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19895126 Bldg Plans 07081988�(m m Ll f 0 1pmeLEmg Tl_�MEOU km CONTRACTOR COORDINATION NOTES THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT MANUFACTURER OR SUPPLIER, AND /OR LOCAL JURISDICTIONS FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH THEIR WORK. THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER TO SERVE AS A 'BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE CONSTRUCTION PROCESS. 1. REVIEW MANUFACTURER'S PRODUCT LITERATURE AND GENERAL NOTES FOR INSTALLATION INSTRUCTION UNIQUE TO THE PROJECT CONSTRUCTION TYPE (i.e.., 1 -HOUR EXITWAY REQUIREMENTS) A. HVAC EQUIPMENT AND DUCTING B. RECESSED AND SEMI - RECESSED LIGHTING C. ALL EXHAUST FANS AND DUCTING D. RECEPTACLE BOXES (i.e., T.V., TELEPHONE, ELECTRICAL, PLUMBING) E. ANY OTHER BUILT -IN OR RECESSED EQUIPMENT WHICH MAY PENETRATE THE INTEGRITY OF A RATED FLOOR /CEILING DR WALL ASSEMBLY. 2. REVIEW LOCAL JURISDICTIONAL REQUIREMENTS FOR COMPLETE INSITALLATIONS OF THE FOLLOWING: A. FIRE EXTINGUISHER SIZE AND LOCATION B. EMERGENCY LIGHTING AND EXIT LIGHTING 3. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH LOCAL• JURISDICTIONAL REQUIREMENTS. A. GAS UTILITY B. TELEPHONE C. CABLE T.V. UTILITY D. POWER UTILITY (VAULT REQUIREMENT - EASEMENT) E. TRASH SERVE 4. THE FOLLOWING ITEMS SHALL BE BIDDER DESIGN SYSTEM. THE CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER AND BUILDING; DEPARTMENT WHICH COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS A. BUILDING AND SITE ELECTRICAL B. HVAC SYSTEM C. PLUMBING SYSTEM D. SITE IRRIGATION SYSTEM g , rl Re Pa,Pog 49_(cvr� M'1 i V4_w 1�i _ 11, I_1 INDEX CS COWER SHEET SP SITE PLAN EXTIERIOR ELEVATIONS Al FLOOR PLAN, SCHEDULES AND NOTES A2 ROOF PLAN AND DETAILS, TOILET ROOM E1 LIGHTING PLAN STATISTICS ZONING: COMMERCIAL SERVICE OCCUPANCY: A2.1 /82 /E1 /E3 CONSTRUCTION TYPE: V -1 HOUR INSULATION: InSUliation requirements have been verified by Chapter 6 of the Washiington State Energy Code. CEIILING: R30 MINIMUM EXTIERIOR WALLS: R11 MINIMUM FLOIORS: R11 MINIMUM GLARING: DOUBLE WITH 1/4" AIR SPACE MARK A. ANDERSON & ASSOCIATES Structural Engineering Consultants P1_01S AND ELEVATIONS A3 EXTIERIOR ELEVATIONS A4 BUILDING SECTIONS A5 WALL SECTIONS A6 DEIIAIL SHEET A7 GENNERAL AND STRUCTURAL NOTES S1 FOUNDATION PLAN S2 FLOOR FRAMING PLAN S3 ROOF FRAMING PLAN E1 LIGHTING PLAN STATISTICS ZONING: COMMERCIAL SERVICE OCCUPANCY: A2.1 /82 /E1 /E3 CONSTRUCTION TYPE: V -1 HOUR INSULATION: InSUliation requirements have been verified by Chapter 6 of the Washiington State Energy Code. CEIILING: R30 MINIMUM EXTIERIOR WALLS: R11 MINIMUM FLOIORS: R11 MINIMUM GLARING: DOUBLE WITH 1/4" AIR SPACE MARK A. ANDERSON & ASSOCIATES Structural Engineering Consultants W N LL IL i O N D: W z 2 a � Y j cc � a �u a _` LIE I O I � I L N ' 0 W N LL IL i O N D: W z 2 a � Y j cc � a A D D 1 D n u a 0 V IO N 0 a z O z Z W !r O M W F 7 N x F O N W 7 z W Q z_ Q V O M a O I � I L N ' 0 N v 07 a 0 m cc Lu a 3 Lu pz V � Z Q ��F_ /� VT) cc .L V N m co K 'MM� O ' 1.1 . z N 0 < 0aysl z m co Z W N y O > S Q J D: O > < D N C4 N o r c N > Z u c o co d cf) J A D D 1 D n u a 0 V IO N 0 a z O z Z W !r O M W F 7 N x F O N W 7 z W Q z_ Q V O M 332 3�5 354 t 's 3i1. C 551 ' ,. < x A C 35� `RY LFF5 OF MANALZMEnT M r3ollMMY 33u SCALE: I "= 30' 34 334 394 -s ,ig °34'04 "f 493./6' / � 3103 4b 33 3� i 3 / / / S 5/05 q'01 335 200' / MARK A. ANDERSON & ASSOC Structure/ Engineering Consu /tents � IL !oI zl 3 rR d 1)- v I � IL !oI zl 3 rR d 0 O d 0 I n A N 0 0 N W Q ii Y' lu H 5 a Z W z Wz Z I n i^ 8 I LLJ z; LLJ Z aP ~ uj N m0 W z N .I m rn LLI p W 7 < d d > n h n n o N � ` � � r z — 3 v _ 0 O d 0 I n A N 0 0 N W Q ii Y' lu H 5 a Z W z Wz Z i 0 C arras. Leaelo 'Q DE1 ICU INTERIM ELEYNTIM Oj DEHDTES ADM TYPE - SEE SCHEDULE THIS SHEET CEILIND BASEWOMD I.I. RPDM FINISH - SEE SCIEDUI.E THIS SHEET FLOMIFLDORs S9 HALLS FRWNG WALL LEGM Bearing Wall - .® 'S1xar Wall G nTe * r FA -1/4" r7AFery ROOM F MBN SCHEDULE MATE 1. CONCMETE - TROWEL FINISH CORE 2. SEALSD CONCRETE - Se100TH FINISH I 3. SHEET VINYL ALUM 4. VINYL COMPOSITION TILE 2)9, IL+ 15, 5. CERAMIC TILE FLUSH WOOD 6. WOOD PAROUET 20 MIN. 7. HARDWARE 2 e. Ol1ARRY TILE 3e r S 9. CARPET r-1 10. Z G PnNEL 11 CONCRETE - METAL 12 W.R.S.W.B. DENT -ALOSS ENAMELS 5,7, 9/ 10, 11, 13, 14 13 O.W.B. - SEMI SLOSS FWMELS b PANEL METAL 14. S.W.B. - FLAT LATEX* N.R. 15. ,16. S.W.B. - FIRE -TAPED 3 (o FLUSH WOOD 5* G a 21. CONCRETE CLAP COOP- 22. W.R.O.M. S. - SEMI-SLOGS ENAMEL* 7 23. G.W.O. - SEMI- LOSS ENAMEL* -4000 24. E.M.B. - FLAT LATEX** 5,1,12 23 . B.W.B. - FIRE -TAPED FLU51{ WOOD 26. SUSPENDED ACOISTICAL CEILING N. R. 27. 4, 5,Co, 7, 14 3 3 . 4" R 2° Ga 32. PREFINISIED WOOS – 33. WOOD - SAND, STAIN AND LACIER TO MATOI CASINO 10 34. WAINSCOT - SEE INTERIOR ELEVATIONS OM NOTES WOOD 35. — 41. N.R.e.W.G. AT TW bA *HOER 42. VINW. WALL COVERnb AT WALLI WM SMOOTH WALL V a FINISH, CONEA.r OWNER FOR TYPE 43. * •OpW1IE HDTL• F /MSH LEILESG 0=1= NOTES ** ".ACWSTTCAL TEXTIAIE LOLES$ OTHERWISE NOTeO C arras. Leaelo 'Q DE1 ICU INTERIM ELEYNTIM Oj DEHDTES ADM TYPE - SEE SCHEDULE THIS SHEET CEILIND BASEWOMD I.I. RPDM FINISH - SEE SCIEDUI.E THIS SHEET FLOMIFLDORs S9 HALLS FRWNG WALL LEGM Bearing Wall - .® 'S1xar Wall G nTe * r FA -1/4" r7AFery IYPE MATE FRAME goL 10 CORE 4L1AOb 07EF I ALUMINUM 9TORZnONT 3 °7° ALUM N fL, — 2)9, IL+ 15, — ALL44wuM w 5` FLUSH WOOD 3° Ga 3 20 MIN. rW�LS`J u 2 Yd� FLUSH WOoP 3e r S NEVI. FP/�E I HOUR. r-1 5, -7, 9, 10, 13, 14 Z G PnNEL FrII WOOF FA I R ro° Ga METAL IUI 5. c, 5,7, 9/ 10, 11, 13, 14 INSULAT'(, 5 b PANEL METAL 3° Coe WOOD N.R. IN5& METAL ` (o FLUSH WOOD 5* G a METAL I- HOUF- CLAP COOP- 5, 7 )it � 7 FLUSH W000 3rcps -4000 20MtQ 5.6. 5,1,12 3 InnI I FLU51{ WOOD 26 Ge 4 N. R. e RAGE 2 0 13 I III SO N it 6APT15T2Y y N - 0 2X to - -- 111 _ 2 O ACC._ I O N.. SrAI R WAY 5 Yi O 9 I 16 S 4 — 14932 I GONF /GHOIP� \I 71- 911 III -911 4 -0' l I 2 3 gf(JRA E A 4 5r012AGE A4 WALL: __ i �19 i GLAyEjjZOONj Q KITGNFN s. I LLII � I 17�y2 5CD - 10" T "136" 22'- 10' } I 1 SHEET Au" r+'LAN, 17 7L MOORE 24 0 13 u° 1117. W IRE SEE 4" Pi.AN, A6 le 139'!L FAMILY WORSHIP GENTEf2 9 (aL.IL11r1IL.FR, �SHFF A -2� ,lpx ocGUPAQT LOAO= 693 -'i Ti / - -- hEaTlucT ICr+ = 33lo NAILTHEX 7 EIK'V ALI rJ FRAMIU Cq R-AL;S O I D,f WOK FOR A13avr I 2f /411 I \�Y 24 / 4 P OFFICE JA N. 7 13 32 OI 121 i — M 3� Az 2x8 WALL 14 9' le 91. 411 s 4a1 p11 8 011_ 4 O� _8.p ... 4 O' 6'-0 X2-3 III I I I - I N I i I cLAtiylzooM J = 4 A4 J 2 50 4 -' - 13 52 I '1011 -_.__ 121 -011 — _... GLA55Ro0+� I CLA55ROOM GLA�iSK.00M I GLA°i5�?�1 24 24 24 r5 2 li L 13 2 ' 13 z -40U I? R 5 ( 16 116 G TYI01 pAL o - n 12_ 12 12_ 12 Z�I N NUR5I-KY 6I.A551Z00M I 6,ASyROOM_ 6L/-,g512000 16<,A�IROOIj GLA59R001M Oil q 24 Q I al" 2 9 Q I °7" 24 Q 2,4 N I I 13 13 2 A L 13 32 13 2 1 A -2 13 32 nz 13 2 N2 ro - ° 12' 2° 12''2 "' II' IOn 15 1,21_211 IP IOn I 2 24 14 WOMEN 3 13 2 I (D I I m 13331 y0, 13 31 �24 ro 205 °1 4125 °J ,�2m�p o I 3 i 111332 13 .. _* q, 4 'ZAID WALL 1 I MEN I o f j A 4 ALE P 3, I T. I- JI;MCIL. W 47AL FzAr E On, Z 42 °N. (oUUYER 2- S 0 1 24 u 24 OFfIGE N 'SEG2.ETA2Y 120yJo 2450 c126g1J L205o DOOR NOTES 1. 1 -3/4" THICK METAL CLAD FOAM CORE DOOR 2. 4 1. ALUMINUM FRAME WITH 1" INSULATING GLA%,S, CONSULT OWNER AND /OR SPECIFICATIONS FOR FINISH 3, WITH SELF CLOSING HINGES 4. WITH PRIVACY LOCK AT BATH �5. EXTERIOR DOORS 1 -3/4" THICK, EXCEPT AS NOTED ON DOOR SCHEDULE, INTERIOR DOORS 1 -3/8" THICK 6. WITH ACOUSTICAL STRIPPING AT HEAD, JAMS AND !SILL 7. WITH LEVER HANDLES PER WASHINGTON STATE BARRIER - FREE REGULATIONS - HEIGHT TO CENTER OF SPINDLE 36" - 42" ABOVE IFLOOR 8. WITH KNURLED KNOBS PER WASHINGTON STATE BARRIER - FREE FACILITIES 9. WITH CLOSURE 10, WITH PANIC HARDWARE 11. WITH COORDINATOR AND ASTRAGAL 12. 20 MINUTE RATED ASSEMBLY, SELF CLOSING, PER IUBC STANDARD 43 -2 WITH APPROVED LABEL (INCLUDES ALL RATED HARDWARE) 13. 1 -HOUR RATED ASSEMBLY, SELF CLOSING, DOOR SHALL SHOW CERTIFICATION THAT MAXIMUM TRANSMITTED TEMPERATURE END POIINT SHALL NOT EXCEED 450 DEGREES ABOVE AMBIENT AT THE END OF 30 MINUTES OF THE FIRE EXPOSURE SPECIFIED IN UBC'STANDARD NO. 43 -2. GLAZING, AREA LIMITED TO 100 SO. IN. WITH MINIMUM DIMENSION OF 4" GLAZING TO BE 4" THICK WIRE GLASS HELD IN PLACE WITH STEEL GLAZING ANGLES 14. EXIT DOORS SHALL. BE OPERABLE FROM THE INSIDE', WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT 15. PLACE SIGN ABOVE DOOR STATING, "THIS DOOR MUIST REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" HIGH LETTERS ONI A CONTRASTING BACKGROUND 16. PLACE SIGN ABOVE. DOOR STATING, "NOT AN EXIT "' A 0 1 1 Igo' 1 o "�11-- _22 -2?2 J -� OUT51D8 PLAY i q 9 1� 3 4 e " 1- �� fi I o I 71 911 I A5 I 4',41 I DOOR SCHEDULE IYPE SDI FRAME RATING CORE REMARKS ELEV. I ALUMINUM 9TORZnONT 3 °7° ALUM N fL, — 2)9, IL+ 15, 1 2 FLUSH WOOD 3° Ga Woo D 20 MIN. 5.6, 5,1"12 114- 2 3 FLUSH WOoP 3e r S METAL I HOUR. 5.6. 