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DOC-2010-Plans -
I-TH ST 11\ TH ST JJ 7Li e la I a d t a 0 � SITE + + + # �' n tt 1s a to ra 7 1s rs to � a a to,,,[n tE fJ1 f7_1d 10 14 ,o 12TH ST 4 Is t d ! d a J mom 41 ~--- a j fz fs j 1s!1a 11a j 1r�fs�:s 1 io s 10 1t 1z ra r fa is tr ra r ORD 2406 \ no uoN:MAIDin T a Ta'T3'TFT`a' T"s T:e T� n d r d a \ \ r t { t ! t 3 t 1 'x t \\ A t. ` 3 rt 1 ! I t TABLE OF CONTENTS 1t t>: „ 10 fa M t7 to IVIi n ft tJ 1 to to t7 1a to Ea + i, SHEET NO. DRAWING TITLE 14TH ST 10 o d 9 d a irJ E 1 1 # t ( r t to - d C1 COVER SHEET AND VICINITY MAP 1 t 1 # r1 4. C2 TEMPORARY EROSION ANS SEDIMENTATION CONTROL PLAN C3 TOPOGRAPHIC SURVEY BY AZIMUTH NORTHWEST, INC. C4 SITE AND GRADING PLAN INht C5 UTILITY PLAN Y i I r�-�1. Y CG SANITARY SEWER PLAN AND PROFILES�., C7 PROJECT NOTES NOT To SCALE C8 PROJECT DETAILS' � PROPERTY DESCRIPTION LOTS 1 TO .8, INCLUSIVE, BLOCK 56, „MAP OF THE CITY OF ANACORTES"' ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, CONTACTS.' ALSO, THAT PORTION OF ABANDONED RIGHT OF WAY OF THE GREAT NORTHERN RAILWAY 'I. CITY OF ANACORTES COMPANY BOUNDED AS FOLLOWS: A. STEVEN LANGE: PROJECT MANAGER ON THE NORTH BY THE NORTH LINE OF SAID BLOCK 56 EXTENDED EASTERLY, ON THE OFFICE: 360 299-1983 EAST BY THE WEST LINE OF "0" AVENUE EXTENDED, ON THE WEST BY THE CELL: 360-661-3468 SOUTHWESTERLY LINE OF SAID ABANDONED RIGHT OF WAY; AND ON THE SOUTH BY THE FAX: 360--293--1938 SOUTH LiNE OF SAID LOT 1 EXTENDED EASTERLY. EMAIL: STEVEL@CITYOFANACORTES.ORG EXCEPT THAT PORTION ,THEREOF LYING BETWEEN THE NORTH AND SOUTH LINES OF THE B. JiM BALDWIN: PUBLIC WORKS INSPECTOR ALLEY THROUGH SAID BLOCK 56 EXTENDED EASTERLY. OFFICE: TEL: 360-299--1972 CELL: 360-661-3547 SITUATE IN THE CiTY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. FAX: 360-293--1938 EMAIL: JIMB@CITYOFANACORTES.ORG C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER OFFICE: 360-293-1920 FAX: 360--293-1938 PROPONENT SITE ADDRESS THE PROJECT MANAGER iS THE KEY PERSON OF CONTACT FOR THE CITY LANNEY WIXSON ANACORTES SENIOR HOUSING OF ANACORTES REGARDING TECHNICAL AND ENGINEERING MATTERS. ANACORTES SENIOR HOUSING 1201 N AVENUE THE PUBLIC WORKS INSPECTOR 1S THE KEY PERSON OF CONTACT FOR 1300 O AVENUE ANACORTES , WA 98221 THE CITY OF ANACORTES FOR QUALITY ASSURANCE, SAFETY, FIELD ANACORTES WA 98221 COORDINATION AND INSPECTIONS. C &<> 2 ANY OTHER CITY PERSONNEL SHOWING IMPLIED AUTHORITY ON—SITE SHOULD BE DIRECTED TO THE PROJECT MANAGER. iF THE PROJECT MANAGER iS UNAVAILABLE, THE LINE OF COMMUNICATION SHOULD BE FOLLOWED. 2, ADDITIONAL QQNTACT INFORMATION A. CiTY OF ANACORTES STREET DEPARTMENT ENGINEER/SURVEY FIRM MATERIAL TESTING COMPANY MAC FO JACKSON: FOREMAN OFFICE: 360 1921 SEMRAU ENGINEERING & SURVEYING COMPANY NAME: MATERIAL TESTING 2118 RIVERSIDE DR, SUITE 208 & CONSULTING, INC. B. CITY OF ANACORTES WATER DEPARTMENT MOUNT VERNON, WA 98273 OFFICE; 3fi0� 7J -'I990 " TERRY NEMETH: FOREMAN CONTACT: JOHN B, SEMRAU P,E. & P.L.S. ,,,., OFFICE: 360-293-1921 .... ... FAX: (360) 7:55 1980 TEL. 36O 424 9566 C. COMCAST CABLE FAX: 360--424--6222 CASEY JONES: CONSTRUCTION CELL: 425-508-7335 FAX: 360-527--8302 EMAIL: CASEY_JONESOCABLE.COMCAST.COM D. CASCADE NATURAL GAS EROSION CONTROL SUPERVISOR DEWIGHT BELL NAME: OFFICE: 360-336=-2189, EXT. 4211 (8-5) OFFICE: AFTER HOURS: 1-800-552-0615 CELL: FAX: 360-336--2564 E—MAIL: E. PSE j INTOLiGHT BRI AN WATERS OFFICE: 425-456-2701 CELL: 425-736-9109 FAX: 425-462--3149 EMAIL: BRIAN.WATERS@PSE.COM This plan sheet is approved for construction in accordance with the City of F. VERIZON NORTHWEST Anacortes ordinances and policies. Actual conformance of the design with applicable Taws is the responsibility of the professional engineer, whose name and stamp CHRIS PARMETER: ENGINEER appear on this sheet. Acquiring, complying with, and providing mitigation for all OFFICE: 360-757-2489 Federal, State, County and local laws, permits and mandates", including but not FAX: 360-757-4338 limited to the the Endangered Species Act, Federal Wetland Permit, State EMAIL: CHRIS.PARMETEROVERIZON.NET ASSUMED Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer. The issuance of this permit shall not construed as G. VERIZ©N NORTHWEST proof of compliance with applicable laws and permit requirements. ` DEAN DUPRIS: CONSTRUCTION OFFICE: 360--757—7621 CELL: 360-770-7626 Know What's bell , City Engineer Date Call before you dig,, This approval will expire in one year from the date noted above. ,B. S PW#09.019—DC � O�oF WA COPYRIGHT 2009 �� '' �� SCALES:. FIELD BOOK/PG.; C H I.:&IDLERS SQUARE IN& AD E P ENI)E:.T LIVE.V1 G SEMRAU E�%INEERING & SURVEYING, PLLCCOVERHORIZONTAL • N/A DATE. 1�15 �D �� BLOCK 1� t� �POF ANACORTES CIVIL ENGINEERING . LAND SURVEYING • PLANNING VERTICAL N,/A 56, MAP OF l HE CITY DRAWING. 4097NT.dwg 2118 RIVERSIDE DRIVE - SUITE 208 28626 MAP NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 AND VICINITY MOUNT VERNON, WA 98273 0,z, I TER 1 THAN 24"x 36„ THEN SHEET 360-424-9566 ©NAL A VISION BY REV. ANACORT S, WASHINGTON SHEET: C1 of 8 N0. D TE RE HAS BEEN REDUCED `7"l,J WHEEL CHAIR RAMP TOPOGRAPHIC SURVEY NOTE: 1. EXISTING FEATURES AND EXISTING TOPOGRAPHIC BASED ON A SURVEY PROVIDED OHP OHP SPEED LIMIT SIGN - BY DESIGN BUILD GROUP. AND BY SURVEY PERFORMED BY SES JUNE 11, 2009 AND OHP 0HP— -- OHP OHP WHEEL CHAIR JUNE 18, 2009. WHEEL CHAIR RAMP WHEEL CHAIR RAMP RAMP EROSION & SEDIMENTATION CONTROL NOTES REMOVE EXISTING WATER MOVE EXISTING BACK OF REMOVE EXISTING CURB CUT A. A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR IS REQUIRED. THE ESC METER AND SERVICE LINE.. METER To BACK OF Q NEW SIDEWALK AND USE AND DRIVEWAY RAMPS SUPERVISOR MUST HAVE ATTENDED AN EROSION AND SEDIMENT CONTROL CLASS PLUG AT MAINLINE. TYPICAL OF WITHIN 3 YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION CARD. FOR IRRIGATION SERVICE ) N 89d 59'50" E B. THE CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WILL OVERSEE AND T '�7 7 ' STORM BRAIN iH BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED ^ DAILY AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS RIM ELE�f 1�.�7 SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT T SIGN�© HIGH VISIBILITY FENCE Y 12TH STREET � N/S 15" FLOW IE,122.L7 TO THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). © MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). WRITTEN - r RECORDS SHALL BE TURNED INTO THE PROJECT MANAGER OR INSPECTOR ON A r WEEKLY BASIS AT THE WEEKLY SCHEDULED PROJECT MEETINGS. AMP ( f 'CHAIR WHEEL HAIR r' i' ---� I ._- �' AMP C. THE EROSION CONTROL SHALL BE IN PLACE PER THE APPROVED SET OF PLANS AMP �� r ,' r PRIOR TO ANY CONSTRUCTION START. CONC. §DEWALK TO BE REMOVED _ 0 � _ 1 0 O 0 y` 0 0 0' (} " 0 -----'� 0 a �...._ ,.,..,,.._.,..,0 , D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED TO MEET ''--- ~--__ `~ 1, --'' r ` ' ! THE SURROUNDING CONDITIONS AS NEEDED. N 8'59 5O E-� _ - f— r PP r �4— — r ;``� E. PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE L STOP ` ``�, ��` �`\ ti� i t jr` -l'"` i 1 ESC SUPERVISOR: THE LETTER SIZE SHALL BE A MINIMUM OF 2" LETTERS. THIS SIGN 1 \ / ,} r ! SHALL BE IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE LOOK OF 4 . I / ! 1 `�� 4' / N --- ---- _: ` , �� �� t� t . i THE SIGN WILL BE A REFLECTION OF THE CONTRACTOR AND DEVELOPER AND r -� r j / i , i rr p DEVELOPMENT. INSTALL CATCH BASIN INSERTS IN EXISTING AND NEW CATCH BASINS :' r•� `` I ! C r f ff cW ,, Ci3. PER WSDOT I'-40.20--00. _ f ° fj rf - i v . TOP OF GRATE ELEV. 17.G4 r 1 Ca t i f r r -'\ r F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY STAGING AREA i 5 r o OUT TO No. IF. 15.94 (SECTION 7-07.3). ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE W/ATB ° t I ACCEPTANCE OF THE CITY OF ANACORTES PRIOR TO ACCEPTANCE OF THE t t SILT FENCE W PROJECT. j j r "' t G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE la .^•d �n � OPTIONAL r I '"'�•.,� rf f j BEGINNING OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE STAGING AREA } f J f r r f , 00-T Q -: s-' r r PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED, SUCH AS WASH PADS TO C� k r r j f r �.'. °ice. o k r• W A I r r rf r j r r ,, ? � . p ► E ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN. NO MUD IS ALLOWED TO t t t j j 1 j 't' �10 ,� t r�-.- O O L0 - t ;� r y.° i \ I TOP OF GRATE ELEV. 18.3 ENTER ONTO CITY STREETS. � r r--, EY,iSRFIG f f jr r ! rf r/ "tz�:C��,�/ i . ` � 5 c, --7,0 0) , s� l f f --� I d G•ri ° L; t t OUT T i 0 E p.�T I E. 1 �5 / k' © ,'`; /' j f f' 1 r r -;' }. t Z H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO 2 DAYS DURING THE � ,! � �, , t � U t ` ► WET SEASON OR SEVEN (?) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY: t1= r �, � I f r r ti . � C, . t I t r r j ,a STABILIZED WITH THE APPROVED ESC METHODS SEEDING MULCHING PLASTIC r t / i r 1 r ' r r r 65 LF OF 8 CPE �i . � � , (SEEDING, , / V W O )COt j j 1 �3:U . t COVERING, ETC.) 1 r 7�.�lL .,` s, k r I r rj r r / r S ~ 0.0101 r r I. TWO WEEKS t * r ( ! r � 1 1 .��-�a � �?too�, i � t � � f l t j r r r 1 TO REMAIN 4 [� t j [2) PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ALL TEMPORARY CATCH BASIN WITH AS PERMINENT DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED r / \ ° a. Q IN PREPARATION F l SILT FENCE FOR INLET PROTECTION ' f oC?:c, '/'li��. ► `,. OR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED j �, a rya.�` a. 6., \\ I I i WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF AND STORM DRAIN INLET PROTECTION \ � :YQ��� '�_:Q�; � t + P r f r r 1 r � r � ,� ao-.� ,.°�., , t 4 I THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE r f / f t r TOP 16.0 r r� - �� ` r SUBMITTED TO THE PROJECT MANAGER. THE PROJECT MANAGER CAN REQUIRE IE = 14.54� 1 �'„_� ":°-� > a + SEEDING IN ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT r r PROPERTIES OR DRAINAGE FACILITIES. r 1 Nit.rwx r I r ) r I \ ` i1 • ` J (,r t+-. C'� r. � `J 1 r '� ii3bf k r t i - a.r.-0".°G,° �'- -r- i J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO i rr HIGH TEMPORARY �� `�P r — I _ °� .°r>. J-� i1000 FINE UNDER CHAPTER 17.66 PENALTIES FOR VIOLATION. EACH DAY IS I 1 r SANDBAG OR t Q,Z 3K�, CONSIDERED A DIFFERENT VIOLATION. _ k 1 ' ' r' EARTHEN BERM � :�� -i:. `\ t ., PPS r ! j r -- t ,, \L \\ r k r c n• ft F 11 Q�°�' 'A3r+ E , PP \` rr --- — -.. ,.«�_—48 _._.— — --^-" 'k � \ - S�- ` �, SITE PRESURATION AND EROSION CONTROL BMPs ' ',r - ti.` `� __ ___- I i SSAIH B L 0 K 4 INSTALL INSTALL AND MAINTAIN HIGH VISIBILITY FENCE PER WSDOT STANDARD PLAN T- �. 4 \ �v¢' rj tN 1 EP t t ALLE, �r j T12 jr , ,'r, ' �'� TO BE REMOVED E ► `� �' T—I7.95 1-10.10-00. fc 8" CHAN — 2:' 98 \ J � _ — IE /A' YI N = 7.157 r _ -'rg""- •, �_ �' /E Ill' € = 2ti INSTALL AND MAINTAIN SILT FENCE PER WSDOT STANDARD PLAN 1-30.10--00. ILP 4 l w:},;s:; � _. I S — �� !E OUT ', 4 2' '_`; 'i r! :�jG. ,'.;'.:;,:: - INSTALL AND MAINTAIN TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED Nt - s SILT FENCE Fr ;-J %� : corn. AREAS PER WSDOT , , -. . !� .•r' t STANDARD PLAN t-40.10-•00. INSTALL AND MAINTAIN STORM DRAIN INLET PROTECTION PER WSDOT STANDARD S" E4TRUDED - - .- PLAN 1--40.20 00. r CURE RETAINING LL -- FFL < , ,fk ccE's f 4 I FFL A TOP ROCK I LL 18.9 !� ,' A j l ' INSTALL AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER WSDOT PA KING i ! a t 2Z9 �. r r STANDARD PLAN 1-80.10•-00. TO BE REMOVED � � � � k Issisted Existing Livingfr.c "XIS TING ' ; r ` A Facility u:ss� 1 i TORM WATER _ t �' �€:s�.a ErEnITIOIv SYSTEM ; E ; �, :: DEMOLITION NOTES r C}_ r E Lil -) .f��i . A. OWNER SHALL REMOVE THE TWO EXISTING STRUCTURES AND EXISTING `TREE. ( LOCATION OF STRUCTURES AND TREES PROVIDE FOR CONTRACTOR REFERENCE 16k �; r 0 10 20 40 00 ONLY. 9 lu 12 14 1 Y 18r B. CONTRACTOR -SHALL.USE AND MAINTAIN THE EXISTING ALLEY PAVEMENT FOR ' r HAULING DURING SITE STRIPING, GRUBBING AND EXCAVATION. SC ALE C. CONTRACTOR TO REMOVE EXISTING ALLEY PAVEMENT AND EXISTING SIDEWALK ON t WEST AND NORTH PERIMETER OF PROJECT SITE TO THE EXTENT INDICATED ON THE k PROJECT SITE PLAN. D. REMOVE 2 EXISTING CURB CUTS AND DRIVEWAY APRONS ALONG 12TH STREET. E. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TEMPORARY WATER FROM EXISTING FACILITIES. F. ANACORTES PUBLIC WORKS SHALL VERIFY THE CONDITION OF THE EXISTING ....." } +:,• ..,.,,_. yw .�} •..-r , �_ RtFsf• rV arrrrntCONCRETE CURB ON N AND 0 AVENUES ADJACENT TO THE CONSTRUCTION SITE . ,*' _ ==r,,,_,_ ...: . ..► -.'f - PRIOR TO CONSTRUCTION. THE CONTRACTOR .; ..r-: r: t :.„sr.k . ,. :.. ,.:�.. _,r: .t ,_. . `� ' :. , r;.. CO ACTOR SHALL REMOVE AND REPLACE EXISTING . .__1- .• ' Ir s'+ ,�F,, n K, _ _j r�= CEMENT CONCRETE TRAFFIC C r tf ;..sR. D TIER AS DIRECTED BY ANACORTES G` ,,: %• „. ,; ,-. :., I�. , .,..; ! f.. - I - PUBLIC WORKS WITH THE AUTHORIZATION BY THE OWNER. }�«.. „.. ;r £. F r; , 7,. i��•. '�. ,sc} ^fit TTI FF .1- _ 1~.r cu1' -� - ,'7'"`rr: �; f.`• ,.• �T`}. ' r;.;"�:L.'�•} - INSTAL SIGN SIDEWALK +.. . •: ..:,.r -.- ` - CLOSED CROSS MERE w - K :12TH STREETS F�=Aa � ',, INSTALL-SIGN"SIDEWALK MUTCD R9-11A - ,_. .... • t, to t F- E.#.•-; • . ;.. CLOSED CROSS HERE" ,- 4 CO STRU CTI }N �w► _ , - ,1 - z .,. M UTCD R9-11 A r SITE �� '� - MI INSTALL SIGN "' is - , , si. _ fit'—racj. =r ,�F Y s� F! r ti ., 'r INSTALL SIGN ale t ;r;. , , "SIDEWALK CLOSED �a FI " � "SIDEWALK CLt7SED MUTCD R9-9 .Ie .€, .n , , ►' •�: �f.'7.. " t r MUTCD R9-9 - '.'': t,.?k' '`rc' S`I<'g ;�i -•r •a'Y r („4 ! '.sc;.l - - - - •� •�� -':.' ��t^. �our- INSTALL � t�Fa4, � ,e I(� -,L�j;! 11,wr ii :>�, '�•�( j lRk-f a'. •` �' ••j1s `[ier;' � ,i- � ,�,+.:r iiiY' 7 + .fir•• �• i r '�•f'i.}'I%4!. i! �:L. Hr, ,lta. t1' _ °'.F•.� -YR 1:.T ', r ..�« `�+ .. ..bd '1-vi,. }'�. �[�r.,"„{ a - - - - - SIGN SIDEWALK cLosEv cRoss {! r r _ f , S>! 13TH sTR! T �, Fni.{ t�.x HERE '} I _ : � _ .` r ' _,. '�` _ a.r- ,pie IMF MUTCD R9-11A �'�� i W ,: L . �,� �t'.•{ �Cr1 ' tw F'a I ;ry }rJ !' 'LS�' `}�,# ,,,,,»' _ `i.�• t .rr'F I -��Ll;, r�r `C:l�r .I6r'.F`+�. �.+r� !. i F�►I` !rG•{ Yam"{ W t- yam' < ; • ' - �+x + Y^�• i' ^y zp i•• r :}(-+ INSTALL SIGN"SIDEWALK yF ., ri` i ''4 -.. 'Q!+ �},{�iL .L,f��- 'a •. ,tfi ! k q, - t _ ,•• �i t — `:: ,3•, =i.`;,� a= -a r_ - CLOSED CROSS HERE" t i �i, MUTCD R9-11A -4� y n d w t .' ^i '•.a _a. _M . ^i.4`f "-•^+ct'-�'.� if � � .f.,T.. '� rift. �.»m .v "'�bk. y- R.: -t+C 'sa_`;:�-. •�;t3aa:t«,.•e..i _ _ _ _ .,+ .y"'r,•z''L'7:a'.j.;i°.•.s •'T 3•."" , .!'.,�' •f f ': C:` .. .,..} ,r,�4•i•J /" ram. 7;`-'.'i,'+: y. . _ .i. his plan sheet is approved for construction in accordance with the Cityof . r _.lr 1.:�.•t, ,r.'Vi"�It`r'Lc.:.i:" .t.��`� }�.�� "+"'" .?;,.. .y - `'t".x i- .ta'a' r... ,.,,yRyQ •,jf. .'.< d '�a .1��..:,:, - Pp r. .<( -:^ &k: I4TH STREET; - _ Anacortes ordinances and policies. Actual conformance of the design with applicable ��' laws is the responsibility of the Professional Engineer, whose name and stamp . ... ,,F,• s`.,. ,t j � `-'�. : ` ""r-;F y aPPetar on this sheet. Acquiring, complying with, and providing mitigation for all Federal State Count and local laws permits and mandates, including but not ._^ _ 2ULr n�xs��aMrl3a� Ir-ci�LL '-' ,: «, limited to the the County Bred Species Act Federal Wet1a d Permit__._. _�:_, g p , e t n m t, State agit county I Mel P Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, r, r ® Landowner, and their Engineer. The issuance of this permit shall not construed as 'SI FGI T CO UHT' ..tics r7t�l it�st to the acm mry to the deit oon:ained heroin and rrla kces rID%varrantY with respect to tl,� proof of compliance i with applicable laws a n d permit requirements. currectr�e or vslici�,l of tiii.niop-Slays nt9iiied in thle Inap iE limited bj the nietho and�xtir{�c r i!"i collieclion, Know What's below, City Engineer Date ` PEDESTRIAN ROUTE AND SIGNAGE DURING CONSTRUCTION Call before you dig. This approval will expire in one year from the date noted above. W PW#09-019-Dc' m Q p1; A S '�$� COPYRIGHT 2009 � � SCALES: F' E1 100K/PG,: , TEMPORARY EROSION �' CHANDL R SQUARE I TDEPE DENT LIVING SEMRAU ENGINEERING & SURVEYING, P� HORIZONTAL : 1 = 20 T DATE: 1 �� ��CIVIL ENGINEERING • LAND SURVEYING ' PLANNING VERTICAL N/A BLOCK 56, MAP OF THE CITY OF ANACORTESDRAWNG: 4097TG.dwg 28626 ANDSEDIMENUATION 2118 RIVERSIDE DRIVE -- SUITE 208 �4 W °��zsT ° t,� NOTE. IF THIS SHEET' IS LESS SECTION 24, T. 35 N., R. E., W.M., JOB NC.�.: 4097 Iv OUNT VERNON, A 98273 f� CONTROL PLAN THAN 24"X 36" THEN SKEET , 360--424--9566 �o �� � ANACORTES, WASH I N GTON SHEET. �"NO. DATE REVISION BY REV. HAS BEEN REDUCED c, 1 130 TWELFTH S-REE H/W.R1M - - - - - - N 89d59S0 E 20 - 379.72' _ r ALC 2/0 c, STORM DRAIN MH RIM ELEV 18.27 N/S 15" FLOW IE.12.27 12" yv t2" W t2' yV 12 W t2" yY t2" W 1 y� LEGEND 44 FA 463 �GTEDC 40 F 11M F F[IG 1 ici 42 KI SWKi SWKi SWKI D '*4 ' A 12 Kl K SWK1 WKI SWKI W i 100 C I-) 4 0 SWK BEG SW SW CL9$_D S K ,� SWK S K SW 302 EGG BEG FOC ST. .�, Lli'JE UTI�I E 1 t,LE 7 468 - - _ J '9d.,9 . __ 4 21 101 BEG CL EG A 64 BRK - 4P OUT E B 47 T TYP TYP 7 W nR/BSH T P8 3P TYP ND 359 E56 STORM I'�I,AhJhOLE P I GLPf' ANC HOR TY TY N D TP . C B G, TOP OF GRATE ELV.28.75 �v 0 ca. 0 �;TC H ASII`J IF O�T TC No. 2 6.30 w 6' 90 �� T379 37 366 � - TOP OF GRATE ELEV. 17.64 p �i END FE T Pad v t OUT TO No. IE. 15.94 O_E Vdl STREET LI•.,HT AvSE�riRLY � N TYP E.HSF3 5 TYP PN N� i SANITARY ^I I�f E O rn 358 446 0 Oi CL 8- W TYP 37s I CB. G_E E URIEC TELEPHONE � 39 TYP z R 3 p65 TYPE -°N° 35s 21 3 ia4 TOP OF GRATE ELEV. 18.35 ( S"�.N}TARY IviA; HO_E c CASCADE NAT. GAS -7 391 4 384 1 0 a L nG OUT TO EAST IE. 16.55 r� SW. H� 43 EN TYP 3 1 BIOPTIC B•JRIED FIBER OPTIC LIRE 44 P HSE TYP 3 433 YP3 TY 364 �Z WATERLINE DEPIC I ED IS C 5t0 .1471 441 T P TYP p � AR 370 IW GF;APHIC AL LOCATION OPtiL r � L P HSE ©C8 444 Cn 3 TYP 105 TYP Ip iI�DEXEC, C OI�I T OU=' INTERVAL n1 l! � �P 4,10AR 1�8l� 3 354 O fiJ T�J R I I`�TE R AL 432 438 226 YP2 TYP TYP R 361 G BEG TE L SAWTAR�' SEWEP IvH 225 G 05 108 6 RIM ELEV. 31.24 4 R 392 B V�?T In In L VLT D r EAI4 LINE (SLOPE C HANGEI E/1u 8 fLCiy`. iE. 23.9E. 1476 75 SE 22 END FEN _N 89d5 '43"- _k _I_ 179.82' L P EI ER 8 RIM SANITARY 4F17R96 H P HSE SE BEG ER s n..�s JR �. 5 _ S � ia9 n H IN WEST/NO.. IE.7.67 _ _ _ IN EAST IE. 8.26 C RI E ER ERl _ BE 5 a E 's OUT SO. IE. 7.64 TYP N 89 59 4 ' E 299.70' T BE TE B P9ERSH00 j:�� _ .. R+ P TI T N ( FROM AJDITOR'S FILE 140. 93120-80125) ' TP Ur) TYP TYP TYP 314 TYP 9 258 C-) - P ARC EL A' Q I TYP TYP t 10 I 3 3 I LOTS i T> 1 C. INCLUSIVE, B_OC K 55, "M A° OF THE CITY OF AN AC OR TE S, Q SKAGIT COUNTY, WASHINGTON"', AS DER PLAT FECOPDED IN VOLUME 2 OF 5J1 YF5 p6 TY 1 nC G� SO 306 PLATS, PAC;_ G, RECORDS OF SKAGIT COUNTY. WASE-INGTON. TY TYP 238 „ 483 04 /; TYP S LN SI TUTA iE PJ -I-iE CIS" OF AI`dACORTES, CCU=JEJTY DF SKAGIT. STATE CIF 4 1 1 1 1 i 1 0 17 ST CL C rn `� TY Q7 T P 312 260 G '. VGA S}-�I IJ�ION. YP YP TYP 0 � 30 fn _ TY 15 YP7 c PARCEL "B' T P 2 3 18 f TY 3 1 t I P 524 298 TY 18 L0TS I T�, 4. IN�U_vSIVE, ARIL, _c)TS 9 TO 18, INC_l.E=IVE, BLOC H, 5E-.. "mAP 2 TYP TYP 3 I 115 114 0:: THE CITY OF AINAC:OR TES", AC.'tyt�RC1I`;G TO THE OL%,T THEREOF RECORDED T DG 3 261 239 BRA LN n v�� i2 `N VOLUVE 2 OF PLi�,TS, PAGE 4. RECORDS OF S-AGIT CCUN` 'l, WASHIPXTON. 2 2 BRK 317 V/NS H TY T TYP 56 TYP a ALSO, THAT POPTION, {�_ ADANDONED RIGH OF `0,AY OF THE --AT I�C�RTHERN 499 ram, 3 TYP m 113 RAIL'A."i" r'!�VPANY BOUNDED AS CELL',Ws: P TY �I P/LMP 484 „ 0!� THE NORTH 9 Y THE NORTH LINE OF SAID B LC;C K 56 EXTEN':.D EA_•TERI.Y, ,.� CL z - 309 S 89 �9 41 Vy 299.69' 116 H r ` ON TH= EAST B1' T E :VEST _INE : IF "0" AVENUE EXTENDED, ON THE :'1`EST E3Y flG 111 n C' t I - r c 23 291 300 TYP2 TYP THE SOU IHWESTERL LIME �F SAID AB A=,IDONED RiLHT OF WAY: EXC EP` THAT W/L TYP TYP 262 240 ,- � t c r E S � 7 117 PORTOhd THEREOF L'�IN,� BETWEEN ;N� C`�,�PT=- AND SOl�TH LIIti�.., �F :1-IE 22 YP BRK DERWES RIVE WAY DROP [TYPICAL] i$ 129G 118 120 ALLEY TI�ROILI �H SA`D BLOCK 56, EXTE ND-D EASTERLY. IN THE EXIS G CURB AND GUTTER LINE AP 183 H F FOC END F©c STORM DRAIN MH � C82 SITUATE N THE C!" OF ANACORTES, COUNTY OF SKA(.3I T. :STATE C)F 521 rr-, RIM ELEV 17.03 5 3 YP T2Pa TYP I � � � t> i/�IASFII'�1GT01'�.. C O 4 9 S 89 59'4i' Ud 319 TYP 379,68 TY21 322 No./So. 15 FLOW IE. 10.40 CALC 1 / 128 - - - - 18 121 CLCLI TYP 0 52 2$5 - � - - - - - - - nC MH � CL1 TYP TYP TY 27p9 THIR ED, T H . 266 STREET CONTOUR INTERVAL ONE FOOT 4 TYP 254 180 i 179 SANITARY SEWER MH 89 2 3 TYP AP BPZ§H �78 122 C 2 6 2 3 _° 7 C FOC Ft]C BEG FnC RIM ELEV OF 17.20 BASIS OF BEARING MONUMENTED CENTERLINE OF ELEVENTH STREET HOLDING THE PLAT BEARING OF "EAST" TY T 271 �' 125 IN NW. IE. 11.44 P IN No./So. !E. 7.13 4 :� YP 264 I26 352 PED OUT EAST IE. 7.13 G o N 89d5" 4 67 265 TYP 253 299.68' flc DATUM N.G.S. BENCH MARK #14,1939, ID#TR0690, BEING A STATION ESTABLISHED ON THE Q _ 2$ _ _ T P __TYP TYP __ _ 33 FOOTING OF THE WEST FACE OF THE US. POST OFFICE HAVING NAVD 29 ELEVATION OF 22.97 m $7 T P 272NOTE -• TO CONVERT TO CITY DATUM ADD 94.77 FEET TO THE NAVD 29 DATUM P T . 242 539 174 c 131 132 TYP Fn OG L nG NOTE-- THE UNDERGROUND UTILITIES DEPICTED ARE FROM UTILITY LOCATE PAINT MARKS uj 252 ON THE SURFACE. THE ACTUAL. LOCATIONS ARE TO BE DETERMINED IN THE FIELD. z TYi 275 TYPE TYP IB175 RS LN 82 TYP 495 414 28 P c, L 0 YP 27 T s 535 TYP 243 C TYPE �- 251YP +_ T 89 T P3 P `--� 2 0 1 TYP m 277 134 133 TY 84 TYPO 244 17 Cl L nC ' 7p8 TYP AP RS 5 1 ^ 250 536 T 00 TYP T N G 349 � 347 TYP 3 1 1f� 3 N 496 49 16 S TYP 4 TY 2 Q 9.67 T T 44 YP S42 135 SAPlI iAR`,' SEY'ER MH L S 89 5 '�4 RIM EE.E'Y. 3?.5e� '_ �, E/7V E" FLOW IE.23.76 � 1" E i Pi PI EPI EPl P1 1lLT P1 BEG E Ep TELEEQ/LT BE 1 EP1 1 7 P Anq H 136 90 P 1 8 nC v r G G 340 248 MH C7 50 P c G p3H EP BEG EP '� EPl E 8 A BE enl 603 C SWK I O C W MWK �, 158 0 60 90 904 35 325 OC FOC-PDC � 333 E-SWK W-SWK W-SWK W 537 GAC 1.;t.E PER UTiL:TY '.SAP FG Gy FOC co p c� 15a8 I SANITARY SEWER MH CL c� RIM ELEV OF 16.08 z IN So./WEST IE. 7.51 39 14a OUT No.IE. 7.48 159 flC W nC '� I 4 C g �"`' TOP OF GRATE 14.83 OUT EAST IE. 12.83 \/v ....J l<4� / �E I N I TOP OF GRATE 14.64 SHEET: 3 OF 7 OUT WEST IE. 12.89 SURVEY IN THE NE QUARTER 37 PW#09 - 019 - DCM ><sa 142 SECTION 24, T. 35N . , R . lE . ,W . M . QG TC ©C STORM DRAIN MH 151) 14 RIM ELEV 15.04 CITY OF ANACORTES, WASHINGTON I rnC I B �� i No./So. FLOW IE. 8.25 FOUR -EENTH STREET B 6t 149 I45 P/DRP/LMP IN WEST IE. 9.27 27im __ � FAR L TR /S.R SECURITY INVESTORS N 9d593 " E 379.65' 0. rr �IsI, ll\TC. - cALc 14/N - - - _ r _ - L?R/c 14/n 14505 WC3f�Ia RCJ.�9�7 [950248] .DAT BK\UP DISC--[48] OLD FLD BK: 130W$ WA., 0OZ312 DRWG:950248.DWG DATE: FEB 95' SHEET 1 OF 1 [2asJ �24.--73�s FLD BOOK 19/15+ SCALE: 1" = 30' JOB NO. 95.0248 1�"' - � � LPL_v v t � .r r I � 1.� �.t r► LPL. kJ k..,t,�0 t I L,L_vVt f LJ WHEEL CHAIR END GA RAMP 2" STEEL EX. CONC SIDEWALK OHP CHP OHP OHP OHP WHEELCHAIR G G-- --{- G RAMP L WHEELCHAIR WHEELCHAIR REPLACE SIDEWALK WITH NEW 6' WIDE RAMP RAMP 2" STEEL RETAINING WALLS TO BE INSTALLED WITH LANDSCAPE CONTRACT. SITE CENENT CONCRETE SIDEWALK PER WSDOT STEEL RAILING WITH "USE 1 CONTRACTOR TO GRADE AND STABILIZE A STRAIGHT GRADE FROM TOP PLAN F-30.10-00 AND INTEGRAL CROSSWALK" DIRECTIONAL 12 1r�HSTREET ELEVATION OF NORTH WALL TO BOTTOM ELEVATION OF SOUTH WALL. CEMENT CONCRETE TRAFFIC CURB AND SIGN PER MUTCD R9-3B R. 12TH STREET FINAL EXCAVATION FOR MALLS WILL BE BY LANDSCAPE CONTRACT. GUTTER PER WSDOT PLAN F-10.12-00 SEE DETAIL THIS SHEET, OLD 4" STEEL GAS MAIN 4 ASPHAL T REMOVE EXISTING CURB, GUTTER, STEEL RAILING WITH "USE REMOVE EXISTING CUR , GU TER, WHEELCHAIR AND SIDEWALK AND INSTALL INSTALL ASPHALT PAVEMENT AND SIDEWALK AND INSTALL , RAMP rR0WLED SIDEWALK RAMPS, TYPE 4A PER CROSSWALK DIRECTIONAL o BETWEEN EXISTING CURB , SIDEWALK RAMPS, TYPE 4A PER DOWN TO WSDOT STD PLAN F--40.16-00. SIGN PER MUTCD R9-3E3 L. d- D ASPHALTEXTRUDED PAVEMENT SEE DETAIL THIS SHEET. AND NEW CURB 21 28 WSDOT STD PLAN F-4fl.1fi--C�4 . ; CURB ry- €, SEE NOTE STR-06.3. _ SEE NOTE STR`-06.3. 1e "" :'CASai 4 = � _____- _ _._.._._ •_. _.- _.._.__ <4�Sr''eYir :'it:' -- f lY - _ _ _�__ _ _ w_ _� ,,i+.t` n IS _._._.. �. _ --- t- lc j X. 3/4" GAS r' WHEEL HAIR I ,. �,: .,,t,,., . £ C • ,L'.:i• :`,eft".... ''t MP :••4i� :' C. M...1.e M• t :.': :r i'w '.'tS` wH' •e. �w .. 1 . . .... . . . . . > . , : . . . . . . . �� .. . .. . . .... :` 4:"" ... . .. .. .. . . ... .. .... . .. . .... . ... . . . . .. ., , , , . , . , EX. CONC. SIDEWALK >: �' r.'. ..... .. .. . . i' ,,..--. ... . . . ., •�' . .... . .. � , . .err. .. . . . �(. . . ..., . .`1 . . . .., .. .�.• .... .f. r , _ 27.2 `d ; ,' _ _ �,• 18.3 17.8 1' 0 0 2Q -� 0 f 5 27.$ 8 2fi.7 `� - -" 19 SAWCUT l 40 27.3 I ,�""" 9 F ,..�..... ' ._ ''_ 17.8 17.3 \ ' , 600" I t,, 28.4 CB 4 ■ 2J.8 ,' N ,�.- Nod 40 18.1 R= ' I 27.9 27.1 CB ' N T= 5.4 '� 18.fi� f� ' N ® C `2 '� � 17.8 3 ' SCALE _ T=26.7 r cc d �� CB 3 `t �� � 4 HIGH CV T--17.7 rp . . _ � R=3 i t3 i I r T=17.$ N ROCKERY c _ _. R=3 ASPHALT PAVING17.6 ! � 17.1 MH 17.2 r © C `�' f ,�4. j`• 18.2 i ' ' , �•. `� :iEV:00 9' TYP MAX BADE AGAINST ! f t ca 8'x8; BUILDING=18/2 f' ,` `• a r I { o CONIC PATIO' ; r' / ;' ,' `,: t' i a CEMENT CONCRETE TYPE 6 40 ; 40 24 TYP. -i-i- - -2Q .. fff 1� '� D40 20 --�`!-a 24 TYP, -�-�-do p -.- ow � U � � EXTRUDED CURB. WSDOT STANDARD SPHALT PAVING i o J PLAN F-2b (TYPICAL) f' ��"~ ,� �� ,1 , FFL-;18.9 , I 1$ 7 `NEW 6 WIDE ,' 29 / 27.7 '; FFL - 27,9 , PROPOSED f , r, V..I. , k , C , .9 27.2 1 + ► INDEPENDENT LIVI G t ' c..,. _ i w i CONCRETE ,, I , t , j r I - , t D ,- 17.5 SIDEWALK .,....�, �' 29.4 ..,:. f FACILITY�r ADDITI N i ADA R`SERVE' PARKING SIGN ' �' ': `, ► ' ' t r ! RAMPr ► N 18.5 21 tOTAL lI .::E; ','.• .. . , 1 SIDEWALK TYPE 2 _ ,' r` (I UTCD 1�7-801} :, ,. �' :; ,` �__._ g }_.,_ _ PARKING 18.2 [ ' WSI `O STD PLAN F-40� 2 00. ; ; i T PI F 3 1 PP . . ... . . ' SEA NOTE STR-• 6.3 ' _ _ / f 1 ( Y CAL 0 } ,, SPA6,ES { I ..I. , fl 6 X6 ; ► ; 18. � ' ACCESS H I .. ,' CON �' SIDE ALK R{AMP TYPE 2 ', t r FFL- 9 t t i 18.0 `.� 1 �o T=17.1 I a f PATI1O WSPOT ST PLAN ,F-40.1�-00. --, 3 ,,,� + 117.9 31.4 EE NOTE STR-D6.3. �� - �� ` �- 3�J.9 127.94 17 4 SAWCUT . � � t •.: � rt 1 t � ', 1 _ •• ' 24 30.5 I PP 4 ' _ CB 7 � ,r � i � � a ,19.0� 1 .8 ---- , -- -;- _r___ ' - ALLEY PROFILEWIN , 28r1 . ,. . 27.7 T=17.7 ` r 1 -� 1 f ` c t ( t ` _ `� CB 6 MH: _ �___ __ _ r 3+80 "' "' ;' FF - ? `: ;� ' �' i MH 402 PP `� T=17.8 $.8 _ Q; n r> ., .i•i�ai t. � 2 .9 ,�. :�; ' �' � z+oo `�' l� �. . . -- _.�_ � N s r 28C14 .f 1 �`: T=17. CB 1 L.•L_vvt `#- `� 27.7 :k. T 2 .5. r . .2'�t$' ' `._ ! i_ �.�{ /� f I;:/_ T-17.6 T� _, _� _� _ v ,�r r �.•. ... t INSTALL NEW CEMENT t' leg~ 1 ,. �' CONCRETE DRIVEWAY I , i 28.7 2 CONC PAT10 I _ RAMpTTO L r wY. �a INSTALL NEW CEMENT r CONCRETE DRIVEWAY , 2$•2 , �;° , .''.~, ` t<` ' '` �' 9% 13fl'x20' GEO--GRID ASPH LT yY= ENTRANCE TYPE 3, 1 ENTRA 4 31. rr .:{?� �:� r GRAD `• ` �';',' `� PER WSDOT STD i ENTRANCE TYPE 3, 8.8 FFL •Ef:�. PER ARCHITECTS • :' � i PER WSDOT STD Q ;31. $ 3 �8 9 :-`��' %;, ' ; 0� �, PLAN F-80.1 f -flfl ': .;t: PLAN F-'80.10•-'-00 o ` REMOVE EXISTING TING D MP T PA AN FENCE S U S ER D D E CE FFL ' , s8 9 ' ,° f 'f AND INSTALL NEW 10'X18' CONC PAD .V ITH i -, ' 0 27.9 - ' `-� `�►C ss N FENCE ENCLOSURE PER CITY OF ANACORTES Existing REQUIREMENTS. LINE OUT WITH PAINT THE k ti Assisted Living -{ , l EXISTING PARKING STALL. I W { I ( I Facility :.. 0 10 20 40 60 NOTE. STR Qf.3 DETECTABLE WARNING DEVICES NEW RAMPS INSTALLED IN ALL CURB RAMPS AND HAZARDOUR AREAS. SCALE ,3 LI �1 WET CAST ONLY, UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS � I ' `'.•• :: � � � � } DIRECTOR. t : s ' " DINING Existing # j A h � 'WHITE" IN COLOR, UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS Assisted Living „USE CROSSWALK" SIGN DIRECTOR, ' MUTCD R9--3B L/R USE— I - - WATL N `'_.r Facility g __ 4 ur-:: 12 ,� CROS WALK ! • SHALL BE A POLYMER CONCRETE CAST-IN-PLACE DETECTABLE WARNING � AR p TCHEN 8'Xr,�' STANDARD 2" STEEL HAND RAILING '� "REPLACEABLE PANEL",AS SPECIFIED BY AMORCAST PRODUCTS COMPANY,OR CONC AND FITTINGS, PAINTED YELLOW PER �.. .'` x APPROVED EQUAL. PA710 ANACORTES FIRE HYDRANT STANDARDS �• 2 HEA T PUMPS ON g C NC SLAB ( 36 � L C9 1 : I � 4 r i I f REFRIG. STANDARD SLEEVE- ° R p COOLANT a� _ I PUMP CONCRETE USE TYPE RAILING FFL SIDEWALK MOUNTING HARDWARE a I z ICROS WALK 2T.9 " FFLv. a, 27 This plan sheet is approved for construction in accordance with the City of Anocortes ordinances and policies. Actual conformance of the design with applicable '"" ° :'.,• :`.;, CROSSWALK GUI G DETAIL laws is the responsibility of the Professional Engineer, whose name and stomp '1lhtFt,!tlt�t%.,�t +l1LL1t�C�Et , appear on this sheet. Acquiring, complyingwith andprovidingmi i tin forall • Federal, State, County and local! laws, erits and mandates, including but not GRA VEL NOT TO SCALE A{t K r; E f L ([[ -`ram D 1 f limited to the the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National r s t t C71!<rCraittita��i !�t i�,i Pollutant Discharge Elimination System Permits is the responsibility of the Developer, 9 Y p Y P S S A I� c D >r T G � i Landowner, sand their Engineer. The issuance of this permit shall not construed as G i:� I-� .� 3l? 11'. '• 1�Z proof of compliance with applicable laws and permit requirements. -----z - c- -r- . .. .__. _ Knorr wh at S below. 1' r�1Lr-rM1 a I before you dig, SIGNED BY SIEVE LANCE 10 9 O r tA.X.-iRCIRJN-) - :VI-ITF:r�FFI) City Engineer Date DIMING ADDITION f This approval will expire in one year from the dote noted above. SCALE: 1" = 2Q' B. S a ; LPW#09-019-DCM S ov W COPYRIGHT 2009 � 0 SCALES. . s FIELD BOOK/PG.: �. �: �, iANl}LERU. INDEPENDElVTLIVING , SEMRAU EIJGINEERING & SURVEYING, PLLC HORIZONTAL • 1 -- 20 DATE. 1�15/1� IFC, CIVIL ENGINEERING • LAND SURVEYING • PLANNING VERTICAL NSA BLOCK56, MAP OF THE CITYOF ANACORTES DRAWING: 4097SD�-2.dwg 211 RIVERSIDE DRIVE - SUITE 208 �� 28626 �108 I�IO 4g97 o � GRADING PLAN NOTE. IF THIS SHEET IS LESS SECTION 24, T. 5 N., ., .. MOUNT VERNON, WA 98273 �' isEg �� , �S�4N�L ��� THAN 24 x 36 THEN. SHEET ANACORTE , WASHINGTON SHEET. C4 OF 8 360-424-9566 ►-, N0. DATE REVISION BY REV. HAS BEEN REDUCED 2" TAPPING SADDLE „ % _ � I _� / ! S WITH 2 GATE VALVE Chi._ v tr..,�i�� �� /7 ..� PER CITY OF ANCORTES STD ! '`' n NI L c. r WHEEL CHAIR END GAS RAMP 2" STEEL EX. CONC. SIDEWALK,.,,, C� OHP r SPEED LIMIT SIGN ONP OHP OHP-- "" __. OHP 'G G WHEELCHAIR G � . � ! NOTE: CONTRACTOR SHALL NOTE: RAMP WHEEL CHAIR WHEELCHAIR 4" TAPPING SADDLE CONTRACTOR SHALL LOCATION RAMP RAMP z" STEEC NOTE: DOUBLE DETECTOR WITH 4" GATE VALVE PRIOR TO INSTALLING CONNECTIONS, „ 12TH STREET CHECK ASSEMBLY IS TO PER CITY IOF ANCORTES STD ALL TAPS TO MAIN BY CITY 6 TAPPING TEE BE LOCATED IN THE FIRE 1 „ A PROVE VENDOR. WITH 6 GATE VALVE 12TH STREET RISER ROOM. 1 WATER METER PER APPROVED CITY OF ANACORTES STD. - AFL X MJ) OLD �" srEEc GAS MAIN _ - ASPHALT �� -- -- _ FIRE .HYDRANT ASSE BLY PER CITY OF WHEELCHAIR NEW 1 IRRIGATION METER ANACORTES STANDARDS. SEE DETAIL RAMP TROWLEO SERVICE ON EXISTING EXTENDED SHEET 7. USE STORZ COUPLING. DOWN TO SERVICE LINE PER CITY OF CB 2, TYPE 1 10 LF O PROVIDE 1--FT MIN CLEARANCE BETWEEN ASPHAL T EXTRUDED PA DEMENT CURB ANACORTES STANDARD. TOP_-- 17.6 SIDEWALK AND FIRE HYDRANT. REL TT X. 3/4 GAS I E~ -- 11.5� HW Y2 ;,vi*' N 30 LF WHEEL CHAIR RA MP P : �:<.,. Jj�� x l �}� ) M ■(y.��{, ':1::• •.4::• ''em�ss•• �yy�yyyy))'' ]( :'Ii• ..: . E;:::::...: a SIDEWALK .. . ... . ,. . . ... . . . ..'.'.'.', .•.'.'.'.•,'.•.'.'.'.'.'.•.','.'.'.'.'.•.•.'.•.'.'.'.'.•.'.'.'.•.'.'.'.'..'.'.'.'.'.'.'.•.'.'.'.'.' •.'.'.'.'.'.•.'.'.•,•.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.•.'. .. . .• .. EX. CONC. S E �y . . ... . . . . . . . . . . ..... .. . . ... . . . ... . . . .. ... . .. . . .. . . .. . . .. .. .. . ... . . . , . .. .. .. . ..• . .. . . ..... . . . 45 LF `' PI V 12 CPE _ jig 110 PP f " -- 0 '� 0 2�} 40 60 sroP � .�.•. S -- 0.0344 '.'. AP INTO EX SIGN 3 4" S RVI LINE IE -- 13.75 Ln RELOCATE CB 5, TYPE 1 40 4' :. TOP = 26.9 26 SCALE I IE = 23.5 CB 4, TYPE 1 25 LF 70 LF 12" CPE 10 ACCESS MHZ49 LF 12" CPE 12 CPE S -- 0.01 I � . . . 2 5 .. TOP -- 25.4 � WITH GRATE �� 8 IE -- 22.0 S -- 0.392 ,: -- 18.0 66 CMP CB3 TYPE1 11 �• q . . . 24 `y TOP = 17.$ ACCESS MN 7 WITH GRATE FIRE SERVICE LINE LF OF � i IE = 12.34 4" PERFORATED PVC ;• 12 TOP = 16.9 � 23 455D1 PIPE ; FOOTING DRAIN PIPE d 11 TOTAL t __ _ _, TO CATCH BASIN { w .. . 13 v PARKING 22 2" WATER SERVICE (TYPICAL) 5 z Q SPACES o PROPOSED 212 LF OF 14 4 ,� ,� 21 CONNECT DOWNSPOUTS INDEPENDENT LIVING 4" DI PIPE C.O. �' 83 LF OF TO CATCH BASINS WITH FACILITY ADDITION _ 66 CMP 24 •.. , . .. 4" SOLID PVC PIPE 0?IE 15 3 I ACCESS MH WITH GRATE :: :.. . :'.': 55 LF OF TO 17.1 (TYPICAL) 'EN.TR., ��' 8" PVC ► = PP 16 LF OR DI PIPE 19 70 LF OF 8 CPE 10 LF 1 S = 0.020 2 C 1, TYPE 2•-54" TH a cL GP GP S 0.005 " .. �„ 71.5 LF OF 8" C 2 DIA, FRAME AND GRATE 1 TOP 17.60 . ' 18 '.'. ... S -•- 0.011 s - IE N - 10.50 5 LF IE S -- 10.89 I f B 36" CMP ! IE W =13.89 PP . . ... .. �^ ALLEY _PROFILE MH 402 P 3+80 EX. 8 EWER 1 B M .�- `3 s 42» LF ► n r N i r� A � SSMH 3+00 12 CPE SSMH 1, `�- T 31.24 �.'. O CO 04 CO 405 n t tc' �; S = 0.0057 T 1T.9 IE 8" CHAN 23.98 t `--�`.-' IE/Nf N = 767 L�c._v v r 1lE IN = 8.26 L.�_.,._ ...--------------- _-- ------- � IE OU55 S - 7.64 EXISTING SID SEWER II 11 L-ti• IE 10.65 l FROM BUILDIN -• ' --'�'` ' •PP ' PROV DE SHOP f w VC C. H DRA NG FOR FFL RETAINING LL FFL C� ATOP ROCK MLL 18.9 CB TYk 1 PARKING r i CONN CTION Z 2 ..9 Existing CB 7 TYPE 1 STA 2+539 9' LT. o AC ss "= W Assisted Living STA 1+83, 9 L TOP = 17.8 i Facility TOP = 17.7t. IE 1 .69 I f I IE = 15.04 "'�w � 1 O v Q I l I I l I i I I � I I I 1 I fi� I 1 I I I NOTES. -- INDICATES BUNDLE OF 4-2" PVC CONDUITS FOR FUTURE POWER AND IRRIGATION -- CONTRACTOR NEED TO COORDINATE REMOVAL OR MOVING OF UTILITY POLES This plan sheet is approved for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the responsibility of the Professional Engineer, whose name and stamp appear on this sheet. Acquiring, complying with, and providing mitigation for all Federal, State, County and local laws, permits and mandates, including but not limited to the the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer, The issuance of this permit shall not construed as roof of compliance with applicable laws and permit requirements, Knorr what's below, SIGNED BY STEVE LANGE 10 19/09 Call before you dig City Engineer Date This approval will expire in one year from the date noted above. -B• 5 � PW#09-019-DCM Q F YEA FIELD BOOK P COPYRIGHT 2009 �� SCALES. . CHANDLER'S � UTILITY . „ , INDEPENDENT LIVING SEM AU ENGINEERING & SURVEYING, PLLC HORIZONTAL. • 1 -- 20 T THE Try �Tr� DATE. 10/15�09 1FC CIVIL ENGINEERING • LAND SURVEYING PLANNING VERTICAL N/A BLOCK 6, MAP 0� Ci l Y OF ANACOR 1 E DRAWING.- 4097SD-�-2.dwg 211$ RIVERSIDE DRIVE -- SUITE 208 28626 �a� �' PLAN NOTE: IF THIS SHEET IS LESS SECTION 24, T. 5 N., R. 1 E., W.M., JOB NO.: 4097 MOUNT VERNON, WA 98273 -. E�i�� „ 360--424y-9566 &ION L S� THAN 24 x 36 THEN SHEET ANACORTES, WASHINGTON SHEEN'. N0. DATE REVISION BY RE1�. HAS BEEN REDUCED ' OF 11 It'll ,•a - DOWN TO ASPHAL T EX7RU06D PA VEMENT __ ___ _ __.._ ___ _w _ ___. �� _ �__ __ _ _ �_ __ __._ _,___ _: _ _• w____ _ X. 314" GAS HWY2 ::;' . N Y6HE_EL CHAt .� •. ,, i . a, _. RAMP ::r; '<• i . _ PE. S!0 . . . . . ... . . U �} 3 Ex. carve. SIDEWALK ... .... . . . .. , . .. , . . ... . .. . . . .. .. .. ; e '' SLOPE �Pp IL 0 10 20 40 STOP AP INTO EX M_____,..�..-�� �'r �-�~ 9 •4� ; SIGN .'.',` ',• +� du �''"'.�""' . . /�('� f�(�� � •: , t►/ 4 -S V� .■wi,r.,�.•irsa■+■..•�•r'■r.'wrw�.�t.�s af■.r.r'i..r..ir iw.■r'.�� T tl 40 ♦ t y •`' I , DROP BOWL. 2� -- - - �-AM G� MOUNTING ..,{ SCALE I r - POSITION _r._.r.�......t._...Vie•.....i._.r_ 10 25 I �. " INSIDE DROP -- PLAN I 7 I1 ' Q 24 TRIM PIPE TO 2" MAX. i Q I RELINER® INSIDE DROP V NOTCH B01TOM EDGE 1 2 z BOWL SECURED WITH a i 23 a ; q Q STAINLESS STEEL a 4. i w 11 TOTAL +-______-� BOLTS r ::• :':' 13 PARKING 22 5 SPACES v PROPOSED 14 , 21 : :' INDEPENDENT LIVING C.O. �- W DETAIL OF SIDE SEWER FACILITY ADDITION COMPRESSION .'.'. '.•, . ., . CONNECTION UNDER BUILDING .. . .•.� - � CouPLIN� i I ' 20 IS PER MECHANICAL ENGINEERS ::': :':':': ' : : : : p, 15 5 MORTAR ;. , PP RECCOMENDATIONS 55 LF OF 8" PVC FERNCO FLEXIBLE ,d :: 1 OR DI PIPE 2 COUPLING OR EQUAL . , 19 S 0.020 :� I � a_ GP GP .' REUNERO STAINLESS `.� PVC SEWER PIPE °:, STEEL STRAPS OR s` '' • 1 S EQUAL. SECURE TO STRUCTURE WITH �a . . . PP 2 STAINLESS STEEL l CB 7 I BOLTS. STRAP AT 4' , CB INTERVALS (MIN. OF 2) 4 ' PP ..... :r..r.� _ •. a r ■,.. - - - ., .. . _ ALLEY PROF s. 3+80 Ex. 8 SEWER i MH 403 IN s S { . .. • ,f GLUE FITTING H'. 