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04-0036 464 Carriage Ln N Plans
APPENDIX D FIRE APPARATUS ACCESS ROADS D103.5 Fire apparatus access road gates.Gates securing the stories in height shall have at least three means of fire apparatus fire apparatus access roads shall comply with all of the follow- access for each structure. ing criteria: D104.2 Buildings exceeding 62,000 square feet in area. 1. The minimum gate width shall be 20 feet(6096 mm). Buildings or facilities having a gross building area of more than 2. Gates shall be of the swinging or sliding type. 62,000 square feet(5760 mz)shall be provided with two sepa- 3. Construction of gates shall be of materials that allow rate and approved fire apparatus access roads. manual operation by one person. Exception: Projects having a gross building area of up to 4. Gate components shall be maintained in an operative 124,000 square feet(11 520 m2)having a single approved condition at all times and replaced or repaired when de- fire apparatus access road when all buildings are equipped fective. throughout with approved automatic sprinkler systems. 5. Electric gates shall be equipped with a means of opening D104.3 Remoteness. Where two access roads are required, the gate by fire department personnel for emergency ac- they shall be placed a distance apart equal to not less than one cess. Emergency opening devices shall be approved by half of the length of the maximum overall diagonal dimension the code official. of the property or area to be served,measured in a straight line 6. Manual opening gates shall not be locked with a padlock between accesses. or chain and padlock unless they are capable of being opened by means of forcible entry tools and 7. Locking device specifications shall be submitted for ap- SECTION D105 proval by the code official. AERIAL FIRE APPARATUS ACCESS ROADS D103.6 Signs.Where required by the code official,fire appara- tus access roads shall be marked with permanent NO D105.1 Where required.Buildings or portions of buildings or PARKING—FIRE LANE signs complying with Figure facilities exceeding 30 feet(9144 mm)i1�}}height above the low- D103.6. Signs shall have a minimum dimension of 12 inches est level of fire department vehicle access shall be provided fi (305 mm)wide by 18 inches(457 mm)high and have red letters with approved fire apparatus access roads capable of accom- on awhite reflective background.Signs shall be posted on one Todating fire department aerial apparatus. Overhead utility or both sides of the fire apparatus road as required by Section 'and power lines shall not be located within the aerial fire appa- D103.6.1 or D103.6.2. ratus access roadway. D105.2 Width.Fire apparatus access roads shall have a mini- mum nobstructed width of 26 feet(7925 mm)in the immedi- ate vicinity of any building or portion of building more than 30 SIGN TYPE"A" SIGN TYPE"C" SIGN TYPE"D" feet(9144 mm)in height. NO NO NO D105.3 Proximity to building.At least one of the required ac- PARKING PARKING PARKING cess routes meeting this condition shall be located within a 18" minimum of 15 feet (4572 mm) and a maximum of 30 feet FIRE LANE FIRE LANE FIRE LANE (9144 mm)from the building,and shall be positioned parallel to one entire side of the building. 12" 12" 12" SECTION D106 FIGURE D103.6 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS FIRE LANE SIGNS D106.1 Projects having more than 100 dwelling units.Mul- D103.6.1 Roads 20 to 26 feet in width.Fire apparatus ac- tiple-family residential projects having more than 100 dwelling cess roads 20 to 26 feet wide (6096 to 7925 mm) shall be units shall be equipped throughout with two separate and ap- provedposted on both sides as a fire lane. fire apparatus access roads. D103.6.2 Roads more than 26 feet in width.Fire appara- Exception: Projects having up to 200 dwelling units may tus access roads more than 26 feet wide (7925 mm) to 32 have a single approved fire apparatus access road when all feet wide(9754 mm)shall be posted on one side of the road buildings, including nonresidential occupancies, are as a fire lane. equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 of the International Fire Code. r SECTION D104 D106.2 Projects having more than 200 dwelling units.Mul- COMMERCIAL AND INDUSTRIAL DEVELOPMENTS tiple-family residential projects having more than 200 dwclling units shall be provided with two separate and approved fire ap- D104.1 Buildings exceeding three stories/30 feet in height. paratus access roads regardless of whether they are equipped Buildings or facilities exceeding 30 feet (9144 mm) or three with an approved automatic sprinkler system. 362 2000 INTERNATIONAL FIRE CODE® Job Truss Truss Type city Ply OUR SAVIOR LUTHERN 8-9 —� I R15894898� FT1946 A5 PIGGYBACK ATTIC 11 1 Job Reference(optional) STOCK COMPONENTS,BOISE,ID 83716 6.100 s Sep 17 2004 MiTek Industries,Inc. Thu Mar 31 14:53:07 2005 Page 1 T2-0:9 5-10-0 114-8 } 16-11-0 22-5-8 27-10-028 -0 36.0.0 36-1-1241-6-8 47-1-0 52-7-8 57-5-8 58�-0 64-" 2-0-0 5-10-0 5-6-8 5-6-8 5-6-8 5-4-12 0-1-12 8-0-0 0-1-12 6-4-12 5-6-8 5-6-8 4-10-0 0-8-8 5-10-0 7x8 M1120- Scale=1:125.4 6 TYP 7x8 MII20 5.00 12 4x5 M1120 I J -0-0 4x5 M 1120 4x5 M1120 H K 4x5 MII20 4x6 MII20 _ F _ 4x6 M1120 4x5 M1120" C' A AH L 4x5 MII20 F 6x8 M1120— M 4x5 M1120 E �' 4x6 MI \\ N 4x5 M1120 N 6x8 0= D \`t m �\ h:' O 8-0-0 \' is ] A B d 5x10 M1120 11 2-0-0 5x10 M1120 11 AE AD AC AA Z Y RI MD W V U T S R 4x5 M112 4oc5 M1120 33- 4x5 M1120 4x6 M1120= 4x12 M1120= 3x6 M1120 11 r` 341vil u 114XxT2101fr11T- 4Xb�— 4x5 M1120 P 2x4 M1120 11 4x6 MI120— 4x6 MI120= 6x8 M1120= 6x8 M1120= 4x6 MI120= 4x6 MI120= 2x4 M1120 11 FIEDL REPAIR BRG.BY OTHERS 2-8-0 SECTION REMOVED IN B.C,AS SHOWN. ATTACH%'CDX,STIR.1,PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10-D NAILS(0.148"X 3.0") @ 6"O.C.,2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF EACH MEMBER. NOTE:15/32,EXP.1,32/16 SPAN RATED O.S.B MAY BE SUBSTITUTED FOR PLYWOOD. 27-104 36-2-12 r 5-10-0 1 114-8 16-11-0 22-5-8 27.94 I 33.1.0 136.1-121 41-6.8 I 47-1-0 1 52-7-8 I 58-2-0 1 64.0- 5-10-0 5-6-B 5-6-8 5-6-8 5-3-12 0-1-0 5-2-12 3-0-12 5-3-12 5.6.8 5-6-8 5-6-8 5-10-0 0-1-0 Plate Offsets(X,Y): [B:0-4-12,0-0-9],[D:0-1-12,0-2-0],[E:0-1-12,0-2-0],[F:0-3-0,Edge],[G:0-1-12,0-2-0],[H:0-1-12,0-2-0],[I:0-3-4,0-2-8],[J:0-3-4,0-2-8],[K:0-1-12,0-2-0],[1-:0-1-12 0-2-01,[M:0-3-0,Edge],[N:0-1-12,0-2-0] [0:0-1-12 0-2-0] [Q:0-7-5 0-0-9] [AG:0-2-8 0-3-0] [AH:0-2-8 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.64 Vert(L-) -0.094D-AE >999 360 M1120 197/144 (Roof Snow--30.0) Lumber Increase 1.15 BC 0.34 Vert(TL) -0.17AD-AE >999 240 BCDL .0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 Y n/a ri BCLL .0 BCDL 10.0 Code IRC2000/ANSI95 (Matrix) Weight:598lb LUMBER BRACING TOP CHORD 2 X 4 DF 240OF 2.0E 'Except* TOP CHORD Sheathed or 5-0-10 oc purlins. I-J 2 X 6 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOTCHORD 2 X 6 DF SS 'Except' WEBS 1 Row at midpt H-AA,G-AA,K-V,L-V W-Z 2 X 10 DF SS 2 Rows at 1/3 pts Y-AG,X-AH WEBS 2 X 6 DF SS 'Except* JOINTS 1 Brace at Jt(s):AF,AG,AH I-Y 2 X 4 SPF 1650F 1.5E,J-X 2 X 4 SPF 165OF 1.5E SLIDER Left 2 X 6 DF SS 3-1-7,Right 2 X 6 DF SS 3-1-7 REACTIONS (lb/size) B=1049/0-3-8,Y=2569/0-5-8,X=2571/0-5-8,Q=892/0-3-8 Max HorzB=142(load case 7) Max UpliftB=-168(load case 7),Y=-71(load case 7),X=-52(load case 8),Q=-109(load case 8) Max GravB=173B(load case 2),Y=3444(load case 2),X=3464(load case 3),Q=1499(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/34,B-C=-2429/121,C-D=-2293/140,D-E=-1792/146,E-F=-951/238,F-G=-726/299,G-H=-11/673,H-1=0/841, J-K=0/837,K-L=-25/673,L-M=-752/296,M-N=-978/235,N-0=-1839/202,O-P=-2392/208,P-Q=-2541/195,I-J=01634 BOT CHORD B-AE=-192/2046,AD-AE=-192/2046,AC-AD=-136/1551,AB-AC=-136/1551,AA-AB=-244/760,Z-AA=-968/178, Y-Z=-953/182,X-Y=-968/178,W-X=-953/181,V-W=-968/178,U-V=-241/785,T-U=-58/1592,S-T=-58/1592,R-S=-126/2144, NAL Q-R=-126/2144 WEBS I-AF=-38 16,H1AA=-25/634G AB=-9/909,E-AD90/403,D-AE=O/201AD AD=-564/64,EA B o1098 1 3F G-AA51480/14 b Q, G,�r�� H-AG=-547/153,AA-AG=-145/1699,K-V=-325/49,L-U=-11/927,N-S=0/426,O-R=0/204,O-S=-629/78,N-U=-1121/116, L-V=-1502/145,K-AH=-554/179,V-AH=-134/1718 NOTES 10243 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS interior zone;cantilever left an right exposed;Lumber DOL=1.33 plate grip DOL=1.33. �0 Q� 2)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp C;Fully Exp.;L=45-0-0 9��0 �aQ 0 3)Unbalanced snow loads have been considered for this design. [� 4)This truss has been designed for 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. ' 7- G,' Al Q4 5)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. March 3�,2005 Ensure that over-all building bracing is designed by a qualified engineer,architect,or building designer. 6 Provide ade uate drains a to revent water pondin . • y design parameters and READ NOTES ON TNIS AND INCLUDED AUTER'REFERENCE PAGE 1ND-7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 109 Applicability of design aromenters and proper inc Citrus Heights,CA,95610 App ty g p p p incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component MiTek' Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. r, Job Truss Truss Type City Ply OUR SAVIOR LUTHERN 8-9 R7589489 FT1946 A5 PIGGYBACK ATTIC 11 1 Job Reference o tional STOCK COMPONENTS,BOISE,ID 83716 6.100 s Sep 17 2004 MiTek Industries,Inc. Thu Mar 31 14:53,08 2005 Page 2 NOTES 8)Ceiling dead load(5.0 psf)on member(s).AF-AG,AF-AH 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.X-Y LOAD CASE(S)Standard A WARMNO-7er(jy design Parameters and READ NOTES ON TBfS AND INCLUDED MITER REFERENCE PAGE Y37-7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 109 Applicability of design aramenters and Citrus Heights,CA,95 5", PP ty 9 P proper incorporation of component is responsibility of building designer-not buss designer.Bracing shownLEI I s for lateral support of individual web members only.Additional temporary bracing to leisure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component M iTekm Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. j tF4�.kp!rri . MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: FT 1946 Fax 916/676-1909 OUR SAVIOR LUTHERN 8-9 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Stock Building Supply-Boise, ID. Pages or sheets covered by this seal:R15894898 thru R15894898 My license renewal date for the state of Idaho is January 31,2007 APR 2 5 2005 01TY-CFTWIN FALLS, iSUI IUDING DEPT 4NAL E/jl 10243 a 0 OF C. aNC7 March 31,2005 Anderson,Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. COM check Package Generator Envelope Compliance Report CtMct4EZ- Paakaga t3eper tor Location: Twin Falls, Idaho Envelope Compliance: Construction Type: Religious Worship Passes Code:2000 I ECC HDD: 6769 Builder Name: Date: 1/16/04 Builder Address: Building Address: 464 Carriage Lane N.,Twin Falls, ID Submitted By: Phone Number. PROPOSED REQUIRED Glazing Area 100 X 600 - 5895 = 10.1% Maximum Glazing Area Glazing Area Gross Wall Area Proposed Glazing Area 15.0% R-Value Description Proposed R-Value Minimum R-Value Cavity Continuous Cavity Continuous Roof:All-Wood Joist/Truss R-30.0 R-0.0 R-30.0 R-0.0 Wall:Wood-Framed R-19.0 R-0.0 R-19.0 R-0.0 Floor:All-Wood Joist/Truss R-19.0 R-0.0 R-19.0 R-0.0 Basement:Other Masonry,No Frame R-8.0 R-0.0 R-8.0 R-0.0 Glazing Description Proposed Value Maximum Value U-Factor SHGC U-Factor SHGC Window:Other,Clear 0.4 0.57 0.4 0.57 Comments None Statement of Compliance:The proposed building design represented in these documents is consistent with the building plans, speciflations,and of er calculations submitted with the permit application.The proposed building has been designed to meet the requirelments of the TgUECC. -00 Builder/Designer Company Name Date 7 DECEIVED 1AN 2 6 200 1 C 6ulOL.FDIMG DF_PT ' FALL-', Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property _�sj4' •Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. b-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g. and securely seat. diagonal or X-bracing,is always required. See BCSI1. 2. Never exceed the design loading shown and never U-/16" 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS �• ci-z cz-s 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and o WEBS ca4 4 all other interested parties. u � 3 ��� 3 p 4. Cut members to bear tightly against each other. *For 4 x 2 orientation,locate plates 0-1hd'from outside " U 5. Place plates on each face of truss at each edge of truss. c7-8 ee-7 ce-a 10 joint and embed fully.Knots and wane at joint BOTTOM CHORDS locations are regulated by ANSI/TPI1. *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. ml 1. connector plates. FF , 7. Unless otherwise noted,moisture content of lumber "#`{ .*Plate location details available in MiTek 20/20 shall not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 perpendicular to slots.Second camber for dead load deflection. dimension is the length parallel to slots. 10.Plate type,size,orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11.Lumber used shall be of the species and size,and Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects,equal to or better than that by text in the bracing section of the specified. output. Use T,I or Eliminator bracing ICBO 4922,5243,5363,3907 12.Top chords must be sheathed or purlins provided at if indicated. spacing shown on design. BEARING SBCCI 9667,9730,9604B,9511,9432A 13.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings (supports)occur. Icons vary but 14.Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. ® 15.Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: �® 16.Install and load vertically unless indicated otherwise. MiTek P�fp A=1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 1 F BCSI1: Building Component Safety Information, s Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 ©2004 MITek® ; As WaNcri Mir e W- MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: FT 1946 Fax 9161676-1909 OUR SAVIOR LUTHERN 8-9 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Stock Building Supply-Boise, ID. Pages or sheets covered by this seal:RI6239007 thru RI6239007 My license renewal date for the state of Idaho is December 31,2005. SStONAC 5 TE� 6 4 OF1�\ GONG April 25,2005 Yu,Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the to yrc compponcnts ch,nuvn, The suitability�. .- c. of t,}»e�nr nnngnt for, ,nv.n rt�ria„lar biiiWing is tlhP .. i - a_. responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. Job Truss - fuss Type oty Ply OUR SAVIOR LUTHERN 8-9.--. R16239007 FT1946 A5 PIGGYBACK ATTIC 11 1 4 Job Reference(optional) STOCK COMPONENTS,BOISE.ID 83716 6.200 s Feb 112005 MiTek Industries,Inc. Man Apr 25 10:37:15 2005 Page 1 28-0-0 41-6-8 58-2-0 �-0-q 5-10-0 11-4-8 16-11-0 22-5-8 27-10-4 1, 36-0-0 36-1-12 47-1-0 52-7-8 57-5-8 64-0-0 scale=1:114.0 2-0-0 5-10-0 5-6-8 5-6-8 5-6-8 5-4-12 8-0-0 0-1-12 5-6-8 5-6-8 4-10-0 0-8-8 5-10-0 0-1-12 5-4-12 6x10 M1120H'" 6x10 M1120H 5.00 F12 I J 4x5 M1120 ff 4x5 MII20 - 4x5 M1120 - HK 4x5 M1120-4x8 MII20 4x5 MII20 ATi 4x6 M11204x5 MI@0. G,R: ' bF M4x5 M11204x5 M1120D"-C- W d, !Z&0� la 1 6x8 M1120 11 Al 6x8 MII20 11 AE AD AC AB AA Z Y x W V U T S R 4x5 MII20 c n.a mion 33-1-0 a 19 M119n- a s biu9n u I 3x6 MI120 it 4x12 M1120- 4g�.�1�0= 4x5 M1120 4x5 M1120 4x6 MI120= 4x6 M1120= 4x6 111120= 4x6 M1120= x 2x4 M1120 11 10x10 M1120 WB = 2x4 M1120 11 10x10 M1120 WB = 27-10-4 36-2-12 5-10-0_ 11-4-8 16-11-0 22-5-8 27-9-4 33-1-0 36-1-12 41-6-8 47-1-0 52-7-8 58-2-0 64-0-0 I , I- 5-10-0 5-6-8 5-6-8 5-6-8 5-3-12 0-1-0 5-2-12 3-0-12 5-3-12 5-6-8 5-6-8 5-6-8 5-10-0 0-1-0 TEMP.AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT,PROJECT ENGINEER AND LOCAL BLDG.DEPT. Plate Offsets(X,Y): [6:0-3-0,0-0-1],[D:0-1-12,0-2-0],[E:0-1-12,0-2-0],[F:0-3-0,Edge],[G:0-1-12,0-2-0],[H:0-1-12,0-2-0],[I:0-4-0,0-2-4],[J:0-4-0,0-2-4],[K:0-1-12,0-2-0], [L:0-1-12,0-2-0],IM:0-3-0 Edge],IN:0-1-12,0-2-0],[0:0-1-12,0-2-0],[0:0-5-9,0-0-1] [W:0-5-0,0-0-1] [Z:0-5-0,0-0-3] [AG:0-2-8 0-3-0], LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.104D-AE >999 360 M1120 197/144 (Roof Snow--30.0)0 B Lumber Increase 1.15 BC 0.38 Vert(TL) -0.134D-AE >999 240 M1120H 1481108 BCDL Rep Stress Incr NO W 0.44 Horz(TL) 0.03 Y n/a n/a BCLL .0 BCDL 10.0 Code IRC2000/ANSI95 (Matrix) Weight:598lb LUMBER BRACING TOP CHORD 2 X 4 OF 240OF 2.OE'Except' TOP CHORD Sheathed or 5-0-6 oc pudins. 1-1 2 X 6 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 6 DF 180OF 1.6E*Except* WEBS 1 Row at midpt H-AA,G-AA,K-V,L-V W-Z 2 X 10 DF SS 2 Rows at 1/3 pts Y-AG,X-AH WEBS 2 X 6 DF 180OF 1.6E*Except` JOINTS 1 Brace at Jt(s):AF,AG,AH I-Y 2 X 4 SPF 165OF 1.5E,J-X 2 X 4 SPF 165OF 1.5E SLIDER Left 2 X 6 DF 180OF 1.6E 3-1-7,Right 2 X 6 DF 1800F 1.6E 3-1-7 REACTIONS (lb/size) B=1034/0-3-8,Y=2689/0-5-8,X=2782/0-5-8,0=876/0-3-8 Max Harz B=142(load case 7) Max Uplift B=-167(load case 7),Y=-83(load case 7),X=-71(load case 8),Q=-110(load case 8) Max Grav B=1716(load case 2),Y=3658(load case 2),X=3784(load case 3),0=1477(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/34,B-C=-2388/119,C-D=-2252/138,D-E=-1741/143,E-F=-900/277,F-G=-675/339,G-H=0/718,H-1=0/908, J-K=0/907,K-L=0/730,L-M=-099/345,M-N=-925/284,N-0=-1785/203,O-P=-2348/209,P-Q=-24931196,I-J=0/675 BOT CHORD B-AE=-191/2008,AD-AE=-191/2008,AC-AD=-134/1504,AB-AC=-134/1504,AA-AB=-280/713,Z-AA=-985/175, Y-Z=-967/179,Y-At=-985/175,X-AI=-985/175,W-X=-967/178,V-W=-985/175,U-V=-286/736,T-U=-59/1542, �c,,(3NAL + S-T=-59/1542,R-S=127/2104,Q-R=-127/2104 � , �?f WEBS Y-AG=2721/210,I-AG=1194/97,X-AH=-2735/191,J-AH=-1198/96,AF-AG=01385,AF-AH=0/392,J-AF=-61/17, (`J �'? ST I-AF=-57/20,H-AA=-317/63,G-AB=-10/919,E-AD=0/403,D-AE=0/204,D-AD=-574/65,E-AB=-1098/113, {�✓ ���y G-AA=-1491/143,H-AG=-554/152,AA-AG=-142/1636,K-V=-317/49,L-U=-12/939,N-S=0/426,O-R=0/207, O-S=-640/78,N-U=-1120/116,L-V=-1515/146,K-AH=-561/178,V-AH=-130/1647 NOTES 6 4 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS interiorzone;cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp C;Fully Exp.;L=45-0-0 3)Unbalanced snow loads have been considered for this design. F 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs N �( non-concurrent with other live loads. 5)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use Aril 25,2005 proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to the p building contractor. Ensure that over-all building bracing is designed by a qualified en ineer,architect,or buildin desi ner. 7aisa{4as�lY1 1Fr&'10= Btt�18?(ffiV�1l14YSfiE�f£t�Pf�f4F�,$1A�' �}t{It $�dS'38EFOREVSE. 7777 Green backLane Q�s�q,p(id,[gr k�� �ftl {1,�k ,0p jttl5(J, ��p��t�osed only upon parameters shown,and Is orraan individual building component. Suite 109 .N $)A`j11NitW5iR16'kf(tlg- rylY rtfbFBfl�Ih�EbFIStiFtRh51i''of component is responsibility of building designer-not truss designer.Bracing shown Citrus Heights,CA,95610 9)Oeifll3gade-4l6latb( 6i ibW,klblef8 dbd11F-AQjtiAFaAWnp�or�ayry{5brraciing,ttoo insure stabibiilliitty cluring{¢c�onstruucttiion is theeer�esponsbillity of thearding 10rtMfi��Hqltlf,*y cWo IW�4nag .@f�Wr cVp atYlt,ttaWca -If'71�0=6%9 Cfif FS'TSB B�nd A� I i g gompo a nca ion,qua i con rol,s . 1ve erec wn an bracln consu ua i e 1, n Bui d n Com onent A i���m CotStWokelfifOnrprbge Ovailable from Truss Plate Institute,5B3 D'Onofrio Drive,Madison,WI 53719. 'y' Job russ fuss ype Qty Ply OUR SAVIOR LUTHERN 8-9 -- ------_ - R76239007 FT 1946 A5 PIGGYBACK ATTIC 11 1 Job Reference(optional) STOCK COMPONENTS,BOISE,ID 83716 6.200 s Feb 112005 MTek Industries,Inc. Mon Apr 25 10:37:15 2005 Page 2 NOTES 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)512 lb down and 27 lb up at 33-1-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:B-Y=-20,X-Y=-120,Q-X=-20,A-1=-74,J-Q=-74,I-J=-74,AG-AH=-10 Concentrated Loads(Ib) Vert:AI=300(F) wARmNO.verify design parameters and READ NOTES ON THIS AND 7NC7.UDED XJTER REFERENCE PAGE MIL-7473 BEFORE USE. 7777 Greenback Lane 09 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. C ftite He Applicability of design ramenters and proper incorporation of component B responsibility of building designer not truss designer.Bracing shown Cibus Heights,CA,95610�' APP N 9 Pa P P Po p N n9 i9 9 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity of the erector.Additional permanent bracing of the overall structure B the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component M iTek` Safety Information available from Truss Plate Institute,583 D'Onof0o Drive,Madison,WI 53719. x F?J _a_ — ----- -- — Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 1 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and securely seat. diagonal or X-bracing,is always required. See BCSII. 