5, -7, 9, 10, 13, 14 Z 4 FrII WOOF FA I R ro° Ga METAL I HOWL 5. c, 5,7, 9/ 10, 11, 13, 14 2 5 b PANEL METAL 3° Coe WOOD N.R. IN5& 1, 7, `1 , 10,14 4 (o FLUSH WOOD 5* G a METAL I- HOUF- 5.0, 5, 7 )it 2- 7 FLUSH W000 3rcps -4000 20MtQ 5.6. 5,1,12 3 S FLU51{ WOOD 26 Ge WOOD N. R. 5.6, 4, 5,Co, 7, 14 3 9 61- FOLD, 2° Ga WOOD N.12. – 5,7 10 BI- POLP PAIL 15011011 WOOD N. II — -q it FLOOR iPLM 1 /5i1 = I'-,011 9829 cock( 0 m - O i I r O — r III O 4'_0'1 6 _011 41_0 8' pn N PROJECT bRTH DOOR SCHEDULE TYPE SIZE FRAME RATING CORE REMARKS ELEV, II FLUSH WOOD 31 68 WOOD N,12. 9.6. 5, 2 FLUSH WOOF 3 0Coe WOOD 20MIN, 5.6. 5,7/ 12,14 2 13 & PANEL METAL 3069 WOOD N, R,. INSUL. 1, -7) 9, ,14 4 14 FLUSH WOOD 3'Ga WOOD 201 -11w 5.G 5, -7)14, 12 3 ly FLUS+i WOOF 30GS WOOD 20 MIN. 5.6. 5,1,9,10,12 2. 6 ROLL -UP GOUWTE2 PSDR 5' 30 METAL I HOUR — Fu516LE LINE A601ZPIAN FOLVIWI FPM 29° 8° WOoP N1 R, — ^WU5TIGAL `hEAL g AC60R9IAN FOLPIW6 00OP 1515' W0012 N,R — AGO15TICAL 56AL 9 FLUSH WooO '60 woo c) N.R. S.C. 5,7 U Z MARK AE ANDERSON & ASSOCIATES Structural Engineering Consultants W y W a z O N w W z a d Y a i a x� IWU , W � Z I' Nx 4 - L it m � O r I iT W y W a z O N w W z a d Y a i a r a O Ol 0 Lo 1 O M N co O N OD 0) m 3 Z 0 z W �i S M W F U) N 2 F O N W 7 z W e z a a 0 M M 0 O r I m N m O r O m v a m U Z Q i O a V a /2 V W � cc W d C °' z z y LU w) a 0 co 3 rn W Z [!n N M N n o N 1 cp tL' n O z N > O N � r a O Ol 0 Lo 1 O M N co O N OD 0) m 3 Z 0 z W �i S M W F U) N 2 F O N W 7 z W e z a a 0 M �w �5 V 11 I �j F EE � cV x I �l I r z. DOU6l.,E CAL. IIJ� — wu�� uc-rur VA LANCE L— WOOD BASE Q ?Mwwmf#pqpm iii E[1103 rI• i� GrWP� AtiIODE ALUM, --Vila - I�OU6LE Ur r• i. © 1 ° _.: y ,. 4 • � -all � a.... IY.L. t , R ASTIG LAM, -rock IAILAy24 �RIpE f I VEEP UPEI.I 5H61.VEy. 4 � cV x � r z. T ( > Q � N 9'-O 511 A WORKROOIp! a U � TOWEL �9II DISP. � ToILEr PAPEK OIyPE�15ER TOILET ROOM PLAN PaLpluEr - f((777 PAPrmOU ' PLAhfIG LAM. TOP �PLA� GIN ISNED E kjD -- 41 12u66C'R — . 4 u RU6BER 2' -0" 2' -0" �- 6AhE ' PjAyE 0 PWSROOM 2xLll GrALV 2AIFJI pIVEG Zx 10+ PA4.6IA 'LY WOOD = pEGK TAIL-c'? SECTION THRU DIYERTER � 112- .I -O 1 'I µ6r4 aALV. MEAL, IUWATER DNERTEr1 DIVEFI'T'E'!i`bETAIi. 'F1,AN ViE� c-rw15 MIrIKOli- PAPER '' SAP D15P y v, N � a' RU66E12 6A5E MG�rAL PARTrrl01,1 PPOVIDE SLID BK,K, A80VE GEILII & GOR PRLfI1J15v1Ep � METAL � 5UPp0(tY N EIJ D OPARTITION 1114 " =1' -Op r laDll W x 3�o +N' M I RR012 v Q = N O 4" pRt-FIIJl�i1 -�p �`1ET5,.L GUTTER 4 PRE-F11JIZ1+EC7 ./ METAL C�iJTTER V.S.- - - - -- -- - -- --- f75�' I 41 pREFIL115NED 1 i NT I METAL C- rUTTE2 1 I -- p- - - - - - - -- -DSO. COMP051'fIOU SN tg1ucf1- M rh EErr ❑ A(o ��aGOo1 w R Xs N I SFiIIJCLLE`J- ml RooF .,'ACKS /ry4� RICYeE I VE1�7'i ARE4) - 2° 13 UI ❑ II� R " �I�('Jc a R ❑ ❑ n I LoGAT1oti S I�G1A°P�LE EUD r '' COMp051rI01J -- �� VI,fT I Ado N 51- FIIJ�LEh 3 s _ ro I m I A� m 1 Alv �2 "x24'PRBFIUIy}+EDV - .�ErAi. 05�j GEMEIJT TO Fz00P a a �a a ) METAL GUTTER 4j1 PREF14JI541E'D ESL/ . A2 METAL QU-Ml? 1ow4- j,&LE-j I I I D5, ------- - - - - -- 2 I AZ 41 I�REFIIJ15NEp AZ' ��- ^EFII�I9.I+E0 \ METAL &U-rTER file- 54- CaUTTER x:12 q 314 PRE�1wsuED �— _ METAL D,9. -Tye ALL 5).5. (ijEE r2o of FRAMIL: Ga 1 F'IAI_I Fo(2 (ZvoF JEIJ'(' ROOF PLA I U-111 a�LCULC lose I ICI _I -01 -- -F TKUE 1.1027k ? 3 A(o all- 411 f REPIIJ�j41ED METAL T,OILer PARnnou5 - -j E5 ---> � -a^ Ru66ER BASE 0 WOMEN - Steil" GfRAE3 1 (PR0VII9E -5t �JAC,K.IQG-) N 4° RUBP ER e)Ac�e } or WA7-ew AI-10 AI1J t-II.J6 6Ox S4a - MIRROPP Ewa � K y N PLA�jTiG LAM TOP gPIL�gN A MEN AT WOMEI. ,° TOILET ONLY m 0 0 SEMI- - ow ElL MEN ap m - D WC CARP'E'T ZEAMLG55 %LVOR� WORKROOM v 51I.1K WOMEN :> P TRUE NOR'rµ TOILET ROOM PLAN MARK A. ANDERSON & ASSOCIATES structural Engineering Cans &itants a 1 Reu55ED TOWEL D15pp, QEGeSSED IJAPKIIJ� _ TAMPUki �I `7P✓cti15E I.] 0 3 a * wofc— op�IZAriN� PAR15 OR 01519rtj,: - IucT �LOrs -ro e>E 4'_0 11 40° MAXIMUM -- = AYZiO� /E GLODR I W h S K. yVj y (O Ice Lm I I W N W IL z O co R W O Z Q Q he ir f n cc Z Q W Q � a O CL d N Q x 3 J � H IL `LU d z n O O r +O I m I CD N L0 M N o fO N O N v W W) T O O O OI O+ 3 3 O Q W F w O O M W F NN R O O N Z W W Y Z W J Q zW Z - N Q M O n M x � r z. 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ANDERSON & ASSOCIATES TOP q-ATr-- Per FLD�)g Structure/ Engineering Consultants i r M a 0 r i O rA �0 O N V W W O cc w W 3 U Z Q 4 0 cc N ~ a v y W Q O lu d G N l7 N r L00 F u) U J O rn m m 1 N M N m O N V N O O W 9 Z O 2 W R 0 W F U S F O N W 7 2 W 6 Z a O M car'I Pow FZPQEirglrl.� a eR f hh GOUFtg 2x8 Ficl J� A uM, 0.5 � C�UTTB� GEIJ �'2 NtD Gb IJ�iFb AIU M, ULLIOh1 '�� 164 Lffifl - �N u� PP7�E LE _.,,�� ��4n4 O�DAR 7321M n 9 "0 Rh. � c >IDWq T, 4 "AI�I B� L AL coUR�E� I � r�4x12 OeOAP 15AWD --- - - - - -- MARK A. ANDERSON & ASSOCIATES TOP q-ATr-- Per FLD�)g Structure/ Engineering Consultants i r M a 0 r i O rA �0 O N V W W O cc w W 3 U Z Q 4 0 cc N ~ a v y W Q O lu d G N l7 N r L00 F u) U J O rn m m 1 N M N m O N V N O O W 9 Z O 2 W R 0 W F U S F O N W 7 2 W 6 Z a O M O rn m m 1 N M N m O N V N O O W 9 Z O 2 W R 0 W F U S F O N W 7 2 W 6 Z a O M 12 mw I IT �� 12 � 5 . � I BUILDING SECTION 3 I/B -I' -011 2x10 bARCTEbOAR0 \ 2 PiEVEL � � 501AJ6y 1. J \ 12 12 �� � PRE-EIJrwI1,�E � pEVEL. - # GLAh1�iRQOM GORR L2-14 F'I a.c. — — - - -— BUILDING SEc no,, /6, =1,_D1 1 N 2 A5 i I I 12 i 3 (2) LAYERS 5 6 CaWB PRE- F-wc411,lEEREO � Roor 7Ru�iCh —� I 12 I % Caw6 GATT y R 30 6AT`( IQ-IUL IQ-1 Ut- �GWn� i K -'aO eATT IUhrJL WOOD GR,055 12 12 1 I WH 0 I U Gl -A5°i A OP- P) c:,0MP05�•riOkj J, 5uluc,LES Ou 2A-rURe.T-F-p �EL"r Oki PLYIA000 d W ,PRE- EUG- rIfJEEKEp 5G1550R5 ^ sr LAYY�S `owb \ 3 � A5 -� 4'i pEFIrJ15NED META., &U-rTC -R 311 Cp D. S. I I Ii 2x10 bkWA9- BUILDING SECTION 1 /a =1 -o I rfQ15MEC> I caucReK� �a7rlucx GLA9�i A OR 6 COmra5lT101� `iWI1JGLC'S OQ 5ATIURATED P6Lr Oki PLYw000\ — GOI.IIGfzr- GOLUMIJ J -� y� COIJCREfE I II -� - TQP OF 51D6LJAUC 2D FjIIIJ R -80 eATr mxa \ SKYLIGHT 2 ca-u-LAM rtr-i 7pwc.14 LT, Woof) LIGTHT �RLAtiGE - 2)LAY695 c��,r, aRouuo •� L,IIRE C 72" 2 x 10 P.5AR& baARp PEvEL WOO[) 2E- EIJCaIIJEERE.D j R-30 GATT ILJSULL (z)LAYEKS 6/eaGwE5 f l \ I KITGNEi�I 121 u1 r%l SECTION ul- MARK A. ANDERSON & ASSOCIATES .9 1 p_ P-Ul ,,D FLOOR t l rlkjl 57wl Ca2ADE 5T- ORACjC- ! NI m Structural Engineering Consultants W co Li CL 0 O N cc C Z 6 d cc ui o -- to F-° � 5/& Caws ql a r -R MIIJ PATT 1�1 -oUL�_ RAIL _ RAIL U OP ALL r -. —, —_ METAL r Li I,E -METAL � Q �PD9f5 �I I Fb5f57 51B C- rw60tJ �'� / r. `� — _¶ 9rLIDS � �I1 IH 1 I2x4 @ IG OG. _ -.. . AGAR PEr�J CARPET �GARFFjf �j S + .bP OF w -- 1 hunFLe, Q I h d S: r: t iici� i Cry: f! R -19 0A77 L I CL 2x10 bkWA9- BUILDING SECTION 1 /a =1 -o I rfQ15MEC> I caucReK� �a7rlucx GLA9�i A OR 6 COmra5lT101� `iWI1JGLC'S OQ 5ATIURATED P6Lr Oki PLYw000\ — GOI.IIGfzr- GOLUMIJ J -� y� COIJCREfE I II -� - TQP OF 51D6LJAUC 2D FjIIIJ R -80 eATr mxa \ SKYLIGHT 2 ca-u-LAM rtr-i 7pwc.14 LT, Woof) LIGTHT �RLAtiGE - 2)LAY695 c��,r, aRouuo •� L,IIRE C 72" 2 x 10 P.5AR& baARp PEvEL WOO[) 2E- EIJCaIIJEERE.D j R-30 GATT ILJSULL (z)LAYEKS 6/eaGwE5 f l \ I KITGNEi�I 121 u1 r%l SECTION ul- MARK A. ANDERSON & ASSOCIATES .9 1 p_ P-Ul ,,D FLOOR t l rlkjl 57wl Ca2ADE 5T- ORACjC- ! NI m Structural Engineering Consultants W co Li CL 0 O N cc C Z 6 d cc O � n � I m r I C N W N ca O N C v N v ui o -- to F-° � ql a r uj U Q OC 1 V w o Q � h d CL W � 4 � d o O � n � I m r I C N W N ca O N C v N v Q o -- to N � ql a r z O � n � I m r I C N W N ca O N C v N v 9 3 Z- 0 I- Ic 8 W NLuF H O D 0 Z Uj Y 0 W a uj z a N V M O A M Q4� a o -- to 0 T 9 3 Z- 0 I- Ic 8 W NLuF H O D 0 Z Uj Y 0 W a uj z a N V M O A M Q4� IN°uL' Mlu, 't 'BEVEL 5101NC� -1 C�EVEI� SII21NCI GALV. METAL t FLAbHNCI -CIRLV METAL is 5 /4 "Xlo" WOOD ?KIM %L,RSHINCq 5/4" K (�" w000 TRIM WOOD 6ASII4(I ALUM Z� WI NDGW WOOp voo2 � DE TAIL 3n =I� -On 12 21V -PRE - PA NJTED METAL rauTTER (\ PRE- Ek& E i, O E: WALL SECT 2 QGXJG TKU55y 15 5NEE7- 2x(s °� DRIL0 4�++OLE EJ.C.k 1MU95 OPACE ,Z r0 2xIU"GEI7AR 2 x Jol°9' 3�,.�1- tArIWE60ARp bJ T 1' F400F TRU�jy TI2 uevry -2 LAYERS 5�/S" 2 LAYS ®� –r -- C�.W Pa r iT v.W.IS. /t IUSECr p�oik2O -ap '?'PAR 5c.a�EU I 7�AM 5EE 600 WALL 9ECr 5 TNIh SHEET '� I-�x4" TRIM i I r COLUMN of �-Top OF �u 4 "GONG SLAB .14 o pI" OV o ID4C 4i F EE GRAIAJ ld MATERIAL a COLUMN WPIN CANOPY SECTION 0/4.