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HomeMy WebLinkAboutB04-0034.pdf NOTES: 1} DATE OF SURVEY: 12/17/03 SEWER MH LQCATIONS ADDER 3,/�/Q4. {MPRQVEf�ENT L(J�ATlON CER1'IFkCATE 2) SURVEYOE� HAS NEADE NC} INVESTIGATION OR (NaEPENDENT SEAR�H �OR SIDRVEYC}R'S GERTIFfCATE EASEt�ENTS OF REGQRQ (OTHER THAtV Pt,AT3ED}, ENCUMBRANCE�, f, M'schae4 J. Past, a Professior�af Land Survsyor registered under the laws af I hereby certify that this Improvement Locatian Certificate was prepared RES7R�CTIVE COV�NANTS, OWNERSHIP TITLE EVIDENCE; t?R ANY C�TNER the State of Caforodo, da hereby certify ttrat this t€�pographec survey was far ERIC SNIRIEY FACTS THAT AN RCCURATE AND CURRE(�T TITLE SEARCH MAY DlSCLC}SE. mode by me and tander my supervision, csnd that tFre survey ws accurate and that it 6s nat a land survey plat or improvement survey p(at, and thot it is 3} NOTICE: AC�ORRING Tt1 C4LORADO LAW YOU MlJST C4MMEtJCE ANY LEGAL correct to the best af my knawledge. not to be relied upon far the establishment of fence, building ar other future ACTt�N BASED UPON ANY DEFECT IN TNIS SURVEY iMTNIN THREE YEARS impravemenf lines. AFTER Y4U FIRST DfSCOVER SUCN �EFECT. IN NO EVENT, Md�Y ANY ° ` .. AGTION.BASED UPON ANY DEFEGT IN THIS SURVEY BE CC3MMENCED MQRE ' �__�_____ : f further certify that the imprauements on the above described �Qrcef on THAN TEN YEARS Fft4M THE I}ATE OF THE CERTIFICATION SHO ___� __ _ Michcre(,J,''�Po ' "': this date, 12j17�Q3, except utility conn�ctior�s, are entireiy within the HERE{�N: Colo�'ada�`P:L.,S. 0116',. - . �:: bound4ries ofi the parcef. except os shown, that there are no e�croachments 4} Q.5' OF ,SNOW ON LOT AT TEME OF SURVEY; SOME FEATURE� MAY EX(ST � , � upan fhe describ�d premises by Ampravements on any adjaining premises, : , . :, . �;' BENEATH SNQW Tf-fAT ARE NOT SHOWN (3N THIS DRAWING. except as indicated, �nd th4t there is no apparent evidence or sign a€ any "" =^ easemenfi crossin or �urdenin an �rt af scaid arcei, exce t as nated. x :" 9 9 Y � P R 5} BASiS OF ELEVATION: NAVD88 CONTROL FOINT "�PRADDL.E°' ELV. 8287.40 Datf' � - ".��:._ :� � "°��.'•°' �H• ",��� � ���, 6} �ASIS C7F PROPERTY LiNE LOCA174N: FOUNQ PROPERTY CORNERS AT NORl'H F'R(}PERTY N., ` ° <. ��s � ' ` §>,.�� . �,�'`�'° ' ��. LkNE L4T 13. (BEARCNG BElNG S 8Q'15'E}, -�_._. . ,�, MichaeC J,` f?ps � 7} �E�RiNGS AND-DlSTANGES ALONG PRUPERTY LINES SHO �iEREOtV ARE � sewER �ar+ � n�Eas. R�M E�=�s��s.e Calorado' F`.L.S 3f�1�16 �� �+eAS: �NV��r et= e�s7,a . . , _ AS SHQWN QN TNE SUBDMViSION PLAT tJNLY. A B4UNaARY SURVEY WOULC3 ' : -° � BE NECESSARY 70 DETERMlNE THE TRUE QIMENSIONS OF THE LOT At�Q ° . °. • �, SETBACKS, WHIGH MAY VARY FROM TNE PLATTED DIMENSIORfS. Dote y.....�' �'..�ea � ' �� �} TNREE Sl'QRY STUCCO ANQ WOOD TOWNHOUSE. . . � . . . � . � . . � . � . .. . � V�����]n ..,.�,.k � � � . . . .. � � . .. ' . . . . . °-, �' ` ` •'" 9}POSTED AQDRESS: #$ VAIL ROWHOUSE. . . . . � .. � � � . . . .. ��� � . . . . . . . . . . � `.e � &�FS�v yp ...,�t,. � � � . . . �. .. . . .. . � . . . . . � ' � . . 10} 1' CONTOUR INTERVAl�. f 11} 14Q YEAR �LC30D P�AfN APPROXlMATE LOCl�TIQN INTERPCtLATED PER F.E.M:A. M�P � co��u�iTY - �A��� �a: asao�4 aooz o. RE�nsE� 5/�/a�, v � s�w�R MN ��a ��vER� ���v.- �i��.s" use� FoR sasES oF e�.�va�a�. �-, ' (us�a �o�"�o� YeA� F�.00a P�:AiN` aNLY}. � LOT 7 F�.00� PLaer� Es v�RY A�eROx�MaTE A�o suaJEC-r To c�a�c�: u � 12} �UILQABLE AREA: 2632 (TOTAL} _ 8 (100 YEAR FLQOD �LAIN} = 2624 SQ, �T: �..... � � ' � . SEWER MH � / 4tEAS. RIM El= 8177.3 ( ° MEAS. BNI�RT EL= 8156.5 �� . , � . .. �' . . . � . . . . . � . . . ! � � R � � ��� � . � . . . . . . � .. . .. � . •� � ` . X . . . . . . f . . r �I �. � .� . �. . . � . . . . � . . . . 77.4 � • 1 �' ��p �s , , � �9'45' E l Q5,g K !' � ' � � f /� eT7.2 � 76.9 `��l�f , p I f � Q � F�rrcE ��'�"n,T�� � X r �, � � � P�AIN. AR F'L.00D � • 76.9t 6.4 -- 76.3 �i '�1- ' `V�`"�, r � r 75.e r / (SEE NOTE � 11} ; N a�� 8 B.6 , <.0 J rr U11LITY EASEMENT � I � ASPHALT dRIVE / PARKING il����!�y����o; N 1 '- _ _ C , � d � ` ' r }`s ' ,aY .��.+�t f`' �X-__ � --_..._,,,� r � 0.6 / . 77.6 {"{!��t,� I t'1 - -"_- _ ' �{ tr _ 69.9 I � � � 'Q} a v�� ��i:�' _ i -3t _ , r f �-.,� p � J . c, � ` D.a a�a. sTEe� *� `°�r ii r ; 2s.a . � � r � � , PPOLE {TYP.} � 77.3��j p9 4 _,/� �'----,._ � �� � ° ( � f / � z ,.,. �7>>.,._�, '' F � \�� r ^ r g� WOOg' BUlL[TWG o 1 � 1 ��, t DECK o rr OUTLiNE ° �` ' 14.0° .�� iU - rF �� . . : � � i,,�l, '.f�� � �_.. _ . ... `� Q� . . - - . � . / . . . � . . � . . ir-.` - . � . . �� " �� . . ' �`"1 -�#-^ ENTRY R 4. � I �� � �'�� s� i j � � � � � � '?� .�a � STORAGE� r X f�� � ��� �(,��. / � 77.8 77.4 �?�(i��'`t SHED x79.t r FX �q( f /j I � /� �7.0 r �( t �r g X n.s ! ( ��.,I t � E x ~l a �1 • �y . f / _ 7$.0 � '`�.7 4n L7 � p X • Op SI- ' . ( ` ( � � ��� � V4-4 �.a' � 2632 SQ, FL ' � ��� +�a � ` /- f� 1 � ,`,�if� �7�� � �a,.�T`�'''''+�.�y�_, �.���� . ( _ _ xu r Ac ; � ,� � _ _.. . . - � p � � �t1 . . ^` . /��� ' \ . g � . C.t,J ;;-''� :,_ ` �k(F�! 6 - " -- ,_ __ _ W r � PATIO E�` �I � EDGE OF r `�. , ^ 4 �, `\.,,' � � �,r � �- � GQRE CREEK, r � , CENfERLIryE Q ' ���t�\ � (��•,¢�, X + /' % f � *-- � 1 GaRE CREEK � _ '� r r.a 1 � o � j � � � �05•21, `�` � � 7a.� ' t . � � J ,G�, / � � J � � �j.�+y4�28.3 e ! (/} a ' 2. �±.�.,� � � � 72,4 '^--/„M1=.�� n i�'� f � /'� ' ��r r � TRACT � - l � �acE �F A - EAVE UNET 9 8199.7 ' 1J ; 72.4 r r i � 8 - EAVE 8195.9 L V T � . G - LOWER ENTRY 8170.7 t �� r l � GORE CREEK WOOD TiE P: t t p ,/� J ✓ � Q - ERVE 6195.9 t PLANTER �w j f C / r E'- UPPER QECK $t$7.4 � �r `� f � F - UPPER ENTFZY 8187.6 f � � i . G - EAVE 6194.7 ; f 72.3 70.2 � � N - EAVE UNITS Sj9 8196.� . ! - R04F REDGE UNIT 7 $99$.0 ; � 11 � 61QWLINE J - RC}OF RIQGE UNiT 8 82Q0:7 �O} STREAM SETBAGK f � � G4RE CREEK 1 �c - cFS��NEV a2o2:s FROM CENTERL{NE GORE � � _ � � - ch�r�r�Er a2a2.s CtZEEK � � � r � � M - R44F RI�GE 820D.$ � N - EAV£ $140.fl ` � 1 , - 0 - DECK SECQND fLQQR 8189.9 i r f � P - R04F t� 6UILAlNG 8t95.7 � z 4 � Q - pAA1N RIQGE 82(SQ.� ; ' � f � R - ENTRY SEC4ND f Lt}QR 814Q.2 S - EAVE PARTYWALL 8193.5 � f � � r - eAVE PnRnwa.t.i ess�.s 0' 10' 20> 3Q' � � ` ' � ° ;. U - RECK SECOND fL04R 8189.9 , � V - EA4E UNfT 9 62Q0.2 I f W - POL PARSY WRLL'8197,6 � � X - MAtN RtdGE A BUil.f)tNG 82QQ.8 ! � 1° - R04F fttDGE UHIT 9 8210.1 _._. �1�`�,,�, , ��IPRC�VENfEI�T LQ�AT6a(� �ERTIFlCATE � TC�POGRAPN�� �l�l��/EY x��`_ INDI�ATES QEC4DUQUS TREE WITN APPROX. Q,5 DIA. TRUNK ��.� L T ! I L , ��" �ND �ART aF �aRE CREEK Df�IVE ��,!, 1`�--� !� INDECATEa CC3NIFEROUS iREE WITH APPR4X. 1.4 C11A. TRUNK ��IL VILLI-�GE FI(i�T �ILIN� ' . fll'�,��`� � T F !f IL, LE � U TY', � LOR 41199 HIGHWAY 6 & 24. EAGLE-VAIL SEWER MH LOGATIOt�S ,4(3DED 3/4�04 M. POST P.Q. BOX 1230 EQWARC}S, C0. 81632 AREA CALCULATIONS ADDED 2 j17/C}4 M. ��JST (97Q}949-f4Q6 ��a.Qwc r�. �o�� �/z�/o� JrJE3 �1C), F�34 � .-`' . IMPRQVEMENT L(}C�TIQN CER�IFICATE - � I hereb certif that this fm rovement Lacation Certificote was re ored . Y Y P P P N 07E S. ,far NEDBO CONSTRUC710N G0. , , . ; : - , , � that �t �s not ca land survey piaf or improvement survey plat, and that �t is . 1} DAT� OF SURVEY. 10/13/04 not to be refied u on far the establishment of fen e bui(din or ather f ture � p e , g u 2} SURVEY0�2 HAS MADE N4 ENVESTIGATIQN OR iNQEPENDENT SEARCH FOR improvement lines. ' EASEMENTS OF RECQRD (OTHER TNAN PLATTED), ENCUMBRANCES, _ . ; RESTRICT(VE COVENANTS �WNERSHIP TITLE EVIQENGE OR ANY OTHER i furth.er cert�f.Y that the �mprovements on the. abave descnbed parcel on - _ ' � Y . .. . .: . : FACTS THAT AN ACCURATE AND CURRENT TITLE SEARGH MA DISGLOSE. this date, 10f13/Q4, except �ti(ity connect�ans, are entire(y w�thEn the ' :. b a n r' f r u da ies a the pa cel,-exeep� as st�awn: that there are no encraachments 3} NpTlGE. AC�ORDIPJG T0 CO�QRAQO LAW YQl1 MUST COMMENGE ANY LEGAL u on the described remi5es b im rovements on an ad`oEnin remises, ACTEQN BASED UPON ANY QEFECT (N THI�'SURVEY WlTHIN TNREE YEARS P P Y P Y 1 9 P ` except as indicated, and that there is no apparent evidence or sign caf any AFTER YQU FIRST DISCOVER, SUCN �EFE�T: IN N4 EVENT; MAY ANY `. � ACTfC3N BASEQ UPON ANY OEFEGT IN THIS SURVEY BE COMMENCED MORE _ easement crossing or burden�ng �nY Port af scrrd pa�ceE. except as noted. T T T T T AT! HdWN • HAN EN YEARS FROM 7NE DA E OF NE CER IF(C QN S s _� .,T ;;:d,,,_ FtEREQN. _ � �. � , ;, ,,f£ 4 BASIS f�F ELEVATCON: NAVD Ci}NTROL PT. "SPRADD�E'" ELEV.= 8287.4Q _���— ----- } _ � __ _..__ Michaei`,�f Pa ,, '�,, �� . ,4 � • , ' °;, 5} BASIS OF PROPERTY CINE LOCATIOPI: FOUND PRQPERTY CRNS. AT NORTH PROPEF2TY c�to�aao•e.�,s, �al�s .- �. LINE L�T 13. (BEARlNG BEING S �Q'15" E} - ,•: __ , - ,_ n _ v � : .� '., ._ � 6} F�EARINGS AND,DlSTANCES ALONG PRORERTY LINES SHOWN HEREON ARE '� .`'-0 " � � AS SHQWN ON THE SUBDIV1SiQN PLAT ONLY, A BOUNDARY St1RVEY WOULD Dd�e: ,..��`' '�_� _ �'�_ ��" BE NECESSARY TO QETERMINE THE TRUE DiMENSIONS OF TNE LQT AND �� � � . �- . SET�ACKS. WNI�N MAY. VARY`FRQM THE PL.ATTED DIMENS(ONS. ' . � . . . � � .Y. . .� . . . . . . . . . . . . . � . . . . . . . . . . ..^. . . . . . . .. .. . . . . . , . . . . . � . - . . . ... . .���, , .. .. `. .,`•.. . . . . . . . . . . . .. � . . . . . . . ... . . . . . . , ;a' 7 2 STORY I�ITH WALKOUT WOQD STEEL FRAME BC(JCK STRUCTURE. UNDER GONSTRU�TIfJN. ,ArftR, ) � � . 8} NO POSTED ADDRESS. 9} PARKING AREA UNQER CONSI'EdUC°fION AT TiME OF SURVEY. _ ;''°'� � , I �' SEW£R MN � o � : : L.C�T 7 : ARC = 1.51' 38.22' . 2ND f1..40R DECK . '"°- �g° °? PROTRUSION �'^�,,,,C„e„�1"~-��._^' (,L,I EASEMENT BY EAGLE VALLEY ! --e...J2.3'—_-��,, SURVEYfNG'DATED 4/2/Q4 + �• -'---.- � 3.B' S 79'23'44" E . '��" CONC. S7AIRS (UNKNQWN IF RECORDED) . - � & LANDfNG 1.50' (�' a � �� PERIMETER Q.6' �� t.a' N07E: PROPERTY LiNE F4lLQWS HIGHEST/MAIN // PARTY WALL O 'vl' �/ � ' 16.8' � E EV. lINE cy > f N � � 82t3.5' � j x p g 4� _ oec�e ' � � � . - � �_���� �� $Rsii F�:aoR � 1�5.9���� �;?-..- 'r car�c. s�n.a _ __ 1 ELEV. ,,.,-�'"LOT 7 � � i.a' _� ! _ ° � BUILDMG SET6ACK N �UILDING 4UTLINE � ��.... 0.4 DtA. STEEL • 'cv QECK/PAT10 UNDER 26.1 ,�„' PARKING LOT � � CONSTRUGIIQN ABQVE � i'- � (� POIE �TYP.} rf ��T � r ""'- , � z , �� 8215.fi'_ _ o� �p• [�' ; ELEV. - ��32 SQ. FT. UTI�i"fY • � � � TOP GHIMNEY � EASEFAENT �.Q6Q4 AC. 20:Q° 1 -�"�---_.'-� BUILQING fACE FALlS " 9N BUiLDING SETBACK it �i.o � �. ; � "�'1y^`.a,�g,q r f 0.6' -_��..�,s� ' "' N i ry r coNC. staa / NOTE: PROPERTY UNE FdLLdWS "? � 0.7'/ t.3 PARTY WAIL "' `tt-r - .y TRA�T � : . a : " °�'45' ''---- �' _ � � E lQ�•2�� �a r,.o ' c,� : �` -`'---�...:..� a�J � � �� � , ,,� � '� LC}T 9 �4 T�%�,� `'. WALt r� _ , !! : � P1 t:1 � `n � : / _ r 1 _ ; _: tr� Q' 10' 20' 30' _ , - � IMPRQVEl�ENT LQCATfQf� �ERTiFI�ATE L.(�T �, PL/�T OF RESUBDIVISQN (JF �L(JGK �5 �, �[�D P/�E�T �JE �a[�E CREEK _ DRIVE ` � � _ U�IL VILLA�E, FIRST FILlf�� ��� EIVEt� �, : _ :��� -- � : T�WC� C�F VACL, EAGLE Ca NTY, CQLORADQ , ^ _ -: NOV , . ; 41199 k�ICHWAY 6 & 2h, EAGLE VAII� � 0 5 CUG� ! : , o ) ; . � � p j � . ���OG�C'� � d �d'15 J�IAC.�)I�1" : p.a. aQx 23 � � �l� �/ �� EQWARDS� C0. 81632 , l�%� . �°�v . �34 (g7Q}949-T406 834ILC2.C}WG M. PQST 10 29 04 , , � . , _ ° , , : ; ..,.�,�,�.��.�._ _._.,_�...p.�. �.w�,�_�.�_._.._ __,_�.�.._.�__�„r. . _ ___ e� � , � � ' " - ,.�, t �' . , �, �, ; . � .. � . . . . � . . � . . . . . ��.. .._,:. � k. � , . � �`� '� . �. � . . . � � . . . . . , � � . . �. � � � � � �. . .. . . . ���� . � . r, . � � . . . . . . . . � . . . . �., j��� .�.� i .. . . � . . � . . � � . � : : � . . . . � . . . . . � .0 � . . � � � . � � . � . � . . . � . . . . ., . . �. .� � � � . � � � � � . . . . ... � � . �. r .. � . . . .� , �� `,, . . � . . . . . . . . . . . . . . . . . � �»�,,,, '�. � . � � . .. . . . � . , . � � . . . � . . . , . . � . .. . . . . . . . . � . . � . &��� �. I � .�4 . UNIT N0. 8 VAIL R H ., � OW OUSES VAIL C0 -��___.. ,: , , � _ �{� �� � �ENERA� No-rES: PROJECT TEAM: PRD ECT SU M MARY: � M�� . � DRAWING INDEX � �:v.� 2. VERIFYALL DIMENSIONS CONDITIONS AND UTILITY LOCATIONS PRIORTO BEGINI G ANY ARCHITECT . SURVEY �"" � �;;���,�;,,.,� , , N Code. � �� z: WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR C O� I I:I O TOPOGRAPHIC SURVEY � ��'��`� p c���� oiscREPANCiESiNTHEOOCUMEN-rsiMME�iaTE�Y. K.H. WEBB ARCHITECTS P.C. INTERNATIONAL RESIDENTIAL CODE 2003 . � i, ��F G 953 SOUTH FRONTAGE RD. SUITE 21 b ,� ,� 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN , ARCHITECTURAL � APPROYAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR VAIL� CO 8 I GS7 ZQCI l Clg: �'' �� ARE�s. PH. 970.477.2990 A 00I i:10 SITE PIAN 4. PLAN DIMENSIONS ARE TO FACE OF STUD,CENTERLINE OF STEEL,TIMBER,STUD COLUMNS,OR FX� 970.477.29C�5 H I G H D E N S ITY M U LT)P LE FAM(LY D(STR)CT A OO2 I:I O LANDSCAPE / LIGHTING PLAN FACE OF CONCRETE U�JLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE StUCIlO@ICI1W2bb.COtY1 OCCU aC�C CIaSSIfICatIOI�: US�� GRFA CALCULATIONS ' TO TOP OF CONCRETE,TOP OF PLYWOOD,OR TOP OF WALL PLATES OR BEAMS UNLESS I� Y A 003 OTHERWISE NOTED. CONTACTS: KYLE H. WEBB / MILLIE ALDRICH TYPE R DIV. 3 A 004.I U8° BASEMENT tA�CU�ATIONs .� 5: PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS WCLUDE A 004.2 I/E�� BASEME��T CALCULATIONS BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOLIET GEN ERAL CONTRACTOR ACCESSORIES, CABINETRY,COUNTERTOPS,SHELVES,CLOSET RODS AND FALSE BEAMS. A QO4.3 I/E° BASEME �ALCULATIONS , b. REFERTO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR NEDBO CONSTRUCTION TYPES. PO BOX 34I 9 A � �� I/4" DEMO PLA�, A IOI I/4" FLOOR PLAN, � 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WWDOW SCHEDULE FOR VAI L� CO 8 ( 65S SY M B L � ' WINDOW TYPES. O S . PH. 970.845. I 001 A I 01 II4° F�ooR P�AN , - 8. COORDINATE ALL ELECTRICAL AND MECHANICALF1kTURES TO FIT WITHIN CEILING FLOOR FX. 970.5'45.9979 �� ~ A � �3 I/4 ROOF PLAN AND WAL�SPACES. YERIFY WITH ARCHITECT WHE(�bIVERTING FROM DRAWINGS. CONTACTS: � � J� /� A4.00 4.1A H �O`t ��4�� R�P 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDAIVCE IS NEEDED BY THE CONTRACTOR GUY CUCCIA �SUPERINTEN DANT� FOR CONSTRUCTION OF ANY ASPECT OF THE PRO ECT,THEY SHALL IMMEDIATELY NOTIFY THE A I OS I/4�� RCP 1 PATRICK PINNELL (PROJECT MANAGER) se�ioncutRereren�e oetai�AreaRereren�e ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. STRUCTURAL ENGINEER A3'.o A 20O I/4�� SOUTH E�EVaTIqNs � EL: 0'-0" 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES A �O I I/��� NORTH ELEVATIC�NS AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PRO)ECT IS GOVERENED BY THE Elevation Reference Elevation Symbol UNIFORM BUILDWG CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE coNS-rRUCT�oN STURCTURAL DESfGN SOLUTIONS � DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES PO BOX 2494 A �Q� I/4° EAST / WEST ELEVATIONS INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. A � 1 A ZO3 I/4" SOUTH PRIVA�Y FENCE ELEVATION /`1V�N� C� �� 62� A4.1A A-2. I I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND PH. 970.949.7 I OO ', . , A 2 I Q �I4° INTERIOR ELEVATIONS , OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING,OR , Detaii Cut Reference Large Area Detail Reference FX. 970.949.3377 .� DRILLING OF ANY CAST-IN-PLACE CONCRETE,STRUCTRUAL FRAMIf�G,OR ANY OTHER ', A � " II4�� INTERIOR ELEVATIONS A STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTREGRITY OF THE CONTACT: � CONSTRUCTION. Q1 12/31/1999 .. TYLER ALDRICH ��d--a 12. THE GENERAL CONTRACTOR SHALL VERFIY ALL EXISTING GRADES AND SCALE OUT THE Revision Gioud Revision Symboi �� �' A 3OQ 114 SEtTIONS � BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGI�JING ANY SITE ,. - woRK. FIRE PROTECTION A 30I Il4" SECTIONS �° t` - � � � � �,,. ' A 3�2 I/4° SEtTIONS �" „��: , " 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HAR5H WINTER CONDITIONS,ROOF&DECK O � � ��. � SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE&SNOW TO ENSURE MINIMAL BFPE ', , t,� �"- � Gnd Bubble Material Tag � :; ' : _ PROBLEMS WITH THESE SURFACES. P�"�. 303.426.03'42 y _ . : � A 4OI DETAIIS 14. SU65TITUTIONS OF"EQUAL"PRODUCTS WILL BE ACCEPTABL�WITN ARCHITECT'S WRITTEN FX. 303.429.9205 , APPROVAL. C(�NTACT: A 402 �ETA��s _. rv,� � PE��RY MATHEWS A 403 DETAIIS , ,��A 15. IT IS THE INTENT AND MEANWG OF THESE DbCUMENTS THAT THE GENERAL CONTRACTOR , ` AND EACH SUBCONTRACTOR PROVIDE ALL LAgOR,MATERIALS TRANSPORTATION,SUPPLIES, , DETAILS �-- A 404 EQUIPMENT,ETC.TO�OB'�AIN A COMPLETE J09 WITHIN THE RECOGNIZEb STANDARDS OF THE v �` wous-rRY. MECHANICAL ENGiNEER , 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENYEL�PE AND/OR OUTSIDE C SETBACKSWITHOUTCREATINGEASEMENTS. NOTIFYARCHITECTIMMEDIATELY�',FANY ARCH��ECTURAL ENGINEERING ', A JOO W�NDOW SCHEDULE / DETAILS �- oiscREPArvciES. CONSULT�NTS ,, DOOR SCHEDULE / DETAILS =� A 501 ��� P.O. BOX 8489 17. TF�IE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING ,, UTIUTIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION AVON� CO H I 62O � � ' � IMPACTS TO THE SITE. PH. 970.748.HSZO ' � STRUCTURAI I$. TME GENERAL CONTRACTC)R SHALL MINIMIZE i HE LIMITS OF EXCAVATION AND TAKE FX. 970.7'48.H52 I _` �; S ( GENERAL NOTES ,.� ADEQUATE MEASURES TO PROTECT ALl VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL CONTACT: AREAS OF DISTURBANr_E SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED S � FOUNDATION PLAN LANDSCAPE EXCAV�TION. ALLAREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND BOB CUMMINGS � , ,.w WITH THE NON-DISTURBED LANDSCAPE. S 3 MAIN St UPPER FLOOR FRAMING PLAN ' WATERPRCaOFING CONSULTANT � 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. S � ROOF FRAMING PLAN : S S STRUCTURAL DETAIIS 20. GENERAL CONTRACTOR SHALL`VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE WISS, J 1 N N EY, ELSTN ER ASSOC., I NC. � CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR �_ I0881 WEST ASBURY AVE., SUITE I I0 � LAYOUT; ANY DISCREPENCIES VERIFY WITH ARCHITECT. M ECHANICAL � LAKEWOOD, CO 80227 , � PH. 720.962.8688 M I.O SPECIFICATIONS, SCHEDULES & DETAIIS a� u� FX. 720.962.8688 ; M I.I PIPING DIAGRAMS & DETAILS CONTACT: � MIKE GRODITSKI � . M 1.2 SCHEDU�Es , l M (.3 S�HEDULES . � M z.I LOWER LEVEL & fIRST FLOOR M 2.2 SECOND & THIRD fL00R M Z.3 THIRD fL00R LOFT , � � � FIRE PROTECTION - „ � F P I a PLANS ��� F P 2 4 PLANS �� • , . FP � DETAILS �;. . . 953 S�uth Fr�n�� e Rd West Su�it� � I � �, r � � t � C t �i . � . � Vail, �c�loradc� � 165�'' _ � studica��l�hw�bb.�c�m 97Q.477.�99� � �F�) � ,,� , ' � � � , �.r, � ro v� _ � 00 0� o e-� c...� ^ ,°, , � � J G, I"� � � ���r Q `'.,� . �O O � � t"�I � N W �„� N � � . � � .... � . . . ... . . . . . . . . . . . . . � � . . . . . : � . � . � . � . � . . . . . � � . � . �. � . . . � � . . . . � �.i.� . � � � . � � . . C . ^ I--- � . . � � . . � . . . � . . . . . � . . . � . . . . � . � . . � � � � � � � . . . .� .. � . � . . . � . . . . . . � . . � . . . . . � . ��. . . � .W : . . ... . . �� � � � �. � � � . � � - � . . . � . . � � � . . � � � .� .. . . � � . � . . � . . . � . � . . . . . . � . � � . � �� � � � . . . . � . . � . � ..�.� . . .. � . �. .� . . . � . � . � . . � � . . � . . . . . . . � . . . . � . � . . . . . . � . � . . � . � . � . . . . . . . . . . � . . . . . .. . � . . . . . . .. .� .. . . . � . . . � � . . . � . � . . . . . . . . . . . . . . . . . . � . . .. � . . � . � . . . . � . . � . . � . . . � . Q� .. � . . . � ... .. � . . � . . � . � . . . . . . . � . � . . � . . . . . . � . . . . �. . . � .. . . . � . . . � . . � � � .� . � . . � � . � . � � .�� . . . � . . . cC �/'f W C� , � ~ -�-, Z � O , � u.. V � NOTES: � � 0 - 1) DATE OF SURVEY: 12/17/03 � . . . . . . . . . . . . . . . . . . . . . . Q� M� . SEWER MH LOCATIONS ADDEO 3/4/04. � IMPROVEMENT LOCATION CERTIFICATE � 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR � SURVEYOR'S CERTIFICATE EASEMENTS OF RECORD (OTHER THAN PLATTED ENCUMBRANC I, Michael J. Post, a Professional Land Surveyor registered under the laws of I hereby certify that this Improvement Location Certificate was re ared RESTRICTIVE COVENANTS OWN �' ES, � p p ERSHIP TITLE EVIDENCE, OR ANY OTHER the State of Colorado, do hereby certify that this topographic survey was for ERIC SHIRLEY FACTS THAT AN ACCURATE AND CURRENT 71TLE SEARCH MAY DISCLOSE. •..,, made by me and under my supervision, and that the surve is accurate and � y � that it is not a land survey plat or improvement survey plat, and that it is 3 NOTICE: ACCOR correct to the best of my knowledge. ) DING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL not to be relied upon for the establishment of fence, building or other future ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS improvement lines. � � AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY _ ( further certify that the improvements on the above described parcel on ACTION BASED UPON ANY DEFECT W THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN �,, Michael J. Post this date, 12/17/03, except utility connections, are entirely within the ' HEREON. Colorado P.L.S. 30116 boundaries of the parcel, except as shown, that there are no encroachments • upon the described prernises by lmprovements on any adjoining premises, 4) 0.5' OF SNOW ON L07 AT TIME OF SURVEY; SOME FEATURES MAY EXIST � except as indicated, and that there is no apparent evidence or sign of any BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. easement crossing or burdening any part of said parcel, except as noted. ' Date:-----_------ 5) BASIS OF ELEVATION: NAVD88 CONTROL POINT "SPRADDLE" ELV. 8287.40 c � 6) BASIS OF PROPERTY LINE LOCATION: FOUND PROPERTY CORNERS AT NORTH PROPERTY ---------------------- LINE LOT 13. (BEARING BEING S 80'15'E). , Michael J. Post m Colorado P.L.S. 30116 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE � AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. Date:------------ : 8) THREE STORY STUCCO AND WOOD TOWNHOUSE. � 9) POSTED ADDRESS: #8 VAIL ROWHOUSE. 10) 1' CONTOUR INTERVAL. 11) 100 YEAR FLOOD PLAIN APPROXIMATE LOCATION INTERPOLATED PER F.E.M.A. MAP COMMUNITY - PANEL N0. 080054 0002 D. REVISED 5/1/85. '"� SEWER MH 13A INVERT ELEV.= 8153.6' USED FOR BASIS OF ELEVATION. � (USED FOR 100 YEAR FLOOD PLAW ONLY), j �, LOT 7 FLOOD PLAIN IS VERY APPROXIMATE AND SUBJECT TO CHANGE. 12) BUI�DABLE AREA: 2632 (TOTA�) - 8 (100 YEAR FLOOD PLAIN) = 2624 SQ. FT, �L.1 ' y , ss y N 09,q.�� .� O � e.a E „��5 96� � 100 YEAR FLOOD � M PLAIN. / N .s 2.0 • �SEE NOTE # 11) . � . , s ' ---_. , - o. ' / � � . � � 3 � � � ' ^ rd � 26,f I ^to0 Li.� � 1 � > � � � / / � Z � �, BU�LDING o � . ,� ` / N OUILINE o ` � _ V j i� ' STORAGE y� � _ SHED / _ , / W � . �,.o � 36.6 18.� � ' LOT 8 � � � .' � ^ ' o. 1.0' 2632 SQ. FT. � p N / � � ---, • 0.0604 AC. � � / LU o�,s � • � . M �i . ,.�` � O W � • � � O ,,/ '� � N �9�45' �' _� ' /- � � �/ GORE CREEK / GORE CREEK / Q � 105,2�, N e� �f.o � � � / • � __26.3 (� y� / � A - EAVE UNIT 9 8199.7 �, B - EAVE 8195.9 n _ C - LOWER ENTRY 8170.7 �`! 