2. Never exceed the design loading shown and never -'/16. 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS cr-z cz-s 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and o WEBS bCS-6 all other interested parties. Oz u �� .�'�' p 4. Cut members to bear tightly against each other. *For 4 x 2 orientation,locateUplates 0-IN"from outside CL O5. Place plates on each face of truss at each edge of truss. pjoint and embed fully.Knots and wane at joint c�-a co- BOTTOM CHORDS locations are regulated by ANSI/TPI1. *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPII. connector plates. 7. Unless otherwise noted,moisture content of lumber "Plate location details available In MITek 20/20 shall not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE I ? AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. t ,r CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non structural consideration and is the A X The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 't perpendicular to slots.Second camber for dead load deflection. dimension is the length parallel to slots. 10.Plate type,size,orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11.Lumber used shall be of the species and size,and Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects,equal to or better than that by text in the bracing section of the specified. output. Use T,I or Eliminator bracing ICBO 4922,5243,5363,3907 12.Top chords must be sheathed or purlins provided at if indicated. spacing shown on design. BEARING SBCCI 9667,9730,9604B,9511,9432A 13.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings (supports)occur. Icons vary but 14.Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. me 15.Do not cut or alter truss member or plate without prior winapproval of a professional engineer. rVa 16.Install and load vertically unless indicated otherwise. Industry Standards: MITek® ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. B BCSII: Building Component Safety Information, Guide to Good Practice for Handling, �x ff Installing&Bracing of Metal Plate ; Connected Wood Trusses. MITek Engineering Reference Sheet:MII.7473 02004 MITek® �. February 15,2005 ® Our Savior Lutheran Church 464 Carriage Lane, North R E C E V E D Twin Falls,Idaho 83301 MAR 0 2 2005 Subject: Basement Finishes CIBuILDIN OF G�N Fg DEPr.i,�,g To Whom It May Concern: Provided it is acceptable to the local building department,Architect LA has no objection to deleting the vapor barrier and sheetrock finish on the walls and ceilings in the basement storage room. Under the 2000 International Building Code,the sheetrock was required to provide a one-hour separation for the storage room. Under the 2003 code,a sprinkler system can be used in lieu of the sheetrock separation. Since there is an automatic sprinkler system installed,it is ARCHITECT-LA PC our understanding that the sheetrock would not be required under the current code. Please feel free to call if you have any questions. Sincerely, Bill Oyen, Project Architect ,o� J I'�"` 4✓�� NCI c� IJ PC 805 SE Sherman St. Portland,OR 97214 503-231-1122 Voice 503-231-0317 Fax February 11,2001 REC�� VEDMAR O ® ? 1005 Our Savior Lutheran Church c17yoF 464 Carriage Lane, North &U/1411 /V T4"$ Twin Falls, Idaho 83301 Subject: Basement Finishes To Whom It May Concern: Provided it is acceptable to the local building department,Architect LA has no objection to deleting the vapor barrier and sheetrock finish on the walls and ceilings in the basement storage room. Under the 2000 International Building Code,the sheetrock was required to provide a one-hour separation for the storage room. Under the 2003 code,a sprinkler system can be used in lieu of the sheetrock separation. Since there is an automatic sprinkler system installed, it is ARCHITECT•w Pc our understanding that the sheetrock would not be required under the current code. Please feel free to call if you have any questions. Sincerely, Bill Oyen, Project Architect 805 SE Sherman St. Portland,OR 97214 503-231-1122 Voice 503-231-0317 Fax # 3165 WATER EPDXY KWO DINT® SEMI-GLOSS POLYAMIDE COATING HIGH PERFORMANCE FINISHES R.';l7RO,NNIE.%TAL C'Oh.SlD&RMOMS _ Fm•rnnlated mirhrnn lead rn•mercnry PRODUC'T PROFILE DESCRIPTION:Water Epoxy-Polyatnide Coatings are FINISH/USAGE: Semi-gloss interior/exterior. 'Exterior use formulated for use on surfaces of wood,metal and should be limited to surfaces not in direct sun exposure. concrete when protection against impact,abrasion, detergents,water,steam,oil,and acid is needed. TYPE:Polyamide Epoxy. Especially designed for hospitals,clinics,and,school corridors where strong odors are unacceptable. TIIIS COLOR: All white and pastel colors in the"Millennium"Color PRODUCT IS INTENDED FOR INDUSTRIAL System. AND/OR COMMERCIAL USE-SHOULD NOT BE PRACTICAL COVERAGE: 300-400 sq. ft./gal. SOLD FOR HOUSEIIOLD USE, RECOMY[ENDED DRY FILM THICKNESS:R.L:V0 Wlfi V E D SPECIFICATIONS MAR 2 3 2005 Surfaces: Wood (Interior/Exterior), metal, plaster RESISTANCE: CITY OF TWIN FALLS (Interior/Exterior),drywall and masonry. Weather Very Good BUILDING DEPT. Color/Gloss Retention Excellent-Interior Surface Preparation: Surface roust be clean, dry,free of all Very Good Exterior loose or peeling paint, dirt, wax, grease, and other foreign Flash Rusting Excellent material. Moisture Cond.(ASTM D2247) Excellent(100°F,300 hrs.) Salt Fog(ASTM B 117)300 Ins. Very Good New Surfaces: Acid etch new concrete and wash thoroughly (3001nrs.,31u1 DFT) with clean water until free of acid. Use self primed on new Dry Heat Resist.(ASTM D2485) 300°F wood. May be applied directly to clean, new iron surfaces Direct Impact Resist.(ASTM G14) 160 in,lbs.(1 wk) unless subject to severe conditions promoting rusting for which Pencil Hardness(ASTM D3363) B a rust inhibitive primer is recommended as a first coat. Flexibility(ASTM D1737) Excellent(180 bend,1/8") New Work: Adhesion(ASTM D4541) 400 psi �-� T.SURFACE 1 R ma Application Method:Conventional and airless spray,roller,brush. Wood: 4003-Cancer Quick Dry Alkyd Primer Accu-Pro Al d Undercoat 5862 EZ Sand Acrylic Drying n Time. Dries to touch in 2 to 3 hours. Able to recoat in 4 to 8 5862 hours. Dry time varies due to temperature and huruidity. Drywall: 0800 PDQ Sealer 0880 Pro-Finish Latex Sealer Potlife: 3-4 hours. 0890 Accu-Pro Sandable Drywall Primer 60 Pro-Finish 100%Acrylic Primer Nixing: Mix Component A with an equal volume of Component B Concrete; 58 Concrete Block: 5860 Accu-Pro Block Filler Catalyst. Wait 30-45 minutes to allow product to sweat-in. Must be used within 3 to 4 hours. Ferrous Metal: 9210 Rust Inhibiting Primer Flash Point: NIA EXT.SURFACE PRIMER Viscosity: 88-95 K.U. Wood: 396 ro- Rush 100%Acrylic Primer Gloss: 50% Drywall: 5860 Pro-Finish 100%Acrylic Primer (+/ . Concrete/ 5860 Pro-Finish 100%Acrylic Primer Tf'PICAL ANALYSIS 700/n) Concrete Block: 5890 Accu-Pro Block Filler Ferrous Metal: 9210 Rust Inhibiting Primer Pigment 24.45 Tiumium Dioxide 21.954'0 Galvanized/ 5810 Ambassador G-Prime 100%Acrylic Calcium Carbonate 2.50% Aluminum: 5860 Pro-Finish 100%Acrylic Primer Refinish Work: See "Surface Preparation". Apply one or Vehicle 75.55% more coats of this paint. Epoxy Resin 51.190110 Surface Temperature: Do not apply when surface or Water&Misc.Additives 24.36 atmospheric temperature is less than 50 F (10 C) and more than 90°F(32 C). Solids by Weight 51.14% Thinning: Do not over thin this product. Use as o received. Solids by volume ?s.o9go May be thinned with clean water by no more than 10/o. V.O.C. 235.95 grams per liter Crean up: 'Use warm,soapy water. Flush with clean water. Weight Per Gallon 10.32 pomrds June 2003 These suggestions and data are based on information we believe to be reliable. They are offered in good faith and limited guarantee,as conditions and methods of use of our products are beyond our control. We recommend that the prospective user detenuine the suitability of our materials and suggestions before adopting them. Specifications subject to change without notice. PRODUCT NAME: WATER EPDXY POLYAMIDE COATING HMIS CODES: H F R P MATERIAL SAFETY DATA SHEET PRODUCT CODE: 3165 SEMI-GLOSS WHITE,TINTING BASES AND COLORS 220 I SECTION I-MANUFACTURER IDENTIFICATION MANUFACTURER'S NAME: KWAL-HOWELLS INC. ADDRESS: 3900 JOLIET ST.,DENVER,CO 80239 EMERGENCY PHONE: 303-629-1123 INFORMATION PHONE: 800-456-2062 DATE REVISED APRIL 2002 NAME OF PREPARER: T.SNIDER SECTION II-HAZARDOUS INGREDIENTS/SARA III INFORMATION �- OCCUPATIONAL EXPOSURE LIMITS VAPOR PRESSURE WEIGHT HAZARDOUS COMPONENTS CAS NUMBER OSHA PEL ACTIH TLV OTHER nun HG @ Temp Percent --------------------------------—-----—-----—--------------—-----------------—-------------------------------------------_-------------------------_---------------------------------------------- ***no reportable quantities of hazardous materials are present*** SECTION III-PHYSICAL/CHEMICAL CHARACTERISTICS BOILING POINT: N/A SPECIFIC GRAVITY(H2O=1): 1.45 VAPOR DENSITY: N/A EVAPORATION RATE: N/A COATING V.O.C.: 2.44 LB/GL SOLUBILITY IN WATER: N/A APPEARANCE AND ODOR: Liquid. SECTION IV-FIRE AND EXPLOSION HAZARD DATA FLASH POINT: N/A METHOD USED: N/A FLAMMABLE LIMITS IN AIR BY VOLUME-LOWER: N/A UPPER: N/A EXTINGUISHING MEDIA: Foam,alcohol foam,CO2,dry chemical,Water Fog SPECIAL.FIRE FIGHTING PROCEDURES: Full protective equipment including a self-contained breathing apparatus recommended to protect fire fighters from any hazardous combustion products. UNUSUAL FIRE AND EXPLOSION HAZARDS:Water may be used to cool containers to prevent pressure build up and explosion when exposed to extreme heat. SECTION V-REACTIVITY DATA STABILITY: Stable CONDITIONS TO AVOID: Do not heat above 200 F. INCOMPATIBILITY(MATERIALS TO AVOID): None known at this time. HAZARDOUS DECOMPOSITION OR BYPRODUCTS: None known at this time. HAZARDOUS POLYMERIZATION: Will not occur. SEC)IO_.I�VI-HEALTH HAZARD DATA INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE: Inhalation of high concentrations of vapors may cause headache,nausea and irritation of the nose,throat,mid lungs. SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE: Eye contact may cause irritation or burning of the eyes. Repeated liquid contact may cause skin irritation and dennatitis. SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE: None known at this time INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE: Swallowing can cause gastrointestinal irritation,nausea,vomiting and diarrhea,vomiting can result in aspiration of material into the lungs which can cause chemical pneumcnitis. HEALTH HAZARDS(ACUTE AND CHRONIC): ACUTE: (SHORT TERM)Over exposure may cause headache,nausea,skin and eye irritation. CHRONIC:(LONG TERM)Unprotected over exposure may cause serious health problems. CARCINOGENICITY: NTP? NO IARC MONOGRAPHS? NO OSHA REGULATED? NO MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE: None known at this time. EMERGENCY AND FIRST AID PROCEDURES INHALATION: Remove to fresh air. If breathing has stopped,apply artificial respiration. Consult a physician, EYE CONTACT: Wash eyes with clean water for at least 15 minutes. Consult a physician. SKIN CONTACT: Wash affected areas with soap and water. Remove contaminated clothing. Consult a physician. INGESTION: Drink 1 or 2 glasses of water to dilute. Consult a physician or poison control center immediately. SECTION VII-PRECAUTIONS FOR SAFE HANDLING AND USE STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Ventilate area. Prevent skin mid eye contact and breathing of vapor. Contain and 'remove with inert absorbent. WASTE DISPOSAL METHOD: Do not allow material to contaminate ground water systems. Absorb large spills with sand,clay,or diatomaceous earth, Dispose of in accordance with local,state mid federal disposal requirements. PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: Do not store above 200 f. OTHER PRECAUTIONS: Do not take internally. Keep out of reach of children. SECTION VIII-CONTROL MEASURES RESPIRATORY PROTECTION: None required for brush and roll application. For spray application,wear a properly fitted NIOSH/MSHA(TC-23C)approved vapor/particulate respirator until all vapors and spray mist are exhausted.. VENTILATION: Provide sufficient ventilation in volume and pattern to keep air contaminant concentration below applicable OSHA PEL or ACGIH occupational exposure limits. (SECTION II). PROTECTIVE GLOVES: Impervious gloves are recommended to prevent skin contact. EYE PROTECTION: Use chemical safety goggles or face shield to prevent eye contact. OTHER PROTECTIVE CLOTHING OR EQUIPMENT: Coveralls,gloves mid hood are recommended during spray application. Protective creams may be used for ease of clean up,not for protection.. WORK/HYGIENIC PRACTICES: Wash hands before eating or using the restroom. SECTION IX-DISCLAIMER DISCLAIMER: As of the date of preparation of this document,the foregoing information is believed to be accurate and is provided in good faith to comply with applicable federal and state law(s). However,no warranty or representation with respect to such information is intended or given. i COMcheck Inspection Checklist 2000 IECC Bldg. I Dept. Use I I Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] I Windows,doors,and skylights certified as meeting leakage requirements. [ ) I Component R-values U-factors labeled as certified. [ ) I Vapor retarder installed. 2 01/20/2004 16:41 5036254187 HK ELECT ENGINEERS PAGE 02/04 Permit Number Lighting Compliance Certificate Checked By/Date 2000 IECC COMchEcTKLZ Software Version 2.5 Release 1 Data filename:C:1Prograoz FHesiC,heck\C0Mcheck-EZ10ur Savior Lulherai cck Section 1: Project Tnformatinn Project Name: Our Savior Luthcran Church 0051guct/Comracter. OrcS Kohn(HK Llcdrical Engin=s) Dot:llmCnt Author. Telephone: 4 ZS Date: �'T 4 Section 2: General Information Building Use Description by: Activity Type Prpjm Type: New Construction Activity Type(s) Floor Area Kitchen 254 Office 520 Cocrldor,Restr m,Support Area 4297 Lobby•Other 420 ClassraonilL.eCttre Hall 1180 CI Hull 3136 Classroor n echue Hall 516 Section 3: Requirements Checklist Bldg. I DqA• I Use [ ] I Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed watts Actual watts Complics(Y/N) 12928 12219 YES I Exurior Lighting [ ] I 2. Efficacy greater than 451umens/W E,X'CtYPt'ions: I SpeclaHzed lighting hightiv�Matures of historic bnildmgs-,signage>safety or s=rrity lighting; low-voltage landsrxpe lighting- Controls,Switching,and Wining [ l I 3, independent controls for each space(switch/occupamy sensor)_ Exception, Areas that mast be continwusly lighted_ [ ] I 4. Master switch at entry to hotel/motel gust room_ ( I 5. Two switches or dime=in each space to provide uWform light reductk m capability. .�icceptions: RECEIVED JAN 2 6 2004 CITY OF TWIN FALLS BUILDING DEPT. 01/20/2004 16:41 5036254187 HK ELECT ENGINEERS PAGE 03/04 OnlY One luminaire in Spurn;An occupant-stnsirig device controls tine area; I The area is a corridor,storage,rest wnt or lobby;Areas that mnst be continuously lighted; [ j 6. Photncell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] ( 7. Tandem wired one-lamp and three-lamp ballasted luminaires. I Exreptlotrs: Electronic high-frequency ballasts;Luminaires not on s=ic swil.& Section 4: Compliance Statement The proposed lighting design rePmaenfed in this document is consistent with the building plans,speCiGLa(iuns anti other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 20001ECC,Chapter 3,requiremc=in CpMeheek-EZ Version 2.5 Release i and to comply with the mandatory reVrements in the Requirements Checklist Da e Principal lighting Designer-Name Signature 01/20/2004 16:41 5036254187 HK ELECT ENGINEERS PAGE 04/04 Lighting Application `PVorloheet 2000 IECC COMcheck FZ Software Version 2.5 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Categm (ft2) (wattslft2) (B,x C) Khan 254 2.2 339 Office 520 1.5 780 Corridor,Restroom,Support Area 4297 0.8 3438 Lobby-Other 420 1 420 Classroom/Lecture Hall 1190 1.6 1888 ClassroomfLecture Hall 3136 1.6 5018 Classroomli,ecture Hail 516 1.6 826 Total Allowed Wafts— 12928 Section 2:Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ 4 of Fixture �D T.aren eD ription/Wattage Per Lamy!Ballast Fixture Fixtnma att. (D x E) TRACK 48 FT OF TRACK LTG/30 W/FT 1 48 30 1440 FS STRIP LUMIKARE/48"T8 32W/Electronic 2 3 61 183 FU UNDERCOUNTER 148"IS 32W/Electronic 1 1 32 32 F2 RECESSED TROFFER/48"T8 32W/Electronic 2 17 61 1037 F3 RECESSED TRQYYJwR/48"'1'd 32w/Electronic 3 28 93 2604 FP3 PARABOLIC TROFFER/48•n 32W/Electronio 3 8 93 744 FM ABOVE N>YKkRM/48"T8 32W/Electronic 2 2 61 122 FW WRAP AROUND/48"78 32W/Electronic 2 31 61 1991 A PENDENT/48"T8 32W/Electronic 2 66 61 4026 CF DOWN LIGHT/Triple 4-pin 32W/Electronic 1 4 35 140 Total Actual Watts= 12219 Section 3:Compliance Calculation If the Total Allomwd Watts mimes the Tor4l Actual Watts is granter than or equal to zom,the building complies. Total Allowed Watts= 12928 Total Actual Watts= 12219 Project Compliance= 709 Lighting PASSES: Design 5%better than code CONSULTING 503.222.4453 E N G I N E E R S 503.248.9263 vlmk@vlmk.com 39:f3 SW Kelly Avenue • Portland • Oregon 97239-4393 www.vlmk.com LETTER OF TRANSMITTAL TO: Nelson Building Supply DATE: July 12, 2004 ................._......._...._................................................_.._.. 1641 Highland Avenue East PROJECT: Our Savior Lutheran Church _ ----....__......____....__.._.._._...._._............_......_..........................-................ Twin Falls, Oregon 83301 Twin Falls, Idaho .................................................................................................. _.._ ATTN: Earl Nelson JOB NO: 203259 WE ARE SENDING YOU ®Attached ❑ Under separate cover via: Overnight the following Items: ® Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Copies Date No. Description 1 6/30/04 Boise Cascade Layout Shop Drawing 1 7/9/04 Boise Cascade Structural Calculations R E G V 1 10/31/03 Marked Up Foundation Plan (Sheet S1) .1 U a.. BUILDING DEPT, S THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval ® For your use ®Approved as noted ❑Submit copies for distribution ®As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Reviewed ❑(Other) ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: Bill Oyen; Architect LA - f SIGNED: Key. an • 07/00/04 16:46 FAX 208 .345 1517 BC BUDD-BOISE i0001 Works. Ruil& Crete. B ILDNG SOLUTIONS Distribution Division R E C E I V E D P.O.Bog 5797 � 384- O.r.�.., IN FAL�.c Idaho (800) 632-5138 CITY N ,@UIL DING DEPT. Out of State (800) 635.6854 Page 1 of g Date: Attention: Company: L m 'Al Tic.'r,t,� Fax: From: Steve Brown BCI / L'VL DEPARTMENT BCI -- JOIST & VERSA-LAM Message: 1 d•� WE APPRECIATE YOUR BUSINESS FEB-24-04 TUE 03 :47 PM ARCHITECT4,LA 503 231 0317 P. 03 01/21/20 .1:47 036254187 HK ELECT ENGINEERS PAGE 03/03 _.._. . FSUK T I 1 ! .b i u,po f i 4N _1L�11 P I w w 3a Y 4b G 30 1� XE� 3a� s �" .. f ! Aa.b 3b A 3d I Ar FM XE I s , I"I!!� � I � F I ( U a,b t; J Aa.b A I Ar i a,b ! ) I MULTI-PURPOSE ( Aa.b � A. .a t0.13 ) I orb l I [ A A . J I c.b i 1 ( An b n I AC ti 1 ca o r l II o o XF Eh. b a.b � 3a 3d r- XQ i 114(-11� et E3 I0 I p � ID I� LJ F2 F rJ r I , °IC., i I ACilVL ppr�' —! 1 II! QI\I�.