0 ?< SSMHBELL & SPIGOT a•, t CO 4O'3' �--, ,-00 sfay SSMH �►;'t " SWEEP ELBOW T--31.24 '„-^,.t-.•_-' 1 t'1 t ! T=17€9 E. ' :• .' .4 IE 8" CNAN 23.98 CQ 4Q4 y .. . Lit•_ t•r�ti.E t � L., .1 � [� / 7 .� ,. • '� <.� .a• .. I/:�I/��BE�DDE© IN C #L'1 �' /G 1N ,N 7S/ S •r u ; •�f•r..r♦r•.' �..1- a f�• i/6<NV. AT 45! IE IN ` 8.26 j,�; :,4, 'a� ai • . ,.. .. .:: W/ SEWER FLOW I I TL...___..:___________rr___I 7 IE OU95 S - 7.64 �:; }is.=rs •�•• I •',�'' •t �•••: �M.�• •• !''•� •, .f .'•.! •• .a±.�N J+•,.• ••"i•✓• rfaly•ij,f - •'•'i.' - .Y..4`�.� ,,•: .. j,f SJ:j t�1,♦,< ,•« may'•* ; ♦t �. �• ,`# EX46'.!�'yrr�,r.a i t � � � •�`" •5.�. 'j '' , ,!�:.,+fs S•. s.•S,s t•.. f t• f• ` •e• •S,�! 'w� sr ISTING SID SEWER FiFL Q 18.9 FROM BUILDINIG smwm� I INSIDE DROP CONNECTION EXISTING (yam 32 f . . . . . .GRADE. • , • • ! • : • f • • € + • € • ; • • • • • 1 • ♦ ♦ ; t ♦ t • • ♦ • • • ; • , r • • . • , , : • , ! • • • r • • : • • • , • • • • • : • • • • • • • : • . • • • . ! ♦ . . € i E • • , ♦ • • : ♦ • • € € f E • • a . • , • • ! ! . ■ • • • ! ♦ • • 1 E • • • • • • , • • : ! , • • a r • 1 • i , { • • i • ! • ! ; t • r , • , • • ` • • • , • • • • ! ; t , , i r • • ! • . t ! • ! . E • ' � : REFINER - DURAN, INC. „`. • • • • + , • • • • • • • , r , e • • a • • ♦ • . • a • • • r • f • • e • f • • r , e• • • , • f ♦ • s r , , r • • • • • • , • • • • r l + • r • ! + • ♦ • . , • e • • • • • • • • • • • , • • , ; 1. A!.!.INSIDE DROP CONNECTIONS FOR SERVICES AND COLLECTOR SEWERS sly USE THE DROP aowl.AS PRODUCED BY: 53 MT. ARCHER ROAD, R�•Ei.��sI�ER-DURAN, INC.� (800,� 50$-600 1 FAX.' (860)434-31 95 //�■ • �~'�•••""'...� • ♦ t • , , € • • • • ! ! • r . t € j��s1�'/ JJ.�1•friS/tr6ll��{RD, III �� •.f Li11riy�t W.7�1 € • • € , • • • ! . • , r • a • • • : r ! • e • • • ,�"�,, , • r • • s ! ! • • • f . • , • • e r • • e • • , • • s t € • ! • • . • • r !.• € • • • f • ! • • • , • • • • • • r , , • � • • • € • • • • • • • r I. ♦ ! • r • • e • • • • ! • , • • • • ♦ ♦ • • a • r • • a • € e ! ♦ ! ♦ ♦ • , ♦ s ♦ • € • s • • • • , t s ! ♦ ♦ ► , • • s • € s ! • a r • • . , • f • • , • r • • • • ♦ • ! ! • ! • € s s • • • ! �OQn�j=/_.j•s)� r�i/♦(,•ati��2�_+L�t.G ! '_. .� € ! ! • 860 434-0/ FAX- 860)43"DJ DESCRIPTION SCALE SECURE DROP PIPE Tb MANHOLE EIS WITH RELINER-DURW INC STAINLESS Ll V F E ! ! ! • ! SrEa.ADJUSTABLE LIMPING NON € . . . • . . . . • . , . �.`�,ti . . . , • . . �..•* . . • . . . • . • . . . • . , . ♦ • . . . • . . r • • . s . r , . • . • . a . • . . • . . . . , . . . . . . . , . € . , . a - - _ • • • i+•",�` - , CONNEIPTION • -• , e • • • • • - , ! - • € , - _ _ , . . . . . . . a . BETWEEN . , . . . . . . . • , . . . • . , . . . r . CONNECTIONS C6 • • � ... . /EBU'�jILDIh•/1�GS , a • t . . . . . . . , ♦ • r`� • • e • • i ! . • , 1 . 1 • • ♦ • € • e • • • • • • a • r / € r • t e • . , • ! , • , • , • ♦ • ♦ • .!•�a� • / •,".•'� i i• . • . . . • • ! . • . • •. ♦ r . • • • ! ► • , • € • • • , t ! • , ♦ • • , • • ! , • • , • • • , , • , ♦ ♦ • • • • ♦ • • , t 1 • € ♦ r ♦ . • • • , r • • r r , • • • e • • e t t ! • • • • a t , s ! € 1 i • ♦ • • • • i ! ♦ 1 • ! • • ! i a • a • • ! ! i , • ! • , • • • r e • • • • , • • • • r • , , • • . r r • • • s • t r • • i� t !+�• • • • r , • • • . . • ., • • • a • • • r • ♦ • • a • . • • • • - • • , , • . r , • e e • , ♦ • • s • r r • < • i • • • • € • • • • • ( - - ! a r ♦ • 1 r , • r 1 • r • s ! . r • • ! • • • ! • • • !� t� r • • • • t • • • • • • • •. • e • , • • . r • • , , • € • r r • • • • • • t • • • r • • ♦ • . • s s • • . . • e • • • • • e • , • • s f o J • • • • € • a a ! s • • , ! • r • • , • e • • • • • € • . / • • • • , ♦ • • r • • ♦ € , ! • . / • , • • • • • e • • • • r • ! • •� �i • • ♦ r € ♦ • . • • • • r • • . r • • • . • ! • . . . . • a • . • • . r • • • • • • • • . . • . ,-• . ♦ • • ♦ r , • • • • e r • • . . . . • • • t . . • € r . • . . . • • . . • . ! r , • • . • • r . , • • • • • • • • , • • + • • € • • • • • • , € , , r • • / € l �//'� •�'�' R'R� /ilk EXQAVA 1 ED. TRENCH !WIDTH. ♦ :� ♦ . . 5 VARIABLE DEPTH i , . . . . . . . . . . . . . . . . . . . . . . • . . . . . . , . . . . . . • . . . , . e . . . . t ♦ . . . , . a . • . . • . . . . . . . . . . : . . . . . . . . . . . . . . . . , . . . . r • • ! • • . . • . . . . . a • . . ! . . . ♦ , . . . . . . . e . , . . , . ♦ . . . . . . . . r . f , , . . . . . . • . r , • . . • . , ♦ , . . a . • , , . • . i ♦ • . . , , . . . ' 4 jt ' ; FINAL BACKFILL 5 l • • • • • s r , • , • • e • • ► • • , - APRRt3XIMATE• CB 7 TYPE I C8 6 •TYPE• 1 X� • • • , .STA 1+83. 9♦ LT , • STAB 2+53 .9 . LT . . . • . � �� � � FINISH' GRADE' • �•� jUP '17 7 _ . ! • • . . . , . . . . . . , . . . . . . , TOP 17.8 . . . . . . '� �� .s �' . aa'�"tl¢ 6" COVER t , a . ♦ . • IE = -15a39 . . ' IE = 14.69 . _ . . _ . . ,, �� • °'; ° -. 22 t . E�{• ,�,1�{ . . . . . . . . . . . . . . . . . . . . . . . , . . . . • . . . r . . . . . a • . . . . ! • • , f , f . . . . • • . • . . . . . . . . , 1 . . . . . . • . € :` . . . . . • • . . , • , . . . . . . . , • . • • . . . • . . , . . ♦ . . 11 . . . . . . te • . . • . . a . . • . . . . . € . 1 . . . . . . . . . . . . . . . . , . . , . . , . . , . . . . . .� • . . • . , . . . . . 22 ;� .b'° NOTE: PLUG AND FILL PIPE STA .0+00 ♦ ! f € _ REMOVE _ �'XIS7-I. G. , A I f :• 4 6 WITH WATER PRIOR TO T�?P 3124 � CONCRETE: • s . . . . • . • . - . . , . . . . . . . . . r . . . . . . . . . , . . . . . . . . . . . • . . . . . '� (;RA'DE BACKFILL t �� ' PIPE 4 PLACEMENT OF CONCRETE IE E. -- 23.98EXI STI NG� • , € , • , .. , . . . . . . . . �� BACKFILL TO PREVENT ` &CAP'.s/©E EWE SEWERLINE _ f CO 4Q5. . . . . . . . . . . . • . • . �:�� : : : : . . . . . : ;c r`0+•75' � °'� FLOATATION. € • • • SIDE-SE�ji''IGR ` e • / a a STA. 2+082 -; RT•� • • • r • a • �� �\ 1 � 20 . . . . . . . . r ; . . . . . . . • . s . . . . . . , ; . . . e . . . . . ; . . t • . ; , ! . • . < J J;T 3i/,i, , ! ! i , . . . E . ; • . . , . • . . . . . . . . . : . . . : . • . €�• . . ♦ • ropt • 1 7MV . . • . . • . ♦ . , . • . a . . , , f • . ♦ • t , . • . . . . . ! . , . . . . , . . . . . • . f • . . , . . . . e r . • . . ♦ € . , , . • , . . . . . • . %\ / 6 BEDDING No • • `�► �• ! SIDE SEWS ,. • ,� . ♦ L T 1+42 i !�. , •■..,.,,.. 12" PVC SEWER PIPE Z. . . . . . . • f . . . . . . , . a / . r . r . . . . ! • • . . . . . . s . . . s ! . . • f • r . . . , . • . • . t f , ♦ , • . ♦ . . • • • . • / • t / , t / • • • • • M r r e ♦ • • • • • r f • ! • ! .�.. • , , s • r • r • • • e • • r a • • • , • • ! • • ♦ • t • • • • • ! • • • • • . • • , ♦ • r • r • , • • • • • • , ! • t ♦ , • • • • • • . UNDISTURBED NATIVE SOIL a • , ' ♦ • , . ' , • • ♦ ♦ , • . a ' e , ' . , , ! • r� � • • . ' . • • • ' • . ' r a • ♦ • , r ♦ • . • • '• • '�'- • • • ' ' • • ".'....•..�.,.�+.,......+ ram- • ' • • • ' - :40 CONCRETE BACKFILL B a t ! . • 50 LF OF V , ` • a • ♦ • • ♦ • r • . + PVC SIDE SEWEI •�. . € TRENCH DETAIL C s • • ! / r . s • . . . . . . . s r . . . . . • . s . • • . • . • • . . s ! • s , s . € • • e s • r • • ! • • 088± t • , . • , s ! s s� ♦��a r E , • • ♦ s e ! • t t • t • • .• . : • • • . • • • e• • • , • ..• • ♦ • : •. • ! • • • • : .. : • a • t • i , • • € , r , • • ; . . . • , • • . ♦ . . . . . , • t ! • • . , f • • • • •• , • • . . • r . • t . • •. . . . . . : 16 16 Ir \1 (NOT To SCALE) • • € ! STA: 3+38 € ! .�,,•� ! • • •~--- NEW 12" CPE=STORM r ,,,r • . , • , • , '�.,,,,, . EVIIEt� CROSSING• , • MH 4Q1 ` �•; - IE ' 10. j IIaJSI E DROP ASH AND . , ! . • . . CONTRACTOR //qqq . . t q +�• ! 8f4.�.�����rrr , , ; 1 A . . ! . • f ! . • • s�C6) a s 1 ! • . • r . • . • s r • ♦ • r • a e • r s • , . • . a • • ♦ • • t a ! r • € . e s ! f •. s s ! ! ! a e s . s q��,♦ • e!r ! ,s�A . ! ! f • . • • • • . s . , ♦ r • • • • • € • • • ! ! -t ,. s • • • • • •CON.4}�j{/=TOR • O €VERi T • r • r . . • • • • r • • • • . e • • • r • . • • • . • • • • € 14■■ Lii . . . € 00000SIDEWALK ,APPRQVED ,LID • . . • . . . . . . . ! , . . • `'`�. . . . . , . , V s-i,1•yV ` , . . r • o L.00A1ION AND DEPTH OF t STA. 0+8� ,� � _ ' 491F O SANITARY SEWER BEFORE ' ! • , 6" . t . • ,--�.■,,,; INSTALLING STORM SEWER , TOPI "' 2S.J 125 LF'12" PVC ` • This plan sheet is approved for construction in accordance with the City of ! . . . PVC'SIDE` SEWER , ♦ Anacortes ordinances and policies. Actual conformance of the design with applicable . ; ♦ IE 8" IN '= '20.3t (CALCULATED) . C� �IN* CONCRETE < • S = 0.0�0 • €' . .Sil1E SEWS/?• 15IPE. . • • Taws is the responsibilityof th Profes io n'" ,,• �... e Professional Engineer, whose name and stamp . IE 1:2 OUT` �♦ 15.0' S � 0.(�13fi MIN. g' , AAA '61 LF OF $ RT 2+93 12 appear on this sheet. Acquiring, complying with and providing mitigation for all • , . s • . . s . , € . . . ♦ s . • , . . • • . • , 1 . . • • • , • • • • • a • • ♦ r • • t • • • • • a • • • r e • • • • . • e ! • . ♦ • a • , . ! • • • ♦ • • • r , • e ! ♦ t a • • ! A-MH -462 a , . r t s • • • • . a r . I • • • • . • . • • , • , • • • ♦ • . • • , • a r • a • • ♦ • • . a • • r ! • • ! , • • ! , • • • • • • •-• . • e . • € • • , a • • • , • • . I • • r . , PVC SEWER Federal, State, County and local Laws, permits and mandates, including but not € , limited to the the Endangered Species Act, Federal Wetland PermiA, State • • 2 CO.404 STA. �+12 S � D.015' MIN.. . � P ! STA. 1,{-$3; 4' RT. . . . , . . . TOP` � 17.8 • . r .�MH, 403. • • Department of Fisheries Hydraulics Permit. Federal Flood Plain Permits, National € STA. 2+73 Pollutant Discharge Elimination System Permits is the responsibility of the Developer, . € . . . . . . . . . TOP ol8.7 • , . . . . • . IE 1.2"•`=• 13.'3 . . . . • • Landowner, and their Engineer. The issuance of this _ TOP -- �8.8 SIpE1�ALK APPR�}VED• , 9 s permit shall not construed as ' ! roof of compliance with applicable laws and requirements. IE fi .-•14•.8± . . . . . . • IE 6" t •13 3 . : P P PP p q : . . . . . . . . . : . . . . . . . . . ; . . . . . . . . . : . . . . . . . . . : . . . . . . • . . : . . . . . . . . . . . . . . . . . . . . . . . . • tool ; • • . : . . . • . . a „ 1 •IE.81* e" .13.2 . . . . : . . . . . . . . . . . . . . . INSTALL"8" SIDE 5EVtilEEI TO NOI"tTH. • . . . . . . . . : , . . , . . a . ; . . . r . . . . . ; . . . 1 . . : . € : 1 1 rE - 12:3± (CAI..CULATED) 0+00 1 +00 2+00 3+00 4+00 -,, SIGNED BY STEVE LANGE 10/19/09 City Engineer Date This approval will expire in one year from the date noted above: EX. MH Knave what s hle GWx 1 , �� STA 3+80B. S Call before youdig,, TOP - 17.9F� y ,� �` IE W = 7.67 PW#09-019-DCM .�O o� sal �� � FIELD BOOK PG.: , COPYRIGHT 2009 � p SCALES: _ C ANDLER SSQUARE IND PENDE.N11 LIVING' SEIdRAU ENGINEERING & SURVEYING, PLLCPLAN �� �� 1 ��� ��.L:1� 1:1 HC�RIZGh�TAL • 1 -- 2t� CITY CORTES GATE. _ 1 15 10 IFC CIVIL ENGINEERING • LAND SURVEYING PLANNING VERTICAL 1" = 2' BLOCK MAP OF THE F AN DRAWING: 409TSD`-2.dwg zss2s 2118 RIVERSIDE DRIVE •- SUITE 208 �� � ' 2 1/12/10 REVISE SANITARY SEWER DESIGN MLS AN D PROFILE NOTE: IF .THIS SHEET IS LESS SECTION 2�-, T. 5 N., R. 1 E., V�1.1�., JOB NO.: 4097 MOUNT VERNON, WA 98273 S��IS ��� 1 11/9/09 REVISE SANITARY SEWER DESIGN MLS THAN 24"X 36" THEN SHEET 360-'�-24--9566 °�'ALJBY �tNACC�RTE UVASNNCT�3N SHEET. C�3 CIF � NO. DATE REVISION REV. HAS BEEN REDUCED WATER CONSTRUCTION NOTES GENERAL NOTES ASPHALT PAVING AND CONCRETE NOTES STORM DRAIN GENERAL NOTES A. NO GONNECTiON TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW 1. WORK HOURS: ASPHALT CONSTRUCTION: SEE SECTION 5-05 AND SECTION 9 OF THE 2002 PLANS AND SPECIFICATION FOR ROAD, A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DiSINFECTIONS AND RECEIPT OF BRIDGE AND MUNICIPAL CONSTRUCTION. )=012� q j Jd,..t 1*„ x S' "', CONSTRUCTION, CiTY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND THE CITY OF ANACORTES SATISFACTORY BACTERIOLOGICAL TEST RESULTS, THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 A.M, TO 10:00 P.M, SEVEN DAYS A WEEK (COA ENGINEERING AND DEVELOPMENT STANDARDS. I A. ALL ASPHALT TO BE REMOVED MUST BE SAW CUT. A JACKHAMMER CAN BE USED IF A NICE EVEN CUT iS B. ANY PERSONS PERFORMING HOT TAPS SHALL BE APPROVED IN ADVANCE BY THE CITY OF-ANACORTES. ORE, E2316). SOMEONE R CHARGE J T SITE E ALL TIMES WHEN WORK {S N PROGRESS. IF WORK S DONE ON MADE. WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS APPROVED BY THE CITY OF ANACORTES - 1 (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF ACCEPTABLE WEEKENDS, PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON SITE. E L B. ALL POLY VINYL CHLORIDE PIPE ( C) SUPERIOR TAPPING INC. AT 1.888.859.9221 OR SPEARS .TAPS, INC. AT 425,485.4764 AREA E CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME. ENGINEER IN ADVANCE. ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATION 35, COMPANIES. SAW CUTTING TAKES PLACE. PROVISIONS MUST BE MADE FOR CONTRACTION AND EXPANSION AT EACH JOINT WITH A RUBBER RING, 2. CALL 48-HOURS BEFORE THE FOLLOWING: SECURELY PLACED TO PREVENT DISPLACEMENT. C. PIPELINE MATERIALS AND INSTALLATION ARE TO CONFORM TO THE LATEST REVISION OF THE FOLLOWING B. ADDITIONAL ASPHALT MAY BE REQUIRED FOR REMOVAL BY THE CiTY OF ANACORTES ENGINEER OR INSPECTOR. STANDARDS: FOR INSPECTION CONTACT 360.299.1951. C. ALL CONCRETE STORM PiPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PiPE CONFORMING . DUCTILE IRON PIPE 'DESIGN (AWWA C150/A21.50) C. ALL VERTICAL DROP-OFFS WITHIN THE TRAVELED WAY WILL BE BACKFILLED EACH NIGHT. TO SECTION 9--05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. • DUCTILE IRON PiPE MANUFACTURING PROCESS (AWWA C151/A21,51) A. PRIOR TO WORK START-UP • CEMENT MORTAR LINING (AWWA C104/A21.4) B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT OF WAY. D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. D. ALL CORRUGATED POLYETHYLENE PIPES (CPEP) SHALL BE SMOOTH INTERIOR AND MANUFACTURED FROM • POLYETHYLENE ENCASEMENT (AWWA C105/A21.5) C. PRIOR TO POURING CAST-IN-PLACE CONCRETE STRUCTURES. HIGH--DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE 111, AWWA C111/A21.11. DUCTILE IRON PIPE JOINTS D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUB GRADE, E. ALL ASPHALT EDGING WILL BE TACKED PRIOR TO ASPHALTING. CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL ( } E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS, BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER. • DUCTILE IRON RESILIENT WEDGE GATE VALVES (AWWA C515) F. PRIOR TO ASPHALT PAVING. F. ALL ASPHALT PATCHES MUST BE A SMOOTH TRANSITION. NO BUMPS OR HIGH/LOW SPOTS (SECTION • DRY BARREL FIRE HYDRANTS (AWWA C502) ' 5-04.3(13)), SURFACE SMOOTHNESS MAXIMUM VARIATION IN 10-FEET PARALLEL TO THE CENTERLINE IS 1/8" E. ALL 12 INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM SEWER AND • DUCTILE IRON FITTINGS (AWWA C153/A21.53 AND C110/A21.10) 3. MATERIALS AND WORKMANSHIP: AND TRANSVERSE i' CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT/APWA SECTION 9-05.19 CORRUGATED • DiSiNFECTIONS (AWWA C651) POLYETHYLENE CULVERT PiPE. JOINTS SHALL BE SOiL-TIGHT. ALL 3-INCH THRU 10--INCH DIAMETER • DUCTILE IRON PIPE INSTALLATION (AWWA C600) A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS. G. SUB GRADE WiLL BE COMPACTED AND TESTED PRIOR TO ASPHALTING. CORRUGATED POLYETHYLENE PiPE (CPE) SHALL COMPLY WITH ALL THE REQUIREMENTS OF AASHTO M252 AND OWNER SHALL FURNISH TO THE CITY OF ANACORTES ENGINEERING REPRESENTATIVE COPIES OF B. ALL (ADD: WORK AND) MATERIALS THAT DOES (DELETE: DOES AND ADD DO) NOT MEET THE ABOVE BE MANUFACTURED WITH A SMOOTH INTEGRAL LINING THAT COMPLIES WiTH ALL .MATERIAL AND STIFFNESS THE CERTIFICATIONS THAT ALL MATERIALS MEET THE AWWA SPECIFICATIONS. a SPECIFICATIONS MUST BE REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. H. A MINIMUM OF 3-INCH CLASS 'B"ASPHALT PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY (SECTION REQUIREMENTS OF AASHTO M294. JOINTS SHALL BE SOiL TIGHT AS DEFINED IN SECTION 9-05.19. C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE ANY C.S.B.0 iS PUT iN PLACE, ALL TRENCHES WiLL 5-04,3(10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PiPE FURNISHED BY THE PIPE SUPPLIER. D. DUCTILE IRON PIPE TO BE THICKNESS CLASS 50 OR PRESSURE CLASS 350. BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS 24-HOUR NOTICE. USE THE TESTING PROTOCOL PROVIDED BY THE CITY. ITEMS TO BE COMPACTION TESTED WILL INCLUDE THE PiPE BEDDING 1. ALL FINAL JOINTS AND SAW CUTS TO BE SEALED (SECTION 5--05.3(8)B) USING A HOT POURED JOINT SEALANT G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. E. ALL DUCTILE IRON PiPE SHALL BE POLY WRAPPED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. (SECTION 7-08.3(1)C), BACKFILL (SECTION 7-08.3(3) AND SUB GRADE FOR SURFACING (SECTION (SECTION 9-04.2(1), A PREFERRED SEALANT IS AR-4000. POLY WRAP SHALL BE 8 MIL MINIMUM THICKNESS AND TAPED AT THE SEAS. LOOSE BAGGING WILL BE FOLDED 2-06.3(2)) AND ASPHALT (SECTION 5-04.3(10)8), H. THE END OF ALL ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED STORM DRAIN ON A PVC PIPE. AND SECURED TO THE PIPE. D. INSPECTION: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, BACKFILL, SUB GRADE, J. IN AREAS WHERE ASPHALT HAS BEEN REMOVED AND CDF IS IN THE TRENCH CURING, A STEEL PLATE IS CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND SIDEWALK. IF A PORTION GETS REQUIRED FOR COVER WHILE IT IS CURING. PROVIDE ASPHALT AROUND STEEL PLATE TO PREVENT THE PLATE 1. THE MARKER SHALL EXTEND A MINIMUM OF 36 INCHES ABOVE THE GROUND. THE PORTION ABOVE THE GROUND F. FIRE HYDRANTS ARE TO BE MUELLER MODEL SUPER CENTURION 200, AVK OR M+H. BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL DIG UP THAT PORTION FOR INSPECTION. 24--HOUR. FROM RATTLING. THE CONTRACTOR WILL BE CALLED OUT AT ANYTIME TO CORRECT ANY RATTLING THAT SHALL BE LABELED "STORM SEWER"WITH BLACK LETTERS. IT SHALL ALSO IDENTIFY THE INVERT OF THE STUB. NOTICE REQUIRED. KNOW THE SCHEDULE AND LET THE CITY KNOW, PROVIDES COMPLAINTS. J. CLEAN-OUTS SHALL HAVE CAST IRON CASES. G. FIRE HYDRANTS SHALL BE SET VERTICAL. PLUMB WiTH THE PUMPER PORT FACING THE STREET. E. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL USED IN THE RIGHT-OF-WAY. K. ON COMMERCIAL AVENUE WHERE LOCAL BUSINESSES ARE AFFECTED, NO ASPHALTING WILL HAPPEN IN THE LANE K. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A H. FIRE HYDRANTS SHALL BE SET AS SUCH THAT THE BREAK AWAY JOINT IS NO MORE THAN 6-INCHES ABOVE SEE THE CITY OF ANACORTES TESTING SCHEDULE. OF TRAVEL, WORK WILL PROCEED BEFORE OR AFTER BUSINESS HOURS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. AND NO LESS THAN 3-INCHES ABOVE THE FINISHED GRADE. F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES ENGINEER AND PROJECT MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER, SIDEWALK (INCLUDING L. ON MAJOR STREETS WHERE TRAFFIC CONGESTION IS A PROBLEM, THE PATCH WILL BE, PROTECTED WITH A / L. FOOTING DRAINS, ROOF DOWN SPOUTS AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE STORM DRAINAGE 1. THERE SHALL BE 3-FOOT MINIMUM CLEARANCE AROUND THE FIRE HYDRANTS. TRENCH RESTORATION WHEN TEST MAY BE REQUIRED N EACH LIFT), INCH STEEL PLATE UNTIL SUFFICIENTLY COOLED. SYSTEM OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. G. , CITY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUB GRADE, TRENCHES, CONCRETE, OR J. FIRE HYDRANTS SHALL. HAVE A RED HEAD BRAND OR EQUIVALENT WITH 5"STORZ RIGID FEMALE ADAPTER WiTH M, ASPHALT. THE COSTS OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT DOCUMENTS. MiN{MUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A MINIMUM OF 1 FOOT OF CAP AND CONNECTING CABLE. COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679. K. THE WATER SERVICES TO THE PROPERTY LINE FROM THE MAIN LINE SHALL BE 1-INCH MINIMUM COPPER AND 4. TRAFFIC CONTROL AND PUBLIC SAFETY: SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-15 OF THE CURRENT VERSION OF THE STANDARD SANITARY SEWER NOTES N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS SHALL CONFORM SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE CITY OF ANACORTES A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED A FLAGGING TO THE FOLLOWING: CONSTRUCTION GUIDELINES. COURSE OR AN OFF DUTY POLICE OFFICER iS REQUIRED. THE JOB WILL BE SHUT DOWN iF ANY SEWER MAINS: • EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, $O AS TO UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE GIVEN AND WORK WILL NOT PROCEED SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER L. INSTALLATION OF THRUST BLOCKS SHALL CONFORM TO THE CITY OF ANACORTES CONSTRUCTION GUIDELINE C FAGGING. A. ALL PVC SEWER PIPE AND FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF THE LATEST ASTM SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER LOTS SUITABLE FOR THEIR INTENDED USE. DETAILS, `THRUST BLOCK NO. 1 (WA-7)"AND "THRUST BLOCK NO. 2 (WA-8)". SOIL BEARING STRENGTH OF UNTIL A CERTIFIED PERSON. IS L B. SIGNAGE: ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE JOB IS TO BEGIN, SPECIFICATIONS D3034. ALSO, EACH OUTLET SHALL HAVE FREE--FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER 2,500 PSF SHALL BE USED IN MOST AREAS ABOVE THE WATER TABLE. A QUALIFIED SOILS ENGINEER WILL IN PLACE IF NEEDED. EXTRA SIGNAGE MAY BE • PIPE AND FITTINGS SHALL. MEET STANDARD DIMENSION RATIO 35. CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. EVALUATE SUBSURFACE CONDITIONS, WHICH INDICATE A LESSER SOiL STRENGTH IN THE NATIVE MATERIAL. THE PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS NEEDED. BE READY TO RENT SIGNS IF NEEDED. • ALL SANITARY SEWER PIPES SHALL BEAR THE MARK OF THE NATIONAL SANITATION FOUNDATION. • OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED `STORM"ON THE END CONTRACTOR SHALL USE PLASTIC SHEETING TO PREVENT CONTACT BETWEEN THE CONCRETE AND THE FITTINGS. C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE ASSISTANT CITY ENGINEER • ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. OF THE PIPE AND SHALL EXTEND 36 INCHES ABOVE THE GROUND. THE CiTY OF ANACORTES ENGINEERING DEPARTMENT SHALL INSPECT THRUST BLOCKS PRIOR TO BACKFILLING PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION OF SIGNAGE, • PIPE SHALL HAVE FLEXIBLE JOINTS. • DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH THE TRENCH. FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED DIMENSIONS. NO DETOURS ALLOWED INDIVIDUAL LOTS. WITHOUT APPROVAL FROM THE ASSISTANT CiTY ENGINEER. B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER OR BE AN • THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT M. THE WATER MAIN SHALL HAVE A MINIMUM OF 30-INCHES OR A MAXIMUM COVER OF 40--INCHES FROM THE D. FOR STREET CLOSURE: CALL 911. APPROVED EQUIVALENT AND HAVE BELL AND/OR SPIGOT CONFIGURATION IDENTICAL TO THAT OF THE PIPE. CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, CABLE, ETC.) FINAL GRADE BEFORE PAVING. THIS COVER INCLUDES THE TOP OF THE CRUSHED SURFACING BASE COURSE. E. CONSTRUCTION SAFETY: IS THE RESPONSIBILITY OF THE CONTRACTOR. MANHOLE COUPLINGS CORRESPONDING TO THE SiZE OF THE SEWER PIPE SHALL BE USED. • ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. N. THE WATERLINE SHALL BE FITTED WITH A WATERTIGHT PLUG AT ANY ANYTIME WORK iS DELAYED OR STOPPED 5. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: C. 6--NCH PVC SANITARY SEWER PiPE SHALL BE USED FOR SIDE SEWERS. SIDE SEWERS WILL BE CONSTRUCTED 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. AND OVERNIGHT, IF NEWLY INSTALLED WATERLINE IS CONTAMINATED WITH GROUND WATER, THE ENTIRE LENGTH AT A MINIMUM SLOPE OF 2% AT THE LOCATIONS SHOWN ON THE PLANS AND HAVE A 6 INCH TEST WYE AT OF PIPE AFFECTED SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLING ADDITIONAL PIPE, A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED MATERIAL THE EXTREMITY, PLUGGED AND BLOCKED FOR TESTING AND FUTURE USE, SIDE SEWERS WYE SHALL BE FACTORY P. ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A ALLOWED. MADE NTH MATCHED ENDS FOR RUBBER GASKET FITTINGS, NO CUT iN TEES SHALL BE PERMITTED. A SIDE TRAVELED, PAVED ROADWAY OR CONCRETES SIDEWALK, SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES 0. MAINTAIN A MINIMUM 1-FOOT VERTICAL SEPARATION AND A 30-INCH HORIZONTAL SEPARATION BETWEEN THE B. EMBANKMENT AND SUB GRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. SEWER GRADE THAT IS LESS THAN 2% MAY BE APPROVED ONLY BY THE ENGINEER AND THE CiTY OF ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE LOCKING LiDS. ALL DRAINAGE STRUCTURES WATERLINE AND ALL OTHER UTILITIES EXCEPT SANITARY SEWER, WHICH IS TO BE A 14-FOOT HORIZONTAL C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. ANACORTES UPON WRITTEN REQUEST. LOCATED WITHIN A BIKE OR WALKING PATH SHALL HAVE: LOCKING LIDS. SEPARATION. WATERLINE TRENCH IS NOT TO BE SHARED WITH OTHER UTILITIES. D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED PROCTOR". P. TRENCH EXCAVATION, BEDDING AND BACKFILL FOR WATER MAINS SHALL BE iN ACCORDANCE WITH SECTION D. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A PRESSURE TREATED 2X4. iT SHALL BE Q. ALL CATCH BASINS GRATES SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS". 7-10 OF THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 6. TRENCHES IN DEVELOPED RIGHT-OF--WAY: PLACED AT THE FLOW LiNE OF THE STUB AND EXTEND 4 FEET ABOVE FINISHED GRADE. THERE SHALL BE A CONSTRUCTION AND THE CITY OF ANACORTES CONSTRUCTION GUIDELINES TRENCH DETAILS. PERMANENT MARK LABELED "SEWER"WITH A DEPTH TO THE FLOW LINE SHOWN ON THE 2X4. R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE A5 DEFINED iN SAiD APWA SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE CURRENT WSDOT STANDARDS SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. Q. MAXIMUM LENGTH OF OPEN TRENCH SHALL BE 100-FEET. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. E. RUBBER GASKET SHALL BE INSTALLED PROPERLY TO AVOID WATER INFILTRATION INTO THE MANHOLE. S. CATCH BASINS MUST BE SET TO LiNE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT RINGS. R. ALL WSDOT REQUIREMENTS FOR TRAFFIC CONTROL SHALL BE MET AT ALL TIMES. A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. F. WHEN CONNECTING THE PIPE TO MANHOLES, USE A-LOK FLEXIBLE CONNECTOR, KOR-N--SEAL BY NP, INC., OR B. TRENCH ZONE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN 12-INCH LIFTS. APPROVED EQUIVALENT. THE PIPE TO MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON ADJUSTMENT BLOCKS IN LIEU OF PRECAST COLLAR. S. THE EN OF CONSTRUCTION ENGINEERING DEPARTMENT MUST BE NOTIFIED AT LEAST 48-HOURS PRIOR TO C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED MATERIAL WSDOT/APWA SPECIFICATIONS SECTION 7-05.3. THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS MAY BE REQUIRED TO FINISH COMMENCING CONSTRUCTION AND FOR INSPECTION REQUESTS. ALLOWED. GRADE. INSTALLATION WITHIN THE PAVED ROADWAY SHALL BE PER THE CITY OF ANACORTES TYPE I CATCH G. PiCK HOLES SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE AND TO BE INSPECTED PRIOR TO BACKFILL OF BASIN WTH 18--INCH BARRIER CURB DETAIL UNLESS SPECIFIED AS A THRU-CURB INLET. T. INSPECTIONS SHALL INCLUDE PIPE INSTALLATION, PIPE BEDDING, BAGGING, THRUST BLOCKING, PRESSURE 7. DRAINAGE SYSTEM CONSTRUCTION: THE MANHOLE BY THE CITY INSPECTOR. TESTING AND TRENCH BACKFILL, U. CAST IRON FRAME FOR TYPE 1 CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24--NCH GRATE. U. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL BE SUBMITTED, A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED H. MANHOLE FRAMES AND LIDS SHALL BE SLOPED TO CONFORM TO THE STREET GRADES. REVIEWED AND APPROVED BY THE CITY OF ANACORTESROC ON ALL MATERIAL USED iIN THE RIGHT--O SUBMITTED, . SEE WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. V. A LOW-PRESSURE AiR TEST AT 5 PSI FOR 15 MiNUTES FOR SEWER MAINS IS REQUIRED. THE CiTY OF IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED I, TOPS OF MANHOLES WITHIN THE PUBLIC RIGHT--OF--WAYS SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND STORM SEWER MAINS. CALL THE CITY OF ANACORTES TESTING SCHEDULE. SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE JUST PRIOR TO PAVING. 360.293.1921 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE REQUIRED. (SECTION 7-17.3(2)H) V. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIAL TO DISINFECT, FLUSH AND CONDUCT PERMANENT FACILITY. A PRESSURE TEST OF THE COMPLETED WATERLINE AS SPECIFIED IN SECTIONS 7--11.3(11) AND 7--11,3(12) OF B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND J. ALL MANHOLES AND CLEAN-OUTS IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND THE W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NON-METALLIC PIPES. THE SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. ADJUSTMENT RINGS PER THE CURRENT EDS STANDARD DETAIL ST-02, "STRUCTURE ADJUSTMENT AND METALLIC TAPE SHALL BE A MINIMUM OF 2 INCHES IN WDTH AND PLACED CONTINUOUSLY THE ENTIRE LENGTH THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION. C. QUARRY ROCK MUST BE SOUND "HARD"DURABL.E ROCK. NO RECYCLED MATERIAL, PERIMETER SEAL° OF THE STORM DRAIN TRENCH. W. DECHLORNIZATION WiLL BE REQUIRED OF ALL DISINFECTION WATER FLUSHED FROM WATERLINES WHICH CANNOT D. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED, NO DEVIATION ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. K. ALL MANHOLES SHALL BE PROTECTED FROM INTRUSION OF ROCKS, GRAVEL, WATER AND OTHER DEBRIS DURING X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE CURRENT WSDOT BE CONVEYED TO EXISTING SANITARY SEWER SYSTEMS. THE WATER.LINE, INCLUDING THE CORP. STOPS TO THE E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT BRICKS. CONSTRUCTION. SPECIFICATIONS FOR ROADS, BRIDGES AND MUNICIPAL CONSTRUCTION, WATER SERVICES, SHALL PRESSURIZED TO 225 PSI WITH GREATER THAN 5 PRESSURE DROP OVER F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE Ii CATCH BASINS. A 2-HOUR PERIOD. THE CITY OF ANACORTES PUBLIC WORKS INSPECTOR, ENGINEER ORR DESIGNATED L. THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWN STREAM MANHOLES, SCREENS OR Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH REPRESENTATIVE SHALL WITNESS THIS TEST. THE CONTACTOR SHALL NOTIFY AND COORDINATE WITH THE CiTY OF RIGHT-OF-WAY PLUGS TO PREVENT FOREIGN MATERIAL FROM ENTERING EXISTING SANITARY SEWER SYSTEM. SCREENS OR THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE OF ANACORTES WATER DEPARTMENT PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO ANY WATER SHUT 8. RESTORATION PLUGS SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL BE REMOVED FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT OFF OR TURN ON THAT WILL AFFECT THE WATER SYSTEM. WATER DEPARTMENT PERSONNEL WiLL OPERATE A. CONTRACTOR MUST LEAVE THE RIGHT-OF--WAY, EQUAL TO EXISTING OR BETTER CONDITION ALONG WITH THE COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A THE BOTTOM AND SIDES ARE A LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. DISTRIBUTION VALVES. B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS DISTURBED BY DESIGNATED REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. o . EXCAVATION. (SECTION 9-14.2). ALLOW 24-HOURS NOTICE. Z. OVERFLOW, SPILLWAYS, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND SPECIFICATIONS. NO X. SCHEDULED WATERLINE SHUT DOWNS: 72--HOURS NOTICE REQUIRED. CONTACT 360.293.1921 FOR SCHEDULING. C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. Y. EMERGENCY WATERLINE SHUT DOWNS: CONTACT 360.293.1921. THE WATER DEPARTMENT WILL BE NOTIFIED. M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF CAST"IN--PLACE PORTLAND CEMENT ACCEPTANCE. {SECTION 7-Q7,3}. UNIFORM SLOPE FROM ALSO, CONTACT THE PUBLIC WORKS INSPECTOR AT 360,299.1951 AND 360.661.783$. CONCRETE. CHANNEL SHALL HAVE A SEMI--CIRCULAR CROSS-SECTION AND SMOOTH, AA. QUARRY ROCK MUST BE SOUND `HARD"DURABLE ROCK. NO RECYCLED MATERIAL, INLET TO OUTLET. WHERE THREE OR MORE PIPES ARE CONNECTED TO ONE MANHOLE, THE FLOW CHANNEL 9. FINAL INSPECTION .AND ACCEPTANCE: SEE SECTION 1�-05.11 AND SECTION 1--08,5) SHALL BE FORMED TO SMOOTHLY DIRECT FLOW FROM INLETS TO OUTLET. BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS ALLOWED. ALL Z. CONTRACTOR 1S RESPONSIBLE FOR OBTAINING THE WATER SAMPLE. BOTTLE FROM THE SKAGiT- COUNTY .HEALTH SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. DEPARTMENT PRIOR TO SCHEDULING BACTERIAL SAMPLING:. THE LENGTH OF PIPE WILL DETERMINE THE NUMBER A. WHEN CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE CONTRACTOR N. STEPS CONSISTING OF ONE (1) INCH DIAMETER HOT BENT AND GALVANIZED DEFORMED BARS SHALL BE OF SAMPLES TAKEN. WILL: INSTALLED AT ONE (1) FOOT CENTERS. EACH MANHOLE SHALL HAVE A MINIMUM OF EIGHT (8) INCHES OF CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE 11 CATCH BASINS. • COMPLETE THE "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". ADJUSTMENT BRICK OR CONCRETE ADJUSTING -RINGS BETWEEN THE TOP OF THE CONE AND THE BASE OF THE • GIVE THE COMPLETED `"FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM"TO THE PW INSPECTOR AND REQUEST A SITE INSPECTION. ALL SiTE INSPECTIONS ARE ON WEDNESDAYS BETWEEN 9 MANHOLE FRAME. AM AND 12 PM. 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF A DESIGNATED B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY OF ANACORTES REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1955 TO SCHEDULE AN INSPECTION. ALLOW WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR WILL COMPLETE THE 24-HOURS NOTICE. NSPECTORPUNCH TWI LOVERFYK OFF EACH THAT ITEMS iTEM ON yWALK THEN THR UGH IT COMPLETED.INSPECTOR FOR REINSPECTION. THE STANDARD PLANS FOR ROAD, BRIDGE AND C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE CONTRACT P. A LOW-PRESSURE AIR TEST AT 5 PSi FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. PRE--TESTING IS CONSTRUCTION, LATEST EDITION AND APPROVED PLANS, INCLUDING FINAL CLEANUP AND ALL WORK ORDERED BY THE PROJECT MANAGER, REQUIRED, RESCHEDULING A FAILED TEST MAY RESULT IN SEVERAL DAYS DELAY DUE TO CONFLICTS WITH MUNICIPAL T , HAS BEEN COMPLETED. (SECTION 1-05.11) OTHER PROJECTS. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW 24-HOURS NOTICE, A D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL OAS BUILT"DRAWINGS (BOTH DIGITAL AND RE-INSPECTION WILL APPLY. B- 0.20-00 CATCH BASIN TYPE 1 8-10.2Q--00 CATCH BASIN TYPE 2 HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE PROJECT MANAGER. Q. UPON INSPECTION APPROVAL BY THE CITY OF ANACORTES PUBLIC WORKS INSPECTOR AND THE VIDEO B-15.20--00 MANHOLE TYPE i E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY OF INSPECTION REQUEST FORM IS COMPLETED BY THE CONTRACTOR, THE CITY OF ANACORTES MAINTENANCE B-30.10--00 RECTANGULAR FRAME (REVERSIBLE) ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. CAMERA CREW WILL PERFORM A VIDEO INSPECTION OF THE SANITARY SEWER MAANS TO DETERMINE B-30,50-00 RECTANGULAR HERRINGBONE GRATE CLEANLINESS, ALIGNMENT AND PROPER BEDDING AFTER LINES HAVE BEEN FLUSHED. CALL THE PUBLIC WORKS B--30.90-01 MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES 10. MISCELLANEOUS: INSPECTOR AT 360.299.1955 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE REQUIRED. (SECTION 7-17.3(2)H). B-85.40-00 8 INCH SEWER CLEAN-OUT A. AS-BUiLTS: THE DEVELOPER WILL SUPPLY TO THE CITY, ONE HARD COPY AND ONE ELECTRONIC FiLE A RE-INSPECTION FEE WILL APPLY PRIOR TO RE-INSPECTION VIDEO OF THE SANITARY SEWER LINE. A F-10.12-00 CEMENT CONCRETE CURBS PRE-INSPECTION CHECKLIST IS AVAILABLE PRIOR TO A VIDEO REQUEST. F-30.10--00 CEMENT CONCRETE SIDEWALK (AUTOCAD VERSION 2002) OF AS-BUILT DRAWINGS TO INCLUDE ALL CiTY UTILITIES. THE AS-BUILT F-40.12-00 SIDEWALK RAMP TYPE 2 WiTH LAYOUT DRAWINGS WILL BE SUBMITTED TO THE PROJECT MANAGER AT SUBSTANTIAL COMPLETION FOR REVIEW AND F-40.16-00 SIDEWALK RAMP TYPE 4A WITH LAYOUT APPROVAL PRIOR TO THE ISSUANCE OF FINAL PROJECT APPROVAL AND ACCEPTANCE. F-80.10-00 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3 & 4 B. UTILITY LOCATES NUMBER: 1.800,424.5555. REQUIRED BEFORE STARTING ANY GROUNDWORK. 1-40.10-00 TEMPORARY SiLT FENCE FOR INLET PROTECTION IN UNPAVED AREAS 11. CONSTRUCTION STAKING SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED iN THE STATE 1-4010-�00 STORM DRAIN INLET PROTECTION OF WASHINGTON. THE CONTRACTOR SHALL PROTECT ALL STAKING AND SURVEY MARKERS DURING THE I-80,10-00 MISCELLANEOUS EROSION CONTROL DETAILS M- . 