° - I'-O'I COLUMN wtm '5EE (JUTE; WALL 'ZEGT. 2- THIN hkEET "ETA L -LASHIUG —:2x 10j1 C-COAF bA%CtOARD SEE NO'r5' WALL 5E6TIOIJ 2 - TW'b 51+EET \ 12 f L ATE e g 1 I° R -30 eArr IIJSut. ` E Q01rr =WALL "�6GTION 3- 1 T'NIt) Z �AYERh I- /4x4 "TRIM 5/A"e'.W.e 2� 2x4" 5TuD5 @ V. 0,G. c0ur- GOLUMI.It PcoUR Gc�IJG, �oL -Ar6 'iflC� FFT AI2oU I..I rJ Go L T Alll,� "TELkIAL 6LDG. PAPER SECTION PR-E - E1JCr RC.i�F 'rRUgS y FOR wall 5EE NOTE: WALL SECT. 2 - TNIh SNEEt � PRE PAlur�p BA,R� 50Ar<0 /2 U5g ou 3ign �h PLi6J D, ALUM LJINROw L 'jUL rmLA55 I/4" II MIN AIR5PA0E �I / cEOAIe eEvEL - 61Dl"a ou 15111 PAPER- 12" l�YP SFrFa"nHl.><? 2x8 TRP'tWWO flu. FLR -� R -W FJATT- I IJ9uL i 12 to y rrIRAV` � J a D PRE - EIJC4 rLOOG T2 Llgg 2LAYERS 'D /f3 "C4Wb. ' GLAhh AOR P COMP. 4,NIl1CTLEh ON 15 f-�ATURAMD FELT ON 1�2i1 PLYWOOD -�NfATN. OAI P9E-eU6r. 2W 0,c. PRE- F-kj6r. R -30 [3ATT� 6 � IL1hUL ER fie" cr w 15 / ON �2 gywp y 5EE LJOTF.; WALL � hEGT, 3-T1f10 9/4" SILL W/ I X4" TRIM >Q 3/4'�jILL w /Ix4 "TRIM – 12 -19 PAATT 1AuSuL 1 I jIU, 7 °2GRE�� �jl 2xIU - -'� �o,P1gEPXJARt7 / �E PAIIJfED META,;;_ CrLtrT£MZ —2x J0I1Jr9 9 I(o "O, G. (ZODF TRU55 N ILo-4 %2„ T.D FILJ. FLR, SEE NorE; LJALL �iEt,T 2 - T{41h �FFEE'f PRE- G1,10. ROOF 7?U DRILL +)2'�t #OL.E EA. JOI'bT hP E 1 p}cE- PAIk1fED METAL GUTTER —12 �_ I3 2X811 D5 2 15/8" Ca.W.O n M O n I @ O G O N v 2x 1o" NOTE' USE �'�� Zxg W Oi cc PJARC�E6OARD EA z 5 /e" cT. W.6.ON pU a XrI 0 z 4 I- LJI IJ%b LJ cvrlekj- 1A "PLYWOOL) IJ64 , FULL. 4KT. 0+ h LU ma w � O Yo 2a- _ Z I- IL W ce Q FE Z J W I SEE NOTE: WALL 6' ® M N n 3 -I'EEt r b ZT -0 N A-5 L 0 Co a- D J � QD 2x0'1 STUD`J' C� 16d O.G. R -19 6ATT INhuL TJ� JOIh'f5 %2' uunERLA-(MCOT 2x(a STuDS W 19 2WTT IQjUL O" Ib" O,G. �8 r YG I �r`3 'i�.6( 19 BATT IIJ6uL _ l ^ll F'I IFJ) cjEE WOfE: WALL PLVWOODy- I I ft,Yw000l �(Rll MILJ) b /8 "'fCsrPLYWD SECT 3-THIS @ 10 o' G, 5" S 5" WMHOR WAIL I*1� 3�4w_11_pll 4 V (ozL Pf%"J'r pI > 5UIL'ou a OTj PACEI¢ �_ MARK A. ANDERSON & ASSOCIATES N � off To o;F SUF�FLe=12 --- 2X8° I-WIMWARD JI JOIh'r5 w !A 1(c" Q C. --tv�T �R DE a c �XTL=IJD FndrlN To CTRAVMLL'( hAI.UD L>5 RtFPo f2T K4 W N w a 2 O 0 O Z 6 Y � 1 cA 1 C WU" WALL bm;nm 514° =1' -oil Structural Engineering Consu /tants A O Of m t0 I N M N to O .N.. N O Co W 3 Z O z Z W R O M W F 7 N 2 F O N W 7 Z W Q Z Q i 0 O Cl) M O n I Co 10 O N v 0) a W Oi cc z pU a XrI 0 z 4 I- �fQ 3: N 0+ h LU ma w � O Z I- IL W ce Q FE Z J W mi m Z t N 6' ® M N n b ZT -0 N 0 c a N 3 W 0 o m Co Co a- D J 1 cA 1 C WU" WALL bm;nm 514° =1' -oil Structural Engineering Consu /tants A O Of m t0 I N M N to O .N.. N O Co W 3 Z O z Z W R O M W F 7 N 2 F O N W 7 Z W Q Z Q i 0 O Cl) fl A Fj%p" _� • PxvELEO 5 DIUO OW DLD(a. PAPER ou IM GNV 044EAc1HkW I W AK1002EO ALIUM. FAY - aUOaz�p ALUM. WOR bEVt;LEg FILL VOIDS PaTT IKJ -JJL 6EYF I..ED — 51DIU(a HIQ, R -11 PJAT:r iwI UL ALdU M, T1lR.E`�NOL 40 COW- .411 F e DRAIN M DL,Gi: PAPER- TOP OF 5" 8' -Ix A60JE PII,1 FLR. (0x12 6r-AM 5 /8d (awe) r HEAD 1 l R -11 MIU &N T !Q-1 UL. z AJODIZED ALUMIMUM FRAME 12 ARl(MEW ALUM. PIULK PLAMt AIWOOIZED ALUM GOOR/ WINDOW EMRUSION W/AkJODIZF,D ALUM A}..MkZED ALUM, P166R 1W x4r AA.Ion ALUM FRAME. Cll"Z/Wlwt;04 WAM6 W/ A"ODE ALUM yTOPS 114n SArE'(Y GLA55 WOOD yCREhI ATTAGH. i "y911 G, W.ex (R- I°I INSUL. R 11 MIQ. �1 ago" (o L N ins WCHB 'NOR'TH EUVA'1 m y ATTACH METAL PROVIDE. WOOD TRAGK W/WCVD /6210(aivar 6ErWEE1.l _ - 5C RE W 5 @ 12 TRLJ�f�Ph hT 0.6.. I I r � i� WHOM AZE -"AQU, 5FM '1DIN(a 51'LIUr-- �5/4�xCo" VERT. J.JOOD TRIM OEVEL �IDIuCa 6EVEL SIpW(a N411 PLYWl90D REMOVABt.E APt15TRy OVErz w jy1AnJL fi0 PLYw6001 ��..' 1-ZKa �j'rul7<j n Ilo "OG 2 x ID Lt✓CXa�R ml ICI— �AP71�Jt r A D " GP IB DG Pta -Ml z Ams AT F W SHEAn+. DOOiL SLED la I e 'fFIM bLDH. PAPER 12 `I O jt JOIIJT BEVEL 51D (a �+ PIU GLOOR g/8 "TWO 4* r3AcrED _ WOOD SIDING_ SECTION- ROLL-UP nwle /2u =I'_O'I �. MCIrAL. PUSAbLE (OMP. -iwk.1' GLE°i- �l IX10 WOOD �7r ROLL'UP PLYWOOD - / PLAhNIiJra ��� CAC -AL1(a OFJ , Oa�R CASE -- 44� ^ _ xln GEOAR �8'cjWa �'- $ "NI41+ 2 -3o eATr OP�NIIJC4 IiJ SUL, 4x(a PRESSURE TREATED ROLL UP OOD I �L' PLYLJcvo / aNEp,Tj.lI LIB" GA9P5_T f'Qc%liic) 1 PJLK CI ULIDS52" < C i -JALt� If �2x4 . j000 QAIL EA�C E�GIE� wej-0 3 "x3i15T1 =E L, �LAtES -TGP E30T10M OF Fr��rS. r- �GR-EL.I IKrro PAIL - -- 1�4"x 1V4."- YU6E(2AL OUPPOKT C g' -0° O C, r- -_ 2x8" 2AIL � GARPE? - 1�2° PLYWD �N 2x12 rREAIJ N a� 2x S t3�►P1�raL PLATFORM' DETAIL [11-11- oil I. _,I_C DOOR - L iu ?D _ - W 1�12fAL � Zx8 GAP 1RAGK5 3' O "HILT+ ; C.lJUI.tTLnR:TOP ti - 2x10 PASGIA- ROUt OUt FL,A�YNI.-IQ Pt)E -vEL �1DIQ61` 01-1 /Z�I TH WNERE STEEL, PLATE GL'GUR9 _ -_ EX"T PLY-JOOD RUDER ATDROLLS 1' a "x l2 °x�44CALV 5T eL 2x8 — 4>4P7:r.>�o2 3 -o °oc. I 1 ( PLATES WELO AP0tJQD th I 121 �,I_O pERIMETE'.I2 or, 1 "0 &ALV. -R-IM STicEL ROD A -TAGFt TU P,T Zx4 DF-1 F�uGE (2 LAYC -01 A p,12AOK�'r� 4 x4 x 1,�4- CfALV. METAL PL.A'fE5 .7 1 WELD RODUO OeRIMEiFX OF VZ° EA. PLAY i�.x(a °L LACE 60L(5 T 4.,o. ° /x -4-p6. f �iVAF5' GALV. MC+fAL ROpr,, PROVIDE 2-11 earn o THESE Z4 O.G. YLF6 LE"J474F IVJSUL. -- - �" 411 FREE DRAI IJ (o Lokj& VERTX(p LOIJCa /I d . U fW GROSS MEMP ER i �` - n1 - I MAtrERLAL. 2x(015TUP5 5�4xG'1 VERT W627DTRIM � ICv" D.G, pE1+INCJ GR055. WOOD Co „ -�,�y� �q TRIM ou 16 5t.DL,r A(n FENCEEIEAi"Ail.. PAPER OQ 1/2"a-(P ,I I 1i Su�Ar+x1 1(a E5EvEL SIDII..KA (4) 2x '5 811(2rW15 SE mm r ee UCPrG; AR)OVE /4j1 WOOD -RIM lG-"lu VERT ?RIM PUEU11.lD GR055 I x 6, C-eVAR oADO JOIIJrs x 6" WOOD TRIM PJAGK OP xio's CHURCH w /DAAO J011 115 CROSS DETAIL 6�vEL SIDIUCa �� PLAN 3/40 =1 1 O" Q IQt�1EAST1/AfiIQN 1/41 =11 -ON 4�L A�it IG LAM TOP r— PLA°JfIG AM y_. II ON 150 PLY W oR'� a II1 D 9NbATN1 SIC{ _ - -- 2 x 10 f5AW2 & (jOAP -0 r�E Euca. i (aAFbLE Euo LOUVERS 9EE EXT ELEV. FOR LU% n 24 O.G. - 11 'uEVEL_ - nDI,,1Ca OI.I Irj,O e'L -OG6 PARR. C ' 2X1D PL.A I J I JOIhT�i�lw�'I ,, Gu �P `�tEATI+ % YE£ x �)� ` ZxA �JfU D°j 2x4 I - ' � Ilp'I O.G. L I/4" PLYW000 BPS UP TD GiNEA-r LF1L1GT P1.A- (FORM. I SEE. FLGiOFz 0) a PLA IJ f'Qc%liic) 1 PJLK CI ULIDS52" < C i -JALt� If �2x4 . j000 QAIL EA�C E�GIE� wej-0 3 "x3i15T1 =E L, �LAtES -TGP E30T10M OF Fr��rS. r- �GR-EL.I IKrro PAIL - -- 1�4"x 1V4."- YU6E(2AL OUPPOKT C g' -0° O C, r- -_ 2x8" 2AIL � GARPE? - 1�2° PLYWD �N 2x12 rREAIJ N a� 2x S t3�►P1�raL PLATFORM' DETAIL [11-11- oil I. _,I_C DOOR - L iu ?D _ - W 1�12fAL � Zx8 GAP 1RAGK5 3' O "HILT+ ; C.lJUI.tTLnR:TOP ti - 2x10 PASGIA- ROUt OUt FL,A�YNI.-IQ Pt)E -vEL �1DIQ61` 01-1 /Z�I TH WNERE STEEL, PLATE GL'GUR9 _ -_ EX"T PLY-JOOD RUDER ATDROLLS 1' a "x l2 °x�44CALV 5T eL 2x8 — 4>4P7:r.>�o2 3 -o °oc. I 1 ( PLATES WELO AP0tJQD th I 121 �,I_O pERIMETE'.I2 or, 1 "0 &ALV. -R-IM STicEL ROD A -TAGFt TU P,T Zx4 DF-1 F�uGE (2 LAYC -01 A p,12AOK�'r� 4 x4 x 1,�4- CfALV. METAL PL.A'fE5 .7 1 WELD RODUO OeRIMEiFX OF VZ° EA. PLAY i�.x(a °L LACE 60L(5 T 4.,o. ° /x -4-p6. f �iVAF5' GALV. MC+fAL ROpr,, PROVIDE 2-11 earn o THESE Z4 O.G. YLF6 LE"J474F IVJSUL. -- - �" 411 FREE DRAI IJ (o Lokj& VERTX(p LOIJCa /I d . U fW GROSS MEMP ER i �` - n1 - I MAtrERLAL. 2x(015TUP5 5�4xG'1 VERT W627DTRIM � ICv" D.G, pE1+INCJ GR055. WOOD Co „ -�,�y� �q TRIM ou 16 5t.DL,r A(n FENCEEIEAi"Ail.. PAPER OQ 1/2"a-(P ,I I 1i Su�Ar+x1 1(a E5EvEL SIDII..KA (4) 2x '5 811(2rW15 SE mm r ee UCPrG; AR)OVE /4j1 WOOD -RIM lG-"lu VERT ?RIM PUEU11.lD GR055 I x 6, C-eVAR oADO JOIIJrs x 6" WOOD TRIM PJAGK OP xio's CHURCH w /DAAO J011 115 CROSS DETAIL 6�vEL SIDIUCa �� PLAN 3/40 =1 1 O" Q IQt�1EAST1/AfiIQN 1/41 =11 -ON 4�L A�it IG LAM TOP r— PLA°JfIG AM - F1WIhMEt7 __- � 1{D VIEW 4" RU6f.5ER 41' 12U60ER- 8 �A°iE- PACE N IQT m? jsLAND ELEVATIONS � 1 /4" o 1._Q�I � a UL -V. -IFR RATEb METAL ROLL -UP II JII '5.-011 31-01 DcbR w/ °� FU5a6LE � Alo LIIJK - - - -- 55r COVE(2 _ iQ 'L7rc. LAM. -rOP k `P ASN milli 1 1311 rr'- 011 I" i Y N r 0 � I -WEST EL#iVATM 1a'itHM PLAN i4` -'0" Y4- U_11-0111 MARK A. ANDERSON & ASSOCIATES structure/ Engineering eansu /tents r- io� o �w j INS NS �6 011—" 6 w n N W N W 6 z O N G W 0 Z cc Q a a CLA'11 A OR B GOMP, ON 150 //'�N'ilJr?LE`7 RATEL'? GELT oR'� Viz' EX re (cIDR M PLYWOOD - -- 2 x 10 f5AW2 & (jOAP -0 r�E Euca. i (aAFbLE Euo LOUVERS 9EE EXT ELEV. FOR LU% n 24 O.G. - 11 'uEVEL_ - nDI,,1Ca OI.I Irj,O e'L -OG6 PARR. Gu �P `�tEATI+ % YE£ x �)� ` w.Fb (a - F1WIhMEt7 __- � 1{D VIEW 4" RU6f.5ER 41' 12U60ER- 8 �A°iE- PACE N IQT m? jsLAND ELEVATIONS � 1 /4" o 1._Q�I � a UL -V. -IFR RATEb METAL ROLL -UP II JII '5.