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Specifications cd,u/a08 9 • • / sci GRECEWED JAN 25 2007 '1 - 7 CITY OF TIGARD BUILD11■IG DIVISION Eu 1 C9 • - T • • _ E I rr to. - r ! • • LOAD AND SUPPORT: The deck will support a 89 PSF live load. Posts have 0" below ground post support. DECK AND POST HEIGHT: The height of the decking is 54" from the top of the decking to level ground. The top of deck support post will be 39.75" above ground level. f 6" oc A-% PeR berkt (- JOIST: Will set joists on top of beams, center to center. Will use knee braces and bridging between joists as needed. 6'81/4' 6i' 8 1/4 ( 0) 8' 4 1/4' III (FD 6' 8 1/4" 6' 8 1/4" CO 4' 4 1/2" lio . 4 4 1/2" 6' 8 1/4" . 6' 8 1/4" 4' 3 ;/4 III 6' 8 1:'4" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 15' 9" 4 5' 1 3/4" B 15' 9" 5 3' 10 1/4" C 15' 9" 5 3' 10 1/4" D 15' 9" 5 3' 10 1/4" E 15' 9" 5 3' 10 1/4" F 15' 9" 5 3' 10 1/4" G 15' 9" 5 3' 10 1/4" H 15' 9" 4 5' 1 3/4" 1 15' 9" 5 3' 10 1/4" J 15' 9" 5 3' 10 1/4" K 46' 9" II 4' 7 3/4" L 5'9" 3 2'83/4" M 5' 9" 3 2' 8 3/4" N 5' 9" 2 5' 5 1/2" O 5' 9" 2 5' 5 1/2" Post spacing is measured center -to- center. fl phh of rnnrre1s piprc - -- 0" CUSTOM VIEW CUSTOMER GLEN DAT 10/24/06 REF Deck06297 N k ilt! : I�I��� i Ill ! I I :I� . ...II �� 11' L 0 4040 ,41W00) � R ' OP' i III 1111!1 € I it l l l ,l I!lil -► ... Ili II!1I, L - � ..,„:„,...„...„,,,, , ._ ► �;�,, LI1 !Ii, II „,,,,,,„,. -_ �; , h ---,,,,:oipt,o,fr,;qtk,,,,, 3g I, - 0,10,t A .,,,,,,,..„ t.,,,,i,,,, gig= If il * A �,. � g % ' ! I 1 1111 a, ®A€ III iG1111 , al l I I� J } 1�, I!Iii II111 !I I I . I � II tea= .p q ®' >�III� e ii CUSTOM VIEW CUSTOMER -- GLEN DATE 10/24/06 REF Deck06297 111111[ I ilk HMI i �i ? a ti I ' 333 ' f � I` � € S. _407/1/1"resigi '4 ��,;, I1I I�H I IIII li -�= 1 k I t� f ? t II � I I ; fi At t ® 1111110;.1 p 1 r: X 61 — tl I l I 11 1 I1 I ,„,„„ I ; I I�� II iII s m } E$3( J iV O JAN 2 5 2007 -- N89'S0'E 319' ® CITY OF d ARD a EASING 0" HIGH V I CINITY l l / M�} P _,7 \ BUILDING 9 vt1SION \ V 51iE \ \'` \ c i ,111M P \ \/ ( 42) EXISTING PARKING STALLS -AL, PAVING 8 EXlSTlN6 t \ 3 LAWN � � �� S GMIVE 51. ¢ Q n \ ,----, ' \ ) N� ( / O FL MpuJ1PIN ! \ \\,... l• S.W. OU L ` O •� \\ N ® - �, � SITS D/[A o ,, \ 7 , EXISTING PROPO E j O �� ' ; PLAY \ t 'fr EXISTING EXISTING ill EXISTING CLASSROOMS f.L. 1000 BOOK 907 PAGE 204 WA�INGfON COUNTY \ l �E /4 X MAP N2510317001000 / V \ n� fA UM6E8 : LOf M M3ER 8477834 4 ,. CL ®MS CONC8EIE IA 2 31 511E PEA -. 2.75 ACAS A ba \ � � \ \ �Q r P , \ 20.340 s0. Fr. \ � EXISTING DUILI7ING G8055 FL008 ARCA 2,000 X1. Fr •1' \j",s. e n = PLAY TENT BUILDING 1792 50. F r. _, a � ' r — — P80PO D CLASS 800M 5 011 N V I 21 $ P�iPK /NG \ n Z EX STING �OUID 30 l� CLASSROOMS ACTUAL EXSTING 87 � V ` X� o VA ¢ FINISS ECJ 008 EL 101 VA . . 5' EXISTING /VA 4 \ \ \ / o at7A _ 2 IE - 21 OFFICE \ — - ® MIN XI5i1 I AN75CA SYMD01 5 ^ ^ \ �� - - � ffj z XISnNG7 w N 0 DECIDUOU5I� N N �L S ANCn WRY \ \ \ I.... C - --- M !kA CONIFER TEE {� v N. j �- EX 15rlN6 ^ / � .,5? .-v. l LAWN < ` SPBdJD \ E z EXl5TIN6 Ilgh iirtjra Q PLAYGROUND j� (� �� ��y] l l v W✓ 1 ,` , \ 11 1 1 1 1 1 1 1 1 1 1\ � x 'CO' STUD z ';,1' - w I i• 1 1 I \ /*„.. (23) EXI5fN6 PARKING SrALL5 -AL. PAVING Date 07 %1,F SIGN 0 4fr n\\\\\)<\\\\\ °' ;�_; Scale " - 50 L -W 589' S0' E 319' T I .. _ I_ T "` .� Drawn &- f tr CL S. GAABDE 5f8EEf ` '. I Y.. *j, 5 /FE PLAN • , L { INN Sheet I xlrriiv L_ANCAPE LAYOUT- OFFICE COPY of I REcE APR 03 \sc • gITY r, 1001 \ Ib�1NG DIVISION — \ ) S \ \\\ ) 0 c' s ' S o 2'X2' RAILS, 2'X4' H❑RIZ RAILS O 1 L v 4' ❑.C. 2'X6" RAIL CAP _ O + �1 7- 6'X C RAIL POSTS n n ,_ . _ .„,, r ki \\\ \\\ c \' 2'X4' H❑RIZ RAILS � � 77 f ■,' 2'x6' CEDAR PRODECK DECKING < \\ \ Tod' 1J14! c5 I , c/ Y --- r 2X8 r J❑ISTS, 4'X6' PT BEAMS l � * \_c N (CSC ( OR. 16' ❑.C. V 1:6-sr —N—....„-- 4'X4' PT POSTS Date 03/28/07 Scale NONE _. ./— 12' PIERS Drawn MODULAR DECK DETAIL Sheet 1 of J (� REV.tt BY: DATE: PER: SHEETS: 2f3' x 64' MOP ULAR • •I"7 • • • • ; pR • ' (, \' KAH 9 -6 -06 SUBMITTAL ••; • • ; ; : � g lN f ��'lr I I i " I TIGARD ASSEMBLY O� GOD � ' ' 1 ( II I I I '— _ MODERN Bl ILDNG SYSTEMS NC. : E : • • • I • • • • • • • • • , � GON �. I _ TELFPHO•EI 1503) 749 -4949 FAX: (503) 749 -4950 • • se. • • • • • • r � p0/7 P.O. BOX 110 • 9493 REUSE OF PORTER R � • c AUMSVILLE. OR 97325 TIOARD , OR N ; • "• • • • N A. R AS �Jh� F - 0 T HIS OOCU -£NT MD Tlf IC EAS AAO CESIGNSS W CRATED fEREIN IS Tkf PROPERTY �J1T E:::::::::::::::: _ `� _ CF 4IUEd BUILOING SYSTEMS. INC. AK) IS NOT TO EE USED. M WEE CR IN PART. • • • . • • • • • • FOR ANY O � I�S: 12/�V� In TFER USE CR PRO.ECT WITHOUT WRITTEN AUT}CRIZATICR. COVER SHEE — • • ••• ••• •• • • GENERAL NOTES DESIGN CRITERIA S O1EET [INDEX 1. TI-E TERM IBC SHALL APPLY TO TEE CURRENT EDITION GENERAL: CONSTRUCTION TYPE VB (NON- SPRINKLERED) OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY OCCUPANCY GROUP E NO. TITLE THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS OCCUPANCY LOAD (TABLE 1004.1.2) IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF TI-E UBC OR IBC AS ADOPTED BY THAT