2 PARKING SPACE LAYOUTS M- CONSTRUCTION PERIOD. REPLACEMENT OF CONSTRUCTION STAKING SHALL BE PERFORMED AT NO ADDITIONAL 2 4.60- - COST TO THE OWNER OR ENGINEER. THE CONTRACTOR SMALL NOTIFY THE SURVEYOR A MINIMUM OF 48 HOURS 02 SYMBOL MARKINGS: MISCELLANEOUS IN ADVANCE OF ALL REQUESTS FOR CONSTRUCTION STAKING. This plan. sheet is approved for construction in accordance with the City of Anocortes ordinances and policies. Actual conformance of the design with applicable 12. A CURRENT, APPROVED COPY OF THESE CONSTRUCTION DRAWINGS MUST BE ON THE JOB SiTE WHENEVER laws is the responsibility of the Professional Engineer, whose name and stamp CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF CERTIFIED AS-BUILT IM appear on this sheet. Acquiring, complying with, and providing mitigation for all DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE CONSTRUCTION. - Federal, State, County and local laws, permits and mandates,_ including but not limited to the the Endangered Species Act, Federal Wetland Permit, State 13. CONSTRUCTION REVIEW SHALL BE PERFORMED BY THE ENGINEER, HiS APPOINTED REPRESENTATIVE, OR THE CITY Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National OF ANACORTES. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE IN ADVANCE OF ANY CONSTRUCTION Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer. The issuance of this permit shall not construed as REVIEW TO BOTH THE ENGINEER AND THE ANACORTES PUBLIC WORKS DEPARTMENT, proof of compliance with applicable laws and permit requirements. 14. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW BY THE ENGINEER FOR VARIATIONS FROM THE ENGINEER'S DESIGN. SUBSTITUTES SHALL BE REVIEWED AS TO GENERAL CONFORMANCE BY THE ENGINEER BEFORE INSTALLATION CAN PROCEED. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS IN � --' 1W• 1�. ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. Know What's below, City Engineer Date Aft l before you ft. This approval will expire in one year from the date noted above. -09 s P"wTT #09-019-DCM, oti INA. � SCALES: � � FIELD BOOK/PG.: , COPYRIGHT Zoo9 �� o CHANDLE S SQUARE INDEP NDENT LTVING DATE.. Vm//o */"g /Fe- SEMRAU ENGINEERING & SURVEYING, PI1C - PROJECTHORIZONTAL : N/A CIVIL. ENGiNE RIG • LAND SURVEYING 4 PLANNING VERTICAL N/A BLOCK 56, MAP OF THE CI OF ANACORTES DRAWING: 4047DTS.DWG 2118 FIV�RSIDE DRIVE -- SUITE 208 28626 �. JOB NO.: 4097 r 0 T E NOTE: IF TN1S SHEET �s LESS SECTION 24, T. 3 N., R. 1 E., W.M,, MOUNT VERNON, WA 98273 °��s -ISTER� THAN 24"X 3�" THEN SHEET f st V. ANACORTES, WASHINGTON 3sO-424-9 66 oNAL SHEET. C7 OF $ NO. DATE REVISION BY RE HAS BEEN REDUCED a a vs o � -fit v to r,e , r. •r ' .+t. '' x r.. y rn 40' A na r, _ A a3 NO MORE THAN 10' FROM OPERATING NUT TO THE DRIVE SIDE OF CURB C7 C p Q '� Z , o o � p Cs 34.5 c'°n v � c� CONCRETE SEAL r 2 1 2 �M (0 rn -4 � W 28' rn - o > (SEE ;:u o OPERATING NUT SHALL BE 1 1/4" PENTAGON. O f n wtJiL ri S rt t� w N N �' x 3 1;, _ 2.5" PORT WITH N.S.T. ` © z rn rn .4. o rn -•�•1----- 4" PUMPER PORT WITH 6 THREADS/INCH z a) ov X INCH I.D. MEASURED. 31 0 I < � z �' ,r� I � y MEASURING 4.72 INCHES O.D.. (STORZ N M'` z ADAPTER AS LISTED BELOW IN GENERAL 21 f it v v 'v 1r� a ©0 D NOTE: r co �' q NOTES 3) .� r.. 5 SEE TRENCH DETAILS FOR 12f 3: BACKFILL REQUIREMENTS 36" FROM 36" FROM � ANY OBSTRUCTION ANY OBSTRUCTION w n. M m CONCRETE SEAL JOINTS AFTER o ¢ d ¢ 5 v 5 v COLLAR PAVING ()PERATit3NS -- rn BREAKAWAY 2 INCH MIN. DROP COVER WITH HAVE BEEN COMPLETED l © s = 6 INCH MAX. "WATER" ON COVER. z w x 0.5 rq ., NO.: ITEM: MATERIAL: SIZE: nzi FINISHED GRADE EXISTING PAVING w 3: � 0.5 » :V � •• ,gaooaaoogoo oqG 000gag000qa0oo,.O a �'ti°a°a°o°a ° a°o oga°o° - V {� '� 4 CEMENT CONCRETE 1 METER CONC. 2 INCH °°°a°q°o°a° o°a°a°o°a°q°o°�^ '�►°a°o°O ° ° q°o q0, Q °0000aoao° °v000ao°oo°° 000000 a a o°° r'` CAST IRON VALVE BOX ,000aoaoa° a0000°o°a,.. ''°°° o°° CASING COVER. � � SIDEWALK WSDOT STD 6 9 ggaaa goaga oa aq a o a o 0 o a a a a o a O O O O O O O O P O O q 0 0 2;.Q% ... � PLAN F--30.10--�}{} 1 PLUG BRASS 2 INCH q°ao°°o° aca°o�°° �'� o a ao� ° ° ' SEE TRENCH DETAILS FOR ° a CAST IRON VALVE 110 BRASS 2 INCH �� '° o°° , 6 GRAVEL. .� cs .t ; $AGKFIL REQUIREMENTS aaa CASING. BASE ' •� COUPLING/ FEMALE .e 30a » :,`> ;.,' �• zY \.• \ ! E � FLARE X IP •a TAR PAPER OR PLASTIC .°°oa BARRIER RESILIENT WEDGE OVER DRAIN ROCK. o°o°a GATE VALVE PLANE 21/ TO CENTER OF °'�� , f.5 „ ,0 MAIN 4 ADAPTOR •� ,° 1/2 CU.YD. GRAVEL ,°a°a EXISTING DRIVING LANE �s fis UNDERDRAIN. DRAIN ,,sa°o°a °a „ 4 PIPE COPPER 2 INCH a'w S a o CEMENT CONCRETE TRAFFIC ROCK 0g9: a°q�'o•u a''a°q°a°oaa 7" CRUSHED SURFACING TOP COURSE ' CURB AND GUTTER WSDOT V-agg°Sag°a°a°a°a°aaa°a° �° 'a°a°a4oao°°°° Q.5 TYPE K DRAIN HOLE. • q CQNG. 7 $ STD PLAN F--10.12-00 y VALVE v EPDXY COATED v v , •y MEGA LUG OR GRIP RING ° ° THRUST 3" HMA CLASS » ASPHALT LEVELING COURSEREQUIREDIV 5 BOX -o SHOE (INSIDE e; » AND OUTSIDE). ip;2,, ., o o' GEOTEXTILE FABRIC MAY BE BY CITY rn ITI rn m ,a,, a q p 3 HMA CLASS ASPHALT WEARING COURSE ' . . ENGINEER OR STATE REPRESENTATIVE IF UNSTABLE o --- SADDLE BRASS v --� ,,,... DRAIN ...... n.BL'©GK: ? �!' CONC. THRUST '�•p :$ . �7 WITH r-- .,d• , ROCK SAND BEDDING GROUND CONDITIONS ARE ENCOUNTERED. r: WATER SERVICE NOTES. BLOCKING. ,*.........................:'' �' ("'� 2 INCH ' (SEE NOTE 1) I A. METER BOXES SHALL BE FOGTITE (B10T), SKAGIT VAULT #2 (FOR 2" METERS), NIPPLE i = �" , r- -"rt-----r--UNDISTURBED EARTH --►- OR APPROVED. 7 RESILIENT 2 INCH 0 ® UNDISTURBED EARTH---i�►- " 12 T H STREET PAVING SECTION o B. METER WILL BE PROVIDED AND INSTALLED BY THE CITY AFTER FEES ARE PAID. WEDGE o C. ANGLED METER BALL STOP AND CORPORATION STOP SHALL BE FLARED, MUELLER 110 GATE i0 (NOT TO SCALE) '� m OR FORD QUICK JOINT COMPRESSION FITTING. VALVE v D FIRE HYDRANT N-OTES; © !� IPX110 BRASS 2 INCH a 1. A THRUST BLOCK SHAL BE PLACED AT THE BACK OF THE HYDRANT SHOE FROM THE DITCH BOTTOM TO A POINT 3/4 OF THE WAY UP D. THE SADDLE NEEDS TO BE RESEALED IN 8 MIL POLY BAGGING. SERVICE PIPE TO BE $ v __4 THE BACK OF THE SHOE AND "V" SHAPED TO SOLID GROUND AND SHALL BE A MINIMUM OF 2'-'0" WIDE AT THIS POINT AND SHALL NOT WRAPPED IN TAPE 3'-4' FROM THE GATE VALVE FOR CATHODIC PROTECTION. COUPALII EG/ MALE OBSTRUCT BOLTS OR DRAIN HOLES ON THE SHOE. ALL BOLTS BELOW GRADE SHALL BE CHECKED FOR TIGHTNESS BEFORE BACKFILLING. z rr-I E. SADDLE SHALL BE ROMAC NO.202S OR EQUAL. ADAPTOR Q THE USE OF MEGA-LUGS OR GRIP RINGS IS ALSO ACCEPTABLE. N 2. THE FOLLOWING HYDRANTS HAVE BEEN ACCEPTED AS A STANDARD BY THE CITY OF ANACORTES: MUELLER (SUPER CENTURION 200), © F. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE IF REQUIRED Q -' a NIPPLE BRASS 2X3 0 �, AVK AND M+H. G. FOR METER INSTALLATIONS GREATER THAN 2 INCHES, CONTACT THE ENGINEERING C° ,._., 3. RED HEAD BRAND OR EQUIVALENT WITH 5" STORZ RIGID FEMALE ADAPTER WITH CAP AND CABLE. 0 WATER WORKS DEPARTMENT. I"�"I z 8 . co B 11 THRUST BLOCK �- TABLE ►,,''y, REMOVABLE NATERTIGNT COUPLING MINIMUM BEARING AREA AGAINST a, J yYr�t» 5r'}r e,!r f a A( ,r fi _ rs s• r�r ,".`` ,{':•s' OR FLANGE i', �'" q ., UNDISTURBED SOIL SQUARE FEET i •,: ` ..: ' ` ATIOM = 12,0 PIPE PRESSURE ,A B C 4 E X A 4;`. 12'un1. p' t` SIZE: PSI: (loops[) NIN.\___$"DIAMETER ELBOW ;f °o°a o°Oo °oo o°a 4» 200 2/0) 1/WNE 1 AME NONE NONE NONE WIH A WELDED PLAT °ooaa°ua°o °n°n °oa°o°o 300 3 2 2 2 2 1 1 1 NONE n AND DRILLED 3•DIA.ORIFICE " 1 Y J{ } J{ ) /t } ft 12 OUT br ,d °aao�a°°°a°n °n�°n°a°a°o°a /^ y aoaanao oaoaaao r,tttt / t•[1} /� J aL� 3C3 (N lR' r !, 200 4/(3 tt�� 31 t1� �l{1 'I/NONE - ,�, oaoaaaa naaaoaa 6 NONE r 1 / ! t °oaoaon°aa oaa°ao°o°a 300 6/(4) 4/(3) 3/(2) 2A9 1/NME ELBO -RESTRICTOR ��rJ r aann°an oaaaaan onnCt=nnan oa oaoa �» 200 7/(5} 5J(3) 4/(3) 2/(2) 1/(1) 3J(2) (NO SCALE} OFFSET FRAME SO THAT { 300 11j(8} 8/{5} 6f(4) 3f{2} 2/{1} TEE RESTRICTOR/FLOATABLE "+ :... r t= e . .. ,. 12 10 6 10» 200 11ftg) $Jts> 6f(4) 3f(2) 2/(1} /t 9 0 BEN D t � 275 6/(11 11/(7) 9/(6) 5/(3) 3/(2) SEPARATION DEVICE IS '''.; ,�,,t�f:•.:•:•' _`;� rr, VISIBLE AT EDGE OF i' a ': '.:� r + 9 » 250 4/{16 17 t11200 1$A11 )13/{) 7f(5) 4J{,33 OPENING AND DIRECTLY 12 5/(4•} OVER LADDER $ ] 3 1 4 200 2 13 16 11 12 8 6 4 3/(2) 7/(6) •�'a•;'�� TOP = 17.6 NOTE: 250 3/(22 23/(16 18/(12 9/(6) 5/(3) '••S't.s` MANHOLE TOP SLAB SEE ST--01 UTILITY TRENCH TYPICAL 16" 204 9A1s 1/{1a 16/(11 a/(s} 5/{3� 1c/t�} : •. i ` PER WSDOT B--24 FOR BACKFIL REQUIREMENTS 225 3!(16 /Its 7/(12 s/(a} 5/(3} DOUBLE SERVICE PLAN VIEW . 1$" 200 6/{24 6!(17 0/(13)1i1I{7} 5/(4) 13/(9) •: 1 INCH 20 200 �v/{29 2/(21 4/06 13/(8) 7A4) 16/01 CAP •E----4801 11..,- NO.: ITEM: MATERIAL: 5/8 OR 3/4 1 INCH DOUBLE •rJBEND MAIN 24" 200 �4A43' 6/(3© /(2� 1SA12 9/(6)�3/1(1s METER BOX CONC. NO.1 N0.3 NO.1 e 00BOLT OR ANGLED BALL FOR COPPER 1-INCH ) INCH 5/8 INCH �° :� TOP = 13.50 WELDED STD. METER STOP SOMCE 3 IRI�cH 2 3/4" DIA. RODS FOR 10" SIZE & SMALLER 13.2 OVERFLOW W/LOCK WINGS / 2 - 1 DIA RODS LARGER THAN 10 SIZE 0 MANHOLE STEPS CROSS-SECTION 12" 0.C. 3 PIPE COPPER 1 INCH 1 INCH 1 INCH .:p 1 A.: ,• „ CLEANOUT GATE/SHEAR GATE 100 YEAR WATER TYPE K ,, '=3 Vjr 12.09 3 DIA. ORIFICE 8" DIA., APWA STD. PLAN B-•3 SURFACE = 13.2 4 CORP. STOP FOR COPPER i INCH 1 INCH 1 INCH f i SERVICE `. LIFT HANDLE, APWA STD. 5 SADDLE BRASS BODY �__ PLAN B-3, OR CHAIN S.S OR IE 12 OUT 10.89 36" CMP IE 36" = 10.50 140 LF, 66" CMP BRONZE STRAP 16 GA. MIN. (ROMAC 1018/BS) CMP TO CPE a 6 TEE BRASS 1X3/4X3/4 22 1/2 BEND 11 1/4* BEND COUPLING STRAP TO » ADAPTOR BRASS 1 INCH '.�!•, BASIN WALL IE 66 CMP = 8.00 8.89 i" DIA IE 66" CMP = 8.00 715428 ' . g PIPE BRASS 3/4- x s~ ,• .: ';..:'. THRUST BLOCK NOTES: ORIFICE 9 90" ELBOW BRASS 3/4 INCH 1. SQUARE FEET OF CONCRETE THRUSTS -- BLOCK AREA 2' MIN. 10 pipe BRASS 3/4 INCH GATE VALVE BASED ON SAFE BEARING LOAD OF 2000 3000 x CLOSE SAFE BEARING LOADS IN LB./SQ.FT. THE POUNDS PER SQUARE FOOT, / STD. GALVANIZED 66„ 11 CONDUIT PVC 2 INCH FOAL AWING BEARING TABLEADS AREGFORN IN THE HOR HORIZONTAL 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, CATCH BASIN LADDER WATER SERVICE NOTES: FIRE SPRINKLER SYSTEMS MAY REQUIRE LARGER THRUSTS WHEN THE DEPTH OF COVER PRESSURES AND SOIL CONDITIONS, STEPS CB CONTROL STRUCTURE DETAIL TYPE 2�-54" A A. METER BOXES SHALL BE A BERG VAULT 1 METER AND SERVICE PIPING TO MEET FIRE FLOW OVER THE PIPE EXCEEDS 2 FEET. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE # MINIMUM OF 1 4 SQUARE FOOT BEARING AGAINST THE FITTING, STORM DRAIN UNDERGROUND STORAGE DETAIL WITH A TOUCH READ LID. REQUIREMENTS. COORDINATE WITH BUILDING SOIL SAFE BEARING LOAD / (NOT TO SCALE} B. METER WILL BE PROVIDED BY THE CITY. DEPARTMENT IF SPRINKLERS ARE PROPOSED. LB. PER SQ. FT. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL C. ANGLED METER BALL STOP AND CORPORATION *MUCK, PEAT, ETC. 0 BE CLEAR OF.JOINTS TO PERMIT TAKING UP OR DIS- STOP SHALL BE FLARED, MUELLER 110 OR SOFT CLAY 11000 MANTLING JOINT, FORD QUICK JOINT COMPRESSION FITTING. SAND AND GRAVEL �000 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO D. THE SADDLE SHALL BE RESEALED IN 8 MIL SAND AND GRAVEL WITHSTAND FULL TEST PRESSURE AS WELL AS TO CON- POLY BAGGING. THE CORP AND COPPER SERVICE CEMENTED WITH CLAY 4,000 TINUQUSLY WITHSTAND OPERATING PRESSURE UNDER SHALL BE WRAPPED IN TAPE 3'=4' FOR CATHODIC PROTECTION. HARD SHALE 10,000 ALL CONDITIONS OF SERVICE, CEMENT CONCRETE BARRIER CURB E. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE AT BUILDING ENTRANCE IF STATIC OR *IN MUCK OR PEAT, ALL THRUSTS SHALL 6. ADDITIONAL BLOCKING MUST BE PROVIDED IF GATE VALVE IS FIRE PUMP PRESURE EXCEEDS 80 PSI. BE RESTRAINED BY PILES OR TIE RODS AT END OF LINE DURING TESTING. WSDOT STD. PLAN F-10.12--00 F. FOR DOUBLE SERVICE, A U-BRANCH MUELLER MODEL NO: H-15364 OR OR EQUAL MAY BE USED. OF MUCK OFF PEAT AND- REPLACEMENT TO SOLID FOUNDATIONS OR BY AL G. FOR METER INSTALLS GREATER THAN 2 INCHES, CONTACT THE BUILDING DEPARTMENT WITH BALLAST OF SUFFICIENT STABILITY 7O RESIST THRUST. .......... ... ». :i':.•F.f'4Y.Y4PwFifi.TaT4:43 iYAt•.Y.M1 YAY61::Y.t SCALE: NOT TO SCALE This plan sheet Is approved for construction in accordance with the City of A tY DETAIL: WA-0 DCAWN B NOT TO SCALE DETAIL. WA-07 .coa°°aa p°000 ooaccacot°bo°aaoo�°oaaaoo�aoo G, G�� QR Anacortes ordinances and policies. Actual conformance of the design with applicable o°caaa aaaa aaa, aaa as a a DRAM BY: S L. R S L. laws Is the responsibility of the Professional Engineer, whose name and stamp •• FILE: WA•-•04 SERV-SMALL�DWG WATER SERVICE FILE: WA-07 THRUSTBLOCKI.DWG THRUST BLOCKING appear on this sheet. Acquiring, complying with, and providing mitigation for all 2 CRUSHED // Federal, State, County and local laws, permits and mandates, including but not GRAVEL (TYPICAL) EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: UNDER 2" EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: , HORIZONTAL BENDS limited to the the Endangered Species Act, Federal Wetland Permit, State AND VALVES Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National WOVEN GROTEXTILE REINFORCING 21/2" CLASS "B" ASPHALTIC CONCRETE 07--20--0fi 07-20-2009 BRUCHNER c °�� APPENDIX A -- STANDARD DRAWING 2009 Oi--20--2005 07--20--2009 BRUCHNER c a�� APPENDIX A - STANDARD DRAWING 2009 Pollutant Discharge Elimination System Permits is the responsibility of the Developer, FABRIC M1RAF1 X SERIES IF " Landowner, `and their Engineer. The issuance of this permit shall not construed as 3 CRUSHED SURFACING TOP COURSE proof of compliance with applicable laws and permit requirements. DIRECTED BY GEOTECHNICAL [WSDOT 9-03.9(3)] OR 2" ATB � . ENGINEER CONSTRUCTION WORKING SURFACE SIGNED BY STEVE LANGE 11/13/09 12 AGGREGATE FOR GRAVEL BASE 9-03.10 City Engineer' Date [WSDOT 9-03.10] This approval will expire In one year from the date noted above. Know wharS below. PARKING LOT PAVING SECTION PP P y Call before you dig. � (NOT TO SCALE) o PW#09-019-DCM COPYRIGHT 2009 ��' �0 SCALES: NDLER'SI- . INDEPE.L1 FIELD BOOK I�T EMRAU ENG NEERING & SURVEYING, PLLCPROJECT HORIZONTAL • N/A DATE. 1/15/10 IFC- ((( CIVIL ENGIN EI ING • LAND SURVEYING * PLANNING VERTICAL N/A BLOCK 56, MAP CIF "SHE CITE' CIF ANACORTES DRAWING: 4047DTS.D G 2116 RIVERSIDE DRIVE - SUITE 208 �o 28626 �. 1 11 16 09 WSDOT REVISIONS TO 12TH STREET SECTION MLS JBSE ' NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N. R. 1 E. W.M. JOB NO.: -097 MOUNT VERNON, WA 98273 S or�T����� 10 12 �J� ISSUED F'OR CITY APPRO�/AL JBS THAN 24"x 36" THEN SHEET 360-424--956fi NAL NO. DATE REVISION BY REV. ANACQRTES, WASHINGTON SHEET: 28 ��' $ HAS BEEN REDUCED 40' 28.5' 0 22' wl O w � z J � 0.5' Iw-- 21' z w I— � � Q S 6' 6' SEAL JOINTS AFTER Q Q CURB INSTALLATION X o HAS BEEN COMPLETED w Y 4" CEMENT CONCRETE Q Q PLANTING 2% SIDEWALK, WSDOT STD 2.07. V) ~ STRIP — PLAN F-30.10-00 X �i 6" GRAVEL BASE CEMENT CONCRETE TRAFFIC 12f" EXISTING ASPHALT OVERLAYS CURB AND GUTTER, WSDOT STD PLAN F-10.12-00 COMPACTED CRUSHED SURFACING TOP COURSE 2f" EXISTING ASPHALT ROADWAY BASE EXISTING GEOTEXTILE FABRIC Py Cr- WA , G y�Q'C 12TH STREET PAVING SECTION p (NOT TO SCALE) H ��0- 26178 44—/ 9�►s ® AL j l25/® COPYRIGHT 2010 CHANDLER SQUARE INDEPENDENT LIVING SHEET: 1 OF 1 SEMRAU ENGINEERING & SURVEYING, PLLC DATE: 3 25 10 CIVIL ENGINEERING ^ LAND SURVEYING • PLANNING 12TH STREET (SR20 SPUR) PAVING SECTION DRAWING: 4097DTS.DWG 2118 RIVERSIDE DRIVE - SUITE 208 MOUNT VERNON, WA 98273 WSDOT GENERAL PERMIT EXHIBIT JOB N0: 4097 360-424-9566 � M G z � G G m ED Sao � A rri A N c.+ � A �! 0 I A m D 0 k � Z 047= fi—�— I � to y ca CO Wg ' U7 IF II _ � ,?z Z" co rn X A C�m r y �mm Zm O 0 DZO 00 m o�m N C ''�Z F— mm zC) I o x I � d � r I 0-3 Z a r cn cn I cn cn � z cn c r� y O I c � 0 L — EX. CONC. SIDEWALK CO C) a 0 O m D = ill co m z m m EX. CURB AND GUTTER k n O ZLn �a a -P, ? co ff ff y ID o\ o - 0 AVENUE - zN O , O — — — — N O 0 � C) G G Description of the Work SR-20 — — — — — — — — — — — — — — — — — — — — — — to I-5 The proposed Work includes the addition of a 30,365 sf Independent Chandler's Square Living wing and a 396 sf Dining Room expansion to Chandler's 1300 "❑" Ave Square, an existing 58,473 sf Assisted Living facility located at 1300 01 d > __ New 396 sf "0" Avenuein Anacortes Washington and associated work as shown Q U Dining Addition and specified. i see sheet A17 E C Q Q Q ZoningOrdinance Information E > 0 Z O > 12'-0" 15'-0" U Q z 12th st Present Zone: 17.28 Residential High Density District (R4) Conditional Use: 17.28.040.F Assisted Care Living Minimum Lot Size: 17.28.050 No minimum is required new concr to Building Setbacks: 17.28.060 13th st 13th st sidew lk Front: 20 ft arterial Interior Side: 5 ft . . Rear: Not Applicable 17.28.070 twenty-eight units per gross acre Existing Maximum Density: 17.28.080 fifty percent 12th st to State Ferry Kitchen M Maximum Land Coverage: 17.28.090 thirty five feet; No Work Max. Building Height: if nonresidential space, fifty feet 17.46.010 Senior citizen Dwelling Off Street Parking: 0.8 spaces per unit .lOb Site 1200 "❑" Ave �--' U City of Anacortes Plan Review Notes: Building Code Information 1. Provide Class I standpipe at Stair 100/200/300/400. Provide a Post Indicator Valve(PIV). Provide 2A10B Fire Extinguishers at a minimum Occupancy: Group R-2 Vicinity o. provide underground power rate of 113000 sf.Locate a maximum of 75 feet apart Coordinated Existing U Construction: VA (1 hour rated) E location with Architect.indicate on Sprinkler System Shop Drawings. Dining to electric room 117 NTS upgrade existing or install new 2. Provide Lock Boxes at each entry point. Provide a means of No Work Sprinkler System: NFPA 13R electric transformer as required communication and details for areas of refuge at Stairs.Communication Basic Allowable Area per Floor: 12,000 sf coordinate w/ utility P shall be by phone or other approved means. Indicate on Fire Alarm Basic Allowable Area total: 36,000 sf System Shop Drawings. Frontage Increase per 506.2: not necessary 3. Coordinate exact location of Fire Department Connection(FDC) l/] indicated on sheet C5 with Anacortes Fire Department. Allowable Height: 50 ft + 20 ft (sprinkled) = 70 ft Project Team 4. Parking Analysis: Allowable Stories: 3 stories + 1 story (sprinkled) = 4 Apartments: 25 For Further Detail: see Architect's Review Letter 03/18/09 Owner: Anacortes Senior Housing LLC Spaces/Apartment: 0.8 1300 "0" Avenue, Anacortes, WA 98221 Spaces required: 20 ; 3 Structural phone: 360-293-1 300 Spaces provided: 26(standard)+3(ADA)=29 spaces Soil Bearing Pressure: see Geotechnical Report attn: Lanney Wixon S. Unit per Acre Calculation: U 0C Gross Acres: 3.86 acres(as defined 17.06.045) Roof Live/ Snow Load: 25 psf Units per Acre: 28 °o Floor Live Loads Director: Chandlers Square Retirement Community Units Permitted: 108 units 13 Private Rooms & Cooridors: 40 psf 1300 "0" Avenue, Anacortes WA 98221 Total Units: 66 exg.— 1 demo.+25 new=90 units o a� Public Rooms & Corridors: 100 psf phone: 360-293-1300 6. Contractor to provide the following Deferred Submittals for Review and p Stair & Exits: 100 psf attn: Pete KOVOCh Approval prior to Installation of Associated Work: Exterior Decks & Balconies: see 1604.8.3 Geotechnical inspection Reports& Building Pad Certification Chandler's Square Letter Seismic Zone: D1 Architect: Mark Christ Architect Existing 58,473 sf Landscape Plan ' Wind Speed: 85 mph 810 Bennett Street, Sedro-Woolley, WA 98284 Roof Truss Shop Drawings and Calculations Assisted Living Exposure: B phone: 360-855-1546 Fire Alarm System Shop Drawings and Specifications "1300 "0" Avenue" attn: Mark Christ Emergency Call System Shop Drawings and Specifications WSEC Residential Compliance Sprinkler System Shop Drawings and Specifications Window Area: Unlimited (2002 prescriptive option III) Civil Engineer: Semrau Engineering & Surveying Elevator Shop Drawings and Specifications 7. Rated construction shall be installed per the following Gypsum Association, Glazing: U=0.40 2118 Riverside Dr, Mount Vernon WA 98273 Underwriter's Laboratory,or iCC Evaluation Services approved standards: Doors: U=0.20 phone: 360-424-9566 1 hour wall: GA file No.WP 3605 and UL Design No. U305 Vaulted Ceilings: R=30C attn: John Semrau 2 hour wall: UL Design No. U301 Flat Ceilings: R-38 1 hour floor/ceiling: GA file No.FC 5406(2x10 floor joists) Walls: R=21 Structural Engineer: Construction Calc ESR-1153,4.17.2 Assembly B:(engineered joists) Floors: R-30 18579 W. Lakeview Ln, Mount Vernon WA 98274 1 hour roof/ceiling: GA file No. RC 2601 (at rafters) phone: 360-422-5663 GA file No.RC 2602(at trusses) VIA Bathroom Fan: 50 cfm min. attn: Tim Garrison Whole House Fan and Make-up Air provided by Mechanical Contractor Mechanical Engineer: Garrison Engineering Mechanical contractor to provide 1997 Park Lane, Burlington WA 98233 Remodel Existing 396 sf WSEC Residential Compliance Form phone: 360-707-5656 Apartment to provide attn: Carl Garrison LJ Corridor Access to Independent Wing Copyright: Electrical Design: Gary L. Chrysler Company see sheet A4 18349 Cardinal Lane, Mount Vernon WA 98274 The specific purpose of these documents is to construct a new phone: 360-422-6024 6a' 66' 79'-6' 24'-0" 32'-s" 32'-11" Independent Living Facility to be located on "0" Avenue in Anacortes, attn: Gary Chrysler (field verify) (field verify) Washington for Anacortes Senior Housing LLC. All designs, plans, ideas, or arrangements indicated or represented by these documents were created, developed or evolved for use on and in connection with reocate exg = w Y this project and are the property of the architect. Reprinting, Drawing Index parking space remove exg curb c exg Sanitary Sewer coordinate o disclosure or use of these documents or their contents for other �� > protection under connection ; : than the intended purpose b an Individual or individuals is Al Architectural Site Plan, Vicint Ma Code Information new concrete pad 00 v and access w/ City of Anacortes expressly forbidden without the written permission of the architect. A2 Foundation Plan, Foundation Details w/ enclosure for Engineering Department v+ • �--I 2 dum sters 2 hour Fire Wall Work Points `V Copyright Mark E. Christ, Architect, 2009 A3 First Floor Plan, Second Floor Framing Plan ... ( ) P .. .!.. remove ex curb between Buildings East/ West X A4 Second Floor Plan, Room Finish Schedule, Shearwall Schedule rem ve ex cub �.... . g a� A Third & Fourth Floor Framing Plans, Third & Fourth Floor Plans t wide drive !.'.'.'.'.'.'.' for relocated 1.0 GENERAL A6 Roof Framing Plan, Truss Profiles nd curb c t • •••• • parking s ace . . .. A7 Roof Plan • •• • . . ' new space � � � � � � � � � � � o o CA 1.1 APPLICABLE CODE A8 Building Sections .. The design and construction of this structure shall conform with the A9 Stair Sections, Clocktower Section crosshatch indicates o remove exg retaining wall :� New 843 sf provisions of the International Building Code 2006 ed.. For details of A10 North & South Exterior Elevations FIRE ACCESS LANE I a'.'. a.• • . .• • • • g - 9 \ > new Connection new 17 .' New P g '.New � � reinforcement at gross see Civil Drawings construction not shown, the provisions of sec. 2308 of the I.B.C. A11 East & West Exterior Elevations, Typical Wall Sections N Curb 20 wide x 130 long N — — — I . .. ..patio Assembly Patio. . .•'•' .'.'.'. Curb 14-0 f wide at drive shall form the minimum acceptable standards of construction. For a Al2 Door Schedule Door Types, Window Types Cut. ( ) .. Room Cut. O YP YP �''>>>>>>� determination of conflicting codes or information contained herein, A13 Enlarged Type�B Apartment Plans, — — o _ — — , ., — — — • . — — N .. : : I S 89 59 52 W 299.69 ADA N consult the architect or building official. Finish Schedule, Appliance Schedule ^ " —AD _ A14 Enlarged Type A Apartments Plans, .. — — — — — — s Y 1.3 FIELD VERIFICATION Finish Schedule, Interior Elevations /�/��/ xs concrete :: ���������� cNu walk at door 18 �--�I Contractor shall verify all dimensions, locations and field conditions A15 Interior Elevations 1 side yard prior to construction. Report any deviations to the architect for A16 Wall Types, Shearwall Diagrams, Shearwall Schedules I ADA setback resolution. A17 Dining Room Addition :•.•: A18 Wall Types 2` Extent of 19 1.5 RESPONSIBILITY I O CRS Review I 16< . ..:.. .... .. .. . . .. . . Contractor is responsible for confirming and correlating dimensions S1 First Floor Shear Wall Plan, 3` New .. .... •IQW�I .:.'. �+PP.e�'.:."... .' 20 New :.:.: and quantities at the job site; fabrication and erection processes Shear Wall Schedule, General Structural Notes Asphalt entry'. .'. entry I Asphalt and techniques; safe construction methods; coordination of work S2 Second Floor Shear Wall Plan, 3 Parking 15 New 29,522 sf 25 Apartment . .: . Parking 3 with other trades and contractors; and satisfactory performance of Shear Wall Schedule, General Structural Notes ° 4' Independent Living Win 21I " ° N v� 20-.0 24-0 19-6 5/8" » P g g 8'-0 3/8" 20--0. 23-6 v work in conformance with contract documents. S3 Third and Fourth Floor Shear Wall Plan, > o = 1200 0 Avenue > I ® 3 14 (field verify) O (field verify) L The Architect shall not be held accountable for damages due to Shear Wall Schedule, General Structural Notes Q - �, - ( q ) ", v I CRS review not re d N changed of dimensions, member sizes, connection details, or 2 � 5 o, 22` rn :• o ® > substitution of materials initiated and/or authorized by others M1 Specifications and Schedules a v+ without written concurrence of the Architect. M2 Mechanical Schedules O N w 6 ^ ® 13 :...' 23 w a a M3 Riser Diagram O X 20'-0" ;r, M4 First Floor Water, Waste, and Vent Diagrams N N I a 12 s'xs' concrete slab °' Geoptechnical Services: M5 First Floor HVAC X for natural Yard o 0 7; gas meter 24 front During Construction the Owner shall employe Geotechnical sevices. M6 Second Floor Water, Waste, and Vent Diagrams o 20'-0" Ya d 00 and HVAC condensersrs . setback o The Contractor shall coordinate all work with the Geotechnical M7 Second Floor HVAC Z setback 11 Srevices. Materials Testing & Consulting Inc. (MTC) shall be engaged M8 Third Floor Water, Waste, and Vent Diagrams 8 25 Z Date: to test and evaluate the soils in the footing excavations excavations M9 Third Floor HVAC — — — — } — — — — — — — — — .• — IFC before placing concrete to determine that the soils meet the 10` front yard) Work Point 26` 01/15/10 required bearing capacities and that unexpected conditions are not E1 Electrical Site Plan, Symbols, Notes Chandler's Squ re setback o North/ South present. Monitoring and testing shall be preformed to verify that E2 First Floor Power and Lighting Plans Sign & Lands pin I N stipple indicates suitable materials are used for structural fills and that they are E3 First Floor Low Voltage Plan under separate! coverD`77 9 N N new concrete 9 Pnew water meters sidewalk, slabs & patios properly placed and compacted. Contractor shall be familiar with the E4 Second Floor Power and Lighting Plans NIC ;o see civil utility plan — Geotechnical Investigation contained within the Project Manual and if E5 Second Floor Low Voltage Plan — — �L— — — — — — — deviations from the noted subsurface conditions are encountered E6 Third Floor Power and Lighting Plans :: :: s 89'S9'S6" E 299.61' duringconstruction, the should be brought to the Architect's and E7 Third Floor Low Voltage Plan . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . . . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . .. . . .. . . . . . . . . . . .. . . .. . . . . . . . . . . .. . . .. . . . . . . . . .•.... . . . .. . . .. . . .. . . . . . . .. . . . . . . .. . . .. . . .. .. Y 9 9 . .... .. ... .... . . .. . . .. . . .. . . . . . . . . . . .. . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . . . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . .. . . .. . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . .. . . .. . . .. . . .... .... . ... .... ... .... Geotechnical Consultants attention. E8 Schedules .. . ... .. . .. . . . .. . ... .... .... .... .... .... .... .... .... .... .... .... .... . . .. . . .. . . .. . . .. .... .... . . .. . . .. . . .. . . .. .... .... .... .... . . .. . . .. . . .. . . .. . . . .. . . .. . . .. . . .. . . .. . ... .... . . .. . . . . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. .... . . .. . . . . . ..., ... ... ... Sheet: E9 Schedules new tree lawn new curb & gutter E10 Connection and Dining Addition Plans Sprinkler, Fire Alarm, and Emergency Call Systems:Alarm, and Emergency Call Systems: Cl Cover Sheet and Vicinity Map 77'-1 3/8" 170'-6 1/2" 52'-1 7/8" AlThe Fire Alarm System and Emergency Call System shall be designed, C2 Temporary Erosion and Sedimentation Control Plan 1 permitted, and installed by Commercial Alarm & Detection as P Y (field verify) (field verify) C3 Survey approved by the Owner. Commercial Alarm & Detection shall be 12th Street Notes: employed by the General Contractor. The NFPA 13R Sprinkler System C4 Site and Grading Plan C5 Utility Plan 1) See Civil Engineering Drawings and Electrical Site Plan Architectural Site Plan ) P' 9 P ( ) grading shall be designed, permitted, and installed by a qualified contractor C6 Sanitary Sewer Plan and Profile 2 Landscaping under separate cover NIC see Civil for radin and employed by the General contractor. C7 Project Notes A 3) Hatch indicates extent of review by Construction Review Service (CRS) C8 Project Details 1 =20'-0' 4) Provide precast wheelstops at all parking spaces. 5/8" A307, grade A, Anchor Bolt 32" o.c & within 12" of all ends w/ nut & 3"x3" washer 7" min. embedment 2x6 over 2x6 P.T. sill plate 2, CB44 secure w/16d ® 3"oc 1 j" chamfer R-21 batt insul to stockpile topsoil and backfill underside of floor slope away from building 2% min continuous LSL blocking dbl top plate (intermediate joist bearing) :. ao #3 bar stirrup 1 hr rated floor/glg assembly top & bottom a. � III=III-1 1—III-111—III— — _ III_II II IIIIII- �� _ III-1 III-1 —I 1=1 I w -1 1=1 2x4 s ® 16 oc R-19 batt insul between PT 2x4 studs ® 24"oc (4) #4 bars ' 6 ' PT 2x4 secure w/ I vertical . powder driven nails 5/8 Typr X GWB over 4 mil V.B. a l00 4" PVC storm drain (2) #4 bars (2) #4 bars each way 18" continuous 5/8 A307, grade A, Anchor Bolt @ 5/8 A307, grade A, Anchor Bolt li #5 bars horizontal © 16"oc 00 26" o.c & within 12" of all ends w/ @ 36" o.c & within 12" of all ends 00 — I nut & 3"x3" washer w/ nut & 3"x3" washer o °' 4 Deco 20 seal Waterproofing Membrane Spread Footing Strip Footing 7 min. embedment 7 min. embedment w/ J—DRain 200 Prefabricated Drainage F 2x6 over 2x6 P.T. sill plate (or approved see sheet S1) I 11 Composite. Install per manufacturer and a t Trellis 1 J •= secure w/16d ® 3"oc a, I provide manufacturer & installers warranty 1/2 1 0 4" cocnrete slab—on—grade 2x6 P.T. sill plate I ' #5 bars vertical ® 12"oc 1/2�=1�-0� metal flashing w 6x6 1.4x1.4 WWF over 4 cocnrete / slab—on—grade bend inward at footing R-10 polystyrene insulation w/ 6x6 1.4x1.4 WWF1' backfill adhere to stemwall stockpile topsoil and backfill slab sealer slab sealer filter fabric & drain rock remove wall- slope away from building 2% min IItl install 6x6 „ X—X�� T x—. X XT existing reinforced columns 4 PVC storm drain I� thickened slab N N 4 Dia. Perforated Foundation Drain / footing see H A2 II " II-111 II= 00 slope 2% to discharge see Civil 3C #4 bars horizontal @ 24 oc cv " 'M7 �� I 6 mil vapor barrier existing concrete � 6 mil vapor barrier slab—on—grade „ overlap joints 3 ft #4 bars vertical © 24 oc min and tape overlap joints 3 ft Q alternate bend at footing - - » 18" min and tape 1 00 00 8 min compacted P crosshatch indicates stemwall B A2 »a 5/8 minus gravel base min g" min compacted 12" [811 12" secure to existingstem wall w/ 8 5/8 minus gravel base existing 8" long #5 bar dowels ® 8"oc/ �+ ° filter fabric & drain rock 4" 4" 32 (2) #4 bars #5 bars 18"oc 11 concrete epoxy grout w/ 4" embedment 1 ° 4" Dia. Perforated Foundation Drain continuous wall F o 7� slope 2% to discharge see Civil (3) #5 bars continuous — — — — — — — — A16 — — — — — hatch indicates stemwall see sheet A3 > B/A2 4" cocnrete for work point n v Stemwal ( Thickened Slalo Retaining Wall Notes: Islab—on—grade ;7Z T o (see note below) hatch indicates -� BC D 1 ) See Civil for elevations and coordinate w/ grading stemwall B/A2 0 1/2'=1'-00 1/2'=1'-00 i/2'=1'-o' 2) See Mechanical and coordinate all Plumbing spread spread footing i 3) See Structural Notes sheets S1 , S2, and S3 footing — — — — � F/A2 4) See Project Manual for Geotechnical Report F/A2 1 stipple indicates o retaining wall D/A2 32"x32"x10" new 6x6 column 1 �j spread footing o 46Y4' 23'-11» 46Y4" w/ (4) #4 bars r 10 long #6 bar drift pin each way & 00 N > epoxy grout w/ 5" embedme A8 A8 field verify Simpson PB66 v (or) face nail adjacent wall f 30# felt under column 1 2 3 5 10 11 12 1 13 14 0 2-Ya' » 1 V-6Y2" 15'-0" 26'-0" 67'-0" 12'—OY2" 13'-0" 9'-11Y2" 16OY2" 109-0 4 6 7 8 9 8'-5Y2" (f v) O 1 76Y2"12Y2" ? 1 (f v p I I I I I existing reinforced J L 1 �, thickened slab footing > � v i — — — — — — — — — — — — — — — — — — door Existing Footing - - - o .: R.O. .. 1/2•=11-0• — — — o 21 Y4" III PB66 1 � r--I II II II II II 2�4 � 9'-91'a" 15'-33/4" 12'-8Y4" 12'-8Y4" 15'-6 2" 15'-1" 9'-4Y2" 12'-1" 15'-6Y2" 12'-8Y4» 12'-8Y4 15'-33/4" 1 I 9'-9Y4" • r--� simpson CB66 M 1 metal cap/ flashing c° I I 4" cocnrete slab—on aide, 5 1/2 k min. co g �� II II � _ t- II II over epoxy rout ci ❑ w x6 W1.4xW1.4 WWF ov 2„ damp san��asting base a, I ❑ N �, P y g N 1 1 M provi 6 mil. vapor barrier ov, I6 min. com{ ted gravel base 1 cv X_r 5/4 x 3.5 hardie trim smoo be Structural Notes for lacement of d Htrol joints I I I I 1 ^ l 5 4 x 11.25 hardie trim smc 4 concrete I I h I concrete VJ / r) III recess slab I I 1 1 recess I I N I I PB66 p "� plinth G/A2 a 0 1 1/4 for 1 1/4 for r� 1 G/A2 0 shower stall I I I I shower stall I I I I PB66 — PT 2x6 w/ Simpson `n I — — ICa �L TTN18114PF screws _ _ — — — PB66 PB66 A 1 23/4„ I N 23/4�� I A Thinbrick veneer & rout A$ IH strip ftg I I III o I III strip ftg I I A8 g I LO N I I elevator pit 1 C/A2 over thinset mortar C/A2strip ftg Robinson Brick C A2 see C A7 Old Brick Originals o I — — I F PB66 I o as selected by Owner N install per Mfr I I strip ft strip ft I I I 11 r I II II p g I p g sum I I� strip ftg strip ftg 0 1 C/A2 C/A2 I II P °p C/A2 C/A2 1 I II III 11 II I I II II � I II ° #3 bar stirrups @ 16"oc II a : I - - I I I I I I 25'-53/" 11'-1Y4" 1 15'-5" 1 1 I concrete (4) #5 bars vertical I I J sidewalkf alternate bend at footing B I I I I I I cv I I I P866 1 A Ag I III A9 II 119 III I I III I� strip ftg stri��A2 �I I j III Date: N I I stipple 1 1 N indicates 1FC a I I III I I I retaining wall PB66 - - - - - - - - O1/15/10 — — - - II II D/A2 N III—III—III—III—III—III III—III_ 11111 IF of hatch I b •� - 1 L indicates III III o stemwall 1 z B/A2 I II (3) #5 bars each way C° 1 0 Sheet: 10 , 33" 1 V-6Y2" 15'-0" 26'-0" 15'—O" 37'-0" 15'-0" 26'-0" 15'-0" 10'-0" A2 01 Plinth rB C Foundation Plan D rE A8 F G 1/2'=1'-0' 1/8'=1'-0' 1 2 3 4 2x6 brg wall T T T T T 2x4 brg wall 10 11 12 see B A4 for 13 14 see A/A16 see B/A16 floor framing at Connection 2x4 brg wall A 2x4 brg wall 2x6 brg wall 2x4 brg wall 2x6 brg wall �A see B/A16 see B/A16 see A/A16 see B/A16 see A/A16 t 2x4 brg wall Beam Schedule see B/A16 RSIA A o 1:01 © o B No. Qty Nominal Size Dressed Size Grade 0 0 i0 i0 A 6x8 5 1/2 x 7 1/4 DFL #2 @ @ B 3 1/2 x 9 1/2 same 2.0 E PSL coC 5 1/4 x 9 1/2 same 2.0 E PSL co v EQ v D 48 3 1/2 x 7 1/4 DFL #2 .0 E 3 1/4 x 11 7/8 same 2.0 E PSL 0 4x4 © o F 5 1/4 x 11 7/8 same 2.0 E PSL a0 G 5 1/4 x 9 1/2 same 2.0 E PSL 0 00 00 00 © o LfH 6 3A x 13.5 some 1 1.8 E DF/DF GLB 4x4 5 x5 Notes: o PSL col o _o _o _o _o © _0E 6x60 1) provide (2) layers 5/8" type X GWB wrap all beams 0 i0 i0 0 (0 13 2) no wrap required at door and window heads ® @ @j ® x ® 3) provide posts or gang studs as indicated with continuous blocking providing full bearing between floor: 4x6v 6x6 v 6x6 v 6x6 4) provide simpson CS16 strap each end where any 0 0 0 0 o beams are installed without a continuous top plate U A ® © o © o © © o © © © © o C o 0 0 6x6 0 0 0 '~ '~ '~ 4x6 4x6 '~ '~ 0 0 0 0 0 OE — — — — �E 3/4" PWD floor (� 6x6 structural 4x6 4x6 bracket 2) layers 5/8" ° type X GWB 11 j" TJI 110 OO 11 j" TJI 110 all sides � 7t joists @ 16"oc 00 joists @ 16"oc fire tape only • r--{ O F a, continuous wall00 8 2x6 LSL studs @ 16"oc hatch indicates 1 hr fire rated V� U 0C see Floor Plans for extent of rated wall 4x4 joist cavity for dryer exhaust see E/A16 for detail » / 4" © (2) layers 5/8 type X GWB V/ a� OA 4x4 PT 4x6 see C/A3 . .. .. .. .. .. .. .. .. .. .. .. 