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10730 SW 130TH AVENUE-8 r� M.. elf' �'�.... ... hs�0,tw'S � • y,: F .wr ate: .•r .w n.:.mh a:,..,:...,,......... u.,.., ,.-_:. .......•-i.Y:,w.os'e.. rKw►MIiiW/�1YYA4n.�w`Wd4�i1YYJYY1111f aru®r_.8i+`i�'Il®W� `�• '� �'1 � �9f1�iGY�dri�lK�+I:fi1...A11Y0tYix. .. IY11YMii+141WW':Mtwa...,a.,s+awxi- :..'..... WrYwiWiurYLr'" .. .. w. .".' ,!^ •••�•�r��' ,W,.- .A ...,..�.'���r' rt�6C. .'.i•. -_ t r r73A; O 24.5 c� -"l,4 occ 23 OCC _ ��0M.1 - d MAY 1 R l0U 1 r m 7 T T T I I occ OFFICE COPY CIV cap TiGA4�0 52:� ,° et!Ilo,l�c-QtV i51aN is of I►t x . SWF*/IStl�ssltoow UAW" SAND � 5; 616 SF/20 I OCCV occ 30 OCC 30 occ W \ 49 OCC 16 occ 46 OCC ! OOM a �- - 988.5F/20 930 SIF/20 I1 930 SF _ _ z-0 occ]27 OCC O $505Fi10 �1 V TIV"D 37 45•m1a wldlh I I 16? � 1 a&wft 87.5 OCC {�_•r J �'°r DON ItAIY KI k1pAJti 1 7 S OCC ® 274.5 OftQ 0"a OvAwoviliid 41,41 �{- (-- -- -- - - - F- ---�- _' -- --� - a as j�Inc X;r�,"MP..�..wr,•..•.... / Q �.=.«I./Yr � Auburn, 1'�as!Ilnpton ��.�. 1 {� IAiU.I!Y9 OCC v �� 0,1-WE 494 Sr/50 II occ NO OCC NO OCC 10 (c 390 OCC I TAKVCHAOt STORMS -- --- - -- __ 25 occ A I OCC 1 OCC � 0Al of 40 OCC --- -- - _ -_ 5065F/220 24 o WC 484 SF/ ?O 7RAJIMM GYIr!MRAGE OFFICEAR]tC OFIKI/wslc ATrRQV1 V*LAIRS SS occ NO occ I OCC f occ INCI.UD UN-ATTAC M, �l Ilzs SF/IS -, )N BOOK - TR1JC1URIFICAA1,CALCS U 114 `~� -GFOTECH REPORT 11.1 maL width 17.1 t® _ DOCUMENTS S 12' md L_ _ _ 1 1 -MISC '+- 42'atrml sr C_ I1 �� SP'ECI4L IIVSPECTION REQUIRED U f� State of Oregon StructuralSpecialty Code �-- � � cY1rNA � s57 ❑ Concrete and Reinforcing Steel 0 Bolts Installed In Concrete D Special' Moment-Resisting Concrete Frame an I c`) f I J �� ( �' D R forcing Steel 8 Prestressing Steel Tendons -- q) lJ T9(x r J 0 Ne O C� uBRARY 594 S17/20 � ''-41 6CC Structural Weiding is(MSSFF/s0 r-29 OC 0/20 ❑ High-Strength Bolting Q 00tom? I!1•mfr-wldth 17.1'rnln. Idth . ❑ Structural MasonryQ!" X :3-: I' 421AMW 4z•actue'/ i ® 88.4'mfrs width 00 Q Reinforced Gypsum Concrete m 114 360•aeor 114 ❑ Insulating Concrete FillO r� Lr) 456 -- --- -- �, 1apjj-lm C? N 0 Q 0 i L i� - �� so G Spray Applied Fire-Resistive Materials [� r) -:z- A 3z9sF�3s O Pilings, Drilled Piers and Caissons 1116 N1nlsrnY _ 13Shotcrete RM[MEW arc REIJGIO►l� ® zoo'TRAvEL atsrANaF ro 200' VR%7ANCE To Vcrnucz'It .- ONS ONLY) ❑ Special Grading,Excavation and iFiMng S P, t 2 -- a. J - ❑ Smoke-Control, Systems PHASE 2 NoMY OOCC Yom+Rc" ❑ G+therInspections -- 402 SF/3S _ MINIMAL ,378o 20 Y0Ur11 ROOM Tenant 402 SFI!YBoolis 74 occ 11 occ e1NY a I 1'rsssr/zo Improvement DCTIODURING ONLY) , 10lFIQ' .J .UNCilONS ONLY) Qr�fKJRQeG RIIJG10115 S = RAR'T10N5 ONLY) ® ® _ I occ 9 -�- NORTH � :40TE: ALL AREA TAKEOFFS TAKEN FROM Firs Floor plan - BUP2004--00054 PERMIT SET. Second door Filen � OFFICECOPY �- Code AnN - C ) ALLOWABLE AREA CALCULATIONS: ALLOWABLE AREA CALCULATIONS: BUILDING CODE SUMMARY BUILDING PERMITS (PERMITED UNDER UBC 1997) U = (-- 312 3:2 4 Spaces used for different purposes. A room or space O O i •*A-3-IIIb' - BASIC ALLOWABLE AREA 9,500 S.F. •'E-IIIb" - BASIC ALLOWABLE AREA 14,500 S.F. thc: ;s intended to be occupied at different times for BUILDING PERMIT/SHELL - BUP2002-00234 +1 � 0') i per IBC table 503, A-3 OCCUPANCY per IBC tabl� 503, E OCCUPANCY different purposes shall comply with all the requirements � U O that are applicable to each of the purposes for which the TENANT IMPROVEMENTS - BUP2004-00054 • - I,- '2 '2 STORY MAX. AREA OF 9,500 S.F. '2. STORY MAX. AREA OF 14,500 S.F. PP P �' 170YER AND ROOMS 122 THRU 143 -+-' Q PLUMBING FIXTURE COUNT: BUILDING BUILDING room or space will be occupied 4lxalRl is Occu ant Lood Factor Toilet Load FactQLj&,yy WC req. Lay. req. •AREA MODIFICATION , r10NTAGE INCREASE 33.23 •AREA MODIFICATION FRONTAGE INCREASE 33.23 SCHOOL E (nursery rooms will be used only BUILDING PERMITS (PERMITED UNDER IBC 2003) Worship Places Ell IF_A-JF *473 lineal feet of open space •473 lineal feet of open space OCCUPANCY during Church time, Kitchen see note Principal Assembly Area 912 F of 20' min. of 20' min. below and the G nnotorium -see note TENANT IMPRO`.+EMENTS -- BUP2005--00218 1p y Occupants 15f1M/7�W 1 per iw�, Toilets 4 7 2 4 K O Educational and Activity Unit 678 Occupants 125M/75W 1 p(ir Two Toilets 3 5 2 3 632 lineal feet of building 632 lineal feet of building brlow for Assemniy Areas) ROOMS 103 THRU 114, 116A (KITCHEN USED AS STORAGE) CT perimeter perimeter AND ROOM 121 v FIRST FLOOR = 24 823 S.F. -+- F--- Total Plumbing Fixtures Required: 7 12 4 7 per IRC :506 per IBC 506 � Total Plumbing Fixturezx 1 TO 182 S.F. TENANT IMPROVEMENTS - BUP2005-00383•AUTOMATIC SPRINKLER INCREASE x 2001 •AUTOMATIC SPRINKLER INCREASE x 2001 SECOND FLOOR = 17, f� Additional Unisex Toilet Roams 4 TOTAL BUILDING AREA = 42,005 S.F. ROOMS 116A AND 121. �1 N Provided: per IBC 506.3 per IBC 506.3 Total DrinkingFountain R Ked 1 on Each Floor L APPLICABLE CODES and STANDARDS eWi •ALLOWABLE AREA FOR EACH FLOCK 31.657 S.F -ALLOWABLE AF 'A FOR EACH FLOOR 48.318 S.F 302.2 ....Any other accessory use area shall not be required to be U-) Total Drinking Fountain Count: 4 an Each Floor r 9 OF A 2 STORY BUILDING WITH OFA 2 STORY BUILDING WITH to be separated by o fire barrier provided the accessory use area c occu 'es an area not more than 10% of the area of the storyIn which 2003 INTERNATIONAL BUILDING CODE WITH STATE d *Total of ADA 10 SPRINKLERS SPRINKLERS It Is pocated..... OF OREGON 2094 STRUCTURAL SPECIALTY Accessible per IBC 506 per IBC 506 CODE AMENDMENTS) I Water Closets •ALLOWABLE, AREA FOR A 2 STORY 63,314 S.F •ALLOWABLE AREA FOR A 2 STORY 96,637 S.F Table 302.3.2 No Separation of Occupancies is Required between 'E' and 'A' NOTE THAT A.D.A and ANSI 117.1 CODE i REQUIREMENTS ARE INTEGRATED INTO BUILDING *%MTH SPRINKLERS BUILDING WiTH SPRINKLERS CHAPTER 11 OF TriiS CODE t BUILDING FiRE DETECTION/SUPPRESSION: per IBC 506 per IBC 506 2004 -UNIFORM MECHANICAL CODE ' I Sprinkler System: •473 lineal feet of open space *473 lineal feet of open space CHURCH A-3 (including the 3 nursery rooms - 2005 --UNIFORM PLUMBING CODE Smoke Detection System: OCCUPANCY see note below for group 1-4 arid the i of 2J° min. of 20 min. 9 P 2005 - NATIONAL ELECTRIC CODE G natorium -see note below for Fire Alarm S tem:�E cP space of space 1997 - - N.F.P.A. 101 � *Note: Systems and locations east = 164' en ace east 164; en ace Assembly Areas r to meet govelrn!ng codes and west 1fi4' open space west a 164 open space ) approved by the Fire north = 85' open space north = 85' open space NOTE: ALL WORK SHALL COMPLY WiTH ALL be beahall. south = 60' open space south = 60' open space 308.5 Group 1-4, day care facilities. Persons any age APPLICABLE CODES, STANDARDS, who receive custodial care for less than 24 hours REGULATIONS and INTERPRETATIONS BY NOTES: by individual's other than parents or quardiarrs, REGULATORY OFFICIALS WITH JURISDICTION LIGHTING reelotives by blood, marriage or adoption, and in a place ZO► CIRCUITS c LUMINAIRES PROVIDE. THE ILLUMINATION OF other : n the home of the person cared for. ...... rrTNG CODE SUMMARY THE GENERAL do 24 HR/DAY EMERGENCY LIGHTING -_ Five-resistance of Exterior Wolls Facing Property Lines: BUILDING CONSTRUCTION. Places o_ worship during religious functions are included. JURISDICTiOM CITY OF TiGARD, OREGON THE EGRESS PATH. DURING POWER FAILURES, THE EMERGENCY EGRESS LUMINAIRES PROVIDE THE >G pist Iran PL. anima:One Ing Protectl= - CONSTRUCTION ----TYPE III-B -- FULLY Si"'RINKLERED use i REQUIRED MINIMUM FOOTCANDLE ILLUMINATION VIA Wbst: E 1%.-0• NR NR M'id Ptd to be separated2.2 A bother aa fire barrier r ovidedvio atheoaccessoryired to e e PROP, ZONING R7 - MEDIUM DENSITY RESIDENTIAL t BATTERY BACKUP. North: F 20'--0' NR NR 75'_O• 28'_4• �� i y P y BLDG. USE LOCAL COMMUNITY CHURCH: ' 1 BUILDING HEIGHT (+20 FOR SPRNfKLERS) p es on area not more than 101 of the area of tin* stor in which '�outit: E 10'-0' NR NR REQS. A CONDITIONAL USE PERMIT - P OF STORIES 2 it is located..... East: E 10'-0' NR NR (C.U.P) STORIES INCREASE W/ SPRMLERS +1 2 total stories t o 11i,ximum Area of Exterior Wall Openings 'E' and 'A' NOTE: FOR COMPLIANCE Table 302.3.2 No Separation of Occupancies is Required between COMPLIANCE WITH ALL ZONING AND C.U.P Lto, p' terl�Mniti'- BASEMENT No REQUIREMENTS. SEE THE STAFF REPORT AND Wiest: No Lirrtit No Limit Bearing Walla--Exterior 2 HOUR 4 HOUR CONDITIONS OF APPROVAL FROM THE ; s ,r',, North: 451 No Limit Bearing Walls-Interior 0 HOUR No rottng CONDITIONAL USE PERMIT: SHEET f. } South: 15X (11.61 i+ actual) 45X Structural Frome 0 HOUR No rating CITY OF 11GARD FILE / (CUP) 20011-00004 East 1571 12.6X Is octud 451 Po-titions-Permanent: No requirements No rating ; Shaft Enclosures: 0 HOUR No Rating . Flocxs Construction 0 HWR No Rating Roof Construction 0 HOUR No rating A ! . a Vertical Exit Enclosures: 1019.1 Exception 9 No requirements No rating Table 1005.1 Egress Width - .15 indm per occup-int ToNe 1015.1 Exit Access Travel Distance with SprfAders for E and A-.1 = 250 feet. ^/ Tabs 1016.1 Corridor Firs-Rallstonce Rating wWh Sprinklers for F and A-3 - 0 hours. DKA PROJECT /: 1. 