY/AREA LOAD CALC. OCC. LOAD WATER CLOSETS LAVATORIES D #; 0 v o NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. I N0 m m THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL MALE FEMALE RATIO MALE/FEMALE RATIO MALE/FEMALE U -DT U - DT)B (1: 100) 4,345 44 JURISDICTION CITY OF TIGARD �'� NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE W a� flo § § //77 / / / EVENT OF A POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL B/A-3: 5,899 SF 1/100 59 30 30 1/25 2/2 1/40 1/1 H ;:Eg7iv WAREHOUSE F-1 (1: 500) 3,050 6 CONSTRUCTION TYPE VB -- SPRINKLED PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND I ma 0 3 , A-3: ASSEMBLY, F--1: SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN F-1/5-1: 7,137 SF 1 100 72 36 36 1/100 1/1 1/100 1 1 U °v+3 B: OFFICE ASSEMBLY A-3 (1: 15) 1,554 104 NEW OCCUPANCY TYPE NAREHOUSE, S-1: STORAGE ON-SITE GENERATOR. / / I]'_ (71- STORAGE STORAGE 5-1 (1:300) 4,087 14 FIRST FLOOR SQUARE FOOTAGE 9,552 SF I {� (V WHEELCHAIR SPACE / WHEELCHAIR CLEAR AREA REQUIRED TOTALS PROVIDED Z 168 SECOND FLOOR SQUARE FOOTAGE 3,630 SF TOTAL SQUARE FOOTAGE 13,182 SF ( 15 -0 DIAMETER WHEELCHAIR TURN AROUND AREA WATER CLOSETS LAVATORIES WATER CLOSETS LAVATORIES 0 FIRE CODE ANALYSIS MAX ALLOWABLE HEIGHT/AREA [TABLE MALE 3 MALE 2 MALE *5 MALE 2 OD 03] MOST RESTRICTIVE OCCUPANCY: A-3 NEW TENANT PARTITION WALL 5�$ C�r CODE 2015 INTERNATIONAL BUILDING CODE MAX HEIGHT [PER 504.2] 40'/2-STORIES EXISTING WALL FEMALE 3 FEMALE 2 FEMALE 2 FEMALE 2 V1' GABRP.L F. '�',� E- wi �� SPRINKLER SYSTEM PROVIDED- BIDDER DESIGNED MAX AREA [PER 506.3] 18,000 SF ® EXIT SIGN (SEE PAGE T-4 FOR SPECIFICATION) UNISEX 1 UNISEX 1 e :1R if D,OR • I IFE FIRE EXTINGUISHER CABINET *4 TOILETS AND 1 URINAL PROVIDED 5768 SMOKE DETECTION PROVIDED- BIDDER DESIGNED 9 NUMBER OF STORIES 2- STORIES OF de" FIRE ALARM PROVIDED- BIDDER DESIGNED OCCUPANCY/BLDG. SEPARATION [TABLE NO SEPARATED OCCUPANCIES 508.4] EXITING REQUIRED PROPOSED PROVIDED EXITS 1 EXIT 3 EXITS (SEE PLAN) 0 Cr K) TRAVEL DISTANCE [TABLE 1016.2] 300' MAX 219'-8" N lCOMMON PATH OF TRAVEL [TABLEQ I� i 106.2.1] 100' MAX 72'-3" C, = im U DW \ I J . 0 0 _ • I i- i f - - i i i i ILO} :� L j''1 , � _® • ®- l�lo L. • „ _ win P o I cia MI ! l 1 1 WOMEN'S 7 C-OFFICE 4 / = % 1 SHIPPING MEM / E r A MEN'S RR ® ® _ M./ 1 / CONFERENCE 2 SOFTWARE F. \ ` _ T I /\ I ® 124 , 1 7 /�������//. /i�!!i //..Z247/��l�/L , //�//�/�/ //���/ rIM N • � '� IL— i l __ _ _ ; , / �P / - Di� CO . rts O 112 I / OFFICE 3 1 / .111UN13k710- , r/ / f// - +17 I 1• *O/ C-OFFICE 7 ! OFFICE 4 - - I/ 1/'/'/4 f. 0 ri D / 1 22 / F - - - --EXSYMEGN. r 11221 I/ / 111 f- rni / / / 1 11 . 1 11 , , /2• 7— / 72'-3" COMMON PATH OF TRAVEL a; rE / I� , '.Th(I L0 ` /I - C-OFFICE2 r. 1 BREAK RDOnn2 Z / ,JIsum 1 129 I LLI z \\ / // •i j J; \\ // CONFERENCE , Q CI) 99'-4' EXIT SEPARATION + \ / . L: \\// I w / / '" N. 0 .1 :: 6 /\ LOUNGE _hi •., �P / \ , , „I / / \ T C ICE, F-4 HAI 219'-8" MAX TRAVEL DISTANCE r 4 • , : ,A, \Pi4Ct j —' / o /0 LOADING /' /�/II + 1 /I - / CO• / VAULT®GE _ / / \ / •1 / OFFICE \\ // // \ / / / \ / � , i. i 124t/ I)/ Iiiiiii II i / a.)\ / . , . . . � l 1plh.(I it u u \ /%\ \\/ I I I I I I I I uP \ i 4.4 J / / CL \ . LL I . - / \ Lam = 1 1.11 ��1 / / \ \� " _ / OFFICE I / \ N /` \ //T/1///11///TZ1/// //T2/T///////l/1/////////7 # 1' ////////// , . z \\ \ uto .a o spa / \ c7m _2:f7,,,3 / \ p EE E as / \ U wadi-. ac) ,_ 1 W ,73 ') U p W = C Q1 LE RECEIVING 1 0' 7V20 . s MEI CONSIIG MINT / IL/\\ I \fit\ // IL - a' c c 7/ / // / / / / 1 11 / 7 / 17 / / 71 / \ _ n �000 // ." N / °O O m c a OPEN TO BELOW o aa c QLO O ---- _.-- . i i V \ AK ROOM+ BRE \ \ N 71 WAREHOUSE 2 WAREHOUSE N ® / - EIIN soo � \ / � T - \\ // rifI 1 < i\\//\/ \ Cr) FE. I-13g) i 1' II H---u--ti ; I It II II -- - - -I II II r .... _ - ---! \1--- - - r' 1: H II :I 11 1I-1 II II-t- II II II II 1 -- ': o o - --- .. �� ---- z U a EX EGRESS PLAN - FIRST FLOOR EGRESS PLAN - SECOND FLOOR E M M ETT P H A I R ri_ 2 ' " CONSTRUCTION 6305 SW ROSEWOOD ST. SUITE E LAKE OSWEGO OR 97035 541.521.7661 14: )1 T-011 T NO.: T -oSCALE: 1 /8" = 1 -O" T - SCALE: 1 /8" = 1 -O OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com 4"- QEE GENERAL NOTESl.T. ROOM #117: NEW INSULATED PARTITION WALL . v DIMENSION PLAN KEYNOTES DIMENSION PLAN SYMBOLS TO 6 ABOVE CEILING: 3-5/8", 20 GAUGE, a Lii w m�to8` ���f/ .%/7-', METAL STUDS @ 24" O.C. WITH R11 SOUND 6. 33 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, 1 RECEIVING 120: DIMENSIONS PROVIDED ARE FOR PLACEMENT OF FLOOR EXISTING WALL INSULATION IN WALLS AND (1) LAYER OF " ® F-- �O� CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO MOUNTED RAILING SYSTEM. SEE ELEVATION 7/T-8 FOR DETAILS. SHEET ROCK EACH SIDE. C um CONSTRUCTION. NEW INSULATED WALL TO BUILDING STRUCTURE W 0) v0 0 0 LOADING 119: UNCONDITIONED SPACE THEREFORE INSULATED EXTERIOR NEW INSULATED PARTITION WALL TO FRAMED W � � El) WALLS ARE NOT REQUIRED OR PROVIDED. CEILING: 3-5/8", 20 GAUGE, METAL STUDS @ © AND/OR 2ND FLOOR STRUCTURE. 2"X6" 25Alk 2. DIMENSIONS FOR NEW WALLS ARE FROM EXISTING TO CENTERLINE OF NEW WALLS 24" O.C. WITH R11 SOUND INSULATION IN WALLS - � GAUGE, METAL STUDS @ 24" O.C. WITH R21rg a .03 UNLESS NOTED OTHERWISE. SOUND INSULATION AND (1) LAYER OF %" SHEETNV U w �3 AND (1) LAYER OF �" SHEET ROCK EACH SIDE. CIC 3 VAULT STORAGE 121_: 1" RECESSED DOOR PIT AT VAULT DOOR BASE ROCK ON ONE SIDE TO STRUCTURE. 3. ALL WALLS, EXISTING AND NEW, DRYWALL FINISH TO BE LEVEL 4 SMOOTH FINISH. SKIM PLATE. SEE VAULT DRAWINGS FOR DETAILS. N COAT EXISTING WALLS AS NEEDED TO ACHIEVE DESIRED FINISH LEVEL. " NEW INSULATED PARTITION WALL TO STRUCTURE: W NEW PARTIAL HEIGHT WALL TO 3 -6 ABOVE 2ND Alk Z 4. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. NO EQUIPMENT ® 1ST FLOOR & 2ND FLOOR: NEW EXTERIOR OPENINGS. SEE STRUCTURAL v/////////13-5/8" 20 GAUGE METAL STUDS @ 24" O.C. Alk I —1 FLOOR FINISHED FLOOR- SEE DETAIL FOR INSTALLED WILL WEIGH MORE THAN 400 LBS OR MORE THAN 75 POUNDS MOUNTED ENGINEER DRAWINGS FOR DETAILS. WITH R11 SOUND INSULATION IN WALLS AND (1) ® CONSTRUCTION METHOD. Mr 2 ABOVE 4 FEET A.F.F. LAYER OF %" SHEET ROCK EACH SIDE. 0 O6. DO NOT SCALE THE DRAWINGS. IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, WALL THICK ENOUGH TO ENCAPSULATE COLUMNS el CONTACT THE DESIGNER FOR CLARIFICATION. ' NEW SHEAR WALL: SEE STRUCTURAL ENGINEER 1N ' AR DRAWING FOR DETAILS ���' C+ ►1 OFFICE ROOM NAME 0~' GABR .L F. "'ex 100 ROOM NUMBER ' `rar NEW INSULATED PARTITION WALL TO STRUCTURE. o ;411R D,OR '� 2"x6" 25 GAUGE, METAL STUDS @ 24" O.C. WITH © O KEYNOTE 9 5768 V// //// 1 R21 SOUND INSULATION IN WALLS AND (1) LAYER c, OF %" SHEET ROCK ON EACH SIDE TO MY STRUCTURE. OF Ogg in 21'-9i" 7'-114" 23'-'Ii" 16'-5i" 10'-2" 18'-7i" Q 29'-8i" 0 33'-13" O 13'-13" 0 22'-1i" 0 Cr in / lr / r J, r / r ;r / 0 N 0 = rn irY i` ' �t` ' I - 0 : `D'i 101 l-i0F, L - / U o0 - ® "' SCM R • Acl � r R ii _ rr 4 VOMEN'S R -, www _ C-OFFICE 4 , " I d I = SHIPPING141 == _ _ (-- MEN'S RR I\ :1 ' I 110 1 9 -11 uwis C..1,_ . T O Q BEN lo =MI �- II■I. . . . . . . . . . . . 5'-O" I .� ,-� _ _ - \/ CONFERENCE SOFTWARE �. I Mil co ix .j1 20'-5" CLR. r 13'-9" HALL �L _ i" ,. I - 3'-4" ® i" N .j„0 AL GN 29 -10 UP U 14 -10 q • oFFr N tiYvvYY YYvvYYYvvYYYYYYYVVYYYvvyYYYYYYY _ �I v YYY 5 �. I o ' v Y Y r , ON COMMUNICATIONS I T. < 1 117 I < C-OFFICE 3 - - OFFICE 4 A < 4. < , , . . : - (--,_ /,_, , , ii.J 6'-10" 7'-8i" HALL 4 ' I - Q1 rip, . _ EXST.MECH. - I I� - � �� F Q MI '�F ; < R 25'-9" 10'-0" 10'-6" 22 -1 in 1122 I \ F� \ - - < C-OFFICE 2 1 U 0 --S- -- / _ ® E �\ In BREAK ROOM 2 • ALIGN / 1 < O / MCI _ _ \ ♦ 1 \ / a" \ / I l . SEE ATTACHED < \ / _ o CONFERENOE, Z \ VAULT \ / , i� /\ 1"-153 ❑ DRAWINGS FOR DETAILSL0 /\ LOUNGE Q / \ I / \ 1 130I { M CR / \ - b / \ LLI / \ I ` C-OFFICE 1 J' \ I� �ILii - {,J3 CC ' HALL, I ` ' ..71 < L,as1 ALIGN 1 L I )( I I e Ic_�I DO 5 _ / M N , LOADING .0. , t vAUL®AGS 14'-6" - I �- 7I C� 4CL� ''-10" ,4'-1 ►" k ; CLR 4 /A �--+ OFFICE 2 • 0\\ / \C34‘ I/ N, `I \I \ / \ 11 I 1 I I ri, If f I , +--+ 0 0\ \/ 4 >E Z-c' \ 10'-0" : I /' flllllll u r [ i , \/ \ DN 111111111 / \* /\ \ ,- \ r 0 ♦ \\ iFFICE i , \\125'-1" \\0 43'-3 15' ,1 " 14'-10 ,1 -- — `I © 103 6'-0" -- 6'-0" L \ CLR 12'-9" CLR 9'-11 \\ '' � r') , \ ��� mm / / , •\ W U 4�o w e � a O RECEIVING I , r \ \ w..E13.2. cn L,J I o 4� \77 17 7 0 CONS®ENT r In / I ,/\ ,`,, =r✓ , , 14'-10 " \ P 24'-9i" - 531-4" I \ _ a. - OPEN TO BELOW 5' 1" rJ N F __ _,__ __ / \ Si- -C pUp�� o en 4I BMW ROOM 1 - -- ` CD 17 ir I \ = I WAREHOUSE2 WAREHOUSE \ / \ / I 100 f \ / T - ---•- ` \\ // I - N \ / � ,11.1. w / \ I ♦ \� , J 1 � / / \ I ' 1 0 1: H ii H 4 - : n H l r): r " 11 85'-8i" 12'-5i" LLJ Z "/ / b 0 Q cL DIMENSION PLAN - FIRST FLOOR DIMENSION PLAN - SECOND FLOOR �2E M M E T T P H A I RN SHEET NO.: T - 1 SCALE: 1 /8" = 1 '-0" IC:_ T - 1 SCALE: 118" = 1 '-0" C:_ \ C O N S T R U C T I Ofi305 SW ROSEWOODOSWEGO OST.R 97sE LAKE uIT0E 35 T- 1 541.521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.corn Ci a* SEE POWER DRIVEN FASTENER NM O G BRADY SYSTEMS "SLIPTRACK" ,-1.--Nt • 003N-rc.c UNDERSIDE OF EXISTING TOP TRACK.- SECURE TO m co UNDERSIDE OF EXISTING \ \ STRUCTURE STRUCTURE. `o '- UNDERSIDE STRUCTUR, H NOOCOmm STRUCTURE ' 1 2" ACOUSTIC SEALANT JOINT, 0 c I 3 30 MIL. METAL STUD, BRACE y / -ac"In E • E I 3 a", 30 MIL. METAL STUD, BRACE I§ 48" O.C. MAX & WITHIN 12" 0 � � TYPICAL AT EACH SIDE. UJ O0 opo \ � © 48" O.C. MAX & WITHIN 12" © CORNERS. ALTERNATE DIRECTIONS �' CONTINUOUS METAL J-MOLD Er3 CORNERSIIIII . ALTERNATE DIRECTIONS PER LATERAL BRACING DETAIL. R� EDGE, TYPICAL AT EACH SIDE. I MO- °� 3 PER LATERAL BRACING DETAIL. ATTACH BELOW W/ (4) #8 SMS, -''�J ' U W v3 ATTACH BELOW W/ (4) #8 SMS, ^.-� SAFING INSULATION Ct C1 I • Z ATTACH ABOVE W/ 8 SIMPSON c� ATTACH ABOVE W/ $ SIMPSON �� TITEN HD EMBED HNOM 2 ". ADD (3/4") SHORT OF �1� • STOP STUDS N TJ TITEN Hp, EMBED HNOM 2 ADD 1NElllnnlll,niI1III I FLUTES AS NEEDED FOR � TRACK TO ALLOW FOR W N �iuu uiiii+fni�lin i3jiiin�iiFjinniiiniii jou FLUTES AS NEEDED FOR `` ♦• ANCHORAGE. •; �� ,,,,,,,,,N\ - DEFLECTION • ♦♦ ANCHORAGE• . 74 tsoy N %s .• ` 5�6 SOUND BATT INSULATION :; ��,{ ��- ACOUSTIC CEILING PANEL & GRID �• SUSPENDED CEILING SYSTEM �_ 1. �' ACOUSTIC CEILING PANEL & GRID = GYPSUM BOARD . CLOSURE ANGLE I •�• • B en �' ♦ ' CLOSURE ANGLE , �� CLOSURE ANGLE +: � 3 " METAL STD ® 16" O.C. ` ♦ , BLOCKING ? :;.� SOUND BATT INSULATION c� �� 4, C 0 ' SOUND BATT INSULATION Z � ,.' 5/8 GYPSUM BOARD ON BOTH �� r r" p GYPSUM BOARD v SIDES �~ GABR0. ' F. �',� GYPSUM0 LA_ BOARD w �` .•.1 ; •: : �: J METAL STUDS, 03625125-33 SEE 0 �� J METAL STUDS, 0362S125-33 SEE �` WALL TYPES ON SHEET T-1 L` A� - e :��R D,OR • ,�� WALL TYPES ON SHEET T 1 \ \ ♦� I.l - METAL STUDS SIZES VARY, r r ..// % 07 v �♦ 0,1450 POWER ACTIVATED DRIVE � - a. SEE WALL TYPES ON SHEET T-1 5768 vitS� ca �� 0,1450 POWER ACTIVATED DRIVE .♦ PIN W/1 INCH EMBEDMENT AT • � >' ' OF 02- PIN W/1 i INCH EMBEDMENT AT w l 0/Cca Li] w ' .� 4 FEET MAX INTO DECK. � � c,.-_____...-------- ,., INSULATION TYPES VARY, SEE ,�} .� 4 FEET O/C MAX INTO DECK. AO. , ; o , .► w WALL TYPES ON SHEET T-1 �i . ..Ir*1 w .1 _ � ACOUSTIC SEALANT AT SLAB ACOUSTIC SEALANT AT SLAB 0 t 1r • SECURE PARTITION WALL DETAIL PARTITION WALL DETAIL PARTITION WALL DETAIL .� in ri----- . 2 N --11 INSULATED WALL- 6" ABOVE GRID INSULATED WALL- TO CEILING INSULATED WALL - TO STRUCTURE U 0 = Ce 00 • 5/8" SHEET ROCK FINISHED TOP POWER DRIVEN FASTENER 3'-6" A.F.F. BRADY SYSTEMS "SLIPTRACK" 0 TOP TRACK.- SECURE TO • 3-5/8", 20 GA. METAL STUDS © STRUCTURE. to I- .