3/4" APA rated T&G subflr—finflr, glue and nail w/ 8d common nails w PB46 „ continuous 1 x4 @ 6 oc diaphragm boundaries, 6 oc panel edges & 12 oc field x each side lay—out as indicated per IBC case 1 & 3 (unblocked diaphragm) except as directed by joist mfr (typical at all wood floors) O 16„ 5/8" GWB A A Second Floor Framing Plan x F PSL Rated Cavity _ BA A stipple indicates A8 stipple indicates J C 1/8'=1'-0' 8" concrete wall 118 8" concrete wall 3/4'=1'-0' see D/A2 similar IL resident s0rage see D/A2 similar (non—insulated) 540 sf semi—heated i idental use (non—insulated) B All Exterior Walls (fire separation distance > 5') E w/ automatic fire—extin ishing system w OL=3 ® 200s occ .L waterproofing membrane A8 1 hour rated from inside only per IBC 704 A8 f (, prescriptive detail Table 720.1(2) Item 16-1.3 ®� 54"x5j" `j ' metal flashing 4"/2"/4" "Z" 1 2 3 4 5 6 7 8 9 10 11 12 PSL col 13 14 N (dk brnz or galv) 0 11 —6Y2 15 —0 13 —0 13 —0 15 —0 15 —0 1Of—O 12 —0 15 —0 13 —0 13 —0 15 —010 4-- lot-0 topsoil sidewalk or grass �, 3'-7Y2 » 8 —9 66Y2 43Y2 5 —9 8 5 —9 43Y2 8 —9 813 6 8 —9 6 —7 5 —9 4 9 5 —9 6 —6Y2 8 —5Y2 stipple indicates 60Y2 899 Y2» 15" 20Y4"10 8" concrete wall fire ated field dashed line , 3'-2" see D/A2 20 indicates O O O O 5 2» 5 bearing wall verify extent of N siol separar ion adhere rigid rigid insulation 20Y4» 5 "x5 " .N adhere rigid vinyl or 0 A A A A A A A A A A A A A o2 5 "x5 " 59 PSL col detail D/A3 00 � 0 0 0 O o PSL col ,; " B Iv sheet metal face ga d rain rock in filter fa nc low wall 0 ® 0 to 36"aff 1256 20"x42 " drain 4x4 nonrated . 11 o O one bedroom Type B one bedroom Type A two bedroom Type A 09 125 Storage shaft I extend drain mat corner apartment 25 corridor O 112 sf 041, / 23 interior apartment interior apartment 34 IL resident 189 t , N 10'-0" see C A13 sim 116 !� see A/A14 see B/A14 0 5J"x54" exerc O rl 141 2s 143 145 electrical - room PSL col assemble 658 sf • concrete 4x4 room b y PT 2x4 stud wall C° Soil Separation plinth 32 117 accessory occupancy w/ R-13 insul ❑ p (< 10% floor area) N �C West \./4x4 4x4 electrical OL=44 ® 15sf/occ 125A stipple indi ates Nat W a R w/o w panels (for exiting from room) 8 concretewall D entry223/4.. 2 4x4 4x4 10 6x6 IL resident see D/A2 3/4'=1'-0' I 5 x5j therapist office low wall 0 38 24 30 3 33 ADA ADA PSL col to 36"aff 20o sf (2) layers 0# toilet of 188 felt at con rete A01 O �04 22 28 0 0 31 w 5J"x5J" 53Y2' entry slab x6 0 119 Type g 11 PSL cal 12 0 6x6 ,87 D Wall T e Legend end O O O O recessed 3Y2" 57Y2" Corridor Walls 6x6 4x6 Walls Separating 6x6 4x6 4x6 6x6 4x6 FE Vertical 13 rescue A o N D flr at • corridor sX• Exit Enclosure q ® exterior wall "v� ty o 1 hour rated Dwelling Units 0 A8 I I stair ® I II Fire Partitions I 1 hour rated 367 sf II ao I elevator shaft I z• II I 1 hour rated ® stair A8 see Typical Wall Section C/A11 I 1 hour rated Fire Barrier `n t D 100 os Fire Partitions 111 0o see D A16 ® 1 hour fire—rated Fire Partition 9O � a O FE c 6x6 4x6 6x6 4x6 x6 Fire Barrier •6x6 4x6 6x6 115 4x6 0 4x6 20 FE see D/A16 0o O 18 16 15 14 ICC 708.4 exception 5 o elevator= 6x6 o from floor to underside of 1 hour l cv p 49 43 0 ilit laundr cv fire—rated fllor/ceiling or v N trash h ssenKru mech y y floor 113 AMEE 40 P i� incidental use 124 roof/ceiling assembly above 51 45 forced air 0 I 120 iv > elevator 19 ® w/ automatic 6x6 See Detail A/A16 IL resident T a ❑ 54 53 47 48 ❑ furnace 21 114 — xtinguish' TV—room H ' ® 1 hour fire—rated structural wall 112 8'-0" 7'-2" washer sys em stair O who w/o O ❑ assembly653 sf from floor to underside of 1 hour exterior wall gg mechanical shaft 122 accessory occupancy fire—rated floor ceiling assembly above of exit v < 10� floor area I :.:...:....:..:......:...:..::...:.:.:.: 1 hour rated ( fl ) ' • • �F enclosure 0o O ❑ w/� w See Detail B/A16 1 hr from crosshatch B O 36 Fire Barrier dryer 0 (for L exiting from/room) A inside except indicates one bedroom T e B 4 O O PT 2x4 stud wall P Type one bedroom Type B 40 3s mechanical o non—rated nonbearing as indicated - Ve tical A9 corner apartment 121 w/ —13 insul A9 - interior partition wall o P 50 44 interior apartment boiler room �� staff lockers o P Exit Enclosure / O O 4x4 incidental use 6x6 I ICC TBL 601 see C A13 52 46 see A/A13 sim by Owner (NIC) iv 2 hour rated AD / N See Detail C/A16 w automatic Fire Barrier 142 144 4x6 4future shower 0 4x4 fire—extinguishing PT O 1 hour fire—rated see E A16 0 = _ = system (rough—in only) 5s 4x6 � Fire Barrier & Shaft Enclosure Date: (4 stories) 4x6 4x4 37 4t housekeeping storage ICC 706.5 & 707.5 Continuous from IFC 0 0 0 0 0 0 OA O furn e closet floor to underside of floor above I two bedroom Type B 123 I� See Detail D/A16 01/15/10 w; � �: :; dashed line corner apartment ::::::•:::•:::::::::•:::•:::::::::•:::•:::::::::•:::•:::•:::•:::•:::•:::::::::•:::•:::::::::•:::•::::::: indicates A� �A see D/A13 39 extent of _18 revised 02/01/10 o stipple indicates p 0 2 hour fire—rated HVAC siol se arar ion � revised 02/26/10 146 condenser „pp I Fire Barrier & Shaft Enclosure O 4x4 8 concrete wall detail D/A3 ICC 706.5 & 707.5 Continuous from CO gas meter see D/A2 0 floor to underside of floor above O O O O O O O See Detail E/A16 2 hour fire—rated Fire Wall Sheet: 8Y211 15" 8Y2" Separating Buildings 8'—g" 66Y2" 43Y2" 5'-9" 7' 3" 5'-9" 43Y2» 8'-9" 5'-0" 8'-9" 7'-8" 5'-9" 4'-9" 5'-9" 43Y2» ICC 705.5 to noncombustible siding ' ICC 705.6.1 from floor of underside of 1 hour fire—rated roof assembly `{J 11 —6Y2 15 —0 13 —0 13 —0 15 —0 37 —0 15 —0 13 —0 13 —0 15 —0 10 —0 See Detail F/A16 Note: Entrance Security System First Floor Plan Note: Coordinate with Shear Wall Types by Owner under separate contract B C D E F Coordinate Size, Type, and Location See Structural Drawings Contractor to coordinate work. A8 A8 A 1/8'=1'-0' A8 A8 A8 of Fire Extinguishers with Local Fire Chief Room Finish Schedule remove remove sink, appliances, & cabentry Existing cap water & sewer remove electrical number name floor walls ceiling provide junction boxes as directed Building chr rail F material undrlaymnt base material finish crwn trim material remove wall install A16 Existing Corridor 602 DFL#2 beam 100 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels m to 1e'_71. 7,-e. 9,_7X. 1 hour GWB wrap install 6x6 install 6x6 1 hour 111 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels beam pocket into exg wall fv g g GWB 112 furnace sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels wrap = = A2 o A2 efri r m ve doors s o D -.1 concrete slab-on-grade 113 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels are as A2 — concrete stemwall directe is—834 10'-2Y4' 114 elevator concrete it GWB to by ow er P Pe in Glfl remove plumbing fv fv fixtures & cabentry 115 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels cap water & sewer �� remove wall In all in tall 6x6 remove electrical PT ledger secure t0 COnC 116 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels 1 6x12 DFL# beam bea hour G wrap into exg w ket provide junction boxes gall as directed w/ Simpson Titten HD 5/8"x6" 117 electrical room concrete vinyl cove GWB PT GWB/GWB/resil channels — — ® 16"oc stagger F Install 6x6 Q 1 our infill existing wall 1 hour rated © secure post to conc wall 118 unheated storage concrete PT GWB/GWB/resil channels w beam pocket 10 " into exg wall w/ 5/8" x 8" Titen HD COD 16"oc 11 119 ADA toilet sht vinyl APA PWD vinyl cove WR GWB PT GWB/GWB/resil channels 9-„• d Imes In ate 5 1/4 x 9 1/2 PSL beam dashe 120 elevator mech concrete vinyl cove GWB PT GWB/GWB/resil channels Corridor interior walls to a removed LSL rim joist at intermediate bearing ,�, patch to match mg provide continuous LSL existing ceiling at walls and ce g 121 mechanical/boiler concrete vinyl cove GWB PT GWB/GWB/resil channels i hour rated PT sill plate on blocking between joists existing wall concrete stemwall 11 7/8" TJI 110 122 facility laundry concrete vinyl cove GWB PT GWB/GWB/resil channels 1 hour rated Storage » 3 » t Existing Building 17osf below floor joists ® 16"oc -5Y2 7 -8/4 9 —4Y4 g g � 123 housekeeping concrete vinyl cove GWB PT GWB/GWB/resil channels incidental use D D 6x6 V 124 resident rec-room carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels A2 © A2 L . � 125 resident storage concrete vinyl cove GWB PT GWB/GWB/resil channels LSL rim joist 6x6 6x6 w/ 200 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels 1 hour U PT sill plate on Corridor wrap 211 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels / concrete stemwall below 221 � / / Remodel Qf 3 4 APA rated T&G subflr-finflr existing walls 212 furnace sht vin APA PWD GWB PT GWB GWB resil channelsglue and nail w/ 8d common nails 1 hour rated ® 6"oc diaphragm boundaries 213 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels secure post to conc rfj Apartment 6"oc panel edges & 12'oc field wall w/ 5/8" x 8" existing ceiling 0O 214 elevator GWB tape la out as indicated Independent 1 hour $�.{ lay-out Titen HD ® 16 oc 1 hour rated 215 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels a t, Connection per IBC case 1 & 3 Living Lobby ( y) 5s inf'Igll 7t field verify) Storage 216 lobby carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels 170sf C •_ /_ • Second Floor existing wall �? 217 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels 1/8 —1 0 1 hour rated incidental use 48" > � work point -� 218 ADA toilet sht vinyl APA PWD vinyl cove WR GWB PT GWB/GWB/resil channels Framing ( o. n exg window j mb 48" 23'-11 220 work poi t ct o 219 connection carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels (fv) exg wind w jamb $'�,.{ = 3 220 storage remodel carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels a t Connection 57 221 corridor remodel carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels L 1/8�-1�-0• in 222 dining see A/17 carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels Note: IBC 705.5.2 Exception 3 43 '� For combustible roof overhangs within 4 feet of the fire wall with concealed spaces, the fire crJ FE Separate Buildings 1 i j � 0 300 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels wall shall extend through the concealed space to the outer edges of the overhang. ° 2 hour rated Fire Wall ° 311 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels SOLID WALL INDICATES per IBC 705.5.1 where the fire wall intersects the exterior walls the to the underside of exterior walls on both sides of the fire wall shall have a 1 hour fire resistance rating extending a © 1 hour roof assembly 312 furnace sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels minimum of 4 feet on each side of the intersection of the firewall. install wall per UL Design No. U301 " � O continue through exterior wall and O 0) 313 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels Note: Install wall per UL Design No. U305 " I B roof framing to exterior sheathing B 4x4 " I „ 00 p N a0 FRAMING— 2x4 studs minimum 016 oc maximum. CV provide at concealed roof overhang � cedar 314 elevator GWB tape GWB/GWB/resil channels INSIDE FACE— 5/8" type C USG Gypsum panels nailed to all framing 0 7"oc w/ 6d cement ° © © ddd post 315 Stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels coated nails 1-7/8" long, 0.0915" shank diameter, and 15/64" diameter heads. tg Connection tg P OUTSIDE FACE— 5/8" type SHX USG Gypsum sheathing panels nailed to all framing 0 7"oc w/ F 843 sf Assembly 6d cement coated nails 1-7 8 Ion 0.0915" shank diameter, 15 16" diameter heads. 04 Accessory Occupancy _ ,F 316 balcony paint It wt conc paint GWB PT GWB/GWB/resil channels / " e. / • 0s c� o0 � 05 ® (< 10% of floor area) ® � r� � 'iz 400 viewing carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels OL=121 0 7sf/occ N > g All Exterior Walls (fire separation distance > 5') (for exiting from room) I o qg 1 hour rated from inside only per IBC 704 E ° 219 © ° (o © prescriptive detail Table 720.1(2) Item 16-1.3 tg 0 tg A8 1 T T T T T T T T 10 1 © © 1 36" 11'-6Y2" 15'-0" 13'-O" 13'-0" 15'-0" 15'-O" 10'-O" 12'-0" 15'-O" o0 Corridor Walls 00 8Y 15" 1 hour rated lo " O 2 © Fire Partitions B 8'-9" 66Y2" 43Y2" 5'-999 8 " 5'-9" 43Y2' 8'-9" 817/6' 8'-9" 6'-7' 5'-9" 4' 9" 5'-9" 0/2" 5'-0" 8'-9" 43Y2" 5'-9'f' 32" built-in storage ° 11 11 A A A A A A 6Y2» projector Y2, (fv) - >scr6' L 00 AO 0 60 ADA 33" 0000 Co W 00 14- 0 0qm: toiletlo B 21 B 00 O 56 6x6 4x6 © ^ 1 0' 4x4 4x6 seat V/ of `n 0 one bedroom Type B s7 73 one bedroom Type B two bedroom Type B one bedroom Type B ss © I o1 � • �", rn IN „ corner apartment 65 71 interior apartment interior apartment 79 interior apartment 84 corridor 4x6 9'-9Y4» 00 N 10 -0 see C A13 Sim see A/A13 see B/A13 see A/A13 Sim 217 • r"I 241 243 245 81 247 two Independent 4x4 77 sided Living Lobby concrete plinth fireplace constucted as 0 4x4 II 1 hour rated I extent of W/o W/0 W/D F/A14 corridor entry rated wall 13 69 O O 75 cO N per IBC ss 74 4x4 8 87 350 sf 223/4�� 216 VJ 38" l M o b �N o 1020.1.4 66 72 sp 78 85 exterior wall 8 mail 1 hr Ifrom inside r� r entry half wall Wall Type Legend N below O 64 70 O O 76 O 83 4x6 E' 00 O O 00 00 ❑ W/0 O 00 \L// O 4x6 36" aff� boxes 04 exce t as indicated D ® exterior wall see Typical Wall Section C A11 rescue 4x6 6x6 4x6 6x6 4x6 4x6 6x6 4x6 6x6 Vertical recessed yP / _ O Walls Separating stct A o 0 .N tg D < Corridor Walls Dwelling Units corridor b Exit Enclosure fir mat �tg �, A I I co , ,IN b 1 hour rated g 367 sf 00 elevator shaft I 1 hour rated I N® 1 hour fire-rated Fire Partition qg �n I stair ®m II 1 hour rated I II " II ® stair qg iO o N Fire Partitions 1 1 hour rated i• in ICC 708.4 exception 5 u7 `n tg0 a 200 55 Fire Partitions 211 Fire Barrier 215 OD tg 1 from floor to underside of 1 hour 0 O FE 4x6 6x6 4x6 6x6 4x6 x6 Fire Barrier 6x6 4x6 6x6 see D/A16 FE Z v fire-rated fllor/ceiling or ��� 4x6 62 FE see D/A16 roof/ceiling assembly above �`J 00 00 O 00 00 See Detail A A16 exterior wall O 114 � 1§�) O O 95 16 U 89 O o / floor hyssenKrupp O O of exit trash O O forced air AMEE 40 O 91 ® 1 hour fire-rated structural wall � enclosure 11s 110 213 ::1 [Ts7 s1 I I 1 c from furnace elevator c from floor to underside of 1 hour oM C N inside except Z ❑ 118 112 ❑ 212 O 214 ❑ 99 93 ❑ fire-rated floor/ceiling assembly above 0 1ts t13 63 too s4 See Detail B/A16 as indicatedw/o w/o w/o w/0 mechanical shaft 00 ❑ w/o O 1==bout`=I`>°1tet F o non-rated nonbearing crosshatch 0 101 Fire Barrier interior partition wall soli wall indicates B one bedroom Type B one bedroom Type B 1 7 see D/A16 A ICC TBL 601 I 105 103 indi ates Vertical � A9 corner apartment interior apartment O A9 See Detail C/A16 o Exit Enclosure 17- 115 1os one bedroom Type B 96 90 one bedroom Type B Vertical Exit b see C/A13 O O see A/A13 sim 4x4apartment� O � Encl sure I 2 hour rated 117 111 interior 98 g2 corner apartment 1 hour fire-rated N - AO 242 O O 244 ❑ O P 0 1 h ur rated N Fire Barrier o, see A/A13 sim see C/A13 sim Date: Fire Barrier & Shaft Enclosure see E/A16 I 4x4 4x6 Fire Barrier ICC 706.5 & 707.5 Continuous from (4 stories) 00 in AO _ _ _ 248 250 O see D/A16 IFC floor to underside of floor above 102 01/15/10 See Detail D/A16 G 17— 4x6 4x4 106 AO OA Oq OA two bedroom Type B O qO Oq AO Oq G revised 02/01/10 00 00 2 hour fire-rated corner apartment 104 Fire Barrier & Shaft Enclosure H see D/A13 H ICC 706.5 & 707.5 Continuous from - 0 0 �e 246 0 floor to underside of floor above o 0 See Detail E/A16 De 4x4 N Sheet: ® 2 hour fire-rated Fire Wall J OA AO OA AO OA J Separating Buildings 8Y200 15" ICC 705.5 to noncombustible siding 0 0 Note: ICC 705.6.1 from floor to underside 8'-9" 66Y2" 43Y2' 5'-9" 7' 3" 5'-9" 43Y2' 8'-9" 5'-0" 8'-9" 7'-8" 5'-9" 4'-9" 5'-9" 43Y2" 5'-0" 8'-9" 43Y2' 5'-9" 7' 3" 5'-9" 43Y2' 66Y2' 8'-9" 8Y/" Coordinate Size, Type, A4 of 1 hour fire-rated roof assembly ol 8Y" 15" and Location of See Detail F/A16 11'-6Y2" 15'-O" 13'-O" 13'-0" 15'-0" / 37'-0" 15'-O" 13'-O" 13'-0" 15'-0" --lot 10'-O" Fire Extinguishers with Local Fire Chief Note: Note: Coordinate with Shear Wall Types Second F Plan 11 12 13 14 Entrance Security System See Structural Drawings B C D E F by Owner under separate contr A8 A8 I""I 1/80_11_00 A8 1Av A8 Contractor to coordinate work. B E F A8 A8 A8 1 T P 4 5 6 7 V.1 9 10 11 T ?111-02pp 15'-0" 13'-0" 13'-0" 15'-0" 15'-0" 10'-0" 12'-0" 15'-0" 13'-0" 13'-0" 15'-0" 10'-0" 36" lo 8'-9" 66Y2" 43Y2" 5'—9" 8 5'-9" 43Y2" 8'-9" 817/6' 8'-9" 53%6" 5'-9" 5 —9 8 7Y2 8P-9tt 43Y2 5 —9 It 7 —3 50-9tv 43Y2 66Y2 8 —9 Pf Y2" gy» 8 2 15" A I Exterior Wall (fire s pa ation distance > 5') 25 15 2 AO �A �A AO 1 hour rated from nsi a only per IBC' 704 DA AO AO �A 00 prescriptive d tail Tabl 20.1(2) Item 1 —1.3 O O 0 fireplace flue guard rail 4x4 1 hour rated Li Fire Barrier 0 Elastomeric A one bedroom Type B one bedroom Type B two bedroom T e B one bedroom Type B one bedroom Type B A 0 Liquid Flooring O 127 133 yP Type 146 152 yP 1 q g corner apartment interior apartment interior apartment interior apartment corner apartment N p 125 131 p p 139 144 150 p extent of N 6'-6" 10'-0" see C/A13 sim see A/A13 see B/A13 see A/A13 sim see C/A13 sim rated wall 341 343 345 er IBC 4x4 t37 41 347 349 1020..14 60" diameter Clock Face O �C National time & signal HMR 360 Illuminated 4x4 entry Through—Wall Mounted Round Clock W/o W/0 w/0 W/0 below style AR markers w/ M01 hands extent of ❑ 1 9 128 134 135 ❑ ❑ ❑ 148 O 3 1 4 ❑ � Balc n 4x4 ,47 153 ifl � install per mfr (typ of 3) 1 Balcony sf rated wall 25Y4 1 U 0 per IBC 126 132 140 138 145 151 Note: 31 1020.1.4 1 2 33" ext rior all 1 2 ,n 1 h� fro inside �"� provide stairway N O 124 130 o 0 136 O 143 149 O floor number signs 12 —0 0 07 00 O o lQ O FT 00 ❑ :w �]n O 1CQ I 0 0 O O oo QA exc pt a indicated U 11'-0" I per IBC 1020.1.6 I » LO � rescue 4x6 6x6 4x6 —rl 6x6 4x6 4x6 elevator shaft 6x6 4x6 6x6 4x6 22 x36 - _ -O Q Z2 hour Corridor Walls _ Walls Separating _ 121 Q 6" 353�4" 60Y" attic ventilation A o " C D t corridor _ 1 hour rated D C 353/4 6 2 hour rated °' a rated 1 hour rated 0 Dwelling Units o tg A 2 5 diameter louvered A8 1 N I stair ® Fire Partitions I 1 11 1 hour rated 11 367 sf 00 11 Fire Barrier I I I I ® stair � N A8 ^ access door o ceiling vent w/ bug screen `n C D v t2o Fire Partitions 1 terminate at r_ o D C A-4 E C0.1E w/ ladder E N tg 300 O FE 4x6 6x6 4x6 6x6 311 4x6 00 x6 rated ceiling 6x6 4x6 6x6 4x6 FE 315 Z 0 tg N Z 4x6 122 FE see E/A8 L Oo 0 I E,nmetal rO vieg oo 00 00 00 " b struct 0 0unheated flashing 70 set exterior wall O o attic below _ of exit floor beam trash hyssenKrupp N 122 sf 0I 0j °' 400 io enclosure 36" O O forced air AMEE 40 O O 182 176 313 163 157 n � iv in o 1 1 hr from o EE furnace a elevator c o � iv oc � O L 2 hour Z 0 inside except = 185 184 178 1 9 312 123 314 < 166 1 55 159 1 _ O o rated as indicated ❑ w/o w/0 ❑ ❑ w/0 Fw/0 stair o `o F� M ceiling oo ❑ :w,:] gg F C� 167 O 7� O 60Y2" Vertical ty y 0 A soli wall indicates Exit Enclosure 37Y2 5'-9 37Y2 co B one bedroom Type B one bedroom Type B 1 one bedroom Type B one bedroom Type 6 Vertical co A9 169 Vert cal Exit Enclosure 353�4» 353/4" 2 hour rated " corner apartment interior apartment 171 O interior apartment corner apartment A9 " Fire Barrier 0 Exit Enclosure 181 175 162 156 1 h ur rated 0 12'-0" 1 see C/A13 O O see A/A13 sim 4x4 see A/A13 sim O see C/A13 sim Fire Barrier I 2 hour rated 183 177 (4 stories) Fire Barrier =N Q, O O 164 ,58 `V � 1 0 342 344 4x4 4x6 348 350 0 see D/A16 N Maintenance Fourth Floor (4 stories) 168 Attic Framing A LO 4x6 0 4x4 172 00 00 two bedroom Type B 00 corner apartment 170 oA oA ©OA see D/A13 �A AO AO DA 0 346 0 ©O 4x4 04 N 0 0 0 0 0 1.0 8Y2„ 15" 8Y2„ © © 2 Y2 31 Y22' 8Y2" 8'-9" 66Y2" 43Y2" 5'-9" 7' 3" 5'-9" 43Y2" 8'-9" 5'-0" 8'-9" 66Y2" 5'-9" 5'-9" 43Y2» 5'-0" 8'-9" 43Y2' 5'-9" 7'-3" 5'-9" 43Y2" 66Y2' 8'-9" _74 11'-6Y2" 15'-0" 13'-0" 13'-0" 15'-0" 15'-0" 25 2 10'-0" 12'-0" 15'-0" 15 26'-0" 15'-0" 10'-0" 36" Clocktower Floor Plan B C Third Floor Plan D E F C1/8'=1'-0' A8 A8 A 1/80=11_00 A8 A8 A8 2x6 brg wall 2x4 brg wall see A/A16 � � � � � see B/A16 10 11 12 13 14 Beam Schedule I I I I ' 2x4 brg wall A 2x4 brg wall 2x6 brg wall 2x4 brg wall 2x6 brg wall A ® �A see B/A16 see B/A16 see A/A16 A see B/A16 see A/A16 No. Qty Nominal Size Dressed Size Grade G c� A A A A A B A A 6x8 5 1/2 x 7 1/4 DFL #2 -2 - 4-- B 3 1/2 x 9 1/2 same 2.0 E PSL � ® C 5 1/4 x 9 1/2 same 2.0 E PSL � A D 4x8 3 1/2 x 7 1/4 DFL #2 : ,,T © OA o E 3 1/4 x 11 7/8 same 2.0 E PSL 0' hatch indicates 1 hr fire rated �--I F 5 1 4 x 11 7 8 same 2.0 E PSL 5._0' „,_g . QE joist cavity for fireplace flue G 5 1/4 x 9 1/2 same 2.0 E PSL (2) layers 5/8" type X GWB H 6 3 4 x 13.5 same 1.8 E DF DF GLB see C/A3 © 0 Notes: OO OO OO © 00 U 1) provide (2) layers 5/8" type X GWB wrap all beams c G •0..0 2) no wrap required at door and window heads o t° 1 3) provide posts or gang studs as indicated with 0 0 0 0 0 2 ® v continuous blocking providing full bearing between floors B �� 4) provide simpson CS16 strap each end where any beams are installed without a continuous top plate 1 n 1 2 v v v v v 12'-0" Y 12'-0" Y .o .0 .0 .0 ;o A © © © L © L © © _ © © © © L_ c © © OA shear framing 00 00 00 00 00 for wall above E� E 0 0 0 0 0 11 J" TJI 110 E floor joists ® 24 oc 11 j" TJI 110 4x6 4x6 0 0 floor joists ® 16"oc N 22"x36" N EO OE © EE C 2 hr fire rated access door OO OO o0 oO Date: — w/ ladder F IFC �F 01/15/10 revised 02/O1/10 continuous wall O� Maintenance Fourth Floor 2x6 LSL studs ® 16"oc see Floor Plans for extent of rated wall Attic Framing see E/A16 for detail o OB O 3/4" APA rated T&G subflr—finflr, glue and nail w/ 8d common nails Sheet: ® 6"oc diaphragm boundaries, 6"oc panel edges & 12'oc field A A A lay—out as indicated per IBC case 1 & 3 (unblocked diaphragm) except as directed by joist mfr 2x4 brg wall A e (typical at all wood floors) A E A A see B/A16 �H ,L� J O 111 ��� Ctocktower Framing Third Floor Framing Plan x © D 24" 55'-0" 24„ span 24" 32'-2%t 4Y2» 8'-3Y4" 4Y2» 11'-47/s" 4Y2» Al [Al 24" 24" 24" 24" coordinate 37'-0" 26'-0" w/ elevator span span girder girder girder 12 5.4 F 12 truss truss truss 12 5.4 I 6 F__ 12 M 6F_ 22"x36" in attic access door w/ 1 hour rated lid - self—closing & latching hardware at elevator shaft profile A at OSB Draftstop profile A ( at Elevator) ,'_14" profile B profile C 00 00 00 00 F As U 24" 24" 24" „ 24" 24 31'-0" 24 24» 24" Beam Schedule 24" » 24" 10 —0 10 —0 span 10 24 -0—0 'Co span span 10 -11Y2" 9'-1" 10'-11Y-- span No. Qty Nominal Size Dressed Size Grade A16 M lov A 6x8 5 1/2 x 7 1/4 DFL #2 Q� B 3 1/2 x 9 1/2 same 2.0 E PSL (aim C 5 1/4 x 9 1/2 same 2.0 E PSL Separate Buildings 12 D 4x8 3 1/2 x 7 1/4 DFL #2 2 hour rated Fire Wall 00 00 12 12 5.4 1 12 E 3 1 4 x 11 7 8 same 2.0 E PSL to the underside of ' ��1 6 61 / / 1 hour roof assembly 5 I F 1 1 5 1/4 x 11 7/8 same 2.0 E PSL O p G 5 1/4 x 9 1/2 same 2.0 E PSL "' h `a H 6 3 4 x 13.5 same 1.8 E DF DF GLB kn kn cV 0 0 0 2x12 DFL#2 I—�--i °' °�° Notes: rafters ® 24"oc o 0 profile D o profile E o profile F o profile G o M 1) provide (2) layers 5/8" type X GWB wrap all beams '� 00 (at stairs 2) no wrap required at door and window heads N > � 3) provide posts or gang studs as indicated with 0 I v continuous blocking providing full bearing between floors LD 4) provide simpson CS16 strap each end where any beams are installed without a continuous top plate 0 Tr uss Profiles C profile H not S�'IOWf 1 ) 7/16" OSB Draftstop 7/16" OSB Draftstop B secure to side of Truss secure to side of Truss 1/841=11-0• secure truss to top plate below secure Truss to top plate below w/ simpson H-50 clip ® 16"oc w/ simpson H-50 clip @ 16"oc provide 22"x36" in attic access door provide 22"x36" in attic access door B w/ self—closing & latching hardware E w/ self—closing & latching hardware F g n A8 n n n n n n A8 n 10 11 A8 12 13 13 14 24" 26'-0" 2'—O" 24" 10'-0" 24" 24" 26'-0" 24" span roof truss span span roof truss gable end profile C profile C „ roof truss „ truss ® 24 oc profile D ® 24 oc gable ® 24"oc 2x4 lookouts flat ® 24"oc end N let into truss top chord truss see D/A11 (typical) 2x4 lookouts flat ® 24"oc girder truss girder truss 4" let into truss top chord B� see D/A11 (typical) gi de truss go 6x6 post w/ ECC66 TV 12" I & HU610TF „24 10'-0" 6x6 post 6x6 post 6Y2„ w/ ECC66 w/ ECC66 N in wall in wall 04 2x12 DFL#2 r of ru s ofi a CAD 24'oc rafters ® 24"oc 6x6 post post w ECC66 N roof truss w/ ECC66 G &/HU610TF M profile G �--) ® 24"oc in wall o v �� T I v 24" 11'-0" 24" ❑ ❑ roof truss N profile G A �I v A �I v v n ) a �++ C� 24"oc cr ss at h i di at gi er � U' ❑ ❑ in eri r t us b ari g all tr ss 4x 4 6 © roof truss ----1j 10'-8Y4" profile F ® 24"oc _N )Z-H of jack trusses N elevator rj ® 24 oc ao hip truss shaft o0 profile H Oe F F F F 11'-6Y2" N 1 x6 T&G pine soffit (see detail) I 4 4 6 f Dr gri er tru s x fo Date: 15/32 APA rated sheathing ri er ru s w/ 8d common nails girder truss IFC 6"oc diaphragm boundaries 01/15/10 6"oc panel edges & 12'oc field girder truss girder truss N lay—out as indicated per 22"x36" min IBC case 1 (block all edges) 1 hour rated typical all roof sheathing attic access roof truss door w/ ladder roof truss roof truss profile C profile B profile C Notes: 26'-0" @ 24"oc @ 24 oc 26'-0" ® 24"oc (1) Truss Mfr. to provide truss drawings and calculations Sheet: stamped and signed by a Washington State Licensed span span Engineer. 24" 24" 24" 24" 24" 24" (2) Secure all trusses to beams & double top plates w/ B C 37'-0" F Simpson H-1 Clips A6 s an (3) Provide shear blocking or bracing at all walls and A8 A8 roof truss p A8 beams continuous between all trusses and lookouts. profile E Boundary nail to roof diaphragm. Coordinate w/ architect 0 24"oc (4) Provide Blocking as directed by Truss Manufacturer Roof Framing Plan As I EV (5) All trusses to have 2x6 top chords 10'—02" 5/8" type X GWB 5/8" type X GWB continuous 5/8" type X GWB 5/8" type X GWB 5/8" type X GWB continuous 9'-8" see D/A16 fire tape only see D/A16 see D/A16 fire tape only 2x6 studs ® 16"oc max. 2x6 studs ® 16"oc max. 3'-6" (1) layer 5/8" type X GWB coordinate blocking w/ coordinate blocking w/ finished continuous from top of floor diaphragm elevator mfr elevator mfr to underside of floor diaphragm above all sides 9'-81, 7'-1 3/4" see D/A16 clear clear (1) layer 5/8" PT 2x6 sill secure w/ PT 2x6 sill secure w type X GWB 2x6 studs © 16" oc continuous from to of floor diaphragm 5/8" A307, grade A, Anchor Bolt © 5/8" A307, grade A, Anchor Bolt ® � � continuous P 24" o.c & within 12" of all ends w/ 24" o.c & within 12" of all ends w all sides to underside of floor diaphragm above nut & YxY washer 8 nut & YxY washer 8 fire tape only G provide sole palte and double top plate ..: .... .... ......:.: .....:. ee 7" min. embedment ;. . ..,. ::. . . 7" min. embedment . p Ila #5 bars @ 16"oc max �I � : #5 bars @ 16"oc max I ' each way (bend at footing) RR each way (bend at footing) „ o foundation drain o foundation drain (1) layer 5/8 type X GWB Note: Coordinate w/ Elevator Mfr l I (2) mats #5 bars @ 16"oc max w/ drain rock (2) mats #5 bars @ 16"oc max w/ drain rock continuous all sides in fabric 4 in fabric fire tape only each way ' . If a5 each way �I` .. to storm drain to storm drain 2x4 studs as indicated (1) layer 5/8" type X GWB 18,, all sides 18" all sides continuous from top of floor diaphragm N Ali. II• ' to underside of floor diaphragm above all sides, see D/A16 U — .4 =44 j co 00 Elevator / Mechanical Shaf t � concrete L � M concrete L U sump I sump &1/2 It /-0• L — — J L F ^ 6" 8" 9'-9 1/4" 8" 6" 6" 8" 7,-3" 8" 6" U 12'-1 1/4" 9 —7 sidewall flashing ridge Elevator Pit Sections sidewall flashing 00 C 1/2'=1'-0• 2/12 2/12 o110 M metal gutter metal gutter ct " by roof mfr I by roof mfr Ivll ale ° metal roof panels I ° Klip Rib by AEP Span or approved I ,� ridge vent by roof mfr N I SAFETY BEAN REG%PER OSHA 1926.30E TOP GUIDE RAIL BRACKET TO I � PROVIDED L INSTALLED BY BE p�TY i rn pS�yy,ABOVE DIRECTED BY THYSSENCRUPP FIELD OFFICE FHQSFED FLOOR IN OVERHEAD. NOTE-VENT HOISTVADESIGN Y AS REOUI C� nGENERAL TO TR PROVIDED BY I M GENERAL CONTRACTOR, AtiME A1J.1 Hlll F%.1 N' I ° B E Valley ale ° 1 1 w drip flash drip flash metal gutter metal gutter _� rake rake by roof mfr 2 12 2/12 by roof mfr W f III drip flash coo a ��J metal utter metal gutter rake metal gutter metal gutter 9 drip edge drip edge o a moo — — — — — — w flashing w/ flashing — w/ flashing w/ flashing7 / 9 0 a 7 ' ' I ' ll ' ' 'L L 2 0 ridge r7l= shingle over FINISHED FLU �..3 drip flash I ridge vent — 6/12 shingle over rake 6/12 ridge vent I 6/12 6/12 6/12 6/12 I metal gutter w flashingfireplace fireplace FLOOR-FLOOR TRAVEL / metal gutter � � �� I flues VTR valley flues VTR I HA> 6 —6 valley valley chimney w/ valley y chimney w/ valley valley w/ flashing UNSUPPORTED saddle y saddle RAM BRACKET SPACING '°1 drip flash rake ridge shingle venter NET TRAVEL TOP O.T. metal gutter w/ flashing F \``r// • �, BOTTOM O.T. + TOTAL TRAVE FNOMLU LEVELS Elastomerat Balcony nFlooelinw �_ fireplaceFLOO D-V eETVEEN flue VTR UN,AN ADDMONAL GUIDE Q 9 • �, RAIL BRACKET MUST�� at Balcony below slope Reinforced Shingles fire rated shaft PROVIDED MID class A, hi h definition, laminated drip � � � � 9 to underside of edge metal gutter w/ flashing I \ I \ w/ 30 year min. warranty NOTE: roof sheathing It (typical roof yP ) Coordinate the location of all roof vents W drip flash rake I with the Architect to avoid locations on I D V south facing roof suited for the �Q I I future installation of solar panels. A I � shingle over ridge vent I A Lri FINISHED FLOM ___ -AT, RAIL BRACKET AV EACH A 1 O I A 1 O i .- � FINISHED FLOOR LEVEL OIL LINE04 I I (0 L ct a� drip edge 16/12 6/121 drip flash Nn valley valley I I rake SECTION VIEW drip it NOT TO SCALE finial - I I I edge metal gutter A "RAD_BRACKET NGHITING SIHRFACE W/ flashing 9'-8' CLEAR HOISTWAY 4'-10' 4'-10' 4 3/4' 8'-10 1/2, BACK TO ACK OF GUIDE RAILS 4 3/4' �� valley valley valley valley I metal gutter 8'-3' BETWEEN GUIDE RAILS 6 ledge w/ metal flashing I /1\ 1 1/2' 1 1/2' 10, e'-0' PLATFORM T at recessed exterior wall shingle over w flashing MIN. CLEAR INSIDE I 6/12 6/12 fireplace ridge vent fireplace 6 12 6 12 > SIMP PIT �r flues VTR flues VTR / / tipti= drip flash chimney w/ chimney w/ rake — — shingle over — saddle3> 6/12 6/12 saddle — shingle over I ridge vent ridge vent L _j J �G 4 �a BUFFER HIkTER �� a 1'-6' I'-6' � ' metal gutter — — — — — — metal metal — — — — — — metal gutter Date: — o mx J M 3 w/ flashing gutter gutter w/ flashing IFC } } 01/15/10 <TYPJ drip flash J I I drip flash J downspout STA rake to storm — — — — rake FARdrain 7 L FACE of RAIL drip flash rake 1'-1' 3'-6' CLEAR ONO. JACK 4 Sheet: 5 1/2' _ 4'-9' ROUGH OPNG. 3'-11 1/2' 5" � 8'-4' BETWEEN CENTER(LINE OF JACKS i 5' 1 2 3 4 5 6 7 8 9 10 612 13 14 B C D E F H❑ISTWAY PLAN A10 A10 A10 1V 1V A7 Elevator Plan & Section Roof Plan B1/4'=1'-01f Building Section Notes: I q I 13 I10 continuous shingle over ridge vent `T' 1 T T 33 T T 33 T 1 T `T' 33 33 1 �2 Continuous 2" soffit vent w/ bug screen 9 11 11 03 laminated shingle roofing endwall oti is At c ttl c att c attic 30# roofing felt framing L04 2 dw Ili g Lnits 2 dwelling units 2, 30 sf 2 dwelling units 2 dwelling units PWD sheathing < 3, 00 sf re < 3,0 0 f re 2 w lingIunits < 3,000 f area < 3,000 f rea roof trusses @ 24"oc 11 viewing 9 < 5,000 f area 9 11 21 ® 1 hour fire-rated ceiling assembly 4 4 mil VB i 9 31 15 4 15 30 15 31 15 f� 31 15 15 15 �� 31 30 15 ---� 4 1 31 1 air i 0 2 layers 5/8" type X GWB b 15 s it ❑ 3 ❑ 3 ❑ 3 3 ❑ 3 3 ❑ 0 °' windo I 3 3 w n w 7 °' 05 1 hour fire-rated floor ceiling assembly N seat ❑ �' ❑ g ❑ ❑ ° 5 ❑ 9 ❑ at / 9 Y 3/4" PWD subflr-finflr 11 7/8" TJI pro 110 floor joists © 16"oc _ 14 s i g 14 14 30 14 14 3 14 14 3 14 3 14 30 14 3 15 14 15 1 air 3 1 /2 sound batt insulation i 31 ❑ 3 ❑ 31 31 ❑ 3 31 ❑ 3 3 o i N RC-1 channels © 24"oc windo I corridor I i 2 layers 5/8" type X GWB N `° seat ❑ 9 ° 5 9 fireplace low wall4" concrete slab-on-grade - 30 30o s it 9 31 4 14 3 14 RtE 31 14 f 14 14 3 14 14 3 14 14 3 1stair N2 damp sand casting base ioo 6 mil VB 00 ❑ ° 6 ❑ ❑ ❑ ❑ N 6" min. compacted gravel base �Eyl Q� . . �7 5/8" type X GWB o 0 0 0 0 0 0 0 0 0 0 0 m cc 4 mil VB 8 0 , N 2x6 studs © 16"oc cc �o R-21 batt insulation Building Section OSB sheathing U� U o0 7# building paper 1/8'=1'-0' W exterior siding ►, U g ® concrete foundation wall pa o � R-10 polystyrene insulation oc R-38 batt insulation Q 4 Q 1 Q O T B A T (HH (� (c� (� 1 (r� (� T (� T 10 vented shear blocking 11 gable end truss in 12 3 ,� 1 3 atticed n e to 1 � + n e to 1� girder truss 5'4 unheated unhe teJ C tti 11 9 9 tti 11 attic att c 1 9 13 continuous full depth blocking 10 9 109 11 10 1 4 1 4 4 14 structural beam w/ 2 apartment 15 4 apartment 2 4 16 0 2 4 15 2 layers 5/8" GWB wrap see E/A13 - ' D -0 3 i apartment i i apartment 7 0 apartment 3 i apartment 0 7 5 1 1 5 7 = 00 5 7 0 0 5 7 5 1 19 16 16 0 5 7 1� decorative box beam see E/A13 13 16 non-bearing non-rated wall .17 apartment apartment w 16 14 -� 14 apartment constucted as 1 hour rated wall 1 14 1 0 o 0 � elevator work point 3 I i apartment I i - apartment I i - apartment 1 3 shaft 16 16 16 I iO4 �7 1 hour rated Fire Partition EL = 28.0 5 7 00 5 7 00 5 7 00 7 511 5 7 00 to align w/ exg 18 1 hour rated structural wall EL = 23.4 apartment Faverage exg grade 4 16 14 apartment 19 1 hour rated Fire Barrier 1 1 0 - 0 0 .-� apartment 3 apartment i apartment i apartment 1 3 16 16 16 �o thickened slab footing 7 6 6 7 0 FS 7 0 6 7� 0I—S � 6111111J . . 7 0 . � 21 NINE concrete elevator pit 0 0 N N N 0 �-(2�1 N 2� double 2x6 8 8 Co Co Co8 � 8 8 20 decorative box column see E/A13 Building Section Wall Section WaU Section Building Section � 24 R-30 batt insulation B ' ' ' C ' ' ' D E1/8'=1'-0' 25 PT 2x4 studs ® 24"oc ..� R-13 batt insulation Ct 4 mil VB 5/8" type X GWB A B c o E F T Q 26 concrete foundation wall M� 12 3 2� 2 hour rated Fire Wall 1 5.4 ,-{1� 2 layers 5/8" type X GWB + - each side of 2x6 studs © 16"oc 1 unheated 1 attic 11 11 ® 1 hour rated roof/ceiling assembly metal roof panels 30# roofing felt $ PWD sheathing existing 10 12 1 $ apartment 4 1 15 1 apartment o 5/8" type X gypsum sheathing apartment 14 3 3 0 Date: 2x12 rafters @ 24"oc 5 7 IFC R-30C batt insulation 4 mil VB O1/15/10 2 layers 5/8" type X GWB remodeled 2 i 14 corridor 4 4 apartment apartment �9 1 x2 over 1 x4 hemlock chair rail 6 c n tlo 5 00 5 5 7 00 30 1 x1 hemlock crown trim Sheet: 31 apartment entry shelf see A/A13 & E/A13 6 4 6 5 1 14 1 4 14 5 6 0 LO unheated storage resident storage 3 resident 3 N _i structrual column 6 A8 rec room 6 '� 7/16" OSB draftstop 10'-Ott 0 0 Bulk"di niq, Section F 1/8'=1'-0' light weight conc topping 4x4 ironwood newel post w/ elastomeric liquid flooring with 4 'x4j" cap lilt1 o'—oY2" 77" level at door and slope to gutter secure to beam with (2) 3/4" thru bolts N 2x4 ironwood cap 0 =N route to recieve rail 1 x1 tube steel Guard Rail IDas I N JJ verify dimensions and provide shop drawings 0 metal cap flashing belt band 00 NO 2x2 trim anosaa (2) layer 5/8" type X Exterior Gypsum Soffit Board 53Y8» 0 9 1/2" LSL joists @ 12"oc 11I AB o BalconyGuard Rail A9 00 Ag Nd C 11" U 77" U Stair Plan U seat 0 F E D C 11'-0" 8'-6" 10'-6" N rescue DN 53Y8» �-.r ° � I 12 r% o A I A M 6 °o A9 DN 00 A9 i N 0) Stair Plan 77" Co I 12" cv E C D F belt band see C/A10 10'-6" 10'-0" 10'-6" vented flashing I 0 0 a) I vented fire shear blk'g blkg o � 12 3'-0" 15.4 WJ a(D `� ,� `� vented shear blk'g @ • r--I L �--� CO I fire hemlock handrail 0 0 blkgw/ eased edges Balcony I I 36 above tread o Guard Rail 0 0 0 0 0 see C/A9 2x he ba ust 1 °' U 4 max*nurr clear �� c° bet ee N N 2x6 spacer 2x6 spacer along wall (0 along wall stringer 1 stringer oT TN U hemlock -ianc rail fire I C° I fire 4 4 m ewe st N ~� w/ eas ed es blkg 4 blkg M with "x4 " c =� 6" above, tread n se - secure to bearr ith 2 h m lus ers o ' It3 4 hru I s o m xim clear =� et CO w 6 CO to 0 0 CO en I (D (D I minimum ( ( minimum head room @ @ head room 80" above I �, 1 80" above o tread nose ^ a' a' ^ tread nose 2'-3" c0 c0 4 hem newel post fire fire 8' 11Y2' LAP N Date: with 41%4�" cap blkg Note: blkg IFC s cure to beam with field verify all dimensions �� o 2'-0" 01/15/10 2) 3/4" thru bolts 0 1 and provide Shop Drawings j 0, for review by Architect ^ I 00 1" bevo,ed posing w C0 O I Lco I Lco c0 00 ® 00 ® 200 visual contrast Sheet: PT 2x6 kicker PT 2x6 kicker from 2x12 from 2x12 A° carriage carriage J , " � 3 » � 3 �� , "e s aced 6 —5 4 —8/4 4 —8/4 6 —5 e s aced StairSection @ 12"ocpmax. StairSection ® 12'oc max. A 7 treads landing B landing 7 treads 1/4•=1'-0• ® 11"each 1/4•=1'-0' @ 11"each simpson FHA9 strap Note: Note: 1/4" F.B. 2% 8" w/ slope at plinth flashing Copper Finial (2) 5/8" holes for 6„ similar see G/A2 The Waterford 30" by CWaterford Note: (2) lag bolts ea side iv no cap or base sill at offset clocktower wall or approved co er cap & end flashing sloe flashing install per mfr at third floor column „PP P g P g N Et /11 at sides and nail III cement board siding 2x6 cedar cap & 2x10 cedar base G 6x8 WRC I! install per mfr 00 w/ 1/2" bevel cut (caulk & paint) G continuous metal falshing (pain TAPERED SHEET METAL CONE from 5/4 x 10 cedar all sides (paint) _ 5/4 x 3.5 hardie trim (paint) 00 9 g paper M iv 4x6 WRC secure w continuous 2x4 or 1x4 sleeper 8" BALL OSB sheathing & building Ln # / exterior s ding/veneer bottom ddepth inate w/ 6x6 DFL 1 column `~ '' (2) 20d spikes ea end SPUN PART pre—drill holes 5/4 x 11.25 hardie trim (paint caulk 46 WRC secure to io SQUARE BASE w/ ( ) 3/4" thru bolts king sealant countersink & plug 5/4 x 5 hardie trim over OSB at clocktower attic see B/A9 \_��___I end nail each 2x6 block 7 1/2" Column Bracket w/ (2) 16d common (typical Belt o0tt ent► ar n er siding E 3/4'=1'-0' D 3/4'=1'-0' C 3/4'=1'-0' Finial copper finial see G/A10 U G3/4'=1'-0' 12 cement board cornice see B/A9 —16 � T&G cedar siding U clock face w/ from 2x12 cedar trim flash top metal flashing at sill Hardie Panel vinyl windows laminated Hardie Plank belt band metal window trim continuous shingle—over ridge vent vs over belt band siding see sheet Al composition siding see C/A10 gutter see C/Al2 see C/A10 similar roof cement board rake see D/A11 gl sa gl sa y 12 12 oc un Pon T&G cedar at entry & clock tower guard rail Mill .777 d see E/A9 belt band EH -E[ oikd see C/A10 _m1777jil am . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . Work point: FFE = 27.90' 1 x12 or brick HardiePlank to match existing facility water table siding 7 metal flashing thinbrick veneer average existing grade elevation T&G cedar siding concrete foundation wall insulation protection to window sill w/ north side of building full brick ledge brackets conc pad for condensers see D/A10 Q� North Elevation �' • �1" copper finial see G/A10 A 1/8'=1'-0. cement board cornice see B/A9 12 T&G cedar siding clock face w/ from 2x12 cedar trim flash top cement board rake see D/A11 window trim metal belt band laminated HardiePlank vinyl windows Hardie Panel metal flashing at sill �-ZI see C/Al2 gutter see C/A10 composition siding see sheet Al2 siding over belt band Ct continuous shingle—over ridge vent roof lkdh see C/A10 similar metal gutter rated door trim see C/A10 similar 12 12 6 a 6 column see E/A10 T&G cedar T&G cedar at entry at entry & clock tower belt band see C/A10 guard rail Date: thinbrick veneer see E/A9 IFC full story at pier see G/A2 column 01/15/10 connection see E/A10 belt bond 111777w \ 111T�N ikkditi H �i see C/A10 All Sheet: Work point: FFE = 27.90' belt band to match existing facility see C/A10 A 1 O concrete foundation wall average existing grade T&G cedar siding metal flashing thinbrick veneer soldier course thinbrick veneer South Elevation south side of building insulation protection to window sill w/ at clocktower full story at pier B 1/8'=1'-0' brackets see D/A10 full brick ledge door head see G/A2 24" 2x4 lookouts @ 48"oc let into truss top chord from 2x4 continuous 24" metal rake flashing LO color to match rake high definition laminated comp roof shingle Certainteed Grand Manor w/ lifetime warranty Elk Prestique Plus w/ 40 5/4 x 11 .25 w/ 5/4 x 3.5 year warranty (or as otherwise specified or approved) Install Hardie Trim rake (paint) over 30# Roofing Felt per manufacturer & provide warranty 1 x6 T&G cedar rake soffit 7/16" APA Rated PWD Roof Sheathing w/ 8d Nails @ 6"oc Diaphragm boundaries @ 6"oc Panel Edges & @ 12"oc Field 5/4" Hardie Trim coordinate R-38 butt insulation provide insulation stop to maintain 2" minimum air space building paper (paint) full ht shear blocking w/ "V" cuts for ventilation toenail to copper finial see G/A10 top plate w/ (3) 8d U Typical Rake Detail metal gutter & flashing cement board cornice see B/A9 D 6 � unheated attic ventilation 3/4._—1 —0 U 5' diameter louvered vent w/ bug screen 1 hour fire—rated ceiling assembly provide from 2x12 trim w/ flashing at top 4 mil VB 5/4 x 7.25 hardie trim fascia (paint) Q, metal flashing at sill 2 layers 5/8 type X GWB w/ 2xx backer as necessary over belt band see C/A1O similar LSL rim board 1 x6 T&G cedar eave soffit w/ continuous 2" strip vent w/ cement board rake see D/A11 double top plate bug screen 6x8 window head 5/4 Hardie Trim at all windows (paint) see C/Al2 12 trim see C/A10 similar hemlock window casing see C/Al2 �kA 5.4 Milgard Montecito low—e Vented Casement Vinyl Winidows W continuous shingle—over double 2x6 window sill �, o 0 ridge vent install per manufacturers instructions 110 5/8" type X GWB w o 4 mil VB 2x6 studs @ 16"oc R-21 batt insulation - Hardie one siding over building paper (paint) 1 x4 hemlock base w/ 3/4" quarterround shoe coordinate horizontal and vertical joint lay—out, style, and V�Jflashing with architect prior to installation 12 1 hour fire—rated floor/ ceiling assembly (typical at third floor unless noted otherwise) gl �� gl 3 3/4„ PWD subflr—finflr Hill. . F 11177T71111 11 7/8" TJI pro 110 floor joists @ 16"oc Belt Band continuous at Third Floor except at clocktower 3 1 /2" sound batt insulation10P see C/A1O FT RC-1 channels @ 24"oc N AV A 2 layers 5/8" type X GWB teinp Itgl p gl as gl sa gl ss to 5/4" Hardie Trim at all windows (paint) see C/Al2 thinbrick veneer belt band Work point: FFE = 27.90' LSL rim board full story at pier see C/A10 to match existing facility Milgard Montecito low—e Vented Casement Vinyl Winidows and clocktower double top plate , see G/A2 install per manufacturers instructions East Elevation 6x8 window head A hemlock window casing see C/Al2 double 2x6 window sill 2x6 studs @ 16"oc w/ R-21 batt insulation between 5/8" type X GWB 7/16" OSB sheathing w/ 7# aspaltic building paper Notes: copper finial see G/A1O 4 mil VB Note: (1 ) T & G cedar siding to be painted or � 6 2x6 studs @ 16"oc rovie additional 1 or 2 layers 5/8" type X sum stained as selected b Owner p ( ) ( ) y / yp gyp y R-21 batt insulation sheathing for fire rating extent as indicated at exit stairs (2) Hardie Panel Siding coordinate horizontal , cement board cornice see B/A9 and vertical joint lay—out, style, and clock face 1x4 hemlock base w/ 3/4" quarterround shoe Hardie Plank siding over building paper (paint) flashing with Architect prior to installation 1 hour fire—rated floor/ ceiling assembly Profile and exposure to match existing building (paint) 3/4" PWD subflr—finflr (typical at second floor unless noted otherwise) (3) Hardie Plank Siding exposure to match metal cricket unoccupied Clock Tower attic 70 sf fourth floor viewing level 11 7/8" TJI pro 110 floor joists @ 16"oc Belt Band continuous at Second Floor except at entrances existing building (paint) g 3 1 /2" sound batt insulation �� (4) Provide 5/4 x 3.5 Hardie Trim all metal flashing at sill see C/A10 186 f RC-1 channels @ 24 oc s interior and exterior corners (paint) 12 over belt band see C/A10 similar third floor 2 layers 5/8" type X GWB (5) Provide Hardie Trim at all windows balcony C� (paint) see C/Al2 5/4" Hardie Trim at all windows (paint) see C/Al2 v LSL rim board double top plate Milgard Montecito low—e, Vented Casement Vinyl Winidows install per manufacturers instructions 12 6x8 window head � 3 ig, *gl ", hemlock window casing see C/Al2 double 2x6 window sill thinbrick veneer by Robinson Brick 5/8" type X GWB to window sill w/ full brick ledge 4 mil VB install over weather barrier, metal lath & mortar to g, se gi a ass g, $a 2x6 studs @ 16"oc as directed by mfr Date: R-21 batt insulation IFC 1 x4 hemlock base w/ 3/4" quarterround shoe 01/15/10 metal flashing and insulation protection +gl . g' " . R-10 polystyrene insulation adhere to stemwall Sheet: thinbrick veneer thinbrick veneer soldier course7 — Work point: FFE = 27.90' —III—IIIIII—III to window sill w/ full story at pier at clocktower to match existing facility full brick ledge and clocktower window head Note: see C/A2 for foundation llpe g All see G/A2 West Elevation g. Typical Wall Section B ,_ , 1/8 —1 —0 C 3/4'=1'-0' Door Schedule Door Schedule Door Schedule number room size type material frame label hardware remarks number room size type material frame label hardware remarks number room size type material frame label hardware remarks 01 100 36"x 80"x 1 3/4" A wd wd 1 A 83 247 36"x 80% 1 3/8" D wd wd 20 min 10 161 348 36% 80% 1 3/8" D wd wd 20 min 10 02 116 36% 80% 1 3/4" A wd wd 2 84 247 34% 80% 1 3/8" E wd wd 11 162 348 34% 80% 1 3/8" E wd wd 11 03 85 247 34% 80% 1 3/8" E wd wd 12 163 348 34% 80% 1 3/8" E wd wd 12 04 215 36% 80% 1 3/4" A wd wd 1 A 86 247 pr 15% 80% 1 3/8" F wd wd 13 164 348 pr 15% 80% 1 3/8" F wd wd 13 05 219 36% 80% 1 3/4" A wd wd 2 87 247 30% 80% 1 3/8" G wd wd 14 165 348 30% 80% 1 3/8" G wd wd 14 06 219 36% 80% 1 3/4" A wd wd 2 88 247 pr 15% 80% 1 3/8" H wd wd 15 166 348 pr 15% 80% 1 3/8" H wd wd 15 07 300 36% 80% 1 3/4" L mtl mtl 90 min 3 no glass 89 250 36% 80% 1 3/8" D wd wd 20 min 10 167 346 36% 80% 1 3/8" D wd wd 20 min 10 08 100 pr 36% 80% 1 3/8" C mtl mtl 90 min 4 90 250 34% 80% 1 3/8" E wd wd 11 168 346 34% 80% 1 3/8" E wd wd 11 09 117 36% 80% 1 3/8" D wd wd 20 min 5 91 250 34% 80% 1 3/8" E wd wd 12 169 346 34% 80% 1 3/8" E wd wd 12 10 117 36% 80% 1 3/8" D wd wd 20 min 5 92 250 pr 15% 80% 1 3/8" F wd wd 13 170 346 pr 30% 80% 1 3/8" J wd wd 16 11 119 36% 80% 1 3/8" D wd wd 20 min 6 93 250 30% 80% 1 3/8" G wd wd 14 171 346 pr 17% 80% 1 3/8" H wd wd 15 12 125 36% 80% 1 3/8" D mtl mtl 45 min 5 94 250 pr 15% 80% 1 3/8" H wd wd 15 172 346 pr 15% 80% 1 3/8" F wd wd 13 13 115 pr 36% 80% 1 3/8" C mtl mtl 60 min 4 95 248 36% 80% 1 3/8" D wd wd 20 min 10 173 346 pr 15% 80% 1 3/8" H wd wd 15 14 124 36% 80% 1 3/8" D wd wd 20 min 7 96 248 34% 80% 1 3/8" E wd wd 11 174 344 36% 80% 1 3/8" D wd wd 20 min 10 U 15 124 36% 80% 1 3/8" D wd wd 20 min 7 97 248 34% 80% 1 3/8" E wd wd 12 175 344 34% 80% 1 3/8" E wd wd 11 16 122 36% 80% 1 3/8" D mtl mtl 45 min 7 98 248 pr 15% 80% 1 3/8" F wd wd 13 176 344 34% 80% 1 3/8" E wd wd 12 '"� 17 123 36% 80% 1 3/8 D wd wd 8 99 248 30% 80% 1 3/8 G wd wd 14 177 344 pr 15% 80% 1 3/8 F wd wd 13 (� 18 121 36% 80% 1 3/8 D mtl mtl 45 min 5 100 248 pr 15% 80% 1 3/8 H wd wd 15 178 344 30% 80% 1 3/8 G wd wd 14 19 120 42% 80% 1 3/8" D mtl mtl 45 min 5 101 246 36% 80% 1 3/8" D wd wd 20 min 10 179 344 pr 15% 80% 1 3/8" H wd wd 15 20 113 36% 80% 1 3/8" D wd wd 20 min 7 102 246 34% 80% 1 3/8" E wd wd 11 180 342 36% 80% 1 3/8" D wd wd 20 min 10CA 7t �--� 21 112 36% 80% 1 3/8" D wd wd 20 min 5 103 246 34% 80% 1 3/8" E wd wd 12 181 342 34% 80% 1 3/8" E wd wd 11 ' `'� N ;--1 0C 22 141 36% 80% 1 3/8" D wd wd 20 min 10 104 246 pr 30% 80% 1 3/8" J wd wd 16 182 342 34% 80% 1 3/8" E wd wd 12 23 141 34% 80% 1 3/8" E wd wd 11 105 246 pr 17% 80% 1 3/8" H wd wd 15 183 342 pr 15% 80% 1 3/8" F wd wd 13 � 3 24 141 34% 80% 1 3/8 E wd wd 12 106 246 pr 15% 80% 1 3/8 F wd wd 13 184 342 30% 80% 1 3/8 G wd wd 14 rT� 25 141 pr 15% 80% 1 3/8 F wd wd 13 107 246 pr 15% 80% 1 3/8" H wd wd 15 185 342 pr 15% 80% 1 3/8 H wd wd 15 26 141 30% 80% 1 3/8" G wd wd 14 108 244 36% 80% 1 3/8" D wd wd 20 min 10 186 222 36% 80% 1 3/4" A wd wd 2 see sheet A17 3 27 141 pr 15% 80% 1 3/8" H wd wd 15 109 244 34% 80% 1 3/8" E wd wd 11 187 125 36% 80% 1 3/8" D mtl mtl 45 min 5 o o -d 28 143 36% 80% 1 3/8 x D wd wd 20 min 10 110 244 34 80% 1 3/8 E wd wd 12 188 125 36% 80% 1 3/8 D mtl mtl 45 min 5 0C C/� 1M. 29 143 36% 80% 1 3/8" E wd wd 11 111 244 pr 15% 80% 1 3/8" F wd wd 13 189 125 36% 80% 1 3/8" D mtl mtl 45 min 5 30 143 36% 80% 1 3/8" E wd wd 12 112 244 30% 80% 1 3/8" G wd wd 14 190 316 pr 36% 80% 1 3/8" C mtl mtl 60 min 4 sun room 31 145 36% 80% 1 3/8" D wd wd 20 min 10 113 244 pr 15% 80% 1 3/8" H wd wd 15 32 145 36% 80% 1 3/8" E wd wd 11 114 242 36% 80% 1 3/8" D wd wd 20 min 10 33 145 36% 80% 1 3/8 E wd wd 12 115 242 34% 80% 1 3/8 E wd wd 11 full light 2 recessed 2 recessed 2 recessed 34 145 pr 30% 80% 1 3/8" J wd wd 16 116 242 34% 80% 1 3/8" E wd wd 12 tempered I flat panels flat panels I flat panels 35 145 pr 15% 80% 1 3/8" H wd wd 15 117 242 pr 15% 80% 1 3/8" F wd wd 13 glass solid core I pair single I single 36 146 36% 80% 1 3/8" D wd wd 20 min 10 118 242 30% 80% 1 3/8" G wd wd 14 solid core solid core solid core insulated 37 146 34% 80% 1 3/8" E wd wd 11 119 242 pr 15% 80% 1 3/8" H wd wd 15 exterior fire—rated fire—rated non—rated 0.40 interior interior interior 38 146 34% 8080% 1 3/8" E wd wd 12 120 300 pr 36% 8080% 1 3/8" C mtl mtl 90 min 4 U= 39 146 pr 30% 80% 1 3/8" J wd wd 16 121 315 r 36% 80% 1 3 8" C mtl mtl 60 min 4 / P / metal clad 40 146 pr 17% 80% 1 3/8" H wd wd 15 122 313 36% 80% 1 3/8" D wd wd 20 min 7 Type A exterior face Type C Type D Type E 41 146 pr 15% 80% 1 3/8" F wd wd 13 123 312 36% 80% 1 3/8" D wd wd 20 min 5 42 146 pr 15% 80% 1 3/8" H wd wd 15 124 341 36% 80% 1 3/8" D wd wd 20 min 10 43 144 36% 80% 1 3/8" D wd wd 20 min 10 125 341 34% 80% 1 3/8" E wd wd 11 44 144 34% 80% 1 3/8" E wd wd 11 126 341 34%' x 80 ' 1 3/8" E wd wd 12 45 144 34 80 x 1 3/8 E wd wd 12 127 341 pr 15 x 80 x 1 3/8 F wd wd 13 2 recessed x 2 recessed 2 recessed 2 recessed 46 144 pr 15% 80% 1 3/8" F wd wd 13 128 341 30% 80% 1 3/8" G wd wd 14 I I louvered I flat panels I / flat panels I I flat panels panels 47 144 30% 80% 1 3/8 G wd wd 14 129 341 pr 15% 80% 1 3/8 H wd wd 15 I pair I }— single pocket I, bi-fold I pair pocket ^ l 48 144 pr 15% 80% 1 3/8" H wd wd 15 130 343 36% 80% 1 3/8" D wd wd 20 min 10 solid core solid core solid core solid core 49 142 36% 80% 1 3/8" D wd wd 20 min 10 131 343 34% 80% 3/8" E wd wd 11 I I non-rated I non-rated I non-rated I I non-rated interior interior interior interior (� 50 142 34% 80% 1 3/8" E wd wd 11 132 343 34% 80% 1 3/8" E wd wd 12 — � • �--I 51 142 34% 80% 1 3/8" E wd wd 12 133 343 pr 15% 80% 1 3/8" F wd wd 13 2" undercut 52 142 pr 15% 80% 1 3/8" F wd wd 13 134 343 30% 80% 1 3/8" G wd wd 14 Type F Type G T e H Type J CA 53 142 30% 80"x 1 3/8" G wd wd 14 135 343 pr 15% 80% 1 3/8" H wd wd 15 54 142 pr 15% 80% 1 3/8" H wd wd 15 136 345 36% 80% 1 3/8" D wd wd 20 min 10 Door Types dbI top plate 55 200 pr 36% 80% 1 3/8" C mtl mtl 90 min 4 137 345 34% 80% 1 3/8" E wd wd 11 A 1/4'=1'-0' continuous 56 219 pr 36% 80% 1 3/8" C wd wd 20 min 17 138 345 34% 80% 1 3/8" E wd wd 12 6x8 head �LJ 57 219 pr 36% 80% 1 3/8 C mtl mtl 90 min 17 139 345 pr 30% 80% 1 3/8 J wd wd 16 '-RO flashing 58 220 r 36% 80% 1 3 8" C mtl mtl 45 min 18 140 345 r 17% 80% 1 3 8" H wd wd 15 P �, P / �� 2'-8ki" Notes: 5/4 x 5.5 head trim 6 .,.� 59 118 36% 80% 1 3/8 D mtl mtl 45 min 5 141 345 pr 15% 80% 1 3/8 F wd wd 13 1) all windows to be Milgard Vinyl 2) all windows to be low—e glass s 60 218 36% 80% 1 3/899 D wd wd 20 min 19 142 345 pr 15% 80% 1 3/801 H wd wd 15 1 x6 head casing 3) U=0.20 or better 2'-9" 61 215 r 36% 80% 1 3 8" C mtl mtl 60 min 4 143 347 36% 80% 1 3 8" D wd wd 20 min 10 4 t - indicates tempered lass t of 16 P / / ) 9 P 9 ( yP ) RO 62 213 36% 80% 1 3/8" D wd wd 20 min 7 144 347 34% 80% 1 3/8" E wd wd 11 5) all windows to be "Vented" units 2,_82„ from 1 x6 head 63 212 36% 80% 1 3/8" D wd wd 20 min 5 145 347 34% 80% 1 3 8" E wd wd 12 Sealant w/ liner outer jamb / / i � � Backer Rod I in er 64 241 36% 80% 1 3/8" D wd wd 20 min 10 146 347 pr 15% 80% 1 3/8" F wd wd 13 ® Head Head Internal o " from 1 x6 extention 65 241 34"x 80"x 1 3/8" E wd wd 11 147 347 30 x' 80 x' 1 3/8 G wd wd 14 grid N _ 66 241 34% 80% 1 3/8 E wd wd 12 148 347 pr 15% 80% 1 3/8 H wd wd 15 Internal Sealant mullion 67 241 pr 15% 80% 1 3/8 F wd wd 13 149 349 36% 80 tox 1 3/8 D wd wd 20 min 10 grid from 1 x6 trim fixed fixed 68 241 30% 80% 1 3/8" G wd wd 14 150 349 34% 80% 1 3/8" E wd wd 11 O casement © 5/4 x 3" (2) 2x6 mullion w/ � 69 241 pr 15% 80% 1 3/8" H wd wd 15 151 349 34% 80% 1 3/8" E wd wd 12 casement mullion (2) simpson A33 top & bottom 70 243 36% 80% 1 3/8" D wd wd 20 min 10 152 349 pr 15% 80% 1 3/8" F wd wd 13 2'-9" 2'-9" 2'-9" 71 243 34% 80% 1 3/8" E wd wd 11 153 349 30% 80% 1 3/8" G wd wd 14 RO RO RO Note: Mullion 2,_$�„ 2,_$�„ 2,_8X„ provide Date: 72 243 34 x 80 x 1 3/8 E wd wd 12 154 349 pr 15% 80 x 1 3/8 H wd wd 15 5/4 x 3.5 jambs 73 243 pr 15% 80% 1 3/8" F wd wd 13 155 350 36% 80% 1 3/8" D wd wd 20 min 10 (not shown) IFC „ .:. 01115110 74 243 30% 80% 1 3/899 G wd wd 14 156 350 34% 80% 1 3/8 E wd wd 11 1 x8 Sill revised 02/01/10 75 243 pr 15"x 80"x 1 3/8" H wd wd 15 157 350 34"x 80"x 1 3/8" E wd wd 12 Sealant 76 245 36% 80% 1 3/8" D wd wd 20 min 10 158 350 pr 15% 80% 1 3/8" F wd wd 13 _ = 5/4 x 3.5 1 x4 Casing o ,n _ Internal » 0 i o o hardie trim sill 77 245 34% 80% 1 3/8 E wd wd 11 159 350 30% 80% 1 3/8 G wd wd 14 i 1 i grids S I I I (2)2x6 sill 10 78 245 34% 80% 1 3/8" E wd wd 12 160 350 pr 15% 80% 1 3/8" H wd wd 15 Internal grid Internal 79 245 pr 30% 80% 1 3/8" J wd wd 16 grid 1 x4 base w/ Sheet: 80 245 pr 17"x 80"x 1 3/8" H wd wd 15 EE�Jj3/4" quarter round 81 245 pr 15% 80% 1 3/8" F wd wd 13 shoe typical Note: Al2 FF 82 245 pr 15% 80% 1 3/8" H wd wd 15 O casement © casement O double interior trim to be hemlock (paint or stain as directed by Notes: egress window awning exterior trim to be hardie trim (paint) (A) Entrance Security System by Owner under separate contract. Window Types Window Casing Contractor to coordinate electric strike with Entrance Security System B 3/8'=1'-0' C 3/8'=1'-0' Door Schedule Door Schedule Door Schedule number room size type material frame label hardware remarks number room size type material frame label hardware remarks number room size type material frame label hardware remarks 01 100 36"x 80"x 1 3/4" A wd wd 1 A 83 247 36"x 80% 1 3/8" D wd wd 20 min 10 161 348 36% 80% 1 3/8" D wd wd 20 min 10 02 116 36% 80% 1 3/4" A wd wd 2 84 247 34% 80% 1 3/8" E wd wd 11 162 348 34% 80% 1 3/8" E wd wd 11 03 85 247 34% 80% 1 3/8" E wd wd 12 163 348 34% 80% 1 3/8" E wd wd 12 04 215 36% 80% 1 3/4" A wd wd 1 A 86 247 pr 15% 80% 1 3/8" F wd wd 13 164 348 pr 15% 80% 1 3/8" F wd wd 13 05 219 36% 80% 1 3/4" A wd wd 2 87 247 30% 80% 1 3/8" G wd wd 14 165 348 30% 80% 1 3/8" G wd wd 14 06 219 36% 80% 1 3/4" A wd wd 2 88 247 pr 15% 80% 1 3/8" H wd wd 15 166 348 pr 15% 80% 1 3/8" H wd wd 15 07 300 36% 80% 1 3/4" L mtl mtl 90 min 3 no glass 89 250 36% 80% 1 3/8" D wd wd 20 min 10 167 346 36% 80% 1 3/8" D wd wd 20 min 10 08 100 pr 36% 80% 1 3/8" C mtl mtl 90 min 4 90 250 34% 80% 1 3/8" E wd wd 11 168 346 34% 80% 1 3/8" E wd wd 11 09 117 36% 80% 1 3/8" D wd wd 20 min 5 91 250 34% 80% 1 3/8" E wd wd 12 169 346 34% 80% 1 3/8" E wd wd 12 10 117 36% 80% 1 3/8" D wd wd 20 min 5 92 250 pr 15% 80% 1 3/8" F wd wd 13 170 346 pr 30% 80% 1 3/8" J wd wd 16 11 119 36% 80% 1 3/8" D wd wd 20 min 6 93 250 30% 80% 1 3/8" G wd wd 14 171 346 pr 17% 80% 1 3/8" H wd wd 15 12 125 36% 80% 1 3/8" D mtl mtl 45 min 5 94 250 pr 15% 80% 1 3/8" H wd wd 15 172 346 pr 15% 80% 1 3/8" F wd wd 13 13 115 pr 36% 80% 1 3/8" C mtl mtl 60 min 4 95 248 36% 80% 1 3/8" D wd wd 20 min 10 173 346 pr 15% 80% 1 3/8" H wd wd 15 14 124 36% 80% 1 3/8" D wd wd 20 min 7 96 248 34% 80% 1 3/8" E wd wd 11 174 344 36% 80% 1 3/8" D wd wd 20 min 10 U 15 124 36% 80% 1 3/8" D wd wd 20 min 7 97 248 34% 80% 1 3/8" E wd wd 12 175 344 34% 80% 1 3/8" E wd wd 11 16 122 36% 80% 1 3/8" D mtl mtl 45 min 7 98 248 pr 15% 80% 1 3/8" F wd wd 13 176 344 34% 80% 1 3/8" E wd wd 12 '"� 17 123 36% 80% 1 3/8 D wd wd 8 99 248 30% 80% 1 3/8 G wd wd 14 177 344 pr 15% 80% 1 3/8 F wd wd 13 (� 18 121 36% 80% 1 3/8 D mtl mtl 45 min 5 100 248 pr 15% 80% 1 3/8 H wd wd 15 178 344 30% 80% 1 3/8 G wd wd 14 19 120 42% 80% 1 3/8" D mtl mtl 45 min 5 101 246 36% 80% 1 3/8" D wd wd 20 min 10 179 344 pr 15% 80% 1 3/8" H wd wd 15 20 113 36% 80% 1 3/8" D wd wd 20 min 7 102 246 34% 80% 1 3/8" E wd wd 11 180 342 36% 80% 1 3/8" D wd wd 20 min 10CA 7t �--� 21 112 36% 80% 1 3/8" D wd wd 20 min 5 103 246 34% 80% 1 3/8" E wd wd 12 181 342 34% 80% 1 3/8" E wd wd 11 ' `'� N ;--1 0C 22 141 36% 80% 1 3/8" D wd wd 20 min 10 104 246 pr 30% 80% 1 3/8" J wd wd 16 182 342 34% 80% 1 3/8" E wd wd 12 23 141 34% 80% 1 3/8" E wd wd 11 105 246 pr 17% 80% 1 3/8" H wd wd 15 183 342 pr 15% 80% 1 3/8" F wd wd 13 � 3 24 141 34% 80% 1 3/8 E wd wd 12 106 246 pr 15% 80% 1 3/8 F wd wd 13 184 342 30% 80% 1 3/8 G wd wd 14 rT� 25 141 pr 15% 80% 1 3/8 F wd wd 13 107 246 pr 15% 80% 1 3/8" H wd wd 15 185 342 pr 15% 80% 1 3/8 H wd wd 15 26 141 30% 80% 1 3/8" G wd wd 14 108 244 36% 80% 1 3/8" D wd wd 20 min 10 186 222 36% 80% 1 3/4" A wd wd 2 see sheet A17 3 27 141 pr 15% 80% 1 3/8" H wd wd 15 109 244 34% 80% 1 3/8" E wd wd 11 187 125 36% 80% 1 3/8" D mtl mtl 45 min 5 o o -d 28 143 36% 80% 1 3/8 x D wd wd 20 min 10 110 244 34 80% 1 3/8 E wd wd 12 188 125 36% 80% 1 3/8 D mtl mtl 45 min 5 0C C/� 1M. 29 143 36% 80% 1 3/8" E wd wd 11 111 244 pr 15% 80% 1 3/8" F wd wd 13 189 125 36% 80% 1 3/8" D mtl mtl 45 min 5 30 143 36% 80% 1 3/8" E wd wd 12 112 244 30% 80% 1 3/8" G wd wd 14 190 316 pr 36% 80% 1 3/8" C mtl mtl 60 min 4 sun room 31 145 36% 80% 1 3/8" D wd wd 20 min 10 113 244 pr 15% 80% 1 3/8" H wd wd 15 32 145 36% 80% 1 3/8" E wd wd 11 114 242 36% 80% 1 3/8" D wd wd 20 min 10 33 145 36% 80% 1 3/8 E wd wd 12 115 242 34% 80% 1 3/8 E wd wd 11 full light 2 recessed 2 recessed 2 recessed 34 145 pr 30% 80% 1 3/8" J wd wd 16 116 242 34% 80% 1 3/8" E wd wd 12 tempered I flat panels flat panels I flat panels 35 145 pr 15% 80% 1 3/8" H wd wd 15 117 242 pr 15% 80% 1 3/8" F wd wd 13 glass solid core I pair single I single 36 146 36% 80% 1 3/8" D wd wd 20 min 10 118 242 30% 80% 1 3/8" G wd wd 14 solid core solid core solid core insulated 37 146 34% 80% 1 3/8" E wd wd 11 119 242 pr 15% 80% 1 3/8" H wd wd 15 exterior fire—rated fire—rated non—rated 0.40 interior interior interior 38 146 34% 8080% 1 3/8" E wd wd 12 120 300 pr 36% 8080% 1 3/8" C mtl mtl 90 min 4 U= 39 146 pr 30% 80% 1 3/8" J wd wd 16 121 315 r 36% 80% 1 3 8" C mtl mtl 60 min 4 / P / metal clad 40 146 pr 17% 80% 1 3/8" H wd wd 15 122 313 36% 80% 1 3/8" D wd wd 20 min 7 Type A exterior face Type C Type D Type E 41 146 pr 15% 80% 1 3/8" F wd wd 13 123 312 36% 80% 1 3/8" D wd wd 20 min 5 42 146 pr 15% 80% 1 3/8" H wd wd 15 124 341 36% 80% 1 3/8" D wd wd 20 min 10 43 144 36% 80% 1 3/8" D wd wd 20 min 10 125 341 34% 80% 1 3/8" E wd wd 11 44 144 34% 80% 1 3/8" E wd wd 11 126 341 34%' x 80 ' 1 3/8" E wd wd 12 45 144 34 80 x 1 3/8 E wd wd 12 127 341 pr 15 x 80 x 1 3/8 F wd wd 13 2 recessed x 2 recessed 2 recessed 2 recessed 46 144 pr 15% 80% 1 3/8" F wd wd 13 128 341 30% 80% 1 3/8" G wd wd 14 I I louvered I flat panels I / flat panels I I flat panels panels 47 144 30% 80% 1 3/8 G wd wd 14 129 341 pr 15% 80% 1 3/8 H wd wd 15 I pair I }— single pocket I, bi-fold I pair pocket ^ l 48 144 pr 15% 80% 1 3/8" H wd wd 15 130 343 36% 80% 1 3/8" D wd wd 20 min 10 solid core solid core solid core solid core 49 142 36% 80% 1 3/8" D wd wd 20 min 10 131 343 34% 80% 3/8" E wd wd 11 I I non-rated I non-rated I non-rated I I non-rated interior interior interior interior (� 50 142 34% 80% 1 3/8" E wd wd 11 132 343 34% 80% 1 3/8" E wd wd 12 — � • �--I 51 142 34% 80% 1 3/8" E wd wd 12 133 343 pr 15% 80% 1 3/8" F wd wd 13 2" undercut 52 142 pr 15% 80% 1 3/8" F wd wd 13 134 343 30% 80% 1 3/8" G wd wd 14 Type F Type G T e H Type J CA 53 142 30% 80"x 1 3/8" G wd wd 14 135 343 pr 15% 80% 1 3/8" H wd wd 15 54 142 pr 15% 80% 1 3/8" H wd wd 15 136 345 36% 80% 1 3/8" D wd wd 20 min 10 Door Types dbI top plate 55 200 pr 36% 80% 1 3/8" C mtl mtl 90 min 4 137 345 34% 80% 1 3/8" E wd wd 11 A 1/4'=1'-0' continuous 56 219 pr 36% 80% 1 3/8" C wd wd 20 min 17 138 345 34% 80% 1 3/8" E wd wd 12 6x8 head �LJ 57 219 pr 36% 80% 1 3/8 C mtl mtl 90 min 17 139 345 pr 30% 80% 1 3/8 J wd wd 16 '-RO flashing 58 220 r 36% 80% 1 3 8" C mtl mtl 45 min 18 140 345 r 17% 80% 1 3 8" H wd wd 15 P �, P / �� 2'-8ki" Notes: 5/4 x 5.5 head trim 6 .,.� 59 118 36% 80% 1 3/8 D mtl mtl 45 min 5 141 345 pr 15% 80% 1 3/8 F wd wd 13 1) all windows to be Milgard Vinyl 2) all windows to be low—e glass s 60 218 36% 80% 1 3/899 D wd wd 20 min 19 142 345 pr 15% 80% 1 3/801 H wd wd 15 1 x6 head casing 3) U=0.20 or better 2'-9" 61 215 r 36% 80% 1 3 8" C mtl mtl 60 min 4 143 347 36% 80% 1 3 8" D wd wd 20 min 10 4 t - indicates tempered lass t of 16 P / / ) 9 P 9 ( yP ) RO 62 213 36% 80% 1 3/8" D wd wd 20 min 7 144 347 34% 80% 1 3/8" E wd wd 11 5) all windows to be "Vented" units 2,_82„ from 1 x6 head 63 212 36% 80% 1 3/8" D wd wd 20 min 5 145 347 34% 80% 1 3 8" E wd wd 12 Sealant w/ liner outer jamb / / i � � Backer Rod I in er 64 241 36% 80% 1 3/8" D wd wd 20 min 10 146 347 pr 15% 80% 1 3/8" F wd wd 13 ® Head Head Internal o " from 1 x6 extention 65 241 34"x 80"x 1 3/8" E wd wd 11 147 347 30 x' 80 x' 1 3/8 G wd wd 14 grid N _ 66 241 34% 80% 1 3/8 E wd wd 12 148 347 pr 15% 80% 1 3/8 H wd wd 15 Internal Sealant mullion 67 241 pr 15% 80% 1 3/8 F wd wd 13 149 349 36% 80 tox 1 3/8 D wd wd 20 min 10 grid from 1 x6 trim fixed fixed 68 241 30% 80% 1 3/8" G wd wd 14 150 349 34% 80% 1 3/8" E wd wd 11 O casement © 5/4 x 3" (2) 2x6 mullion w/ � 69 241 pr 15% 80% 1 3/8" H wd wd 15 151 349 34% 80% 1 3/8" E wd wd 12 casement mullion (2) simpson A33 top & bottom 70 243 36% 80% 1 3/8" D wd wd 20 min 10 152 349 pr 15% 80% 1 3/8" F wd wd 13 2'-9" 2'-9" 2'-9" 71 243 34% 80% 1 3/8" E wd wd 11 153 349 30% 80% 1 3/8" G wd wd 14 RO RO RO Note: Mullion 2,_$�„ 2,_$�„ 2,_8X„ provide Date: 72 243 34 x 80 x 1 3/8 E wd wd 12 154 349 pr 15% 80 x 1 3/8 H wd wd 15 5/4 x 3.5 jambs 73 243 pr 15% 80% 1 3/8" F wd wd 13 155 350 36% 80% 1 3/8" D wd wd 20 min 10 (not shown) IFC „ .:. 01115110 74 243 30% 80% 1 3/899 G wd wd 14 156 350 34% 80% 1 3/8 E wd wd 11 1 x8 Sill revised 02/01/10 75 243 pr 15"x 80"x 1 3/8" H wd wd 15 157 350 34"x 80"x 1 3/8" E wd wd 12 Sealant 76 245 36% 80% 1 3/8" D wd wd 20 min 10 158 350 pr 15% 80% 1 3/8" F wd wd 13 _ = 5/4 x 3.5 1 x4 Casing o ,n _ Internal » 0 i o o hardie trim sill 77 245 34% 80% 1 3/8 E wd wd 11 159 350 30% 80% 1 3/8 G wd wd 14 i 1 i grids S I I I (2)2x6 sill 10 78 245 34% 80% 1 3/8" E wd wd 12 160 350 pr 15% 80% 1 3/8" H wd wd 15 Internal grid Internal 79 245 pr 30% 80% 1 3/8" J wd wd 16 grid 1 x4 base w/ Sheet: 80 245 pr 17"x 80"x 1 3/8" H wd wd 15 EE�Jj3/4" quarter round 81 245 pr 15% 80% 1 3/8" F wd wd 13 shoe typical Note: Al2 FF 82 245 pr 15% 80% 1 3/8" H wd wd 15 O casement © casement O double interior trim to be hemlock (paint or stain as directed by Notes: egress window awning exterior trim to be hardie trim (paint) (A) Entrance Security System by Owner under separate contract. Window Types Window Casing Contractor to coordinate electric strike with Entrance Security System B 3/8'=1'-0' C 3/8'=1'-0' 28'-8Y4" 37'-0" Room Finish Schedule 13'-23/4" 15-5Y2" 15'-0" 10'-0" 12'-0" number name floor walls ceiling „ 46Y4" 33" 3 33" 43Y2" 15 33" 3 33" 3 33" 65Y2" 33" 33" 33" 53Y2" 25Y2" 33" 33" 25Y2" 31 Y2" 33" 33" 43Y2 material undrlaymnt base material finish material finish " 1 bedroom entry sht vinyl APA PWD 1 x4 wd GWB PT GWB/GWB/resil channels PT 3" 3" 3" 3» type B 3354 3354 21Y2" apartments kitchen sht vinyl APA PWD 1 x4 wd GWB PT GWB/GWB/resil channels PT csmt csmt living carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT LO 3354 3354 hall carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT 0 csmt csmt hall closet carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT 3354 3354 3354 LO 3354 3354 3354 �� 3354 3354 bederoom carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT csmt csmt csmt N csmt csmt csmt csmt csmt bedroom closet carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT u7 laundry area sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT bedrOOm 14'-8Y2" 9'-1" 11'-8Y2" bathroom sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT "I natural gas natural gas 2 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 3Y» fireplace fireplace type B entry closet sht vinyl APA PWD 1 x4 wd GWB PT GWB GWB resil channels PT » » 2 see J/A15 see J/A15 apartments y / / 27 32 48Y4 36 15 -2 Stu d kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 4 - - - - y bedroom N u7 living carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT � I I VI n g living o I ♦, study/bedroom carpet pad 1 x4 wd GWB PT GWB/GWB/resil channels PT ") - o 0 36 42 32 26 U "N00 hall carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT M 3080 4y2" „ wing wall wing wall bederoom carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT 8 -0 48y4 box column box column bedroom closet carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT o closet h a I I box beam box beam 00 U 'o see H/A14 M - " see H/A14 10 laundry room sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT , 4" 34Y2" 27 2" crpt crpt N bathroom sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT sht N N sht 12y2» 3080 Cr t M n vinyl kitchen tr N N c r 30Y" 50Y" _ 7t vinyl ^N w/d Oc vinyl 3080 73/4" ' ap I I kitchen 0 2 36 2 36 7 —0 0 Oc 5, cn I ON a 4 ', 30 0 0 30 > ir) Apartment Appliance Schedule Y2 2 36 y2� 80 ( sink M sinkI74Y2 r-392 3480 elct � 3 f 3080 crptelect ?� crpt pa elcr t [�]• >, quantity description manufacturer model M sht O Ictr I �dw tr N r7 r7 N c r d I ctrl 3080 sht sht °^° Lasco vinyl paRNl " " 2 vinyl 00 vinyl Lasco o 48 6- S r� •- N 48 6- FS c n 23 electric oven/ range Whirlpool RF263LXTS ac is o- N M bath a is 0 u7 s r 00"N `� [30x3O � � 30x30 2= o U t l l s er 0 2 ADA electric oven/ range Whirlpool GY397LXU I stall bath �°M s refrig - SO IQI " " 10I 30 refrig Vi " stal oven/ U 0 0 U oven N 0 M 25 microwave/ hood fan Whirlpool WMH1162XVS CO we 18„ range d "� "� rang 18„ w/d we °O Cn o" 25 dishwasher Whirlpool DU850SWPS lin lav " If " iv sh s lav lin 0 N pantry tr N c r pantry 0 • 25 refrigerator Whirlpool W6RXNGFWQ "N 25 clothes washer Whirlpool WFW8300SW `n 11 4y"77777 LO 2 4y" 2 25 clothes dryer Whirlpool WED8300SW 375/g" 24Y4" 42" 43Y4" JV 40" 2 Y2" 5y» 36" 42" 24Y4 375/8" 13 natural gas fireplace Fireplace Xtrordinair FPX 564 Space Saver Gas Fireplace 2 26Y �0 12'-33/4" 5'-11" 8'-11Y2" 8'-6" 5'-11" 9'-1" 11'-8Y2» Notes: 5Y2" 1) See Mechanical Drawings for Plumbing Fixture Schedule, See Electrical Drawings for Light Fixture Schedule. 2) Whirlpool WED8300SW clothes dryer available through Costco. 5Y2" 3y2" 3y2" 5Y2" 3) Provide electronic spark "green smart option" for Fireplace Xtrodinair FPX Space saver Gas Fireplace (no standing pilot light). 1 Bedroom Type B Interior Apt- 2 Bedroom Type B Interior Apt. A 1/48=1'-08 ( similar of 9 ) B 1/40=1'-00 ( similar of 2 ) 5y" 3y" 4 2x4 framing 2 2x4 framing � 5Y2» 3Y2" „ 3Y2» , 3 " 5Y2» 5Y2» " 3Y2» » 3Y2» " 3Y2» » 5Y2» 8'-6" 5 —11 12 —3/4 8 —6 5 —11 9 —1 11 —8Y2 (2) layers 5/8" (2) layers 5/8" 49%" 26Y2" 40" 43Y4» 42" 24Y4» 34Y8" 49%" 26Y2" 40" 36" 42" 24Y4» 375/g" type X GWB type X GWB " -1Y2 -4Y2 L Box Beam at 1 x10 from 1 x10 �� � �I LO Third Floor 9y4" 3/4" quarter 7y2" 3/4" quarter N 18" O lin iv 18" O In 711 • ctr 30„ pantry sh f _ lav ctr pantry sh s lav 7 round round o np we o np 30 w/d we • r� ov n 0 0 ov n O 0 30x30 �, o asc 30x30 �, Xas » L�J range refrig 0 M bath 48 BFS � ® ra� e refrig "' » �t I I bath c� TT� 5Y4 3y2 N �LO o a is LO N - 2 o LO PSL beam PSL beam �N rn 0 aw =N I ctr d sht stall ctlr 3080 sht shtI Ctr vin ctr vin elect YI 3080 I � d vinyl YI ^ 1 N 39Y2 p p c r 4 39Y2" panel I crp„ � � N � Cr t Cr t 1 x1 crown X (2) layers 5/8" 1 x1 crown (2) layers 5/8" » 36 2 --1 =N .� 34so elect ; Q� trim (typ) type X GWB trim (typ) type X GWB o s 0k 4Y2 7%" 3080 I 7y" 00 o S ok N a panel CIOSet 00 +' , w/d n 00 30Y2" 36" 50Y2» 36" rn 7,_0» o 23/4 1 x10 23/" from 1 x10 " c r " o ht = " c r " "' 4 vm kitchen 12Y2 Y' _ N kitchen sht hall crpt PO " N sht hall ^mi^ ll 5 4 5„ 2 „ o =N — — — vinyl — 2 y2" 34Y2" 34' of — — —vinyl — _ 3080 �lJ 3 2 3/4 quarter 3 3/4 quarter I �, " round 2 round crpt - �'� crpt 00 M 1 x2 N 00 wing wall 8'-0" o N wing wall LO box column box column box beam closet box beam 4y2" see H/A14 3080 0 see H/A14 in LO 11//-3611- 42" 32" 26" from 1 x6 from 1 x6 ?N � LO all sides 9" 3/4" quarter 1 x4 4 round quarter i living I M I o 0 00 o I 1x4 �, � 4Y2 PO living rn study bedroom 1 continuous from 1 x10 1 continuous 1 x8 36" 48Y4" 32" 27" GWB at wall .� GWB at wall 14'-8Y" 12'-33/" CO - 14'-8Y2" 9'-1" 11'-8Y2" M � � 2 4 "I from 1x2 from 1x2 bedroom �' Date: over 1x4 1x4 over 1x4 1x4 3354 3354 3354 3354 3354 3354 � 3354 3354 IFC chair rail 5y4" chair rail . 3/V2„ o csmt csmt csmt N csmt csmt csmt csmt csmt 01/15/10 1113/8)) (t YP) ,� 11 3/8►, (t YP) � 3354 OU 3354 ,.o Note: csmt csmt all wood 'N GWB stain grade GWB 8Y2» 3» 3» 3354 3354 F � 8Y2» 3» 3» 3» 3» hemlock csmt csmt 33" 33" 33" 66Y2" 3'-7Y2" 2'-9" 2'-9" 3'-10Y4" 33" JZ�3�3- JZ�3�3- 66Y2" 25Y2" 33 =33- 25Y2" 31Y2" 33" =33- A 43Y2» UL Sheet: Note: 3" 15'-0" 10'-0" 12'-0" from 2x6 framing 2x4 framing see C/A11 for typical base 15-0" 13'-23/4" 37'-0" A13 Corridor Beams and Decorative Columns 1 Bedroom Type B Corner Apt 2 Bedroom Type B Corner Apt E 3/40=1'-00 C 1/48=1'-08 ( similar of 9 ) D 1/4'=1'-0' ( similar of 3 ) 28'-8Y4" 37'-0» Room Finish Schedule 13'-23/4" 15'-5Y2" number name floor walls ceiling 46Y" 33" 3» 33" 43Y" 15" 33" 3» 33" 3" 33" 65Y" 21Y2" 33" 3» 33" 3" 33" 79" 33" 3» 33" 57" 33" 3» 33" 43Y" 4 2 2 2 material undrlaymnt base material finish material finish 1 bedroom entry sht vinyl APA PWD 1 x4 wd GWB PT GWB/GWB/resil channels PT 3354 3354 type A kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT csmt csmt apartments living carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT hall sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT laundry area sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT 3354 3354 3354 3354 3354 3354 =�3 4 3354 3354 3354 bederoom carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT csmt csmt csmt csmt csmt csmt t csmt csmt csmt bedroom closet carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT bathroom sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT co bedroom °° I 2 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT natural gas natural gas type A 3Y2 fireplace fireplace apartments entry closet sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT �'-33/4" 15'-2" see JM5 see J/A15 kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 3Y» 15'-2" 9'-1" 12'-2" » 2 living carpet glue dwn 1 x4 wd GWB PT GWB/GWB/resit channels PT 80Y4 �4 c° c° living V I n g N study bedroom " I study/bedroom carpet glue dwn 1 x4 wd GWB PT GWB/GWB/resit channels PT 21Y2 38 living VI n g 0 0 4Y2U hall carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT 4 ' 38" 20" 7 I closet "' bederoom carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT 0 c00o wing wall wing wall a bedroom closet carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT N N cr t box column box column U P box beam box beam 0 laundry room sht vinyl PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT ah "� see H�A14 - - see H�A14 to vinyl crpt o o crpt bathroom sht vinyl PWD 1 x4 wd WR GWB PT WR GWB/GWB/resit channels PT dryer I I o hall - - �.