STATE. DISTANCE TO PROPERTY LINE OR FRONT: 10' MIN. 1 COVER SHEET ASSUMED PROPERTY LINE REAR: 10' MIN. 2 FOUNDATION PLAN 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO LEFT: 10' MIN. PERSONS WITH DISABILITIES RIGHT: 10' MIN. 3 FOUNDATION DETAILS 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH PLUMBING: PLUMBING OCCUPANCY LOAD (TABLE 2902.1) 0 4 FOUNDATION DETAILS CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) QUANTITY OF PLUMBNG FIXTURES 0 5 FOUNDATION DETAILS IN ACCORDANCE WITH TFEIR CURRENTLY ADOPTED EDITION OF THE USC OR IBC. ELECTRICAL: ELECTRIC SERVICE LOAD 200 AMP 1 PH. 6 FLOOR PLAN MECHANICAL: VENTILATION OCCUPANCY LOAD 50 7 SCHEDULES CLIMATE ZONE ZONE 2 8 NOTES. AND CALCULATIONS REVIEW PLAN y HEAT ING F°E 9 EXTERIOR ELEVATI AI R - CONDITIONING YES FOR N Ie I WITH THE E ) 10 REFLECTED CEILING / ELECTRICAL / MECHANICAL PLAN � �� � _� • I rat � peciaity Code (0>SSG) STRUCTURAL: ROOF LIVE LOAD P = 20 P = 1.0 C = 1.0 I S = 1.0 25 PSF 20040regon Mechanical Specialty Code (OMSC. c = 1.2 _ n ELECTRICAL / MECHANICAL NOTES AND SCHEDULES • 2005 Oregon Plumbing Specialty Code (OPSC) FLOOR LIVE LOAD 40 PSF 12 ELECTRICAL PANEL AND LOAD CALCULATION 2005 Oregon Electrical Specialty Code (OESC) WIND LOAD U) MPH 3 SEC. GUST EXP. B I,N 1.o I = 1.0 DETA CLAN REVIEW APPROVAL DOES NOT AUTHORIZE CONSTRUCTION SEISMIC BEARING WALL SYSTEM S = 1.05 I 1.0 LSE GROUP I SEISMIC DESIGN CATEGORY D 14 DETAILS TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL SITE CLASS D REGULATIONS, NOR DOES IT RELIEVE DESIGNER FROM ANY LIABILITY OR RESPONSIBILITY. b DETAILS 'GES. MODIFICAT i. • . ' " RATIONS REQUIRE BUILDING OFFICIAL APPROVAL QVA 16 DETAILS q► BY: DATE ` 149 `� ON THE LEVEL INSPECTION CONCEPTS . JOB SITE ADDRESS: - `111266 SW. G �. ARDE STREET _ . . _ TIGARD OR 97224 OWNER NAME: OFFICE COPY Si • ' TIGARD ASSEMBLY OF GOD COUNTY: WASHINGTON �7T4 -- 6 72 ff6-0 . 11,1 REV " BY DATE= PER= SHEETS: 25' x 64' MODUL.AR �`' A��s' (L�O�IV� • PROy���cc��� I / ' � ' 4 KAH 9 -6 -06 SUBMITTAL • • • • • • • • ' c31 F `` � • H iTM TIG�RD A55EM • GOD ' • I NE • • • ••• • • • - • + _ TELEPHONE: • • ' FT MODERN BIlNC3 D SYSTEMS. INC. • • • • • . T: (503) 749 -4949 FAX: (503) 749 -4950 • • • • • • • • • • • • • F . P.O. BOX 113 •9493 PORTER ROAD • AUMSVIU.E. OR 97325 TI&ARD OR 4'ON ' • • •.. "RA y`� F - O REUSE CF DOCUMENTS ui O • _ THIS COCIAENT AND TFE Il AS ANO CESIGNS INCORPORATED I-EJ IN IS 11-E PROPERTY FOUNDATION PLAN ... • • .. .. D�IRES• 12/31/( (V OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED, IN WHJIE OR IN PART, FOR ANY O T H E R USE OR PRO..ECT W I WRITTEN AUTO -gR ZATOL • • • • ••• ••• •• • • Q . Y ) (;) • • • • • e / "0" X 32 2' -0' s I • 5' -0" 6' -0' 6' -0 ' 6' -0' 6' -0' 6' -0' 6' -0" 6' -0" 6' -0" 6' -0" 5' -0" 1 I I I I I I I ® I / 181 L/ i I i tD Q Q MP v — 3 — ® 4x8LF "2 1!11 - - ® -- — Cil MI 4x8 DF '2 - -- I Co 1` 11 _ ICI IYiI _ 8' -0' 8' -0' 8' -0' 8.-0* 8' -0" 8' -0 ' 8' -0' 8' -0' is © I ■ ■■ 1 ° v (2) 1-V2' x 7 -V4" M..■ . _ w 1 v2' x 7 V4" 1:11 0 • • . ■ . - . 0 N VP IS MP A--_ - ® I 4x8DF "2 III H. I 101 , - - IRO 4x8DF "2 ® - - -E ° v i. 0 _ - _ un Isa rsa m s a . ---- 1 rsa I RI P.T. 2 x 4 x 2' -0 ' L. AT 6' -0" 0.C. TIE -DOWN STRAP W/ "5 x 1' -6" DRIVE PIN (AT C.M.U. TYP. AT (18) PLACES BASED PIER ONLY) SEE DR. 0 v FOUNDATION PLAN SCALE: 3/16' = 1-0" . i . ,, ,, , REV.tt BY: DATE: PER: SHEETS: _ ZS' x 64' MODUI.AR. c1i7 ( OUl� i -* ti K AH 9 -6 -C6 SUBMITTAL : :•.• : ' •••• �,� �D R I I I I , I I • • • N fF i (CO I I .I I , TM TIGARP ASSEM'1.1' OF GOP g M u, MODEM,' BLLDING SYSTEMS. INC. x ... • ... • • • • • • • • • ME" • • TELEPHOPE: (503) 749 -4949 FAX (503) 749 -4950 • • • • . co P.O. Box 110 • 9493 PORTER ROAD • • AIMSVILLE. OR 97325 TIG • • • . : • • 6 ` y�� T F� ' e �J� � � • A.RAS w CO REUSE CF DOCUMENTS ■ THIS DOCIf•ENT AND TFE t(EAS AM) DESIGNS INCORPORATED FEREIN IS TTE PROPERTY FOUNDATION DET.AIi.�. • • • • .. .. i EXP II ES: 12/3v05 � OF MO BUILDING SYSTEMS. K. AJ IS NOT TO BE USED. IN WF0E CR IN PART, IF.FA1 FCR ANY OTTER USE OR PRO.ECT WITI.OJT WRITTEN AUTHORIZATION. • • f� D. • • ••• ••• •• T • • • • • ••• • • FOUNDAT ION NOTES iiii 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 x 6 POST ; 1 %i AND COND I T IONS. THIS STRUCTURE SHALL BE OR WEDGES I■ ADEQUATELY BRACED FOR WIND OR EARTHQUAKE 7/16• osB. w/ i i II — FORCES AND TEMPORARY FORCES DURING SETTING 15 GA x 2` STAPLES P.T. 2 x 8 x 16' CAP AND ERECTION UNTIL ALL UNITS HAVE BEEN AT 4` & 8 O.C. PERMANENTLY ATTACHED THERETO. 