�W� I f I ' � Fz � TR1E: MAIN FLOOR PLAN - LIGHTiNG SCALE: NTS DATE: 01/22/0 I PmEGr: Our Savior Lutheran Church �ie��r�c JOB NM 99015 Fha ! ,� a�i ��.gineer�E� ve T2C G IMm011 PMdC (Sodr{W ,r+.fJMT f.IM1 W" {M Y/7W VAC R-E2-7 454 Carriage Ln.N. /)(FMV� 0 ❑ D CIDS-MMM AS WTM Venr�or to GW r npw.S le for {;orrrv^ Cl h(c, d s1 �or co, rn net*mach on the 8hcp from �durirg this roviow do not ralieve r� o8or w`h nequi-Fmerrfs cf the drs qM si . This check is only for review of ccnfom*r;^,a with the design concept of the�and a'n's:a!compliance with the information g,wen 1n u)a contract documents. The contractor Is respon;NEu conforming and correlating all quantfUss and dimon van; selecting fahricatien processes and technigw^s of consMisfio"•;coordinating his work with that of ai!other trades; and performing his work in a safe an6 satisfa&ory manner. VLMK CONSULTING ENGINEERS (503) 222-4453 Date l o Ey as �^��-� Ark �-c--c7�►t�--� JIST-S u7•/99/U4 10:4t5 VAA ZUb 345 1517 BC 13hWD-BOISE L0()U2 ® BC CALC@ 2003 DESIGN REPORT-US Friday,July 09,200416:39 Ingle 9 1/2" BCI(&40,04.9 DI= File Name: BC CALC Project t J01 Description. Specifier: Address: Designer. Steve Brown City,State,Zip:, Comps; Boise Cascade Corporaflon Customer. Code reports: tC80 4665.NER 446 Standard Load-1QQ paT`1 S Psf OC Spacing 16' 131.1-314 567 the 11. 587![>a LJ. 85 tbs fl! 85lbs DL Totaf Hwiaontal LenA-03-0640 Genoml Data Load Summary Version: us Imperial ID D scripftrt Loan Type Ref_ Stark End Type Value OCS Dur. S Standard load Unf.Area Left oaaotG 084)SW live 100 psf 46° 140% MemtwTym. idut D t5gst te- Number of Spans: i Left Cantlever. No t:ot�ttcPs Srtmmarg Right Cantdever. No control Type Value °/d Allowable Duration load Casa Sparr Locabon Moment f386 ia4bs fiS.S°lo- 1=94 2 I-tnternat Stdpa. (?tt2 Neg.Moment 0 ft4bs Rla 10095 or,Spacing: 16° End fReacgm 662Ibs 68 6°fn 100% Z t-left Repetfti%re Yd9 T1312t Loed Deft. L/877(f).t15'} 27.4% 2 ? Cons#nxt'wn Type:Glued Live L=d Datt, tft=(C.I t'} 25-7% 2 t TiAax Des 0.118} 11.6016 2 ' l Lei t and 1 Ca psf Spy E E1em tai nra S Dead lead* 16 ps! P=dcn,Load: a psf R.=S: Duratiar►: f00 Design meets meets Code minirrtrtcrr(L124a)rcta4 toad deflection criteria. aw,i;g•meets Erode Rrir1 zII (t.' WW Live toad deIlactun Lrte[ra. IDisc}osure Desigrr meets arbitrary(11 gwdmum foal defiection criteria. The wmpleteness,and accuracy of MihiRr=tiCS[ing[BrL*h fir BD j�q Z-�$A". the inprft rriust be ve ffed by wivne a gum bearing le:V 4 for S11 is i'Vx*. 'dMwaa T*6ct ft ieuf#E9 as ErttefiedfDispla} Nariztzntat Span Ler+gttrfs}-Etear 9par1+lr2 mit7.end bearlra+V2 itrtemiediat=bearing evidanco of sulaMAYfor a VMticutarappucaa om Thil output aboard Is based upon buWru3 Bode.o,;Mpted dcrjWpfape`rb07 and analysis metto&& t►ufaWOn Of 8ofse engineered wood prad=ts.must he in atrardanc- with eia current 4nstalia6ort Guide acid tfie 4or.-6tz f t'ddina dddes. ro obtain an J"aTtafion•Guida or iT you lire any quesfi o;:M,ptease calf {=)232-==before beginning prodnat instattatlrsr. BC CAt_C&,BC FRAMER.BCI@, 20 Rim PtiQ D—'to OSB Rite goARDT�",Roza GLU AM"', vER,gA-LAW.`F_RSAI--FWV. if�E2fiJb.f�UUi PLt�, 1fERtSIk�9�'FS'RAtDTO'. VERSR'S LICe,ALLJOISTO and f IGN are trademarks of BnIsa�ascada CorpaiaQan Page 1 of 1 _ .07/08/04 16:46 FAX 208 .345 1517 BC BMDD-BOISE t6003 SC CALCO 2003 DESIGN REPORT-US Wednesday,dune30,20041333 ,s yr• �t S•'"!'1"�9:.•e�;,�✓P'v• Single i1 W8" BCI0 600-2.1 QF � � 14 ����:� C� File Name: BC CALC Project: .lob Name: Description: _. �.:-..k.. . Address: Specter. -- City,State,Zip:, Designer. Stave Brown Customer: Company: Boise Cascade Corporation Code reports: lCSO 4665,Ni=R 446. Miser �---r 5tandao toad-,100 W aG spacing 12- .•Y, V• y AL r7•. :.t •.y. .tlr t• 7 •'l �[� h.♦ .:•4'• .9•'.tn r-.•' ,.t T •':F�'.lH,t...fe.$. L.r::�:.:.yw- .•'.,y.•M�;' .�' 6o,13Ja' f3i r i�l4" am ms LL 1325 lbs LL 124 Bps DL 124 tbs OL TdW Horeonw Length-16-0"0 General Data Load Summary Version: U5 Imperial 10 Descrlption Load Type ReL Start End Type Value ocs Dur. S 6tuidard tad unf.Area Lett DO-00-CO 1F{)frW Live 100 psf 12" 100% Member Type: Joist Dead 15 W 1z' 90% Number of Spa= 1 Left Cantilave No Controls Summary Right Cantilever No Control Type Value 9b Allomblo Duration Laad Case span Loantion Bdnment 3914 fldbs 72-SS% 100% 2 1-tnten-w skw: W2 Neu,Moment 01t4bs nfa 100% QC Spacbv 12, End Reaction m tt a Sfl.7% 10M 2 1-Left �Stl ye Glued ToW Load DLft U435(0.4551 55.1% 2 1 Live Load QC& W=(Q 36ul 71.9% 2 1 Live Lowt 100 pa Sp heft. 7 45 n1a 2 Dead Load. 15 pcf f'Srtsben tda& 0 psf Notaq Duration.. 100 Design meets Code dais=(LM4M TOW toad du&&-if n Ada Diuctasure Dotn ft*a�,CMe===(t13Eq Liveioad de€imbon=&v&a_ The corrrp3ebeness and accuracy �tr�ts wb"(1)�fow dRfi r cif. the input moat be verged by anyone ft b8WjjV jeroh for al is I_W. 9 mould trty Praha ouw as t m tlf p 1 '. evidence of sairabilky fora �� ems}-Clear Span#1!2 s» Prsd l drag+14 tpte i0l13 bearing 1 � Ttlemput above Is baacst s�tx�rr 3xtt1dklg � p ante t3netysts meffiads blftvaufll of B018E mVneered wood prt CW5 Me ba In acc0113ance WMI the cmura tnaAatian cl"6e and ffae appNmf;s baud codes. •la,obtain an fnsfaif haft Guide a;'ir you tnue 2ny quest+ e,=a (800)?32-07a8 WQm t.�9innins Prcdnd irmtdbatim. f3C CALC@I BCFRAMBiA.SCIO SC RIM 13OARD-,13C•0__'aRW BOARE3—,aOME G f(hM—, VERSA4-1k%! VERSfiAM1 . VCRS"M PLLM, V RZA-MZA,IskD'1 VERSA-ST1AM,AL,t.3at5TO and AJS1"aretadernarlm of saisede S:okm Page 1 Cf 1 u1/u.a/U4 lb:4ti r'AA ZU6 345 1517 BC BHDD-BOISE tO004 BC CALC® 2003 DESIGN REPORT- US Wednesday,June 30,2D0413:31 Single 11 718" BCt® 500-2.0'OF File Name: BC CALL Project:J03 Job Name: oescrip►iom- (— Address: Specifier.- « City,Stag,T.rp:, Designer. Steve Brown Customer. Company: Boise Cascade Corporation i coda mpmts: ICBO 4665,NER 446 Miss: J f r _ Sz�Ad�1a8d.so1S Dsf 120 psf OCi 5psCtt7g 1g• L ti Ak «r so,1314" S1,i-W B.58 lbs LL WO U LL 3M Vis oL 391'lhs DL TOW Hortmntal -1649-W General Data Load Summary Version: US imperial ID Dtawiption Load Type ReL Shut End Type Value OCS Dar. S Standard Load Uff Area left 00-00-00 16419-M Live 50 psi 16. 100% M,,,ber Type: Joist Dead 15 psf 1ti 90% Number of Spans: 1 partition 20 psf 18' 100% Left Cantilever: No Rigid CantJlever No Controls Summmy Control Type Vahm °,fig Alkwable Ourafaon Load Case Span Location Slope: 01t2 Moment M75ft-lbe 91.8% 100% 2 1-Jnbemat OC Spacing: 18t' Neg.Moment 0 f-ft MN 100% Repetitive= Yes End Reaction 94S lbs 92-13% 10C% 2 1-Left C nstrUodan Type:Glued TOW Load DefL Lam(0.5313') 64.3% 2 1 t Lv�e Load Deft. U635 tP.317") '55.7% 2 1 Dead Load 15 psi max DegO.� 63.8%' 2 1 Pant w Laed: 20 psf Span I Depth 1l'a9 rift 1 ourae= 100 Notes t le4gn meets Code minimum t,7_I240)Total toad deflec6an criteria_ pisetosvre 01- completeness and accuracy of Design meets Code rrrirti Hn(l.13B0)Live load detlectmn adero- ih� must a vied D�9n meets a,b+hary,(1'Ma*rum toad daik g n cn7eria. 'nP by�1e Minimum bearing length for 90 is 1-3W. who would rely on the output as Minimum bearhV length for BI Js 1314-- evidence ofsuftability fora Enteredi Mplayed Horimtdai-Span Length(a)=Clear Span+12 min,end bearkV+12 eemtediete beating particu4 application. The output above is based upon building code-accepted design propertlos and analysis methods. Installation of 60tSE engineered wood Products must be irr accordance with the Curlgrtt Installation Guide arid the applicable building Codes, To obtain an trtstailsfton Guide or if you have any questions,please cag (eW)7.32-0785 beNre beginning product ictstattatton. BC CALC.O,BC FRAMOM,BCIO, BC RIM BOARDTu,SC OSS RIM BOAR03M.SolSE GLUtAMy, VERSA-LAM®,WRSA-(time, VERSA,-RIM PLUS, VERSA-STRAND"'. VERSA-ST UDO,ALLJOISTO and AJS M are trademarim of Boise Cascade Corporation. Page 1 of 1 + - 07/09/04 1ti_:4tf ,FAA 208 345 1517, BC B➢DD-BOISE LO005 �r aann CALCO nn GN REPORT U Y edae6day.JIMEW,2M41u...pt. Stigte fit ?'18" 8E3�2t �3r c �'r�i�t;imJob Addre� s e ' " Code= tC80 46M NER 44G Misc., r , Slsndard�oar1- t f QC__ g�r�B1a' 8i.I-T4' 382 bbs OL 38ft*L , �Fterat Date �, $tt�ttt�Sl� ""'"' U$IMPROW ID Dq i load' Ro_� 4n" 904 TywV00 aw. S Standard Wad W.Ama t�efi 00-t1E1 1&04-M fm G3 vd 1b- 100% Me,rw' YM 40M Dead 15psf 1w ' Number of Spam....:. 1 F'8zfiii;4s t 2Q pa 417 1flE % Lett CaftWe= Na Rk tGwwWenar: Na t a>YtrotS Summary Bout rot Type wake %ALDWAmble DarAm toad C=e Span Location Stope: CM2 M=ar& 37904bxa t}'F's% tam ? 4,&d=21 R: a `het End Reaction 927•ft 90.6% IOG% 2 4-Left C tctiors Type:Skred Tofai lwd Oat UMM(0.49V) 602% 2 ' 1 UM Load D A i tg7a(o. S11% 2 1 Lead; p fi :M=>N a ig 4 *11A 2 1 De2dLoatt 1!5psf Spww./DgAh 15.3 rds 1 Pmtidm Load: 20 td {ksratian: 100 Modes DiseIosuxe Design Cade dim=(U240)TaW laat�d fectfaracrdada Disrhe ca,mwer eandaccuracthOiDesqM im"m Code rtairmm(U3W)tree�dv%cbm=bwuL the input must�- and B b ar,ycure �n meeffi it M l mirn Brad ddecbon aftm y Wo�nLt ►bearirt,lez�gHifia� whawotdd rely an tha output as. Mlrrlraum bez tg ;pr132 im e'Adw=6 dfsu&lb*tz f is gatere ispFayec$Her=nfaf Span t ag{f t)=Greg Goan V2 mh end bewin9+1f2 Wwmedwke beaaity pardadar appac#kn The otsPut abaft is l'sesad upon bui6aum. codes desxp, and,anetirsis met�,ods.. lnstaliatic+n Cf B.OISE rTEdVaDod pr ucfs Must he ih . vAth the currant hr_4aUaliurt Guide and tltst appihmWe buitding eodft. To obtab- lw0aftn Wde or if you hwz--- gr.quasti=s,Pleas =11. i800232.070a Ware begislnirsg product inrn4. 8C CAL09,BC FRAMEW® 5C10, SC}7 M SOARDT1%EC OSE MM 86AAbti'i,G&aF.41LULAM-, VERS�k-1..AM,VERSA.%M, Vt�9A-RSA PLUSO VERSA-5rRRND' VERSA-- TUCK,ALLJGISTQ�and AJSI"are W dematlts of Boise gasaade Corp©ad on. Pagel Of 1 07/U/04 16:47 FAX 208 345 1517 BC BMDD-BOISE 16006 BC CALF®20t73 DESIGN REPORT_ US Wednesday,June 30,200410:49 Single 11 7/8" BCt® 900�2.1.DF �� File Name_ 6C CALC Project:J05 Job Name: [Description, Address: specMe: City,State,ZIP:, • Designer Steve ern'xn Ci.SLomer Company. Boise Cascade Corporation w►-z�'~ coc[aroportsz 1CB0 46eS,NER 446 ➢Uli= 7i .,. .:{.:.T. t•S• .tee 'r 1c t. 't. .ti f_ �•` f=tns LL 1023 tbs LL 123 tbs DL 128 tba DL 'Fatal HaKmrdat Length_1 eO4- s Genera!Data Load Summary Ver5i= US imperial ➢D Descdpblon Lead Type Rd dart End Type Value *CS 0". S Standard Loaf! Unf.Area Left 0GQ0-00 16-04 06 Live 125 psf 17 irm Membet Type, Joist Geed 15 psf 12" am Number of Spam 1 Left Cantilever. NO CotCftofti ftrnmary RVit Cat mer: No CORMI Type. Vmdua AROVA0 0 Durarief Load Case. Span LncMon Morner t 46M f 4bs 56.7% 1Cnc?. 2 1-trAmr4d Slope 0112 OC spac inLr 12, �Reach'a n 1146 ft SS:r - i(M% 2 1.Left Repetitive: Yee Total toad DeS 11497(039(s"} 48. % 2 1 CamIniction Type.hued ' t i &lead nra. LF,%Maw, tk7% 2 1 uve t 125 paf M=DeL 0-3� :aaA% 2 1 Dead toad 15 pet Span 1 Dwh 11316 n!e # Partfion Load: 0 psf Cautions ouratiorr. 100 Web softeners nUlt4re6 at bearing Sa scsosur8 Web stii4�eners t mAved at taear uvg�3. The I'll t and arzaracY.ot' Nobel the input must be ventieci by anyone p�meets Code mmimum( ToW foal vdto yv4trid rety on the ovVtA as defl=h=. ri im-. eYidn of srlRaMIIty tot a 4esr�grr rrr8eto Code rtrinirnum(t.1360)i.iv>r lead defier�rr crilsris. pw=lar appFCabm. 71*output DeWgn meets attrkrery(t`)1Ulaximum ioa36 de?tectiasr rxtlaria_ ,V=m is based upan btritdrs Vinimurn bears length*SO is 1-314", c aepted'dasig7t properties Minimum bearl:V for 51 iS 1314% �11aty31S rf19�lOC{8. 1T1' to GTl Erfti{ed Hariwstal Span LenO(s)=Clear Spay 112min.end beadna+112 inkrnedkda beeft QfBQiS�engineered waCd pmdticts must 0.--in'accordawe +with the cunent trsA{taban Guida t3rad the app5wbic bvitdmg code's. To c MJ is an ktiatiatirns Chide of If you- an>F4 �,121 {8W}2332.0788 Ix�Fas,er beaming product instaitattan. ' l3a t:ALCtk BC.PRAMERS@ BCIGI SC RID&aaARCAU,BC OW RIM ROARD;A 13otSE GLULAMT+; VERSA-L AMO,VERSA-RIM. tfERSAZTUE0,Lct_L1016TO!mid AJiF —are vado�ail" Boise Cascade Corpatatb= pve I of I 07/0-9/04 16:47 FAX 2,08 345 1517_ BC BMDD-BOISE U 007 w BC C Wednesday,June 30,200410:42' i�LCA 200� DESIGN REPORT-US I E, -di�` U yr s �- Single 11 7/8" SCIG 900-2.1 DF File Name: 5C CALC Projoct:J05 Job Name: Description: Address: Specifier: City.State,Zip:. Designer: 'Steve Brown Customer: Company: Boise Cascade Corporation Code reports IC90 4665,NER 446 Ml= tt � Sl=dard t.nsd-t0e psf)16 pst QC SP=-V US* _J It. l Tb5 10M•IDS LL 164bs DL 164 lbs DE. Tow Hwiz�Lgth.16z4•06 General Data Load.Summary Verstom us trr mw tD flesarlptlon Load Type Rd- Start End type v9tte ACS Dur. 6 SWsxWd Load Unf.Ares Left 00-0C= 164 X436 Live 1i70pGf f6- 1tE1S6 Merr$oer'I'ype: ,foist Dead tS pa its 9fl% Nfcanber of Suns: 4 Let'Comfilwmr: No ContTCftSww=rr RQht CwM1wMr. t b Cmt ml Type 'value %Aflumable Duratl m lu3i sra SPIt toeaft" Moment smft->bs ZZIM lam 2 1-Intemat tl n Nflv�.MeIpent off-1 m rA& 1DD95 of'-spacing-, le and4zaact= 4265bs '8t3o% 2 I—taft Rm Yes TotW toad Dell. i:l`46 3 t.0,424j Si 89ii 2 4 Goa rtTWe,Gliaed lhml..tWdDett' Lim�0� G7s% 1 mom Daft, DA24' 42.4% 2 P-1 w(t � Spartf C)r }NrWm#. {lpst Motes owalSaw. 1GO VesNmowft T.Mll9addeReg"On4ctit ter, # JQsut� Design' Cod it* T compietertess and aeaaracy of nesan meeta load'd en-kiie. -Wmj,=bearing{gkh fcw 80 is i3fd'. tine atf tia3sf fx+vttifti'ri#y anyC Minims bean kmgth tbr•B#is I-T4". vibo would.n4y on the ofl t as ispfay #dssti�rtfai Span L z�=CWT 45pan+fif2 mirz end bcari W+1 J?jgemmdatj-.bwmq e�of%AObility for a above is based cfpon bugdiinB code-accWtW d=jgn pupalim and analysis asaihW& lmt om of MZE oiginecmd wood $rc dwts mug to in accmdan ge with the wrrerl IriEdmilation Guide acid the applicable buldit codes_ To abiain an ULstailatioa Ouida or if 3pN,G7aY�a�'.4�fOtl$jaFedse'� {8W)232-0768 before bsStrtrting product irif8lfation, g�,m4m SC FRAMERE.BM 80 MM 80ARDTI,8C OSS RIM BOARn mr,BOISE CL't![AMM, VERSA-LAMO,VERSA-RTMO, VERSA-RIM PLUS®, VERSA-STRAND'u, �fETiSP+S'TtJ�,Ai.Gf415T�artd Ais-we't?i�tt wa m of 1101se Corp Page I of I 07/09/04 16:47 ,FAX 208 345_1517 BC BMDD-BOISE QI008 BC CALC®2003 DESIGN REPORT-US Wednesday_JUM SO,2f)04 OOZ3 OFF;cc_ Single 11 718- BC10900-7.1 DF Fla Nww. sc CALC€r led JM � � �r��'�•�:-�" Job Name: ; Ad&e= Specifier. city,swel zip;I . Designer: Steve Brown custz"r_ Company: [9oiseCarscmdeCorpor?ion cone repara tC5Q 4W5.NER 446 Mist: "Z sta�aai toed-so v�r;zs pnf 20 puf Qc spaciTu 709 Ibs LL 709 the LL 497 Gas DL 47 ibs DL Trrial HorfZotltat Lengtft-71-03,06 General Data Load Summary Verslutr us hrr;ww 11Y Descrtpa= Load Type ReL SUn End Type Vattze OCS D9r. S Standard Load Urr€.Area Left 0400-W 2103-06 Live 50 psf 16' 1W/0 Member T Joist Dead 15 psf 16" W% Number of 6parra: 1 Partition 20 psf IT IW% Left Cantilever_ No RightCarrtrlever. No controls Summary Cgnt rni Type Vattte •Iro AtIombte Duradon Load Cam Span Liman slope 0112 Momem 6416 R-lbs 77.6% 100% 2 1-btenrai OC Spacing: 16` Neg.Women% 0 it-ihs nra 100% Repefifiv^- Yes End Reaction 1206 fbs 84.6% 10'% 2 1-Left Consfructlon Type:Glued To=Load Deft. LI.i0t3(a 83s) 78.5% 2 1 Live Load Deft. LMO(0.4S1") $9.3% 2 1 Live Load: 5Q CsF Marc Deft. 0.835" $3.5% 2 1 Dead Load: is psi Span/Depth 21.5 nla 1 t'al bffm;L a3t 20 gsf Duration; 100 Notes Disdosurc Design meet,Coda a irdrn an(Lt240)Total toad deflection=&Ai& Design accuracy of 9n maets�Code minimum(LAW)Uvo fond daAwtiorl erbria. The com the input mu and anyone Design meets a,bih.y 01 Ma'i*n=toad de�ion c ilnria. Minimwn bearing tengtb for W-ca wtio would rely on the outprst as %Hnwm bearing Length for 61 fs I-Wf evidence of suitat dy for a EnteredUnplayed HorizcnW Span Length(s)=Clear Span+12 man,end bearing+1I2 kteralarate bearing parf Aar application. The output above is based upon burlciing code-a�ptpd design pcn¢ertie9 and analysis mettmt& Installation of BOISE engineered.wmd proaxts must be in accardanoe with the current Installation Guide and the applicable building codes. To obtain an Indafiation Guide or T you have any questions.ptaase call (s()Q232-0788 before beginning product instaltat m BC CAL..CS,SC FRAMER,BC[e, BC RIM-BQARDTv,BC OSB RIM SOARDTm.BOISE GLULAMTu, VERSA-LAMS VERSA RtMA VERSXRW FLUSO, VERSA-STRAND'", VERs,"-r 1DQ,ALFJOISTS and Ajs-are tradanarks of Boise Cascade Cownit om. Page 1 of 1 I ___J I tJLLUW M \ SIMPSON 'ITT211.88' I 8 TOP FLANGE HANGER 0 n S2 EACH SIDE OF BEAM I ,Z I TYPICAL, U.O.N. � 9 d- S2 5 1 8x15 GLB 5 1/8x15 GLB 5 1/8x15 GLB 5 1 x15 GLB 5 1/8x15 G B s 0 10 10 S2 SIM. 11-� S2 c= SIM. I . ` Cl 11 7/8" TJI PRO 150 -j -1 AT 16" O.C. I � � I 0 M \ 9 TYP. 6 TYP. ' S2 S2 3 I BEONCRETE LOW TYP ALL In � ,I --------- 1. -----iT==]HDR.--------------- E--TI k - ------------ -- ----------- - -- - - , �. l• � I I I ' —2' n IIII 5 I 1 -2'-0" OI I T.O. g' IIII i T.O.Ftg. I IIII ' I 7 8" TJI/PRO 1 I111 i i 1 1 O Z TYPICA Ii iI AT 16" O.C. BEARING WALL 5U.O.N. OI T.O.FtgL I I BELOW, TYPICAL III S2 I I I I IIII I lO I A Z� A I �i1 - ' --- BEARING AND SHEARWALL T.O.Ftg. (14P. BELOW g BEARING AND SHEARWALL = ; BELOW i 1 11 0 15 I i _ AT 12" O.C. --------- --_--------- ------------------- ______ I __________ __. L--- --- -_----_-- -------------------- - I T n,C O" TYPLCABEAIRi ,L. )TE 2. SIM. ; ... .y. S2 WALL ' 1 S2 YP. BELOW TAIL S2 11 7 8" TJI/P ' py I ' AT 12" O.C. I 1 I I I I I z I I I I ( 1 ----------------------- --------- -=_7HDR.�=== ___ _____-__-_-______-__-__---__--� --------------------------------- -- ---- ------------------- - -- -- ------------- ------- � - I - -2 -0" 4P. TYPICAL , T.O.Ftg. BEARING (1 WALL i I ' BELOW I ' I" P R 0 15 I OR NOTED S2 I AT 12 O.C. W7_ 1 ' TYP. ; -2,-0„ kB NG AND I _ ' WALL ' I RWALL , I T.O.Ft ' A g' ' 2------------------- HDR.rCK BASE. T =_= _� -•- �_ ----- ----- ---- --------� r-� �_� ---- I _ I S2 -2'-0" ' I 5 'TYP. T.O.Ftg. i i S2 I I I ' I BEARING AN /� TYPICAL BEARING 1 1 _SHEAR.WALL ' I� ' BELOW -Ira+ ' —T{ WALL BELOW OI , I I I 1 11 7/8" TJI/PRO .1 s0 I I I i I AT 16" O.C. � S5 I L - --------------------- L----2--- �IIIi IIIi O -------- --- - � 1IiI II�I jj [Jjn P ---- --------------------- --- ------------------- ------------- ------------------� - 0 -2 T.O.Ftg. G)yP. r _, _ 12 T.O TYPICAL I ■ I I ■ I S2 TYF U.O.N. OL SIM. U.0 RECEIVED 4" CONCRETE SLAB WITH #4 AT 24" O.C. EACH WAY JUL 1 � OVER 6" COMPACTED CRUSHED ROCK C N FALLS 13UIIL F DIN G DEPT. rA-'N\ FOUNDATION PLAN S I 1/8" = 1'-0" REVISIONS: BY: IMPORTANT BOISE CASCADE HAS PREPARED THIS JOIST PLACEMENT PLAN EXCLUSIVELY FOR BCI JOIST&VERSA-LAM LVL DEALERS. THIS PLAN CONSIDERS THE USE OF BOISE CASCADE BCI a been evewedanshav3 approved JOIST,VERSA-LAM, LAMINATED VENEER LUMBER ONLY IN THE BUILDING SYSTEM. xGx AICorstructionSubject BOISE CASCADE WILL ACCEPT NO RESPONSIBILITY FOR ta*rxgM to rLid Inspection THE PREFORMANCE OF ANY PRODUCT SUBSTITUTED AND/OR MANUFACTURED BY OTHERS. DM 7�-- „" 1 st Floor Framing Schedule- Nominalized I-_ Zwo EEMark'Qty Description Length 2W w � J LL 1 98 9 1/2"BCI®400-1.9 DF 25'0" O Q w 2 40 9 1/2"BCI®400-1.9 DF 18'0" Z Q m 11 i 3 18 11 7/8"BCI®400-1.9 DF 10'0" uJ Z 4 33 11 7/8"BCI®400-1.9 DF 9101, FLOOR 1 5 3 11 7/8"BCI®400-1.9 DF 8'0" 6 56 11 7/8"BCI®500-2.0 DF 17'0" 7 37 11 7/8"BCI®900-2.1 DF 22'0" c �asll° 8 26 11 7/8"BCI®900-2.1 DF 17'0" w a 9 2 11 7/8"BCI®900-2.1 DF 4'0" 0 M'2 10 1 1 3/4"x 11 7/8"VERSA-LAM®2800 DF 5'0" y (L) 0 (1) ol w v w c «sill° 1 11 BLK 9 1/2"BCI®400-1.9 DF 194'0" 3 0•� m 12 BLK 11 7/8"BCI®400-1.9 DF 83'0" Z_-00!�-00 m TM E U h 13 TL 1 1/8"x 11 7/8"BC OSB RIM BOARD 18'0" ,� c o < cmt6m 0 a0i ua� Z� IV"PI 11 OmCL 1 st Floor Q �o.LD _111illill Accessory Schedule 0) Y a.rx n Mark Qty Manufacturer Product Description `_' "x H1 112 Simpson Strong-Tie Inc. ITT2.06/11.88 2 x 11-7/8 Top Flange o-v;- d'in-v c c H2 34 Simpson Strong-Tie Inc. ITT211.88 1-1/2 x 11-7/8 BC I®Top Flange c -,o w m in- H3 178 Simpson Strong-Tie Inc. ITT29.5 1-1/2 x 9-1/2 BCI®Top Flange Q v z E H4 130 Simpson Strong-Tie Inc. ITT411.88 3-1/2 x 11-7/8 BCI®Top Flange o w v.S 3 0— mrnmm mo `0 DDITIo�I �=A(�t�t� ❑ eror�a.r 5 3 a t �ectm rr�oowectloKe�extno f0 CL L 1�GS rzc—mil 4(z c� v.roorr �Ek ror ya+«mmcedlis In c a0 cc withwn Z of 1.� �ie.TNe d,..k pros anPy Iw reNewd 9enerel 9"�nce wiTh dre tlw g Ili'h 9 aritl co ell titles eM 6renvnn Wnbacl dodiments Th.amlreclo Is resamalble ror m,—in I. nelalfn9 saQ"aBSn Gues r 'i selecting rMalbn pp .-xM'achni ronatn Ilan,ccordnaon9 Ms work wi1Y d.:t r,v ell olM, ac ii raan and perlot 11r;his work In a are anU VLMK CONS. Tl•'r<''^ !D1S, Z Design loads floor: Design loads Storage Design loads Corridors 50 psf Live Load o 125 psf Live Load 100 psf Live Load 15 psf Dead Load o 15 psf Dead Load 15 psf Dead Load 20 psf Partition Load 140 psf Total Load 115 psf Total Load g5 psf Total Load Z UJ m p J RECEIVED NOTES: JUL 13 2004 t;ITY OF TWIN FALL^ 1st Floor Plan View 1. REFER TO BOISE CASCADE INSTALLATION GUIDE. 