��- = sht N N sht vinyl kitchen vinyl - _ a 1 washer » I tr `� `� c r kitchen co =� �' > » » » 16 �' Closet CO 36Ys" Ys" 38' Y2 27Y2 41 48Y2 38 w 22" 48" 18" 30 LO 0 0 30 elect ADA Toilet Accessories I sink M M sink 74Y2 �39� panel oo linen Grab Bars: Bradley 800 series linen 9Y2" — ' crpt cry Toilet Tissue Holder: Bradley 505 _ elect r M M I ctr I 30 o s sht W °O ADA Undersink \ F. show r o panel ctr dw N _I _I N dw 2 vi�hyl o vinyl ADA shower N Lasco 3636 BFS = = _ La �o 3636-BFS 00 so toilet Pipe Insulation: Brocar Trap Wrap I w/ ADA optio s "' N N ctr o dryer ``' w ADA options M o 00 218 Mirror: Bradley 780 install er r. o- N o M P oo'N w 30x30 » � > 30x30 ath i s all per mf� ADA Toilet: see Mechanical a �� i0 I �I 30 r 18" J o I M M rect frig - - refrig M i� ADA Sink: see Mechanical oven o 0 0 0 oven 0c � (or approved) o we - 18„ range d� '`� M ®� rang 18" foldi g washer we N iv I pantry tr N N c r pantry sh f ctr I M Note: iv N 6„ for Toilet fixtures _N LO see Mechanical drawings 4Y2" 26Y2" 40" 36" JI 49Ys" 42" 52Y2" 40" 2 Y2» 4Y2» 45Y4» 425/s" 49Ys" - 55Y2" 88" 8'-6" 5'-11" 9'-1" 11'-8Y2" 12'—33/4" 8'—6" 5Y2» 3Y2» 3Y2» 3Y2» 5Y2» ADA Toilet 208 Plan 12'-10" 5'-11" 9'-3" C 1/4'=1'-0' Tollet 119 similar 1 Bedroom Type A Interior Apt- 2 Bedroom Type A Interior Apt- A 1/4'=1'-0' C typical of 1 ) B 1/4'=1'-0' C typical of i > 70» 88" 70» 18" ADA semigloss /40" , grab bar 6» paint over „ WR GWB 42 ADA � 01 12' grab bar mirror 3'-8 1/2" 43' 3'-8 1/2" 36 ADA ADA hand adhesive applied grab bar sink & thinbrick veneer '00 Zhardware o install per mfr 2 x NV- � 7 � - � 0 undersink a� � 5/8" type X WR GWB ADA ao 'o i= 7 pipe N i= _ O or cement boardwater closet insulation o N �--I toilet 3y" �-I �18 52 ,18 4" rubber 56"x 8% 2"thick 133/$ 2x4 framing tissue cove base — — granite mantle holder Lobby side only ADA Toilet 208 Elevations 4x6 Zsee-through gas fireplace 4x6 � � (2) layers 5/8" HEAT & GLO ST 36 type X GWB �I (Dtl/44'=1'-0' Toilet 119 similar front as selected by owner from 1 x8 12x12 stone or porcelain the 6» over cement board undelayment 5» 4 12" 10'-0" 12" 5 3/4" quarter T 1 6„ 133/8" 5/8 round 13'-0" M 1 x2 resident mailboxes front loading brass Salsbury Industries model 2016FL w/ clear windows & peripheral trim N coordinate options w/ Owner soldier course beyond u7 from 1 x6 3 4" quarter �PSL Beam w/ wrap - / 2x4 framing 4 round L1x1 hemlock trim �_2x box beam align w/ beams & soffit 5Y2 framing w/ G 4x6 column w/ wrap con tin u ou S from 1 X8 from 1 x hemlock GWB at WQII 2" granite mantle Date: Plam counter corbeled brick suppurts he I k veneer P IFC w/ Alder nose N w/ soldier course between 3/4 hemlock veneer PWI 1x4 nose � over 3/4" PWD base GWB 1 X4 O1/15/10 co 1 x4 t m o 0 0 see-through gas fireplace 3y2" N HEAT & GLO ST-36 I 1 x6 hemlock nose 3 in front as selected by owner 23/g `M° soldier course base ��1 x4 trim Note: align face ,�5/8" GWB front all WOOd t0 be hi typical base stain grade 5y2„ hemlock Sheet: 353/s" 01 6'-3 1/4" 24" 30" 24" 18�i�" 22Y4" 22Y4" 18'100 /s" 353�" 2x4 cripple wall seat seat 2" BC BC BC 1Y9 varies 2x4 framing A14 9'-3 1/4" 82Y�s" 2" 8A4» DLobby Wall Lobby Fireplace Window Seat u Apaatrment Column / Wingwa ( ( 3/8'=1'-0' D 3/8'=1'-0' 3/8'=1'-0' U 3/4'=1'-0' 2'-2 5/8" 1'-11 3/8" 24" 30" 24" 12" 30" 12" 133/s" 267/s" 133/s" 29Ys" 3/4" T&G hemlock soffit WC WC WC WC WC WC WC non-rated soffit under ceiling mechanical soffit GWB front m w 0) a) 0) M � _ 1, >,, 1 xl hemlock trim 3 typical at Corridor & Lobby a 3 rn micro 0 0 recessed can light fl 1 1 2" dia grommet wave wall mount / 9 fire extingu sher n. flr 3/4" hemlock PWD top " Plam backsplash - 1 x2 over 1 x4 chair rail 2x4 framing I 0OL:1 typical at Lobby & corridors Plam counter rn 00 rn 00 0 1 hour rated shaft 00 00 refrigerator 7/16" OSB (2) layers 5/8" o 0 0 0 o parallel 0 0 chimney approach type X GWB shaft oven (3) 8" dia. VTR continuous all sides _ _ dish / from concrete floor washer range o through roof M 1 x4 base w/ 3/4" fire tape only quarter round shoe 0 provide firestopping LA lot at flue penetrations �303 17l Ys»12" 36" " 24" 24" 30" 24" 12" 30" 12" 24" 57Ys" .1 e24" 12" 18' 29}fi" 36" 12" 5/8" O 2x6 framing (flat) BC 1" DB SB DW BC Range DB BC BC WC refrig 3Y2„ BC type X 50Y2" GWB U 36Y2" ���6 Type B Entry Type B Kitchen a;1S 3 42Y2 .--� 4x4 ceramic tile A 3/80=1'-00 3/8'=1'-0' Ian over cement board U » 1» laundry/ V$ 1"_T__ 1" soffit to Laundry laundry/ 1 41Y4 y/ 36 36 183/s�� 37" 2 BR apt onlyol 173/s» 423/4" whole house WC whole house WC WC soffit to Laundry bathroom exhaust exhaust 34"dp exhaust 34"dp 34"dp 2 BR apt only intake grill 0' 33j" deep a) �� 33j" deep soffit �� a, a, °' O �� N „ — — soffit ❑— — — — — — — — ❑ 5/8 GWB - PLAM over recessed lights coorinate 3/4" PWD base 2 BR apt only w/ shower 2x2 oak nose 4" Plam backsplash future lock for 42"x42" 37„ vi dryer dryer Plam counter w/ 42" ADA mirror Lasco Lasco °o 1 x4 oak trim grab bar 1212 = 4836-BFS 4836-BFS M I I Alder nose & trim ADA - ct 00 - 00 - water acrylic acrylic o a� c closet 00 shower o0 shower stall o o stall w/ grab bars � � � 4x4 ceramic tile q o 0 o no seat � over cement board O 0 "� washer washer io io - M typical base M M o v M O 0 t 5/8" -Z:: typical shoe only - � ❑ ❑ GWB Vat recess Fireplace Xtrodinair 13Y4" „1 27" 1 8„ 1 27" 1 36" l» toilet tissue 1" no recess 36Y2„ P holder FPX Space Saver gas fireplace 1" 1" set in grout WC open WC open BC 18" 24%" 9" 24" 9" 23Y4" Ll8"elevation top or rear vent as necessarycoordinate w/ mfr front as selected by owner 34 dp 1 B R Apt 34 dp 34 dp 2 B R Apt DB SB DB WC p p 18"dp 18"dp Apartment Firep ( ace Type B LaundryType B Bathroom D 3/80=1'-00 3/8'=1'-00 3/8 -1 -0 2'-2 5/8" 1'-11 3/8" 24" 30" 24" 12" 30" 12" 133/s" 267A" 133/s01" 29Ys" 3/4" T&G hemlock soffit f I /WC WC WC WC WC WC WC non-rated soffit under ceiling mechanical soffit GWB front a) a, 0) a) a) a, \-1xl hemlock trim ❑ ❑ iv 33 ' iv ❑ iv � typical at Corridor & Lobby o o recessed can light micro 11 10 M - n � 1 1 2" dia rommet wave wall mount / 9 fire extingu sher 0) 00 3/4" hemlock PWD top " " Plam backsplash sink ANSI 117.1 -� rd sink ANSI 117.1 �°0 • rl work surface Co 1 x2 over 1 x4 chair rail I 1003T .12.4 work su f ce I work surface 1003.12.4 I AN A117.1 typical at Lobby & corridors Plam counter rn 00 0.) ANSI Al .1 00 ,n ANSI A117.1 00 1003.12.3 1003.12. oo refriigerator F1003.12.3 • �", 0 0 0 o parallel approach � �, 0 undersink dish oven/ ❑ I _ v o, (o 00 pipe insulation 4 washer range 00 (o _ o o) � N 1 x4 base w/ 3/4» M M O N E P p 0 M M N N E a M �--I M 0 i. •- a •- M parallel parallel i� "� i� - "� Z o approach approach 0 ^ 1 0 quarter round shoe 0 PP pp ❑ 0 V J 3Y2 3 » 3Y2„ 1 17�» 1 Ys" » 1„ 18 30 30/s 24 24 30 24 [12" 30 [12" 24 57Ys 24 [12to18 29 30 18 ^ 1 1" DB open DW BC DB T rQe A Units: BC WC refrig open Owner's option In compliance with ICC/ANSI A117.1 1003.12.4.1 exception 2 50Y2" �Il Type A Entry Type A Kitchen Provide removable casework and continue floor finish under casework 3Y2„ at kitchen sink and work area � l E 3/80=1'-00 F 3/8'=1'-00 9" wall 1 g3/s» 52» laundry/whole house soffit at soffit to Laundry bathroom exhaust exhaust 1 BR apt only 2 BR apt only intake grill-\ soffit "6-o) 7=7 0) align face 18" ADA 40" grab bar recessed lights I wall at 1 BR apt only 2 BR apt only BC at 2 BR apt only 42" ADA 6" ADA transfer grab bar 42"x42" type shower 4" Plam backsplash ADA hand mirror asco 3636-BF „ 36" ADA sink & _ Plam counter w/ Tl� grab bar hardware / ADA option o0 N /_/ Alder nose & trim install per mfr Date: IFC q 01/15/10 -N 00 � washer dryer BC at all Type A apts - � o c M "� raj M ADA E a) ,— water Co N closet l» 27" 1" 27 1" toilet 1" tissue undersink recess conc 1 Sheet: 8" 57" 8" holder 18» Pipe 42» for shower stall 1„ insulation set in grout BC open BC coordinate w/ mfr 34"dp 34"dp A15 Type A Laundry Type A Bathroom G 3/8•=1'-0' H 3/8•=1'-0' sole plate secure per sole plate secure per sole plate sole plate secure per sole plate secure per shearwall schedule shearwall schedule shearwall schedule shearwall schedule 3/4" PWD subflr—finflr 3/4" PWD subflr—finflr 3/4" PWD subflr—finflr 3/4" PWD subflr—finflr adjacent floor 3/4" PWD subflr—finflr adjacent floor at some at some locations locations LIL 11 7/8„ TJI pro 110 11 7/8„ TJI pro 110 11 7/8" TJI pro 110 @ 16„oc 11 7/8" TJI pro 110 @ 16„oc w/ sound batt insul w/ sound batt insul secure to LSL secure to LSL between between w/ simpson HUTF w/ simpson HUTF 11 $"x1 2r" LSL blocking 1 3/4" x 11 7/8" LSL 1 3/4" x 11 7/8" LSL continuous 11 $"x1 J" LSL continuous between joists at 1 „ secure at each end secure at each end secure to to late intermediate bearing11 7/8 TJI pro 110 p plate w/ sound batt insul w/ simpson HUTF w/ simpson HUTF w/ simpson L50 @ 16 oc secure to top plate ;�FA T1 w/ simpson L50 @ 16"oc between fire tape 8c finish fire tape 8c finish fire tape 8c finish fire tape 8c finish fire tape 8c finish double top plate double 2x6 top plate double 2x6 top plate double top plate single top plate to underside of floor to underside of floor (1 ) layer 5/8" type X GWB (1 ) layer 5/8" type X GWB each side U (1 ) layer 5/8►> type X GWB (1 ) layer 5/8 type X (2) layers 5/8„ type X continuous to underside continuous to underside continuous to underside GWB each side GWB each side 1 hour fire rated 1 hr fire rated flr/clg or 1 hour fire rated continuous to underside continuous to underside floor/ceiling or roof/clg assembly floor/ceilin or of floor above of floor above / 9 ceilin assembly U roof/ceiling assembly roof roof sheathing (or) roof sheathing (or) 1 hour fire rated shaft lid 2 hour fire rated shaft lid 2x6 studs @ 16"oc 2x4 studs @ 16"oc 1 3/4" min end bearing 3 1 /2" min intermediate bearing 2x6 studs @ 16"oc 2x6 studs @ 16"oc 7t 0C 2x4 studs @ 24"oc R-21 batt insulation R-21 batt insulation — sound batt insulation at exterior locations at exterior locations _ (not shown) (not shown) �' 3 a v> U0C PT sill plate secure per PT sill plate secure per PT sill plate PT sill plate secure per PT sill plate secure per � —00 shearwall schedule shearwall schedule shearwall schedule shearwall schedule 3 ct � o � 0C V Note: Note: General Fire Barrier Note: Note: at First Floor Walls ONLY this Wall Type to have this Wall Type to have additional layer All Fire Barriers to be this Wall Type to have additional layer additional layer 7/16" OSB to one side of the studs 7/16" OSB to exterior side of the studs constructed with 7/16" OSB to exterior side of the studs installed for shear resistance prior to installation of GWB installed for shear resistance prior to 5/8" type X Gypsum installed for shear resistance prior to see Shearwall Schedule installation of Gypsum Sheathing Sheathing in lieu of GWB installation of Gypsum Sheathing see Shearwall Schedule at all Exterior Surfaces see Shearwall Schedule lhnr Fire Partition 1hr Structural Wall Nonrated Partition 03/4 hr Fire Barrier 2hr Fire Barrier D ' 3/4B '=1'-0' (:Df 3/4'=1'-0' '=1'-0' Y3/4'=1'-0' General Note: At Contractor's and/or Building Officials request the double top plate Architect shall provide detailed """ """ information specifying the PWD sheathing over attachemnt of the gypsum (1) layers 5/8" type X Gypsum Sheathing VM wall board and/or gypsum „ sheathing as required by IBC over 2x12 rafters or framing @ 16 oc � t table 720, a UL Design, or aVTR GA file. flue shaft flue shaft flue shaft , hr fire barrier , hr firo barrier , hr fire barrier see J/A15 see J/A15 sea J/A15 existing apartment • r� 0 0 0 0 0 pp ❑ o ° V1R flue shaft (2) layers 5/8" type X GWB 1 hr fire barrier see 0/A16 do C/A3 underside of 2x12 rafters @ 16 ocTr �--I General Note: R " The typical ceiling consists of (2) layers 5/8 type X GWB �� (2) layers 5/8" type X GWB each side of 2x6 studs @ 16"oc V. vTRo 0 0 o r, o v,R 0 „� to underside of roof structure continuous to underside o 0 o L T&G hemlock sofft » of 1 hour fire—rated connection w/re eassedl roof assembly typical opartmet entrances floor/ceiling consists of(2) linen shaft layers 5/8" type X GWB to Note: ' hr fife barrier Per IBC 705.6.1 the Fire Wall is permitted to teminate VTR 0 0 0 V1R0 elevator shaft OVIR ° see D/A,6� VTR underside of RC-1 channels @ ° F seer D n,s ° 24"oc to underside of floor at the underside of the roof sheathing of the lower structure @ 16"oc. roof provided: v �� R 1) The lower roof assembly within 10' of the wall has w � OW not less than a 1 hour fire resistance rating and the entire length and span of supporting elements for the 2x6 PT base plate rated roof assembly has a fire resistance rating of `r `r `� not less than 1 hour. NZ NZ zz 0 0 0 0 DV 0 0 0 0 2) Openings in the lower roof shall not be located remodeled apartment within 10' of the Fire Wall boiler room shaft 1 hr fire barrier La D/A16 flue shaft flue shaft existing 4" concrete 1 hr fire barrier 1 hr fire barrier see J/A75 eee J/A15 foundation slb—on—grade V r, 0 � over 6 mil VB Date: IFC crosshatch indicates 01/15/10 compact gravel base as directed by Engineer VM VM Note: vr" Abbreviations: Retaining Wall Hatch Indicates extent of Non—Rated Soffits on Third Floor see D/A2 Soffiting at First Floor and Second Floor similar RH Range Hood Install under continuous 1 hour rated ceiling or floor/ceiling assembly BF Bathroom Fan Sheet: See sheet A15 for dimensions and coordinate with Mechanical LF Laundry Fan DV Dryer Vent VTR Vent Through Roof VTW Vent Through Wall A16 Third Floor Soffit Plan MP Provide Firstobrane eting 2hr Fire Wall PP� 9 GWHE Whole House Exhaust F 1/2'=1'-0' F F F F f17 I 17 17 17 F-1 condenser pad below Note: I hardi plank siding 39x3' concrete pad for condenser metal gutter downspout Install sheating and building paper I 12'-0" over building paper 4" cocnrete slab—on—grade w/ flashing to storm drain before removing existing roof sheating N over 7/16 OSB shth 5 1/2 sack minimum // and protect from the weather I 12'-0" w/ 6x6—W1.4xW1.4 WWF over 2" damp sand casting base provide 6 mil. vapor barrier 11 over 6" min. compacted gravel base protect existing I I 2x6 st ds a 16"oc O I See Structural Notes rooftop equipment w/ R21 batt i sul between A for placement of control joints Fiber lass—Reinforced Shingles 2x6 steovep t a trusses „ g g or step trusses w/ 5/8 type X GWB � align floor level with class A, high definition, laminated �I I 6x8 DFL#1 ove 4 mil V.B. I I existing Dining Room slab w/ 30 year min warranty window head iv 00 I Note: to match existing roof see sheet Al for extent roof truss ® 24"oc shin a over ridge vent I I 6/12 pitch remove condenser for of new concrete sidewalk o � dining o existing Dining Room HVAC I o E E I v addition tgs oo I E relocate other condener I E � ExistingKitchen a» a» cv 222 N see mechanical Drawings ❑ I � � able end truss (n0 work) c t P P g U Dining drip flash rake I I g P 12 wd x 6" d conc. strip ft 0 I w/ (2) #4 bars continuous 5- I Expansion iv align w/ bottom of exg ftg below Kitchen \I 6x8 DFL#1 AO below I window head I assume 4' stemwall U infill existing � 6" conc stemwall t� 4'x2' window flat cl I / # remove exg roof shth 9 w 4 bars horiz C� 24 oc max. N patch to match 6 x10 opening for rafter for 6x6 N w/ #4 bars vertical @ 48"oc lap into _R access and ventilation sidewall at Kitchen FE ,o alternate bend at ftg Kitchen existing 6x6 let into L 24" L/1 � Shingles sloped clg - - .--{ 00 below I F " " 3 1 2 x 9 1 2" F existing Wall » A F F (� sidewall I Ate 5 1/4 x 11 7/8 / / A» 10 —0 I A�� KITCHEN I 00 Fflashing 2.0 E PSL beam PSL beam 6x6 let into t° downspout to storm drain at 7'-2" aff 2x6 rafters 0 24"oc existing wall 6x6 T \ strap each end metal gutter w/ flashing w/ Simpson CS16 8'—o" align w/ k2L4tt II remove exg wall 129P existing lot—off �i existing wall above 10' 2" remove �i ° `° new rooftop HVAC new roof line to remain span existing see Mechanical Di nonbearing DINING Dining o 9 Existing Dining wall Dining below (no work) below Roof Plan Roof Framing Plan Floor Plan Foundation Plan D 1/8'=11-010' C 1/8'=1,_�• B 1/8 It 4-0• A 1/8'=1,_�• Fiberglass—Reinforced Shingles 2x6 over 2x6 P.T. sill plate 5/8" A307, grade A, Anchor Bolt ® class A, high definition, laminated secure w/16d @ 3"oc 48" ox & within 12" of all ends w/ w/ 30 year min warranty new rooftop HVAC new roof to match existing building 4 cocnrete slab—on—grade nut & 3"x3" washer to match existing roof on curb w flashing 7" min. embedment / 9 rake boards & flashing to match existing building continuous ridge vent w/ 6x6 1.4x1.4 WWF over existing attic see Mechanical (paint to match ex 2" dam sand casting base 15/32" PWD sheathing (P 9) P 9 metal flashing (n0 work) over 2x6 joists � 24"oc existing exterior light see slab sealer R-10 polystyrene insulation „ roof Electrical Drawings adhere to stemwall w/ 5 1/2 solid fill rigid existing insulation betewwn joists roof _ stockpile topsoil and backfill align with existing roof 00 slope away from building 2% min framing and match slope 11=III-III=III-11 infill existing metal gutter relocated condenser 6 mil vapor barrier 1�a — — = 4'x2' window (2) layers 5/8" existing and downspout overlap joints 3 ft _ 4" PVC storm drain patch to match type X GWB ove match line to P 18s WEE existing min and toe 00 2x6 joists ® 24'�oc >, Dining Room ei Kitchen P backfill b� at Kitchen j �I 6 min comco pacted 5/8" type X GWB over '� 5 8 minus ravel base #4 bars horizontal @ 24"oc °' II > / 9 exg siding to remain 2x4's horiz @ 241'oc `V ^^ ll I I �lJ field verify depth I : #4 bars vertical © 24"oc s -o 28 -o y P existing Kitchen � align top of footing alternate bend at footing g concrete floor w • �--I 34'-0" 12'-0" with existing (n0 work) slab sealer ct new addition 00 filter fabric & drain rock • Hardie Plank siding over building paper (2) #4 bars continuous 4" perforated foundation drain profile and exposure to match and 12 slope 2% to discharge 2" damp sand align with existing building (paint to match exg) R-21 Batt insul casting base over 6 mil V.B Con West Elevation South Elevation Foundation Detail Building Section remove top soil H J K F provide 6 min. see detail K/A17 Q� 1/8'=1'-0' 1/8'=1'-0' 1/2'=1'-0' 1/4'=1'-0' compactgravel base new rooftop HVAC on curb w/ flashing remove sheathing for ventilation and attic access see Mechanical coordinate curb w/ architect at time 15/32" PWD sheathing of construction over 2x6 joists @ 24"oc ridge vent ridge vent w/ 5 1/2" solid fill rigid insulation betewwn joists match existing rake align with existing roof framing and match slope unheated attic unheated attic archi ec to verifyif m hani I R-38 batt insul existing attic � attic ventilation i nec ssar R-38 batt insul architec to verify if mechanical with insul stop ( ) y attic ventilation is necessary to maintain 2" clear no work fascia & gutter (2) layers 5/8" to match existing (2) layers 5/8" R-21 batt insul type X GWB over type X GWB over wd trusses ® 24"oc vented shear blocking exg siding to remain wd trusses @ 24"oc 0) Date: install beam install beam to match existing dining (2) layers - _ _ X IFC existing remove wall 15/8" type X dining °' addition °' a� 01/15/10 N GWB N 0, R-21 batt insul 5/8" type X GWB over o Dining Room , , addition 2x4's horiz ® 24"oc j existing Kitchen concrete floor w/ concrete floor w/ existing align slab sealer (no work) slab sealer concrete floor floors + F Sheet: 0 1 0 existing thicken slab 2" damp sand L 2" damp sand foundation casting base R-10 rigid insul casting base R-10 rigid insul secure w/ 5 bar dowels @ 1oc over 6 mil V.B over 6 mil V.B A17 remove top soil remove top soil provide 6" min. see detail K/A17 provide 6" min. see detail K/A17 Building Section ^^mr�nn�nrn„nl �n^n Building Section compactgravel base 12'-0" 1/4'=1'-0' 1/4•=1'-0' 1 hour 1 hour 1 hour fire—rated ceiling assembly fire—rated fire—rated ceiling ceiling assembly assembly 2x6 studs ® 16"oc 7/16" OSB sheathing R-21 batt insulation applied vertically w/ 2x6 studs ® 16"oc 7/16" OSB sheathing 4 mil VB inside face edges over framing or blocking w/ 6d common nails R-21 butt insulation applied vertically w/ secure to framing „ 4 mil VB inside face edges over framing or blocking ® 6 oc panel edges and 12 oc field secure to framing w/ 6d common nails (minimum nailing see structural drawings) ® 6" oc panel edges and 12"oc field „ (minimum nailing see structural drawings) (2) layers 5/8" type X GWB (2) layers 5/8" type X GWB sheathing 2x6 studs ® 16 oc 4 panels applied horizontally or vertically 4 panels applied horizontally or vertically R-21 batt insulation 5/8" type X GWB 5/8" type X GWB sheating secure inner layer to framing w/ 6d cement coated, secure inner layer to framing w/ 6d cement coated, 4 mil VB inside face 4' panels applied vertically 4' panels applied vertically 1 7/8" long, 0.0915" shank dia, 1/4" dia heads 1 7/8" long, 0.0915" shank dia, 1/4" dia heads 5/8" type X GWB secure to framing w/ secure to framing w/ spaced ® 6"oc to all framing spaced ® 6"oc to all framing 4 panels applied vertically 2 1/4" type S drywall screws 2 1/4" type S drywall screws secure outer layer w/ 8d cement coated, secure outer layer w/ 8d cement coated, secure to framing w/ �--� 7/16" OSB sheathing spaced 07 oc to all framing spaced CAD 7"oc to all framing 2 3/8�� long, 0.113 shank dia, 9/32" dia heads 2 3/8�� long, 0.113 shank dia, 9/32�� dia heads U applied vertically w/ joints to be covered w/ joints to be covered w/ spaced 08 oc w/ vertical joints over studs spaced ® 8��oc w/ vertical joints over studs 2 1/4" type S drywall screws toe and joint compound toe and joint compound joints to be covered w toe and joint compound joints to be covered w toe and joint compound spaced ® 7"oc to all framing edges over framing or blocking P j P P 1 ' P / P j P j / P 1 P secure to framing w/ 6d common nails tape and joint compounndd joints to covered ® 6" oc panel edges and 12"oc field cement board siding cement board siding �..� PaPer over building a (� (minimum nailing see structural drawings) over building9 paper $.,.� 1 hour fire—rated cement board siding 1 hour fire—rated install per mfr. 1 hour fire—rated floor/ceiling assembly install per mfr. floor/ceiling assembly over building paper floor/ceiling assembly install per mfr. 4_4 . r..{ 0C N continue GWB to underside of GWB continuous to underside of floor above, GWB continuous to underside of floor above, l 1 hour rated ceiling assembly roof sheathing, or 1 hour fire rated shaft lid roof sheathing, or 1 hour fire rated shaft lid U Exterior Wall per IBC 704 Fire Barrier per IBC 706 Fire Barrier per IBC 706 U 0C 1 hour fire rated assemby 1 hour fire rated assemby 2 hour fire rated assemby o 0 rated from inside (fire side) rated from both sides rated from both sides �j o Complies w/ IBC TBL 720.1(2) item 16-1.3 Complies w/ IBC TBL 720.1(2) item 15-1.13 Complies w/ UL Desing No. U301 Complies w/ UI Design No. U356 Complies w/ UL Desing No. U305 (GWB sheathing intercangeable w/ wallboard) C� o (GWB sheathing intercangeable w/ wallboard) o 7; 0o c_n Q, C/A11 Typical Exterior Wall D/A16 1 Hour Exterior Wall E/A16 2 Hour Exterior Wall 1/2"=1'-0" (1 hour rated from the inside only) 1/2"=1'-0" (solid wall at west stair) 1/2"=1'-0" (solid wall at east stair) 48/24 span rated, T&G, subflr—finflr, installed at right angles to joists Construction Adhesive conforming to ASTM D 3498 applied to top of jolts all panel butt joints over joists. 1/2" (min) wood structural panels Secure w/ 8d common nails applied at right angles to trusses with 8d nails (see floor framing plans) wood roof trusses (or) 2x10 (min) rafters CAD 24 oc 11 7/8 TJI pro 110 floor joists ® 16 oc 4 mil VB w/ 3 1/2" sound batt insulation between double top plate RC-1 channels 024"oc (for joists at 16"oc) (2) layers 5/8" type X GWB (2) layers 5/8" type X GWB PWD sheathing over Fasten perpendicular to joists using 1" long type S screws. BASE layer 5/8" type X GWB applied at right angles and secured to BASE layer 5/8" type X GWB applied at right angles to wood roof trusses ® 24"oc (1) layers 5/8" type X Gypsum Sheathing Chanels must be doubled at GWB panel end joints. RC-1 channels ® 24"oc w/ 1" long type S drywall screws spaced ® 12"oc. w/ 1 1/4" type W or type S drywall screws spaced ® 24"oc over 2x12 rafters or framing ® 16"oc FACE layer 5/8" type X GWB applied at right angles and FACE layer 5/8" type X GWB applied at right angles to wood roof trusses ® 24"oc secured to RC-1 channels ® 24"oc w/ 1 5/8" long type S screws w/ 1 7/8" type W or type S drywall screws spaced ® 12"oc at joints and intermediate trusses spaced ® 12"Oc field and ® 8"oc at the butt joints and 1 1/2" type G drywall screws ® 12"oc placed 2" back on either side of end joints. 1 hour fire rated assembly 1 hour fire rated assembly 1 1/2" long type G screws must be spaced ® 8"oc and Joints offset 24" from base layer joints. Complies w/ GA File No. RC 2602 (trusses) and RC 2601 (rafters) Complies w/ IBC TBL 720.1(3) item 28-1.1 6" from each side of the transverse joints of the FACE layer. existing Complies w/ ESR-1153 4.17.2 Assembly B FACE layer must be finished with joint tape and compound. (� FACE layer joints must be offset 24" from base layer. apartment `^'J wr 1 Hour Floor / Ceiling 1 Hour Roof / Ceiling 777-- 5/A8 4/A8 1/2"=1'-0" (typical 1st & 2nd floor ceiling) 1/2"=1'-0" (typical 3rd floor ceiling) (2) layers 5/8" type X GWB underside of 2x12 rafters ® 16"oc Note: Per IBC 705.6.1 the Fire Wall is permitted to teminate at the underside of the roof sheathing of the lower roof provided: ^ l sole plate secure per sole plate secure per sole plate sole plate secure per VJ shearwall schedule shearwall schedule shearwall schedule 1) The lower roof assembly within 10 of the wall has not less than a 1 hour fire resistance rating and the entire length and span of ^ l ,> ,> adjacent floor supporting elements for the rated roof assembly has a fire VJ 3/4 PWD subflr—finflr 3/4 PWD subflr—finflr 3/4 PWD subflr—finflr 3/4 PWD subflr—finflrL at some resistance rating of not less than 1 hour. locations 2) Openings in the lower roof shall not be located within 10' of the ^ � Fire WallL go �■ �1 11 7/8" TJI pro 110 11 7/8" TJI pro 110 11 7/8" TJI pro 110 ® 16"oc ,i (2) layers 5/8" type X GWB (both sides of framing) w/ sound batt insul w/ sound batt insul secure to LSL w/ simpson HUTF 4' panels applied horizontally or vertically /I l between r - between vim _, v secure inner layer to framing w/ 6d cement coated, x 1 7/8" long, 0.0915" shank dia, 1/4" dia heads 11 j"x1 j" LSL blocking 1 3 4" x 11 7/8" LSL " r l continuous 11 "x1 " LSL continuous between joists at / / spaced ® 6 oc to all framing v 11 7/8" TJI pro 110 secure at each end w/ simpson HUTF secure outer layer w/ 8d cement coated, secure to top plate 71 hour fire rated intermediate bearing \_1 hour fire rated / 2x6 PT base late / 9 / i-� w sound butt insul 2 3 8" Ion 0.113 shank dia, 9 32" dia heads w/ simpson L50 ® 16 oc floor/ceiling or secure to top plate floor/ceiling or GWB continuous to underside of floor above, P „ w simpson L50 ® 16"oc between roof sheathing, spaced ® 8 oc w vertical joints over studs roof/ceiling assembly / P roof/ceiling assembly g, or 1 hour fire rated shaft lid / 1 double top plate r e m o d e I e joints to be covered w/ tape and joint compound Note: double top plate Note: single top plate double 2x6 top plate to underside of floor 7 Per IBC 708.4 fire partitions Per IBC 708.4 fire partitions apartment connection 5/8" type X GWB may terminate at underside 5/8" type X GWB may terminate at underside (1) layer 5/8 type X GWB 5/8" type X GWB (both sides of framing) of 1 hour ceiling assembly (both sides of framing) of 1 hour ceiling assembly continuous to underside (both sides of framing) 4' panels applied vertically 4' panels applied vertically 1 hour fire rated 4' panels applied vertically secure to framing w/ secure to framing w/ roof/ceiling assembly floor/ceiling or y secure to framing w/ 2 1/4�� type S drywall screws 2 1/4" type S drywall screws 2 1/4 type S drywall screws existing spaced ® 7"oc to all framing spaced ® 7"oc to all framing spaced ® 7"oc to all framing 4" concrete joints to be covered w/ joints to be covered w/ joints to be covered w/ foundation slb—on—grade tape and joint compound tape and joint compound tape and joint compound over 6 mil VB 2x6 studs ® 16"oc 2x4 studs ® 16"oc X X 1 3/4" min end bearing 3 1/2" min intermediate bearing crosshatch indicates sound butt insulation 2x4 studs ® 24 oc Date: compact gravel ba se 2x6 studs ® 16"oc as directed by Engineer IFC 01/15/10 PT sill plate secure per PT sill plate secure per PT sill plate PT sill plate secure per shearwall schedule shearwall schedule shearwall schedule Retaining Wall 1 hour fire rated assembly see D�A2 rated from both sides Complies w/ IBC TBL 720.1(2) item 14-1.3 1 hour fire rated assembly Complies w/ UL Design No. U305 rated from both sides Complies w/ IBC TBL 720.1(2) item 14-1.3 Fire Barrier per IBC 706 Notes: 1 hour fire rated assemby Sheet: 1 Walls Type PW3 to have 7 16" OSB to one side of the studs Complies w/ UL Design No. U305 Fire Barrier yP per IBC 706/ rated from both sides prior to installation GWB 2 hour fire rated assemby P on o . Note: Complies w/ IBC TBL 720.1(2) item 15-1.13 rated from both sides 2) Minimum nail spaceing indicated. 1) Minimum nail spaceing indicated. Complies w/ UL Desing No. U305 See Shearwall Schedule for nail spacing at shearwalls. See Shearwall Schedule for nail spacing at shearwalls. Complies w/ UL Desing No. U301 A18 1 Hour Fire Partition 1 Hour Structural Wall Nonrated Partition 1 Hour Shaft Enclosure 2 Hour Fire Wall A/A16 D/A16 F/A16 1/2"=1'-0" B/A16(diagonal hatched walls) 1/2"=1'-0" (horizontal hatched walls) C/A161/2"=1'-0" (clear interior walls) 1/2"=1'-0" (solid interior walls) 1/2"=1'-0" (hatched wall at room 219) (at corridors & between apartments) (at intermediate floor joist bearing) 3" 2'-5" 3" metal cap above prj dark bronze finish or paint black B rE M T 1 Iv II alle c n (12) 6" diameter vents from kitchen hoods rake b roof mfr drip flash drip flash metal gutter metal gutter rake y 2 12 12/12 by roof mfr drip flash PWD draft stop rake metal utter metal utter OOO align over draft stop below metal utter metal gutter g 9 9 drip edge drip edge w flashing w flashing PWD sheathing w/ w/ flashing w/ flashing / 9 / 9 000 bulding paper over 2x4 framing ridge shingle over o approximate dimensions indicated OOO — i mechanical contractor ridge vent 6 12shingle I to coordinate metal cap drip flash g / r'idge venter verify manufacturer's standard rake I 6/12 6/12 12 / / I metal cap sizes coordinate to 6/12 6/12 adjust dimensions + 2" in each direction metal gutter _ w/ flashing I fireplace fireplace I metal utter provide screen as previously 6'_6" valley valley flues VTR valley flues VTR directed by engineer chimney w/ valley chimney w/ valley valley w/ flashing " 20"x24" relief air to saddle shingle over saddle n � � to room 312 ridge vent metal cap 9 F N dark bronze finish or paint black N Fiberglass-Reinforced Shingles class A, high definition, laminated fireplace flue VTR sheet metal cap by N slope NOTE: w min. warrant fire rated shaft U Coordinate the location of all roof vents / 30 year Y drip U mechanical subcontractor c� to underside of 9 I \ I with the Architect to avoid locations on (typical roof) g I I edge south facing roof suited for the roof sheathing 1X4 over 1x8 trim LO I uture installation of solar panels. 1x4 comer & base trim ' " 6 9 ' " (� o paint white N $ _0 0 (12) kitchen exhaust 0 $ -0 �--� I Hardie Panel Siding kitchen exhaust kitchen exhaust kitchen exhaust N paint to match 3rd floor shingle over ridge vent corridor relief air metal sub indicated g L6 chimney chimney chimney chimney flashing not indicated coordinate flashing IIMF- M81 w/ roofing contractor . rl 00 _ NOTE: I �"'� 000 combine plumbing vents o 51 with unit accross the hall I y and vent through the north roof o F L Install on ridge at gridline s ) edge I6/12 6/12I mechanical (12 kitchen vents) � � 00 room below dri o 0 (1 Corridor Relief Air Duct) CV valley 1 I finial N i mne Detail � � � ed y @_�,n 1/8'=1'-0' CtyplCal of 1) gutter intake air — o ashing chimney 00 v) s=, 7T ashing I valley valley valley valley valley I w/tal flas gutter or wall I fireplace shingle over fireplace ing 6/12 6/12 ridge vent 6 12 6 12 I 3" 2,-5„ 3" � � flues VTR flues VTR / / metal cap above chimney w/ chimney w/ 3 3 dark bronze finish drip flash or paint black rakeL shingle over saddle 6/12 6/12 saddle shingle over � - ridge vent - ridge vent PWD sheathing w/ bulding paper fn over 2x4 framing a n (3, 4, or s) s" diameter vents metal gutter metal metal metal gutter from kitchen hoods r: t o �•, I 000 Notea w/ flashing gutter gutter w/ flashing N 000 approximate dimensions indicated 14 mechanical contractor drip flash drip flash M to coordinate metal cap rake downspout rake verify manufacturer's standard to storm M metal cap sizes coordinate to drain + I- _T L adjust dimensions + 2" in each direction ' metal cap drip flash provide screen as previously dark bronze finish p directed by engineer or paint black rake sheet metal cap by 612 13 Amechanical subcontractor B C D E F A10 A10 A10 A10 A10 1X4 over 1x8 trim 1x4 corner & base trim paint white Note: of Hardie Panel Siding Roo -F P ( a n See Mechanical for Roof Penetrations N paint to match 3rd floor metal sub fashing flashing not indicated coordinate flashing w/ roofing contractor �..� Install on ridge 8' +/— west of gridline 2 12 i I Istllconnridgeswest side of gridline 9 6 �Chn � n e y Detail (4 kitchen vents) �' Install on ridge 8' +/— east of gridline 13 D (3 kitchen vents) w/ 1/80=1'-00 (t ical of 3) �--� yp :rim � top � sill (12) kitchen exhaust ^ l and kitchen exhaust corridor relief air kitchen exhaust kitchen exhaust VJ chimney (see D/A19) chimney (see C/A19) chimney (see D/A19) chimney (see D/A19) r-„" Iitar 3" 2'-5" 3" metal cap above �+ W' dark bronze finish intake air 12 ],3f 3l¢" or paint black Chimney r 1 PWD sheathing w/ bulding paper over 2x4 framing (E/A19) 6 uu M 20"x24" intake air or 20"x24" relief air to 12 12 to room 312 Notea 6 6 approximate dimensions indicated i+> iv iv mechanical contractor to coordinate metal cap verify manufacturer's standard metal cap sizes coordinate to adjust dimensions + 2" in each direction IT;J MI n metal cap dark bronze finish Note. or paint black provide screen as previously directed by engineer sheet metal cap by mechanical subcontractor Date: q I L�al 1 11 U I I U-JEJ I I L= supplemental saddle or flashing 1X4 over 1x8 trim M117 1 Llinstructions coordinate with 1x4 comer & base trim roofing contractor paint white 02/10/10 0 I Hardie Panel Siding paint to match 3rd floor metal sub mmmm. . . . . . . . 7 . 71— flashing not indicated or point: FFE = 27.90' 1 x12 or brick HardiePla Sheet: coordinate flashing w/ roofing contractor to match existing facility water table siding A19 Chimney Detail Install Intake Air 10' away from Exhaust Air North Elevation E 1/8'=1'-0' (typical of 1) B 1/8'=1'-0' 12" 10'-0" 6x6 block to foundation exterior wall of exit enclosure S S 9 11 1 hr from inside at 4th floor S S endwall TF hanger except as indicated framing 6x6 block to foundation 4 � i 11 00 viewing O O 10 bearing wall to foundation 7tg tg S S viewing Unheated attic 15 S Ir I CO DN 82 sf net acaessare uired ' o O 11 7/8 foists Ca? 16 oc '� 0 4 00 q w/ TF hanger ea end — LL� o window S S relocate exg stair B 10 N C° seat � �4 L I stair not I 11 7/8" LSL ledger B to 4th flr 22" x30" min. indicated I Ag - reduce widths 1 hour rated A9 w/ 5/8 lag screw co DN F to rim @ 8"oc (stagger) ''� M to 36" FE self—closing 14 S I attic access windo UP 'CD I U N seat 4th f loor Framing 4th f ( oor Stair Plan s it FF E ' ' ' A F E D C ❑ ., 8'-6" 10'-6" ✓1 N Section revises A / A8 D 6 1 Un o i/8'=1'-0' Li Li Li L11 iLyd�:11� N OC U/ belt band provide (6) additional I CD attic see C/A10 window type E - � I Locate exg tempered C° glass windows at window framing 4th floor landing provide double (see elevations) king studs each WHI , side of trimmer uninstalled trusses S2 from double top plate vented lower bearing to 8'-1 J" off 12" overhang to sole plate below dbl top plate flashin delete (2) window type C this rake only window sill 6x w/ (2) S16 o str 12 � Per IBC 1020.1.4 ligh well vented 5.4 2 hour fire rated wall aligr shear blk'g may be required due to ao clock tower window E consult bulding official iv w/ (2) n 0 12 strs each d 5.4 prior to installation st L vented of cement siding I N N to to 00 � 't shear blk'g P P ss I ss tg ( tg a `� 46.40 highest floor level 2x8 '� of public asccess N 3 clg joist \ V 1 hemlock handrail 7"x11 J" PSL 8x8 PT N � oo � fire bl w/ eas d edges Balcony post 1 36 ab e tread o _ Guard Rail i 2x he ba ust o see C/A9 . 4 7ile1C 4" maxi u cle t i i a Co w w °' 1LLI ^u, I betweenN f p r k 2x6 spacer er i along wall N .I bullling 0) L stringer o ^00post/beam,/post fire M 4m ewe st N 7 x94 blkg with x4 c PSL conneectio GA File No. Y"P 811.111 secure to bea ith _ secure to by engineer �n nt cement sidin (2) 3 4 hru I s o f i_ I rim joist w/ 8x8 PT N from top of brick 00 5/8" bolts postto underside of °N° building roofaai C° staggered discuss o ® 12"oc detail on Cc minimum _ thursda © head room _� y* I CO 80" above o N tread nose I fire 8' 11y ' Date: blk brick to � su lemental UL Design No. U302 _ g '� pp GA He No. WP 8410 o �` below grade instructions at brick veneer w/ �� L CB88 02/26/10 non—rated PWD shth a� in lieu of non—rated C° i 2 1" bev ed osi w 178 elevation of GeoGrid gypsum shth ao visua con vast lowest level of Fire Department Vehicle Access CMU iv Sheet: 10'-6" 20'-6" 11'-6y2" PT 2x6 kicker 48"x48" ftg 3 from 2x12 (4)#5 e1 way �__Co A20 2 hour fire rated wall 2 hour fire rated wall between building and exit stair 2 hour fire rated wall 4'-8/4" 6'-5" carriage 10'-2y4" 143/4" per IBC 1020.1.4 per IBC 1020.1.4 landing 7 treads eq. spaced 7 J 11"each @ 12"oc max. (contractor to verify) conc East Elevation North Elevation Stair Section revises B / A9 plinth D 1/4'=1'-0' C 1/4'=1'-0' B 1/4'=1'-0' 13 14 1 Op—Ott clock face w/ » from 2x12 cedar trim 48z-911 1oY2 1 hr rated wall flash top to underside of _N 1 hr rated © © © o entry ceiling raise framed roof 12�� OD DD C LSL ledger w/ 5/8" lags be 8ba k Mkil staggered at 8"oc belt band in line w/ floor framing infill porch IL resident 0© I 2 1//16 x 11 7/8 PSL at third floor sun room _ Q, for sun room o w/ mitered corner 96 sf incidental use O© a I O I ACE6 connector PR 3o•■eo- o hr rat O© 0o hd floor joists ® 16"oc J--� D / TF hanger each end .