2 x 4 CF BACKING I I W/ (4) 12d AT 24` O.C. ; I N 2. DESIGN LOADS: & (6) 12d AT 4 x 6 a• x a' x 16' CMJ TYP. ROOF DEAD LOAD 12 PSF POST � k ROOF SNOW LOAD 25 PSF CONT. P.T 2 x 8 II n 16` x 16' x 4' DC PIER 12d AT 6" O.C. 3 I FLOOR DEAD LOAD 10 PSF AT 2 x 4 N 'III A'I IIIII II(I, III fIIIII III FLOOR LIVE LOAD 40 PSF 11 =IIII 11111ff =1 1 Ui1 P.T. 2 x 4 x 2' -0` L. — WIND LOAD = 110 MPH 3 SEC. GUST EXP. B 4 x 1 6` PIN TT W/ SEISMIC BEARING WALL SYSTEM S = 1.05 I 1.0 USE GROUP I SEISMIC DESIGN CATEGORY D m ® PERIMETER FOOTING SITE CLASS D SCALE: 3/4' - 1-0• 3. EXCEPT AS NOTED. DIMENSION LUMBER FOR FOUNDATIONS SHALL BE HEM -FIR, NO. 2 & BETTER. TREATED LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPS STANDARD C -2 TO A MINIMUM RETENTION OF .40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN . CONTAIN EXCESSIVE SPLITS. CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT- DIPPED GALVANIZED AT - PRESSURE TREATED MEMBERS. • 5. VENT CRAWL SPACE 1 SQ. FT. PER 150 SQ. FT. ' • OF FLOOR AREA OR AS SHOWN. INSTALL 6 MIL. VAPOR BARRIER. INSTALL (6) 15" SQ. MBSI STANDARD ' 15317 METAL VENTS. II 6. CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. ( I \ REV.tt BY: DATE: PER: SHEETS: ZS' x 64' MODULAR . ROOM •. .• r' � � D p o • - • ' ' �� KAH 9 -6 -06 SUBMITTAL B • • • • • • : \� 0 N6 k- i co TIGARD A55EM51.Y O >=' GOD I I , i II I I TM 1.1.1 . MODERV I ZIN BUILDING SYSTEMS. C. • • • • • •• • • • • •' • - M • • • • • • • • • mom = TELEPHONE: (503) 749-4949 FAX (503) 749-4950 • • • • • • • •• • •• • • i �sb ,c.) J . P.O BOX 110 • 9493 PORTER ROAD • AUMSVILLE OR 9733 TIGARD , OREGON . • • • • • A. RA � REUSE OF DOCUMENTS S in Ili • THIS DOCIANT A T}E IDEAS MD DESIGNS INC CRATED FEREIN IS T}E P P TY FO DET.P.,�.� • • • . • . •.. • v III S = N DIN OF MOCERN BUILDING SYSTEMS. RC. AM IS NOT TO EC USED. IN WH IN OLE CR IN PAP RT, (I) FOR ANY OTHER USE OR PRO.ECT WITMUT WRITTEN AUT}CIRIZATION. • • • ••• ••• •• • • SIMPSON CS18 W/ (4) N10's • ••. • • illill EACH END - (2) TOTAL AT I BOTH TOP & BOT. LA 7/16 O.S.B. W/ if �—. IL N.— 15 GA x 2' STAPLES I 4 x 8 POST X (2) 12d TOE NAIL a AT 4 & 8' O.C. If 4x4POST EACH SIDE 4x 8DF "2 I AT 24" BACKING P.T. 6 x 8 x 1' -3' x �° WEDGE AND SHIMS P.T. 2 x 8 x 16 - N FLAT • AS READ CAP io CONT. P.T. 2 x 8 - (3) 12d TOE NAIL - TYP. 16" x 16' x 4" CMU PIER 8" x 8 "x16' - 'a ,. II _ l I � � OR P.T. 2 x 12 x 2' -0' CMU (3) ROWS OF , (2) P.T. 6 x 8 x 4' -0' L. 12d AT 4 O.C. ) 'IIII IIIII III 11111 11111N11111= 11111A11111= ..11_ it — "1111I�IIIIIE 'III l 11111 = 1111 X111 IIIIIn E IIII I I _ ""' "5 x 1'-6" DRIVE / II II PINS EACH END ® END WALL COLUMN FOOTING m e MID -SPAN FOOTING SCALE` 3/4 • 1' -0' SClyE 3/4' • i' -0' SIMPSON CS18 W/ (4) NIA EACH END - (4) TOTAL AT BOTH TOP a BOT. Irl 11 I fl I . . Mgt' 1 il I (2) OF 6 x 10 x 3' 6' \® : • (2) 12d TOE NAIL EACH SIDE. " ). (2) 4 x 12 POST < 4 x 8 I (6) P.T. 4 x 8 (2) 6d DUPLEX I I f ry FLAT x 4' -0" 1° 6 000" PRE -FAB METAL (3) 12d TOE NAIL y rn PIER CMU ER x 4' TYP. • ������ =r _ IIIIIIIIIIIi IIIIIIIIIIIIIIII= IIIIII1111= '-IIII ( 1111 = 11111 -111 IUU " "' =11111= 11111 - 11111 = 11111 11111 " . Inn= 11111 .nni= II111 r S COLUMN FOOTING ALTERNATE MID -SPAN FOOTING n ® ALE 3/ - p.0 " � SCALE SCALE 3/4. • T. -0. REV BY: DATE: PER: SHEETS: 28' x 64' MODULAR • • •�1C.� • • • • • PRO -. 0 "• : • • t • ' , KAH 9 -6 -06 SUBMITTAL • • Zee INeF F`�'S / CO I 1I II I TI'ARP ASSEM51.�' OF &O® • fl I $. I II II IN w MODERN BILDNO SYSTEMS, NC. • • • • • • • • • • • • • • • • • • • • • • • OREOGN ..Z. 1 1503) 749-4950 • • • • • • • • • 0 • CO • TELEPHONE: (503) 749 -4949 FAX: P.O. BOX 110 • • 9493 PORTER ROAD • • AUMSVILLE. OR 97325 � SF� q e` O TIGARD OREz e'N : • • • • • • • • • A FT A RA �J O p5 NO 0 I.E REUSE OF DOCUMENTS • THIS DOCINT MD ID TFE IDEAS A DESIGNS INOORPCRATED FEREIN IS TIE PROPERTY DJIRE 12/31/06 CM OF 4DERN BUILDING SYSTEMS. INC. M BE D IS NOT TO USED. IN WHOLE OR IN PART. FOUNDATION DETAr•, O IO /�q G S• , V) FOR ANY OTTER USE OR PROJECT WITHJUT WRITTEN AUT}ERIZATIOd. NDIV • • • • .. .. • 1 • • ••• ••• •• • • 5/8" DIA. THREADED RODS W/ . • • • • WASHERS AT 3' -4" IN EACH 4 x 4 POST OR END AND 8' -0" O.C. WEDGES & SHIMS I I' " II GALV. STRAP / JOIST 11 � r � — J� (2) 12d TOE NAIL I ____. EACH SIDE P.T. 2 x 8x16' f L.VL. RIM 15" �6" < 2 x 8 BLOCK LINE OF FUEIGHT ..--.---"7 z `P c LL+ o CMU PIER - SEE PLAN `� Ii GALV. STRAP 16'x16'x4 " CMU PIER c 8'x8'x 6" SKIRT RIM OR P.T. 2 x 12 x 2' -0' \ CMU — — I — H ' 1111 m I, IILIIIIIIIIII I.IIIII=IIIII ` ` C.M.U. PIER BELOW 7 —I IIII —VIII - 1 1 111 �llluin m ® . IIIII. " "' ENDWALL RIM 18" (NOTE: STRAPS NOT SHOWN) 5 MARRIAGE LINE FOOTING CORNER TIE -DOWN C E : 3/4' • r.0• SCALE: 3/4 • r -0' l Ne ' ► lf, I I,, - 1 I I II f JOIST r ��� V4 x 0.031 GALV. STRAP W/ BUCKLE LOOPED AROUND LVL 2 x 8 BLOCK L.VL. RIM 5/8" DIA. STRAP BOLT 6" 16" 3/4" DIA. x 30" W/ 4" DBL. HELIX AUGER ANCHOR (DRIVE GALV. STRAP \ IN GROUND AT 45 DEG. TO y I _ I I ALIGN W/ STRAP - DRAW STRAP TIGHT & LOCK BOLT) 1•., • F 911 RI11111<N11111111111111111 ' / T - IIIII IIIII = II III ,. IIIIIP I 1 -111IJ SKIRT RIM 19 ENDWALL RIM . 9I II (NOTE: STRAPS NOT SHOWN) il 6 TIE -DOWN STRAP 0 TIE -DOWN AT MARRIAGE 5 SCALE: 3/4 - 1'0' SCALE : 3i4 • I.-0' �\ REV.° BY: DATE: PER: SHEETS: 28' x 64' MODULAR G SKOONV : : • :' • • i o ° ' . " KAH 9 -6 -06 SUBMITTAL : � a' F � • • MINIM I II I TkA ASSEMBLY 'Or &'O®' - 13:431 R ' C� w . I II II 1TM • MODERN BIIDNO SYSTEMS, NC. • • • ... ... TELEPHONE: (503) 749-4949 FAX: (503) 749 -4950 • • • • • • • • ' + S � �2 ' P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 TIGARD ORE&( i• • • • • • • • • • • • • : a R ASM co • FEUSE • CF W O THIS COCUENT AND THE ICEAS APO CESICNS INCORPORATED raw IS Try PROPERTY : IRES. 12/3V06 = N • • OF PUCERN BUILDING SYSTEMS. INC. NC IS NOT TO BE USED, IN WHOLE OR IN PART, FLOOR PLAN FOR ANY OT LEE OR PRO_ECi WITHOUT WRITTEN AU FORIZATION. • • • • • • • • • • • • (n ER () • • ••• ••• •• • • ! ! 