The URL can be used to link to this page

7555 SW HERMOSO WAY-3 OFFICE COPY 714. CA ut � Lu r r tj 12 F EF= �--� f--- © 61 :t � � omI HERMOSO ROAD 0 TIGARD , RE ON --- z _St�lte a� p : IOcRE�Q.U_IRE_REQUIRED IN,:) y --e�i tructur-� _ Q O Concrete -•'Id �-uInforcing Stool Concrete `�,��p PRpFFS CI ;pori::! F., t�f2c�,?atlrg Concrete Frtn,o �, I N�F'P sio �Q 19105PEF y f0 RziriforCiro ry St^o1 i"►;r etre�x.r g =:E�•E'�endo�,s rr atr�.t�.rr�.11Eti'rU.l4:�g.00R _(11 C7 H�Ott�ttr'"�:1:�t,:�rsl:tg I ,truciural mavmry FxPires:r-- :30-0 Co""O e to In�u1s,.��g 0011=03 Fill El Spray Appliid P.tnterl'_" _ — t:] pilings, 0r;Iled Pl?:r,and CaisFon3 �7 0 Shc,:cretrw specl ' Grading,Excavation and F'idlr.g i.] ;;rno;,r,•Conicol;YF-,;ems W � � C\ -- -_ — ---- `- ---_ — — — — — -- y Ot'r+er Inspa ti;ws J raLravAor i oN- 1 y _ SCALE: 1/4' = 1'-0' fi In PROJECT TEAM: PROJECT INFORMATION: _ ff IL nWNER: MINUTEMAN PRESS CODE: UNIFORM BUILDING CODE 1997 EDITION W/ ALLOWABLE AREA: BASIC: 8000 S.F. x 2 FOR MULTIPLE STORY = 16,000 S.F. U� Y LL }- cel 7545 SW HERMOSO WAY 1998 OREGON STRUCTURAL SPECIALTY CODE TIGARD, OREGON 97223 AMENDMENTS MAXIMUM STORIES: 2 STORIES 416 0 4 404 L � r 503-620-5203 ci ZONING: MUE; MIXED USE EMPLOYMENT' ACTUAL STORIES: 2 STORIES WITH A BASEMENT CiYY OF T b ON DESIGNER: RORY ANTIS DESIGNS �U.lLDM1C D tAS� O 0 24501 NE HWY. 240 SITE SIZE: 6130 SQUARE FEET MAXIMUM HEIGHT: 40 FEET C.0In �� cv NEWBERG, OREGON 97132 L11 W 503-537-8002 BUILDING AREA: BASEMENT: 3200 S.F. ACTUAL HEIGHT: 39'-3" MAIN LEVEL: 3200 S.F. - N STRUCTURAL ENGINEER: DANIEL A. SCHU?TER, P.E. UPPER LEVEL: 882 S.F. _ L� 2216 THORNE STRELT TOTAL FLOOR AREA: 7282 S.F. NEWBERG, OREGON 57132 =3 503-538-6097 OCCUPANCY: OFFICE: B LU � 0 Z 1E CIVIL ENGINEER: WILLAME i fE. ENGINEERING AND EARTH SCIENCES OCCUPANT LOADS: OFFICE: 7282/100 = 72.8 (73) P.O. BOX 1139 DALLAS, OREGON 97338 DATE 503-623-0304 CONSTRUCTION TYPE: OFFICE: VN UNSPRINKLERED 1-17-04 2-03-04 LANSCAPF ARCHITECT DARRELL MULCH 6266 NE DURHAM ROAD LEGAL DESCRIPTION: WCTM 2S101AS, TAX LOT 1501 PORTLAND, OREGON 97211 7545 SW HERMOSO WAY 503-249-5078 GENERAL CONTRACTOR: GRAY PURCELL ll'Y OF TIGARD 11445 SW TIEDEMAN AVE. approved P0j_1-c-/AJG .......•...... TIGARD, OREGON 97223 c_onditionaApproved. �r'I'RU�'F.D MANS For only thev� rk es desr.nbed Irl: 503-639-6127 I'sclA DE IIN-ATTACHEIIt; PERMIT NO. SlILCIFICATION BOOK See Letter toy Follow. ................... . f :9STRUCTURAL CALCS Attach ............. 6,UOTFCII REPORT Job dress:_- 55,x._-f ,2S MISC DUCLI IENT$ ,l 0 � 4�NQ. L'�G.L"-E�ate -71 ['t �6,' a PPO ,Irk Y y MINUTEMAN of --- 7555 SVS HERNIOSO NVAY BU P2003-00681 1 ul' 25 OFFICE COPY � NOTICE: IF THE PRINT ORTYPEONANY I�r lei SII III III I�I Ilr III i�t�l�l i T r�r r�1' t�r r�ri�r '�r i X11 rlr rll III rel I�I III E 1111 III Ili E11 f1r1�1_ Ilr. I I III I�11111III1 Ill lrl IITIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE IT 13 DUE TO THE QUALITY OF THE _ No 78 6Z 8Z GZ 978Sit 6t i Et Zt tt i 8 S L ORIGINAL DOCUMENT l III! SII IIII�IIII Ilil IIII�IIII Illlillll �� Illl IIII�III�IIII ��III�� I��i �I�I �Ii� ��II�II►��► ��II►�►I�I��i��►�!►�►II�� ii��ii��►�I�� I��II�� l��l��► !��►�►�I��►��iii ►�ii��►II��►��ii�iiii ull ��1u111u1�ull I Gt 9T 9u1�i1E u�ll�lu�iuli�iilu►il nl � r U1lu (pr 1-- �- 0 Q Z3 d) 0 c !uc� FOUND 5/0'IRON ROD WIH A YELLOW PLASTIC CAP STAMPED / V 'CEJ PLS 2556' (a Ul � Lu / _7 z SAN. MH RIM 192.2. 42 IE IN N. 12" 179.72 IE IN NE. 12" 179.71 / Q IE OUT S. 12" 119.66 1910 17 FOUND // OREGON 4 C L5/1* W�C CHAP STTAMPED ' q�I��,�q r 15, NEW CONCRETE WALKWAY-- A. SG�� \ Expires:6- . 0-04 FOUND 5/8•IRON ROD 20'-3• NO CAP FOUND 548,IRON ROD MTN 20' CEI PDIG556' CAP srAUPm F 40'-0' I 0' 6' —NEW CONCRETE WALKWAY M 24' 2cFD.nA�\1/ ' 150' ��- ►..ry O .- TRASH ENCLOSURE: /I\PINE vo - YCLINCs WATT�T ( V CHAIN LINK EENCE B T ASH ! �"�� c'\, W/ SLATS r P01F / 'I WATER I II I VALVE in rel' II ,--NEW CONCRETE 51DEWALK W I � 61 I , II ►—� t� .gyp VALVE E•.., �j 0cy / t u I. C4 N cn PROPOSED U ' 111h t� II OFF-CE 51,J I L D I NG LQ zNI � L41 UJI NN I� -NEW CONCRETE WALKWAY Q Ln N Ia IIc3 ;i T •', WATTS II ly Qp _e uEnR ---IV LuST e Qi Q 0 C0 l4 fl ul N PIN V EICYCLE RACK 150' (4 5TALL) FIRLn SIGN: II BICYCLE PARKINGVol -8- I£s'-0 LOf 22 "FIERMOSO PARK" I I N I I N I to NORTH I 0 U- 1 or PLAN _ z :z m 1 5CALE: I'=2 0 4 (j) z C) 0 50 h 51TE ADDRESS: -I545 5W HERMOSA WAY ti r FOUND 5/8•IRON ROD TAX MAP: WCTM 25101A5 Ill t ul 7 • (e E N D � � \ TAX LOT: 1301 Q PARKING: 19 SPACES TO''AL =3 Ln `Z zr �l Ul Ll STM MH RIM 190.11 DATE IE IN E. 15" 185.76 `_ '3-20-03 SAN. MH IE IN N. 185.86 RIM 189.41 IE IN N. 185.81 IE IN N. 12" 118.11 IE OUT W 185.71 IEO12" 181. I / IE OUTW. 12" 178.8.06 JI / r�� S.W g • EVELAND ST. &HEET I r I. MINU'CEMAN 7555 SW HERMOSO WAY ni= 12 BUP2003-00681 2of 25 I I II NOTICE: IF THE PRINT OR TYPE ON ANY III ISI III ! ! III ! li . II i ! 111 III rlr -r)r ll1 11f i�1 ! ! 1�I 111 111 1111111 111 !�! ! ► !�! II! 111 !�! Illlrli III 1 1 I�III(I t�lllll 111 I �I I�tll �l'III III T11 ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I I I I I I 14 I I I I 1 6 I I I I I ;f I to I I I1 IT 15 DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT _T_ ---.-��. I I I i I !I I 1— IItlI1�l��ll £ 8Z ! 8Z LZ AZ Z 67, fiZ Z TZ OZ 6i 8I LT 9T 9[ !r1 £T Zi TT i 8 8 L 9 'Zi uw i ►iii �ti►��► �ii�liiiiilll�iliil►lii�iilllliiliii ►i►I�iiiill►ili►► ilii ►iiii►i►Jiiiilill ►iit�►illililiilillli► Illl�llllllll�llllllilll►Illllll�llilillllll, I►II�IIIIIIII�►Illllllllll11111�1111111111,IIIIIIIW�IU.11llllul�ll 1 11 IILIIIIIINII ' (V N W � � 1- F~- F- 0 L W T-0 1/4' @'-0' B'-0' 12'-0' T-0 74' _ Ib_-II 3/4'-T Z z (, 50 PROFFS \y ��G I N£fq Jio 4 1 105PE v o G0l`' e 9'1' �4I,".%'o A. S Expires:6—.30- 04 C C C C E ry `J m ^wN � N mo E~ Lo0M � �j m -- Lo i � N � OFFICE I 301 ATTIC ACCESS ATTIC ACCESS C FE Q "v m t } _ _ o 12'-4' 3'-10' -j U Iv lh � ii Hi06 3 ' � zN � Q � k � z �, � � DATE 9-2C-03 UPPriR LEVEL r-LOOR PLAN 1 SCALE: 1/4' - 1'-0' NORTH MINUTEMAN SUEET 7555 SW HERMOSO WAY BLIP2003-00681 Sot 25 SCALE. r� 1 d 0 1 2 3 4 5 10 840 5Q. FT. OF 10 NOTICE. IFTHE AS LE OR TYPE ON ANY ��IIIItll�lll 1 1�IIII111�1 1 I I I 1 1�I III I7 t L�t�T tThII�O�111�111I11��I��II1�IIlIIII�I��1�1�IIlIIl1��I�I��II��111I1�I1��111�f�ll l T(14 IMAGE IS NOT AS CLEAR AS THIS NOTICE, '1 � � t+`411 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENTf �IIII II L 924 II _ IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII Wlllll IIWII�IIIIII�IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IllIIW llllull IIIIIIIII ulW 1111�N11 i� q - - 14 L1GN7 FIXTURE ! ~- CENTER ON MIRROR ++- " LIGHT FIXTURE CENTER ON MIRROR CV 36' MIRROR (� m 36' x 36' MIRRORuj -ENTER ON SINK CENTER ON SINK 1 F �- �- 0FLASTIC Q PLASTIC LAMINATE ---PLASTIC: LAMINATE WA N5GOT"- ATE - -------- - WAINSCOT WAINSCOT - - -- --- _ ---_ - J J` to - 501-ID BACKING % -- ----4 ' GRAB BAR FOR 36' GRAB BAR -------_-, MIRROf� 1�- IRROR - SOLID BACKING / FOR 36' GRAB BAR P OVIvE OLID BLOCKING 'U FOR GRA BAR -42' — r Q . COUNTER - --- — -- _ 4' !N. �- /----COUNTER U.l E _ -- - - ---_ TOP K _. TOP --` -_'_ _. . .__ _-._.__ _ -_ - --- — — T.P.D ''�' FROM cc''i ' T.P.D. 36' FROM — - -- -.. — = BACK L� 4LL., MAX---.. - -- _711-- / r�� (V uj BACK WALL, MAX. ;� T` iv N _ Z F -- T.P.P. /FACE :>F � A FACE 0 ,� TOILE I D ��Ep PROFFS ' I C TOILET I'-6' 3'-m' < <�GINfF S, Js.l 1iA/V I I � I RECON E MIN Is �qY 15, BATHROOM mLm\/Amr1oNs 'F� 5 , SCALE: 3/8' = I'-0' F.xpires:6- 30-0� 1 5CALE: 3/8' = 1'-0' LIGHT FIXTURE CENTER ON MIRROR 36' x 36' MIKROR CENTER ON SINK cn PLASTIC LAMINATE ~ g 1-i -- PLA571G LAMIN.41E WAINSCOT WAINSCOT C,\) N '11RROR -SOLID BACKING FOR 36 L 12` GRAB BAR � / , -� Li] I 12 ►-� C!Z OO -- COUNTER -' - - -- - Lf) TOP T.P.D. 36' FROM / BACK WALL, MAX. W � c73 e C,4 �� — T.P.D. /� FACE OF E5 FACE OF � v TOILET TOILET Z4 15.1 LIGHT FIXTURE t ' '�� I� CENTER ON MIRROR w - - 36' x 36' M` RROR -- CENTER ON SINK 3 SCALE: 3/13' = I' PLASTIC L.AMIN!-ATE - WAINSCOT S cn IRROR O /- .- 50LID SACKING o FOR 36' GRAB E34R CO TER f TO A Alf _Tzv / ;9S '0p B - T.F'.D. 36' FROM \/q 8 BACK WALL, MAX. a ►n JF S- MINIS �'-5 1/4' �'-5 I/4' BATHROOM RLW/ATIONS I __ o SCALE: 3/8' = 1'-0' 0 _----_ L Av CIA _ C �n 15 I N I- - Z r 14 _ - UI'ILITY N Q 6� 0 0 - `q � LAV LAv L!.� B i c U -- O 61 MEN'S '� owc - e tl l r<r C4 DATE 9-2a-0: 2-03-04 ONLARCOND BATHROOM PLAN 154THROOM PLAN SCALE: 3/8' :. 1'-0' 5CALE: 3/8' = I'-0' N11'uAA'FN1AN 7555 SNS' IIER110SO WAY BlIP2003-00081 4of 25 vF 10 .r-WAw - NOTICE.' IF THE PRINT OR TYPE ON ANY I III-j I I I III LI - II ill 111 1 1 ! 1I - I. --I- I I1 1 1 I-1-I 11 1_11 I-II III II rll -111 I1_11 I-IiI IMAGE IS NOTAS CLEAR AS THIS NOTICE, i 'iI (I I-III I�I I�-I—i l I-I-I-I I-IIII III 'I-1-1-1 III-I 1-1-1 I-I�I'� l i l-I-I-II II I I I I I I III III III 1111 III III VIII I _�— 7 . -IQ� I 11 IT 10 DUE TO THE DUALITY OF THE "° 3e _ _ � . �III IiI 1111111II Illllllllllllllllll IIII�IIII II�IIIIIII II -� � � lL IaORIGINAL DOCUMENT c(z 0 a 11HilILI�I9�I�III�1�(l1l'lllllll�Ellllllllll�Ll I �t a��N 1.1111�111111�1�111 j 41 (Y r LUm1 H �-- O ip 3 Lu o 42 � � LIE) uu u, Z z - CONNECTION DEVICES TO BE OF AN Q APPROVED TYPE AND HAVE 100" CAPABILITY AND HAVE: 100" CAPABILITY � k) PRog ADDITIONAL HANGERS Ai-L MEMBERS � ��G I tJ�'F-� si W/IN 8' OF PERIME)'ER o - - - 5TA51L17ER BAR BETWEEN -L cr � MEMBERS w PERIMETER EUILDING STRUCTURE 0REGON / "4, '4, ELEC. CONDUIT OVER VERT. WIREqy tiAr ry N4 �4 6 12' O.C. E.W. �F[ A. Sc�v1 5t--URE ALL HANGERS TO BUILDING Fxpires:6-30-u,: ' STRUCTURE, TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS .77 i LAT Al.f-2� L � B INC c\j c CROSS RUNNERS--� t -MAI RUNN._RS A O.C. FIT 3ETWEEN MAIN 0 Cz SUP ORT W/ 012 UJIFE RUN ER5 O 9 4' O.C. W I NOTCH CONDUIT \\--COUNTERSL-OFE HANGERS L" O � O R R'uNNER IF M RE THAN !:0 {-"' OUT OF PLUMB � � --� 8' MAX. 4'-0' O.G. 4'-0' O.C." cn 4' MAX. 12'-0' O.a. EA. WAY 0 LATERAL BRACING e 12' U.C. EACH WAY. MAIN RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 4' OF PERIMETER t N 2' FROM CROSS MEMBER G _N -INST_ALLATIC�N REQUIE2Er1 TS - UE-3C STD. 4-1-18, ASTM G F�:36-69('16). UBL; STD. SECTION 1) HANGERS TO BE A MIN. OF 012-GA., GALVANIZED, SOFT ANNEALED MILD STEEL WIRE i! SEC. 41, 18013 6 4' O.C. EACH WAY. r (a) HANGERS 2) ATTACHMENT DEVICES TO BE OF AN APPROVED TYF CAPABLE OF CARRYING 5 TIMrS THE CEILING LOAD (450)., 3) WANGEFZ5 TO BE PLUMB OR. COUNTER 5PLAYED AND NOT PRES5 o4GAIN5T PIPE OR 1 D'.JCT INSULATION, (b) CARRYING 4) CARRYING CHANNELS AND MAIN RUNNERS AR.= TO BE LEVEL WITHIN 1/8` IN 12', CHANNELS d LEVELING 15 TO BE PERFORMED WITH HANGERS TAUT, KINKS OR BENDS ARE NOT TO BE (c) MAIN RUNNERS USED AS A WAY OF LEVELING. — (g) CEILING 5) DEFLECTION SHALL BE LIMITED TO 1/360 OR .133' (1/8') IN A 4' SPAN, IF THE FIXTURE A FIXTURES CAUSES A DEFLECTION IN EXCESS O,= 1/8', THE FIXTURE SHALL BE INDEPENDENTLY 5UPPORTED OR THE GRr SHALL BE 5UPPLEMENTALLY SUPPORTED WITHIN (o'- OF EACH CORNER WITI A "12 WIRE:. ,o) A FIXTURE INSTALLATION SHALL NOT CAUSE THE RUNNERS TO ROTATE MORE. THAN 2' FROM THE VcfZTICAL (THIS i� TfJE EQUIVALENT OF 1/32' OUT OF HORIZONTAL FOR A STANDARn I' TEE ,) SEF_ LATERAL BRACING REQUIREMENTS 11,AT FOLLOW FOR MORE RE.5TRICTIVE REQUIREMENTS. ` �ATERAI_SFA(-ING REQUIREMENTS !N LIEU OF ENGINE REQ pESIGN (APPLICAB ON 1 TO STANDARD 2' x 2' AND e �� 2' x 4' GRIT-)5 WHEN NOT 5UPPORTIN;:s PARTITIONS.) 41.181') 1) HANGERS TO 1✓c A MINIMUM CF 012 (,zA., GALVANIZED, SOFT ANNEALED MILD STEEL WIRE -- a) VERTICAL to 4' O.C, EACH WAY, HANGER� TO BE ATTACHED TO 5U5PEN5ION MEMBERS AisID TO TETE HANGERS .UPPORT ABOVE WITH A M'NIMUM OF THREE TURNS, HANGERS SHALL NOT ATTACH TO OR BEND AROUND OTI-IFR MATEPIAL OR EQUIPMENT AND 5HALL NOT BE MORE THAN I IN 6 OUT OF PLUMB WITH")UT 5EING COUNTER SPLAYED. 2) ALL. CONNECTING DEVICES SHALL BE OF AN APPROVED TYPE CAPABLE OF SUPPORTING SPRING CLIP 1000'5 AND BE SECURED TC THE BUILDING STRUCTURE. 3) A TRAPEZE OR EQUIVALENT 5r4ALL BE USED WHERE 055TRUCTION5 PRECLUDE DIRECT KITCHENETTE "12 GAUGE SUPPORT WIRE (2) FIXTURE HANGING CABLES ATTACHMENT TO THE 5'iRUCTUh�E. TR4PEZE 5USPEN51ON5 SHALL BE A M!NI1`1UM OF BAGKrml.EVATIONS \e 45' EACH WA-- COMPRE56ION PO5T AT OPPOSITE CORNERS C 2 .SCALE: 3/8' = I'-0' � \ 70 BA,.,K I�4 GOLD ROLLED CHANNELS WHEN SPANS EXCEED 48 . SECURED TO STRUCTURE (b) PERIMETER 4) ALL RUNNERS SHALL GE INDEPENDk1�TLY SUPPORTED AT THE PERIMETER WITHIN 8' OF THE ! HANGERS WALL. OR CEILING DISCONTINUITY, THE WALT_ ANGLE OR CLOSURE STRIP SHALL NOT BE CROSS RUNi�E4 ALLOWED FOTHIS PURPOSE. CEILING GRID HANGER WIRE (c) LATERAL (5) WITHIN 4' OF THE WALLS AND AT 12' O.C. IN EACH DIRECTION, 4-012 GA. WIRES SHALL BE o e 45' FOUR WAYS BRACING CONNECTED WITHIN 2' OF AN INTERSECTION OF A MAIN RUNNER AND SF'L AYED 90' FROM EACH LL OTHER AT AN ANGLE NOT EXCEEDING 45' FROr1 THE PLANE OF THE CEILING. �- E ` (d) PERIMETER (6) MEMBERS PERPENDICULAR TO THE WALL_ SHALL BE TIED TOGETHER (STABILIZED) TO 7_ 3� T-BAR LIGHT GLIP� CEILING GRID MEMBERS PREVENT THEIR SPREADING. TH15 SHALL BE DONE IMMEDIATELY ADJACENT AND PAR NLLEL A T TWO DIAGONAL COMPRESSION POST Q -` (e) ATTACHMENT 'r0 THE WALL. THE WALL OR CLOSURE ANGLE 5HALL NOT BE U5EU FOR TH15 PURPO5E:, .4L- _1 X 3/4 HEAVY DUTY '' CORNERS- C 12' OC EA. WAY _ 0 t-- Q -- O \ --�� 70 PERIMETER THOUGH TO FACILITATE INSTALLATION, RUNNERS MAY BE ATTACHED TO THE CLOSURE ANGLE --� I TUBING / ��, MEMBERS AT TWO ADJACENT WALLS WITH CLEARANCES BETWEEN THE WALL AND THE RUNNER BEING (�1 F� (140 / � MAINTAINED AT THE OTHER TWO WALLS. -I Ui Q L ail 9 \\ �' \ \ #(7) ALL LIGHT FIXTURES 'HALL BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. THE I� �-�- U 0 A / \ ATTACHMENT DEVICE_ SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE WEIGHT IN ANY DIRECTION. (8) ONL T INTERP IEDIATE-DUTY AND HEAVY-DUTY SUSPENSION SYSTEMS 5HALL BE USED TO TYPIGa��+RACINC CONN CTION \. ' s SUPPORT LI(aHT FIvTURE5. (IFA LIGHT DUTY SYSTEM IS USED THE FIXTURES MUST BE INDEPEND•• —` ENTLY SUPPORTED AT EACH (.;/)F IER WITH A 012-GA. HANGER) 8 i1( I= �( (f) LIGHT WITH INTERMED14TE-DUTY SU5 , '510 . I PE N 5 Y5T M5 E , THE GRID MEi`iBERS SHALL HAVE � Z � cn r �.. \ / / FIXTURES SUPPLEMENTAL_ SUPPORT WITHIN 3' OF EACH CORNER OF THE FIXTUKE WITH A 012 GA. HANGER A --SPRING CLIP MAIN BEAM SAFETY CAE"-E ATTACHED TO \ W-4ERE HE,4vY-DUT7' SU5PENSION 5'r5TEM5 ARE USED, E"IPPLEMENTAL 5UPPORT 15 NOT D15CONTINUE TOP ANDCEILING GRID FIXTURE � %!