1U1L1 111,DF-T 1/8" = V-0" 2.CONTRACTOR TO VERIFY ALL LENGTHS,QUANTITIES BC FRAMER® 002 AND DIMENSIONS SHOWN ON THIS PLACEMENT PLAN. SCALE: N.T.S. 3.TRANSFER LOADS TO FOUNDATION SEE DETAIL F08. DATE: 6/30/ 4.BCI BLOCKING REQUIRED BELOW ALL BEARING WALLS, BY: Steve B. FILE: 04-087-AL DWG: 1 of 1 SHEET: 1 /1 / � 7 24+00 \\ 25+00 FILER AVENUE EAST 26+00 N 88'46'40" E 27+00 28+00 EP EP EPhavo 12' W 12„ W p EP Binding Plans zpp 12" W 12' W EP Ep — reviews — N M 12" • 12" W 444.34' M Construction Sub}!ct to Field Inspection - - - - - - � I - - - - - - - - - - - _ 3U 10 11 PUE 1 3 � — — — — — — — — — — — — — pv N,� — — � � i• � Deu 2', ��04-- II N o w E II s —1 ii I 30 15 0 30 60 — — — — — — 3 '_ p-•Nu PARK1•NG"SIGN I SCALE IN FEET sue- NT5 d 45 18,rvir 18�' Fire�q'� 4 nce.li• I Cprf�eC�iO� 9r I �n 'rtie s rtnKler System I 3 N spa W.� /I P n only o17 �JI O04 1 5 PfPq 41 �EU e ? NEW BUILDING ,y�t C�nrxcte �ac� — ,,�,pppp p'�P' SHADED AREA IS PROPOSED 2" PLANTMIX Z •I• ON 6- OF 3/4" MINUS GRAVEL I W r � Z_ +- 3 LAJ zo' zs' M a bcr „C NO I � s' ������ �lcressi6le row�e re u;rbWe4 o MIR St` , �✓' i Curb ramps wiw�s musf haoe a sPo� I I a io greo{er{�IaM r.rz • I Si&wJko' -- an &4e-e55 b& ✓ou�e 1-4 mccq hauc a direr'ic>1al slope no + --_ rdm tti" I:20 Lumd' 5 oa- Icv ark-arior doors I I rhu h"e a lle+or_ 00 bpi I�48 �or a d;s6-0- o 10' zs' 44 -bke d i re r f;o-n W fi'.d- 37' OUR SAVIOR LUTHERN URCH W P 3 I PAVING AND PARKING PLAN FEB., 2004 io' ti ti I RECEIVED FEB 2 5 2 -- - -- - - -- - J_.— --\L) SS— _ -- —. — — — N•— C BUILDINGrry IDEPT. c- ----—- (8 S>-- c� — — — NOTES: ADD 3700' TO SPOT ELEVATIONS TO ACHIEVE CITY OF TWIN FALLS ELEVATION DATUM. +i N - GnLE ~ STA. 15+00.00 CARRIAGE LN. N.= — — — — — — — — _ _ w E \�; STA.REFERENCE PIN C — — STA. 23+11.85 FILER AVE. E. REFERENCE POINT L FILER AVENUE-EAST - S 86'46'40" E r \ �\ 1 rl . -� -- - a-3 - ---- - — _— ------ -- - --- - - _ --- I -- - S .\ 30 15 0 30 60 a•w ,a'w ,r w Ir w Ir o Ir•w Ir w ,r w Ir w Ir �a'w Ir w Ir w N N N "� SCALE IN FEET -----_.._--------.-- _.. ---------- � ------------- Cal W \ - 1� __ SITE NOTES z �D o // r4 L�1�2 - _ 1 ALL CURB DIMENSIONS ARE TO THE FACE OF CURB. a z +451 3940' RT. pp 1�\ I \ o I 25' 20 _. I z 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. RE cq , 3. ALL SITE CURBS ARE VERTICAL CURBS, SEE DETAIL 7/6. z .a•7 a � �1 w d a O I �•�.'P' �\\\'\.V { { � I I I 4. ALL PARKING STALL MARKINGS, OTHER THAN PAINTED �' d co°J B +9 t.i 394.0' RT. a L+ o +84.1 446.0' RT. HANDICAPPED SYMBOLS, SHALL BE 4" (WHITE) STRIPES. w z — _ 3 r I I w c1 i � s II '.Itiy I'll:\tiE 11 FUTURE BLDG. U I I N-63'ii +64.1, 466. RT. I W - FON I)I:A I':LUI'I?ItS ENVELOPE. b�' I S.G. EL. 3730.00 _ .y _ 1GIJ:E\I N t Q' 237' ._ I m x 1z 4 I I KEY NOTES: a I INS TALL 3-3 PIPE SLEEVES. 3 SLEEVES SHALL BE SCHEDULE 40 F o 0 IQ 3 q 4 I Q PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL w u, - III _ b9 24' ,il 20' 24' ''^ 3 ._ I I 6/6 (INCIULNIAL 7U UIHLR ALMS) I— ` 1 I Q INSTALL HANDICAP SIGN, SEE DETAIL 5/6. (INCIDENTAL TO a N N - o o I. OTHER ITEMS) a 9 I`..yl I 5 ;II ,g ° --- vi d ---- - �21 I ®CONSTRUCT HANDICAPPED RAMP, SEE DETAIL 4/6. o I I wM O 133 R<*.d l a"� brl. "`�a\ TYP. InO -{" .. ly, LANDsrAPING C��l•)E P-E QUrRE MENTS I_ O 'I cC ff I -""•a +64.1 �466.0' RT.I li I I 5/5'X.5-�'= R6,pan sr'of.ends�Qp�iy. o w o _ 11 ,o A z I i 51 69 $ W 1 Ik I{ = �� I = SY frees, Z7 t �elyens 5 m a I .268 Bus/us /3N*e✓er�/eens w o 2 I II m EDUCATION WING TYP. r1102 0 H'• j N F.F. EL. 3731.00 3 WILDROSE LOOP 0 I O S.G. EL. 3730.00 ? .. JQ•2Q, 5' 22' PII:A 1? I _ i I ■oLu U z I ..1 'f U 29' ;I - _ _ -- --__- -:/fie. I I IZ'i O z j IF. N ¢f5 I ? . wl • 37' 1�, I �'62'I �o 1 , I' I E- z L4 I >+ — —�—r--� -- U W _ I I I I o V I R/0• 6 r• _ p R10' C~/1 TMI' FIN[�PAA<'� �.ti Icy "./`�� - �;'�. •. 9 P, 24' N ----------- F01 UI ;h'ti I {{ ------- -- I + i L� 10, 10 0 TAALfNW ?C06soo" ov\ Perrnl} Q�o�S°s E"fN�a Ititi i 9 I I I 8 4�8 x o TYP. �O 126' � I I I ,t.NF of J I DESIGNED /� o I III'' RT \ ge X�—._.—__._— —X �.--_ _---.\\ RHC " XZ_ t I DESIGN CHECKED p +31.2 249.5 RT. I . DLR cm) x l•'C; I DETAILED - - I �p --_-__I �I I DRAWING CHECKED X4 XQ _ ,_--- _--_._ I I DLR & RHC CEDAR RIDGE ROAD - J 1L/J 1(!0 j �i I------- II I I FILE NAME Ib l� Ig !14 I� I� 14 1 6r l`b- l$ .i I 444-05.dwg 5/8" IRON PIN p" =-- ���... '1 DRAWING DATE REFERENCE POINT _- -- -- — -_-_ ._ -- -.�__�-----=-�.rr..`�.a�..--. 07/01 STA. 9+48.00 I - �.. =_,K s —_ is - - - - - - - - ALE _ _ _ _ _ _ _ _ _ _ _ _ _ DRAWING SC AS SHOWN -_\+ .�$1S' SHEET 5 OF 7 vwu I A. 15+0 . \ IAC�LN. N. REMOVE EXIST. PIPE \\3'_ STA. 233_11.8 LER AVE. E. CULVERT. INSTALL 34v 12' CMP / \� ., STORMDR�U+PIPE. ` /`-g{''\y �� 5T8" IRON PIN REFERENCE POINT \� S A. 28+63.85 FILER AVE. E. AVENUE EAST 26+00 N 88'46'40" E 27+0(r 2 '1 1 a W 1r W 1r W 1r 1 1>o N N tY W� 1Y W 1r�O u. Irtmr 1 2" IRON PIN REFER ---------------------- 'T CARRIAGE LN. X _.__. STA. 14+95.00 CARRIAGE POI f I \ _ PERRINE COULEE 2 Z D cp EXISTING 40' PRESCRIPTIVE z EASEMENT FOR INTENANCE W I �II I! I I�°I• I AND CONSTRUCT. W A U00 MI i I. p•- I .:_. ... .. .. . . I OVERFLOW DRAINAGE SWALE. z a 20' 25' 20' In PHASE 1. SEE DETAIL 6/7. W y I ^4 '+ I G % I W �t I I I I TA O z W C�2 I i PHASE [I FUTURE BLDG. I I - I I W ————————————— —1 F I FOR DEVELOPER'~ ENVELOPE. AGREEMENT S.G. EL. 3730.00. I � I 0' 40' 451 I N LI I I W E I 3730 I z W p Y� . :.W _ 2." 20 20' z4 I 20' 0- t I I I s o I' 8 ._.. ,,. _ �d z o r , I I I 3740 30 15 0 30 60 a K LL I ~ N I -3740 I I SCALE IN FEET o In z GpUi I 11 o o O I ...._.... ., - / b0 I 3 .0 oc I C I 1 o N --- - --- J z I I I I ;s. I v~i I 1 chi a EDUCATION WING 4 �o- I 1 a c I F.F. EL. 3731.00 ".'. I I c _ WILDROSE LOOP I S.G. EL 3730.00 -"-T' " PHASE. I c Y e I I FOR DEVELOPER'~ 20' 24' AGREEMENT i I I (� � z �'F'. i W I c JaJ �o• ------ 1 � U z I , I 3730 O z I I I ?o• 1 r�' / �', I xao a i I a �0 1 /� J... 1 I Z N Q J� I I Eti L) x A V a � I I n INSTALL 338 LF. 8" CMP I I R E C E I V E a E STORMDRAIN PIPE. I I MAR 0 1 200h (1'" rn z CONSTRUCT DRAINAGE SWALE I c) Q o �� •�ay O -0.40X, SEE DETAIL 3/7, all, mowo'DEaT. F 04 . -- -. -- PlLks'E III ---- --- I17, / 'I'% FOR DEVELOPER'S RECEIVED O AG tEENIEXT INSTALL 20 LF. 24" CMP I / STORMDRAIN PIPE. I 10' s' '-1, I JAN 2 7 2004 or+Al E STA. 9+90, 43.5' RT. CONST. 1 I 37 � IYOFINFALLS O BUILDING STD. IRRIGATI Qp°E -toL TZE-gofW4t { TOP EL. 30.40 S. INV. 27.00 I I + •• 0� I I x 8 .78 x W. INV. 27.23 I I f / `•"1` Al I E. tNV. 28.36 I I .. J�J Qc I + INSTALL 12 LF. 12' CMP I MI c _ �+ I 1 a'\' G t G i STORMDRAIN PIPE. I �+ L� I NOTES: ADD 3700' TO SPOT ELEVATIONS TO ACHIEV CITY OF DESIGNED 1 t I I I I FALLS ELEVATION DATUM. RHC & MKA TWIN F �O. POND 1 I DESIGN CHECKED -.STORMWATER RETENTION AREA EXCAVATION SHALL BE PAID FOR ON A LUMF SUM BASIS. DLR & RHC 1 BOTTOM EL. 3724.D0. I EMBANKMENT IS INCIDENTAL TO EXCAVATION. DETAILED STRIPPING: 4000 CY N EMBANKMENT CEDAR RIDGE ROAD I I `ti I VAS DRAWING CHECKED ` } a FUTURE 8 SEWER LINE I I EMBANKMENT: MBA KEXCAVAT ENT:160100000 CCY DLR & MKA INSTALL 41.36 LF. - --.--'--------------------- --L-� N O 0.40 TO BE INSTALLED THESE ARE ESTIMATED QUANTRIES ONLY. EX AVATION FILE NAME ` -"' --- - N_- - _ TIME OIF FUTURE BLDG. J AND EMBANKMENT DATA IS AVAILABLE FOR REVIEW AT 444-04.dw 24" CM(' STORMDRAIN N "'— 9" ————— __ _ _ -------------- - ---- 1 THE ENGINEER'S OFFICE. DRAWING DATE — — _ _ _ - _ -..� _ _ 08 01 --- - STA. 9+48.64 - - - - _ _ 1 DRAWING SCALE 5/8" ION PIN REFER CE NT I INV. 27.70 � '� — — -- _ _ _ _ STh: 9+4$.00 CARR 6E N. I i * 1 J SHEET SHOWN4 OF 7 OUR SAVIOR LUTHERAN CHURCH PHASE 1 464 CARRIAGE LANE NORTH TWIN FALLS, IDAHO PERMIT REVIEW SET 1/16/04 REpEIVED 1AN 2 6 2004 CRY OF 1NGI OEPTIS BUILD ■ ■ ■■ , ■■ ■ ■ ■■ , ■ ' . ' ■ :■ PROJECT TEAM GENERAL NOTES CODE SUMMARY VICINITY MAP _ r, INDEX OF DRAWINGS ARCHITECT PART 1:GENERAL COVER SHEET 1. ALL WORK OF THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE 7. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE •Project Location: ARCHITECT•LA BUILDING CODES,AND COMPLY WITH ALL GOVERNING LAWS,CODES, FIRE-STOPPED.WHERE PIPES OR CONDUITS PASS THROUGH FIRE-RATED •Buildng area:8024 sq.tt.(gross) ARCHITECTURAL DRAWINGS 805 S.E.SHERMAN ST. ORDINANCES,RULES AND REGULATIONS OF THE CITY,COUNTY,STATE AND WALLS OR FLOORS,SEAL PENETRATIONS WITH APPROVED FIRE SEALANT. •Build ing Perimeter.3B7 ft. 316 t.F PORTLAND,OR 97214-4666 FEDERAL JURISDICTIONS IN WHICH THE PROJECT IS LOCATED.THE •Fire separations to property lines or center of public ways North:150' Al SITE PLAN,DETAILS CONTACT:LARRY ABELL CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY REQUIREMENTS 8. VERIFY SIZE AND LOCATIONS,AND PROVIDE ALL OPENINGS THROUGH East:392' A2 FLOOR PLAN THE CONTRACT DOCUMENTS WHICH CONFLICT WITH ANY SUCH REGULATIONS FLOORS AND WALLS,FURRING,ANCHORS,INSERTS AND BACKING FOR A3 SCHEDULES FAX: 03-23 OF WHICH HE IS AWARE BEFORE CONTINUING WITH THE WORK INVOLVED. SURFACE MOUNTED ITEMS. South:240' FALLS AVE.E. A4 ROOF PLAN,DETAILS FAX:503-231-0317 West;90' 2. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT 9. REPETATIVE ITEMS MAY BE SHOWN ONLY ONCE AND SHALL BE A5 REFLECTED CEILING PLAN CIVIL ENGINEER DOCUMENTS AND SHALL REPORT TO THE ARCHITECT ANY ERROR, COMPLETELY PROVIDED AS IF DRAWN IN FULL. PART 2:USE GROUPS AND OCCUPANCY A6 EXTERIOR ELEVATIONS RIEINCONSISTENCY OR OMISSION THAT MAY BE DISCOVERED BEFORE COMMENCING •Occupancy Classifications:(Section 303) A7 BUILDING SECTIONS 202 FALLS AVENUE ENGINEERING,LLC WITH THAT PORTION OF THE WORK INVOLVED. 10.PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND A-3:Church,(303.1) AS BUILDING SECTIONS 02 FALLS ELECTRICAL WORK IN ALL FINISHED SPACES. Offices:B(304) A9 ENLARGED PLANS TWIN FALLS,ID 83301 3. PRIOR TO COMMENCEMENT OF THE WORK,THE CONTRACTOR SHALL VISIT THE Classrooms:A3(note 1) SITE OF THE PROPOSED WORK AND CAREFULLY EXAMINE THE EXISTING 11.ALL DOORS NOT LOCATED BY DIMENSIONS ON THE PLANS,INTERIOR •Incidental Use Areas: �+ INT ELEVATIONS CONTACT: CONDITIONS,WHETHER OR NOT SHOWN ON THE DRAWINGS,BY SIGNING THE ELEVATIONS OR DETAILS SHALL BE 3•FROM FACE OF STUD TO THE EDGE Storage over 100 ssqq.ft. Basement stolage�room) n �5 A10 DETAILS FAX: 3-2448 CONTRACTOR SHALL WAIVE HIS RIGHTS TO EXTRA COMPENSATION FOR OF DOOR OPENING OR CENTERED B M PARTITIONS AS SHOWN Separation required: r. 5W^^'{7trn SyS �n I feu a FAX: CONDITIONS WHICH COULD HAVE BEEN AVOIDED BY A CAREFUL VISUAL •Accessory Use Areas:separetion not required(Clots 2) > EXAMINATION OF THE EXISTING CONDITIONS. POST MAXIMUM OCCUPANT LOAD SIGNS IN F716.2.2 OMS WITH AN •Occupancy Separations:(Table 302.3.3)None required in this building, m STRUCTURAL ENGINEER OCCUPANCY LOAD GREATER THAN 50 WITHXED SEATING. o 4. THE DRAWINGS ARE GENERALLY DIAGRAMATIC.THEY DO NOT NECESSARILY PART 3:TYPES OF CONSTRUCTION z STRUCTURAL DRAWINGS VLMK CONSULTING ENGINEERS SHOW EVERY OFFSET,BEND,OR ELBOW REQUIRED FOR SUCH THINGS AS 13.PR IN CONCEALED •Type VB,w/sprinklers(occupant load greater than 300) FILER AVE.E. ? 3933 SW KELLY AVE. MECHANICAL DUCTS,ELECTRICAL CONDUITS OR PLUMBING,FOR INSTALLATION SPACES OF STUD WALLS SAND PARTITIONS,INCLUDING FURRED SPACES, SO SPECIAL INSPECTIONS,NOTE PORTLAND,OR 97201 IN THE SPACE PROVIDED.ALL LOCATIONS FOR MECHANICAL AND ELECTRICAL AT THE CEILING AND,FLOOR LEVELS AT 10 FT.MAX.INTERVALS BOTH PART 4:BUILDING HEIGHTS AND AREAS wcH�AwN DR. S1 FOUNDATION PLAN WORK SHALL BE CAREFULLY CHECKED AND COORDINATED WITH THE HORIZONTAL AND VERTICAL. •Allowable area: S2 FOUNDATION DETAILS CONTACT:KEVIN KAPLAN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND WITH ACTUAL OR EXISTING Aa=At+(Atlf/100)+(Atls/100) 503-222-4463 CONDITIONS. At=6000 m SITE S3 ROOF FRAMING PLAN FAX:503-2489263 If=too(1-0.25)(1)=75% n S4 ROOF FRAMING DETAILS S. DO NOT RELY ON DIMENSIONS SCALED FROM DRAWINGS. Is=300% y MECHANICAL ENGINEER Aa=6000+4500+18000=28,500 sq.ft. HEYBURN AVE E n 6. DIMENSIONS SHOWN ARE TYPICALLY TO FACE OF STUD,CONCRETE OR MASONRY •Actual building area:8024 sq.ft. o MECHANICAL DRAWINGS McCANN ENGINEERING UNLESS OTHERWISE INDICATED. •Allowable height:1 story,40 ft. v 1335 NW 23RD AVE.SUITE 100 •Actual height: 1 story w/basement,32 ft. v M1 PLUMBING FLOOR PLAN M2 HVAC FLOOR PLAN PORTLAND,OR 97210 PART 5:PLUMBING FACILITIES z M3 DETAILS&SCHEDULES CONTACT: ANDY McCANN �-Plumbing Fixtures Requi�d(tabled 290�.1 ) �z/ FAX:503-243-2448 M n:1a we per,11508 2;1 lav per 200=2 1O ADDISON AVE.E. ELECTRICAL DRAWINGS Women: 1 wc per 75=3;1 lav per 200 2 E1 ELECTRICAL SITE PLAN ELECTRICAL ENGINEER E2 MAIN&BASEMENT FLOOR Notes: N PLANS,LIGHTING HK ELECTRICAL ENGINEERS,LLC 1.Accessory religious educational rooms and religious auditoriums with 220 E.DIVISION DEFERRED SUBMITTAL ITEMS LEGAL DESCRIPTION occupant bads of less than 100 are not considered separate occupancies. c table 302.3.3,note I. sTH AVE SHERWOOD,OR 97140 - -. 2.B occupancy,655 sq,ft.,is less than 10%of the main occupancy area, m CONTACT:GREG KOHN A PORTION OF THE NW 1/4 OF THE SE1/4 OF SECTION 11,T 10SOUTH, therefore,no separation is required. FAX: 03-62 1. WOOD TRUSSES FAX:503-625-4187 2. FIRE PROTECTION SYSTEM R 17 EAST,B.M.,TWIN FALLS COUNTY,IDAHO `o 99( Our Savior Lutheran Church Twin Falls,Idaho 0 5TOR 1 1,L d4SSROOM ILL KSSFIl7UM 3 EK4�G: 14$ �7�"X 2T ".[ '-6" ,�4G71�'fT IES a �„�� rutEP 4A'OM EtJ T, a�5 E STORN3Effz ' F(:IYER _ K ITCGH EN ~� t7 L � + S F ON1 18" FOYER RV. q- -m 0-9 r- #,,� 8 EAT N13.00 Oil WULT a ASSRQ0M LBIUSH ESS Lp -77i'3-0" a �� — a]� RECEIVED FEB C, '-) 2004 ALLS FLOOR PLAN CITY BOF UILDING PT. �� BUILDING DEPT. n_n_r--L----j 8000 sq. ft 0 4 8 16 99015 -FLOORPLAN 2004 ,:,,PM W-W 1 1 W-0" 14'-O' rV-4' L 4'-4" L 5`0 -------------------------------: ........ ................. . <A> .......... ................... ------------ .......... ......... 001 A UP. WOMEN i�_ ELECTRICAL 106 UP 4 .......... ................. A>- STORAGE -C:)RRIDOR PASTOR 7: 103 .......... ....... 141",4 I-A ode.03A BUSINESS Z? OFFICE .......... ......... AN V 104A 102 /2E .......... K ROO ARCHITECT LA /ell 9. 1WI104 9 hti MEN 108 805 S.E.SHE MAN STREET . .......... ......... ------------------- ------ PORTLAND,OR 97214-4666 14 .......... ----------- --—-—- 503/231-1122 1A FAX 503 231-0317 .......... 2E 200A t-lql� Qj 9 .......... ......... V. As I? f? k .......... MECH. ................. 7 jj'� FOYER CPT__VcT DECK m ,TOILET itky-a"T. CLASSROOM Ag 101 .ATTIC1110 09 w1So109 .......... .................. WX36"AOCESS VESTIBULE /10�1�'C'e"'-040 1 1= HATCH 100 -------------------------------- 7 STIR........... ................... i--------- M_ .......... ............... G. ------------- ---- ------ ---- --------- -------------------------- - 101-W 1 cr-v .......... •.................. 36"X36"CONC PAD Tm7 t� .......... ................ ....... .................. O CLASSROOM CLASSROOM CLASSROOM .......... .................. 112 122 21 ;2�0 SLOPE GRADE toe( .................. TO DOOR 1p 11 2A .......... 0 f4ile"�I ZoAG Z< .......... .................. _a'0A0 I,�i .......... 112B .................. uj ui w _�41 Z? cn OC6 < < CRAWL SPACE LL FOUNDATION VENT p4.z�Arqt iw4,.,0 z ....... VESTIBULE TYPICAL OF 10 N 9 Vol . . . . . . . . . . (.0 113 MECH.ATTIC PLAN MULTI-PURPOSE - ——--------- 4- IM4/I=of at 1,440 Ilk\'\ 4C '(Iae w5-t'Z's b cn 'It y10-4toll,5_14104e-W40 DROPPED J: CEILING 5p ABOVE b7 /0051 10-0 1A,6 IC- UCMED ARCHITECT AR-2542 ;l 64&MOtl 15 A/Of b SACR. I'l 5- 4 V4B 5,Vir's 3, AMI D STATrWAMO 5ma 44 QUILT RM. ACTIVITIES 0 120 4117 117A CORRIDOR 118 00 0 tA]5 L 1 JEC E 14) CONTENTS: STOR. KITCHEN 115 119 FLOOR PLAN, SCHEDULES ............. L C PROJECT: 99015 81-8" 1 51-10' DRAWN BY: DM/BO_ CRAWL SPACEVENTILATION j)ATA; CRAWL SPACE AREA 57o7 80.FT. VENT AREA REQUIRED:5707/1500.3.60.FT. DATE: 1/16/04 FREE AREA PER VENT:52 SQ.IN.MIN. _64' Sim o6 Lb a- /003.S'I,I VENTS RECAJIRED:10 m,,A ez'"Li Ldr#4- VENTS PROVIDED:10 .'.wt"lr a. e'?7 49" REVISIONS: ijq N B�SEMENVCRAWL SPACE PUN MAIN FLOOR PLAN BASEMENT/CRAWL TICRA�WL SPACE PLAN 3B SCALE:1/8"=1'0" 1136 ,f496 SQ Z- 2 This drawing le "ARCHITECT LA.R P= wrItten paminion of MCIVII-E-Oor publicationP'Ll.meansny 0 COPYHghl 2004 ROOM MATERIAL&FINISH SCHEDULE DOOR SCHEDULE ROOM FLOOR WALLS COLIN I REMARKS DOOR Y HARUWARE1 REMARKS NORTH EAST SOUTH WEST HT. NUMBER SIZE MAT TYPE FINISH MAT TYPE FINISH RATING GROUP NUMBER NAME AT BASE MAT IN MAT FIN MAT FIN MAT FIN MAT FIN A.F.F. 100A PR 3'-0"x T-0" HM D PAINTKHM B PAINT 1 BSMT.STAIRWAY WOOD GB PT GB PT GBJUN GB PT GB PT 101A PR3'-0"xT-0" HM D PAINT B PAINT 2 ATTIC STAIRWAY CPT RB GB PT GB PT GB GB PT GB PT 101B S-O"x7'-0" SC A STAIN At PAINT IHR 3 STORAGE CONC CONC UNF CONC UNF CONC/GE CONC UNF GB PT 8'-0' 102A 3'4"xT-0" SC C STAIN C PAINT 4 ELECTRICAL CONC CONC UNF GB PT GBCONC UNF GB PT 8'-0' 102E 3'-0"xT-0" SC C STAIN C PAINT 4 103A 3'-0"x 7'-0" SC B STAIN At PAINT 4 100 VESTIBULE VCT RB GB PT GB PT GB GB PT GB PT 10'-0" 103B 3'-0"xT-0" SC A STAIN Ai PAINT 5101 GATHERING CT/CP RB GB PT GB PT GB GB PT GB PT 10'-0" 104A 3'-0"xT-0" SC C STAIN At PAINT 6 102 BUSINESS OFFICf CPT RB GB PT I GB PT GB PT GB PT SAT 8'-0' 105A PR 3'-0"x 7'-0" HM C PAINT HM A2 PAINT 1 103 PASTOR'S OFFICE CPT RB GB PT GS PT GB PT GB PT SAT 8'-0' 105E 3'-0"x 714" SC A STAIN HM At PAINT 5 104 WORKROOM CPT RB GB PT GS PT GB PT 08 PT SAT 8'-0' 106A 3'-0"x T-0" SC A STAIN HM At PAINT 7 105 HALLWAY CPT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 107A 3'-0"x7'-0" SC A STAIN HM At PAINT 5 106 WOMEN SV RB MGB PUPT MGB PUPT MGB PUPT MGB PUPT GB PT 10'-0" PL WAINSCOT 108A 3'-0'x7'4" SC A STAIN HM At PAINT 7 ARCHITECT•LA 107 JANITOR SV RB MGB FRP/P MGB PT MGB FRP/PT MGB FRP/P GB PT 10'-0" FRP WAINSCOT 109A 3'-0.xT-0" SC B STAIN HM Al PAINT 4 BOS S.E.HITECN STREET 108 MEN SV RB MGB PUPT MGB PUPT MGB PUPT MGB PUPT GB PT 10"0" PL WAINSCOT 109E 3'-O"x T-0" HM C PAINT HM Al PAINT 8 PORTLAND,SHER N STREET 109 CLASSROOM CPT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 66 110A X-O"xT-0" SC A STAIN HM Al PAINT 9 503/231-1122 110 TOILET SV RB MGB PUPT MGB PUPT MGB PUPT MGB PUPT GB PT 8'-0' PL WAINSCOT 111A PR 3'-0"x 7'-0" SC A STAIN HM A2 PAINT 10 FAX 503/231-0317 111 STORAGE VCT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 111B M3'-O"xxT-0" SC A STAIN HM A2 PAINT 10 112 CLASSROOM CPT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 112A 7'-0" SC A STAIN HM Al PAINT 4 113 MULTI-PURPOSE CPT RB GB PT GB PT GB PT GB PT GB PT VARIES112ET-0" HM C PAINT HM Al PAINT 8114 SACRISTY CPT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 113A 7'-0" SC C STAIN HM A2 PAINT 11115 STORAGE VCT RB GB PT G PT GB PT GB PT GB PT 10'-0.. 1138 T-0.. HM C PAINT HM At PAINT 12116 MECHANICAL CONC RB GB PT G8 PT GB PT GB PT GB PT 10'-0" 113C 7'-0" HM C PAINT HM At PAINT 12117 ACTIVITIES CPT RB GB PT GB PT GB PT GB PT GB PT 10'-01, 113D "x7'-0" SC C STAIN HM A2 PAINT 11118 HALLWAY CPT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 114A 7'-0" SC A STAIN HM Al PAINT 4119 KITCHEN VCT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 115A T-0" SC A STAIN HM Al PAINT 6 120 QUILT ROOM CPT RB GB PT GB PT GB PT GB PT GB PT 10'-0" 116A PR 3'-0"x T-0" SC A STAIN HM A2 PAINT 13 121 CLASSROOM CPT RB GB PT GB PT GB PT GB PT !ttm 117A 3'-0"xT-0" SC B STAIN HM Al PAINT 5 T 122 CLASSROOM CPT RB GB PT GB PT GB PT GB PT 118A PR 3'-0"x 7'2" HM C PAINT HM A2 PAINT 1 (. i 119A 3'-0"x 7'-0" SC B STAIN HM At PAINT 6 119B X-O"x T-0" SC B STAIN HM Al PAINT 5 v CONC-Concrete GB-Gyp Bd PL-Plastic laminate RB4-4"Resil.Base SV-Sheet Vinyl VCT-Vinyl Comp Tile 120A PR 3'4"x T-0" SC A STAIN HM A2 PAINT 14 CPT-Carpet MAT-Walk-off Mat PT-Paint RB6-6"Resil.Base SVC-Sheet Vinyl,CUShioneWDP-Wood Parquet 121A T-0"x 7'-0" SC B STAIN HM Al PAINT 4 FRP-Fiber Reinf.Poly.Panels MGB-Moisture-resistant GB OT-Quarry Tile SAT-Susp.Acoustical Tile UNF.