32 -0" / r — — — — — — — — — — — — — — — — — — — — — — — — — — — } — — — — — — — — — — — — -------------— -1 0 \ \ N. I I \ 4-- ... I 0 z } , I a_ _ I N , �" in Lp 0 j I --...-- A. © _ CO I v Q 6 1Z- J Q_ 7 N I NM \ 0 o I /� /- / " /— N � / I I / I I iv I 1 1 4 Q v N CLASSROOM A CLASSROOM B N` - N\ _ a o w $1- s 0 a z iN \ I 4 2 x 4x30' L.V.L. BRACE © - \ ABOVE TO BE AT 45 DEG. AT -N - 4∎1 o I O O T MODULE 'A' ,` n ZN O tD I S I - -I' F7--'--7-___:_ -111 O 0 0 0 0 1 SIMPSON CS18 WI (7) — I SIMPSON CS18 W/ (4) — — ' N10's EACH END - TYP. N10's EACH. END - TYP ___...--4 (6) PLACES AT GRID ) ! 7'0' 4' -0' ! 10' -0' ! 4' -0' / 4' -0' I 3' -0" I, 3' -0" 1, 4' -0" / 4' -0" ! 10' -0' ! 4' -0' ! 7' -0' FLOOR PLA\ SCALE: 3/16" = 1-0" 1 REV.tt BY: DATE PER: SHEETS: 28 x 64' MODULAR • ►C S d J \ : • • : ` 1 / J I-- � • • • O • • • • /WJ� '• KAH 9 -6 -06 SUBM ITTAL • • • • • • • • GINff i ( p . 1 I I ,r, TIGARD ASSE OF • GOD �� ' k _ i MODERN BUILDING SYSTEMS. NC. ti • • • ••• • •• 1 CO • • • • • • • • • • • q . OR8°° 2 Vr • TELEPHONE: (503) 749-4949 FAX: (503) 749 -4950 • • • • • • • • • • • • • � • P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE, OR 97325 TIGARD , OREGON: • • • • • • • • • • 1 �� - y 0 � REUSE CF DOCUMENTS A FT A. R F', 1 - c I W THIS CD11€NT T)€ ICEAS AND C IS TO BE T FE REIN Is THE PROPERTY SGNEDIILE� MO I-C EXPIRF=S: 17131/06 ( MOWN OF MOWN BUILDING SYSTEMS. INC. NC IS NOT T TO USED. 94 WHOLE OR M PART. FCR ANY OTHER USE OR PROECT WIT JT WRITTEN AUTHORIZATIOL • • •• • • • • • • • • • • • • • • • • • ••• • •• • 1 • • • • ••• • • f DOOR SCHEDULE DOOR ROUGH 1 SIZE DOOR LITE FRAME R.O. I-UWR FIRE HEADER REMARKS OPENING SCHEDULE ' NO. WIDTH F-EIGHT THICK. HAND CORE FACE FINISH SIZE TYPE MAT FINISH THROAT TYPE GROUP RATING 1 3'-0' 6' -8" 1-3/4' RI-OS HM MTL PT - - HM PT _ 6 -5/8" 6 1 - 4 x 4 OF S88 EXTERIOR DOORS 2 3'-0" 6' -8" 1-3/4' LHOS 1+1 MTL PT - - +1 PT 6 -5/8" G 1 - 4 x 4 DF S&8 METAL DOOR W/ HOLLOW METAL FRAME (WELDED) 3 3' -0' 6' -8" 1-3/4' LH I-C WD CO - - WD CO 4 -3/4' 1 2 - - R.O. WIDTH CALL 517E • 4-1/2" RA. FEIGHT CALL SIZE • 2-1/8' 1 DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) NOTES 1) CAULK AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2' U.N.O. B RO WIDTH CALL SIZE • 4-1/2" I RA. FEIGHT CALL SIZE • 2-1/8' 2) ALL EXIT DOORS SHALL BE CFENABLE FROM TFE 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO INSIDE WITHOUT TI USE CF A KEY OR SPECIAL EXCEED 5 POUNDS. C STOREFRONT DOOR (O.N.O.) OR EFFORT (U.O.) RA. WIDTH CALL 517E • 4-1/2' �a R.O. FEIGHT CALL SIZE • 2-1/8" HARDWARE SCHEDULE TIMELY SPLIT MEDIA DOOR GROUP "1 GROUP *2 GROUP *3 GROUP *4 D R.O. WIDTH CALL SIZE • 1-1/4' R.O. FEIGHT CALL SIZE • 1' 1-1t2 PAIR BUTTS 1-1/2 PAIR BUTTS METAL DOOR WITH WOOD FRAME PEASE & STANLEY) LEVER/LEVER W/ LOO( LEVER/LEVER PASSAGE) (INSWING) R.O. WIDTH CALL SIZE - 2' CLOSER WALL STOP ° 1 WEATHERSTRIP RD. FEIGHT CALL SIZE • 2' CXCR BJTTCH METAL DOOR WITH WOOD FRAME PEASE & STANLEY) 1/2' MAX. ACCESSIBLE *2 (OUTSW ING) R.O. - WIDTH CALL SIZE • 2' RA. FEIGHT. CALL SIZE • 1 -9/16' PHILLIPS DOOR *87 (WESTERN STEEL DOOR) R.O. F WIDTH CALL SIZE • 1' R.O. FEIGHT CALL SIZE • 1 ABBRE VIATIONS G METAL DOOR W/ HOLLOW METAL FRAME (KNOCK-DOWN) R.O. WIDTH CALL SIZE • 2' ' AL ALUMINUM CO COLONY OAK I-C HOLLOW CORE MTL METAL SC SOLID CORE VWS VINYL WRAP SURR. R.O. FEIGHT CALL SIZE • r AFF ABOVE FI BA BRONZEAMODIZED FGL FIBERGLASS INS INSULATED PF PREFINISI ED E) STN STAIN WLD W WLD WELDED INTERIOR DOORS BV BOTTOM VENT FP FACTORY PRIMED KD KNOCK DOWN PT PAINT TIM TIMELY FRAME FOLLOW / SOLID WOOD DOOR W/ WOOD FRAME CDR CEDAR FPT FIELD PAINTED LH LEFT HAND RH RIGHT HAND TMP TENDERED R.D. WIDTH CALL SIZE • 2' CLR CLEAR I-8 HARDBOARD LFR LEFT HAND REV. RFR RIGHT HAND REV. TTP TAPE, TEXTURE, PT • R.D. I-EIG-IT CALL SIZE • 2-V8' TIMELY FRAME 2 R.O. WIDTH CALL SIZE • 1-1/ 4' R.O. FEIGHT CALL SIZE • 1' WINDOW SCHEDULE POCKET DOOR 3 R.O. WIDTH (2 x CALL SI30 • 2' • LTR. QTY' WIDTH TYPE FRAME WINDOW SF C U VAL INTERIOR IXTERIOR HEADER REMARKS R.O. I -EIGHT CALL SIZE • 4' A 6 4' -0" 4' -0' XO VINYL DUAL / CLEAR .35 .36 VWS 1 x 4 CDR 4 x 4 DF *2 • BI PASS DOOR 4 R.O. WIDTH CALL SIZE R.O. I-EIGHT CALL SIZE • 2 -V8' .0 • BI -FOLD DOOR - S NOTE: CAULK AAU SEAL ALL EXTERIOR WINDOWS. 5 R.O. WIDTH CALL SIZE • 2' ig R.O. FEIGHT CALL SIZE • 5/8' - FINISH NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE - 1 -1/2" ' I ( /^ I r. REV!' BY: DATE: PER: SHEETS: 2S' x 64' MODUI -AtR ct.A69100A • :: •• :•• pp��F • • I 1 f 1 f I KAH 9 -6-06 SUBMITTAL •. .. i % . CD I I I I ► I TrI TIGARD ASS .t 'OF OOP' ap w MODERN BUILDING SYSTEMS. INC. ,. • • • .. • • ... - x • TELEPHONE: (503) 749 -4949 FAX: (503) 749 -4950 • • • • • • . . p I • • • • 11 a CD P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 TIGARD , OREG • • • • • • • • • • • : : • : . • �' � '( � T s'F� • A. ' R AS A AS Jh h� O ' I O _ `I THIS DOCLKNT AND "Of ICEAS AN3 OESIGN5 D 1EREIN IS TIE PROPERTY ,'^ G A � A A' A' A W1 G/• }Cry p ., w • OF M BUILDING SYSTEMS. INC. M N D t5 NOT TO BE USED. IN WHOLE OR IN PART. OTES, CAL,U. LATIONS AND 1`�7h .T•71rj PUI. • • • • _ EXPIRES T?