��- R1=QUIRED. I- BOTTOM 1-�LATE5 HCU5INC, THEN .,'RAPPED (9) IN ADDITION TO THE ABOVE, FIXTURES OR OTHER EQUIPh--AT WEIGHING MORE TI4AN "_'0" L-__ DATE AROUND FIXTUr2E HANGING BUT l_E55 THAN HAN 5r7« SHALL HAVE TWO 012 GA. WIRES FROM 'THE HOUSING TO THE 574UCTURE 9-Z0-D3 CABLE MIN. 4 TIMES. -f5c7VE OR TO 0 HER HANGER WIRES. THESE WIRES SECURE G. GORNEeS CROSS RUNN R MAIN Rur1NER MAY BE SLACK FIXTURES 7R OTHER l_ _ -I3-04 NOT CONTAINING T-BAR CLIPS. EQUIPMENT WEIG)- 1NG IN EXCESS OF 56" SHALL BE INDEPENDENTLY SUPPORTED WITH «12 GA. WIRE; AT EACH L-OFa-4ER TO THE 5TRUCTURF ABOVE. PENDANT HUNG FIXTURE,& SHALL E3= 5510N P05T INDE:PENDENTL Y SUPPORTED WITH A MINIMUM OF ONE 09 GA. WIRE. T_______�IC:AL_�f2ACiNC� GONN�-CTlON (� MAXIMUM LOAD - 354 L55. CAPITOL TESTS - 19"16 H15 REQUIREMFN r 5ATISFIE 5 AR' . E 410-15(c) OF THE NATIONAL ELEC7RIGAL CODE. i LATERAL. 15R,40 INCA Rrmosas MOUNTED SICTION: I.ATERAL BRACING 'SHEET ®r FOR SUSPIN050 051 L 1N�5 LIGHT FIXTURE SFOR suspuNmum CEILMING ENLARGED KITCHENETTE PLAN N T.S I" N.T.S. SCALE. NONE � SCALE: 3/8 = V-0' n11NvTEn1AN 7555 SSV HERNIOSO WAY BUP2003-00681 Sof 25 10 N01-ICE- IF THE PRINT OR TYPE ON ANY (t°(1�!I Tl I I I I I I I I I I I I I I I I I 1 I 1 I Jill I! I I 1111 I ! !1' IZJ f. . IMAGE IS NOT AS CLEAR AS THIS NOTICE, `�..J— 1 I -_ 1 --- --- 4 - a)l _AUL -- i l� l- im-, IT IS DUE TO THE QUALITY OF THE _ -:... No.36 ,"""' �, , ORIGINAL DOCUMENT E 6Z 8Z GZ e1Z 1 Z fiZ EZ + Z I tZ OZ 61I 8i GI 8T 9I ibi< sl> ZI it �i I I6 B �11. II IIIIIIII�IIILIII! III 11 i I 11I I II ►� 1 IIIIIIIIIIII11 1111111111IIII�III� Illlllll�ll1J111« ll.�Il.1.u.�lllL�lull�l ►1� 0 L4 `L- 1.0 LLE (P r >� z m WINDOW SCHmDULms Q w %5 -,gL�00� TYPES U CGLAZMGi IQEMAP" - -- - - MARK - QNTY. WIDTH HEIGHT MATERIAL COLOR MATERIAL FINISH COLOR HAI<.DWARE ---- A 22 3'-3' 4'-6' I' 1N5UL. CLEAR/ VINYL FAC. WHITE F- e CLEAR CLEARI LU it) 2 3'-3' 2'-F,' 1' INSUL. CLEAR VINYL FAC. WHITE --t— --- G I 6'-0' 3'-@' 1' INSUL. CLEAR ALUM. FAC. MILL rla.✓< (�Y (3) HINGES � TRACK tu STOREFRONT TO BE: U.S. ALUMINUM 6ERIE5 IT451 2'x4 1/2' THERMAL FLUSH GLAZING SY:�TEM, z 0 V15TAWALL HP115 THERMAL WALL 5Y5TEM, OR APPROVED. T ALL GLAZING SHALL BE lL'EATHERSTRIFRED. ALL WINDOWS SHALL BE TIGHT FITTING. PROVIDE A WEATHER TIGHT SEAL AROUND Q ALL WINDOWS. 0 PROFF }� N<�RROW STYLE NO 1 NfF Sf� C FUBN VP 1/2 LITE STOREFRONT 19105PF- / 3'-3' 3'-3' L OR ON 9ti/ �qY 15 DOOR SCS" BOUL.E --- — -- I' Expires:6-30-04( POOR �,q FMIBN NAI�GUrti4R! f N 9 DOOR _ _--- UL FIRE DOOR No. --- RE"MAWCB � � DIMEN51ON5 CORE: MATE=RIAL FINISH RATM TYPC'E MATERIA N15H! HARDWARE OTHER ALUM/ ALUMI 1' 01 (2) 3' @' x 1'-G,' GLASS GLASS BRONZE p ALUM BRONZE 9 T T— T 02 3'-0' x 7-0' UM/ ALUM/ BRONZE p ALUM BRONZE GL.455 GLASS 9 03 3'-O' x, 6'-8' x 1 3/4' SOLID Woo PAINT q TIMELY" BRONZE 1 � N M 04 3'-0' x (o'-8' x 13/4' 50L)D WOOL STAIN q TIMELY BRONZE I -- O a 05 (2) 2'-6' x 6'-8' x 1 3/4' SOLID U•IOOJ STAIN q TIMELY BRONZE 10 D6 (2) 2'-6' x 1118' x ! 3/4' SOLID WOOD STAIN q TIMELY BRONZE 10 01 3'-0' x Co'-8' x 13/4' SOLID WOOD ST41N A TIMELY BRONZE 3 w J1 61011111111olDow arill"'folorm5 08 3'-.0' x 6'-8' x 1 3/4' SOLID 111COD STAIN A TIMELY BRONZE 3 SCALE. 1/4' = I'-0' ~` C4 00 -1B x 13/4' SOLID WOOD STAIN q TIMELY BRONZE 1(Q -0' x (o'-8�' x 1x 1 3/4' SOLID HM F-,"INT q + 1;`1 PAINT 5 cn 11 3'-@' x ib'-8' x 13/4' SOLID WOOD STAIN q TIMELY BRONZE 2 _ i,- L� 21 (2) 3'-0' x 1'-D' GLASS GLASS BRONZE D ALUM BRONZE 9 C\1 22 3'-0' x 6'-8' x 1 3/4' SOLID WOOD STAIN ,A TIMELY FAC 2 23 3'-0' x to'-8' x 13/4' SOLID WOOD STAIN A TIMI--LY FAC - I n A_ �' r 2A: 3'•-CD' x l'-@' x 1 3/4' SOLID WOOD FAINT ,q TIMELY BRONZE 3 I IVES r 25 3'-0' x 1'-0' x 13/4' SOLID WOOD PAINT ,G, TIMELY BRONZE 3 P PEMKO BAR SARGENT 26 3'-0' x l'-0' x 1 3/4' SOLID WOOD PAINT A TIfiELY BRONZE 1 BCH 5CHLAGE LOCK COMPANY I T STANLEY HA 2-1 3'-0' x 1'-0' x 13/4' SOLID WOOD PAINT ,A TII"IELY BRONZE 4 STE STEELGRAI=T�WARE T ice_ 4 T _ ER 28 3'-0' x i'-@' x 13/4' 50LID WOOD PAINT A TIMELY BRON7_E 2 Dj DON JO EQ 2-36' DOORS EQ HARDWARE- GROUP?, FINISH MANUFACT. 1. 3 EA BUTTS Fr35119 45x4.5 652 5T MAIN LEVEL I EA LOGK5ET AL53PD SAT 626 BCH I EA WALL5TOP 401'/2 630 1 2. 3 EA BUTTS 4.5x45 652 ET I EA LOGKSET AL53PD SAT 626 BCH 1 EA CLOSER 1231 @ EN BAR 3. 3 EA 5UTT5 FBE3119 45x4.5 652 5T - I EA PRVCY L9496 064 XLII-885 626 BCH i EA CLOSER 1231 0 EN I EA WALL STOP 40-11/2 630 I I r R + 4 B 652 5T II EA LC CKSETBgAL53PD xSAT 626 BCH T 1 EA CLOSER 1231 0 EN ---- -- -" BAR � I EA THRESHOLD 212A 36IN ALUM P I — I EA DOOR F-OTTOM 3452GP 36EQ 2-36' DOORS EQ IN ALUM P 1 1 SET GASKET P5014 I1FT BLACK. STE -3,_4, IV-4' _.... . _� -- _ 5. 3 EA BUTTS FB3119 4.5x4.5 652 5T I I EA LOC-K5ET AL53PD SAT 626 BCH I EA CL05ER 12.31 0 EN BAR 13Er .:iA5K.ET P5014 BLACK STE LOUDER LEVEL 1 EA THRESHOLD 2124 481N ALUM P N I EA DOOR BOTTOM 3452GP 36IN ALUM P STOR!:-FRONT TO BE. U.S. ALUMINUM SERIES IT451 2'x4 1/2' THERMAL FLUSH GLAZING SYSTEM, ii- ViBTAWALL HPI-15 THERMAL WALL SYSTEM, OR APPROVED. O 6. 3 EA BUTTS F55119 4.5x4.5 652 5T LL EA WALLSTOP 4011/2 5 BAT 630 1 STORSPRONT CuLaM/ATIONS 1. 3 EA BUTTS F55119 4.5x4.5 652 BT SCALE: 1/4' 1'-0' p m I EA LOCK5ET AL53PD SAT 626 BCH J U () (n I I I. ALL DOORS 1'0 HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT I EA CLOSER 1231 0 EN BAR '-3 GRASPING, DOOR BUTTON AV 36IN ALUM P (� GRASPING, PINCHING, OR TWISTING TO OPER,41 E. THE FORCE REQUIRED t0 ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR I EA FLOOR STOP 21 21192 ALUM I �I> Lll r DOORS SHALL BE NO GREATER TI--IAN 5 POUND:; OF FORGE. Wl.) 8. 3 EA BUTTS FBB119 4.5x4.5 652 5T N I EA LOGKSET .1L531'D SAT 626 BCH � (� f I EA CLOSER 1231 0 EN BAR Q —'— IEA WALLSTOP 4011/2 630 I 11) 0) I EADOOR BOTTOM 211AV 3(o IN ALUM P tl! 4 AI.L MANUFACTUREM DOCKS AND WINDOl:,S AT OFFICE ARE TO BE CERTIFIED ACCORDING TO ASTM E283 FOR 091 CFM PER FOOT B. 07 SET PIVOT HINGES I OF SASH C ,ACK AND 11 CFM PER FOOT OF DOOR CRACK PUSH/PULL BARS _ CONCEALED CLO5�.-,,-� W/ADJUSTABLE O'-1ENING t PRE55URE —�! WEATHERSTRIPPING Fc?3-20--03THRESHOLD DATE STRIKE _d4 Is t CYLINDER T-TURN 10, 6 EA BUTTS 3029 4.5x4.5 652 B I 4 EA PUSH PLATE 8200 261.E 1 4 EA KICK PLATE 6x34 SATIN NICKEL SHEET MINIJEMAN 7555 HERNIOSO NVAN' y 11UP2003-00681 hof 25 OF i. - ---- - I - - - - - � I � l-1--1_I-._I—� � L_I_-i--_ -_ 1__-- -. --- ----- - - -�-I i_I iI-i I II-iI_� I�_III__i_I_iI_i I I iI � I I VISI I I I ► li I LII� I I I I I iI 1iI 1i I I iI lI 'l II' I iI1I, I I� - .1_� NOTICEIF THE PRINT OR TYPE ON ANY ' pill IIII11I I I III Jill � I iI I IIII IiIiIiI II1 �1II IiilIlI�II1 IIMAGE IS NOT AS CLEAR AS THIS NOTICE, � I1I0 � Y , IT IS DUE TO THE QUALITY OF THE Na 38 ORIGINAL DOCUMENT - S S((Z 8�Z t1g, iZOZt 81 LT 9t 9ibIII�IIIIIIII �'� II� I I I� � ��t1lil�� I � 111111111111,11111,, I�� 1�1�� I��IIII�I ! � ! � It SII �I��I��IIIIII�IIIIIIIII�IIII�IIIIII I ►Il�l�llll�lllllllll�lllllllll�lil�lllllllilll� IIII I111111111111�1W�llll�lJll�Jll,.11l W.1ll�J111. 11�I1111INlll U4 ROOM PINISHES ROOM AccaftIORIrms FINISH MATERIAIM LusexaND Ul 61 ROOM Tz NO. 0E660FUE6 () NAME AC- ___._ _ _ A55REV, MATERIAL A155REV, MATERIA4. (j) TYPE k PORGELIAN CERAMIC, SLIP RESISTANT C:0tFEFMNCE ROOM WHITE BOARD ul ---------------- TYPE 2; GLAZED CERAMIC:, SLIP RESISTANT, ONE FIELD COLOR TWO ACCENT COLORS. AWT ACOUSTICAL WALL TREATMENT PAINT SYSTEM C) TYPE 3. GLAZED CERAMIC, GLOSS FINISH, ONE FIELD C-%' OR CONC. CONCRETE Rf3 RUBBER BASE AND TWO ACCENT COLORS. UJI st COLORED GROUT CMU CONCRETE MASONRY UNIT RF RESILIENT FLOORING (a \-- AL9 T F "Ll T I PN 04 FLOOR MOUNTED C;fz1T CARPET SAT &L15FENDED ACOUSTICAL TILE C4 Lb SUSPENDED ACOUSTICAL. CEDING: FLOOR GRID MANUFACTURERS; DUNS, USG, OR AUTHORIZED SUBSTITUTE FINISH MATERIAL SHEET METAL CT CERAMIC TILE SEAL 5EALER/HARDENER PANEL AND DOOR FACES - 20 GAUGE CEILING TILE MANUFACTURERS: ARMSTRONG, USG OR AUTHORIZED SUBSTITUTE. PILASTER FACE 16 GAUGE DF DEMOUNTABLE PARTITIONS SS 5TAINLE55 STEEL REINFORCEMENT 12 GAUGE T`r-F-E 1; REGULAR WHITE, 5/8' THICK MINERAL COMPOSITION, 15% TM LIGHT FINISH; PH05PHATIZING TREAENTt PRIME COAT AND TWO FINISH COATS, (E) EXISTING WI--) WOOD ib PRoFSf REFLECTANCE, NRG RANGE OF 0-50 TO OloO, C5TC RANGE OF 4 GRID. BAKED ENAMEL OF MANUFACTURERS STANDARD COLORS. ---- -- -----. I I N T'` FE 2: 6ECONC� LOOK, 15/5' THICK MINERAL COMPOSITION, 15% LIGHT EM ENTRY MAT LLIM WIRE MESH 105PE REFLECTANCE, NRC RANGE OF 0.50 TO OfoO, C5TC RANGE OF 4 GRID. RE51LIF TOILET AND JDATP ACCE65CRIES: EXP. EXPOSED STRUCTURE U)Rr-zWB WATER RE515TANT GYPSUM WALL BOARD OREGON HOMOGENEOUS SHEET VINYL WITH NON-FIBROUS BACKING. 50BRICK OR AUTHORIZED 6IJ55TITUTE FAC FACTORY FIN15H WW WINDOW WALL As . E x p ires:6-30-04 GLAZING GWB GYPSUM WALL BOARD TYPE 1: GRAPHIC PATTERN, LEVEL LOOPi TUFTED CONSTRUCTION AND SOLUTION DYED. FACE WEIGHT. 30 OUNCES. MTL METAL TYPE 2: WALK-OFF ENTRY CARPET I C'\j [34 MANUFACTURERS: ROPPE, MERCER, FLEXCO OR APPROVED EQUAL. (0-) RF=-I: 4' RU55ER BASE R5-2-- Co' RU55ER BASE PLASTIC L4"INATE: A MANUFACTURERS: FORMICA, WILBONART, NEvAMAR OR APPROVED EQUAL- ROOM SCHNOULN INTERI!2�� _p 2� AINTjN!:5r- F-!: SEMI-GLOSS ROOM FLOOR BASE NORTH WALL WEST WALL SOUTH WALL EAST WALL CEILINGG No. REMAR" c\j NAME MAT. FIN. MAT. FIN, MAT. FIN. MAT. FIN, MAT. FIN, MAT. FIN, MAT. FIN. PT. P-2: EGGSHELL FINISH, SATIN CPT SAT/ =01 LOE35-Y' GONG, TY R5 RB-I GWB P-2 GW5/GL P-2/FAC GW5 P-2 GW15 P-2 PAC cil-06 ALL AREAE TO GIVEN TWO COATS OF PAINT. PE I TYPE-I CPT SAT/ F 1-0-21 OFFICE GONG, TYPE I R5 R15-1 GWF3 P-2 GW5 P-2 GWB P-2 GWB P-2/FAC CRT TYPE-1 FAC PRE-PREE5 CONC TYPE I R.15 RB-I GL/GUSAT/B P-2 GL/GuE P-2 GL/GWB P-2/FAC GWB P-2 TYPE-I FAC e.-Ov - F-10-4CPT 71 PRE55 ROOM CONC TYPE I R5 RB-1 GWB P-2 GWB P-2 GWL�� P-2 GWB P-2 SAT/ FAC TYPE-2 =05 MEN'S CONC RF RB-2 R5 GW5 P-1 WR:Gw5 P-I C311115 P-1 WF;4GW5 P-1 GWB GWB WOMEN'S CONC RF RB R5-2 WRGWIB P-1 WRGWB P-I WRGW5 F-I WR3Wl5 P-1 GLIB GWB 81-01 P. LAM WAINSCOT TO 4'-0' AFF ON ALL WALLS SAT/ P. LAM WAINSCOT TO 4'-0* AFF =011 KITCHENETTE CONC RF R13-1 GWB P-I GWB P-1 GWB P-1 C-ae P-1 FAC 81-01 TYPE-1 ON ALL WALLS 5AT/ T I FI-08-1 STORAGE R5 R5-1 GWI5 F-2 GW15 P-2 GWB P-2 GWB P--2FAG TYPE-I SAT/ F10 SHIPPING GONG, Fs RB-1 GWI5 P-2 ..awe P-2 GWB P-2 TYPE-1 FAG 9I-01 AT/ F-I-10- BINDING AREA co:)Nc RF Re R5-1 GWB P-2 GUB P-2 GWB P-2 GWB P-22- TYPE-I FAC 9'-0. JANITOR CONC RF R5 plaa-I GWB P-2 GW5 Gws SAT/ P-2 GWB 10-2 FAG .31 CPT- ------------ ---- — .-- I TYPE-I c -01 [fO�lj 1-01515Y WOOD TYPE I R5 R5. t GWB F-2 GW5 GWB P-2 GW5 P-2 SAT/ FAC w-01 —- --- — I TYPE-I =20-, CORRIDOR (LIC)OD CPT- R5 R5-1 GWB F-2 SAT/ V-0. TYPE I GW5 P-2 GWB P-1 GW5 P-2 FAC CRT- Typ;i-I 2=03 GENERAL OFFICE WOOD R5 R5-1 Gwe R-2 SAT/ TYPE I GW5 7-1-2 GWB P-2 GWB P-2 FAC FT- TYPE-I--- E0 4] GENERAL OFFICE TC(PE I R5 R13-1 GW5 P-2 GWB F-2 GW5P-2 GW15 SAT/ FA(- TYPE,-I 2 0=5 MEN-5 WOOD RF R5 RB-2 WRnW15 P-I WRGW5 GW5 P-I WR311115 P-1 GW5 F'-I 8,-0. P. LAM WAINSCOT TO 4'-0' AFF I ON ALL WALLS E2 706] WOMEN-5 WOOD RF RIB R3-2 P-1 WRGW5 P-1 WRGW5 F-! WRGWB P-1 GWP P. LAM WAlN5r-0T TO 4',O' AFF -- - - ON ALL WALLS RU55ER-- 7�2�01 STAIRS WOOD GPT-1 GWB F-2 GWB FAG GW15 PAC GWB FAC GWB P-2 VARIES RF RB-1 P-2 JANITOR WOOD Ra U RGW5 GW15 P-2 GW15 P-2 GW5 P-2 GWB P-2 VARIES GWB GWB P-2 GWB P-2 GWB F-2 SAT/ FAC VARIES STAIRS WOOD RUBBER P-2 CPT- TYPE-I [73:i01 1 OFFICE WOOD TYPE I R5 R5-1 GWI5 P-2 GWB P-2 GWB P-2 GWB FD-2 GWB P-2 LL 0) Z. Ln C)/,TE 13-20-03 2-03-04 NIINLI'I'EMAN 7555 SW HERNIOSO NVAN' BlIP2003-00681 7of25 11 11 Jill 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, NOTICE- IF THE PRINT OR TYPE ON ANY IT IS DUF TO THE QUALITY OF THE No 36 - - - - : f - �611 9 Lim 9 9�1 2 III Illlllill�llilfllil�Illllllllllllllllll�Illi�lllllllll�ll�lllllllll�lllLid I ORIGINAL DOCUMENT ull 6 111h t111111TT 24X KEYNOTES: W (KEYNOTE NUMBERING CORRE5PONDS WITH ENGINEERING CALCULATIONS) - - ------ -0 A301 ANCHOR BOLTS 24' O.C. W/ STD. HOOK (MIN. 6' EMBEDMENT) OD GENERAL NOTES AND CIE51GIN Ce,-NDITION5 12LL- '-b 13116' 21-01 181-01 5 -4 3116' 21-04 21-0& uj L L 02 DOWER ROOF RAFTERS (p 0 0 3/161 131-6 13/1(01 20'-4* L 6' CONCRETE RETAINING WALL ROOF RAFTER; 13 d) k5 0 (:�� 11 1/8' TJI PRO 550 ul WITH 05 6 i2' O.C. EArH WAY WITH 24' WIDE x 12' DEEP GONG. 15' WIDE x 12' DEEP CONCRETE FOOTING W/ 15' WIDE 12' DEEP CONCRETE FOOTING W/ FTG WITH (3) 05 LONG. 4 046 ROOF RAFTER; (NO COLLAR TIE) o a) 05 1w 5' OCLONr_zITUDINAL w CENTER OF FOOTING 05 6 5' O.0 LONGITUDINAL 6 CENTER OF FOOTIN6r—_ 12' O.C. TRAN5VEk5E LVL 1-3/4'x11-1/5 w 24' O.C. (D RIDGE BEAM: 51/s'x2I' GLU-L,4M BEAM \ I I GEN'.'ER COLUMN: 4'x4'x3/16�' T.S. COLUMN fl-A ENE) COLUMN: (3) 2x(o TRIMMER STUDS W1 (2) KING STUDS ul OR (oxa P05T OR 4*x4'x31Iro' T.S. COLJI"N cV 0 RIDGE BEAM: 5 (3) 2xI2 BEAM END COLUMN; &xC-� POST W/COLUMN CAP OR BLOCKING 04 TO PREVENT ROTATION OR (3) 2xro TRIMMER SUDS W/ if L_ L_ 7— _;0. ;_1 1 (2) KING STUDS b RRop 6K (MIN- EMBEDMENT) M 5--4 3/16- 7�- 13 FiCO SECOND FLOOR JOISTS; s Iro' TJI PRC 350 a 24* O.C. USE 5IMP50N MIT 3516 HANGER Q3 1 5PE ci) SECOND FLOOR BEAM: 24' WIDE x 6' CONT. FTG, (b314'xIro5' GLU-LAM F24-V4 BEAM, Fb=2400 WITH W1 (2) 05 CONT. SIMPSON MEG*1 ON WEST SIDE AND HGLTI ON EAST SIDE 0 EGON OF BEAM \ 9 �k1� 4 je 15. `4 24' WIDE x 113' DEEP 10 CONCRETE FOOTINGA 4 SECOND FLOOR BEAM: 61 (o3/4'xI8' (2I_U-LAM F24 V4 BEAM, Fb=2400 WITH Expires:6-30--04 -45 01 HEAR WALL PANELS: SIMPSON MEG1 ON WEST SIDE AND GLT5 ON EAST SIDE 1/2' CDX ONE SIDE W/ v OF BEAM Iced COMMON NAILS 6 4- O . ALL EDGES, 12' O.C. FIELD SECOND FLOOR BEAM: 12' O.C. EACH WAY 5/8*4) ANCHOR BOLTS a 24 O.C. . 