-011 31-01 DcbR w/ °� FU5a6LE � Alo LIIJK - - - -- 55r COVE(2 _ iQ 'L7rc. LAM. -rOP k `P ASN milli 1 1311 rr'- 011 I" i Y N r 0 � I -WEST EL#iVATM 1a'itHM PLAN i4` -'0" Y4- U_11-0111 MARK A. ANDERSON & ASSOCIATES structure/ Engineering eansu /tents r- io� o �w j INS NS �6 011—" 6 w n N W N W 6 z O N G W 0 Z cc Q a a n O W m m 1 N r! N to O N N O m 3 2 F Z W x 8 W F m 2 F O Co W Z Z W Q z a a O M M O n i CID m (a N V 0) a m OI 3 U Z O I.. F V n W N o cc W 6 O Z Y j Wo z LU LU N M N N ti CIO U N j Z >1 N U � U U O M U n O W m m 1 N r! N to O N N O m 3 2 F Z W x 8 W F m 2 F O Co W Z Z W Q z a a O M STRUCTURAL NOTES I .O GENE.RAI_ THESE STRUCTURAL. NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NUTIES, AND THE SITE CONDITI S SHALL. BE REPORTED TO THE ARCTII TFCT, IIHO SHALL CORRECT SUCH D CREPANCY IN WRITING. ANY WORK. DONE 9Y THE CONTRACI "OR AFTER DISgoiERY OF SUCH DISCREPANCY SHALL BE DONE. AT THE CONTRACIOR'S RISK- THE CONTRACTOR SHALL. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY IdOPK OR FABPICATION, THE CONTRACTOR IS RESPONSIBLE FOR AI_L, BRACING AND SHORING DURING CONSTRUCTION 1.1 CODES I ALL ME T IIOD5, MATERIALS AND WORKMANSHIP SHALL CONFORM TO IHE. REQUIREMENTS OF " -. 1_ OF AND: 1985 UNIFORM BUILDING COIN (UBC), AS AMENDED AND ADOPTED BY THE AND THE STATE OF WASHINGTON: A.C.I. 318; 0.1.S.C. 9TH EDITION; AND A.I, T.C. 2ND EDITION. 1.2 DESIGN CRITERIA A. LOADS - LIVE LOADS I ROOF (SNOW) 25 PSF EXIT PACILIlfFS 100 PSF FLOUR 40 PSF S. IAT EPAL LOADS: �LLOW 33 -1 /3% INCREASE IN STRFSSES 1 -OR WIND AND SEISMIC CORCFS. LAT'ERi1L FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TCI SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THF_ FOOTINGS, WHERE UITIMATE D19PLACEMENT IS RESISTED BY PASSIVE PRESSURE: OF EEPTH. AND SLIDING FRICTION OF EARTH, OVERTURNING IS RF_S151ED BY THE DEAD LOAD OF THE STRUCTURE. 1, LAND: EXPOSURE" . BASIC WIND SPEED - AD M.P.H., PEP UPC r_. SEISMIC - CONE 3 PER UBC ZICDSW Z =0.75 Y =1,33 CxS =.14 1 =1.0 V --0.14W (DL OF STRUCTURE) 1.3 SUIT_ DATA ASSUME SOIL BEARING PRESSURE 2000 PSF. ALLOW 33 -1 /3'L INCREASF FOP LOADS FROM WIND OR SEISMIC ORIGIN. ASSUME EQUIVALENT FLUID ACTIVE PRESSURE_ AND PASSIVE PRESSURE ARE 30 PCF AND 300 PCF RESPECTIVELY. 1.4 SHOP DRAWINGS SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO ARCHITECT /ENOINFER FOR THE FOLLOWING: 1. •REINFORCING STEEL 2. GL I.IE- LAMINATED MEMBERS 3. P.E. ROOF TRUSSES DO NOT FABRICATE PRIOR TO ARCHITECT'S /ENGINEER'S APPROVAL. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL,• AREAS OVER - EXCAVATED SHALL BE BACKFILLED k1ITH LEAN CONCRETE (f'c - 2000 PSI). OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 DACK.FILL AND COMPACTION BACKFII_L SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALI_ FORMS. SCREEDS. OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6 -INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T -IBO. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE ". PER ACI 301. "SPECIFICATIONS FOR STRUETURAI_ CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH C=ONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IM ACI 301. PLACE CONCRETE PER ACI -304 AND CONFORM TO ACI - 604(306) WINTER CONCRETING AND ACI - 605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALT_ BE PLACED TO AVOID SEGREGATION. HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE. SHALL HE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OP CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PPEMATURE DRYING AND EXCESSI'JF_ HO'F OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER _W_1TH PROPOSED LDNSTRUCTIDN. ,,OR GDCLTROL SOi�ll LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THF' DPAbI1No_. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 13.2 STRENGTH TWENTY -EIGHT DAP COMPRESSIVE STRENGTHS SHALL BE: BEAMS WALLS, COWMNS: 3000 PSI; MAX. SLUMP 4" (SUPERRVISED)t- SLABS ON- GRADE" 2500 PSI; MAX. SLUMP 3" (UNSUPERVISED) FOOTINGS, RETAINING WALLS: 3000 PSI: MAX, SLUMP 4" (SUPERVISED) E_ THESE SLUMPS MAY BE INCREASED IF 'A PROPER ADDITION OF PDZZOLITH IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY NITHOUI CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. 1.3 MATERIAL -- CEMENT..WATER & AGGREGATES PER ACT 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIkD FOR USE OF TYPE III CEMENT. i B. WATER TO BE CLEAN AND POTABLE. 3 C. COARSE. AND FINE AGGREGATES TO CONFORM TO ASTM-C33. I 0 3,4 REINFORCING `_;TEFL DETAIL. PABRIICATE AND PLACE PER ACT -315 AND ACT -315. SUPPORT PPINFORCEMFNTT WITH APPRI�ED CHAIRS. SPACERS, OR TIE -S. A. DI..FORMED BAR RFINFORCEMENT: ASTM A6[5 GP -oil B. WFLDFD WARE FABRIC: A5TM -A185 AND 1)57M -A82 C. DFFPPME.D 13AR ANCHORS: ASTM - "A496 4.0 METALS 4.1 WELDING A. ALL WELDIN,IG SHALL BE IN ACCORDANCE WITH THF "5TRUCIURAL WELDING CC11)E ", ALTS D1.1. B. ALL WELDILNG SHALL BE BY CERTIFIED WELDERS. USE E60 OR F70 ELECTODES.. C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE SHOWN 5,0 STRUCTURAL STTEEL A. ALL- DETAIILING, FABRICATION, AND ERECTION SHALL CONFORM 711 THF RISC, "M(')MUAL OF STEEL CONSTRUCTION ", OTH EDITION. B. STEEL. SHP%pES AND PLATES SHALL BE ASTM A -36. C. BOLTS SHFSLI_ BE ASTM A -325 -N BEARING TYPE (ALL STEEL_ TO STEEL. CONNECT I C)NS). D. METAL PRCJTECTION - ALL MISCELLANEOUS STEEL AND HAPDWORE EXPOSED TO VIEW CJR IN UNHEATED PORTION OF BUILDING SHALL_ BE GALVANIZED PER ASTM A -123 WITH 1.25 OZ. OF ZINC SPELTER PER SQUARE FOOT OF SURFACE AREA. ALL OTHER STEEL SURFACES TO BE SHOP PAINTED AFTER IAE3RICATION. E. SIPUCTLIRGaL TUBE STEEL SHALL. CONFORM TO ASIM A 5('O, GR B (FY 46 VS11. F. ALL STEEL_ BEAM COPING SHALL CONFORM TO RISC STANDARD PRACTICE. 1.0 LARPENIHY 1.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBCR SHALL BE STUD I3RADE DOUGLAS FIR FOR STUDS AND STANDARD OR F13ETTER FOR PLATES OR AS SHOWN ON THF DRAWINGS OR BELOW. ALL 2" LUMBETR SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SO). EACH PIECE OF LUTMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECT i ON IBUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW ?e & 3- STUDS - STUD GRADE DOUGLAS FIR 2e JOIS'TS - 42 DOUGLAS FIR 4 4 & 4 ;< 6 COLUMNS -- kl DOUGLAS FIR 6r. HEADIFPS - (!1 DOUGLAS FIR 4, HEADIERS - k2 DOUGLAS FIR ALL EXIPOSED MATERIALS DR MATERIAL IN CONTACT WITH CONCRETE SHALL BFE PRESSURE TREATED. 7.3 CARPENTRY HAFRDWARE A. BOLTS SHALL. BE ASTM A -307, B. WASPERS `.SHALL BE MALLEABLE IRON WASHERS(MIW). C. NAILS SHALL BE COMMON. AMERICAN OR CANADIAN MANUFACTURER, ONLY. D. LAG SCRELWS, SHEAR PLATES - SSE NATIONAL DESIGN SPECIFICATION. E. ANCHORS TOND CONNECTORS SHALT- BE SIMPSON. TECO, BOWMAN GR OTHER ICBO APPFROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 7.4 MINIMUM NAILING - PER 1982 UBC TABLE X25 -0 X'.5 PLYWOOD EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWCOD ASSOCIATION, ALL GRADING SHALL CONFORM TO PS I. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE C -D INTERIOR GRAIDE WITH EXTERIOR GI_L.!E. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIEDE THE FOLLOWING MINIMUM NAILING: PANEL EDGES 10d AT 6" ON! CENTFP. ]INTERMEDIATE SUPPORT 10d AT 12" ON CENTER ON ROOF AND WALLS AND 10cd A7 10" ON CENTER ON FLOORS. 7.6 GLUED- LAMINATTED TIMBER ALL STRLICTUR(AL GLUED - LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL SF IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.�3, 56 "STRUCTURAL GLUED LAMINATED TIMBER ", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. AII_L MEMBERS SHALL BE EITHER COMBINATION 22F -V4 (SIMPLE 5PnN) OR 22FF -VB (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS `SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF (ADHESIVE PEP P,S. 56. ARCHES SHALL BE COMBINATION 24P -119 AND WAVE EXTERIOR GLUE. ARCHITECTURAL GRADE. 8.0 REINFORCED Mk)SONRY HOLLOW CONCRIETE MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE I GRADE M -1. OOLL061 BRICK MASONRY UNITS SHALL CONFORM TO ASTM 0652, TYPE HEX, GRlADE SO AND MW. MINIMUM COMPRESSIVE STRENGTH SHALL BE PM - 1.350 PSI. ' REINFORCING IBARS IN BOND BEAMS SHALL BE LAPPED 40 BAR DIAMETERS OR 24 INCHES, IWHICHE'VER IS GREATER, AT SPLICES, INTERSECTIONS AND CORNERS. HOTR IPONTAL REINFORCING IN STRUCTURAL BOND BEAMS AT ROOF 1_EVEL AND TIOP OF PARAPET SHALL BE CONTINUOUS AND UNINTERRUPTED. HORIZUNTAL (REINFORCING IN INTERMEDIATE NONSTRUCTURAL BOND BEAMS 1_CICATED AT 4'-0" SPACING SHALL BE INTERRUPTED AT THE CONTROL. JOINTS. CELLLS CONTAINING VERTICAL REINFORCING SHALL BE FILLED I4ITH GPOL!T. LAP 'VERTICAL BARS 40 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. VERTICAL CONTROL JOINTS IN MASONRY WALLS SHALL BE CONTINUOUS FRO', TOP OF FOUNDATION WALL TO TOP OF WALL, INTERRUPTED ONLY BY THE STRUCTURAL BOND BEAM AS NQQ TED ABOVE. THE CONTROL JOINTS IN THE JTPUCTUR'AI_ BOND BEAMS SHALL] BF_ SIMULATED BY A RAKED HEAD JOINT IN THE OUT..R FACE OF THE BOND S -.AM. 1,).,, M I S'CELL. ANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. F'R:OVIDE ERECTION BRACING AS NECESSARY UNTIL_ PERMANENT SUPPORT AND 431- II'= Fh1FSS III,[-- I: "STFlI_L,f -_'D. REFER TO ARCH ITECTUR'Al_ FLAiq5 FOR WALL OFF111I1`1G. AF:CHITECTURAI.. TREATMENT AND DIMENSIONS NOT SHOWN. ?EFFR TO 1IErH /1NICAl._ AND ELECTEIIOAL PLANS FOR SIZE: AND LOCATION OF A'I- ORFNINGS FOR DUCTS. PIPES, CONDUITS. ET'C.. NOT SHOWN, GENERAL NOTES 1. PLEASE 1,101IFY THE ARCHITECT IF ANY DISCREPANCIES EXIST WIT=HIN THE DRAWINGS. 