� 16" O.C. Ll STRUCTURE n 444"" • r� 1/2" ACOUSTIC SEALANT JOINT, •• T / ANGLE SUPPORT ® 3'-O" �` ' TYPICAL AT EACH SIDE. ABOVE EXST. FLOOR STRUCTURE. �111 • CONTINUOUS METAL J-MOLD A < EDGE, TYPICAL AT EACH SIDE. ii • 5/8" SHEET ROCK EACH SIDE /'�� . SAFING INSULATION N �P����� • � • STOP STUDS (3/4") SHORT OF LATERAL BRACING �c,C �a � TRACK TO ALLOW FOR ABOVE CEILIN \- � Q PLATE" X 3 X 9 ��.. i .rte DEFLECTION �V PG� 0 LLI SUSPENDED CEILING SYSTEM �� illu ::::::= NN, ,, o CD .'' CLOSURE ANGLE 0 �� -�� (NJ " DIA SIMPSON WEDGE ALL -- BLOCKING \vO ��\� �P CD 07 o 0 EXPANSION ANCHOR C� 6 "in • Z - 5/8 GYPSUM BOARD ON INTERIOR \'' \` .� ��` Z WITH 4 MIN. EMBED W/ X 2 � SIDE ONLY �� rt.'''. P� LU Zp "X 2" PLATE WASHER ON BOTTOM cc SIDE LOCATE ONE BOLT AT FULL = i NO GYPSUM BOARD ON SIDE �� *$ .Q) o 5 5 i" THICKNESS - GC TO A / NEXT TO EXTERIOR WALLPARTITIONS = w SCHEDULE A SPECIAL INSPECTION 0.1,.,...-11 . \ -.1---------- Q 44 cl PER CODE REQUIREMENT \ .,- . R21 INSULATION FLOORING PER SCHEDULE 2X6 METAL STUDS BRACING BRACING/// ct• • EXISTING 2ND FLOOR STRUCTURE w CROSS CROSS Irlw�......:..:.............. '.hNaElr , w !. -----------SECURE WALL WALL • PARTIAL HEIGHT WALL INSULATED WALL DETAIL( LATERAL BRACING .-4 r 6 E KL- 2 WALL TO 42" A.F.F. 1110 INSIDE OF EXTERIOR WALL TO STRUCTURE T _ D DETAIL a) LL FIELD TECHNICAL INFORMATION ",, Lateral Force'Bracingit,g;,a,p e,nai Hanger(Suspension}Wires aquas saad sal he.:-as GLOSSARY FOh7 THIS aOGUMt=ut' Lateral force Bracing •Coil construct arise,sed lass or board,screw or nail at- end when must be plumb within I t Sonless ppyficaFron rlpCrar?ndAlfofid Mr work at NIB easy or Wing P gYPaum •Hanger p19 WE1. Fy (6Fw Sal Wetted Er SepaafA9d members that Support s aging on One level extending counter eloping wines are provided(Ewa 561.Scum ASTM C 536 aec::c'-',r from wall to wet shall be exempt/roe the lateral force bnac'mg requ'senents. CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES 0 C3 O 401 .: .,rd- a:,,:,,:rice',:,,.,]: •Speer Sleet shall wean anti on center 10 Sege '-' Suspension Systems for Acoustical Lay-in Ceilings epaced5bw en pe aw.swce ASlMes the main beams, t own as with Tlteb g method used taovprevent HargM yews placed wvMhnegRl motes sWy W m 0 L 03 E& •Lidera force bracing is the use of vertical struts loompressla0 poste)and •Any connection device at the supporting candructlan shall be capable,of ear- the mom beams also known as crossceiling putt or restrict lateral-move- of me surrounding wake. YrYw T T re' aevlsFD,fuaB Seismic Design Categories D, F '` splay wiles T .ce cacn ao ]-a ..,., runners or cross Tbars, stdem a seism.event Lateral Q'47 [O -- T `i` lei figure�7- �«lase than too •urwn4 .Forceiling wow exceeding 1,OW agave reel:Ilariaanb!restraint f me cell- •Powder-detvan shat rn aaChds 0AFe)are an approved m,tt,od of a118c10001 i bracing consists of vertical struts PLENUM `` V .usts Alla 1 the stnuchad tem IaMrd lata grana ehMl be r,- cos _i.,,, ��„ and splay wires Peril 9 U Ina system l 9] prw'rdesins la N.G.-wires. .gin ay.sane'cow...u" W DJ Qa U DIFFUSER lbs space above avers ed ceiling. Cl7 O _ L ■ _ A ciatter or rectangular metal gall S. o- ] •Tem..ands od each mein been and prose-tee must be supported wpwr 8 L used for the passage of eskers a MAIN BEAM SLACK WIRE CO e • m •Lab i F Bracing shall bola feet rm cent.immanent and begin no aches of tech well with a perimeter wire(nee Nadia 4 6 5 b).sem•crscs>�at A 12 gage wire'that u rot tight or taut. 00o- 5 farther than 6 feet ham WOO,sn>,e.G s.,sae,me,}n ducted system, The primary It suspension member sup r -'- N This document has been revised ` •Woes shall not attach to or bald around 4Saderirog material«a0Wpnent.A tiaua sed h also known as 'f'� U E •Sesmlc splay wine' t bore,12 gage ire.attached to the main team. trapeze«equvdertl device shall be used where obstruction@ pnacl de direct u-Verinte P� po by Unger wires. V based on current Building Code Wires are waved 90°from each other and at wangle not exceeding 45'00111 an, ASB ENTIAL s designed BUILDINGS SPREADER t SPACER BAR VV tea man runner,carrying lee,carrying Z C w Q�j� cp apxtion-Trapeze suspensions Mall be a minimum al tacit tc-back 14i loch Any buildings designed to be used A bar with notcnea to prevent me Sus- -,_ ` Standarr0S.In all buildings,other than sans3 tm plane o[nue urea ng .r:tar cold-rd ial channels fa spans akce0olng 48 niches 1000,,•re 1.15.,..:00,1.4 .. �/ bypublic a lire alae-on rrnrnv or mains pans an system from separating.also �' i O Q h Pu q,,o,n as a called a stabilizer bar, Maaimtcm Recommended Lengths ler •SelenesplayWires shall be attached to the grid and to the structure In such EEecthCa!fixtures center, station emeryenCy operations MOLDING/CLOSURE ANGLE J�.Q w= structures&castled es essential Vertical Struts that they can support a design load of not beset.200 pounds or center,State Patrol otic.,sheriffs A light gauge metal arab or Chan- -`a ue -0 w the actual desir bad,with a safety factor td 2.Whichever is 9rester}figure •Light fixtures d Iron,t lase than 10 pounds shag have one 12 gags hereat .' SPLAY WIRES `-r CCD 4] faGiritieg,suspended ceilings installed r EMT CONDUIT 6C.sw:s ciscA rc'°vs 3 wee opnnegtmd horn Me Wow to the stmcture above'.This who be deck. office,or emergency Communication n@1 festered to the penmater wall or Z rn 0 In accordance with the proscriptive k -t 'h'EMT conte It up m 5'10' ) `c-'°'-:41`.es_ ,rxn3-- " I diapalch center. parlttibn to or irnstail0,al vn angle rab,er than O •"Powder-dd.en shat-h anchors'(PArsl.when used for sensmw maks.. perpendicular to-nasal 113 U w V Mares more than 10 a and less man 561bs.shall have peon the parameter eras of on ac- -> as Part of to PrescnPl ve path'n Seismic Deutan Categories D E and F shall Light waigGrg Pound g O - 1- a) '� r Iwo 12 wires attached a sin COMO'S of the' fixture to the GRID cousllcal calling grid, • u) O) pmvisians et the 401 document are _ -Iy m'EMT conduit W to 7'N' 1 have an ICC ES approval for se smic arwlx.-albnaand shell raga re spa SaOe oppo 9 trate' VERTICAL STRUTS 0 CO '-p = E Neer$ impaction"irrespective of the type of occupancy category the situate - in 91ydCMe above.Ties.wire may be stack 6a4r -CiSCA Sean,.:i 900]4 The mein beams ofd erose tees o}the The rigid vertical member used in deemed to comply with the current - , _ 1"EMT Conduit septette.System- PERIMETER CUPS up id e'9' PAF anchors for locker Wires/splayed vara installed for purposes ober than •Light Fissures weighing more man 561Le-shall be supported directly from theliners!force bracing of the Suspension us Q� O p] building Code int tlon. `�-..,;;;Wire-e-'11 selarNc restrain[are exam from this requirement.scarce ass c•c•-•,,.2,n.n structure above,Thos wires must be tae'.-s.,rce.fnC4snma sur,,,,./..1 ire6s HANGER WIRE. Proprietary angle bracket alfachetl N- system. p CO N p C Q U w Also known e'.5 con reggion E, -fir.,C ng otPnate `�-.' IME tAl.STIIpS Ccdsz Lw,z,or ) � arattly to the wall mob ins/closure tinge- •Pendant moutetl natures VW be deadly supported from the structure above mew rxnww4nm4m or 2 gage se' ed who used h I f �' he Pans,seismic pods.swvnlc dmb- Thisdexum001 x00 idea tale lUG20D8 `'� Svg3a ls/e"metal stud d23 gsuael upfo 12'9' 'sSOW/WIree�to tb wahln 21nc4ee of the canNlectlon Wth0 ventral std to ueks9 eggaga wiro orn@approved o(oloo e6 support wnnwr ai In@ will aD primary suPP tanr 01.9r �� weal rat at seisms acl'vily and rnteaoaka G7.0 n9 tat for the tl s t Common materials ate electrical con- f ` banded ng 5awce.Clsta%sem zare4s< suepaebn system hs,dlreel support. .- n Also called suspension wires, dug(EMT)metal duds or Proprietary Q CD+-= Us Back-tp-back 1 ,"metal.tad lied 15'0' •R brad me be deed b Halt of w1roa,Swca:ASCE secthn 1].S.a 2.Sc •Tandem 1blterBa may raise common wires. , , - properly w iR ends of Std system. ED -0 Us reiaronced standards for the CO.- leo gauge! a Io Y epby r pratlucb. 1- e's O> C) insleEl9lion of sus nSion 9 stems Cmll'v 01 with peenums leen then 12 a•r?nee m 00.0.1,are not requ{red id frteChtical Services m '-' e1 , Pa Y I Single 2 Ve metal stud(20 pugol up to 13'8• I have brand lace Geeing.sows homes Mathew Dea•navr,i •Terminate or service washing 2e)Ibe.but not more than 58 lbs mud have two •Vertical etnilo rale[be positively attached to the susperalan systems and the 3,."•,B. for acoustical lay-in ceilings. General Recommendations I Back- back OW metal stud up tp 110'9' 12 gage wires correcting them tok.the r.1000 system hangar or the Ndeluro •Referenced scarcest per taeranchy:Mg IBC(Intemattond Building Codex. (25 MOs') sWcture ebbe&Sa.��:v r,�5fn ave above.Thew wires maybe aleck.'scare Cr5[A Sean:.rem 3-: Incorporation of this document will •The vertical Brut maybe EMT conduit r1e141 studs or a proprietary compres- Am0011 0 Society of Tesr0 Mater*.(ASTM C 635.ASTM C 636,ASTM Sawn: •eo we'aww,q�noam.rh elan pont lase figure 3I. •Termtrals or services weighing more than 56 iba mut ba No.t b ntl•ndl' provide a more unifaln standard E 5801E 580M1,American Society al Civil Engineers(ASCE]-951 and Cell- ...Med directly hornme druc:baa Wawa.Thew wine must bet Wt.Sake: syr„y ey Ings and Interna Eyelet-1a Constriction Association(0ISCA). aide., Wall eild lding s;r.was 4e'and an: for indall,tion and inspection-This •Partitions that are tied to lh0 ceiling and all partitions greater than 6 feet in •Walt moldings(mime.closure angles)are required to hawse h00.151ta `TIC a a esevtl�,w re an¢w-inn 1055-A NF ri5rn 3t. The NWCB has been sern the mrretrucaion Seismsc Separation Joints rr,gmenng document is designed tO 8eC0 height else!be engraiy braced Io the structure.Bracing mil be Indef.'F rigors 1e flange 2 inches wide One em of the Ceiling grid shall be etached Io hI wall 00000 ex ^B 40-1-140,--•,w., i ngn mpliSh dent dale ce l na splay bracing system_ .see r _. is s.s i Atb,10,4 Wall Molding Requirements mottling,Leaner end hal have.nI nob c 0,0000 loam the wall and hoe to •For ceiling01cacti 2,500 00log 1 L a seismic separation john 000 NWCB Seatt3e,WA 98115 inletr.lor over forty years.11 s recognized !height wall partition that breaks to coifing shah be provided unless analyses 'V'1/Y�. Phone I10ei 524-424] es a lathe loot aumom educational body and fire intent of the international •For further inlnrmahon m bracing of noaload belling pendia-brew w to Nlm- �'°>�" o --e;1 o are performed or the ceilings bracelet system,G angina and pernelrahms saws concrete Y Y NWCB Iachnieel document Nald-501 "". s •Where substantiating documentation has bee provided to the hod jugsrli5- b pen de suIident clearance-5'0„ 0.001•�:- Ss, :s i:'- s�,m, 1, Fa,12061A24-413.6 Spokesperson fir the wall and cal ng industry.H Bonding Code FM with regard - - __ - se a.,x n•,. .r.m„•e.•W,c,rrh w nn •All main beams are to be Heavy Duty glDl.a,uire_Ascs,of ee:,un 11 x10.2 es •hon perimeter aHPS mai he used to satisfy irp reQWYem&1D}a the 2-Inds •The layout and bream of-them...Mc separation iota Nal be per the design- kw Free 18001'424-0215 providessenticraloerGnitecbandtlecon- io the requirements fpr 000.001 .pa crow teas shell be capable of cbsure angle is r.:ay.. - a- ,nrv.s_,,. erW repprd arrd noted on the pone.R a seismic - cenying the detagn load,without exceed- '• •The add shall be attached at two adjacent walls(pep rivets or approve]matt- ,ng n.thecae*. two me ant detailed dole s re by 00041 1ch.ag the crier.community a do all g Ind try to design category D,E and F fee Iraq deflection equal to 1/360 of hs span.cwrce cisco:ram.,. - a1.Solfm 0Mp„d to pant al read bad with the bottom plane of the rtd tlaeig dasgn,r may 9enovem int lona lad in mix all be a document www.nwcb ora the Nversified wan and cooing industry. ins 9 or a PrWanlaY tole.Tee ansae d lose movement 19eP dssian)Mall be e Suspended ceilings and meted items. • These reoomnendafiom are intended and Independently supported and laterally braced to the structure above era minimum of IS inch,son.stares a,rt M-,o.. i, As the industry's development and cooidige for suspended ceilings Inducting grid, deemed to he equivalent to wale-sn..o.81,10 We'.