1016.2 exception 4 Corridor Wldth 72' Min.. Actual Is 102' 1501 i , ... ..-__...__.�. - ....._ ._.. ....____.__._ e llf:NrlMIYMIf*la.l•Y41r�lYlt - 7•w+Y•m-wwwrnw.Aw�+t•se�r,wn .r..-r�.+•'y.w"+rYYr . , .-wrrw-,•w...ww.nw- i 1 f d r h ; 3 i k • r: 1 rT , , y. y77ir? 1 y , , Y r zY a•'f A � C� G tJ 7 y ,v. 7 t j t , F, :, 'tin•, f- ,I 2� Ai A .- 7 u ... .. ..., : � i , .. : ': r._. :. ... ..a ..: .v r.. v r. _ �I�wLy1\lAW..-.n=` ----iti1f11iY•`.•�r�:.uw....w.,..«.w.�.u,.rY,uW.nWrrr r.:..ww:os wrnw+.w. W "L —_--�..�� -.°_ ..nt�.'d LY�t.::'�,W.,iY,wear•sY..srl.rlY.:wan.w'....wnww,beMMWWiL1.MYwW{tY:1•Yffl�' 'o'.YYh:1YilW1`Y..�aY.Yai�artlM)1IilYLl.1rf•• '...���; l A ,1 1 I ! 4 P r .............. ............. J 4.-....,yw. .:.lar."..,..—_.,.a.... .., IaiifS.f:.w..,♦',""„—•*aheaYww,..tiWiY.a.14r41Y1Y1{fflF •. '. �YfiYa:ii!+aWIL'1i� ' i .f I1_ 1p• :p F °iiEE1:'; t 5'- MAX. _ 1 �- �j _ T-TT -- --r--�--- T--T I I I 1 T_ I 4 �---- I U/S PANEL U/S PANEL r EL. 123'-6" EL. 122'-0" -- - �_� �- 2Ma6 O 30"0.C. 2A CONT. 9 1/4" LVL EACH SIDE 2x6 O 30"O.C. �11 7/8" RFP 40 O 30"0.10. `�►- 24 LEDGER 4'x4' CEIL114G PANEL �— -TT -- SECTION = A SCALE: 1/8"=V-0" ^' — 7'-0" a TYP ------------------- - I / 1T_\- _�II IrI _ -�,-./-_-_ -__--_-_ _-_-\.-�- _-y1I Ir1._- t--/_-- -_-__-_- --\-- -_•�1I 1Ir_- --/-_j _-\-_-- 20 TION E Ii 9 11A" LVL EACH SIDE11 7/8" TJI BLOCKING SIMPSON _r,� HANGFpO EVERY OTHER JOIST SPACE u \\4'x4' 11 /8" RFP 40 © 30 "O.C.3/8" PLYWOOD TIE I �. CEILING PANEL �--- ---- - - I f i I 1 l I ....-- I---- 1 L ---- --- --- - - ---- --- --- - - --- ---- --- - - ---- --- ---- - --- ---- ---- SECTION g at i II ---- ---- I--- -�r- ----I ---- I---- -�r- ---- ---- ---- -�r- ---- ---- ---- --1 r- --- ---- ---- A1/8"=V-0" SC LE' ' 11 I --- --+4- ` 9 1/4- LVL EACH SIDE OF BEAM WHERE SHOWN --- ---- T -- - - ---- ---- --- - i I - ----i ---- I---- - - ---- ---- ---- - - -- ---- ---- 3 4" PLYWOOD STIFFENER O STRAP I` r TITAN EDGER W/1/2"0x8" / 11 __-- __-- 1--- -�i-- ---- ---- - I I _ - - i i I I D ANCHORS 030"O.C. ROOF JOIST --- r- ---- --- --- -�r- ---- ---- ---- --�r- --_L ____ _ 4x4BLOCi O EACH ROD Ln ?- in , o ---- ---- --- - -�r- ---- ---- -�r- ---- -�r- ---- -�r- -- ---- N O1 SI S ABOVE ROOF JOIST CL M B M SIMPSON THAI 3522 SUN THA_ _ _ _ �# - - 13522 HANGS ' ;�:�-' ---- a`r , HANGERS W/(3)16d ---- --- - ---- SINKERS O TOP OF "0.11 7/8RFP 40 O 30__r ---- ---- O BOTTOM EACH LEG --- -- --- -- -a �.- ---- --•-- r T, �' --- --- I--- -II II - ---- ---- --+IIT�•- ---- ---- ---- _��I _ ----I ---- i---- _�141_ ----I ---- ---- M -- 11 7/8" RFP 40 7, it O 30"O.C. - - -0"O.C.3/8"0 THREADED ROD O 6'- - - 480 GLU-LAM BEAM W/WASHER & DBL NUT W/LOCK WAS -- - ---- --- -�r- - - ---- - -- --- ---- ---- ---- -�r- --- ---- --- 2.x6 O 30"O.C. ! BETWEEN O EACH END 2x6 O 30"O.C. - 1 r i I 11 I - SIMPSQN "O. H 4x4 CEILING PANEL 48" GLU-LAM BEAM IL / I I \ I I / \ I I / \ 2x4 D GO BRACE ,y,6__ ____ __� __�_ �.__ __�,r _��_ �_ _�4_ 0 L HA 2x6 CONT. SPOT LIGHT SUPPORT SYSTEM BY MF s; 2x6 LEDGER 4x4 - _ r - ----- ---- 1--- ---- ---- ---_ �. .. -_ _ ---- ---- ---- --- -- I n ' ABOVE CL OF GL B _ � "UW ATTACH SUPPORT AB G T 4'x4' CEILING PANEL r, ✓ �✓ ----I I � �✓ � -- ---- COLUMN -- ---- -- SEE ARCH FOR INSULATION tz (4)#6 SCREWS TO EACH JOIST -/- ----- \ -i -�- - - --- ---- --�i--- -- ---- -- --��-- --- ---- --- -�I-- - - - --- --- - 20 CI W. 4 TOP OF JOIST O PANEL DETAIL �" / ! \ ,-2x4 BRACE 1 --- -_-- -- !-_ -_ - - o L noN; lowN ScALE: 1/2"=1 '-0" N DETAIL 2 � ____ 11 1 1 O11 N `• I ry I i 1 r I I y I I -ROOF JOIST 48" GLU-LAM BEAM SCALE: 11/2 = tj ;r I = = 4'x4' CEILING PANELS -- -- - ---— --- - - — 672'-0" 2x6 030"O.C. SIMPSON THAI 3522 HANGERS TYP W/(6) 16d SINKERS 2x4 DIAGONAL B CE O TOP OF FACE-UG _ - --- - -- - 60" GLU-LAM BEAM r-- - r— 11 7/8" RFP 40 O 0"O.C. ,.. --- --------------------------- 2x4 CONT SIMPSON LTTI31 O 10'-O"O.C. W/5/8"0x8" TITAN HD BOLT ' --, NOTE; _ _-__�--- -- c I STRUCTURAL OBSERVATION BY ENGINEER .. I SYSTEM.RECORD CONTAQT IRED ENGINEER FORFOR NG SIDE6o OT OM INSPECTION PRIOR TO INSTALLING PANELS. 11 7/8" RFD 0 PROS FRa'AING I " " O 30"O.C. CENNUM 1/2 Mx8 TITAN HD SEE DWG S2.3 4x10 LEDGER ANCHORS O 30"O.C. � 4'x4' CEILING ANEL I `-'4'x4' CEILING PAI 9" SIMPSON ITT3511.86 HANGER I a MIT SET �- 3 0 —�—�5� -�-- 20(x7 ` MAR R s( CEILING PLAN DETAILDETAIL N��r CONSTRUCTIO 3 SCALE: 1/2' =i '- APPROVED BY earn N 1f SCALE: 1/2"=1 '-0" ING OFFICIAL THESE PIANS AND SPECIFICATION'S, ANC THE 04004URM AND DESIGN WORK TO WHICH THEY PEIITMN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. S GHS. AD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL Lim Try IF THE PROFESSIONAL ENGINEER'S � ��r BRADFORD Westgate B Q t I s t Church/School THESE PLANS AND SPECIFK;ATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON 1" SEAL APPEARING ON THIS r:O N RA D 12530 S.W. Scholle Ferry Road Tigard, Oregon 97223 ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. DRAWING APPLIES ONLY TO THE v /' - C h�W E N�I N F�t I N G CO. THIS DRAWING IS THE PROPERTY OF BM WORD CONRAD CROW ENGINEERING CO, IT IS LENT Apo IS TO BE RETURNED - WORK AS SHOWN ON THIS V s UPON REQUEST THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRALLFORO CONRAD CROW � Tennant n n O n t Improvements ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PAINT, WITHOUT �- DRAWING FOR THE ORIGINAL R- CIVIL • STRUCTURAL • MECHANICAL ENGINEERS WRITTEN PERMISSION. COPYRIGHT 2007 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RK*n RESERVED. TITLE BLOCK DESIGNATION. ,�� �q�" SUSPENDED CEILING PLAN ANY ALTERATION OR REUSE 0 I A o7 9925 SW NIMBUS AVE. SURE 110 t THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR �F. off! ` BEAVERTpN, OR 97�-7337 i SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER 'HIS DRAWING WITHOUT RI► PH (803) 213-2013 FAX (503) 213-'2018 wo(#.BCCENGINEERINO,COM AND/OR INSTALLER TO PtAZE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/011 EQUIPMENT — WRITTEN CONSENT OF E ----� 0 CHEC DRAWING NO. -- am I,q PLOT: 63/30/2M7 12:06:00 PIN mlj AND INSTRUCT � OPERATORS �, THE ��� ENGINEER IS PROHIBITED. REb. DATE DESCRIPTION — 13Y REV. DATE DESCRIPTION —_ BY �� SAVE: T: 01371\3000 3020- �. MLJ � 2-26-07 2 dlrg 03/3%7 12:05:5 t PSI ml S . . .rr';� �..- 4wb 6 WOMAN ' $ -` •iii _, � i L �1 Ff ,�•''I+t . . .,: _ 1,: ALJ.,' y _.• , .,-. .., .. .,. _ ... ,. ..,... - I! fIM 7 , " , 4 • I r , .i .S.r::-+.•ter :. ..... , , r . •f.+a�,J,rsi•earwa.., I 1 f I I INNi- t ` GLU-LAM BEAM GI.0-LAM BEAM i 0. C). 0. --SlkSON A35 CLIP (• • i I• 2x4 DiAC.ONAL BRACE I I j 2r,6 NAIL TO TOP OF EXISTING WALL �. (2) JOIST W/(4) 1O EACH - 2x4 CONTINUOUS STRUT % x JOIST • 4x10 LEDGER 2x4 CONTINUOUS STRUT --' j 2x4 SPACER CK A -,� -� ° 2x4 OIAGON BRACE-� � 2x4 SPACER CK N-CEILING PANEL _ j L3x3x1/4 -- - 2x4 D1AGON A BRACE 1/2"0x4" TITAN HD SECTION q '2x6 SCALE: 1 1/z"=1 '-0" N -SIMPSON A35 - �JOIST - 2x4 SPACER r--2x4 DIAGONAL BRACE_ W/(2)1 Od NAILS TO SPACER BLOCK PARTIAL BRACING PLAN71 �1 SCALE: 2x4 SPACER BLOCK W/(2)1 Od NAILS TO JOIST 2x4 DIAGONAL BRACE ' JOIST 2x4 CONT STRUT \-CEIUNG PANEL SECTION g SCALE: 1 112"=V-0" N JOIST / L3x3x1/4x4" / (1)1/2"0x4"` TITAN HD TO WALL / (4)16d NAILS IN 3/16"0 HOLES `�/ \�Tdi BLOCKING 0 EVERY \--CEILING PANEL 2x4 DIAGONAL BRACE OTHER JOIST SPACE 2x4x2'-0" MIN SPACER W/(8)1 Od NAILS TO LEDGER 1 SECTION SCALE: 1 1/2"= l '-0-" 2x4 DIAGONAL BRACE STRUT SLPICE W,/(9) �~ 1Od NAILS EACH SIDE TO BLOCKING --4x10 LEDGER 2x4 CONT STRUT i 7-1 \-CE)lj'NG PANEL 1 SECTIor" D Jaz ,1 SCALL. A N JOIST -7-TJI OLOCKMG 0 EVERY CEILING PANEL OTHER JOIST SPACE PRERN011T SET MAH 3 0 2007 SECTION E M1� �cALE: 1 1/2"=l '—0" ^� NOT FOR CONSTRUCTION UNLESS APPROVED BY _ BUILDING OFFICIAL F THESE PLANS AND SPECIFICATIONS, AND THE ENGINCERING AND DESIGN WORK TO WHICH THEY PERTNN, ARI: INTtENDED �! SO-.ELY FOR THE PROJECT SPEuFIE0 HEREIN. BRADFORD CONRAD CROW ENGINCtRING CO. DISCWMS ,ALL LUBILIIY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTFNDANT IHERETU, ARE USED ON �:1 AMY PROJECT OR AT ANv LOCATION OTHER THAN THE PROJECT AND UXATION SPECIFIED HEREIN. - — THE PROFESSIONAL ENGINEERS �`t� r�n�f�l+f BRADFORD Westgate Baptist APPEARING ON THIS C h U rC 1 SCh O OI TENS DRAVANG IS THE PROPERTY OF BRADFORD CONRAD CROW r-NGINEERINIO CO. IT IS LENT AND IS TO BE RETURNEU _ DRAWING APPLIES ONLY TO THE CONRAD 12930 S.W. Scholl• For Road Tigard, 0 UPON a:=UUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE. PROPERTY OF BRADFORD CONRAO CROW _ CROW ENY Si � Logon 97223 WRFTTE.PE CO. AND SHALL NOT HE REUSED, ADFOPID C TO OTHERS, OR COPIED, IN WHO►-E OR IN PART, WTHOUT WORK AS SHOWN ON THIS �_. ENGINEERING E H I N G CO.C O IMRITTE N PEpVISS10N. rOPYRK;HT 2007 BY BRADFOPD CONRAD CRCW ENGINEERING 0. ALL RIGHTS RESERVED. OrtAW�NC FOR THE ORIGIMA.L ,� /� CIYTL • STRICT Tennant n n t Improve T/r� -y Lrr� URAL • ME(.