-Unfinished 121B 3'-0"x T-0" SC B STAIN HM Al PAINT 4 122A 3'-011x7'-0" SC B STAIN HM Al PAINT 4 Z O \� 2 001A 1 T-0"x 7'-0' 1 SC A PAINT HM Al PAINT 15 r J 200A 3'-0"x T-0" SC A PAINT HM Al PAINTI I 15 IQ LEGEND: AL:ALUMINUM FAC:FACTORY FINISH HM:HOLLOW METAL Uj W LU WALL, FLOOR AND ROOF/CEILING ASSEMBLY SCHEDULE SC:SOLID CORE WOOD WD:WOOD �A L SHI J SPHAT NGLES rY//7 FLOOR FINISH SEE SCHEDULE ry.J 77S/8"TYPE%GYP.BD. CONCRETE SLAB,SEE Li Q q3a ROOFING FELT BATT INSULATION STRUCTURAL I.L. ROOF SHEATHING,SEE PLYWOOD SHEAR PANEL VAPOR BARRIER Q STRUCTURAL DRAWINGS WHERE OCCURS,SEE STRUCT. 2X6 STUDS AT 16"O/C 0 O WOOD TRUSSES @ 24"oc UNLESS OTHERWISE NOTED O OQ O STRUCTURAL FILL,SEE 0 STRUCTURAL O BATT INSULATION.i'�"/� l[_ MOISTURE BARRIER VAPOR BARRIER v1 `. COMPOSITION LAP SIDING SCHEDULE OF DOOR TYPES SCHEDULE OF FRAME TYPES Cowes > 1LAVER, R1 5/e"TYPE X GYP.ED. W1 TYPICAL EXTERIOR WALL F1 3D O Q TYPICAL ROOF/CEILING O O CONCRETE FLOOR 318"UNDERLAYMENT cc 3/4"PLYWOOD O I S S S 5/8"TYPE X GYP.BD. 1`\ 2X STUDS AT t6"O/C BATE INSUL ON W O UNLESS OTHERWISE NOTED WIRE SUPPORTS 3"ACOUSTICAL BATTS FLUSH VISION PANEL HALF LIGHT FULL LIGHT - T-0^ 3'-0" WHERE NOTED TRUSSJOISTATIs"O/C Al: SINGLE DOOR7- UNLESS OTHERWISE NOTED A B C D A2: DOUBLE DOOR B: DOUBLE DOOR W/SIDELIGHTS LICENSED 1 HR. ARCHITECT GA FILE: WP3605Z w2 TYPICAL INTERIOR WALL F2 WOOD FLOOR OVER CRAWL SPACE MEL L 41/2" L STA OFIDAHO 1� 3/8"UNDERLAVMENT S Sill'GYP.BD. VAPOR BARRIER 3/4"PLYWOOD 1'-6" BATT INSULATION CONTENTS: TRUSS JOIST AT I B"O/C DOOR&WINDOW 2X STUD @ 24"O/C UNLESS SCHEDULES OTHERWISE NOTED. BATT INSULATION VENEER ANCHORS PROJECT: 99015 MOISTURE BARRIER SCHEDULE OF WINDOW TYPES AIR SPACE 2 LAYERS TYPE%GYP.BD. DRAWN BY: DM/BO MASONRY VENEER 1 HR. .f- NER-200,ASSEMBLY E-2 12'-0' DATE: 1/16/04 1c ze w3 EXTERIOR MASONRY Q� F3 WOOD FLOOR OVER '° REVISIONS VENEER WALL BASEMENT 21-1 46 o T-Y 4 7 0 INSUL. J. - 3/4"PLYWOOD 1 R-7 IN.BELOW ❑ 70 ❑ H Lpl� 2 ADEON GYP.BD. 2%JOISTS AT 24"O/C ON 7G FURRING p @16"O.C.HORIZ. CONC.WALL 1 LAVER 5/8"TYPE'%'GYP.BD. as wa CONCRETE BASEMENT WALL F4 FRAME:FIXEDVINVL FRAME:'FIXED VINYL FRAME:FIXED,VINYL FRAME:FIXED,HM This drawingg is the exclusive property of MECHANICAL DECK GLASS:CLEAR,INSULATED GLASS:CLEAR,INSULATED GLASS:CLEAR,INSULATED GLASS:CLEAR,INSULATED,SAFETY ARCHITECT•LA.Reuse,reproduction or publication by any mean.le strictly prohibited except byy written permission of ARCHITECT•LA. ®Copyright 2004 4E Ae 18 TREADS 0 11'=16'-6" ----------- --------------- ------ t 4 A4 5/81AYERS OF b "TYPE"X' D GYP.BD. 2 � W W 5� Qd - 4E ARCHITECT• LA m g 805 S.E.SHERMAN STREET w i < PORTLAND,OR 97214-4666 503/231-1122 p TYPE FAX 503/231-0317 GY w GVP.BD.ON r ATTIC 2X12 STRINGERS I RETURN RETURN TO WALL - \ / TO WALL 1-0' \ 3`11' D Aq 3'-8' 15 TREADS O 1'=13'-9' 1 PROV in WALL FOR RAILING BLOCKING IN Z 7 O WALL FOR RAILING `� L SUPPORT BRACKETS STORAGE MECH. ACTIVITIES HALLWAY KITCHEN QUILT RM 2 115 116 117 118 119 120 ( r z Q 4A ! F2 WLu LI A10 4 •� d-0" ��w■ SW TYPE"X" M FIN.FL. Y/ Q GYP.BD.ON a 1 1/2"x 117/8' �y. TIMBERSTRAND VAPOR r Q 'V g CONTINUOUS i� STRINGERS O T.O.G. RETURNx = LL. v* 11. Z TO WALL ..,�_ m Jam w O ° 2C BUILDING SECTION SCALE 17 i r r c^ t ZE SECTION @ STAIR O A4 •� O SCALE:1/2"=1'O" LICENSED ARCHITECT 2X4 @ 16"O/C W/TYPE 2542 'X" / GYP.BD.ONE SIDE mLgi 3!4°PLVW000 STATE 6yAH0 ----- ------------ KMMAkw: Nmwlqd2qwL"qmwwam 1 CONTENTS: IL° BLDG.SECTIONS T.O.P. zxs s7uD wALLs n PROJECT: 99015 2X12 STRINGERS Ir� �•_, /o%o DRAWN BY: DM/BO 518"TYPE X' GYP.BD. 3 3 M� DATE:1/16/04 REVISIONS: MULTI-PURPOSE MOVABLE 13 WALL PANELS MASONRY VENEER MASONRY i 1/8"WOOD TREAD VENEER 2Xi2 STRINGERS b F2 FIN.FL. 5/8'TYPE"X' GHR.ENCLOSURE 1a CONTINUOUS VAPOR O BARRIER TYP. O g . ARCHITECT�LA.R•uae��raprr�ugHo`I, SECTION @STAIR SECTION or publbatbn by any means is atriMly d SCALE:1/4'=1'0' p ARCHI e t by written permisalon 4E T of RCHITE LA. 0 CoPyrlgM 2004 zr PT 1)/R CHANGIh IF STATION MEN 106 to WO MIRROR C.D C? T P. 1._r 1/2'in V-7-- 4'-1 1' 1 3-4- 3'-0" L 1 21-0" T-6- L 2`0 3 CD;To i::6"RES L.BASE TYP. 2 I I I IV III 1 7 1' 3"0" SUPPORT-/ _0. PT)/R-/ BRACKET ID"i IDS NORTH EAST SOUTH WEST TyP C.) rIN v 7 E MENS RESTROOM 108 ul ARCHITECT LA SCALE:114" l'O" 805 S.E.SHERMAN STREET PORTLAND,OR 97214-4666 503/231-1122 FAX 503 231-0317 7 JAN to CHANGING CHANGING 107 IF DIR STATION STATION AO MIRROI I b R 9 PTF._.� 2,� 0 j 7,0. 1-1 2 TO 2' P TF. 1-:7. 4'11'� 3--l" V-6" Z-O' 1-13" 2--0' -3 D .0 3-1/2" z 9 4(� MEN 108 ESIL.BASE TYP. I I i I i i L 6"R —3; ",I.. [ �7, -0 3..0. 1 .1 CLR4 NORTH EAST SOUTH SUPPORT---J WEST mN WOMENS RESTROOM 106 BRACKET WOMEN 106,JANITOR 107,MEN 108 z z 0 2A SCALE:J/1/4"=l'O" IiTJQ W W 2'-0" 3--6" q :N U) < ------- 4 EE—j CHANGING REFR. F STATION M B, OWNER <z SERVING b -0" 0 (0 OWNER ��EST NORTH OPEN=..ELVES �A�U�NTERTOP LAYOUT 106, 108 0��—co 3--0- SCALE:1/2'=1'0" NORTH EAST 4) 3-l" 3'0" (n I \J 9 14"X 31" N OWN MIRROR HOODy 0 NE PTD/R17; --no CABINETS® .0 1 4Z I D b 0 DW 40 R P z By j Z'OWNER VERIFY SINK I.— ? - 'RANGE BY OPEN ADJ. OWNER R4� SIAELVE. 0 VERI3 iv ZE EQ. '-6"RESIL 2--0' V-2- 31/2" VERIFY BASE TYP OUT EAST OPEN SHELVES SOUTH WEST N CENTER ISLAND KITCHEN 119 (BOTH SIDES THE SAME) �,-�WORKROOM 104 UCMFM UNISEX UNISEX I '�!� SCALE ARCHITECT 3E SCALE:1/4" 1'0" ALE A 14 1. NP H ED �3 CT STATE KMW 0.. b En -D 0 qvDOUBLE,ACCESSIBLE CONTENTS: DRINKING FOUNTAIN 9 ENLARGED PLAN UNDER CABINET- INIT.ELEVATIONS LIGHTS ��,� ACCESS!I!B�LEDRINKING FOUNTAIN PROJECT: 99015 0 DRAWN BY: DM/BO ;o vi 2X10 LOCKING- MIRROR cgir BACKSPLASH DATE: 1/16/04 L P. EXPOSED 3. b' SURFACES,TYP.& COUNTER&BACK SIDE IN WALL >-/ .LAM ALL T- BRACKET 0 4'-O"O.c 0 REVISIONS: ANGLE 3/8*DIA.LAG SCREWS 1/4"X 3 3"W/CONT. T MIN-STEEL X <-- --- --- --->WE ATCORNER INTO F.R.WD ............................. 7>- c-?T BE ETAILIC/1,0 BL KING IN -190 11 z - - -------- — OC --------- - - ------------------- SIDE WALLS UNDER CABI ET LIGHTS ----------------- 12 M.S. z NUTS-TYP.WASHERS 1,2"DIA,TYP. �� Z? SINK BEYOND 'o: 1/4'STL.GUSSET PLATE LED GER-BACK SIDES WELDED TO DBL STUDS tFF DEEP 1-4 DEEP !'T-0"DEEP 0 U. 0. 0 IE ZA z 314- 2'-0" Y TA'Ri'NIMC CABINET DETAIL RM.�CABINI •LA.Reuse,reproduction or publication by any ..trialy b,written TYPICAL CABINET DETAIL QUILT RM.CABINET DETAIL LAVATORY COUNTER AND SUPPORT BRACKET (��7!�AfR Y,ACTIVITY,CLASSRM. QUILTING RM 120 Mined c? wr tten penission SCALE:[4 E 4D SACRISTY, PfroARC,,Texcept Ex. ILX 1101, SC!ALE:V�=1'0" A 14=1 0" Opp.Hand Rm. 122,112 1 C Copyright____2004 4'CONCRETE SLAB WITH #4 AT 24"O.C.EACH WAY Or OVER 6"COMPACTED CRUSHED ROCK T 7SIM 2 BASEMENT S2S2 BELOW __________________________________________________________ _____________________� xkr C.J. C.J. C. J. '-4"CONCRETE VERTICAL MEMBER T.O.Ftg. i l r, T.O.Ftg. I DOUBLE JOIST TYPICAL SLAB W/#4 ©i i© TYPICAL HEADER PER SCHEDULE i AT 24"O.C. U.O.N. U.O.N. 11 7/8'TJI RO 150 EACH WAY I I AT 12"O.C. SIMPSON SPECIFIED FASTENERS i OVER 6"COMPACTED BEARING WALL 8 PER SCHEDULE ; CRUSHED ROCK I c> BELOW S2 N SIMPSON HOLDOWN a I ARCHITECT • LA PER SCHEDULE L'i N' 211.88' • �� TOP FLANGE HANGER "\> COORDINATE SIDEWALK 805 SE.SHERMAN STREET ' ' ' 13 52 EACH E OF AM I CONTROL JOINTS Tw PORTLAND OR 97214-4666 • i i TYP 11 � ' SIDE BE TYPICAL,U.O.N. WITH ARCH. 12 sz S2 TYP. 8 9 s2 FAX 603 31231 031 8 r-1--1 r----1 r-' L� r----� S2 S2 - S2 i ■ i 5 t 8x15 GLB 5 1/8x15 GLB 5 1/8x15 GLB 5 111�5 GLB 5 1/8xi5 G _ i ii ANCHOR BOLT PER ; L_ _ JO ®L____J L____J® L____JO ; ; S2 S2 10 S2 L®O OL SCHEDULE 8Y SIM. P.T.SILL PLATE c1: ;ti ' I TYP. m m I 4"CONCRETE PER SHEARWALL ; 11 7/8'TJI PRO 150 i, SLAB W/#4 SCHEDULE S2 ( AT 16"O.C. 1O AT 24"O.C. EACH WAY TYp CRAWL SPACE ACCESS v n I OVER 6"COMPACTED `"I.;.,,:. ,• ARCH.DRAWINGS 9 TYP. 6 TIP. CRUSHED RO COORDINATE VAhI� 52 �S2____________ __________________ _______ ___-___________- CONCRETE WALL C.J. C.J. C.J. BELOW,TYP.CONCRETE STEMWALL HDR_ r-_________________ _ ___________________ OR FOOTING PER PLAN 6 S2 1 TYPICAL HOEDOWN SECTION T.oF9. PHD.dwg 1 I ILL IIII S2 T•p•F9• Z 0 S1 "= '-0' O1 B BASEMENT PLAN j/ S1 -Y-O' 11 7 8"TJI PRO 150 1 1 8 =1-0 T.O.FI.9 i i AT 16'O.C. P TYPICAL O7 5 III Z Q U.O.N. S2 i J HOLDOWN SCHEDULE COLUMN AND FOOTING SCHEDULE " " i; W r- N BASE PL. FOOTING ,-REINFORCING NOTES r' - - - - --- ----------- - `� HDR. r� _-_-_- ----------------- -_ i HOLDOWN VERT AL FASTENERS HEAD ANCHOR T EPDXY BOLT __ W r- -- ---- --------------------' - ------------------ MEMB MIN. EMBED. Oi zxs STUD wA 1'-6"x coNT x 12° (3)#4 x CONT. ; Qz 0z ; Q J O z 3" x 7 1/2"EMBED 7" 0 2z6 STUD WALL 2'-0"x CONT z 12"DEEP (3)#4 -52 N PHD2 2 2x MIN. x CONT. O3 6x6 POST 2'-0"x 2'-0"x 12"DEEP (4)#4 EA.WAY BOTTOM -2'-0- U. HOLDOWN NOTES: T.O.Ftg. 1.) ANCHOR BOLTS SHALL BE HEADED A307 BOLTS. ® 6x6 TIMBERSTRAND COLUMN 4'-6"x 4'-6"x 12"DEEP (5)#4 EA. WAY BOTTOM 11 7 8'TJI/PRO 150 TYPICAL /� 2.)EPDXY BOLTS PATH A36 THREADED ROD OF SAME DIAMETER MAY BE O5 4x4 POST 2'-0"x 2'-0"x 12"DEEP AT 127 O.C. U.O.N. V Z USED AT CONTRACTORS OPTION. (4)#4 EA.WAY BOTTOM �r 3.)SIMPSON'SSTB'BOLTS MAY BE USED AT THE CONTRACTORS OPTION. © 2x6 STUD WALL 1'-6°x CONT x 12"DEEP (3)#4 x CONT. SEE DETAIL(13/S2) `0 4.)HOLDOWNS AND SIDS SCREWS ARE MANUFACTURED BY SIMPSON DESIGN SOIL PRESSURE: 1,500 PSF PER TABLE 1804.2 OF THE 2000 INTERNATIONAL BUILDING CODE __ __ ___________________________ HDR. __ ____ -- --- O W r STRONG-TIE,INC.ALTERNATIVE HARDWARE IS NOT ACCEPTABLE. ----- --------- ----- ------ _ ______________-_ 5.)SEE DETAIL( FOR ADDITIONAL INFO TION. L -, L , S' FOUNDATION LEGEND: T.O.Ftg. O 4 6.)AT INTERIOR ARWALLS USE EJ( G A36 OR A307 THREADED ROD. INDICATES FOOTING. SEE FOOTING SYMBOL/SCHEDULE THIS SHEET. INDICATES 2x6 STUD WALL,SEE NOTE 2. SIM. S2 IM. 3 3 WOOD STUD SHEAR WALL SCHEDULE O INDICATES FOOTING/COLUMN SIZE.SEE SCHEDULE THIS SHEET. C.J. INDICATES CONTROL JOINT.SEE DETAIL S2 . S2 8"Tit PRO 150 52 MARK SHEATHING NAILING BASE PLATE ANCH AGE AT 1z"oc ■ INDICATES COLUMN. ' ' OX INDICATES SHEAR WALL TYPE.SEE SCHEDULE THIS SHEET. O 15/3 APA RATED EXPOSURE I 8d AT 6'O.C.AT ALL EDGES P.T.2z W 3 4"DIA.x MIN.EMBED. A / / INDICATES 8"CONCRETE WALL. SHEATHI ONE SIDE 8d AT 12"O.C.IN FIELD J-BOLTS AT 48"0 AX. • — INDICATES SIMPSON HOEDOWN.SEE SCHEDULE THIS SHEET. INDICATES WALL BELOW. _ _ ________________________—j HDR. __-___ ____________ _ _ SHEAR WALL NOTES: X'-X" INDICATES DEPTH OF TOP OF FOOTING BELOW FINISH FLOOR. ---- - ---- ---- -- O 1.)SHEATHING TO BE INSTALLED HORIZONTAL OR VERTI OOR TO ROOF.NO PANELS LESS THAN 12 INCHES T.O.FTG. HDR. INDICATES(2)2z10 DF#2. ;/ O WADE SHALL BE USED AS A SHEARWALL. ALL PANEL EDGES SHALL BE FULLY BLOCKED. STUDS SHALL BE i ff DOUBLED AT SHEARWALL ENDS OR PER HOLDOWN REQUIREMENTS. -2-0. 4 TO.Ftg. S2 2.)ALL WOOD STUD SHEAR WALLS TO BE FRAMED WITH D.F.#2 2x6 STUDS AT 16'O.C.UNLESS OTHERWISE NOTED. 3.)ALL EXTERIOR WOOD STUD WALLS ARE TO BE TYPE< SHEAR WALL UNLESS OTHERWISE NOTED. 3 FOUNDATION NOTES: 11 7 8'TJI Ro 150 sz 4.)ADD ADDITIONAL GYP BOARD LAYERS OVER APA RATED SHEATHING AS REQUIRED FOR FIRE AND SOUND ASSEMBLY 3 AT 12'O.C. REQUIREMENTS PER ARCHITECTURAL DRAWINGS. 1.) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.CONTRACTOR TO VERIFY ALL DIMENSIONS OR CONDITIONS SHOWN OR NOTED 52 - WITH OTHER DESIGN DOCUMENTS.NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. Tom• -2'-0' 014AL F 5.)INTERIOR WALLS WITHOUT A SCHEDULED SHEAR ASSEMBLY TO BE FRAMED/SHEATHED PER ARCH. DRAWINGS MINIMUM. T.O.Ft Ste' NGy i 2.) STUD BEARING WALL TO BE FRAMED W/DF#2,2x6 STUDS AT 16'O.C.WITH P.T.SILL PLATE AND ANCHOR DOLTS PER SHEARWALL i � A g' q 6.)USE COMMON NAILS AT APA RATED SHEATHING STAPLES ARE NOT AN ACCEPTABLE SUBSTITUTION WITHOUT TYPE'A'ON SHEARWALL SCHEDULE UNLESS OTHERWISE NOTED. ALIGN STUDS WITH TRUSSES OR JOISTS,TYPICAL. �_ _ --------_ ____ _ __ O Q. Fp ce PRIOR WRITTEN APPROVe, nr rNn NGCR _ _______________ _3 HDR. _____________ ______ 3.) CONCRETE SLAB ON GRADE TO BE 4"THICK TYPICAL.REINFORCED WITH#4 BARS AT 24"O.C.OVER COMPACTED CRUSHED ROCK BASE. _ _ _ _ ______ __ _ _-_-___�____________�______ ----- p _______ _ -------- SECTION. 7.)PROVIDE A MINIMUM OF D ANCHORS ME IA MINIMUM EDGE DISTANCE, AS SPECIFIED PER SCHEDULE,PER WALL 4,) CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE FOLLOWING CRITERIA: 2 -, rJ L, r 2 , ORS THREADED RODS OF SAME DIAMETER AND EMBEDMENT MAY BE USED FOR BASE PLATE ANCHORAGE AT TOP OF FOOTING TO BE A MINIMUM OF 6"BELOW GRADE OR FINISH FLOOR. ,p CONTRACTORS OPTION. BOTTOM OF FOOTING TO BE A MINIMUM OF 24"BELOW FINISH GRADE. 4 O . S2 -2'-0' 2'-0" T.O.Ftg. $2 TO.Ftg. M P" I/141( (- FLOOR FRAMING NOTES: 1.) DESIGN LOADS: 0 FLOOR LIVE LOAD: 50 PSF(CLASSROOM AREAS) OO FLOOR LIVE LOAD: 100 PSF(MULTI-PURPOSE ROOM) 11 7 6'TJI RO 150 CONTENTS FLOOR DEAD LOADS: 15 PSF AT 16"O.C. ' S 2.) FLOOR SHEATHING TO BE 3/4°T&G APA RATED SHEATHING OR OSB 0 BASEMENT & i i S2 i 1 WITH A PANEL INDEX OF 48/24 GLUED AND NAILED AT SUPPORTED j FOUNDATION PLAN PANEL EDGES.GLUE WITH CONTINUOUS WAVY 3/8"BEAD AT ALL --------------------J L_______J L____________-_ _ _ _ J SUPPORTS.ORIENT SHEATHING WITH STRONG AXIS PERPENDICULAR TO SEE ARCHITECTURAL RAL DRAWINGS FOR FLOOR -2,-0, 0 1O 3 T•o.F 9- PROJECT 203259 TYPICA. 2 _ _ 12 TYPICAL DRAWN BY: KDR 3.) FLOOR DIAPHRAGM NAILING: TYPICAL 52 S2 SIM. U.O.N. TYPICAL NAILING-10d RING OR SCREW SHANK NAILS U.O.N. O`- -jO AT 6"O.C.AT SUPPORTED EDGES AND 4"CONCRETE SLAB WITH 12"O.C. AT INTERMEDIATE #4 AT 24"O.C.EACH WAY DATE :10/31/03 FRAMING MEMBERS(IN THE FIELD) BLOCKING NOT REOUIRED. OVER 6"COMPACTED CRUSHED ROCK 4.) SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REVISIONS : 5.) COORDINATE WITH ARCHITECTURAL DRAWINGS FOR FOUNDATION VENTS. FOUNDATION PLAN S1 ' 6 =''-0" �1 Thi ARsCHITECT drawing•is theLAReuse,exclusivereproduction property of or publication by any means is strictly "INSULT, O N S U L T I N G 503,222.4453 prohibited except by written permission ENGINEERS so3.24as2s3 VLMK PLOT DATES: Af ARCHITECT•LA Imk@vlmkcom 10/10/2003 11:39.47 patrickm (K)CODYright...............2002 3933 SW Kelly Avenue•Portland•Oregon 97201-4393 ww.vlmKmm 203259 23259S10.dwg 10/29/2003 9:48.9 kenr Mr SAWN JOINT.1/5 SLAB DEPTH. 2x6 STUDS AT 16"O.C. SAWING TO OCCUR AS EARLY AS OCCURS 2x6 CONT.SILL PLATE AS POSSIBLE WITHOUT SPALLING 2z8 CONT.SILL PLATE 2z8 2)1.SILL PLATE CONCRETE.00 NOT WAIT UNTIL THE WALL SHEATHING W/(2)t8d NAILS AT 18"O.C. WALL SHEATHING W/(2)160 NAILS A7 16'D.C. WALL SHEATHING W/(2)16d NAILS • FOLLOWING DAY. PER PLAN PER PLAN PER PLAN AT 18 O.C. PLYWOOD SHEATHING 2x P.T.CONTINUOUS W JOINT 2x6 STUDS AT 16"O.C. PER PLAN 2x6 STUDS AT 16"O.C. PLYWOOD SHEATHING ANCHOR BOLTS PER / PER PLAN PLYWOOD SHEATHING MASONRY VENEER PER PLAN SHEARWALL SCHEDULE „ 2x8 P.T.CONTINUOUS 2x6 P.T.CONTINUOUS PER ARCH. ' WITH ANCHOR BOLT41' iWITH ANCHOR BOLTS PER SHEARWALL PER SHEARWALL •4:' SCHEDULE SCHEDULE n / 8"CONCRETE WALL STOP REINFORCING 0'-3" ' CLEAR OF JOINT4 AT 18"O.C. 8"CONCRETE WALL JTJI JOIST PER o ALT.BEND ,�,. PLAN PLAN 41/2' SIMPSON'ITT211.88' N4 AT 18"O.C. ER PLAN {Y4 AT 12" ' ^ WET SAWN CONTROL JOINT N4 AT 12"O.C.HORIZ. OP FLANGE HANGER ALT.BEND O.C.HORIZ. //4 AT i6"O.C. ARCHITECT LA SON'ITT211.88' ALT.BEND S TOP FLANGE HANGER "> FOOTING SIZE AND in FOOTING SIZE AND CRETE WALL .4., N4 AT 12"D.C.HORIZ. 805 S.E.SHERMAN STREET ___� REINFORCING PER FT .7" PORTLAND,OR 97214-4666 REINFORCING PER SCHEDULEf 503/231-1122 SCHEDULEFAX 503/231-0317 U AT SIMILAR CONDITION ? •, � FOOTING SIZE AND plCLR REINFORCING PER --- '--� SCHEDULE 3"CUR. 1 TYPICAL CONTROL JOINT 2 SECTION AT EXTERIOR WALL 3 SECTION AT EXTERIOR WALL SECTION AT STEM WALL S2 S2-i.dwg 1 i 2 -1-0 S2 52-2.dwg 3/4- 70 S2 52-3.dwg 3/4"=1'-0" S2 S2-4 dwg 1" = 1 0 24 STUDS AT 16"O.C. AS OCCURS 2x6 CONT.SILL PLATE 2x6 CONT.SILL PLATE 2x6 CONT.SILL PLATE WALL SHEATHING W/12 16d NAILS W/(2)16d NAILS AT 16"O.C. W 2 16d NAILS AT 16"O.C. 2x P.T.CONT.WITH 1/2'DIA. WALL SHEATHING WALL SHEATHING /() PER PLAN AT 18 O.C. ANCHOR BOLTS COUNTERSUNK PER PLAN PER PLAN PLYWOOD SHEATHING 21 P.T.CONTINUOUS W/ WITH PLATE WASHER AT 48"O.C. PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING PER PLAN ANCHOR BOLTS PER (8`MIN.EMBED) PER PLAN 2x8 STUDS AT 16"O.C. PER PLAN 2x6 STUDS AT 16"O.C. PER PLAN v SHEARWALL SCHEDULE 2x P.T.CONTINUOUS 2x P.T.CONTINUOUS O WITH ANCHOR BOLTS z WITH ANCHOR BOLTS i T PER SHEARWALL m PER SHEARWALL u 2 SCHEDULE SCHEDULE �1 TJI JOIST PER PLAN TJI JOIST PER PLAN 4TJIPER PLANTJI JOIST PER PLANrLuSIMPSON'ITT211.88' 'ITT211. TJI BLOCKING AT W !/�TJI JOIST PER PLAN ;k4 AT 16"O.C. 24"O.C.AT FIRST �/ Y/ALT.BEND TOP FLANGE GE (2)B oHANGER c o U) Q J 8"CONCRETE WALL MPSON ITT211.88'B4 AT 12"O.C.HORIZ. Y/ J _ TOP FLANGE HANGER � Q #5 HORIZONTAL AT 16"O.C. 85 VERTICAL K5 VERTICAL 5 VERTICAL TYPICAL AT i6"O.C. 16"O.C. AT 16°O.C. AT 16"O.C. M5 HORIZ.AT 16"O.C. X • FOOTING SIZE AND N5 AT 16"O.C.EACH WAY W/12"HOOK W/12"HOOK ,y5 AT 16"O.C.EA.WAY W 12"HOOK +/ /5 AT 18"O.C.EA.WAY ' Z •____�_� REINFORCING PER SLAB ON GRADE SLAB ON GRADE V _SLAB ON GRADE '4'. SCHEDULE PER PLAN 8"CONCRETE 8"CONCRETE PER PLAN 8"CONCRETE; PER PLAN ' WALL WALL WALL ,,AA 3"CUR. )xFTG. TOP OF FTG. k. O W II— PER PLAN PER PLAN TOP OF FTG. b� i / PER PLAN � �1 a 3"CUR. n2'-0" 1'-0• 7'-0" 2'-0" in 1'-0' 5 SECTION AT PONY WALL 6 SECTION AT RETAINING WALL 7 SECTION AT RETAINING WALL 8 SECTION AT RETAINING WALL S2 52-5-dwg 1"=1'-0" 52-6.dwg 3/4"— ;'—O" S2 52-7A g 3/4"=1—O° S2 52-8-dwg 3/4"—1'—O"MAS O SS0 AL Rti —SEE DETAILS S2 AND 52 PER OAR ANRY RCH. -jl 0�4. GWSTEq�ciy� FOR MORE GLULAM BEAM PER PLAN a 9 1 j1/2 INFO. (OMIT AT SIM.) POST PER PLAN SIMPSON'A866' 4 PLYWOOD SHEATHING SIMPSON'GLTS'TOP PLYWOOD SHEATHING POST BASE 16"zi 6"CONC. PIER UNDER WOOD POST PER PLAN FLANGE HANGER PER PLAN v (OMIT AT SIM.) COLUMN PLAN 1/2"DIA. z 8" (12"x12"CONC.PIER AT SIM.) S MPSON'C886' EMBED EXPANSION CONC.SLAB PER PLAN,AS OCCURS ee"� ANCHOR POST BASE 2x6 CONT.P.T.SILL o a PLATE W/3/4"DIA. STUD WALL PER PLAN EMBED PL 3/4x12x12 O O CONTENTS x 8' EMBED ANCHOR o SLAB ON GRADE BOLTS AT 48"D.C. FOUNDATION DETAILS W/(4)3/4 DIA.z O O PER PLAN CONCRETE SLAB PER PLAN STUDS NELSON a. GLULAM BEAM PER PLAN GLULAM BEAM --- GLULAM BEAM v(• a (3)//3 TES AT 3"D.C. PROJECT : 203259 PER PLAN --- PER PLAN •4•;• o 1 1 2"CLR. c 1/4"PLATE EACH SIDE --- 3 / I ��' W/(3)1'DIA.A307 --- O 4 THRU BOLTS SIMPSON'CC5 1/4-6' o d ()M4 VERTICAL BARS W/3"HOOK �•: i �i DRAWN BY: KDR MAX. COLUMN PER PLAN COLUMN CAP I m RADIUS a FOOTING SIZE AND REINFORCING 3"CLR. DATE :10/31/03 3 16 PER SCHEDULE SEE SCHEDULE FOR • FOOTING SIZE AND REINFORCING N FOOTING SIZE AND REVISIONS REINFORCING PER SCHEDULE 9 GLULAM AT CONC. WALL 0 GLULAMS AT COLUMN 11 COLUMN BASE 12 COLUMN BASE 13 STUD BEARING WALL JZ 52-9.dwg 1"= 1'-0" S2 52-10.dwg 1" - 1' O" S2 52-11.dwg 1"-1 0 S2 52-12.dwg 1°= 1'-0" S2 52-13.dwg I.:"1 0 2 THe IT drewho M the exclusive property of ARCHEC •LA Reuse,reproduction or WbRcation by eny means is strictly CONSULTING 503.222.4453 prohibited except by wriden permission E N G I N E E R S So3z4e.9263 VLMK PLOT DATES; Qf ARCHITECT•LA dmkpvlmk.com 10/10/2003 TE 41.5 patrickm C Copyright...............2002 3933 sw Kelly avenue Ponlend•Oregon 97201-4393 www.vlmk.cwn 203259 23259S20.dwg 10/120 03 9:47.10 kenr 2"T@G DECKING OVER 4x8 JOISTS AT 2'-0""O.C. 2 7 S4 SIM. TYP.S4 TRUSS PROFILE SCHEDULE TRUSS PROFILE NOTES: r- _________ H R. _ri ________________ PRE-MANUFACTURED© WOOD ROOF TRUSSES 1.) TRUSS PROFILES ARE NU DRAWN TO SCALE. VERIFY ALL SLOPES AND 6. z• II AT 24"O.C. PAi`HK PROFILE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. WEB CONFIGURATION PER MFR. r�—STAIR OPENING 2.)COORDINATE OVERHANG(S)AS REQUIRED WITH BOTH ARCHITECTURAL it ,I BELOW AND STRUCTURAL DRAWINGS. TO---,, BOTTOM OF HEADER I I 12 D: 12 i BE FLUSH WITH BOTTOM II g 5� —�5 3.) DESIGN LOADS: i OF MECH.PLATFORM 'I UO PRE-MANUFACTUREDOB ARCHITECT LA DEAD LOAD 10 PSF(TOP CHORD) o' Ip,q. 6, WOOD ROOF TRUSSES �a� e 5 PSF(BOTTOM CHORD) I PRE-MANUFACTURED CUPOLA 605 S.E.SHERMAN STREET SNOW LOAD 28 PSF AT 24"D.C. WIND LOAD=7 PSF(UPLIFT AT EAVES) WT-300p.COORDINATE L SEA SEE PLAN SEE PLAN WITH ARCH.FOR EXACT 2"TkC DECKING OVER PORTLAND OR 97214-4666 'i, I 4. NS FOR REQUIRED ADDITIONAL LOADS DUE TO SNOW DRI LOCATION 4x6 JOISTS AT 3'-4"O.C. SO3/231-1122 5.)MANUFA TURER TO ON LOADS OF 1.3k SPACED AT 4'-0"O.C. FAX 503/231-0317 ON TRUSSES SUPPORTING FOIL ING PARTITION.DEFELECTION LIMIT AT FOLDING PARTITION BOTTOM OF HEADER TO- 12 1"MAXIMUM, SEE DETAIL 6 FOR MORE INFORMATION. BE FLUSH H BOTTO Ik___�I 6x6 6z6 5 F— 2�.100�ATS4 OF MECH.PLATFORM -o� ¢ MECHANICAL PLATFORM n 8 BELOW =u S4 SEE PLAN SEE PLAN SEE PLAN I ROOF FRAMING LEGEND: I -- �— I BOTTOM OF BEAM TO U SEE PLAN "k BE FLUSH WITH BOTTOM ---- x�-- ______= INDICATES BEARING WALL OR SHEARWALL BELOW. �i m OF MECH.PLATFORM _ 12 12 INDICATES POST BELOW. IT1 54 S4 oi(-- 5 2x10JAT 5 0' 6x6 6z6 I'd TYP o• e yp CE Hv (c) INDICATES SNOW DRIFT LOAD.DRIFT IS IN ADDITION TO TYP } 10'-0" TYPICAL SNOW LOAD.Pd=45 PSF. PRE-MANUFACTURED CUPOLA 5 4e PRE-MANUFACTURED V SEE PLAN SEE PLAN SEE PLAN WT-300#,COORDINATE it S4 1 WOOD OVERFRAMING 1`- HDR. INDICATES TYPICAL HEADER.USE(3)1 3/4x9 1/2" WITH ARCH.FOR EXACT a TRUSSES AT 24"O.C. 7 LSE TIMBERSTRAND.PROVIDE DOUBLE TRIM STUDS LOCATION x u / II S4 AND DOUBLE KING STUDS EACH SIDE FOR OPENINGS o'i T OVER 4'-0'WIDE. u 2 I BOTTOM OF HEADER TO 12 12 I BE FLUSH WITH BOTTOM p 1 act 5 5 ROOF FRAMING NOTES" 1 OF MECH.PLATFORM 1 S4 J 0 I S4 S4 I YP. _J 2 2 1.) ROOF SHEATHING TO BE EXPOSURE 1 APA RATED SHEATHING 4x8 SHEETS WITH,MIN.ROOF k S4 �I� - -- - f 12 12 _--� SPAN RATING 32/16.MIN. THICKNESS 5/8'WITH STRONG AXIS PERPENDICULAR TO FRAMING. R. HDR. 1 H R. j'HDR. --- - HD. 2.) ROOF DIAPHRAGM NAILING TO BE 8d NAILS AT 6"O.C.MAXIMUM AT SUPPORTED EDGES, , I I --- � = W Q J f SEE PLAN 12"O.C.IN FIELD. ` -" 3.) COORDINATE ROOF SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 4.) FOR TOP PLATE SPLICE,LAP 8'-0"MIN.AND NAIL W/16d NAILS AT 4"O.C.STAGGERED. 