+n 010 4ln GOCm C34,7, •In Ileo o}seams sensation Inkib,the cream may b0 divbetl ludo seas less 1enr0, hag organ zatgn the NWCB saw the need to Unless Supported by engineering, ganef tile,light fixtures and a ¢'A. NWCB-Oregon Spreader Bars ri swn2500 square kat bye.use of perdN °4Rb °na°r s9e'i°Y°"s:partitions 9eatablishadocumeni to provide clarfcat on andtempi ahs weighing es more the 4 lbs. "fe ani extend independently amrtannmM6inches Move to level of the petals dl the grid and shall Phone,-(5031 295-9333 the Suspension system shall be per square Foot.tn.. axon,o,F4.1.35figrn 30 • fteSpreader/ewer)bars shell heed to preventl ers of the main beams fav:(5031295.2]33 tee infant 01 NEHRP(National Earthquake HaZ- he independently G0b ned the structure above Solt..enol extend Io a point al and cross teas d perimeter vide from spreading open Mein a semen c Med. SlnalteehM ViaI Molding Raguiromems seat level we),he Saturn plane of ewer,'and shall to independently supported aide Reduction Progrslrl an agency of FEMA W installed par these requirements. z• Perimeter wires shall not be In ileo of spreader bars so,w_v..c Lr. :c.- g {Federal Em p.m • All were ties are to be three tight turns and le alty traced m the structure above,su.:r -s--n:,:,1.g^mezarm�, B.C.Weft and Ceiling Association Emergency Manegarrrt5nt Agency}rt Manufacturers'rscommentlationa } around read}within three Inches.Twelve _._•� •Other than palibbns and soff40,sebmlc jolt.may tart be used as part of a • Plane:-(6041575-0511 r meant to serve as a sal of recommendations Q •Spreader dere are not required at peri raters whets runners are°thchetl s gage Hanger re spaced 4 foot on con. ••,r h rated peeing aseembe unless substantetnng documentation is provided. Fax:lad)59]-]208 should 1d followed where applicable. to Ihg 1l -4 ns*xt eaaz tam z a - directly loc.:are angles, _ --e.0 n hula,�r9 ,9e and Is isnot for any swede construction n • ChangesWe ryrgaen n5000t tee alternativetC spreader hers. - Pmiec[. Hung pears w6 ranee 0 `/ Sprinklers __-_ Alberta Wall and Ceiling Aasocietlon � µ„o •Spreader bars are not raqurred 1 SO degree Interaecbn01 cross«main k Poste e bracing, 1 -„ - Phone{4031250-7945 The ruwcR maims no evpreaa or implied wan `n Apws 1 - ,. w.mm 13 inch.m the perimeter wall. F«cern,wahout riga kneeing.sp inttla head peretrallons Mag have e'2 hdh - V Aurce ASCE,-0.1356220 a\ 0VerS100 rang.sleet/ or adapter through to ceiling de to albw floe hgr*ra,Sl et V161. { rr•'u. Few:1403}281.9515 ratty or guarantee. • XI •5001e substentatng documentation has bean provided to the lock x01,15ctnn, } a ter Gips nay be used t,satisfy the requirements I«spreader bars. least 1 nolo in aft hanzonbl directions.Freebie toed tlaelprn Melt®t ewdmoelote ... l inch free movement shell be Aetna.'man alternate.swece.0.hcs r a tsssuse w0BIHWEST WALL a CE+4h6 eUAeau suseens00 sr01000 Foe 000501-0001.LAY-ns GeeelPSALASKA•I0AHO•OREGON•WASHINGTON•ALBERTA•BRITISH COLUMBIA•SASKATCHEWAN 0enr.mea,WALL a x OL ria BUREAU•5.015. Ava.awas,WALL.4 CLUING easeaa-erePEapa SYSTEMS ren ACea., eaw.ra COLsae Q Ct 0 0 SUSPENSION SYSTEM FOR ACOUSTICAL LAY IN CEILINGS E M M E TT P H AI R CONSTRUCTION SHEET No.: 6305 SW ROSEWOOD ST. SUITE E SCALE: 114" = 1 '-0" LAKE OSWEG0541.529 76651 T-2 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com c=3 ,11.11-0E -J --C•1 14 V R LAii O r V GENERAL NOTES FLOOR PLAN SYMBOLS FLOOR PLAN KEYNOTES D ()=032 Ho� 4) 4) 1 ALL ELECTRICAL/LOW VOLTAGE COVER PLATES, COLOR TO BE WHITE. ALL OFFICE100ROOM NUMBER KiI CONFERENCE 1 #128: PROVIDE 1.5ROOM NAME " CONDUIT IN FLOOR TO CENTER W oCD 0 b o ELEC. / DATA RECEPTACLES SHOWN ON PLAN ARE NEW UNLESS NOTED OF CONFERENCE TABLE LOCATION FOR POWER AND LOW VOLTAGE. I= E� 'o OTHERWISE. 2 KEYNOTE 1 cliffV 3 XXX DOOR TAG O VAULT STORAGE #121: ALL ELECTRICAL TO BE SURFACE MOUNTEDU w TO WALLS/CEILING. Ct Fl a) p NORTH AND SOUTH STAIRCASES: STAIRCASES AND L Nzy ELEVATION SYMBOL O3 HANDRAILS/RAILINGS TO BE BIDDER DESIGNED, REFER TO Z CgcDUPLEX RECEPTACLE ELEVATIONS 1-6/T-10 FOR DETAILS. QUAD RECEPTACLE 4 RECEIVING #120: RAILING TO BE BIDDER DESIGNED. SEE ELEVATION 0 O 7/T-8 FOR DETAILS. a Q CAT5E DATA / PHONE WAREHOUSE 1 #100: TRENCHING FOR CONDUIT TO RUN DED DEDICATED CIRCUIT UNDERGROUND POWER AND LOW VOLTAGE. COVER WITH REMOVABLE O SYSTEM FOR EASY ACCESS IN FUTURE. IN FLOOR LOW VOLTAGE �� `�C WIFI WIFI HOTSPOT AT CEILING AND POWER RECEPTACLES TO COME UP AT CENTER OF VERTICAL ��� GAB' •.L F ,_2, TRENCHES, TYP. WHERE NOTED : D !f. ABBREVIATIONSE �i✓Mr � e :OR VD,OR • (2) QTY. OF DATA DROPS IN.. 5768 e+36 HEIGHT OF RECEPTACLEOF 40 0 p r____ , i_ , 1 i , i i i ___ i < , 1 IN ° ' i` ' ` , I om ` ` Jo - .- c.)T7OE at 40 .: L-� • 00 1 • Ce n re law A017i. , 4_\ — — J_ —\ I J I WOMEN'S Rpt T-, It �� C-OFFICE 4 _ /1 4 1/' SHIPPINGEa {I A MENS RR I 2121 AA ®'I ' ® ® ` / / ® �® _ Lim11 A' / CONFERENCE2 CL ci Q\/ SOFTWARE .w•s _ '11 HALL 2 len _ I '/\`I 71 .® MI c { MIS V AN UP = / `r r - MEM OFFICE 3 CD 11 - DN COMMUNICATIONS 128 v vv till 4 —— I . / . � .. - YIFI ® f C-OFFICE 37OFFICE 4 • / 0 109 Te de ow Fi _,A: . . . . o . . .F P 7 fMr / ` - / HALL 4 4TT + i - EXST,MECH , / 0 ® { +.,a UJ / 1 IU F / - Q r 4Y1;=/ 0 ' / /r---✓ / / / II / / / / / / / / / / / / / // / W ' — / • C OF E 2 \ 7 / BREAK ROOM 2 co 00 Cl) \ / \\ / / ® O YY{Y +7I V O`\ / / � FF\ / 7 ; A 7r) O Q\ / \ / \ \/ HALL 3 ` / i ® E CI /\ LOUNGE 12 / \ / \ I130I �I W Z / \ < / \ / y1 Q V J / \ 1 / 4fIF1 . C-OFFICE 1 / N 117J UJ -7 0 I \� , Q'�1® (II> f"} II 2- / FLmR f -- LaAaING � 0 _ // / • VAULT STORAGE . / , ® / \ / D ' \ / ► 7 -1►-Il''�, I I;:- <: 2CD IV IIIIII1111 11 I I Illl,llliii l+III`.I I1l_Z, L=--!.1J.1 - 11lI _j _ ,411 \\ I _ .LJ,.L�1�JJ- ,/ _ // \\ 12" OFFICE 1 / \ ♦ / / _ / , Eli ./ \I / \ 0 Q� 6'-(T 7'-0" 7'-O" © 12'-0" TYP. 7'-0" 7'-O" ___ i l _ • ,. z —1-1 ., \ / _ . - — — — I -1- 1I I 1 1 I I I I I I \ / _ . 0 I w I I I I I I I I I I •- • / \\ / / _ _ 2� �12 RECEIVING / —* 1'TR Lil 0 w! - \ / = 4j'U O c p' c rTl r —Ear TRENCH I I I I I ` \ / I� 71 j o. . I iv a► I I i t I I I I I I CONSIGNMENT / I \/ I 0 co FEB r?' —70, . , / „ T.11-7-// I I i I I I I I I I / F . / / , / / / / / , „ �I \ F-3°---”Ell. mt �l 7 C7 a1 0 a> 11 1! ��Q N— d. r - - --1 r- — - -1 r I- - - � n - - � la \OPEN TO BELOW = rxE � oa` Q.= ocp" "' I Q I I I I I I I I I I ^+7 _ = Z N a i ` - m �- n W II II II II IIS - c liLi TYP Lel a I I I I I I I I 1 1 BLAK2OM II - ' o y 7 IC \ N 7 t c1 cu 0 o WAREHOUSE 2 VIF1 I 1 I I WAREHOUSE I I I I I I N / _ =" \ / - y C � 1 L_ _ _ I L - - - J - - -- - J I_ - - .- J L_ - - --IJ \ / _ \ / - \ / -NI,p ' .1.._ \ / - \\// ra I 'll - ' ` \ \ / ' © 46'-0" /♦ tail= _ - ' ? _, o = cn co / \ 1 - / \ / \ - / \ � \ - Q / \ �._ _.--- J- / \ `\ ^^ I;"-) I: II I: ii -- - - - -- - '—`- '- I, II 1, IIC II II f ' - .. I: I, ii ii 1 _..__.. li r �' \ �� ,I-- If II II „ 11 --- ,� „ .I Q LU CO O 0_ z o � PROPOSED PLAN - FIRST FLOOR PROPOSED PLAN - SECOND FLOOR SCALE: 1 /8" = I-oI'0 SCALE: 1/8" = 11-o" EM M E T T P H A ! R SHEET NO.: CONSTRUCTION 6305 SW ROSEWOOD ST. SUITE E T-� LAKE OSWEGO OR 97035 I 541.521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphoir-com cy <' OEE TUU RCP GENERAL NOTES REFLECTED CEILING PLAN SYMBOLS +108" CORELITE DIVIDE LED WALL MOUNTED FIXTURE. 8' LENGTH, m�,�t� B N/A 2'X4' COOPER, LED ENCOUNTER FIXTURE. 3500K, 90 CH. A.F.F. TO LIGHT LEVEL 4, 3500K, 90 CH. WHITE FINISH ON EMERGENCY LY , CO BOTTOM BATTERY BACK-UP. : Na°.x5 MOUNT E ON 1. MECHANICAL SYSTEM TO BE BIDDER DESIGNED.DLOCATIONS OF HVAC GRILLES NOT TO SYMBOL HEIGHT SPECIFICATION 2'X4' COOPER, LED ENCOUNTER FIXTURE. 3500K, 90 CRE. ON +180" CORELITE DIVIDE LED SUSPENDED FIXTURE. 4' LENGTH, LIGHT U v v� E E INTERFERE WITH LIGHT FIXTURES, SPEAKERS OR CEILING MOUNTED EQUIPMENT. BE N/A I GI A.F.F. TO CONTRACTOR TO PROVIDE HVAC BALANCING POST OCCUPANCY. EMERGENCY BATTERY BACK-UP. LEVEL 4, 3500K, 90 CRI. WHITE FINISH. 11.1 ) °uo,� O o $ STD SWITCH, COLOR TO BE WHITE BOTTOM E �7 2. CEILING GRID LAYOUT TO BE CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE. SEE SONNEMAN STIX 24" LED VANITY BAR. BRIGHT SATIN +180" CORELITE DIVIDE LED SUSPENDED FIXTURE. 4' LENGTH, LIGHT = ma STD THREE-WAY SWITCH, COLOR TO BE WHITE ,r C �� A.F.F. TO LEVEL 4, 3500K, 90 CRI. WHITE FINISH ON EMERGENCY V w �,3 ELEVATIONS ALUMINUM FINISH. 3000K, 90 CRI. MODEL #2770.16 BOTTOM BATTERY BACK-UP. 3. LIGHT FIXTURES TO BE CENTERED INSIDE THE CEILING TILE UNLESS NOTED sum STD SWITCH W/ DIMMER - SKYE SERIES 0-10V DIMMER, WHITE co OTHERWISE. ILLUMINATED EXIT SIGNAGE: GREEN COLOR, N.T.E. 5 WATTS (li N N/A SEE SONNEMAN STIX 40" LED VANITY BAR. BRIGHT SATIN 4. REFER TO ROOM FINISH SCHEDULE ON SHEET T-6 FOR CEILING PAINT COLOR. $°S STD SWITCH W/ OCCUPANCY SENSOR AND TIMER, WHITE 'T .D ELEVATIONS ALUMINUM FINISH. 3000K, 90 CRI. MODEL #2772.16 ' '- PER SIDE. 2 *ELECTRICIAN TO PROVIDE SUBMITTALS FOR APPROVAL PRIOR TO ORDERING LIGHT FIXTURES 2 S1-S5 N/A SWITCH NUMBER FOR BETTER CLARIFICATION AS TO WHICH 12"X48" SURFACE MOUNT LED FIXTURE WITH PRISMATIC LENS, 0 LIGHTS ARE ATTACHED TO WHICH SWITCH N/A ❑ REFLECTED CEILING PLAN KEYNOTES 3500K, 90 CRI. BIDDER DESIGNED, SUBMIT APPROVAL PRIOR N/A EXHAUST FAN (BIDDER DESIGNED - FAN SPECIFICATION TO I EJ I TO ORDERING. BE QUIET WHEN RUNNING) 12"X48" SURFACE MOUNT LED FIXTURE WITH PRISMATIC LENS NORTH STAIRCASE/HALL 4 #122: ALL STAIR AND HALL 4 #122 LIGHTS TO BE TIED N/A ON EMERGENCY BATTERY BACK-UP, 3500K, 90 CRI. BIDDER �ODC' 0 INTO THE THREE-WAY SWITCH AT THE BOTTOM OF THE STAIRS ON THE MAIN LEVEL VARIES GYP. BD. CEILING W/ METAL STUD FRAMING. HEIGHTS VARY, EE + DESIGNED, SUBMIT APPROVAL PRIOR TO ORDERING. 5� �r AND THE TOP OF THE STAIRS ON THE 2ND LEVEL. SEE PLAN. �4'' GABRP.L F. �tt‘ CORELITE DIVIDE LED SUSPENDED ScFIXTURE. 8' LENGTH, LIGHT : COMMUNICATIONS #127, LOUNGE #130 OPEN AREA: (4) NEW 48" x 48" SKYLIGHTS !,1:t SUSPENDED CEILING GRIP AND TILE: SEE FINISH LEGEND ON LEVEL 4, 3500K, 90 CRI. WHITE FINISH. NOTE: +180" A.F.F. /2,42 ""j TO BE PLACED BETWEEN THE TRUSSES. SUB--CONTRACTOR TO PROVIDE SUBMITTAL VARIES I FI SEE NOTER O OR • 0 FOR APPROVAL PRIOR TO INSTALL. PAINT SHEET ROCK TRIM P-1. ENGINEERING T-6. HEIGHTS VARY, SEE PLAN. TO BOTTOM ON 1ST FLOOR. +144 A.F.F. TO BOTTOM ON DRAWINGS, CALCULATIONS, & MANUFACTURER SPECIFICATIONS SUBMITTAL TO BE 2ND FLOOR 5768 cs)" . DEFERRED. CORELITE DIVIDE LED SUSPENDED FIXTURE. 8' LENGTH, LIGHT ��, AO N/A 5" RECESSED LED DOWNLIGHT HALO ML56, 1200 SERIES WITH LEVEL 4, 3500K, 90 CRI. WHITE FINISH. ON EMERGENCY OF 0 nVAULT STORAGE #121: ALL ELECTRICAL TO BE SURFACE MOUNTED TO WHITE TRIM. 3500K, 90 CRI. E SEE NOTE WALLS/CEILING. BATTERY BACK-UP. NOTE: +180" A.F.F. TO BOTTOM ON 1ST 5" RECESSED LED DOWNLIGHT HALO ML56, 1200 SERIES ON FLOOR. +144" A.F.F. TO BOTTOM ON 2ND FLOOR AEC N/A EMERGENCY BATTERY BACK-UP WITH WHITE TRIM. 3500K, 90 +108" LOADING #119: LIGHT SWITCHES ON EXTERIOR WALL TO BE SURFACE MOUNTED CRL I FWI A.F.F. TO CORELITE DIVIDE LED WALL MOUNTED FIXTURE. 8' LENGTH, BOTTOM LIGHT LEVEL 4, 3500K, 90 CRI. WHITE FINISH. 0 CCK') EQ EQ M N CD EQ 12'-0" EQ 1DW Ce •ar ". . . . . . ,� �' . . . •4 iii. *V17 1 B _ . W 1 p O )( - - i' .EQ'. w6 0 6 -0 EQ. N . . EQ . . . '_0" .w.EQ . g e // 1 • r C,J 111 J�. J� .�. 1�. .� -J /I / ADARR� i B \ B \ E '—O" ' EQ` SNIPPING ■■- Q,1 — !w ' irjOil • • • - • Ac ,-'-- y‘-\ r WOMEN'S R- r 1. (D C-OI IF14CE 4, — f - - I O Q MEN'SEN'S RR 113 11 LJ r E �■■M V WMI ir ./.W AFF. , / ' 1. (O - ISM ti . ep' in P \ ■■m (' ./ i .. . Y `, , 1 - • - B. .CONFERENCE 2SEM \ SOFTWARE i _ N mil _ _ ' - XII '�QQ'' f 125 _ � F +/�26'-0' F � !■M >�` IL - - � ® HALL 2 ` QEQw. 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SUITE E -4 LAKE OSWEGO OR 97035 I 5 T 41. 