1�/ TR A C T B � �,�/' � D - EAVE 8195.9 LOT 9 WOOD T1E . GORE CREEK / � bTi� L� E - UPPER DECK 8187.4 PLANTER s F - UPPER ENTI2Y 8187.6 y� . �' �r� � w G - EAVE 8194.7 � I �� � H - EAVE UNITS 8/9 8196.0 � Q ��� I - ROOF RIDGE UNIT 7 8198.4 3 ��� � � � - RooF RiocE uriir a s2oo.� 50' STREAM SETBACK � �.owuNE �"' K - CHIMNEY 8202.8 . GORE CREEK / � - cHiMNEY a2o2.e FROM CENTERLINE GORE � �, _ �J M - ROOF RIDGE 8200.8 CREEK 3 / QO _ N - EAVE 8190.0 l � � I r 0 - DECK SECOND FLOOR 8189.9 � P - ROOF m BUILDING 8195.7 � Q - MAIN RIDGE 8200.8 3 / � � R - ENTRY SECOND FLOOR 8190.2 � ( a_ S - EAVE PARTYWALL 8193.5 T - EAVE PARTYWALL 8193.6 . f �� � U - DECK SECOND FLOOR 8189.9 O� �O� 2O� J�Q� / _ V - EAVE UNIT 9 8200.2 , � � � W - P O L P A R T Y W A L L 8 1 9 7.6 � X - M A I N R I D G E � B U I L D I N G 8 2 0 0.8 Y - ROOF RIDGE UNIT 9 8210.1 ' \ � iNOicArES oECiouous rREE �nrH aPPROx. 0.5 DIA. rRUNK IMPROVEMENT LOCATION CERTIFICATE � TOPOGRAPHIC SURVEY LOT 8, PLAT c�F RESUBDIVISON OF BLOCK 5 AND PaRT OF GORE CREEK DRIVE INDICATES CONIFEROUS TREE WITH APPROX. 1.0 DIA. TRUNK VAI L VI LLAGE, FI R S T FI LI N G . P R O � E C T : 2333 - - - - TOWN OF VAI L, E�,GLE COU N TY, COLOR ADO u R a w N B r : Ma 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.O. BOX 1230 SEWER MH LQCA?IONS ADDED 3/4/04 M. POST D A T E : PERMIT ISSUE 3.Z4.O4 EDWARDS, C0. 81632 (9 70)949-1406 ARE A C A L C U L A T I O N S A D D E D 2/17/04 M. POST 834.DWG M. POST 1/21/04 J�B N�. 8J7�- R E � � $ � � N S : � TOPOGRAPHIC SURVEY .µ- _ _ _ _ . �,:: �, - -- _ i � � � w9 `.... �o ,� � �p � � e� C � I � � . � " ,� o � � � - ; . � � � r►a a► � 'r''; � � r•- I � � � 0 . �, .'-�- �„ v. � � � � � , �c 0 � � � j � t�-- � � � c� � � i �- � �' � I � � i � a� � � a� , � � .� � � � • ;.. � � � � SEWER MH MEAS. RIM EL= 8t76.9 �iEAS. WV€RT EL= $157.8 ! + � WATER lUAIIV � SEWER MAlN f ; � � LOT 7 � ---, � ° ` SECTlO�f �F R��� I �- �' � s��ER H SMED�WATER�CIWARf�S {'+? '� �HACVGE� FRC�M CC�PPER MEAS. IM EL= $377.3 ? N�A1�DI'STA�RS STREET TQ STC�NE TILES MEAS, INVER7 EL= 8158.5° ��—�.` ff T�OVY�R LEVE�L � 4� �` - ��� I x l�`�, ' i �,; FLC10R i�RAI� /'` �� n, �,�. Li.� REMCIWE .4 D9A, S�EL ��.� +�;_' `,( ��?��� � � �• PARKl�! 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Q � � . . � . . . . . . . . . . . . � . � . . . . � � � . . � . � � � � � . � . . � � � . . ..� � � �. . .� . . . . . � . . . . . . . . . . . . . . . .. . . . . . . . . . � � � . .� . . . , h W C� � F-�- -e� z O � - i.r. _ +L.� � � � O � . � � � � � � � � .� • � � t..� � , , , � ' o,.,, � O � / __—.�—� � --- --- _ \ \ . .. . - � � - � \ \ • / � i1T7TJ?i / � � / . 40 s0 ft� �G / — — — , / � �. , EXISTING � . 503 sq. ft. / / , . <40 sq. ft . � NEW EXIS � �/ 463 sq. ft. / / ; , � O EXISTING , / � —� -- - _� , / 1037 sq. ft NEW GRF � EXISTI G/ 40 sq. ft. 924 sq. ft / / LINE OF EXISTING OVERHANG � Z � LINE OF EXISTING o _; / N � / FOOTPRINT ' .- . .. / >-- //- - j � p � /NEW GRF - � � j v c.� 146 sq, ft / ^ , —_ , . x — O �; / -- O x // �� INTER!OR CJiJVERSION � - w � / w � O 161sq. ft Z � Z � _ �- �, `� il _ �, , _ o � o - - -• � - � � � -- - -- f -- -� .� �����_��_����� Q — — --=----� _ � LESS THAN 5' � ����1=11=1���� MECWANICAL � � ����1°V=1���� a� . � � _ � i � � � i ; � � i , . � �LESS THAN 5' ' � GRFA CALCULATIONS: � CRAWL SPACE EDGE OF � � �% � DECK BELOW % ' \ � � � I �'\\ EXISTING: � � � LL. - 924 sq. ft. . . . . , _J 15T, - 1073 sq. ft. � �� A - - - - - - - - 2ND. - 503sq.ft. �—, �� � EXISTING TREES \ � . � TOTAL EXISTING: 2464 sq. ft. � r� � D CKOA VE TO REMAIN � � '�'� INTERIOR CONVERSION: � �' � /� L.L. - 161 sq. ft. �.� � . . , 1ST. - 55 sq. ft. ' 2ND. - 105 sq. ft. oJ TOTAL: 321 sq. ft. � . , � � �: �� 2 PA KING 250 GRFA ORDINANCE BY TOV SPA ES SNOW � <104 PREVIOUSLY USED> ° � STORAGE 146 GRFA ALLOWED PER TOV . . � +40 RELOCATED EXISTING sq. ft. � �� . . TOTAL GRFA: 186 I — . � . �1� 1� . TOTAL PROPOSED GRFA: 2931 sq. ft. _ LOWER LEVEL FLOOR PLAN FIRST FLOOR SECOND FLOOR 4 THIRD FLOOR sNOw sroRa�E ca�cu�aTio�s: � P R o � E C T : 2333 1 1J8„ _ 1�_0�� 2 li s�� = i�-o�� 3 i i s�� = 1�-0° i/s° = i�-o�� D R A W N B Y ; M� 1 0% O F P A R K I N G sq. ft. R E Q U I R E D � � T E : 2.�9.�q FOR SNOW STORAGE ` PARKING: 215 5q. ft. R E v � S � 0 N $ : 2.�8.04 , Sq . PERMiT ISSUE 3.24.04 LANDSCAPE CALCULATIONS: LOT AREA: 2659 sq. ft. 30% REQUIRED LANDSCAPE: 798 sq, ft. ' (HARDSCAPE SHALL NOT EKCEED 160 sq. ft.) N EXISTING LANDSC�IPE: SOFTSCAFE: 599 sq. ft. HARDSCAPE; 559 sq.ft. l7f�FH - NO CHANGES BEING MADE TO EXISTING ' ti LANDSCAPE . . . � . �. . . . . .. .. � . � . � . � . . . . . .. . . . . � . �. ; . � . . . � � . � . . � . . . � . . . � � . . . . . .. . . . . . . . . . ..,.. . . . .. . . . . . . . � ���R1 �� ,. . . . � . � . . . . � � . . . . . � . . . � . � : . . . . . . .. . . . . . � .. . � . . . . . . . � .. � . . � . . � �4 � � .�� . . . . .. . � . . . . . . . . . . . . � � . . . . . . . . . . � � � � . . . . . . � . . . . . � ��. � � . � � .. �. . . . . . . . � . . . . . . . . . . � . . . � � �� � � . . . � . � � . . . . � .. . . . . � . . . . . . � . . . � � .. . . � . � . . . . � � . . � . . � � . � o � . � : . . . . . . . . . . . . . . � . . � � . � . . . � . � � � . . . . . . . . . . . . . . . . � � . . . . . . . .�r�� . . . . . . �. . � .. . . . �. . . � � . . . . . . . . . . . . . . . � . . � . . . . . • -�y� � � . . . ALL S FACE _; �°, . ; ' AREA ,.-�"'�. °` - 48 sq. ft • 4 sq `° � o f"V � W � � � �,d � �. � ! � --,-�____--_ -- q� W � , � 2 — ( I � � C�� � � I � WALL SURF CE BASEMENT WALL� C A� . FT. I I � � ����� Q � � 89 q. ft HATCH INDICAT����:1�RA[�J 3 ( � 3 � '*"' '�'�, o � � � 0/o BELOW �s s ( ( �,,,, �/ ' TOTAL WALL SURFACE AREA: 952 SQ. FT� ( � ALL SURFAC ,,,, .�- — — — — — BELOW GRAD—E�SURFA E AR : 3 SQ. F�`:� � � 71 A . ft � '„� � � I � SG "' � % OF BASEMENT DED 10 78 �� � � ( � QO% BELOW �' � o. � LOWER LEVEL: 209 SQ. FT, �� I i � �." /'� � ...,, 5 4 �„�Ij � � _ _�-�__—__ WALL SURFA E � �J �1 � � � ( � ( � -� AREA � � � i 80 sq, ft 4 - % BELOW � I �"' � � =_= � • � � �-.. - � � � Q WALL SURFACE � I � AREA � 267 sq.ft � 223 sq.ft. ———-� I 84°lo BELOW � s �r � 1 W,ALL SURFACE CALCULATIONS i�e — i-a q � � ' � � - _ ^ � �\ ,, .� _.�. 1.1.1 ° ' p � � � � � _ � � t� 952 �q. ft. (EXISTING � LOWER LEVEL) 78% IS UNDER GROl1 D CRED T ft. BASEMEN � � � � 2Q9 sq. ft. L�WER LE L EXlSTING - U.L. 5�Fi sq, ft �J m" ,,,,o.�. � � � u"�"' �, � � � .� � GRFA CALCULATIONS: [� ti�k�" � CALCULATED TO THE�UTSIDE FACE OF EXTERIOR WALL OR PROPERTY LINE � � ❑ � '� EXISTING: � � J 2QSsq. ft. �below grade 743 s' ft?b s ment/� / 9 q EXISTING - M.L. 983 sq. ft deduction) 6,/'� 983 sq. ft. (existing main level 1087 minus 104 (iQ87 sq. ft- 104 sq. ft, of the 25�sq.ft.) m previous 250 credit) / 528 sa. ft. (upper level) 1719 sq. ft. (GRFA),, r. — _ <2000sQ. ft,>ALLOWED � � � � � u � u � il � � n - 281 sq. ft. 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' , . . . . � � � . . . . , . . . . . . . . . . . � . . �� .. . . . � . � . . � . . . . � . � . . � . . . . . � . � . . . . . . . . . . � . . . � . � . � � � � . � .. � � � � . . � . . . � �•Aw� .� . � . . . . � � . � . .. . � � . � . . � � . . . . � � . � � . . . . . . . . . . . � � . . . � . . , � . � � . . . � . . . . . , � . . . � . , . �. . . � . . a — � -- ////,•'�, y - � � /// �� . \ , � , . // \\ . � //� ` REMO� oc«a�.cw � ,� � � � � Ry � 27�5 . _ � — • EXISTING ��: ��� ° 528 sq.ft. - _ M � <40 sq.ft � _ � — . vv�i � � - - - 488 sq. ft. � . EXISTING - 983 5g ft (1087 sq. ft minus 104 � 0 ATE G r � ^ BASEMENT DEDUCTION prevlous 25Q e - - � ,� — � � �' , - 209 s , ft, - - - �o�� � s , ft. I I G L I N E O F E X I S T I N G � I I � OVERHANG � �— — — — —� I I (952 sq, °o b I — — — grade) — — " LINE OF EXISTING � I FOOTPRINT r.o.cHiMrvEr ( - - - ELEV 820 --7 5'� _ _ _ (142'•I/4'� � I I, � T� 6°� — — � I I , ^ � I I � � I I — — ---- � _�== ° ° ° _ ° _ -� "-- � _��-��_ `�._ �_ ����►=ii=►���� - P ����=u=���� � _ CRAWL SPACE TO � I � BASEMENT I _ -.I I ' .�� CONVERSION I I � _ 270 sq. fk 78% BASEMENT DEDUCTION , , • � - 59 sq. ft. GRFA � I EDGE OF � �„/°� DECK BELOW � � � � . . - �-- -� � � - - - - -� - --- � LESS THAN 5' FOR � � , . � � BOILER TO SIT ON /I � � � � � � .� a � N � . � N � ,� � � "� � � � � � 1 LOV1/ER LEVEL Z FIRST FL�U►R 3 SE�4ND FLOOR 4 THRIQ ��FLQOR � �, i�a = 1-a Z�e = 1-o i�s = 1-a i�s� = 1-0 ..�.. � � � � � � PROJECt : �333 � DRAWN BY : MA DATE : 9.07.04 GRFA CALCULATIONS: R E V I S ( 0 N S : CALCULATED TO THE OUT5IDE FACE OF EXTERIOR,WALL OR PROPERTY LINE EXISTING: 209sq. ft. (existing lower level 952 sq. ft. 78% below grade 743 sq.ft. basement deductian) 983 sq. ft. (existing main level 1087 minus 104 previous 250 credit) 488 sq.ft, (528 sq.ft. MINUS 40 sq.ft.) (second floor) 261 sa.ft. (221 sq. ft. PLUS 40 sQ. ft.) (third floor,� 1941 Sq. ft. (GRFA) 59 sq. ft. (GRFA- move to crawl space) 270 sq. ft, of crawl space 78°� basement deduction 59 sq. ft. of GRFA , (Q GRFA to remain) BASEMENT CAIC. . � xti"°_".". -�,.:" r0 r./'! ` � � f7O Ch O N � p'"'' I'�+ • � J � � � _ _ - � �4 � r'N � W ' r """' r•. c.�s ,� "e�: � , � �-�. � GL. u�r � . Q O � 4'f u.1 ' � � � � 0 �^ .. . . . . . � �� . � . � � � � � . . � � . . � . .. . � . . � . . . . . . . . . .. .R.�i � � . � � �� . . . . .. � : . � . � ... . . . � . . . . . . � � � � � . �. . . . � . . . . . . � . . . . . . . , . . . . . �. : . . � . � . . � . . � � . � Q ��. . . .... . . . . . . . . . . . . . . � � � . . .� . � .. � . . . . . . . . . . ( � . . . . . .. . . . .� .. . . ., . . . . � . . . � . . . . . � . . . . . . � . . . . I I � M , �.I1 C+ . ' , � � ..,,, ' � •� � V � , . O — ��� � ❑ — -- /�� � � � ' /j�� ��\ , \ ' \ ' ' ��,/�' �\ � p REMOVE o�aceeaw � � � _ � g I 21 SQ. .ION � : EXISTING ��Z d�: 528 sq. ft. � <40 sq.ft � M NEW EXIS � � 488 sq.ft. � , / a EKISTING -983 sa. ft (1087sq. ftminus104 r-- - - - � previaus 250 e � LO ATE G ASEMENT DEDUCTION I I � s ft. � � 09 sq.ft. I �o�� LINE OF EXIS7WG � I I �-- - - - -� ' 52 sq. °o b (, OVERHANG � � r ( z LINE OF EXISTING � a C? FOOTPRINT T.o.cHiMNer I ELEY 8207• e � (142'.I/4'� . � � NEW GRF i . � 146 sq. � _1'_� �_ ' O � p • INTERIOR CONVERSION . _ • � ( 186 sq, ft I W v�i w � i � ) � � � �— II � - - - --- � �—�1 _ � , o ° ° ==�=_ — — — — — �� - y � I , CRAWL SPACE TO � i _ : BA5EMENT � _ J � � CONVERSION � � 270 sq, ft 78% � BASEMENT DEDUCTION . , � 59 sq. ft, GRFA EDGE OF � � � DECK BELOW � � � - - - -- - - - - � , . LESS THAN 5' FOR , , BOILER TO SIT ON I a���� � I '� '°� � . . I � �"". � � 1�1 � L4WER LEVEL FIRST FL��R SECOND FLOOR THRID FLQ�R -� +� 1 1�8„ = 1,_p,, 2 1��„ = i�-o° 3 1�e�� _ ��-a�� 4 i�8„ _ 1,.0„ � �,�., �. � � � � � PROJECT : �333 _ - DRAWN BY : MA GRFA CALCULATIONS: CALCULATED TO THE OUTSIDE FACE OF EXTERIOR NlALL OR PROPERTY LINE D A T E : 9.O�.Q� GRFA: 268 sq. ft. lower level (basement deduction 209 sq. fk. + 59 sq. ft.) R E V ( S I 0 N S : 983 sq, ft. (exlsting mafn level lOB7 minus 104 previous 250 credit) 488 sq. ft. (528 sq. ft. MINUS 40 sq,ft.) (second floor) 261 sq ft. (221 sq, ft, PLUS 40 sq. ft.) (third floor) 2000 sq. ft. (GRFA allowed� INTERIOR CONVERSION: , 186 sq, ft. - L.L, 63 sq. ft. - 15T. 125 sA. ffi. -2ND, 374 sq, ft. -TOTAL 250 GRFA CREDIT: 104 sq. ft. - previousiy used 146 sq. ft. -Znd floor z�o sq. ft. BAS�MENT CALC. .. � � �w __ .m_ _ _ _ _ _ .� r-� � i.n ..... �o �.n � � 0o e. � � �..a r'"" r.,. . �- � � _ ' � � \o � N N W r,,; H � . .. . . . . . . . . . .. . . _ . . . .. . . . . . . . . . . . .. . . . . . . � ' . . . � . . . �. � . V�� .� � H �. . � .� . . � . � � � .' -- � � � . . � . . . � .. � � � . . �. . . . . � , � . .. ��� � . . . _.� . . � � � . �� � � � . � � . � � � � . Q �� � �. , I --__---� � � I \ � \ � � REMOVE/ RE LACE WINDOW TO O ER. ' \\ REM VE ' \\ REM�VE EXTERIOR � ' ( I \ I I WINDOWS \ WINDOW/DOOR ' a REMOVE/REPLACE \ REPL CE W/ I \ � � I PATIO DOOR \ DOU LE DOORS � �''� � I � - REMOVE/REPLACE I ��---i�r---- _,_,_ ..�.1� °' — � = � � n,Qc REMOVE/ REBUILD I WINDOW TO FIXED REMOVE/ REBUILD I 4- WALL IN SAME I WALL IN SAME � v � LOCATION I LOCATION I ( REMOVE /RELOCATE � ��"�� � ry I I ( KITCHEN WALL i � � I M 1.�'1 � BEDROOM TO REMAW I BEDROOM TO REMAIN BEDROOM TO REMAIN I I � ( SAVE ALL APPLIANCES, II I CABINETS, FAUCETS ( .� I I I , ' _ � .,e I REMOVE PLUMBING • � � �� FIXTURES � II ' � � � v � � ( � REMOVE I I I I � � REMOVE CEILING � o ' I I� ROOF � � � C� C� � • � � I O° REMOVE PLUMBING � — REMOVE PLUMBING FIXTURES FIXTURES � • ( ( I � REMOVE PLUMBING n p ---° FIXTURES , I I � ��� �� � � I � � � � I- - - -� � �- � I IIII � - - = _ -- - = �--���---�; � � � � � � RELOCATE � � (� I � � ELECTRICAL PANEL pEMO/ REBUILD C ] � HMON WALLD` RE�OCATE COMMON WALL I I ( I I I I I I ( � I � I _ �L I� MECHANICAL RM I � � - � c ( � � � � � � � � � � � � ( � � � � �� �1- I Q � I � � � L O �1 � I ( I I I I I ( C � I REMOVE/ REBUILD I � . J � � - �I I —� I I I ' I �P I STAIRS �� REMOVE PLUMBING I `�. I I I I I I ( I � � � � � I� � � I � �FIXTURES I I I I I I I I � � ( � � REMOVE � I I I ( I ItEMOVE / REBNILD I RELOCATE REMOVE/ REBUILD R�L�CATE GEILING I I STAIR ACCESS S A R ACCESS STAIRS _ _ I TAIRS I — , I _ _ � L� _ ( � � � ( � � � � ( - � � � � DEMO ROOF _ � I I II II II II II � I I ( — � _ � I TOP DECK I - -� ( - - I _ I I I I I ( I I �� � I _ _ � I ( WALOVE MASONARY � � ( I � - - � � � I_ _ - - II_.._. _ �1 _. - LL - - I.� � I - - � . � _ - � _ � _ I_ _ ,- - , _ � -L. - - r --L - - � � � � � _ -.- � i � - - -ri- - -�- -- - -R -- -ir- - - -R- - - --11- -- -R-- - -ri I — ; �� � ( ( I I ii ii ii n ii n ii ii � � � � � � , � II I II II II II II II II I II II II II II II � � � I I il I II II il II U � ( I � INTERIOR CONVERSION- ` � � REMOV � ( I, II I II I) II II II II � , EXTEND FOOTING / I II �I II II II II REMOV I I I � FOUNDATION WALL � � _ � I II II ATRIUMII II II II II II - I �� I~ATRIUM�I II II II II II � o � � I � DOWN I I / � I II II II II II II II II = I- - -- - - - - -- - -- - - - -- - - - - -- — � I � I II II II II II II II II II II II II II II � �'� i I — — � ----_._____`_ � � � � r-- - - - - -- - - - - - -- - - -- ---- - - - - - -- -� � �._��i'� �`� �'�—�- ��� �_�' --=="-- �1� �� ..—.�� � I —_ n _ n ii ii_ n n n n ,� � � II �-.___ '�� -- - - -- —� � � i � -- J / \ �_ --� � � � � l� JJ -� '� � , , , I ,� ' � ' ; I -°� -; � � � , � � ,,� ,,..� � � ; ; � � � � , i , , I , � � � I SECOND FLOOR � �p � ► � � � � 3 1�a.,, = i�_o" I � � � � I � � � � II � ) , II � i � r J I � ( REMOVE/ ( �'°°.�' � (� ( � REBUILD DECK '�_ I � I � I nr�a � � � I ) ( � � �: I I � ( � I I I � � �7 § I I ' I ( I � � � ) I ' I �- -- - - -- - - - -- -- - -- -- --- - - - � � ( — � �- - - --- -- - - -- -- - - - -- - -- - - --- - - � ( � " � � � � ( I � � I PR4JECT : 2333 I ; " DRAWN BY : MA ( I . ( DATE : 2.09.04 � � � ( � II WALLKEY: REVISIONS : I I I / I ,,... EXISTING WALL TO REMAIN PERh^IT ISSUE 3.Z4.O4 ( � � -- I — — � �—_, C � DEMO WALL CD�,�B.O� L � � _ ; � NEW WALL � REMOVE/ w REBUILD FENCE , GENERAL NOTES: DEMO � TILE (_OWER LEVEL FLOOR PLAN FIRST FLOOR -REMCIVE TILE, A�OUSTICAL UNDERLAYMENTATALLTILE LOCATIONS 1 i�a° = 1�-0�� 2 1��° = i�-o° s��ET FL00� PIANS -REMOVE ALL EXI5TING CARPET AND PADS . DEMt� PLUMB�NG . -REMOVE ALL PLUMBWG FIXTURES IN BATHS � � KITCHEN � ALL APPLIANCES, CABINETS, COUNTERTOPS AND FAUCETS " TO BE REMOVED AND PROTECTE� r� ---- �.n �. •o �+-e i � � � I � � bALIGH�T � ���� . *et � A2�1 M � � � A�Q1 A�Q� ALUM.BAR � GRAT� .�o c7 Ka+ 1 � � 1 1 2 � ". �� � � A�(�1 A3(�� A362 A3DD A341 A3�0 �P`s � � ,"� � pDWN RILL 2I NEIN BALCO�JY � � � 5P[3L1T wl Aa� 1 0 � � W1� HEA77AP� G 5T11 I � "' .-�_ __--- -- -__ _ __ o�. 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GENERAL NOTES: �o a� -ALL ELECTRICAL ROUGH-IN LOCATIONS ^i N TO BE VERIFIED IN FIELD W/ARCHITECT � � - EXHAUST FANS TO BE PANASONIC OR - - W j �' � a I • r- FAfV'-TECH � F- °` � � - NEW OUTLETS/SWITCH PLATES TO BE I � p CTOR o DECORA AND DIVA DIMMERS AFI'ER PAINTING • Q \ � p� - HEATED FLOOR MATTO BE NU-HEAT \ `" a -ALL DOWN SPOUTS AND DRAINS TO HAVE I U ° DI . � � HEAT TAPE � � �o -'� F � � �``' � � � 42° „� DRY1iVALL CEIUNG @ —_ V � � 7'-5���A.F.F. � ' - UGHTING /POWER SYMBOLS -� O O 4 ° .� o o � � �' CEILING MOUNTED LIGHT(A- LAMP) � SD � � n S D °'" DRYWALL CEILING Q O O � ,�„� O RECESSED CAN (EXISTING) ��.5�„a.F.F. - — o RECESSED CAN - LOW VOLTAGE � 5 � 42" FI „ '� � 5 _ �' RECESSED CAN - DIRECTIONAL � � a a — RE QQ J BOX/PENDANT LIGHT ' -i o Q — � � � O� WALL MOUNTED SCONCE � � DRYWALL CEILI G Q 7�_5�,�A.F.F. L.. SO SHOWER CAN rc I DRYWALL CEILING @ HEAT CO � � UNDERCOUNTER LIGHT ( r-s�°,a.F.F. -naonrnv- Mar D F� , 2° �7 ( � —a-�6- TRACK M F�36° 0 I O O HEAT � o STEP LIGHT Ma,r o MAT s FI RYWALL C ILING @ 0 J � SURFACE MOUNT CLOSET LIGHT I I '-s�°A.F.F ER MOTION —— 42° 4 EXTERIOR STEP UGHT vFV. � � v I 42° s � F z° F o F OF BATHROOM EXHAUST FAN . . . . . . . . . . . . . .. � . . � . � . . . . . M . �. . � . . . . . . . . � � D D SWITCH � O �� 4z� �3�s � ���. - � 3 3-WAY SWITCH n 42�� o U � SEE ELECT. - - - - - - - DIMMER 5 SD DRYWALLCEILING@ o SWITCH � D VFY. 7'-5}"A.F.R LOCATION L.L-RCP � DUPLEX OUTLET � O � GROUND FAULT DUPLEX OUTLET I 0 . O GFI ° � SEE RICAL LO TI N � DUPLEX FLOOR OUTLET � A OVE , � WALL MOUNTED TELEPHONE OUTLET O --8 2 RG6 COAXIAL � • 0 Z � 0 0 ■ SPEAKER � swircH � � - _ _ _ = HEAT TAPE ° i5T F�ooR-acP � , _ SD SMOKE DETECTOR �o TWO STORY LIVING �~ R�Of�1 - SEE A105 ' � DRYWALL CEILING @ � GARBAGE DISPOSER ❑ SECOND FLOOR FOR �J - ( io�-a}��A.F.F. ELEC UT � � ' DRYWALL CEILING @ � ��.5���A.F.F. SD z - � �L/�' o � SD g � � � � � ► p � � ____ ❑ ° P - � _�- � p� � — ' Wp RUN HEA PE IN _ I � DOWN SPOUT D O � I �.,,�I w . TIMER RAIN I SEE SWITCH � � i LOCATION . I � I ( BELOW(A104) I SEE ELECTRICAL� � � � I LOCATION � � ABOVE ( - - - - -� _ — I � � � � - � a W � � � F � � � � o � � �� , � - � I � \ � � \ � � � W W , ;� � A F � �\ � � ( ` I - - - - - - - - - - - - - = - - - � _ I - - - - - _ � - - 0 I - � PROJECT : 2333 �` --� ---' D R A W N B Y: MA I �`�..�`'`` D A T E : PERMIT ISSUE 3.24.04 � � � - ` REVISIONS : CD5.i8.04 I REISSUE 9.13.04 I ' � � I ( i I _ � N IV � I � I I � - f� �I i � � � RCP _ � 1 LOWER LEVEL - RCP 2 FIRST FL04R - RCP 1/4 1 0 1/4 - 1 -0 . _ ;-- i , � ^ � � �tt � � � rs�r 1� ; C�0 �'1 t"`11 ; � - _ I � � . — , � �^�, � ( HEAT TAPE ( IN GUTTERS � � Q i . . � : . . .� . . . � .. , . o. . . . . . . . . . . . . . . � � � . � � . � . � . . . . . . . . . . . . . . . . .p .� . . � .� . . o � � . � . . . � . : � . . � . . � .. � �. � . . �. �� \ . .. � � . � � � . � � � . � � � . � . . . . . . . . . . . . . .. .. . . . . . . .W� � . � � � . . . . . . . . . . . . . . . � � . � .. � . . � . . . . . � . . . . . � . � . � . . �� . .� � � . � . � � . . . . . . �. . ~ ^ � � � � . � � . W P � � ,^�, � G� o . r.. _ u � a � F HEAT TAPE IN GUTTERS ABOVE � � HEATTAPE IN GUTTERS 5 � p � � 2' � I WP D � � _ WITCH BELO V) � i - - - HEAT TAPE IN GUTfERS ABOVE - - - HEAT TAPE fN GUTfERS � I' LJ ' i DRYWALL CEILING @ � — — — — — 24"FROM � �I... � - � � 8'-1"A.F.F. 24"FROM � IN.CLG. 24"FROM W `_ � � �I FIN.CLG. 24"FROM MOTORIZED SHADES FIN.CIG. -- EA 3 W 'IN.CLG. 24"FROM � � � v FIN.CLG. Z4"FROM � I , �LL FIN.CLG. � � w a¢ � � dn O �a O Q� M � �.1 , Q � � � — 24"FRO �+ .a,,, — — — — —_ ' O fIN.CLG. �r�r� F WALL — _ _ — — — — MOU � '—` — — — — — — •-.� � � 4"FROM 24"F O Z4"FROM FIN. L . FIN.CLG. O � FIN.CIG. 4"FROM 24"FROM FUTURE � -.t� " FIN.CLG. FIN.CLG. SATTEUTE �- - - - - n p — DISH 0 I �--� P S `"' z F) SWITCH BELOW � DRYWALLCEILI 24"FfiOM � ? — — — SD — — — — • � " ! I@ 8'-1"A.F.F FIN.C = �� 24"FRO — — �' u� ¢_ I —`� FIN.CLG. D � '" SD 24"FROM z 5 u I g z� FIN.CLG. I o WAL 24"FROM I o EAT MOU 24"PROM FIN.CLG. � SWITCH BELOW � � �AT 4��FROM FIN.CLG. � ! I FIN.CLG. � W ` — — — — — — — — — — — — T&G C U @ SWITCH BELOW 8�.3�� .F.F. 2 U ti I s , �� � a ¢a MOTORIZED MOTORIZED SHADES '��o SHADES � o �. O - - � oN � �m 80TTOM OF BEAM DRYWALL CEILING @ D � r— - - - - - - --I � 6'-11"A.F.F. 8'-3"A.F.F. 3 I i �-- _ _ _. _ �" j so = ��"�; � - —i ..�� �LL Z __ _ __ __ / a �=�z I I I i Q �W� g i Hor rua I � o��L � I I � , i � I i � � 2 'FROM 24"FRO I I I � I I FIN.CLG. CONTINUE �CIR.PUMP I I I I I �LOWER I ( I SEE THRID ( I PLOOR RCP �-- — — — I ( DRYWALL CEILING Q _ J — — — 16'-9�"A.f.F. I �-- — — — — — — — — --� CONTINU SEE 2No PLOOR R P � I iSEE SWITCH � 24"FROM I LOCATION = � .CLG, BELOW(A104) � W LL x v� MOTORIZED SHADES SD � �d I � � _ MOTORIZED WNING F4.C GM O �7 MOTORIZED u� °Cj^SHADES � SD -- I i BQTTOM OF BEAM 15'-7�"A.F.F. — � � � � ( ,. DRYWALL CEILING @ I I 8'-0"A.F.F. WP WP � � - i I I 0 i i � i i _ , �i .- o ` � � �- � � � c.�°'' MOTORI2ED SHA - -=—'�""�--_. 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PLYWD. � �� � � f;� ��� "f � I � — i i � � I � r, EL. 108'�g ��4° �■ � � � �`- - t i = ��,I - , _ _ � �•' �� p �� '�-�-----1� , � '�—� , � � �=--�� � � � � i� � ��� �,� _. +�HA�JGE �f17 FRC]NT ELEV�4TIC��1; ! � '� � � � J�� ,� � ��� ,r - PR�VACY RAILING � � ��_�; __ ,, � Bas�MErvT Aaox � J, __ '' . _ �- .---- �� , � ; � , - --- — _ . �,C s ��'1ET�1� FRAME, INHITE GLASS, IIV��D � � ��� � � _ , �,, - � CAP} _ � - raT ,�v f � � , - R,C]C��"C AD C31fi1 C]N C31�J BA+C K SI C)E � �_ �, �" - ��UE� •.�. � .-- ` ��� �STU�CC�, CUR-T�I'J fi+�C�F, C�[]AR F,A�GIA} . � _ �.►� 1 5C7UTH ELEVATIC3N - APPR(]VE� ,r� SC3UTH ELEV►4TIC�N - �R�PQ��a ira = �-a � �l �ra - �-o P R � } E C T : �333 DRAWH BY : !u'� r� � � E ; z.a�.o� � EVasioNS : �.�a.a� � �.�s.�� PERMIT dSSUE 3.�4.D4 CD 5.�8.04 C�iANGES T{�APPR[l1JED PLANS b.a9.�4 _ PEC 8.16.04 �EISSU� 9.13.�14 �1E�IATI�N `' � � � � �o �► _ � 00 0� e�•� O �.,,; ta � � . cl- � Q � � , � � 142'-9" �o c T.O.PLYW D— — — — — — �--- - — — � � N W �.,� H � V y�j �. NEW COR-TEN , � ROOF , a .. Q W NEW COR-TEN METAL SNOW ' � ROOF 137'-11° GUARD ,: , . c METAL SNOW T.O.PLYWD. , — ,. — — o CEDAR SIDING cc GUARD ' 2 PART- CEDAR FASCIA ° , `'" ''� � � 2 PART- . COPPER FLASHING - . . Z CEDAR FASCIA � 6" HIGH ' : , � ''- � .� GUTTER -'� GUTfER� , . v � 1 1 COPPER FLASHING ON � _ . 1 Q A403 ' ` . . aaoa CEDAR PARAPET WALL aao3 � ,,�, SIDING � � �•, DIV7 STUCCO DIV7 a _. _,. .... , SECBK . SEC6K ^� i.._ STUCCO , V./ .. , . -- - - - _ � _ . . . �._.. , - - - - - - - -- _ ..._ � � , ,.. - .� �F -- -- - - ; . . . . ` ,. , ,. � > , . .. . ,, � Q . .: , U�NITL#7 : ... ,: . . ... NEW BEDROM ..c .. . OFFICE BEYOND ,. . _ T.O. PLY . Q � : — _ _ . ,. STONE PIER � �, — — EL. 126 -11 1/4 , v _ _ , _ -- • �. ❑ ; _ ❑ � : _ . .. . . �-1 .. , . - . . . . . . _ Q , , " - ` _ , � _ �� ; , I = � ; _ . ; . ' � , i I ' . _ ; , _ . , . UPPER LEVEL ` .. .:, � � , ... T.O. PLYWD. . : , , , . ... .._ . EL. 117'-3�, — — — — 1 WEST ELEVATION - APPROVED WEST ELEVATION - PR4POSED 1/4 - 1 -0 2 1/4" = 1'-0° NEW ROOF BEYOND -__ _'_ , , `, � �_ � _ � �/�' -- - _ o -- _.._� o � � = Qo _ _ �O � C�� 0 -- C�o � - _ ._ - O - � Q � - - - oQ � _ _ Q _ _ � � _ -- - � = o � ,-..... , � C�� - � � � -_ o - � , � � � I � � �� I � � � STONE CA( Q� I � \ �(�l .,� � � O o STUCCO M TCH #9 � � ���J I .