/3 FOR ANY OT}ER USE OR PRCLECT W171-WT MITTEN AUT}CRIZATION. I : _ _ - _ • • ••• ••• •• • • FLOOR CONSTRUCTION ROOF CONSTRUCTION • .. • • FINISH BY OTHERS ROOFING FIBERGLASS COMP. SHINGLES OVER FASTENING /SCHEDULE - .11NIMUM NUMBER OF NAILS FOR WOOD MEMBERS BASE: BY OTHERS (2) LAYERS 15" FELT (MIN. CLASS B) (6) STAPLES (EXCEPT AS NOTED ON DRAWINGS) UNDERLAYMENT NONE SHEATHING: 7/16" O.S.B. (24/16) CONNECTION NO. / SPACING SUBFLOOR: 5/8" APA RATED SHEATHING FRAMING: 2 x 8 DF "1 & BTR AT 24' O.C. RIM JOIST TO FLOOR JOIST 3 PER JOIST (ACTS AS 1 PERM MAX. VAPOR BARRIER) cc JOISTS: 2 x 8 HF 4 2 & BTR AT 16" O.C. BEAMS= 1-V2" x 24" x 2.0E CONTINUOUS o o JOIST TO JOIST 2 ROWS AT 12' O.C. DBL. 2 x 8 AT ENDS LAMINATED VENEER LUMBER (ER -4979) BLOO<ING 2 EACH END RIM JOISTS: 1 -V2" x 7 -1/4" CONTIN. LAMINATED INSULATION= R-21U (CELLULOSE) W/ FS 25 VENEER LUMBER (ER 4979) (ACTS AS 1 PERM MAX. VAPOR BARRIER) STUDS TO PLATES - END NAIL 2 EACH END AT 2x4 OFFSET RIMS: 2 x 4 OVERHANG: 18` STUDS TO PLATES - END NAIL 3 EACH END AT 2x6 ROOF PITCH: 2 IN 12 BLOCKING 2 EACH END INSULATION= R -19 U (CELLULOSE) JAMB STUD TO 4x HEAR MIN. 4 EACH END BOTTOM CLOSURE: FS -25 RIDGE VENT a JAMB STUD TO 2x HEADER MIN. 2 EACH END EXTERIOR WALL CONSTRUCTION EXTERIOR NOTES 3 STUD TO STUD (CRIPPLE. ETC.) 8" O.C. PLATE HEIGHT: 8' - 1 1/8" CORNER BATTS: 1 x 4 CEDAR UPPER TOP PLATE TO LOWER 2 EACH SIDE CF STUD FINISH: HARD I-PLANK LAP SIDING (8" EXPOSURE) FASCIA: 1 x 6 CEDAR TOP PLATE OVER (2) LAYERS 15" FELT BARGE: 1 x 6 CEDAR BOTTOM PLATE TO FLOOR 2 EACH SIDE CF STUD SHEATHING: 7/16" O.S.B. GUTTERS: 5" K -LINE (PREFINISHED) RIM JOIST TO RAFTER 3 PER RAFTER STUDS: 2 x 6 DF STUD GRADE AT 16" O.C. DOWNSPOUTS: 2" x 3" RECT. (PREF IN I SHED) RIM JOIST TO TRUSS MIN. 2 PER TRUSS INSULATION: R -19 U FIBERGLASS) u _ RAFTER TO RAFTER 2 ROWS AT 12' O.C. 0 INTERIOR FINISH: 5/8" V.C. GYP. BD. it BLOCKING 2 EACH END SKIRT = MATCH SIDING DATA L I ST 2 x 4 LEDGER 2 ROWS AT 6" O.C. 2x BRACE TO RAFTER 4 AT RAFTER INTERIOR WALL CONSTRUCTION SQ. FOOTAGE: 1770 S.F. STUDS: 2 x 4 HF STD & BTR AT 16" O.C. (U.N.O.) NOTE: ALL FASTENERS ARE 12d (.131) EXT. WALL LIN. FOOTAGE: 184 L.F. INTERIOR FINISH: 5/8" V.C. GYP. BD. INT. WALL LIN. FOOTAGE: 28 L.F. 1L alio, ..I " I. ■` ` i°1, 1' 1, CEILING NOTES FROM NER -272 AUG. 2004 PROJECTED ROOF AREA: 2080 S.F. CEILING HEIGHT: 8' -0" (U.N.O.) SPACING TYPE MIN. I FNGTH SUSPENDED T -GRID W/ ACOUSTIC TILE FLOOR SHEATHING (UNBLOCKED) (REF: MFRS INSTALLATION DATA) OCCUPANT LOAD CALCULATION 5/8" COX OR O.S.B. OR 6" EDGE 6d (.099) 2 -V4' INSTALL SUSPENDED CEILING PER ASTM C 635 STURDI -FLOOR T &G 10" FIELD SCREW AND ASTM C 636 CLASSROOM A (845 S.F.) /(20) = 43 SHANK ATTACH LIGHT FIXTURES TO CEILING GRID W/ CLASSROOM B (845 S.F.) /(20) = 43 SIDING (AI I FDGFS SUPPORTFn) (4) "6 x 1" STSM SCREWS WALLS/PLENUMS (80 S.F.) = 0 7/16" 0.S.B. 4" EDGE ' 15 GA. 2" ATTACH HVAC DIFFUSERS TO CEILING GRID W/ TOTAL (1770 S.F.) = 86 8" FIELD STAPLES (4) "6 x 1 STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY ROOF SHEATHING (UNEIOCKFn) A g R SUPPORTED BY 12 GA. WIRES AT EACH CORNER 7/16' O.SB. 8 " FIELD STAPLE 2" REV. BY: DATE: PER: SHEETS: Ago O L %� �� 28' x 64' MODULAR • •• • � I�t • • •� ••' �"' ... .. . • . I I I I KAH 9 -6 -06 SUBMITTAL s ae 1 "ECA CO MEM I I I ITM TIGARD A55EMN.Y br � `�' w • MODERN BILNQ D SYSTEMS, NC. _ TELEPHONE: (503) 749 -4949 FAX: • (503) 749-4950 • • • • • • • • ' w2 P.O. BOX 110 • 9493 PORTER ROAD • ALIMSVILLE. OR 97325 TIkARD . aR • • •• • • • • i • •. S F �► J5 CO co • EC� • • RA I- S ' REUSE CF DOCUMENTS O , E XPIRES: 17.13Y06 2 N THIS (rn!€Nr ANO Tl-E ICFAS AND DESIGNS INCORPORA 25 HEREIN IS TFE PROPERTY E XTERIOR ELEVAT,JQ :. • . • •.. •.. • OF MO ERN BUILDING SYSTEMS, INC, PM IS NOT TO BE oas, IN WF:LE OR IN PART, r FOR ANY OTFER USE OR PRO.ELT WITFWT WRITTEN AUTKRIZATION. I • • • • ••• • • '1' I', • I IIII 'lI t 1 �' 1' '� '1. I 1 I I I I I 1 I 1 1 I _ I - -- Y -- - I 1IIIIIIII II I I I I I I I I �������MO���1 I I I 1 1 I _______._____ 1 REAR O Q O © Q O 1 TYP. INSIGNIA LOCATION I < CORNER BATT I I r END END T I. I 1 I I 1 7 1 I 7 1 1.1 'L 1 J I 1 I' I i i - _T_ , �. , - � J I , 1 I i , I 1 T . _L1_Lrl [ I I .r'` - I i T , I I [ 1 1 1 I 1 1 1 I I I I I I I I I 1 1 I I I t I I I I / -- - - 1 - - - - -- I - - -- t 1 FRONT P.T. 2 x 8 x 16 -0" UNDER FLOOR PLAN DOORS IN PLACE OF SKIRT RIM SCALE: 1/8' • 1' -0" REV. BY: DATE: PER: SHEETS= 2 S' x 64' MODULAR• • • R O G - � l 1 I I KAH 9 -6 06 SUBMITTA \ ��a ey (0 . 1 11 1 TM TIGAR® A55EM8�Y OF GOP 0 w MODERN BI�DNC3 SYSTEMS. NC. �— • TFLEPKINE: (5031 749 -4949 FM: (503) 749 -4950 • • • • • • • • • • • • sF + / h�2 P.O. BOX m • • 9493 PORTER ROAD • • AUdSVILLE. OR 97325 TI6ARD ORaCi N • • • . • • • • • • • • • • • 1, 0 REUSE CF DOCUMENTS ' ' AS LU 0 . THIS poarENr AND rrE Dias ANO CFSIGNS INCORPOfi4TED rEtEIN Is T}£ PRGPeRrY �� Rl3V06 2 N OF NOCERN BUILDING SYSTEMS, INC. AND IS NOT TO BE LSFD, IN WHOLE OR IN PART. REFLECTED CEILt4& / E1.EC I RIGrW �• tAFX fr VII AID 121,A4 • FOR ANY 011-ER USE CR PRO.ECT WITHOUT WRITTEN AUTHORIZATION. • • N • • ••• ••• •• • • 0 2 • .:. 