--� 4y2" rescue U WLY, 5'-2" extent of rated wall floor joists II per IBC 1020.1.4 w/ ITT TF hanger ea end stair at third floor provide 3/4" PWD web F3175 stiffener at Ledger ^ provide SD8 x 1.25 C/1 to siffener and leger • .--� Ooo each side of joist LSL ledger w/ 5/8" lags staggered at 8"oc FTIF71Note: Cn Nail or screw PWD subflr to rim and ledger ® 4"oc M Note: Ct o THIRD FLOOR PLAN , hour rated ceiling (2) layers 5/8" type X 00 a WEST ELEVATION crosshatch indicates SOUTH ELEVATION 1x6Sum T&Gsoffit cedarboard finish soil separation see detail D/A3 Provide R-30 min floor insulation work with architect to coordinate venting with fire rating West Elevation South Elevation Third Floor Plan Third Floor Framing C 1/8'=1•_00 D 1/80=11_00 A 1/80=11_00 B 1/8'=1,_00 7 Ct I—� Date: supplemental instructions 02/10/10 Sheet: A21 12 12 2" 2" 6" 6" T&G siding T&G siding bug screen bug screen from 2x12 cant strip from 2x12 cant strip moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier continuous metal falshing ,i continuous metal falshing moisture infiltration barrier U — 1 x4 horiz rain screen @ 30"oc max. 1 x4 horiz rain screen @ 30"oc max. 5/4 x 3.5 hardie trim =� 5/4 x 3.5 hardie trim T&G, hardie panel,or hardie plank siding N N T&G siding U 5/4 x 11 .25 hardie trim 5/4 x 11 .25 hardie trim sealant �--� sealant - 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 (or 2.5) hardie corner trim 5/4 x 4" hardie trim S/4 x 4" hardie trim / r--� 1 x6 backing ✓� 1 x6 backing ^N77\ 5/4 x 5.5 hardie trim head sealant o sealant gable end face of building 5/4 x 3.5 hardie corner trim 1 x6 backing 3 head, jamb, and sill W U0C corner trim clock attic @ window clock attic @ wall Jamb @ T & G `� o N ❑ P Q 1 —1 —0 1 —1 —0 1 —1 —0 moisture infiltration barrier moisture infiltration barrier 1 x4 vert rain screen @ 24"oc 1 x4 vert rain screen @ 24"oc moisture infiltration barrier moisture infiltration barrier hardie panel siding hardie panel siding bug screen 1 x4 vert rain screen @ 24"oc 1 x4 vert rain screen @ 24"oc 1 x2 hardie batten @ 48"oc continuous metal "Z" flashing hardie panel siding hardie panel siding center joint on gable end align with window head flashing continuous metal flashing sealant sealant - " 5/4 x 3.5 hardie trim jambs N 5/4 x 3.5 hardie trim jambs sealant 1 x6 backing 1 x6 backing sealant sealant hardie panel batten hardie panel joint Head @ hardie panel Jamb @ hardie panel J , , , K •=11-0, L ' , • M 10=11-00 moisture infiltration barrier hardie panel siding concrete 1 " or 1 1 /2" verify drain mat and coordinate w/ • 1 x4 sleepers @ 24 oc tube steel railing 1 " • r--� filler waterproof filler membrane 7777 continuous metal falshing continuous metal moisture infiltration barrier moisture infiltration barrier CA cap falshing 0.4g �--� bu screen 1 x4 vert rain screen @ 24 oc 1 x4 vert rain screen @ 24"oc =� 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim p g hardie plank siding 1 hardie lank siding N 5/4 x 11 .25 hardie trim rn 5/4 x 11 .25 hardie trim continuous metal flashing sealant h' 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 hardie trim jambs fire—retardant PWD 1 x6 backing ..� 9 1 x6 backing sealant (2) layers 5/8 drip flashing sealant sealant Ct hardie plank siding type X soffit third f loor balcony Head @ hardie plank Jamb @ hardie plank E • , , F • , , G ' , • H 10=11-00 (2) layers gyp sheathing moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier hardie plank siding T&G siding T&G siding cement board siding 1 x4 sleepers @ 24"oc 1 x4 sleepers @ 24"oc 1 x4 sleepers @ 24"oc 1 x4 sleepers @ 24"oc Date: filler filler filler filler supplemental 7777 continuous metal falshing 7777continuous metal falshing continuous metal falshing continuous metal falshing instructions 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim N N N 5/4 x 11 .25 hardie trim N NP 5/4 x 11 .25 hardie trim 5/4 x 11 .25 hardie trim bug screen 5/4 x 11 .25 hardie trim bug screen sloped brick sill and sill flashing 5/4 x 2.5 hardie trim Sheet: sealant T&G soffit drip flashing soldier course under sill bug screen hardie plank siding hardie plank siding drip flashing A22 (or brick veneer) second f loor cantilever brick f oundation A10=11-00 B 10=11-00 C 10=11-00 D 10=11-00 12 12 2" 2" 6" 6" T&G siding T&G siding bug screen bug screen from 2x12 cant strip from 2x12 cant strip moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier continuous metal falshing ,i continuous metal falshing moisture infiltration barrier U — 1 x4 horiz rain screen @ 30"oc max. 1 x4 horiz rain screen @ 30"oc max. 5/4 x 3.5 hardie trim =� 5/4 x 3.5 hardie trim T&G, hardie panel,or hardie plank siding N N T&G siding U 5/4 x 11 .25 hardie trim 5/4 x 11 .25 hardie trim sealant �--� sealant - 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 (or 2.5) hardie corner trim 5/4 x 4" hardie trim S/4 x 4" hardie trim / r--� 1 x6 backing ✓� 1 x6 backing ^N77\ 5/4 x 5.5 hardie trim head sealant o sealant gable end face of building 5/4 x 3.5 hardie corner trim 1 x6 backing 3 head, jamb, and sill W U0C corner trim clock attic @ window clock attic @ wall Jamb @ T & G `� o N ❑ P Q 1 —1 —0 1 —1 —0 1 —1 —0 moisture infiltration barrier moisture infiltration barrier 1 x4 vert rain screen @ 24"oc 1 x4 vert rain screen @ 24"oc moisture infiltration barrier moisture infiltration barrier hardie panel siding hardie panel siding bug screen 1 x4 vert rain screen @ 24"oc 1 x4 vert rain screen @ 24"oc 1 x2 hardie batten @ 48"oc continuous metal "Z" flashing hardie panel siding hardie panel siding center joint on gable end align with window head flashing continuous metal flashing sealant sealant - " 5/4 x 3.5 hardie trim jambs N 5/4 x 3.5 hardie trim jambs sealant 1 x6 backing 1 x6 backing sealant sealant hardie panel batten hardie panel joint Head @ hardie panel Jamb @ hardie panel J , , , K •=11-0, L ' , • M 10=11-00 moisture infiltration barrier hardie panel siding concrete 1 " or 1 1 /2" verify drain mat and coordinate w/ • 1 x4 sleepers @ 24 oc tube steel railing 1 " • r--� filler waterproof filler membrane 7777 continuous metal falshing continuous metal moisture infiltration barrier moisture infiltration barrier CA cap falshing 0.4g �--� bu screen 1 x4 vert rain screen @ 24 oc 1 x4 vert rain screen @ 24"oc =� 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim p g hardie plank siding 1 hardie lank siding N 5/4 x 11 .25 hardie trim rn 5/4 x 11 .25 hardie trim continuous metal flashing sealant h' 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 hardie trim jambs fire—retardant PWD 1 x6 backing ..� 9 1 x6 backing sealant (2) layers 5/8 drip flashing sealant sealant Ct hardie plank siding type X soffit third f loor balcony Head @ hardie plank Jamb @ hardie plank E • , , F • , , G ' , • H 10=11-00 (2) layers gyp sheathing moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier hardie plank siding T&G siding T&G siding cement board siding 1 x4 sleepers @ 24"oc 1 x4 sleepers @ 24"oc 1 x4 sleepers @ 24"oc 1 x4 sleepers @ 24"oc Date: filler filler filler filler supplemental 7777 continuous metal falshing 7777continuous metal falshing continuous metal falshing continuous metal falshing instructions 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trim N N N 5/4 x 11 .25 hardie trim N NP 5/4 x 11 .25 hardie trim 5/4 x 11 .25 hardie trim bug screen 5/4 x 11 .25 hardie trim bug screen sloped brick sill and sill flashing 5/4 x 2.5 hardie trim Sheet: sealant T&G soffit drip flashing soldier course under sill bug screen hardie plank siding hardie plank siding drip flashing A22 (or brick veneer) second f loor cantilever brick f oundation A10=11-00 B 10=11-00 C 10=11-00 D 10=11-00 -- -- -- -- -- -- -- -- a y y C7 •b w C/I oo CD 0' doo. o c�D Z � `< CD d O n Y a of v' Cn p' trJ � °�,° trJ � n � � �d � d � ° d �• t try t t °�° n c r� •`° 14 " �iy .°� Z a, zzy O Zv°o za°cn c � yao o v y u CJ d y O u CD Cc) n N ` d °° d m O o b s7 b w or w b O c¢D G CD CD ID Cl, CD CD • ' p. 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O CD CD O rn O O ri CD Imo+ ►-� C/1 N N O fA _ _ § ol ° ) kk / t 2 ƒ k n CD2 § § $ 9rA 9 \ 5'CD n / ( / CD ~ \ On 41 -COD ° § ƒ k k k ° k n CDCDCD _ \ \ § CL O @ @ 8 \ k Q@ R 4 § / p \ » 0 7 Q y F E ° # ( CD \ § CD CDw = g / ) m » E E o 0 CD k / ) o k ( k CD 7 7CD / / 7 w o - — - � CHANDLER'S SQUARE INDEPENDENT LIVING DRAWING RECORD: IFC 01/15/10 CURRENT REVISION: 02/01/10 sheet description date revised date description by Al SITE PLAN IFC 1/15/10 A2 FOUNDATION PLAN IFC 1/15/10 A3 1ST FLR PLAN, 2ND FLR FRMG IFC 1/15/10 A3 2/l/10 apartment numbers A4 2ND FLR PALN IFC 1/15/10 A4 2/l/10 apartment numbers A5 3RD FLR PLAN, 3RD FLR FRMG IFC 1/15/10 A5 2/l/10 apartment numbers A6 ROOF FRMG IFC 1/15/10 A7 ROOF PLAN IFC 1/15/10 A8 BUILDING SECTIONS IFC 1/15/10 A9 STAIR SECTIONS IFC 1/15/10 A10 EXT ELEVATIONS IFC 1/15/10 All EXT ELEVATIONS, WALL TYPE IFC 1/15/10 Al2 DOORS &WINDOWS IFC 1/15/10 Al2 2/l/10 apartment numbers A13 APARTMENT PLANS IFC 1/15/10 A14 APARTMENT PLANS IFC 1/15/10 A15 INT ELEVATIONS IFC 1/15/10 A16 WALL TYPES IFC 1/15/10 A17 DINING ROOM ADDITION IFC 1/15/10 A18 WALL TYPES IFC 1/15/10 S1 1ST FLR SHEARWALL IFC 1/15/10 S2 2ND FLR SHEARWAL IFC 1/15/10 S3 3RD FLR SHEARWALL IFC 1/15/10 M1 SPECS & SCHEDULES IFC 1/15/10 M2 MECH SCHEDULES IFC 1/15/10 M3 RISER DIAGRAM IFC 1/15/10 M4 1ST FLR PLUMBING IFC 1/15/10 M5 1ST FLR HVAC IFC 1/15/10 M6 2ND FLR PLUMBING IFC 1/15/10 M7 2ND FLR HVAC IFC 1/15/10 M8 3RD FLR PLUMBING IFC 1/15/10 M9 3RD FLR HVAC IFC 1/15/10 E1 SITE PLAN IFC 1/15/10 E2 1ST FLR POWER IFC 1/15/10 E3 1ST FLR LOW VOLTAGE IFC 1/15/10 E4 2ND FLR POWER IFC 1/15/10 E5 2ND FLR LOW VOLTAGE IFC 1/15/10 E6 3RD FLR POWER IFC 1/15/10 E7 3RD FLR LOW VOLTAGE IFC 1/15/10 E8 SCHEDULES IFC 1/15/10 E9 SCHEDULES IFC 1/15/10 E10 CONNECTION & DINING IFC 1/15/10 Cl COVER SHEET IFC 1/15/10 C2 EROSION CONTROL PLAN IFC 1/15/10 C3 SURVEY IFC 1/15/10 C4 SITE &GRADING PLAN IFC 1/15/10 C5 UTILITY PLAN IFC 1/15/10 C6 SANITARY SEWER IFC 1/15/10 C7 NOTES IFC 1/15/10 C8 DETAILS IFC 1/15/10 CHANDLER'S SQUARE INDEPENDENT LIVING DRAWING RECORD: IFC 01/15/10 CURRENT REVISION: 03/25/10 sheet description date revised date description by Al SITE PLAN IFC 1/15/10 A2 FOUNDATION PLAN IFC 1/15/10 A3 1ST FLR PLAN, 2ND FLR FRMG IFC 1/15/10 A3 2/l/10 apartment numbers A3 2/26/10 rooms 124 and 125, soil separatio A4 2ND FLR PALN IFC 1/15/10 A4 2/l/10 apartment numbers A5 3RD FLR PLAN, 3RD FLR FRMG IFC 1/15/10 A5 2/l/10 apartment numbers A21 2/26/10 sun room addition A6 ROOF FRMG IFC 1/15/10 A7 ROOF PLAN IFC 1/15/10 A19 2/10/10 chimneys A8 BUILDING SECTIONS IFC 1/15/10 A9 STAIR SECTIONS IFC 1/15/10 A20 2/26/10 revised clock tower A10 EXT ELEVATIONS IFC 1/15/10 All EXT ELEVATIONS, WALL TYPE IFC 1/15/10 A22 3/18/10 rain screen exterior details Al2 DOORS &WINDOWS IFC 1/15/10 Al2 2/l/10 apartment numbers Al2 3/15/10 10, 17, 19, 59, 187,188,189,190 A13 APARTMENT PLANS IFC 1/15/10 A14 APARTMENT PLANS IFC 1/15/10 A15 INT ELEVATIONS IFC 1/15/10 A16 WALL TYPES IFC 1/15/10 A17 DINING ROOM ADDITION IFC 1/15/10 A18 WALL TYPES IFC 1/15/10 S1 1ST FLR SHEARWALL IFC 1/15/10 S2 2ND FLR SHEARWAL IFC 1/15/10 S3 3RD FLR SHEARWALL IFC 1/15/10 M1 SPECS & SCHEDULES IFC 1/15/10 M2 MECH SCHEDULES IFC 1/15/10 M2 2/18/10 sheet M3 RISER DIAGRAM IFC 1/15/10 M3 2/18/10 sheet M4 1ST FLR PLUMBING IFC 1/15/10 M4 2/18/10 sheet M5 1ST FLR HVAC IFC 1/15/10 M5 2/18/10 sheet M6 2ND FLR PLUMBING IFC 1/15/10 M6 2/18/10 sheet M7 2ND FLR HVAC IFC 1/15/10 M7 2/18/10 sheet M8 3RD FLR PLUMBING IFC 1/15/10 M8 2/18/10 sheet M9 3RD FLR HVAC IFC 1/15/10 M9 2/18/10 sheet M10 VENTING AT ROOF IFC 1/15/10 M10 2/18/10 sheet E1 SITE PLAN IFC 1/15/10 E2 1ST FLR POWER IFC 1/15/10 E3 1ST FLR LOW VOLTAGE IFC 1/15/10 E4 2ND FLR POWER IFC 1/15/10 E5 2ND FLR LOW VOLTAGE IFC 1/15/10 E6 3RD FLR POWER IFC 1/15/10 E7 3RD FLR LOW VOLTAGE IFC 1/15/10 E8 SCHEDULES IFC 1/15/10 E9 SCHEDULES IFC 1/15/10 E10 CONNECTION & DINING IFC 1/15/10 C1 COVER SHEET IFC 1/15/10 C2 EROSION CONTROL PLAN IFC 1/15/10 C3 SURVEY IFC 1/15/10 C4 SITE &GRADING PLAN IFC 1/15/10 C5 UTILITY PLAN IFC 1/15/10 C6 SANITARY SEWER IFC 1/15/10 C7 NOTES IFC 1/15/10 C8 DETAILS IFC 1/15/10 L1 DINING ROOM LANDSCAPE 03/25/10 L2 INDPNDNT LIVING LANDSCAPE 03/25/10 PLANT LIST 1 03/25/10 C- J\I N D oo g y o= -01,0 ; lag Z�� -Io F� P�z F N n P II WP GFl ❑ T V B@E ZQ: Z 9EJ cn N CA <n cn c> v c m N � rn c m Q m Ej m o v n CDn n m O Cn m m m n a n m rm = m z ITI rrn rn �v ZM �v I I I I TI X C CO ;U .0 -U Z r ;r,, C- -1 m 0 0 CD D � o :000Ja� v, -P, wty 0 N 0 CD N � > l~]1 "' O �' O = • .� W O ' -0 m �n m m C rO r z mn�= mZ m n O D D m ZO O D D X n or cZn7 rr n W O D n C CC) N m D O � m 0 m D O Z O z C) 0 O ; m =r G� D r 0 = Z r G� = Z r Z G7 O Zc c c o rr, Z = 0 CD 0 O" CD r 0Z 0 CD 0 • CD D RA 20 ; I I CD �°. a O o' o CD nr a�a ^' � CD CD n CIDO CD � �X� � � Crl o og g D � �. 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C-) C-) CD m2 I D� o �C o o 1 CD r r n �? n n n n n N n a a a a a CD w F N �h p i c� c� cn x C c� CA m iv I Cp NN � Cn c c c r c c m c � C- c c c c c o Cn �z CD O CD CD - C) z 0 C) c C) C) p 0 0 0 0 0 0 0 O n O Q �,: '-O , _ m = m m n m m m n m m m m m m n t -1 CD - z z z m z z z z z z z z z m D n C�- p O o cn cn cn Cn -a Cn Cn m Cn Cn c� m c m c c c m c c m c c CD � � . .- • m n n n n n n n n Cn n n r o m N m m m o m m m m m n z m m m m z m m o m m `C 00 .r.cD � �- z A � ►- • � � 0 0 o O 0 0 0 0 0 0 0 0 0 CD CJQ m m � D D D D D O a o O �. �, �• CD O O Z O Z = 0 m � � c� CD > CI, � dare (� "i c� cn rn c7 rn r rn rn rn r rn n r r (n O n n n o n m o N o o 0 o O o K n 1 1 = Z I I I I C7 C-1 C-1 C c7 4 N C 4 --AO C 4 Co CC4 CA m O fV fV fV C:) m IV C4 (7 = O O C7 O GJ t0 r O N C7 C7 C N X x x x N c,, CDc J Z m CO CO Cn Cn cn m cn r m m m CD CD Ln » C-) n n n m = N N z z n n n �C D C C C U CD m r c o 0 0 CD N N N O C N _ _ _ _ C� Can C� N C� 0o C-n C-n Cn C�JJ X N X r N pip N n C N pip N C�JJ 11 C7 C7 C) C) rn Mp CD rn rn D n-r c z m G7 Cn O 2 I ' Z Z c7 m r m o W o � � Chandler's Square Mark E. Christ Architect NCD v00a 00 CD v, n � � 810 Bennett Street �� v e7e�G7 • Independent Livingy r �=nSedro-Woolle , WA 98284 D phone (360) 855-1546 CO `° NJ z�r �� bd D �P ❑ 0 0 o -77T-FT ❑ 00 0�� 0 � UP 11 Ln UP � II ' ^ r r V I CD 0� OO OO 0 • YI E- • AF N O ♦ � N N u ♦ m N —T1 G) G7 A T OO Nr O ❑ O A v v Li Li Ui T O ❑ ❑ 0 0 D ❑ �p � o ro 0 1, Oo Oo N s Z °N ❑ C+ Q ❑� -70 + ❑ v O D 0 � 1 00. ❑ ❑ a D —A v v D ALLE (mil is 2 S AF LI-1 E rWE YI ♦ til N N LI ♦ N ❑ �❑ O O ❑ ❑ ❑ o Ear 00Ll O O m Al N O ♦ + N ❑ N + ' N N D N u V J T ❑ ❑ Q) ❑ Z N 1 m IA D A � V N O J l a W v \ ( W v ❑ v v o O O m a �I I I D 0 ❑ � ❑❑ u0 ❑ � ❑J❑J u0 ❑ ❑ ❑ a NtEL N T \O ❑ D n O a n OA 01 ❑ a �N 0❑ � �� � _. � D D � D D N g � mo T ❑ ❑ A � N O O y p ❑ 1 P C ; ❑ a O O � ❑ ❑ a �' CU ❑ ° HC4 0 1 o N Gd D -0 m X � x r. r. ic p rm- Dmm ; � D ;UmZC7 m p" � N� ro a o Z D y O D +� � mZr � N N N ❑ O ❑ — =OE L ❑ s D � N � o ❑ N D � g d C m N D m m N ❑ m � g d s s s s m m g o g o � I ❑ � 0 uP UP UP UP m O W Mark E. Christ, Architect N Chandler's � 3 Q d O O 7 �, 810 Bennett Street � Cl)c7 m N ,_ � CD Sedro-Woolley, WA 98284Indenendent Living phone (360) 855-1546 (D CD N DWr :zm- U 0 o a mo Dtip ❑ ❑ ao Y1 71 —3 CD o❑ e- O o a ao oa a o O a o❑ a 0 ❑❑ �z301 -LEL=E FT7 � ❑ C O o El Q ° OD ova o COu 17 ro a 1 0 0 L -2 P ❑ ❑ ❑ O O O O ❑ ° ® ° a 0 N x ❑ ❑ ❑ ❑ —zc P o � 0 0 0oLL I u0 0' o o ILI 0 0 0 N No Me a � x z L) 71 L) ��r �I ❑ � x x p O E (0 ao T:7 71 x O O N aN N Q❑ N 0 N m m O❑ mWO m 0 uP Oa UP.4 6'i p l) Chandler's Square Mark E. Christ Architect N TJ _ ~ ~ �-' r w n 810 Bennett Street oSedro-Woolley, WA 98284 CR�I> Independent LivingQT) -0 ,phone (360) 855-1546 N ��r ❑ ❑ ❑ No ❑ NO ❑ o � O DNa m ♦ N \/ N � ♦ O G O O � -N ❑ ❑ 1 O ❑ ❑ C :3 r0 7n Q O O a O T1 00 90 CO 00 0 0NO ON ❑ Z ❑� r❑ O a O ❑� �❑ a m N N UD r V O O �L./ Z _-, � � P � 0 0 � Pw S �� � 00 C+44- r�� ----= - :3 00 Oo ❑ Y 7 `�'--� v v n(PA a L 3 3 � � r r 7"' D O ❑ O O O O O O O ❑ O O ❑ G a ♦ N N N N + m G N N N � o N 077-JC N; F4 r N N U a ■ CD r ■ \ \ v m N N O O �] `n U0 Uo 00 _ O G T N T 3 a - no 3111 ❑ C 10 Mc El ` o g o �❑ G A ♦ + N p + ♦ P G W W 0 ❑ ❑ 0m 0 0 Li ❑ o ❑ ❑ O D O ❑ F Z7❑❑ [EIEJ �❑ ❑ ❑ ❑ ❑ E c Li D LJ n'I N _ D r-4] 0 37\� D Ll cD 11 F-1:::� b / UdJ m O D m u� r tD /m m c0 m m N ❑ o ff` � O N r ❑ o ❑ O O � L J Fn O ❑ ❑ G A ♦ f/ N ❑ O OO NO � NO Na Cn NO U1 6'i p o Chandler's Square Mark E. Christ Architect N �Tr7lJ _ ~ ~ r-' r n 810 Bennett Street J C7)C,>G^1 oSedro-Woolley, WA 98284 CR Independent LivingQDa)phone (360) 855-1546 CO �vnr M- ❑ ❑ Na (E) FEI moo D N0 0 r ODV) j-0-�-PE:]L :H-- -LO40 _IE:]L::�ii n YYYY • o E « • CD o❑ 1 0 « 00 Oo « o 0 0 0 O OF] F F Z EJ O El 1z I El < Oo ° Oo � 7, 8 DO Oo o �� 7"' ❑ N (J__! W r ❑ o Q o o 0 o0 0 0 0 00 00 El 0 0 ❑ N O M(A ❑ 0 0 a0 UO 0 o o ❑ ❑ n O �❑O O 0 Not E ° I v Oo o Oo 0 t2lu t0 N_ 0❑ ❑ 0 N m O CO, N 0 ❑ O 0 Ln N p❑ � � °° 0 ❑� 0 0 0 0 N O NO PL 41 6'i p l) Chandler's Square Mark E. Christ Architect NTr7lJ _ ~ ~ r-' r n 810 Bennett Street J o Sedro-Woolley, WA 98284 CRIndependent Living QTi -0 phone (360) 855-1546 N r M- ^3 n ^^3 n Y � Y � -- O -- O n n C � V C7D ' V Zr D P p r0 P r 0 N n o n 0 (o O n o (o m0z D m = Z z bd o D � o z o O O Dip- O r0 -3 o 1 -5 [ N13 S o S 0 (p7K NO �L!7 Q o0 � 1 :3 O o Q O O m O ❑ ❑ Na o � o ❑� o o 00 ❑o G a N N ♦ a G N � N � A A D v o F�F m m Nw 0 ❑ 0 ❑ ao S ao S 0 j o ❑ ❑ o ❑: :=E: T ❑c all CAW , T D v O O 0w O 1 Z O 0 0 L O y C 0D L C 0 v v m 9 9 ' V ❑ ❑ I A� D V G A t L1 N N 4 + p O O M T O O O V 11 O O G .I ♦ N N + G � ( N T v O N D -P Cn LN w v / D D O O El El W W Ll w ' ] u o ' o u o D 0 W 0 W I O N / O i O ° O O G N N ♦ p W G 4 G7 D 4 'ODD r I D v V CO 90 V C:fl D Oo 0 OD L Z ILI i:E]n ❑ ®1Fq X 01 ❑ E 3-01 ❑ I o ❑ coo � L Z 0 0ri cm 00 � o 00 D � o � A A W ❑ W r ❑ o W o W coo u u N m N u ♦ a p ' O O 00 O O 0 Na Na O Na NO rn o , Mark E. Christ, Architect N Chandler's � 3 Q d O O 7 , 810 Bennett Street � Cl)c7 m n C Sedro-Woolley, WA 98284Indenendent Living phone (360) 855-1546 (D CD N Der �m- 3 n -- 0 :5 n < � P n �o O > 0 0 Z � r El O r;U N n c �p O m0z STD N M �n =O z nz rm On ;K O r T Z 00 0 0 • I � o❑ o / S0 r El No O T 0 1 Z Y � z r�''� O 0 O W T 0 r m � V � V Y El -NO M00 O O Na 00 00 ❑ o � o ❑ w N � EF 7 0❑ ❑ 1O:U K0 O I 0 0❑ 0 OD ❑ � � ❑ o o0 ❑ � Ell)o-9 0 0 0 •�� 0 r w n(4 0 [ FP o C ❑ o0 00 =LJ 0 00 ° 00 — ❑ 0 O 0 ❑ N ] o P -70 ro H(C-41 0 0 LJ n � 301 00❑ 00 0 0 ❑ Eel n14 L r IF Ilk 00 0 0 0 0❑ 0 Le » a � RO « o w allo � � w 1 7 a Jr o No o � 6i p o Chandler's Square Mark E. 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Christ, .Architect N MC),W �_" I 1 + ,fir �cr ' �, 0 a: V,�Wc C,O#. v, a 810 Bennett Street �P � t'1it".IGO) 0 0 1.�c, Sedro-Woolley, 'SNA 98284 a M - �v;ar In e endent Living phone 360 855-1546 �°'-t""� ,,,,,[ 7;� rn x O n (' ZF r+ 0 D _0 M O 7 x r fi — r v/' tj :3 < 0m O m - x 00 C+ �__ `� I = Z m � v DWG CD CO D (nD -0O � nrDmD I OmZD Q O I mm wz Z0moc) 0 N m Dz N M Z � � vm — D �0 Z I C C C m m I Z0LU- X I 0zN ; m0 w0 *m < m �m DmmrmDm O = m Z 9: 00 0<0 =.0mm Ox (nmmO � zm mmm 0 m l Y mz m;U =ZP� �O ao� Z =OCDCvp DNO m (n0 (n� mm -< o mZ mD � d — x< 0 -10 0 z � � m Mmr � n0 mZ�zO-N : Ori z O cnD (� X 0 m 0 cn C� LnI-- I �o N = ten zn cnDm ODz z0m n� 2z i ZED - mx DrZzm00 x mc) m- -4N 0 X m � - Z � � 0 m r � c�ppc� DC fir- --I m =cn � � or � D c DC20 r � y mo �x � coDZm 0 Nm Z p z �0 U : (n mz �0 � m = x -0mZM m N =cc = - cry zm x z D O � cn ox Dmv� m X 9: °r° m > < zz cn z m m m z r iT o (n � cn c) z O - 0 r 0 � � �" 0 X -1mzZ Z C z0 N N O� m07 O r � oz c_ � m � _ Ukts ) kts ) W bd - bd PrI ao Q 00 T u 0 coorD r • :3 p V — o 0 0 0 C+ TI I - Q O �+ 0 h D I n I D N o o I � D I (D n �, o N N a C ZD o O O N D C� N 0 N(.0 I 4 I �� �+ I o 0 0 o(nozo (n > I ro -- X �� n r `,Q c �Z =�m — c �W m Zr- c� TCmnD ICD0 0� ^V 0mroomn W �n& mzW -n O z0 O0 , m--I ;.0, >W > MO* ZOND D Z - 0mmDK x mr rZ vnD Cn n r r =! ;U r > m�p or� :* m � 0mm 0 mm D zz � 0ao 7p (n 0 �--I x r- DvmO 0 D O� N 0zr- - Zz CO 0 O 03v01-- M 0r- Z D X m - m co Omz z0 Occvm O r X K:OmN0 m 00� NZ0x-t r ZZ o Fri D r0 C� zcn� :* m -i= m o z m o W o co Chandler's Square Mark E. Christ, Architect NCon 0m :3 CL 05. n 810 Bennett Street O z D o Sedro-Woolley, WA 98284 DIndependent Living CD phone (360) 855-1546 `o `� NJ z r �� 05 e. A 4 rt acc�• ch - t ' --lip, ... YTOA �: � �.-. marts _. . ....._,, ._ _. _ . .. ..., .. . .. , f e�r r_�—cx'_�_ A'/ +Uej 11114 Oaf --- ._ � f � z � existing " at r t (no work) Oh 2 W164� Y C3 C,IZ �� 1 _. _ I if f, I �__' existing tr lawn (no ork) 3 { - ', ,t exi to c Crete side ik (noXork) EL 320 r �€ s .—..... If 1 � { .i. l • yr ._— _ _. }...� � fi � j 4 ///f 17 IN, 4 1 , l i. ,„,! � e �;}•, ' t�� � (10. etc. ® s J `` ._ __.. 1� p � - � ,•`. ,. - 30 28 o ( L a a a !t v� va l�n1t��st5 Ai�1��v ` � ' A NVR c .1 � 1 dining addition ex sting d ning 3 ° X FFL 27.9 2 .9Ce$` m li j / 51 IV, OCA Vn��-evlA aArQ a i e' Fjj ( `ems— -- 00 AVL lr+ 2 , �' 0 i f if "vvl �te_c- / b existing ( � ' ° concrete pad s Y C .F .r :C J `x �s (no work} �.(?r _ _ _ ._. YAC 0,-0 €' dep IL-IS �J( 3 S [� DiningRoom Landscape Plan NIAC". ND _-Su6A�A,n n S LkA'14 DJ i € i .. .. .. ...s.... C r. t n e�1 f^ �} ... ... ..... ....... - J V..'v t�A L-._-D# !CY e�e.._.., �� s F tee... o e KATH RYN FOO L E .. - _ LAND5CAFE DE5(GN ' _4..._ 360 855-2194 ..._.............. . .... 81013ENNETT 5TREEt - SEDEzO-WOOLLEY,WA 98CHANDLEQ SOUATE 284 ! C WA Certified Profeoolona! ` I P Hort!cutturlot 1 Kathryn Poofe 1 CPH #2146 - vvo\9( r I L ' V O l _5" .l '4'M Rj�I Through 3-51-2012 L 141", } . r t t # jl� ool ICDS� A e . d' Qe p tick 1 J J D ro ,1 4 t? o o t VIL + ( t �t ,, '�� t ,�— o 69 Ufsl� �'.��C�X'iC - - ._ Cf i 71 6� 'tvtCcS / % V --goca 'R 0-a-M,&OL flD46�- /1-7D Vt It I I i yo-A r�Lee w � ` �i ... t a l...t.�� „ +..Y'hi._, ...,.,.✓_...�.'""I'.^4.?+."'�-'f.,i..<:_.,�,/.`.,l.c�...V„t.,.�__.._.. � } - y „ t r Z O i} pp4Ox-k — � r N- att Jew o I f a j l�' Y U o s � t 1 1 � � ww i f t , . . y • J WS. �- . __,__..,. .._--�- - — _ --• - - v/i j 4+L �1 e is w� on�s rzY2 )\4:EU C-2 ! - {t k \A n C- 4-0 �� LCe_VI 0\.JP-� ` G a AMLE s SCARE Lc� E-L r- ,7NC IndependentLandscape Plan La `i Name Size Spacing Quantity Cost Ea Cost Notes rhody-existing &moved b&b 4' 15 Rhody varieties Aztec Pearl Mexican Orange 5 gal 4' 5 Choisya ternata 'Aztec Pearl' Weeping Atlantic Cedar 15 gal 3 tagged at Rudi's Cedrus atlantica 'Pendula' Rock Rose 2 gal 3.5' 39 Cistus x hybridus Little Gem Dwarf Candytuft 4" 18" 21 4"will accommodate nooks in rocks Iberis sempervirons 'Little Gem' Dwarf Deerhorn Cedar 3 gal 3' 10 Thujopsis dolobrata 'Nana' Golden Hardy Fuchsia 1 gal 10 Golden foliage, red & purple flowers Fuchsia Magellanica 'Aurea' Compact Hardy Fuchsia 1 gal 2' 14 'Tom Thumb' or'Jingle Bells' Fuchsia Beardless Iris 1 gal 24" 9 or qt. size at 9.98 Iris foetidissima colorful seed pods in fall; evergreen foliage Winter Glow Bergenia 4" 24" 42 twice blooming once established spring and some fall Bergenia caordifolia 'Winterglut' 4"to accommodate rock walls Tassel Fern 1 gal 24" 47 Polystchum polyblepharum Pink Double hellebore 1 gal 2.5 11 pink doubles are the showiest color Helleborus x hybridus 'Double Mardi Gras Pink Dwarf Oakleaf Hydrangea 2 gal 3' 22 compact, to 3' Hydrangea quercifolia 'PeeWee' Oakleaf Hydrangea 3 gal 5' 6 Hydrangea quercifolia Cambridge Hardy Geranium 4" 18-24" 60 very low, partially evergreen Geranium x cantabrigiense 'Cambridge' 4"to accommodate rock wall Compact Evergreen Bluberry 3 gal 3' 3 to 3', semi-evergreen Vaccinium a. 'Sunshine Blue' Blueberry 3 gal 4' 6 2 Blueray, 2 bluecrop, and of course 2 Chandler Vaccinium Normal height, 4-6' Silver Lace Corsican Hellebore 1 gal 2.5' 27 Helleborus argutifolius 'Silver Lace' Joseph Lemper Christmas Rose 1 gal 20" 34 Or'Jacob' is just as nice Helleborus niger'Joseph Lemper' Wester Flisk Hellebore 1 gal 2' 12 Helleborus foetidus 'Wester Flisk' Macrantha Azalea 1 gal 3' 5 good winter foliage Azalea 'Macrantha' Weeping Japanese Maple b&b 9 tagged at Rudi's Acer dissectum the 25 gal goes at ground level on west side of older bldg Japanese Maple b&b 2 tagged at Rudi's Acer palmatum Cole's Prostrate Hemlock 2 gal 3' 20 Tsuga canadensis 'Cole's ' Eternal Fragrance Daphne 1 gal 11 blooms all summer-fall Daphne x tranatlantica 'Eternal Fragrance' Common Polypody Fern 4" 20" 32 will climb the walls some to be planted in wall Polypodium vulgare 4"to accommodate rock walls Beni Gaku Lacecap Hydrangea 5 gal 6 Hydrangea serrata 'Beni Gaku' Dwarf Cranberry Bush 2 gal 2-2.5' 9 Viburnum opulus 'Nana' Cranberry Bush 5 gal 1 Viburnum opulus Evergreen Huckleberry 2 gal 4' 13 Vaccinium ovatum Beauty Berry 5 gal 1 Callicarpa 'Profusion' Weeping Alaskan Cypress b&b 14 Chamaecyparis nootktensis 'Pendula' Daylily 1 gal 3' 17 Repeat bloomer like Hyperion or Pandora's Box. Hemerocallis Dark reds aren't as tidy; dead blossoms turn black and don't drop Salal 1 gal 2' 180 Gaultheria shallon Forest Pansy Redbud b&b 1 Cercis canadensis 'Forest Pansy' Bleeding Heart 1 gal 2' 19 Dicentra 'Luxurient' Azara Tree 5 gal 5 Azara microphylla Rock Cress 4" 14 in wall -pink or purple, Rosabella is a nice variety Arabis caucasica 4"to accommodate rock walls Sweet Spire 5 gal 1 Clethra alnifolia Red twig Dogwood 2 gal 1 Corpus Midwinter Fire Dogwood 2 gal 5' 5 Corpus sanguinea 'Midwinter Fire' Daphne odora 3 gal 2 daphne odora Marginata Kelsey's Dwarf Redtwig Dogwood 1 gal 3' 3 Corpus stolen ifera 'Kelsey's Dwarf Bog Rosemary 1 gal 2' 24 Andromeda polifolia Witch Hazel b&b 2 tagged at Rudi's Hamamelis species Hansa Rose 3 gal 1 Rosa rugosa 'Hansa' Japanese Holly 2 gal 4' 14 to fill in gaps in existing hedge. Needs compost, fert., Ilex crenata 'Convexa' but Ilex is a very good tough shrub for the situation it's in Camellia 3 gal 6' 5 bright reds and pinks-fully double is fine as the trees will Camellia japonica protect from rain damage on the west side Camellia 5 gal 6 Yuletide on NW and NE corners & in courtyard Camellia sassanqua Taylor's Perfection on N side and SE corner Western Sword Fern 4" 3' 17 4"will have less impact on tree roots Polistichum munitum L1 dining room Lndsp plan Hidcote Lavender 1 gal 30" 3 Lavendula angustifolia 'Hidcote' Bishop's Hat 4" 2-3' 63 4" size will have less impact on existing tree roots Epimedium x versicolor'Sulphureum' Compact Oregon Grape 1 gal 3' 61 Mahonia aquifolium 'Compacta' Shenandoah Switch Grass 1 gal 2.5' 9 Panicum virgatum 'Shenandoah' Privet Honeysuckle 1 gal 5-8' 26 Lonicera pileata Wulfeni Spurge 1 gal 4.5' 13 Euphorbia char. wulfenii Giant Mexican Feather Grass 1 gal 2.5' 9 Stipa gigantea Blue Star Juniper 1 gal 2.5' 63 Juniperus squamata 'Blue Star' Gold Mops 1 gal 2.5' 17 Chamaecyparis pis. fil. 'Auria Gold Mops' De Groots Arborvitae 5 gal 3' &4' oc 5 Thuja occ. 'De Groots' Wisteria Vine 5 gal 1 For west trellis Wisteria sinensis 'Caroline' Japanese Hydrangea Vine 5 gal 1 For court yard trellis Schizophragma hydrangeoides 'Moonlight' Tea Olive 3 gal 4 Osmanthus delavayi Variegated Weigela 2 gal 1 Weigela florida 'Variegate' Baggesson's Gold Boxleaf 2 gal 2 Lonicera nitida 'Baggesson's Gold' Charity Mahonia 5 gal 1 Mahonia x media 'Charity' Summer Ice Daphne 2 gal 6 Daphne 'Summer Ice' Karl Forester Feather Reed Grass 1 gal 2.5' 3 by W entrance on L2 Lndscp Plan Calamagrostis x acutiflora 'Karl Forester' Vanessa Parrotia Tree B&B 3 Parrotia persica 'Vanessa' Edith Bogue Southern Magnolia B&B 2 Magnolia grandiflora 'Edith Bogue' Dove Tree B&B 1 Davidia involucrata ' Hosta sei bold iana 'Elegans' 1 gal 2' 4 on the N side of the new bldg Hosta 'Great Expectations' 1 gal 2.5' 10 near the NE corner and NW corner of the new bldg Hosta 'August Moon' 1 gal 2.5 3 by the clock tower entrance Hosta 'Undulata Univitata' 1 gal 2' 6 In the courtyard and on the terraced rock wall along 12th Little Heath Pieris 2 gal 2.5' 23 Pireis japonica 'Little Heath' Purity Pieris 2 gal 3' 20 Pieris japonica 'Purity' David's Viburnum 1 gal 3' 24 Viburnum davidii Lilyturf 1 gal 2' 28 Liriope muscari 'Big Blue' Mophead Hydrangea 2 gal 5.5' 4 Hamburg or Atlantis Hydrangea macrophylla Pia Dwarf Hydrangea 3 gal 3' 9 Hydrangea macrophylla 'Pia' Hollyleaf Sweet Spire 3 gal 3 Itea illicifolia Flowering Currany Tree B&B 3 trained and limbed up into a tree Ribes sanguineum 'King Edward' Prostrate Stransvasia 2 gal 5' 16 Photinia davidiana var. undulata London's Pride Saxifrage 4" 18" 15 4"to accommodate planting some in wall Saxifraga x urbium Hakone Grass 1 gal 18" 23 Hakonechloa macra 'Beni Kazi' Pee Gee Hydrangea Tree B&B 1 on a standard Hydrangea paniculata grandiflora Japanese Aralia 5 gal 1 Fatsia japonica Enkianthus 2 gal 4 Enkianthus chinensis Cascades Mahonia 1 gal 3' 23 Mahonia nervosa Columnar Pine B&B 4 Pinus strobus 'Fastigiate' Serviceberry B&B 1 Amelanchior canadensis Dwarf Heavenly Bamboo 1 gal 30" 8 Nandina domestica 'Harbor Dwarf Tulip Tree B&B 1 Liriodendron tulipifera Red Maple B&B 1 Acer rubrum 'October Glory' Katsura Tree B&B 1 Cercidiphyllum japonicum total Shear Wall Types -2006 IBC,'Seis D,E,or F(3x for>350 plf,ASD) Min. . standard Structural ecifi�ion� -- ConStructioncalc, Inc CCI} 5�tandard Structural ecification5 •- ConstructionCalc, Inc {CCI} .e Sheathing Edges,bikg, Maximum Fastner s/s"dia. I6d sole piste JtandardJ' tructuralJ" peiCification5 -- CQnstructionCalc, Inc (CCI) Shear Wall, thickness and and sole Pl. Nail 1 Screw Spacing on One or Edges stud P Anchor Solt to Qaar Allowable shear } BASIS OF DESIGN --APPLICABLE CODES: Type 'IPe of (lutermed is 2x, size (E=Edge, barrier (deigned by others) are recommended for all interior slabs. , Both Sides spacing Spacing6 framing' SheathingqP) F-Field} I) LOADS. a)This de51 n i5 based on the IBC, 200G. All construction shall adhere to the minimum i) Contraction Joints. Contraction joints shall be provided in all slabs at a maximum of 8 g p PWI 7116"Ply tine A Blocked # 2x f 16"0�' _ 8d V E, 12"F 1 48 in. OC p in.OG ?��plf,seis requirements of said code. Contractor shall be responsible to comply with all O5HA and feet on center,in each orthogonal direction. Contractor may use tooled.joints or zip _ I _ 364 plf,wind a)Followin are the loads used for the subject design I analysis: «,.._.. »...........»......... _.....».............w. ........,...«.... »•..a........ «. ».....N «........... .....»............ .. .«....... .._..... g .. .... a State labor and Industries Standards. Contractor a55ume5 full responsibility as to strips'. Light gage metal keyed joints are not recommended in slabs subject to 711 P a i _: 411E. 2 350 p!f,sp s « y One , Blocked : „ _ i) Roof live load.- {G psf ix} Interior wall dead i sad. 7 psf P'4'�3 6" 1 zx 16 OG 1 8cl i 4 E,12 F 1 36 in.OC 8 in.OC construction methods used, Safety provisions employed, and the finished a5-built condition vehicular traffic. Slab reinforcement shall be continuous across all contraction joints. _ j# _ l 490 plf,wind ..•.«....w........«..............«N«......N..a....................NN.....+.......................»........«........................z...«««..«.................i....«.......w...«................Nis•.«:.»...eN«».....w...N:.3.,:» .....N:..««N..N»«+....f.N•..».,.aN..N...wN..w..•N•NN.N...NN«NN.rs.N.«:•w.N.. ii) Roof + ceiling dead load: 15 p5f x) Stairs and exit areas live load: of the Structure and related 5y5tem5. • i f. 1 f. t i u) Expansion (isolation)joints. Expansion (isolation)Joints are required where new concrete Pv►r4 7116" Ply F (hie '•. Blocked f 3x' 1 16"OC _ 8rl _' 4"E, 1Z"F z 32 in.OC 6 in. OC 384 plf,seis 100 5f . p 8 COMPETENT'CONSTRUCTION PERSONNEL: slabs are poured a ain5t existin concrete or masonry, and where Shown on the plans. .«.N......N.NN.«............�.................«.........- ..«...««»«...... ...,..«w»..........«........«... {1 F � i 532 plf,wind ill) Snow load: 25 p5f } p g 9 rY p �.,... NNN. .......N..«. ...., ........ • • • ...NNN«N.NN•N+.N INNY NII,.I•,,..11 NI.Nw/.. !.IN.«,vr,•N}..w.NY•..NN.Ne.««...,•N..,; Na.. N..•. •..ia•' {ii N. NN. •• .. «N.N.YNN.N.N,NNN.«•.,♦ xi) Hallways and corridors: 100 5f Expansion joint material shall be asphalt im r rated fiber board or similar, %2 inch i i 2 _ i i _ . 490 lf,,seis iv) Floor live: 40 p5f p a) Only competent personnel familiar with construction and Safety practices germane to the p p p PW6 7116 Ply ; One Blocked 3x J63'OC 8d :'3"E, 12"la z 26 in.OC .�in.OC P thick. : l . 66plf,.......«.N,.......«...««. .« ,...... ...«..«..............«. ...... ««»... « xii) Public assembly and dining areas. project shown herein Should be employed to assemble and construct the work. •� »r i~ ••••� v} Floor dead: 15 p5f 100 sf iii) Construction (cold)joints. Where used, the previously placed concrete surface shall be i �( 6d cooler p 9) TEMPORARY SUPPORT AND BRACING. 518 i i _ _. 16110).24 trails or No.6, _ I clean and free of laitance. Reinforcin Shall be continuous across the omt. Cold joints OWI1' Both Unblocked =' ?x i 4"E 4"F 6U in.OC pin.OC l45` if vi) Deck live: 40 p5f „ 9 J J board p xin) Seismic Des Category: D j OC i J-114 Tirol 1 I , a)General. Provide adequate temporary support to all wall5, roofs, beams, columns, and floors in slabs should be full depth, vertical face, and form a straight tooled edge. Cold joints «......N....«...........:.......»....N.Nw«..»..... ......................... ........«.................N.......... ..:...,..........«.....:. . l screws vii) Deck dead: 10 p5f xiv) Wind Ex a5ure `C', 3-sec gust: during construction. Design of same 15 not included herein, unless specifically shown. constructed in this manner may also.funetion as contraction Dints. j �. •- �..,.�.. .................N.«.,..........:......Nw..l..«...•«..NN.........N.Y.w....�N. .,..« ««�: .................. p J ' 1�6d galy.trails w« viii) Exterior wall dead load: 10 p5f 85 mph. Contractor or owner Should check all temporary-Supporting devices with a qualified d footin Drams. footin drains with washed drain rock or Mira Drain ore equivalent extendin 518"x4' _ _ 16"0�•24": orN©.b, 1- 1�• person. Contractor Shall be responsible for the adequacy of all temporary and/or ) g--- `� 9 G'V4 , i Borh BI©eked l 2x O� :_ 1 „ F 4"E. 7`r F s 48 in. OC� s 6 in.oC 200 plf 2} 'APPLICABILITY OF THESE SPECIFICATIONS: to finished rade Shall be provided at the base of all footin 5 and retainin walls which will slreatlrilt 14 War S permanent support systems. 9 p g g ` have earth laced a ain5t them. footin drains Shall be 4" perforated pipe routed ° i re port. p g g p pp in this e raddressed 1 r ak fo al r to w ....«.:.....«�:....«...........:.............»«...«:..N.:..•�,........:....w.,.»........:....:...........:.,.......�...«..•..,...............«..NN...,............,«,.w....NNN.....:.:.....:.�.a........«...............:.....:...«.«««...«.....«.,.«........:..............................«,..._.:............NN.,«......:.:�....,.