�.ANICAL ENGINEERS Monts T"ESE DRAVrrvGS JO NOT SHOW THE PRESENCE, LOCATION, P()'J11Yk1, OR APPLICATlJN OF 5AFk1Y DE4:ICES UPON OR - ! -`-'- -- TITLE BLOCK DESIGNATION. ` SUSPENDED SLNRROUNOINC MACHINERY ANO/OR EQUIPMENT. IT .- (NE 801,E RESPONSISIUTY OF THE OWNER, MANUFACTURER R -�"' AIlY AI-TERATION OR REUSE OF O �:'y q�q QO S P E N D E D C E I L.I N G k3 P.,`\C;I N G DETAILS AiJOf Oil IHSTALIER TO PLACE PROPERLY 3 1 Q 01 oY2s SMI NIMI3U5 AVE. 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SOUND SOUND OFFICE/ cD I� �• 223 227 _ MUSIC 229 232 w X O C ONE_WAY WINDOW ��! �y�y r-� ' J' •!, :• ''.!1''I-1 i/ .:/ ONE WAY•WANDOW . !Y.'.�'. .i ° - ♦! • c) r Lrj 05 V. • • ,f J,'A .• ' r r•/ /•I ✓,� •'�•ii by ' OPEN TO GYMNATORIUM AND , : • j;I PLATFORM BELOW Set 2 PHASE 2 --- M' Tennant b ' ' Improvement `, . . . ;. •�� •,.• � •�.r �; X18• �• +.;: �..''`.;; •' �;-'F ,r f• N 0 S Cf) In �. N CLASSROOM s (� 219 c: o a +� Cn e. :. • % z v _ - ', 3 � DPLCON%e BALCONY CD rn Ai1010 b COW 1ROL b 4 (7) 14 i �♦ i —o" a--r' Q,) �,:•, !iB e'- CORRIDOR o� iwa 233 d'-o" C 14 b uo ELEV. i .00 OPEN TO FIRST LEVEL. YOUTH ROOM 201 i� YOUTH ROOM 221 ;A �r SHEET NORTH _UWW R= �-IQ11 A2 , 6 SCALE: 1/80 1'-0" DKA PROJECT * ; 1501 , t, Ailk Now Ail 771 a r ; , � •f +s tiaWla , � w„aw+yw,wtaNa L a � 4 i - -. r ` _ u y ,o ;rY r 4,SSFr ,. � '' ✓.,.- ., .. -:a-. :':r,. 1- �Y ). R f , ` t , r 5, 1 , , - r, .P� r�•ti ,. ' i i x f t i ,r l v.E -.. .. �''` t .crsL„• '•�'�1'ry!! d'. , it .'^'. ,.N fir 4:. n +�1?y � tr�1��p u4f G,� r ,.4• -�' ,� " sli ,.�& E Y4 �,. TMei�' •;� `.�r.+, �1rl�'�l"I.i� �`sV�tx 'AM, ,7'?',"a tP::.,, ? ,j! ; ,, e.lfltltGrG. •. ,, eri:�.aw��. , S I r DOOR SCHEDULE DOOR SCHEDULE z _ DOOR FRAME w DOOR FRAME NUMBER STYLE MAT'L FINISH iNlDTIl HEIGHT THICK MAT'L AMISH RATING HYVR NOTES NUMBER STYLE MAl"L FINISH WIDTH HEIGHT THICK MAT' FINISH _ n.ATING HWRj NOTES _ - -_ q 101 A WOOD S&V -0' 7'-0" 1 3/4" H.M PAINT 1020 8 WOOD 5!c'V •3'-U 7'-0" 1 3/4" HIM PAINT 102b 8 WOOD S&V 3'-0" 7'-0' 1 3/4" H.W PAINT - 155, a WOOD S&V 3'•-0' 7'-0' 1 3/4' H.M PAINT - PAN'C HARDWARE _` - � DON R. KIRKMAN � 103 B WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - - 15E 8 WOOD S&V 3'--O' 7'-O` 1 3/4" H.M PAINT - PANIC HAPDWARE ' 104 A^ WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - — 105a B WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - - AUBURN, MlASHINCION 105b r. B WOOD S&V 3'-0" .7'-0" 1 3/4" H.M PAINT - - _ - UPPER FLOOR ��A 1060 A WOOD S&V 3'-0' 7'-0" 1 3/4' H.M PAINT - - 201a 8 WOOD. S&V 3_8" 7'-0' 1 3/4' HA PAINT -' PANh HARDWARE -_ r 4e O O� 106b A WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - - - 2r)tb 8 WOOD S&V 3'-8' 7'-0' 1 3/4' H.M PAINT - PANIC HARDWARE • r • r -w _ �� • w 1 w _ 107 8 WOAD S&V 3 -0 7 -0 1 3/4 H.M PAINT 2UZa B WOOD S&V 3 -t? 7 -0 1 3/4" H.M PAINT 1080 F WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - 202b 8 WOOD S&V 3'-•0" 7'-0" 1 3/4" HIM PAINT 108b B WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - 203 A WOOD S&V 3'-0" 7'-0- 1 3,x'4" H.M F=AINT - 109 A wvDOD S&V 3'-0" 7'-0' 1 3/4" H.'A PAINT' - - 204 A WOOD S&V 3'--0" 7'-0" 1 3/4" HA PAINT - 110 A WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - 205 A WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - I11 A WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - 206 8 WOOD S&V 3'-0" 7'-0" 1 3/4" HA PXNT - -- -- 0 112 A WOOD S&V 3'-0" 7'-0" 1 3/4" HIM PAINT - - 207 8 WOOD S&V 3'-0" 7'-0" 1 3/4' H.M PAINT - - - - - - - - 208 A WOOD S&V —D" 7'-0" 1 3/4' H.M PAINT - - 114 B WOOD S&V 3'-0" 7'-0" 1 3/4" HA PAINT — � 209a A WOOD -S&V 3'-7" 7'-0' 1 3/4' H.M PAINT -- 115 A WOOD S&V 3'-0' 7'-0" 1 3/4" H.M PAINT - - 209b A WOOD S&V 3'-0" 7'-0" 1 3/4' H.M PAINT 1160 8 WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - 210 B WOOD S&V 3'-0" 7'-0" 1 3/4' H.M. _PAINT - 116b d WOOD S&V 3'-0' 7'-0' 1 3/4" H.M PAINT - 211a 8 WOOD S&V 3'-0 7'-0" 1 3/4' H.M PAINT - O O 116c - - -- 10'-0' 5'-0' - AUTOMATIC ROLE,-DOWN FIRE DOOR - 20 MIN. RATED 211b 8 WOOD S&V 3'-0' 7'-0" 1 3/4w H.M PAINT - � pp 117 A WOOD S&V 3'-O" 7'-0' 1 3/4' H.M PAINT - - 211c 8 WOOD SHV 3'-0" 7' -0" 1 3/4" H.M PAINT - - no C� - _-- � _ 118 A WOOD S&V 2'-4" 7'-0" 1 3/4 HIM PAINT - - 212a 8 WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT " H PAINT - PANIC HARDWARE 212b 8 WOOD S&V 3'-0"' 7'-0" 1 3 4w H.M PAINT - ��-�. � � Q 1-> 119 D WOOD S&V 3' PR. 7' 0' 1 3/4 M / L(x x �' Q�,�' 213 D WOOD S&V 3' PR. 7'-0" 1 :3/4' H.M PAINT - _ Y ~- t 0 C 121 D WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT - PANIC HARDWARE _ 214 A WOOD S&V 3'-0' 7'-0" 1 3/4" H.M PAINT - - - � � r 7 122 D WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT -�- - 215 8 WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - - - ,-- CL ¢ N 123 A WOOD S&V 3'-0' 7'-0" 1 3/4" H.M PAINT - - 216 A WOOD S&V 3'-0" 7'-0- 1 3/4w H.M PAINT - _ _- _- 124 A WOOD S&V 3'-0" 7'-0' 1 3/4" HA SAINT - -- 217 A WOOD S&V 3'-0' 7'-0" 1 3/4" H.M PAINT _ 125 B WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - 218 A WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - - 126 A WOOD S&v 3'-0" 7'-0' 1 3/4" H.M PA1NT - 219 8 WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - - -_ Set #2 127 A WOOD S&V 3'-0' 7'-0' 1 3/4" H.M PAINT - - 220 8 WOOD S&V 3'-0" 7'-0- 1 3/4" H.M PAINT -- - - - - - r - - - - 221a B WOOD S&V 3'-8" 7'-0" 1 3/4" H.M PAINT - - - -------� PWA5E 2 129 A WOOD S&V 3'-0" 7'-0" 1 5/4" H.M PAINT - 221b 8 WOOD S&V 3'-8" 7'-0" 1 3/4" HA PAINT _- 130 8 WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - 22.2a G WGC^ S&V 3'-8" 7'-0' 1 3/4" HA PAINT - PANIC HARDWARE _ �--_-- Tgpnani1 131 A WOOD S&V 3'-0" 7'-0" 1 3/4" HA PAINT - - 222b G WOOD S&V 3'-8" 7'-0" 1 3/4" HA PAINT - - PANIC HARDWARE _ �ljflFovu in(oin 132 A WOOD S&V 3'-0" 7'-0' 1 21/4" H.M PAINT - - - - 223 A WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - _- - 133 B WOOD S&V 3'-0" 7'-0" 1 3 4" H.M PAINT - 224 A W000 S&V 3'-0" 7'-0' 1 3/4" H.M PAINT -_ -- 134 B WOOD S&V 3'-0" 7'-0" 1 :5/4" HA PAINT 225 14 WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - -- -- - 1350 B WOOD S&V 3'-•0" 7'-0w 1 3/4" H.M PAINT - 226 A WOOD S&V 3'-0" 7'-0' 1 3/4" H.M PAINT - -- --_— -- _- _ 135b B WOOD S&V 3'-0" 7'-0w 1 3/4" H.M PAINT - - _- 227 A VJOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - - - 0 , l+l ! 135c A WOOD S&V 3'-0" 7'-0' 1 3/4" HIM PAINT - - 228 A WOOD S&V 3'-0" 7'-0" 1 3/4" HA _PAINT 1360 C WOOD S&V 3' PR. 7'-0' 1 3/4" H.M PAINT - - 229 A WOOD S&V 3'-!)" 7'-0w 1 3/4" H.M PAINT 136b C WOOD S&V 3' PR. 7'-0" 1 3/4" HA PAINT - - 230 A W'00D S&V 3'-0" 7'-0" 1 3/4" H.M PAINI _ - I 137 F WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT - 231 A WOOD S&V 3'-0' 7'-0' 1 3/4' H.M PAINT 138 A WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT - 232 A WOOD S&V 3'-0" 7'-0" 1 3/4" H.M PAINT b 139 A WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT - - _ _ _ _ - - - - - - - - -_ ----� , fg151 140 A WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT -- ! —� 141 A WOOD S&V 3' PR. 7'-0' 1 3/4" H.M � PAINT CR> 142 B WOOD S&V 3'-0" 7'-0- 1 3/4" H.M PAINT TEMPERED GLA55 IN H.M FRAME 143 G WOOD S&V 3'-0" 7'-0" 1 3/4" HIM PAINT - - 237 E WOOD S&V 3'-0" 7'-0- 1 3/4' H.M PAINT - PANIC HARDWARE — 1440 E WOOD S&V :SEE DIACRAM 1 3/4" H.M PAINT - PANIC HARDWARE _ 238 B WOOD S&V 3'-0" 7'-0" 1 3/4' H.M PAINT - PANIC HARDWARE � 144b D WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT - PANIC HARDWARE 144c D WOOD S&V 3' PR. 7'-0' 1 3/4" H.M PAINT - PANIC HARDWARE TMI°� °.,NEEt , , „ 45 min. R�4TEC� Cc 144d 6 WOOD S&V 3'-6 7'--0' 1 3/4" H.M PAINT - PANIC HARDWARE ABBR.�VIATIONS, � - 5-�3;. � WIRE GLA.55 co 144e B WOOD S&V 3'-8 7'-0" 1 3/4" H.M PAINT PANIC HARDWARE 51DELIGHT5 3-4„ - _ ! _ AC - ACOUSTICAL SUSPENDED CEILING- P - PANELING I-6' 3 O" . UP 4 I 144f B WOOD S&V X-8. 7'-0. 1 3/4w+ H.M PAhjT - PANIC HARDWARE AC1 -U2'x2 GLACIER i .GULAR RB - bU RUBBERARRY BASE17r y - - - - - �'! �. O I I _ 144g 8 W-01) S&V 3--8- 7'-0- 1 3/4 H.M PAINT - PANIC HARDWARE _ ACT - AC W/TEGULAR TILES UNRATED RR RESTROOM Cc t ti I — 144h C WUUD S&V 3' PR. -O'l 1 3/4" H.M PAINT - - ALUM - ANODIZED ALUMINUM S.C. - SOLID CORE r ; C" C BR/AN- 3RONZE AN0012 0 S & V-- STAIN he VARNI-_.A _ SC/WD- SOLID CORE WOOD , !� I ' 144 C W000 S&V 3' P12. 