0 (b3'14'xIro5' C,.LU-I_,'�M F24-V4 BEAM, Fbz2400 WITH CLEAR FROM BOTTOM 5IMFO50N GLT-1 ON EACH END OF BEAM "IS, 41-S' 41-61 SECOND FLOOR BEAM: CNA 4__ _0 I - (._1-) �o (.Do — 63/4'xI5' GLU-LAM F24-v4 BEAM, Fb=2400 WITH d 5IMFD50N GLTI ON EACH FND OF BEAM 6 1 1,, le 1 cnp. SECOND FLOOR BE c\j D, 51/8'xI5' GLU-LAM F"4-,,,'4 BEAM, Fb=2400 WITr-4 + xr� W SIMPSON GLTr ON EACH END OF E')EAM OCD 4 04 `10 05 SECOND FLOOR BEAM: C4 00 ci 3'/e'xl5' GLU-LAM F24 V4 BEAM, Fb-2400 WITH cn SIMPSON GLT3 ON CNE END OF BEAK' Lo r:- A� III,, 34 I "r -_j Qy 103 SECOND FLOOR I5EAMw CENTER: Crj @0 63/4'x21' GLU-LAM F24-V4 BEAM, Fb=2400 n :rT '_ CENT'.R COL.It-TINI: ro'y,4'x11A' T.S.. . COLUMN WITH SIMPSON 111N. —_ _j - I-OLUt"Tq WITH 4 1 CCO1 COLUMN CAP. WELD TO TOP Or CINI CONTINUOUS 1/4' FILLET WELD c:'10>ex NI 1.^, cn \Gci+�� 10+ �`+�m�� cl N 0 4v-, Owo SECOND FLOOR BEAM 6 CENTER: 6314'-21' GLU-LAM F24-V4 BEAM, Fb=2400 15ON tK CENTER COLUMN: &'x4'xl/4' T.B. COLUMN WITH SIMP, 11l-61 &'-5 1/2' CCO"I COLUMN CAP. WELD TO TOP OF COLUMN L 112 �s WITH CONTINUOUS 1/4' FILLET XELG M 4 x2 Vx V-&' W1 END COLUMN: (4) 2x6 TRIMMER STUDS W1 (2) KING STUDS Z0 05 u fro' O.C. TRANSVERSE (0,-O,xr0,-0,xV-3' W/ 1'-0'x1'-O'xI'-3 PROVIDE BLOCKING OR COLUMN CAP TO PREVENT % 912, O.C. EACI,I WAY ROTATION OR (o'x4'xI14' T.5. COLUMN W/ ECCOI (5) Oro 6 6' O.C. LONGITUDINAL "15 6 12' O.C. EACH WAY 02' E -ON 3' FROM TOFm 3' CLEAR FROM BOTTOM 3' CLEAR FROM 50TTOM 21-01 COLUMN CAP 11-01, 1 15 SECOND FLOOR JOISTS: 16' TJI PRO 350 6 24' O.C. USE 5IMP50N MIT 3516co 4' 0-. HANGER WITH 4-1(od 19 TOP 4 2-16d 1w FACE. 4 ^ BEAM BENEATH DORMER WALLS: A 31/9'x15' GLU-LAM F24-V4 BEAM, Fbm2400 WI'L4 SIMPSON Gl_T3 ON ONE END OF BEAM ( SECOND FLOOR J0151 5:Dri lro* TJI PRO 350 a 24' O.C. USE SIMPSON MIT 3516 HANGER_ MAIN r-LCOR J015TS: Iro' TJ( PRO 350 ID 16' O.C. USE 5IMP50N MIT 3516 HANGER EACH END, MAIN FLOOR 5EAt 1 10 CENTER SPAN: 6314'x2I' GLU-LA"1 F24-V4 BEAM, Fbm2400 r CENTER COLUMN: (o'xro'x114' T.S. COLUMN WITH SIMPSON --------31- CCO1 COLUMN CAP. WELD TO TOP OF COLUMN WITH CONTINUOUS 1/4* FILLET WFLID ElOXX MAIN FLc,_)FZ BEAM w END 51`-'AN: 63/4"x2l' GLL.-LAM F24-v4 BEA", Fb=2400 CENTER COLUt-IN: (o'x( 'xl/4' T.S. COLUMN WITH 5IMP50N CC01 COLUMN CAP. WELD TO TOP OF COLUMN WITH CONTINUOU51/4' r-ILLET WELD EI0XX (0 rA ENn COLUMN: (o'x4'xI14' T.5. COLUMNdJ/ ECC-01 (0 COLUMN CAP MAIN FLOOR JOISTS BENEATH STAIRCASE: Iro' TJI PRO 350 e 12' O.C. USE SIMPSON MIT 3516 HANGER EACH END. MAIN FLOOR BEAM 1) CENTER SPAN: t1 c�1 63,4'x21' GLU-LA'1 r*24-v4 BEAM, Fb=2400 STAIR COLUMN: 5x5'xI/4' T.5. COLUMN WITH 51MPC-CN z z 5/8'0 A301 ANCHOR BOLTS 481 O.C. W1 STD. 3' HOOK (MIN. W EMBEDMENT) CCO'l COLUMN CAF_ WELD TO TOP OF COLUMN WITH CONTINUOUS 1/4' FILLET WELD EIOXX OR (2) 2x6 Q O Z TRIMMER STUDS W/ (2) KING STUDS 4 BLOCKING TO PREVENT ROTATION. SHEAR WALL: ro SHEAR WALL: OTHER COLUMN: &'x 'xI14' T.5. COLUMN WITH SIMPSON 30, 15/32 CDX SHEATHING ONE 61DE 111 10d NAILS tv 4' O.C. STEEL FRAMES m WINDOWS. BEE IZ�ETAIL 5/510 GCO-1 COLUMN CAP. WELD TO TOP OF COLUMN Wl'rr4 ul L0� IR LVL EDGE AND 6' O.C. FIELD. 2x BLOCKING AT ALL PANEL CONTINUOUS 1/4' FILLET WELD E-10XX 0 FLOOR PLAN EDGES. SHEAR WALL: SCALE: 1/4' = 1'-0' BASEMENT OR RETAINING WALL: SEE MOMENT RESISTING FRAME, DETAIL 21510 (2 0 NORTH 302 SHEAR WALL: FLOOR SHEATHING: 12' WIDE CONCRETE WALL -SEE SECTION ,05& 6EE MOMENT RESISTING FRAME, DETAILS 2156.. 3156, 3/510, 4/510, 4 61510 113/32 ICDXSHEATHING W 10d NAILS 6 4' O.C. 9 BOUNDARY 15/32 CDX SHEATHING ONE SIDE W 10d NAILS 6 3' O.C. 6' O.C. Q PANEL EDGES AND W O.C. FIELD. BLOCKING 24 BASEMENT OR RETAINING WALL: EDGE AND 6' O-C, FIELD. 2x BLOCKING AT ALL PANEL REQUIRED FROM EXTERIOR WALL TO INTERIOR EDGE OF 12' WIDE CONCRETE WALL SEE 5EL;TION A159 EDGES. STAIRWELL OPENING C2� SHEAR WALL: (GABLE END WALL.) 33 SHEAR WALL (MAIN FLOOR): 30 SHEAR W4I_L (MAIN FLCOR): 15/32 C-r.)X SHEATHING ONE 51DE W Od NAlL5 19 (o' O.C. SEE MOMENT R_;=515T�NG FRAME, DETAIL. 1/510 PANEL A: EDGE AND 6' O.C. FIELD. 2>, BLOCKING AT ALL PANEL DATE 15/32 CDX SHEATHING ONE 5VE W 10d NAILS iv AN O.C. EDGES. 9-20-03 C41 CONCRETE-: FOOTING EDGE ANT- 6' O.C. FIL-D. 2x BLOCKING AT ALL F'ANEL 2-03-04 213'x5'>eI5' CONCRE'rE FOOTING W1 (8) % LONGITUDINAL EDGES. 02(b ROOF 5HEVHiNG: 4 05 a 16' O.C. TFP-AN5VER&E. i=LACE REINFORCING '-ANEL 5: I9/32 CDX SHEATHING ONE SIDE W loci NAILS w (o' O.C. 3' FROM TOP OF FOOTING 15/32 CDX5I4EATHflNG ONE SIDE UJ 1,I)d N,41L8 e) 4' O.C. EDGE AND IA" O.C. FIELD, EDGE AND (o' O.C. FIELD. 2x BLOCKING AT ALL PANEL EDGES. PROVIDE 5IMP50N WD8.4 k0Li_-)DOLLN .U/ 1/8'0 201 SHEAR WALL: ANCH(.-r•� BOLTS 4 THREE -iIWO STUD BOLTS THROUGH TWO PANEL A 4 15: 2x 57LJr7)5 15/32 CDX SHEATHING ONE SIDE W IOdNAIL5 tv 4' O.C. PANEL C- EDGE AND ro' O.C. FIELD. 2x BLOCKING AT ALL PANEL SHrEj 15/32 CDX ONE :IDE W !Od NAILS 6 4' O.C. EDGES. NO HOLDDOWN5 REQUIRED. EDGE AND (o' -1-C, FIELD. 2x E3LOCKING AT ALL PANEL FLOOR SHEATHING: EDGES. PROVIDE SIMPSON FHD5-SD53 HOLDDOWN W1 5/8'0 !9/32 GDX SHEATHING W 10d NAILS to 4' O.C. a 13OUNDAR-T ANCHOR BOLTS 4 (14) 5D5I/4x3'LAG P-)CREW5 INTO TWO &' O.C. @ PANEL EDGES AND 6' C,,:, FIELD. BLOCKING SCALE: 2x STUDS REQUIRED FROM EXTERIOR WALL TO INTERIOR GABLE END WALL 0 1 2 3 4 5 10 NIINLI'VEMAN OF: 14 75555 SW IIERNIOSO WAY BtIP!003-00681 8of 25 L16- NOTICE: IF THE PRINT OR TYPE ON ANY T[f]I "i'll[T[Ijv�rpjl If 11 Jill 111 lit -1,1111111111114 11.11I IUf I 1 111 111 111 Ifiqllit-11 11�11111 1 l 11 il jljll IMAGE IS NOT AS CLEAR AS THIS NOTICE, L. 61 IT IS DUE TO THE QUALITY OF THE No 36 lllllillllllll llllllllllllll Illllilll lllllillllllllllll (III IIIA III�I I t1i III I ORIGINAL DOCUMENT u� Jt W 1, Si 1 !I jil'11 KEYNOTE5: (KEYNOTE NUMBERING CORRESPONDS WITH n ENGINEERING CALCULATIONS) �1 / GENERAL NOTES AN;7 DESIGN CONDITIONS (�/ 0) �J Ul i '� Lu r L J DORMER ROOF RAFTERS #-- 0-34 ROC IF RAFTER: II 1/8' TJI PRO 550 2 Lu (� 3B ROOF RAFTER (NO COLLAR TIE) LvL 1-3/4'x11-1/8 0 24' O.G. VI g8 4 RIDGE E3EAM: U 51%'x21' GLU-LAM BEAM LIN CENTER COLUMN: 4'x4'x31'l(o' T.S. COLUMN END COLUMN: ( 3) 2x6 TRIMMER STUDS IU' (2.` KING STUDS Cy OR (ox8 POST OR 4'x4'x3/I(o' T.S GOLUI-TNTIM (V I " r Y Y Y rY•" Y o � Y � �� Y 71m Z 11 _ _ - _ - 1)- Q . 5 RIDGE BEAM: '�` -' (3) 2x12 E .AM t0 l`ti�/ ,A 32 32 ` END COLUMN: 6x6 POST W/COLUMN CAP OR BLOCKING x 518 x12' GLU- AM HE ER 6 2 HEADIIR x -/ (ox12 HEADER 6xI2 H ADER x TO PREVENT ROTATION OR (3) 2x6 TRIMMER STUDS W/ -- - - - -- _ - --- - -_ (2) KING STUDS vJi 0 IT Y ol u SECOND FLOOR JOISTS: EGpNp16 TJI PRO 350 B 24 OZ- USE 51MF5ON MIT 3516 HANGER �. ! 5P 31 I I I I I I I I I ! I I �`�� I II I I 1 � SECOND FLOOR BEAM: � - I I I I (o3/4'xi65' GLU-LAM F24-V4 BEAM, Fb=2400 WITH ' I I I I I ( I I I I I I I I SIMP50N MEG1 ON WEST SIDE AND HGLT1 ON Z:A5T SIDE OR ,0 OF BEAM 9y ��► 15, �9�� `�`/ 0-. rOAjr"� 01) SECOND FLOOR BEAM: WA . S • w6 4 `-LAM 4V4 B=AM, Fb=2400 WITH Lxpires;6-<�C� 30 p�-0 4 SIMP50N -iL G1 CN WEST SIDE AND GLT5 ON EAST SIDE x12 HDR IF OOF BEAM L05PY % \6' 100 `J SECOND FLOOR BEAM: 6314'xl6r' GL U-LAM F24-V4 BEAM, Fb=2400 WITH u1 SIMPSON r-3011 ON EACH END OF BEAM SECOND FLOOR BEAM:IQro3/4'x5GLU-LAM F24-V4 BEAM, Fb=2400 WITH SIMPSON GLT1 ON EACH END OF BEAM Alco SECOND FLOOR BEAM: N LULF24 Fb=''400 WIT5'%'x15' G - ,N ✓4 BEAM,8'-5 I/2' (pSIMPSON GLT5 ON EACH END OF BEAM IQ+,-,\, � 2 I 31/4x12GLU-LAM BEAM � 34'x18GLU-LAM Qk4m I SECOND FLOOR BEAM:631/4' 8' GL -LAM EAM 631/4' GLU-LAM BEA6-'4'x8GLU-LAM BE 2 �3'ie'x15' GLU-LAM F74-v4 BEAM, Fb=24CJWIT; nf31/ '�12' GL -LAM BEAM OR 4 SIMPSON GLT3 ON ONE END OF BEAD" ' 'x18 �2m 691 � 9 J 0 x12 H 13 SECOND FLOOR BEAM e CENTER: CY) 63a'x21' GLU-LAM F24-v4 BEAM, Fb=2400 w G G f C� O I I I I I I I I I I I I I III I I I I I CENTER COLUMN: io'x4'xl/4' T.S. COLUMN WITH 51MP6ON CC01 COLUMN GAP, WELD TO TOP OF COLUMN WITH I 71 1 1 1 I CONTINUOUS 1/4' FILLET WELL E10Xx N I I I I 11 I III 14 SECOND FLCOR BEAM o GEN-'ER: I 0�• 63/4'x21' r.I_U-LAM F24-V4 BEAM, Fb=2400 I CENTER COLUI'tN: (o'x4'xl/4' T.S. COLUMN WITH SIMP,50N 0(/' I CC01 COLUMN CAP. ' JELD TC TOP OF r•OLUMN I - WITH CONTINUOUS 1,4 FILLET WELD END COLUMN: (4) 2x6 TRIMMER STUDS W/ (2) KING STUDS { I I I 1 I I ( ( I _� I 11 I III '� �,✓ ( 1 JO pU � I I PROVIDE BLOCKING OR COLUMN GAP TO PREVENT \9 • O, ! II 111 ( �Q��,{ �a OQ� ROTATION OR 6'x4'xlid' T.S. COLUMN W/ EGC01 COLUMN CAP 0 42\0 Ooh ��0 15 SECOND FLOOR JOISTS: ! 35 J I I w ,�41 �\I ��\ 16" TJ1 PRO� HANGER WITH 5016d a 1w 24' TOP 4 2-16d o5 FACEON . 3516 ,4 / Q ' I \w I SEAM BENEATH DORMER WALL5•& o p 3 e xI5 C:LU-LAM F24-V4 BEAM, Fb-2 400 WITH 51MP3ON GLT3 ON ONE END OF BEAM ! a I 1 I J1 SECOND FLOOR JOIST,,. IES TJI PRO 350 ig 24 O.G. USE SIMP50N MIT 3516 HANGER I I I I I I I I I I I ( II I I I I I ( I 18 ro' JF PRO 350LOOR 5im 6' O.C. USE SIMP60N MIT 351(o III ( III HANGER EACH END. 4 _4 ------ -`-I - _- 19 MAIN FLOOR BEAM a CENTER SPAN. 6314'xib GLU-LAM F24-V4 E3EAM, Fb=2400 -'- -- - CENTER COLUMN: H'x6'rl/4' T.S. COLUMN WITH 5IMP5ON CC01 COLUMN CAP. WELD TO TOP OF COL JMN WITH 1/8'-5 1//2' 3®'-r9' CONTINUOUS 1/4' FILLET WELD E10XX I _ - _ �______ - `t I cry ) MAIN FLOOR SEAM 0 END SPAN: (n31/4'xk' GLU-LAM F24-V4 BEAM, Fb=2400 ---- ----- ---- -.- ------- - - -- -- - - - �� in - 4 CENTER COLUMN: (o'x6'xL'4' T.S. COLUMN WITH SIMPSON L [� -I -- _ r CC01 COLUMN CAP. WELD TO TOE' OF COLUMN WITH CONTINUOUS 1/4' FILLET WELD E10XX _K/ OLUMN GAP 15' WIDE x 12' DEEP' CONCRETE FOOTING W/ C g L COLUMN: h'x4'xl/4' T.S. COLUMN W/ EGG01 05 5' O.CLONGITUDINAL. 9 CENTER OF FCOTI G CO 021 MAIN FLOOR JOIeTS BENEATH STAIRCASE: 16' TJI PRO 350 9 12' O.C. USE SIMPSON MIT 3516 /, P4NGER EACH END. IL l L2 MAIN FLOOR BEAM o CENTER SPAN. U - - ------------- 301-01 2'-01 161-01 2 -0030'-0' "`--- 6 1/4xo GLU-LAM F24-V4 BEAM, Fb-2.400 l� d cv r:-_ -_-.-- -_-- _-_-,-_—� _ -.._ - _—�� - _ -•__-- STAIR COLUMN: 5'x5'x1/4' T.S. COLUMN WITH SIMP50N 71 r Cr-01 COLUMN CAP. WELD TO TOP OF COLUMN WITH 80 _mCONTINUOUS 1/4' FILLET WELD E10XX OR (2) 2x6 TRIMMER STUDS W/ l2> KING STUDS t BLOCKING TO - O PREVENT ROTATION. f v 31� SHEAR WALL: SHEAR WALL: OTHER COLUMN: (o'x6'xl/4' T,S. COLUMN WITH SIMPSON l(1 15/32 CDX SHEAT4NG ONE 51DE W 106 NAILS 0 4' O.C. STEEL FRAMES m WINDOWS. SEE DETAIL 5/510 CCOI COLUMN CAP. WELD TO TOP OF COLUMN WITH ul 1 1- 7106 EDGE AND (o' O.C- FIELD. 2x BLOCKING AT ALL PANEL CONTINUOUS 1/4' FILLET WELD E10XX U EDGES. Cil 51-TEAR WALL- :3 - ~ SEE MOMENT RESISTING FRAME, DETAIL 2/510 23 BASEMENT OR RETAINING WALL: AIN LN\/M. FRAMING PLAN 32 SEE MOMENT RESISTING FRAME DETAILS 2/66 3/56 3/610 4/510 4 6/510 5HEAR WALL: FLOOR X SHEATATH H( g � � 12' WIDE CONCRETE WALL SEE SECTION Ai68 19/32 GDx SHEATHING NG W I0d NAILS 4 O.C. BOUNDARY �t � ('• 5CAL�%4' = 1'-0' 15/32 CDX SHEATHING ONE SIDE W 10d NAILS m 3' O.G. W O.C. 6 PANEL EDGES AND 6' O.C. FIELD. BLOCKING 24 BASEMENT OR RETAINING WALL: u� a) - to EDGE AND 6' O.C. FIELD. 2x BLOCKING AT ALL PANEL REQUIRED FROM EXTERIOR WALL TO INTERIOR EDGE OF 12 WIDE CCN'CRETE WALL SEE SECTIO'' 4/59 NORTH EDGES. 5TAIRL'ELL OPENING -025 SHEAR WALL: (GABLE END WALL) 33 SHEAR WALL ('MAIN FLOOR): 3O SHEAR WALL (MAIN FLOOR): 15/32 CDX SHEATHING ONE SIDE W Sd NAILS 9 (o' O.G. SEE I IOMENT RE515TING FRAME, DETAIL 1/510 PANEL A: EDGE AND 6' O.c_ FIELD. 2x BLOCKING AT ALL PANEL DATE 15/32 CDX F-HEATHING ONE SIDE W 10d NAILS a 4' O.C. EDGES. 9-20-03 I �34 CONCRETE FOOTING EDGE AND (o' O.C. FIELD. 2x BI-OCKING AT ALL PANEL 2-03-04 �-- 28'x5'xl5' GONGFR.ETE FOOTING W/ (8) % LONGITUDINAL EDGES. 26 ROOF SHEATHING: 4 05 w 16' O.G. TRANSVERSE. PLACE REINFORCING PANEL 5: 19/32 CDX SHEATHING ONE SIDE W 10,H NAILS 10 (o' 0.c:. 3' FROr I TCP OF FOOTING 15/32 CDX SHEATHING ONE SIME W 106 NAILS m 4' O.G. ED,1E AND 12' U.C. FIE'-D. EDGE AND o' O.G. FIELD 2x BLOCKIIaG AT' ALL PANEL / EDGES. PROVIG2 b)h'rP80N HDOA HOLDDOWN W/ 1/8'0 SHEAR WALL: ANCHOR BOLTS 4 THREE 1/84, STUD BOLTS THROUGH TWO PANEL A t B: All 2x STUDS 15/32 CDX SHEATHING ONE SIDE W IOd NAILS IT 4' 0.C. PANEL EDGE AND 6' O.G. FIELD 2x BLOCKING AT ALL PANEL 15/32 CDX SHEATHING ONE SIDE W 10d NAILS 0 4' O.G. EDGES. NO HOl_DDOWNS REQUIRED, SHr_F r EDGE AND 6' O.C. FIELD. 2x BLOCKING AT ALL PANEL FLOOR SHEATHING: EDGES. PROVICE ESIMPSON PHDt�-SD53 HOLDDOWN W/ 5/8'0 19/32 CDX 5HE,4THING t" 10d NAILS a 4' O.C. m BOUND"R1' ANCHOR BOLTS 4 (14) 9D511/4x:3'LAG SCREWS INTO TWO (o' O.C. 6) PANEL EDGES AND 6' O.C. FIELD. BLOCKINS SCALE: 2x STUDS REQUIRED FROM EXTERIOR WALL TO INTERIOR GABLE END WALL 0 1 2 3 4 5 Ira 1 MINUTEMAN I4 ` 7555 SW IIERNIOSO WAN' BUP2003-00681 qof 25 NOTICE. IFTHE PRINT ORTYPE ONANY 7111111 IIII ILI�IIIIII!