«.... a)These Specifications shall be adheredp b) Retamin Walls. Do not backfill a ainst retainin walls until concrete has cured to at least down radient to da li ht, unless otherwise specified. Footnote 1 Ply=CDX,C-C,or C-D.plywood. OSS of similar thickness span satin may be substituted for plywood. --_-g 9 9 g Y g p g Y b)5ome Sections of these specifications may not apply to the scope of work of 2,500 1051 (okay to use high early Strength admixtures or additional cement in the mix to Double 2x nailed together,with 16d at 3" OC staggered may W substituted for 3X or 4X, Position sheathing jointed es over joint Use of these specifications for work outside of CCI'S scope, 12) STANDARD CONCRETE g J g J nt of doubled 2x C� ConStructionCalc, Inc (CCI). p p achieve this). For retaining walls that are to be connected at their top to horizontal floor Footnote 2 members,and apply edge nailing to each of the doubled 2x s. At sole Iates,,doubte to latest corners,and edges of openings,sta er nails to even! shall be at the Sole risk of the Contractor. diaphragms, do not backf111 against the retaining wall until such horizontal diaphragms are in a)strength, Mix, Placinci. Ail concrete, unless otherwise.Specified in the Plans shall attain a 28 distribute edge nailing.to'underlying members. p P pstagger Y place and properly connected to the retaining wall. day Strength of fc = 2,500 psi, and shall contain not ie55 than 5-1/2 sacks of cement Sole plate nailing only applies to interior shear walls or exterior shear walls in which plywood.sheathing stops at the bottom of a nailed sole late:Incases 3) LIMITED SCOPE OF CCI'5 WORK: p I O) CONFLICTS OR ERRORS IN PLANS: per cubic yard. Maximum water/cement ratio shall be 0.45, and maximum 51ump = 4". Max. Footnote 5 where plywood sheathing' tends below the nailed sole plate and is edge-nailed to blocking,foundation sill plate,or other solid framing below,Wait sale a)The scope of work of ConStructionCalc, Inc (CCI) 15 limited to structural analysis of a new aggregate size = 7/8". Mixing and placing of all concrete and selection of material to be in plates With 1sd at 12"QC or less. buildin to be built ad scent to and north of the existing Chandler's Square complex in a)Contractor shall verify all dimensions and `fit' conditions in the field. Should the Contractor accordance with IBC and ACI 304 (latest edition5). Provide 5% air entrainincj in all There shall be one anchor bolt within 9-inches of each end of all shear walls.All anchor bolts shall be with 3"x3x0.25"washer slatted okay)and r also analyzed one floor beam in the exi5tin buildin at a corridor or fabricator note an conflicts or errors in the Plans and/or specifications, they shall be concrete exposed to the earth or weather. Footnote 6 wrench-tightened nuts Anchor bolts may be formed in place or wet-set J-bolts with at least 7-inches embedment;or all-thread ro#ahammered and a oxied Anacortes, WA. We 9 9 Y p eY po modification. CCI takes no responsibility or liability for items not Specifically addre55ed in brought to the immediate attention of the Engineer. If any questions arise during with SET epoxy,6-inches embedment,mina p s� I3) CONCRETE REINFORCING: G t . '� construction pertaining to any structural matter, the Engineer shall be consulted Footnote 7 Gyp sheathing shall be 4 wide pieces applied parallel or perpendicular to studs,or 2 wide pieces applied perpendicualr to framing No narrower pieces U� 00 the calcS, sketches, or call-outs. allowed, •� «� immediately. a)5tren th S licin , -Bench Reinforcin bars (rebar) shall be rade 40 -- 40 k5i) b) Un1eSS specifically included above, CCI has. not analyzed any portion of the existing Y g- g g• g g ( - unless otherwise Specified in.the Plans. Lap all bars 30 bar diameters, or as specified rs-�i ati Lo 00 buildings, including but not limited to: foundations, beams, columns, walls, floors, floor I I) FOOTINGS, FOUNDATIONS, SLABS ON GRADE: elsewhere. All reinforcing shall be detailed, bolstered and Supported in accordance with 11�t framing systems,-roof framing system, connections, etc. a Geotechnical Ke art. Soils anal sis and eotechnical en ineerin are not a specialty of CCI. a livable ACI code. Bars Shall be bent with minimum G bar diameter radxu5 for sizes u to U u p Y r g g p tY pp p tA 4) OWNERSHIP OF THIS REPORT: CCI depends on others for the provision of Soils data, which includes but is not limited to: and including No. 8, and 8 bar diameter radius for bars larger than No.B. � 3� �;in allowable bearin capacity, li liquefaction potential, sloe stability, active and passive lateral L o 00 a)Ownership of this report, all calculations, sketches, and other intellectual information gq p p y p b)Ties. for reinforced concrete beam5, walls, .columns, pilasters, and any other element- � o ertaintn to the project Shown herein shall remain the sale roe of CCI. pressures, internal friction angle, and cohe5ion. Foundation design herein 15 based on the ° 0 p g p j property rty wherein the main reinforcement bars are enveloped with tie bars (a.k.a. stirrups), the ties geotechnical report by Materials Testing and Consulting, Inc. Dated June 8, 2009. CCI Shall be bent with the least radius of bend so as to envelop the main rebar5 without the tie 5) SINGLE PROJECT: takes no responsibility or liability for future settlement, or damage or injury due to earth bars cracking or breaking. The tie bar ends shall overlap the main bars at least one bar Cd a ° o a ?here calculations, sketches, notes, and specifications are valid on for the project movement or failure of any kind. 0 � ,,� p only p J diameter. The diameter of bend shall not be smaller than the diameter of the main bars in oo , indicated herein. These documents are not valid, are not applicable to, and shall not be b) Foundations footin s on Soil: General. All footings to bear on undisturbed existing 5011, contact. used for any other project. unless otherwise shown in the plans or calculation5. All organic and deleterious material c)Slabs. Reinforcement in slabs an grade which will be subjected to vehicular traffic shall be G) INSPECTIONS: beneath the footings, foundations and slabs to be removed and replaced with granular fill #3 centered in a G" minimum slab, at 18" O.C. each way, unless otherwise Shown herein compacted to 95% relative compaction. Bottom of footings to be below locally or in the Plans. Such Slabs Shall have thickened ed con515tin of a 12" x 12" monolithic a}CCI recommends that the Contractor, Builder, or Owner retains CCI or another qualified prescribed frost zone, not less than 12". Replace all over-excavated areas with granular ge5 g Structural specialist to provide on footin r5it�e inspection services of the items analyzed/ de5igned material compacted in 8" maximum lifts to 95%a Relative Compaction (RC). g with 2 ea. #4 continuous at the top and bottom of the footing.herein. It is the responsibility of the Owner, Builder, or Contractor to arrange such i) Reinforcement for slabs which will not be Subjected to vehicular traffic shall be WWF c)Slabs on Grade. 5ubgrade below slabs shall be Similar to the above, except that 92% " " ' inspections. G xG x 1 Oga. or#3 at 24 O.C. each way, centered in a 4 slab. relative compaction is acceptable. A layer of free draining material and a suitable vapor 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14'-6V" 93$-0" Shear Wall concrete P W3 P W6 wall Types o cU A11 Legend ® P W1 d� ® PW3 B A B A B P W4 1 fi 16 16 16 16 16 16 • �{ ® PW6 A .1 Ill GW1 � G W4 16 �--+ Notes: wl wI wIC14 wl wl � I > •l wl > wl3: al 1) Coordinate with p (v Architectural Wall Types 16 ® m, See sheets A3, A4, and A5 ® � 2) Coordinate Shear Transfer '-1 See sheet A16 148 " Foundation Notes: G W B1 1) Contractors option to use Simpson Titers HD 5/8" x 6" bolt (or approved) in lieu of B A B A A B 5/8" A307 Anchor Bolt A16 Al fi A16 16 16 1 fi specif<fed at thickened slab 2) Contraction joints shall be provided in all slabs at a maximum of 12 feet on center or as approved by Structural Engineer Date: IN IFC e 01/15/10 t,0L 16 C�`3 H L1. " o n C Al 1J concrete wall Sheet: Simpson HPAHD22 (typical of 12 locations) 107'-6)J" install per Mfr. instructions PW6 S1 First Floor Shear WaLL Plan A 1/8 -1 -o w , _ lear' 4� 'I' s:-Zf� ci-5elis 1 ,E;:+�r. x',{ r 5350 Al 5 ification5 -- ComtructionCalc Inc CCI 5tandard 5tructural 5 ecification5 -- ConstructionCalc Inc CCI 5tandard 5tructural ecif ti p? #� Standard.Structural pec � � p { � p ca ons -- ConStructionCa�c,.Inc {'CCI} shei�t�><n� .. �ia�mram pis. �a $beerW1 014 tbiekness:-Andl ao,:,ole V. Nast 1-$g0-.w- Spacing © Une or Edge- stud Ani~lio>r BIt: tQ floor Allowable sheer: Type Type of: (Iia�termed''ls.2C srx+� Bath Sides - spscin S aci a framig d)Welded Wire Fabric. Welded wire fabric (WWF) Shall be A5TM A-185. Splice by lapping one 3 x 1/4 heavy steel washers, wrench tight. Wet Set= anchor bolts shall have a hook or v) Engineer shall specifically approve any bolted connection using less edge distance than Sh_eathln gip} -laield� ..' mesh +2"all sides. head on the embedded and. Shown above. _ 2.�t4}plf�leis: P Pl ?1.16�I;t ly. one: t Blacked Zx _ 16",0C t; .8d` "�., t 2", ` 8 in.OC 9:z CSC = . . .._. .. .. -� p, _ , i hes or 4 bar diameters wl nc b r anchor a e 5 i t La 1 s _ _.:.._ � .. . . .� . . . : .. _. . _ ..... ....... .....« ..roNNN.Nw,N ..«,wa..ro...«.N.i.N«N•.NN.x».« e} Nooks, For 18Q degree hooks,. provide a minimum of 2-1/2 i) R©t;ohamme ed or bolts may b u ed n lieu of wet se . See spec�ficatron5 in ,�} g, Bo t . All lag bolts greater in diameter than l/4 shall have pilot holes re drilled, Size .: -_ ,..N......«..:......«..N..N....�...«.«.........«,.....»,N�...�....ro«.«....,....«.N�«.N.««N..::.N�..,.«ro...r»..�,«.,ro.:�.:,�...«.�.....«..«...�..«-,...�,..«>~.,��....N«.«.�..«N.�.=...,,.�.,..«.«.««. N.« .�. NN... . p p £ £ .. `• .3 of pilot hole in threaded p1 iris extendingbeyond the bend. For 90 degree hooks, provide a minimum of 12 inches revious section. reacted onion shall be 70% of the unthreaded shank diameter (or eY e9 p p p p { 71 P: _: Blacked 2x 4 E' 1 3G in..4G rii:aC" 6 ly. torte° � .16n oC 1. ' Y'V 3 _ _ I t _ 49�f?pif Wind alternative 9Q% of the root: dram h end, diameter of e nd e h thread end in o t b extending b � threaded portion). Pilot hole d o e ram . lY 1) diameter of g ii An alternate to wet-set anchor bolts and washers may be Sim son MA5A at the same p .N.. .... ....,.,_«.. ....... -.. ..»�.�.,.� . .. ... .. ....:.. . unthreaded portion shall be the same diameter a5 the unthreaded shank. r . Opif f Cover. Provide the following minimum cover: s acrn s ecrfied above. Bt`ockecl 16- QC 8rt 4 E, F {r.oC 6 lri. } g p g p P 4 7..1I6 1?Cy (?n:e 3x � � ,r S32 d . .:....NNI,.SWNINNI.N.tM...Np.Na.N.I.NI.i wN.�..«N.(!1.•..asNN, .i)M!..}•.!.W!.NN NYN.M1�11..a+!-:a.N�NJIN i..N•,.!N.N.rNM.I)Htt.�aN}«�.«a.11N«.l«lN.�Y,N•..i!M.a1 .!t1«J.a�H�(N,«..N«.t)N t«i..�t Mf..MYJt-S!� ._.wk,'t.�1, .-.J .. .....__w - „ ,) 5impsons 5DS Wood Screws. Where specified, install per manufacturers i Footin s and other unformed Surfaces, distance from the bar to earth face d) Built-Up Members. Built-up members conditon of dimension lumber (typically 2X stock} are p g p g Yp Y _ l �: F 49.i1 Rseis. recommendations. I n general these do not n t P 3" � ��F = 26 in,40C 5 m.O, Y g need pilot holes. However, if wood is old Fib I116 Ply i one .: 73loclke� 3x 7ti QC 8d t � „ permitted where shown in the Plans. Connect with I Gd face nails at OC staggered into l' 6kf~,w�nci.... ...,.. «N,. .,... i direct contact with earth ..,...2 and or rr) Farmed surfaces n very dry pilot: holes may be required to avoid splitting.:Use length as specified all built up members. No Splices allowed. _ 6d caolQr iir Surfaces ex sect to weather........................ I-I/2" in Plans but never less than required to ensure full strength. _ £ _ l 1 tS or 24 ;11 rtaits yr 11ro .6 : : .. C Q:any C1C I5 f: e} Pressure Treated Lumber. Use pressure treated lumber in contact with Concrete and / or + V 1 _. Bert : _ Unbtoek d £ fix` _ f 4"E,4"F' tll_i_CC1._ j, .. . 17) PRE-FABRICATED FRAMING CONNECTORS: boar`-: 0C i 14"W or-.S : iv) surfaces exposed to Salt water...........................3" sorb, and when directly exposed to weather. Pressure treating chemicals shall be inert, or 1; ; . �' � .... ....• •...Nr..ss..«.«.r.«.Y.n»N..w......««(.«.a«N.1...N.« M.a.N«. NN)trw«yN«.wr.y..N.•«n.»...•Y..i«+.....»1.rlwr.a..r..n.....«.b.»«•aroa»H•a+»t'IN.Iw.sf« 'i.:.,*.•::..n/++iNfANi'wN.i.:i«{s.4.»'iri.(rii...'ii{irfi».F,i«i.Y.=»N..yr«,..y.1.i...KN.iia:«..:.=..H. .R•.:a..N.s..1 Ya otherwise non reactive with metal connectors {including nails, bolts, framing Connectors, a} Manufacturer. Simpson brand is specified however any other nationally recognized brand -. ro. ._ � � � 14) ANCHOR BOL.T5 IN CURED CONCRETE: _. t:bd galv.:nafls etc.) may be used provided that they are equivalent in their ability to carry all is etc.} or structural steel members. (Silver, KC, r,. a General. This 5ectron shall apply to anchor bolts installed in cured concrete u5in l8"x=4► :.16"or 24 a Igo,�r,1- l 3'1• . : #_ 4tr � 7"I` 49-- QC ppY g r In certain cases non- ressure treated lumber ma butt a arnst concrete. In these applied loads in all orientat�on5. G V4 .._..i :£ :Boni L .Blocl�ed t` 2-i _ ;,. p rotohammer techniques. ) DC 114 Wor;�S _ p Y g slietfiMg l cases use a-layer of heavy, as haltrc-treated construction paper between wood and b} Installation: The Contractor shall install all prefabricated items in strict accordance it �" �' � � screws Y �I [ paper with the .... ... .,....,..m..... ....:... ....... ..... ............ ..... ,..... ...... ... .. ... - .r «N...«.«..+:.»...«;.r.... p S. ' .. .,.._.._-... IN....i,r....o.......«,.»..... -.wro.«:.........w.....r.ro ,...w.r...,«...»....ro ..».wt.:::»«•..i..:.»::w:r...1»:a»«.:i. re drilled or cut during the o that no exiStrn rebars a ..:«.. ««...N.«...N.. wN» .N,..: b) Existin Reinforcin . It i5 important g g concrete. manu€acturers recommendations and r q p e uirements. e a g q The load carrying. capacity of the PI =COX C-C or:G0 -i .00d. M.,,bf`si�ni(ar tiiicknasswarad s.air reti rria .be s„ubstltufed for plywood. installation epoxy bolting. Location of exrstrn reinforcing bars may be by non-destructive refs ri it Faatrrote Y .... . . _ _ . p yw . .. . p 9 y p xY9 9 prefabricated item cannot be guaranteed if this rovi5ion is not adhered to. Nails and : .._. f Blockin Brill in . Provide full de h brill in or blockin at 8 OC max. in oist or rafters p g ' „, u t r:3 C.or 4X.,Posit ri she thin -rnt>ed es over' olntof.doubt 2x methods achometer . ) g g l g g g J Doable 2x,noised togetfier with 1 N at� OC.049 eyed may l�s. bs muted.fo..._. .... ..- . t....... a_ . .9�9 .. .. 5.. ;j. ud _.. screws which will be ex used to ,- .... . - _ .: .,. ,. . �.: p p weather shall be galvanized or stainless steel. If _ is s d s 61.00enI, sta er naitsto.even without COntfnUOIJS plywood diaphragm connect ion on the to g Footnote 2 M,e-mbers,.end.apply edge risihng ta.eeeh of the d4Oblod 2x s, At sot$ 0,144,400'a top.P..tes,cot`her,-and' .. . $., „fig .. h! l'Ywp c)Washers. Use 3"x3"x.25" washers- on all anchor bolts in light frame construction. Washers installation risks cracking of wood, contact engineer for alternate nailing and / or alternate distribute edge rialiTng to uiidertyt09 memtiers. Ct.�► i} Provide solid blacking at all bearing points. connector. may be slatted as allowed the #BC. i e rio r i n w ch oo 'she hin sto seat the botto. of a:ralied st�ie' #ate:fn cases y by Solesate n&iling only appties to.inter.or shea.-r wafts cr,_.ate. r rhea.walls i,_...bl -...pll+w . d at g ., p . . ► .. i .. . .i..�► a e e- it o btocicin fo ndafio sett sate or;other solid fraffiin- ioW,rich sate r� where l ood she thr .extends below the,naiie-d;soie late._iri rs. d na-ell t_ .. t1 -..._.n P ._...._ k�e._ _ _ u) Framed floors which 5u ort o5t5 shall be 5olidl blocked within the floor cavity to c)Corrosion Resistance. Use the following depending on the level of corrosion resistance Footnote 5. - p Y'"` -.. a n9 R 9 d} Non-Epoxy 5ystem5. Use 51mp5on Titen HD or Simpson Wedge-All where shown in the pp p Y Y plates v.�lttt 1�d at 12" or tirss.. i tension loads and shear loads. Install per p051trve#y transfer posts loads through the floor to the supports beneath. required: Plans. These.anchors may be used to res 5t There sf ail be}:aize anchor bolt within 9-inches.of each eiid of:ail.sh+ear wills.AiCC:anchor'boits s#tali:be fitted'with 3' c3"x .25 uvasnor stotted-okay}-and{ em edment 5 in un e5 . . t o Minimum concreteb nufacturer s recommenda r nSPartition Wal#5. All non shear wall artitran5 an slabs 5ha1! be secured with O. 145 diameter . . .mag) p i} Low Corrosion Resistance: Use standard G50 zinc coating with .90 oz of zinc per triote wrrt�ch=ti htened nut.,Anchor bolts ma ba fdri=ned to Iae .or wet-set.J:boits wrttr at toast?-rriehes embedment;ar a1t-#heead rotcammered°and a r!iied Fo g p boo .. .- _., : 9 y p . power ins at I G" OC unle55 otherwise shown. tth SE"i"epoxy,C-inches emfiedrnerit�mPrt;:otherwise specified. p p Shear wall partition walls on slabs shall be square foot of Surface {total both sides). Typically used. for interior or exterior dry w connected to the slab with the anchor bolting 5ChedUle show the Plans. i en i ui #o st ds.:ar2'will ices. ii u: er ndicuair to fraimin No narrower feces; e E o 5 stems. Use Sim on epoxy-tie bolts tom with ET or SET hi h siren th epoxy, g appl Cations. ,Gyp sheathing shett.;be 4 wide pieces applied Para iel or peril d c ar u... e.p . _.- app. )_� Y ._.. p5Ys g g Footnote T. _ with zinc plated, A307 `all-thread' bolt5 a5 shown in the 5ketche5. Drilling of hales and - -allowed, p g i) Bearing partition walls which carry loads from above shall bear on jor5t5 or beams sized u) Medium Corrosion Resistance: Use Z-Max galvanized products with 1 .85 oz of zinc per 00 installation shall be in strict accordance with manufacturers recommendation. to carry said loads. If not shown on Plans, contact engineer. square foot of surface area (total both sides). Hot dipped per ASTM AG53. Must use oNo `POWER PINS"). r hot-dipped galvanized fasteners with these products. Typically used for exterior wet °� � #5) POWDER ACTUATED PIN CONNECTIONS ( ) h) Beam 5upp_,,_arts (Trimmers). All Giu-Lams or Pa atom beams shall have (at a minimum) double � a General. Unless otherwise 5 ecified in the Plans, use 0.145" diameter minimum for trimmers or a 4X past at each bearing point unless otherwise shown. Sawn beams GX 12 or applications. j' `�✓ <C � ) p 23'-1 concrete or,steel. Minimum embedment length into concrete shall be 1-1/4". Minimum less may use single trimmer at bearing points, larger size Sawn beams to use double rii) High Corrosion Rf,5r5tance: Use HDG hot-dipped products with a minimum of 2.0 oz of „ �n embedment length into Steel Shall be: 3/8"; or pin shaft through the member, whichever 15' trimmer or 4X post unless otherwise shown. zinc per square foot of Surface area (total both sides). Thickness of galvanizing G Wq- 00 Shorter. Install in strict accordance with manufacturer's recommendations. i) Bolts. Unle55 otherwr5e 5pecif1ed: Use washers on all bolts; tighten all bolts to a very snug increa5e5 with increased. metal thickness. Must use hot-dipped galvanized fasteners 6 o b) Concrete U5e. For use with concrete, adjust spacing of pins, or pre-drill with I/I G" wrench tight condition; use standard A307 bolts. Provide the following minimum edge with these products. Typically used for very wet exterior conditions car diameter smaller bit than pin, as necessary to avoid cracking of concrete. distances between centerline of bolt and all edges of bolted wood, and between d) Holdown5: Cd G4 0 o centerline of multiple bolts: o 4 i) 5tr- #nStall per manufacturer's recommendations, These holdowns shall be o rn 1 G) CONVENTIONAL WOAD FRAMING: 04 i) 5/8 inch diameter bolts ................... 3 inches installed over plywood or 05B sheathin to a double-2x or sin le 4 f a) Material. All sawn framing lumber shall be Douglas Fir Larch, Number 2 or better, unless p Yw g g x raining member. otherwise shown. All yawn wood shall have.moisture content less than 25%. 0 3/4 inch diameter bolts ................... 3.75 inches e) Use with Prefabricated Wood Products i.e. Paralam TJI etc.: The Contractor,shall verify with the prefab. wood manufacturer that the specified connectors will work as intended b) General Construction: Predrill all nail holes where required to avoid splitting. Connect all rii} I inch diameter ba#t5 ...................... 4.75 inches with.their product. wood members per the Plans and applicable building code. iv) Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be one inch. 0 Default Connector Types. Unless otherwise shown, the following metal plate connectors shall c)Anchor Bolts. Wet-set anchor bolts connecting mud 51115, use 5/8" diameter X 8" min be used. embedment at the spacing shown in the Plans but never greater than GO" OC, with 3" x N t- 1 is 1 n M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14'_6h" 149'_On 00- 10$_or PW3 PW4 PW3 c —� Shear Wall All Types B Legend P W1 B A B A B A B A ® P W3 1fi 16 16 16 i6 16 16 16 P W4f P W6 148—1 0 A GW1 ® 1g o G W4N N `�'�J+�, i ? i ? A W (0 0 LO to LO to o3 1) Coordinate with h '" r Architectural Wall Types (° C-- O e I In F 1" O 1 in CL ~� See sheets A3, A4, and A5 p p ope I g In dia gm 1 dia m dia gm 2} Coordinate Shear Transfer See sheet A16 1fi B A B A A B A j B Al fi Al fi 16 A16 A16 A16 16 N i 6 Date. IFC B 01/15110 16 H C ck A11 LM Sheet: 173'-6}�� PW3 S2 Second FloorShearWattPlan 6; n i/8 —i 5tandard 5tructural 517eciftcation5 -- ComtructionCalc, Inc {CCI} _ Sear'Fail Types- OU or F*{3 far>5$0 p As ..............................PC or AC series ,. . i) Post caps...., Shth n Maximum 5/8. 0k, � � � � fd hole �tatet Shear Wall th icknen.anti: an(!*,, Ph Nail t:5crevir spacing - la PB series att One or Edges #ud.: An hQr Bb t6-# r, 44dw.sible$hor, ii} Post bases................................. 5 `hype Type of #armEed is , eg B4#h Side"s s ae#n To flan e t e hlB JB PF HUSTF 11UTF, or Beam han ere........................... Shentb�It .: . . . Y g p g p _ #YF); equal. a rr _ �� r► 2fa p1f,eels. P GRl III "Ij'>?}r i --Vocked 2 1.6 °OC' d` 6 Z 8 lift:QC. 9.tttr CJ►C : ...................- is ,win IV) Joist han ers.............................. LU or LU5 series, € m. #' N ,,,....N 34 I N P'VV3 7� 6{'1r': . r +t1ne �l��cked ... _ # i:.w�. p :sets: M d rafter holdowns»..,.....1-11 or h2.5 at each heel to double late. - :, 16 t�C gd ,err' .'1 " ' 36t,CSC (? @ ....:sla.N,.,..:,.a:.».«.: _ 9� if wind tom`'�` jy'�') aNNry„r, YNmN,�NN,Mr,.„ /Nr:Mi,a 1r.wN.S NsrWiYYtiW.N:NN«N.:vNNirrY1NN+NHNNi Ni"l�.s -rY .N .'. .. �..''." ..• P V) Truss and a i N N,yN..w„i 1NwiNrnN.tNNYNt.N.Mlrpau N�NHwii ;,M�li! NNi:WM3N�iririiM Na wi»wNtt NN" 11 IN1iNNNiiMfNNN/!NN N1iNs, 18) PREFABRICATED WOOD PRODUCTS: F' V 7ft"P.,y ,. Clrte 2 Bvckecf 3x 16 iC 8d :411E,, F 3t;.t7C 6:in...4 ,. :)MN1N.:jMtINNrN;MN�IN...pwlal.Jl�{NNN..M:NYr,YN ..w1NjN.Mlwf.ii. < .!'••�!+N1�!}lm+.M,wNN(.N:�aNNiwN NwpiM/µt~NM.aNNNNNM Nr»YM.N»N IN! .•• Trusses. Where shown on the plans, all prefabricated structural roofing Prefabricated z . 4 .,.�,= Nw�S_ 'ltN tr.,,n �4N,N �'i„ie irwlNi jjj NS, a) refab p p .. . . . .. .. ti.i..h,N. _ � _ members shall be .designed by a certified professional engineer. The prefabricated P'V b. - :?!1f"'1't}r f,�ne ':; Blocked 3x is l6 .O _ $d 3P .12 ` 2,6 t»:- 1 S.:n l - - .. ,N wN::N:NwwrwwM»,NNt NS.i1NNNNY,:NYwNNNZH NNimNNNMrNNNtaNN,N:i,,,l N.:11i,M1,trNYNN„NlwtiN ♦„Ni: ..... ... �- ....•••..•.'.'..••. ••'•....•�,,.••.•'••.^'-• L Q,, IN,aN 1NNNN,Ni.NlNi1:(Mr:rMw..NM SNw,a,M..N.Hw�.,YrwtMtN.NM+w. ilii+el� e(iiiii.tl+.il«..siNi wl1,G �..it1.���1::f aN.Nr,�� structural roofing designer shall provide stamped design drawings with appropriate notes 2 t showin member sizes, forces, installation procedures, blocking, bracing, etc. The 6d cooler t` 9 .!$• ? i ., li• or 24 zraio or No 6: ` rr „ ,. of he structural roof system. , WW1 i /3o..,tJnblQck..ed .,x = z E, 4: F > 6l1 tn.:dC , contractor shall conform to these drawings in the installation t ys zr� t1 145` if roof dia hra m to the board:.. 1 _= �7C " S= � The Contractor shall ensure that adequate diagonal bracing from thep g .. :r»:,+.,i::NNw:a:,laiN •i.i,a.iis•:riN:x:w.NM,Ni:MNi,i2 SCY4i�1+S �; - natwat.i:i:!•awi,r,:ri�:,..:iiu:wtiiit:iNtii)t:i/i,:•wi:.NtrY-tiwu:t.,VlNN.ir:i.,«,Y:2.'sNNm,rri.w '.rr.,:.i.:aN:,,::F:,' .-'««:,«_aN_ -a r'r:»�rt,;iiiwJ r.wYls wi.il.tyiifi4MtiKti\((Niijrjy j'ii:+.i.f N,Y„ Ai ceilin diaphragm is permanently installed. . .: ,—•. ,. i lN+iiKVHi.....Ns..N..NNN.lIH,+...rN+.rN.N..w..N.l;., g i 6t:gcV.tags N 19, x4rr r is .;. N d b others unless Fan e Joist Products. These are as desi ne , !? 1 , i _ 1,611tr24 b I-beam Com osite Web 1 _ g Y loth r: Blocked -` 2x ) ..p' �) � ._. _ .... �..... .. .2 �rr�ff 913'in.i�C ¢tm 4QC �2QQ�tF slteaclitrr 14 f ear 5 .S specifically called out herein. The contractor shall install the 1-Joist products complete with screws.., ... ...._...... •._ ,wrwu,i:+NrN:�n:«,rmN,uw,ws::M,Y.»HN...N2...w:P„«r«N,i«Y N,:w„i N»::N»da«:..NNi N,r , .. .. ,:...... .. ....... web stiffeners and other blocking / bracing as shown on the Plans and / or as i,+M w NNI.Nt:wNwiiN,N, ixNm i,w„N„r tiNii :HY a„NN,ir Nwi,ii,swwi Nai,rNtif,Ni,N,a,{,N:a,,1.,fNNi{:,HHM:aw'�. aNi:: ,YM:i1iN:r(,:i:l:N�:NH • m„ N ti NtM r Footnote f Ply GDX,C-C,-off D: .I .aad. M3 of�smiiar#hickness:and s'air r�rtifi��ma be `ubs#it t recommended by the manufacturer. All manufacturers installation recommendations p p _y s ..: _,u,ed for plywaoda, +� for double oist etc. shall be followed. Do.}#?1e 2�s:rtaited t: ether:.uvith Ltd at 3 UC. a redama k .sutistituted#or:3C. i .. ,, {bearing, blocking, bracing, hangers, provisions ,i � ....st�99�;- ...y .._..., ..._ . ..... for;< ., or 4X , f?osi�on�she�th�n9lolnt:edgesover,loirtt o#:dQubtec� Footnote 2 i+emhers;,and:apply edge nstliri #c.each of the:daubled.2x At sofa .fates dca fate to i�tos Q� . ., 9 sr P.. . .►:_.u. P P_ ,ccamers�and edges oi.openirt ;stagger natisto$vary: c) P5L (Parallel Strand Lumber). Where called for, use minimum 2.0E, 2,500 psi minimum distribute edge nailing W.urrderlylrtg members: •� allowable be g ndin stress. These must be stored and installed in strict accordance with 44 Sole piece tteili art a plies tQ.interior shear waft$,or exter,or shear wai s In w ch ood rhea i sto and is acceptable. iY P 1 ,hl ....p .... . to ng ... ps at tht bottom of a.nailed sole pfate._ln cases An national) reco nizeci brand manufacturers recommendations. p _ __... _; 4 ,.._- .. .;. ,. . Y Y g Footnot where t :.ood:she0Jn extends below# ai d s ,, .. :., . P .._ ire n•_. ._., ole,plat;acid�s edge-Waited to biocktrig founds on siif pfa#e,.or other"01.1 framing below,n�I sole: d) LVL (Laminated Veneer Lumber}. Where called for, use minimum 1 ,9E, 2,G00 psi minimum plates with 1: d.et.'i C?C.or Cess,: Thereahall b .one.ahchor: I �,. r allowable bendin stress, These must be stared and installed in strict accordance with e bo t within 9 inches.of each end of:all.shear wails:Ali:ari chor baits shall be fitted>rnrith 3 x3�t4,2W w - i a er s o e �o �aX-an . Povtnote 5-wrenchAgh#tined nit.Anchor bi*ma be formal in iace:cir wet-set..-bolts with.at Ieast 7.i manufacturer's recommendations. Any nationally recognized brand is acceptable. _w Y p ric#iis embedment;+orall=Thread rotohainiered aid:eAo >ed w ti7;W, epoxy;6-nth" e called for use minimum 1 .SE, 2,250 i minimum rninated Strand Lumber). Whey ,, .. � d- e) L5� (La � .Gyp sheattttng sheil.be4.�wide�pieces applted�arailet or per�e>zdrecrl�r�to studs,,>or2`Wide: .feces:a �iled� r`endicitalr to framiri" a riarr vice � ao allowable bendin stress. These must be stored and installed in strict accordance with footnote 7 A . .. . Pt?. p$.P... . .. ....,, _.8 N . .r ptecesr _ *••� g - aiiawed. N 00 manufacturer's recommendations. Any nationally recognized brand is acceptable. 0 Glue-Laminated Timbers. Unless otherwise noted, all glu-lam beams shall be 24F-V4 DF/DF �n rade manufactured an AITC approved fabricator» 5tore and ranee industrial appearance g by ppkn tA install in accordance with manufacturer`s recommendations. If these span continuously over °O one or more interior supports or are cantilevered, use 24F-V8 DF1DF. if visually exposed to interior living space, use Architectural Appearance Grade. g) Plywood or 0513 Shear Walls. All plywood or 055 on shear walls shall have all edges blocked. All blocking to receive edge nailing. All shear walls shall be positively connected o res o 10 to horizontal diaphragms at their tops and bottoms per the Plans. Plywood, use A.P.A. oo r.0 trademark, CDX, unless otherwise noted. 5tore and install in accordance with the recommendations of A.P.A. and IBC.for shear resisting vertical wall sheathing. h) Plod Roof. If roof diaphragm is not specified in Plans or Calculations, Use 1/2" over non- blocked supports at 24" OC. Use IBC Case 1 pattern. Nail with Sd at G" on edges, and 12" in field. Contractor to verify,all span ratings. i) Floors. All wood floor diaphragms shall be glued and nailed. Use thickness as required to support the intended loads, never less than 5/8". Contractor to verify all span ratings of plywood. Where otherwise.not shown on Plans, nail floor diaphragm Using 8 penny (screw type nails recommended) at G" on edges, 12" in field, non-blocked, per IBC Case 1 pattern. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14'-6},�" 1493-0ss 13'-0" Shear fall PW1 PW3 PW1 Types c Al Legend ® PW1 P W 3 A A A A16 16 A16 P W4 • ® PW6Uri GW1 G W4 - N ((t�� N !!nn t0 V �l V tp V o o opening in CL diaphragm ope i in op i in ape i g in dia gm dia m dia gm A A A A A16 16 A16 A16 PW1 PW1 C1 I'`� {all sides} (all sides) Maintenance Date: Notes: rh Room � �c 1) Coordinate with 01115/10 Architectural Wall Types See sheets A3, A4, and A5 C 2) Coordinate Shear Transfer A11 See sheet A16 Fourth Floorrh VVV EL CCE= Shear WaLL PLan Sheet: 1/8"=11-00 173 6}2 l J7 q=== 1=Z3_ PW1 S3 Third Floor Shear WaLL Plan Z N O m r W D D v coD (A 2 (�r co co2 2 00 CDD `Z �_ co co_ z Z N (Cn N j N O N N I D 0 N N N r r N O M M m O 00 O Cn O 0 M -1MC7 (n�W ND -4 � 2m vm WW WCO 00 � Dr DK DS DD w \_ \_ Cn -I O CA T1 0 .MCI ADO mM 2 m x px DO_ DO_ �O C� CO CO �m �m mD mD N Ul C mm �ZF -U\ M K �-0 K:-0 r r nK �C KF KF m O U) U) z z < C) o O zcnm D D m m �D D r tncnM m0M M— m m zz Nz ZM ZM cN �o �m mm O O 0 0 S S r0*t ITI z W W I N N nl C:mz C:M �K 0� Z p0 00 z z �O n c) c� M S S O O 0 cn cn M m� z M - c) S Z z c) c) r M M Z M O O C S S D co co co z �Z MO OO C I 0 0 O 2 O O D m m m m D cn C4 K z o z v z z m M Z cCOo 0 o CO m O I I I I I I I I I 0 N N < N KO O \ (p < < OD C)O `' f= O N C au r O O S S p cn 00 0w 0 \ r I I co co m O (n N r 04 A G) x 2 o> D D zN WW 2 KD KD nD 0> MD D D D �� C (7 � � IVm > D I Wm O pM pM WM WM CM M M M pD s s" s" s" mz -Ti 0 N N Cn � �r r v� v� « « �� Oz c� m m \ , W m cn m cn I cn I cn cn cn N cn m e m C7 �() �M (nTl (nTl D N + p : r� r- N� N� � � -i -i rTl N N N N O r*i < N 0M nD On On z s D -iM M M M M D O O O O cn p 0 Zr MC) �m -Mm r0 coC N XZ cDnZ Z Z Z Z Z Z � \ \ \ \ A Oz M J z G) 0 M •--1 O O 4 C) r N 0 n s 1 C) 0 C) C) C) C) C) 0 (Z _ < m xm �M 0 � m m m � � m (n < N NJ N \ 4' 0 co x C co r m 0 0 v v z ) C.)m> me q!-> 0 K z m m c r2 0 rZ r2 O o � Z z n () � C) �? 0M 0 m z X X Z Z n z Z r m C O O W M co< W(A cn -0 D W N� r � r � (A (n m� D N LIW �+ M o m o o M �m �rn� r (� I cN oo D W D o o N M m \ < M O(n c -� co Z Z K 2 2 2 3 M W K p 0(n 1 � � c y (n�1 ;K x C) C) z C) (n -u D 2 O N N N N Z m0� W �� �� < O) < (O�1M M O O O O �m mV� O �< CX so s:O X� Ow W W Cn (0o ( r M D — Tl Tl Z O O m oo gLn� Z c)< Zc r0 ro �® C) 0 0 0 I I crilN Z0v Zm m m � ZS)w N M to co = nm SON o �Z D� O � ON z0 Om� M Ov r< Z Z O v. N > 0 > 0 x W 0 K M W MO *o K zM MW r-Owm W 0 K M W MO *o K zM MW r-Owm m z� z r r 0. m O m D D 00 z z D D O O D M O o-O O O D M O o-O v .Z�lODO Dm O l j(Dj c� C) G� r r z2 �' c) c� M r M r rz p0 0 mM S� cn—I*1 rz Op 0 mM S� I*1 m Dr Nv O v-4 m �- � D O O 0 W r r r � r � M M CO M �pp �0CC CO N(�j �r�rcrT1� �j pip CO M �pp 7\0CC �O Wn �r�rcrT1� (n .Zm7 .Zm) .Zml .Zm) 0M D Cpy CO ZD Zr �� O -0 v zz zZ � M c my M O zm MO m2zDm M c my M O M MO m2ZDM� .ZO) D D D D = Ov mcn v �� �r c) D D cn n m cn vD 0z �m m O� N D m cn vD �z �m m O� 0 0 0 0 - O cn O co 0 0 c) c) X m D T. m D D O D D 2_ m m G7 � CM (n - cnx 0 CM (n - (nx O O O O -M �� D �� v m �rn M � o o mzU)i mzU)) U) z � c) D 4v MC) z M� C ��z U) z � 0 D 4v �� z �� C -�Z 0 2 0 \ D 0 0 N r z G) O� cn N r z C) O� cn O z z z z m fJ- z 0< O m v �W m 2 r So4m m � v �W m 2 r �SoQTI Z D Z N Cy D v < w M W O O Mr W O O Mr M C m D D D D M CC) < �r z 2 W •0 .� D M �— (n2 \ D M �— (n2 \ < r r r r z D < O z x-0 l0 (A D D N � N0 m M ND O Zm (n0 — ODm� m U)> O >(r- (n0 - ODmM r mm m 0 0 z z cn z Cyr y (n �Cm(*�M N z Cyr D (n � mm (n m mr S < Z C) O O N C7mp C) m0 C -z m0 M C7() m z C7Z—DO C m M C7() m Z C7ZCD0 O (n o N 0 o r Dm 0 � z z Op Z -Ti Z Z fMTI m m mD D 1 _ z� m mD D 1 - z� C � * <0 W* cn� D m m N z m z m r Mz r r r� N zD m� m �l O V C O v v zZ Or�,� r vmC O 0� r vm � C) �r- DO or- C)� n m- in m m 2 c C m C O -mv m p � -u ZZ m - -mo _ 2 - i TI o M O c �- M S M � -Ti 0 0 2 ao M 2 2 Z m m Z m m (� 0 0 m c) 0 c) (� m O C M � 0 0 m � � 0 0 Z z 0 mOr N Zc� v Nr- D G7 O O DM Np z z < (DnU) < (Dn � (Wj, D M0 -0 �O OaoV, m � z0m� Cn y M0 -u �0 0)CO (n � zon� Z N m O C �O m O D m r Z z OD 2 � N M M n m M n m M s m � � r O� � � m M z s m � � r r � � m�m O My M s N N S 2 M o N cn r rMOO M O cn cn 00 r rM(Zjo m < m m - m - _ D (n _ D (n- _ D (n D (n- m 0 m Z m m- M M W N �m o M W cn m �m o M z mW O m0 m 2v = 0m = Om (� D 5c D z (1). C� D � C S 2 z (nv D m m 2 O (nM 2 O cnM (n v O � W z 0 0o x v Z v z r o N D M r G7 C r O N D M r G� -Ti n m D Km O Cn O<� X (Mno D COX COX z � r CC) = � 2 � �rDZ z - r co = � 2 � � ->z C) z M D O < (n (n M co m CD m r cn c O v Z z < r 2 z r m z < r 2 Z r m c) z (n m m m r - 0 m D r O r C N r I - O m p- C r N 1 U) (zip v r m O Z c� C) o (n o L W v C)• 0 M mo mo � z _ < MMO cn D rC) rz �_ < rMMO O Or n z(� y D C� (oM0 (oM0 0 D m AC coo �S0M0 p D m Mc co 0) M0 D z m m -4o z D - Zp rn2m rn2m s (n cn �� � 0 R° o �c�= = N (n �M � 0 �° O �'c�2 oz W 2 � c TN � cZi� M - C MZ S ��mc) (� M M C MZ S ��mc) vC N� r M O 0 Eq -V C)) M S C 0 D M mD N m r - oz-M n 0 p m mD N m r - oz-M N D m M m D SOcn� C M \ m D SOcn� r D D D 0 m D� U) r N N o > m z D p— m z D p- r r r z �Z m N N � °' � � � � � � X o .D � z°C° 0 X o � D � z°C° c) M v (n M C) 2 O C) M m -0 O 2 O C) M m O O O o N coO M v � � � _9 -n -Ti CO O sN MM co O sN Mz- r 0 C O Cl) Cn C ,� K mom - m 0 � � � �m 0 Dz 0 Cn M y n co m n Co m m c - N _��-< m c � N M�-< 0 rD v 0 zD m2v m20 0 � o � 0- > � (� � o � 2 zn 2 S 2 m D �z = rrn cn c) cziz � C) Z * o 0 =��Z o 0 = �Z N (� -< D D to S 2 Z � N S 2 z M M M O mD - Sm � C � C � O ? Dr�**�1 v O z > �1 v m m m c v� D Dm -4 � m D zD x �C)m D x zD T. 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HEATING HOT WATER RETURN(HHWR) ---- FUTURE AIR CONDITIONING(AC) CHIMNEY,FOR FIREPLACE RISERS, TYPICAL. " 0 70 0 0 8' EXHAUST 4 VENT FOR VENT FOR BF1 IN ROOM FIREPLACE, 218 TYPICAL. i 1 4'Vxrt 0*,—8" EXHAUST VENT FOR FIREPLACE IN ROOM 4" VENT 216/217 COORDINATE THE LOCATION OF ALL ROOF VENTS WITH THE ARCHITECT TO AVOID LOCATIONS ON SOUTH 0 o FACING ROOF SUITED FOR THE FUTURE INSTALLATION /-I VENT c� r OF SOLAR PANELS. o " D 4 VENTY^AIIII o I i A1(} 25"x1 a" RANGE OUTSIDE A20 3VENT TYPICAL 4" VENT ®AIR INTAKE ® RELIEF AIR 3.25'x1a' RANGVENT E WENT 'TYPICAL /-4 i ' VENT 4 VENT F i i 1491 0 0 ® o 0 i SG2 SG2 SG2 204 204 204 CFM CFM CFM HP2 CRD CRD CRD ( 12'0 SD-223 SD-223 SD-223 HP2 HP1 CRD CRD CRD RG3 CRD SD-223 SD-223SD— 550 CFM RTU1 800 Q � 8'� 8'i " CC1 800 S'f g"y 13 x 28 8'� 8'� 8» L, UP 12'x10' 1O"x8' U1 12"0 14"�i i 8'x16" 22' x 16'SL UP 8'x12 EXISTING, " 12"xi a" 10•x8" BLANK OFF EXISTING KEEP PRESERVE EXISTING OSA '`-•- 16"X16"(W) UP �j TO AHU2. TO " IMT'AKE HOOD 81*0 B1'U1 8"o 8 4 16wxl r(W) UP S/A 1950 CFM TO ROOF Boo 800 8"�6 ._.._..._.....__.._..... R/A 165a CFM INTAKE HOOD r— 1 OSA 300 CFM CRDCRD SD-223 CRD: CC2 U2 SO-223 MSD-223 -CRD. CRD CRD I 0 ROO"F� UP 14'x14" � " CC2 U2 SD-223 SD-223 SD-223 INTAKE 14 x12 20*X2Oo(W) UP 14'x14' {2a'x12' 20"x'12" ---� TO ROOF 14'x12' INTAKE 14'x12" 2a'x12' 20102" C 11 00 14"x12" t�"xISO ICG 11 6'x16' M MUA1 tl MUA1 QCONTRACTOR TO REPLACE AND RELOCATE THERMOSTATS EL ROCATE HP2 AS SHOWN. ELECTRICAL CONTRACTOR THAT ARE CURRENTLY 1N THE ATTIC FOR MUA1 AND TO RELOCATE POWER TO NEW LOCATION. MECHANICAL IDEMOLISH AND DISPOSE OF AHU1. AND CC1. MUA2. NO OTHER WORK TO MUA1 OR MUA2 IS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEMOLISH AND DISPOSE OF HP1. REQUIRED. THE TEMPERATURE SENSORS SHALL REMAIN RELOCATION OF CONTROLS. RELOCATE PER DINING ADDITION PLAN, THIS SHEET. IN THE SAME LOCATION. THE CONTRACTOR SHALL ENSURE THAT THE PROGRAMMING IS SET PROPERLY QRTU-1 AND RELATED DUCT WORK SHOWN IS DIAGRAMMATIC. THE ACTUAL LOCATION OF THE MOVING THERMOSTATS. THE LOCATION OF THE THERMOSTATS IS AS SHOWN OR AS DIRECTED BY THE ROOFTOP UNIT AND DUCTWORK CAN CHANGE TO OWNER. ACCOMMODATE EXISTING CONDITIONS. IF ANY SIGNIFICANT CONFUC°TS ARISE, CONTACT THE ENGINEER FOR ADDITIONAL DETAILS. DEMOLITION PLAN : A"=1' DINING ADDITION WAC SCALE SCALE: "=1' DRAWN/DESIGNED BY. CAD FILE NUMBER: Ll APPROVED FOR CONSTRUCTION CHANDLER'S SQUARE INDEPENDENT N #: BP/CG VENTILAMONDIAGRAMS--09001 : . CHECKED BY. COUNTY CG SKAGIT DATE •:....:.... .. JOB NUMBER. RRIS ON EN GINEERIN G IFC 01/15/10 REVIEWING ENGINEER DATE y f ANACORTES, WA SCALE: 09001 JURISDICTION HORIZONTAL SEE PLANS 1997 PARK LANE, BURL INGTON, WA 98233 PHONE (360) 707-5656 FAX (360).707-5858 ROOF VENTILATION DIAGRAM �t J ' ; VERTICAL N/A �.—.. OF 0 No. DATE IN[T. REVISION APPROVALS . ....... � M G z � G G m ED Sao � A rri A N c.+ � A �! 0 I A m D 0 k � Z 047= fi—�— I � to y ca CO Wg ' U7 IF II _ � ,?z Z" co rn X A C�m r y �mm Zm O 0 DZO 00 m o�m N C ''�Z F— mm zC) I o x I � d � r I 0-3 Z a r cn cn I cn cn � z cn c r� y O I c � 0 L — EX. CONC. SIDEWALK CO C) a 0 O m D = ill co m z m m EX. CURB AND GUTTER k n O ZLn �a a -P, ? co ff ff y ID o\ o - 0 AVENUE - zN O , O — — — — N O 0 � C) G G