2. ALL METHODS, MATERIALS & WORKMANSHIP SHALL CONFORM TO THE 1995 UBC AS AMENDED & ADOPTED BY THE LOCAL JURISDICTION. 3. COMPLY WITH ALL APPLICABLE CODES & ORDINANCES. 4. VERIFY GRADES SHOWN ON DRAWINGS. 5. LIMLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF STUDS. 6. DO NOT SCALE DRAWINGS. 7. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT DR BY OTHERS. 9. VERIFY SIZE & LOCATION OF & PROVIDE ALL OPENINGS THROUGH FLOORS A WALLS, FURRING CURBS, ANCHORS, INSERTS, MACHINE BASES AND ROUGH BUCKS & BACKING FOR SURFACE - MOUNTED ITEMS. JOIST NOTCHING AND HOLE BORING SHALT_ COMPLY WITH UBC 2517(d)3. P. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE & SHALL BE COMPLETE. I_Y PROVIDED AS IF DRAWN IN FULL. 10. CUT SLOPES TO 2:1 MAXIMUM. 11. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS. INTERIOR ELEVATIONS, OR DETAILS SHALL BE 3" FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN. 12. FINISH FLOOR (FIN, FEB.) REFERS TO TOP OF PLYWOOD SUBFLOOR, LIGHT WEIGHT CONCRETE, OR CONCRETE SLAB. 13. TYPICAL FRAME PARTITIONS: 2x6 STUDS AT 16" O.C. INTERIOR - 2,,6 OR 2x4 a 16 O.C. PER FLOOR PLANS 14. REFER TO INTERIOR ELEVATIONS FOR CABINET COUNTER LENGTHS, DIMENSIONS. COUNTERTOP MATERIALS AND DETAIL REFERENCE. VERIFY ALI_ DIMENSIONS. 15. PROVIDE DOUBLE JOIST UNDER BEARING WALLS WHICH ARE PARALLFI. WITH FRAMING DIRECTJON. 16. MOISTORE CONTROL: A, WALLS - INSET STAPLED BATTS WITH A PERM RATING EQUAL OR LESS THAN ONE MAY BE INSTALLED IF NAPLES ARE PLACED MAXIMUM B" O.C. AND GAPS BETWEEN THE FACING AND FRAMING DO NOT EXCEED 1/16 ". p, CEILING WITH ATTIC - NO REQUIREMENTS. C. CATHEDRAL CEILING (NO ATTIC( VAPOR RETARDER HAVING A DRY CUP PERM RATING OF 1.0 OR LESS. D. EXTERIOR JOINTS AROUND WINDOWS AND DOORS FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND RUDE AND BETWEEN WALT_ PANELS: OPENINGS 'AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS. FLOORS AND ROOFS: AND AI _L OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALT_ BE SEALED, CAULKED. GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. E. ALL EXTERIOR DOORS OR DOORS SERVING AS AN ACCESS 10 AN ENCLOSED UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT AIR - LEAKAGE APOUND THEIR PERIMETER WHEN IN A CLOSED POSITION. ALLOWASI_F INFILTPATION RATE = 0.5 CFM. F. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT AIR LEAKAGE_ INTO DR FROM THE BUILDING ENVELOPE. MANUFACTURED WINDOWS SHALL HAVE AIR INFILTRATION RATES NO GREATER THAN 0.5 CFM. G. ALL WINDOWS SHALL BE ALUMINUM DOUBLE GLAZED. SAFETY GLASS AT SLIDING GLASS DOOR. SEE FLOOR PLANS FOR "U" VALUES AND COMPONENT CALCULATIONS. 17. ELECTRICAL /MECHANIICAL /PLUMBING: A. HVAC CONTRACTOR TO PROVIDE HEATING LOAD CALCULATIONS TO THE LOCAL JURISDICTION FOR APPROVAL PRIOR TO CONSTRUCTION (WITHIN 150% OF CALCULATED HEAT LOSS). B, ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING POWER BUDGET (SECTION 426, 1986 WASHINGTON STATE ENERGY CODE) TO THE LOCAL- JURISDICTION FOR APPROVAL PRIOR TO CONSTRUCTION. C. LUECTRICAL BASEBOARD HEATERS SHALL_ SATISFY THE FOLLOWING REOUIREMENTS (IF USED): (t) THEY SHALL BEAR A PERMANENT AND LEGIBLE FACTORY- APPI_IFD NAME PLATE INDICATING THE MANUFACTURER. CATALOG NUMBER. ELECTRIC RATING IN VOLTS AND AMPERES (OR WATTS AND CLEARANCES TO COMBUSTIBLES, ETC. UMC SECTION 507(b). (2) THEY SHALL BE ACCOMPANIED BY INSTALLATION INSTRUCTIONS AND TEMPERATURE RATING OF FIELD - INSTALLED WIRING CONNECTIONS IF LIVER 60 C (140 f), UMC SECTION 507(b). (3) EACH UNIT SHALL HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT FROM THE UNIT UMC SECTION 507(b) (WITH MANUALLY ADJUSTED THERMOSTAT) . D. WATER FLOW LIMITING DEVICES SHALL BE PROVIDED AT LAVATORIES (0.5 GPM) AND AT ALL SHOWERS (3 GPM) . E. WATER HEATERS IN CLOSETS SHALL BE ELECTRIC ONLY. IT- WATER HEATER HAS A NON -RIGID WATER CONNECTION AND IS OVER 4 FEET IN HEIGHT, IT MIDST BE ANCHORED OR STRAPPED TO THE WALL. (UMC 50L) (PROVIDE WATER HEATER TEMPERATURE CONTROL) . WATER HEATERS �HAI_L BE LABEL -ED AS COMPLYING WITH ASHRAE STANDARD 90A -P0. 15. ONE -'HOUR CONSTRUCTION: A. PROVIDE 1 -HOUR RATED FLOOR /CEILING, ROOF /CEILING. AND WALL ASSEMBLIES AT LOCATIONS CALLED OUT IN THE DRAWINGS. B. SEE WALL SECTIONS AND STAIR SECTIONS FOR 1 -HOUR RATED ASSEMBLY INFORMATION: C. DUCTS PENETRATING RATED ASSEMBLIES SHALL BE EQUIPPED WITH FIRE DAMPERS COMPLYING WITH THE REQUIREMENTS OF UBC STANDARD NO. 43--7. D. PENETRATIONS THROUGH 1 -HOUR RATED ASSEMBLIES AT INTERIOR CORRIDORS SHALL BE FIRE - STOPPED WITH APPROVED MATERIALS PER U.B.C. STANDARD RIO. 43 -1. THE FOLLOWING PENETRATIONS ARE. At (1.) COPPER OR FERROUS PIPES OR CONDUITS WITH FIRE - STOPPING. (2,) STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SO. IN. 'MAXIMUM AGGREGATE AREA: 100 SO. IN. PER 100 SO. FT. OF WALL AREA). PROVIDE 24" OUTLET HORIZONTAL SEPARATION. E. INTERIOR OPENINGS INTO 1 -HOUR CORRIDORS OTHER THAN DOORS OR DUCTS SHALL BE PROTECTED BY FIXED, APPROVED 1/4" THICK WIRED GLASS INSTALLED IN STEEL FRAMES OR HELD IN PLACE BY STEEL_ GLAZING ANGLE=S. MARK A. ANDERSON & ASSOCIATES Structural Engineering Consultants W M W a e 0 LuH Lu 0 Z Q t I a O ' v,l cc uj 9 N ro j F 3 m � U) Z Cl L /W V L_Q r MN cr. i V ui n mco 0 Q Z N a rr L 0 IUL K < Q Jm�M 5 U I'd > o It 0 0 0 r I N 10 N co N N 0 N W {0 ED co 0 0) 3 3 i 0 Q W I- K 8 M W F y! N 7 K 0 D IA Z W W he n IZ W J cc 4c W Z Z N < M 0 P. M WN U Z 9 N ro j � o 3 m � U) d Cl L It 0 0 0 r I N 10 N co N N 0 N W {0 ED co 0 0) 3 3 i 0 Q W I- K 8 M W F y! N 7 K 0 D IA Z W W he n IZ W J cc 4c W Z Z N < M 0 P. M WN N E 0 N 9 R3UR GOIJG. ei� I - jr,NrLY AROULC COL,. WLI(2) LArgRci y aoF v h-r 5rwN b prECK pLAtil I a WALL �iCN 24tm G171JG i I -d ASR I, I .. . e I q co N e. W L'LDG�O TO I ' I a PjUfiDM UM' � �1fL GAL GOL. 9 4 .d T1W DETA I4 .Q i r -- F- �I 0 N 1= to 11� jN II II III ID (p" peODUD WALL j GRAWL yPACE @ G'X'f• _ Att.B� -ri � I pp I j Cc 9,° _7-Cn' _'1 -Co i_G- 7' -Co 4GOf.1 II10� _ 8 II -O'er III -�" _ �IgtlxO IIGp1,17 �I).1G 8 °K Coi1GOIJ'(. G'OOrI ti1G 9e O :p I G'' �aUUO AALL % e-^ - - -� C I GI I GI pl GI GI I � _ - _ L 1 _. - _ 1 L_ J L n to r r GI �— r �— r r G�1 -I 1 / FI �' (o° I' 3° 7 3" l'.'�" 7' 3' 7 3° �'1 r L 1 L 1 0 P2 12 ao ( � I j I L 1 l L 1 I- J r.�J J. 1 I—+.1 L.r 1 1•D tc 41 f'2 %' 7- 10.9 111.0.1 Iii 911 III -��I� _O h g 'T. Pi Pi i_ LGI —� L 1 �Z. IQ WA L L \• -7 I � 1 � -9 � 9" �-q � -`� � -q rD -q - 4-" � ' 3 7-t7 -o r LIIr-OUIJD. WALLP— G T. I G2 �F2 i G �I a � I� �._ r �— _ _ _ i / 8" x I(o° GotJT r- aof,K4 L v L L 1 L J L J L J I J \8" poUIJt7. WALL °- jA(JG. BxIC,oG01.1 Gd/�tluG I�C2) v 0 a "yl(o'ICO�J'f �'ooi17JC r46Gp(,.t1; _ - - -__ _ - JAI Fa1ur.� /�-rlc�rJ cALc._ Ly�tirrl�lG�� I 16 21 1150 _ 94'�n j1 y1n \F12a\JiOCS 74)8 °x16 Z-- izeeJwz:) 4 J v n hl (p" I-OU1J0. WALL, @QXT _ hPAGL°o G� U[1 �Ll (APtRouUDT 7 PL2 IV F_ fER - -- - - - -- --------- - - - - -- f ARG++ FiA1.19y (gyp' -(�" 4'•0° 1-7'-0" I5' -Co" 41-0' (n ©'- Jd" ff- ry (L 2x 10 uUpS � I(D° O.cG, Eti0 WALL- O.G. Q UOWf'-+ AALL- 5�g vLOOR PLYwovtD (fdU) 'CJ. I. GC/R (,LD.L.I 0721- i0 AALL v 2x8 q, Pf �/A . (9NCKAf1 (- IALL'-AoLe.. Z a4 0 lo" ac. ,-rowz r- IKJ (1)0-44 Tae _y. 4" � 4 w�ALT ao° NaoK�, F0=NG I � I N y PIAR WALL- 'f,J.l JOlhr- prECK pLAtil Kod C-fa IC Qv V' PIAR WALL- 'f,J.l JOlhr- prECK pLAtil a WALL �iCN DE'T`AIL AT MAIN FLOOR 3 8 4 - I'-D (2) caMP50u ' POU4112 WAU- F� -(0 CLAM rlgUIJP. Vwb. L I� c L GOUk1D WALL �I }� a IIII P,orrvr+ ow �T4 F�OdT1 2 /g T 4 PL-fw rJl mr-LIC4 6rW .011:lf WeIP 6ClAml? 11r - -I (oxl2 ffv &A& 091�rr i-J/ 61mpwivk) bC. r'awrlL6 )'C'R TYPICAL DET*& AT cmwL AM POST 3 4' =1' '9j1 • TJI Jol°if Q (2-)I(.d iHRU K)LKG TO YA. aM r--WD ✓A. SIDC� OF PJL.KCa MARK A. ANDERSON & ASSOCIATES �. . - FW-JEC T- NOF-TH I CRAWL SPACE FRAMING/ FOUNDATION PLAN NOTES: 1. ALL FLOOR JOISTS FRAMING AS SHOWN ARE 11 -7 /8" T.J.I. 25 SPACED @ 16" O.C. UNLESS OTHERWISE NOTED ON PLANS.(STAGE AREA @ 12" D.C.) 2. FLOOR DIAPHRAGM: f'/d °' T &G PLYWOOD (P.I.= 48/24) W/ 10d NAILS @ 6" D.C. @ PANEL EDGES & @10" O.C. @ INTERMEDIATE SUPPORTS. I%(' T4Cy (2 -4 -1 ) e SANC.TUN12Y 3. FLOOR DIAPHRAGM SHALL BE GLUED & NAILED TO T.J.I. FLOOR JOISTS PER MANU. SPEC.. 4. T.J.I. FLOOR JOIST CAN BE SET IN A CONTINUOUS MANOR OVER THE BEAM SUPPORTS. WHERE BEAMS ARE CONTINUOUS- TOP CHORDS OF T.J.I.'S SHALL BE .CUT PER MANU. SPECS.. 