� � ��..ra STONE VEN�EER \ '`.,,, � I I �J �� � � ' � . I . • ., � \ � � . . ( �"'. �„ "'� . . , I � I I � .1_ - - - - - -- --� � � � � - -- --- - - , - -�- - - - - - -� J � I � � oc 0 TLINE I �� � I ,, , ... , , . , .. ; OF BUILDING , . OUTLINE �.. �. , , . ' BEYOND I OF BUILDING � � ` .. ...: . . .. . BE � YOND . � ; . . . :.: -.. ; : I : , ... ` f : `. � � � , I -� ' � : � � PROJECT : 1333 DRAWN BY : MA DATE : 2.09.04 REVISIONS : 2.18.04 2.25.0� RERMIT ISSUE 3.24.04 � CD 5.18.0� PEC 8.16.04 REISSUE 9.13.04 3 EAST ELEVATION - APPROVED 4 EAST ELEVATION - PROPOSED 1/4 - 1 -0 1/4" = 1'-0° ELEUATION � ; ; � . t- �"` � � � . . ,"O � � � .. .,: ^ . . . O , _ � r.., _ . . � . . . — . ' . ... � � . I I � "' s - �. . . . . . . ., . .. . . .� . w Z `c' � . -� . N N .: : � . , .. . ` � . . ' ' . " .., W � �� ; � RIDGE QF UNIT 9 � � ; : . 0 1' � � ° c. v . .... . .. . � _ .. _ : . F'�ROPOSED RIDGE . � � ' . 821 ,.,,, . ' � . : R I D _ , --- : ,� a' - . , . UNIT 7 . �n. PROPOSED GE . .� 8208.2' �� ,. . . . : � 8208.2' � . � � . �. . ` � ` � : , a . . - _ � .�c ; . . _ . . . . _. . � : . . _ . : • " .: -- - _ H � _ . . ; � / — - . F" . . . ( � '''- �o / � . . � � . � " � c,,, � � . . ( � O - . 1 - . �``� .• CS M ... .. . _ . ' . � � - � _ - � ���_ / : . . � . . . . _� ' � . �, � � : .. � � * �. -_ _ � - . ._ __ --� ___�� c� ( . _ . . _ =__.. _ _..__ ---.-�. _ _ _ -- - _- __ ---.— . _ - - ��❑ ❑�_� - _- . �_ . . . _ . s= �_- :�_ __�_:-_ ...---� - ��[��� C__ _ __ �, - �� � � �� � __ __ ___ �� _� _ oo - _- _ __�__, � . � , � - ��.__._�___C�� _ — -- .�: _� ---- -- ; �-�.^�- ` - �=�_�.-=-�-�_� , — , , ,.� -� � - � �_.J.� - --_ �� _ .� � _ �.-- --.. _ ----- +--- _�_ --:— . --- _ , _ _._, _ _ _ _ _ _ � _ .�- __ -�_ i I � � -�� � . . m� I . - .._- � __ ❑ �_�_ [� ][ � L� `� - C�� u �._ � I = ._ _ , . .� �I � � � . . . . � . � . . .. . . . _ , . ' � , - . � ! --- --- \ � �, t.- __JL� _JL_ JI_. _I �- _,_ _' L_i�� �' . � ��, - �-�-----�.- � = �(- �� IE � II I �`(����((�� � I I���-�1#`- -��I I ►► �� � i _ . _..� u + L JL_ JL_ J �rJl-� . _ . ;----- � � � - � I_^,�_�_JL_.�ll.�l � �, _ . - c � _ _ m� �II �� � I -: . , � : .� - - - -_.._- - I __ - - -_�-- � _ i __��,� _ --a . : � �.� --- � - - � .��. - - ; - _.� _ - . . � � � , - : i __ _ _ ' . .. . . __-- a�_ _ _ o� , : , . : . � :. � ❑ac�a .__._, , _ . . � . . : . . , � : - _ Q � - . . . . � : . _ STUCCO _ Q � _ � . . . . � ;.' . , - ; . . .. . : ,. . . _ . . . WOOD CAP 3 2R$ CEDAR : _ _ `� a•soz . BOARDS . _ . . - ,. . . 8x8 CEDAR , ���SPACE . . . � UNIT 7 � : : . . " I END POST � : � : .� . . . . r. . , I'� � . � : . ... . . � . • . . � . . . T SOU H� ELEVATI(�N � F.ENCE . � '� ; - � � : . � . . . . . . .. . �' 1/4" = 1'.-0" . . � . . , - ; . . . . . . . . - . . � . . � . .. � . _ .. .. , .. ; .. . � � . � - .. � � . Y . � : . : . � . . . � . .�.� . e. . - I �WOOD CAF �.�. �� / � . � �., `� , •�• _ � . . '� � I I . � � . --_____ 1 : , - I . � . .. , I . ��— --- � � . � . _ _ . . . , �. - :-___... � 2 . . �1 . , . � ' STAGGER 2" SPA ____.-� _ . _ . , CEAP � � � � � � � ' . . . ARDS ; - : 6 P0 T � ( 6x S � `�� . " � � �� � . .. � ' ` : � . . . , �� � . _ . . : .. . . . � � � , . . ( _. , .-. � ^., ,,,,, � ; _ . : . . . - , _ - . . , , , �` . _ . _ ;' , ��� . � . ' �\ __L/ � � � ...--�"'""'- - / � ` . �.��-- � ' ` .. • , � - ; ��----..- � � . I _ � ; ' " � �--�..� I _ ; . , �--- ` ( . . . .. . ' . . . � � � . _ _ , . . � . :: .. .. . , . .... , __ . . . . . . . . _:. ---- — — --- -- - - R J E C T : ,..�... I � � � � - - -- - — - --- P 0 2333' : . : ,. _ DRAWN BY : MA ; . : . : - - - ----- - .--.- -- - - -- - --- — ---- -- - - - - - - . . . D A T E . 2.09.04 :. . . . . . . � WOOD CAP � . : . . . . . , a,BOV� . REVISIONS : 2.18.04 , . . . . , � . ° :. - .: � ,. . � �� , x . . • . . : ,:.3 : 2 8 CEDAR BOARD . _ , . � . , . MI � �A� 0 6x6 POST . .. . . 2 , .. . ...�.;. .�.: - 2 : ; . , CD 5.18.04 _ . . � 8x8 CEDAR . . . � � � . �„ . _ . . . , . , .. ; . END POST ' . . = ; : . . . . . _ _ � . . . D ETA . : ,. , , . . . _ . . . : . 2 � , . � I; PLAN �4F:FENCE . . . . , 3 � : : . _ ; .i�i,,.� i�-o�� SECTION ...O .F �FENCE ; . :. �..:. � � v� .._. �o �.n � � 0o v� � OO r` � � . � � � � � _° - � � � c. N N ' W • �„�, 1"� � t+. 6.� � �. A � ^ �------------ r °` ` � BUILT-IN WOOD ` o„ ,',; � � SHOWER HEAD 2x2 TILE �; / \ � / CABINET W/ / Q / \ , ;_ -//- - _ - -_ �\y _ // ��\ DRAWERS FROSTED ,� � �� � O I / '� / RECESSED MED. WINDOW / 1/2 TEMPERED d � I�- - - - -._ _ .._ _ � _ � i� / / �� GLASSSHOWER � CABINET / / 2x2 TILE c.� '.'� _ �\ _ A __ _ � j? _ � // � \ ENCLOSURE � � � FROSTED GLASS ,� � � Q : _ .- � - -- - _/ � _, / ,• cv �� � ; -- - - -�- --- -/-�- - : i DOOR TO TOILET CHERRY \� �� ' ��i/ \ � ROOM WOOD �� � � � CO UMNSHOWER FROSTED GLASS v � -- - - - - /z TEMPERED � , i - - ° / f SHOWER � � \ -�— 6" CONC, COUNTER ENCLOSURE � � � - TOWEL � I 2x2 TILE v � \ W/INTEGRATED � � ao CUBBY � � \ SiNK �r � � � M � � ~ ~ // 12x12 TILE ---- - ----- --�-- ---_-.__) � Q, � � / � � �e.� � �-+ \ / 4X4 TILE - � 4x4 TILE BASE " � _ 4x4 TILE "- VB36 VB36 � � � FP FP • � MASTER BATH INT. ELEV. AT TOILET ROOM MASTER BATH INT. ELEV. AT VANITY MASTER BATH INT. E�.EV. AT WHIRLPOOL MASTER BATH INT. ELEV. AT SHOWER 5 MASTER BATH INT. ELEV. AT SHOWER � _ 1 3�8�� _ 1�_��� 2 3/8" = 1'-0° 3 3/8" = 1'-0° 4' 3�8�� = 1'-0�� 3���� _ l�,a�� � � � � SHOWER HEAD SHOWER HEAD � FROM CEILING FROM CEILING FRAMELESS m I -� - 12x12 SLATE MIRROR FULL _ EXTENT OF WALL . � � MIRROR TILE � ����� BEAM SHOWER � � o TRACK, SEE SPEC. DOOR TO ROBE HOOKS ° �� SOAP NICHE RECESSED �PAINTED � � _ _ BEDROOM / „ -. -- -- DRYWALL , 12x12 SLATE TILE „ „ / - �r PAINTED 30 TOWEL BAR MEDICINE � TUB SURROUND 20 x30 MEpICINE \ / "' DRYWALL CABINET� ' CABINET , / RECESSED / � SOAP NICHE � �� 8e / MEDICINE 8 1/2"x 8 1/2° / ,� , ,..N., CABINET � TOWEL / `° o�'o '' �� d� 0� _ -� __ °° 0 �' CUBBIES � � "o'o" , � WALLILED 42 \ / _ \ ` � / 6�� CONC, � � TOWEL RING � / \ � .� -- \ � - ' � COUNTER � � - - r \ RECESSED TP TUB BEYOND o -� �� W/51NK N � � � \ �_ � DISPENSER m �\ ' �r i WATERPROOF m \ � - � — - M \ / \ - 6032 SOLO BY -- \ ° � .� CABINET DOOR TO o� \ / TfLE DECK � '' RECESSED`� DINING `� '� �' � � � HYDROSYSTEMS \\ _ . _.� .� 1�� FROM � � ��� TILE �, LL CONC, BASE VB36 SURROUND � 4�� BASE �d�"� ' 6" CONC. FP MOULDWG � � �"'��' . � . � � 3/4 BATH INT. ELEV. AT SHOWER 3/4 BATH INT. ELEV. AT VANITY 3/4 BATH INT. ELEV. AT TOILET 3/4 BATH INT. ELEV. AT SHOWER 10 BATH 003 INT. ELEV. AT TOILET 11 BATH 043 INT, ELEV. AT VANITY 12 BATH 003 � 6 3/8" = 1'-0° 7 3���� = 1'-0° $ 3/8" = 1'-0�� 9 �/8�� = 1'-0° 3/8�� _ 1'-0" 3/8" = 1'-0�� 3�s�� _ 1�_��� � � � � � � �� � � p �r � � � � � � � � � � FRAMELESS MIRROR FULL �° I��' EXTENT OF WALL / -,�, °� PAINTED � � \ -- ------- PAINTED DRYWALL , -,- PAINTED 'r�. _. _ _.. - DR'YWALL —'- \ i 1 � o � � ROBE HOOKS i DRYWALL � \ _ - - BUILT-IN WOOD / .. 30" TOWEL BAR �� CABINET W/ 12x12 SLATE 24" TOWEL BAR RECESSED TILE \ _ - -_ = SHELVES / TILE � NI�HE W/SHELF \ � - = i / BB88 TOWEL RING � 6x6 TILE _ � ��o BACKSPLASH J RECESSED BUILT-IN TILE BENCH, \ ���TEMPERED \ � TP HOLQER SLOPE T0 DRAIN �, / GRANITE �.' ��. � �� / , _ = FRAMELESS SHOWER , \ --. � � ao COUNTER TOP � _ oo � � . 1 0 / ENCLOSUER (RUBBER \ / \ � `�' � / ' _ _ � GASKET ON SHOWER \ M w RECESSED / DOOR) \ "� � / TOILET PAPER P R O J E C T : 2333 � DI5PENSER � � / - .._---- � �. � i ,� D R A W N B Y : , -�� � , r � 4" TILE BASE D A T E : REVISIONS : CD5.18.G4 _ BATH 006 INT. ELEV. AT SHOWER BATH 006 INT� ELEV. AT STORAGE 15 BATH 006 INT. ELEV. AT DOQR 16 BATH 006 INT. ELEV, AT VANITY 1.3 3j8�� = 1'-0° 14 3/8" = 1'-0° 3j8�� _ 1'-0° 3/8" = 1'-0" 1NTERIOR ELEVATION5 � , . . __� __ _ , r,• ^ �.n �. �o � — �o 00 0� N 0 � � > _ . d' � � 9 � � a � � P�I � N . . . . . . � . . � . .� . . � � . . � .. . � � � . . . . . . . . . . . � . � � � � . . � . . .. � . . W .�.,�. . . .. . . . . . .. . . . . . . . . � . . � . . . ' � . � � . . . . . � . . � . . � . . . � . . � � : . . .� � � . � � � � � .� . . � . . . . . . . � � �. . � � . . . � . . . . � � . � . . � . � . � . � . . � � . � . � . . � . . � . � . . . . . � . � � V �. � �`. � .. � � . C . � H � � . . � � . � � . � . � .. � . . � : � � � . . . . . � . . � � . . . � . . . . . � . .. � . � � . � . 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PAINTED DRYWALL BROOM CLOSET �'' , i `STAINLESS STEEL •..,. i BACKSPLASH 88 � _ 8BA 4" TILE B8 BEHIND OVEN '� I �r � �� � �•a � � mea ea �•� ao 4" TILE I ��o � o� ao � ..�' _ � i � 0000 �0 i o00o E�� n 00 00 p 2�C3 0 ; ( � • M SHALLOW i '`., CABI N ETS � � � r,� �r 4" BASE .�� - MOUI_DWG DW24 BC36 FRIDG.36 FRIDG.24 BC24 BC72 BC24 BC15 S621 DW24 OVEN36 BC31 PANTRY38 e FP FP FP 7 PAN STO RAG E KITCHEN INTERIOR ELEV. AT THE BAR KITCHEN INTERIOR ELEV. AT PATIO DOORS KITCHEN INTERIOR ELEV. AT OVEN �� ,' 3/8�� _ 1'-0° 2 3/8" = 1'-0° 3 3/8° = 1'-0° - , I ` . a � � e , , �� 0000 0000 0� � �r� o ---__ ; - 24° WWE COOLER ; � � �'/'� 4�� BASE ; O.�I MOULDING — I � ��/''� _ � , � � � ' � � 24 24 24 24 � � � 1�� � � � � KITCHEN INTERIOR ELEV. AT ISLARID KITCHEN INTERIOR ELEV. AT WINE LE � -�-� �' C O O R K I T C H E N I N T E R I O R E L E V. A T I S L A N D 4 3�8,, = i�-o�� 5 3�8�� = i�-o�� 6 3�8�� = i�-o° � � � � i°� � � W � .s.l � � � .�. MECHANICAL s —� _ UNIT FOR � "�' MASTER MECHANICAL BEDROOM UNIT FOR _ M ASTE R (,n/�1� ' BEDROOM DINING ROOM EXPOSED D.F. EXPOSED BEYOND DROPPE� BEAMS - - �SOFFIT RE: STRUCT. D,F. BEAMS STAINLESS STEEL RE: STRUCT. COUNTER TOP �, 5/a° DRYWALL 5/8" � � 24" MICROWAVE DRYWALL P R Q � E C T : 2333 DRAWN BY : DATE : BC24 CLEAR GLASS R E V I $ I Q N $ : CD S.�S.O4 corvc. REISSUE 9.13.04 CO CRETE MIRROR TILED WALL SOFFIT W/ COUNTERTOP CO NTERTOP , 5/8° W/SIfL'K FROSTED GLASS W/SINK DRYWALL ., CLEAR GLASS GUEST GUEST KITCHEN INTERIOR ELEV. AT MICROWAVE BE�ROOM BEOROOM � � 7 3/8" = 1'-0" CLEAR GLASS . PLUMBING CA6INET OPEN BELOW N WALL BELOW CARPET WOOD CARPET INTERIOR $,� , . F�� , �Q����S o- GUEST MASTER - NORTH- GUEST MASTER - EAST GUEST MASTER - WEST - ` ' 8 3/8" = 1'-0° 9 3/8" = 1'-0" 1� 3/8" = 1'-0�� r,: ,��' , :, �,, ' � � , < ,..�,' _ __ _ _ ; I � � I w � � `` �O �.`�'o � � � � 4'_8��� 5'-0��� � � �� � o ,,.,: e s �� � ��„ J O n , \ � � ;' � , _ 4 �2 � � . A401 /—6� � � f Y'�{' ;;£; ~ ,� R44'7° � ,� �': GUTTER �` (B07TOM OF SIP) 0 . r..� �- °` { ,�,� � cZ W �� �� � � � POSED D.F. B AMS ROOF TERRACE _____,-� � , o ' : STRUCT. - � - � _ - � --�' $" GYP. BD. m �� � HEATED STONE aaoa � ��` y � � . � n. TERRACE �. � � z . - _ ROOF DECK Q m m � O � aao2 a°�c T.O. PLYWD. � � EL. 126'-8" — — — o _ m — �� a , I � � o co �>- LINE OF i� O / � � XTEND RAFTER � � � M � � O ROOFING �' � � � - / TAILS FOR SOLAR � M � � I- � EXPOSED D.F. BEAMS SHADING F: � RE: STRUCT. � a LIB ARY DECK MASTER � a�� GYP. BD. •,,,,, 36" GLASS BEDROOM � BAL ONY HANDRAIL ~� -C � � XIS ING FLOOR CARPET ON °' � � � 3 EI HT 3/4" GYPCRETE _ r UPPER LEVEL Aaoz � T.O. PLYWD � � �.. EL. 117'-3'� LINE OF EXISTING °: t LIVING ROOM � � OUTSIDE EDGE OF SLOPING DECK � ~ T.O. PLYWD � s �� YWALL EXPOSED ARCH. CEILING HEIGHT M� � ° /a �R BEAM WRAPPING ' EL. 117'-1-1/2" i � WSx18 LIVING ,.'r'.., - W ROOM 36" GLASS I ",n''d' Z = o HANDRAIL KITCHEN r � EXISTING FLOOR W WOOD ON 4 MM , ' . NEW BLACONY �,,,. HEIGHT ECO-UNDERLAYMENT _ HEAT D DECK 2 � MAIN LEVEL W/ METAL BAR = .-- aoi DECK ENT T.O. PLYWD. GRATE � — — T.O. PLY . EL. 108'-8 3/4" � � � J EL. 108' 7 4" SLOPE CANTILEVERED 2x1d RE: STRUCT. 5/a° DRYWALL 5/e° QRYWALL \ —I I��E�� P_LYWD. � �� 2 UD R 0 CONVERT CRAWL SPACE — I — —_ y-`` 'Iai8,_5,� I — — i aao2 I Q TO BASEMENT — -- = I — EXISTING BEDROOM BATH DEN — — — EXISTING FLOOR � NTERIC�R I—I I I I I I�I I I I i I- HEIGHT � � �' � OT ON RS N �. DRAINAGE MATf'ING OVER — UNIT - 8 � � � / / —WATERPROOFING OVER FOUNDA120N LOWER LEVEL .. AS E M E NT B E LOW G RAD E WALL(CARRY WATERPROOFING " _ T.O. SLAB ° BOVE GRADE) �-- — — ,— — � I I I I I I I I J 1-1 I I— 7 EL. 100'-3" — — I -I — — — — — — — — — 4��GRAVEL ON 10 MIL VAPOR BARRIER(REINF.) v — — — — — — — — — SEAL AT ALL EDGES AND PENETRATIONS — — _ — — _ —_ _ — � — — — - — — — — — — — — — — — — — ( � � � � � _ -- — — — — — — — — — � PERFORATED — -- — — — — — � I — - — — — — — —I — I —I — — _ —I I — — — — -- — I — I—I — LOPE I — — — — — — — DRAIN PIPE S _ — — — — — — — — — — — — — — 1 - —� — -- — I I — —�a"/FT. MIN. - —I — I— I — I I I I I I — I — I— —I I — — — — , I I — I I — — — A401 _ — — I I—I I I I I ( I I I—) ( I—I � I�) I (—'I ( I—I I I—I I ( I I I—I i I �—I I I ( I � � � �--� � I I ( I I I (�— b —I ( I—I I I—I I I I ( I'— I I I I ( I I I I ( I—I I I I I—I I I I I I—I ( I—I I I_.—I I I I I I I I I I I I—I I I I I I I EAST SECTION @ ENTRY 1 „ _ , „ � a 1/4 - 1-0 �, . MECHANICAL` 6�_z�.�� 6'-lZ�� UNIT OR 4 e 4 � `� TER _ _ ,naoi BEDROOM- 0 � � _ � EXPOSED D.F. / -- � "� BEAMS RE: ST CT. � � � O � - � C�PPER s8 DRYW GUTTER 44���� - '� ' � BOTTOM OF SIP) � TYPICAL EXTERIOR WALL CONSTURCTION � _ ` / � / � -lx CEDAR SIDING � � � -WATER REPELLANT BARRIER OR#30 FELT �� "� / / _ - _ `� • �1/2" PLYWOOD SHEATHING ,e,.ss r � 1 � 1 y A � � 2x FRAMING fmanm �um�sr / - -R-19 1 NSULATION '� � . � . . . � � .. . . . � A403 � . . . . . . . . . . . � . . � . \ � - .� -VAPOR BARRIER AT INTERIOR �1 �' - - - - _ -5/8" GYPSUM BOARD •�s '/ GUEST \ _ -- �� - � / _ � � HEATED BEDROOM \ M �.� �- -- STONE a � TYPICAL ROOF CONSTURCTION � �' � NtW THIRD FLOOR DECK CARPET \ \ - • . __� o . CURVED ROOF: T.O. PLYWD. � . _ -COR-TEN (RUST COLOR) �'� . , � --- _ -WATERPROOF MEMBRANE(HIGH TEMP) EL. 126'-11 1�4" _ - _ -WATERPROOF MEMBRANE oI _ _ �� � � � -10 4 CURVED STRUCTURAL INSULATED PANEL R-40 � VAPOR BARRIER � _' _ _ -5/8° GYPSUM BOARD � � STONE WALL - - OFFICE ' � - � - , �� - _ _ OFFICE ROOF. �, GLASS - � / _�" STONE FIT TIGHT , , DOOR o o � ; O _ -2" EXTRUDED POLYSTYRENE INSULATION ' � � , � . _ -DRAINAGE BOARD � MASTER BATH -�- - --�- s e"ASPHALTIC PROTECTION BOARD (e/1 TOILET MASTER CLOSE TILE ON o ' -WATERPROOF MEMBRANE '' ROOM � _ _ _ - �" PLYWOOD T&G 3/4" GYPCRETE CARPET ON - a 3/4" GYPCRETE � Q -2x10�OI5T � UPPER LEVEL �} = � _ -sarr�NSUUarioN R-3s i ' T.O. PLYWD - l-1 -- �OC� _ _ -VAPOR BARRIER � EL. 117�-3" - � � � --, ��� -5/8" GYPSUM BOARD O _ � ,,.,! _ _ _ - 10'-2�� TYPICAL HEATED DECK OVER LIVING SPACE , . a � C� � ENTRY D OR -3/4" STONE _ PROJECT ; Z333 -� 5/s�� DRYWALL � ' "' - _ �- EXPOSED ARCH. _ -MORTAR BED W/SNOWMELT _ � � � ASS *MASTER BEDROQM DECK HAS HEAT TUBE MOUNTED TO THE D R A W N B Y : MA W BEAM WRAPPING �� �°oN z rna= W8X18 n: w � Q - U RAINAGE MATQECKING D Q T E : EXISTING �n z EXISTING _ o SEE- DUM _ � BEDROOM � F � GAS F. . WAI a ASPHALTIG PROTECTION �n BATH � � 1 -FABRIC-REINFORCED, HOT LIQUID-APPLIED WPM (AH6125FR) W � = c AT �, _ = aaoz REVISIONS : $.20.04 CARPET ON 4 MM � -3/4 PLYWOOD T&G - ECO-UNDERLAYMENT STONE . CL E � = l�J�� HEATEDSTONE ' REISSUE9.�3.04 O � JOIST RE: STRUCTURAL MAIN LEVEL _ DECK - Barr wsU�aTioN Rss T.O. PLYWD. � - , -VAPOR BARRIER'AT INTERIOR EL. 108'-8 3/4" , -5/8" GYPSUM BOARD .� �INTE IOR / _ s �� %s�� DRYWALL CON ERSION ' � X _ /a DRYWALL = �� �i _� _ - — � --_ ` _ W � DOOR TO � — in� �� CRAWL SPACE .� _ _ _ _� z EXISTIN WET BAR � — EXISTING � � BEDROOM � BATH W • _ HEATED o 0 0 o c o�so� o 0 0 0 0 0 0 0- DRAINAGE MATf'ING OVER � DUMB � , I P I UNIT - 8 WAITE STONE tfR-( �I�F�s ALt'��A L —WATERPROOFING OVER FOUNDATION LOWER LEVEL ENTRY —WALL(CARRY WATERPROOFING 12° - SECTION T.O. SLAB -N- � T s o _ _ ABOVE GRADE) �-- ° I—I I 1- � — . II i 11—= II _. � _ � T �,_ � _ � _ _ � _ _ �_ _ � _._ _, � � � _ � � _ � _._. � � �_ � � � � _. � _ _ _ � _ � _ � _ _— _ _ �- � _ �. _ _. � � � R Q � �. � �� � + _ , I I _ _i �_ _ — — — �— — — — — A � � -� ,- � - � .- - p EAST SECTION @ ENTRY . � � — — 1-1 � —1 I� 1 � � �� SE -�,-P�a I —_�_ — — ��dF��� z „ _ , ,, I I 1-1 I � — 1 I � ► I � � 1 � � I _ — — I— I I I I —1 I— I I _ — �B E N �R-a I f�RAIN�PIPE SLOPE 1/4 - 1-0 � i-- — . — — — — -- — — — — — � I I -- 1 " MIN. I - - - - I - _ - - - -� - -�1 ��� � ���' � - - _r4 iF,-. - � � -� � � � � � � � � � � � - � � � � � - - � - - - � I_-- I I I , I I , — _� - - - i _ — — — — — —I — ` - -- — — i — � — I= _ — — i � — —I I I I — I— — _�— — __ il I I I II I I III � I I II _ _ — � _, — — - - _ -- - - - - - - I -I - I - � - - I- I- i � - ►_ I -- - - - I --I I I I I I- I �-- 1--I - I-I I-� I _- -- I�. _ 1--- I i I I �-,.;' t , ��� � _ - - � ; ..� _ , , . ,u , _ _ � t � . _ _. _ _ �. . ,.�,.., _ , . �, G ._i _ _. _ __ _. . _ _ __ . ' � � � _ _ _ _ , . , , , _ _ __ _ __ _ 5'-9��� 5'_0��� 4°-8�,� �'-3��� � 142'-9�� _ _ _ _ _ _ � � T.O.PLYWD. `� � 00 o�O. � 5 p ^ v ^, . d^ - 6 � o � TYPICAL EXTERIOR WALL CONSTURCTION � MECHANICAL R44'7" 4 �. � _ ROOF UNIT FOR A4oi -lx CEDAR SIDING (BOTTOM OF I k � a T.O. PLYWD. MASTER — o� -WATER REPELLANT BARRIER OR#30 FELT -- — — — — e� � -1/2" PLYWOOD SHEATHING EL. 137-11" BEDROOM D F. BE MS '� � N -2x FRAMING -R-19 INSULATION � r-. RE: STRUCT, �� � � `�' � -VAPOR BARRIER AT INTERIOR -5/8" GYPSUM BOARD UNIT 8 - � DRYWALL # � Q W � CONC. PARTY WALL LINE OF CO . _� � TYPICAL ROOF CONSTURCTION T.O. CONC. _�PARTY LL — � ----- � ---� / — — — — — -- — • ° CURVED ROOF: EL. 133' 3 1/2" --- -- — POS .F. BEAMS m,a � UNIT 8 c�c -COR-TEN (RUST COLOR) RE• RUCT. N N I o 2x6 FRAMED �T � � � � WALL 36 A,F.F. CONC. PARTY WALL c,� � -WATERPROOF MEMBRANE(HIGH TEMP) 5/$" DRYWALL = ,,`�� /8" D A L "� 1__�._c� _ T.O. CONC. Q -WATERPROOF MEMBRANE 1 - --- N EL. 131' 1/4" � -ti � f— -10 4��CURVED STRUCTURAL INSULATED PANEL R-40 aaos ^ — � . GUEST STUCCO �. VAPOR BARRIER T.O. PLYWD. — — — BEDROOM HEATED -5/8°GYPSUM BOARD �� , EL. 129-3 3/4 STONE v = i W OD CA PE DECK GUEST ROOM � OFFICE ROOF: � o -�" STONE FIT TIGHT �� T.O. PLYWD. cU r„� -2" EXTRUDED POLYSTYRENE INSULATI�N I 5/8 DRYWALL - - - EL. 126'-11 1/4" �" -DRAINAGE BOARD � 3X WOOD -8"ASPHALTIC PROTECTION BOARD TREADS DECK � � -WATERPROOF MEMBRANE T.O. PLYWD. •-.. ' 4�� P��nr000 T&� G�ASS EL. 126'-6" -zx10 JOIST PARTITION -BATi'INSULATION R-38 vFFICE MASTER � -C � -VAPOR BARRIER o MASTER � BATH -5/8"GYPSUM BOARD W00� OFFICE LEVEL CLOSET `' TYPICAL HEATED DECK OVER LIVING SPACE T.O. PLYWD. � — — • _MORTAR BED W/SNOWMELT EL. 120-4 1/4" � � Q CARPET ON � *MASTER BEDROOM DECK HAS HEAT TUBE MOUNTED TO THE - STONE VENEER 3/4" GYPCRETE UNDER SIDE OF DECKING UPPER LEVEL a a -DRAINAGE MAT = _ 5/8" DRYWALL T.O. PLYWD. . � _e°ASPHALTIC PROTECTION EL. 117'-3" -FABRIC- REINFORCED, HOT LIQUID-APPLIED WPM (AH6125FR) f - - - - -- -3/4 PLYWOOD T&G f .�OIST RE:STRUCTURAL f � - e -BAl"�INSULATION R38 _ .f / -VAPOR BARRIER AT INTERIOR - � / � 5/8" DRYWALL -5/8° GYPSUM BOARD ENTRY -� ,�� EXISTING BEDROOM e'� 10'-2° � ENTRY DOOR -� CARPET ON 4 MM = f / ECO-UNDERLAYMENT _ f / ON EXISTING Z�� STONE ,� � PLYWD. f ,'� MAIN LEVEL _ T.O. PLYWD. y� — — EL. 108'-8 3/4" — — - � �' , — — — — 5/8" DRYWALL f /�/ 5/8" DRYWALL — _ — — — �� - LOWER L VEL f f/ — — � � ENTRY � f / � T.O.PLYWD. DRAINAGE MATf'ING OVER � _ � / EXISTING BEDROOM MOTORIZED WATERPROOFING OVER FOUNDATION � - � WALL(CARRY WATERPROOFING 12° ''�� UNIT — 8 AWNINGS e vE GRa�e �- _ f �''� LOWER LEVEL / \ / \ AO „ � , . , . , , , � - STUCCO —I —_I --_ —_ _ _T 0. SLAB� , — . . .. . . � � . . � � . . - �I I I ' I ' I. I -- � I I I - - - - - - - . . � . . � . . . . . . I I � . . . - - . . . . . I I .. � . . . . . � . � . . . � � n . . . . . . . � . � � . � . � . . - - - � - - - - -- I - - - - . . . . � z ROOF — 4 GRAVEL ON 10 MIL VAPOR BARRIER(REINF.) � — — — — — — — — — — — — — — _SEAL AT ALL EDGES AND PENETRATIONS — — — — — -- — - T.O. PLYWD. DRAIN PAPE SLOPE— � I4I' GRAVEL ON 1IO�MIL VAPOR — — — — — — — — — — — — — — I �� �� — — — — — I — — — I I I — — — — — — — — EL. 137-11 3'a /Fl". MIN. � o EDGES ANDEPENETRATIONS LL — — -- — — — — — — — — — — — I I � , � , , , — — — — — I — — I — — — — — — — I ` I I I I I-1 I i I` 1-1 I I—I I I I I I I I I I-1 I I I—I I I—I I I-1 I I I I I—I I I-1 I I I I I I I I-1 I I-1 I I—I I I I I I I I I�I I I I I I—I I I I I I-1 I I.—1 I I-1 I I-1 I I— _—I I I I I I-1 I 1- �1 EXPOSED � BEAM 1 � � � ' � 6,/"'� l � 1 � � � � � A401 � � � � J 1 l 1 � � . � �� W$ �� �� EAST SECTION @ ENTRY = � � � ,' 1/4" = 1'-0° ' • 36" AFF , THRID FLOOR GLASS RO NEW e� � � T.O. PLY HANDRAIL TERRACE ROOF DECK � " EL. 126'-11 1/4" T.O. PLY '�_ _ � �,. EL. 126 –8 �� �, - � e� �i�"� � i°� BOOKSHELVES � � � � STAIRWAY MASTER BEYOND �� � � �� ��, UPPER LEVEL - T.O. PLYWD. � EL. 117'-3" � � .. 36" AFF GLASS RAILING � LIVING ROOM STAIRWAY WOOD ON 4 MM _ ECO-UNDERLAYMENT ON EXISTING STONE 3/4�� PLYWD, MAIN LEVEL " 3�� „ �� � 3.�� �� ��� �� 4 �� 4 4 P R 0 J E C T : 2333 _ _ _ T.O. PLYWD_____� 4��� �� EL. 108'-8 3 4" � 4 � ° N ��� 44°- D R A W N B Y : MA / n °' '� I i DATE : ��� d' 5/8" DRYWALL _ _ _ _ REVISIONS : 8.20.04 �,� ;� �,���a �; =a REISSUE 9.13.04 r'� ~�W � � r'r� � � � �„� � m v r'''�-�-�I � � � � � � STORAGE LOWER LEVEL UNIT - 8 5z�� 52�� 5��� 5Z�� �z�� LIVING ROOM LOWER LEVEL m _ _ T.O. SLAB — BEAM #5 BEAM #6 BEAM #7 BEAM #8 BEAM #9 � ., , EL. 100'-3" SCALE: 1"=1 i° SCALE: 1"=1 z� SCALE; 1"=1 i^ SCALE: 1"=1 z° SCALE: 1"=1 z� _ — — — I . : . -- ' �^ SECTION SOUTH SECTION @ ENTRY BEAM CUTS e 2 1�4„ = i�—o° 3 i i�z�� = i�—o° '�; � � �.r, ._.,. � � — � 0o v� O � - c„� � _ r� . �r J d .-�"�' � TYPICAL EXTERIOR WALL CONSTURCTION � -lx CEDAR SIDING MECHANICAL 4 `o � ` -WATER REPELLANT BARRIER OR#30 FELT -1/2" PLYWOOD SHEATHING �� UNIT FOR A4oi � ^+ �,°�., -2x FRAMING -R-19INSULATION n = MASTER � �..,; -VAPOR BARRIER AT INTERIOR U - _ •-- - — BEDROOM EXPOSED �,,, ,� v�'. D.F. BEAMS -5/8"GYPSUM BOARD 0 � Q, _ _ � RE: STRUCT. � i-- °` 5/8 � ; TYPICAL ROOF CONSTURCTION _ C:� DRYWALL Q � CURVED ROOF: _ � . � � � � -COR-TEN (RUSTCOLOR) C�O \ \ -WATERPROOF MEMBRANE(HIGH TEMP) . ��� � "".. �n � -WATERPROOF MEMBRANE 5 �l�J \\ � � -10 4" CURVED STRUCTURAL INSULATED PANEL R-40 ^ � � -VAPOR BARRIER A4o4 J� _ _ \ ��� -5/8"GYPSUM BOARD U� - 4 � � _ OFFICE ROOF: A oz O =- O _- — Q�- Aaos � / GUEST �' � ° -�" STONE FIT TIGHT � ���� - �� / BEDROOM HEATED � � n STONE DOWN SPOUT � ,,,, -2" EXTRUDED POLYSTYRENE INSULATION DECK GUEST ROOM o`�. -DRAINAGE BOARD '�I �Q - QO / / CARPE T.0. PLYWD. � .,_, e"ASPHALTIC PROTECTION BOARD � ' " -WATERPROOF MEMBRANE EL. 126 -11 1 4 4�� PLYWOOD T&G � � DECK .` -zxio�oisT [� _ �,,__J_ T.O. PLYWD. -BATT INSULATION R-38 - � � _ �� _ �_ ` � » -.0 -VAPOR BARRIER � -- -5/8" GYPSUM BOARD = a° GYP B ��l__J � EL. 126 -6 TYPICAL HEATED DECK OVER LIVING SPACE ES� 0 F. EA S - � -3/4" STONE D � -RE: TR �. � l _ -MORTAR BED W/SNOWMELT _ r._ _.J _ - `�' • *MASTER BEDROOM DECK HAS HEAT TUBE MOUNTED TO THE .