_III�-I �Illllll IIII I 1111111 !(IIII!'IItIIII 1111111 IIIItIIIIIIIIII 1111 !11 III� III I� Iflll Ill �tll III�I �I IIIII� II-I � I�I I (I�OIIIA � IIIII II11� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I ! I t I ,+a- I ' J., I I - � _l .1 ate. IT IS DUE TO THE QUALITY OF THE No ae D°� = Z ��I��1Z ORIGINAL DOCUMENT � £ 6Z B�Z LTTZ � £ Z IZ Z 8I 8T T 9T �9I idT I £I tii Ti i 6 8 G 9 9 4 £ L i�ri�N I►I�� ► ��!��►►�� I��I�I�1��►III��11�� 1 ►� ��►� I�I � �► � � I�� II►�OG llI► �III►II�►II►I�I�I�I��II IIII►I II III ►IIrI►I I I ii III I 1_1 I�I I Illillll11111 IIIIIIII�IIII�I►11111►Ill►Ilillll►.I I ► ► III 1 j ,IIIIIII 111ll��11I1111111IlIl�1llL.W��L�1�1111ll�IIII�NII KEYNOTES: (KEYNOTE: NUM5ERING CORRESPONDS WITH ENGINEERING CALCULATIONS) � � `� 'sENER,4L NOTES AND DESIGN CONDITIONS I �i- 1 .I r a L J U.t DOWER ROOF RAFTERS L � z IV 30A ROOF RAFTER: -t- 11 1/8' TJI PRC 550 -L w -- ------__---- -------------.______... ----------_--- -------------_._._.____.V� _ -� 8m -� ---___._�-_ .___..�--_-__- -_� ----_-__-- --_ -_-_ �3� ROOF RAFTER: (NO COLLAR TIE) r f1 Q LVL 1-3/4'x11-1/8 w 24' O.C. d) Q C4) •4 RIDGE BEAM: 5'%'x21' GL U-LAM BEAM Ul m ---- --------� — _-- --- -�---- - —�• - CENTER COLUMN: 4'x4'x3/16' T.S. COLUMN M \J�` END COLUt-TN: (3) 2x6 TRIMMER STUDS W/ (2) KING STUDS C4 g� tT I OR 6x8 POST JR 4'x4'x3/16' T.S. COLUMN CV l yl Z — RIDGE BEAM: �- ,y+`° (3) 2x12 BEAM 3003m 3m 3O END COLUMN: 6x6 POST W/COLUMN CAP OR BLOCKING roxl2 HEADER 6x12 HEADER 6x12 HEADER 6x12 H AIDER 6x1 HE ER TO PREVENT ROTATION OR (3) 2x6 TRIMMER STUDS W/ (2) KING STUDS (� SECOND FLOOR JOISTS: D PROF��,¢� FTs, QWj E I 16' TJI PRO 350 G 24' 0.(--. USE SIMPSON MIT 3516 r-ANGEI NR. �`� �,N' Er 21 u W -i SECOND FLOOR BEAM: ¢ 1 05P Oy I ( I I II I mI m1 I ml 1 I I -' 6314'x165' GLU-LAM F24-V4 BEAM, Fb=2400 WITH C, !� 31MP5ON MEG1 ON WEST SIDE AND HGLTi ON EAST 51DE o RF ON OF BEAM 9� Vq?, W lh _X l'I I Q I SECOND FLOOR BEAM: A. SC J a QOL I inx inx �- I 63/4'x18' G' U-LAM F'4-v4 BEAM, Fb=2400 WITH 0 II iI (I II II II II 1 1 �•ct0 +r1 . Expires:6-30-04 WEST 51DE TO BEAR ON WALLm x SIMPSON csLTS ON EASTSIDE. 1� 0G SHIM A5 REQUIRED. PROVIDE MIN. (I) STUD BENEATH BEAM�I gTS w ��ORJOIteTO WINDOW HEADER ul S 6TSI 5ECCND FLOOR BEAM: 6.114'x16.5' GLU-LAM F24-V4 BE^"1, Fb=2400 WITH F+IMFSON GLTi ON EACH END 0- BEAM CV O12 P m SECOND FLOOR BEAM: � Mm O 4 xV , = i� �. v. SIMP60N GLTI ON EACH END OF BEAMW "-T SECOND FL DOR BEAD FhG(j0 I 5'/B'x5' GLU LAM F2.4-1,,4 BEAM, Fb=2400 WITH ,. d Cz v) 44. 6S�IMPSON GLT5 ON EAST SIDE. WE ST SIDE TO BEAR ON WAL L 14 �ia'x22lii' GL -LABEAM 13 SHIM A5 REQUIRED. PROVIDE MIN. (i) STUD BENEATH BEAM 6..A.x4' 21%' U-LA BE� 4zax - 1 OWr�w4 0`►-n0 TO WINDOW 0FADERcn 12 SECOND FLOOR BEAKI: � cn ci^qO3iBx15GLU-LAM F24-v4 BEAM, Fb=24DD WITH cn SIMPSON GLT3 ON ONE END OF BEAM ✓JO F�-ODJOIm SECOND FLOOR BEAM 0 CENTER: 3,'x21' GLU-LAM F24-V4 BEAM, Fb=240L� c CENTER COLUMN: 6'x4'xl/4' TS. COLUMN WITH 5IMP50N KN% GL.Oi COLUMN CAP, WELD TO TOP OF COLUMN WITH 963/4'x165' GLU•LAM SEAM CGNTINUOJS 1/4' FILLE' WELD E10XX Iv SECOND FLOOR BEAM g CENTER: -LAM F24-V4 BEAM, Fb=24002O1 63/a'x1' GLUG -.- � f1 CENTER COLUMN. 6 x4 xl/4 T.S. COLUMN WITH 51MP50N N' I I I I 11 'n I \g'� I I -- — — i I ' g 1 • DG I I I ! CCOl COLUMN CAP. WELD TO TOC'' OF COLUMN >0, X °� WITH CONTINUOUS 1/4' FILLETWELD La END GUL:IMN: (4) 2x6 TRIMMER STUDS W/ (2) KING STUDS �m��oo q JO\gam `Q PROVIDE BLOC=KING OR COLUMN CAP TO PREVENT 3 J \.0 m ROTATION OR (o'x4')d/4' T.S. COLUMN W/ EGCO1 COLUMN GAP I I I I I I 11 I I I 1 I I I I FLOOR 5HEATH!N G: -� 3/4' PLYWOOD U/ 15 SECOND FLOOR JOISTS: 7 I I I I I 1 ! 31 I I X XII I 1� \�• I I I ! I I 10d COMMON NAILS g 16' TJf PRO 350 � 24' O.G. USE 51MPSON MIT 3516 40) _ 4' ALL. EXT. WALLS, I HANGER WITH 4-16d 6 TOP 4 2-trod 6 FACE. gc5 !� "`y '"� 6' O.C. ALL EDGES 4 JX 12' O.G. ;-. L.D. 016 BEAM BENEATH DORMER WALLS: 1m 11 (BLOCK ALL EC�G>=S) 31/o'xl5' GLU-LAM F:4-V4 BEAM, Fb=2400 WITH �� 51MPEON GLT3 ON VNE END OF BEAM I I I I �I II II I I I I I I I 11 SECONDFLOOR JUIST';- I I I I 1 1 I 1 I I 1 I 1 1 I I I I 16' TJI PRO 350 Q 24' O.G. USE SIMPSON MIT 3516 HANGER. 1 18 MAIN FLOOR JOISTS: 16' TJI PRO 350 Q 16' O.G. USE SIMPSON MIT 3516 - - .� .� HANGER EACH END. 6x12 HEADERrxJ /� 6x12 HEADER ? ? C) 02(BI MAIN FLOOR BEAM im CENTER AM F24 v4 BEAM, FbN24DD PORTAL FRAME +6 +6 PORTAL./FRAME I PORTAL FRAM p`� (j� PORTAL FRAME CENTER C'OL.UM!1: 6'x6'xl/4' T.S. CUI.UMN WITH BIMP50N GCDi COLUf nib .AP. WELD 'fO TOi- OF COLUMN WITH \O �p CONTINUOUS 1/4' FILLET WELD E10XX W10xI2 BE/.M (PORTAL FRAME "I) l�� ZO MAIN FLOOR BEAM 6 END 57"AN: 634'x21' GLU-L-AM F24-V4 BE-%M, Fb=2420 f A CENTER COLUMN: 6`xro'xl/4' 7.5. t:,OLUP'f 4 WITH SIMP60N CC 01 COI-UMN C<:P. WELD TO TCP OF COLUMN WITH CONTINUOUS 1/4' FILLET WELD E10XX 2-1 SHEAR WALL: END COLUMN: 6'x4'xl/4' T.5. COLUMN W/ EGC01 PANEL A 4 B: COLU"N CAP 15/32 CDX SHEATHING ONE 51DE W 10d NAILS Q 4' O.G. EDGE AND 6' O.G. FIELD. 2x BLOCKING AT ALL PANEL (2:1 ) MAIN FLOOR .J0151 S -'HEATH STAIRC-A5E: EDGES. NO HOLDDOWNS REQUIRED. 16' TJI PRO 350 e 1. C. USE 5IMP50N MIT 3516 U1010raIR Lrmvr=L FRAM INC PLAN FLOOR SHEATHING; HANGER EACH END. 19/32 CDX SHEATHING W 10d NAILS to 4' O.G. 6 BOUNDARY -• LL. Q � SCALE: 1/4' = I'-0' 6' O.C. Q PANEL EDGES AND 6' O.C. FIELD. BLOCKING C22> MAIN FLOOR BEAM 6 CENTER SPAN: REQUIRED FROM EXTERIOR WALL TO INTERIOR GABLE END 6314'41' GLU-LAM F24-V4 BEAM, Fb=2400 Z O m p WALL STAIR COLUMN: 5'x5'x1/4' T.S. COLUMN WITH ', .MPSON (� NORTH / GC01 COLUMN CAP. WELD TO TOP OF COLUMN WITH l 31 SHEAR WALL: 2S SHEAR WALL: CONTINUOUS 1/4' FILLET WELD E10XX OR (2) 2x6 �\ 15/32 CDX SHEATHING ONE SIDE W IDd NAILS B 4' O.C. STEEL FRAMES 9 WINDOWS. SEE DETAIL 5/510 TRIMMER 5TUD5 W/ (2) KING STUDS 4 BLOCKING TO (� a EDGE .AND 6' O.G. FIELD. 2x BLOCKING AT ALL PANEL PREVENT ROTATION. EDGES. OTHER COLUMN: 6'x6'xl/4' T.S. COLUMN WITH SIMP5ON L11 UJ 2�3 SHEAR WALL: U �-- -10 SEE MOMENT' RESISTING FRAME, DETAIL 2/610 CC01 COLUMN GAP. WE!D TO TOP OF COLUMN WITH — - 6 32 SHEAR WALL: FLOOR SHEATHING: CONTINUOUS 1/4' FIl LET WELD E1DXX SEE MOMENT RESISTING FRAME, DETAILS 2156, 3156, 3/510, 4,X10, 4 e :z9/5!0 M9/32 CDX SHEATHING W IDd NAILS e 4' O.C. 0 BOUNDARY P " 15/32 GDX. SHEATHING ONE SIDE LJ 10d NAILS a 3' O.C. 6' O.C. tv PANEL EDGES AND 6' O.G. FIELD. BLOCKING 23 BASEMENT OR R;rTAINING WALL: 3 a) q 0) EDGE A,ND 6' O.C. FIELD. 2x BLOCKING AT ALL PANEL REQUIRED FROM EXTERIOR WALL TO INTERIOR EDGE OF ll! 12' WIDE CONCRETE WALL 5EE SECTION A/58 0 EDGES. 5?:M2WELL OPENING1E � (D24BASEMENT OR RETAINING WALL: (33) SHEAR WALL (MAIN FLOOR): 3,a SHEAR WALL (MAIN FLOOR): 12' WIDE CONCRETE W41-1- SEE 5C:CTION A/S9 5EE MOMENT RE'ISTING FRAME, DETAIL 1/510 PANEL A: 15/32 COX SHEATHING ONE SIDE W 10G NAILS a 4' O.C. �5) SHEAR WALL: (GABLE END WALL) DA-` -304 CONCRETE FOOTING EDGE AND f-)' O.C. FIELD. 2x BLOCKING AT 41-1- PANEL 15/32 CDX SHEATHING CNE SIDE "J 8d NAILS 9 (v' D.C. 9-20-03 28'x5'xl5' CONCRETIE FOOTING W/ (8) 06 LONGITUDINAL EDGES. EDGE AND 6' O.C. F'ELD. 2x BLuCKING AT 4LL PANEL 2-03-04 t 05 g 16' O.C. TRAN5VER5E. PLACE REINFORCING PANEL B: EDGES, 3' FROM TOP OF FOOTING 15/32 CDX fig-!'=ATHING ONE SIDE W iDd NAILS Q 4' O.C. EDGE ANC 6' O.C. FIELD. 2x BLOCKING AT ALL PANEL 26 ROOF SHEATHING: EDGES- PROVIDE SIi`1PSON HDSA 0OLDDOWN W/ 1/8'4' 19/3 2 CDX SHEATHING ONE 51DE W 10d NAILS tv i�' O.C. ANG4;J',� BOLTS t THREE 1/84, STUD BOLTS THROUGH TU10 EDGE AND 12' O.C. FIELD. 2x STUDS PANEL C: 15/32 CDX SHEATHING ONE 51DE W IDd NAILS o 4' O.C. EDGE- AND 6' O.G. FIELD. 2x BLOCKING AT ALL PANEL riE r EDGES. PROVIDE SIMPSON PHD5-5D53 HOLDDOWN W/ 5/8'0 ANCHOR BOLTS 4 (14) 6D81/4x3'LACs 5GREWS INTO TWO SCALE: 2x STUDS 0 I 2 3 4 5 ID MINUTEMAN 7555 SW t!E.RNIOSO AVAN oF- 14 BUP2003-00681 10of 25 _ -- I I. IMAGE ESINOT ASCLEAR AS THIS NOTICE ''f`1-I�llrjlllll; 11! I !I111111111 Illl�illlllll,f 1(1 il�lllli41'I"fillil-1�11'C� I�1`Ii?If I111 1 III I(I iffl! I III 111'111 l I t�l iTI IIf f 1 III i�l li� VIII- 1(I Tli lllllllillll� �, IT IS DUE TO THE QUALITY OF THE IIIII I-I8II�ZII-1 I IIII�II,IIIIII-I�I,II I-III fI Z III_I ti9ll 1I 7I.lll�-lil'b.l.lZIIII IIEII lti_1111I1111c1 1—�IIII II-ITI�I-ZIIII IIUII fI ZIIIII_I_I6II fI TI_I-III-II8IIT�III-Ii�IIIGII iI i-IIIII-IIII I _ 911 ItI - _E_ -I _ti�T--�--T�-II- ----- -- -� W-I�L- -18 - iI 9------�-N--o_II3s ORIGINAL DOCUMENT jr _8 9 81 t IlT II1 TIIt IIII, IIIIIIIII8III-II - 11ll�llll�lllllllll 11111I�IIiII�llllilll IIII�NIIi KEYNOTES: _ (KEYNOTE NUMBERING CORRESPONDS WITH +-- ENGINEERINc:x GALCULATION5) Lu ijj r I ) GENERAL. NCGTES AND DESIGN CONDITIONS �-- Z (P 0 I6 -11 3/4 1'-0 1/4 121-01 56-01 121-01 1'-0 1/4' 16'--11 3/4' v �k - -- --- - ------- ----- -- -- - / ,tt -------------_.-_._.r. - -----_-------- .`_-- _ � DORMER ROOF RAFTERS -�T- � BEAM BENEATH REAR DORMER WALL: �� d) 3 I/2'x11 1/8' LVL BEAM W/ 5IMP50N HUII HANGER TOP o .� BEAM BENEATH FRONT DORMER WALL: 1/4'x14' LVL BEAM ;'../ SIMP50N eSLT\/5,514 HANGEf-2 6 TOP SLOPED 34' 1 ca ry i (2'C FRONT DORMER RIDGE BEAM: UJ �- 13/4'x14' LVL BEAM W/ SiMP50N W14 HANGER 9 HEADER END L-�► �+ (2[ FRONT DORMER RIDGE HEADER: ' -- -- -T-- ---- — _ - --- — -- - 3 V2'xl6' LVL BEAM W/ SIM,-150N HW1416 HANGER a ENDS Lt) WINDOW HEADER BEARING DORMER RIDGE: I 0 -� 3 I/2'x1'9' GLU-LAM BEAM 24F-V4/DF F JOF N ��P PROP -- -- -. 02F, FRONT DORMER vAi_LEY RAFTER:13/4'x11 1/8' LVL BEAM lU/ SiMPSON L55U125 SLOP.:D 4 21 2I SKEWED HANGER A TOP END k r iA DGFRONT DORMER Tl'-PICAL RAFTER OREGON 11 1/8' TJI PRO 5501 RAFTERS OR EQUAL @ 24' O.G. �yy/ v A • S (� 0 (� 0 I U �\Q 2N SMALL DORMER VALLEY AND RIDGE RAFTER m 13/4 xll 1/8 VERSA-LAM 2P00 DF RAFTERS Expires:6-30-U4- Vv 1 SMALL DORMER RIDGE HEADER: P1 3/4'x11 1/8' VERSA-LAM 2800 DF W/ 51MR50N U14 HANuER �� C35 � - 3A AT END. 2AU ' 2? C2,4) 2N _ 2�, I 0 �3) TYPICAL ROOF RAFTEk W/ COLLAR VE: ki II 1/8' TJI PRO 350 RAFTERS Q 24' O.G. W/ 2x10 COLLAR �+ 3 - ---- - --- — - - - JOIST W/ 1-16d COMMON FACE NAILED EA. END. V wJrj - -- _ 110 - - -- - ---- - — cn W/ L'�SU41m H�NGERS ® TOP. WEB BLOCKING 'zEQUIRED, ,.,. , U UPA4 A BOTTOM, �� 3,/y TYPICAL ROOF RAFTER W/ COLLAR TIE- II 1/8' TJI PRO 550 R-4PTER5 O 24' O.C. ,i�} 3B TYPICAL ROOF RAFTER: (NO COLLAR TIE) 0 i I 2�4 '�' ��v 2N I � -t�V C� I I1-3/4'4-1/5C1;r I� I G(�' I LVL a 24 O.C. „�, � UO 21 t, 4 ) RIDGE BEAM: — �� S'%'x21' GLU-LAM BEAN �- U (3) 2J12 RID E BE M 51is'x21' GLU-LAM RIDGE BEAM �� 5!,e x21' GLU-LAM RIDGE BEAM (,A 2x12 RIDGE EAr-! � Q, CENTER COLUMN: 4'x4'x3/16' T,S. COLUMN w N 4 END COLUMN: (3) 2x6 TRIMMER STUDS W/ (2) KING STUDS 5 CD n OR 6x£3 POST OR 4'x4'x3/16' T.S. GOLUI`iN �� '' . — c C1 0 � +10 ,y+ �� I ) 3 1/216LIV_ I - ' l GE50� t� C� 2 ^A c �9 3 I I = I r`'/ UA 30) � � 2Cx s 3s � 00 k4p, m 2G 02, ,�'1I� v I m? o �\Q a 31is'x10B' GL -1-AM BEAM 2E - - °J - - — - — I— - - w - - - Wlmxl2 F3EAM ( UR.AL FRAMF) - M1 S1 A IL ROOP FRAM INC PLAN u � N ' SCALE: 1/4' = 1'-V r NORTH --1 1/2' 0 Z t 514'41' RIDGE BEAM (3) 2x12 RIDGE BEAM Ln -4 �i foX& POST' OR .,t \1 U (3) 2x6 W/ (2) KING Z al – a) f)TUDS IN WALL 11-- 2x4 TRIMMER Ll ° L SWAM CONN. ONTA I L DATE SCALE: 1/4' = I'-m' �-03-014 ' 1 } 1 , 5GALE: m 1 2 3 4 5 Ira4 r NnNUTENIAN 7555 SW IIERNIOSO WAN' of 14 BUP2003-00681 l lof 25 NOTICE: IF THE PRINT OR TYPE ON ANY �11!�r 1iI ill III 1i1 lir 1 ! IiI lii i� 1 i Ijt III r�TrT�rt�r lir ill tTi I�til�t ISI ISI !�! I�1 1�1 I I�I !� ! Iit 't tit i�r 1�I t 111 !�1 Ilt�lil Ii1 ►(I Iltilil r � l li1 I�1I1 I s, IMAGE IS NOT AS CLEAR AS THIS NOTICE I I 11 I I I I I I I 1 4 I I I I 16 I I I �I I I I I �I I l 10 I I i t I I 1� Tout, IT IS DUE TO THE QUALITY OF THE Noll 01_. x" ORIGINAL DOCUMENT E 6Z 87, G7, 9Z �� IbZ F7 Z lZ 0� Ki Ri GT 9i SI hi Ei Z1 Tt i 8 f3 1L �9 j4 IT £ Z T�ItlI)R� I iii`i�i�ii iiii�ii�l�ii;�;ii�l�iiiliiiili�i► i►ii iii�i�iiliiii�iiii iiii iii „ ii!iliiii iiiiliiii�ii!i iiii iiii iiii iiii iiii�iiii i�!i1ii��11ii�iiii i1ii1iiiil,iii1iiiilr�i�iiliiii lu�� I��Ilii��i�iil�l��l1�1L11W1 111111111 Ilul �u�u�ui�� u�lu��ll��► ul r m 111 6' r f-- ( zip SEE KEl- N07E5 SHEET 61 3 -� Lu I Lu J 9 \ Lu Q - ID PROFFS o OREGON � C��> 9v�F�gAls, \2 C29) \_� C� ,c - Expires:6-30-04 I N ILQD `? \ 2 \ W N � Jil— _1 N o o � W PHD5A HOLDDOWN W/ -- PHD5A HOLDDOWN W/ H A / — 1., 5/8 0 A301 ALL-THREAD P D5 r-IOLIUI.OWN W PORTAL FRAME PHD5A I-IOLDDCU.N W/ 5/8'0 4301 ALL-THREAD ANCHOR BOLT. USE 51MP50N 5/8'0 ,c30'1 ALL-THREAD SEE STRUCTURAL 5/8'm III ALL- 'HREAD ANCHOR BOLT. USE 51MP50N SET EPDXY. EMBED 12' XA A7NCHC)R BOLT. USE SIMP60N /-NCI-IOR BOLT. USE 51P'IPSON cc -�j' CALCULATIONS Lit SET EPDXY. EMBED 12 '4 PLACES) \ SET EF OXY. EMEED 12 NUMBER 32 t 5ET EPDXY. EMBED 12' OQ l4 PLACES) 2 -� FL �2\ DETAIL 2/510, TYP. N � i 1 RLBYATIONSCALE: 1/4' = 1'-(I' r.A I �— SOLID $O_ID BLOCKING % DLOCKING �Da28C� C-2 _ Ito - - - - �2�)h z z Nz 30, SOLIDIN 1/2' CDX. BOTH SIDES W/ _ [BLOCKING I0d 9 4' EDGE, 6' FIEL L) $IMP$ON -$IMPSON �l - 1 0 \. PHDSA HOLDDOWN �i �— BLOCK ALL EDGES r"I$TI36 STRAP M$T13(6 $'*RAP / `�\ 5/Vd) 4301 ALL-THREAD `-7 ANc;HOR 0OLT. USE SIMPSON r - SET EPPDX' T. EMBED < U ( 4 PLACES) J --- 1/2' CDX BOTH SIDES W/ 11J IOd 6 4' EDC-sE, ro' FIELD BLOCK ALL EDGES 30, c�TE --. .. --- - 9- 20 -C3 5/8"0 ANCHOR 5OLT5 m 24' O.G. 5/8'4 ANCHOR BOLTS 24' O.G. 5/84, ANCHOR. BOLTS 12' O.G. HDBA HOLDDOWN W/ \ - EMBED 6' UJ/ SET EPDXY 1/8'0 A307 AL.L-THREAD ) �._--"� �• � ,' ANCHOR BOLT. USE SIMI-50N SET EPCXY. EMBED 12' g ,� - - <2 PLACES) �--Hur SIDEL �7 1 O - �� _, LEFT SIDE 01=5VATION - J SCALE- 1/4' = G' SCALE! 