5, BEAM HANGERS AS NOTED ON PLANS ARE: H1 SIMPSON 8612 H2 SIMPSON HHB612 H3 SIMPSON GB7 W/ SIDE SHIMS 6. FOOTING SCHEDULE: MARK SIZE REINF. F -1 G" X 2' -6" (2) 04 E. W. F -2 10" X 3' -0" (3),#4 E. W. Stractura/ Engineering Consu /touts W N LL a z O N w W z Q Y a Qv V' a co O W N LL a z O N w W z Q Y a m O IA 70 I N M N 70 O N ro W 3 z I- z W cc 0 M W F N 2 O N W Z W Q z a a O M co O n 1 co N 70 O IA IA N N � 3 W v d Z a � r U N LI � 0 > Z OF N D a ar W Y a�7 x ca J � t'' d W a z TT d Y N co N M O 00 .e2 i U C N 3 � O) a o u m O IA 70 I N M N 70 O N ro W 3 z I- z W cc 0 M W F N 2 O N W Z W Q z a a O M QO-fl?; elrAGL/ Y�Rb Mlt oW'2 "MCW MAII.i r�L,00I e,o 2xIOJ01�7f -f0 FVa" r ",NL-LC, Tlifa PL�RPgN t71G�JL�.1� 'rd r rLOOR JOI -Yf�?. bLzrGK1 ukir)e'K MAIN PO"'/ W e)e- rw;'o" TJl,c) M4y ,ip A CW, 2xI&C-) �-NA P>r,/ 4' @ 41, O. G. C -VAMIt K4 '(JI 12d d,G. I z E 0 @ iiG° O.0 -, UIJLL��fJ dT14�fz I.Jl�i� r�aK�o au (�ti FLOOR FRWNG PLAN O O 5 51 MARK A. ANDERSON & ASSOCIATES --- NRO.JEGT i♦1 Structure/ Engineering C64SUitI&S IBS �S CpV off �Q 4 Q d W W m W n z O N ui W D z 6 d Y Q :l 11 �I 3-162�1 O w m m I m N N m O N N N O m W 3 z zZ W 0 co) W F U) U) x O m W z Z a z a 0 O N co It O r- I m N m O cm Of O 4 m O � 3 Z a � /W V O Z U Q a ci 3 V N W W z a m 0 1� W Y N 3 cc LU a a z M N r, � m ILE J 3-162�1 O w m m I m N N m O N N N O m W 3 z zZ W 0 co) W F U) U) x O m W z Z a z a 0 O N POOF VENTILATION CPLCUfAT10NS . iPi• T I v 144/300. 895 sq. ins /2• a,, sq.in. ­A­1 @ ,dge I. 18ZA 51 Provde, 7 Root Jacks P 64 sq.i .` 4 ^ s 48" U Eave -48 truss sVtl,a Pn 12 an ,n 11. OAkgGTUARY WALL -ICU Tot., area prowl IOZA q . s .- 41UPOW ARVA, I /SQO. 634 a9.fn. 12. 317 11.1n. ­,u ,—d 830 A9• 2. 1320 s1 v 144 Prowl , 6 Root Jac-+ ! 6a so fn.° 4 n. I/21' F.YWD FLT 'r'Refo(e E__ 22 t,Y.. +paces @ 12 sq.fn . 261 MP501.I Allbb Total area pl. —O'df 140 sq.fn. '(O hfUD VAILh TOP/ 1.4 1300. 677 +q. 114.12. 339 .0.114. required 0J-dse 3. IAIo at v Pr Avlde, 6 Noet Jacks ! 64 ao.1n.= P�QAGe- ZEG De'fAIL N E ave-23 truss +pace. @ 12 sA.iA . 276 NAILING @ 4" IO.C. & BLOCKED Total area provided, `GGO sq. in. OTHERWISE v 1441300. 225 +q.iA. 12. 113 .0.114. r.NVireu. P12B qe 4. 46B •f Provide- 2 RAdi Jack+ ! 64 +q.in.• 0.114. cc Eavrla ,ruts spaces ! l2 sg.in 132 so" F Total are. provided- 260 +q•,n. d 77 14411,0. 212 N•tn. rz• 106 "-in' required 0 ride. Previd+t Bid,• 30 truss specs• 012 •e.in• 120 .q.in, 4 uw-io truss w.p.. • 12 .q- n 120 =i: - ' � Total ere. nWid•d, Z 612 04 a 1441300+ 294 W•1n.121 147 sq•in, requir" 0 ridge 6. provide - 3 akaf Jacks a 64 w.in.• aq.tn. a Eaw -14 truss spaces ! 12 .0.114 ' (x-rA1l, enu s lctai are. provided - 160 +q•tn. 992 - 1441000+ 476 .0.1..12. 238 •q.ic- required 0256 90.114. 7• 11 Provide- *".I J.ck +! 44 ad-1n.. SIDES W/ 1/2" X 10" A.B. @ 16" 1 EMr30 true. •vac.+ a 12 •q.,A • D.C. Total area provided - 6141 3100 s1 c 144/300. 1480 ...in. /2. 744 +0.114. requirW a rides 0. provide- 121 30" di.. vent +! 700 •It in. • 1400 .4.114. Eev. -6i truss spaces 412 w•in. • 32 sa.in. Total area providedv 2 i �v 1111 PLYWOOD ti1MPtiJON uD2 CM6eY 'TRUSS @ SANGTUAxY- O'rWC'kt,'115G i rGVG�RY OfHL'IZTRUZ4 (-rrP�- ` I - 2x41 SfUai @ 1&j1406., (AP LIL TRUSS DETAIL AT SAVE 474'1' I i -O" 7_ / VJ V f'L,YI.JDOO POOr DIAY�HRAC;IM LAYOUT TYPICAL. G 1 v \i/2" . iPi• T I R NORTH � -IOUT-k 'riAWC,TUARY WALLh f- I- JAL , - rAC)L,0 \ 2xIG� E IG'Ia.G. wept 48" U 4FA�14GiK 4kQ ,C•& AAI.1P, L, OAkgGTUARY WALL -ICU - t/xAT10IJ�J Q VIIGLD. S .- 41UPOW ARVA, I ��IC.dtr-ro quo Z-& OLY(4 PO1Z(5) TVU9h I I!�P A'F� Q P RAGE' LGY�6rUJN�i JJ Ow "7Glci Rush I/21' F.YWD FLT 'r'Refo(e r MP501.I Allbb L_ @ z410.G. '(O hfUD VAILh TOP/ NOTLv; '/OR -TOP Ow WALL, 0 DETAIL AT We SANG. WAl1 3 P�QAGe- ZEG De'fAIL N L>< NAILING @ 4" IO.C. & BLOCKED EA. END UNLESS OTHERWISE PdOty CAvc ON 1 v \i/2" v J Roof DIAPHKA ,M r0 iPi• T I (�R 5Wt%o.rl be L'X KD r'OR Id Ah �AVWQ d I- JAL , - rAC)L,0 \ "X "AReA, U15C 10<1 0A1 L,6) e •� 48" U 4FA�14GiK 4kQ ,C•& AAI.1P, L, G.W.B. INT. W/ 1/2" G.S.B. EXT. - t/xAT10IJ�J Q VIIGLD. S .- 41UPOW ARVA, I W/ TYPICAL NAILING @ 7" O.C. Z-& OLY(4 PO1Z(5) TVU9h I I!�P A'F� Q P RAGE' LGY�6rUJN�i JJ yS A H TeI 7`I2U69 d I/21' F.YWD FLT 'r'Refo(e r MP501.I Allbb L_ @ z410.G. '(O hfUD VAILh TOP/ 6p1fOM DETAIL AT We SANG. WAl1 3 Gx Gx8 Gx8 :cx8} (yxB Cr xB L>< NAILING @ 4" IO.C. & BLOCKED OF- WALL rr'e W T 2215 (5A rd pe ea w 12UCAet) 511 a ok 7 �z 10j(34 06 C� 2dO4. rRoM bwAGe fa G I 1211 PLYWD rw4m iPi• T I (�R 5Wt%o.rl \ I- JAL , - rAC)L,0 z �riMfx7J' N U2(o 48" U 4FA�14GiK 4 YOP'COL, G.W.B. INT. W/ 1/2" G.S.B. EXT. - t/xAT10IJ�J Q / .- 41UPOW ARVA, I W/ TYPICAL NAILING @ 7" O.C. Z-& OLY(4 PO1Z(5) TVU9h I I!�P A'F� Q P RAGE' LGY�6rUJN�i JJ yS A H TeI 7`I2U69 d I/21' F.YWD FLT 'r'Refo(e r MP501.I Allbb TYP. (4) IGd 'GI O it @ z410.G. '(O hfUD VAILh TOP/ 6p1fOM DETAIL AT We SANG. WAl1 3 ,5 /Al r110— 3. -AP foe Ow "ALL. q, �n1M(xiO�J �71"'L215 G hPLIlXF� GAB Gx8 TKU55 5eL'rkU,�6tO MAM OC�TAIL _ I 1�2i1 PLYWOOD W /QAIL.,Q(A -- voR 'GI ;,r 6we'Ae LWLL -AbL.0 �(2) 2" TJWL1 PJOLr ch S T��}x4x�2n OP 12d (P — COh1G, GuI,uM1.�. i v o_o 1 — -0— O� 0 N C� ryk h` c J a N U OojbLJ e FLAT �QTTS2C�1 !2404 �-fkU •� r2locTE O p, � v✓:LA'� PR 6A � GArI.G'h Tl-FKj I �F41EET _._ V / U V OLoPl1.lCk1 WALL COMPOSIT ION 'NOTES_ nerr�Nt 1. GNoRo 5/B" G.W.B. EA• SIDE OR 5/8" W/ ! p O �" O D(zAFT�•ro -L�11L1, %2��4.(akf.9, OojbLJ e FLAT �QTTS2C�1 !2404 �-fkU •� r2locTE O p, � v✓:LA'� PR 6A � GArI.G'h Tl-FKj I �F41EET _._ V / U V WALL COMPOSIT ION 'NOTES_ 1C 1. SHEAR 5/B" G.W.B. EA• SIDE OR 5/8" W/ ! p O �" O D(zAFT�•ro -L�11L1, %2��4.(akf.9, �s G.W.B. INT. W/ 1/2" G.S.B. EXT. 12u PLf'X�PLYL -.)D WALLS = aR �/8'� PL O. 601JT, 'a pj W/ TYPICAL NAILING @ 7" O.C. Pe T�U55 m V yS A H TeI 7`I2U69 d EXT. HEADERS 4' r 4B" O.C. N r� ON PG�2 PLAN N v SAME AS (R) ABOVE BUT TYPICAL 3. ALL HEADERS TAKE (1) - B.R.G. NAILING @ 4" IO.C. & BLOCKED EA. END UNLESS OTHERWISE W/ 1/2" DIA. IA.B. X 10" A.B. ON 0 di 14111491c, @ 32" O.C. cc O - L7 F W 3 d 77 � � � � 1JOTYlS gNAl9�0 LJA.LL�j 111DIGe��GD 4 8 ' � GA-IC�A(L WOLIfi YO � GOMr�✓cD PeR Z Sk SAME AS (C) BUT PANEL EDGE 67We 412 WALL'AP_lk PGL.04 1�51i G" } Gi 2 I � a (x-rA1l, enu s o' SAME AS (C) BIUT PLYWOOD BOTH N+ (N4 _. CINRAP -1"OPOr� WALL �,I^��11 "pJJ� 2215 1CGi� V Q 0 � l7 � t d e -A.Opw e5'oky. -12" GONG. COL. ARouuo yrelkL. COL. tI � Z9 O , 10'11\1 � P '21"H'�J01.I DA35 a IG„ D.G. tIETA�. AT ROC1F 51e -11 -0 MARK A, ANDE - -- PROJECT NO( TH ROOF FRAMING NOTES: WALL COMPOSIT ION 'NOTES_ iQ» 1. SHEAR 5/B" G.W.B. EA• SIDE OR 5/8" W/ M It �s G.W.B. INT. W/ 1/2" G.S.B. EXT. 12u PLf'X�PLYL -.)D WALLS W/ TYPICAL NAILING @ 7" O.C. Pe T�U55 m V UNBLOCKED W/ 1/2" DIA. R.B. @ EXT. HEADERS 4' -0" & SMALLER SHALL 4B" O.C. SNL�AR WALL, NOTED ON PG�2 PLAN N v SAME AS (R) ABOVE BUT TYPICAL 3. ALL HEADERS TAKE (1) - B.R.G. NAILING @ 4" IO.C. & BLOCKED EA. END UNLESS OTHERWISE W/ 1/2" DIA. IA.B. X 10" A.B. ON 0 PLAN. @ 32" O.C. cc x 1/2" C.D.X. PLYWOOD (1) SIDE W/ W 3 �-�• Bd NAILS @ 4" D.C. @ PANEL EDGE & @ 12" D.C. IFIELD BLOCKED W/ 11.1 1/2" DIA. X 110" A.B. @ 32" O.C. O 0 SAME AS (C) BUT PANEL EDGE F NAILING @ 3" IO.C. W/ 1/2" X 10" a R.B. @ 24" O.IC. SAME AS (C) BIUT PLYWOOD BOTH t�UU� SIDES W/ 1/2" X 10" A.B. @ 16" 1 D.C. SON & ASSOCIATES U - -- PROJECT NO( TH ROOF FRAMING NOTES: iQ» 1. SPLICE TOP OF WALL PLATE LINES W/ M It SIMPSON ST2215 @ NORTH & SOUTH WALLS OF SANCTUARY. m V 2. EXT. HEADERS 4' -0" & SMALLER SHALL BE 4X8" UNLESS OTHERWISE NOTED ON PLAN. N v 3. ALL HEADERS TAKE (1) - B.R.G. STUD EA. END UNLESS OTHERWISE NOTED ON 0 PLAN. cc Structural Engineering Consultants IOC 6 iQ» a4j 1 Z. M It R � O m V it) O W to W CL Z O N 0 O Z Q a Y 4Z a 2 S3 O a to to ) a M N to O .N.r LO N O O O 3 z O I- Z W cc g W F N 2 O co W 7 2 W Q Z a a 0 CO) M It O m it) O N v w ro 0 cc W 3 11.1 O 0 F a c U W ul � d a o go Z uj Y x 3 `f4 � F �y QQ IL > O N N n o to N F V a0 03 d r O > Z � � u C 0 T 3 (1) O M D J S3 O a to to ) a M N to O .N.r LO N O O O 3 z O I- Z W cc g W F N 2 O co W 7 2 W Q Z a a 0 CO) LT F3 z i 0 N i IGow L t Ilo G IQ) I F=�- _ ICeO W ICaOW I1cOLJ - Q i ILUap x.EWIT a Llci+�T 4A, LAW GC I I&OW I11OW I(10w low 220 ) IR6 uT IILa /W 160W iCaOW 6(2W I T LIGWF}TI rJU n'( P�Iar,�R� P6hlcx�l, , II 19_UoRls4yl CUT -wcrwr VALALIGLO JA I II V VF yq�W �ILl7W I 0o W I I �IOOW NOTES: I SOW 1(ow I(ow - - - - -- law - 16oW I �IoOW IloO WI! # ICoOW GLOW I(oOW IlaOW ICeOW ICON (low 1f`• 16ow w 11.01 -I rT M. 1h)lb 1. ALL WIRING Tp.BE PLACED IN METALLIC CONDUIT. 