� , , = O � MASTER CLOSET MASTER BATH y~ UNDER SIDE OF DECKING . - - - ' _ - :DRAINAGE MAT — — — �t�J CARPET ON � � 1"ASPHALTIC PROTECTION QQ Q� 3/4 GYPCRETE -FABRIC-REINFORCED, HOT LIQUID-APPLIED WPM (AH6125FR) - UPPER LEVEL – �� – ��� — T.O. PLYWD. -3/4 PLYWOOD T&G = JOIST RE: STRUCTURAL - — —. _ 'BATT INSULATION R38 = _ �O EL. 117�-3" • -VAPOR BARRIER AT INTERIOR /� (�_ -5/8" GYPSUM BOARD � uDl = 1 _ �QO 5/8" DRYWALL � : �n - �� OPENIN SEE-THRU (�'''�� TO EXISTING BEDROOM GAS F.P. Ql 1 LOWER . - �� LEVEL CARPET ON 4 MM � C��� ON EX S�T NG YMENT - ��� __ �O , 3/4" PLYWD. - MAIN LEVEL - - T.O. PLYWD. ,� ,N EL. 108'-8 3/4» d — _ ( _—I — I VENT FOR BOILER FLUE 5/8" DRYWALL „ RE: MECH. 5/8 DRYWALL —_— MUD ROO ^ M I.OWER LEVEL BATHROOM . — —I I I MECHANICAL LIVING ROOM —I —I I I I I I I I I I I I I BASEMENT — —DRAINAGE MATTING OVER - I WATERPROOFING OVER FOUNDATION EXISTING BEDROOM WALL(CARRY WATERPROOFING 12" � — I—ABOVE GRADE) /� — LOWER EVEL I I I I I I—I I I I I o _I ^ I I I —I I � � _ T.O. SLAB � —� � �=� � �—� � � y — � — — — - . 100�-3„ _ _I I I—I I I ( _ I I ( I — — —4"GRAVEL ON 10 MIL VAPOR BARRIER (REINF.) — — — — — — — — PERFORATED _ 4 GRAVEL ON 10 MIL VAPOR I — I -- _ — — I-^ — — SEAL AT ALL EDGES AND PENETRATIONS — — — — — — - I— — — I — ` DRAIN PIPE SLOPE= _ I I�BARRIER(RE1NF.)SEAL AT ALL — — — — — — � _ I_ � — —i �� FT. MIN. —EDGES AND PENETRATION — .— I— . I —I — — — � — — — -- — — — — — — I _ _�4 � _ S - - - - I I I _ I I I -I I I -I - - I- - - - - - - - - - - - - - I --I I � _ - � -I I I-I I I � � (- - - - - � _ -. - - - - - - - _ � � -- - - - � _ - -_-- - � _ - - - I _ _ iii—iii—iii iii—iii—iii iii—iii iii i � — i iii--iii— a iii iii iii-i ! - - - — - - — — — _ �� _� i ii iii ii ii=iii—iii ii iii—ii—ii —iii—ii—ii iii--iii—ii�—iii- —iii—iii— �, �, � ,�., A401 _ � �� � � � 1 EAST SECTION @ ENTRY � 1l4 - 1-0 � � � � � � L� , �: sJ � s� �� �� Q � � � � �7 �� � � � �o � � , � `_ °� �� _ � : � PROJECT . 2333 DRAWN BY : MA DATE : . REVISIONS : 8.20.04 REISSUE 4.13.04 SECTION i �. .-. 6P, � . . � . . . . . . . : � � . . . . . .. . . . . � . . . . . � . � � � . . . � . . � � � :. ��� � � . .. . v0 1.P1 . � . . . 00 O� STONE PAVERS � o � _- , MORTAR SET , � .� �'► w/SNOW-MELTTUBING � � _ > � — DRAINAGE MAT , � � 1'-0° �" ASPHALTIC , N ry (RUST COLOR) SLOPE 6�� PROTECTION BOARD M ,.^,� " ; 1'-0�� MIN. �"' '� o WATERPROOF � . ,,, , .. p .,�. �: ,.. ,..._.,.....: .. ; : ; ... . /�'� ..;. ,,:.,.:: .:. . ... :.> 0, MEMBRANE � ,. , ABRIC REINFORCE � � . . . . . . . . . . '.J. ( � .f� �l' } Ye�'.� . . . .. . . . . . . . •1 J ��1 . � . . . . . . . . . ..�r'�' �� . � . . � . . . . . . �:i�./ . . . . {. t. v i^. . . . �� �1°i�' +1`>�; . :�. ..� .:�...:,..., ,� HOT LIQUID-APPLIEQ �.. �u �� _.�.__._,-`�--- �- - ��_. --�.. --��_ - W P M A 612 5 F R � 10� S.t.P. wJ ( H ) NAILABLE SURFACE , �`° � � Q (BOTH SIDES) R-40 �,,,_,_....._ DOUBLE � CQPPER FLASHING w/ . y W COPPER VAPOR BARRIER HEMMED DRIP EDGE � FLASHING �" PLYWD.T&G .�� ~ � $" GYP. BD, � � 1���x9��� LVL 4+- T.O.BEAM ALLOW SPACE FOR - ��— v,:_ - _�–�-- RIM BOARQ �.► s � DRYWALL � .. ^ _ Z ROUND NOTCH BEAM WITH CURVED — 2x12 P,T, �i...i COPPER GUTTER ROOF . � . `� . CEDAR FASCIA o,a M DOUBLE 2�� PLYWD. AT BEAM � ' ;: �" P.T, PLYWD, COVER WPM � 2x6 FASCIA \ FOR REVEAL ON INTERIOR SIDE ; i � SLOPING WD.)OIST � ' �•�/ 2x12 FASCIA EXPOSED TIMBER RE: STRUCT. BATf INSULATION a . P.T. BLOCKING •-.. P,T. SOLID BLOCKING VAPOR BARRIER . ,� � BEAM TO DRYWALL ��� � �: HARDIBOARD PANELS � . � lx4 T&G SOFFIT REVEAL 8 GYP. BOARD • �� l .. FLUID-APPLIED WATERPROOFING (EXTEND TO �,, _ a : BOTTOM OF FTG) � q r DRAIN & DRY BD � � 1X12 HORIZ. CEDAR SIDING ;• 4 a � � � BLDG PAPER , \ 1/2"T&G PLYWD ., SHEATHING %s�� GYP. BOARD . ,, VAPOR BARRIER . • ��.. Q ;; 5-1/2" BATT. INSUL. (R-19} :, � a � �� �..--:""""� I J a i i � 4 TYP._WALL / ROOF SECTION 1 1/2 - 1 -0 _ HEATED DECK OVER CRAWL SPACE 2 1 1/2" = 1'-0° y � ,I �� � I' °;I `� �' , o � ;,� STONE PAVERS �+ I .'I L"L� �,( BITUTHENE 4000, LAP OVER Q �r/1 MORTAR SET : I �:I BLDG. PAPER OR TYVEK �� w/SNOW-MELTTUBING I ;'I CONC FDN WALL � � DRAINAGE MAT � '� E: S7RUCT. � � ` BLDG. PAPER OR TYVEK � d n �. FLUID-APPLIEn WATERPROOFING (EXTEND TO �■ ��� ASPHALTIC � �,I . .;. BOTfOM OF FTG) �G. � PROTECTION BOARD � DRAIN & QRY BD I� 'iI EXTERIOR SHEATHNG W � Q � ,: FABRIC - REINFORCED, ' ' • • �� ( ��� 1/2" T&G PLYWOOD � GRAVEL THIS AREA REGARDLESS OF WHETHER �, (,,,,�,,,� WPM (AH61 5FR)ED _ i l t�� � ' � ` DRAIN IS LOCATED AT THIS LOCATION � � `t '.I �. MIN. 1" X 1" BUILT-UP CANT OF FLUID-APPLIED "�'�'� .,�,�,I BLOCKING fI STUCCO FINISH VFY. WATERPROOFING ATALL INSIDE CORNERS � � ;�, FINISH W/UNIT#9 EXPANSION MATERIAL 4 : �.�.�+ ;I � :: CLEAN 3/4" FREE � .�' i 8�� G Y P. B O A R D � .,� CONC. SI:AB RE: STRUCT. Q � D R A I N I N G G R A V E L � ., ` �� _ . � N ;M COPPER FLASHING w/ ; --FILTER FABRIC ' � ,� � �� ,.. ..... .... . ..:.: >. ... ,.. .:.. . ,,..:..<. . . . ... .. . ., . . - HEMMED DRIP GE a . •+• ...�:. �",.•,,• .: =s.,� �"I ED � � �,� c>;� �::�• , ,;`. . :,��- :.�;... l ��� :;�� , ;�: .�z''° � . .� .='� �r�� � u Sel .O: � i . . . J O E E 4 PERFORATED P RIMET R � � � � _ – �� a � .I .. , p O� � �+ (TO DAYLIGHTj .,�.,. : .� o � *, .. ��. ,� �.::w..... .. . ... T.O. FTG i ��� .' _ ;� � • ,, � . . �" PLYWD.T&G O � C� ' , � . q . ' ' SEE STRUCT DWGS � � � :� � ooa . . . , . : o � � RIM JOISTS, SEE STRUCTURAL ,.�C� /1 ,.-..�1� .-..(�l n ._n Q Q Lj . : � � . aa .� : �� o�o `�'� -- '�-�—� � COPPER FLASHING w/ . ? /�.�,,,,/ ; HEMMED DRIP EDGE • , \�fA�.,.i' � r . p . . . - 4 ;. VFY, CONNECTION W/ CONC FTG , �., UNIT#9 . : � ,,\ RE: STRUCT. :. " P.T. PLYWD. COVER WPM . �.� ,, � . PROJECT : 2333 ° .° P,-r. sou� a�.ocKiN� ' � R A W N B Y : MA � DATE : 4.15.04 HARDIBOARD PANELS , FLUID-APPLI�D R E V I S I O N S : CD 5.18.04 � ; WATERPROOFING �EXTEND ; TO BOTTOM OF FTG) _ � 4 ; . , a : . :; , _ 4 µ F�OTING DETAIL 1 i i�z�� = i�-o° 3 HEATED DECK OVER LIVING ROQM 1 i�2 - i-o , DETAI�S r- ,� �.n ..,.. �o �.n — �o 00 0� O � v r` � � � � _ STONE PAVERS � _+ Q' MORTAR SET STONE PAVERS � °� : w/SNOW-MELT TUBING MORTAR SET � � w/SNOW-MELT TUBING DOUBLE COPPER FLASHING W ry COPPER GUTTER 2�� SQUARE TUBE STEEL VERTICAL � N � HANDRAIL SUPPORT ,c, � SLOPE , �,,,. e" : 1'-0° 1/4" STL LEVELING PLATE, LEVEL W/ DOUB�E SLOPE o,. `~`,.,' � NUTS BELOW & SINGLE NUT ABOVE �" : 1'-0° ''-" , , , . ; ;.. ES LAG �� �� : ,: . (.�;: ...; � ,. � . ,' :. (� �. ` _ 3x6 ANGL 1/4 STL PLATE W/(4) 3/4 �1 a c , � � ,-� ,.. : . �:. �� :. , . ..:. , ; . ; . ..... . :.. .. . ,. , , .._, :... . . : . . ....:: . ... .:. ; ... ,. ..., �°� .-•.� -. ' ' � �` TO JOIST THREADED RODS ATTACHED :: < ,� :; _ ; . -.,,.. .. .... , .. .. ::.::,. ,. . ......... . .: ...: .. . :... .. .. .. .. ..::,:.;. � � , ,. :: , ,.;.�{� :: .<,;:. �:� . ;:.,.., ; . �,�:�., . . : : � � SEE 4-A402 TO BOT. AND TOP. EXTEND . ,;�, " '� _ ..,. : � THRU BLOCKWG, SECURE W/ _ _ `'a � �� ii ii ii WASHER AND DOUBLE Q ii u i� ii BOLTS. INSTAI.L WPM ON � �+-- �= —++---- FLd�SHING SAd�LE, SEE n TOP& SIDES OF PLATE & ON ` °� ii ii � ii BELOW n BOTTOM OF UPPER � EXTEND ROOF JOIST FOR � THREADED RODS � � � Q SOLAR SHADING H . . . . . . . . �. . .. � � . . . . .. . . . . - � . . � - Q� M � � . � � . . . . BOLT STEEL ANGLES TO HALF-ROUND COPPER ,,r, JOISTS W/THREADED ROD, GUTTER �` DRAINAGE MAT ^� �+-- �" STONE COUNTERSINK BOLTS UNDER ' Ve� JOISTS COPPER FLASHING w/ 8° ASPHALTIC „_ MORTAR BED w/ CONT. COPPER LEDGER HEMMED DRIP EDGE PROTECTION BOARD SNOW MELT FLASHING w/ FABRIC - REINFORCED, DRAINAGE MAT O HEMMED DRIP EDGE, SEE HOT LIQUID-APPLIED � _ BELOW WPM (AH6125FR) �" ASPH. PROT. BD #" PLYWD SHEATHING SOLID WOOD BLOCKING SLOPING WD,JOIST W/ BATf �'' AH6125FR WPM BLDG PAPER BTWN JOISTS INSULATION � �q" PLYWD. T&G ICE & WATER SHIELD TO 3' VAPOR BARRIER � RIPPED 2x12 RE: STRUCT. ' ON ALL SIDE OF WDW BATT INSULATION R-38 8° GYP. BOARD o VAPOR BARRIER OPENING DRYWALL 2x BLOCKING COPPER FLASHING � 2x14 DF REMOVABLE PANEC S�E SCHEDU�LE FIOR 5 ECIFIC DECK RAILING CONNECTION DETAIL TYPE 3 ��� QUIRK MITRE'S EDGE 1 1/2" = 1'-0�� • CONCEALED WINDOW SHADE 1�� SLIT FOR SHADE � GUIDE FOR SHADE TO FALL — COPPER CLAD FRENCH EXTEND WINDOW TRIM INSWING DOOR, SEE TO HIDE SEAM CONT. COPPER LEDGER SCHEDULE FOR SPECIFIC FLASHING w/ TYPE. DET. SIM. FOR WIN. HEMMED DRIP EDGE, ro� � PLACE FLASHING SADDLE OVER EACH CUT-OUT FOR JOISTS --- METAL SUB-SILL FLASHING, W/ 3-SIDE END DAMS UNDER CANTILEVERING JOIST. POSITION OVERCONT. DIM. = DOOR THRESHOLD - THRESHOLD, SET IN BUTYL FLASHING, SEAL SADDLE FLANGE 0/LEDGER SEALANT ' i° EXT. OVERHANG + 3 1/2" i FLASHING W/SEALANT. SEAL ALL CORNERS OF CANTILEVERE CHANNEL, SEE i� SADDLE FLASHING WATERTIGHT. IF (REMOVE GYPCRETE THIS AREA) � PREFINISHED METAL,CONSTRUCT W/ FLAPS, STRUCT. io i ' RIVET&SEAL W/SEALANT. IF COPPER, �° CONSTRUCT W/FLAPS & SOLDER. (SIM. FOR WOOD FLR. ON 4MM UNDERLAY. SUB-SILL FLASHING) p 4�� PLYWD. METAL BAR GRATE DECK _ : DECK/BRISE SOLIEL QETAIL THRESHOLDS IN SPEC. BOOK s� - 5 1 1/2" = 1'-0° - ANGLE W (/� SEE STRUCT Lj„� � �� , �..� ■ � � � ' SILL PLATE ATTACHED TO � � CMU WALL W/ANCHOR BLOCKING/SHIMS UNDER BOLTS, FILL CAVITIES, SEE DOOR. ADHERE IN PLACE, DO , STRUCT. FOR SPACING W � � NOT FASTEN THROUGH WPM : �: �., STUCCO OVER CMU WALL �s ' �, e.� 2 BBQ DECK DETAIL �„_ "�C Q 1 1/2" = 1'-0�� � � �� � �� � 3x6 ANGLES LAG COPPER CLAD FRENCH � �. 1��� 1��� TO JOIST DIM. = DOOR THRESHOLD - INSWING DOOR, SEE ..� � 'I`�` EXT. OVERHANG + 3 1/2�� SCHEDULE FOR SPECIFIC '°" � (REMOVE GYPCRETE THIS AREA) TYPE. DET. SIM. FOR WIN. � STONE THRESHOLD � NEW BACKER ROD & SEALANT – EXTEND SELECT FLOOR STON� VENEER �q" STONE «� JOIST SEE 5. ELEVATION FOR SAME AS EXTERICIR XTENDED JOIST LOCATION ~ SLOPE JOIST �" : 1'-0° e y 2 - 3x10 BOLTED TO . . . .. ,, . _ __ _ _ ,• _ ,� . . . . . , , . , .. EXTENDED 2x12 FLOOR : , :�., . ..... , . C�,' .. ;: � O ` � � �s �oisr - PROJECT : �333 MORTAR BED w/SNOW MELT D R A W N B Y : MA COPPER FLASHING TueiN� D A T E : 4.15.04 2'-8" APROX. 1 Z�� REVEAL DRAINAGE MAT CEDAR BOARD _ R E V i S I O N S : CD S.1H.O4 NEW 1x4; EXTEND WPM UP OUTSIDE 1/8" ASPHALTIC PROTECTION REISSUE 9.�3.04 FACE OF 1x4. EXTEND WPM UP FACE BOARD OF JAMBS OF R,O.,TO CREATE A COMP. WATERPROOFED SIL W/END � FABRIC - REINFORCED, DAMS ON 3 SIDES, TYP. ALL DOORS HOT LIQUID-APPLIED AND WIN. THAT EXTEND TO FLR ADI� WPM (AH6125FR) TO WP DECKS ��� PLYWD.�"&G BLOCKING/SHIMS UNDER , DOOR. ADHERE IN PLACE, DO COPPER FLASHING W/ NOT FASTEN THROUGH WPM HEMMED EDGE NOTE: SEE WATERPROOFING DETAIL IN SPEC, BOOK FC?R THRESHOLDS �ETAILS 4 SOLAR SHADE DETAIL 1 ENTRY THRESHOLD DETAIL � 11�z° = 1�-0° „ _ ,_ „ iiia — io , ,, . r,- ^ � � hQ � oa o� : '...`_�--..�:, Q ^! � .� � � , � y _ ! 1X12 HORIZ. � a,, c.�, _ �', ' CEDAR SIDING i /1;� a � . __ r BLDG. PAPER OR TYVEK I .i .c, � EXTERIOR SHEATHING � � 1/2° T&G PLYWOOD �s � r � STONE PAVERS ,._ � �' � ,� �r: ,,t , � � '� _ � MORTAR SET . F-- °` s3. � w/SNOW-MELT TUBING � ;' DRAINAGE MAT ��•� • ,4� ��� �� .� � e ASPHALTIC � cn u,, PROTECTION BOARD ,' 4 . . . . . � . . . . . � � .. . . . . . � � � � . � � � .. . � . � . . . � � . ( �j4 � .. . .. . . . � . � � � `{�� � � � � . � .. FABRIC - REINFORCED, �ti Q HOT LIQUID-APPLIED �\`'�-`'�i. � WPM (AH6125FR) � I y �,., � 3��� PLYWD, T&G J `� � o I �x 5/s" GYP. BOARD � ,1 � �� VAPOR BARRIER � -,,, °° �i„ 5-1/2" BATT. INSUL. (R-19) � I r� N COPPER FLASHING w/ .,,, '` HEMMED DRIP EDGE ;<, �` x ,��: x,:� :� � , ,, ;.� . .. a ., . ..;; , : . . .. . . ......... .. . . • .. ,..•.. . :. ;.`.. , , . ....4 . .... .... .CQ�. , . ;;,,.,.�.� _ `._. �N . . . � . . . . . . � .. � � . . . . . . . . . � . . . . � . . . � . . . .. . . . .. . . ��. _ _'� __ � � ��_ .`.�, . . . � � . . . � .. � . . . . . . � . . � � . . . . � . . . . � � . . . . . . . � . . � . . . . . . � . . .. � V . � � . . � . . � . . . . . . . . . � . . � . � � . � . . .. . . . . 1 . . . . � . . . . � . � � .. � . . . . .. . . . . . . . . . � . . . . . . . . � � . ��. � '�t . . .. � � .. . � •� . . . � . . . � . . . . � . . .. . � � � �� . . . . . . . . . . . . . . � . . . �. � � � . � .. . � � . . � L� . .. . . . � .. . �� . . . . � � . � � . � .. . � . . � . . . . . . � , � � . � � � � .. . � . � . � � . . . � . � ... . . . � . � . � � . . . . � � . � � . . . � � . . . . . . . . . . . . . . . . .. . 1 . . . . . . . . . � .. . . . . � CONCEALED KNIFE f � w PLA7ERE; STRUC7. - - - - - - - -N.. - -,.,—,,.w - - - -,- - �e�w� .—, - - - -,,- -,—..��•�- - - :� . . . � . . . . . .. . . M . . . . . . . . . � . . . . . . . . � . . � . . . . . . . . . . . . . � . � � ��i d � � . . . . . . . . � . . . . .. . . . . . . . . . TIMBER i � * _ RE: STRUCT ,' � e" GYP. BOARD 3t h EXPOSED CONNECTION . . . . . . . � . . . . C � . . . . . POLISH STEEL AND � ti' CLEAR LACQUER FINISH } : 0 �; � , � ; �,• ;, ,� :; ti �, a � v ;���� . l V �� BEAM TQ BEAM CONNECTION DECK DETAIL 4' 3" = 1'-0° 2 l 1/2" = 1'-0" T �1 �e� {n/' ) i� � � � � O � � �. � C�PPER PARAPET CAP � � Q � i I �2x4 BLOCKING �' (n,.r� � � 5TEPPED CONCRETE PARTY WALL I I I UNIT#7 - SLOPE 4" CONC. WALL BASE FLASHING � �' � TO MATCH ROOF SLOPE UNCURED NEOPRENE @ STONE CAP �� ~ � � � UNIT #8 - RAISE 4° CONC. WALL CORNERS '� � � 6" STONE VENEER TO ELEVATION: MORTAR � CL � � ( BLDG. PAPER COPPER FLASHING DO r�°` � � � PLY. WD, SHEATHING T&G COPPER FLASHING —� N07 FA5TEN EMBED IN � � � � � , ��� STONE HOT MEMB, Q� � � I STEEL ANGLE, SEE 5TRUCT. STONE TILES (FIT TIGHT) � � � � � UNIT #7 FILTER FABRIC -- COPPER FLASHING � T.O.SLAB -- ---- � � ...<-... 2° EXTRUDED POLYSTYRENE � �� . � ..:... . .....: ,. ,,...... . . ,..: 109 -4 I � � � �4 INSULATION �....... . . .......... ' � � ° � �a � � . : 5LOPEJOIST � , . ., —._._.:_�.�_�-=-------__:_�_- DRAINAGEBOARD ,-_— ----- _ .-��-�----_�----- "�"" � �a ��� � 1�_p�� Y a PROTEC710N BOARD a�v � _ � T.O.STEEL — .�_ s� _--�„--�..�- .��-- .,.....�.. .;.;.r•: :.�.��,.; �. -�.: - -, _ _ o �I � �> WPM � . � . . . . � . . . . . . . . � . � . ' ,`�d,;� :it�4'v'. . . . . . .. . . . � � .. � . . ... � . , . . . . . � . . � . . . . . . . . , . ':r:'e . � . . 11 � . . � . . � � . . . . . .. . . .t. > . . . . . . . �}.:tit�i'�.�:i�. . D . . ;C�.`;:' � n,:;,: PLYW T&G s�'.`.<';°::�:;?;�...�, �:,, r.T <:�.,.<�.; `.:.:< <. � �� �:::,;�.��, . M1:,, �...:w. :a. .;..,, y'� •;�� �,�,>;�,,w:;.: 6 STONE VENEER ON :. ..,..:�;-... �.�T.O.PLYWOOD ..... ..... ..�. „ .. ,.,::•�.�� ; ...:...... ..,.:-,;; . � .:� . ........ .,.;.,-..:.�...�:.:,:.: .:-.., � -- - -- _ , ...�,�- a ,.. . . RIPPED 2x12 w/BATT Y 108'-71t4�� -- --- — . =- �. ___ BUILDING PAPER �/'' .� INSULATION MORTAR BED w/SNOW MELT a �: 1/2"T&G PLYWD TUBING _ ___._�_ .� . , VAPOR BARRIER ' SHEATHING a.. . . _ DRAINAGE MAT e° GYP. BOARD 3.5x3.5x1/4 TUBE STEEL, SEE STRUC • � � 1/8" ASPHALTIC PROTECTION , . s�� GYP, BOARD , MORTAR VAPOR BARRIER _ UNCURED NEOPRENE @ DUMBWAITER I I BOARD a . a P R O E C T : 2333 CHASE ( I FABRIC - REINFORCED, � . HOT LIQUID-APPUED ` 2x4 FRAMED WALL CORNERS D R A W N B Y . MA � � . w/ BATi' INSULATION WPM (AH6125FR) EXTEND 3" : � aa 3.5x3.5X1/4 TUBE STEEL, SEE � A '( E : 4.�S.Q4 I I VERTICAL . • �� STRUC ( � �" PLYWD,T&G � 8° CONC, PARTY WALL R E V I S ( O N S : �D S.�S.O� � I BACKERROD &SEALANT .. SEE STRUCT. � � a a . .,.- . I I SOLID WOOD BLOCKING TO � ' STONE VENEER ~ . I I HANG pECK JOISTS �.� . Q CHASE SPACE --- __—_.__..___.�__.�� � � 3"0 DOWNSPOUT W/HEAT . n : I I TAPE . ; . _ � rr � � SEE STRUCTURAL FOR SIZES� � � %-. � � SPACING, AND CONNECTIONS " " , n4 � 4 4 ' • � : �} Q .. �V . '^�.. ° v. T�.` > DETAIIS : DECK DETAIL 1 PARAPET/STONE PIER DETAIL _ w 3 i iiz,� ^ i�-o�� i„ _ i�.o,� r-. � �n ....• �o �.r� «� 1p 00 O� N n ,,� r.. - _ . �v; ...a � .�.Q- °� . - . ��„ �o 0 _ o� N � � � ^ � � � � � O . p.., a i � j� W i I \ � ( p , • „e� C � H w , i � � ' .r.., � 'I O ` `' `, 3 U �.I 1 �.�r , � � 32 . � � ` ...� � a �� � i.\� '• — - -__._�_ � _�:,� � _ � �+ \ �.: � . �,.5• ;�:''st' (Y�� ,� °, �f \ I „ •�*� •!.� ' \ `---_ — � � ' , ',. ' �IN -- _ "' , ..�. ;; t. :,: m ,, .. .,� � , i °�, "C EXISTING CMU PARTY _ / ' ' • `/' WALL i ,� , CURVE S.LP. �.,+: � ,,, � .,;.•;;.•:., e�� GYP. BD. .�: � USE FURING WALL AS � , . , � •, ,. ,,. � : .• ,. -r;h,.:�,.� ��,?,W:�M���,.�,,.:,�:,�..�,,.�:r� .,. BEARW 2X4 • '� � i .,,M,,,s:,..;. . CUT BEAM TO FOLLOW :,7, . . .:.�,: G WALL .... � ' . .•':. .. �' CURVED CEILING . � ' CEbAR TRIM � ,.;', `.r ' _ `4; �J �" GYP, BOARD � . . '."". ' . NOTCH BEAM FOR , ;• . 2x CEDAR � DRYWALL BELLY BOARp � — TIMBER '�. UNIT#9 1x12 CEDAR �\ _ RE: STRUCT .:,., HORIZONTAL � :'•< SIDING � s;� �-''"� 5/s" GYP. BOARD BLDG PAPER � :•'., -!� �" PLYWD SHEATHING VAPOR BARRIER , � 5-1/2" BATT. INSUL. �.: ��� ,,.,.�., :,;;��.,w�,r�� ,aN:F, �..-- (R.l g) . . . . . . . � � . � }i'n.�:;i SY,.r 4r . ,N}S 4{'rl�.P. . . . . . . . . . . . :y� ICE & WATER SHIELD TO ::, 3' ON ALL SIDE OF WDW OpENING _...------�---"' BEAM TO CEILING - CURVED EAST PARTY WALL DETAIL CORNER WALL DETAIL - 6 31 = 1'-0° 4 3" = 1'-0" 2 3�� ^ 1'-0° _ : • �� W � W � H _ � CORPER FLASHING �r � CAP � , � � TREATED PLYWD. ,� �.1.� a C� 2x BLOCKING � (� ., . CONCEALED GUTTER � � ;,• �---- ,,� DOWNSPOUT STRAPPED "'..I �; � � . . . . . , . � . . . . • 4.� . . . . '..: . • TO CONC. WALL � .�.�. �,;' Q _ :.,' ,�� ••�e„�� � . . ,,, r�,.°'�"' � ' Q t �,.. "�; .,' NEW 8" CONC. PARTY :�: : WALL � � 1 rG . _,,,./'. "+ � : '� FURING WALL VARIES °-I � ': Q SEE PLAN I :,; � i,!_ ,. WPM � �� UNIT#7 ��: . �--,,,,`_ ;•, 8" GYP. BOARD SLOPING CONC. ° � Q ; ■�.. � . . ./ �__,��� �,� PRIVACY WALL '�"° .�'r � ='=� .;' STUCCO � � . . . . . . . . . . .4. • j. �y. ���� ' � ��, 5� '� �.{� � . . . . +�� �'� . .. . . . . a . . � � . . . � . . . . � � . � ^ . � . � . � � . . .. y .�� _� ��• ;t�� �r � ��A.,..:.��� �4i� �� � . � . . . . . . . � . . � . . . . � Q ,,•1� . . . . � . . � � . . . . . . . .. . . . .. . . . . � . . � . . . � . . � � . . . ' . � . . . . . . . . �.�' . . . � . . r/' I�:� . . . . � � . . . ` . . . . . ° ° . . . . . . . . . . . . .. . . . � . . . � . .� � .. . . � . � �,y . . . . . � . ' . � � : � . . .. . . . . . . . ' . . . .. . . � . . � . �. .. � . . . . . �1 � � . /��....;--"'��^, 5 . ,. . .. . � . . .. . . . . . . . . . . . . .. 3u �u �, ; . _ �" GYP, BD. � Q � �-�-_..� • . ��� �: —� _ �:: q ADD SHIM FOR . � DRYWALL REVEAL Q ,r . . TiMaER �• � P R 0 J E � T : 2333 RE: STRUCT ; • , DRAWN BY : MA „ � ' DATE : 4.15.04 : � REVISlONS. : CD5.17.04 : � . . , , a . � � � , � x . . � BEAM TO CEILING - FLAT WEST PARTY WALL DETAIL DETAILS 4 5 s° = i+-o° 3 3�� = 1�-0° 1 P�IVACY WALL DETAIL 3�� = l�_��� r-� ,� � � , �c �.n _ � ov o� O �' c..� r"' r. . �e!- , � Q _ - � Q, �o c — � _ e� a N w �; � � v �_„ "�' 0 AIR INFILTRATION BARRIER �— °i �':':. 5/8" GYP BD. OVER Q- � �:' VAPOR BARRIER I X HORIZ. CEDAR SIDING � �� . Q WINDOW SCHE�ULE KEY: D=DUAL;T=TEMPERED; LAM=LAMINATED; CL=CLEAR AIR INFILTRATION BARRIER � ; ,. V) W I/2" PLYWOOD SHEATHING : .' _ � � WINDOW TYPE/MANUF. FRAME MAT'L WINDOW R.O. GLAZING* REMARKS .i..,, � N0. W x H FLASHING W/ TRIM � 4I4" X 2 I/4" �. • Wl POINT FIVE COPPER CLAD/ALDER 136 �8�� X 187 3�° LOW E /T MOTORIZED AWINING SI�ICONE SEALANT CHERRY TRIM � � WZ POINT FIVE COPPER CLAD/ALDER 47" X 51° LOW E & BACKER ROD � � COPPER FLASHING cu `" - W3 POINT FIVE COPPER CLAD/ALDER 7J" x 51° LOW E MOTORIZED AWINING SHIM SPACE � W4 OMIT V2" TYP. @ HEAD • � �.. W5 POINT FIVE COPPER CLAD/ALDER 79" X 37° T � W6 POINT FIVE COPPER CLAD/ALDER 124" X 9S° T COPPER CLAD WINDOW 6 3/8" TYP. (SEE SCHEDULE FOR SPECIFIC TYPE) vARI S •-- W7 POINT FIVE COPPER CLAD/ALDER 124° x 43° STACK ABOVE WINDOW DOOR COMB� W8 POINT FIVE COPPER CLAD/ALDER lOO" X 79° LOW E /T � W9 POINT FIVE COPPER CLAD/INT.EXT 4O" x 58° T/ FROSTED GLASS WZO POINT FIVE COPPER CLAD/INT.EXT 58�� X 5S° T � W11 POINT FIVE COPPER CLAD/ALDER 49" X 34° � a.., � W12 POINT FIVE COPPER CLAD/ALDER SS" X SS° � p W13 POINT FIVE COPPER CLAD/ALDER 49�� X 34° , W14 POINT FIVE COPPER CLAD/ALDER 4g" X S$° m w15 PoiNT FivE COPPER CLAD/ALDER S5° X ss„ TYP. H EAD DETAI L (add) Wr2 POINT FIVE COPPER CLAD/ALDER 79" x 25° LOW E /T MOTORIZED AWINING - match width and style of W3 1 3�� = i�-0�� ° (add) Wr1 POINT �IVE COPPER CLAD/ALDER 97" x 85" T (4) PANEL SLIDER DOOR � COPPER CLAD WINDOW 6 3/8" TYP. VARI s o (SEE SCHEDULE FOR SPECIFIC TYPE) � SHIM SPACE \ „ I/4" TYP. @ JAMB � .::.' 4/4" x 2 I/4° 2 X STUD WALL CHERRY TRIM �:: I X HORIZ. CEDAR SIDING - OVER BUILDING WRAP :•.. 8'-0° .... 2'-0" 2'-0" 2'-0" 2'-0" I/2" PLYWD. :`•: 5/8" GYP BD. OVER _ VAPOR BARRIER > AIR INFILTRATION BARRIER �':: - \ 6'-6�� R-19 BATT :���.. . ° �� 3�_p�1 �� 3� � _� INSULATION �� _ o � �� �'' ° °° / \ / \ � N �-1 ' � � � � � WINDOW TYPE: WINDOW TYPE: _ DOUBLE SLIDER W�� Ma-rcH w-� cwiatn� W�z z TYP,- AMB DETAIL � � 3 - 1 0 � Q � � �� � _ �� �' , ■— .�� "�� � .. ' . _ 6 3/8" TYP. VARIES p . COPPER CLAD WINDOW � �SEE SCHEDULE FOR SPECIFIC TYPE) °'� .� , .� �v i COPPER FLASHING � � ��``,:.,-,.--,'".��- CEDAR TRIM ``-,-� .,,. 4/4" x 2 I/4�� (�r' CHERRY TRIM � ::�, I X HORIZ. CEDAR SIDING � ���� { OVER BUILDING WRAP \ 5/8" GYP BD. OVER , .;:. VAPOR BARRIER , : AIR INFILTRATION BARRIER R-19 BATT ::: P R O � E C T : Z33� I/2" PLYWD. INSULATION :.:.: D R A W N B Y : MA �::� DATE : PERMIT ISSUE 3.24.04 REVISIONS : CD 5.18.04 REISSUE 9.13.04 TYP. SILL DETAIL 3 --- 3�� _ 1�.��� WINDOW ` D ETAI LS . . ASOo r,-,. `^ i.r+ .._. �a �.n � ..p 00 Q� N 5/8" GYP. o � , d- STONE VENEER � o _ : - � °� ;:.: �. ; .;. ,.,. �. : .. .:... �. ,:. I/2" BACKER BD. (STONE FINISH) ,o 0 � y ; '! � N , 2 X HEADER W � ' _ �' I/2" SHIM SPACE TYP. : . : �, ", 0 I X WOOD JAMB, ' . � 4/4° x 2 %a° CHERRY TRIM °- '� � C ' ° 0 � H W I X WOOD JAMB ��- ( � _ -�� ,,�._ � I/2" X 3" WD. STOP i„ FRONT DOOR N ° I/2" X 3" STOP � � WD. DOOR TYP. / 2 x STUD WALL i„ e.� � � o _ DOOR JAMB � '"' � , � � � I/2" BACKER BOARD (STONE FINISH) .- STONE VENEER � � � . � � 2 TYP. HEAD DETAIL FRONT DDOR JAMB DETAIL �, 3" - 1'-0" 4 — 3" = 1'-0° � ' s y 2 x STUD WALL I/2,, REVEAL. J-MOLD @ DOOR JAMB AND STONE 5/8" GYP. I X WOOD JAMB �� STONE FRONT WOOD DOOR W/ - DOOR STOP I"x 2 %a" CHERRY CASING BOTH SIDES NICHE @ BOTT. FOR HELD BACK 8" FROM JAMB EDGE AUTO. DOOR BOTTOM STONE �, BACKER @ WD. SPECIES CHANGE AUTOMATIC DOOR BOTTOM , DOOR JAMB (RE: FINISH SCHED.) STN. THRESH. SLOPES FROM WD. SPECIES CHANGE i,� I/4" TOWARDS EXTERIOR DECK STONE THRESH, , ..,... . . :.;� .. :. < ;. I/2" X 3" STOP ,`�-� STONE WOOD DOOR TYP. �, HEATED STONE �,�s DECK � � FINISH FLR. —I� ELEV. � / // - , 3/4" GYP. CRETE (EXISTING) j/ //� - , �/ �� � /. . � . � . a . . �� /� �� � _ n e' m . . a d / // // / - - 3/4 PLYWD. // /�/��//�� , �� /� // . WOOD JAMB � i„ � JOIST RE: STRUCT. � �� �� 3�� 24 � Y 8 L�.� �,,,�/9 �1�..1 � � TYP. JAMB DETAIL FR�NT D04R SILL DETAIL = 1 3�� = 1'_0° 5 3" = 1'-0° � � �� � � � � � � �� � �J � INTERIOR DOOR SCHEDULE ...� .�.1 DOOR PANELS FRAME REMARKS ���m� � �� ".