7'-0' 1 3 4" H.M PAINT , i / - - CQNC - CONCRETE u48 W/ SEALER { CPT _ CARPET TTP - TAPE, TEXTURE & PAINT ON CT CERAMIC TILE " ' I 1460 A WOOD S&V 3' PR. 7'-0" 1 3/4' H.M PAINT - - EL - ELECTRIC LOCK 5/8 TYPE X GWB N - -- --- 146b A WOOD S&V 3' PR. 7'-0' 1 3/4 N.la PAINT - - FF - FACTORY FINISH " TFP - TAPE FLOAT & PAINT ON r- 3 FT - FIRE TAPE ONLY ON 5/8 5/8 TYPE 'X' GWB a Q 147 C WOOD S&V 3' PR. 6'--8" 1 3/4" I•I.M PAINTTYPE- - TFPWR-- TAPE. FLOAT & PAINT ON 5/8" _ 'X' GWB WATER RESISTANT TYPE 'X' ,Wf3 1 aea A wooD S&V 3'-0" 5�-8' 1 3/4" H.M PAINT - - i--__ HIP _ TFWP - TAPE FLOA1, WALLPAPER H.C. - HOLLOW CORE "b ---�jr- 148b A WOOD S&V 3'-0" '6'-8' 1 3/4" H.M PAINT - - HWR - HARDWOOD VENEER PANELING UL RTG-UNDERWRITER'S LABORATORY W S&V 3'-0" 7'-0' 1 3 4" H.M PAINT - H.M - HOLLOW METAL - RATING / 1490 a 000 / VCT VINYL COMPOSITION TILE 3 --� - --- IN MTL - INSULATED METAL G G - VINYL SHEET GOODS 149b A WOOD S&V -0w 6'-8 1 3/4" _ VS H.M PAINT MFR - MANUFACTURER VWB S - WOOD BASE SOLID CURE, FLUSH I-WAY, TEMP'D. GLA55 IN H.M FRAME I-WAY, TEMP-0. GLA55 IN RM FRAME 150 A WOOD S&V 3'-0" W-8" 1 3/4" H.M PAINT - - MH - MAGNETIC HOLD OPEN WD - WOOD - - -" MIN - MINUTE 151 A WOOD S&V 3'-0" 6 -8- 1 3/4" H.M PAINT - - _ ML - MAGNETIC LOCK WPB - WALLPAPER BORDER r 152 A WOOD S&V 3' PR. 7'-0" 1 3/4" H.M PAINT - - 45 min RATED' ,�,'8•, WIRE GLA55 E'-4" VARIES VARIES 6'-4" _ 6'-4" 19,x, Y-0" ,- ._ ... / ,j��« 51DEf_IGHT5 - - ---- ' f MFG'5. 91 ANDARD �f WINDOW IN DOOR, I I i FIRE RATED WHEREty I h d) IN RATED DOOR5, W ep I I i TEMPERED GLA55 UA•IERE NOT RATED, > - "Y Ic A b = V F AL ALL t L WINDOW5 IN DOOR5 5HEE1 1! ,... IF LB 1 i"J LE J 1 1120 45 min. RATED WIRE GLA55 IN H.1-1 FRAME 1-WAY, TEMP'D. GLA55 IN H.M Fr`AME SOLID CORE, FLUSH SOLID CORE, F' ''SI-I SOLID GD!'E, FLUSH SOLID CORE, FLUSH 40LID CORE, FLUSH 50LID CORE, FLU51­1 " INTERIOR'. RE-LITE TYPES INTERIOR DOOR 5TYLEg _ ----- - -------------- — DKA FRO,JE i SCALE= Va°-1'-a" - - — ---- --- SC-ALE- I14°=1'-0" _ _ ��. _ ��. ..�.-- � �.. �—. - - - - Tw ..www�.r. NOW www - , n F. ill w t LF - i l' M ' i - r I ,. ,. ' .w..,rM..♦... ,u.a...v..,.wrN.s�rb �.�./'.MYIfYI.............. w.+.uu n,.u.r+ar. . - �'�� • Y.'Ml,W..N.."".'e"N++.Q"1'/t'wT+mL.:..,.......... ..nJ....,._...:.r♦W..i.a:r:+1�.�SY1.�YYYY7r'�1171.'�YM1]"6i :.: .. NY//fYi _ _ ... (V FINISH SCHEDULE FINISH SCHEDULE z RM. ROOM NAME fL00RS WALLS _ CEILINGS _ NOTES RM. ROOM NAME I FLOORS WALLS __�_ CEIUNGS NOTES w > i MAT. EWSE N E S W HGT. MItT. NO. NC. -BASE N E S W _ ,,,,.,,,•_,__� - COMMON ARM _ COMMON A " 1i 1 0 LOBBY CPT WO TFP TFP TFP TFP 22'-6" ACI' 2Q1 SR. HIGH YOUTH CPT RB TFP TFP -v 1FP TFP 9'-6" ACT 102 VESTIBULE CPT RB TFP TFP TFP TFP 9'-6" ACT 202 HOME ECON. CPT/VcT RB TFP - TFP - TFP TFP 9'-6" ACT r�lf 103 NURSERY CPT RB TFP TFP TFP .� TFP 9'-6" ACT �- 203 OFFICE CPT RB TFP P` TFP TFP 9'-6" ACT ~ �. _ TF_ DON R. KIRK,I�AN 104 TOP-ET VSG VSG TFP TFP IFP TFP 9'-6" ACT note 1) ;!D4 JANITOR VSG V3G TFPWR TFPWR 1FPWR TFPWR - USJ TFP note 1) a, _ 105 CRAWLERS CPT RB TFP TFP TFP TFP 9'-6" ACT 2L'� WOMEN VSG VSG TFP TFP TFP TFP 9'-6" ACT note 1) r: 106 TOILET' VSG VSG TFP TFP TFP TFF 9'-f" ACT note 1) 206 LIBRARY CPT RB TFP TFP TFP TFP 9'-6" ACT _`_� GnAUBURN, WASHINGTON ci TFP `?'-6" ACT _ _ 107 WALKERS CPT RB TFP TFP TFT' 207 SCIENCE LAO VCT RB TFP TFP TFP TFP 9'-6' ACT 108 LIBRARY CPT RB TFP _TF'P IFP TFP 9'-S" ACT 208 OFFICE CPT RB TFP TFP -- TFP TFP 9'-6" ACT 4e O O� 109 WORK CPT RB TFP TFP TFP TFP 9'-b" ACT 209 PREP. ROOM 1 VCT RB TFP TFP —^ TFP TFP 9'-6" ACT • 110 STORAQE VCT RB TFP TFP TFP TFP - USJ TFP 210 COMPUTERS CPT RB _ TFP TFP TFP _ TFP 9'-6_ ACT M_ �- 111 WOMEN VSG VSG TFP TFP TFP TFP 9'-6" ACT note 1) 211 MATH CLASSROOM CPT RB TFP TFP TFP TFP 9'-6" ACT 112 W. LOCKERS - VSG VSG TFPWR TF TFPWR TFPWR 9'-6" ACT note T; 212 CLASSROOM r CPT PEI TFP TFP TF_P TFP 9'-6" ACT _ _ _ - 113 001 W. SHOWERS CT CT L CT/TFPWR' CT/TFPWR CT/TFPWR CT/TFPWR - USJ TFP 213 BAND ROOM CPT RB TFP ! TFP _ TFP TFP 9'-•6" ACT � a c:a 1-14 CLASSROOM CPT RB TFP TFP TFP TFP 8'-6" ACT 214 BAND STORAGE VCT RB TFP TFP TFP TFP - 9'-6" ACT 115 TOILET VSG VSG TFP TFP TFP IFP 9'-6" ACT note 1) 215 CLASSROOM CPT 1 RB TFP TFP TFP TFP 9'-6" ACT 116a KITCHEN VSG VSG TFP TFP TFP Th, , 9'-6" ACT note 1) 216 MEN VSG VSG ,'FP TFP TFP TFP _ 9'-6" ACT note 1) _ 116b KITCHEN (ALCOVE) VSG VSG TFP TFP TFP TFF` 9'-S" ACT note 1) 217 STORAGE VCT RB TFP TFP TFP TFP - USJ TFP _�- 117 PANTRY VCT RB TFP TFP TFL' TFP _ - USJ TFP 218 MAINT. OFFICE VCT RB TFP TFP TFP TFP 9'-6' ACT 118 JANITOR VSG VSG TFPWR TFPWR TFPWR TFPWR - USJ TFP note 1) 219 CLASSROOM CPT RB TFP TFP TFP TFP 9'-6" ACT 119 CLASSROOM CPT RB TFP TFP TFP TFP 9'-5" ACT 220 STAFF PREP. CPT RB TFP TFP TFP TFP 9'-6" ACT . N 120 CLASSROOM CPT RB TFP TFP TFP TFP 9'-6" ACT - 221 JR. HIGH YOUTH CPT RB TFP TFP 1FP TFP 9'-6" ACT CT) CD 121 CL 4SGR00M CPT RB TFP TFP TFP TFP 9'-6" ACT 222 BALCONY CPT RB TFP - TFP TFP SEE SECTIONS and GYMNATORIUM CLG. PLAN 0� c)Q h 122 CLASSROOM CPT RB TFP TFP IFP TFP 9'-6" ACT 223 OFFICE/MUSIC^ CP'i RB TFP TFP TFP TFP 9'-6" ACT 123 STORAGE CPT RB TFP TFP TFP TFP - USJ TFP 224 OFFICE CPT RB TFP TFP TFP TFP 9'-6" ACT _ 0 00 Y 124 STORAGL VCT RB TFP TFP TFP TFP VARIES TFP 225 OFFICE CPT RB TFP TFP TFP TFP W-6" ACT LEXT x 3: t� 00 125 CLASSROOM CPT RB TFP TF-P TFP - TFP 9'-6" ACT 226 STORAGE VCT R8 TFP TFP TFP TFP -USJ TFP 1.0 � 126 MEN VSG VSG TFP Ti P TFP TFP 9'-b" ACT note 1) 227 SOUND EQUIP. VCT RB TFP TFP TFP TFP -USJ TFP — 0 Lr) �1 127 M. LOCKERS VSG VSG TFPWR TF?WR TFPWR TFPWR 9'-6" ACT note 1) 228 STORAGE VCT RB TFP TFP TFP TFP •-USJ TFP G :nV C 128 M. SHOWERS CT CT CT/TFPWR CT/TFPWR CT/TFPWR CT/TFPWR - USJ TFP — 229 SOUND EQUIP. VCT RB TFP TFP TFP TFP -USJ TFP _ (r�l a _ 129 JANITOR VSG VSG TFPWR TFPWR rFPVIR TFPWR - USJ TFP note 1) 230 OFFICE CPT RB TFP TFP TFP TFP 9'-6" ACT _— -- _- 130 CLASSROOM CPT -RB TFP TFP TFP TFP 9'-6" ACT 231 OFFICE CPT RB TFP TFP TFP TFP 9'-6" ACT 131 TOILET VSG VSG TFT' TFP TFP TFP 9'-6" ACT note 1) 232 OFFICE/MUSIC CPT RB TFP TFP TFP TFP 9'-6" ACT - _ _ Set #2 132 TOILET VSG. VSG TFP TFP— TFP TFP 9'-6" ACT note 1) 233 CORRIDOR CPT RB TFP TFP TFP TFP 9'-6" ACT 133 VESTIBULE CPT RB TFT' TFP TFP TFP 9'-6" ACT 234 CORRIDOR CPT RB TFP TFP TFP TFP 9'-6' ACT Yi PHASE 2 ` 134 SICK CPT RB _ TFP TFP TFP TFP 9'-6" ACT 235 CORRIDOR CPT RB TFP TFP TFP TFP 9'-6" ACT _ Tennant 135 FACULTY LOUNGE CPT RR TFP TFP TFP TFP 9'-6" ACT 236 CORRIDOR CPT RB TFP TFP TFP TFP 9'-6" ACT 136 MECHANICAL CONC - FT FT FT FT - US,) FT 237 STAIR CPT RB TFP TFP TFP TFP 9'-6" ACT 137 RECEPTION CPT RB TFP TFP TFP TFP T'-6" ACT 238 STAIR CPT RB TFP TFP TFP TFP 9'-6" ACT 138 FILE STORAGE VCT RB TFP TFP TFP TFP - USJ I TFP note 2) 139 PRINCIPAL CPT RSI TFP TFP TFP TFP 9'-6" ACT 140 CONFERENCE CPT RB TFP TF° TFP TFP 9'-6" ACT 141 OFFICE CPT RB TFP 'F P TFP TM 9'-6" ACT C 1'42 USHERS CPT RB TFP TFP TFP TFP 9'-6" ACT Q 143 BOOKSTORE CPT RB TFP TFP TFP - IFP 144 GYMNATORIUM G.CPT RB/WD TFP TFP/WD TFP TFP 22'-6" SEE SECTIONS and CYM. CLG. PLAN ' 145 PLATFORM G.CPT WD TFP TFP/WD TFP - - USJ TFP 146 TABLE & CHAIR STO. VCT RB TFP TFP TFP TFP - USJ TFP Face of perpendicular Noll or u{Imq break d 147 STAGE STORAGE VCT RH TFP TFP TFP TFP - USJ TFP - k1� C-1 Vertical Strut Connection devices to be Counterslope hangers LL M RJL- 148 BAPTISTRY VSG VSG TFPWR TFPWR TFPWR TFPWR 10'-U" ACT note 1) Building structure of 12' o/c E.W. approved type hv/ 100j it more then 1:6 out 149 PREP. ROOM CPT RB TFP TFP TFP TFP - USJ TFP copob::ity o1 plumb RBMIMMI members Lateral TFP TFP TFP - USJ TFP Additional hangers Secure all hnngers 150 ORGAN CPT of all membLateral ��to building structure, C) 151 TOILET VSG VSG TFP TFP TFP TFP - USJ TFP within 8• of bracing Trapeze ductwork and perimeter other large obstructions � 152 GYM. STORAGE VCT RB TFP TFP TFF` TFP - USJ TFP 153 CORRIDOR CPT RB TFP TFP IFP TFP 9'-6" ACT Stahoizer Dor Nair runners of wire o t 4 I �� beinen oil members at or #10 wir j12 Niro at /8' o/c }� O 154 CORRIC �R CPT RB TFP TFP TFP TFP 9'-6" ACT perimeter or j1O wire of 60' o/c e• AIR CPT Re IFP TFP TFP IFP 9'-6" ACT Max �' or �' - RC 155 ST _ (M 6' �1ax. 12'-0• o/c Each WAY �*" 156 STAIR CPT RB TFP TFP TFP TFT' 9'-6" ACT �-' LA" !racing at 12' a/c E.W. - Main (y �J rurr,-• to structure - Begin bracing •eilhin V of perimeter and 2' from cross member CC AMIREyIATION5, THIS SHEET i AC - At OUSTICAL SUSPENDED CEILING- P - PANELING note 1) PROVK INTEGRAL COPE BASE - LATERAL DRACING FOR SUSPEND D CEILINGS j UARATED QT - QUARRY TILL BASE FROM FLOOR MATERIAL, AC 1 - 2'x2' GLACIER TEGULAR RB - 6" RUBBER BASE BASE 5' A.F.F ACT - AC W/TEGULAR TILES- UNRATED RR - RESTROOM ALUM - ANODIZED ALUMINUM S.C. — SOLID CORE note 2) CWBA TOt4iNALuI", ANDO TUNE INSTALLATIONS FQR SUSPENDED ACOUSTICAL CEDING SYSTEMS F BR/AN- BRONZE ANODIZED S & V- STAIN & VARNISH OF JOISTS AM AT THIS ROOM, CONIC - CONCR-TE SLAB W/ SEALER SC/WD- SOLID CORE WOOD SEE ALSO SECTION 1/A4.2LDU CPT - CARPET TTP - TAPE, TEXTURE & PAINT ON ALL SUSPENDED CE. SYSTEM TEM BE SBE INSTALLED 2' x 4' - IN ANC OF CT - CERAMIC TILE ENCINEEREO DESIGN. SYSTEM SNGALL BE sNSTAllEO IN COMPLIANCE WITH e EL - ELECTRIC LOCK 5/8" TYPE 'X' GWB THE FOILOVING STANDARDS. FF - FACTORY FINISH TFP - TAPE, FLOAT & PAINT ON 5/8 TYPE X GWB A tENERAI XMSTALU110N REQUIREMENTS 5♦ WI1HtN 6' OF •f Hf_ WN.Is AND AT 12' a/c IN EACH DIRECTION, (4)-p12 FT - FIRE TAPE ONLY ON 5/8" TFPWR- TAPE, FLOAT & PAINT ON 5/$" 1. HANGERS TO BE UMMUM OF 012-GA.. SPACED A MAXIMUM OF 48' GA. NARES SHALL BE CONNECTED WITHIN 2' OF AN INTERSECTION OF A MAIN o/c E.W. OR 010 GA. SPACED A MAXIMUM OF 60' o/c E.W.. GALVANIZED RUNNER WITH A CROSS RUNNER AND SPLAYED 90 O(GREES FROM EACH OTHER AT TYPE X GWB WATER RESISTANT TYPE 'X' GWB SOFT ANNEALED MILO STEEL WIRE. AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING A G.CPT - GYMNASIUM CARPET2. ATTACHMENT DEVNIM ACES TO BE OF AN APPROVED TYPE CAPABLE OF STRUT FASTENED TO THE H RUNNER SHALT. BE E)TENDED TO AND FASTEN'D H.C. - HOLLOW CORE TFVI/P TAPE, FLOAT, WALLPAPER CARRYING 5 TIMES TRE CEILING LOAD. (50 lbs. TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. ' HP - HARDWOOD VENEER PANELING UL RTG-UNDERWRITER'S LABORATORY 3. t1ANGERS TO BE PLIMAB nR SPLAYED MIO NOT PRESS AGAINST PIPE THE STRUT SHALL BE ADEOUATL TO RESIST THE VERTICAL COMPONENT INDUCED HWR - HARDWARE OR DUCT INSTAL.tAT10N. ElY THE WIRES. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A r VCT - VINYL COMPOSITION TILE H.M - HOLLOW METAL 4. CARRYING CHANNELS AND MAIN RUNNERS ARE To BE LEVEL WITFMN MINIMUM Of s' FROM ALL FMORIZONTN PIPING OR DUCT WORK THAT I, Nor H. LEVCJ 1/8' IN'12 IN MTL - INSULATED METAL VSG - VINYL SHEET GOODS '. NG IS TO BE PERFORMED WITH T1IE RANGERS TAUT; PROVIDED WITH BR,ICING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WARES UCTURE IN S KINKS OR BENDS ARE NOT TO BE USED AS A WAY OF tr4EUNG. SWILL BE ATTACHED TO THE GRID ANO TO THE SIRUCH A MANNER WB — WOOD BASE 5. DEFLECMI SMALL BE LIMBED TO 1/360 OR 1/8' IN 4' SPMA; IF THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 2001 OR 711E MFR _ MANUFACTURER WD - WOOD SHALL CAUSES A DEFLECTION IN EXCESS OF 1/8', THE FIXTURC ACTUAL DESIGN LOAD. WHICHEVER IS GREATER, WITH A SAFM FACTOR OF 2 MH MAGNETIC HOLD OPEN SHALL BE INDEPENDENTLY SUPPORTED OR THE GRID SHALL BE SUPLEYENTALLY 6. MEMBERS PERPENONCUTAR TO THE WALL SHALL BE VIED TOGETHER (STABILIZED) 1� MIN - MINUTE WPB - WALLPAPER BORDER ML - MAGNETIC LOCK - USJ - UNDERSIDE of JOIST'S A83VE SUPPORTED N WITHIN TI OF EACH CORNER WITH 012 MARE. TO PPARALL THEIR SPREADING. THIS LLSHALLBE MINE IMMEDIATELY ADJACENT BE 6, A FIXTURE INSTALLATION SHALL HOT CAUSE LITE RUNNERS TO ROTATE MIO PARALLEL TO THE WAIL, THE WALL OR CLOSURE ANCIJ' SHALL NOT BE PI MORE THAll 7 DEGREES FROM VERTICAL. USED FOR THIS PURPODSE. N.140" TO FACILITATE INSTALLATION, RUNNERS MAY BE ATTACHED TO THE CLOSURE ANGIJE AT TWO ADJACENT WALLS WIT1f , 8. LATERAL BRACING RJEOUIREMENIS CLEARANCE BETWEEN THE WALLS AND THE RUNNER BEING MAINTAINED AT 1. HANGERS TO BE A MINIMUM OF 112 GA SPACED A MAXIMUM OF 48' o/c THE OTHER TWO MULLS. E.W. OR JIO GA SPACED A MAXIMUM OF 60" o/c E.W., GALVANIZED, 7. ALL LIGHT FIXTURES SIAL BE POSITIVELY AIIALHED TO THE SUSPENSION SOFT MILD STEEL WIRE. RANGERS TO BE ATMZHED TO THE SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% Of THF 1 , SUSPEM510N MEMBERS AND TO THE SUPPORT ABOVE WITH A LMNIMIM OF FIXTURE WEIGHT IN ANY DIRECTION. II 1FIftEE TURNS. HANG1'RS SHAH NOT ATTACH TO OR BEND ARQARN() OTHER B. ONLY INTERMEDIATE-DUTY iW0 HEAVY-DUTY SUSPENSION SYSTEMS SHALL BE F►IULIB WITHOUT tIEkNG CANTER SPLAYED. THE RXTURES MUST BE INDEPENDENTLY SUPPORTED AT EACH CORNER WITH a MATERIAL OR EQUIFWIT AND SHALL NOT BE MORE THAN 1 IN 6 OLTT OF USED f0 SUPPORT LIGHT FIXTURES♦ (IF A LIGHT-DUTY SYSTEM IS USED 2. ALL CONNECTIONS DEVICES SHIN! BE OF AN APPROVED TYPE CAPABLE OF 012 CA HANGER. teNERE HEAVY-WTr 5U"aPENSNOt+ SYSTEMS ARE USED, SUPPLEMENTAL WPPORTMNG 100 Lbs. AND SE:CURECD 10 THE 8UND111G STFNICT'JRE. SUP4d>IiT IS NOT REOtUIRED•) 3. A TRAPEZE OR EOUMALENT SHALL BE USED WHERIE 0099 CMM PRECLUDE 9. IN ADDITION TO THE ABOVE. FIXTURES OR OTHER EQUIPMENT M'ENGFNNG LESS 5NEFT I: DIRECT ATTACHMENT TO THE STR11CXTURE. TRAPEZE 511SPENSIONS THAN 56 lbs. SHR.L HAVE TWO 112 GA. WIRES FPOM THE HOUSING TO THE SHALL SIE MINIMUM OF BACK TIO BACK 1 1/4' COLD ROLLED DW"'El5 WHEN STitUCTJRE ABO/E THESE WIRES MAY BE SLACK. IiXT11RES OR OTHER EQUIPMENT )^ SPANS EXCEED 48', WEIGHING HI EXCESS OF 56 Lbs. SKALL FIE INDEPENDENTLY SUPPORTED WITH �t 4. All. RIA-WAS SINAL BE INOEPfTN(3-WMY SUPPORTED AT PERskin WMIN 112 A. WIRE AT EACH CORNER TO THE STRUCTURE ABOVE. PENUNn IIUNG FIXTURES 8' OF THE WNl OR CUM DISC O"nN'Jf y; THE WALL ANGII OR CLOSURE SPALL BE INDEPENDENTLY SUMRTEO WITTI A MINIMOV I(* ONF. j9 GA WIRE O STRIP HAIL NOT BE ALLOWED FOR 1HIS PURPOSE. A2o T in Schedule Above) ° Suspension Deeds for SuBper�ded C;eihr�g� CA-C. NOT 'TO eCALE � DKA PROJECT 0: H#rMbIR'MMre^..... w,.A`M �irwi�'. - ,_ ♦ r: �. r13IrlI1.Ei! 1- �' tilu. - eN•...,: r-i7o•,r'MrYMAN'4d'.{ ,,,,., N�+M{!lyE1nwN..'rrw+>' ''M ", , � Y t t I N 1 l� j —:1 N, „ : 1 , 1: I - - �h:♦f )1 R v,:C_f p,: ��� it It �:� r.;:. ,ly,,� ,��.. 4.. , t �� r I, r i • , ' 7 • l +f I _a } r 2 , .,w ._e -."• .,-a. .� .. _.�r`_ ... 1 "� ...;e:un.la.. r.'a...:.tra ..:. ...S...ia`I.�.—•a.s..�+.rr " 'uWr«.iA.i'bNY.� �' dW�IpY17r'7W{hWi•11�i1WyldE r.+>!r'YK��a r f an111i�1fi snr1 Y014r�1t'�L�INHa1riPYlk7iicalY1YYMLWrOAYfabt+'auMln .""'••..•"� iraw'i�:.-�=.•����YiMYMY�WriWilWtiYA{A4Y�. .. ... +•.w"u...a.u..:...�».:... .r z mc.5..r,71.,.,,>..,..+u.. SWI...., PROVIDE 4'-0" HIGH 'NEWAL PROVIDE HANDRAILS AT 60TA .UNC POST' TO MATCH SIZE Or SIDES OF STAIR a OPPOSITE FINISHED i. STRUCTURAL COLUMN (3) 11" TREADS (5) 11" TREADS r� - 2 _9 - 4—7 3—a STAIR SECTION GENERAL NOTES: yy d --T j' 1, SEE STRUCTURAL DRAWINGS FOR CONSTRUCPJN � '`'Y�� •` ---- - .----.-- -- REQUIREMENTS OF ALL STRUCTURAL ASSEMBLIES u' INCLUDING RAISED FLOOR ASSEMBLIES 4C +,� a' PROVIDE HANDRAILS AT i3o=It - SIDES OF STAIR 2) SElr TOP OF ALL HANDRAILS AND HANDRAIL , I bEXTENSIONS AT 36' ABOVE STAIR NOSINGS and N a 12 1 1° LANDINGS (34" to 38' allowed by code N 3) AT EACH STAIR. AT LEAST (1) HANDRAIL SHALL EXTEND AT LEAST 12m HORIZONTALLY BEYOND THE TOP and BOTTOM STAT►"' RISERS HANDRAIL ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. A HANDRAIL EXTENSION MAY FOLLOW THE ADJACENT WALL AROUND A CORNER AT EITHER THE BBLEACHER SEATING TOP OF BOTTOM OF A STAIR RUN ACK OF B! n adz Zz BEYOND Z ?z z z A Star Section 'A,' _ St& SeCUM 'B' SCALE: 1/r = 1'-0" aCA� U PROVIDE HANDRAILS AT %or" PROVIDE HANDRAILS AT t30r" SIDES OF STAIR SIDES OF STAIR r: Q 166 C `VO 00r— (7) 11" TREADS SUSPENDED CEILING (7) 11" TREADS • ' Co (M � - 6'-5' 'atejNZ BAPTISTERY UNIT. SEE = o' -5' Go � I r- ENLARGED PLAN. SHEET •' -- MOVABLE CHOIR RISER (5) 11 TREADS �'`� A4.4 < Q PLATFORMS - 4'-7' PROVIDE HANDRAILS AT �' p00 3;1 " SIDES OF STAIR m W w (5) 11 TREADSLn r� WHEELCHAIR LIFT BEYOND - 4`-7' O O N N C::) c d PROVIDE HANDRAILS AT GurM o is 0! SIDES OF STAIR i •�. � iia �. �. � til yet 2 4% to QD — —'——' — PHASE 2 I HEkIFff —-' Tennant Improvement I � o:c� zc� o: acs acs o:c� X(3 Z �z az Zz F<Z �z :Rz ;Rz Zz Z 2 Z Z z Z z 2 C Mair Section 'C' Stair Secum D' SCALE: 1/4" - 1'-0" SCALE: 1/4" = 1'-0' 0 ` C./') Y, U cN _� � O O SUSPENDED SUSPENDS CEILING CEILING SUSPENDED -) Q CEILING O zQz xz C9 z9 �9 IxZ zz 5'-3' N z (15) 12" TREADS - 15'-0" N Z 5•_G" o o m N z (10) 12' TREADS 10'-O' U)z Q ! N CD • — PROVIDE HANDRAILS AT i 6ro BOTH SIDES OF STAIR AND � �1 Ile lowih REQUIAT RED BY INSTALL CODEAS N i oll V) 5'-0" S a._ -S c _�._S N VI SUSPENDED iis PROVIDE HANDRAILa AT CEILING —•� - -� -S BOTH SIDES OF STAIR AND a - S .r AT LANDING, INSTALL ASIN f _ REQUIRED BY CODE -S ��--PROVIDE HANDRAILS AT a �r .�` BOTH SIDES OF STAIR AND 1 AT LANDING. INSTALL AS REQUIRED BYc"3 CODE r, (6) 12" TREADS (11) 12" TREADS11'-0" 48w-4' z � � � �z �z III Ila SHEET f.Stair Section E F F 8tNrE scALE: 1/4' - 1'-0' !Stair cALE: SCALE: 1/4" - 1'-0" A4 . DKA PROJECT 0 1'3O1 I .,.�.-,,..:..�.•....,.-.'.a-•.....,.._._..._..._.....,_. ,__._.__..._ -...L.a....,.-_.___..-.__..,,._. __ ____ .," ,awe,; n. r Y J . x „ ° y i' l I, w I � , E. UJ. I r t Y' r _. .. : SZ ,,•, .. e- w •l P. 'I �9 F / , µ }P !. .. r r r Y' .P , .-.._,..r.Se&Lw+n::-.,, ...:.,,- .,.. .o......- .. .. .r• :.:.. .-, w.r s .. �7.. .r r -L.rP-aP 4 N 213-4" 4'-0" 7'-1" 4'-0" 2i1'--4" "FY WIDTH OF OPENING - r, WITH BAPTISTERY OMIT WHEELCHAIR UFT, access Industria ` #S-36 or APPROVED EQUAL WITH ALL BAPTISTERY UNIT, ttbarglaes ,r specialties �2M--WB or \ ACCESSORIES AS REO D. FOR A COMPLETE A.D.A COMPLIANT APPROVED EQUAL '�' S INSTALLATION o a 11...........I..... U P148a B'�- Y m 148b m UP. UP. Z F XXX ---•---------- ---_--_-__- _••--------------------- ----^------.._._ -- U f- --------------- ----•-------------------- —--------------------------- ---------------- 170-4" .