12 12 5.) ROOF DESIGN LOADS: 54 I 2 J Q 5� —�5 DEAD LOAD=15 PSF(10 PSF TOP CHORD,5 PSF BOTTOM CHORD) S4 LIVE LOAD = 28 PSF(SNOW) MECH.PLATFORM 80 PSF FLAT BOTTOMED END PR-M N A R D FLAT BOTTOMED END EO DEFLECTION LIMIT= TL/240 �i WALL TRUSS(g) WALL TRUSSO Rp WO D VE FR MI G o i 6.) TRUSSES OR GIRDERS SUPPORTING OPERABLE PARTITIONS TO BE DESIGNED FOR 3/8'MAX, o i M4 TR SS S TI.C. SEE PLAN DEFLECTION.CONTRACTOR TO VERIFY REQUIREMENTS WITH PARTITION MANUFACTURER. 7.) AT CONTRACTORS OPTION,PSL PARALLAM BEAMS OF EQUIVALENT SIZE MAY BE SUBSTITUTED FOR GLULAM BEAMS. ? 8.) COORDINATE WITH PLAN AND ARCHITECTURAL DRAWINGS FOR EAVE CONDITIONS Q O 12 12 WHERE REQUIRED. 5 —1 g 9.) THE USE OF ENERGY HEELS ARE ACCEPTABLE.COORDINATE WITH TRUSS MANUFACTURER. P E- A OF C E OE Q PRE-MANUFACTURED F O R F USE PRE-MANUFACTUREDOF WOOD OVERFRAMING A 2'I.C. WOOD OVERFRAMING O 5 12 12 5 TRUSSES AT 24"O.C. TRUSSES AT 24"O.C. cz SEE PLAN 3 Rp S4 IR SS C O q E0 1y0 r -INDICATES LOCATION OF BEARING POINT R O o:I O PR-M NU AC UR D = i NO D VE FR MIN I TIRE SSES "2C.C. J4— I 2 2 IN S4 g10NAL E S4 i �0S OISTERNG'i2 o a FO Fm 2 9 I , i __i__------ , R1 HDR. i HDIR I i I 1 P U U 4 1 1 �XP 1�31f�Yc S4 u u S4 S4 S4 P 0' =i ii CONTENTS : ROOF FRAMING PLAN I. -- ---- HDR_---- ..... HE R. .......HDR_...... _____ PROJECT 203259 _____ ____________ DRAWN BY: KDR TYP. SIM. 2"T&G DECKING OVER DATE :10/31/03 4x6 JOISTS AT 2'-0""O.C. REVISIONS A ROOF FRAMING PLAN S3 178 m 1-0 23 This drawin Is the exclusive property of ARCHITECT•LA Reuse,reaoduotlon dr ppublication by arty mean.I.etrlday CONSULTING 503.222.4453 prohibited except by Witten pwrAsWlon E N G I N E E R S 503.248.9263 VLMK PLOT DATES: f�ARCHITECT•lA vlmk@Nmk<an 10/10/2003 11:42.19 potrickm C Copyright .........I....2002 3933 SW Kelly Avenue•Portla"d•Oregon 97201-4393 w+.w.vlmka 203259 23259S30.dwg 10/29/2003 9:46.35 kenr FW 1 � REFERENCED NOTES 00 O COORDINATE LOCATIONS WITH MECHANICAL EQUIPMENT. FW 1 Pw M FW 1 ARRCHITECT LA PO � 3�66�gg � 00 C � 146 �Wp --- --- I HK Electrical FW 1 ELECTRIC METERSWOMEN M F2 FW JXE FW FP3 M Engineers Lw 1N6 O CORRIDOR ® °,b FP3 110 E.(W3)6 v[AX I w rnaa W FW 106 c V,N ,�® PRONE:(307j 81]-1113 fAX(]D]j 81Y4187 PASTOR CORRIDO z, e PASTORFP3 q _ IOS 103 �� t' - �. I OS P3 EWC BppSINESS OFFlCE _.-. 102 lip FFW It 7 J/��,�C F2 FW107RK ROOM w Fw 1 WORK ROB® o,b FP3 108 ® WP ® ® a F3 F3 F3 F2 O F2 F2 OF rr- C C 3 MECH MEZZANINE — ELECTRICAL V ® ® ® ,� ® ® _ E2 SCALE: 1/8"=1'-O" V FOYER °,b o,b o, FOYER XE XE U CLASSROOM +a 110 101 O0 101 120/208V-30-4W TOILET CLASSROOM - ID F3 109 F3 F F2 F2 F2 CIF C C SERVICE SWITCHBOARD VESTIBULE ® ® ® m Im � VES ULE ® ® Q :;a;• TELEPHONE BACK BOARD I� V QUO M o,b o,b 100 r Q 6T3R. R 110K F37F3 � � � Q i IL,= PAS ® V/ V FIRE ALARM REMOTE F3 F3 F2 0 ® 2 U3 C.7 (J FIRE ALARM • ANNUNCIATOR ® ® O n F3 CONTROL PANEL STORAGE o,b 0.b ,b F3 �/ T Q CLASSROOM C2L�ASSROOM 12LASSROOM C ASSROOMM _J yVE NEEDED PANELS WP 112 V F3 F3 F3 2 o,b a,b C F3 F3 0. F2 n V V V W a,b �o,b =I# � ®o,b ®o,b C) DED V DED --� EM D3° XE D D .�. M I. < m m ® A,— _— D A A -- __ X Co A • '� A C) DED o �/ 1113 DED 111T1-PURPOSE 3 TI-PURPOSE ---.---- ®.. _ A° psi qb -- -_ ° yr,4 Ao A I� 4 BASEMENT FLOOR PLAN — POWER AND SIGNAL E2 SCALE: 1/8,.=1'-o,, ° DED a� DED Ab FW WI\ICI\IS: EgTFW RICAL �y by ° NA1J AND BASB4HVT FLOOR FW FW FW FW 4k PROJECT:A ® STORAGE L—J — A X ELECTRICAL o ®'I p C DED PANELn11D EM D o XEDDRAWN BY: BW SACR. ® ® , SAgR. F3 F3 DAlE fl106103 E FW FW FW FW F\N • V OI m EOM F3� 3 F2 REVS: - - Ihil�Li MACTNITIES 2 117 CORRIDOR aervlrlts p o tl 118 - CORRIDOR 1J MECH. F FW i't 0 EF MECH. ® `, mF2 F3 F3�o F2 STOR. 116 KITCHEN • ST 116 O o � O FW Fw FW FW FW 115 M V • 119 11 xE db a o eq9 WP _ E2 0 N w MAIN FLOOR PLAN — POWER AND SIGNAL MAIN FLOOR PLAN — LIGHTING of s BASEMENT FLOOR PLAN — LIGHTING E SCALE /e"—,' E� SCALE: 1/8"=1' �Ki"" L60wan3Pi]]wn N E2 SC ®Cop ALE: 1/8"=1'-O' �/ Ki"� 'P iA yright 2003 / \ 7 24+00 25+00 FILER AVENUE EAST 26+00 N 88'46'40" E 27+00 EP \\ \ EP Ep 28+00 12 W 12' W o 12" W P 12" W EP 12 . EP Ep — — — .3¢ 12" W - - - - - - � I - - - - - - - - - - - - 1 — — — — — — — — — — — _ -.� w E � I II y I s i I I I I 30 15 0 30 60 SCALE IN FEET 45 II 1e' is it II I I I � N O O I Z NEW BUILDING ON 6" OF 3/4" MINUS GRAVEL I I NOTE: .... ....,. SHADED AREA IS PROPOSED 2 PLANTMIX Z I W - - - - - - + W 3 I _ toLAJ20' 26 LOL I I l i p 5 I - I I I I I II II I 29- 37' OUR SAVIOR LUTHERN CHURCH PHASE 1 3 I I PAVING AND PARKING PLAN 0 I _ I FEB., 2004 _ 10 titi I RECEIVED FEB 2 5 2004 __ —. _ I D BUILDINo DEPT. NN. J SS - — — — — <) — — "— NOTES: — � ADD 3700 TO SPOT ELEVATIONS TO ACHIEVE CITY OF -74,97' TWIN FALLS ELEVATION DATUM. z riv 17 ARCHITECT is LA 805 S.E.SHERMAN STREET PORTLAND,OR 97214-4666 503/231-1122 B FAX 503/231-0317 FILER AVENUE EAST GZ TT 12•W 12"W EO F.H. _____________ ___-- F.H. -- __ .1 H --- --- ------�.. „r,rrrr,..rr.,rrrrrr,,, ----- __ - -yo I = ml I 2 0 l S O^ AR 1 Z . .:ti.........---------------------- P RAWI ) LU Z 1 _. ••i1i........_ J. I Z g Q ZO 4 UJI PHASE 2 J d U I i £� _ Q 1"WATER SERVICE AND , r J METER(SEE CIVIL ORAWINGS)I o_ ' i •"� ............................. 1 1 M J I I d I fY' 54: <u- t ,J:, 1 J a a Z U 1 i j 4"SANITARY SERVICE r V S SEE CIVIL DRAWINGS / I I I 1 aaaa� PHA 1 •d,' •••� NEW BUILDING 4175Q WILDROSE LOOP 8000SF F.H7 F.FL.3737.00 I 1 I I 1 4 I CONDENSING UNITS i 1SEE MECHANICAL DRAWINGS) I� O I I i 1 I I , �. 1 LICENSED Ii I. ___ I h` ARCHITECT j W2542 t I .v _____�___• 1 $TAR OF IDAHO T. �........_._ I I I 1 I I I I 1 � ! I __' CONTENTS: 3 - -- SITE PLAN,DETAILS I I I I 1 I I STORMWATER DETENTION AREA � � , I PROJECT: 99015 3 24 SD— POND 1(SEE CIVIL DRAWINGS) 1 DRAWN BY: DM 1 4"CONIC.WALK OVER COMPACTED DATE: 1/16/04 e. GRAVEL FILL CEDAR RIDGE ROAD - - --------- ---- ----- ________ TOOLED EDGE CONSTRUCTION JOINT - - - - - - - - - - e°ss----o REVISIONS: ASPHALT PAVING ON COMPACTED GRAVEL FILL to N - I Vp< ZGS IOOX.o3'8'oaysi- .'o' a,arys=., ; :,• •: .ro3 tco .c ,/ /O o0o sf Govc2.rS ra. a: ssc`ScArz'�zy; 'a.'k''a:�;:r.,:�:,.,xxzx:;:r? . I L> Zo TRrz° t 'F�i/c-CG"2ErN NOTE: L� ao auss �a cuEeaez�j ALL SITEWORK,PAVING AND UTILITIES HAVE BEEN / { N APPROVED UNDER SEPARATE PERMIT. SEE CIVIL DRAWINGS PREPARED BY SITE PLAN LLC DATED 08/01 WITH REVISIO SE1&2 DIATED 3/2 SCALE:1"=40'-0" &10/02 RESPECTIVELY. /1 CURB SIDEWALK sT DARD S c 170 ® ARCHITO"A.a`t2ueWeprope„yoi 0 5 20 40 ARCHITECT•LA.geuae,reprodudbn AC SIB PA S: 6 or publloation by any means Is strictly 4 E OT 176 SPACES ofARCHI Ec tby writtenpe permission 1'011 Cc. pyrlgM A 2004 A. 15+ 6�RRKM LN. N.: \ REMOVE EXIST. PIPE �', 12" CMP STA. 23+11.8 LER AVE. E:'-_--- - INSTALL CULVERT. — — — — — — _ _ STORMDR� PIPE. - ,� 5/8" IRON PIN REFERENCE POINT STA. 28+63.85 FILER AVE. E. AVENUE EAST 26+00 N 88'46'40' E 27+0F p lY• tY■ 12-r 1!O t!■ 1!■ �r "..�'��p p p � ♦ W N iv N 7f"■ fY tY r b" r--------------- 1/2" IRON PIN REFERENCE POINT I tt ----- I z w \ -- PERRINE COULEE z .'D M to ; STA. 14+95.00 CARRIAGE LN. N. EXISTING 40' PRESCRIPTIVE a W I I I ��� EASEMENT FOR MAINTENANCE W 9 ^� _ .. AND CONSTRUCT. Z d A I Icli _ . 20' 25' 20' I C7 co M I OVERFLOW DRAINAGE SWALE. a co r- O I \ 'o• PHASE 1. SEE DETAIL 6/7. W .4 I:T" w co I I II z PHASE II FUTURE BLDG. I I I- w � E - ----------- � FOR DEVELOPER'S ENVELOPE. --- AGREEMENT S G. EL. 3730.00. I / �j I I I N 1 W.. ` 40' 45' I W E w0 370 � I 18 z� 1 I 2w •-� _ ' - _ - 26 20' zo' z4' 20' _ o_ 0 I —F SN�> I o J I� N 3740 I z x I I 30 15 0 30 60 a s z SCALE IN FEET O w N 3740 ,� ~I b i 3 0 rc.wso I p I I ° a _ O I is w 11 I z I I I rrl I I EDUCATION WING jv O• I o o WILDROSE LOOP . F.F. EL. 3731.00 - - I- Z S.G. EL 3730.00 Al ?u, 64 PHASE I I e 9 I I I () 20' 24' O — — I Bq�K FOR DEVELOPER'S c co AGREEMENT I I 1:4 z \ �+. W-----� ' IcQ 40S I I C) z 373 / II U z I I I � I �o• I del / \\ J � I W F po � I 1U o z N La E~ 0x z o �zw d I a W d I I I INSTALL 338 LF. 8" CMP - :2 z STORMDRAIN PIPE. �+ rn CONSTRUCT DRAINAGE SWALE O -0.40%. SEE DETAIL 3/7. I > x - + IIIAtiN; III I I w ---- �IB65 Folt UP;�F;I.OI H:H'ti I C>~ a rn ~ I N / I AGREEMENTrn INSTALL 20 LF. 24" CMP RECEIVED STORMDRAIN PIPE. N / '" I JAN 2 7 2004 otUL f CITY OF TWIN FALLS V• p15i( STA. 9+90, 43.5' RT, CONST. I I 37• 9 /• :z: BUILDING DEPT STD. IRRIGATION BOX, 1 d f l�•�+ I I fl9-LZ-oZ TOP EL. 30.40 I o •�, 'l: QG 1 I 3 p S. INV. 27.23 1 I I I ` ' N +" 0� 4p' 1 I �p x W. INV. 27.23 f � I E. INV. 26.36Te+TE or INSTALL 12 LF. 12' CMP � H G " G STORMDRAIN- ADD PIPE. C I �+ a I `� 1 1 I NOTES:3700' TO SPOT ELEVATIONS TO ACHIEVE CITY OF DESIGNED + I I 1 TWIN FALLS ELEVATION DATUM. RHC & MKA DESIGN CHECKED ...I= POND 1 I EXCAVATION SHALL BE PAID FOR ON A LUMP SUM BASIS. DLR & RHC STORMWATER RETENTION AREA 1 BOTTOM EL. 3724.00. `P2 I I EMBANKMENT IS INCIDENTAL TO EXCAVATION, DETAILED ESTIMATED EXCAVATION & EMBANKMENT CEDAR RIDGE ROAD 'U ti 1 VAS & MKA - �y I 1 STRIPPING: 4000 CY a FUTURE R NE i I EXCAVATION: 160000 CY DL�R &NMKA FU E 8 SEWER LINE EMBANKMENT 11 CHECKED _ } N O 0.40�TO BE INSTALLED THESE ARE ESTIMATED QUANTITIES ONLY. EXCAVATION FILE NAME INSTALL 41.36 LF. —-.————`—— --—— N. I AND EMBANKMENT DATA IS AVAILABLE FOR REVIEW AT 444-04.dw -- ------------- -- — —� TIME F FUTURE BLDG. 24" CMP STORMOPF 1 i - _ - - - ----__ I THE ENGINEER'S OFFICE. _ - - - _ - - _ _ _ .. ------------- - DRAWING DATE _ _ _ _ _ _ I 08/01 5/8" �ON PIN REFERENCE NT I I STA. 9+48.64 — — — — — — — — DRANING SCALE ST 2-70 AS SHOWN STA: 9+48.00 CARRIAGE N. • I I i I I � � * SHEET 4 OF 7 I / ArLE5st6LE ao"m Ff-om u M h$ ° °F YaexluG AREA To'WE -rV6 I}AND ICAPAEP A,-r GUP_6 RbmF It)ING 15 1:2o,eXCePr N qPHASE I W1 tjF 1:17- iwr*— 15 Auowc-- . w+E ', II FOR DEVELOPI?I ';� �t R VIED Ila II AGREEMENT 1 I S APR 0 p20yg8� 74' 1 I I U °BUIDLDIN 16d�`d II t6• �bp 20 10 0 20 60 S F7 ttEw v ■ ■-■ -■-s llluF�■-■�■ ■ �y G -.-- _�_--, SCALE IN FEET gE� L I\ II r O I III ids Id. i� Y \ "wr_ N1 , O �zi � 'mill � n ". . I j SITE NOTES: 6 = O n A PAINTED ❑.a " �€ 6'��.t 1. ALL CURB DIMENSIONS ARE TO THE FACE OF CURB. �$ s, •• ts_o ooth p" III n 51�5 WALKWAY s� liiii I ry Quo O V t m 'S o Ill a t-E ozmo A�pla°f�oG�q6 gP50 III}o°I'll �c , 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. W ��16 L " �' I 3. ALL SITE CURBS ARE VERTICAL CURBS, SEE DETAIL 7/6. (� 'pa 5' SIDEWALK ,t,e. III _ y�o t dim ro Iry�1L54PE w Aµ9 mIµGr'ke�a 's6 o 13,E PARK I I 4. ALL PARKING STALL MARKINGS, OTHER THAN PAINTED � sg ----- ---- e HANDICAPPED SYMBOLS, SHALL BE 4" (WHITE) STRIPES.00 Mm Ln I qG� �� ___ ____ - W 5. ADD 3700' TO SPOT ELEVATIONS TO ACHIEVE CITY OF TWIN N I P 4iv O 00 WHITE STRIPE TYP. I I Q FALLS ELEVATION DATUM. �I p O Jv ro ---' -- -- - ---- ---- 6. EX = EXISTING z o Q WHITE STRIPE TYP. _ s 0 5' SIDEWALK ;� SEE CSD P-2 01 FL TC = FLOWLINE _ 0 I EDUCATION WING 5' SIDEWALK _z ` TA = TOP ASPHALT z TOP CURB o o F.F. EL. 3731.40 w N ,9 N LLJ TG = TOP GRAVEL ° v, - S.G. EL. 3730.00 Qj <a ^tip' a a °o I O 3 o ____- fn h N V1 d� - w 7 N z o a'• a 0. _ = I w owl ____ ____ ______---- PHASE I 33.8' 0 24' 20' 10' 0' 24' 20' 10' 20' 24' - _ < v ? I FOR DEVELOPERS ---____-- KEY NOTES: n O AGREEMENT NO STALL 4-3" PIPE SLEEVES. 3" SLEEVES SHALL BE SCHEDULE m > > O O L5' SIDEIN LK -N yo ---- -- ------ I o o ^ o o cti � 0 PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL z 9®® C\2 I ---- O-- -- � ---------- � j 6/6. (INCIDENTAL TO OTHER ITEMS) � LLJ I o?s 03 INSTALL HANDICAP SIGN, SEE DETAIL 5/6. (INCIDENTAL TO Z ----7--- --------- --------- ---------- 9� I OTHER ITEMS) I�.I 29' a q I•+-I _vi - 3�ti9�• __ I ®CONSTRUCT HANDICAPPED RAMP, SEE DETAIL 4/6. V Lu 37' 171 Q p 1 EWA 4�60 I o - Bullding Plans have V z 4 -- / I reviewed and approved O U 28 8 SPACES `4 P ,:.�"'' Q _ o 3729.00 / i AA Conshuctton Subject U �u 28' � �, to Field Inspection g 143' / J / __J I .�� I io I r� Page�p1� , Zp U Z U V + M z8.73 To lii ■-36' ■ 1P -■ ■-s LPG s s Gti s /-■ 1P ■ti ■-■-■qP0 K. ■-■ r �i U 54-w0-54 z� ' 39'4 ■ ad ad O Z I \\/ / zs�' �J _ P HAS E III o y FOR DEVELOPER'S AGREEMENT I i .' I '� 0�0�,• DESIGNED RHC ---- - EDGE OF GRAVEL ' I DESIGN ,1q �,' ..----- _. DLR Ir-- ---- -------------------- DETAILED --— DRAWING CHE DLR & RHC FILE NAME O 444-PARKING JUST DRAWING DA O — — -- O DRAWING SCALE AS SHOWN SHEET 5 OF 7 7�I PHASE It W+E FOR DEVELOI'fl�,h,', --.._.. AGREEMENT I S IIECEI VER t 74' I � APR 0 9 ----� p� b 20 10 0 20 60 y__ Wo€ 1 ... _.. 156' 16' F77-- ND1 TY OF _ a SCALE IN FEET BUIOF ON e Y d IIII M I VV 5 €M w I j SITE NOTES: d w gwsa vl Oa PAINTED nu 0 1�to -alll 1. ALL CURB DIMENSIONS ARE TO THE FACE OF CURB. S' Q' � Eo� �- ;n ;"S� gb WALKWAY v IIII `"• E u, (,o ��� p.�� i F .--1 I 105 p�/ v I 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. € nod > 3. ALL SITE CURBS ARE VERTICAL CURBS, SEE DETAIL 7/6. A li'' _Jli w I s I ��Npk 5' SIDEWALK Flu � I iO llu iul 1 I 4. ALL PARKING STALL MARKINGS, OTHER THAN PAINTED 3 4 p B HANDICAPPED SYMBOLS, SHALL BE 4' (WHITE) STRIPES. €��p4 _ ao S W i 5. ADD 3700' TO SPOT ELEVATIONS TO ACHIEVE CITY OF TWIN WHITE STRIPE TYP. FALLS ELEVATION DATUM.1 Q .. 2 I N o O e X ,!e --- 6. EX = EXISTING z 0 a O WHITE STRIPE TYP.,i 1 1 w 0 ■ 5' SIDEWALK _ ;� SEE CSD P-2 li FL = FLOWLIIJE O - -..._ ..... 0, TC = TOP CURB 0 0 O EDUCATION WING 2 / ! 1 TA = TOP ASPHALT z wo F.F. EL. 3731.40 s' sIDEwALK O � r w 0 Z w w N �,v TG = TOP GRAVEL a ` z S.G. EL 3730.00 = II . 11) lb I Ld o I- TL_l n w -ellle PHASE I 0 z4' z 038 FOR DEVELOPERS KEY NOTES: w 3a oa G N V)0 „O AGREEMENT u7 � I 0 INSTALL 4-3" PIPE SLEEVES. 3" SLEEVES SHALL BE SCHEDULE O lJ 5' SIDEW LK N yo ----- -- 40. o -L w 'Iqa Q PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL o w 3 6/6. (INCIDENTAL TO OTHER ITEMS) 9 W Qb INSTALL HANDICAP SIGN, SEE DETAIL 5/6. (INCIDENTAL TO Z ----_ --- �_. ----------- ?� I OTHER ITEMS) 29 CONSTRUCT HANDICAPPED RAMP, SEE DETAIL 4/6, V y 37' 17Ir Lu Q 5' SIDEWA }_ I 4!SPACES ___._____.._. Q C z U I _.-f ii 28' U i iiii�i � 1 /O � iiii mlO O !r __ iiii •Pry 1P`l 'L• ., qP�`i•' LPG y f- 36' - ~I 54' 54' S4' HASE III 0 ' I FOR DEVELOPER'S AGREEMENT ) I` DESIGNED RHC DESIGN CHECKED EDGE OF GRAVEL --- I --- DLR \, 1, DETAILED A DRAWINOCHECKED DLR & RHC - I FILE NAME 444-PARKING ADJUST O DRAWING DATE + I 07 01 Q •• DRAWING SCALE ' I I' AS SHOWN SHEET 5 OF 7 N STA. 15+00.0 1/2 IRON PIN 0 CARRIAGE I.N. N= " STA. 23+11.85 FILER AVE.E - - - I REFERENCE POINT AVENUE EAST $ S6�46'40" E -- - -- STA. 14+95.00 CL FILER r 21 w - --r- - - _ S ,rw ,rw ,rw 1rw ,r w ,r w u-w �' •No M N ,r w ,a'•w 1r w I 30 1 5 0 30 60 ,r ,r w mm. - -- - - ---- -\ I - ---. SCALE III FEET �� _ _ -__ _ ' ___ _ 1 SITE NOTES; I RECEIVED +451 394.0' RT. ALL CURB DIMENSIONS ARE TO THE FACE OF CURB. Z O JAN 27 2004 25 \ 4 kt1 a4' p o' ' 20 I w I I r S5 \ / cmoFnvwFraLs 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. w d Q I BUILDING DEPf. 3. ALL SITE CURBS ARE VERTICAL CURBS, SEE DETAIL 7/6. z a U) A t /I. = S 1. < _--_ SXrGS� Z�¢� I- --- I +91.1 394.0' RT. 4.ALL PARKING STALL MARKINGS, OTHER THAN PAINTED .4 W d 00 m +84 1 446.0' RT. I I •-�: I { I /✓�' jJ rn HANDICAPPED SYMBOLS, SHALL BE 4" (WHITE) STRIPES. W N �' N I • I` .I hI I W o0 j II1��P qo°� PIL-\lI, I FUTURE BLDG. ' FM) I1E%1-I,I 1'1':R'S ENVELOPE. I o +64.1, 466.0' RT. I r N W F \y1• .\ 237 GI:I':1?\I I'�+T S.G. EL 3730.00 s 9 � 63 h_' T KEY NOTES: INSTALL 3-Y PIPE SLEEVES. 3" SLEEVES SHALL BE SCHEDULE =24 1 20' 24' 20' I �ai I 0 PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL w � `� I i 6/6. (INCIDENTAL TO OTHER ITEMS) I I e w PHASE � 2 �2 2 2 ' ,90 --___ _ o _ =�-f. I I I 03 INSTALL HANDICAP SIGN, SEE DETAIL 5/6. (INCIDENTAL TO o � - •O �«4/ \\y O O. O' O ro I I I _ OTHER ITEMS) N ti f .� ii 5 + I S a , 0 9'�- -� s 3 -- - !33 I TYP. "v n 1 ` / I I ®CONSTRUCT HANDICAPPED RAMP, SEE DETAIL(4/6. z a I I o J` //1�CI CGOE �� ,2ENLEnrTS t --'' 0 5 ` IH 1 64.1 466.0' RT I -ZGPB�S c x lo% - ZG 380 SGa' z o w \ 5' - �I 5!S'xSZo'. - - J)11 '.. 51' - 69 -- 9 - �' -- - - I S r IL,5' A �`I I -- -- - • I l j .TF, \ 27f elE2GL'Gc.v m 11 m EDUCATION vvuN TYP' IU 0101010101 �3]II 3 Rom' +40.0 4 0.8' RT.Az WILDROSE LOOP V � F.F. EL. 3731.00 ; 2p� I� VVV S.G. EL. 3730.U� I� me"w 2p. 5. 22. [[I\ti I? I 4 �- 2 �,� - II C -I--- zo 4' ) l I J � I'`O UI�CLtiI I?R ti � �1a�v o I u � I , I �, • '� 1GRL LD[[V'P U � Io. 37' T 62' . �_ 2 " I y UNAN Rio, r jF' 6 t 04 /D9 T2 p. H I Alt<J '�. ` V-' 8 TYP. - V w° 6` - -- Z -._ - --------J I Pi 24' Rh P��h� I I Vl - - I + `)Q` �� VC l,liv[FN'I G/ W { I FOR )EMI LOPEWS I , 01 /�D*�jy� ,�,, SS\ONAL fN �o, OE4.4`STCF ciHf o, � J a " .9 TYP. I I V. I ; 1 6 ! o - a 8478 -6� r '� +42.9. 263.6' RT. w I p 2(-X-X- �1249.5- ,3to38Q /39 ff /3�2�s� GM� �k Ga -/.1 _�?o [L] I ZY T RHCDESIGNED �+ J? W apt I;f i /3SS!/�5 GgruGrt/ DESIGN CHECKED - -- - ._--_ ---' L DETAILED I I ,r yy x4 6�L6 X ro CEDAR RIDGE ROAD -� X q � `_-- I I _ - - I --- J �✓' -------_.._.--_ I - DRAWING CHECKED DUR & RHC 5/8" IRON PIN U' -_ -. \� _ 1'^ 1/ ,f -- ID / fl I I FILE NAME REFERENCE POINT -T n'• _- _ --�'_��•-- .'/!.•�\' .�'' / 4 (I - 5.dwg STA. 9+48.00 . -.__ - -_: _ _ - ---_------ .L DATE 444 0 DRAWING 07/01 DRAWING SCALE ■ AS SHOWN =S/S v i1 SHEET 5 OE 7 3 y./u I 7 )(A N CUv STA. 15+00.00 CARRIAGE LN. N —1/2" IRON PIN - — — - — — - — — • — — - — — ' — — • — — - — — • — — , — STA. 23+11.85 FILER AVE. REFERENCE POINT — — — W E \" STA. 14+95.00 — — — CL FILER AVENUEEAST 4= $ 86"46'40" E S 1r w tY r 1Y w ,r■ — I — — w IY w ,Y. ,x• N N N ,Y• ,Y ,x w ,Y 30 15 0 30 60 ' tY I M SCALE IN FEET 77 ;,-. q ----------- w1-�__ +ab.i 3sa.o' RT. w —I SITE NOTES: 2 o 1. ALL CURB DIMENSIONS ARE TO THE FACE F CURB.20' In 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. Z C A I I I _ e I I 3, ALL SITE CURBS ARE VERTICAL CURBS, SE7 DETAIL 7/6. z +gi.f" RT I I I I 4.ALL PARKING STALL MARKINGS, OTHER THANPAINTED W Lash W II i — �1 -- ^ .1 46.0' RT. HANDICAPPED SYMBOLS, SHALL BE 4" (WHI E) STRIPES. W CQ G. Q _ I - M o z --- W I I I i o i +64.1 466. ' RT.I I W cv I • (� I ,r� PHASE II FUTURE BLDG. I I A ---- �' 1 I FOR DEVELOPER'S ENVELOPE a I S G. EL 3730.00 AGREEMENT 23T. __-_. I ----------- " I ? I I I I I a es I I KEY NOTES: I I I e .w :• I I � , Q INSTALL 3-3' PIPE SLEEVES. 3' SLEEVES SHALL BE SCHEDULE I it I- I 3 D o o I I I I 40•Ea a o — — — — — 4 �� R3 I Q PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL W I 6. I I 6/6. INCIDENTAL TO OTHER ITEMS s :' 9 " 24' 2p' 1 2p'. 24' ( ( ) o I — HASE II — — I 3 INSTALL HANDICAP SIGN, SEE DETAIL 5 6. INCIDENTAL TO z 0 0 3 PHASE I O / 2 I 2 I+ 1 2 , 2 ; 4�p I I OTHER ITEMS) F 'F I I sa 9'I-- -I '5. iii I C a+ I I I I ®CONSTRUCT HANDICAPPED RAMP, SEE DETAIL 4/6. y 0 TYP. N mQ I o w z a4 I 44'a@ O I 5, 5' Q' Q'� +64.7 466.0' RT. I I O N ------- --- Z I I 51' 69, 9' R?y g(D .