3 • PANFI A: 120/240V / 2004 SINGLE PHASE W/ 2' STUB -OUT j (IP A5 A5 o 1000 CFM FJA 30 x 14 GRILLE WbLI II METER BASE 4 A3 A3 Al - - - - -. - - ``\ - -- - - - 46.8 . At - Ar. / A .,, . . 0 II __ ` i '•� (II I _ • I m 28" x 8' A3 Al (24 ; A . 24' S0. GR LLE , / , \ 1000 CFM R/A ♦ 0 — 250 ! w ? , �' �� �' � ec W 0 0 cFM 1 CFM 8' •` Ul 8•� CFM 8 cFM � � CFM 22. m A7 �� A7 ' = A7 t i. 8' • . I � _ 250 8 •� ' CFM 8 •'4 8" CFM V Q La A2.4 - CFM r. : r - . = -- � - �E x14• R/A D — I Al t A3 1 i 1 1 1 28' x 8' S/A DUCT a 4 /' , .\ .- a , 1 / • — A3 ` A3 �, �. Al Xi . \ 28' x 8' x 24 GA. • . COLLAR TL. T TAR - . •45 •45 ' T 0 e - - - A7 A7 . O l — Tb 4I - - _ 111 • 4/V WP PC .86 Al •86 R FL CTT1 CI !LJ\G/FL C/V CH PLA\ SCALE: 3/16" = 1' -0" • ( REV?* BY: DATE: PER: SHEETS: 2&' x 64' MOPULA ; G • L. • : 0 KAH 9 -6 -06 SUBMITTAL • • • • • • • • • � c o 00 I NEeq • . I 1 ; TM TIGARD ASSE •OF • GAD 0 13 C r �;,, Moog BUILDNO SYSTEMS. NC. • • • • • • • • ••• Ir... _ • • • • • • • • • • o�w 2 , • - TELEPf(»E (503) 749 -4949 FAX: (503) 749 -4950 • • • • • • • • . • • • P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. CR 97325 TIC7ARD OREt70N• • A FT NO • • • • • • • . • � 'L SFJ+T `�� • RAS ! REUSE CF DOCUMENTS in 0 ' A' 1-11 THIS DOCUN£ AND N C IDEAS AND DESIGNS IRPORATED HEREIN IS T} OP E PROPERTY ���/� /��� A' . I ,, a r ORES T?/3V06 N OF MIFJ BUILDING SYSTEMS. INC. AN) IS NOT TO BE USED. IN WHOLE CR IN PART. EIzC I RcAL. / MEGMANICAI OI W i A) 6 [S • • NI FOR ANY OTIER USE OR FRO.ECT WIT OJT WRITTEN AUTFERIZATION. n • • • ••• ••• •• SYMBOL LEGEND • • • MECHANICAL NOTES `< 2' x 4' FLUORESCENT LAY -IN FIXTURE $ SINGLE POLE SWITCH (3) TUBE 32W T8 W/ ELECT BALLAST ELEC. PANEL o MECHANICAL UNITS) 0 JUNCTION BOX (2) 2.5 TON WALL HUNG AIR CONDITIONERS 2' x 2' LAY -IN SUPPLY DIFFUSER WITH 10 kw ELECTRICAL HEAT O FIRE ALARM (RACEWAY ONLY) 2 120/240V MIN. 2' EMT CONDUIT W/ o THERMOSTAT(S): WR IF -95 ® CEILING MOUNTED EXHAUST FAN (110 CFM) SINGLE PH. (3) 3/0 XHHW -CU VISUAL ALARM (RACEWAY ONLY) 4 WIRE (�) ><4 BARE o DUCT MATERIAL= CEILING MOUNTED OCCUPANCY SENSOR O +82" TO CENTERLINE 1" FIBERGLASS W/ 26 GA. SHEET METAL ROUNDS WALL MOUNTED LIGHT FIXTURE THERMOSTAT AT 48" A.F.F. TO PC = PHOTOCELL TOP OF CONTROLS o ECONOMISER(S): WP = WEATHERPROOF ❑ ECONOMISER AND CONTROLS PHONE BOX - CONDUIT UP < '4 BARE CU TO GROUND 41) DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) V (RACEWAY ONLY) Roo • COMMERCIAL ROOM VENTILATOR GFI = GROUND FAULT INTERRUPTER ❑ NO ECONOMISER WP = WEATHERPROOF @ CLOCK RECEPTACLE (120V) +88" ONE - LI NE DIAGRAM o VOLUME DAMPERS: LIEI DISCONNECT NO SCALE PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH - CEILING SEISMIC BRACE DIFFUSER WIRING LEGEND FIXTURE COLOR OUTSIDE AIR CALCULATION POWFR NEUTRAL ELECTR I CAL NOTES RECEPS BLUE OR WHITE W/ o MECHANICAL UNIT A: PURPLE BLACK STRIPE CLASSROOM (40 OCCX15 CFM) = 600 o CONDUIT: WATER BROWN WHITE • METALLIC AND M.C. CABLE HEATER STRANDED o MECHANICAL UNIT B: ' SPARE TAN WHITE SOLID CLASSROOM (40 OCC)(15 CFM) = 600 0 NON METALLIC SHEATHED CABLE LIGHTS BLACK WHITE W/ OR RED RED STRIPE SWITCH I FG NORMAL ORANGE DL ZONE YELLOW NOTE: ALL WIRING TO BE MIN 012 1 I� REV. BY: DATE: PER: SHEETS 28' x 64' MODULAR CLASSROOM " ( O • •• •• •• • • • . • •. • • • • • et I N F+ • I I , ► J TM TIGARD A55EAM; . : 00P g 01 11, MODERN BODING SYSTEMS. INC. rImI = • . TELEPFIXE: (503) 749-4949 FAX (503) 749 -4950 OREGON •.' 1 • • • ••• • •.• �� s PA. BOX 11D y F a r. r7 O I TIGARD t • • • • • • • • • • • • I tiF � 0 I • - REUSE CF DOCENTS T N RAS `� CO • • • • • • • • • • W THIS DO CLFENr AND THAND E IDEAS A SIGNS INCORPORATED IEREIN IS TFE PROPERTY i 12/3V06 I LLI C ■ OF MOL,FJ K. BUILDING SYSTEMS. K. Arh IS NOT TO BE USED. IN W iT OR IN PART. ELECTRICAL PANEL. AND LOAD CALCULATION O �f FOR ANY 011-ER USE OR PRO.ECT WITHOUT WRITTEN AUTHORIZATION. (/ ••• ••• • 4. ... r• {i • • • • • ELECTRICAL LOAD WORKSHEET ••• I • PROJECT: Tigard Assembly of God JOB NO.: 2006 -60 DATE 9/6/2006 SQ. FOOTAGE: 1770 OCCUPANCY: E PANEL: A MAIN VOLTAGE: 120/ 240 AMPS: 200 PHASE: 1 SUB CONNECTED CODE CALCULATED ITEM LOAD FACTOR LOAD DATE: 9/6/2006 X (MAIN DIST. f 'SURFACE JOB NO.: 2006 - LIGHTS (per 220 -3b) 5310.00 X 1.25 = 6637.50 PANEL A SIGN CIRCUIT X 1.25 = 0.00 I 'SUB -PANEL El FLUSH AMP CIR P - WATTS P CIR AMP RECEPTACLES THRU 10K = 1980.00 X 1.00 = 1980.00 NO NO Lights 20 1 1 A 717 13680 A 2 2 60 Mechanical Unit A OVER 10K = 0.00 X 0.50 = 0.00 Lights 20 3 1 B 704 1 B 1 4 1 ' Receptacles 20 5 1 A 900 13680 A 2 6 60 Mechanical Unit D DEDICATED RECEPTACLES X 1.00 = 0.00 Receptacles 20 7 1 B 1080 1 B 1 8 1' - 9 A A 10 - MOTORS & COMP. 11 B B 12 13 A A 14 TOTAL MOTOR KVA = X 1.00 = 0.00 15 B B 16 • 17 A ' A 18 LARGEST MOTOR = X 0.25 = 0.00 19 B B 20 21 A A 22 HEATING & AIR COND. 23 B B 24 . (per mfr's specs) 25 . A A 26 • UNIT A = 13680.00 UNIT C = UNIT E = 27 B B 28 29 A A ' 30 . UNIT B = 13680.00 UNIT D = . UNIT F = 31 B B 32 33 A - A • 34 - TOTAL HEAT /AC LOAD = 27360.00 X 1.00 = 27360.00 35 B • B '36 • 37 A' A 38 TOTAL ADD'L MECH. = . 