1/4" = I'-0' 1 f ( r MINUTEMAN 7555 SW HERNIOSO WAY 14 BUP2003-00681 12of 25 OTICE: IF THE PRINT OR TYPE ON ANY IIIIIII 1 11111 1 I I I I I I 1 1 f 1 1 I 1 1 1 I I I 1111 VIII I I I I I I I'11111 I I T(1 T 1 I I I I I I I I I 1111 ! I 1 11 11 1 1 1 1 1 11 V I I I LI III I I I I I I I 111 IIIIIII V I I I I I I I I I I I! I I 11111 III 11 1 IIIIIII IIIIIII I I I I 1 j�I I , I 1 I 2 I I 4 I _ I 51 I_ 6 7 I 8 I 9 I 1� I 11 I 1GJ L_- - --____-- T�4t, NIMAGE IS NOT AS CLEAR AS THIS NOTICE, No.36 �►"�r� IT IS DUE TO -tHE QUALITY OF THE ORIGINAL DOCUMENT s 6�Z 8�Z GZ 9IZ I '1Z �Z FZ Z [ Z OZ et gt Lt 9i 13li blt st Tt T I �6 fR L i9 119-I- d S I �Z i_w�,M I � I I 1 � I ' 'f 1 �� 111 �I I II II � 111 II�{ill !Illllll Ill�llflllllllll�lllllllll�llll�UIIIJll111lIIIIIIIIII11111J1111L 1lll 1111�1�klll l I , 1 II II ,IIIIIIII IIIIIII11�111111111�111111111111111111�111111 Ill�llillllll I III IlillI i I�IIII III I II I li ,III VIII 1111 11111111 III�11�1111 111,1111111111 11 s� 1 i \ 12 LU r \ i ul 12 R a __ . --- ------ - 1/2' CDX PLYWUOC) W1 C. WN N�F�Ps�% 10d sw 3' ALL PANEL EDGES 19105PE 10d g (o' ALL INTERMt:DIATE FRAMING o OREGON 017 y 5 199 ``<v �► F� A . S��`� _\ \ Expires:b-30-J I L \ m -- me -. L- c3o a _ PHD5 TYP. \ ! HOLDDDOWNS v THIS FLOOR - i N 1 — — - PHD5 SDS L �\ HOLDDOWNS [-� L4 � \ 32 32 tn Lp LLJ —1/2' CDX PLYWOOD W/ \` 10d -s 3' ALL PANEL EDGES HDSA HOLDDOWNS PORTAL FRAME —/ — PHD5 SDS �i0d °` 4L-1�1TElJE G W/ '1/8' ANCHOR BOLTS SEE STRUCTURAL HOLDDOWNS 1/2' CDX PLYWOOD (OTHER SIDE) W/ / 10d a 4' ALL PANEL EDGES CALCULATIONS 106 1D 6' ALL. INTERMEDIATE FRAMING NUMBER 32 l 2 DETAIL 3/510 5/8'40 ANCHOR BOLTS 8' O.G. 5/8'40 ANCWOR BOLTS Q 1Fh' O.G. 5/8'40 ANCHOR BOLTS 8' O.C. 5/8'40 ANCHOR BOLTS I6' O.G. 6' EMBED 6' EMBED 5/8'-0 ANCHOR BOLTS 16' O.C. A 1 SCALE: 1/4' s I'-0' V ly IL Z 3 (P Q � OZm w w ( U -T O O �� Cl w EZ r �- Sn DATE 9-20-03 2-03-04 9 REVISION MINUTEMAN 7555 SW IIERMOSO WAY BU P2003-00681 13of 25 , ...,;,,z., ,;,�„ac,:•.,..,._. ,w,...... .� _.: - ..:• ••: �,.�„ _ :� �. m.., T��,m ''`°"�''.� �'� ' '�!�� . 540. .G u.�. ...-. ..,• .,,..�.-:,, 1r+-•- 'r�n+fa.anw„r. � +Mn.«r* _..-=<.. "�: .. - "'�6'9 ".�'�.�*"^;«aWlJiu�t+" i�� .�. .." _,. ... '�., ..,?;�' !*: ...._.._.. ........._. ..�' ''� ,.. .,,._ .._...., ... ... .,..,. ?� ._.......... .. _... � _ • NOTICE- IF THE PRINT OR TYPE ON ANY 1`r( l I r l l l III III III t 11 11 I►►I 1 I i I I I I II I �J111 1 IT r�T I I r I I r I I l r 1 111 III 11 11 I I I III III III I I III III I l l i I1 III III III I I I t l 11 1 1 1 1 1 III III I I TI I I I I i I 11 1 11111 1 IMAGE IS NOT AS CLEAR A 11I I I 12 I I 1 311 141 AS NOTICE, l _ -- --- --1----- 1------ -'1 ----- 61- - -_. .!_l _. -- -gL --- -- L I-------10� IT IS DUE TO Tt'E QUALITY OF THE Na 39 ORIGINAL DOCUMENT f �E 8 Z 8�7, L�Z 9 Z �Z ibZ S Z Z��Z III Z 017, 8 I 1 8ll I L T 9((i 9 t 16�T �F t Z T\ I t t I �1 1111 8j8 i1LillllI � lll11 i!II �IIIII!IIL�l111li11I111►�1111�111�111��1��►►IIILlllilllllllll� II!I�IIIIINIII t � i' '• xt --- ---- - ctl RIDGE VENT I�- t �•`''� -. — GGMPOSITIC;q ROOFING ul r 15' FELT �--- �-- 0 / \ �----5/8' SHEATHING RAFTERS (SEE PLAN) Cil 0 uj RyV 12 Q L_._.. 2x10 COL Lf• TIE W/ 1-16d COMMO'N NAILS EACH END 8 R-38 BATT INSULATION PRQ- I N£_e_p IN \ R-30 BATT INSULATION 19105PE 9 . \__2-2x6 TOP PLATE o OR _GON � STUDS m 16' U.G. 2x4 WEB STIFFENER y�jF�AY Expires:6-30-04 2x8 BLOCKING BATT INSUL. �� \ \ 2x6 PLATE, (2) IPid NAILS A EA JOIST � 16de12 ' O.0 oRIM .IOIS7 GYP. BOARD 3/4' PLYWOOD SHEATHING �-2x6 BLOCK SOFFIT SUPPORT 16' TJI FLOOR JOISTS r Lw —2x6 SOLE PLATE ,� n1 N _- ----26 GA. FASCIA GUTTER '�-2x8 FASCIA C� 2-2x6 TOP PLATE - ""-2' WIDE SCREFN VENT " M — SOFFIT 13CARD -y O GLU-LAM BEAM 2x6 STUDS g 1(o' O.C. — --__ "'_N`---5/4x3 w) `---5/4x3 TR'M LjL 2-2x6 OP T Q, PLATE 4x6 P.T PLATE W/ HORIZONTAL SIDING_..----- r - - ACOUSTICAL CEILING 5/8'4 STUDS g 24' O.C. OVER BUILDING WRAP StEEL BE AM (SEE PLAN) ----— 0 �-- —2x6 STUDS s 16' O.G. 4x6 PT. PLATE W/ 4'x(o'xi/4' T.S. COLUMN 5/8'4 STUDS o 24' O.C. WINDOW U=0.040 ---- 9 2x6 SILL PLATE Q� R-21 BATT INSUL.—----, \ RcWLOcX W/ ONE PERM VAPOR \ 1-1.ETARDER �-- BRICK VENEER r— 3/4' PLYWOOD SHEATHING 2x6 SOLE PLATE — 164x P.T. .EILL PLArE ' TJI FLOOR JOISTS / �-VENEER ANCHORS tv RIP TO FIT W/ 5/8 24' O.G. EA. WAY - FOUNDATION PLAN FOR SPACING) ---- � 15" BUILD. PAPER — - — --- __`_.-- BITUMINOUS DAMPPROOFING - Irod NAIL E.A. 2-2x4 TOP PLATE --�� _----- 05 a 16' O.C. VERTICAL - - - --- — - — - -- _.-- - — 41 05 a 16' O.C. HORIZ. —2-2x6 TOP PLATE 2x4 STUDS 16' �\`\ �✓ --GL.0-LAI`i i3EAM ��--- AGOUSTICC. C�!LING ul ,--gITJMINOUS DAMPPROC'fiING IL R-21 BATT INSUL. / LL 0 2xro STUDS g 16' O.C. W/ ONE PERM VAPOR1�\ / i RETARDER -5/F3' GYP. BOARD T.S. COLUMN (SEE FRAMING PLAN) _�-- MAINTAIN MIN. f' \9 AIR GAP [Q Q til (P � lU Q _----- R-21 BATT INSUL. ____— ___ U r}-- <I Yc A 16' 0.(r. VERT - } F Lu -- - 2x6 P.T. SILL FL AE 4' CONCRETE SLAB © Z cO OVER 6 MIL VISQUEEN -"6 tv I6 O.G. ' W/ 5/6'4 A. E50LT5 -- CONCRETE INFILL 2x4 F P.T. SILL PLATE (SEE FOUNDATION PLAN) OVER 2' SAND OVER FAS'TE'N W/ 3' N,41L TRANS`✓ERSi: 4' COMPACTED FILL W/ 111,45HER POWDER + :" DRIVEN --- ---- _ j �--6 w5 LONGITUDINAL DATE 9-20-03 -- 31-01 1m, --01 - - 2 '-6, SHEET CROSS e)rm(:Mr 1ON 04 5(-<-.LE: 1/2' V-0' NIINi1TF.h1AN 7555 SW HERNIOSO WAY BUP2003-00681 14of 25 14 NOTICE.: IF THE PRINT OR TYPE ON ANY I I � I I i I I ► r I 1 I � ! I ! I ! r f I I' � r T r r r I II IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 III I I I 1 I l I fl l l l l L I I I I I 6 1 I I I III I I I I I^ I I l1 11 1 10jc-4L, I / f�I f l II I I I i I I T I (T1•' 1 1115111 ILII 1 III f I III I I III II I III I I r�f I I IIr 1 I III I I ISI 1 1 III 11111111 i'IIIIIIII1111w i � � IT IS DUE TO THE QUAL ITY OF THE 11 No.3e ORIGINAL. DOCUMENT -£ SZ 8Z LZ 9Z �z f+�Z OZ 8�I 8jT GT 9T £Ili ZT - �TT T- - 8-v- _g.___._ G 9-__ Q— - £ - 7a i�•i�w� l1 l►�� I►11��1►►I��II�I ��►►�� I �� I�Illlli��l1�lllll� ��III11� ��Ill�� ►��111�� IjIjII��I ��IIII��II��I�I�►��i�� ►TIS ��II ►III��II�ill1111111i II�IlIII IL�II.Ii►I Il ► 11►I► �� «u�� ll Illlll��►NI�� M �4 i l� VENT m COMPOSITION ROOFING Lu [- -- - 15• FELT 5/8' SHEATHING .�*. ui \ --- RAFTERS (SEE PLAN) U } e � 04 Q 2x10 COLLAR TIE W/ 1-16d COMMON NAILS EACH END PROtr£s R-38 BATT INSULATION 12 �,� F,�GINfF�P sin W/ ONE F'ER"1 VAPOR C RETARDER S c �^1 5P 9 0 R-30 BATT INSULATION O OREG( N W/ ONE PERM VAPOR RETARDER 2x4 WEB STIFFENER ��Ay't5, �9Nv��`' � A . Sp —2-2x6 TOP PLATE E:xpires:6-30-04 r —2x8 BLOCKING ---- 2x6 STUDS B 16' O.G. �__----R-21 BATT INSUL. / 2x6 PLATE, (2) 16d NAILS IDEA JOIST W/ ONE PERM VAPOR 16d a 12 ' O.0 w RIM JOIST RETARDER -- 3/4' PLYWOOD SHEATHING /16' TJI FLOOR JOISTS 2x6 BLOCK SOFFIT SUPPORT Z r ►•i nl 5/8' GYP. BOARD cn T � rT� � � --------2x6 5�,LE PLATE �-+-� ' 26 GA. FASSIA GUTTER , N LLI —2x8 FASG!A cl� 00 2' WIDE SCREEN' VENT r Z ti cn SOFFIT BOARD 1 �: w O ---5/4x3 TRIM TYPICAL ENT Y CANOPYFFRAMING 2-2x6 TOP PLATE HORIZONTAL 51DING ACOUSTICAL CEILING 2x6 STUDS 6 16' O.C. OVER BUILDING WRAP 8d NAILS A 6` O.C. HEADER (SEE PLAN) `—'PEEL-N-STICK" COMPCSITION ROOFINGFLASHING WINDOW U=0.P�4P� 150 FELT F 5/8' SHEATHING --\ Ix.4 TRIM \`\ 2x6 SILL PLATE 2x.12 FASCIA \ � R-21 BATT INSUL.--� ROWLOCK W/ ONE PERM VAPOR RETARDER �- 3/4' PLYWOOD SHEATHING _ 2x.12 RAFTERS fv 24' O.G. 16' TJI FLOOR JOISTS 2x6 SOLE PLATE-- ��-VE EER ANCHORS Q SIMPSON A35 EA. SIDE P.T. SILL PLATE i/'� 24" O.G. EA. WAY RIF TO FIT W/ 5/8'0 A. BOLTS (SEE 2x4 STUDS Q 16` O.C. FOUNDATION PLAN SIMPSON A35 Epi. SIDE ------ I FOR SPACING) - -_. ._ _ --- __.- ----- 2x4 --- ----- — 2x4 FRAMING e i6' O.G. , 150 BUILD. PAPER -- 1/2' SHEATHING — - — — / B'TUMINOUS DAMPPRO iNG BEYELE>7 HORIZ. _-�---� / 16d NAIL EA. SIDE -f SIDING — ---�� ~ T`�(I°� "X`GYf. [�O. TYI".../// I __-_-___ "5 g 16' O.C. VERTIC.4L 2-2xd TOP - LATE E -- -` --_- 1:-6 TRIM �/ _ �, // - --'- -- — -J ��__.- 05 m 16 O.C. HORI7_. 1 SIMP;;ON H2 r, EACH 2-2x6 TOP PLATE �� -_ 2x4 STUDS g 16' SVII= v EACH JOIST I) _ \-2-2x(oRE TOP PLATE � BITUMINOUS DAMPPRU. IN 7FFIT BOARD ACOUSTICAL CEILING / 0 - / � v R-21 BATT INSUL � Z r '4 0 m -2x6 STUDS tv 16' O.C. MAINTAIN MIN. I' Q_ .� 0 0 — AIR GAF' --\ m �(l 'iTOREFRONT SYSTEM / \\�\ -__ - _ — _. U1 U1 1D -----"6 g Ih' O.C. VERT :3SLAB <v _ 4' CONCRETE SLA r �- i OVER 6 MIL V15QUEEN - --- -- --- - �5 9 16' O.C. NOR' _ z ccs OVER 2' SAND OVER -t 4' COMPACTED FILL fu rl - _NP '-•6 9 16' O.C. T'2AN5VER5E i--2x6 P.T. SILL PL ATE 2x4 P.T. SILL PLATE 4 05 LONGITUDINALt D4TE or - ��- r 2-03-04 3'-01 I'-0' 2'-6' M-7 SHEET SCALE: MINCITEMAN 7555 SW HERNIOSO WAY 13U P2003-00681 1 Sof 25 OF 14 r I NOTICE: IF THE PRINT OR TYPE ON ANY I I f I I I I III III III III I I i I i I I I i I I III III I I 1�1 III III III 1 I III III III III III III III 1111 111 111 I III 11 111 I I I ! f I I ( I III I�11111 1 11 111 111111 11 I III IIIII I 1 C' 1 � 1 I � � I I I � 4 � hI I �I I � �I - _I- -� � I 10 I lip 1 1 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �_- - --------�- ---._._ ._-. l----- _� 1 - -- - • - --1 l - - - - - -�- -- i f IS DUE TO THE QUALITY OF THE _ " ORIGINAL DOCUMENT E Z SZ GI 9Z Z. ibZ SZ 'li [Z OZ 8t 8t I T1111111,9t 9t �►t Sl Zt tt i 8 f3 L 9 9 'b S Zt�IUI� � I III►I IIIIII�IIIIIIIIIIIIIII111111111IIIIIIIIII III � III►IIII11►li111111111�1111 Illi�li11111111111111111�111�u11.1 I�Ii1111111111111i1i11111�>llll;l�luilli�u111u «<i illiii�il i SII Ell, IIIIIIIIIIIIIIIIIIII�III�IIIIIIII.IIIIIIIIIIIiIII Illillllllll IIIII 4� is UjLU Z m 1:3 ( � Uj ID PROP I N£F'P s/o 1910 PE I o ORE ON 2x4 WEB 5TIFF-ENER �� 2x4 WEB STIFFENER 9y�FCAA. SCN��, Expires:6-30-04 BLOCKING `. \ 2x8 BLOCKING `\\ 2x6 FL 4TE, (2) 16d 11AILS m EA JOIST I \`�� -2x6 PLATE, (2) 16d NAILS e EA JOIST 16d (D 12 ' O.0 g RIt,' JOIST 7d m12 ' O,C v RIM JOIST F�, / 2x6 BLOCK SOFFIT SUPPORT / i--:x6 BLOCK SOFFIT SUPPORT LQ _ �--26 GA. FASCIA GUTTER _�1�--26 GA. FASCIA GUTTER y.; Z' ti �\ -2x8 FASCIA \ \� 2x8 FASCIA 0 CO -- -- 2' WIDE 5C['EEN VENT \ 2' WIDE SCREEN VENT % fL7 2-2x6 TOP PLATE ---- Cn —SOFFIT OA 2-2x6 TOP PLATE "�- �"---SOFFIT BC)ARp :-P O GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS 2x6 STUDS 16' O.G. Vim" 5/4x3 TRIM le _ -5/4x3 TRIM '� O -- _ Exterior Side:One layer /e"type X gypsum sheathing,48'wide,applied parallel to - w studs with galvanized roofing nails,13/4"long,0.120'shank,The'or 1/2'heads,7'c.c. In field,4'c.c.perimetar.Joints of gypsum sheathing may be left untreated, Exterior 4x6 P.T. HORIZONTAL 51D INC cladding to be attached through sheathing to studs.Wallboard and sheathing nailed to PLATE W/ --HORIZONTAL 510ING top and bottom plates at 7'o.c. `'%'-O STUDS 10 24' O.C. Interior Side:One layer a/s'type X gypsum wallboard or water resistant backer board OVER BUILDING WRAP OVER BUILDING WRAP �- STEEL BEAM or veneer base applied parallel with or at right angles to 2 x 4 wood studs,24'o.c.with \. SHEATHING 6d coated nails 1?/e'long,O.n915'shank,�/4'heads,7'o.c.(LOAD-BEAh!NO) Approx.Weight: 7 pef thickness: varies (SEF PLAN) 2x6 SCUDS � 16' O.G. S Fire Teen See WP 3510 4x6 P.T. PLATE W/ i ___.______ ! - 5i8'm STUDS 9 24' O.G. - WINDOW U=0.040 --�. 4 4x6 P.T. PLATE W/ ib STUD; g 214" ').C. R-21 BATT IN S� .---� � � � W/ ONE PERM VAPOR � 24 STEEL PIPE RETARDER RAI, ING STEEL_ BEAM '5EE PLAN) ROWLOCK, --- 2x6 f? SOLE FLATE �i- -- -.' E3ATT INSUL. -- 6' W/ ONE FiERj , VAPOR RETARDER 4x P.T. SILL PLATE --- 2x6 SOLE PLATE---\ // BRICK /SNEER RIP TO FIT W/ 5/8'4' ;9 4x. P.T. SILL PLATE A. BOLTS (SEER IP _ FOUNDATION PLAN in IP TO FIT W,' 5/8'4 DUR-O-WALL DA20.1 r- FOR SPACING) � b BOLTS (SEE i' \ FOUND.ITION PLAN \ �/ VENEER ANCHORS 10 SLOPE: FOR SPACING) ./ 24' O.C. EA. WAY 1/4' PER FOOT _-_ I _ I I \ I I� _� \ \�---- 4' CONCRETE SLAB ' - �. BLOCKING 9 46' O.G.- • UJ 16d NAIL EA. SIDE `� --- 104 -w 24 - O.C. 2-2x4 TOP PLATE A35 CL IF 0 24' O.C. --- \ \ - - - - ``--- 04 g 12' O.G. - - ----- - — ---- _— _ FEEL-N-STICK FLASHING = 2x4 STUDS 16' O.G.- ?-2x4 TOP PLATE - \,\ GRADE ---— ---- fit --GRANULAR 2x4 STUDS 9 16' O.G.---� \ �4. �- BITUMINOUS DAMPPROOFING >EAGKFILL _ (X (5096 MODIFIED /o O cel R-2I E3_^-TT Ir15UL.---� \ F'ROGTOR) -- UJ/ ONEAPE IRM VAPO- R\'� RETARDER �`\� --" 16' O r. VERT Z 8' GONG. WALL V - 1.01, ."5 61 16' O.C. HORIZ, N Z 06 16 O.C. VEP,- 243V 4,3 _�,---------_._�_..___ _ - `--'- • ` 2x4 P.T. 5!LL PLATE 3 05 6 1(o' O.C. HORIZ FASTEN W/ 3' NAIL- W1 AILW/ WASHER POWDER 16' O.C. Z r -� - 4 r5 LONGITUDINAL DRIVEN---------- 2x4 P.T. SILL PLATT= �` TRANSVERSE 0 FASTEN W/ 3' NAIL Cn W/ 'WASHER POWDER - 2'-6' 8' 6' _ % 6lfo' OC \` �, ---4 05 LONGITUDINA DATE DRIVEN---------_____. TRANSVERSE �-mom2` - - 4 --GRANULAR 4 05 LONGITUDINAL ---��' BACKFILL 1959. MODIFIED 2'-0' 1'-m' I'-O' PROCTOR) 2'-0' 'o Sti 16' O.C. -_-. - - - - --------- --- -- 5 N4 E E r r i RAN5VERSi= WAL.L. 600r I ON A SCALE: 1/2' = 1'-0' SCALE: 1/2' I'-0' V (♦11Ni1TEh1AN 7555 SW HERM110SO WAY BUP2003-00681 1 bu175 CF 14 y NOTICE: IF THE PRINT OPTYPE ONANY rlr ill II III 111 Til III 1I1 ill Ill II ! i T I�1 III r('rT il► 111 II1Ir III 1I1 III III lil titll�I f(� ll! !II 1�1 tl1 !�1 il1 III III I�I I(1 111I1(I III 111 litll �I !I! lill! illlll A - I - I ' I I II 12 Ii 1 1 4 I I b I I 1 71 I I 1 8I I 1 9i I I 10 IMAGE S NOT AS CLEAR AS THIS NOTICE, 1 __ _ ---1-- - -- -- --� __---------1 -_ .� -- _ � - � •---------L---- -- -----.. . 1 ------.L � _----------L-^.