� I aaa� Ay R3' e� 1p,`•' f I W Q o EDUCATION WING' Q �� o _ WILD OSE L00 I � F.F. EL 3731.00 3 4 RZp 0 Ia +40.0 480.8' RT. - - Z I S.G. EL 3730.00 T`2' w 2 5, 22, PHASE I4 co to - S I FO DEVELOPER'S 20 2a' i I O AGREEMENT 16 i 1 z 4. ------- --- I'N I I 3e 5't 0' Q ?0 6 / I 1 I I O 29' to owwwwww: gyp, 0 9 I I I Z U I vrl p'r 37' i I' 162'1 iN i 4 3�' M 2 ' ?, I I I E_ 4 a u I I I I 0 6 x --_ I I '•a V U W 1 �y I I iii �J• 1 0 I � p.� W 6 I I iii n Q� N TYP. I IIII 5 94 0 I i RE C E I V E D Q : : : : : �� ° o y N0• (I I ( H 7' 20047 24' 0 1 0 O i63'i J)HASE cn E T`To 2GC FOR DEVELOPFR'S Wci CDNOIN- � ----------- -I .^'.+ I 10 AGREEMENT I I i g : 72' : : : a I I I I TF' I Po I I -- ---• N �, I j I I RECE VED �� Qopi TYP. I l i JAN 2 2004 8 4 ds ww•• ' : . RT_ LLS O I I C B�ulCtnino DE n P --- +31.2 249,5' RT. I DESIGNED I Lz7 NED ----- O I �I I IG J O I I I RHC {1 - - � 6p� I I , •. MIS I DESIGN CHECKED Y DLR_ � I DETAILED I CEDAR RIDGE ROAD i '^� - - - - - - - - - --- - - w � .. I DRAWING CHECKED I 1 - - I I — ._....._. DLR & RHC 5/8 IRON PIN p' - -------- 4 FILE NAME REFERENCE POINT �-�e - -ro ss ---- -- -- .. - -----�------------ 444-05.dw ; SD. 9+48.00 . - ----- DRAWING DATE ! 07/01 ' ------- --- — — — — ' — — - — — DRAWING SCALE i AS SHOWN �, I R SHEET 5 OF 7 ai<ias ARCHITECT•LA 805 S.E.SHERMAN STREET PORTLAND,OR 97214-4666 503/231-1122 FAX 503/231-0317 FILER AVENUE EAST 12'W 12,W EOP V m F.H. — — — I —___________________________ F.H. — 3 R _ -----�, ..............----- w ---------- T� 3 Il 0 I i al / ♦ O ------- -------------- S O DE BAR 1 V I Z I _ .........................•• P EEC RAWIIV ) I I Z 1 1 r ---------- 1 - g L LLI --- Q I I PHASE 2 160`, 1 Z Q "s r" _j 0 ---, I W 1"WATER SERVICE AND , W _ METER(SEE CIVIL DRAWINGS)I o. I ; ; ; ,��----:\,---------------------------- 1 <J k / i 1IRa Q Uz / I A '4 Ct � 4"SEE ySERVICE ccFl SEE CIVIL DRAWINGS � I I NEW BUILDING 46 WILDROSE LOOP 8o00SF , 1 '^ IFJH, F.FL.3737.00 V+ 1 4 I cc CONDENSING UNITS I I DRAWIN ) GS ANICAL I 1 r4lI ISCERSED --� lV ----- --- i f45ca so3 �-2542 7 A-3 "IyPs V.8 I I '• sf21 4o Gf Gab kRG LW naeu I �,•`• v''" I STATE.. FIDAHO II .............. r -- I I Ctino CONTENTS. I . ...................................:v PHASE 3 4uloa-e SITE PLAN,DETAILS 455, 75';-' i sd cat4sE STORMW PROJECT: 99015ATER DETENTION AREA 3 1 24. POND 1(SEE CIVIL DRAWINGS) 506.3 Sra./�ceeR�Qc v — 1 /B,�+o lo7 Ave) DRAWN BY: DM 4'CONC.WALK —-—- I I OVER COMPACTED � 8"S3 �______________________� I 1 e° GRAVEL FILL CEDAR RIDGE ROAD ---- ----------------------- -- �.fqc Aua/n&E $�� DATE: 1/16/04 - - - TOOLED EDGE CONSTRUCTION JOINT - ______ _ _ __ ____J bcoo 4-3 TYi�(/b REVISIONS _ - ,S 4ze4 ASPHALT PAVING ' --— _ 4m 7S% ON COMPACTED Q Q•• ,. Q•• rn /8 me_�0.%5/.Tidb*e GRAVEL FILL 1 / d,j�:;• A '` :4Y"��'":Y;ba }s}xYa.}AYE}g:r.y,'� s} ii}S}"` •;;a};g 4}E r I }I}s;93 S>4.2 4,ro-sx✓ ¢ srtrerl NOTE: ZoA µfllcAo4Se ALL SITEWORK,PAVING AND UTILITIES HAVE BEEN N APPROVED UNDER SEPARATE PERMIT. SEE CIVIL / SOP/u/dAwo SITE PLAN DRAWINGS PREPARED BY RIEDESEL ENGINEERING LLC,DATED 08/01 WITH REVISIONS 1&2 DATED 3102 SCALE:1"=40'-0" &10/02 RESPECTIVELY. i n /0 _ ON6y to T/PE T'j CURB 0 SIDEWALK ACCESSIBLE SPACES:E 8 urnp� ACCESSR LE 176 -1 c ® ThisCHITS g Is A.Reuse, yy 4En..••" 0 5 20 40 ARCHITECT LA.Reuse,repbdumb� i 1/2'.1 0 'LI. 0 or publication by any means la etchry TOTAL: 178 SPACES n prohwnsd e t W w tten pennma on _ oI ARCHITE�LA. ®CopyAgM 2004 99015 A4-ROOF PLAN,DETAILS Thursday.Januaw 15 2004/1:30 PM INSULATION BAFFEL 1 1/4•X 11 7/8'TIMBERSTRAND SOLID BLOCKING W/3.2" CIA.HOLES EACH BLOCK IDS DSF PLYWOOD SHEATHING, CAP SHINGLES SEESTRUCTURAI SHINGLES ................................................................. ................................ ...... DS I I _. DS PVC RIDGE VENT 1 METAL low FLASHING I e 2'CONT. CONT.RIDGE VENT SOFFIT VENT 10 CEDAR TRIM �. 3• COMP.PANELSOFFIT CEDAR FACIA A7 ARCHITECT•LA COMP.SIDING - OS i 805 S.E.SHERMAN STREET MolsruRE BARRIER PLYWOOD SHEATHING Aa q4 I PORTLAND,OR 97214-4666 503/21-1122 2'•0 I ' FAX 503 3 231-0317 DS 1 E EAVE&SOFFIT 1 D VENTED RIDGE CAP SCALE:1 1/2"=1'0". SCALE:3"=1'D" I T� I ;., COMP.SIDING 3` GYP.SHEATHING DS PLYWOOD SHEAR PANEL ASPHALT SHINGLES OVER MOISTURE BARRIER PREFABRICATED WOOD TRUSS,SEE STRUCTURAL CUPOLA VENTS WALL MOISTURE BARRIER,EXTEND WOOD DECKING - Z O OVERTOP OF FLASHING 'v METAL FLASHING D8 1 �` Z< 4, ROF MOISTURE BARRIER,EXTEND DS D3 J ?'. 4-OUP WALL UNDER FLASHING METALFLASHING DS ASPHALT SHINGLES i .......'.................... .......................................... ........................................... Q PLYWOOD ROOF METAL GUTTER �'f J ' '• SHEATHING 2X8 CEDAR FACIA MASONRYCOLUMN - L.L pp�\� a r Q BEYONDLL 1E D3 DS ROOFIWALL FLASHING 2D EAVE AT ENTRY CANOPY r 4 ~ 2 E SCALE:3"=1'0" A4 qq Aq AB CONT.RIDGE VENT - ASPHALTSHINGLES L DS .-- METAL FLASHING �— 1XCEDARTRIM *RC PLYWOOD SHEAR PANEL - MOISTURE BARRIER END WALL TRUSSDS D3COMP.SIDINGDS DS e A4 CONT.RIDGE VENT e RAKE DETAIL �- -- - - - - - - -� CONTENTS: `�E scALE:11n"=ro I ROOF PLAN,DETAILS DS DS PROJECT: 99015 a8 Ds DS ® DRAWN BY: DM/BO DATE: 1/16/04 ASPHALT SHINGLES �— METAL FLASHING A) REVISIONS: ROOF PLAN 1XCEDARTRIM VQ SCALE:1/8'.1'0' PLYWOOD SHEAR PANEL MOISTURE BARRIER END WALL TRUSS MASONRYVENEER a4 Thls drawing Is the exclusive property of - - ARCHITECT•LA.Reuse,reproduction or publbetion by any means Is atrl Mly LLRAtKE DETAIL AT MASONRY VENEER:1 1/2"=1'0' ® pRlTht cept byy written permlasl�4 of ARCHITECT•LA. ........ ................ ELECTRICAL �o �° �o �° 0 WOMEN O ,pg ® BU INESS 10 ....... HALLWAYPASTOR TI 105 107 O o I� ®EN ® ® ARCHITECT•LA ........ ::;:::; tOs ® ® 805 S.E.SHERMAN STREET W RKRO M PORT AND,OR 97214 4666 . FAXX 503 03/231231-0317 ....... .."..... .."...... STORAGE ® PQ ® ® ® O O O ....•••. ® CLASSROOM TOILET ® FOYER ATTIC ATTIC, 109 cc MECH. ................ ® S® 11 ® VEOSTTIIBULE O O ........ DECK ................ TOR. ........ 111 IL F1 ® ................ ........ BASEMENT REFLECTED CEILING PLAN CLASSROOM ........ ................ 112 CLASSROOM CLASSROOM 4 O SCALE:1/8"=1'0" ® 122 1 J V vJ MECH.ATTIC REFLECTED CEILING PLAN ® ® ® <J IM< ® •�— ® ® ��— ® J Q � UZ ® ® ULTI-PURPOSE 13 v v LICENSED ® ARCHITECT ® ,'® AR•2542 Ag' ly'SS'/@LL ® ® ® ® '�I STAtEOFIDAFiO ACTIVITIES QUILT RM. ®117 ® HALLWAY ® ® ® 12F" 118 STOR. 771 115 � 1 E ® ® ® ® ® REFL.CEILING PLAN, 0 KITCHEN DETAILS PROJECT: 99015 DRAWN BY: DM/BO DATE: 1/16/04 N �,�nMA�INFLOOR REFLECTED CEILING PLAN REVISIONS: " FRCP(EGEND. .`.. 7 ® °EXIT'LIGHT FIXTURE U{ WALL SCONCE ® 2'x4'FLUORESCENT LIGHT V TRACK LIGHTING 0 150'FLUORESCENT LIGHT ® ® HVAC SUPPLY GRILLES ® PENDANT MOUNTED FLUORESCENT LIGHT m HVAC RETURN GRILLES r� 4'WALL MOUNTED FLUORESCENT LIGHT Uli HVAC EXHAUST DUCT .—� STRIP FLUORESCENT LIGHT This drawing is the exclusive ropertyof FIXTURE ARCHITECT•LA.Reuse,re Produdbn or publicatlon by any means is strictly O SURFACE MOUNTED FIXTURE prohibited except by written pemdssion of ARCHITECT•Ly. 0 Copyright 2004 99015 A&EXTERIOR ELEV - Thureda Janue 15 2004 2:24 PM 12 Q5 PREFAB.CUPOLA,VENTED MASONRY .4 1Db CENTER ON WINDOW BELOW ❑�❑❑❑� 6 ASPHALT E RAKED JOINT ��❑❑�� SHINGLES q8 ❑❑ 10 2E 18 �` 10 nn 10'T.O.P. zD ❑ COMP.SIDING ic 10 1 E DETAIL AT HORIZONTA�LEG 1 p CROSS DETAIL TRIM PIECE 11 A ❑ ®❑ 2B B A ❑ ❑ A A ❑� ARCHITECT•LA SCALE:1 1/2"=1'0" 0" MASONRY Mll�l❑ �❑ ❑ ❑❑ ❑❑ 805 S.E.ND,OR 7 STREET PORTLAND,OR 97214-4666 a-0"F.FL. 20 ❑ 4 0 503/231-1122 — FAX 503/231-0317 10 1 - IM. D.S. D.S. D.S. D.S. D.S. D.S. 1 C EAST ELEVATION r ' SCALE:iB'=1'0' - V `--------------------- i 8 COMP. SIDING 2E zO ASPHALT SHINGLES Z —FIAKED JOINT ♦_ J ��!DETA�ILAT VERTICAL LEG 12SIDNGW W w� - 10'T.O.P.� J0" Y' MASONRY �p (� BRICK 1A COMP. �❑ LSZJt—I Q SIDING ❑❑ ❑❑ T TRIM PIEC n: TYP. V-0"F.FL {^s . U Z cc 2C NORTH ELEVATION O `� scALE:1/S'=r o , , `---------------- ------------- V+ COMP.SIDING MOISTURE BARRIER ROD S SEALANT q CEDAR TRIM v MASONRY VENEER.MATCH BRICK EDGES BELOW ASPHALT SEE CROSS SHINGLES 1 DETAILS THIS o SHEET _ 15'T.O:� A ONRY ARCHITECT 1aT•O•P•�- AR-2542 ■ ❑ MASONRY ❑ �❑ �❑ ❑ ❑ ❑ C ❑ SIDING B B TRIM L PIECE TYP. STATE MAHO D.S. D.S. D.S. D.S. D.S. D.S. D.S. 1 E WALL TRIM AT BRICK VENEER 3C WEST ELEVATION CONTENTS: SCALE:3^=ro° SCALE:1/8"=1'0• -------------------------------------------------', EXTERIOR ELEVATIONS ---------------- PROJECT: 99016 DRAWN BY: DM/BO COMP. -- SIDING —__-- — OMP. DATE: 1/16/04 --- -- _ — REVISIONS: WALL LOUVERS ___ ASPHALT SEE MECH. — SHINGLES COMP. ------ SIDING III���III III���III MATCH TOP OF WOOD TRIM W/ TROP OF WINDOW BRICK 1c MASONRY C to IMP. ❑❑ m SIDING 2c —TRIM PIECE Q t SOUTH ELEVATION ------------------•------- - ------------ ----------------------- ------------- RCHI�c��L"AaReuse"reprapau«Io or Publkatbn by any means la strictly 4 C SCALE:1 S"=1'0" '.-AR' ted except by written pe mission d ARCHITECT I . 0 Copyright 2004 99015 A7 BUILDING SECTIONS Thursda January15 2004/ 28 PM 1D 9 12 5 4E A] ASPHALT SHINGLES OVER WOOD DECKING 1 12 TIMBER TRUSS,SEE STRUCTURAL 5� ••• I \• MECHANICAL E HANIA` R 2 RAILINGS _ ARCHITECT•LA 10'-0• ♦. A° \ / 805 S.E.SHERMAN STREET ♦ ;, PORTLAND,OR 97214-4666 .• • Fa 503/231-1122 FAX 503/231-0317 A4 ♦ � 1 MASONRYVENEER OVER ♦ _-.--___ 1 WOOD COLUMN 2X6 STUD WALL ------- 2 4D """" CEILING 1 2 MEN JANITOR CORRIDOR ----- WORKROOM BUSINESS OFFICE 0'-0" 108 107 105 -------- 104 102 10 81M I 0'-0' 2E ENTRANCE CANOPY SECTION _________ Z SCALE:1/4"=V0' OT ASPHALT SHINGLES OVER .dam WOOD DECKING 12 TIMBER TRUSS,SEE WATER- J Q PROOFING, STRUCTURAL - Q TYP. W 5 ♦ - 4 STORAGE 1 HR.RATED STAIRWELL ENCLOSURE /R 4 V •`♦ STORAGE GRAVEL 101-0' ♦ 2� FILL Q J ♦• � 81M. ...• F1 �Q •id-0 LL MASONRYVENEER OVER WOOD I "COLUMN - T. .S. t0`5" (�Z T.O.C. 4O o It 1� BUILDING SECTION CAI NOTE:SEE SHEET 0'-0' ASSEMBLIIES SHOWNFOR P pig' U/ 3E ENTRANCE CANOPY SECTION D SCALE:1/8"=1'0" n4 RIDGE BEYOND ------------------------------- _____________.___________________________________ 12 5 �iJ 410 ARCHITECT ED 20 ARCHR'ECT . - A7 .. AP.•2542 A4 �,''• A>3,'11 15'-0' I STA OF IDAHO T.O.P. LINE OF SOFFITTED CEILING BEYOND CONTENTS: BLDG.SECTIONS To T.O.P. PROJECT: 99015 ORGAN BY MULTI-PURPOSE ❑ OWNER ACOUSTIC INSULATION,TYP. 113 ACOUSTIC INSULATION DRAWN BY: DM/BO ACTIVITIES ❑ ❑ CLASSROOM CLASSROOM MEN WOMEN DATE: 1/16104 117 2 112 109 2 108 106 ❑ PORTABLE PLATFORM . REVISIONS: BY OWNER ......:»..... ............................................... ........ F2 .................................................................................. F3 FIN.FL. r—CONTINUOUS VAPOR BARRIER TYP. 4 31.1 ACCESS HATCH BEYOND STORAGE 17 4 CE ' TECT�IA R eus,r s ro BUILDING SECTION orp""ceo� maI MARVHeITeEAwrRten pek SCALE:1/4"=1'0" •10'-8° ®Copyright 2004 MOISTURE BARRIER NOTE:SEE 1D/A10 - COMPOSITION COMP.SIDING t� FOR FLASHING DETAIL SIDING MOISTURE BARRIER FIN DOW NAILING _____________ ROD&SEALANT METAL FLASHING WOOD TRIM AT HEAD ONLY .3 Y2"X 1 i/4' WOOD TRIM HEADER,SEE STRUCTURAL 312'X11/4" MOISTUREBARRIER MOISTUREBARRIER - METAL FLASHING .WRAP BACK INTO WINDOW OPENING MASONRY VENE MATCH WINDOW RAIL ROD&SEALANT—i SIDING MOISTURE BARRIER STRUCTUSEE RAL METAL FLASHING MOISTURE BARRIER, 312"X 3/4'TRIM PIECE LAP OVER FLASHING ''' •, STEEL FSDNG AT HEAD ONLY ANDN L FN a SIDING '` ' " LA SEE STRUCTURAL E STRUCTURAL '. GYP.WALLBOARD WOOD TRIM DRIP 312'X 1 1/4' WOOD TRIM ROD&SEALANT METAL FLASHING 312"X1 1/4" COMPOSITION PLAN I. MOISTURE BARRIER PLYWOOD SHEAR PANEL SIDING GYP.BD. WHERE OCCURS qg MASONRY VENEER BACKER ROD VINYL WINDOW MOISTURE BARRIER ARCHITECT•LA PLY,SHEAR PANEL WINDOW NAILING AND SEALANT FOAM AIR SEAL PLYWOOD SHEAR 805 S.E.SHERMAN STREET 22 FIN PANELS PORTLAND,OR 97214-4666 I EDGE BEAD s FAX 03 231 0 4 1/2" L e° VINYL WINDOW FAX 503/231-0317 T HEAD/JAMB SILL OVERLAP SIDING A IN. OF1-1/4" 1 E WALL TRIM AT BRICK VENEER 1 D WINDOW FLASHING DETAIL 1 C VINYL WINDOW JAMB HEAD 1 B VINYL WINDOW, HEAD, BRICK 1 A�S. CAL BANDING TRIM SCALE:3'=1'0" SCALE:8"=i'0" SCALE:3"=1'0" SCALE:3'-TO" 3'=1'0" GYP.BD.AT VINYL WINDOW SIM.COND. MASONRY VENEER VINYL WINDOW STRUCTURAL SUPPORT BY CONT CTOR.SEE STRUCTURAL WOOD SILL GYP.BD.®SIM ROD&SEALANT LAP MOISTURE BARRIER -- COND. NOTE:SEE 10/A10 OVER FLASING 4'MIN. FOR FLASHING DETAIL 7 3/8"TH EADED ROD BY SACKER ROD Oct L-70- PARTI ON MANUFACTURER AND SEALANT MOISTURE BARRIER �-.GYP.WALLBOARD PEAGRAVEL 0'-0' GYP.8D. WOOD TRIM WRAP BACK INTO OPEN JOINT WEEPS T•O.SH• T z Q WINDOW OPENING J 0 312D 1N' T EEPS FLASHING < METAL FLASHING W W W— HOLLOW METAL FRAME 71/4" 41/2'. GRADE MOISTURE BARRIER MASONRY VENEER GYP. .CEILINGQ UNDER WINDOW FIN - Q J S AND FLASHING.WRAP - I BACK INTO OPENING °r Q HARD ODD TRIM WOOD FRAME WALL SEE STRUCTURAL mm t PLANS FOR FOUND. T LL LL TRACK BY PARTITION I - AND FOOTING DETAILS i MANUFACTURER d• r, MOVABLE PARTITION TRACK ° DRAINAGE FILL 0 2E 2D HOLLOW METAL WINDOW,JAMB/SILL/HEAD 2C VINYL WINDOW SILL 2B VINYL WINDOW,JAMB, BRICK VAPOR BARRIER o . SCALE:3"-1'0" SCALE: 4' .. SCALE:3"=i'0" 3"- r H.M.DOOR EDGE BEAD ;p "°4'• DRAIN r VINYL WINDOW R PIPE :t FRAME - HARDWOOD BILL - 4 '' 4' ..._ryy;,•,b :aq' ROLLED-EDGE TRIM ALUMINUM"Z°SILL ROD 8 SEALANT SEMI-RECESSED SAX4 WOOD TRIM PIECE METAL CABINET PLYWOOD SHEAR PANEL A.F.F. WOOD DOOR GYP.BD. WOOD TRIM MASONRY VENEER GYP,WALLBOARD SEALANT 2A TYP.FOUNDATION/MASONRY WALL BASE MOISTURE BARRIER HOLLOW METAL FRAME WRAP BACK INTO SCALE:1 1/2'=1 0" LICIMSC0 ua. - MOISTUREBARRIER WINDOWOPENING ,' ARCHITECT O COMPOSITION AR-rAZ SIDING t. WOOD FRAME WALL Llkm STATED IDAHO t; MOISTURE BARRIER PLYWOOD SHEATHING FIRE EXTINGUISHER CABINET TYPICAL INTERIOR DOOR FRAME -� TYP. EXTERIOR DOOR JAMB VINYL WINDOW SILL BRICK coMPosrcloN 3E 3D ��' -- 3B SIDING CONTENTS - --- SCALE:1'-1'0" SCALE:3"=1'0" SCALE:3"=1'O" SCALE:3'.1'0" UNDERLAYMENT DETAILS LT z T.OSH. DOOR 7o OPERABLE FOUND. PROJECT: 99015 ACCESSIBLE p VENTWHEREOCCURS THRESHOLD 1' -----n 2' DRAWN BY: LOPE GRADE I' AWAY FROM COMP.SIDING METAL FLASHING I I BI TYP. DATE: 1/16/04 MOISTURE JOINT FILLER AT VENT LOCATIONS EXPANSION II G.LVENTWELL t'-31/2" __!�— AS REQUIRED INSULATION BAFFLE REVISIONS BARRIER WOOD TRIM \ SEE STRUCTURAL PLANS FORFOUND. SEALANT SHEATHING 11 i/2" SLOPE AND FOOTING DETAILS SEALANT '�� 1:20 MAX � 5/40 TRIM COMP,SIDING MASONRY VENEER - ' WATERPROOFING MASONRY VENEER p'. p•.' MOISTURE Y Y ' VAPOR BARRIER DRAINAGE FILL'71 2-0 BARRIER RAKED JOINT _ r SHEATHING `? COLUMN,SEE COLUMN,SEE — STRUCTURAL '4' 8TRUCTURAL 4:(1:. 4:CY: •. .. a""a.,4,...Q::t'F' ,:G� TYP.OUTSIDE CORNER TYP.INSIDE CORNER This drawing NLA.the ezdualverepr pr odudlon ogeny oI ARCHITECT• Reuse, 4E TYPICAL SIDING TRIM 40 FREESTANDING COLUMN 0 EAST ENTRY 4C COLUMN 0 NORTH&SOUTH ENTRY 4B THRESHOLD AT ACCESSIBLE ENTRY 4A TYP. FOUNDATION/WALL BASE or publMation by any means leatrbtly prohlblted ezapt by wrHten permission of ARCHITECT•LA. SCALE:3"=1'0" SCALE:1 1/2"=1'0" SCALE:1 1/2"=1'0' SCALE:3"=1'0" SCALE:1 1/2"=1'0' 0 Copyrlght____--_------2004 STRUCTURAL NOTES OUR SAVIOR LUTHERAN CHURCH - TWIN FALLS DIVISION 1 -GENERAL DIVISION 6-WOOD A. GENERAL B. REINFORCING A. ROUGH CARPENTRY CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION.THE DRAWINGS GOVERN OVER 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON FOUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY THE GENERAL NOTES TO THE EXTENT SHOWN. 2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED, USE ONLY LOW HYDROGEN DRAWINGS: (PER UNIFORM BUILDING CODE) 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4 A. JOISTS,BEAMS AND STRINGERS DOUGLAS FIR#2 GRADING AND SUBGRADE COMPACTION REF.PROJECT SPECIFICATIONS P GEOTECHNICAL COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH 3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD 6 INCH NOMINAL AND GREATER DOUGLAS FIR#1 ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES- ACI STANDARD 315. B. BUCKS, BLOCKING, BRIDGING, AND MISC. DOUGLAS FIR OR HEM FIR#3 FOOTING EXCAVATION AND COMPACTION P GEOTECHNICAL NOTIFY VLMK CONSULTING ENGINEERS(VLMK)OF ANY DISCREPANCIES OR IF ACTUAL 4. PROVIDE 2'-0"X 2'-0"CORNER BARS TO MATCH HORIZONTAL REINFORCING IN C. STRIPPING DOUGLAS FIR#3 _ CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED, POURED-IN-PLACE WALLS AT ALL CORNERS AND INTERSECTIONS D. 2x4 STUDS DOUGLAS FIR STUDS FOOTING FORMWORK AND REINFORCEMENT P TESTING LAS/ENGINEER 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION 5. SPLICES IN WALL REINFORCING SHALL BE LAPPED(40)BAR DIAMETERS(2'-0-MINIMUM) E. 2x6 STUDS DOUGLAS FIR #2 OF VERTICAL AND LATERAL LOAD SYSTEMS.VLMK HAS NOT BEEN RETAINED TO PROVIDE AND SHALL BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. F. SILLS,LEDGERS,PLATES,STRIPPING.ETC. PRESSURE TREATED HEM FIR#2 CONCRETE: ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, 6. ALL OPENINGS SMALLER THAN 30 INCHES X 30 INCHES THAT DISRUPT REINFORCING SHALL IN CONTACT WITH CONCRETE AND WOOD METHODS, TECHNIQUES, SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HAVE AN AMOUNT OF REINFORCING EQUAL TO THE AMOUNT DISRUPTED PLACED BOTH G. POSTS,COLUMNS(SAWN) DOUGLAS FIR#1 PLACING OF REINFORCING FOR SLAB-ON-GRADE P TESTING LAB/ENGINEER WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, SIDES OF THE OPENING. H. ROOF,FLOOR AND WALL SHEATHING TO BE APA RATED SHEATHING, EXPOSURE I, OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS 7. PROVIDE THE FOLLOWING REINFORCING AROUND WALL OPENINGS LARGER THAN 30 INCH X CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCEPT NER-108. PLACING OF REINFORCING FOR REINFORCED WALLS P TESTING LAB/ENGINEER PROJECT. 30 INCH: SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR SPAN RATING. 4 MERE SHALL APPLY.IS MADE TO ASTM, RISC,ACI OR OTHER STANDARDS, THE LATEST B. (22J#5 OVER OPENING PENINGOPENINGXX OPEOPENING WIDTH PLUS 2'-0"EACH SIDE, SINSTALL ROOF NLESS OTHERWISE NOTED.USE LONG SPAC DIMENSION PROVIDEPERPENDI 1/8 CULAR T AND PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE SEE NOTE 6,ITEM A C TESTING LAB 5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. C. (2)#5 EACH SIDE OF OPENING X FULL STORY HEIGHT, EDGE JOINTS(1/4 INCH FOR JUMBO PANELS)WHENEVER SHEATHING IS EXPOSED TO PLACING OF CONCRETE FOR REINFORCED WALLS SEE NOTE 6,ITEM A C TESTING LAB ARCHITECT • LA 6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2000 INTERNATIONAL BUILDING CODE D. PROVIDE 90 DEGREE HOOK FOR BARS AT OPENINGS IF REQUIRED EXTENSION PAST WET WEATHER, FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE 805 S.E.SHERMAN STREET (IBC)AS AMENDED BY THE STATE OF IDAHO AND ALL OTHER STATE AND LOCAL BUILDING OPENING CANNOT BE OBTAINED. APPROVED BY ENGINEER.INSTALL 2x4 OR THICKER BLOCKING AT UNSUPPORTED PRIOR TO AND DURING CONCRETE PLACEMENT FOR. C TESTING LAB PORTLAND,OR 97214-4666 REQUIREMENTS THAT APPLY, B. PROVIDE(2)#4 CONTINUOUS BARS AT TOP AND BOTTOM AND AT DISCONTINUOUS ENDS JOINTS IN WALL SHEATHING.BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON CAST ANCHOR BOLTS AND EMBEDMENT PLATES 503/231-1122 7. DESIGN.CRITERIA: OF ALL WALLS. DRAWINGS. DRILLED-IN ADHESIVE ANCHORS,RODS AND DOWELS SHALL FAX 503/231-0317 BASIC ROOF LIVE LOAD: 28 PSF(MINIMUM) 9. PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL,PILASTER AND COLUMN .I. GYPSUM SHEATHING TO BE 1/2 INCH THICK ASPHALTED GYPSUM BOARD, PER ICBO EVALUATION REPORT C TESTING LAB FLOOR LIVE LOAD: PER PLAN REINFORCING.(POURED IN PLACE COLUMNS AND WALLS). J. GLULAM BEAMS: Fb- 2400 PSI,E= 1,800.000 PSI PER AITC 117 SPECIFICATION. BE CONTINUOUSLY INSPECTED DURING INSTALLATION WIND: 90 MPH (3 SECOND GUST)EXPOSURE B 10.LAP ALL BARS IN INTERSECTING FOOTINGS 2'-0"OR(40)BAR DIAMETERS,WHICHEVER IS SIMPLE SPANS COMBINATION: 24F-V4 DRILLED-IN EXPANSION/WEDGE SEISMIC: SITE CLASS D, S-0.207, SI-0.09 GREATER. CANTILEVER SPANS COMBINATION: 24F-V8 ANCHORS IN CONCRETE p�ICBO EVALUATION REPORT C TESTING LAB 8. MECHANICAL EQUIPMENT,MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN 11. ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN SUBMIT SHOP DRAWINGS. (UNLESS OTHERWISE NOTED ON DRAWINGS) DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 OTHERWISE ON DRAWINGS. K. PARALLAM (PSL)BEAMS: ALL PSL SHALL BE MANUFACTURED BY TRUS JOIST STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: POUNDS SHALL BE HUNG BY A SYSTEM PROVIDED BY VLMK.ANY HANGER OR SUPPORT 12.EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. MACMILLAN.Fb= 2900 PSI,E= 2,000,000 PSI,Fv= 290 PSI. PRODUCING A LOAD OF OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED L. TIMSERSTRAND(LSL)STUDS: ALL LSL SHALL BE MANUFACTURED BY TRUS JOIST SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALLS UNLESS MACMILLAN. Fb=2250 PSI,E= 1,500,000 PSI, Fv= 400 PSL OTHERWISE PROVIDED, DIVISION 5-METAL M. MICROLLAM(LVL)BEAMS: ALL LVL SHALL BE MANUFACTURED BY TRUS JOIST OTHER INSPECTION REQUIREMENT'S: 9. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE MACMILLAN. Fb= 2600 PSI,E= 1,800,000 PSI, Fv= 285 PSI. OUR SAVIOR LUTHERAN CHURCH PROJECT LOCATED IN TWIN FALLS,IDAHO.POSSESSION A. GENERAL 2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL MOUNTED PLACEMENT OF ROOF SHEATHING AND NAIL SPACING P TESTING LAB OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE 1. ALL STRUCTURAL MEMBERS TO BE.DETAILED,FABRICATED AND ERECTED IN ACCORDANCE ITEMS INCLUDING CABINETS, DOOR STOPS, ETC. WHOLE,OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. WITH THE LATEST EDITION OF AISC STANDARDS.SUBMIT SHOP DRAWINGS OF ALL 3. CONNECTORS: PLACEMENT OF SHEATHING AND NAIL SPACING FOR 10.PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. STRUCTURAL STEEL. A. TIE STRAPS, FRAMING ANCHORS, HANGERS,STIRRUPS,COLUMN CAPS, COLUMN BASES, VERTICAL WOOD STUD SHEAR WALLS P TESTING LAB SHOP DRAWINGS OF BIDDER DESIGNED ITEMS ARE TO BE PREPARED BY,AND BEAR THE 2. ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS ETC.,TO BE SIMPSON AS DETAILED,OR AS APPROVED.PRIME COAT MISCELLANEOUS STAMP OF AN IDAHO LICENSED ENGINEER(PRODUCT ENGINEER).SUCH DRAWINGS STAMPED BY AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. STEEL.FULLY NAIL ACCORDING TO MANUFACTURER'S SCHEDULE USING THE LARGEST SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY 3. IF REQUIRED BY JURISDICTION,CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE SIZE SHOWN. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO WAY,OR SHALL CALL TO THE ATTENTION OF VLMK THAT THE PRODUCT ENGINEER HAS PERMIT FOR BIDDER DESIGN STRUCTURAL SYSTEMS. CONNECT WITH'U'TYPE HANGER UNLESS OTHERWISE NOTED ON DRAWINGS. DEVIATED FROM THE VLMK DESIGN DRAWINGS. B. MATERIALS B. NAILING: ALL NAILS SPECIFIED ON DRAWINGS TO BE COMMON NAILS UNLESS ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO 1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. OTHERWISE NOTED.ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1,NAILING STRUCTURAL OBSERVATION SUBMITTAL.TO THE ENGINEER.UNLESS OTHERWISE INDICATED,SHOP DRAWINGS SHALL BE 2. ALL STEEL PLATE, ANGLES,CHANNELS,ETC. TO BE ASTM A36 TYPICAL UNLESS SCHEDULE.OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. PROVIDED ON THE FOLLOWING: OTHERWISE NOTED, C. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR SUBSTANTIAL COMPLETION OF CONCRETE WALL AND TESTING LAB NGINEER p A. PREFABRICATED STRUCTURAL MEMBERS AND COMPONENTS(EG. TRUSSES,GLU-LAM 3. PIPE: PIPE ASTM A-53(Fy=35 KSI),TYPE E OR S,OR ASTM A501 (Fy-36 KSI). CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING.CHECK AND RESINK IF JOIST FRAMING 0 BEAMS, ETC.) 4. STRUCTURAL TUBING TO BE ASTM A-500 GRADE B(Fy=46 KSI). NEEDED,IMMEDIATELY BEFORE ROOFING. B. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. 5. UNLESS OTHERWISE NOTED,BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS AND 4. DELIVERY AND STORAGE: AT COMPLETION OF THE LATERAL FORCE RESISTING SYSTEM P ENGINEER C. ALL REINFORCING STEEL, A307 FOR ANCHOR BOLTS AND CONNECTIONS WITH WOOD, PROVIDE STANDARD PLATE A. ALL LUMBER AND SHEATHING DELIVERED TO THE SITE SHALL BE PILED OFF THE WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. GROUND AND PROPERLY PROTECTED AGAINST WEATHER.DIVISION 2-SITE WORK 6. DRILLED EXPANSION ANCHORS/EPDXY ANCHORS: 5. NOTIFY ENGINEER FOR OBSERVATION OF ROOF SHEATHING NAILING.OBTAIN ENGINEER'S STRUCTURAL OBSERVATION NOTES: EPDXY ANCHORS: APPROVAL PRIOR TO STARTING ROOF INSTALLATION. A. GENERAL BASE MATERIAL PRODUCT I.C.B.O.NO. 6. CUTTING AND NOTCHING OF JOISTS IS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 4B HOURS IN ADVANCE OF 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR CONCRETE EPCON CERAMIC 6 EPDXY ANCHOR BY ER-4285 DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED REQUIRED OBSERVATION(S).APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF !" 1 UNDER PAVED AREAS. ITW RAMSET/RED HEAD BY ENGINEER. RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL 2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL. CONCRETE EPDXY TIE ET ADHESIVE ANCHOR BY ER-4945 7. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. Ul Q PLACE FILL IN LIFTS NOT TO EXCEED 8 INCHES AND COMPACT TO 95%.STANDARD ASTM SIMPSON STRONG-TIE COMPANY, INC. - AND PLUMBING PIPES,BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT p, UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET N aas D-1557 UNDER FOOTINGS, UNbER PAVED AREAS AND UNDER FLOOR SLABS. CONCRETE HILTI HY-150 ADHESIVE ANCHOR BY ER-5193 OF THE WIDTH OF THE STUD.HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY REPORTED _ 3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED HILTI,INC. BE DRILLED IN THE STUD. DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. ROCK WITH LESS THAN 5%PASSING THE#200 SIEVE. CONCRETE POWER-FAST ADHESIVE ANCHOR BY ER-4514 B. WOOD CHORD.PLYWOOD JOISTS x cc 4. DESIGN SOIL PRESSURE 1,500 PSF PER TABLE 1804.2 OF THE 2000 IBC, POWER FASTENERS,INC. 1. ALL TJI'S SHALL BE MANUFACTURED AND DESIGNED BY TRUS JOIST OR A PRIOR U. 5. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED COMPACTED FILL, MASONRY HILTI HY-150 ADHESIVE ANCHOR BY ER-5193 APPROVED JOIST MANUFACTURER WITH ICBO APPROVAL TO THE FOLLOWING LOAD SPECIAL INSPECTION PROGRAM NOTES: a MINIMUM OF 24 INCHES BELOW FINAL GRADE. NOTIFY VLMK BEFORE PROCEEDING IF ANY HILTI,INC. REQUIREMENTS: 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. UNUSUAL CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS. DRILLED EXPANSION ANCHORS: 2. ROOF JOISTS: C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING 6. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS. BASE MATERIAL PRODUCT I.C.B.O.NO. A. 25 PSF LIVE LOAD(SNOW PLUS DRIFTING) THE WORK REQUIRING SPECIAL INSPECTION. 7. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL BY HAND. CONCRETE RED HEAD TRUBOLT WEDGE ANCHOR BY ER-1372 B. 10 PSF DEAD LOAD TOP CHORD P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY B. EXCAVATIONS MAY BE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES.BACKFILL TO BE -ITW RAMSET/RED HEAD C. 5 PSF DEAD LOAD BOTTOM CHORD TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED APPROVED BY GEOTECHNICAL ENGINEER. CONCRETE SIMPSON WEDGE-ALL ANCHOR BY ER-3631 D. ALLOWABLE INCREASE IN WOOD MEMBER STRESSES DUE TO DURATION OF LOADING PERMIT DRAWINGS AND SPECIFICATIONS. P" SIMPSON STRONG-TIE COMPANY, INC. 15 PERCENT MAXIMUM. DI ION 3-CONCRETE AND REINFORCING CONCRETE HILT KWMK-BOLT II ANCHOR BY ER-4627 3. FLOOR JOISTS: 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: ftwk- Ile HIILT,INC. A. 50 PSF LIVE LOAD(OFFICE) ENGINEER: VLMK ENGINEERS A. CONCRETE MIX/MATERIAL MASONRY HILTI KW1K-BOLT II ANCHOR BY ER-4627 B. 100 PSF LIVE LOAD(CORRIDORS) GEOTECHNICAL: TO BE DETERMINED 1. STRENGTH: AVERAGE 28 DAY STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER HILTI,INC. C. 125 PSF LIVE LOAD(LIGHT.STORAGE) TESTING LAB: TO BE DETERMINED TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. D. 20 PSF DEAD LOAD(PARTITION) DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS.PROVIDE MINIMUM EMBEDMENT E. 15 PSF DEAD LOAD TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. CONCRETE TO BE USED.CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. AND SPACING UNLESS OTHERWISE NOTED ON DRAWINGS.SPECIAL INSPECTION OF ANCHOR 4. ALL BRIDGING,BEARING HARDWARE,BLOCKING,HANGERS,ETC.,THAT CONNECT TO THE THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY co 2. MINIMUM MIX REQUIREMENTS: INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. JOISTS SHALL BE PER TRUS JOIST STANDARD DETAILS. EMPLOYED BY THE OWNER OR OWNER'S AGENT,NOT THE CONTRACTOR OR SUB CONTRACTOR,PER LOCATION MIN.COMP. SLUMP MIN. CEM. ADMIXTURES 7. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM S. JOIST ERECTOR SHALL EXERCISE EXTREME CARE DURING ERECTION OF JOISTS TO PREVENT I.B.C.SECTION 1703.THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE STRENGTH (A) CONTENT A653 GRADE D WITH(Fy-50 KSI). LIGHT GAUGE STEEL 15 GAUGE AND LIGHTER SHALL BE THE JOISTS FROM BUCKLING LATERALLY.USE SPREADER BARS FOR LIFTING JOISTS AND DESCRIBED IN I.B.C.SECTIONS 1703 AND 1704.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED N�7 FOOTINGS 2,500 PSI 0"-5" 470 ' NONE FORMED FROM ASTM A653 WITH(Fy=33 KSI).DETAIL AND FABRICATE LIGHT GAUGE STEEL PROVIDE LATERAL BRACING AS NECESSARY. PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATSFACTION OF THE BUILDING OFFICIAL, INTERIOR SLAB ON GRADE 3,500 PSI 2"-4" 517 ((B?),(D)) PER AISI STANDARDS. 6. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED AND STAMPED BY AN ENGINEER FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL1 EXTERIOR SLAB ON GRADE 3,000 PSI 2"-4" 517 (83, (C), (D) C. WELDING REGISTERED IN THE STATE OF IDAHO. INSPECTION. WALLS 3.500 PSI 2"-4° 517 B 1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX C. LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES MISCELLANEOUS 31000 PSI 0"-5" 470 (a) ELECTRODES.CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS 1. ALL LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: A. SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT.SOME WELDS SHOWN AS ENGINEER REGISTERED IN THE STATE OF IDAHO TO THE FOLLOWING LOAD REQUIREMENTS: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. 2. ROOF TRUSSES: AGREEMENT,PROVIDED BY THE LOCAL JURISDICTION. B. WRA= WATER REDUCING AGENT. - A. 25 PSF LIVE LOAD(SNOW PLUS DRIFTING) B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT C. AE= AIR ENTRAINMENT. B. 10 PSF DEAD LOAD TOP CHORD DRAWINGS AND SPECIFICATIONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE D. POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREE FAHRENHEIT. C. 5 PSF DEAD LOAD BOTTOM CHORD ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO THE ENGINEER AND 3. USE TYPE I CEMENT,PER ASTM C-150 UNLESS OTHERWISE APPROVED. D. ALLOWABLE INCREASE IN WOOD MEMBER STRESSES DUE TO DURATION OF LOADING TO THE BUILDING OFFICIAL. C3 4. AGGREGATE ASTM 3. SIZE TO BE 1 1/2 INCH MINUS FOR SLABS ON GRADE 15 PERCENT MAXIMUM. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE ALL OTHER CONCRETE MAY USE 3/4 INCH MAXIMUM SIZE AGGREGATE. E. UPLIFT AS SPECIFIED IN UNIFORM BUILDING CODE. BUILDING OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR AND(OTHER DESIGNATED PARTIES),IN A 5. SUBMIT A COMBINED GRADATION ANALYSIS FOR ALL SLABS ON GRADE MIX 3. ALL BRIDGING,BEARING HARDWARE,BLOCKING,HANGERS,ETC.,THAT CONNECT TO THE TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. yTpNALF DESIGNS. 1 1/2 INCH AGGREGATE SHALL CONSTITUTE A MINIMUM OF 5 PERCENT IN THE TRUSSES SHALL BE PER TRUS JOIST MACMILLAN STANDARD DETAILS. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REWIRING 1ST 6. MAXIMUM WATER ALLOWED IN SLAB GRADE MIX DESIGNS IS h0�y GRADATION (I.E.5PERCENT RETAINED ON THE 1 1/2 INCH SIEVE). 4. TRUSS ERECTOR SHALL EXERCISE EXTREME CARE DURING ERECTION OF TRUSSES TO SPECIAL INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN-GENERAL CONFORMANCE WITH �7t O ER PREVENTTHE TRUSSES FROM BUCKLING LATERALLY. USE SPREADER BARS FOR LIFTING THE APPROVED PERMIT DRAWINGS AND SPECIFICATONS AND THE APPLICABLE WORKMANSHIP 1n POUNDS PER CUBIC YARD UNLESS OTHERWISE ERWISE APPROVED BY ENGINEER. EER. TRUSSES AND PROVIDE LATERAL BRACING AS NECESSARY. PROVISIONS OF THE UNIFORM BUILDING CODE. a y 7. WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55 AT 6 OZ. PER 5. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED AND STAMPED BY AN ENGINEER 4, DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED T0: REGISTERED IN THE STATE OF IDAHO. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS 100 POUNDS CEMENT. COMPLY WITH ASTM C-494. BEFORE SUCH INSPECTION. 1pW' 8. AIR ENTRAINMENT(AE)SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED AND/OR APPROVED BY ENGINEER. B, ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS 9. ACCELERATORS: POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED THE COMPLETED STRUCTURE(WALLS,EXTERIOR PAVING,ETC.).QUANTITIY(DOSAGE)TO BE BY THE BUILDING OFFICIAL DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS �XP 131I=� ACCELERATORS. AT THE JOB SITE. 10.PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 11. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0"ON CENTER EACH CONTENTS WAY MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY(3/4 INCH)TOOLED 5. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO.THOSE STRUCTURAL NOTES JOINTS AT 5'-0"ON CENTER IN ALL EXTERIOR WALKS UNLESS OTHERWISE NOTED. REQUIRED BY I.B.C.SECTION 1704.4. 12.SLEEVES PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL A 1)NCONTINUOUSCRETE E OBSERVATION OFCTION AND NSLABQON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS SPECIAL INSPECTION CONCRETE UNLESS EFFECTIVELY COATED. REQUIRED. 2) OBTAIN(4)TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED(OR PORTION THEREOF IF LESS PROJECT: 203259 THAN 100 CUBIC YARDS ARE PLACED).BREAK(1)CYLINDER AT 7 DAYS AND(2)CYLINDERS AT 2B DAYS.(IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH,HOLD(2) CYLINDERS FOR 56 DAY BREAK)HOLD 4TH CYLINDER FOR 56 DAY BREAK.BREAK 4TH CYLINDER DRAWN BY: KDR ONLY IF REQUIRED STRENGTH IS NOT MET WITH(2)CYLINDERS AT 28 DAYS. 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE.BATCH TICKETS SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. DATE :10�31�D3 B. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS: 1) VERIFY EXPANSION ANCHORS TO BE INSTALLED ARE PER THE DRAWINGS AND SPECIFICATIONS. 2 PROVIDE CONTINUOUS INSPECTION DURING ANCHOR INSTALLATION PER ICBO REQUIREMENTS, REVISIONS DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES NOTE: SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD,AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS,THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR.THE CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO THE BUILDING DEPARTMENT.IF REQUIRED BY THE THE CITY OF TWIN FALLS THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. This draWyi6o is the exclusive property of ARCHITECT•LA. Reuse,reproduction orw blication by arty means is strictly Y C O N S U L T I N G 503 MA453 prohibited except by written permission I I ENGINEERS s03349'9M3 VLMMK PLOT DATES: JAI ARCHITECT•LA vlmk(pvimkmm 10/10/2003 11:39.1 patrlckm V Copyright...............2002 3933 SW Kelly Avenue Portland•Oregon 97201.4393 =._1mh.wm 203259 23259SOO.dwg 10/29/2003 9:48.43 kenr Y N STA. 15+00.00 CARRIAGE LN J ' - - - - - - - - - - - , - - , - - , _ _ W E STA. 23+11.85 FILER AVE 1/2" IRON PIN -� -� — .� _ REFERENCE POINT — — -� _ _ - _ _ STA. 14+95.00 CL FlLER AVENUE EAST — S 86'46'40" E _ — —— 1 —E --- — o B — _ 11 _ _�— a— — I S ,r• ,r r ,r r ,r — — — W w I T4 . Y r 30 15 0 30 60 SCALE IN FEET , - - - - - - --------------- 1 SITE NOTES: W +46.1 394 0 RT. I I z "7 O O (/ 0' 25' 20' I I 1. ALL CURB DIMENSIONS ARE TO THE FACE OF CURB. W w i i I1 I I I 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. z d A I Int rn I I 3. ALL SITE CURBS ARE VERTICAL CURBS. SEE DEiAtL 7/6. Z « m 3A4 ' RT. 4460' T I I I 4. ALL PARKING STALL MARKINGS, OTHER THAN PAINTED + 4.1 HANDICAPPED SYMBOLS, SHALL BE 4" (WHITE) STRIPES. WW Gas O z s II I N 63 W P2 PHASE II FUTURE BLDG. --------------� �' I I FOR DEVELOPER'S ENVELOPE, a N g I o I W II AGREEMENT S.G. EL. 3730.00 Q ------------- d I 23T i I I KEY NOTES: __1' � �, ��� I I Q, INSTALL 3-3" PIPE SLEEVES. 3" SLEEVES SHALL BE SCHEDULE I I 40. o •°/ N 4 Q•'� l R3, - - i....,. Q PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL w i Li _ _ _ _ _ _ _RASE II 9' A O I 6/6. (INCIDENTAL TO OTHER ITEMS) o 6' 24' - 2a'-- 1 20'- 24' 20' 3 n a N ... __ ... I I Q3 INSTALL HANDICAP SIGN, SEE DETAIL 5/6. (INCIDENTAL TO o o O. r I PHASE I s'i. 2 2 12 ' 2 w Rip' a o.. I I I OTHER ITEMS) a 3 0 y m I ( I ®CONSTRUCT HANDICAPPED RAMP, SEE DETAIL 4/6, m U 1•,� o i Mti 4•$. '. TYP. o w - D, N O I e� O III 6 6• .._ .. O W J I Z I i 5, 5' �� �' Q'S +64.1 466.0' RT.I I I I a -----------�� 51' 69' 9' R21 ,� A I I I � a■ I I 5 c�a JR, °a4'v � u4 I =cRa ef� I I � 1 EDUCATION WING' F.F. EL. 3731.00 3 4 v R?p 0 ti I� +40.0 460.8' RT. I I o WILDROSE LOOP - Z I 1 S.G. EL. 3730.00 T`2' y, Ir I z®®®®®® - -- \0 9 1� R I O' I I 2 ' S' 22' PHASE I - I 6 g 1 FO DEVELOPER'S tO 20 24 ?O. w I I I I I u z -- --- - AGREEMENT I I I 36' 5'10' O ?p, 0 1, I I 1 a J c`Q I j 1 1 I I cv I I I U 37 1 I i62'1 ic0 i 4 3�' i "�2 ?Q, I - 1 VE7 CCQ a rii ,Q 1 i i i i �Pjp �o w 6"'i E TYP Ih . i 7' i N i63'i i 4'440 0 hYP '1N1 6 i63 i T 24' G �i' j I I I-y EmseZ-f,J'HASE IIIcn I I I i rr.■ .. -3 , ' . �5Q FOR, DEVELOPER'S I 1 I I w ------------ I 10 ti� AGREEMENT �y a I -- - 72 1 I I I tHn RECEIVED C E OSAL � IVED aoE� % e 1 I i i i i i iR3 a ��-22 e4 I NI 116' TYP. I G ! i I JAN 2 7 2004 947 8 z I I I ! I Ii II BUILDING N FALLS 2636' RT. DEPT. -- . Gov�DESIGNED RHC I I DESIGN CHECKED .0 DLR DETAILED _ I I CEDAR RIDGE ROAD DRAWING CHECKED DLR & RHC 5/8" IRON PIN (� __ ME ' REFERENCE POINT ie• ss—A-- I I 44I4 0 A STA. 9+48.00 ( -- c��ss-__ : _ ----------- --� 1 ��� ,�� - DRAWING DATE _ _ _ _ 07 Ot DRAWING SCALE \ -- _ .� _ J AS SHOWN R SHEET 5 OF 7 aisim w' U 'r PHASE I o !I II FOR DEVELOPEF 'S wE ila II AGREEMENT �s 30' 0�60 I 20 10 0 20 60 U n 20.1 — 1 = = —� 16, SCALE IN FEET w� IIII r L 04801on�� I— �d� id.� JL �o �. � i ��Q.r � liil� M adnm �N=G O w w rc ✓o --- iiiio I S a^^o Ng �. ------- � SITE NOTES: M o 90 iiii y , o_ N �✓ i iiii -- - , 1. ALL CURB DIMENSIONS ARE TO THE FACE OF CURB. + (4,a to `� Rap, `�o "+j0' rm-I I 10, l yiil ---------- 9 2. ALL CURB RADII ARE 5' UNLESS DIMENSIONED OTHERWISE. cn € o s 5' SIDEWALK 3. ALL SITE CURBS ARE VERTICAL CURBS, SEE DETAIL 7/6. Q � ono ull I -mod ■ r�, 4. ALL PARKING STALL MARKINGS, OTHER THAN PAINTED gbs -------_--- ---------- III ---------- ----- ---- e HANDICAPPED SYMBOLS, SHALL BE 4" (WHITE) STRIPES. I I 6'x9' ----------- ---------- --------- - > 5. ADD 3700' TO SPOT ELEVATIONS TO ACHIEVE CITY OF TWIN N I lliti-O ro WHITE STRIPE TYP. �' ""-- - Q FALLS ELEVATION DATUM. Q yh n J iz - ----- --- --- - --------- 6.EX = EXISTING z o m� I �,�� m WHITE STRIPE TYP. _ w u s 5' SIDEWALK qp 0 h� / ! SEE CS P-2 (i 1 FL = FIOWLINE s= CD EDUCATION WING a // ;, - ----- o l� TC = TOP CURB o 0 w -- 0 I 5' SIDEWALK 3 A ,�.. r I TA = TOP ASPHALT z N - F.F. EL. 3731.40 - -- - N N s TG = TOP GRAVEL o N S.G. EL. 3730.00 PHASE I a �� z N I 33.8' 24' 2 10' 0' ., -- 20' , --20- 24' I _ — ... . FOR DEVELOPERS M -------- ------- --- -- - jf ` " NOTES: 1, Q' AGREEMENT o I STALL 4-3" PIPE SLEEVES. 3" SLEEVES SHALL BE SCHEDULEm> -+ 0 5' SIDEW LK ------- - ,.,e ------ - - 0. o n I o 9 0 PAINT HANICAP SYMBOL ON ASPHALT PAVEMENT, SEE DETAIL o .C\2-1 I ----N---- ---- -----'-- ---__ - -.- r 6/6. (INCIDENTAL TO OTHER ITEMS)All LLI I 's 03 INSTALL HANDICAP SIGN, SEE DETAIL 5/6. (INCIDENTAL TO Z -z- -- ----- ---- �^""--- `�+?°� I OTHER ITEMS) Ir .. - -29 - ®CONSTRUCT HANDICAPPED RAMP, SEE DETAIL 4/6. (� 37' 17P rr. Ift 600 M�rC �S• �� � < 5' SID �' QI P.1 EWA 4�60 6 I o _ ----- --- ------ a /' U 0 Q -J•_ 4i'SPACES 0 I ::2:V 8' '1-^ 143' J I s I I pE1j E� Z x a R O U M7 5�1815 0 6 ,�pti99' 54' p��00h P v v 54 10 36 ' b4' �� s P 0 i O �/ r PHASE III; 0 �' FOR ,VELOPk R S AGR , MENT I 0� g 8478 W , or\gyp 4 G G DESIGNED RHC ` EDGE OF GRAVEL _----- _---- DLR DESIGN CHECKED ..,, ---—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-� - \ - I DETAILE I I DRAWING CHEC DLR & RHC •. FILE NAME 444-PARKING ADJUST O \ �---�--- ------ -- � I DRAWING D07/01 A , DRAWING SCALEk, AS SHOWN IN SHEET 5. OF 7