0 00 X 1.00 = 0.00 39 B (see attached) _ B 40 41 A A 42 DEMAND FACTOR • - APPLIANCES X 1.00 0.00 QTY. = TOTAL PANEL WATTS = 30761 128.17 = TOTAL PANEL AMPS MISCELLANEOUS • X 1.00 = 0.00 BUSS SIZE = 200 ' VOLTAGE = 120/ 240 X 1.00 = 0 00 MAIN BREAKER = 200 PHASE = 1 X 1 00 = 0.00 X 1.00 = 0.00 • ADLITIONAL MISC. 0.00 X 1.00 0.00 • (see attached) • CONNECTED LOAD CALCULATED LOAD . v, TOTAL WATTS = 34650.00 TOTAL WATTS = 35977.50 S A 101AL. AMPS - 144.38 TOTAL AMPS = 149 91 • I �^ I [< REV. BY: DATE: PER: SHEETS: 2S' x 64' MODULAR CLASU4001V1• • • •• • KAH 9 6 -06 SUBMITTAL •• •• • • • �o lHE • 0 • I I I I I ITN TIGAR ASSEM -Y OF: 6 r •• g p ' 01 ` I, MODERN BUILDING SYSTEMS. INC. - 9p.. x TELEP1 -10t€: (,503) • 749 -4949 FAX: (503) 749-4950 • • • • • • • i • • • • • • • • • s 0�c3oN � _ II • OD - P.O. BOX 11D •9493 PORTER ROAD • AUMSVILLE, OR 97325 • TI6ARD O E¢4f�t • • • • • • Fr . Rns `'J�� 0 • REUSE CF DOCUMENTS • w p THIS DOCU AM T}E IDEAS NO DESIGNS INIXIRPCRATE -D HEREIN Is TFE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED. IN WFCLE OR IN PART. /� I � 4• IRES: 12/3V06 • FOR ANY OTHER USE OR PROJECT WITH -CIUT WRITTEN AUTHORIZATION. DETAILS = N TRIhLINE RIDGE :VENT 1N/ ;•• ... •. • • COMP. RIDGE CA '3° OVDI • • • • • • • WILD PLYWOOD & ROOFING 7/8' • • • • • • /1 BACK EACH SIDE CF RIDGE ROOF SHEATHIN= 2 x 2 FILLER x 9' L AT CONT. BUTYL STRIP 24' O.C. W/ 12d EACH END 15 GA. x 2' STAPLES AT 4' O.C. ROOFING ROOFING SINPSON CS18 W/ (4) N10's EA. �� END - L.VJ_. TO END RAFTER (2) 1-1/2' DIA. VENT HOLES INSULATICN W/ FS -25 SCREENED PER RAFTER BAY _ __ = RAFTERS 2x4CFx4' -0'L -W/ -._ IIIIB (4) 12d EACH END AT 24' O.C. -- _ = = = �� — - — ill ii II � T . II �II . I � TRIM la� � '' '���IIII�II�III'1� FASCIA 1 Ili' 111 e .. _ I - CAULK iiii I II �. � I ,' i i1 a` 2x RIM JOIST W/ (2) 12d Al* I END NAIL TO EACH RAFTER SUPPORT WIRE INSULATION W/ FS 25 (2) ! , di 4' -0• MIN. PLATE SPLICE �;;�� ACOUSTIC CEILING TILE — 'I "�' 2 x 4 of LEDGER W/ ROWS CF 12d AT 6 0.C. W/ (281 12d - TYP. Ii 4111■1 lil M BEVEL BLOCK v / I 1!I ` L.V.L. BEAMS IMD II�� 5/8• DIA. MB_'s W/ ' 12d AT 24' O.C NUTS AND WASHERS - 1' -0' IN FIELD INSTALL ACOUSTIC l_4 FROM END & EQ. SPACE CEILING THIS ROW ONLY Ii1M =� 12d AT 6' O.C. STIRS W/ INSULATION ;IM� / Ili INTERIOR FINISH Mg SIDING OVER SHEATHING III C D 1 3 1 TYP. S I DEWALL EAVE DETAIL 3 ROOF MARRIAGE DETAIL s SCALE: r - r -0' 13 SCALE: r • r -0• ii SIDING OVER SHEATHING 'III INTERIOR FINISH I II STIRS W/ INSULATION 1410$ 5/8' DIA. TI-I EARED RODS W/ NUTS II Sm 1 AND WASHERS AT 8'-0' O.C. & 15 1I � 3' -4' FROM END (ADJUST SPACING . x AT 4' 0.C. 2' S I _ — SUBFLOOR AS REQ7J TO AVOID JOISTS) S�FZQQR II / Iwf • i� Mali? OFFSET RIM \ , v RIM JOIST INSILATION W/ FS FLOOR JOIST SINPSON LLP26 HANGER Si . 11 SIMPSON LUP26 HANGER INSULATION W/ FS -25 RIM JOIST 2G 2 TYP. S I DEWALL FLOOR DETAIL 4 FLOOR MARRIAGE DETAIL v F. SCALE: r - 1' -0' 13 SCALE: 1' - 1-0' L , REV.tt BY: DATE: PER: SHEETS: 2S x 64' MODULAR . a.AeszooM • • •1 I . PROFF ' , . ' KAH 9 -6 -06 SUBM ; TTAL • • • • • • • �?� �"�'G I NE � O I I I II I ) TM TI6ARP ASSEMB•��' Dil • :GOP : • N 13 1 � , �- Mom . BIULDNG SYSTEMS. inc. - 1"' _ • TELEPHONE: (503) 749 -4949 FAX: (503) 749-4950 • • • • • • • • p � 1 . P.O. BOX 110 •9493 PORTER ROAD • AWdSVILLE. OR • 97325 TIGARD • • • • • • • • • • 'P sF. • '95 CD 0 • ti 5 REUSE of ooa rirs OR�GQN . • • • • • • • • LL.1 • • Fr ' ' THIS DOCIFENT AN) TFE IDEAS AND DESIGNS INCCRPORATED FEREIN IS TFE PROPERTY • • • • • • A. RA I— 0 DETAIL -5 EXPIRES: 2/3V06 I N OF FACCf] BUILDING SYSTEMS. INC. AND IS NOT TO EE USED. IN W - E lR IN PART. FOR ANY OTFER USE OR PRO.ECT WITHOUT WRITTEN AU KRIZATION. -- �� _ • • • • • • • • • • uo • • • • • • •••• •••• ••• • • • • • • • • I • ••• • NOTCH SIDING & RIM (4) 12d SCREWSHANC - AT OUTLOCKERS OUTLOOKER TO RAFTER r.•:r.•?►r.•:• ""' II z ::►-a-•_►s► ter.►... \\ ROOF S1- EATHING (2) ROOFING LAYERS AT EXPOSED 0.1 ,11 ei 110M.1 (3) 12d SCREWSHANC l r ' < (3) 12d I 1 il Fl! BARGE - ' "' < RAFTERS <9 28 x 8 SUPPLY AIR �- 2 x 4 CF SUB-E3 0� ARGE !: \C9 DUCT I11♦i 2 x 6 CF '2 OUTLOOKER iiF� ' FLAT AT AT 24' O.C. I 2x 6 CF ii � \........ 5/8" GYP. BD. LID co w 1 ' M � INSULATIO W/ FS -25 ` o m ! VAPOR BARRIER CAULK 1411 '��' 24 GA. SHT. MTL. OR z w iii STUDS w/ INSUATION & GY BD. (4) SIDES " ' c SIDING OVER SHEATHING ,I = FS -25 ABOVE CEILING < U 1 < I INSULATION IN EXTERIOR WALL r— co o1 o AT PLENUM TO HAVE FS -25 �' c' o `-' GABLE END DETAIL VAPOR BARRIER N � Q ® QI SCALE: r T-0 2 x 3 S TUDS FLAT `� w AT 24' O.C. I 5/8" GYP. BD. ON 'I' I MO I, SIMPSON CS1e W/ (4) N10'S ALL SIDES AND SIDING OVER SHEATHING INTERIOR FINISH YP II� EACN END TYP. FLOOR 1, \ . STUDS W/ INSU.ATION I!� 2 x 8 BLOCKING AT 4' -0' O.C. END RAFTER I IIW. .111•11 I1 R SUBOOR - -- I Iril0110, I _ __ - _ _ _ _ _ - _ 30" x 14" RETURN ' AIR GRILLE - 6" A.F.F. s GA. x 7 STAPLES 111„ ' 1 , TO BOTTOM AT 4' Of. I I , (~ W �, OFFSET RIM L.V1. BEAM - TYP. 