---------------------,._ --------------._17'-4" 4'-1'' -----------_- -_---------------------- ___-------------- -_-- ----------- • �- ` - PREPARATION r-------------- --------------------------- ---------•--------------- -------'------- ROOM I N PLATFORM STORAGE � 14l_--------. ------------- -------------- ---------------------- --------------- 'Q TABLE and CHAIR7 ------- STORAGE I I I t 1 OWNER FURNISHED I -IMOVABLE CHOIR RISER U PORTABLE CHOIR PLATFORM I I I PLATFORMS, FABRICATE AS (B) 15-4" SEATING 1145 I I I UNITS CARPETED TO MATCH E I I I I FIXED PLATFORM .� cM o II I GYMNATORIUM Cop �- I I MOVABLE DIVIDER, FABRICATE STORAGE M 14 I1^4 AS (3) PANELS TO MATCH 152 i -- --- ne. I i FIXED WOODWORK AT I � I IPLATFORM FRONT AND x rro e)--- I ISURROUND O o0 I m 3 � I I I I Ln =3 CSI I � I I I 1� C— Q . I I I I I I I I L----- ---- Set #2 L-- =-1 -----------� PH/,SE 2 7 , Tennant Improvement Enlarwwd Pian at Platform A SCALE: 1/4" - 1'-0" p p U C,n C ::3Li — k U p p it U) U ol p a' OPEN TO I N } ' I BAPTISTERY I t- - I BEYOND I — tr-- COORDINATE OPFIIMG SIZE I WITH BAPTISTRY UNIT HARDWOOD VENEER PANELING ( I AND TRIM AT PROSCENIUM I I SURROUND, VERIFY F ATTERN I DETAILING W/ARCHITECT HARD VENEER - OPTIONAL VIEW 9ANEL (PART WAINSCO and TRIM OF BAPTISTRY UYM - _ IMF -.JE: I s L 18'-0" MADE RETRACTABLE PLATFORM EXTENSION HARDWK)00 VENEER PANELING EN CENTERED ON FACE OF FIXED PLATFORM AND TRIM AT FRONT OF SEE DETAILS SHEET A6.1 PLATFORM. VERIFY PATTERN & DETAILING W/ ARCHITECT SHEET f ; A In#e_rior Elevat�an at Platform _ SCALE: 1/4w 1'-0" A4 . 4 DKA PROJECT 1501 t }�.• a _.•..P .�....-._._..__...�._____.__...._. _•.._— _,_. �-..-�,:...P.�--..,.,,.�r.,,,, ,r..r....,....,..�,,.-._ _ __.._,__... - '�Rillfe4w+� '+�'�a�"'�k 7 x.,, �cFFFif?,r m...jZ �f ,.,td M+} 'fri, ' ., .. d`• Jill 1,11111,11,11 Ti Word , .,.•.,.._ • ,• it :;�ti�a �..-afo�a.aaMwr.:?.x:�Pa : .. rs•u _��axa�ln ., ,r r, - I .a!Aotil *rr' 'ar i .,. k; ` ... . :.... .... ._.., ...,r. - .., _ r.. .,.. .,. .._. ...... ..-. -. ..••_. .. •.. - r- ... .. - .. - - til d r.. F. v. : •a� i; .f'I:, ,P _. .. ,: .. .,. .. .. .. .. .. ,YY.astY�-rrriiYlY�Yr4irlY�iw .......,...., - _=- -..:r., �"="'•i►EdfyrhYiGbo1?yYlitlYtlWK1EYiVpYYOiI'JIii�IIWi:SiitJ.r... ��=�. , .:.... ---s_d..��. _- _ - U) _ O I I • Arc DON R KIRKMAN y . cr AUBURN, WA;NINGION k �,IVV-! u• - 0 i� t,. M uV 24" HIGH MOVABLE CHOIR RAIL WITH CJ TAB FROM PLATFORM EDGE BELOW PARALLEL ALIGNMENT .:ABI_= IN FIXED PLATFORM, HARDWOOD PANEL FINISH TO MATCH CLAMPED TO CABLE (2 LOCATIONS) FIGURE 'e' PATTERN A5 SHOWN, GYMNASIUM CARPET on PLYWOOD FRONT OF PLATFORM, USE 12" LONG x O SHOWN WITH PLATFORM IN PROVIDE TURNBUCKLE FOR I 1/2"dia DOWEL RODS FIXED TO o�� DECKING PER STRUGT'L. on 2x4 SOLID p� �� RETRACTED POSITION, PROVIDE FOR ADJUSTMENT LOCATED TO ALLOW WOOD DECKING PER STRUCT'L. BOTTOM OF RAIL AND MATCHING CID r-- y 5F_RVICE ACCE55 TO ADJUST FOR6ERVICE ACCE55 --- , 50CKETS IN PLATFORM TO SECURE MOVABLE PLATFORM: \� x 3: _ GYMNASIUM CARPET on 1/8" PLY. PULLEY FOR CABLE ALIGNMENT (� pn DECKING on 2x8 AT IWoc —�� \ SYSTEM ATTACHED TO UNDERSIDE OF DECKING (4 PULLEY WHEELS) HARDWt.,DD TRIM ZD /� Set and NOSING ON _ _ #2 t t MOVABLE FIXED arrd �► - — -- - --------='t - --=, 1 x PLATFORM EDGES HARDWOOD VENEER PLYWOOD i I HARDWOOD TRIM rr - PULLEY WHEEL (4 LOCATiON5) ATTACHED TO ------------ � Cn UNDERSIDE OF PLATFORM FRAM(NG ABOVE, _ —_.-- _—_—._-.___.----.___.----_-._-- .__-- _. -- " -. ...... SEE OTHER DETAILS TH15 SHEET FOR !..AYOUT DIMEN51ONS and COORDINATION PLAN DIMEN510N — _ — `�\ -- -`--�---- ---- M_�- ---- __ _ _ __-.- -. -..---•__--. _ . U �) CM -- WHEEL STOP FOR BOTH RECE55ED and EXTENDED . LOCATIONS, ADJUST FOR T-O" OF PLATFORM 'TRAVEL > NORTH 3 C> 0 Plan at cause akinment system for retractable platform extensinn � _ Section at Side of retractable ratforrn extension f � SCALE= 1/2" = 1'-0" 7 SCALE: I - I'-C' ) (E) cc �. PROVIDE DROP-IN CARPETED PLYWOOD NOTE., cc FILLER PANELS TO FILL GAP IN PROVIDE LAT04E5 AT EACH - PLATFORM eDUE TO CENTER. SUPPORT FRONT CORNER TO LOCK M C�> ��. WALL) WHEN EXTENDED, PROVIDE FOR PLATFORM IN 130TH C � THEIR STrm AGE ON THE 51DE3 OF THE EXTENDED and RETRACTED j ,'LATRAVI IN PREPARATION FOR POSITIONS RETRACTION OF STAGE EXTENSION LEAVE GAP IN TOP PLATE FOR CROSSING OF FIGURE '8' � CABLE — IFRONT OF RETRACTABLE I I � 1 PLATFORM 15 CONTINUOUS `lam CONNECTING BOTH SIDES —I --- 4" de. WI IrtL 43 TOTAL) and AXLE RATED TO SUPPORT 1,200 be. EACH, TREADS TO75Z 1!7.1 I I - / BE 7 WIDE 7_B" L000 STEEL ANGLE TO GUIDE I __ _ --- --- -• __- _ _�_.__ y WHEELS CENTERED ON PAIR Of- WHEELS L _ _ ---- ----^ • WHEN MOVABLE PLATFORM 15 IN CLOSED ` �- i POSITION (4 GUIDES TOTAL) 1'-5 5/8"' N.T.S 3 1/4", \�� � 2x4 AT 8"oc AT BOTH 3 �e 1DES OF RETRACTABLE 5HEFT A: ---- _-. ._.,�.._- -------------..----------_ -- _- EXTEND G T'M. CARPET FLOORING UNDER •--•-_�-�'- PLATFORM anc3 AT CENTER WALL (A5 DRAWN), WHEELS IN /.ALCOVE (4 L<:CATI0N3) SEE AL30 STRUCTURAL, +---�---� SEE 31RUCTURAL FOR TYPICAL. i �- SEC 5TRUCTURAL FOR TYPICAL - CE 4TERLINE OF GYMNATORIUM PLATFORM FRAMING BEYOND A601 - PLATFORM FRAMING BEYOND RETRACTABLE PLATr<)RM EXTEN510N-- RETRACTABLE PLA1F•ORM EXTENSION Slaaion at retractaule extension - _ C Section at center cif retractele pl8tfarm etension __ _ "' DKA PROJECT Mf WIN ___._,. _....._..._ _..__. .___ ....__ -. .._... _. EMWAVIO 1501 V ,+wwrmwwlwwrwMwr,rMM�N aRol - *- ^,.. _ ,.,,e . ..w •,, ^vu.•,x„�,.+irwMiMwMMn►l,rs°1MPh+ : i. 'I • , _ _ r r ,. r i t + I i r' r A Yt �4 >Yy u tlu+ T t J. ' t r r J r r I r, TIT Or {' ; r - - CONSI, 4INT EL. 113'-4' r 1 11 7/8" SJ-250 O 16" O.C. 7/8" PLYWOOD 4x12 LEDGER 4 r ' 11 7/8" - RIM BOARD • '_ x k 11 is BOAR 88 OCKING -� IUT3512 SIMPSON HANGER -- 6x6 POST ON 2'-0x2'-6x12" FOOTING RELOCATE FRAMED WALL-\ RELOCATE IN SIMPSON P866 POST BASE 5/8"Ox8 TITAN HD c FRAMED WALL1(3)#4 EA WAY O BOTT FTG ANCHORS O 1S" O.C. 2x6 STUDS O 16"'+.C. — - STAGGER 4" Ir'' • I I• II II I I • I r I 1) ( II II I II j I I I L__ j 1 LVL1 HEADER 1 7/8" 11 ^ II 1 11 II II r J7 .. II SECTION :_ { II 11TYP 11 7/8 LVL ., 1 1 I I I I ~ SCALE: 1"=1'-0" 11 I I I 1 ~ 7/8" PLYWOOD 11 H ii H 11 11 II I 11 7/8" SJ-250 O ii EXISTING 16" O.C. I ii ,, R 7 PROSCENIUM FRAMING SEE EXISTING DWGS PROSCENIUM FRAMING SEE DWG 2.3 FOR PLATFORM FRAMING SEE DWG 2.3 EXCEPT AS NOTED DBL 2x6 P 1 L. I C LI' I 2x6 STUD r� { 16"O.C. r; 4 y��r R'. S'ECTION ' SCALE: 1"M V-0" ^' 1 It _j 1 1 1 --- —L--------------------------------------———————————————————————————————————————————————————————————————————————————————1— --- 8 J ® ED 8d O 6" O.C. I i 16d O 16"O.C. TO BUCKING 7 d.:NAP 2x6 BLOCKING C,����'r,!��� ri ,�a f 7 k" ,{.•�,''hr'h T"'� r ���- `r�'{{y "y,o � r �t,r I 1�J�'° ,. �� ' �i,'3 r 11 �S� aHi rinl{ t��v'Ne�cSJl r• m: RIM BOARD W/(3) + : �� P,�.v 16d EACH STUD 2x4 �! 16" O.C. CRIPPLE 1/2"0 'WEDGE ANCHOR EXISTING STUD WALL ANCHORS O 48"O.C. ' a r---- -- -�-- PERMIT SES` r SECTION APA 3 0 M REMISED PRINTp� M � MM FIRST FLOOR PLAN DESTROY PREVIOUS COPY SCALE. '1 �"o �V� ��P CDNSTRU01'� � UNLESS APPROVED B _~ DATE._.._._,.—_. n1 11�_�._� BUILDING OFPICIAI. t PIANS Me lPfCmUm AND TIE mm" me mm wm TO W"" TNEY P£RTAON. ARE WrENOEO THE P110fF�lONN. vraNme'E ef� 9Baptist r � THE PROJECT o N9498L INN= CC~ CWN 010061RING Co. DW AIN ALL LVALITY r THE annO IMO ON nils 1�'� f f BRADFORD D FO R C West C1 t o Church/School RJWd AND !PlCMTIO M OR THE DE'IKW AMU AND 04TRUCT04 AlTDOW TNEIIETO, ARE UNM ON PRaI��cT OR AT ANY LOCATION tTT1NUt THAN THE PRalEC1' AND LOCATION sPECIFIED HEREIN. ---� ORNwIJE1i II16 APPONLY TO TIO CROW ENGINEERING C 0.C O N�A� t 293(1 SW SehOIIa Ferry Road Tl�aro, nrpon !7223 CR A A DECo.D CAN C OF w THE awe , STRUMVIRAL a Tonnant Improvements �1 WORK A.S SMOWN ON THIS L� Aki REQ". wllNo INE P+loPEl1TY INIMOFWIDOW" CANrD0140" rt Is I�xT AND s TO � aEnxtt+® orwMnNo 1%R THE oRIGrNw AaREQ". THE DEMO =400001 IIERE011 AK PNIOPEII'TY OF DlMDE'OIlD co~NRAO Ol11 / �CO. AL D C CO 1007 IN CO. r AND SHALL NOR NO IEUM D1 MMO TO oft=. OR CDPED. 1A mz OR IN PART w1 Mff AAl _ FRAMING MODIFICATIONS PE/ IlOIOq. COPMRIOIR � OMOPOIO MMIAD NIONr IONKtRNrG 1. RlOM1S NERVED. TITLE ALAGK DESKN{NAT'ION. ,_ . ,... DIMwNm 00 NOT SM THE 1011113m E. LOOIITION. POdT1011, OR APP1JOATIDN of vnw omm UPON OR "- ANY ALT1t r" OR REUSE OV � t m ow mum NIR. *At 110. SE400" N. 1-71-11 REVISED WIDTH 6�1PTISTRY STAIRS O Of T A WrTHIS DR001 v WrrHauT q� PN (80 213-2013 Ru; (90) 213-1e wwa.l��dolel d I CINNl11lIr ND/OR MW". R 4 1'!E 'OIIE II�OIAN11LfTY TW — �r' /OR IIOfA m TO ft" PROfty ALL Brim Do101E UPON OR S�RcnINDII10 IMI "m AmloR Ei u wElrt A 4-IFS REVISL SAPTISTRII PER CLIENT REQUEST wmnm CONSENT or - on NC►. . r "BMW THE oP1111mm UPON THE APPlId"x ,_� PLAIT: 04/14/1007 / w nll� rRV. DATE OESCMPTION BY REV. DA E D Rlpr ENGINEER PROMIeTi'ED. M� T 1lrWL. i OI37I aoodl 10ro�rq It ItAL..1 �-2d�07 S � n. ;5y fF it +�ti•,r ;' S:4';� v ..:. ..., IL a_r. - fP ... .w .. , 4 ' • r i a" KKK , h 7. ,.. (} ..W ..