°°� ROOM DOOR ROOM NAME HARDWARE SIZE R.O. SWING THICK- MAT'L THRESH- MAT'L TYPE MAT'L ° � WD. DOOR TYP. No. Na Ness o�o W � 001 1 BEDROOM Paivacr 2'-6" x 6'-8° 2'-7" x 6'-8%" LH 1-3/4" CHERRY WOOD CHERRY CHERRY SLAB DOORS I/2° X 3° WD. STOP 002 l CLOSET PASSAGE 2'-0" x 6'-8" 2'-1" x 6'-8%" RH 1-3/4" CHERRY WOOD CHERRY CHERRY SLAB DOORS �� � 003 1 BATH PRIVACY 2'-0" x 6'-$" 2'-1" x 6'-8%z�� RH 1-3/4" CHERRY TILE CHERRY CHERRY SLAB DOORS I X WOOD .JAMB, — 003 2 BATH Paiva,cY 2'-0" x 6'-8° 2'-1" x 6'-8�" LH 1-3/4" CHERRY TILE CHERRY CHERRY SLAB DOORS � �,— 004 1 BEDROOM PRIVACY 2'-6" x 6'-8" 2'-7" x 6'-8�i" LH 1-3/4° CHERRY WOOD CHERRY CHERRY SLAB DOORS �� 005 l CLOSET aa,ssa�e 2'-0" x 6'-8° 2'-1" x 6'-8�" LH 1-3/4° CHERRY WOOD CHERRY CHERRY SLAB DOORS — �� - ;;, ;;; � �� �_ �� �_ �� �_ �� �� �+° WOOD OR STONE BASE %' '%� 006 1 BATH PRivacY 2 -4 x 6 8 2 5 x 6 81/ RH 1-3/4 CHERRY TILE CHERRY CHERRY SLAB DOORS ' � "'� " 007 1 LAUNDRY P,assa�e 2'-6" x 6'-8° 2'-7" x 6'-8�" POCKET 1-3/4° CHERRY � �' _ %:i %i; TILE CHERRY CHERRY SLAB DOORS � THRESHOLD � '%-' i'% 009 1 STORAGE �ocK-seT 2'-6" x 5'-0" 2�_7�� X 5�%° LH 1-3/4" CHERRY WOOD CHERRY CHERRY SLAB DOORS ;;; - ;; �./� � � � � � ' O11 1 CLOSET PASSAGE 2 0 x 6 8 2 1 x 6 8 RH 1-3/4 RUBBER CHERRY CHERRY SLAB DOORS �_ �� � �� � �� �_ i �� �� CHERRY FLOORWG MATERIAL '�'� �'�'� _ _ , 012 1 ENTRY �ocK-seT 3'-d" x 6'-8° 3'-1" x 6'-81/" LH 1-3/4° CHERRY RUBBER CHERRY CHERRY SLAB DOORS %i; %;%; (DEPTH UARIES) �-- ;-�, � 013 1 ENTRY �ocK-ser 2'-6° x 6'-8" 2'-7" x 6'-8%" RH 1-3/4° CHERRY RUBBER CHERRY CHERRY SLAB DOORS 016 1 WINE CELLAR LOCK-SET 2'-6" x 6'-8" 2'-7" x 6'-8%° LH 1-3/4" CHERRY WOOD CHERRY EXTERIOR DOOR GASKET 102 1 COAT CLOSET PASSAGE 2'-6° x g�_p° 2'-7" x 8=%° RH 1-3/4" CHERRY STONE CHERRY CHERRY SLAB DOORS 106 1 BEDROOM Pa�vACY 2'-6" x 7'-0° 2'-7" x 7=%° LH 1-3/4" CHERRY WOOD CHERRY CHERRY SLAB DOORS 107 1 BATH PRiv,acY 2'-6" x 7'-0" 2'-7" x 7'-%° RH 1-3/4° CHERRY TILE CHERRY CHERRY SLAB DOORS 107 2 BATH PRIVAGY 2'-0" x 7'-0" 2'-1" x 7'1 " POCKET 1-3/4" CHERRY TILE CHERRY CHERRY SLAB DOORS P R O � E C T : 1333 203 1 M. BEDRM PRIVACY (2}2'-0" x S'-0" 4'-1" x 8=%" DOUBLE 1-3/4" CHERRY/GLASS WOOD CHERRY FRENCH DOORS D R A W N B Y : MM � 204 1 M. CLOSET PASSAGE 2'-6" x 7'-8° 2'-7" x7'-8�" RH 1-3/4" CHERRY WOOD CHERRY CHERRY SLAB DOORS • DATE . 205 1 M. BATH PRivacv 2'-6" x 7'-8" 2'-7" x 7'-81 " �H 1-3/4° CHERRY TILE CHERRY CHERRY SLAB DOORS 206 1 W.C. PRIVACY 2'-0" x 7'-8° 2'-1° x 7'-8�° LH 1-3/4° F. GLASS TILE CHERRY PERMIT ISSUE 3.Z4.O4 �P. SI LL DETAI L 251 1 OFFICE PRiva,cv (2)3'-6" x 7'-6" 7'-1" x 7'-6�/z° SLIDER 2 FROSTED WOOD ALUMN. ONE OPER. -ONE FIXED R E V i S I Q N S : 3" = 1'-0�� GLASS CD 5.1$.�4 2 1 GUEST RM PRVA Y '_ " '_ ° _ " '_ " _ " CHERRY REISSUE 9.13,04 EXTERIOR D04R SCHEDULE DOOR PANELS FRAME REMARKS � ROOM DOOR ROOM NAME HARDWARE SIZE R.O. SWING THICK- MAT'L THRESH- MAT'L TYPE MAT'L N0, N0. NESS OLD 004 2 BEDROOM 3'-0" x 6'-8" 3'-1" x 6'-8�" LH 1-3/4" ALDER /GLASS WOOD COPPER CLAD POINT FIVE 014 1 MUD ROOM R 3'-0" x 6'-8" 3'-1" x 6'-8 i/" LH 1-3/4" ALDER/GLASS STONE COPPER CLAD POINT FIVE 017 1 MECHANICAL DEADBOLT 3'-0" x 6'-$" 3'-1" x 6'-8%" RH 2° METAL METAL ALUMN. LOUVER ACCE55 DOOR 018 1 STORAGE �eAOSa�T 3'-0" x 6'-8" 3'-1" x 6'-8%" RH 2" METAL METAL ALUMN. ACCESS DOOR 1d1 1 ENTRY (2)2'-6" x 10'-0' 5'-1" x 10' lz" DOUBLE 1-3/4" HGY/GLASS STONE COPPER CLAD POINT FIVE-(R.H. OPER.) CLEAR GLASS PEEP HOLE 105 1 KITCHEN �ocK-SeT (2)2'-4 " x 7'-2" 4'-9" x 7'-21/" DOUBLE 1-3/4° ALDER GLASS WOOD ALUMN. POINT FIVE DOOR 203 2 M. BEDRM �ocK-se-r (2)2'-6" x 8'-0" 5'-1" x 8'-�/Z° DOUBLE 1-3/4" ALDER /GLASS 1NOOD COPPER CLAD POINT FIVE - WINDOW UNIT DETAILS 301 1 LANDING Z�-6° X 8�-a° 2'-7" x 8'%z" RH ' ALDER/GLASS WOOD COPPER CLAD POINT FIVE � - A501 CatNtHHL NU�tS: SHIHLtY Fit5lUtNl:t FitMUUtL JUtf#UIU:iU4 ABBREVIATIONS LfST DESIGN CRITERIA: STRUCTURAL WOOD FRAMING: SANDWICHED FOAM PANEL SYSTEMS: CONNECTION SCHEDULE A.s. ANCHOR Bo�T - ROOF LIVE LOAD SNOW LOAD : 100 PSF 1. EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS 1. INDIVIDUAL PANELS SHALL BE DESIGNED BY A REPRESENTATNE OF THE ADJ. ADJACENT ROOF LIVE LOAD(SNOW&HOTTUB): 185 PSF SHALL BE DOUGLAS FIR-LARCH#2 AND BETTER. ALL SOLID TIMBER POSTS AND MANUFACTURER WHO IS A REGISTERED COLORADO ENGWEER. AQ SIMPSON H5 ALT. ALTERNATE BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH#2 IJNLESS ARCH. ARCHITECT _ ROOF DEAD LOAD: 15 PSF NOTED OTHERWISE ON PLAN. 2. THE PANEL MANUFACTURER SHALL PROVIDE CERTIFICATES THAT PANELS OO SIMPSON LUS21 O gp, BOARQ ` ROOF DEAD LOAD W/STONE: 60 PSF HAVE BEEN TESTED IN ACCURDANCE WITH ASTM E-72. OC SIMPSON LUS21 O-2 BLKG. BL�CKING FLOOR LIVE LOAD: 40 PSF 2 STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. g(N, BEAM FLOOR DEAD LOAD: 15 PSF D SIMPSON MIT11.$H DECK LIVE LOAD: 100 PSF 3. THE OSB SKIN SHAL�BE IDENTIFIED ON THE PANEL WITH AN APA O BM. PKT. BEAM POCKET 3. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE PERFORMANCE RATING MARK WITH AN EXPOSURE 1 DURABILITY RATING. E SIMPSON HHUS41 O BRG. BEARING DECK DEAD LOAD: 10 PSF O BASIC WIND SPEED (3 SEC GUS�: 90 MPH FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED CANT. CANTILEVER ANCH4RS. BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO CONCRETE OR 4. STORE ANQ SUPPORT PANELS PER MANUFACTURER'S RECOMMENDATIONS. Q SIMPSON MIU1.81/9 CLR. CLEAR WIND EXPOSURE B -� c� c+ t�-� SEISMIC DESIGN CATEGORY: C MASONRY,AND SPACED NOT MORE THAN 6 FT APART. THERE SHALL BE A J L 4X4X1/4X0'-5 1/2 SEE CMU CONCRETE MASONRY UNIT � � �y �„ IRC EDITION: 2003 MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR 5. SUBMIT SHOP AND ERECTION DRAWINGS TO THE ENGINEER AND ARCHITECT Q COL C(�LUMN � �- r� �, " SECT. 2/S5 � �- r- � ANCHOR STRAP LOCATED NOT MORE THAN 12 OR LESS THAN 4 FROM EACH FUR REVIEW PRIOR TO FABRICATION. CONC. CONCRETE FOUNDATION DESIGN: � � . . END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE C�NT. CONTINUOUS � � QH SIMPSON HU11 c� TIGHTENED ON EACH BOLT TO THE PLATE. 6. INSTAL�PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C.P. CRIPPLE POST � � "� � 1. THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS - U � � JQ SIMPSON HU412 MAX. �w�, oowE� SET FORTH IN GEOTECHNICAL LETTER DATED 8/25/1981 BY INTER-MOUNTAW t� � o ca ENGINEERING, INC FOR UNIT#6. 4. BOTfOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED BqCKFILLING PROCEDURES: K 1/4X5 1/2XO'-6 SHEAR TAB W/ EQ, EQUAL � � c.� o'a �uMBER. Q 2 -3/4"f�x T.B.'s SEE 10/S5 `� � � EXP. EXPANSION � 2. DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING 1. VERIFY TYPE OF F(LL WITH GE(3TECHNICAL ENGINEEfi. r�.. � PRESSURE�F 2000 PSE 5. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY L� L 4x4x1/4x0'-8 1/2 SEE 15/S5 EXSTG. EXISTING WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1/2" F.D. FLOOR DRAIN � CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2xTREATED BLOCKING 2. CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLSTO FINA� KNIFE {L 1I4X5XO'-11 1/2 W/ FTG. FOOTING 3. RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 60 GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTA�LED. DO NOT PCF FOR THE"AT REST'CASE AND 40 PCF FOR RETAINING WALLS"ACTIVE". EACH SIDE OF BEAM AT BEARING. BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING � �4�-3/4"� X T.B.'S SEE 9/S5 G.L. GLUED LAMINATED ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHORWG IS INSTALLED. KNIFE 1 4X5XQ'-11 1 2 W HDR, HEADER 6. BLOCKING WITHIN FLOOI�JOIST SPACES BENEATH POSTS NOTED ON PLAN � � I I HOFiIZ. HORIZONTAL 4. FOC?TINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL �J � OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL SHALL BE�F EQUIVALENT AREA OF THE COLUMN ABOVE SINGLE STUD GROUT: O (4�-3/4"Q� X T.B.'S SEE 16/S5 INFO. INF4RMATION TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. JSTS. JOISTS � ENGINEER. �O STEEL BRACKET SEE 1�S2 K.S. KWG STUD -- 1. GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES ' 7. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH ` LLV LONG LEG VERTICAL' 5. PROViDE CRAWLSPACE VENTILATION PER CODE REQUIREMENTS. SHAL�BE NON-SHRWK, NON-METALIC GROUT WITH A MINIMUM COMPRESSIVE SIMPSON W1'I �SKR-VIF �n STANDARD WASHERS AND NUTS. P LQNGIT. LONGITUDINAL � A STRENGTH OF 2500 PSL O SKEW ANGLE LIWT. LIGHTWEIGHT 6. SOIL VALUES AND CONDITIONS STATED IN THE LETTER NOTED ABOVE SHALL g, REFER TO THE 2003 IBC TABLE 2304.9.1 FOR MINIMUM FASTENING SCHEDULE. ) _ LVL LAMINATED VENEER LUMBER ,� BE VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER. REPORT ANY GENERAL REQUIREMENTS: � SIMPSON LU2HR 18 DISCREPANCIES FROM THE ORIGINAL FINDINGS DESIGN ASSUMPTIONS T�THE A COPY OF THIS TABLE CAN BE PROVIDED UPON REQUEST. MANF. MANUFACTURER -� SIMPSON L50 &2x8 o.C. oN cErvTER � STRUCTURAL ENGWEER. 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO a O � 9. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOW PRESSURE BLKG. R PLATE ° RAFTERS,JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE C�NNECTORS OR CONSTRUCTION. DC}NOT SCALE DRAWINGS, CONTACT ENGWEER IF REF. REFERENCE "" . � � � 7. BACKFILL AROUND REfAINING WALLS SHALL BE C�MPACTION TESTED PER EQUIVALENT. DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. REINF. REINFORCING ' + . � � THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. SCHED. SCHEQULE 10: WOOD NAILER PLATES ON STEEL BEAMS FOR TQP-FLANGE HANGERS SHALL 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. S.I.P. STRUCTURAL WSULATED PANEL �, ' - � � � 8. PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAI. BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED STL. STEEL "' = � � ENGINEER RECOMMENDATIONS. CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND ' � � ' T.B. THROUGH BOLT � , ,.. � 11. MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE T&G TONGUE&GROOVE THE SIZES AND SPACINGS INDICATED ON PLAN. IF JOISTS FROM A SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO TO TOP OF � � MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED,CONTACT' ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF TOF TOP OF FOOTING T�� 1���,� , � REINFORCED CONCRETE: ENGINEER TO REVIEW SPANS, LOADING AND CONNECTIDNS. FOLLOW THE CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH TOW TOP OF WALL '`� MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING,BRACING AND THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT W TRANSV. TRANSVERSE ' � �° t,� 1. CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF CONTRACT). � y ' ' WEB STIFFENERS. TRTD. TREATED "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318). .�: � TS Tl1BE STEEL 12. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16"ON CENTER OR AS DESCRIBED 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES TYP. TYPICAL �u 2. STRUCTURAL CONCRETE SNALL HAVE A MINIMUM 28 DAY COMPRESSIVE BELOW, UNLESS NOTED OTHERWISE ON PLAN: AND PRUCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY VERT. VERTICAL STRENGTH OF 3000 PSL , WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION VIF VERIFY IN FIELD . WALL HEIGHTS FROM 12'-6 TNROUGH 14'-6: 2x6 STUDS @ 12° DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS W.P. WATERPROOF 3. CONCRETE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT , WALL HEIGHTS FROM 14'-6 THROUGH 17'-4: (2}-2x6 STUDS @ 16° ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS W/ WITH CEMENT. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS. WALL HEIGHTS GREATER THAN 17'-4: CONTACT ENGINEER THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE 4: FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE"ACI MANUAL CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT SAFETY IS THE SOLE RESPONS{BILITY OF THE CONTRACTOR. � : OF CONCRETE PRACTICE.° INTERSECTIONS WITH OTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE,STRAP - TOP PLATES WITH STEEL STRAP TIES(SIMPSON ST292}. 4. QBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR ( ( � GABLE END WAL�S SHALL BE BALLOON FRAMED TO THE BOTfOM(�F DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION ���� 5. EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS RAFTERS, LOOKOUTS OR GABLE END TRUSS. DOCUMENTS. THiS OBSERVATIQN VISIT IS NOT AN INSPECTION. THE FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS WALL HALL BE SHEATHED WITH 7 1 "THI K APA RATED PLYWOOD OR OSB CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO � UNLESS NUTED OTHERWISE. • S S / 6 C SHEATHING RATED 24/16, EXPOSURE 1. BLOCK ALL HORIZONTAL JOINTS:8d SCHEDULE THIS VISIT. NAILS AT 6 AT PANEL EDGES AND 8d NAILS AT 12 AT INTERMEDIATE SUPPORTS. � 6. CONCREfE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED PROVIDE (3)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH 5. SUBMIT SHOP DRAWINGS TO ENGWEER FOR STRUCTURAL STEEL FOR REVIEW ' CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION. IF ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED PRIOR TO FABRICATION OR CONSTRUCTION. THE ARCHITECT AND/OR POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES. THERWISE. CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES. �� O 7. CONCRETE COVERAGE FOR REINFORCING STEEL(ACI 318-95): ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE � � CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3° STRUCTURAL DRAWINGS. y CONCRETE EXPOSED TO EARTH OR WEATHER: 13. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16"UN CENTER � �� WITH 1/2"GYPSUM WALL BOARD BOTH SIDES. CAP WITH A DOUBLE TOP PLATE 6. FOR NEW CONSTRUCTION ADJOINING AN EXISTING STRUCTURE,THE � #6 BAR THROUGH #18 BAR: 2 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, Q ' #5 BAR,W31 OR D31 WIRE,AND SMALLER: 1 1/2° TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS. � IF OVEfiLAP IS NOT POSSIBLE,STRAP TOP PLATES WITH STEEL STRAP TIES ELEVATIONS AND ALL EXISTING C�NDITIONS. UNDERPINNING AND SHORING OF ( ' ' � Q ' . CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND: EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. W _ . a. SLABS,WALLS AND JOISTS(#11 BAR AND SMALLER}: ' (SIMPSON ST292). � . #14 AND NO 18 BARS: 1 1�2 . PROVIDE (2)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH CONSULT WITH THE ENGWEER FOR SHORING DESIGN AND RECOMMENDATIONS „�' A L R: 3 4" ONE 2x4 OR 2x6 TRIMMER AND C3NE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS (NOT IN CONTRACT). �' W . #11 BAR AND SM L E / !� � b. BEAMS AND COLUMNS: NOTED OTHERWISE. 7. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET �J . PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: 1 1/2 • ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. � a OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. � � 14. AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND W STRUCTURAL MASONRY: POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. COMMUNICATION BETWEEN THE CONTRACTOR,ARCHITECT AND ENGINEER T� Q O, PROVIDE THE BEST POSSIBLE STRUCTURE ❑ � ( , 1. LOAD BEARWG CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 15. FLOOR SHEATHING: PROVIDE 3/4"THICK APA RATED STURDIFLOOR RATED �"'� STANDARDS AT 24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR �� � " C�NSTRUCTION. GLUE AND NAIL PANELS T�ALL SUPPORTS: 8d NAILS AT 6"AT � � � 2. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE S WITH PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPOfiTS. INSTALL � PROPORTION OR PROPERTIES SPECIFIED IN TABLES 2103.7(1)AND 2103.7(2}OF SHEATHING WITH LONG DtMENSION PERPENDICULAR TO JOISTS AND STAGGER W [� ` THE 2003 IBC. DO NOT USE ADMIXTURES UNLESS APPROVED BY STRUCTURAL JOINTS. f ENGINEER. � 16. ROOF SHEATHING: PROVIDE 5/8"THICK APA PLYWOQD SHEATHWG RATED 3. GROUT SHALL COfVFORM TO TABLE 2103.10 OF THE 2003 IBC OR TH ASTM 476. 40/20 EXP�SURE 1. INSTALL SHEATHING WITH LONG DIMENSf(�N USE COARSE GROUT WITN COMPRESSION STRENGTH EQUAL Tb f'm, BUT NOT PERPENDICULAR TO THE SUPPORTING MEMBERSAND STAGGER JOINTS. � LESS TNAN 2000 PSL NAILING: 8d NAILS AT 6 AT PANEL EDGES AND 8d NAILS AT 12 AT INTERMEDIATE � SUPPORTS. 4. MASONRY SHAL�HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF . PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFfERS,TRUSSES � f'm=1500 PSL AND LOOK�UTS. . PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT � 5. PROVIDE (2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND EDGES OF BEARING TO PREVENT ROLLING. OPENINUS(B(3TH VERTICAL GROUTED CELLS AND HORIZONTAL GROUTED BOND �� BEAMS). 17. LAMINATED VENEER LUMBER (LVL}SHALL HAVE THE FOLLOWING MINIMUM � PROPERTIES: 6. MASONRY WALLS SHALL BE GROUTED IN CELLS CONTAINING STEEL . FLEXURAL BENDING STRESS: 2600 PSI � REINFORCING UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER. . MODULUS OF ELASTICITY: 1,900,000 PSI �/���` - . TENSION PARALLELTO GRAIN: 1850 PSI 7. STRUCTURAL MASONRY SHALL BE LAID UP RUNNING BOND WITH EXPOSED . COMPRESSION PARALLEL TO GRAIN: 2310 PSI RIPPED 2x4 SLEEPERS @ 16° JOINTS TOOLED. . COMPRESSION PARALLEL TO GRAIN: 750 PSI W/3/4"T&G PLYWD. PERPENDICULAR TO GLUE LINE REINFORCING STEEL• HORIZONTAL SHEAR: 285 PSI 1 1/4"NAILER F�?DRIVE-PINNED 1. EXCEPT WHERE Ol'HERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, STQNE OVER MORTAR BED�VER W.P. TO STL. BM. @ 16",TYP. BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. W 10x15 EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE MEMBRANE PER ARCH NOT TO EXCEED GU CONNECTION: 40. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC. 3"T(3TAL DEPTH J L 4x4x114x0'-51/2 W/(4)- STRUCTURAL STEEL: 3/4"D T.B.'s (2 EA LEG} 1 3/4 x 11 4/LVL @ 16" P F3 � � E C T : �1�3�4 - 2. FOR BARS#8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES IN W 10 x 22 S-. ��PE D R A W N B Y : TFA CONCRETE. LAP BARS 42 DIAMETERS AT SPLICES IN MASONRY. DO NOT WELD 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE W ACCORDANCE WITH THE MOST CURRENT PIJBLiCATIONS OF EITHER AISGLRFD, SLOPE , � ' � " � '-' ` ''' ''�'"'-' ' � ''` '' - PL OR USE MECHANICAL SPLICING DEVICES UNLESS APPROVED BY ENGINEER. 3/4"T&G PLYWD. � � .�.::��� • �--� �- •� � - �� '� ��'�� �" � REVIEWED BY : .J AISC 335 OR AISC-HS5. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. 1 3. HORIZONTA�BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS . . - ~..' •�=- :° ".--.. '�.- .,' : :.`:.:=''� . . . . . . . . D A T E : �.24.04 AT CORNERS. PROVIDE(2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND 2. STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES SHALL BE ASTM A50a GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM O ., . � ' •' O : �' A : ' � �3 R E V I S I O N S : EDGE OF ALL OPENINGS OR STEPS. : : A501. (1}-1/2"�3 x 4"LAGS @ 24° 0 '.OTYP. 4. EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. (STAGGERED EA. SIDE OF WEB} � � � � � C.D.'S 5.1 9.0 4 COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER. 3. A L L B O L T S U S E D I N S T E E L F R A M I N G S H A L L C C}N F O R M T O A S T M1 Q R E V I S E D 7.22.04 SPECIFICATION A325. ANCHOR BOLTS AND BOLTS USED IN TIMBER 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC.A-185. LAP WELDED CONNECTIC?NS MAY BE ASTM A307. RIPPED 2x12's @ 16° (2}-1 3/4 x 11 1/4 LVL a2 REVISED 9 13.04 (CONNECTORS NOT SHOWN (2)-1/2"QS x 4"LAGS WIRE FABRIC A MINIMUM OF 11N0 FULL MESH GRIDS. 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BYTHE BUILDING FOR CLARITY,REF. PLAN) 2"RETURNS INTQ TIMBER ,: 3/16�� INSPECTOf�. SHIM AS REQ'D.T�RECEIVE ' �� �� CEILING FINISH PER ARCH. PACK OUT WEB SOLID AND � 5. EXPANSION BOLTS SHALL BE WEDGE TYPE POWER OR APPROVED G EN ERAL EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTED CONNECT W/2 ROWS 1/2"�t3 T.B.'s OTHERWISE TIMBER BM. PER PLAN,TYP. @ 16",TYP. NC�TES 6. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER.' 7. DELAY PAINTING WITHIN 3"OF FIELD WELDS UNTIL WELDS ARE COMPLETED. 1 SCALE:3/4" = 1'-0 S1 . 8. STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE W CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE �} ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL , ANCHORS. L 5x31/2x5/16(LL� FC)R DUMB- STONE VENEER PER ARCH. WAITER�PENING IN SLAB (ALL 4 SIDES OF OPENING 5"CONC. SLAB OVER 1"x - - 20 GA. FORM DECI<REINF. - CONT. L 5x31/2x5/16(LLV} WITH #3's @ 12"EA.WAY WELDED TO STL. BM. STONE VENEER PER ARCH. , _ 109'-4 �_ .:� _- ---_c,�._ .._._ _._ _._..- --� �--�� � - r _ . " ' TO SLAB I � ,. `' �-- �:e �'°'- -- - a � - " ,._� ;;_. EXSTG. MAS'RY . — 3/16�� 2��@ 12" TYP. @ CONT. L 51 CONC. SLAB C1VER 1"x TS COL PER PLAN I WALL .-';::-°� :- �--' --- --- -- -- -- --- - -- --- --- --- --- -- � --��D, , 20 GA. FORM DECK REINF. , I TYP.@ CONT. L � � � .�-'�' ,. , 108-11 BASE R: 1/2x31/2x0-6 I 3/16" 2"@ 12° #5 DWLS.x 2'-6 EPDXIED 6"IN -•'f�'-r��J''"" •''� ti \ 3/16�� 2��@ 12�� TO STL. WITH #3's @ 12"EA.WAY GROUTED CELL IN EXSTG. �''�,�,i;:'-'.,' � �� � L 5x3 1/2x5/16(LLVj '.'`'�'�'. ' . 10 , MAS'RY WALL @ 16"VERT. ' `'` "' ' '�� `�. 9-4 :•.-r.-;�: �'- r. �•.� TO SLAB ° �Q . � . �� � . _ .� PACK OUT WEB SOLID& � SPACING „rr,.=;' ..r J',.:! `•,. ,, , SEE ilS5 FOR REMAiNDER 108-11 ,_. �— � . -•.�—:—.� .— :_.__ —a � . CONNECT W/(4)-1/2�T.B.s — — — � ��.a.` ..-. r�__ �t- o er r� -- ___ ` `�— � � � � OF STRUCT. INFO. TO STL. 108'-8 3/4 . W 12x26 - - - ;, '�-' � i �--; � - - - �t c� � c� T.O. PLYWD. � � ' i � �`°� '�"" t�- ra - - - - - 9 SCALE:3/4" = 1'-0 � - - - ` � ! �- � oo � � Q � i EXfEND EXSTG. CONC. I � � C� � F TYP. I I ` FTG.TO 2'-0 FROM FACE ; 3 °° U cr� c� S2 i i TS PER PIAN � t7 �t d- � � OF EXSTG. MAS RY WALL . , o z c� t� BASE R: 1/2x3 1/2x0'-8 W/(2)- W 12x26 � j VERIFY EXSTG. FTG. & � ! ta� Q n. r�. I I 1/2"Q)x 6"EXP.ANCH.ON 1"MIN. � � � NEW JOSTS PER PLAN I � q ; +� � � � ` 102'-91/4 SHIM&NON-SHRINK GROUT CAP f�?: 1/2xBM. FLANGEx 1/4"FITTED WEB STIFFENERS � CONTACT ENG. 2'-0" I � � y� � �� � I I EA. SIDE OF WEB @ BRG.,TYP. i , o- TOW&TO SLAB e'. . . . 0-8 W/(4)-1/2 0 T.B.s � I W 12x26 ! � rn �.�. :°� . • � "° (6 LOCATIONS� � j ! i '�° ' I I TS COL PER PLAN L 4x4x1/4x0'-51/2 W/(4)- � � S4 ; . • � 3/4 Q1 T.B.s (2 EA LEG) � � ( ' .� 1 I � , - : g SCALE:3/4" = 1'-0 S2 d � • - REF. 6/S5 FOR REINF. S2 �. ' a � � ( � 3/4"T&G PLYWD. � SAW-CUT AND REMOVE f � I � C EXSTG.SLAB FOR NEW � � � _ 2x6 E?CrERIOR WALL : � 8 SCALE:3/4" = 1'-0 NEW 2x10 CANT. 100'-3 � , CONC. FOOTINGS � � � S2 DECK JOISTS @ 16° 2x DECKING TO EXSTG.SLAB } ! � t� ; l � � — — — — — — — — — — — 108'-91/2 � ' � � .,� _ 108-8 3/4 — — — — — — — — — — — q ' 4Z� 4zn TO PLYWD. _'� i= .� T.O. DECKING � i Q � � � IVI II(I�II � � � � (��. j : � � , , - � `� I�I IIII�I� CONTACT ENG. IF } � ; , ,, . � " ; I � 2 UNDERPINNING UF � � • _, 1 { � � � . . } � �� �, - EXSTG. FfG. IS REQ'D, a �� �, - CONT. 2x10 RIM � � i ; � � � EXSTG. {2)-1 3/4 x 91/4 LVL ' i � { � ____:. —.. _�. .�_..� �..! `__ = BM.W/(3)-1/4x9 FLITCH F�(VIF} 2x10 BLKG. PANELS BTWN. __--- .._____ _..�. ---- ---- -- � i i , ' tz► � JOISTS @ BRG. C�-� � - �� - -F ` � " � , ., ,�� g" ,�� EXSTG. 2x10 J01STS ____ _-__- ----- --�-- ---� - --- -.__._ ._._-- ----� ------ ----- .__.--- � E � : . � , ( 14 �� �� 1� C 1 I ��p 4� 1a�� f � �N " . , , r,� --8x16 DF#1 g ����� o-�� 2�_54�� 13'-32��+ , � 1 � � �� � KNIFE Rs: 1/4x4 1/4x1'-01/2 � ( � _ 2 SCALE:3/4" = 1'-0 � t s.