----__.J fT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT �E 8Z 87, LZ 9Z ► IIIIIIiI�IIIII��IIII ►Ill�lllll!III��IIIIIIIIIIIIIIi�Ii�l 1 ►�IT--�-II� I - � - Elt li 8--� � Li� ► 9111 ��I11;11JJ11�L1111111111T!L► �Il �►uair �� I � lIII1T11111�1141l • I , 4'fthftkWWffA, �illl 111 IlilI Ill�lllllill► II Illill illll il, ►1111►►il►III loll . �.�.. `tet 1 ~ I^ 1/4' WEB STIFFENERS rm 1/4' WEB STIFFENERS � (� r �-- z m WIDxl2 BEAM _5b�a STUDS 9 :'4' CG. ILI �} a -- --- -- --- ' ----- — #-7=-- ul d) r UJ 4x(o PLATE 4x& PLATE Z QED PROF, I Nf F�ss�o /4? 91 FSE �)RECONy . . .!4' WEB STIR=ENkRS I/4' WEB STIFFENERS15,S` � '`� A WIDxl2 BEAM -5B'm STUDS 24' O.G. WIDxl2 BEAM big'm STUDS 24' O.G. r xpires6- SO- 0 r= Vol - 6' 6' 4x6 PLATE 4x(o PLATE j// �- C) r j�-----(ox4x'14' T.S. COLUMN - - � -----(ox4x'14' T.S. COLUMN � ►�-�r � � cX-) � In Q M i 1'_0' i 12'x5'x�/2' BASE PLATE 12 x 2x17 SASE PLATE _._12 x5 x/2 BASE PLATE -0----- 5 - /� W/ 4- % -0x12 A BOLT5 I /2' TYP. W/ 4-5% mxl2 A. BOLTS - 5 � I /2 TYi✓. W/ 4- i8 -0x12 A. F)OLTS g g (STD. 3 NOOK 4 ID EMBEDMENT) (57D. 3' NOOK t ID' EMBEDMEVT� / (STD. 3' N400K t ID' EMBEDMENT) WIDE x 12' DEEP CONCRETE — FOOTING W/ 05 6 5' O.C. LONG. I/4 (L • • I/4 Q g CENTER OF FOOTING — • \ - ' -- 1/4 _ _ I at-it 1 SCA?-52- = I' SCALE: 1/2' = 1'-0' SCALE 1/2' = 1'-0' FRAMING MAY BE ATTACHED WITH POWDER ACTUATED FRAMING MAY BE ATTACHED WITH POWDER ACTUATED FRAMING MAY BE ATTACi,-!F WiTH POWDER ACTUATED FASTENERS TO COLUMNS. FASTENERS TO COLUMNS, FASTENERS TO COLUMNS. 1/4' WEB STIFFENERS (2) 2x6 TOP PLATE WIDxl2 BEAM Ni 'm STUDS 24' O.G. � 1UIDxl2 BEAi-; i r- sa'm STUDS 9 24' O.G. - -- _---_ _ -- _ / -W(ox12 BEAM / 4x6 PLATE--`" (2) 1(od st 12' O.G.--� 4x6 - PLATEv � I �' � �� 1/4 ! Sx(ox!V T.S. COLUMN- ---.sx(ox'14" T.S. COLUMN (` LL I/4' WEB STI ENERS - �� `k' 'm STUDS tv 24' O.G. --,1/4' WEB STIFFENERS N m - Z r- \ r --&'x4'x'/4' T.S. 8 - 1Dd NAILS a 4' O.G. ® ALL COLUMN Q `� O of _12'xl2'xI%° BASE PLATE EDGES OF OPENINGS - l) p W/ 4-%*'*x12' A. E30LTS NA ,--' ca N (5TD. 3' NOCK 4 ID' EMBEDMENT) 9 1/4' WEB STIFFENERS ((X� f U � � 061 1/4' WEB 5T1 ENERS .__12'xI2'xi-2' BASE PLATE 13' WIDE :: 12' DEEP GONCRE'E FOOTING W/ -. 15' WIDE x 12 DEEP CONCRETE ---- W/ 4-% -0x11 A. BOLTS "5 g 5' L'aNGITUDINAL s CENTER OF FOOTING -- lU / FOOTING W1 05 o 5' O.C. LONG. - % (STD. 3' NOOK ! 10' EMBEDMENT? Z �- _ ------ / 9) CENTER OF FOOTING _.___- - --- ---- _-- _ -`9 E) ; �� I/4 7 FINISH FLOOR 73- 6 . D3 ' 6' - '---4x6 PLATES, TYP. Ll A. - - = -- 2>,& PLATE of 20'-4' � I�_0. PORTAL. row.,4mrm10ORTA1. MRAME C�) 5C4LE 1/2' = 1'--0' SCALE: I/2' = I'-D' SCALE: I/2' = I'-D' Fie FRAMING MAY EZ ATTACHED CJIiN POWD R ACTUATED FRAMING MAY BE ATTAGNED WITH POWDER AG"UATED FRAMING MA7 BE ATTAGHI^D WITO POWDEF ACTUATED REV Y 1s ON 6101 COLUMNS.FASTENERS TO COLUMNS. FASTENERS TO COLUMNS. FAS!ENERa TO GO �� ` 7555 sdv tIERnlOso WAY (o -- �, --- �, ,:.,F 4 - -- --•-�—�— BUP20(11-0(1681 17of 25 NOTICE- IF THE PRINT OR TYPE ON ANY (' L 1 1 i l l l l l l ! VIII ! 1 1 11 1 I I I I I I I I I I I ! l i l l 1 1 1 1 1 1 ! ! 11 1111 ' 111111 VIII 1 1 1 1 11 1 1 1 1 1 1 ! 116� 111 111 1 VIII I IIIIIII 1111111 1 1 1 111 VIII 111111 11 111111 11 III III 1 11 11 11 IIIIIII 1111 111 I 4 I I �I 101 IMAGE ,S NOT AS CLEAR AS THIS NOTICE, 1 No 38 �. ..•r.� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E 8Z� S.- L 7 9 Z Z 'b�Z £Z Z I Z 03 8 t L t eft 9(1 3 t I2 4:K blt t Z T t t t T 1$ lB L Ie 9 £ Z T�niiw t II I� ') ill II IIII �IIII IIII�IIII IIII��►�IIIIII IIII�►I►IIIII►IIII► IIIIII!Ilillll III��iIII 1►Ll�lulu►��I►►IIIII�II��III�I�iulWll�ll►►ll►u��«u11111Uu1W1 �1�l�iu 1�►�I�� 11 �� IIII�I�IIIIIII� II.I II�III�I IIIIIII �I I I � �IIIIIIIIIIIIIiilllll�llllll� f,l�lllllllll�ll IIIIIII .I r- H �--- f- O 61► Lu � Lu z z Q p PROFFS' r 19105PE a OREGON y 1N 92 �iq 5, 39 Expires:6--30-04 Ix(o OAK CAP RAIL 2 1/4' TRIM •—r W CV N LLJ r N l rig ClItc cn 3/ ' PLYWOOD SHEATHING I6 TJI FLOOR J015T5 I I � _ _ , 8 s» QC � 0- Smro4 1 IQ SECT I ON a SCALE. 1/2' = I'-0' 3 6� ca 1112'-2'0 HANDRAV- ill tll ~— Ixfo OAK CAP RAIL t _ 2 1/4' TRIM -- - O n %,04 ltl � cYl to — 3-2x STRINGERS 2x4 STUD W,"LL DATE SOLID 5LOCKING —� \\� 9-20-03 2-03-04(oO DEGREE �' \ SLOPE 2xE, 51-11RINGER ---- �1 = NOSING STA I IQ soror I CAN 1 SCALE: I' = I'-0' � SCALE: I/2' = I'-Q' MIN:;TFlV1AN 7555 SW HERI♦IOSO WAN' �..� [;U{'1003-00681 18uf 25 oF 14 I NOTICE: IF THE PRINT OR TYPE ON ANY I I I 1 L 1 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l lii � l I Illi I I � I ill I�I�!LII � II III VI II III III Ilf 111 I �I III I � IIJ`I+`I III III III III III III III I I III III III I I III �I I I I 10 I 11 1 W IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT E , 6 Z g y ' t� 9 Z 1��1��► ��► II�� ► � �� ll► 1111111 LilaWl1�tl.11lLWlLLl11lll1Wlllll111L1III I I�hlill ROOF VENT COMPOSITION ROOFING uJ 5/8' SHEATHING -5IMP50N 1125 TIE (p 2x12 RAFTER 4x8 SEAM W/ HUC48 PORTAL FRAME .' \ C) L 26 G,4. FA5C'A GUTTER 2x6 FASCIA L" c,J " Z SCREEN VENT \_5OFF1T BOARD FlFD PR10) r,I N . 19105PE .7 ck: "OR E(',ON s i� PORTAL FRAME Expires.6-30-04, SEE 5TYiLICTURAL CALCULATIONS NUMBER 32 4 [DETAIL 4/510 --11l/8' TJI RAFTERS g 241 O.C. cn 2x4 WEB STIFFENER Ir cn --2x3 BLOCKING ROOF VENT -- LOWOR LEVEL ENTRY PORTAL FRAME 6NO SCALE: 1/4 = V-0/ \ j ' 2x6 BLOCK SOFFIT SUPPORT COMPOSITION ROOFING 150 FELT \ `�� 4 ---26 GA. FASCIA GUTTER 5/8' SHEATHING '-2>,8 FASCIA —21 WIDE SCREEN VENT 2x12 RAFTER -SOFFIT BOARD SIMPSON H25 TIE 4x8 F;-EAM UP HUC48 6 PORTAL FRAME / j 4xe BEAM UP 6 PORTAL FRAME 2(o GA FASCIA GU'TER 2x& F,43CIA 2' WIDE SCREEN VENT \\----SOFFIT BOARD PORTAL FRAME SEE 5TRUCrURAL CALCULATIONS ;9 LL"I cTl NUMBER .-;3 4 « in 0 DETAIL 1/510 z PORTAL FRAME SEE STRUCTURAL cil CALCULATIONS :3 NUMBER 32 DETAIL 6IS10 LLI ul 0 wP6- 15' WIDE x 12' DEEP C7NCRETE FOOTING W1 05 6 5' LONGITUDINAL ® CENTER OF FOOTING -- Lu a) r DATE AW6—A& AlWommill6k 9-20-03 JL 2-03-04 SHEET UPPER LB\/IEL ONTRY PORTAL FRAME LOWER LMVF=L ENTRY PORTAL FRAME MINUTEMAN SCALE: 1/4' V-0' POR SCALE: 114' = V-0' 7555 SW HERNIoSo 12 BUIP2003-00681 119ol'25 OF 14 -—Mr.— NOTICE: IF THE PRINT OR TYPE ON ANY A 11 IT I Ill 1111111 lit 111111�Iplill IIII 10 11 1 1 1lt� llllli � ! L, IMAGE IS NOT AS CLEAR AS THIS NOTICE, Ja IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT INTERMEDIATE BEARING OL NO LOAD BEARING WALL ABOVE M Load bearing or shear wall above ALLOWABLE HOLES ' TJI® Joists Web s rif f eners required (must star', over wall below when ^� (P For information on lateral each side at B3W Blocking panels present) Do not cut holes larger z Blocking load capacities, refer to /' may be required with No field cut 1. No field / f-- 0 0 holes in than 12 In cantilever cut holes in g p shear walls above or Blocking panel hc.tched See table— _ _— See table hatched � panel / current Trus Joist rim / 5e U1 board literature. / below-see detail 81 zone gee table See table zone Maintain adequate \ 6 End of joists 6" distance ffromin bearings � �` - �LxDZ 62 Lz 2xLZ LI I ill \ 6" 6" minimum minimum 1�6" at centerline 1j" ho!e (also applies typical ul N of support may be cut to 12'holes) Z TJIO rim joist--- Trus Joist �� anywhere rim board in web outside ' \ hatched area. C Al j A2 Must have 14" minimum joist A3 Must have 14" minimum joist B3 CB3W B� Minimum Isistance from Inside Face of Any Support to Nearest Edge of Hale Cut Holes with care f For other load conditions or hole configurations not included in this tahle, refer to and in the joist web �} PR bearing at ends bearing at ends TJ-Beams software or contact your Trus Joist representative. only ��I N� F S � N F S , CONNECTION OF MULTIPLE JOIST TAO/Pro"m ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ck: 10105PE y I \ DEPTH 2O 3.y 4yy Sy. 7yy 8 .. 9,y 1 ., 12y. 2yy 3yy 4yy 5y. 6'" 7" 85" g.y 1 yy 12" PIECES OF TOP-LOADED BEAMS 61' 1 O < e °1 f J 100TS 1'-6" 2'-0" 2'-6" 3'-6" 5-6" _ __ 1'-6" 20-6" 3'-6" 5'-0" 6'-0" � ' o ORE. N 4, 11" Width Pieces: 130 2'-0" Y-0" 3'-6" 4'-6" 7'-0" _ _ __ 2'-0- 3'-0" 4'-0" 6'-0" 7'-0" – _-- 9y�F�ar 15 Web stiffeners required LSTA24 (Simpson or USP strapwith _150 2'-0" Y-0" 3'-6" 5'=0" 6'-6" — 2'-0" T-0" 4'-.0' 6--o` 6'-6" _ A . ( p ) • Minimum of 2 rows 12d (34") nails at 12" o.c. oil250 2'-0" 3' 6" 4'-6_ 5'-6" 7'-0" _ 2'-0" 3'-_6" 4'-6" 6'-6" T-0" _ Lxpires:E-30-04 if sides of hanger do not twelve 10d x 1z" nails required at H55 • 1i „ 350 11-6 3-6 5-0 6'-6 7-0 _ _ _ 1 .6 3-6 5-0" 6'-6 7'-0 . . " " " ' " laterally support at least Minimum of 3 raves 12d (3a ) nails at 12 o.c. for 100c 1'-6" 2'-0" 2'-6" s'-6" 4'-6" 1'-6" 2'-0" 3'-0" a'-o" a'-s" / with lopes greater than 3 per foot 14" and deeper beams ' 3ooc Z-s" 3'-o a-0 5'-0 6'-6 2-� 3-o" 4'-0 5-s 6'-6" _ / 8" of TJI® joist top p y " " ----" " " , " -- lan e • Nailed connections require an additional row of _ v aooe 2'-0" 3'-0" a^o" 5`-6" e7—s" Y-0 Is a-o" s'-s" 7'-0" -7'-6" _�_ 100T'S 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'4" 6'J)" 1'-6" 2'-0" 3'-0" _ 4'-0" 6'-6" i'-0" A'-6" � Beveled web stiffener nails when nail size is smaller than specified 130 1'-6" 2'-0' 2'-6" 3'-6" 4'-6" 5'-0" 8'-0" 2'-0" 3'-0"_3'-6"_5'-0- 7'-6" 8'-0" 9'-6" / above (minimum 0.128" X 3") 150_ 1'-0" l'-0" 2'-0" X-0" 4'-6" 5'-6" 8'-6" — 1'-0" 2'-0" 3'-6" 5'-0" 7'-6" 8'-0" 3'-0" each side �f TJI oist _ _ Web Top flange 1a. 250 1'-0" 1'-6" 2'-6" 4'-0" 5'-6" 6'-6 9'-0"__— l'-0" 2'-0" 4'-0" 5'-6" 8'-0" 8'-6" _9'-6" _ —+ hanger Stra Halls: 32 _Width Pieces: /- `Ila" 350 1'-6" 2'-6" 3'-6" 5'-0" 6'-6" 7'-6" 9'-6' 1'-6" 3'-0" 4'-6" _6'-0" a'-6" 9'-0" 9'-6" TJI® oist f Ian a must bear 3,1 • 111 550 1`-6" 2'-6' 4'-0" 5'-0" 7'-G" 8'-0" 10'-6" 3'-6" 5'-0" 6'-0" 7'-6" _9',6" 9'-6" 10'-6" �-[� N n g Leave 2g Minimum of 2 rows 2 bolts at / / 100C 1'-0" 1'-6' 2'-0" 2`-6" 3'-0" 4'-0" 6'-6" _ 1'-0" 2'-0" 2'-6" _3'-6" 5'-0" 5'-6" 7'-0' [� fully on plate. Birdsmouth cut Face mount minimum end 24" o.c. staggered 300C— 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-6" 9'-0" 1'-6" 2'4" 3'-6" 4'-6" 7'-0" 7'-6" 9'-0" 5 �� v inside a e / --" " » " '-0" " ,-0" 1 '-0' must not overhangf c hanger distance 400C 1'-0 2-0 3'-0" 4'-a 5'-6 6-6° 9-s" _ 3'-0" 4-0" 5 6'-6 9-0 9 0 — „/� � W I of plate. Variable 130 1'-0" 1'-0' 1'-6" 2'-0" 3'-0" 3'-6" 5'-0" 6-6" 8'-E" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" T-6" 10'-0" 10'-0" 11'-6" —__ '"�+ 00 slope joist hanger Additional nailing or boning maybe z5o 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" a'-o" s'-s" i=o" 10'-0" __ 1' o° 1'-0" 2'-0" a's" 7'-0" a'-s" 10' 6� 1o'-s"�2'-0" G,Lj O 350 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 5'-0" 7'-6" 8'-0" 11'-0" 1'-0" 1'-U" X-0"h�-O' 7'-6" 9'-0" 1u'-6" 11'-0" 12'-0" `�'BIRDSMOUTH CUT allowed H1 Han er hei ht must be a H5 Lo required with side-loaded multiple member " " " — , » ---- " cn g g 55 14 550 1 -0 1'-0 2'-0" 3-6 5'-6 6'-6 8'-6 9-0 1 "-0 2'-6" a'-0' a'—u7-0 9'-0" 10'-0- 12'-0" 12'-0" 13--c-1 I at low end of joist only minimum of 60% of joist depth s beams. Refer to current product literature. �00c 1' o" 1'-0' 1'-0" 1'-0" 2' o" 2'-6" Y-6° a'-o" �''-o" ;' o" 1'-0" z' o° 3'-0" a'-o" s'-o" i'-o" 7' s" 9'-a" 1 Y ---_— — WE!B STIFFENER ATTACHMENT 300C 1'-0" 1'-0" 1'-6^ 2'-6" 3'-6" 4'-0" 5'-6" 6'-0" 10'-G" 1'-0" 1'-S" 3'-0" 4'-0" 5'-6" 7'-0" 9'-6" 10'-0" 11' 6" '� 400C 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 5'-o" 7'-0" 8'.0'-. 11'-0' 2'-0" 3'.6" 4'-6" 6'-0" 8'-0" 9'-6" 11'-0" 'I 1'-0" 12'-0" G 130 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5-C 7'-6" 1'-0" 1'-0" 2'4" Y-6" 5'-0" 6'-0" 10'-6" 10'-6" 12'-0" 13'-0" 2x4 one side. Use 2x6 if / 1" minimum 250 ! t'-0" l'-0" 1'-u" 1'-0" 1'-0" 1'-0" 3'-6" 4'-0" 7'-0" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 7'-0" 11'-0" 't 1'•.0" 12'-0" 13'-6" joist spacing is greater / a 311 ' ' » » " 350 1 -0` 1-0 1 -0 1-0 1 -U" 2'-6" 5'�•0 :i-6 8'-6" 10'-v" 1'-0 1 -0" 1-0" _3-6 6-0 7'-6" 11 -6 11'-6 12-6 13,-6- joist / 1111 — 24 maximum 16" 550 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-6" T-0" 7'-6" 1U'-0" 12'-0" 1'-0" 2'-6" 4'-6" 6'-0" 8'-6" 9'-6" 13'-0" 13'-0" 14'-0" 15'-0" V-cut shear blocking- O than 24" on-center. 2 „ -, " " " " " " " ,-, » ---" , ` /�' ! 100C 1'-0 1-0 1 -0 1'-0 1 -0" 1 -0 2'-6 2-6 4-0� 5-6 1 -0 1 -0" 1'-0',_2'-0 3-6 4'-6" 7-0 7'-6 9'-0 10-6 Trus Joist rim board • '��J Three 8d (2?"� box Halls, 300C 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" ?' 6" 4'-0" a'-6" 6'-6" 8'-6" 1'-0' 1' 0" 2'-0" 3'-0" 5'-0" s'-0" 9'-6" 10'-0" 12'-0" 13'-0' � V-cut shear blocking- 4aoc 1'-0" 1' 0" 1'-0" 1'-0" 2'-6" 3'-s" 5'-6" 6'-0" 9'-6" 11'-0" '- " 2'-0" 3'-6" 5'-0" 7'-0" 8'-6" 12'-0" 12'-6" 13'-0" 14'-0' clinched / Beveled web stiffeners � /Trus Joist rim bnc,,'d (Three 16c (32') box Halls at 3 1 z" a„ s' all l0" 1z" la . 7 „ z„ a” s” s" 10" lr' 141- 1 161" on both sides. Cut to 1 111 111 ® 350 1'-0" 1'-0" '1'-0" 1'-0" 4'-0" 7'-6" 13'-0" _ 1'-0" 1'-0" -0" 8'-0" 13'-0" 15'-0" 17'-6" _— match, roof slope. � 10d ,311 box 12 � 2 TJI joist flange widths) 1S„ 550 1'-0" it-ri" 1'-0" 3'-6" 6'-6' 10'-0" 15'-0" 1'-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'-0" --Web stiffener each side. 300C 1'-G ; —- 1'-0" 2'-0" 4'-0" 6'-0" 11'-0" 1'-0" 1'-0" X-0" 6'-6" 10'-6" 13'-0" 16'-6" ^ nails at 8" _ _ - _ See sizes below. 