- r • .r, .�. ::,F. ,.. i.. ?Gi. ., ..ar�ffiii.9'i3N4. rW..r �r rt -:.ry 3 'il �r li )5 r A ,.5....b �� ,,,,� ...',fi'Sa Yt i �� ..n :1' .'�.�'�{ r� '7 y�,' ��M' rNi1�4�u-Ault�i�"a�ai1W.�Ci'a .� I�IYi.Lf�e) i .�.�EPr,LSiRtt IL4 i^:1,'�Q,�SYl+lw..a.w-Vil{�OGr.1ri,JMii hyi..n4rGtrY �Viirld a ,ti J, .,. tT T - r 4 1 , X '1 _ �ut�'r.,•d.y.ra.eCdi+lt iWn�.��.0 ,... _. . ..... .. - , .. ...., .... ..._..w..r.w..,y ......�._._., a .._-. .. .. ... ....-..,... -..Ata",..._. ..,. .:—r _ '.o�,...d ' r� .urwr.WM•.vrw+...+w,w.a�w+wW:wW...._.�—,wwir..,w..+v.vr•e.rw.c.. •w..r«.wry+,......�v,.ar...r...r.iirY� �3..s..���.�,-'..r`:��w,.,.,....�.._wsVee° --.�.. y . :.. .tee....._..� .. , SIMPSON A35 d.: glMPSON DTC TYP O EACH JOIST 2x4 DIAGONAL BR O END EACH WAL E -- - - --- - -- 2x4 BRACE O 6'-0" 0.C. DBL 2x6 PLATE Rt i I SUSPENDED CEILING oo SEE ARCHTECTS DWGS SIMPSON A35 TOP & BOTTOM (3)'1 3/4"x11 i/ LVL HEADER NAIL TOGETHER W11 6d 2"O.C. STAGGERED Y Y Y FOR FINISH DETAILS SEE Y ARCHTECTS DWGS L^ Y Y DBL 2x4 BLOCKING IN (3) STUD SPACES W/SIMPSON LST149 6r SIMPSON A35 TOP & BOTTOM �II 4 2x6 SILL (FUL J LENGTH NO SPLICES) — 2x6 O 24" O.C. SEE ARCHITECTURAL DWGS SIMPSON A35 a TRIMMER - 2x6 SILL PLATE f err ----______------------ ------------------------- ------------t--------r— --------------------- — ----- - —-- — -------- ———— y Y SECTION C �' SCALE: 3/4"w l'-U" i 2x4 BLOCKING I (3) STUD SPACE i i SIMPSON LSTi49 (4)2x6 i FILL ALL NAIL S BL STUD 9L TRIMMER SIMPSON A35 2x6 SILL REVISED PRINT SECTION D APR 3 r, Ml j CE51h0Y coNAPR 3 0 ?007 SCALE: 3,�4"a l'—O" ~ NOT FOR CONSTRUCTI SECOND FLOOR PLAN- DATE_. _` — __— _- UNLESS APPROVED BUILDING OFFICIAL PLAMS AND SPECWA7W*S. AND INE DX*CFRM AND DESIGN WORK TO WHICH THEY KWANH. ARE "YEN= THE PROnMSIOWl ENOMM's /'� g,��11 PR 9f f�, R RA D F O R D Westgate Baptist C;h u rC,h/S G h o o I Y fCIR THE PROdEECT S6 +Rt 7 OR BRAQI. AL CO~&W CRO1If ENGINEERING CO. 0131Ct1�IS ALL LM►"+1R' IF �~ SEAL APPEARING ON THIS /�9• �: ' _ ��/� �ONRAD IZ9SO S.W. $�»FIQIO! F0�' pOAIS TI94fYI� ��Ofl £i223 a9 ANS AND 9PE�CIFTCATIO�VS, Wt THE OESx d, ADVICE AND Ni!o�TRilCIiDNs ATTENMNT 11HERER ARE UaED �w S AML A EARL ONLY TO THE � •>u ���..�..•..�.223 t' L- OR AT ANY LOCATION OTHER THAN Two PROJECT AND LOCATION SPECIFIED HEREKd. r. `•• >l os u CROW E N hs!N E L R I N�'t CO.C O IS TIE PROPORY OF BR VORD COW*t CROW ENONEERW CO. fT IS LEE AND 6 TO BE RETURNE�p WORK AS SHOWN ON THIS REQUFST. THE DESIGNS .AND IDEAS SHOWN (HEREON ARI THE PROPERTY OF BRADFORD CONRAD CROW � � CMI. a STRUCIMI, * MIEVA TICAL 11MMEESS p CO. AND %(ALL NOT SE REUSED. DI'SCLKA-ED TO 011 M. OR COMM. IN WHOLE OR IN PAIIT. WRHOL'* -- _ DRAWING E01t THE GAIGINAL Tennant n a n t I m rave Y1'ii e n is PEftMSSON. COPYWW 2007 Bir SRAM RD c�mno CROW EHaNEERNc CO. ALL RKWS �D• TITLE fnOCK OESIGNATION. � SECOND FLOOR FRAMING MODIFICATIONS , a .-OF ! OR AP WCAT P T • DO N ORAANY ALTA MUM OR REUSE OF V �:y I �4 Q` "U 3W WMIS A ff- SM 110, K^dR=. OH 97005-7367 .' vrINc)S OT 7H0W IE IIESEfRZ. ION, POdT10N. f�T10NSVMMWUPON OR {y NOINO I�YICMNNE1Ftt AND/OR EOU�IAEIfT. IT Is THE SOLE R�PON•�11T1f Or THE OWNER, MIAN4lF11C1URER _ �' .Q, 116167 - NISfALLER 10 PIIIiCE PRCOERLr ALL •e.'t1Y OEVICE>I UPON K1R —� THIS DRAWING wf1TH7UT �r R► PH ('303) 31,4•-3013 frA1f (Sf?3) 213-60'iB �.PJfxENQN�lElE11NHfI.00M '�J 0 SURROUNDI110 RACIOM AND/OR EOu1P M A 4":M-9 REVISED FRAMING SECTION C, ADDED SECTION D � WRIMN CONSENT OF PLOT: 04/05/2007 3" PM � DMwN C"011211(10 DATE No. THE OPOMTM ur.7N THE A►�P"1wd. - -- REV. DATE DESCRIPTION By REV. DATE DESCRIPTI A Fn ENa31N1EER IS PROHISiTED. �fI1�Hi1,N1ATTI: SAVE: T:1,01311\30oa\302(i-21.aNq 04 JO 07 l"Mift" Isll M LJ 2-23-04 S 2. . l a.. bw AL N 1 1 . ,�• I , iFM1 t t M1 kYd' ., X'`rn]};4.' �'J,". �''r� h ,: ���1 Y . r f`•{'. : 1 ,-, �} a.{Y,j. a� f� • f�� � i ys�� t ,fit�,arhtf r{5 �t i 1 ... a .➢...1. , , • I , - N; ;, 4 car Kith s 4 , R� x i r + L :,..4YWWiiY11.A,�. ,_r:i,. :.::-.- .ice. _..,.-:.�..u....._.:..�LIi1'IbtlFY11t<1�WYIt,iW1Y�111r'�. .. ... Yvr,u,Y .-, .. _.�_ ai±ti�l'AIW •_tor +.t �� � � .:v a-re: .. „,,... -a—y,� :..°"':.. •A.4`w-"'' wt�, +"Y114�s�:4 1 4• B) e _T_ T T T J I I L I DBL 2x6 PLATE 16'l ��� • x-3/4" PLYWOOD 6 STUDS 0 16' / SHEATH114G I 2x6 STUDS 0 24"O.C.- 11 7/8" SJ-250 0 24l LJ I ' C SIM 2. \ - ._•j 11 7/8- LVL 1 " -- � DBL 2x6 PLATE EXISTING FLOOR 2)11 7/8 LVL HEADER TYP (4)2x 12 STRINGER EXISTING FLOOR 5 1/8X16 1/2" GL BEAM-1-01 W/2X6 STIFFENER TYP SIMPSON HU24-2F HANGER TYP _ ],,NEW (3)1 3/4"x11 7/8" LVL NEW (3)1 3/4"x11 7/8" LVL HEADER----'_- I, �11 7/8SJ-250 16"C`,C. RELOCATED WALL �5 1/8x9 GL BEAM W/ I RELOCATED WALL-, x(2)14" LVL HEADER C � ..ENTER POST ON 5 y' "11, __ 1 ___ (5)12" STRINI;ERS 2' -6"x2'-6"x12" FTG T - -` W/2x6 STIFFENER 2x6 LEDGER EXISTING WAIL W/112" .n I __f TYPICAL NOTE: 2x4 STUDS 0 24"O.C. PLYWOOD OR OSB ONE Ru 11" SEE ARCH DWGS FOR FACE ll TREAD/RISER DE-TAILS & DBL 24 SILL- 1 1/8" PLYWOOD " "O,C, 0 HANDRAIL TYPICAL 1/2 PLYWOOD 08' OSB 11 7/b" SJ-250 0 12 - - 2x6 STUDS 0 24"O.C.- \ FIRE BLOCKING 11 7/8" RIM BOARD 1 1/8' PLYWOOD TREADS 4x12 LEDGER SIM TYPICAL r I 11 7� 8 RIM BOARD� -1/2" PLYWOOD RISER 2 c 1/2" PLYWOOD OR OSB DBL 2x4 STUD D ENDS ,> : OF WALL W/2x4 STUDS ; 2X4 STUDS 0 16"o.c, ® !6"O.C. 11 7/8" RIM BOARD 2X4 STUDS ® 16"o.c. w 11 7/8" RIM BOARD \\-1/2' PLYWOOD OR OSB 2X4 STUDS 0 16"O.c. W/1/2" PLYWOOD NAILED W/8d NAILS 0 4" O.C. ALL EDGES Its` (1) SIDE TYP i SECTION q SECTION g SCALE: 1/4"- 1 '-0" S2• SCALE: 1/4l 1 '--0" S2, r . 100 -0" 6'-4" _,d" 9'-7" Y-5" 3'-5" 16'-7" (2)40 HOLES GL BEAM GL BEAM GL EiFAM GL B :AM-,. - -- - - - -` � T -4 - - - - - -� - - - - - - - - 1I 8d 0 6"O.C. I I I I 15 HOLEI1 I1I! I1 I1 1I15 l HOLE \, $d a 6l C. i Z - 1I I I I I I I I I I I I I { I I ! I I ! HAD ! I I I I I GL BEAM 2x6 BLOCKING 16d t, 8"O.C. AND SILL I I I I I I I ! I I I I I (2)#5 011 7/8 RIM BOARD HEAD i (2)16d EACH STUD - - - - - - r \—_-- - - - -t- - - - - -I- t- � -I- -� \ ; I I I ! I I - - - - AND SILL �l 1 8d 0 6"O.C, - - -- — — — -- - - - - - - - - - - - - - -II—I�- 4 --�1-- 4 —1 -- - - = — - - - - -_� - - - - - - - — 11 II 11 11 II 1) 11 - -il k - — II II II II 11 II !I �j --- -�-- --- - --___- - - -� -- - --- - I 11, J 1 (2)p5 ® I { I I I I I ' / I I I I I —I — 1 (2)#5 0 JAMB I I I I I I I \ I I I I I I I I I I I I I JAMB I \ I I I I I I I I 11 7/8 RIM BOARD (2)16d EACH STUD I I I I I I I fi - - - - - - - - - -- -_ — - - - i - - - - I —i— L J — 1 _ LI _J L -- - - - I - - - - - - - -- -1 - - - - - - - - 1 TYPICAL I I I I I #aots VERT I � I I I I I I I I #50 HORz I I T_ _ _ � DETAIL 1 SCALE: 1 1/2''- 1 I-0" ^' I r r- - - - - - - A_ PERMIT SET - -- _ - DESTROY PREVIOUS COPY -------____-.__ WALL ELEVATION 0 GRID LINE 3 - -- -- _ _ APR_3 0 2D(31 NOT FOR CON TF3l1CTI0N DATE:----- SCALE: 1/4"= V-101" -- .�"�.- UNLESS APPROVED B BUILDING OFFICIAL PLANS AND SPECIFICATIONS AND THE ETr;INEERING AND DESIGN W'_IRK TO WHICH THEY PERTAIN ARE INTENDED �� f I!��' Westgate FUR THE PROJECT SPECIFIb HEREIN. 6 VADFORO CONRAD CP-CW ENGINEERING CO. DISCLAIMS ALL LIABIUTY IF THE PROFESSIONAL_ ENGINEERS � �'j►cr BRADFORD B a p t I St Church/School PLANS AND SPECIFICATIONS OR THE 005IGNS ADVICE AND INSTRUCTIONS ATTENDANT THERETO. ARE USED ON - TEAL APPEARING ON THIS �y P JECT OR AT ANY LOCATION OTHER THAN TNt! PROJECT AND LOCATION SPECIFIED HEREIN. - —_ CONRAD 12930 S.W. Sahoils Ferry Road Tigard, Oregon 97223 AWING IS THE PRGPERrY OF BRADFORD CUNRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED _ DRAWING APPLIES ONLY TO THE CROW ENGINEERING O. ' R !NG CO THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY Of BRADFORD CONRAD CROW WORK AS SHOWN ON THIS � Tennant n cl n t I n•1 rQV 9 P?'18 n t s ?RIG CO. AND SLOP iG BE REUSED, D13CLOSEO TO OTHERS OR COPIED IN WHOLE OR IN PART WITHOUT _ _ Z.�.I� CIVIL. 9 STRUCTURAL + MECHANICAL ENGINEERS P AL PERMISSION. CJPYRRGNT 2007 91• BRADFORD CONRAD CRf3W ENGINEEdING CO. ALL RIGHTS F)FSERVFD. r � ._-- DRAWING FOR THE ORIGINAL DkAwlNCS DO NOT SNOW THE PRESENCE, LOCATION POSITION OR APPLICATION OF SAF1:1Y DEVICES UPON OR �- TITLE BLOCK DESIGNATION. t� /0REGI>N FRAMING MODIFICATIONS NDIr1G MACHINERY AND TOR EQUIPMENT. IT IS TIDE SOLE RESPONSIBILITY OF THE OWNER I�IMIUFACTURER ANY ALT"r"_FUTION OR REUSE OF V '�' � 9°2°5 5W NIMBUS AVE. Sill 1 4�' -7 7 INSTALLER TO PLACE PkOPERLY All SAFETY DEVICES UPON OR SURROUNDING MACHINERY W OF EQUIPMENT - -- - TRUCT THE OPERATORS UPON THE APPUCATION. -30-07 ADDED WAIL ELEV 0 LINE 3, 13 TE T1 eEAVERrWW, . ENGIN 3Q TRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NEC SSARr TO PROTECT THE JTRUCT WORKMEN -- ---- - REVISED SECT A � A MLD — THIS URAWING WITHOI.IT T IR ®qPp� E� PH (503) 213-2013 FAX (803) 213-�@id WWW.BCCENGINEERING.COM CROSS SECTIONS t� 0 ER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CAN TOR IS RESPONSIBLE OR THE OBSERVANCE A 4-8-07 REVISED BAPTISTRY PER CLIENT REQUEST MLJ WRIfrEN CONSENT OF E ,. ` ORAIhTV CHECKED SCALE DATE DRAWING NO. FEDERAL, STATE AND LOCAL SAFETY REf ULATIONS DURING CONSTRUCTION. -- —_-- _— -- _ PLOT: 04/23/20({7 5:05:34 PM m1i REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY ENC`�INEER IS PROHIAITEG. AArN1fR r0 SAVE: T:\01371\3000\3020.22.DWG 04�27�07 11:16:08AM m1j MLJ 2-23-07 S2 . 