521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com FINISH PLAN SYMBOLS FINISH PLAN GENERAL NOTES PLUMBING FIXTURE LEGEND ACCESSORY SCHEDULE ik-Q-4- �' EE • rol W U C XX ACCESSORY TAG ITEM DESCRIPTION INSTALL mci, 1. ALL INTERIOR WALLS TO RECEIVE P-1 PAINT UNLESS NOTED OTHERWISE. S-1 (RESTROOMS) SINK: KOHLER PENNINGTO�N DROP-IN BATHROOM SINK, HEIGHT NW°YY MODEL #K-2196-1, 20 Y4 X17 Y2", WHITE FINISH. I--- OM c c T-->, FLOOR PATTERN DIRECTION FAUCET: DELTA VERO SINGLE HANDLE BATHROOM �__) %o 2. PREP ALL FLOOR SURFACES TO RECEIVE NEW FLOORING AS SCHEDULED. FAUCET, MODEL #553LF, CHROME FINISH. 1 BOBRICK B--2620 SURFACE MOUNT PAPER TOWEL SEE w m K) E E DISPENSER ELEVATIONS F- E ' CD PLUMBING FIXTURE TAG T ma 3 S-2 SINK:ELKAY STAINLESS STEEL 20"X20"X10A" SINGLE O FRAMELESS MIRROR - SEE ELEVATIONS FOR SIZES SEE U w a 3. ALL EXPOSED GYP. BD. SURFACES TO RECEIVE PAINT. PREP ALL SURFACES AS (BREAK ROOMS) BOWL TOP MOUNT SINK, MODEL #SLPF2020103 ELEVATIONS EY v1 CPT-7: PATCRAFT "COLOR CHOICE" 10374 IN "OCHRE" 00210 REQUIRED FOR NEW PAINT. PROVIDE (1) COAT OF PRIMER AND (2) FINISH COATS. FAUCET: CHICAGO FAUCETS, GOOSENECK FAUCET W/ co WRISTBLADE HANDLE AND SPRAYER MODEL 0BOBRICK B-6867 DOUBLE ROLL TOILET TISSUE ADA W N N '<(V CPT-6: PATCRAFT "CUBE & COLOUR FACET" 10428 IN "CLOVE" 00180 #1102-HA8E35-317AB DISPENSER HEIGHT 4. CHANGES IN FLOORING MATERIALS, COLORS OR PATTERNS, THAT OCCUR AT THE FRAMED DOOR OPENING SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE SH-1 36" X 36" ADA COMPLIANT FIBERGLASS SHOWER O GRAB BARS - 18", 36" AND 42" ADA HT - 2 ', CPT-5: PATCRAFT "CUBE & COLOUR FACET" 10428 IN "LEMON" 00250 CLOSED POSITION, UNLESS NOTED OTHERWISE. SEAMS OF TILES TO CONTINUE INSERT, WHITE FINISH, BIDDER DESIGNED SEE 0 FROM ONE ROOM TO ANOTHER, UNLESS NOTED OTHERWISE. ELEVATIONS 0 CPT-4: PATCRAFT "CUBE & COLOUR" 10427 IN "CLOVE" 00180 5 T-1 TOILET: BIDDER DESIGNED, WHITE FINISH FLOORING CONTRACTOR TO ORDER 10% ADDITIONAL CARPET TILE FOR TENANT'S LARSEN'S ARCHITECTURAL SERIES FIRE EXTINGUISHER ADA BACK STOCK. O CABINET, SEMI RECESSED, STEEL WITH FULL CLEAR HEIGHT � $D '�(C _ U-1 URINAL: BIDDER DESIGNED, WHITE FINISH ACRYLIC PANEL AND BLACK LETTERING. CABINET TO . +� -_-= CPT-3: PATCRAFT "CUBE & COLOUR" 10426 IN "LEMON" 00250 HOUSE 51b SIZE FIRE EXTINGUISHER. ti� c ' I.1,_ rJ� 6. ALL FINISHES SPECIFIED TO BE IN ACCORDANCE WITH OSSC TABLE 803.9. C7 WH-1 NEW WATER HEATER W/ RE-CIRC. PUMP - BIDDER .AB CPT-2: SHAW CONTRACT "SCAPE TILE" 5T080 IN "SPACE" 78500 DESIGNED. ELECTRICIAN TO PROVIDE CIRCUIT AND BOBRICK 1541 SERIES FLOOR ANCHORED TOILET SEE ,44 '-4 SWITCH FOR ELECTRIC WATER HEATER AND RECIRC. 6 PARTITIONS, CLASSIC SERIES HIGH PRESSURE LAMINATE. ELEVATIONS 0 ;OR ir. D,OR • 7. RUBBER TRANSITION STRIPS BETWEEN CARPET AND LVT TO MATCH B-1. PROVIDE PUMP. COLOR: WILSONART "PLATINUM" D315-60 5768 c,CPT-1: SHAW CONTRACT "SCAPE TILE" 5T080 IN "DISTANCE" 78597 SUBMITTAL FOR APPROVAL PRIOR TO ORDERING. HARDWARE: STANDARD y *PLUMBER TO PROVIDE SUBMITTALS FOR APPROVAL PRIOR TO ORDERING OF OR,' 8. SEE REFLECTED CEILING PLAN ON SHEET T-4 FOR CEILING PAINT COLORS. BOBRICK 1545 SERIES WALL-HUNG 42" URINAL SEE 1191417%.;bb LVT-1: MASLAND CALIBRE A5010 O SCREEN, CLASSIC SERIES HIGH PRESSURE LAMINATE. ELEVATIONS TENANT PROVIDED EQUIP. LEGEND COLOR: WILSON ART "PLATINUM" D315-60 9. ALL RESTROOM WALLS AND CEILING PAINT FINISH TO BE EPDXY, NON-ABSORBANT. 10 BOBRICK B-3947 RECESSED PAPER TOWEL ADA HT- FINISH T- FINISH PLAN KEYNOTES DW-1 TENANT PROVIDED DISHWASHER. PROVIDE PLUMBING DISPENSER/WASTE RECEPTACLE SEE AND ELECTRICAL PER SPECIFICATION. ELEVATIONS BREAK ROOM 1 #102, ADA RR #112, WOMEN'S RR #113, MEN'S RR #114, Ce 0 SHIPPING #116, I.T. #117, LOADING #119, RECEIVING #120: EXISTING CONCRETE REF-1 TENANT PROVIDED REFRIGERATOR. PROVIDE PLUMBING 9O BOBRICK 8-221 SURFACE MOUNTED SEAT COVER SEE N TO BE SEALED WITH A CLEAR MATTE SEALANT. FOR ICE MAKER AND PROVIDE ELECTRICAL PER DISPENSER ELEVATIONS M N SPECIFICATION. Q r, \ NOT USED *TO BE CONTRACTOR PROVIDED AND INSTALLED UNLESS NOTED OTHERWISE. U CC p o O 4 1 1 i. „ ii a c* ,0 - '5-ta ' -A- tai© iI I I I I I CDt \r © � w Alti . ----1 ©7 11 °Ir ► ° Oq�° , I o o �i 1 i WOMEN s R� C • I -�� = E _ _ _ I I I OFFICE a s�,® _. �, .• ® MER a 2 0' �� .- � . .,® ® 1 _ 1110. _ k 1 I 1 1 � I I 1 �. + _ A - M - i _ / _ C+NFER:NCE2 a--' `i (I _ _ �� I SO ARE II 11 111 • C ' ■,r ■, ,•I ■. .I©.. �. ..I.. I. .. .... .)..I.. I. .. .... .. .. . I.. . 1. IIr v ..�• . .lI1,,7j-,,, ,!:i. v v I o - / 1 1 T -r-1 I 1COM UNI3M0N5 /1 11 IOCEwFi P �� ' - II I ' #� 3 f L . " � - J ����a��I w 1 - : 1 r, I 1 1 J 1CNI I \ HHIHY 1' ra .11 Qi � � IY1 8 -2— _El5TMECF / i MT.CON. 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NAME FLOOR BASE MAT'L PAINT NOTES STYLE: 24"X48" ���c c N S E W LU 0000E OPEN TO wo STRUCTURE o-ce B-1 MFR: JOHNSONITE H- arm -9 100 WAREHOUSE P-1 P-1 P-1 P-1 CPT-1-7 B-1 NONE STYLE: 4" COVED WALL BASE I m o �; ,< ¢ Ct<< F � ; COLOR :"BLACK" 40 0 w o,; a TRANSITION STRIPS TO MATCH BASE COLORCt r it I I < CPT-1 & ca 101 WAREHOUSE 2 6 w W 0 W U) a: W CPT-5-7 N a w ¢ z < 2 <c ct CMT-1 MFR: AMERIFORM, LLCN z _ I- = NOTES 102 BREAK ROOM 1 EXST. (E) A.D.A COMPLIANT CONCRETE VSTYLE: GEOBOARD, DECORATIVE CEMENT BOARD z SIZE: 48" X 96", 12MM THICKNESS 100A 3/0 36 EXISTING DOOR (SEE PLAN NOTE 1/T-1) SEE NONE LOCKING STOREFRONT NOTE HDWR. *SEE NOTE A 103 OFFICE 1 CPT-1 ACT-1 INSTALLATION METHOD: BRICK BELOW FASTENERS: 0 (E) A.D.A COMPLIANT 104 OFFICE 2 SEE ELEVATIONS 3-5/T-9 & 1/T-10 FOR DETAILS II 100B 36 36 EXISTING DOOR — LOCKING STOREFRONT 105 CONSIGNMENT HDWR. CPT-1 MFR: SHAW CONTRACT GROUP 102 1% EXISTING ROLL UP DOOR — 106 HALL 1 STYLE: "SCAPE TILE" 51080 �'N. ,SSD/tRrs COLOR: "DISTANCE" 78597 ti GAB' P.L F. 103 36 3 B S.C. BIRCH CLEAR TIMELY BLACK 1 107 C—OFFICE 1 SIZE: 24" X 24" e *ft" : 41 _ ' INSTALLATION METHOD: ASHLAR C ! '-3 104 Seo B 108 C—OFFICE 2 SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION • ;•R D,OR • 105 % 36 B V V V V V 109 C—OFFICE 3 CPT-2 MFR: SHAW CONTRACT GROUP ..0.4. 5768 (E) A.D.A COMPLIANT 110 C—OFFICE 4 STYLE: "SCAPE TILE" 5T080 05F0, 106 36o 36 EXISTING DOOR — LOCKING HDWR. VCOLOR: "SPACE" 78500 PAINT INSIDE OF DOOR 111 HALL 2 " AND FRAME P-2 SIZE: 24 X 24" EXST, INSTALLATION METHOD: ASHLAR 107 3 36 B S.C. BIRCH CLEAR TIMELY BLACK 1 112 ADA RR V V v VCONCRETE GYP. BD. P-1 EPDXY PAINT ON WALLS AND CEILING SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION 108 % 36 B 113 WOMEN'S RR PL-4 P-3 PL-4 PL-4 EPDXY PAINT ON WALLS AND CEILING CPT-3 MFR: PATCRAFT 109 36 76 B 114 MEN'S RR PL-4 P-3 PL-4 PL-4 V V \/ EPDXY PAINT ON WALLS AND CEILING STYLE: "CUBE & COLOUR" 10426 O COLOR: "LEMON" 00250 Or to 115 HALL 3 P-1 P-1 P-1 P-1 CPT-1 ACT-1 NONE INSTALLATIONEMETHOD: ASHLAR 110 Yo 36 B SIZE: 24" X 24" Q 116 SHIPPING EXST. OPEN TO 112 % 7/o A 3 WITH CLOSER CONCRETE STRUCTURE SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION C) = m 113 36 36 A 1 WITH CLOSER 117 I.T. ACT-1 CPT-4 MFR: PATCRAFT C) p 114 Yo 36 A V V V V 1 WITH CLOSER 118 EXST. MECH. EXST. STYLE: "CUBE & COLOUR" 10427 OPEN TO COLOR: "CLOVE" 00180 a cn d WITH CLOSER, DOORS 119 LOADING STRUCTURE SIZE: 12" X 48" Q 116 PR 36 E STOREFRONT CLEAR ALUMINUM BRONZE 4 TO HAVE THERMAL OPEN TO INSTALLATION METHOD: ASHLAR O O GLASS STOREFRONT CONTROL **SEE NOTE 120 RECEIVING \/ V V V �/ V STRUCTURE SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION Ln P B BELOW f• 121 STORAGE NONE NONE NONE NONE CPT-1 NONE N/A 117 36 36 C S.C. BIRCH CLEAR TIMELY BLACK 2 CPT-5 MFR: PATCRAFT 122 HALL 4 P-1 P-1 P-1 P-1 B-1 OPEN TO \\J/ STYLE: "CUBE & COLOUR FACET" 10428 (E) A.D.A COMPLIANT STRUCTURE _ COLOR: "LEMON" 00250 118 3/0 36 EXISTING DOOR — LOCKING HDWR. 123 COMMUNICATIONS ACT-1 NONE SIZE: 17" X 41" PAINT INSIDE OF DOOR INSTALLATION METHOD: ASHLAR AND FRAME P-2 124 OFFICE 4 GYP. BD. P-1 SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION (E) A.D.A COMPLIANT 119A %I ;6 EXISTING DOOR — LOCKING HDWR. 125 CONFERENCE 2 CPT-6 MFR: PATCRAFT w PAINT INSIDE OF DOOR AND FRAME P-2 126 OFFICE 3 v \ / STYLE: "CUBE & COLOUR FACET" 10428 ITH CLOSER DOORS `c' COLOR: "CLOVE" 00180 w CLEAR ALUMINUM TO HAVE THERMAL 127 SOFTWARE ACT-1 NONE SIZE: 17" X 41" co 119B Yo PR % E STOREFRONT BRONZE 4INSTALLATION METHOD: ASHLAR GLASS STOREFRONT CONTROL **SEE NOTE °Oco B BELOW 128 CONFERENCE 1 U ACT-1 SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION N i — 129 BREAK ROOM 2 LVT-1 OPEN TO o 119C % % EXISTING ROLL UP DOOR STRUCTURE CPT-7 MFR: PATCRAFT cri NEW ROLL UP DOOR TO MATCH EXISTING ROLL UP I 130 LOUNGE V V V \ / CPT-1 98; V TPEC TO \ / COLORTYLE: "COLOR CHOICE" 10374 w z 119D 1% 1% D — BIDDER DESIGNED v CPT-5--7 STRUCTURE `/ COLOR: "OCHRE" 00210 z DOOR: 119C SIZE: 17" X 41" 1— _O INSTALLATION METHOD: ASHLAR o U) SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION w 1 121 A DOOR PROVIDED BY OTHERS 4(01 41 HARDWARE GROUPS LVT-1 MFR: MAC LAND/ 1218 DOOR PROVIDED BY OTHERS / STYLE: CALIBRE / COLOR: A5010 •,--FULL UTE W/ SIZE: 18" X 36" 123 36 36 B S.C. BIRCH CLEAR TIMELY BLACK 1 GROUP 1 — INTERIOR LATCHSET / TEMPERED CLEARGLASS / }-BLACKINSTALLATION METHOD: ASHLAR 1 1/2 PAIR BUTTS — 4 1/2" K\--0 / LOUVERED SEE FINISH PLAN 1 T-5 FOR LAYOUT VEN 124 % 716 B FLOOR STOP LEVER SET — "PASSAGE" TYPE ...4) \ _•—FRAME� �REu1E P-1 (GENERAL & MFR: SHERWIN WILLIAMS N7 CEILING) COLOR: "PU NE WHITE" SW 7005 125A % B GROUP 2 — LOCKING \ 1 1/2 PAIR BUTTS 4 1/2" CO LEVER LOCKSET — "ENTRANCE" TYPESOLID FLUSHfo) FULL GLASS SOLID FLUSH P-2 (EXST. DOOR) MFR: SHERWIN WILLIAMS 1258 Yo 36 B FLOOR STOP a DOOR DOOR DOOR W/ VENTS COLOR: "AMG S" SSW 7065 E FIN12660 36 B GROUP 3 — INTERIOR PRIVACY CD 1 1/2 PAIR BUTTS — 4 1/2" P-3 (ACCENT) MFR: SHERWIN WILLIAMS EL LEVER SET — "PRIVACY" TYPE COLOR: "QUILT GOLD" SW 6696 127 36 Ifo B W/ OCCUPANCY INDICATOR FINISH: SATIN FLOOR STOP tE�aaEaEo CLEAR GL PL-1 MFR: WILSONART 128 3/0 36B V V V `/f VGROUP 4 — STOREFRONT COLOR: "BLACK" 1595K-18 �v o STANDARD NON—LOCKING STOREFRONT / FINISH: LINEARITY FINISH WITH AEON c >a .2_mr0 CLEAR ALUMINUM WITH CLOSER, DOORS HARDWARE \ E BRONZE z .11 130 3160 36 E STOREFRONT BRONZE 4 TO HAVE THERMAL v E6.8 3 nn GLASS STOREFRONT C *DOOR HARDWARE FINISH TO BE BLACK \ r PL-2 MFR: WILSONART �� o CONTROL COLOR: "CARBON MESH" 4880-38 x **DOOR SUPPLIER TO PROVIDE DOOR AND ` FINISH: FINE VELVET TEXTURE v°t c�vL� 2� *NOTE A: 1 EXIT SHALL BE OPERABLE AT ALL TIMES, PROVIDE SIGNAGE ON HARDWARE SUBMITTALS FOR APPROVAL 6 5 "`a DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" z :_-_115,<-621- LOCKABLEa PRIOR TO ORDERING. ¢-_-2 2,,,:_- _ //�ROLL UP DOOR STOREFRONT/ PL-3 MFR: FORMICA o **NOTE B: DOOR JAMBS AT THESE LOCATIONS ARE THICKER, VERIFY DEPTH V DOOR COLOR: "WHITE TWILL" 9285-58 `°� � OF JAMB IN FIELD PRIOR TO ORDERING O n a c E FINISH: MATTE U m O Q.dU Q). N PL-4 (RR WALL MFR: WILSONART `" °'-ate s © gz--0 3 PANELS) COLOR: "VAPOR STRANDZ" 4939K-18 I- to_o Y @ o. VVIND 0 W SCHEDULE FINISH: LINEARITY WINDOW FRAME RB-1 (STAIR TREAD) MFR: JOHNSONITE COLLECTION:RUBBER STAIR TREAD W/INTEGRATED RISER SIZE TEXTURE: BAMBOO COLOR:"BLACK" 40 CO INSTALLATION METHOD:SEE FINISH PLAN 1/T-5 FOR w LAYOUT J I- = -J _ = w z SCH-1 MFR: SCHLUTER w cn STYLE: BIDDER DESIGNED = 0 0 J-, d w - 2 COLOR:"BLACK" OR "GRAPHITE" 0 z 3 i in m E NOTES STRIP USED TO FINISH EDGE OF CARPET. TO HAVE 0 u) SMALLEST PROFILE AND BE SAME HEIGHT AS CARPET. z W1 % 36 4, ALUMINUM BRONZE WITH THERMAL STOREFRONT CONTROL *CONTRACTOR TO PROVIDE FINISH SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. 0 W2 % 4/0 36 TIMELY BLACK EM M E T T P H A I R SHEET NO.: CONSTRUCTION 6305 SW ROSEWOOD ST. SUITE E LAKE OSWEGO OR 97035 T-6 41. 521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com w rA t ix J NSA-1 U �c cc 30'W X 36"H W 1011 FRAMELESS WALL TO WALL X 36'H H 3MIRROR FRAMELESS MIRR❑R I m a # R `ri, PL-2 COUNTERTOP I \ W & 4' BACKSPLASH , SHOWER CONTROLS +, 2 54' MII \ . - M1N.