400C 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 8'-0" 13'-6" 1'-0" 2'-0" 5'-6" 9'-0" 13'-6" 15'-0" 17'-0" on-center 350 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 6'-0" 10'-0" 14'-6" 1'-0' 1'-0" 1%o" 6'-0" 11'-6' 15'-0" 17'-6" 19'-6" Tight fit — - 20" 5577 1'-0" 1' 0" 1'-0" 1'-0" 3'-6" 7'-0" 12'-0" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0" 14'-0' 17'-0" 18'-6" 19'-6" Beveled 9 W WEB STIFFENER SIZE 300C 1'-0" r-o' l'-O" r-o" 3'-0" 5'-0" 8'-0" 12'-0" — _ r-0" 1'-0" 1'-6" 5'-0" 9'-0" ,2'-s" 15%6" 19'_0" 111 111 X11 400C 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 4'-0" 8'-0" 12'-E•" '16' 0" 18'-0" 20'-0" 2x4 dock 12 i x 216 minimum - - — -- 0 /T� 311 211 X11 Leave-'13"web at top and bottom of hole. DO NOT cu*joist flanges. 2x4 block for 2 �� Beve'ed web stiffeners 14 e x 216 minimum _ Table is based on uniform load tables in current design literati ;e. sof fit support ^ �° on both sides 216" 1" x 25-" mimm�um • For simple span (5 foot minimum) uniformly loaded joists not requiring commercial concentrated loads, one maximum size round hole may be 1 (min.) BIRDSf.�rJUTH CUT allowed 3111 2X4 --� located at the center of the joist span provided no other holes occur in the joist. ®R� SIRDSMOUTH CUT allowed I R9W 2 y i at low end of joist only at low enol of1oist only ALLOWABLE HOLES - Beams and Headers —2x diameter of the largest hole(minimum) dept` o b —� A lkwed hole zone o 0 0 0 3 depth 0 0 NAILING REQUIREMENTS d) 3;par Allowed hole zone 3 span �y ® 1„ 1„ ---� -" �� V Cut only round holes TJI fists at bearings_ Two 8d (22 ) box nails (1 each side), 12 and only;n the center ` minimumlrom- ROUtlD HOLE-CHART of beam HEA.M DEPTH MAXIMUM ROUND • For uniformly loaded beams only. G Blocking els, rim Joist or rim board to bearing late: MOLE SIZE _ 9 P an _ —_�---_ – -- _ _-g-�-— ---- U_ r �n TJI@ blocking panels or rim joist: 10d (3") box nails at 6" o.c. 438" • Rectangular holes are not allowed. ` Q This Joist rim board: Toenoil with 10d (3") box nails at 6" o.c. or 16d — 54' 134' —__ Z Z 1 71" to 20" 1 2" • Holes in cantilevers require additional analysis. (32") box nails at 12" o.c. - Seo Illustration for Allowed Hole Zone t Shear transfer: Connections equivalent to decking nail schedule. Ca to 1�1 �• `� Rim board rim 'off ist or closure to T'JI®_Loist_ 14 width or less: �1 wo 10d (3") box nails, one each at top and �4 bottom flange. Q TX /ProTM 130, 350, 100C & 300C rim joist: Two 16d (32 ) box nails, one each at top and bottom flange. TJI@/ProTm 550 & 400C rim joist: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. DATE 9-gra-03 2_x_4_minimum_�yuash blocks: Two 10d (3") box nails, one each at 2-03 .04 top and bottom flange. MINUTEMAN 7555 SW tiERNIOSO WAY' BI-IPI-003-00681 20ur 25 CF 14 NOTICE. IF THE PRINT OR TYPE ON ANY r l i r I I ' III I I � ' I I I I I I I III III III III III !IT'TrT ►I ! III III I ! III III IIIIIII III III I I I I I I I I I III III III III III III I I III III III III III III IIIIIII I ! III III ! I I'Tamo' IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----- - —11------- 1 - ----- ---3 .._- ----4L-- - - 1 -- -61 - - - ----- --gL --- _ -�- .-----�--.� No.38 !T IS DUE TO THE (QUALITY OF THE ff(II��IIIi 6�Z LZ 9Z �Z � �i'Z II�II�EIIIZIIII III�IIZIIII�IIITI�ZIIII IIUII�7I,I(I IlEl3l�illll�ll8ll1lTllll�llLl�l i II�II9II1ITIIII�II9IIfITIIIIII6I►ItIIIIIIEII1ITIIII�IIZIIITIIII!►Itil�Tl►Il�ll�lllill►I�Il►l�Rllll�lll►8►I1-1- ujORIGNALDOCUMENTIEII I 1 i LII ILII9ll11Il1�1lll9Ullll111��Ti'11 £ ZIl IIITII�IIMIuN�► ► I GENERAL STRUCTURAL NOTES. � GENERAL: STRUCTURAL 4 MISCELL.AyEUS STEEL MECHANICAL GENEEgAL NOTES: I. THESE NOTES SET MINIMUM STANDARDS C DN5TRUCTION. TIME DRAWiNG5 GO'vERN OVER THE I. DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE STEEL CONSTRUCTION MANUAL I. MECHANICAL 5UB-CONTRACTOR 15 TO PROVIDE AND INSTALL ALL MATERIALS, EQUIPMENT, FIXTURES ANG UJ � X1.1 r GENERAL NOTES TO THE EXTENT SHOWN. OF RISC. SYSTEMS 'TO PROVIDE A GAS FIRED FORGED AIR FURNACE, BATH EXHAUST, GAS WATER HEATER AND 2. CON'rRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITION5 ON DRAWINGS AND IN FIELD. 2. ALL STEEL TO BE A36 EXCEPT AS NOTED. WATER SUPPLY TO SINKS, LAVATORIES, WATER-GL05ET5. SHOWERS, TUBS AND HOSE BIBSZ (p, WASTE DRAINAGE z COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH 3. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AW5 STANDARDS WITH ElOXX ELECTRODES. LINES FROM ROOF, FIXTURES AND SUB5l1I� F ,4CE DRAIN46F SYSTEMS CONNECTED TO A SEWER LINE A5 � ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS. NOTIFY OWNER OF ANY DISCREPANCIES. 4. UNLE55 "NOTED OTHERWISE, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS AND A307 FOR SHOWN OR NOTED ON CRAWINGS. 3. CONTRAC=TOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO CCMf=LE*i iON OF ANCHOR BOLTS AND CONNECTIONS WITH WOOD PROVIDE STANDARD PLATE WASHERS UNDER ALLjj VERTICAL .AND LATERAL LOAD SYSTEMS, BOLT HEAD5 AND NUTS IN CONTACT WITH WOOD. DRILLED ANCHOR BOLTS TO BE 'PARABOLT', uw 2. THE DRAWRNCsS INDICATE THE GENERAL SIZE AND PLACEMENT OF FIXTURES, VERTICAL SHAFTS, REGISTERS, UJ 4. WHERE REFERENCE 13 MADE 70 ASTM, RISC, AGI OR OTHER STANDARDS THE LATEST ISSUE SHALL 'KWIKBOLT' OR APPROVED EQUAL. EXHAUST FAN5 AND DUCT WORK ROUTING. THE MECHANICAL 5UB-C;' IS RESPONSIBLE TO APPL�' . 5. ALL STRUCTURAL TUBING TO BE ASTM ,4500 GRACE B. FY 46 K51. ALL STEEL PIPE TO BE A5TM PROVIDE A DETAILED DESIGN BASED ON SOUND ENGINEERING PRACTICES AND SHALL REVIEW DESIGN VJ O . ,.� 5. INSPECTION AND/OR JOB SUPERVISION SHALL BE PROVIDED BY CONTRACTOR Lb A501 (FY - 36 K51) CR ASTM A53, 'r1'f=3E E OR S, GRADE B (FY - 35 KSI). 6WITH THE OWNER AND OBTAIN APPROVAL BEFORE STARTING WORK m . ALL WORK SHALL BE IN STRIr,T COMPLIANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING 6. ALL LIGHT GAJOE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEL:L OF ASTM 4510 CODE AS AMENDED BY i1-IE STATc: OF OREGON AND ALl_ OTHER STATE AND LOCAL BUILDING REQUIREMENTS TTHAT APPLY. GRADE D WITH FY - 50 KSI. LIGHT GAUGE STEEL 18 GAUGE AND LI- C% •- r4TER SHALL BE FORMED FRM .1. THE MECHANICAL 5UBCONTRACTOR IS TO 51ZE THE GAS FIRED FURNAC:: .151NG SOUND MECHANICAL � ASTM A611 GRADE C WITH FT - 31 KSI, DETAIL AND FABRICATE LIGHT GAUGE 5TL.EL PER AISI � ENGINEERING PRACTICES i0 PRODUCE THE BEST BALANCE OF INITIAL COSTS, OPERATING COSTS, AN.. �Q 1. DESIGN CRITERIA: STANDARDS. A. BASIC ROOF LIVE LOAD. 25"/SQ.FT. EFFIGIENCY. THE FURNACE 15 TO BE INSTALLED IN A CLOSET. PROVIDE A ELECTRONIC PROGRAMMABLE 11�� y La 1DOOT G ZDAY I. NOVERSIZE ILLED OR PUNCHED HOLES WITH BURNING TORCH. THERMOSTAT. THF HVAC EQUIPMENT To MAINTAIN 68 DEGREES F DURING T►,� COLDEST WINTER FOR W 80 MPH EXPOSURE B SPECIAL INSPECTIONS HEATING cvul C- SEISMIC._.._.._.._._. .._.__.. _?ONE 3 THE FCL-LOWING 5PECIAL INSPECTIONS ARE REQUIRED. PROVIDE ENGINEER WITH COPY OF ALL D. r=LOOK__._.. _ 40 PSF INSPECTION REPORTS IF REQUIRED BY CODE. E. P5F 4. THE MECHANICAL S'15-CONTRACTOR IS TO PROVIDE A 50 GAL. CAPACITY OR LARGER WATER HEATER STAIRS-._._ _ ._..._....._._.10J� 1. SPECIAL INSPECTION REQUIRED DURING THE TAKING OF TEST SPFCIMENS AND PLACING OF ALL (51TH '%EARTHQUAKE STRAPS SECURING IT TO THE WALL. REINFORGEL7 CONCRETE EXCEPT SLABS ON GRADE. (1 SITE WOW: 2. SPECIAL INSPECTION REQUIRED OF ALL CONCRETE REINFORCEMENT PRIOR TO CONCRETE 5. ALL MATERIALS, EQUIP)ENT, SYSTEMS AND FIXTURES TO BE INSTALLED PER MANUFACTURER'S DIRECTIONS. 3. SPECIAL INSPECTTIONION REQUIRED OF ALL STRUCTURAL WELDING UL-1 PLACEMENT, EXCEPT SLAB ON GRADE REINFORCEMENT. PROVIDE FULL MANUFAG i URER'5 GUARANTEES AS PROVIDED FOR ALL APPLICABLE MATERIALS, SYSTEMS, EQUIPMENT AND FIXTURES. PROF UNLE55 WELLING IS DONE IN AN `<c,�� FS I. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER APPROVED FABRICATOR5 SHOP. ALL FIELD WELDING REQUIRE.. SPECIAL INSPECTION. SPECIAL \� ANG I Hep Ste. PAVED AREAS. INSPECTION OF WELDING MAY BE PERFORMEr-) ON A FER(ODIC 54516 PER U.B.C. SECTION 6. SELECT ONLY NATIONALLY RECOGNIZED MANUFACTURERS WHICH AVE•-RBEEN IN THE HEATING OR � 19105 UZ 2. IL MATERIAL 10 CON5IST CF A GRANULAR MATERIAL OR CONDITIONED 51TE MATERIAL. PLACE FILL 306 ' Ckf IN LIFTS NOT TO EXCEED 8' AND COMPACT TO 9390 STANDARD AASHTO T-180 UNDER FOOTINGS, 4. SPECIAL INSPECTION REQUIRED OF ALL NIGH STRENGTH BOLT (A325) INSTALLATIONS INSPECTION SERVICE, AND READILY AVAILABLE REPLACEMENT PARTS. > > UNDER PAVED :AREAS AND UNDER FLOOR SLABS. SHALL BE PERFORMED 4FTER BOLT INSTALLATION IS COMPLETE PER UBC, SECTION 306.(AXo. 3_ BASE MATERIAL IMMEDIATEL'r- UNDER SLAB TO BE 6' LAYER OF COMPACTED CRUSHED ROCK. 5. SPECIAL INSPECTION REQUIRED OF ALL DRILLED, EPDXY ANCHORS IN CONCRETE OR MASONRY. OREGON 1. THE DRAWINGS INDICATE ALLOCATED SPACE:, FOR DUCT WORK ROUTING CONSISTING OF, BUT NOT o9 a� 4� 4. SEE DRAWINGS FOR ADDITIONAL INFORMATION. NECESSARILY" LIMITED TO VERTICAL SHAFTS, J015T SPACES, FURRED CEILING SPACES, AND SHOW THE L/ qr'- 9 SHOP DRAWINGS: GENERAL LOCATIONS OF EC.UIPMENT, REGISTERS AND DUCTWORK THE MECHANICAL 5U5-CONTRACTOR �I A. SG�� FOUNDATIONS: PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. SHOP SHALL, IN DESIGNING THE hl/AC SYSTEM, MAKE EVERY ATTEMPT TO FIT DUCT SIZES IN THE ALLOCATED ? ; res;6-30--04! DRAWINGS OF BIDDER DESIGNED ITEMS ARE TO BE PREPARED BY, AND BEAR THE STAMP OF AN CONCEALED SPACES, AND SHALL NOTIFY THP JJNER IMMEDIATELI' IF ANY CCNDITION5 CANNOT BE MET. OREGON LICENSED ENGINEER (PRODUCT ENGINEER). SUCH DRAWINGS SHALL CERTIFY THAT ASSUMED MAXIMUI`' DESIGN SOIL BEARING P THE DRAWINGS HAVE NOT DEVIATED FROM THE DESIGN IN ANY WAY, OR SHALL CALL TO Tl_!E 8, ALL WGRWORK OF TO BE CAREFULLY COORDINATED WITH WOOF OTHER TRADES TO PROVIDE COMPLETE SSURE=1500 psl ATTENTION OF THE OWNER THAT THE PRODUCT ENGINEER HAS DEVIATED FROM THE DESIGN DRAWINGS. OPERATIVE 5Y5TEr15 AND TO AVOID CONFLICTS. FOLLOW PF 7-MANUFACTURED WOOD JOIST � SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE SHOP DRAWINGS. MANUF,4CTURER'5 RECOMMENDATIONS FOR ALLOW,,1,bLE J015T HOLE SIZES, HOLE PLACEMENTS AND DOTING HALL •�{E FOUNDED ON FIRM, UNDISTURBED SOIL. SPACINGS IN THE JOISTS. 3 .',l_: FOOTINGS SHALL BE MINIMUM OF 18 INCHES BELOW FINAL GRADES OR 12 INCHES BELOW EXISTING GRADE, WHICHEVER 15 LOWER. 9. AFTER COMPLETE INE'ALL.ATION OF GAS FIRED FORCED AIR FURNACE SYSTEM, THE 5UB-CONTRACTOR '..� SHALL. BALANCE THE SYSTEM TO PROVIDE ACCEP"TED COMFORT 5TANDAR-DS, U� 4 BOTTOM Or- FOOTING SHALL BE STEPPED FROM ELEVATION AT 24 INCHES HORIZONTAL TO 12 Cr INCHES VERTICAL STEPS, IF STEPPED FOUNDATION IS REQUIRED. 10. FOR ALL SUPPLY DUCTS RUNNING THROUGH EXPOSED EXTERIOR WALLS, ATTICS, OR CRAW � NL 3PACE5 � SAID( FRAMING LUMBER: INSULATE DUCTS WITH MIN. R-8 DUCT INSULATION. CONCRETE' ll. PAINTED STEEL FLOOR REGISTERS WITH INSET BALANCING DAMPER CONTROL. 51ZE PER DRAWINGS WHEN O C I ALL SAWN LUMBER SHALL BE SEASONED, 545, AND GRADED IN ACCORDANCE WITH THE 1970 INDICATED, WHEN NOT INDICATED, SIZE USING SOUND MECHANICAL ENGINEERING PRACTICE TO WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) RULES BOOK AND GRADE STAMPED BY THE PRODUCE 'LOWER END' VELOCITIES, 1-0 REDUCE NOISE. MECHANICAL 5U5-CONTRACTOR 'i O L � =Y r. STRENGTH: AVERAGE CONCRETE STRENGTH TO BE 3000 PSI ,AT 28 DAYS PLUS INCREASE DEPENDING WWPA OF THE FOLLOWING GRADES: COORDINATE WITH GENERAL CONTRACTOR AND OWNER TO DETERMINE EXACT NUMBER AND PLACEMENT C' ON THE PLANT'S STANDAR( DEVIATION 45 SPECIFIED IN AGI OF REGISTERS PRIOR TO INSTALLATIONS. ~- ^ STUDS: DOUG FIR, STUD GRADE. cyD 2. MINIMUM MIX REQUIREMENTS: PLATES, 51LLS AND BLOCKING: DOUGLAS FIR, NO. 2. 12. ALL [DOMESTIC WATER LINES TO BE PER UP.C. REQUIREMENTS C4 Q LOCATIONCOMPRESSIVE SLUMP MIN. ADMIXTURES WATER/ JOISTS: DOUG FIR, NO. 2 OR BETTER STRENGTH (A) CEMENT 5EAI`15, csIRDER5, HEADERS, LINTELS AND RAFTERS., DOUG FIR OR DOUG FIR-LARCH, NO. 2. 13. INSULATE ALL PIPING; LINES RUNNING IN EXPOSED EXTERIOR LOCATIONS, IN UNHEATED INTERIOR '�"+ w CEMENT MISGELL 4NEOUS FRAMING: ALL SPECIES, STANDARD OR BETTER LOCATIONS OR IN EXTERIOR FLOOR, ROOF, OR WALL CAVITIES. C � (P51) CONTENT RATIO BOARDS: NO. 3 COMMON OR STANDARD. C, 14. BURY ALL EXTERIOR WATER PIPES AND WASTE LINES MIN. 30' BELOW GRADE OR AS REQUIRED BY BUILDING FOOTINGS 3000 0-5' 5 NONE 0.45 OFFICIAL, 15. COMBINE WASTE VENTS, WHERE P0551BL_E , TO MINIMIZE ROOF PENETRATIONS. GRADE G.C. (D) SLABS ON 3500 2-4' S i/2 WRA (B) 0.40 �jHEATHING: (INTERIOR) 16. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNMENTAL CODES AS IT APPLIES TO THIS WORK I. ROOF SHEATHING SHALL BE ORIENTED STRAND BOARD (05B), APA GRD ADE-TRAEMARKED SLABS ON 3000 2-4' 5 I/2 WR,4, AE (C? 0.45 GRADE STRUCTURAL I, EXP05UFZE I. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE 1/161, WOOD FRAMING (EXTERIOR) INDEX 24/16 OR EXPOSURE 1 PLYWOOD. I. ALL LUMBER SPECIES AND GRADES TO BE AS FOLLOWS (UNLESS OTHERWISE NOTED). 2 WALL SHEATHING SHALL BE ORIENTED STRAND BOARD (053) APA GRADE-TRADF_MARKED A. JOISTS, BEAMS AND STRINGERS._..DOUGLA5 FIR 02 WALLS AND 3000 2-4' S I/2 WRA/PT20 (E) 0.45B. BUCKS, BLOCKING, BRIDGING 4 MISC.-__-DOUGLAS FIR OR NEM. FIR 03 STRUCTURAL 1, EXPOSURE I. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL 13E 1116', GOL UMi`i5 INDEX 24/16 OR EXPOSURE I PLti`'JJOOD. 6 D' NOM. AND GREATER BEAMS AND STRINGERS_ OUGLAra FIR 01 C. 2 x 4 5TUDS_DOUG--LAS FIR 'STUDS' OR 'STD' d BETTER_MISG. 3000 0-5' S WRA 0.45 3 FLOOR SHEATHING SPALL B'c 'ORIENTED STRAND BOARD (OSB), APA GRADE-TRADEMARKED D. 2 x 6 STUDS t LARGER-_.DOUGLAS FIR 02 �. SLUMP EXCEEDING 5PECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE �1zOJECT EXCEPT BY STRUCTURAL I, EXPOSURE 1. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE 19/321, E. SILLS, LEDGERS, PLATES, ETC, EMBEDDED IN OR IN CONTACT WITH CONCRETE .PRI=SSURE ':)KITTEN APPROVAL FROM ENGINEER. INDEX 40/20, OR EXP05UrRE I PLYWOOD OR EQUAL. TREATED DOUGLAS FIR 02 B. WRA = WATER REDUCING AGENT 4 INSTALL FLOOR AND ROOF SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORTSF. POSTS___DOUGLAS FIR 01 2. ROOF, FLOOR AND WALL SHEATHING TO BE APA RA- ED SHEATHING, EXPOSURE 1, CONFORMING TO C. AE --. A,R ENTRAINMENT AND STAGGER END JOINTS. APA PEF6=ORMANC;E STANDARD P5 1-83 AND TO IC50 NER-108. SEE DRAWINGS FOR RECaU!RED D. UP TO 11/2% GAL, CHLORIDE ALLOWED DUR1NCs GOLD UJEAT'aCR THICKNE55 OF SHEATWING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH 5 BLOCK SHEATHING AT LATERAL RESISTANT PANEL LOCATIONS WITH 2x4 BLOCKING AT ALL LONG DIMENSION PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS (UNLESS NOTED E. POZ'_OTEG 20 RECUIRED FOR CO ;�::F.ETE PLA(_ED BELO'I 40 F. EDGES. OTHERWISE IN *DRAWINGS). USE SPACER TOOL TO PROVIDE 1/8' END AND EDGE JOINTS, INCLIJ:)ING TONGUE AND GROOVE JOINTS. INSTALL 2 X 4 OR THICKER BLOCKINCx AT UNSUPPORTED JOINTS IN 3. PLACE AND CURE Al_L CONCRETE PERACI CODES AND STANDARDS. WALL 5HEA T Hit'NG. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. 4. PROVIDE CONTROL JC)INT5 IN ALL INTERIOR SLABS ON GRADE AT 25'4' O.G. EACH WAY MAXIMUM NAILING: 3. FRAMING ANCHORS, JOIST HANGERS, POST GAP5, ETC. TO BE 'SIMPSON' OR APPROV,,D EQUAL. 4, ALL BOLT HEADS AND NUTS BEARING ON WOOD TO FSE PROVIDED WITH A WASHER. UNLE55 OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY (3/4') TOOLED JOINTS AT 30'0' O.C. IN ALL 5. ALL NAILING TU BE PER TABLE 23-11-8-1 OP THE U.B.G. NAIL5 CALLED FOR ON THE DRAWINGS ARE TO BE EXTERIOR WALKS AND SLABS. COMMON NAILS_ NAILING INDICATED ON DRAWINGS ARE 'COMMON' NAIL5. MINIMUM FRAMING NAILING SHALL ro. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. I' DIAi`1ETER HOLE MAY BE DRILLED IN THE 5, SLEEVES, PIPES OR CONDUITS OF 41_UMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE CONFORM tJ OF�EGON STRUCTURAL SPECIALTY CGDE TABLE 23-I1-B-1. CENTER 1/3 OF THE MEMBER DEPTH. ALL. OTHER HOLES TO BE APPROVED. UNLESS EFFECTIVELY COATED. 1. STUDS MAY BE NOTCHED PER CC'DF REQUIREMEN'S 2 ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (hi$J CONFORMINr TO s ASTM 4.301. ALL BOLTS AND L4G5SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS OTHERWISE NOTED. 8. ALL LAMINATED BEAMS TO BE DOUC-sLAS FIR WITH FB = 21 K51 PER RITC 111 SPECIFICATION. REINFORCING STEEL: COMBINATION 24F - v4 FOR SIMPLE SPAN BEAM13, ALL OTHERS 24F - V5. LAMINATED GCLUMNS TO BE 3 JOISTS HANGERS, HO�UDC:WNS, STRAPS, AND OTHER FRAMING ACCESSORIES ARE RcFFRi-:ED TO ANY COMBINATION SYMBOL AND GRADE WITH FC - 1500 PSI MINIMUM AND E - 1,800,000 PSI ON 7RAWING5 BY PARTICULAR TYPE AS MANUFACTURED BY THE SIMPSON COMPAN''" ;.AN I REINFORCING BARS SHALL BE NEW BILLE'r STEEL AND CONFORM TO 45TM A615 GRADE 60 FOR LEANDRO, CA. EQUIVALENT FRAMING AG: MINIMUM. .APPEARANCE GRADE TO BE INDUSTRIAL, UNLESS OTHERWISE NOTED ON DRAWINGS. AITGE550RIE5 BY OTHER MANUFACTURERS MAY BE OF A.P.A.-E.W.S. CERTIFICATE REQUIRED. GSE WATERPROOF GLUE. d) ALL REINFORCEMENT SUBSTITUTED, Pf"OVIDELD '*4LT 1.1AVE ICBO APPROVAL FOR Ea- �L LOAD CAPACITIES. ALL HARDWARE* SHALL BE =AETEi,IED PER MANUFACTURER'S 5PECIFIC,4TION5 UNLESS OTHERWISE WOOD CHORD PLYWOOD WEB JOISTS 2 WELDED WIRE FABRIC SHALL CONFORM TO A5T1'� A185. NJTED. 1. ALL J015T5 ('TJI'8) SHALL BE MANUFACTURED AND DESIGNED BY TRU5 JOIST CORFOIwTION OR A 3 REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH AGI 4 SILL PLATES SHALL 13E r30LTED TO FOUNDATION W1Ta-! 5/r3' DIA..IETCR x 10' LONG ANCHOR BOLTS PRIOR APPROVED J015T MANUFACTURER TO THE FOLLOWING LOAD REQUIREMENTS: � CODE 318 AND AGI MANUAL 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE SPACED AT 4'-0' CENTERS MAXIMUM, WITHIN 1'-0' :>F 51L! PLATE EivJS, CO"ER5 OR SPLICES, FLOOR J01570i: FREE= FPGM LOOSE MILL AND RUST SCALE, OIL, DIRT AND OTHER COATINGS OF ANY MANNER UNLE55 OTHERWISE NOTED. A. 40 PSF LIVE LOAD THAT WILL FzEDUCE BOND. B. 14 P5F DEAD LOAD Q 4 REINFORCEMENT SHALL. BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO METAL PLATE CONNECTED TFRUSSES: C. JOISTS DE510,NED PER U$.0 PREVENT DISPLACEMENT. BARS ADJUST TO EARTH SHALL BE SUPPORTED BY CEMENT 2. ALL BRIDGING, BEARING HARDWARE, BLOCKING, HANGERS, ETA:.., THAT CONNECT TO THE JOISTS6 � � Z � MORTAR CUBES. SHALL BE PER TRU5 JOIST CORPORATION STANDARD DETAILS. -1 Q (� ' METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE 3. J015T ERECTOR SHALL EXERCISE EXTREME CARE DURING ERECTION OF JOISTS TO PREVENT THE JOISTS 73 5. THE FOLLOWIhIG MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCEMENT: WITH THE 'DESIGN 5PECIrIC'4TION5 FOR LIGHT METAL PLATE CONNECTED UJCY)D TRUSSES% TPI-24 FROM BUCKLING LATERALLY. USE SPREADER BARS FOR LIFTING JOISTS AND PROVIDE LATERAL AS PUBLISHED " r THE TRUSS PLATE INSTITUTE (TPI). BRACING A5 NECESSARY, REMOVE ANY DAMAGED JOISTS FROM THE JOB SITE. DO NOT e,TTEMPT TO W IU IL I REINFORCE DAMAGED JOISTS. 0 � 1 3 INCHES CONCRETE CAST AG 11NST EARTH. 4. SHOP -'RAUJING3 AND CALCULATIONS SHALL BE SUBMITTED AND STAMPED BY AN ENGINEER - � --::1 2 INCHES CONCRETE EXPOSED TO EARTH OR ILIEATNER l"6 AND LARGER) `� ' i-1/2 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER (05 AND SMALLER). REGD ISTEREIN THE STATE OF OREGON. �� ^ 3/4 INCH CONCRETE NOT EXPOSED TO EARTH, 5LA55 4ND WALLS, x 3 6 PLACE 2'-0'x2'-O' BARS ,4T CORNERS AND INTERSECTIONS FOR WALLS AND FC'JNDATIONS z y: EQUAL IN SIZE ANp SPACING TO HORIZONTAL REINORCING. ELECTRICAL GENERAL NOTES: ►. ELECTRICAL 5UB-CONTR.ACIOR TO PROVIDE AND INSTALL ALL MATER14L, EQUIPMENT, FIXTURE3, AND . 1 REINf=ORGEr"tENT SPLICES SNA'_L. HAVE <i MINIMUM LAP OF 32 BAR DIAMETERS, 24 INCHES M"NIMUM. SYSTEMS 70 PROVIDE ELECTRIC POWER ^ISTRIBUTION, LIGHTING, TEL_EFHCNE, AND GABLE. PATE 2. THE DRAWINGS INDICATE THE GENERAL PLACEMENT OF LIGHTING FIXTURES. INTENDED CONNECTION6 �-20-03 BETWEEN SWITCHES, SWITCH OUTLETS, GR LICxL;T FIXTURES ARE 5WOWN ON THE DRAWINGS. THE ELECTRICAL 2_ .. 03-04 5UB-CONTRACTOR SHALL DETERMINE ACTUAL WIRING SIZES, CIRCUIT, CONFIGURATIONS AND PANEL SIZES, SHALL CAREFULL7 REVIEW THE DRAWINGS FOR F'055115LE ERRORS OR OMISSIONS, AND SHALL NOTIFY THE OWNER IMMEDIATELY IF 50 FOUND. 3. ALL ITEMS NOT SPECIFICALLY SCHEDULED OR NOTED, PROVIDE FULL MANUFACTURER'S INFORMATION TO THE OWNER FOR APPROVAL. 4, COORDINATE WITH OWNER? AND UTILITY FOR SERVICE CONNECTION. SHE)=T 5. PRIOR TO BEGIN�'ING WORK MEET WITH OWNER g 51TE TO DETERMINE EXACT LOCATION 0- ALL FIXTURES, 5WITCHE5 AND RECEPTACLES. 6. 4LL ELECTRICAL POWER CONDUIT OR WIRE SHALL RUN IN CONCEALED SPACES UNLESS OTHERWISE APPROVED BY OWNER 114 NIINII I E.N1AN 1. ALL WORK SHALL COMPL.T- WITH ALL APPLICABLE GOVERNMENTAL. CODES A5 IT 4PPLIE5 TO THIS '.UORJC. 1� 7555 Sw IIE;RMOSU WAI OF 11LIP2003-00681 21 of2 5 NOTICE: IF THE PRiNT OR TYPE ON ANY r11- 111 III III IIIIIII VIII I IIIIIII VIII 11111111 11rIT�rlllllll 11111 I IIIIIII IIIIIII 1111111 ! Ifll 1 !III111' III�III IIIIIII Illff IIIIIIIII III III flflIil Ilfllll IIIIIII III� I I l I I I ( II 1 � IMAGE IS NOT AS CLEAR AS THISNOTICE, i + 11 I " [ - I1 -! -- l-- _I. l __._ + 6 I �f I g Id I 1�. I 1� .�(. _ __ _�_ __ -_l ___ �____ _ i- -�>✓ � _ IT IS DUE TO THE (QUALITY OF THE No.38 ORIGINAL DOCUMENT ( �E 6Z 6Z LZ SZ Z �Z SZ Z till, 8t I Lt StSt t Et Zt tt �t �6 8 L 9 9 1► lE: Z I i�iMLIN � i �I1I11�1�u111llllilll IIL�IIIIIIII1111�1111�111 �I11 f I I I I 1111 IIILIIIII►�IIIIIIII�Iil.11llllll► IIIIII�IIII it IIoII �II�I111111 11.il�iIllillll�I�IIIIlll111111111111�1Ill�llll lli.(Lf llllll'�11 RIDGE VENT RIDGE VENT Ix4 IRIM 12' DIA. VENT Z 0) Ot-IFOSITION ROOFINC3 Lu LIA z 12 7 2x8 FASCIA ��`�'�N�INfFFSS, TTIF PTHTFFFmTmm- r.Lr CEDAR SIDING _L OR 15, A-T-t-I-L- - BRICK VENEER T-11 -T'-i—T`r`r r-L E r'_xpires:6—30—0 ITEM ' U1111111111111 11 211111 1 'Mill 11 5/4x& TRIM VINYL WINDOWS "1/A INSULATED GLA;,6 I T I . . . . . . . WAINSCOT r *41 J I I T C) cn xry FRONT ELEVATION � Po Ir SCALE: 5C,4LE: 1/4' = 1'-0' -7 oz ............. FEE— IUL z J=_ DATE 9-20-03 2-03-04 MINUTEMAN ELM VAT I ON755; SW FIERMOSO WAY 3 SCALE: 1/4' 1'-0- LEFT SIVE BLUvAT I ON BUP2003-00681 22of25 SCALES 1/4' V-0' SCALE: 0 1 2 3 4 5 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, FIT74 - T]_1 111 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT 9 INii L 9Sl ZIl.lI�.111 1I5�I�II lt1J ZI1�l�u�II ZIIIIII tI I +I�I8ll�ltli—lllllLlllill 'Ill,llI 1111 � 'will Alu I NN ►ti IL ~ r 7 (p U �o aPRor Ve 1 p E I --_.-------------- - - -- ---- - --------. - �-- � OREGON � --- --- - - _ _- - --_ -�- - -_-12 - /F( q SC�� - -- - -- --_- - - - --__ - -_-- - --- _ \ - - - -- - = -- E x p i r s:6-30 0 4 COMP051T;ON ROOFING �f — ---- - (- - - _- -- - - — - _ ---- 12 ---- - - - -- --- - - - -- - _ v W C V �I -- --- -- — — — _ - - - .xa F45CIa C4 cx) --- — �� cc ------ - — -._-.- ---- -- - -CEDA5iDING �. -"- - �---- 5/4x(o TRIM r•erpeL rI� — — --- gAILM---. -- -- VINYL WINDOW: W/ -- — INSULATED GLASS -- - - —= — _ - ---- ----- -- _- (U-0.40 -- --- ----- - - ---- - -------- ------- - - --- - - -- -- ---- -- - -- --- / - - BRICK VENEER IL T 5/4x6 TRIM ♦ -- L _ \\�� _- VINYL WINDOWS W/ / - \ 31=:ICK VENEER - c� - _. _ -- ��-- (RAMP UP TO DOOR RAMP UP TO DOOR -� (25'.' MAX.) (2`"> MAX) W- ty IL REAR raLAVAIr ION 1 SCALE. 1/4 = 1'-0' r m 11 � CnZ � _UI—L a o v lj DA�>= 2-03-04 N11NIJEMAN 7555 SW FIERMOSO WAY SHEET D l I P200 -00681 23of 25 SCAI..E- 0 1 2 3 4 5 IC' of 10 NOT ICE: IF THE PRINT OR TYPE ON ANY r�r ISI I I IIIS II1II III Jill -II-I Ili 1 I_1� ill II-SI II..I_I.L1lI1I-II Lill II(T[TrT1l!�ISI I(!ItgISII _I (II I � I 1I(III (I ISI Ii (I II�I �I� II III IISI II(I � t(t II�I�II ! It�1 I � I L� �I II (1I1IIUI IMAGE IS NOT AS CLEAR AS THIS NOTICE I1II I � I' III(I ,I III IIIIIIIII 1I � �,� IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT �S 8Z 81Z LZ 97, s1Z tT SZ Z IZ oz 6t t? Lt 8T �t 6t fit Zt tt [ 8 I 9 I , T 11�� lill111 «�►��u �u► ll�� u 1�� ►, •f �� L4 CLd ^, ZZ LT) 0* v � w 27'-5' 4'-0' --------------------------- -- 39'-2' - --- - 26'-0 I/2' 3'-9' 3' 3' C -- -- - - - - ---- - 3/4' 4'-II I/2' 16' 2'- � 0 ' rte' 181-010' - - — --- -- - - -- - - - - 35'-4 3/16' _ - - 2 0• ------- ------ - - --- Lu z � Q �j PRUF,S c ANG I N lopt -_ - --- -- -- ------ - - -- ------- o 1910 'PE O O O rCOREGO A Perforator/ Paper Lxpi�es:6- 30-0 Scoring Machine 6) �1 72'x30' Table Cutter / i y- SHIPPING 109 ------ - OFF I CE - — _— IfI 72'x30' Table B , LOBBY A .j �f C� - HFAR WALL PANELS: � � 001/2' CDX ONE SIDE W/ OIF— 10d COMMON NAILS V 4' O.C. aINDING ,-",REA E'-� L i O r � ALL EDGES, 12' O.C. FIELD -- L._` 5/8'm ANCHOR 5OLTS 24' O.C. j IIQ �— - LLI j -�� ------ v� Front Counter ►�"' '�l" Cy"' Lr.I L— ------ JAN.ewcT�� 72'x30' Table 72'x30' Table � n -1 II KITCHENETTE' �? O 1 I L lght Expos. II OMEN' Table Table --� PRESS ROOM ---, Fm] i PRE-PRESS 103 � (L IL -- STORAGE -- -J o MEN , r - IT R--jILL _._ Z- 6 Q - - -------- ..----- 21'-0' U4 w - i ZNo REV IS-ION LLU LOWER LEVEL FLOOR PLAN City of Tigard SCALE: 1/4' r 0' Approved Plans '.l-10-03 Date /G O� 2-03-04 t3 OP 2-00 - 0d1� 1 �EIVE(.� §:—!J S64 1,1C-91-7050 NORTH MINUTEMAN S►-cE 7555 SW HER111OSO WAY BUP2003-00681 24ol'lS SCALE: jmt— u- .1 oO 1 2 3 4 5 10 3200 SGS. �T . OFFICE COPY .,yr�_AH` w�.•��rw+��aa� •�r�+m�!!�narenivnyrY .rtwwr�wr..+*�a, ,��a..rmrea�,. � .. ._ .... .- -...,� a ,?a�+��»yp �rvSGi `•e: NOTICE: IF THE PRINT OR TYPE ,�..�.. YPEONANY 1 ill III III III III III I i III III SII I III II1 �111 Ill III III III I I III 1111111 III III III III I I III III III III III III II II III III 1111111 III III 111 ' 111 III III IIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF T HE No 36 -' -' ��► ��►►fll6llIlZ�lll!�� z F � 1 � 9ORIGINAL DOCUMENT 'ItIl 11IIi9t,1,1 ihililill ZI1 11 11 . 6iT.. L I TI��fMllll i i, llllll►lill��lli�ll) f ' { r Z w � II'-6' 22'-6' 8'-� I/4' 4'-It 1/4 3'-9 25 -0 I/2 3 -9 8 3 1/2 3 9 5 3 3 9 8 I/2 3 9 �Q _ _- --- ----- — -------- --- -- - - - -- - - ----- ✓ uu Z � w I Q PRl)FF p 1 NEF,PSJ�� 1910 PE I Q o OREGON 9ti Tiq`. 15 A aA A a a aO �F� A . S C> C> I OA OA F r, Ires:6-30-04 A 9'-11' 4'-3 1/2' 33'-0' 15'-3 1/2' -- -- cv c\j U� ZZ Lei,] �I , cn q ►�--+ � c� GO '4 LJ C> GENERAL CFFICE cn L� w I O C STAIRS 26 - p 2m J —_ - - 4 a CORRIDOR 9 202 fa EN._RAL OFFICE 6 3 4'-3 1/2 3 1/2 T-4 1/2 MEN'S `T a° 201 r d JANITOR SINK LAV WG us ° STAIRS 24 ° ° 2'1 L zm-7 j A_N I TOR - - ►- LAv In J A d O - --- MEN'S Ur_ d _ 4 I' 7' 4 1/2' a ° r I __ �2 LOBBY 4 201 ° 4 d 23 ° v d A> � 1 A A A (A>I A A 21 I C> O <�/ 0 ^^— dLL d o 1J d ° ,tt Q N r ► O � m I ----- --------- ' 9' 5'-1 1/2' 5'-6 1/2' 3'-9' 3'-9 5'-3' 3 -9 2 -8 I/2' 12'-" i/2' 3' 4 30'-2' 19 -8 _ 30'-2' 01 -- - -- ---------- 2'-0' L16'-O' 2'-O' 3O'-O' DAtE - —--- --------- ---- - - ----__...._ _-— ---- -- — ---._ .. -------- -------- _ i �� - - 2-03-04 FA ` 1 NORTH SHEET h1INUTEMAN M04IN LAVOL. FLOOR PLAN75.5-55 SW tiERNIOSO WAV 1 SCALE: 4' = 1' 8(11'2003-00681 25of 25 SCALE: 3200 SQ. FT. of 1� NOTICE: IF THE PRINT OR TYPE ON ANY I1-II II1 III 111 Ilt III III t 1111 III III I I II1 111 1I1 Ilr III III III ! I III III III III III I�I Ili I I1Ill ! !II tl II!I! �I ! I! 1I1 !�j!I ! II !Il !�1 ! I �III! I !I1 II ! III!III ! III VIII�jII `� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I- - I I it---I -- I_ 1 I I -I1I 14L —� I _. I �( -- I - I I F)L--I � -%1i- �--i`i-— - � - i>� ��l1111L1111►1L1II81-1I�-�1—u111-91-i-lW-1l_l11llbNUoll3I lelll�E®^ :IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �UZ 8 t 6 9 _ � IIIIIIIuI1191lT � ElT(II�S8IIII6I1I9II1ZLIti,1171111,1, liii � ( I � � Ijlul Z uuTlil�,��!�►�1��11 r