2. PROVIDE AN APPROVED FIRE ALARM SYSTEM IF THE BUILDING IS USED AS AN El OCCUPANCY (EDUCATIONAL THROUGH 12TH GRADE) OR E3 (DAY -CARE) IF OVER 50 STUDENTS. ALARM SYSTEM DESIGN BY BIDDER /DESIGNER. 3. FAMILY WORSHIP CENTER, ADMINISTRATION AREA, KITCHEN, WORK ROOM AND NURSERY TD BE PROVIDED WITH AN APPROVED MECHANICAL HEATING /COOLING /VENTILATION SYSTEM PER THE UNIFORM BUILDING CODE REQUIREMENTS, EQUIPMENT TO BE LOCATED IN CRAWL SPACE. DESIGN BY BIDDER DESIGNER. REMAINING BUILDING AREAS TO BE HEATED BY ELECTRIC BASEBOARD UNITS SIZED BY BIDDER /DESIGNER. UGMTING PLAN V4° � O' MARK AE ANDERSON & ASSOCIATES ELECiAIC+M. SYMM KEY • DUPLEX OUTLET • MPLFX MTLU (SWITCH OWE BIDE) 0- DUPLEX OUTW BuTUPFADM *. DUPLEX OUILE7 (ORO WD MELT INTER.) • CUTLET U WIRE. EEO V.) 4 OUTLET OPECIAL PU "L WD V.) S $ SNITCH 4 POLE) SWITCH Cl WAY) r SWITCH SMTEIIPHDOR) G JWCTION Sm D) O THENWAT SNORE BSTCC'UR. -4 p y g M. WqA -N CHIMES BVr"N . Q INCOMSCQR LIST. CEILING p ®. (� INCM DESCFM LIMR. WN.L RID. IWANDESCENT INCMDE&m LIart.PULL immmG. (,r IWCAM MMR LISHT. MaWT, CLS. a V IWCAWESCaR LIMB. RECESSED. CIG. IwANOLSCaa LIMIT, S . CEILING W:i ELLOWSCEM LIOW. SUPACL CEILING BW ELUOAExFM LIOM.RE000NACEILIM G O Von LIW/VENT 0 Q ® HEATtMff HUTILIaT/VENT Clam BASEBOARD HEATER W _ ELWMCAL. PAW. U nks Structural Engineering Consultants W� WW NS W� G W N ui a z 0 M K W O z a d Y a IM 0 m ) N M N m 0 N V N O M OI 3 z zz W G O M W H N F 0 N W z z W Q z Q a O co co 0 I• i N m 0 i O OW M O � 3 Q Z o 0 Q F 3 N W d z oil. pLW' E aYa J W F b z N a ' b M r N a ro o Z Q) U O a- � c� � _C� J IM 0 m ) N M N m 0 N V N O M OI 3 z zz W G O M W H N F 0 N W z z W Q z Q a O co 33Z 353 33a mrWm LEGEND PROPERTY UME Ex15TIMl CONTOUR —358 FIn15HED yRADE — — — FUTURE UrAM51011 — — — — — FuTURE LXFAN510M MEW 5TORM SEWER LINE ANDCATCHDO51N NEW 50MITARY SEWER LINE EK15TINy WATER MAIN NEW WATER LINE AND FIRE HYDRANT. :I VICINITY MAIP o O P O P`yQCP +PCP O P F s Hy, YS ,o SITE 103 rd ST. SCALE: 2' -1 MILE SHEET INDEX Cl GRADING, DRAINAGE, TEMP. EROSION CONTROL AND UTILITIES PLAN C2 DETAILS AND SPECIFICATIONS 335 334 F 4v3, —X — % —% 51LT FEnCE f�ppp� 334 v 9 09„ L 4� 334 33 _ 335 3 / / 333 % �7 _ / 3310 f 500THWI =5TMY LINITS OF TNC r r _ o -- �glo fcy 33� �zz �Ua Z r / zw�A o. / W z lm0 I� to PI W II 0 N I'I l I (� N IIi W I; In z it 3 1.'i �••� 0 Z D j �-1 Cb #l0(TY -EI) 3� +I .0 / ��� 00 W ,, ��,33g•5 -� C15 Z (TYPE I) _ 337 33� a RIM= 335.7 INV.= 551.7 Cb# I (TYPE I) 33� x RIM = 335.7 — 1 INV° 331.7 331 \\ 145 L Z° F PUC -- - - -- 140 LF IZ° PE p� 397.5 x s= ao 5= 13.001.5 i n0 GUR61ny RI # 4 ( lE ) o = I. I 1 - ---- - - - - -- - - - -- ° -- �DRAIfIAL,E - d 3310 BEAKS s MOTE: ZV- �'7SEPARATI[JI' A -PROX. 610 LF OF SILT FENCE \ I p / a TO bE IN5T0LLED,rLR DETAIL* 7 5HEET Z ,-111011 TO COMMEMCINy ANY rRADINy On -SITE. \ i X — % — %- Cb 3 (TYPE I) 17 32 °49'JO "A✓ 4Z2.67' Cb* 5 (TYPE I) _ \9 RIM = 335.'1 RIM = 536.7 3� IMV. = 531.7 �^ IMV = 35Z.7 3 J A I -Wli FI11EUY ASSENIbIX RIM = 331b.I INV = 55z z r 50 9))0 ,337 1 -6114 TEE W /CONC. a1. alb i 0 0 QI n a Z U) 2 W �otic� % ; SCALE lu =3D a r, a 00 UJ Z 'maw / 5AWCUT AND REMOVE U. ASPHALT TO FORM A 4' WIDE / TRENCH.In5TALL WATERMAIN / AND 6ACKFILL. InsrALL AT EX. to MAIn I- b X Io TA -rlkl SLEEVE W /CONC. 5LOCKIIy I -b° yATE VALVE 55 LF It D.I.P — 5AWCUT Ex. ED�E OF PAVEMENT WE5T or DRIVEWAY TO PROVIDE 5MODTH MATCH LIME FOR NEW - AVEMENT WIDENINk. PAIMT EDIIt W /EMUL51FIfD ASPHALT PRIOR TO - AVIMy.5EE WlDflilnlq brCTIOn, 51-IFET Z DTL# 0 . NEW 5.5; WIDE SIDEWALK - NEW E)(TIRUDED CONC. CURB - MEW AS -HALT PAVEMENT WIDENINIa 5EE 5TZET 5ECTION • 51lEET Z DTL# 6. [PACIFIC WGINEERINO COMPANY PROJECT NO b9- 56 DRAWN BY � ISS E DATE 7 -7-05 LATEST REV Cr � CIVIL ENGINEERING AND PLANNING CONSULTANTS X3= m �. - a a d >.o v PROJECT NO b9- 56 DRAWN BY � ISS E DATE 7 -7-05 LATEST REV Cr � CIVIL ENGINEERING AND PLANNING CONSULTANTS 3 4" 26' -4' 1 -1 =1 CBp2(TYPEI) NDTE 5EE 5WEETC-I POR ADDITIONAL C614(TYPED M N I RIM=335.7 LRADED,LRQVELPARKIMy A.C.PQVEMEf1T I� L LOT. (TO DE PAVED In THE PARKINL LOT, I,RADINL, E DRQINQLE irif0. RIM= 33b.7 FF }� , NV If1V =332.7 - - - -- FUTURE) DOWNSPOUT UIL,N POINT= ji PLAN VIEW CATCH BASIN BODY FLDW - o 337.5 �llk 1 ' PVC TE N aiow .- C.I. FRAME 8 GRATE APWA STD. PLAN E INTO TI4IT1 LIME ADJUST 49 48 LF 12 (PEKE) PVC (SIZE Of TEE '5 � TUTLIME j.; CONCRETE BRICKO GRADE WITH - - -_ .....___ _.__.. -......_._ ...... '� _ - - 5= 0.001�8 , �.- 19' DIAMETER KNOCKOUT HIGH ELI' all I A5 INDICATED IN PLAN) EXTENSION RINGS 6 "a 12 iil"�HI ' •.® e� �> a F - IN EACH FACE TO - fIOTE° PIPE SLOPE z,'R�' [ _ ` '�a `�i¢'fl� 1"- - - -5CE LRRDIfII, 4 DRRINALE PLAn o O ACCEPT MAXIMUM 12 RCP. CI -L_- # , d,2 � -1 v 0.000 (PLnT),TYPICAL 5EE CR055 5ECTIOMI go oao' III 5EE PAVEMENT 5ECTION,DET. 4, TH15 5WT. �r FOR LOCAT10n5 Of TILHTLIIIE. C.I. FRAME, BRICK, EXTENSION RINGS, 8 PIPE O,D D MAXIMUM wd "qo 0 �Cn COf NECTI0f15 TO YRRD DRAINS SHALL BE SET IN PORTLAND CEMENT GROUT 5p pP COMPACTED SURLRADE. ORCATCHBASIfiS(5= 1.09Mlfl.) C ul Z "DIQ.145HEDROCK. :4� 5 I/2i' / 4" PEKE PVG FDOTIfIL; DRAIN (DRYLILHT OR NOTE: SUITABLE ALTERNATE Is ce- I5 IZ" PVC (PEKE) CONNECT TO DRQINALE STRUCTURE) RENTON CONCRETE PRODUCTS r DOWNSPOUT TO TIGHTLINE I TYPE I CATCHBASIN 2 INFILTRATIOIN TRENCH 3 Z' 0VMHAnLI 2" PARKII'IL, 5TALL 0" 5EE DETRIO bHT. C- �2' /i' S" Z' /i' FOR DIMENSIONS EXTRUDED concRETE r- z- z" A.C. PAVEMENT 4" A.T. I "( -),C ALTEf�nATE 4 "OP CRU5HED AI,I MUPTE] COMPACT 501 -AADE TO 95% MAXIMT1 DEN5ITY. ECC & PAVEMENT SECTION 4 PROTECT INLET DURINL, CON5TRUCTIOn KEEP 5EDIMENT mom ENTERINIT 5TORP1 5V5TEP1. U5E HALF - CIRCLE DEHIND rll Ri Inl f=TS `) IRT11, STRFPT C.ON5TRUCTION. MODIFY DIMEnS TO FRO PLACE A5 AN TEMPOF MORTnF 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THURSTON COUNTY SPECIFICATIONS, WSDOT, AND CITY OF OLYMPIA. 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT'S CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT. 3. A COPY OF THESE APPROVED PLANS AND AUTHORIZATION LETTER MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 151N PROGRESS. 4. DATUM SHALL BE OLYMPIA UNLESS OTHEIZW15L APPROVED BY THE DEPARTMENT. 5. BEFORE ANY CONSTRUCTION /DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE DEPARTMCNT'S DEVELOPMENT INSPECTION SECTION. A MINIMUM OF 72 HOURS, 3 WORKING DAYS ADVANCE NOTICE REQUIRED. 6. A REQUIREMENT WHICH MUST BE MET BEFORE THIS PRE - CONSTRUCTION MEETING IS TO PROVIDE THE ORIGINAL OR A CERTIFIED COPY OF THE LIABILITY POLICY REQUIRED BY KING COUNTY CODE 20.50.100(D) TO THE DEPARTMENT'S DEVELOPMENT INSPECTION SECTION. 7. CITY OF OLYMPIA 12.38 REQUIRES THAT CONSTRUCTION NOISE ONLY OCCUR BETWEEN 7 AM AND 10 PM ON WEEKDAYS AND 9 AM AND 10 PM ON WEEKENDS. 8. ALL SEDIMENT /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HA5 PASSED. IZ 19"WIDC.18'L01T4,TYPICAL 12.5' DRIVInU 19 5' DRlvinla 9'x18'PORKINI, 5Tf7LL 141 9',18 PQRKIIYh 5TALL IZ53DRIVINL, 12.5DRIUS 171.1 7- PARKIhL, STALL LADE LANE LANE. LQ�IE (W I I Z5, �Ii,5' DI;WIny I9.5' DRIVInLa Z' FF= 33(5.5 5= Z.09, MIN, 5 =2.07 MIN. - - - - - - -- - - -- -- -1111= - -------------- - - - - -- - -_``- - - - - -- - -- - - - - - - -- - - -- _ _ -- - -- �1�-- �,�i�� - = _� � -- - - - --'° ------ - - - - -- I � IIIkPIIII 1`0R EXTRUDED CONCRETE CU R5 ' t PAVEMENT 5ECnon, 5EE DETAIL #4,TH15 5AEET - Uof(415 SILT FENCE PA5TEFl COF�DTOPC)Yb 0 EQUAL) 1111 Z', 3', 4', OR L' 6JIDE xI 150' IFISTRLL P05T5 AT SLIL HT LOnL ROLLS. Af1L,LE TOWARDS RUfI-OPF - (FOR ADDITIONAL INFDR MATIOFI 5EE MFR'S �j 8 SPECIPICATI05.) 05E WOOD OR 5TLLL P05T5,1.' THRU 10' O.C. THE u SELECTION OF THE TYPE Of 1`05T5, P3 WELL A5 D15TAnCE DETWEEf1 EACH P05T, TO DE DETERMMD DY THE AMOUNT OF 5EfDIMENT LOAD AfITI- lMbTALL SILT F -[nc . In CIPATED TO DE ACCUMULATED On THE SILT A 4 "-L" DEEP TIREnCH PENCE, AS WELL R5 THE MOOT OF TlPl DACITILL WITI;j f1ATIVE 51LT FENCE WILL DE In U5E. SOIL. FINISWED I,RADE EXISTINLi L,RADE Z' THRU Z.5' OF 1-00511, 1`1015T, BLQCK, ORI,ANIC 3OU REPORT PftEPQRED bV: 1 SILT TO M REMOVED t REPLACED WI 5TKUCTURf7L LEOTECH CON5ULTAfIT5 , 747-5616 FILL DOTED JQNUQRY 19,1988 75'! DEPTH OF M0141, MEDIUM DENSE, MEDIUM THRU COURSE ,RAINED, WELL LRADED, 501DY SECTION "A -A" R.O.IJ. - 30 NF 24' 1 15''- EXI5TIMy ROADWAY 5WCUT EXI5TINL, EDLE Of PQVEME11T(WE5T Of DRIVEWQY)TO PROVIDE 5MOOTH,CLEQN, MnTCHLIME FOR MEW PQVEMENT WIDENIML PAINT EDI,E WITW EMUL5I1`IED Q5PWQLT PRIOR TO PQVINLT. U 51DEWQLK 9't ROAD WIDENIIL4 5.5' MATCH EX. SLOPE 1-3'/2" Mn, DEPTH f0V- LAND CEMENT CONC. 5 /W -TYPE "A" CONC. CUR54 ,UTTER. Z" DEPTH OF QSPHQLT CONC. CL "5" TDEPTH Of QI5. COMPPCT 51.16,RQDE TO 95% MAX. DEn51TY. EXTRUDED CONC. CuRb NOTE CURE 5REC10 ZO' O.0 ,5EE 5WEET C -1 FOR LOCATION5. 