�= SHOWER KIT SHOWER KIT 2 39 �--PL-2 COUNTERTOP O 15' MAX & 4' BACKSPLASH \\\ f DOOR \ \\ PL-2 COUNTERTOP & w \ \ 4' BACKSPLASH (NO x i� � g TOILET PAPER SWING / SIDE SPLASHES) SSD _ / 4' BASE B-1 4' C40. 1 42 �, 6 DISP. 36' FROM a– o 1 81 n, �� ( v A. . , BACK WALL - _ 2 / i. -..__ I _ II! 0, GAB L f ." / J 18' I P. _ / >, PL-4 WALL PANELS . 4 '� ' I h . . o I ftp 9 .V: 0.3 c o� I 4' BASE B-1 – ,I D ,I =I i o R D,ORS it N IVI f I 4' BASE B-Z 4' BASE B-1 N a g T iv 4' BASE B-i 5768 6' 1'-6" J J 36" CLR. MIN � 36" CIR. MIN. 1 3'-8 ' 2'-0" 4.--101" /. .r- c- it ADA RR 112 ADA RR 112 ADARR 112 ADA RR 112 WOMEN ' S RR 113 4 cc �CD SCALE: 3/8" = 1 '-O" SCALE: 3/8" = 1 '-0" SCALE: 3/8" = 1 '-0" 1 - 7 SCALE: 3/8" = 1 '-O" SCALE: 3/8" = 1 '-O" cva U ich U nce o0 CL d oa (0 0 U, N TOILET PARTITIONS, SEE ACCESSORY SCHEDULE ON T-5 FOR DETAILS �54' MIN. .r• r 54" MIN. r w PL-2 COUNTERTOP & 1 V .. 4' BACKSPLASH CND 39" - 41" MIN. — 39" - 41" MIN. 0 SIDE SPLASHES) n " PL-4 WALL ....,____,-- PANELS co PL-4 WALL PANELS DOORoo - 1 �� .. �° SWING °� •, o a , 42'J TOILET PARTITIONS, (.41—ii. 2 ! [ W CNIci J., $� TOILET PAPER $I 1- 1SCHEDUL95 SEE DISP. 36' FROM c r�1II�I PANELS z 1BACK WALL I. I I ./ FOR DETAILS _gy�pp 6 iii z Q °1 oh I 4' BASE B-1 el4 BASE B-1 w :7 4 Z1__ r n0 i 4' BASE B-1 ,,a i 4' BASE B-1 . 1 . w N co 1'-6' [ 1'-6' 6" i 2'-0" i i 3.-1" 1 5-1" 11 3.-6i" ),. WOMEN 'S RR 113r_-, WOMEN 'S RR 113 WOMEN ' S RR 113 MEN 'S RR 114 �. 6 9 . SCALE: 318" = 1 '-0" SCALE: 318" = 1 '-0" SCALE: 318" = 1 '-0" SCALE: 318" = 1 '-0" �T - 7 T - 7 (8) – T –� E a) CL LTUcuo54,2 Q A k.,.: t o,m TOILET PARTITIONS, 0 _ "1 _ SEE ACCESSORY SCHEDULE WALL TO WALL X 36'H 13 V - �; ON T-5 FOR DETAILS FRAMELESS MIRROR 1 "' 1Q N- URINAL PARTITION, Z a;- w J N --y._ SEE ACCESSORY SCHEDULE �- `° oma=� ON T-5 FOR DETAILS € g i": 1 II -1 o a m ,4, col " , E a 1-1-1 c�J w c - 0 CU L N m a O PL-2 COUNTERTOP & PL-2 COUNTERTOP & S € 4 \�BACKSPLASH (NO \ \\ 4 BACKSPLASH (NO DOOR � SIDE SPLASHES) Z SIDE SPLASHES) SWING � Krye I I I m TOILET PAPER m I:DC I { I I "' - DISP, 36" FROM °O { II_ !__ • I TOILET PARTITIONS, u) l � �6 1.. 1 r .- BACK WALL i 1 } 1 PL-4 WALL PANELS o SEE ACCESSORY SCHEDULE ZO -t--- 1 b � PL-4 WALL PANELS 1 ON T-5 FOR DETAILS In 1 .1 5,_ ...) 1E_ ; ,, U 2 01— B1 4" BASE N 1 N 4' BASE $-1 ___=_ 4 BASE B-11'-3 1'-8' )r 1'-6' t 1'-8' i 1.-6" J 5'-1' 3'-1" 3'-1" 3.-1" 2'-8" 2'-0" 4'-104' 3'-6k' 0 (TO EMMETTPHAIRMEN 'S RR 114 1112 EMMEN 'S RR 114 MEN 'S RR 114 RUCTIOIVsM��rNo.:6305 SW ROSEWOOD ST. SUITE E T SCALE: 3/8" = 1 '-0" ,-- _ 7„) SCALE: 3/8" = 1 '-0" T – 7 SCALE: 3/8" = 1 '-0" LAKE OSWEGO, OR 29 7 3 T-7 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.corn 1\1 % c..i 404,*no i I ILI OCA-fl Lg � 0 ii I— y Om c c EY �o SIS 4_ 96MM DULL CHROME 96MM DULL CHROME L.,._ CO a / " CLR WIRE PULL 22' CLR x 7'-0' WIRE PULL U al jEQ EQ EQ �. EQ a 3 I II �' PL-1 UPPER & N PL-1 UPPER & N n /\ LOWER CABINETS /\ . . /-\ / LOWER CABINETS• / W _ _ ' /_ _ _ �/ _ _ _ �/ _ _�+anJ� / / STOREFRONT — 1$'D MICR❑, SHELF T MICRO. r-1S'D MICRO. SHELF // FY. SIZE �� / !: T- REF-i Y. /Afr r REF-1 REF-I " b vFY. SIZE C_� , VFY. SIZE PL-3 COUNTERTOP b VFY. SIZE FOR DETAILS N — & 4' BACKSPLASH CI N _� PL-3 COUNTERTOP & 4' BACKSPLASH cD ooc®® ,-41, — ci — — — — I ti� it 4 r` 4 �F ti '�l` '� ft ft cy� GAB, L.L F. A I DW / �DJ -- _> 7 VJ mm S./ \ — — v— — —\4 — — 4' ;`• / ' 1,, VFY. SIZE \ /1 B-1 4' TOE KICK N \7\yB-1 4' TOE KICKe ' •R DOR • I �/ \/ \s/ ♦/ I B-1 BASE '9 5768 `0'� ` 24" w w : r w ' w 4dv i jJ CLR, 2.-0" MIN ) 2'-Ow 1 EQ J 2-0 MIN J EQ EQ EQ 5-0 5-0 5-5 5'-0' S-0 OF ,( r( =1 r ( ( ( f i r r i. 3'-2" CLR. I 6.-32" 3'-2" CLR. 9'-0' T BREAK ROOM 1102 ( 2 \ BREAK ROOM 2 129 WAREHOUSE 2 101 1 � 3 ,, M N SCALE: 3/8" = 1 '-0" SCALE: 3/8" = 1-0" SCALE: 3/8" = l '-0" • N T - 8T - 8T - 8U = o U o0 CL � x oQ (0 to N \ Lu ~ b b ' p o 1 1 /\ A I Lii %/ co / / / . \ \ co V1 C~ / /) / / \ O p Z B-1 4' BASE / // \\ B-1 4' BASE p [n 3'-11 " I 5'-0" 6'-0' S'-0' 3'-11 ' _� 2 w < 40 i J( r i( �/ �f .4 r-,„ CONFERENCE 1 128 HALL 4 122 a) T — g SCALE: 3/8" = 1 '-0" T — % SCALE: 3/8" = 1 '-0" U) E tinv fa) CL 0vo-2o522 dwm :OLmccn � T 0 222' E-a w W cl c QU `o r m Y c w aL ��yy '' o Q i 6 m-623 . _E_�o c «1�a 2 E b \ . sa) Q 1 /\ Z o n " i= / \ N �L �'cv - U d y y N �bDw d \ \\, BLACK POWDER COATED, FLOOR RAILING CABLE I D SYSTEM. \ BIDDER DESIGNED b O it \ B-1 4' BASE Z \ ' 0 N r ' I— i Q 6'-0" CLR 12'-9" 6'-0" CLR / if / LLJ 1'-2" 5'-0" 9'-11" 24'-5" J i, r i (5 W r- ,- CONSIGNMENT 105 RECEIVING 120o 7 EM M E T T P H A I R SHEET NO.: T :IV SCALE: 318" = 1 '-0" T — g SCALE: 3/8" = 1 '-0" c o N s T R u c T I o N 5305 SW ROSEWOOD ST. SUITE E --- LAKE OSWEGO OR 97035 541 .521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.corn C- b 4 I _y it Iji I,ijicaYo 4 f- my '.. . O W E �So a H '3 ilili Ma. zot U W a3 to \ / , c. TW. EQ EQ T'fP. i ill 1 I 1_ �, 1I 0 0 0 0 0 0 STEEL STAIRS WITH 2 •WOOD TREAD. SEE ELEVATI❑N 4/T-1O Y I I I F❑R DETAILS I HALL 3 #115 VAULT DOOR ° 0 0 o 0 ° VAULT DOOR + CMT-1 CEMENT 5, '1 lb b I °aN I BOARD PANELS. - GAB' IA, F. "a C.) 7 I r I - INSTALLED IN & "pf4 .--) / l'- 0 0 0 - -\_ 0 0 0 OPENING SHEAR WALL e IRe AV • D,OR • I I WHERE VAULT IS EXPOSED ONLY 5768 '� I TO BE ATTACHED WITH EXTERI❑R OF ORSG 0 0 0 0 0 o + FASTENERS I \ '. I J 4'-8" cLRI. 2'-0" 10'-0" 429'-10" 10'-0" r 2'-0" 5S-10" 0 VA u LT sT oRA E 121 — SOUTH EXTERIOR - � N � U iC --- 9 SCALE: 3/8" = 1 '-0" U o 0 a_ V/ ce O Q c in PN 58'-4" i ., a t CLEAR TEMPERED w / I \ \ GLASS STOREFRONT SYSTEM WITH °O BRONZE FRAME cai o \ \\ ui Z , . \ C \ I _y lip CI 0 w w \ \ \ \ \ - 4<I ® \\ . \ \ \ \ \ \ \ \ EQ fJ EQ EQ I . EQ EQ Jj! EQ EQL1' EQ L EQ L EQ EQ11 . 19'-4" 1 3'-0" 36'-0" El a) r vJ 2 2ND FLOOR STOREFRONT SYSTEM I L T — 9 SCALE: 3/8" = 1 '-0" FL❑❑RING PER SCHEDULE STOREFRONT acs 0-2 s•-5-4 SYSTEM a �` 2mro 0 vn z o 2ND FLOOR - F a - U p CD STRUCTURE 53 6_p. 8.2 % E §2 V� VAULT WALL VjQc a��L ; Z C QI SHEAR WALLa c �, o CLEAR TEMPERED N0 �,ev.cQ .= STOREFRONT GLASS P-3 INSIDE 0 1 1 SHEAR WALL zE OPENING. ON FLOORING PER SCHEDULE SIDES AND AT HEADER, TYP, BRONZE STOREFRONT SILL PER MANUFACTURER n 0 1 CHT-1 CEMENT ,. r<:----------"1„- ------ i BOARD, ATTACHED TO EXPOSED z ALIGN EDGE OF SILL n VAULT WALL -WITH FRONT EDGE OF INSIDE OF SHEAR 2ND FLOOR STRUCTURE WALL OPENING j Al „ „ ONLY. SEE FINISH J SCHEDULE T-6 LLI FOR DETAILS LJJ z_ STOREFRONT SYSTEM SHEAR WALL OPENING34� EMMETTPHAIRSHEETNO.: T9DETAIL T - 9 DETAIL CONSTRUCTION 6305 SW ROSEWOOD ST. SUITE E 1-9LAKE OSWEGO OR 97035661 70G3651 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com (i tit,uUo � ,,. 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BIDDER WOOD TREAD TO DESIGNED ^ M HAVE CLEAR ,...mi' "�' MATTE FINISH, 11"TYP BIDDER DESIGNED 1'-0' 22'-84" 1'-0" .� Q) 3 NORTH STAIR r-, SOUTH STAIR CD E -1,L10 SCALE: 3/8" = 1 '-0" T — 10 SCALE: 318" = 1 '-0" 43 0 2" x 7/8" 3LAC < ELASTOVERIC COATED OASIS OF DESIGN ) 4.1.0 DE-6 7 tU C E L - bm g. STEEL RECTANGULAR TU3E / 0 w�7-H- �o �E2v • HANDRAIL, ROUNDED EDGES / 2" x /8" 3LACK ELASTOMERIC % Et �E oa COATED OASIS OF DESIGN Z =L§" # M — z rf go 3"• A x 3" 3LAC < ELASTOMERIC ) COATED OASIS OF DESIGN ) 2.. 1 STEEL RECTANGULAR TU3E HANDRAIL, RO � NDED EDGES N ��Q STEEL PLATE. MECHANICALLY ") r m a in o ATTAC= TO WALL, CE\ TER .:'-.T1 „ CONNECTIO \ S 0\ PLATE, SCREW /4 X 1 3LAC < ELASTOMERIC HEADS TO 3E COLON MATCHING COATED OASIS OF DESIGN ) 3AR STEEL ARV , CONT. WELD , FULLY w z iii 3LACK X 1 ” SLACK ELASTOVIE � C � —N GRIND AND POLISH F- COATED ( ASS OF DES GN ) 3AB 2X6 IN WALL 3LOC <C NG, TYP ATLll STEEL ARV , CONT. WELD , FULLY ALL WALL ATTACHMENTS z W GRIND AND POLISH / el 0 r , HANDRAIL DETAIL EM M ETTPHAI R SHEET NO.: HANDRAIL DETAIL CONSTRUCTION 6305 SW ROSEWOOD ST. SUITE E 1Cy SCALE: 3" = 1 '-0" T -10 SCALE: 3" = 1 '-O" LAKE OSWEGO OR 97035 T- 1 0 541.521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphoir.com CL-371 U J N U U Lud r _ D OQvv c 0 P-o El= w E_Coo I— .;u l": I ma. .n/ ett �------ I I IIItr�....1 N / - - ,Z/Z1 i 4( _ I AT�TAT ' �; KEY: z \ , "'"I. \ UZI . 1 . . -- -1-- \ \ GI , , it__ _ , ,) Ci '• �' •�"•'•'' -_ "' / _ ' • N ? --- / -- _ I CPT- 1 : SHAW CO\ TACT SCARE TILE 51080 IN " DISTANCE" 78557 -- _ / \I VZ1.'WAVAVAfA$ , - / t � 11111 1 / A/� �r S �� ' ► — - - � � - — — - �I_I�I_I= GAB i.L F. ( ) �1 _ ) _ _ _ II$I.ISO. 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Cri a o WAREHOUSE 100 ENLARGED CPT PLAN i_ 0< _. w 1 w5 T - " SCALE: 3/8" = 1 '-0"\ . \ \ \ \ , KEY: ca.' CPT- 7: PATCAFT " COLON CHOICE" 10374 1 \ " OCHRE" 00210 . v \ \ \ \ \ \,,,,\ N_.\,\ \\\\ \\\\ \\ ,1 \ \\\.\ .1 4 NIL a.) . \ \ NIL \ / \ \ \ \ \ \ / \ IL. x((.&x. CPT- 6 : PATCAFT " CURE & COLOUR FACET" 10428 IN " CLOVE" C0180 LOUNGE 1 30 ENLARGED CPT PLAN urU �@ 2 ce T CPT- 5: PATCAFT " CURE 8c COLOUR FACET" 10428 \ " LEMON " 00250 0 waE 4a V cn� o T - 11 SCALE: 318" = 1 '-0" - ° �" r m $=� n2 ,,,-.,.T.,‹ '_ W L�= gN 3Z5 Vl ) G p �-'--2\ / \ \ \ NIL 11111 Z / \ 1111c1(((A\ \ \ \ \ / \ \ 11 \ \ \ \ \ / \\ \ / \ \ \ . cn O. 0 0, \ \ / \ \ 11111‘)x \ \ \ / \ \ \ \ / \ \ \ ‘ \ /— (0.0.., C0C3. J CL II W 0 SOUTH ENTRANCEENLARGEDCPTPLANIr 3 Q z z ILI T - 11 SCALE: 318" = 1 '-0" g 0 E M M E T T P H A I R SHEET NO.: CONSTRUCTION 6305 SW ROSEWOOD ST. SUITE E 1.. 11 LAKE OSWEGO OR 97035 541. 521.7661 OR CCB#57427 WA CCB#PHAIRDC948PE www.emmettphair.com (R---.0PRO,cFsGINFFf 51; 9PE ''rri-1/73,n, RL 9N . �'9V12' �g� �0J. N� Expires: 6-30-19 STRUCTURAL INSPECTION PROGRAM (I,2,3,4) , STRUCTURAL NOTES SNE 4R U4LL SCNEDULE(I-T2) ",• _ TYPES OF UJORK PERIODIC (5) CONTINUOUS (5) COMMENTS OUTLINE SPECIFICATIONS: MARK REF NOTES: (1,9) Note: (2) EDGE NAIL'G FIELD NAIL'G SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER -- SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE: (3) CONNECTION.Note(1) CLIPS(8) ' --•_ N CONCRETE CODE: O.S.S.0 2014 4 ASC1 2010 CARPENTRY: tilO1 PLACEMENT OF REINFORCEMENT STEEL X L REFERENCE SPECIFICATION - IBC CHAPTER 23. A Ne"OSB(I)SIDE (5) ad 6" 12" i/� DIA.TITEN ANCHORS OR 1SD a 6" 0/C 435 OR MPAI m 24"0/C j J 0 0 BOLTS CAST IN CONCRETE X DESIGN LOADS: /2 DIA,A.B. 42 0/C OR 14 2. LUMBER - DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL -_- PLACING OF REINFORCED CONCRETE X I I. DEAD LOADS - AS REQUIRED IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. B 36"OSB(I)SIDE (6) Sd 4" 12" �'/2" DIA.TITEN ANCHORS OR 16D ® 4" 0/C A35 OR MPAI s IS"0/C i c - TAKING OF TEST SPECIMENS X I 2. GROUND FLOOR - 250 PSF '/2" DIA.A13.9 24" 0/C 1 Ui GRADE AS FOLLOWS. I 3. SNOW: A. POSTS AND BEAMS 6X AND GREATER - DF.NO I. /2" DIA.TITEN ANCHORS OR I : ` C c STRUCTURAL WELDING AND HIGH Pg . 25 PSF B. POSTS AND BEAMS 4X SMALLER - DF. NO 2 OR BETTER G /b OSB(I)SIDE 156) Sd 3" 12 �2" DIA. 4.B. ® IS"0/C 16D ® 3' 0/C 435 OR MPAI m 12" 0/C CJ1cu Ci STRENGTH BOLTING Ce : 1.0 5 „ `^ Z7 G. STUDS - D .STUD GRADE OR BETTER r 5 �I -= Is = L0 a GYPSUM,I-SIDE 6d ra DIA.TITEN THD625600 16D o 8 0/C A35 OR MPAI 42 O.C. j >. ,� SINGLE PASS FILLET WELDS NOT X Ct - 12 D. PLATES I SILLS DF NO.2 P.T.AT CONCRETE SLAB. G OF EA WALL COOLER 4 10" * 48 0/C B EA fE a EA WALL ii p1 = E EXCEEDING 5/16" 4. WINO: - KILN DRIED DF.STANDARD TYPICAL 1 ,� • C 0, N FILLET WELDS EXCEEDING 5/16" X I 3. SHEATHING - PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. NOTES: GROOVE WELDS X BASIC WIND SPEED(3 SECOND GUST)- 120 MPH _ 1 I A. ROOF 4 WALL SHEATHING - APA 24/0. THICKNESS 4 NAILING PER PLAN. WELDED STUDS I X I EXPOSURE - C B. FLOOR SHEATHING - APA - 48/24. THICKNESS AND NAILING PER PLAN. I) C-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN PS1.95. ALL WALL CONSTRUCTION TO CONFORM TO OSSC I - CO o SPECIAL CASES 5. SEISMIC: 4. PLYWOOD WEB JOISTS- TRUS JOIST TJI SERIES OR APPROVED EQUAL. TABLE 2306.4.1. ''\, U t" EXPANSION BOLTS INSTALLATION X le : 1.0,SUG - I BRIDGING. BLOCKING 4 ERECTION BRACING PER MANUFACTURER'S I I PER IBC EVALUATION REPORT ( C m EPDXY INSTALLATION ( X I PER IBC EVALUATION REPORT SITE CLASS - D RECOMMENDATION. 2) USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYPBOARD SHEATHING. I I SDC - D 5. GLUE LAMINATED BEAMS - DOUGLAS FIR,COMBINATION 14F V4,FABRICATED WITH 3) 4$.MINIMUM 1" EMBED INTO CONCRETE. 3"X3"X'/4" PLATE WASHERS REQ'D AT ALL SHEAR WALL A.B.'s. N/A 6 MASA ANCHORS. I I r Sds : 0.112 WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. PROGRAM FOOTNOTES: R : 5 MAIN BLD S. P.T.GLUE LAMINATED BEAMS - EWS 24F-V5MI /SP,FABRICATED WITH 4) PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE I I. R : 65 6 WOOD FRAME MEZZANINE WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 6. ALLOWABLE SOIL BEARING -2000 PSF ON PREPARED BASE PER GEO 1. GLUE LAMINATED COLUMNS - DOUGLAS FIR,COMBINATION 24F-V8,FABRICATED SHALL BE STAGGERED. I. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE PACIFIC REPORT 16-4211 DATED 9/13/16 WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. I - - COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE CONCRETE: PLANT MIXED PER ASTM C94. 8. PARALLAM BEAMS - 2.0 E BY TRUS JOIST. PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION, I, REFERENCE SPECIFICATION - ACI 301 AND IBC CHAPTER 19. 9. TIMBERSTRAND BEAMS - 3-1/2",15E BY TRUS JOIST 6) ALL EDGES BLOCKED. CONTRACTOR SHALL VER FY THAI ALL EXI5Te44 CONDITIONS smaiN 2. STRENGTH: 10. TIMBERSTRAND BLOCKING - LSL 1-3/4" BY TRUS JOIST. 1) COMMON WIRE NAILS. ON NESE PLANS ARE AOOLRATE A. FOOTINGS AND SLABS-ON-GRADE - f'c=3000 PSI AT 28 DAYS. MINIMUM UGTN ACTUAL FIELD CONDITION5S. 2. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT ENGINEER)SHALL CALLA II. GONNECTIDNS SIMPSON STRONG TIE OR USP,GALVANIZED. ANT DISCREPANCIES SHOA. BE PRE CONSTRUCTION MEETING WITH THE ARCHITECT,ENGINEER,BUILDING OFFICIAL, GEMENT CONTENT 5-1/2 SACKS/CU.YD.MAX.SLUMP 4". 8) CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES. BFL'1A TO TIS ATTENTION OF B. TILT-UP WALL PANELS ('C=4000 PSI AT 28 DAYS,3000 PSI BEFORE 12. FRAMING PER INDUSTRY 1 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. NCE AA SOCK AS NET ARE .�Ef�D. CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTIONREFER TO IBC SECTIONS 2324,2325 AND 2326. CLIPS ARE NOT REQUIRED AT GYP BD WALLS BUT BLOCKING IS ATTACHED PER THE TOENAILING SCHEDULE. DISCO . REQUIREMENTS. ERECTION. MINIMUM CEMENT CONTENT 6 SACKS/CU.YD.MAX.SLUMP 4". DACLAfffR: T E 91CiatL AND 9TAI1P FOR nIESE 13. NAILING - USE COMMON TYPE NAILS, MINIMUM NAILING PER IBC STRUCTURAL DRAIANG5 ARE VALID MT WIEN 3, REINFORCING - ASTM A615,GRADE 60. ASTM A106 FOR ALL BARS TO BE TABLE N0.23-I-Q UNLESS NOTED OTHERWISE ON PLANS. 9) SEE ATTACHED TYPICAL SHEARUALL DETAILS, AuaPANIEDBTADEv5LCRIDITAND LOT SFEOIRC 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: WELDED. LAP BARS AS SHOWN ON PLAN WITH MINIMUM LAP PER SCHEDULE. SET a STRUCTURAL CALaLATICJTiS PREPARED BY 10) SHEATHING TO BE STRUCTURAL I SHEATHING. WORN CONSULTl ENGINEERS LLC AND SEALED UN A A ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL *I STAMP AD SIGNATURE BY TIE ENGNEER ILNOSE 4. BOLTS: STAMP ARREARS ON THIS SHEET.CONSTRUCTION AND TESTING AGREEMENT PROVIDE BY THE LOCAL JURISDICTION. NAIL NAIL DIAMETER LENGTH APPLICATION IU VALUES ARE FOR FRAMING OF H-F. SI.IALL BE FERFOR ED aiT WTN A DRAW*SET B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE A. ANCHOR BOLTS - ASTM 301. ,APFFOvED BY THE LOCAL.+URISDICTION. , APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE B. EXPANSION BOLTS - HILTI 'KWIK BOLT-TZ'. 30D COMMON 0201"m P-NAIL 4-1/2" 3X DECKING ,12) 1/16" PLY IS ACCEPTABLE IN LIEU OF 1/16"OSB ) BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. C. INSERTS - BURKE COIL WING OR APPROVED. THEN,IF UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 5. COVER - AS FOLLOWS UNLESS SHOWN OTHERWISE ON DRAWINGS: 40D COMMON 0225"o P-NAIL 5" 4X DECKING G. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION A. CONCRETE PLACED AGAINST EARTH - 3", 20D COMMON 0.192"0 P-NAIL 4" FRAMING TO THE BUILDING OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR AND (OTHER B. FORMED CONCRETE AGAINST EARTH - 2". DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE- C. SLABS-ON-GRADE - 2". 16D COMMON 0.162".P-NAIL 3-1/2" FRAMING CONSTRUCTION MEETING. D. PRECAST WALL PANELS - 3/4"MN. IDD COMMON 0.148".P-NAIL 3" FRAMING D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK 6. FINISH: REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S A INTERIOR EXPOSED SLABS - SHAKE FINISH PER OWNER N/A 0.148"m P-NAIL 2-3/S" FLR SHEATHING KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND B. EXTERIOR SLABS - LIGHT BROOM. 8D COMMON 0.131". P-NAIL 2-1/2" ROOF SHEATHING SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. C. TILT-UP PANELS - SMOOTH FORM FINISH ON DOWN SIDE AND SMOOTH FLOAT FINISH ON TOP SIDE. N/A 0.162"m P-NAIL 3-1/2" STRAPS 4. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: 1, JOINT SEALANTS - FILL ALL PANEL JOINTS WITH STYROFOAM BACKER ROD 14. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST AND BUTYL CAULKING. TO A MAXIMUM MOISTURE CONTENT OF 15%. 24 HOURS BEFORE SUCH INSPECTION. 8. SUBMITTALS: (4 COPIES) Wy Cil B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED A. MIX DESIGNS PER 05SC 1905 FOR EACH CLASS OF CONCRETE. 15. SUBMITTALS SHOP DRAWINGS,4 COPIES. UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE B. REINFORCING SHOP DRAWINGS. 16. PREFABRICATED WOOD TRUSSES: C�1 SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL C. TILT-UP WALL PANEL DRAWINGS SHOWING LAYOUT,EMBEDS AND ERECTION BRACING. A REFERENCE STANDARD - ANSI /TPI I. C.-NW C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND B. PERFORMANCE REQUIREMENTS PROVIDE WOOD TRUSSES 11 SPECIFICATIONS AT THE JOS SITE. STRUCTURAL AND MISCELLANEOUS STEEL: DESIGNED AND FABRICATED TO SUPPORT THE LOADS SHOtUN WITH A TOTAL D. MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL I. REFERENCE SPECIFICATION - AISC SPECIFICATION FOR THE DESIGN, LOAD DEFLECTION LESS THAN L/360. INSPECTOR FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, C. SUBMITTALS: (3 COPIES) U ,� // . 2. MATERIALS: STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED N �� y J� � 5. DEFINITIONS A. SHAPES AND PLATES - ASTM A992 OR A36. OREGON 4 SHOP DRAWINGS SHOWING ALL FABRICATION, U 0 A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL B. STRUCTURAL TUBES - ASTM 4500,GRADE B. ERECTION AND INSTALLATION DETAILS. ('moi .... TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 3. METAL DECK - VERCO I-'/2",20 GA,TYPE HSB-36 OR APPROVED EQUAL. Il. UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE Q B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME CONNECT TO SUPPORTING MEMBERS WITH HILTI X-EDNI9 POWDER DRIVEN FASTNERS SUPPORTED AT ENDS BY: INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION AS SHOWN ON PLANS. A. MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MIN)WHEN Y / IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 4. WELDING - BY CERTIFIED WELDERS PER AWS SPECIFICATIONS.E10XX ELECTRODES. LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO 5. BOLTS - ASTM 4325 FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS A. ANCHOR BOLTS - ASTM 4301 TOGETHER WITH ISD e 12" O.C. 0 0 B. EXPANSION BOLTS MIK - BOLTS OR EQUAL. B. SOLID POST EQUAL TO BEAM WIDTH WHEN FREE STANDING. C. STEEL TO STEEL - A325 N OR A325X PER DRAWINGS. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. yRP II 1. FINISH - ONE SHOP COAT OF PRIMER WITH FIELD PANT PER SPECIFICATIONS. L 8. SUBMITTALS - SHOP DRAWINGS( 4 COPIES ) ii- STEEL OPEN WEB JOISTS: I. REFERENC SPECIFICATION - SJI "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS" AND "CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS. 2. JOISTS - LH SERIES AS SHOWN ON PLANS, • 3. JOIST GIRDERS - G SERIES AS SHOWN ON PLANS. 4.LOADING: A, DEAD LOAD - AS REQUIRED. B. SNOW LOAD - 25 PSF PLUS DRIFT, C. EQUIPMENT - PER SUPPLIER D. WIND AND SEISMIC - TOP CHORDS AND BEARING CONNECTIONS TO BE DESIGNED FOR LOADS SHOWN ON PLANS. 5 T C T d R4 L E. SPECIAL LOAD - JOISTS TO DESIGNED FOR A TRAVELING LOAD OF 250"APPLIED AT ANY POINT. 8. SUBMITTALS: (4 COPIES) \\/��) ../T E 5 A. SHOP DRAWINGS. B. STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED IN OREGON I N 5 F z C T I O\ ,/ FOAM / 3A LAP 5C=EDULE REVISIONS: DATE: S.14.IS SCALE: DR,4LUN: JI-4-1 JOE3 NO: PUJOC-la-01 t ,,,,,, Cp ORIGINAL SHEET SIZE: 22x34 -- -_ -- .. - in IIY-I_-I I1I1IIjA I I 11--- F-_� �Ep PRO1 . '\''' Cl,INe, (2 , , i _51 9PE p }' 1 I I (14\ R ON 00JH6 Expires: 6-30-19 -;r �, . w v_ _ 8 -ro c QJ t `o nI 3 455 lx-Ix'/4 H55lx1xi4r I 1 tt! 3 I I I I t' ! 1_\• / i l4. 3 O r- -- �HS5 ixlxlia �H55 lxlxlii \H55 lxixlh HSS lxlxlii _._. 455 lxlxlii 456 lxlx°�A = r+ O c HS5lxlx14 ! O o LEGEND `,I V a NOICATEE NW N71DATIGN Li LI k — it m O v C_ 7 NDiC4RMOVE'WALL 112.11,2VEL'NS LEr = I'+ 455 l%�%Iia 1-1 NDIGARO WALL EELCW WINGLEvEL r�i 1 I r N ri ® NOICARONTIERCRDEAINIGWALL i - EELOA FRMwIG LEVEL I N. EE ODICARO CM"l ADOh r NCICAR*CALM Mx FRATILY LEYLL e tCF A5E6 DETAIL'Emma ��� _.---.- . . . . .. .-. .. .. - Lia _ iMwa ?� AMU TO ALL NRAR LOCANCNA tit:!:*j •w1+S+ Q e I.CLDOWi T1PE a OdEDULE *®ay$tt• . r;Ky0i�•X,C.� P-- CONTRACTOR 6444.1.VERIFY THAT "4 T.l rt Nt1EERfxl CN8uT00 , .C1�R �. 0•4:16•44•4044 O�d�. n _ - ALL EXI6TEG CONDITIONS SWCLLN • 2-2x6 SIL COL. ❑e STL COL. 0 2 STL COL. E1 huH CH CEALFIELDNE Tc VITICRACCURATE PER SUPPLIER PER SUPPLIER 52 I PER SUPPLIER IAAO"DISCREPANCIES 210LILD IEE IT"ACTUAL FIELD ca�inaE. [FOOTING SCHEDULE ] Ark Q QL EACtIrakT TO ATTENTICN CO ASTMS aIE off. - `ice' VI, 2.2x6/ \2-2x6 DIScLAINER TWE SIGNATURE AND DAMP FOR NESE a'•oY.G•ca.c FTG a-y'.EA WAr I ETR.CTURAL DRALENGs ARE VALID ONLY W4EN rEAT,\ ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC SET OF E 4'8 x O.WAG FTG a-•5'.EA EAT ZI2 (�O WOW CONEULTMFG ENGNEERSS LLLCCSA V SEAL D 111TH A 0'-Q$.IP CPC.FTG 5-5.EA.1Ar - EET sTA1 AND 9K3LA.TLIAE 6T LIE ENGOIEER uHOSE 8. 1„1 6•-aI x iv.CCM RG 1-•s'.EA WAT .-- SW�BE PDT-CRED IQL7 JTH DRMLIG SET APFfeavED BT TIE LOCAL.F 1DICTIOH 5Z.1 2-2x6 (N)H555x5xEti (N)HS56x6x6 (Nl HSSbxbx3h (N)HSS5x5x5�e ; - w •.+ °:: •zJ sdti. STL COL. .•: 0:10. • I • + 2-2x6 '�; PER SUPPLIER ••414..744°040:4414....9.•'°' '•J•' J,. `4444•:.:4014:440:4440: s�'yF°J'p.Jti° 'ro:° 51-COL. 5TL CDL. V:::::::::::::::::::::::::1116 :•:•:4444+:4•:* � ��::::::::::::::::$0::::::;.V.07PER SUPPLIER PER SUPPLIER pp�� J ..•..;•ti'..J.y�°'* �EE� °y��,J,,d SIONsq0e.AIM G J _ f+!O�"_ E WI J J Mk �`Wh' S� A*441 ePi a'+Jai i9 sOi+4_. © 34..4° _ Oa..tn • © ❑D (E1GOL r 1 _ Q © r- -T 1Of 11 WV .I L- Warr--I L C-N1 I - NOTE: I \ CV` DO NOT CUT INTO I 1 D EXIST.SPREAD FT'G ¢ 1 �, I R ROOF COL. FEL COL. I PER SUPPLIER STL COL. I �1 11 _ I I - r •-' STL COL. PER SUPPLIER L-, r 455 Txlx i PER SUPPLIER gtp J ,� J�ye. :.+ U W �� 2-2x6 s .:... 9.•• l41I Lam, ��-. jliiiiin � S'�pt+� ! ! - _ 2-2x6 �y -\2-1x6 2-2x6 LI 2 � c 2-2xb n 1 CL 6 g-AN \ . (c) ,.<[ tar -BIDDER DESIGN _ STEEL STAIRS ,,_ 1.... _65104I `2 F, ' .._ I� � 52.1 -' " a 1C • I I I I 52.1 F gni Lr TTP. (E)6"CONC.SLAB-ON-GRADE OVER PREPARED BASE PER GEOTECH REPORT REINF.IV 04'S a€8.O.G.EA WAT =D�/I\ D /�YYYii�T O I\I / ,L �l VVV FULL HT SS WALL / r 1 FLOOR l FLOOR F 4' NG FLAN I I I I I I I I L _ J REVISIONS: DATE: 5.14.1E3 SCALE: 1,8 11 ` 1 -.--' 1 FOUNDATION / MAIN FLOOR FRAMING PLAN DRAWN: JNN SLI SCALE:1/8'.1'-0" JOB NO: PWCC-IS-01 0 ORIGINAL GREET SITE: 22x34 n PRn c / _5-1:119 4-pE Vo• i IA\C?R Oly p • 12, 4I//D j ‘N6Sk\\ Expires: 6-30-19 , - „ tol t . .. rc Iii _ LI, 61 _.1 Ix E , .,.L) 0 1 I& .. . •- eN @ I-195 lx14 1495 10)0,2 1455 lxix'/4 1.155 10)&4 .