� � `'' W/(3)-3/4"�6 T.B.'s �� ( - � S2 . . . �� . . . . �T � �, T . . . . . ' . . . . . . . .. . .. . . . � DIVIDER f�: 1/2x71/2x1'-3 1/2 (� � q i I I I , N NOTCHED OVER BRG.R 11 ; � r� ,�� 10 1/4"CURVED S.I.P.W/ 14 5"� 1a (FINISH EDGES PER ARCH.) I I 14"R-PANEL SCREWS I S5 I 7z' BRG. R; 1/2x5x0'-9 I I � RECESSED 1!2"INTO BM. � � @ 24 ; I � � _ I TS COL. PER PLAN I I A � ' I � � W � � � ( � � _ '-2 '-2° ! ; N � � 14 R PANEL SCREWS ' + � � � @ 24�� _ I I I I � ! i °,-�° � � REF.ARCH FOR I � � FURRING AND BEVELED BM PER PLAN � o � j � :bN . , , � SCALE:3/4" = 1'-0 TOW=VERIFY i � , N S2 PARTY-WALL POST PER PLAN , CONSTRUCTION TOF = 98'-4 � —g- —o — –p i ; ( _ 101/4"CURVED S.I.P. -- � { ' � � 100'-3 � ; � 2x4 STUDS @ 12"W/1/2° B � TO NEW SLAB CONTACT ENG. IF o ( � � O 14"RnPANEL SCREWS PLYWD:OR OSB SHEATHING UNDERPINNWG 0 � ; I � Q ~ @ 24 I TOW= 100-3 T O F = 9 6'-8 E X S T G. F f G.I S R E Q D. ' � : 1 � � ,� 5 TOW = 99'-7 T�W = 102'-91/4 TOW= 102'-91/4 TOW = 107'-101/ y � 'r. ' ' I 1/2"0 x 10"A.B.'s W VERIFY FTG. � � TOF = 99'-5 T�F = 99'-5 ` ' w �y- CONT.TRTD.2x4 R .: . ' TOW TOW = 100'-0 STEP S5 TOF = 96-8 TOF = 96-8 � ; i ( �,^ �-L- � v� Q NOTCH TO BM.TO RECEIVE @ 48° .: �� TOF = 96'-8 ! i ( CEILING FINISH PER ARCH. . ❑ : d ' � � _ , FTG. � � Q .4�� �4��� nr ---- --- ' . TEP 102'-91/4 � -' -- --- --- — �LAB � � � BEVELED BM. PER PLAN = — � � ' . NEW CONT. (2}-2x12 LEDGER - -- -- 2 Q° ° 4 8 @ P METER �10�� — ' :- W/(2) ROWS b/8"D x 8"EXP. S5 S2 #5 DWLS.x 2'-0 EPDXIED 6"IN � .. 6 SCALE:3/4" = 1'-0 • Q . ANCH s@ 16' I F.D. 6 F.D EXSTG. MAS'RY ALL c�a 16° � � S2 ..-a , 100'-0 � 3�_6��� 3'-4° �,� VERT.SPACING O — ° TO SLAB I W � � 11 - 126'-6 @ PERIMETER ' VE {�Y,TYP. �, 2x6 STUDS @ 16" � TO PLYWD. T4 F.D. 2x12 @ 16 R�OF FRAMWG , � BY OTHERS ' D TYP. 4 CONT.2x12 RIM 3/4"T&G PLYWD. . d.. � ; 1 (2)-2x12 , 5-52 � • � � 126'-11 1/4 . i T = 107' FTG. p TO PLYWD. •�� `a i 3/4 X 11 7/8 LVL @ 16�� a TO = 9 '8 STEP � ` I � W - - - - - . d. . i O � - - - - - i � F.d � . ^ - - II� �� — �TYP. .d. �� 2x10 x 16° SEE PLAN I � TOW = 102'-91/4 102'-9 1/4 : - TO PLYWD. ! a FT . TOF = 99'-5 SLAB � — - - — °'d- �a' �B TYP. i O S P @ P ETER �" 2x12 LEDGER W/(4)-10d � � _ NAILS&(1)-1/2°f�x 6" Q '�. ,- I LAG @ 16° . i � ' � f n � V J BUILD-UP AS REQU'D . � � � FLOOFi FRAMING C � 102'-9 1/4 TOW= 107'-5 3/4 - BY OTHER S . �d ` NEW CONT.2x10 LEDGER � � TO SLAB TC3F = 99'-5 6 NEW 4"CONCRETE SLAB ON 4"GRAVEL 8x14 DF#1 CONT. BM. � 8x14 bF#1 BEYOND 4�� 4° W!5/8"f�x 5"EXP.ANCH's j ! @ PERIMETER @ 16"(STAGGERED} S5 BASE ON UNDISTURBED GRADE OR � � COMPACTED STRUCTURAL FILL PER SOILS 5 SCALE:3 4" = 1'-0 . � a � , ENGINEER. PROVIDE 1"DEEP SAWN�R S2 2'-24�� 2���� 6'-1�' 14'-118�� 2 0 + ,_ „ � _ � — '- ° TOOLED CONTROL J�INTS AT 12 0 a a' MAXIMUM SPACING EACH WAY. ; . 4'-3z�� 21'-08° REWFORCE SLAB WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC. P R O � E G T; O10304 ��a � #5�s @ 16„EA.waY D R A W N B Y : TFA REF.ARCH. FOR CURB HT. , STONE OVER MORTAR BED e , 1/2"EXP. MATERIAL ISC�Lf�TED SPREAD FOOTI NG S�HEQULE REVIEWED BY : �PL DATE . 3.24.04 117_g OVER W,P. MEMBRANE PER #5 DWLS.x �4 . . . 4"coNC s�B PER P�,N LABEL DIMENSIONS REIILJFURCING , NEW(3}-1 3/4 x 91/4 LVL TO PLYWD. ARCH. @ 16 '' : . 6�� . a REVISIONS . EXSTG. 2x10 JOISTS 3/4"T&G PLYWD. SLppE r„_ 4 - � � - '. � TO SLAB A 2�-0 X 2�-� X 1�-� �3�-�1-`�J�S X 1'-6 EA. WAY C.�.'S 5.19.�4 �,117'-3 ' - - - - , .: . ...:..... ... . : ....: .... = - - - - - . . ....- ;•� '._ : .•. �... :..,•...•::•. .�•.. :.. 7� 1 �� � � �� � �� - B 3' 0 x 3'-0 x 1' 0 4) #5's x 2' 6 EA WAY a TO EXSTG.PLYWD. - __ - 11 - 1/2 � � i � � a REV�SE� 7.22.04 _ C 4_0 x 4_0 x 1 _0 (5)_#5 S x 3-6 EA. WAY 2 REVISED 9.13.04 IuI . .._ . . TO PLYWD. {2}-#5's CONT. . °' pp�. pnp. �,� ToP&BoT. �a ° D 6' 6 x 6' 6 x 1' 0 7) #5's x 6'-Q EA. WAY � ��� • #5's x 2'-6 TRANSV. @ 16�� . . � . . . u . . . . . . . � . . . - - _ d . � � . . . � . . � . � . � . � � . . . .� .� �.. — — �3)-#5's CONT. LONGIT. 1 3/4 x 91/4 LVL @ 16" (2)-1 3/4 x 7 3/4 LVL ( II , � , 98'-4 � R�PPEOTO73,4��@ . . d. a a .. 4 . a F�U N DATIC�N PLAN �� _ , � OUTSIDE(NORTH)WALL 2x6 EXTERIOR WALL , .. a . . Q. °.. : TOF o SCALE: 1/4 - 1 -U F�U N DATI�N � � PLAN DETAIL (BEYOND) � : � : � o . - �° Q ._ . . . . PLAN NOTES: CX S � ' � � � ' � ' 1. CONTINUOUS FO�TINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE � 1�_2° g° 1�_2�� 2. CONCRETE WA�LS ARE 8"THICK UNLESS NOTED OTHERWISE 3. CONCRETE FOOTINGS ARE 8"THICK AND 1'-4 WIDE UNLESS NOTED OTHERWISE 3'-0° 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIFiED TO FIND AbEQUATE SOIL BEARINU 4 SCALE:3/4"= 1'-0 1 SCALE:3/4" = 1'-0 5. STEPS IN TOP C?F FOUNDATION WALL ARE INI�ICATED:� S2 S2 6. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Si � 7. NEW CONSTRUCTION INDICATED ( j, EXISTING CONSTRUCTION INDICATED(--- --), 8. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH CONTRACTOR 4 _ 2 S2 _ - CONT. 2x1d RIM 4 CANT.2x10 JOISTS � 117'-1 1/2 � S2 J 108' 1/2 TO PLYWD. �'G `'�"6' TO ECKI G (2)-1 3/4 x 7 3/4 LVL � — — — — — — — — — —� � ��.�— �� — — —� �— �'�� '�` C� G7 !`^.- � — � — — — � r— — '' \ „rl� � I ( �.� � � � 1�. .` !_ %I � C� ,'- � ( \ #5 DWLS.x 2'-6 EPDXIED 6"W ,. �;".��`` — � 2x10 16" I I � \ � t�" e� #5 DWLS.x 2'-6 EPDXIED 6"IN �� ,.F ' ' — \\ GROUTED CELL lN EXSTG. ---�1 .'f' � x '� � GROUTED CELL IN EXSTG. � f I I � �- � '=• I `\ � CC� d- d- � I I \ MAS'RY WALL @ 16"VERT. ` """ MAS'RY WALL @ 16"VERT. _ �' — — — —� ( I �\\ SPACING �f,� — — — —�� � � ( ( ( \ � � � ts� � SPACING '.- (2 1 3/4 X 91 LVL @ 16 RIPP D �"'"' � � � . .. a-s` I I f� �� - - - - �s � , � o r.., rti. — — �,� — — — — — 7 3/4 MIN. DEP H �-�'� �B P• I ( , 1— — — — — � c� sa� - - - - - - - �— � — -� � ,,� � � 4 � � - - - - - - - - — — — — — �[I�EX���. L�[L-BN�,-W/F1�I�H-F-� — � - - - - � � - - — — — — �0 17'-3 � �B TYP. ,x . L�B IYP. �o � � O P D. � ` — — — �O �� — — — � — — — , VERIFY EXSTG. I � — — — �� ,i \ � I � `1� � � CONNECTION& � :� 0; � ! — —. ^ — �� — — — — — i CONTACT ENG. o � � ` 108'-8 3/4 ; � — — — — Q — -- (3)-1 3i4 x 9 1/4 LVL I � /G\ ��il TO PLYWD. t� � � p� ! � — ��� — — — — — — i � � i� — �— — — —`D�1 i ¢ — — — — — /' `1 Y - Q �� — — — � , � — — — — — — — '.�-- — — — — — — — ! � � �1- i � � EXSTG. BRG.WALL---•_�� �-,o ( � (O 'O � � �� � � — — — — — — � 1 @�—1 @j — — — — -.�— — — — — — — —#-2- ' � � S2 m 6' S5 � VERIFY THAT CELLS ARE FULLY S2 `� � - - � � �-- - - - - - - S5 i .� � Q � — — — — — — � ; GROUTED @ 32"T�BOT. OF - z —""i � �p� � .�` - z z w ;�k- ' EXSTG.JOISTS THIS�EVEL W! — —� — — — — ' -- -- — — — � � '� — — — — — —� ! WEEP HOLES . � �i � —` - � c - . Q 117'-3 X , w — — VERIFY EXSTG. — — — — — — � . . R , � '� � 'C� � � Q � ��B TYP. TO PLYWD. ! �o W HDR. TYP. O w � r — — — — — — — ( x �� � � � w '' _ — — — — — — — — — _ — — � . -- � � � — — — — — — — � N- -�- - - - - � C - - - � � . . . . . . . . . . � . . � . �. . x Cp � . � � � . � . . . . � � � . � � . . � . � � � � � � � � . . � � �- .- - - - .- - - - - - - �� i � . � . � � . .� � . � . � W U � „ � � - - - - - - ,� i W - - — - -- - - - -`, � , w U o W o � � � � ,..�� —� , � J � c� r' _ � — I 5, � �' � J �� � "'J, `�J � N + 3 r�, � N `�"�, `�"�, �� �� `�.�, �.�, � ; , � r — — — — — — — — ` 3 i w NEW 2x10 ! � � Z W 8x58 (117'-1 3/4) r6 i ����r.�i ' �i�i. ��i!1 �:.� �; ���i%� 93 -1 3/4 x ��. i;L, �ri/ �i .�.� y.i ��: ! . � ' � r � 18 � x10 16° B . � S5 � � i 11 '-3 � a� 1 3/4 91/ LVL @ L C NT. T PL D. 8x18(11 '-1 3/ ) O� P. I � 16"C NT. SP N 1 3/4 9 1/ LVL 16" t � `Y' — � � r UND R ST NE _ � : ��`�� ' 2 i �J�-� N �,� ' . W I ss , 2 ; �-�,J 10 ���o ,� I �` 109'- � � ( � �..� S5 ( ��+g+ �+g+ i �.`ti W 1 x26 F P. TO S AB 1 8-8 /4 1 I 12 f {108-11) ' � , � - x - PL D. '� � r ' c� z z ,��` � i . TS 6x3x3/16 � ' + v U �+ � � ,�R 1 �''s+ �� �1 � ``� � � i 5" ONC. SLA (�VE 1"x 0 ( i �, i � GA. FOR DE K(V LCR � {2}-1 3/4 x T � -�-+ � I � �- , � 1.0 20 0 EQ IV.} EINF. � ; 11 1 4 LVL '�3x y � � °° Q WI H #3� @� ��EA.WAY . � , � ; L A . O ' L (2)-2x10 �'�, � N �},�� 6 - � ( `�" � � � � P• ��' X h+ 1 � �1 S 6x x3/1 L 4x4x1/4 i '+ r �- 3l' � c�..�, W Q ` DBL. 1 3/4 x 11 1/4 LVL @ 16° ( � � (2) �c10 � } � � , ' t ' UNDER FILING CABINET ( 1 3/ x 11 1/4 2x10 @ 16"(BOOKSHELF FLOOR} i 8 6 2x10 @ 16' ! rW� � � L L 16 � S5 2'�' i v, � � \ � � � L 4x4x1/4 � ` L�1 1 i � � i r k3 X x i 2x10 16' S � � � � 120-4 1/4 � ^ T(3 PLYWD. I " ' d' � � L� � ��� c�, , . . � ATC EXS G. � T 1 TS 6x3x3/16 I �1 J 5 O �3 O PL D. � a � � N � 3 � � � � �� } I ( }-1 3 r � f /�'� � TS 3 1/ x 3 /2 x 1 4 o GONT. (2)-�10 RIM 1/4 L ; `' '�� a C� � (D OPP D) � CO T.� (2)- 10 ED� R W/�2)-3/ "!7J T RU- LTS @ 16' � � Q F P. +g• - \ c�1- --- -- -- -- F 108'- 1/4 � /� `�,1 .__ ._.� � _ ,��s TYP. W 12 26 T4 P YWD i ' 5x5 /16 DGE NG S (108' 11) j ; CANT. LVL FLOOR JOISTS � i RO ND 0 ENI G I LAB �O � `1 CONT.2x12 RIM ! I � � � ' W x31 ( 08'-41/4) AN � , �. . . . .. . . .. � . . . . .. . . � . . � . . . . . i : . . . J L J L � . . . . . . . . . . � . �. : � r � r � r � PPER FLOC�R FRAMING PLAN � � 92, 4�� �J F P. FnP. U �C SCALE: 1/4" = 1'-0 n I ; � � V ; � 1 3/ x 9 1 4 LVL @ 1 ' PIAN NOTES: .�.� 1. NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED° � � _ 2. FL04R SHEATHING IS 3/4"T&G APA RATED STURDIFLOOR, EXP. 1, SPAN RATING 24"O.C. � � � 3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##) i ' � l' _ � � O � .� 4. NEW POSTS CONTINUOUS BELOW ARE INDICATED:� NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATEQ:❑ j ���.1 I 5. NEW INTERIOR STUD BEARING WALLS ARE INDICATED:� EXISTING BEARWG WALLS ARE INDICATED:i?ii yi� i � � � 6. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Si I ; � 7. NEW CONSTRUCTION INDICATED ( ), EXISTING CONSTRUCTION INDICATED(- -). � � 8. DO NOT SCALE DRAWINGS.8 ' i � i ( — - � i i � - - J L — — — PROJECT : 010304 ! i CONT. 1 3/4 x 91/4 LVL RIM FOTYP. i � �os'-s D R A W N B Y : TFA '--! 6 To p�wv�. REVIEWED BY : JPL S5 D A T E : 3.24.04 REVISIONS : MAI �I FL�QR FRAM I NG PLAN �.o.�s �.1�.�4 SCALE: 1/4" = 1'-0 R ' 1a REVISED 7.22.04 PV1N NOTES: I V Q REVISEb 9.13.04 1. NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED° 2. FLOOR SHEATHING IS 3/4"T&G APA RATED STURDIFLO(�R, EXP. 1, SPAN RATING 24"(3.C. 3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##) _ 4. NEW POSTS CONTINU(�US BEL�W ARE INDICATED:� NEW POSTS FROM ABOVE NOT C�NTINUOUS BELOW ARE�NDICATED: ❑ MAI I V CX U P I!E R 5. NEW INTERIOR STUD BEARING WALLS ARE INDICATED:������ EXISTING BEARING WALLS ARE INDICATED: �i�!i°,� ° 6. Q INDICATES CONNECTION TYPE REFERENCE SCHEDULE SHEET S1 F��QR 7. NEW CONSTRUCTION INDICATED ( ), EXISTING CONSTRUCTION INDICATED(- —). 8. D�NOT SCALE DRAWINGS. F RAM I N G P L/1N 14"R-PANEL SCREWS @ 24 � o r� t�-. 6x12 DF#1 (VERIFY d�- � � c� - REVEAL W/ARCH.) � 't"-' t�- r'� _ � � ' • c3a c� m � � � o z ca c; aw; Q �- r�- ' Q � � 14"R-PANEL SCREWS ���_�s . � � ; @ 24" SHEAR WALL W/2x6 STUDS @ 12"& � BLKG. PANELS @ MID HT.SHEATHED �7)?,ks CRICKET OVERFRAMING BOTH SIDES W/5/8"PLYWD.W/10d (1)-�s / NAILS @ 21/2"SPACING,TYP. INDICATES SHEAR WALL W/2x6 Q CURVED S.I.P.'s STUDS Cc� 12"&BLKG. PANELS /'Q @ 24"SHEATHED BOTH SIDES , � 2x12 BLKG. PANELS�TYP. Jc' W/5/8"PLYWD.W/10d NAILS @ � �"srC?A "J� 2 112"SPACING � �'`� !_ 6. � 2 - �- r-- - - - - �� � ) 2x6 . - - - - — = ---- - - - — — , - - - �� 6 x 12 DF#1 1%�'�'�\�F. INDICATES EDG — — — — - — (3J ; I— — � � `'+ �' o�j` 5� OF NEW ROOF (1)-1 3/4 x 11 7/8 LVL UNDER � �k6 � � �C ,����P' ?�/, EXfERIOR WALL(AgOVEj � � i � N 6x12 DF#1 •.0 1 g• �-�, I 126'-6 � ' ...... -�- ' '� 3x12DF#1W/ 2-1/2"�x7° 6x14DF#1 � T — - - - - - - -- '- - , TD PLYWD. � J 6 x 14 DF#1 I NEW CONT. (2)-2x12 LEDGER W/ x ( � � 2 (2} ROWS 5/8!1�x 8 EXP.ANCH s � o ( � „ . � c7 LAGS @ 24"(COUNTERSINK 1"MAX} �� �� , 3/4"T&G PLYWD. ��J �, @ 16° � `'' '-' � � I , � _ �Ja CRIPPLE WALL IS 2x4 ���� `��, ( OD TYP. r �,;� �'�- ' � �I � i � 1 3/4 x 71/4 LVL @ 16° +Q STUDS @ 12"W/1/2° �j- �y �` CONT.2x6 �'`'�- 1 ' ' � � 2x6 STUDS @ 16° VERIFY CA PLYWD. OR OSB '�'��",s/ STUDS @ 16° �'y I S2 �1 i � � � t� ° TOPLYWD. SHEATHING ��,,c� r'-I-�, L j � ( . , � 6 x 14 DF#1 ��` 6 x 14 DF#1 � I 126'-11 1/4 � �3) 1 3/4 11 8 LV YP. �0 ��' ' W 1 TO PLYWD. , � , . , u.� � , 1 � c� sr � S2 �� S4 � c�.� � � , . ' ; �. ,z � , , �J� �LJj��+sT �`r`�y �� P� L B �P O�, . °? ��o i � EXSTG. MAS'RY WALL W/NEW#5's , + CURVED 101/4 S.I. .s OVER ,. � i i VERT. IN NEWLY FULLY GROUTED � 3 SCALE:3/4° = 1'-0 �� �S' �+ `�+� � L 2)- 4 x 1!4 L 0 �, �� , •,o S r BEVELED WD. BM,s PER PLAN � � ( I CELLS @ 32. VERIFY FULLY � S4 E9 j��.,, c'�.�, 2x12 LEDGER W/(4j-10d NAILS j NP. ' GROUTED W/WEEP HOLES BELOW , "s�� y I (1)-1/2"�x 6"LAG @ 16° � � � . � _ 6 x 14 DF#1 �` 6 x 14 DF#1 � _ 126-8 i � MAIN FLOOR DIAPHRAGM @ 2x8�EDGER W/(4)-10d � _ � � TO PLYWD. � � KITCHEN. MECH. LOFT IS 1 /4 I 2 2 16' NAILS @ 12"(EA.2x4 x 7 1I4 LVL @ 1 ° 6 1 x � � tZS� I � STUD) �'� 2 S4 8 x 16 DF#1 � �- ° -� ( �-6, 1 � , NEW 2x4 STUD BRG.WALL �,4- ,���L S (DROPPED} cr, �-- �, ��t, r pcn S 1 � � � ,, �J�� nP. � ����+�5� �� N rs � 4 1/2 EXP.MATL. + � co ����' J I � EXSTG. MAS'RY WALL �',0 6x12 DF#1 (LOVin � � 2 J � ``�,1 5• `'-�, REF.ARCH. � . y'- I I W 6x12 DF#1 (HIGH) �-' I TO PLYWD. � � 8 x 6 D #1 ROP ED � � SAW-CUT, REMOVE&REPLACE EXSTG. �,�' 6 x 12 DF#1 CONC.SLAB FOR NEW CONC.FfG. �1 16" — — —— — — � —— — — � � ' � STE � 126'- 1 1 � 7 T — j BEVELED 3x12 LEDGER W/(2)- 16 PL D. � TO YW . ( S2 - � � I ��3,�6 r 1 � n #5 DWLS.x g�� 1'-10 j � �+'-6, 55 � (2)- 12 � � �2) 2x12 STE � 3,�2yc3 � �v j PL D. 8 x 14 DF 1 �`� EPDXIED IN 3/4"k3 VERIFY EXSTG. FTG. & �� 3 C'? INDICATES SHEAR WALL W/�c6 I ( Og-�yP. '– � � � x 6"HOLES @ 16" CONTACT ENGINEER J� S4 STUDS @ 12°&BLKG, PANELS � � � X � � +�C� �J @ MID HT. SHEATHED BOTH �G\ I I ��%� Io.. W LQI IYP. � ' ' � ` - — . � o . a- d e . . . _ -.o �-� SIDES W/5/8"PLYWD.W/l Od 2 � � p r I � W V a d Q � �– • 6 x 12 DF#1 N A I L S @ 2 1/2"S P A C I N G I ( � � � �+� � �� 2 -1 3 4 x 11 1 4 LVL ,�6 _ .. . : . . .. — ( � ' . � . � a � � � 3��31 - a _ a v ' .. . _ I I � .�2jC � � o a ° . ��o W 10 x 2(FL SH} ,� 6 B L P. � 3 � _, d- . ,' ' • , . ° . . .a : � . ,.. '_ .o - d� - a �- �, I I 8 x 14 D #1 RQP E i i ( � • : : - :. . . � n � (1}-#5 CONT.tONGIT. 6 /� � T x3/1 i = �,.� W � � , ,, ��� � � �� � � o 2-0 �,,� �-Q g+"' 2x12 16"RIPP D T 8 1/4 MIN. DEP H � ' �6 , I . � �312X3��31 2 SCALE:3/4" = 1'-0 6 x 12 DF#1 I � (2 -1 3/4 x 11 1/4 LVL ,� . � � � � $ 14 D #1 ROP ED � � O � S4 — .' B . '° SS X3x 16 z � 14 ' I � = c.� 1 �` , I g5 t– � S5 � i e... - - - - - `� I I 2x12 @ 16 RIPP D T ( TS 6x x3/1 s� I o i � --� W.P. PER ARCH. �I , .� � I I 9 1/ @ E ERI R W LL z i 3'�6 8 ( F,�' ( � ` � 'Zx3�� I ' ' � _ S5 w ( � 8 14 D #1 RC?P ED > I� 3� W ' � 101/4"CURVED S.I.P.W/ — I I ( O k 16 L d- � � � 14"R-PANEL SCREWS T - - - — , � 3 3x3x � j ( @ 24° I � I 5 � � ; � I TS 6x x3/1 1 6'-5 °' � ( � � <g�� _ I I EXSTG.STRUCTURE OF I PL D. ' i � 316 ADJACENT UNIT I I (7)_ s C NT. 6�c6x 16 N �2x3�2x W I I B L P. O-1 3/ x 11 7/8 L L '��3 _ p � � 3) 2x10 _ � Q � I ' � (DR PPE ) � � . � � � . . . . .. � - r —" . . ( . �. . � . � . � � . . � � . . . � � . � . � � � � . . � . � � . � `` . I . . . � . � . . �. �� . � . . � BEVELED BM. PER PLAN—�',�--*' ( I - - -- 1 .�,s I �� (3)-2�t10 r. I � 3/16° L- — — - — — � `1 � — — — — — — — — _ I - BRG. SADDLE I I ( ( CANT. RAFTER TAILS FOR SOLAR � SIDE f�s: 1/4 x 31/2 x 0'-10 W/(2}-1/2°fd T.B.'s I I I ( I SHADE ONLY. RAFTER TAILS BRG. Q: 1/2 x 31/2 x 0'-5 5/8 NOT DESIGNED TU SUPPORT y ( FULL SNOW LOAD TS 3 1/2 x 3 1/2 x 3/16 I I I I I I I ( PI�OVIDE FIRE-RATED FURRING ( � WALL AS REQ'D. I I I I , P R 0 J E C T : 010304 _ � i UPPER RC�QF FRAMI �I� PLAI� SCALE: 1/4° = 1�_o LC�W RC�C� F/RC�QF DE�K FRAMIN � PLA�I SCALE: 1/4° = 1'-0 DRAWN BY . TFA . - I N � REVIEWED BY : JPL . . PLAN NOTES: PLAN NOTES: D A T E : 3.24.04 � 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: � 1. BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED° • - I 2. NE W I NTER I O R S T U D B E A R I N G W A L L S A R E I N D I C A T E D: �'� 2. FLOOR AND DECK SHEATHING IS 3/4"T&G APA RATED STURDIFL�OR, EXP. 1,SPAN RATING 24"O.C. R E V ( S I O N S : 3. d0 N(3T SCALE DRAWINGS 3. NEW PUSTS C(?NTINUOUS BELOW ARE INDICATED:� NEW POSTS FROM ABOVE NUT CONTINUOUS BELOW ARE INDICATED:❑ C.D.'S ' S.19.O4 � � I 4. NEW INTERIOR STUD BEARING WALLS ARE INDICATED: � 5. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Si 1Q REVISED 7.22.04 ( 6. NEW CONSTRUCTION INDICATED( ), EXISTING CONSTRUCTION INDICATED(— —). 2 REVI ED .1 . 4 7. DC3 NOT SCALE DRAWINGS. � S g 3 O I _ a EXSTG. MAS'RY WALL W/NEW#5's VERT. IN NEWLY FULLY GROUTED CELLS @ 32". VERIFY - °- FULLY GROUTED W/WEEP HOLES BELOW MAIN - I FLOOR DIAPHRAGM @ KITCHEN. � ROUF FRAM I1 V� ; � I PLANS 1 SCALE:3/4" = 1'-0 S4 2x4 STUDS @ 16" STONE VENEER PER ARCH. CONT. L 5x5x5/16 STONE OVER MORTAR BED OVER W.P. 2x6 EXTERIOR WALL STONE SUPPORT MEMBRANE PER ARCH NOT TO EXCEED STONE OVER MORTAR BED OVER W.P. 3/4"T&G PLYWD. , - 3"TOTAL DEPTH 108'-71/4 � MEMBRANE PER ARCH NOT TO EXCEED CONT. 1 3/4 x 91/4 LVL RIM 3/16�� 2��@ 12" 3/4"T&G PLYWD. 3/4"T&G PLYWD. TO PLYWD. 3"TOTAL DEPTH 108'-8 3/4 — — — — �.:. :. .. . .. . . . .. . TO PLYWD. . . ., . ._ ..�.: ._. ,�. . . . . . ., :... ..: . - . �. �: ...�..: �,.. .. . .: . . :.. �� . . . . :. . . . . _ ., . ' - - � -•� . . :.. ...,,-� :. . ,. ...>:.-�.� � �.. - � . --... _-. .. 2x12's @ 16"RIPPED .: . .•. ..,... ...,.•�:.� .., r .,� ,.: .... :.;-... �•: .:. .�..,.:......:� > . 108'-5 TS 6x3x3/16 .: .�. : : .-... , :: , . -.. ... .:, • 108-4 1/4 • • • ...... . , •, -. . ,•. . �: TO SLOPE �F TYP. TO STL. TO PLYWD. dTyP. SLOPE FRAMfNG 3/16" �, �"�._. 2x10 @ 16° OTYP. rs� c�l ca �*.. r 2x BLKG. PANELS BTWN. er c� +� [�. 107-5 3/4 �t- t� �– c�3 JOISTS @ BRG. W 8x31 c� �- CONNECTION: � C�NT. {2)-2x10 RIM .. .. TOW t°-� "� � � _ CONT. (2)-2x10�EDGER W/ 1/2"�t3 x 10"A.B.'s IN - q � +� KNIFE f'L 1l4x5x0'-11 1/2 W/ (2}-3/4°�THRU-BC�LTS @ 16° PACK OUT WEB SOLID AND � � (4 j-3/4"D T.B.'s I N W D. B M. _ �'" 1 3/4 x 9 1/4 L V L @ 1 6° C O N T.T R T D. 2 x 6 F� W.P. P E R A R C H. m C� �- �i- r CONNECT W/1/2"f2f T.B.'s (SLOPING) @ 48° . z c.� sn oa I I @ 16" IYP. {STAGGERED} _ . . . � o z c,� o . . ., _ . � _ �2)-#5's C(�NT. ' d c° t�:, � � � 3/16 5� T TOP&BQT. 4 � � TS COL. PER PLAN a °" `� 8x14 DF#1 a I 2x6 STUDS @ 16" . a 4�� •4�� 16 SCALE:3/4" = 1'-0 S5 ° . . . ' : � �CONNECTION: � L 4x4x1/4x0'-8 1/2 W/(2)-3/4"!?1 x 5" . ; � -- EXP.ANCH's IN CONC.WALL& (3)-3/4"�T.B.'s IN WD. BM. 102'-9 1/4� ' #5's @ 16"EA.WAY 1/2"EXP. MATERIAL � � - ._� : °� e- 8��CONC.WALL T�SLAB ;,�. SEE PLAN '" ' . 1/2°�x 10"A.B.'s W @ PERIMET�vv� ' 4"CONC SLAB • � � � TO PLYWD. CONT.TRTD.2x6 R PER PLAN ' `a � = • @ 48° SLOPE SLAB SLOPE SLAB SLOPE SLAB SLOPE SLAB . , . �- o'S' _ .4 _ 0 102'-9 1/4 TO F.D. TO F.D. TO F.b. TO F.D. � . TOW , - ' � < . a - ' . : ` . - - .- . : . : - a, . a . _� . _ a . . c _ _ 4 ' . . a .• � ... • a • . . . d. �J d' . . . . . . . . . . . . . � . . � . . . .. 1n . . � . . . � . � � � . . � a . . ..o . _ , � ea .�.� '-ea • . . � , . , .. •• a • . $ .•Q'• . . . .. . . . . . � � �. � � . 1- BM. PER PLAN T 4 4�� . ° (2)-#5'S CONT. o �' E � TOP&BOT. � 4 . � 4„ -4„ F.D. F.D. ` � . 15 SCALE:3/4" = 1'-0 �� '. ; , g5 #5 CONT. HORIZ. MID-HT. •d � '� a • .; . Q . � STONE OVER MORTAR BED OVER W.P. 1/2"EXP. MATERIAL MEMBRANE PER ARCH NOT TO EXCEED 4��CONC SLAB � .° #5 DWLS.x I-c°_ ' ' � � 3"TOTAL DEPTH �� . � d . @ 24" � #5 DWLS.xI�_, �C///I 6�� 48" � 3/4"T&G PLYWD. 100'-3 @ 6�� ' �.' � ��-:;.. .. ., .- .�-..,;.. :. TO S�AB � • . .� . ' � � . � . � . . . � . . . . . .. . � � . . . . a .. � '• .' • . d . . . . . . . n�.. . . 2x12's @ 16"RIPPED EXSTG. MAS'RY WALL PERIMETER DRAIN PER � , TO 81/4°MIN.@ SOUTH - a GEQTECHNICAL ENG. � c,u a i• 99'-5 �' � EXTERIOR WALL �� . : . 99'-5 r . � TOF . TOF d , '. _ •' . � _ . ; _ 2x BLKG. PANELS BTWN. 2�� e. : � °D _. . -, JOISTS @ BRG. p a _ _ 4�� 8�� 4�� 4,, $„ 4„ SHIM AS REQ'D.TO RECEIVE ° o � CEILING FINISH PER ARCH. "�°' 1�_4° 1, 4 � 8x14 DF#1 6 � 3/16° S� SCALE:3/4" = 1'-0 � BRG.SADDLE WD. BM. PER PLAN 2x6 EXTERI�R WALL SIDE�'s: 1/4 x 31/2 x 0'-10 W/ 2-1/2"fd T.B.'s STONE VEENER PER ARCH. I TS 3x3x3/16 � F BRG. R:1/2 x 31/2 x 0'-7 5/8 f ) TS COL. PER PLAN � 2x BLOCKING IN FIRST CONT. L 5x5x5/16 �� � _ ��N ❑ (2)-1/2°D x 10"A.B.'s IN JOIST SPACE @ 24" � TS 3 1/2 x 3 1/2 x 3/16 �r' - �,�, CONT.TRTD.2x6 F� 2x6 STUD FURRING WALL 3/4"T&G PLYWD. I STQNE SUPPORT � 14 SCALE:3/4" = 1'-0 ' ' S5 3/16" i � ' 3/16" 6„ I 3/16�� 2��@ 12" ( STONE VENEER PER ARCH. � WD.P(�ST PER PLAN I �CONNECTION: 1/2"�x 10"A.B.'s IN � � � 1/4x5 1/2x0'-6 W/(2}-3/4"� ' CONT.TRTD.2x6 F� TS 6x3x3/16 - 1/2"PL11ND. RIPPED TO STL. BM. I T.B.'s IN BM. PER PLAN 100'-0 � W � Q _ 1/2 EXP. MATERIAL WIDTH&GLUED TO FLANGE n TOW� JOISTS PER PLAN � 3/16"� � � 4"CONC SLAB � W W 8x58 10 SCALE 3/4" = 1'-0 99'-11 3/4 ( EXSTG. MAS'RY WALL S5 100'-3 TO SLAB 16d DRNE-PINS � r/� � TO PLYWD. 14�� 4�� TO SLAB � . . . . : . ' •. ' . ° SLOPE TO F.D. G�° 16" � v.� Q �� •� u 5�� &TOW a� a ' •' . . . ' . ! : - Q . : . .- � . � 117'-1 3/4 Qg TYp. . • . � ' o • . ' � d W � TO STL. �� 1/4° . . n CONNECTION: - a ' • ° � ° `�' — K�NIFE R: 1/4x5x0'-11 1/2 W/ T ��4 .4 d 3 SCALE:3/4° = 1'-0 Q � � NEW 2x10's @ 16" �4}-3/4"f�T.B.'s . � S5 CAP : 1/2x31/2xBM. FLANGE TOPl�: 1/2x5x0'-71/2W/ ._,� _ = a 4 � 1 :4' '. �;� � � �'- (2)-3/4"!d x 6"LAGS -' �r #5 CONT. HORIZ. MID-HT. ' -a a . : � #4 TIES x 1�_� �"� � ` V J O — WIDTH W/(2)-1/2"0 T.B.'s BACK(�': 1/2x7 1/2x1'-1 1/2 r = r ' � @ TOP, MID HT, &BOT ° (ONE EA.SIDE OF WEB) {FINISH EDGES PER -:.a .: � ' 1/2 PLYWD. RIPPED TO STL. BM. W 8x58 � - °'• WIDTH&GLUED TQ FLANGE W � TS COL PER PLAN . ARCH.) :� #5 DWLS.x � ' I CONC. PILASTER 1'-0 x 2'-0 W/ QG CONNECTION: �'�` • • • 1 (2}-#5 DWLS.x u? J L 4x4x114x0'-51/2 W/(4)- @ 24° L 'A cyd • Q ; 4 4 � PACK OUT WEB SOLID AND 3/4"�tl T.B.'s (2 EA LEG) � 13 SCALE:3/4"= 1'-0 8x14 DF#1 BM's,TYP. 6 { 6 CONNECT W/1/2 Q1 T.B.s 3/16 � • .: . `a @ 16",TYP. (STAGGERED} 1 1/4"NAILER f�DRIVE-PINNED S5 . EDGE OF CONC.WALL(BEYOND) TO STL. BM. @ 16",IYP. � (2)-#5's CONT. d . ( . :- . . I 117'-1 3/4 TS CC)L. PER PLAN g SCALE:3/4" = 1'-0 TOP&BOT. a � 117'-3 TO STL. W 8x28 � BRG R: 1/2x31/2x0'-8 W/ S5 96'-8 = _ _ _ d . . ' � • . TO PLYWD. 117'-1 (2)-1/2"0 x 6"LAGS � � a .. n. . � 'c a ' TOF ao 117'-1 3/4 � � TO STL. • ,� NEW SOLID BLKG. IN JOIST BAY 8„ NEW 2x4 FURRING WALL ° . .'- �. . °' . . . TO STL. �B TYP. (�B TYP. �TYP. . . � BENEATH NEW TS COL. 4�� 8�� 1�_��� 4�� EXSTG. 2x10 JOISTS PE ER DRAIN PER �W 8x1$ s..� EXSTG. 2x10 JOISTS @ 16"—��� 1��U ' , 2x BLOCKING IN FIRST 2'-4° GEQTECHNICAL ENG. _ .a ' JOIST SPACE @ 24° NEW 2x10's @ 16° .. 2"RETURNS � ��) l�) .. - _ ° 3/4"T&G PLYWD. 3/16" °. . • SEE PLAN 5 SCALE:3I4"= 1'-0 2 SCALE:3/4" = 1'-0 >. - �, T�PLYWD. S5 g� . . 1/2"EXP. MATERIAL NEW POST PER PLAN NEW 2x4 INTERIOR BRG.WALL - . ° .. 4 4"CONC SLAB 100'-0 - . . u � JOISTS PER PLAN 100'-3 TO SLAB 12 SCALE:3/4"= 1'-0 �a,- _. TC)SLAB � ... .�� - d . . S�OPE TO F.D. TS COL's PER PLAN S5 • ' . NEW 8"CONC.WALL REF. � �-' � ° - ' •. a " . Q � � �. � a ': � - . 