're A {5Z a DBL. END JOIST INSULATION W/ FS - 25 v Si ( li f 1 6 TYP. ENDWALL FLOOR DETAIL 8 PLAN VIEW AT CORD TIE . 9 PLENUM DETAIL 14 SCALE r - 1 14 SCALE= r - 1'-(Y 14 SCALE: 3/4' - 1' -0' REV.* BY: DATE: PER: SHEETS: 20' x 64' MODULAR• C KAH 9 -6 -06 SUBMITTAL • • • • • • • • • • • • esINE CD • I I I I I I TIGARD ASSEMBLY OF : GOD : 0 13431 tg In w MODERN BUI_DING SYSTEMS. NC. Immo _ • TELEPHOPE: 603) 749 -4949 FAX: 603) 749 -4950 • • • • • • • • • • • • • • , Nth, e , P.O. BOX 110 •9493 PORTER ROAD • AIMSVILLE. OR 97325 TIGARD /�pV�!O}• • • • • : : • • 'Pr y3 y c� CD • �/ A RAS REUSE OF DOCUMENTS W O I- THIS DOCUENT AN) TF£ IDEAS AND LESIONS INCORPORATED HEREIN IS TIE PROPERTY OF MODERN BUILDING SYSTEMS. INC D IS NOT TO BE USED. IN WHOLE OR IN PART. V /I • FOR ANY OTHER USE OR PRO.ECT WITI -OJT WRITTEN AUI}CRIZATION. DETAILS ��RE$ TZlT2/3V06 = N IE. ••• ••• • • • •• • In F--- • O • • • .•. ••• •. • • • • I • • free R • W/ (4) A 12d E.N. TO L.V.L. RAFTER LEDGER (4) 12d LVL (LEDGER /BACKING) ' L.V.L. BEAM - ATTACH i _ 1 1/2" x 24" LONG TO COL. W/ (2) 3/4" W/ (4) ROWS OF 12d AT L.V.L. BEAM ATTACH D I A. CARR I AGE BOLTS 6" O.C. STAGGERED (12 NAILS MIN.) TO COL. W/ (4) 12d SIMPSON CS18 W/ (4) N10's EACH END CS18 W/ (6) L.V.L. TO BRACE 0 BOT. CF L.V.L. \- N10's EACH END 3/16" x 6" x 9" L. • • 1 PLATE - WELD TO 2 x 4 2 x 4 (3) 12d BEARING PLATE - ---\- i i t -1/4" 3/4" x 3" x 9" STL. ' I SIMPSON A34 W/ (3) BEARING PLATE N10's EACH LEG o o SIMP CS18 W/ (4) 12d AT 6" O.C. . N10's AT WALL PLATE r 1 STAGGERED 2 x 4 x 30" BRACE AT 1st & 3rd RAFTER V <TYP. EA. SIDE OF COLUMN - 0 316• NOTE: co SECTION A 4 DEG T A B MOD AT 'A' 3• _ SCALE: 1" = 1' -0" 4 x 6 DF tt2 > 3" x 3" x 3/16" COLUMN TUBE STEEL COLUMN BATT --\ ° PANEL CLIP 2• r� � _ 20 GA. x 2" x 12" r :..�. 1• II N 1 . m 0 STRAP W/ (12) N10's • WELD -TYP. — CS18 W/ (6) )71\1 3/4" x 3" x 9" STL. OF SUB FLOOf2 BEARING PLATE W/ N10's EACH END (4) 16d PLAN VIEW r FULL BEARING (RIM FULL BEARING (RIM SCALE 1" = I-0" ' OR BLOCKS) OR BLOCKS) NOTE: OVERALL COLUMN HEIGHT = 8' -10 3/4" N . (W/ PLATES) . $ TOTAL NO. OF COLUMNS REQ'D: = 2 , 10 END WALL COLUMN DETAIL ii CENTER COLUMN DETAIL • 15 SCALE: 1/2" = 1-0" 15_ SCALE: 1/2" = 1' -0" REV.' BY: DATE: PER: SHEETS: 28' x 64' MODULAR CLASSROOM KAH 9-6-06 SUBMITTAL \ �'C�4 G I H � 0 I II II TIGARD A55EMBl OF GOD ,' Sj �,;,, I I I I I ITM r I z I MODERN BUILDING SYSTEMS. NC. TELEPHONE: 1503) 749 -4949 FAX (503) 749 -4950 I maw ' • P.O. BOX 110 • 9493 PORTER ROAD • N.MSV ILLE. OR 97325 TIGARD , OREGON < .r. SF J`' ttO . REUSE OF DOCUMENTS T A RAS H CO THIS DOCL.N AND T}£ IDEAS ADD DESIGNS INOOF1 FEREIN IS THE PROPERTY ' DETAAiJ E�IRES� 12/3V06 = LLE *0 i OF MOCETdJ BUILDING BUILDING SYSTEMS, INC. AND IS NO BE US T TO BE USED, IN WHOLE CR IN PART. U) F CV OR ANY 011-ER USE OR PROECT WITrOUT WRITTEN AUTI- U1IZAT ION. 1 HANGERS TO BE 92 GA. GALV., ` SOFT- ANEALED. ETD WALLS - ATTAD -ED W/ MIN. C3) TURNS TO CEILING SUSPENSION IE?-EERS AND . TO V4' x 3' LAG ARE SPLAYED MOFE THAN 1 IN 6 OUT OF PLUh9, MIW STEEL WIRE AT 4' -0' O.C. AND MAX. 8' FROM PROVIDE COUNTER — _ _ - _ I .L`� - _ SLOPING WIRES. INTO BOTTOM EDGE — = _ -= ° Qci TO RAFTER CF ROOF JOIST. WI-ERE WIRES r— '4 GA. SPLAY -WIRE BRACING IN PLME OF EACH RLNER. VERTICAL ANGLE - 45 DEG. ALL WIRES ATTAOED TO MAIN ICPl - TYP. 2, SPACE MAX. 2' FROM it INTERSECT V �� / ION - 1/4' DIA x 3' 11i1II LAG TO BE INSERTED PARALLEL TO 111 11 1 DIRECTION OF WIRE `12 WIRE 45 DEG. 8' MAX - RAFTERS (2) "7 x 1-5/8' SCREWS `12 SUPPORT WIRE AT CRISS TEE AT c L.V.L. BEAMS `12 SUPPORT WIRE ° 8 SELF TAPPING SCREW FLOATING END E— AT 4' O.C. ON 8' MAX. MAIN TEE TYP. BERC CLIP ' ' 11 IL V2' DIA. CONJIT OR INS FIELD TIE WIRE TO 0.02 �4 7/8' x 7/8' x O FIELD I -��o_ VVER�T. STRUT AT .�"' CROSS TEE SPLAY LOCATIONS \ i e THIS kri,; `�/�� 41 TIGHT - FIRMS - TYP. FLOAT THIS END SNAP END OF CROSS TEE OF ACOUST / '6 STSM SCREW �I CROSS TEE INTO MAIN IEE MAIN TEE CROSS T EE TILE MAIN TEE 1 \ 2 - o FI INSTALL ACOUSTIC 7/8' x 7/8` x 0.02 �/� • � 1 6' ti W Bf2ACE • VARIES CEILING THIS ROW ONLY ANGLE WALL TRIM NOTE= MARRIAGE LINE OR " • OPPOSITE SIDE FLOATS CROSS TEE . 12 CEILING BRACING DETAIL u CEILING GRID AT MARRIAGE 16 CEILING GRID AT SIDE WALL 16 NO SCALE 16 NO SCALE 16 FIXED EDGE NO SCALE RAFTER "12 WIRE AT ZONE D. E. F 8" MAX. `12 WIRE AT a MAX. EACH MAIN TEE 8' (2) "7x1-5/8' SCREWS •/- V4' (2) "7 x 1-5/8' SCREWS •l V4 � ' `8 SELF - TAPPING SCREW "8 SELF - TAPPING SCREW CEILING LAG BERG CLIP BERC CLIP � 1 • .. .. DUCT . .. 11HIIIIIIIII � - ` 'IIIIIIEII II '` =• "12 WIRE EACH • • < • • • • • • a • SIDE - TYP. • • V•• • ••• ••• • ACOUSTIC TILE / • • • 0 'V••rA Iv.� • • • • • • • • • CROSS TEE 1' MIN. SLEET FATAL 7/8" x 7/8" x 0.02 MAIN TEE • • • _DI�T HANG R ST�t; ANGLE WALL TRIM • • , • • Al • ICI REQUIRED 13Y1 • D • • • • • • M AC1lF2EF; •. " v • • • $ ••• • ••• • • • ANGLE WALL , 1 13 DUCT SUPPORT 16 .• • •• • ••. • • • • • • • • •• 1 CEILING GRID A T SIDE WALL T7 CEILING GRID AT END WALL • • • • • •• • • • • • • • S 15 .. •••••••••••••• • •• • • • • •• •• •• • 16 FLOATING EDGE NO SCALE NO SCALE