= . / \ \14S5 lx1x1/4 , H55 lx1x1/4I I I I L.\HSS lx*Ix1/4 \H55 lx1x14/_ o • AM 110 W H I I LA = 0 I 0 q I H55"lxix14 '141 C (33 .1 a rh • \_ =;7-,, TYR I I I I ) 0 0 ..-- .a.4 I I I I. ifik \E- ' . - U _ 0 0. ( v', 2-2x4 "1 r , . 1 I . _T- . 7c GI N. % g 0 Li— — —1 I -41 _ .., ._______. 0 - 0 Illi IJ1 210's _.1 1 *Ci - 0.C. • 1 OPEN I114 TJ1 360's- c) ' 16" 1 ,1 *1r 0.C. 13 1 ;i2 GL 3b.201 u 1' \2x6, —ogr— — ri / . , / / / / : / / / / / / / /,....,/ / / .., /1/ ,., ,, ..., .., „., 2,-„ ( / / / / / / / : r / / / /I l... . / / / / / / / . / / / .11 / / / / ., / . / / . II I I I I II , 4- - , CONTRACTOR SHALL VERIFY THAT — -ALL EXISTING CONDITIONS SHOW - 2-2X57 8 1 3 I I I 1 )_ ON THESE PLANS ARE ACCURATE WITH ACTUAL FIELD CONDITINS. i ANY 018CREPANCfES 514COLO BE 8 • .9 1\2-2x6 I I I I I I ...0 Q ,r,0 BROLKAAT TO THE ATTENTION OF a a 3i/rKlilty rt / / / z / z / I4CE AS SXN AS THEY ARE -"I::' IL LL __J L .._ ___ DI5COvERED. I I I — — — _ I I 7 -- I • '2-1''. ,A*9 ,.., 0 • .9 Q 2-2XiI/ \\2-2* DISCLAIMER: THE SIGNATURE AND STAMP FOR THESE STRUCTURAL DRAWINGS ARE VALID ONLY UMEN fii ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC - - SET CF STRUCTURAL CALCULATIONS PREPAID BY 0 e.* HORN CONSULTING ENGINEERS LLC ANO SEALED WITH A _ MT STAMP e.,N AD s4APE Br THE ENGNEER ILHOSE 3. 5lAMP APPEARS ON THIS SI-IEET.CONSTRUCTION [7 SHALL BE PERFORMED ONLY ILIITH A DRAWING SET I - - - APPROVED BY TUE LOCAL JURISDICTION. ( , - 2-2x6 ---\ _ GL-3'12A11111__ ink c r . , tzs.i el I MIP? 2-2x6 , /1 1 _ SI W12x45 141 SI UJI2x45 1511U12x45 — 9 ,' 4111118 ! / 4ilr - SIN. 1-1555x5x1/4/ /Ek H556x6x/ H5S6x6x1/4 AEI H555x5xl4i ',, 11143 TJI 21a, vir car ' a 16"0.C. • IIill / ,---------c` auECDT4G CN5T. - PLY OR 05E3 w/10.c1 RING SHANK NAILS• - EDGES 4 12"O.C.FIELD --. I I )' .E> ... i - I I All , I I 7.1, 1% 0 • .Q a)ct 1 _ — - Wr ( a;- -y— (E)COL (-NI li D / I f <I[ OP ./ - 10's = - I-155 lx-x1/4 ,.. OPEN 2-2x6 TRIMMERS H 114,1,11 2 I C--)r.,/ v,--551f1. U —5 0 1, 2X102 2-2x6 - \2-2x6 TRIMMERS . 1 I itS \ 0 TRIMMERS TRIMMERS 't› - - ItAix , FLOOR CONST. I II FLOOR CCNST, 1 - 1E--------- Y GLUED T.G PLY OR 055 Ist IOd (1) „</E I It"GLUED TG PLY OR 0515 tut 10c1 RING SHANK NAILS•6°0.C. Tr.."'" RING SHANK NAILS*64 0.C. EDGES 4 7 0C.FIELD c 0 - - EDGES 4 12 0.0.FIELD }BIDDER DESIGN 4 - STEEL STAIRS 1 -"NI-155 1x1x'/4 r ,, \..c) II 11 i I — i.0._ Oi 3. 3. SIM. U I• I14 TJI 210s 1 a IV 0.C. OPEN OOR CONST. 1 "GLUED TG PLY OR 095./IOd RING SHANK NAILS•64 O.C. EDGES 4 124 0.0.FIELD 11 _ rz)--, OC '-_ -R ...-F .. -,==R4, I\G / 41\ e :1LOO R 5-EAR WALL 1=4,\ I I . I , , I REVISIONS: ( i UPPER FLOOR FRA-1ING / MAIN FLOOR 5DATE: S14.1S WALL PLA\I i. , _ ii , SCALE:1/6".1.-0" SCALE: /a - 1 -cy DIRALIN: JI-II-1 JOB NO: PLUCC-IS-01 tN / . siimil 2 ORIGINAL SHEET SIZE: 22x34 • - -----•-•*-------=----- ----- -----,--------- --,---1 ,s„..,OPRO,c . :c••.e\ I N Fe s% 51 9PE '' '0„ CRE ON Oq� 12, \°��'� �0JNO� Expires: 6-30-19 rt W -3—3 txE r. 0 c a L "R � GJ t o 1455 lxlx'i4 HSS 1x1x'4 HS51x1x'/4 H551x1x'f4 1455 1x1x'/4 1S51x1x'q H5$lxlxlji 1455 1xlx'�4 r c=_ C p 1 / / / / ,x,x 4 i I l� i _ Y I c . - tAtiithn " n . Ib n 3�"20 C C 55 GLG JSTS t XIV c! 4110 ' _ � `.? at' a ti c l - . - - • E al c tv 35a"20 GA 55 CLCz JETS !24"O.G. ON TNESE PLANS ARE ACC RATE - _ - - • - y - "• WITH ACTUAL FIELD CONDITIONS. " — - -- — I ANY DI9CREPANCIE9 9HOW.D E+E BROUGHT TO NE arrENneN OF NCE 49 SOON AS THEY AFE LATER4L TIE SUPPORTi1.4 2 D19COVERED. CR055 BMS(CHICAGO METALLIC 12100IH) PER 3/S3.4!12"O.G. DISCLAIMER: NE SIGNATURE AND STAMP FOR THESE !24"OC.,TYP EA WAY,TIP STRUCTURAL DRAUIN5 ARE VALID ONLY WHEN ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC MAN BMS(CHICAGO METALLIC 200011-11 _ SET OF STRUCTURAL CALOJLATICNS PREPARED BY !48"OC,TIP HORN CONSULTNG ENAMIEERE LLC AND SEALED WITH A WET STAMP AND SIGNATURE BY NE ENGINEER WF{OSE STAMP APPEARS ON THIS SHEET CONSTRUOT(o4 2 SHALL BE PERFOPo`ED Of4.Y 11TH A DRAWING SET - APPROVED BY NE LOCAL JURISDICTION. - LATERAL TIE SUPPORT EA WAY,TYP MAIN BMS(CHICAGO METALLIC 200.014) 1 !4$"CC,TTP C CROSS EMS(CHICAGO METALLIC 1210.0I14 ` ; , .. 0// u V CNI 3 0 1 C "� X11 1 �H551x1x14 d ,\ n ...... BIDDER DESIGN STOREFRGNT CI WINDOW SYSTEM � f O' ----\H55 1x1x'i4 •C ii 5,5. CEI, I\G F 4 I\ FJ\\ 1 1 1 I I I I I REVISIONS: ("1`" SUS. CEILING FRAMING PLAN S!.) SCALE:I/8"GI'-O" DATE: 0.1t 4.10 SCALE: Ij�11 _ 1' 01' DRAWN: JN1-1 JOB NO: PWCC-I3-OI sio. 7 0 ORIGINAL SHEET SIZE: 22x34 III ■1 11111- "^ .•=i 11111 _ 0,V PR Op- . if ;G1NFe `P'o 51SPE . T' dRLON 0 • 12, 1� qf/ � �D ,1. H�o Expires: 6-30-19 i • , N 1 - E J o 0 i..1 4 ROOF GO : U ICOW:I%2^2 0 GA N5B36 STEEL DEGK'G :.. o i-B) Wir VI .. W - CG N5$1x1x14 NSS lxlx"4 C m // iiihhk .4 v m __ _I I I \ul a / l_. -I 2 a LLLJJJ 53 VI ± O1 �N56lxlx'i4/1_1 C q N5$lxlxl4 N5$lxlxl�4 NSS lxlxl4 N$S lxlx'q N55 lxlx'h 0 'C O ' NSS lx7xlG U cu C v - O L 44)04I - I u1 n -214 NSS 1x14'4e 4v 4 L r . 4x4x'h I :- -CONTRACTOR - ALL EAcTQRALL TWAT' 7I4 CQNE 5MW AEIArE ACCURATE• UM ACTUAL FIELD COImiTION9 ���� ANT DISVREPANCIES 91YaAD BE ;RO W T TO THE ATTENTION CF WE AS SOON 4'.TIIET ARE DISCOVERED. 1 LEGEND DISCLAFIER: NE SKAATUFE AND 9TAYR.FOR THESE STRUCTURAL DRAIUWAS ARE vALID CNLT 4ilEN I I ArjrdlpANiED 8Y A DEVELOFT'E:ki Mr;LOT 5PECPIC SET OF STRUCTURAL CALCLILATIONE PREPARED 13Y ----El INDICATES WALL ABOVE FRAMING LEVEL 2 L { INDICATES WALL BELOW FRAMMG LEVEL 2 UET 1 PIT SIGNATURE EE NE HSTR XT/fLYISE — 5TAI`IP APPEARS 3:3\1114 SHEET. Cp1;iRUCTICN 6WAL 15€ TI1 INDICATES INTERIOR BEARIhK+WALL v o APP%YA FS �DOCAI Afd9D CTf SET v////il BELOW FRAMING LEVEL A. — _I lr IX INDICATES COLUMN A80VE `�°• + 2 • INpICATES COLLMN BELOW FRAMING LE VEL I © - ,, 7 , e INDICATES DETAIL REFERENCE AFFLIES TO ALL SIMILAR LOCATIONS C- 1' x444x: xi _ I 4 __ c_) rC�,• (----,4l NSS Mx% N55&U.% NSS BxBxOb 1 40G 6N I6.1K \ 40G 6N 16.7 CP PS510x141S '�yy I —\ Vor © p W FIBS1xixI'4 a KYLIGNT • Srir 4'4x4)6, .,4x4x1i4 --- \ 1 s it' 4 i a v !7 x x',4 4e 4x4xIi4 L , ROOF FRA''''." NG / NaJJ 5<YLIGIT / ( EXIST.MECN.UNITS - ) RAR I/AL L FLAN (500'EA) REVISIONS: DATE: 014 IS SCALE: I/BEE - I'-OI' 1 ROOF FRAMING / NEW SKIL IGT / PART. WALL PLAN SCALE:UB^.I'.0^ DRAWN: JI-11-1 JOB NO: PWCC-IS-01 0 ORIGINAL SHEET SIZE: 22x34 (t),..D PRpce, �Q,,I N FF ts1 4' 51: 9PE '` 'L' � RE ON HSS COL. '/4 / NSS 6x6 COL. ( Y I ,,4 p����12 N�Q� PER PLAN PER PLAN I J. BASE IE 5%"xllOx0' 512" w/ If~ASE lE Sia"x12"xl'-O" w/ -' —�-' � 2- TITEN THD50800N —� 4- TITEN TND15100N Expires: 6-30-19 SAWCUT R ANCNS SAWCUT E ANCHS g 9"O.C.EA WAY 2x6 STUD WALL ° °a REMOVE(E) REMOVE(E) ;. - _ -- 6005162-33 STUDS \ lb"O.C. �S o a SLAB liz" il- NON SHRINK SLAB I 18">�RECESS / &ROUT FILL SOLID w/ 9 24 O.C. WALL SHT'G ) ° a PRE CAST CONC.VAULT {- n 600TI25-30 BOT TRACK PER WALL TYPE 'A' WALL PER SUPPLIER II U NON SHRINK GROUT _ a EXIST,CONC. — � V4 EXIST.CONC. — AFTER COL.INSTALL L j rn w/TITEN THQ50400N a SLAB SLAB 'SII I - LLI -I ANCHS 9 48"O.C. P.T.2x SILL IE w/ 1 ° 4 MIN-2-PER WALL SECTION TITEN THD625600 1 //,� 1 _'_;_Y . : % 111 G . EA FACE E) LAB ON GRADEAE -. \.\ , ''\ - I I - I I NEW FTG PER PLAN }� h i l' -, ,,,\,,,„ , -, 4 � • • _ °° \��� �� \\/� /��/\\\� �����\�����\/ . to ° e a. . 4 //\//\//\ //�//\\/�\\/�\/�\/r\\/�\\/��I �i,/i, III I o 6 co o \/ V \/ \/ \/ V/ ry \/ \/ V y \/ SEE PLAN _A ` II .1:- V y /��i��i��i /i�/i��i�/ice/ice/i �ii� .+ '-----:---ii-----_--:-CHL---111-7----17-==111=11 111 I I1 111 111 I I 11=1 11=1 11=1 l 1-111=1 11=HI-III-1 >, /\ 2,2, /x//��i�;�i/;�i,��/,,/s /\�/\�/\ 1 i i-1 I I-1 I -1 11=1 11- I fit i I- E a —REINF. PER PLAN PER PLAN w 1 IAN NEW FTG PER PLAN j v v h cn 40 \ ,, FART. WALL / EXIST. SL,45 NE„ „ALL / EXIST. SLAE 0N55 BASE fE / (N) FTC 1-155 &x6 / (N) FTG SCALE: I".1'-0" SCALE: 3"=1' 0" SCALE:e'=e-a" �� SCALE:i":I'-a° i • CONTRACTOR SHALL VERFY THAT ALL EXISTING COHDITicN6' V WM CN THESE PLANS ARE ACCURATE A WITH ACTUAL FIELD CONDITIONS. ANY DISCREPANCIES SHOULD 6E H55 4x4 COL. BRGWHT TO THE ATTENTICN CF HCE AS SOON AS THEY ARE PER VAULT SUPPLIER DISCOVERED. DISCLAMER: THE SIGNATURE AND STAN FOR'NESE STRJCTURAL DRAIANGG ARE VALID ONLY WREN 1 ACCOMPANIED BY A DEVELOPMENT At$LOT SPECEIC SET OF TRUCNRAL CALCUL TIONS PREPARED BY HORN CONSULTING ENGINEERS LLC AND SEALED WITH A LET STAMP AND SIGNATURE 6Y THE ENGINEER WHOSE STAMP APPEARS ON THIS SHEET.CONSTRUCTION I SHALL BE PERFORMED ONLY WITH A DRAWING SET IS'�RECESS ' APPROVED EST THE LOCAL JURISDICTION. FILL SOLID w/ - _-_— NON-SHRINK GROUT 2x6 STUD WALL EXIST.CONC. — AFTER COL.INSTALL -� SLAB 0 16"O.C. P.T.2x SILL iE w/ I WALL 5H7'G TITEN THD625600 PER WALL TYPE 'G' 1 ., \-/ \ ANCN'S w/iE WASHERS • *% u k I/4"x3"x3" Q 48"O.G. "'° 4• SSS°nY ° CE1 SLAB-ON-GRADE 1 '-77-P1=111= -111, ,I I 111 1 CH NEW FTG PER PLAN ° o I> Q1— °D o D 11 ( —i i I.././<<\c, ',,,/,,,:c/x-\'‘,/,/ '//\/� /�\\�\\f�� CN1 111=111-111-111-Iii III 111-111 III-III-III-III-111=1 =II=1 11-1 11=i►=1 11=1 1=1 I 7I 1=11_1-__1__1-7-1 1 1-1 = PER PLAN (( GI OIL *n ® 1-iSS 4x4 / (N) FTC0 \illi LUA_L. / EXIST. 5_,45 5CALE:I°:r-0° SCALE: I"=I'-O" a_ Q (c) cy DET4I5 REVISIONS: DATE: 8.14.18 SCALE: 111 : 11.011 PRAWN: J J0B N0: PUJCC-18-01 / _ ,Iiiiii 2 . -- O ORIGINAL SHEET SIZE: 22x34 ��Iv �� "�.�-_ I II II I 1 GiNFF ` 0 5-L, 9PE (E)ROOF DECK - 1, r X J aVR • ON I.- •1 1. • �41/01,J. N��� �, (E)HSS 8x8 Expires: 6-30-19 ( (N)HSS 1x1 ) 3 - - N \ V (E)HSS 8x8 �� �� O n '' ' kai : VI 71 - 9N. O i' S'-4" \: _ i 2 0. a Cil =� 7 V,- - F (N)OPG.SAW CUT t REMOVE AS REQ'D Q1 E ` DO NOT OvERCUT y N \ / = 3.i AT CORNER !'' O V jt V(i = V) � as \ \ _,. F •1 E • 0 o °T° 1\.4 U a \ \ \ \ j1 OPENING - - i o 1 x \ \ \ (f = N N. n / \ (E)OPG. / \ — \ \ d E i 1. •1 {�+, 'CONTRACTOR �ITIONS SHOVERIFY W / \ cv CN NESE PLANS ARE ACCURATE 3. WIN ACTUAL FIELD CONDITIONS. ANY DISCREPANCIES°.MOULD BE _ ( / 3 BR LIGHT TO THE ATTENTION OF J J NCE AS SOON AS NET ARE cv ( L 4x4x1/4 cce DISCOVERED. . • O \ W W DISCLAIMER NE SIGNATURE AND STAMP FOR NESE STRUCTURAL DRAWINGS ARE VALID ONLY WHEN –i_ ACCC STRUCTURAL BY A DEVELOPMENT AND LOT SPECIFIC �`,��i'r SET OF STRUCNRAL CALQILATICNS PREPARED BY HORl CONSULTING EIVR'+INEERS LLC AND SEALED WIN A LET STAMP AND SIGNATURE BY THE ENGINEER WHOSE !N)N55 Ix1x1/4 STAMP APPEARS ON THIS SHEET.CONSTRICTION ..e._, AP ROVED BY THE LOCAL AlSDICTICN.DRAWING SET , • - I i I " ( (E)T.U.PANEL / EXIST.SLAB --A- n I V i OFENINC1 FLA\ OFENI\G ELEV4TIO\ OPENING F 4 IAC FLAN \ SCALE: 1/4 I'-0" 1111 SCALE: 14":I'-0" ® SCALE: 1/2".1'_0" D/ X11 7– c-N\ — (N)SKYLIGHT = PER DESIGNER U ll 11 Z I \/ I ci --5CC) S I I I _ CL t---) —L.,,,,,,,,,,,,,,,,,,,,_ —1 cz L PER DETAIL 6 /53) 1/2 STEEL ROOF DECK A3116/ 0 0 (E)25L1-1 ROOF JST / 1455 111 L 4x4 II/4" TIP in 1E 3/&x4x1'-0"w1 II/4" TIP 1'-O" / 1'-D" S v \/ I 3 HSS lx-O 0_ ir- 2-�/$"�SCREW ANGH / / I w/4�� SCREW1AN `- 5i EMBED ZI/z" �" l 8 EMBED 211/z"I ..r 8"TYPE X G.S. 1 C6x82 x 2-0 wl N( / /4 4-5/8"0 SCREW ANGH / / / EMBED 2'/z" INUO CO ii / 13625131-33 STUDS e 12"O.C. \/ w/2-410 TEK i1 1/4 1/4 ro 1 e L <ad da 4a Aa n '• 1-,,a. a 'a - o d _-Q_. a0d aa. da n. n d a nd °d iI \___.--' 4. o a a d a - - d a 4 a - d r d d d a i""."1 d d a a a s d add ` 25L1-1 ROOF JOIST a - d < a /\ 1 /\ /\ I /\ AIS (E)T.U.PANEL ., 8" MIN. // WDW OPG (E)T .PANEL (E)T.U.PANEL in XXXX,>cX)QcXX H , /\ /\ / 12'" +/- / DOOR OPG SUSP.CLG PER 3/S3.4 BOT.TRACK 35/8"x 33 GA QX65 1xT / (E) T.U. F,4\ _ t O& / T.U. FA E L0) Lx4 / 2a 1-1 -SS lxi / EASE SEE STUD UJ4�� (N) 6<Y_I -*- SCALE: 1":1'-0" \ SCALE: 1":i'-0" SCALE: I":I'-O" lal SCALE: I":I'-0" SCALE: 111.1'-0" REVISIONS: DATE: 8.14.18 SCALE: VARIES DRAWN: JNN JOB NO: PWCC-IB-OI viiii 7,) 0 ORIGINAL SHEET SIZE: 22x34 _ ....... D PRO--,-e Nci GIN P 6:0 I-, 51 rpET \,„,\, at\(?Ri80-y v44, fa's • 12 •0 ,....