4 CC)NT. L 5x31l2x5/16(LLV} STONE VENEER PER ARCH. P R O �I E C T : O10304 � 1/S2 F(�R REINF.INFO 99_7 � ' .' � � • . WELDED TO STL. BM. = ° I I � � �. _ . . DRAWN BY , TFA TS COL. PER PLAN 8 SCALE:3/4" = 1'-0 TOW • • � 5°CONC. SLAB OVER 1"x - . ". � PACK OUT WEB&BLOCK IN FIRST 20 GA. FORM DECK REINF. REVIEWED BY : �PL BLOCK OUT FOR S� 2-0 � (2)-#3 DWLS.x�° JOIST SPACE W/2x10 BLKG. @ 24" 3/16" WITH #3's @ 12"EA.WAY COL. PLACEMENT .: @ DOOR `V �� 109'-4 D A T E : 3.24.04 I BASE R: 5/8"x 10"x 0'-10"W/ STONE�VER MORTAR BED OVER W.P. - 3/4 T&G PLYWD. � • � � ' T05LA6 REVISIONS : 1/2"EXP. MATERIAL (4)-1/2"l?S x 8"EXP.ANCH. MEMBRANE PER ARCH NOT TO EXCEED :° . #5 CONT. HORIZ. MID-HT. . -d � ° �' .' ' 3/16° 2"@ 12" TYP. @ CONT. L �.D.'S 5.19.04 4"C O N C S L A B I 3"TOTAL DEPTH 108'-8 3/4 1"MIN. SHIM&NON-SHRINK GROUT „ (2)-#5 DWLS.x �4 ,a � . TO PLYWD. 1-� �$-11 1Q REVISED 7.22.04 100'-3 3/4 T&G PLYWD. SLOPE @ DOOR l� � d To sT�. 2 REVISED 9.13.04 � '°a. " °..• . . ° . e .�. �� a� a ' ' :. ' ' d • . �. '•- 4 .' °� TO SLAB . --� '.` TO#5,BOONT, . 6 � . . ' a .a • � • � � •. � P� d. a ., `. - � SHIM AS REQ'D.TO RECEIVE ' 96-8 JOISTS PER PLAN W 12x26 . . , - CEILING FINISH PER ARCH. _ � � a- TOF BASE R: 1/2x31/2x0'-6 I Q :_ _!. t_ �. .f_ _! _L REF. SCHEDULE - - - - - . a6 � d, °O TS COL's PER PLAN CAP ft: 1/2xBM. FLANGExO'-8 W/ r 2xBLKG. PANELSBTWN. . . ' ' � I I I I (4)-1/2"�T.B.�S STRUCTURAL SHEET S2 FOR JOISTS @ BRG. 2x12's @ 16"RIPPED REINF. INFO. „ �� �� �� 1/4"FITTED WEB STIFFENERS 4�'-�° 1'-11Z° 4a' n EQ. EQ. TO 81/4 MIN. @ SOUTH 4 8 4 PERIMETER DRAIN PER EA. SIDE OF WEB @ BFiG.,TYP. — I�ETAI LS co 8x14 DF#1 EXfERIOR WALL 1'-4�� 2�_$�� SEE SCHEDULE SHEET S2 , GEOTECHNICAL ENG. (6 LC�CATIONS) 7 SCALE:3/4" = 1'-0 4 SCALE:314" = 1'-0 1 SCALE:3/4" = 1'-0 y 11 SCALE:3/4" = 1'-0 S5 S5 S5 . S5 O N , � _ - � M ECH AN I � AL SPECI FI C °° M E C H /�N I C A L LE G E N D AREEN TL NEC SSARILYH�ED.ON LEGEND A TI � N S • � _ � 'd ° -Hws - HEATING WATER SUPPLY � � HoT WATER CIRCULAT�NG E. ALL CONCEALED HEATING PIPE, DOMESTIC, SMS & SMR, H'NS & HWR SHALL BE INSULATED �'' r-+ -HwR - HEATING WATER RETURN 1. A. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES � � N - F - F�RE PIPE F. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK WITH ARMIFLEX TYPE INSULATION. AQUAPEX & MULTICOR PEX PIPING FOR -cHS- CHILLED WATER SUPPLY NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK SHALL BE NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR DISTRIBUTION TO FAN COILS, MANIFOLDS, ETC IS AN APPROVED EQUAL FOR *� c,� � p�p -Pw - PRESSURIZED WASTE NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. � q� U , -cHR - CHILLED WATER RETURN OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. TERMINATE WITH A COPPER PIPWG. ., -sMS- SNOWMELT SUPPLY PLUMB�NG VENT PIPE B. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A WALL CAP WITH A BACK DRAFT DAMPER. SCREENS ARE PROHIBITED. � �� � � 16. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND/OR EXHAUST) SHA�L BE �i � O �. -sMR- SNOWMELT RETURN WASTE PIPE ABOVE SLAB COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE EQUIPPED WITH A MEANS OF SHUT-OFF WHEN VENTILATION IS NOT REQUIRED, AND Q G� > � -RFS- RADIANT FLOOR SUPPL,Y SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY 13. HIGH STATIC PRESSURE DUCTWORK UNICO SYSTEM: WASTE PIPE BELOW SLAB BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTOOWN SHALL BE r 1 � � � NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS PROVIDED FOR AIR INTAKES AND OR v -RFR- RADIANT FLOOR RETURN -sr - sTORM DRaIN PiPE THAT ARE SPECIFICAL�Y MENTIONED HEREIN OR PLAINLY MARKED ON THE A. ALL HIGH STATIC PRESSURE DUCTWORK COMPONENTS SHALL BE OBTAINED / DISCHARGES. � d^ � � -c - GAS ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE FROM THE SYSTEM DISTRIBUTOR. THESE COMPONENTS SHALL CONSIST OF 17. TEMPERATURE CONTROL DEVICES: EACH HVAC SYSTEM SHALL BE PROVIDED WITH AN � 'v� N '' 'O -sT(oF)- STORM DRAIN OVERFLOW PIPE SPECIFICATIONS. BUT NOT BE �IMITED TO THE FOLLOWWG. CONTRACTOR SHALL BE CERTIFIED �i y) U -rnc - MEDIUM PRESSURE NATURAL GAS AUTOMATIC SPACE TEMPERATURE CONTROL DEVICE THAT SHALL BE CAPABLE OF BEING � � --�� HORIZONTAL CLEANOUT (CO) BY UNICO TO INSTALL THIS HIGH VELOCITY J HIGH PRESSURE SYSTEM. SE? TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55'F TO 85°F AND SHALL BE �� A �'' � .''� --��j� PLUG VALVE -�p VERTICAL CLEANOUT FCO OR COTG 2. WORKMANSHIP: THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE CAPAB�E OF OPERATING THE SYSTEM HEATWG AND COOLING IN SEQUENCE. CONTROLS Q� � � -�4�- GATE VALVE _ � � MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. B. MAIN SUPPLY PLENUM SHALL BE INSULATED AND SEALED GA�VANIZED SHEET SHALL BE ADJUSTED TO PROVIDE A TEMPERATURE RANGE OF AT LEAST 5'F AND UP TO 4� 'v et C r�'' ` �O FLOOR DRAIN (FD) METAL OR 1 INCH FIBERGLASS DUCT BOARD, OR FIBERGLASS RIGID ROUND 10'F BETWEEN FULL HEATING AND COOLING, AND HAVE A CAPABILITY OF TERMINATING N N � �-- CHECK VALVE � FLOOR SINK, HA�F GRATE 3. MATERIALS: ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR MOLDED PIPE. ALL HEATING AT A TEMPERATURE OF NO MORE THAN 70'F AND COOLING AT A •� •� � U -{�- BALL VALVE RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY TEMPERATURE NOT LESS THAN 78°F. aA � � � � --^�- BALANCING VALVE ---�-0) ROOF DRAIN (RD) ,-� C� SPECIFIED. C. SUPPLY TUBING SHALL BE A F�EXIBLE 2-INCH INSIDE DIAMETER DUCT, WRAPPED � w �U o0 � FIRE/SMOKE DAMPER WITH FIBERGLASS INSULATION WITH AN OUTER REINFORCED ALUMINIZED MYLAR 18, THERMOSTATS SHALL HAVE NUMERIC SETPOINTS IN 'F, ADJUSTABLE SETPOINT STOPS � � a STRAINER W BLOW-OFF VALVE 4. SITE INSPECTION: CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUB- THE SUPP�Y TUBING SHALL CONFORM TO UL 181 CLASS 1 AIR DUCTS AND BE SO � °� � � �- / � AND SHALL BE MOUNTED AT 54" ABOVE FINISHED FLOOR. FIRE DAMPER MISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING LABELED. MINIMUN LENGTH SHALL BE 6'-0" AND MAXIMUM LENGTH SHALL NOT � "� �-�i � � -�J-- TEMPERATURE CONTROL VALVE CONDITIONS & EXACT NATURE OF THE WORK. SUBMISSION OF A BID ACKNOWLEDGES VAPOR SEAL JAGKET. THE INNER CORE SHALL BE TWO-PLY CORRUGAT M 19. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL � U � p� � ED ALUMINU . �..� TURNING VANES SHOWN IN 90 ELBOW FULL RESPONSIBILITY FOR FURNISHING A COMP�ETE AND FUNCTIONAL SYSTEM. NO > > EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, --D�}- PRESSURE REDUCING VALVE � EXCEED 14-0'. � •� � CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBWG. DIMENSIONS, � � N SAFETY RELIEF VALVE ---� MoTOR oPERATED DAMPER (MOD) ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE D. PROVIDE ALL OF T E RE U R SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE U U O � � EXAMINATION. H Q I ED ACCESSORIES REQUIRED TO PROVIDE A VERIFIED AND ANY MINOR ADJUSTMENTS NECESSARY T0 AVOID CONFLICT WITH THE N o4 � � COMPLETE DISTRIBUTION SYSTEM INCLUDING BUT NOT LIMITED T0, RIGID SOUND ' 4� � i BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. +� � � _�� A�R VEN7 MANUAL BALANCE DAMPER 5. CODES AND PERMITS: ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHA�L ATTENUATORS, CONNECTORS, SLOTTED OUTLETS WITH SOUND ATTENUATING ELBOW CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATE�Y IF ANY MAJOR CONFUCTS OCCUR. ' � � � � � %� PRESSURE - TEMP. TAP CONFORM WITH THE 2003 IMC CODE AND ORDINANCES AS INTERPRETED BY THE PLASTER FRAMING KITS & FLOOR OUT�ET SCREENS. � � � ` DUCT SIZES ARE NET FREE AREA THE TOWN OF VAIL. CONTRACTOR SNALL OBTAIN AND PAY FOR 20. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL V � H v�--�--� PRESSURE GAUGE W/ COCK 24Xi2 1ST N0. IS SIZE OF SURFACE SHOWN. ALL PERMITS AND INSPECTIONS. COPIES OF ALL PERMITS AND INSPECTION REPORIS D. PROVIDE RIGID SOUND ATTENUATORS ON ALL SUPPLY AIR TAKE OFFS WHOSE d- , RELEVANT TRADE5 AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS -� THERMOMETER 2ND No. IS DUCT DEPTH SHALL BE SUBMITTED TO THE ARCHITECT. LENGTH FROM THE SUPPLY PLENUM IS LESS THAN 12'. OCCUR. EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS, '�y � . �� COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT � QQ THERMOSTAT cFrn 6. AS-BUILTS: CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILTS TRANSPAREN- 14. JNSULATION: REQUIREMENTS. A�L EXHAUST TERMINATIONS SHALL BE A MINIMUM OF 3'-0" AWAY FROM � SiZE 0 SUPPLY REGISTER / DIFFUSER CIES WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND � Fs OPERABLE WINDOW OPENINGS, FLOW SWITCH PRIOR TO FINAL ACCEPTANCE AND PAYMENT. A. INSULATION SHALL BE U.L LISTED IN COMPLIANCE WITH FLAME-SPREAD RATING � � OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50, PER THE „ cFM 21. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30 CLEAR a SHOCK ABSORBER E-�RETURN AIR OR EXHAUST AIR REGISTER 7. GUARANTEE: CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATER- UNIFORM MECHANICAL CODE. INSTALLATION SHALL BE IN ACCORDANCE WITH u � size UMC REQUIREMENTS. WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMB�Y IALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD & AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED. ACCESS PANELS BY THE GC. FP OF ONE YEAR AFTER COMPLETION. t-�--�, FREEZE PROOF WALL HYDRANT cFM SUPPLY DIFFUSER; ARROWS MAY INDICATE B, INSULATE ALL INTERIOR CONDITIONED SUPPLY AND RETURN AIR DUCTWORK WITH � � � sizE DIRECTION OF THROW 8. SUBMITTALS: CATALOG INFORMATION A D 1 ' THICK, .75 LB. PER CU. FT. DENSITY FIBERGLASS INSULATION WITH 22• ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH N CUTS OF ALL EQUIPMENT AND DEVICES SHALL VAPOR BARRIER (MINIMUM R-VALUE = 4.0 AT 75'F MEAN TEMPERATURE �� PIPE ANCHOR CODE APPROVED VIBRATION ISOLATORS. cFM O DOOR GRILLE (DG) BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH}. )• -� PIPE EXPANSION JOINT sizE 23. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHAL� BE ADJUSTED AND RE-ADJUSTED - PIPE EXPANSION GUIDE 9. COORDINATION: THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. THE C. HEATING HOT WATER SUPPLY AND RETURN SHALL BE INSULATED WITH FACTORY TO INSURE PROPER FUNCTION OF ALL CONTROLS MAINTENANCE OF TEMPERATURE - � SECTION THRU SUPPLY AIR DUCT CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST PREFABRICATED FIBERGLASS INSULATION WITH FACTORY APPLIED SERVICE ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND � POINT OF NEW CONNECTION SECTION THRU OUTSIDE AIR INTAKE, ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. JACKET (MIN. R = 4.0). JNSU�ATION THICKNESS SHALL BE 1-1/2 . -��I- P�PE UNION � RETURN AIR OR EXHAUST DUCT SHALL BE LEFT IN PROPER OPERATING CONDITION. D, ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE "k" COPPER 10. CUTTING AND PATCHWG: ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE 24. ALL PLUMBWG (COLD, HOT, HOT WATER RECIRC,-WASTE & VENT) SYSTEMS TO BE --- DOMESTIC COLD WATER AND SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION. ����A (A) SECTION CUT LETTER (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. DESIGNED AND INSTALLED PER THE 2003 UNIFORM PLUMBING CODE WITH ---- DOMESTIC HOT WATER ' �J (B) SHEET SHOWN ON PROVIQE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. ALL TOWN OF V A N M . E. ALL CONCEALED HWS & HWR AND SMS & SMR OISTRIBUTION PIPING SHALL BE AIL ME D ENTS -->>a -- DOMEST�C HOT WATER (TEMP. SHOWN) INSULATED WITH ARMIFLEX TYPE INSULATION TO MINIMIZE UNCONTROLLED HEAT --lJ-- EMPTY THERMOMETER WELL 11. CLEANUP: UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR LOSS INTO THE HOUSE. A�L EXPOSED PIPING SHALL BE INSULATED WITH 25. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALI. BE PER THE OA oUTDOOR ,4IR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS ARCHITECTURAL PLANS, ELEVATIONS OR AS 'PER FIELD REQUIREMENTS. -� END CAP WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. FIBERGLASS INSULATION WITH ALL SERVICE JACKETING. RA RETURN AIR ALL PIPING EXPOSED IN THE MECHANICAL ROOM SHALL BE INSULATED FIEXBLE PIPE CONNECTION 12. STANDARD DUCTWORK: W/ 1" THICK FIBERGLAAS INSULATION WITH ALL SERVICE JACKETING 26. ALI. PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS RAD RETURN AIR DAMPER PER TABLE 6 D OF UMC. RG RETURN GRILLE "' PIPE TAKEOFF (FROM BOTTOM OF MAIN) F. ALL INTERIOR EXPOSED HMS & HMR PIPING IN THE MECHANICAL ROOM SHALL Y A. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITN THE Q,� SA SUPPLY AIR r, BE INSULATED WITH FACTORY PREFABRICATED FIBERGLASS INSULATION -� ,r- PIPE TAKEOFF (FROM ToP OF MAIN) UNIFORM MECHANICAL CODE (LATEST ADOPTED VERSION) AND SMACNA STANDARDS. 27. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURE S INSTALLATION CD CE�LING DIFFUSER I WITH FACTORY APPLIED AGL SERVICE JACKETING THICKNESS SHAL� BE 1-1/2". OPERATION AND MAINTENAMCE MANUALS. � � TG TRANSFER GR�LLE -Q PIPE RISER B. DUCTWORK SHALL BE GALVANIZED STEEL. 15. PIPING: ,,� 28. FILTERS SHALL BE U.L. RATED AND APPROVED. PRESSURE OROPS SHALL NOT �; Q� -►R CHANGE OF ELEVATION � PIPE DROP C. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 90'. A. HEATING HOT WATER PIPING 3 INCHES AND BELOW SHALL BE TYPE L COPPER, EXCEED .10 STATIC PRESSURE. P�� � RtsE (R) oROP (o) HARD DRAWN, WITH WROUGHT COPPER SWEAT FITTINGS. JOINTS SHALL BE -{\� BUTTERFLY VALVE D, ALL DUCT JOWTS SHALL BE SEALED AIR TtGHT WITH APPROVED DUCT SEALER SOLDERED WITH 95-5 OR SILVER SOLDER. CONDENSER WATER AND HEATING � � � FLEXIBLE DUCT CONNECTION 29. THE ENTIRE HEATING AND VENTILATING SYSTEM SNALL BE BALANCED BY AN INDEPENDENT Q -D41111 HOSE END vALVE AND DUCT TAPE. HOT WATER PIPWG 4" AND ABOVE SHALL BE SCHEDULE 40 BLACK STEEL CERTIFIED TEST AND BALANCE COMPANY. 5 COPIES OF THEIR BALANCE REPORTS SHALL Q,� S DUCT SMOKE DETECTOR A 53 SEAMLESS PIPE WITH WELDED FITTINGS. BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ALL REQUIRED RE-SHEEVING � � � � � --,'�',- GLOBE VALVE E. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE U,L. APPROVED, VINYL , AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE .TEST & BALANCE CONTRACTOR, � � .� � COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUM CONDUCTANCE OF .30 B. VALVES SHAL� BE CRANE, WALWORTH, NIBCO, STOCKHAM OR EQUAL, SERVICE � AND A MAXIMUM LENGTH OF FIVE FEET. PRESSURE SHALL BE AS REQUIRED. VALVES SHALL BE SUITABLE FOR SERVICE ALL FINA� MEASURED CAPACITIES SHALL BE WITHIN 10� OF THOSE INDICATED ON THE PLANS. � � � _ INTENDED, � � �""� _ � � C. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER � � ' ANSI REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. � � � E. ALL GAS PIPING SHALL BE ASTM A53/A SCHEDULE 40 BLACK STEEL WITH �� � THREADED BLACK MALLEABLE IRON FITTINGS, � � � �, � � � ^ � � •� � � � HOT WAT � � �`� � � F� G � N � I� ATOI� � CH � D U E BOILER DOMESTIC • t� �� � STORAGE BOILER PRESS GPH OPER. �+ UNIT MANUFACTURER & BOILER WATER TEMP. WATER TEMP. � � SERVICE LOCATION CAPACITY INPUT DROP C� 8� F `?T WT, REMARKS TAG MODEL N0. (GPM) (GAL.) (MBH) (FT) (S.L.) IN ( F) OUT ( F) W ( F) OUT ( F) (LBS) �� WH , ASME RATED PROVIDE �� ,.t ` � SUPERSTOR SS-80 DOMESTIC HOT WATER MECHANICAL ROOM 80 125 8 12 200 180 150 40 115 850 DOMESTIC WATER PRIORITY , BOILER CONTROL �, „ HUM DI � � R � CH � DU � � PROVIDE DRAIN WITH P TRAP IN THE REMARKS BOTTOM OF THE DUCT. INTERGRATED AIRFLOW PROVING SWITCH ROUTE TO NEAREST FD. OUTPUT ELECTRICAL DATA OPER. STEAM ABSORPTION MANIFOLD UNIT MANUFACTURER ' TOTAL & HIGH LIMIT HUMIDITY ENSOR. � „SAM»" SERVICE LOCATION - WT. aiR F�ow TAG 8c MODEL N0. LBS/HR GAL/DAY KW FLA V PH HZ (LBS) H NEPTRONIC MECHANICAL PROVIDE INTEGRATED AIRFLOW PROVING SWITCH & HIGH LIMIT FC-1 7.5 21 2.5 11 240 1 60 35 HUMIDITY SENSOR, FAN SWITCH, KIT "R", & DRAIN PAN W/ REV � SKR25-240 NRI ROOM � SENSOR. PROVIDE AT EACH FAN COIL. NO: DATE: DESCRIPTION: H NEPTRONIC MECHANICAL PROVIDE INTEGRATED AIRFLOW PROVING SWITCH & HIGH LIMIT . FC-2 7.5 21 2.5 11 240 1 60 35 HUMIDITY SENSOR, FAN SWITCH, KIT "R", & (�RAIN PAN W/ � SKR25-240 NRI ROOM i SENSOR. PROVIDE AT EACH FAN C01�. H H NEPTRONIC MASTER CLST PROVIDE WTEGRATED AIRFLOW PROVING SWITCH & HIGH LIMIT � � 3 _ FC-3 7.5 21 2.5 11 240 1 60 35 HUMIDITY SENSOR, FAN SWITCH, KIT "R„ & DRAIN PAN W/ - � SKR25 240 NRI CEILING SENSOR. PROVIDE AT EACH FAN COIL. MANIFOLD BRACKET H APRIL AIRE WINE SKI 4.3 12 1.8 120 1 60 20 PROVIDE REMOTE HUMIDISTAT LOCATED IN THE WINE ROOM PROVIDE A MINIMUM OF 3'-0" � MODEL 350 ROOM STORAGE - � OF STRAIGHT DUCT ON BOTH SIDES OF � 5,_�„ MAX THE INJECTION NOZZLE TO ALLOW HOSE LENGTH THE STEAM T0 BE ABSORBED INTO -� THE AIR STEAM. REMOTE WALL MOUNTED -► -r Date: AECProject# - THERMOSTAT. REFER TO UNIT PLANS FOR LOCATIONS MODULATING AIR VENT 9�I.3�O4 2,44SS 2-POSITION CONTROL ACCU-SETTER CONTROL � DrawnBy: CheckedBy: VALVE. BASEBOARD ELEMENT VALVE � DIFIE DIAGRAM . MANUAL AIR VENT � BFW �EC SCH EM ATI C DESI GN RET�RN � ��R���T �N�oN SFE IFI TI �( " -' I ;% �,,: I SETTER � �A Ol`�� 1. THESE DR WW R OMPL T T THE SCHEMATIC DESIGN LEV . A GS A E C E ED 0 EL MOUNTING FINAL DESIGN OF THE MECHANICAL AND PLUMBING SYSTEMS IS THE -� f c PRESS.-TEMP. TAP; TYP. �7CHEDULES RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. 10,IGAFF PITCH UP COIL S�PP�Y I & DET�ILS ?. MANY DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN BASEBOARD RADIATION RISER PIPING. - COMPLETED AT THIS TIME. IT IS THE CONTRACTOR'S FL00 HWS ENCLOSURE ACCESS DOOR HWR REFER TO PLANS FOR SIZING. PIPING RESPONSIBILITY TO TAKE THE INFORMATION GIVEN HERE AND accESS �ooR TQ ROUTED FROM THE CEILING SPACE COMPLETE THE DESIGN PROCESS. BELOW UP T0 BASEBOARD �/ I IF STAMPED DRAWINGS ARE REQUIRED, THE ENGINEER WHO OVERSAW � WA Y Y � L VE H E A TI N � . THE FINAL DESIGN WILL BE RESPONSIBI.E FOR STAMPING THE FINAL � SCALE, NONE DESIGN. ARCHITECTURAL ENGINEERING CONSULTANTS, WC. MAY BE C Q I L P I P I N G A S S Y 3' AVAILABLE T0 WORK WITH THE MECHANICAL CONTRACTOR IN THIS CAPACITY WITHIN ANOTHER CONTRACT. N0 SCALE HOT WATER FIN - TUBE RADIATION DETAIL NO SCALE • �µ SCHEMATIC �ESIGN DOCUMENTS 9/13/04 1 of � , , � COPYRIGHT 2001 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. O N - � � 00 � 'd : ° � SM RETURN �� � o � � � � � � 245 SQFT SUPPLY V�'� v U � .,-, —�- � � o � PROVID E V I B R A T I O N I S O L A T I N G � � � � TYPE PUMP SUPPORTING IN—LINE METAL BRAIDED � � `� O�. HANGERS AT INLET AND DISCHARGE PUMP FLEXIBLE CONNECTOR � y= Cr � RETURN OF THE PUMP. DO NOT SUPPORT bA .,� �—+ .. p S M f 3° T H E P U M P F ROM ITS MOTOR. PRESSURE GAUGE � N � U 4 � y . 105 SQFT &/SNUBBERCOCKS � ,Q v� � � SUPPLY ��, Q Q 4,� � N O � � _� ,� V y � � I �, f � � �.+�� t—� �T��i W � � � �" Mr-� o`� �' O � ��� CHECK VALVE '—'{ c�o � t� OMIT ON SINGLE �,,.� . � � � � AUTO AIR VENT UNION OR FLANGE C� U PUMP INSTALLATIONS � � � SM Q CONNECTION � U o 0 RETURN �� SPIROVENT AIR � S M SM S T R A I NE R W/ BLOW COMBINATION ISOLATION 4� � � a 1 0 5 S Q F T � � DOWN VALVE VALV E & C I R C U I T S E T T E R :�' � � � SEPARATOR, � � � SUPPLY 320 SQFT 455 SQFT S H U T O F F V A�V E B A L L V A L V E U P T O 2" V � E"' � 6 � .d. RETURN RETURN BUTTERFLY VALVE 2'i" AND LARGER oq 1 e" 1 e" „ � 1 e" O � SUPPLY SUPPLY � ,e,, IN — LINE PUMP DIAGRAM a 1 e" PIPE TO FLOOR DRAIN TO P-5 NO SCALE — FILL SYSTEM W/ A 50/50 MIX � TO BOILER INTERL4CK OF WATER AND "DOWFROST" /� TO P-6 # B PROPYLENE G�YCOL, FILL �HX � PRESSURE SHALL BE 14 PSIG 'TEKMAR' 070 OUTDOOR � TEMP. SENSOR A ET MANIFOLD — — � 'TEKMAR' o 'TEKMAR' SUPPORT 664 CONTROL 093 SNOW/ICE BRACKET SOCKET / SENSOR (TYP) VALVE CAP ANGLE VALVES(TYP) � P 1 e" FROM FC'S & BB'S END CAP 5 � � �� W/ VENT � RETURN MAIN � 1 e"TO FC'S & BB,S AUTO AIR VENT + P } TO BOILER & PUMP /� 1„ � 4 I CONTROLLERS I RETURN MANIFO�D �'�" 1.I„ � S � „SPIROVENT" TANGENTIAL 6» MAX � CIRCUIT 1 e" 1 e" AIR SEPARATOR I I DRAW DOWN � C/� SETTER �.�,� 8 � � HOSE BIBB Al ,� ACCU SETTER Vr/ � 1'i" � � � COMPRESSION `�_"n„� LOOP � i� • 2 W/ VENT � FITTING (TYP) RETURN PIPING SUPPLY �: � �� � � PROVIDE DOMESTIC HOT � (TYP) � MAIN O Q � WATER PRIORITY HEAT � �'�/ Q'C� � CONTROL TRAP SUPPLY MANIFOLD r°�+ r''�l S 1 P �.i�� �.�„ 1 � � � _ MANUAL FEED � � _ CC� � � 30� POLYPROPYLENE DRAIN DOWN � � GLYCOL MAKE—UP BALL HOSE BIBB � � ,� E1 g l VALVE � � � � P � I COMPRESSION P�°� � CC� � �WH � „ FITTING T �� � -� 1/2 PIPE T I �•i„ ( YP) nW LOOP !� �� �' FLOOR DRAIN SUPPLY FITTING (TYP) • 1°� '�'i I + ,^ °• Q • • • . !� • • � !� I 'TEKMAR' FILL SYSTEM WITH A 70/30 MIX J N O WI V I E L T M A N I F O L D � E TA I L p�� 2 6 5 B O I L E R OF WATER AND PROPYLENE `� .r t a . . . • . CONTROL PANEL GLYCOL FILL PRESSURE NO SCALE RELIEF VALVE PIPE SHALL BE 14 PSIG TO FLOOR DRAIN 'TEKMAR' 070 OUTDOOR TEMP. SENSOR B �ILER PIPING DIAGRAM NO SCALE NOTE: REV DATE: DESCRIPTION; CHARGE SNOWMELT LOOP TUBING NO: WITH 1d0 PSI AIR TO PREVENT CRUSHING OF TUBE WHEN CONCRETE IS POURED. SNOWMELTED SURFACE � 5/8» WIRSBO TUBING , --,—a—n- a a • a SPACED 9" O.C. °° 4 . a a .a � REVERSE RETURN LAYOUT ° a a ° . a . . . . . . . . . . . . � . Q: , a . . . . WIRSBO ,. , WIRE TIE 3' O.C. � � .e... a a d.4 a _ 2" MIN. SEE FIGURE 2 TIE WRAP TO CONCRETE WIRE TIES 4 a , Q . ° o a ° ,. . a . 4 Q: a. ° 5/E„ WIRSBO HePEX ` CONCRETE REINFORCING TIE DOWN d .. a 4a e ° ° o a . TUBING SPACED 9"O.C. COVER TO REBAR B. ° ° a ° :°. � a A TOP O F TU B I N G 3' < Date: AEC Project# , , , , ; ; , ; , , ; , , , , ; `; 9/13/04 24455 TO BE WITHIN , , , % , � % , � % , � % , % , , ,, , , ,, , , ,, ,% ,, , � % , • •, , . •, , . ., , . ,, , , ,, , , ,, , , ,, , , ,, , , ,, , , ,, , � % , � „ � % . , ,, , , ,, , , ,, , , ,, , � % , 25% OF SL.AB , , , ,, , , ,, , , , , , ,, , , ,, , , ,, , , ,, , , ,, , , ,, , , �,�•,•,�,�, •,1,:• •,�,�• ,,�,�• •,', ,,�,�, •,�,�• ,,',', •,',', ,,', COMPACTED SUB SOIL DrawnBy: CheckedBy: DEPTH a; a•• ,� . .. , , . , DOUBLE BUBBLE — — _ _ _ _ — =I I-III=III=III=III=III=III=III D�+`x' p �+ ��� e vd� a : �—���-���_���_���_���'— ��_��(_���_)��— ��_�������_� �_� - ' — 1>1� YY L"�Li� COMPACTED ' • • a• '� e.' � ��' < '', REFLECTIVE VAPOR I II III—III—II • B A S E ''`• ' ' •a • . . � • " B A R R I ER „R—14" 111=111=111=111=111-11 -111�I 11=111=111 111=1�=111=111-111-111=111 SCH EM ATI C DESI GN N OTES. �—���—���—���_���—��� ���—���_���—���_� —���_���—���—�������—���—�� GRADE 111=111-111=111-111 11=111_=111-111=111- 11-111=111-111-111=111-111 PIPI�TG 1. THESE DRAWINGS ARE COMPLETED TO THE SCHEMATIC DESIGN LEVEL. PROVIDE ARMIFLEX INSULATION SLEEVES WIRE MESH FINAL DESIGN OF THE MECHANICAL AND PLUMBING SYSTEMS IS THE AT ALL EXPANSION JOINTS IN THE CONCRETE OR REBAR RESPONSIBIUTY OF THE RESPECTIVE CONTRACTOR. 