8 5 �6, I SILT FENCE �7,1 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON .A PROPERLY 19. OFF -SITE ROAD IMPROVEMENTS �8, I DRAINAGE CURB BREAK 9. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE DEPARTMENT'S DEVELOPMENT INSPECTION SECTION. PLANS FOR 21. ALL METAL DRIVEWAY CULVERTS WITHIN COUNTY RIGHT -OF -WAY I. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESCRVATION 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE 15. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10' OF THE SPRING OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ONDITI2WCTION AND UNEXPECTED OR SEASONAL CONDIT TOMS DICTATE, THE LINE OF ANY STORM DRAINAGE PIPE(S), OR 15' FROM THE TOP OF ANY FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE MUST HAVE CONCRETE OR MASONRY HEADWALLS DESIGNED TO BE AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE NO FURTHER WORT( 15 ANTICIPATED FOR A PERIOD OF 30 DAYS OR ACTIVITY UNLESS THAT ACTIVITY ]EXCEEDS THE CAHACITY AND CHANNEL BANK. MUST BE PROVIDED PRIOR TO THE INSTALLATION OF ROAD BASE ACCEPTED BY THE DEPARTMENT. FIELD AND OBSERVED DURING CONSTRUCTION. MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH INTENT OF THE EROSION /SEDIMENTATION CONTROL FACILITIES OR FOUNDATION MATERIAL AS `FELL. AS PLACEMENT AND COMPACTION COURSE MATERIAL AND MUST SHOW THE LOCATION OF THE COMPLETE SILTATION CONTROL ON THE PROPOSED SIT[. DURING THE MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. 16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT -OF -WAY SHALL 22. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE 2 ALL REQUIRED SEDIMENTATION /]EROSION CONTROL FACILITIES MUST TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRA55 SEDIMENTATION. HAVE SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH BE CONSTRUCTED AND IN OPERATION PRIOR TCO LAND CLEARING SEEDING ALONE' MAY BE ACCEPTABLE ONLY DURING TIiC MONTHS OF ALL DISTURBED AREAS SHALL BE SEEDED AND M OR DEPARTMENT. OF P AND MUST MEET THE FOLLOWING SPECIFICATIONS: ROCK SIZE _ AND /OR OTHER CONSTRUCTION TO ENSURE THAIT SEDIMENT LADEN APRIL THIRD SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED I0. OTHERWISE STABILIZED TO THE SATISFACTION THE DEPARTMENT DEPART CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE I /P' - 2", PERCENT PASSING = 10 -20 %p ROCK SIZE = 2 -4 ", PERCENT WATER DOES NOT ENTER THE NATURAL DRAINIAGH SY5TEM. ALL WHENEVER IT 15 IN THE INTEREST OF THE PERMITTEE,'BUT MUST BE E THE PREVENTION OF ON EROSION AFTER THE (COMPLETION V. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW .�. PASSING = 30 -40 ".6 ROCK SIZE = 4 -8 ", PERCENT PASSING = 40 -70 %. EROSION AND SEDIMENT FACILITIES SHALL BE A AUGMENTED WITH MULCHING, OR OTHER TREATMENT FOR -SITE OF CONSTRUCTION. IS LOOSENED, REGRADED AND COMPACTED TO FOIRM A DENSE PAVEMENT LEVEL. A CLEARING A D/ SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR ACE EAT APPROVED BY KING COUNTY SURFACE WATER MANAGEMENT, OUTSIDE UNYIELDING BASE. SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY COLD 23. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS 511ALL BE CONSTRUCTION IS COMPLETED AND POTENTIAL FCDR ONSITE EROSION THE SPECIFIED TIME PERIOD. 11. GRA55 SHALL BE ESTABLISHED BY HYDROSEEDING OR AS, OTHERWISE 18. CATCH BASIN GRATES INSTALLED ON CITY RIGHT -OF -WAY SHALL 4. APPROVAL OF THIS PLAN 15 FOR EROSION /SEDIMENTATION CONTROL CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE HAS PASSED: THE IMPLEMENTATION, MAINTENANIICE, REPLACEMENT COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED APPROVED BY THE DEPARTMENT. THE PERFORMANCE, BOND WILL CONFORM TO STANDARD DRAWINGS 1139 OR 1144 WHICH INCLUDES THE APPROVED BY THE DEPARTMENT. AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS TEMPORARY EROSION CONTROL NOTES' NOT BE RELEASED UNTIL THE GRASS HAS BEEN ESTABLISIHHD, UNLESS DESIGN, SIZE NOR LOCATION OF PIPES, RHSTRICTORS, CHANNELS OR STAMPING "OUTFACE TO STREAM, DUMP NO POLLUTANTS" AND ASPHALT OR TWO INCHES, WHICHEVER IS GREATER. SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. OTHERWISE APPROVED BY THE DEPARTMENT. "PROPERTY OF KING COUNTY." c� GRADING & DRAINAGE NOTES DETENTION FACILITIES. ' NOTES a h W A W z W H x U IWI 0 O N n a ix N I a r,°°L LL an In ILL! Q x,x 1-1 m�En � a Lu o PROJECT NO. 87 -58 DRAWN BY DJ W ISSUE � pDATE / 7- 7- 66 LATEST REV c tQll_9 m m U1 10 N m N ID 0 N m m 0 1D m 3 Z 0 F W 2 D 0 U) w D 2 w Q 2 Q V 0 m ACIFIC ENGINEERING COMPANY CIVIL PLANNING ICONSULTANTS 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON .A PROPERLY 19. PLANS SHOWING ALL UNDERGROUND UTILITIES MUST BE PROVIDED TO THE$ DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE DEPARTMENT'S DEVELOPMENT INSPECTION SECTION. PLANS FOR PROGRESSES MEET ANTICIPATED SITE CONDITIONS. AS ES THE CURRENT STATE OF WASHINGTON STANDARD SPEECIFICATIONS WATER AND SANITARY SEWERS MUST BE PROVIDED PRIOR TO THE ONDITI2WCTION AND UNEXPECTED OR SEASONAL CONDIT TOMS DICTATE, THE FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE PRE- CONSTRUCTION MEETING. PLANS FOR ALL OTHER UTILITIES PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE MUST BE PROVIDED PRIOR TO THE INSTALLATION OF ROAD BASE SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE FOUNDATION MATERIAL AS `FELL. AS PLACEMENT AND COMPACTION COURSE MATERIAL AND MUST SHOW THE LOCATION OF THE COMPLETE SILTATION CONTROL ON THE PROPOSED SIT[. DURING THE OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE MEASURES WHICH WILL BE TAKEN TO PREVENT SOIL EROSION AND COURSE OF CONSTRUCTION, IT SHALL BH THE OBLIGATION AND ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A, UNIFORMLY SEDIMENTATION. DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM RESPONSIBILITY OF THE PERMITTLE TO ACTRESS ANY NEW OF THE TRENCH MEETS THE REQUIREMENTS FOR " GRAVEL BACKFILL 20. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WITH PEA GRAVEL PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH OR 518 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. AS MAY NEEDED TO PROTECT ADJACENT IS LOOSENED, REGRADED AND COMPACTED TO FOIRM A DENSE CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH PI20PERTIES AND WATER QUALITY OF TIiH RGC�8IVING DRAINAGE PROPERTIES AN U UNYIELDING BASE. SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY COLD SYSTEM. 13. CONSTRUCTION OF DEWATERING (GROUNDWATER) 5YSTEEM SHALL BE MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 4. APPROVAL OF THIS PLAN 15 FOR EROSION /SEDIMENTATION CONTROL ACCORDANCE WITH THE APWA STANDARD SPE( CIFICATIONS, COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF' STORM DRAINAGE SECTION 61- 3.02. - SE WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL DESIGN, SIZE NOR LOCATION OF PIPES, RHSTRICTORS, CHANNELS OR ASPHALT OR TWO INCHES, WHICHEVER IS GREATER. DETENTION FACILITIES. ' 14. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACULITIES SHALL HAVE ASPHAI TTAFATAIFNT /II (1R RFTTFR MSI,IF ANTI llir rrunc NOTES a h W A W z W H x U IWI 0 O N n a ix N I a r,°°L LL an In ILL! Q x,x 1-1 m�En � a Lu o PROJECT NO. 87 -58 DRAWN BY DJ W ISSUE � pDATE / 7- 7- 66 LATEST REV c tQll_9 m m U1 10 N m N ID 0 N m m 0 1D m 3 Z 0 F W 2 D 0 U) w D 2 w Q 2 Q V 0 m ACIFIC ENGINEERING COMPANY CIVIL PLANNING ICONSULTANTS I I IIII 173 -�11 v AL' 'A, '�4rAI �F I � N N I � I � a III I I r - / • �� �� # - I � rd QWKEp — f I 1 1 r I q 2-U TYP 10" FDN WALL DETAIL 4 - -- 7 I ULIT- CAwl �PfL .i I U I ✓ T ? ;J 4 C # N rte,' ,r �� f I FOUNDATION PLAN ,. }*i OKI FJ Z JtJT III yy IiII - Y L)4 2`O TYP INT. THICK. SLAB DETAIL I n I i A J V* ND� D <; II 63,1 r t7l f� a 61 L COLUMN FOOTING DETAIL j M. FOUNDATION NOTES MARK A. ANDERSON & ASSOCIATES Structural Engineeting Consultants w N w a z O y w 0 z a a Y a cc Y LLI 1-- � _ U Z "4o- 4 O-_- d -' Lj AL VJ r �o I-rok Z X2,"4 W CO M 0 (7)o Q Z of U) a Z -4' aCD=LQ N LQ X O Q > -411 Ld O W cUir >- P8- ' -FDN WALL DETAIL - 3 3 '4 FJ Z JtJT III yy IiII - Y L)4 2`O TYP INT. THICK. SLAB DETAIL I n I i A J V* ND� D <; II 63,1 r t7l f� a 61 L COLUMN FOOTING DETAIL j M. FOUNDATION NOTES MARK A. ANDERSON & ASSOCIATES Structural Engineeting Consultants w N w a z O y w 0 z a a Y a cc LLI 1-- U Z VJ cc Z W CO M 0 (7)o Q Z of U) a Z d aCD=LQ N LQ X O Q > Ld O W cUir >- a > 4 c co O It o+ O O I � I CO N N M N O O v v O to 4 O co ao rn rn 3 3 O O r 4 w O O M W F- 3 U) W ¢ O oN Z w w =) Y z a W a , J a W z ~ a z � N a M N O r. 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