\ 4041, ' <iv, • '7 l'10 j. \ACYC‘ Expires: 6-30-19 . .. . . -,„ ,. \ . 11 . .1 ,.....' 1 cc E i C).. 8 ,.. — - 2 cl; ea '6, t 6. 1 4.1 ce -c .,,i, „, , c 8 Ti , 3-iV , F-0' / 5'-10" F-0` V-0v4" ' /F-0" eSCO' 4 , 4 , 4 (1) CI , ' C - ." 'V • -- — --I — — . 4.1 br.:3 _ i__i_ ___ __ _ _ _ _ , - -- _ 01 x 1 • 1455 1)S41) ...„.(1, 1455 lx1x1/4 ' C tHy .,,,.., ; NI ...±-_,..- 4 .0 SAW CUT OPG.IN 0 ‘7'"-: 5 IA P1 \ MIN EXIST.Til.PANELS, ' ilni . DO NOT OVERCUT :AXL11)5?.1TT.U°.PANENLS, %.01F. AT CORNER . 0 t DO NOT OVERCUT 6.4-111 1.7„..i vs° 1,7-11 AT COWER Ic_.-11 J-EXI5T,OP& 111 § . .. ., ,..- i op, , 4 I § 53.1 — \ § 4 r. - sr— 1.2-A 1-7.1 I.1; X 2'-0T-0 ' :-- T-0" V-0" 2.-0" 1 'IT " " "? • § -,a EXIST.OPG.- MIN. et MIN. / 7 ZA ...4 E /MIN EXIST.OPG.- „MN 1.,MIN I ,.. y--EXIST.OPG, _%,. . •-• calTACTALL ExROGR C.CMS"t‘A-RiCtSFSROIHr THAT ,_. 1 ON NESE FLANS ARE ACCURATE _%,,,....___. 1,,,.-24 a-41 1 ? \--.41 , 107! --5.- ' . ,4111 ,,,, WITH ACTUAL FIELD CONDITIONS. ANY DISCREPANCIES NOW BE •-•• 1 . 'S. ' ERNI/AA'TO NE ATIENTION OF , 1 • I I HOE AS SOON AS THEY APE DISCOvERED. , Adak Z? Allak DISCLAIMER: THE SIGNATURE AND STAMP FOR THESE STRJCIURAL DRAWING'S ARE VALID ONLY UPEN WY i<1 WIF .. ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC . . •, SET OF STRUCTURAI..CALCULATIONS FREPARED BY . . . • • , • • ' . . , ' HORN CONSJLTING ENGINEERS LLC AND SEALED WIN A --- _ -1 LET STAN!.AND SiGNATLIRE EY IRE ENGKEER INOSE r- r r 1 r _I L -4_ _I— J 1-- — — STAMP APPEARS ON NIS SI-EET.CCNSTRXTICN , 3c1%* F-0° 5-10" F-0" SCOV , F-0" , 3*-6%" F-0` .4„ 4'-3%" , 4'-r ,, v-o" i,2-IN"/ F-0" e,SCOW/ F-0` i 5`-b" / 5`..0' / le-b' , WALL EE PERFOR1ED ONLY AM A DRAuR6 SET . / / ,I, • / / - • APPROVED By THE LOCAL AiRieDicticN. 0 SCUT— ELEvATIO\ 0 INORT—, EL--vATI ON SCALE: 1/s1c0" SCALE: 143".I'-0" ". f)L 0/ C(1 CNt ,>— " ii— ki w OZ. U ) 0 0 0 \._c) 1 36'-bV/ . 5-0" II'-4Y4" 5.-0" S'.11.4" F-0" 1, I4'-1%"/ / 4 - / 1- - 1465 lx1x1/4„...,....... 1-155 lx1x1/4 1455 lx1xI/4 1455 lxlxi/4 1455 10)(14 1-155 lx1xI/4 1466 1x1)0/4 1465 lx1x'/4 1.7.1 %A ICJ'I I.".....-d ‘. •,. DE'AIL5 i § , ,. '.. _ A,--- EL-2., e 7-2.4 CI 1-_-_• 1.74 1._I SAW CUT OPG.IN EXIST.TU.PANELS. / N. r J / DO NOT OVEN f2CUT 0V" 2'4N'I%"/ ., -14 AT CORNER Z43 `..., IL71 ‘71. CA 17_1 Ik7-1 il--.1 1.7.1IEEE ' § REVISIONS: Yl*. . . . . . . . 7,1 • .• : . 's. „ 'a . • , -1 L. ® LEST ELEVATION SCALE: 143"21'.0" DATE: E3.14.10 SCALE: ,i. _ I,,..0,, ig - DRAUJ1\: JI-11-1 JOB NO: PUJCC-1a-oi . ,aN \111011.1.11%, 2 ----- ORIGINAL SPEET SIZE: 22x34 ---'---7. aV PRoA-es . '\ �� INEF �% ,,,,, 51 9PE H , Ili R ON 6007125-304k 12, OcAc5 SOT.TRACK w/ 41/0J. Np�� 1-'10 TEK SCREW 5/$"TYPE X G$. )' 6007125-30 B 12"O.C.TO RIM / EA.FACE 7f BOT.TRACK w/ 5/8"TYPE X GB. lOd B 6"Q.C. Expires: 6-30-19 1-110 TEK SCREW EA.FACE i FLOOR 51-11"G PER PLAN FLR 5HT'G 1-10d NAIL EA SIDE B 12" O.C.TO RIM ICd 6"Q.G. FLR S-T'G FLR 5HT'G 6005162 33 I JSTS BLCK'G PER PLAN PER PLAN PER PLAN OF I-JST TYP. 1 ° .- 6005162-33 f FLOOR SHT'G PER PLAN mos 16" O.G. B 48"O.G. STUDS B 16"O.C. �, w/2-10d B EA.END _- __ 161 \_—r: \/ 1 I.— ,-,, \/ . \i 1 \/ \/ \/ L.�` rn ----J i , \Il( I JSt PER PLAN Ttt c ori CONT.RIM J5t \ U m . ' CLIPS PER SCHEDULE. CONT.RIM JST , �, t :, -._ CU ao °c i\ t ji IL ,.- ,... 1. 1 1 1� , 1 ,v I �� /\ 1111 -4-U vl EDGE NAIL'G ! /\ EDGE NAIL'G % �� CLIPS PER SCHEDULE. I _,,,.,� ' E 7 ,....\ I C = w a, :�, o } I-JSTS PER PLAN ,- FLR JST 1-JSTS PER PLAN FLR JSTS PER PLAN r. s PER PLAN LVL 1 fi BLK'G w/ w/1U5 HNGRS IfYNi cn z a, CONT.pBL \/ I CONT.DBL / 1 2x TOP fL' CLIPS PER SCHED C c /\ (IJ IOd NAIL EA 51DE 2x TOP Fe /\ C CONT.DBL Q 2x6 STUD WALL _ V > <——s O IOd NAIL . 51DE PER PLAN I L if - WALL OF I J5T TYP. > OF I-JST TYP. 2x TOP ft? EDGE NAIL'G B 16"O.C. C 3 HDR PER PLAN ) NOR PER PLAN 2x6 STUD WALL ) WALL 5HT'G 4 DETAIL 1 /53.1 WALL SHT'G 4 DETAIL 1 /53.1 PER SCHED PER SCI-IED B 16" O.C. WALL SHT'G A PER SCHED • 2x6 STUD WALL 24, STUD WALL 616"O.C. \ B 16°O.G. — ---1\f--- CONTRACTOR SHALL VERIFY THAT ALL DOVE,*CONDITIONS SHOW +��+(p" Jf[/�� ON THESE PLANS ARE ACCURATE 0 PERF. TJI LR JS-5 TO STUD ...ALL0 PARALLEL TJI L JSTS TO STUDWALL '. FLOOR TO SI-EAR „JELL CONS. �'i�. FLRJSTS TO PLUS= 0 TYP. FLOOR -O \�T J4LL CO\\. WITH ACTUAL FIELD CONDITIONS ANT DISCREPANCIES SHOULD SE BROUGHT TO TIE ATTENTION OF HCE AS SORT AS THEY ARE SCALE: P'_11-0” SCALE: 1"=1'-O" 1� SCALE: 1"=1'-0'" SCALE: I"=1`-0" SCALE: 1"=1'-O" DIECONERED. DISCLAIMER: THE SIGNATURE AND STAMP FOR THESE STRUCTURAL DRAWINGS ARE VALID ONLY WEN • ^ _ — _ ACCOMPANIED A DEVELOPMENT AND LOT SPECIFIC --VIS --/--- STIFF 3/S"EA SIDE SET OF STRUCTURAL L CALCULATIONS PREPARED BY 140IEN CONSULTING° , ENGNJEERS LLC AND SEALED WITH A 10d B 6" O.C. IOd B 6"O.C. _ p .. p FULL WIDTH 2x fE W/ I- 5/8"4 I STAMP APPEARS CN THIS SHEET,CONSTRICTION Ili \ RFORMED ONLY WITH A WING FLR 5HT G— • FLR 5HT'G— ° STIFF f3' 3/s"EA SIDE Ili THRD'NEL-STUD 9 24"O.G. SHALL APPROVED BY OCALaURSDCTICK SET PER PLAN ° ,, PER PLAN ° a III �n7 FLOOR SHTG .11"---- L,, • '11 (E)T.U.PANEL ° • (E)T.U.PANEL ir ). / PER PLAN ). )\'\ \/ U ,° • 1 A/ e • Ill -..—� 1/, V ATYP. f \/ 1 � y V ATYP. L- - II�——--' 4 1 1 NC" 4 mII ` ::��t .:��...... ' s MSTC28 STRAP \(11; # n I l /� I CENTERED ON BM 11-1/=\ fi 1 ° Jr ;g 'III IIIjr \ \ -1! \ l�Q r 2X6 DBL 11 1 TOP fE II Wf2 BM I1. 1 1.1)12 BM— W12 BM /\ /`• II PER PLAN 1 ---, PER PLAN PER PLAN ...„_, . CA PER SUPPLIER ,° e° /\ I I-JSTS ER H5S 5x5x1/4 HSS 6x6 ) PER SUPPLIER ° COL. 1 3 1/z PER PLAN S'\ll w/1US HNGRS CAP fE /4 xl0 x0' 9wt CAP IE 3/4 x8"xi'-2 w/ 1 ° ° ( 2-3/4"p A325X BOLTS FLR JSTS PER PLAN 2- 34"9 A325X BOLTS LVL 13/4x111/8 LEDGER LVL 11/4x11-14 LEDGER' I ° 31/2"GA wl IUS HNGRS B 31I/"GA EA BM �(' w/2-TITEN THD50600H • wt 2-TITEN 11-050600H °' . `� CP • ANCHORS B 32"O.G. — p°_ ANCHORS e 16" O.C. ___\/ _6.__L _ e1/4 V WIZ STL BM PER PLAN 1�4 / PARALLEL TJI FLR J5T5 TO CES T.U. F \ L ft:RP. TJI FIR JSTS TO (E) T.U. P \ L LUi2 TO a55 COL ® fi RF' -LOOK JSTS TO 5�_EL ----LR 5°1 112 E3'5 TO -55 COL. 0_ n SCALE: 1"=1'-0" SCALE: N11-0" Q SCALE: '"=I' 0" SCALE: 1".1'-0" �� SCALE: 1"=I'-0" OZ DBL 2x TOP fE 0 kn 2-16d B EA STUD II TO TOP fl° - 2x6 STUD PONY WALL in B 24"O.C. 11 —Ir„ T T V REFER TO I /S33 DIAPHRAGM EDGE NAIL'G REFER 70 2 /533 FLOOR 51-1111G PER PLAN IOdB6" O.C.MIN 1 I FOR ITEMS NOT NOTED FOR ITEMS NOT NOTED I-JSTS BLCK'G ICd B 6"O.C. STIFF FE 3/8"EA SIDE FLOOR 51-11G PER PLAN B 48"O.C. FLR SHT'G C v/ v/ I w!2 IOd B EA.END PER PLAN III BOUNDARY NAIL'G10 III _ 10d B 6"O.C.MIN III _ Z f/ CONT.RIM J5T < JST PER PLAN \\ \,/ / i ` CONT.RIM JST = /\ /TYP. 6-16d /`' jr = CLIPS PER SCHEDULE. OZce U l (I; 1� V \ j� CLIPS PER SCHEDULE. Q tu 1-J5T5 BLCK'G / MSTC28 STRAP ) I /\ EDGE NAIL'G ) I EDGE NAIL'G )/ CY L,V-- �c Q B 48" O.C. / CENTERED ON BMS / / w/1 IOd B EA.END III I I HEADER PER PLAN ----- 2x6 DBL 'I t -- f6d B 8'"O.C. CONT.DBL y , CONI.DBL \ n �n(�✓xY� TOP B I W12 BM 2x TOP IE \/ 1 / l\ \/ I /-\ \\71-JSTS PER PLAN I PER PLAN /\ I 2x TOP B /\ I-JSTS PER PLAN I SINGLE 2x KING STUD C_N ,. C \I > EDGE NAIL'G HSS 5x5x14 NOTE: USE DBL KING STUD WHEN -— <——y COL. 1 I OPNG WIDTH IS GREATER '— ' CAP fiE 3/4"x10"x0'-91/s"wl THAN 48",TYP UN.O. — SUSP.CLG PER 6 /53.4 — SUSP.CLG PER 6 153.4 LVL 1114"CONT.RIM I { 2- 3/4"b A325X BOLTS ) WALL SHT1G \ wt A35's PER SCHED WALL SHt'G I B 3'/z PER SCHED PER SCHED / GA ( SINGLE 2x TRIMMER PERIMETER WALL ANGLE PERIMETER WALL ANGLE n (CHICAGO METALLIC 1420.01) (CHICAGO METALLIC 1420.01) REVISIONS: -- PER SCHED I I V 1/4 / V 2x5 STUD WALL \ I I B16"O.G. 1 ---s— -- --An— - �� TYP. FLOOR TO BRG ...ALL CO\\. 112 TO X55 COL. -sr� EADER TO SIDE JA°15 CU.N.OJ FERP'. TJI :L JSTS -O STUD rJALL PARALLEL TJI FLR JSTS TO STUD ALL „ , „ ", l3 ", ," 1 15 SCALE: 1'1211-0"0` SCALE: I =i' 0 SCALE: I :I`-O SCALE: 1".1'-0"0 SCALE: 1".11-0" DATE: 5.14.18 SCALE: II1 _ II-0I1 DRAW\: J-N 305 NO: PUJCC-IS-01 ,-.. 7 ,. 5 ORIGINAL SHEET SIZE: 22x34 • _ __- O CLIP 19GA x 3" x O' 3" '�� G IN E.FotP 1%s" 51: 9PE' �- w/2 -"10 TEK SCREWS --- �t r • EXIST.ROOFING/ TO BLK'G t ��` _ 1/ 1 INSUL /SHT'G 2-HILTI XU32's 8 JST \_/ TOP CHORD I ViN 12 • �� 4..............•••.•••••••••••••••••••••••4.....•r*��*•..��*4..••..4444 ** ♦ *********•••*******••4• _ �4��D j. ‘-‘0$\\ \ ° \L\_, o oo4.--- Expires: 6-30-19 \ c � o \ --- 1, . \\ \\ I —6OOPDSI25-IS BLK'G 0E U\ \ I _ 1 ."i u - \\ L 4x4x1i.4x0'-6"w/ ' (j,1 't E EXIST.36" \ \ WASHER A301 BOLT . _ C rA �_ a2 OPEN WEB JSTS HH \ \ \\ \ L i 1 A� / TIl L31 .; c' .---7 /\ I tu \ \ 6OOPDS125-19 KICKERS : - C w Tr \ 9 48"0.G. +� co \ w/2-*IO TEK SCREWS :OOF JSTS 1111 • \ \ 9 EA END PER PLAN \ o a I ' C c 600PDTI25.19 \ o n, TOP TRACK \ Li > `o^ IDW c 43 _ - `^ 600PDTI25-1S CLIP I9GA x 3"L x 0'-3" TOP TRACK pz --—/V--- w/244°10 TEK SCREWS _J_s___Ar______ TO TOP TRACK t KICKER 6005162-33 STUDS 6 24" O.G. GGNTR4CTOR SHALL VERIFY THAT ALL EXI5TI1ls CONDITIONS SHOW 6005162-33 STUDS j N THESE FIELD l ACCURATERE _ 9 24"0.C. 5 "TYP X C_} .ANY DISCREPANCIESDBE 8 0' i soDN As NET'TO TFE G.B.9 EA FACE Q DISCOVERED. , W Ll DISCLAIMER: NE SIGNATURE AND STAIR FOR THESE IL STRUCTURAL DRAUNNGS ARE VALID ONLY LLNEN ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC • SET OF STRUCTURAL CALCULATIONS PREPARED Sr 5�8"TYP X > HORN .EOT STAMP AM)SSIGNATTURE BY NE �RENGINEERS LLC AND EDS A EA FACE —"_ AV G • — 1 ,SHALL SEEDD BY NELOCAL. UJT1DICCRAA ka SET .V.0TAMP APPS ON THIS SHEET.CONSTRUCTION \ TICet TOP 0: R—. WALL / EXIST. ROOF JSTS J TOP OF FAR—. 141...L. / EXIST. FER . ROOF JS'S 0 SCALE: 1".1'-0" SCALE: I":1'-0" SPRING CLIP INSERTS ( COMPRESSION POST IN HOLE IN POST ''Al‹. 7--INSTALL SPLAY WIRES VERT. 12 GA SPLAY WIRE ) WITHIN 2" OF CROSS BM SECURED TO MAIN BM INTERSECTION EXIST.ROOFING/ 45' OR LESS INSUL /SHT'G 45' OR LESS 1 GVt 120 GA ANGLE 9 EA JST S V1 1 35ia"20 GA SS w/2-"10 TEK SCREWS 9 11 -KIE CP L ° ••******* ** ,•�****�+**44 CLG JSTS 0 24" O.C. GLG J5T /TRACK ` I �-'p °p ° 4-12 GA SPLAY WIRES w/2-*I0 TEK SCREWS .*8' .,Z1,, ,,,.. , j 4°Q o° ° SECURED TO MAIN BM ® TRAM KING STUDS 2-6005STUDS rr l� i IV �!!r\� °°°° EXIST.36" i \/ 3-6005162-33 (( ( j ' `j�� ;7-", „/, CROSS BM OPEN WEB JSTS ` `` ., . ° S S + 35,8"20 GA TRACK Kie 3A/UDS # -/�VQ iF11-- Li °OA-•. *►�1�� 6005125-30 STUDS \ 7\ 1 �}// 45' OR LESS p°°° 12 GA SPLAY WIRE 1s 24"O.C. �t p °o° ° ° , 0 45'OR LESS w/1-*10 TEK SCREW s'8„G$. ) ( 358"20 GA SS WALL 24 O.C. 0 pp° ° o — SCB4353m EA END kn ° poo° p ° ° v HQR4 TLSUD WS TO II p , • I 2-6005125-30 HDR 03A /S2.1 CROSS BM MAIN BM tip v 4' v U a S '��, ' ,,,i1RE C���. �i� / CROSS 5 1= ' �I � CC��`�. �� C� CLC1 J5T5 CO\\ 55 WALL TYP I-1_ADER TO SIDE J4IB (L \DJ C SCALE: N.T.S. • SCALE: I"=1'-0" SCALE: I":1'-0" - 514T'G PER PLAN I \_/ 1 IDET4LS MIN 4-TIGHT TURNS � + 0 ALL WIRE CANS • SPRING CLIP INSERTS \ COMPRESSION POST I� /a IN HOLE IN POST 0 y J -INSTALL SPLAY WIRES VERT.12 GA SPLAY WIRE ) WITHIN 2" OF CROSS BM S SECURED TO MAIN BM INTERSECTION I-JST BLK'G w/ 45' OR LESS 45' OR LESS IU5 HNGRS 9 EA.END REVISIONS: 45' OR LESS — NEW 12 GA SPLAY WIRE =!d°°p I w/ IQ". SCREW EYE w/ o,a� „<7,K -p�p ° 4-12 GA SPLAY WIRES oi MIN.2”EMBEDMENT °°° ° SECURED TO MAIN BM ° °�p° MIN 4-TIGHT TURNS 'A ll!�� i p r`-- --,_- 1 14 - _I_- _ ^ ALL WIRE CONNS ' Wii- \ +'p%` CROSS BM I 1 p p .... '.. . \ski 45• a ° -° �r11� �� ����. `� �XIS�. >4T��5 DATE: II 8.14.18 B LESS , p 5 �,I SCALE: 1 = 1'-0 45' OR LESS SCALE: N.T.S. I�RAW\I: JI-11-1 'p° p p 0, •�• o O ° .` 17 O i EU m , °° VI • �v i JOB N©: Izt)CC-I0-01 ,° I% SHT'G PER PLAN CROSS BM MAIN BM FLR JSTS MIN 4-TIGHT TURNS PER PLAN U ALL WIRE CONNS VIIIIIIIII.N I NEW 12 GA VERT.SPLAY WIRE ,__ w/ 1'4"4 SCREW EYE w/ - -1 MIN.2"EMBEDMENT 0 0 'SPLA WIRE CONN. e °',4I` B '\° / CROSS EN" VEIN. SPLA IIRE CONN. g EXIST. tRA:TER5 ORIGINAL SHEET SIZE_ 22x34 SCALE: N.T.S.