2 i 4. w 4 , - ..- c; t •+SFW , TI -Roo" work 7 ,r I, A, r NJW FIT V4 i n , , , , , .};, : AAf� k �Il,.:.rm .... :._. ._. �a•+a:._,.' _Y u ...Ini:.:.S.i.aawe; '.,, ,?,�, � .yam ,- • u , 1 �I r' ,•dS I 'dSi) k Tmp aim" r No .fir•/.i ....:.. .... ....,... _— — -e..._r,r .r.- . ..'. " .w.wwwJr ......,u..o.rw,rfr.,JG4ML.NWtruPtlll.MYYYY.�.M WI:YWWIIYWNutirenJr.t.w� ..,..�4�Wr�4ii-M.IVK ,... ., . 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T I f�-34 3� � CONCRETE COLUMN 2x6 FRAMED WALL 2x6 F., SILL � C 12x20.7 / I I 1 1/2"x22 GA STRINGER HSS 3x3x3/1 E --- i F COMPC..ITE STEEL DECK i 1/2" PL DAP FACE OF , 3/8" PL BEAM 1 3/4" r, ® 1 I 1/� N 1 i � ISSUED FOR SECTION F i _ i "' I _g�+l CONSTRUCTION 2x4 FRAMING SCALE: 1 "= 1 '-0" 2.3 C12x2O.7 _— AUG 14 2007 PLAN - ' 5"0 PIPE COLUMN �. SCALE. 112"= V-0" Braldford Conrad Crow PLAN Engineering Co DETAIL 2 -- SCALE: 1/2"=1 '-0" . DETAIL SCALE: 1 2 1 / SCALE: 1 1/2"= V-0" ^' OMCE COPY _ 1 PLANS AND SPECIFICATIONS AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY lh h/S t Ch Baptist t tg Wesae osChurch/School coo PERTAIN ARE INTENDED FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF - — THE PROFESSIONAL ENGINE'ER'S BRADFORD d. I PLANS AND SPECIFICATIONS OR THE DESIGNS ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON SEAL APPEARING ON THIS CONRAD 12930 S.W. Scttolls Ferry Road Tlq�rd, Oregon 97223 t ROJECT IS H ANY LOCATION OTHER THAN >RA PROJECT AND LOCATION SPECIFlEO HEREIN. DRAWING APPLIES ONLY TO THE � DpAwiNG IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED _ __ _ CROW E N G i N E E R I fv G C O. REQUEST THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPEP.TY OF BRADFORD CONRAD CROW ------ - WORK AS SHOWN ON THIS Tennant I m rO V lB m 8'1 tS 1 E PE IS AND SHALL NOT BE REUIEO, D'SCLOSED TO OTHERS OR COPIED IN WHOLE OR IN PART WITHOUT _ -- - - DRAWING FOR 'T THE ORIGINAL CIVIL • STRUCTURAL • wiECHANICAL ENGINEERS p ` t N PERM15510N, COPYRIGHT 2007 Y BRADFORD CONRAD CRAW ENGINEEdING CO. ALL RIGHTS DESERVED. Tn'LE BLOCK DESIGNATION. P RQ S N I Pit SURROUND R R U U��I D �R 14 _ C 8-14_-07 , M)DED_SECTION _r__ - - MLJ _ C E U FRAMING DRAWINGS DO NOT SHOW THE PRESENCE. LOCATION,ISTHE POSITION OR APPLICATION 01 SAFETY DEVICES UPON OR ANY ALTERATION OR REUSE OF Q8'l5 SW NIMBUS AVE. SLITS 110, dfAVERTON, OR 97008-7387 ,. L.INDING MACHINERY AND/OR EQUIPMENT.SAFETY DEVICES TME SOLE dESPONSIBILITY OF THE OWNER MANUFACTURER Of: INSTA+„LER TO PLACE P..OPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND EQUIPMENT -�— INSTRUCT THE OPERATC',� UPON THE APPLICATION. _ B 7-1" REVISED BRACE SECTION 9 MW T CONTRACTOR SW-LL PRC+VIhE ALL MATERIALS AN EQUIPMENT NECESSARY TO PROTECT THE STR TUBE woRKM N -� - .-- THIS DRAWINGWITHOUTTHE PH („33) 213-20iJ FAx (503) 213-2018 wwar.BCCEN(31NEERIN(i.COM � STAIR AIR PI�►►N 2 pp EE A 4-5-07 R�VISED STAIR PER CLIENT REQUEST MLJ WRITTEN CONSENT OF THE PLOT: X3/14/2001 9:41': W 14LJ DRAWN CHECKED SCALE DATE DRAWING NO. OTHER FERSONS MIO PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ! OITSERVANCE ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. "- - ---+-- '-- — - - ENGINEER IS PROHIBITED. REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY SAVE! 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CONTACT ENGINEER FOR SIDE oBOTTOM-1 INSPECTION PRIOR TO INSTALLING PANELS. I t 11 7/8" RFP 40 PkOSCENIUM FRAMING 1/2%8" TITAN HD r. O 30"O.C. — ^SEE DWG S2.3 4x10 LEDGER i ANCHORS O 30"O.C. i 14'x4' CEILING PANEL 44 " " SIMPSON ITT3511.88 HANGER CEILING PANEL a I` n �.— -2�-6" 2�-6" , I REVISED PRINT - —__-_� OESTRUY PREVlUCS COPY 1 CEILING DETAIL °AT��_ 3 LAN DETAIL • , .r SCALE: 1/2"=V-.0" SCALE: 1/2 �:'-" Westgate Baptist Church/School ' THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED THE PROFESSIONAL ENGINEER'S !! r'Ir BRADFORD A D F O R D SOLELY FOR THE SPECIFICATIONS. SPECIFIED HEREIN. SIGNS. AD E AND CROW ENGINEERING CO. THERMS ALL LIABILITY IF SEAL APPEARING ON THIS �4 �. If T tr .L p� CONRAD R 12930 S.W. SChoIIB Ferry Road Tlgard� Orl�gon 97223 'MESE PROJECT AND AT ANY:A LOCATION OR THE RESIGNS, ADVICE AND INSTTtUCT10AT ATTENDANT THERM, ARE USED ON DRAWING APPLIES ONLY TO THE ,�� 4►� � ' ANY PROJ.CT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIER HEREIN, CROW ENGINEERING CO.C O WORK AS SHOWN ON THIS D AL""""" Tennant Imnrovemen�s ` THIS I;WIVYINC IS THE PROPERLY OF D IDEAS CO WN CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNER DRAWING FOR THE ORIGINAL � G C41t • STRUCTURAL • MECHANICAL ENGINEERS P UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE *':E PROPERTY OF ORAOFORD CONRAD CROW `, ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PMT, WRFIGUT TITLE BLOCK DESIGNATION. )1 '•t: SUSPENDED C E I LI N G PLAN ' WW TEN PERMISSION. COPYRIGHT 2007 BY BRADFORD CONRAD CROW ENGINEERINO CO. ALL RIGHTS RESERVED. �N THESE DRAWWS DO NOT SHOW THE PRESENCE, LOCATION. POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR ANY ALTERATION OR REUSE OF a� v4i y 1 �`t�. Q 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97006-7307 / I, SLIIIROUNOING MACHINERY AND/OR EQUIPMENT. IT IS THE POLE RESPONSIBILITY OF THE OWNER MANUFACTURER - THIS DRAWING WITHOUT TH Y'I�F SFO .Z PH (503) 213-2013 FAX (503) 2 t 3-2010rW•BCCENOMlEERNNMi.COM 3. , AND/OR INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/oR EQU PMEM• _ A 8-110-07 ADDED SECTION C do REV DETAIL 3 U WRITTEN CONSENT OF RA �� PLOT: 08 10 2007 10:55 OOAId MU 0 WN CHECKER SCALE DA DRAWING NO. ' ANO INSTRUCT THE OPERATORS UPON THE APPLICATION. ENGINEER IS PROHIB D. +t-v - SAVE; T:\01371\3000\3020-25.d 08/10 07 Q:10:4241 MU REV. DATE pESCRIPTION BY REV:. DATE DESCRIPTION 9Y RAI• '01-07 M LJ 2-26-"07 SJ Z 5 : H. - 1 • i r Fl , , 1 h. • .1, , •ALL ..Y ti A : p Y r .,!4 s I : r .,:.f •. , , ..P:.{..,.. I.. .: .. - .1. ` '..r. 0.. , :: i IIS. 1 .. , '.. ... 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"D l SCALE: 1 ,.�y -JOIST _ t TJI BLOCKING 0 EVERY -CEILING PANEL -- OTHER JOIST SPACE ISSUED FOR CEIUNG PANEL 11 7/8" Til JOIST CEILING PANEL CONSTRUCTION _ J�ECT10N E REWSED PRINT GOPY scA�E: 1 - UF,S1fK;Y PREV"GJ,; `3L'� 1 4 Ou/ 1/z"_ V._0„ N J��' SECTION Bradford / l _�� - -� Conrad Crow_....__._ --�----- Engineering Co SE PLANS AND SPECIFICATIONS, AND THE EK3IN:ERING AND DESIGN WORK TO WHICH THEY PERTAIN, APE INTENDED L` FOR THE PROJECT SPECIF;ED HEREIN. BRA:rORD CONRAD CROW ENGINEERIk; CO. SE ?VANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTE, JAEWREM O RARE LIABILITY ON v--- THE PROFESSIONAL ENGINEER'S BRA IF PROJECT OR AT ANY LOCATION OTHER THAN THE PRWECT AND LOCATION SPECIFIED HEREIN. SERI_ APPEARING ON THIS ;• (� 1 '^ :� BRADFORD R D Westgate Baptist Church S c h O O I __ - CONRAD / S DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS t0 BE RETURNED — ~— DRAWING APPLIES ONLY 10 THE 4:' ; I �4 �g' 12930 S.W. SChOiis Ferry Road TtVard, Dragon 97223 ON REQUEST TILE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERLY OF BRADFORD CONRAD CROW �l I ( -- . CROW ENGINEERINr C O• — 'INEERING CO AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, !N VF10LE OR ik PART, WTTFK)UT WORK AS SHOWN ON THIS tTTEN PERMISSION. COPYRIGHT 2007 13Y HRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. — -_ DRAWING FOR THE ORIGINAL CIVIL • STR S Tennant n a r _ �'` ucTURA,. . MECHANICAL Ei�IGINEER� 1 t I m p r4 v e r�a n t s ESE DRAWINGS DO NOT SHOW THE PRESENCL, LOCATION, POSITION, OP APPLICATION OF SAFETY DEVICES UPON OR — TITLE BLOCK DESIGNATION. SUSPENDED C E I I_I N G BRACING DETAILS 1 RROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE pW►;c,T, MANUFACTURER -� - ANY ALTERATION OR REUSE OF 1 f' ��/7 IF P925 SW NI►.<BUS nVE. SUITE 1 1 ___ �I. 1�V 0, BEAW;;LION, OR 97008-7M7 0 IN INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACH .MOD/OR EQUIPMENT — — �-- THIS DRAWING WITHOUT TH ��� �' OF 3�/ PH (S03) 27,1-2013 FAX (50.7 213-:018 Wyyytr.gCCEN;INEERING.COµ 0 INSTRUCT THE OPERATORS UPON THE APPLICATION. A 4-10-07 ADDED DETAIL F - MLJ WRITTEN CONSENT OF T E �H�. E// --����.- _ � 1 "t C /4 " REV. TATE -- ---�+- DESCRIPTION ---- --- �`"""'"� PLOT: 08/10/2n07 10:39'2;' � DRAWN CHECKED SCALE DATE DRAWING NO. R BY REV. DATE DESCRIPTION ENGINEER IS PROHIBITED. ( ;T.•A.YI jf4�'0„ T ` \ � ML1 MLJ . . ...... .._.._ SAVE: + 01371 3000 302.0-2G.dwg 08/10/07 9:10:48AM tAIJ 3--Z8-07 2 , - ---- ---,.,T.+ : r' ... 'Srq `. a I ... Amy ,. • 4' + U 9, AM A� FROM III� VIM t er„? i Y 4 s uy r, 1'. l