2„ THICK RIGID BOARD DIAGRAMS Z MANY DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN EDGE INSULATION PRESSURIZE SNOW MELT TUBING TO 100 PSI PROVIDE ARMIFLEX SLEEVE DOUBLE BUBBLE COMPLETED AT THIS TIME. IT IS THE CONTRACTOR'S REFLECTIVE VAPOR AIR T0 PREVENT CRUSHING OF TUBE WHEN ' AT EXPANSION JOINT ` � DETAI�S RESPONSIBILITY TO TAKE THE INFORMATION GIVEN HERE AND BARRIER "R-14" THE CONCRETE IS POURED _ �oMP�ETE THE oES►�N PRO�ESS. S N O WM E L T S YS TE M I N S TA L L A TI O N I F S T A M P E D D R A W I N G S A R E R E Q U I R E D, T H E E N G I N E E R W H O O V E R S A W THE FINAL DESIGN WILL BE RESPONSIBLE FOR STAMPING THE FINAL S N O W M E L T T U B I N � D E TA I L LJ E TA I L SCALE: NONE 3 DESIGN. ARCHITECTURAL ENGINEERING CONSULTANTS, WC. MAY BE AVAILABLE TO WORK WITH THE MECHANICAL CONTRACTOR IN THIS No sCA�E CAPACITY WITHW ANOTHER CONTRACT. NO SCALE p • SCHEMATIC DESIGN DOCUMENTS 9/13/04 2 of 7 m COPIRIGHT 2001 ARCHITECNRAL ENGINEERING CONSULTANTS, INC. t \,� O N _ - �O � 00 I---1 Gf-1 VE � OC TY � AN COI � U � I T � � H � DU � � � � � � ,..� FAN DATA HW HEATING COIL DATA ELECTRICAL DATA �,�, ° c� UNIT MANUFACTURER MAX OPER. o �r, TAG 8c MODEL N0. SERVICE LOCATION TOTAL OA RPM ESP �F� TOTAL AIR SIDE WATER SIDE SOUND WT. REMARKS � � V °O CFM CFM IN OUTLETS MBN EDB ( F) LDB ( F) EWT ( F) LWT ( F) GPM PD (FT� HP V PH HZ �NC) (LBS) � �'� o � '� FC FIRST FLOOR LOWER LEVEL PROVIDE MIRCO METAL MIXING BOX, INLET & DISCHARGE r�� � � O UNICO MB 2430L 450 450 1700 1.5 13 30.5 70 100 140 110 4 1.0 1 2 208 1 60 35 125 PLENUM ADAPTORS, ECONOMIZER DRY BULB CONTROLS. �./ � � NORTHERN EXPOSURE STAIR CLOSET � � FILTER SECTION AT THE UNIT. � •� � Oti O �FC FIRST FLOOR PROVIDE MIRCO .METAL MIXING BOX, INLET & DISCHARGE �..�-+ � �'`1 � U UNICO MB 2430L SOUTHERN EXPOSURE CRAWL SPACE 400 400 1700 1.5 11 27.1 70 100 140 110 4 1.0 1/2 208 1 60 35 125 PLENUM ADAPTORS, ECONOMIZER DRY BULB CONTROLS. • ,�,? � FC MASTER BEDROOM MASTER CLOSET PILT�R SECTION AT THE UNIT. � � V� �' '� RO IDE MIRCO METAL MIXING BOX, WLET & DISCHARGE Q,l � N O U UNICO MB 3642L CEILING SPACE 750 750 1700 1.5 20 45.0 70 100 140 110 4 1.0 1 208 1 60 35 125 PLENUM ADAPTORS, ECONOMIZER DRY BULB CONTROLS. �y � 3 BATH & BALCONY FILTER SECTION AT THE UNIT. '^ v o�j o�o N , � W `,° �. � W �, �' o � ` c� � � �,., � � °�` - BOI � � I� � CH � DU � � � � � UNIT MANUFACTURER 8c CAPACITY (MBH) U � o 0 � GAS PRESS. MAX RELIEF ELECTRICAL DATA STACK OPER. 4� °� O0 .� C� 700� ASL FLOW EWT LWT ,+-� � � SERVICE LOCATION , � T A G M O D E L N0. P D P R E S S DIAM WT. REMARKS IN QUT IN IWC INAWC CGPM) (FT) (PSI) � F� � �� V PH HZ (IN) (LBS) � � � V oo E� �g MAIN HEATING PLANT � SEALED COMBUSTION (2) 4" PVC VENTS � � MUCHKIN 399 SIDE ARM WATER HTR MECHANICAL RM 399 340 4 13 23 10.6 75 150 180 115 1 60 4"? 205 PITCH VENT TO ALLOW FOR PROPER CONDENSATE �C & SNOW MELT ZONES DRAIN. PROVIDE LIMESTONE FILTER ON DRAIN � � � m B A � � B OAI� D H � AT � f� � CH ED U � � UNIT MANUFACTURER �c ELEMENT FINS HEATING DATA COVER DATA SERVICE SIZE PER GPM 10' MOUNT HEIGHT REMARKS TAG MODEL N0. (IN x IN) FOOT CAP / EWT F LWT F WPD FT HEIGHT WIDTH STYLE COLOR BTU LF OF ELE�v1ENT C ) C ) C ) WCHES AFF � ) � STRERLING SENIOR LOWER LEVEL ALUMINUM FINS, 1e" COPPER TUBE X SR-Gi-55 HOT WATER HEATING 2f3 x 3I3 50 350 .50 140 115 .50 10 9.8" 3'i" WALL WHITE 30% PROPYLENE GLYCOL. PROVIDE 6" END ACCESS PANEL FOR CONTROL VALVE „X„ INDICATED ELEMENT LENGTH. SEE THE FLOOR PLANS FOR SIZES V�./ , V � U �l I T H � AT � R � CH � D U � � � cu � UNIT MANUFACTURER 8c SERVICE LOGATION TOTAL HEATING C01� DATA ELECTRICAL DATA OPER. 'C� � TAG MODEL N0. CFM WT. REMARKS � 0 � � ° CAP (MBH) GPM EWT ( F) LWT ( F) PD (FT) W V PH HZ (LBS) �j y � �uH � �r/� •� � STERLING HS-118A CRAWL SPACE CRAW� SPACE 420 9.4 1.9 150 130 2,2 9 115 1 60 26 PROVIDE UNIT MOUNTED T-STAT. �1 � � 1 O � � � � T � � � .� � � � � � P AN � Of�l TAN 1-< � CH � D U � � �, �' � ,� UNIT MANUFACTURER 8c TANK ACCEPT DIMENSIONS CHARGE OPER. RELIEF WATEI� OPER. � � .� � SERVICE LOCATION VOLUME VOLUME PRESS. PRESS. PRESS. TEMP. WEIGHT REMARKS �`� � � � TAG MODEL N0. (GAL) (GAL) �IN iN (PSI) (LBS) (PSI) ( F) (LBS � ,'�' � C ) C ) � , � � - ET AMTROL BOILER PLANT MECHANICAL RM 14 11.3 22 15 15 30 30 140 115 OR EQUIVALENT � EXTROL 90 SYSTEM � � �ET AMTROL SNOW MELT \�s' ..t EXTROL 60 SYSTEM MECHANICAL RM 7.6 2.5 11 23 15 30 30 120 85 OR EQUIVALENT W N � f� OOM AIf� CONDiTIONING U �IIT AMBIENT ELECTRICAL DATA OPER. UNIT MANUFACTURER 8c S�RVICE LOCATION COOLING TEMP COMP FAN WT. REMARKS TAG MODEL N0. GAP (MBH) RLA HP REV DATE: DESCRIPTION: ( F) MCA V PH HZ (LBS) NO: A� BREEZAIRE WKCE 2200 WINE ROOM CRAWL SPACE 2.2 78 - 1/5 - 120 1 60 200 ELECTRONIC THERMOSTAT A PUMP � CH � DU � � T�TAL ELECTRICAL DATA vate: fiE�Pro�e�c# UNIT MANUFACTURER 8c SERVICE LOCATION TYPE GPM HEAD RPM REMARKS 9/13/04 24455 TAG MODEL N0. (F T� H P V P H H Z DraWn By: che�xed By: INTERLOCK WITH BOILER BFW AEC P TACO BOILER MECH RM CIRCULATOR 23 6.5 3250 115 1 60 • � CIRCULATION S C H E M A TI C D E S I G N N O TE S. �aNTRO� PANE� P INTERLOCK WITH ZONE �/( 1. THESE DRAWINGS ARE COMPLETED TO THE SCHEMATIC DESIGN LEVEL. � TACO PRIMARY LOOP MECH RM CIRCULATOR 25 2.0 3250 115 1 60 lY1�CHANI�AL FINAL DESIGN OF THE MECHANICAL AND PLUMBING SYSTEMS IS THE VALVE END SWITCHES RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. P INTERLOCK WITH WH-1 EQUIPMEl�!T � TACO WH-1 MECH RM CIRCULATOR 8 15 3250 115 1 60 � 2. MANY DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN AQUASTAT COMPLETED AT THIS TIME. IT IS THE CONTRACTOR'S P BASEBOARD RADIATION INTERLOCK WITH ZONE �JCHEDULE� RESPONSIBILITY TO TAKE THE INFORMATION GIVEN HERE AND � TACO & FAN COIL LOOP MECH RM CIRCULATOR 10 6.5 3250 115 1 60 COMPLETE THE` DESIGN PROCESS. VALVE END SWITCHES PRIMARY SIDE OF P INTERLOCK WITH SMR TEMPERATURE 1F STAMPED DRAWINGS ARE REQUIRED, THE ENGINEER WHO OVERSAW � TACO SNOW MELT HEAT MECH RM CIRCULATOR VAR 6.5 3250 115 1 60 THE FINAL DESIGN WILL BE RESPONSIBLE FOR STAMPING THE FINAL 5 EXCHANGER SENSOR SCAL�': NONE DESIGN. ARCHITECTURAL ENGINEERING CONSULTANTS, INC. MAY BE 3' AVAILABLE TO WORK WITH THE MECHANICAL CONTRACTOR IN THIS P SNOW MELT INTERLOCK WITH TEKMAR 664-1 TACO MECH RM CIRCULATOR 15 20 3250 115 1 60 CAPACITY WITHIN ANOTHER CONTRACT. � LOOPS CONTROLLER ` � SCHEMATIC DESIGN DOCUMENTS 9/13/04 3 of 7 , -� COPYRIGHT 2001 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. ��. O �� ,--� " " 00 � '� � ' � o N H � AT � � CH AN � � I� � CH ED U � � ,� � � � PRIMARY SIDE SECONDARY SIDE � � � � UNIT MANUFACTURER & TOTAL BOILER WATER SNOWMELT WATER SERVICE LOCATION REMARKS � � �°. o TAG MODEL N0. MBH MAX MAX O a� EWT ( F) LWT ( F) GPM PD (FT) EWT ( F) LWT ( F) GPM PD (FT) �,,,) � `� � � �^ o� HX 30% P.G, ON PRIMARY SIDE � .� `"' .. � POLARIS SNOWMELT SYSTEM MECHANICAL ROOM 160 14Q 110 12.5 2.0 95 120 15 2.0 N 1 50% P.G, ON SECONDARY SIDE �� � y c� V � �, w � v� ,F . 4�3 ,� �r o ? � .� � � � � A R D � VI � � � CH � DU � � � w � � � � CFM INLET FACE MAX � � � o � UNIT FRAME MOUNTING � � � MODEL N0. USE ` FINISH SIZE SIZE S TY L E S O U N D L VL R EM A R K S � �� � a, TAG MIN MAX (IN) (IN) TYPE LOCATION �N�� � � � � A UPC-01-2430 100 385 RETURN FILTER STEEL CONSTRUCTION U v � � #26 WHITE 14"? 25X14 1 SIDEWALL 20 4� � °� � O RETURN .10 MAX PRESS DROP � � 0 t� . d- � FILTER STEEL CONSTRUCTION � � �, � BO UPC-01-1218 100 365 RETURN #26 WHITE 14"? 20X14 1 SIDE WALL 20 °'� RETURN .10 MAX PRESS DROP � � � - O PRICE LBP 15B 170 400 RETURN ANODIZED 4X60 4X60 BARI GRILLE � SIDE WALL 25 ALUMINUM CONSTRUCTION � � D PRICE LBP 15B 170 450 RETURN ANODIZED 66X3 66X3 BAR�NGRILLE 1 KICK SPACE 27 ALUMINUM CONSTRUCTION a' , a ; O PRICE 530 75 100 EXHAUST #26 WHITE 8X8 8X8 LOUVERED � DRYWALL 2� STEEL CONSTRUCTION FACE CEILING � N OWM � I� T � CH � DU I� � UNIT MANUFACTURER 8c ESTIMATED SURFACE TUBING TUBING # LOOP GPM PRESS SERVICE USABLE BTUH/SF DIA. I.D. SPACING OF LENGTH TO DROP REMARKS TAG MODEL N0. MAXIMUM ** NET AREA (SF) FINISH R-VALUE (IN.) (IN.) LOOPS (FT.) MANIFOLD (FT.) �SM WIRSBO hePEX LOWER STAIR QUARTZITE 105 125 STONE 2.5 "n" 6" 1 210 SM � � WIRSBO hePEX PARKING 320 125 PAVERS 2.5 n�� 9„ 2 212 � � � SM FRONT DECK, STAIRS QUARTZITE � � WIRSBO hePEX 455 125 2.5 "n" 9" 3 205 C/1 3 ENTRY & TRASH STONE � 1 ,� �/ O SM MASTER BEDROOM QUARTZITE � WIRSBO hePEX 105 125 STONE 2,5 "n,� 9�, 1 140 � M`T"I Q.� �+ DECK h�+-� •� � �, • � � � 5 WIRSBO hePEX HOT TUB DECK 245 150 Q�TONE E 2.5 "n„ 9" 2 160 V1 � � � - 4� � � � - SM WIRSBO hePEX GUEST ROOM DECK 30 125 QUARTZITE 2.5 n,, 9" 1 40 � � 5� STONE ,�.� Q„� � _ '� � U - ** MAX. LOOP LENGTH 250 �.F. AND A 25 F ?T @ 120 F EWT C�? -10 F FOR SNOWMELT TUBWG � 38 F SURFACE TEMPERATURE. � � �j. r--1 , ' �'" •*•-I Q� °�a � � � � '� � _ � OUV � f� � C -- � DU � � � � � . � � UNIT MANUFACTURER FACE PRESSURE � SERVICE LOCATION CFM �SIZE „ VELOCITY DROP % FREE FRAME FINISH REMARKS � TAG 8c MODEL N0. (L x W ) AREA TYPE (FPM} (IN SP) � ��� EAST WALL METAL CLEAR ALUMINUM CONSTRUCTION RUSKIN ELF811 SH FC-3 OAI 750 36X18 600 0.05 44� WOOD 1/4" GALVANIZED INSECT � LOFT LEVEL WALL ANODIZED SCREENING METAI. CLEAR ALUMINUM CONSTRUCTION LV RUSKIN ELF811 SH 44% WOOD 1 4" GALVANIZED INSECT 2 FC-2 OAI UNDER DECK 400 30X12 500 0.05 ANODIZED � WALL SCREENING TIGHT TO CEILING LV DARK ROOM METAL CLEAR ALUMINUM CONSTRUCTION � WOOD 1 4" GALVANIZED INSECT 3 RUSKIN ELF811 SH EXHAUST UNDER DECK 200 18X12 475 0.07 44% ANODIZED � WALL SCREENING 12" UNDER DECK LV DARK ROOM METAL ALUMINUM CONSTRUCTION 44� WOOD 1 4" GALVANIZED INSECT q. RUSKIN ELF811SH VENTILATION UNDER DECK 200 18X12 475 0.07 WALL SCREENING UNDER DECK LV NORTHWEST WALL METAL CLEAR ALUMINUM CONSTRUCTION � RUSKIN ELF811SH FC-1 OAI FIRST FLOOR 450 12x18 850 0,05 44% WOOD ANODIZED 1/4" GALVANIZED INSECT REV DATE: DESCRIPTION: WALL SCREENING TIGHT TO CLG NO: �� NORTHEAST WALL METAL CLEAR ALUMINUM CONSTRUCTION 6� FIRST FLOOR 44� WOOD 1�4„ GALVANIZED INSECT RUSKIN ELF811 SH BATH EXHAUST 300 12x18 500 0.05 ANODIZED WALL SCREENING TIGHT TO CLG CLEAR ALUMINUM CONSTRUCTION , ANODIZED 1/4" GALVANIZED INSECT SCREENING 12" UNDER DECK = � � � 1--I AU � T � /� f�l � CH ED U � � Date: AEC Project# . ELECTRICAL DATA NOISE OPER. 9/13/04 24455 UNIT MANUFACTURER 8c TOTAL FAN ESP SERVICE LOCATION RPM LEVEL WT. REMARKS TAG MODEL N0. CFM RPM (IN) W V PH HZ (SONES) (LBS) , DraWnsY: cne�keaBy: , BFW AEC GANG W/ LIGHT SWITCH E� PANASONIC FV-15VQ3 B XHAUST CEILING 120 1120 0.25 800 39.6 115 1 60 1.5 15 IN SAME BOX SCHEMATIC DE /� T T SI GN N OTES: B GANG W/ LIGHT SWITCH MECHL').N1�AL EF PANASONIC FV-11VQ2 BATH 006 CEILING 100 850 0.25 800 14 115 1 60 1,5 15 W SAME BOX 1. THESE DRAWINGS ARE COMPLETED T0 THE SCHEMATIC DESIGN LEVEL. 2� EXHAUST FINAL DESIGN OF THE MECHANICAL AND PLUMBING SYSTEMS IS THE E�UIPM�NT RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. EF BATH 107 GANG W/ LIGHT SWITCH �: � FANTECH FR 125 EXHAUST INLINE 100 932 0.35 800 21 115 1 60 1.5 15 IN SA�,�E BOX. 2. MANY DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN SCHEDULE� COMPLETED AT THIS TIME. IT IS THE CONTRACTOR'S EF NICHE 206 GANG W/ LIGHT SWITCH ; RESPONSIBILITY T0 TAKE THE INFORMATION GIVEN HERE AND � PANASONIC FV-08WQ1 EXHAUST CEILING 70 1145 0.35 800 93.9 115 1 60 1.5 ` 15 IN SAME BOX COMPLETE THE DESIGN PROCESS. PANASONIC FV-20VQ3 CEILING 150 932 0.25 800 21 115 1 60 1.5 15 IN SAME BOX. SCI�f.I.E: �ON IF STAMPED DRAWINGS ARE REQUIRED, THE ENGINEER WHO OVERSAW EF BATH 205 GANG W/ LIGHT SWITCH THE FINAL DESIGN WILL BE RESPONSIBLE FOR STAMPING THE FINAL � EXHAUST E DESIGN. ARCHITECTURAL ENGINEERING CONSULTANTS, ING MAY BE - 3. GANG W/ LIGHT SWITCH AVAILABLE TO WORK WITH THE MECHANICAL CONTRACTOR IN THIS EF BATH 006 PANASONIC FV-08WQ1 SIDEWA�L 70 850 0.25 800 14 115 1 60 1.5 15 IN SAME BOX CAPACITY WITHW ANOTHER CONTRACT. 6 EXHAUST INTERLOCK W/HUM161STAT • E� COOK GC-420 �E HA OOM INLINE 200 1145 0.35 800 93.9 115 1 60 7 5 - A V RRI S�HEM TIG� DE TG� b��Uf��NTS 9/13/04 4 o f 7 p 0 COPIRIGHT 2001 ARCHITECTURAL ENGINEERING CONSULTANTS;INC.J o � G 5 STU6 � 00 ^ � � — — — — — ,� .,0� 300-E g B B � L6 -*-- i � � L5 4 - AI � � 4 � � + » � � �..:✓ � ,� �--+ N 2x 8 � MouNr A M�N�MuM oF 3 -o � o �n Ay�AY FROM ANY OPERABLE 1 ►- v' V o0 � 1 Q /� IMNDO�►S. Q c% �� a � / Q � � C� ..�.._ � � p� O � � � � o �� N �� 14x8 O 4 � � �� � � c� � O O 1 � A v� �' � „ O � 4� ,`c�� N O � �. Y a _ � K�T�HEN _ ,� � � � _� - ISTING . EXISTING � r"'' �p oo �d _ BEDR OM DROOM BEDRO�M '"— �i W � � 7n� _ 1 w � ��, o � �.. �- _ -� � � � � p g g� .TO FC-i I I � � � � Nu-HEAT /;� � '� ° � NU-HEAT TO BB . CLOSET RADIANT lJ C ET RADIAHT FLOORING 0 � '�' � � � iFLOORING I � C.� � E-+ o NU-HEAT � � � 30x4 ( RADIANT Q � ' 6 F I FLOORING _ O � AT 3 B TH $ 8 ---��� —`� a g"� F I � I G 9 � , DEMO THE EXISTING ° 6 � SHEET DETAIL N � TES To F�-2 SIDE ARM AMTROL � ` �,.:J � � 1 80 GALLON VVATER M�U T SIDE ALL SLOTTED OUTLET PLE UM I THE KICK SPACE � HEATER wET s R �1 � � 450-R p PROV�DE UPC 67 TRANSITIONAL ELBO�h( N � �� - - -- - - - - - - � �IOUNT IN THE MOUN7' SIDE�yALL SLOTTED OUTLET PLENUM 4" BELO� THE H K PACE O FINISHED CEILING HEIGHT. PROVIDE UPC-67 TRANSITIONAL a � ELBO�V a % �OUNT SIDE ALL SLOTTED OUTLET PLE U� JUST ABOVE THE �. � I � BASE MOLDING. PROV�DE UPC-67 TRAIVSiTiONAL ELBO�y `-' Q ' LIVING RM � 4 O � 4 CEILING MOUNTED ROUND SUPPLY AIR OUTLET. O � FLOOR MOUN1'ED R�UND SUPPLY AIR OUTLET 1�►ITH UPC-88-Z0 � COAT -- 4 � C!� 6 � TO BB �T Q SCREEN FED �IITH BEL��y. CLOSE � 4�.� ; V� . —,.. ,� ENTRY 6� 3/4" GAS TO GRILLE OR FIRE PLACE � B , g T � O LIVING O �„� C•,, 12 I 7 � � � 3 � 1" H�yS & H�IyR FROM FC-3 & GUEST R00� BB DOVyN 1'0 B-1. � I RooM � � � ENT Y � �P TYPE "A" FIREPLACE � " '�"� � - - Q$ 14X3i" EXHAUST D0�11� IN STUD 1^IALL TO LOtiII�ER LEVEL CEILING SPACE, FLUE YENTS & HOOD. E ACT � � � 10 SIZING TO BE OORDINA D � � � TH THE FIRE LACE � n/ � ' " B 1" Hy1�S & H�1�1R FROM BOILER UP TO FC-3 & GUEST ROOM BB. UFACTURE r�-+ m 9 4 Tp BB — O SEE SHEET M2.2 FOR CONT�NUATION. � Q� Q _ ROOM ST RAG f�tJ E ++ ENTRY I '...' � � � � . (2� 10 ? C.A.I, UP INTO FIREPLACE BURNER SECTIO . COORDINATE � _ B R 10 THE EXACT POINT QF TERMINATION VV�TH THE CUSTO�) FIREPLACE 3 � 3 H -- 14X8 UP MANUFACTURER. Q I 14x8 RETURN AIR UP & DN � �` . � � — 2 � Q � � '� — � � — - - - - � � � a 8 � � � � F• �4 STO' AG C C ( � '� �� 2 1 � ( F.P.HB I � . (� I I 4 � � FLOOR I FLOOR ( I I � � DRAIN ��a I ' ( � �o I I � R --�► (2} 10" C.A.i. � I I 1 6 SQFT � ,,,,,�,, TO FIREPLACE _ - _. _ J I I � 40 30XA2 L 2 J I SNOIII►MELT �IAh�IFOLD � T O S N O�f M E L T Z O N E 1 I � � I MECHAN � � I I 465 5QFT � I I FLOOR B U I i DRAIN OfL00R S„7 I I DRAIN I i I I I � E7 I I I R�V DATE: DESCRIPTION: NO: � - - - - - - - - - - - - - � � _ � � - - _ ( I 200-E L3 200-OAI L4 $X . o 1.� �� � ��, UP � SNO�►MELT MANIFOLD ROU TE TO SN�V`II�IELT ZONE 3 4" PVC - v UNDER � GROUND 4� pVC FLUE VENT & COMBUSTIOtV AIR I nac�: a�crno��ti# � � � INTAKE UP INTO TRASH ROOM. , P I�/� 9�13�04 2445s Drawn By: Checked By: I� BFW AEC SCHEMATIC DESIGN NOTES: -,— — _ ._.. — — --, _ _ _.., TH I „ L4WER LE�VEI - 1, THESE DRA�yINGS ARE COI�PLETED TO THE SCHEMATIC I�ESIGN LEVEL. �� " SNOy,IMELT I�ANIFOLD TER�IINATE 4 PyC FLUE YENT � FINAL DESIGN OF THE �IECHANICAL AND PLUI�BING SYSTEMS IS THE (� TO SN04NMELT ZOIyE 2 & COMBUSTION AIR INTAKE RESPONSIBILITY OF THE RESPECTi1/E C0�(TRACTOR. L O �IE R L E VE L M E l.i H A I� ( C A L P L A I� I� PER THE �IANUFACTURE'S I � FI�ST �LR � RECOMMENDEQ CLEARANCES. P 2. M��y Y DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN SCALE 1/4" = 1'-0" � I - ME�HAl'VII..AL COMPLETED AT THIS TIME. IT IS THE CONTRACTOR'S PROyIDE ADD ALTERNATE FOR � RESPONSIBILITY TO TAKE THE 1NFORMATION GIyEN HERE AND ` HEAT FAB STAINLESS STEEL COMPLETE THE DESIGIy PROCESS. I AL 29-4C. CONCEIyTRIC FLUE I �NT�N�. PLANS ' IF STAIVIPED DRA�N�ItyGS ARE REQUIRED, THE ENGINEER INHO OVERSA�I�I ( � I , n _ , n THE FINAL DESIGN �NJILL BE RESPONSIBLE FOR STAMPING THE FINAL SCALE. 1/4 -- 1 - U � 320 SQFT DESIGty. ARCHITECTURAL ENGINEERING CONSULTANTS, INC. MAY BE OR�"I ( I 3. qVAILABLE TO �IJORK �yITH THE MECHANICAL CONTRACTOR Ity THIS ' CAPACITY 1�ITHIN ANOTHER CONTRACT. � I FI R ST F�DOR M E �H AN I CAL P LAN , sca�E t/4„ _ ��-o„ _. � _ _. _ _ � _ � _ � _._. -- �GR�IV�TIC DESIGN DO�UME�ITS 9/13/04 5 of 7 A CAPYRIt�IT 7(1fN.ARG�IITFGTtiRb FHC�NFFRIH6 P.l1pl�ii TANTt INC O N � � 00 � +�-� � cc� � � CCf � �y � � � c�i� ,� U � � � � o � O v� � ° � � , � � i bA •� `-r � p .� ; N � � ; � A � w .� � �N � d= o ?� ,� '� � � � - t�A a� � � � �. o , � w � . o W � � , � WALL CAPS /EF s4 �' � '"`'C' � �'`� 5 � ,� C/� �1 ""'" � SM 30 SQFT � � � � � +-� ,� ,..� n 3 O - - -4- - - - - - - V � � 0 � � 0 '� � 105 SQFT ` . � � ° BB � � � 00 I ' �, °O AST R O I I —" � � Bg � .� i » o 0 0 . _ ,. � - ADI NT a � O « g - - - — �' - - - - - F 9 TO-BB-� 4 Wo MASTER SH EET DETAI � �l OTES T ���� � 385–R A BEDROOM — ___ 25X14 MOUNT SIDEWALL SLOTTED OUTLET PLENUM JUST ABOVE THE o _ _ — — — — _ O _ �' — — — — — — — � — — — — BASE MOLDING. PROVIDE UPC 67 TRANSITIONAL ELBOW _ _ _ _ _ _ _ 11 � TO FC– 11 NU–HEAT EF WALL CAP � MASTER �–�-- O MOUNT SIDEWALL SLOTTED OUTLET PLENUM 4" BELOW THE I RADIANT g CLOSET I 14x6 2 2 FINISHED CEILING HEIGHT. PROVIDE UPC-67 TRANSITIONAL � FLOORING ,o � ,.,? t O T f � f E��oW -._ 3� CEILING MOUNTED ROUND SUPPLY AIR OUTLET, 12 � -- - -- - 4-x�6— - - „ � � 13 14 FLOOR MOUNTED ROUND SUPPLY AIR OUTLET WITH UPC-88-20 � o _ O SCREEN FED WITH BELOW. � — �O SAND O 7 � OO 25X14 B B C M j � MOUNT SIDEWALL SLOTTED OUTLET PLENUM 8'-0" AFF. PROVIDE � - - - - - ' - -� � � � 2 2 5 � I - � O UPC 67 TRANSITIONAL ELBOW, I I � � 7„� I I SNOWMELT MANIFOLD O - - - - - - - - - - ' O 3/4„ GAS TO GRILLE OR FIREPLACE. TO SNOWMELT ZONE 5 i � i 1�1 Q� � - - - - - - - - - H TTUB � M�i � � � I I � T� I 7 1" NWS & HWR FROM FC-3 & GUEST ROOM BB DOWN TO B-1. � ( V1 � •/�'� � a � I I I� � SEE SHEET M2.1 FOR CONTINUATION. — - - ( ( - O I� � .�, ' — �- - - - - - - - - --� � � � � - - - - - - - 8� 8X3'i SUPPLY DOWN IN STUQ WALL TO FIRST CEILING SPACE � � � - - - - - - - - '� � � 9� 4„? ALUMINUM CLOTHES DRYER VENT DN. - � AN D I NG S5 , � � �' ;"'� OFFSET FIREPLACE FLUE 10 (2) 14x6 RETURN DUCTS UP THRU MASTER CLOSET CEILING 245 SQFT s n , �O ,—� CC� VENT IN THE VERTICAL `� �r-1 - - - - - - - 11 9„� SUPPLY AIR DOWN THRU LOFT FLOOR TO MASTER C�OSET „ ,� �� � C� � T _ _ _ _ _ _ _ CEILING SPACE. REFERENCE SHEET M2.2 FOR CONTINUATION. TYPE A FIREPLACE TEKMAR 093 SNOW MELT � , �� � TO BBO FLUE VENTS. EXACT — SENSOR / SOCKET o 12 (2) 14x6 RETURN DUCTS DN THRU GUEST ROOM FLOOR SIZING TO BE COORDINATED 1 !'�'I � WITH THE FIREPLACE � � � BB O MANUFACTURER � OFFICE 3.5 �3 (2) 14x6 RETURN DUCTS ROUTE THRU JOIST SPACE 6 ( �� - - - - - - - �4 (2) 14x6 RETURN DUCTS UP THRU LOFT FLOOR CONNECT TO I - - - - - - - O UNDERSIDE OF FC-3's MIXING BOX. I � � 400-R � 4X60 � MOUNT 12„ ��' i BELOW CEILING _14x8 RETURN AIR DUCT DN �� � ___. o — — — — — — — — I = � == -= = = I ° ❑ - - = - - - - -- - - - = — �� ° ° _ _ _ _ __ �� . Ogg � =_ = _ �— __ � 3.5 ' REV , . NO: DATE. D�SCRIPTION: ,. NOR1H NORTH _ F � ECON D �I�OOR M ECH AN I CAI� P I�AN TN I R D �I�OOR M ECH AN I CA � P �A �l SCALE 1/4" = 1'–p„ SCALE 1/4" = 1'-0" L Date: AEC Project# 9/13/04 24455 Drawn By: Checked By: BFW AEC SCH EM ATI C DESI GN N OTES: 1. THESE DRAWINGS ARE COMPLETED TO THE SCHEMATIC DESIGN LEVEL. SECOND & FINAL DESIGN OF THE MECHANICAL AND PLUMBING SYSTEMS IS THE THIRD FLQQl\ RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. ' 2. MANY DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN (''� T �' COMPLETED AT THIS TIME. IT IS THE CONTRACTOR'S MEI...HANI�ALr � � RESPONSIBILITY TO TAKE THE INFOF�MATION 'GIVEN HERE AND COMPLETE THE DESIGN PROCESS. PLANS HE TF NAL DE�SIGNI WILL BEE R SPOINS B�LEHFORNSTAMEPINGHO OVFINALW ' SCALE: 1/4" - l� - On DESIGN. ARCHITECTURAL ENGINEERING CONSULTANTS, INC. MAY BE 3' AVAILABLE TO WORK WITH THE MECHANICAL CONTRACTOR IN THIS CAPACITY WITHIN ANOTHER CONTRACT. .� � � SCHEMATIC DESIGN DOCUMENTS 9/13/04 6 of 7 m COPYRIGHT 2001 ARCHITECTURAL ENGINEERING CONSULTANTS,INC, rt`� � . . . . � . .� . . �. � . � . . . � � . . . . . . .. .. � � . � . � . . � � . . . � . . . � � . ` _ . � . . .. . . . . . � � . � . . . . . . . . � . . � . . � � � . � � � . . . � � . . . . . � � . � � � . . � . . . . � . . . . � . � . � . . : . �. N � °� � _ 00 , ^ � b � � � � O r� � U � C�/� ,� " 00 � � ? � O � � p U � � � � b.p .� � .. p r� ('�1 , , , A � � � � � �� 4) � N o � � .� � aA ,? � ° � � �, W � � � � � x � � , � � � � _ _ ., � � . � . �..� '� � _ � � � � = _ _ _ _ � ( � U ° ° a� � � � I � I I ;�-� � � � � � � � « H I � � � � GUEST RM ( I I ( � � � II � - - _ _ _ � I I ° � o - - SH EET D ETA � f� OTES ° � � � � — � � - = _ _ = _ _ = � � � , O� MOUNT SIDEWALL SLOTTED OUTLET PLENUM SERVING UPPER ( I I I CORRIDOR THRU WALL JUST BELOW THE BEAM. PROVIDE UPC-67 I TRANSITIONAL E�BOW I I I I OLOFT FLOOR MOUNTED ROUND SUPPLY AIR OUTLET WITH ( I I UPC-88-20 SCREEN FEED WITH BELOW. ( ( I � � — — — — — — — I � H 2 - - - - - - - 3 (2) 14x6 RETURN DUCTS DOWN THRU LOFT FLOOR BETWEEN ( � I O � O O JOIST TO MASTER CLOSET CEILING SPACE. REFERENCE SHEET � 4 3 O 3 750-OAI M2.2 FOR CONTINUATION. I I � � � �c L1 „? 36X18 4O CEILINGPSPA EIR REFERENCE SHEETF 002 F R CONTINUATONT ( ( I I �9"? I I � I � 5 1" HWS & HWR FROM FC-3 & GUEST ROOM BB DOWN T0 B-1. I I � 7 O SEE SHEET M2.1 FOR CONTINUATION. I � � - � � II �� 6 MOUNT FAN COIL UNIT UNDER LOFT BENCH. THE ENTIRE FRONT � C/1 O i -- - - - - - - i O PANEL ON THE BENCH SHALL BE REMOVABLE FOR UNIT ACCESS. I I ( � Q� � � _ � II � I O O � � O MOUNT FC-3'S O.A.I. LOUVER A MINIMUM OF 10, �„ AWAY FROM � � � � ( � ( THE LOFT TOILET ROOM WALL CAP SEE SHEET M2.2 I I (I I , Q � 4" PLATFORM FaR � EXTEND OUTSIDE 'AIR INTAKE DUCT THRU WALL & CONNECT TO I I M� N �''� � I ( HOTTUB � BACK SIDE OF MOTORIZED MIXING BOX I � �I I � E.�.i � � I I I � I I� � � '� � , � I I � I I� � Q � � i- -- - - - - - - -� � � � � � �- - - - - — — i � � � I I `-_ -' � � ,.� C� .. � � I I c� � � � � ; ; II � � � � I � J � � Q� �° � `� i i ii � � � � _ � r---i � '!� � I � ( � � •� I � � ) � � � ( ( � � I � I � I � I� �I � 1 %� II � — ( ., I� �I — � o � = = = = - - = = =-= - - = ° — = 3 - = = - -__.- - � _ — NO DATE: DESCRIPTION: '., � � „.,d �. � � � � . . . . . . .. . � � � .� . . . . . . � . � . . � . . . � . .. . . . � . . . . � . � � � . . � � . � � � . . � � . . � � . . � � .� . . . . . � � . . . . . N4RTN NORTH �O �T �1�00R M ECH AN I CA � P �AN R00 � M ECH AN CA � P �A �I SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0" Date: AEC Project# ' 9/13/04 24455 Drawn By: Checked By: BFW AEC SCH EM ATI C D ESI GN N OTES: LoFT � RoQ� 1. THESE DRAWINGS ARE COMPLETED TO THE SCHEMATIC DESIGN LEVEL MECHl3NICAL FINAL DESIGN OF THE MECHANICAL AND PLUMBING SYSTEMS IS THE ' �p RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. ' � �T � 2 MANY DETAILS AND SPACE COORDINATION ITEMS HAVE NOT BEEN PLAl r S COMPLETED AT THIS TIME. IT IS THE CONTRACTOR S RESPONSIBILITY TO TAKE THE INFORMATION GIVEN HERE AND COMPLETE THE DESIGN PROCESS. IF STAMPED DRAWINGS ARE REQUIRED, THE ENGINEER WHO OVERSAW SCALE: 1/4" = 1' - Q" THE FINAL DESIGN WI�L BE RESPONSIBLE FOR STAMPING THE FINAL DESIGN. ARCHITECTURAL ENGINEERWG CONSULTANTS, INC. MAY BE 3' AVAILABLE TO WORK WITH THE MECHANICAL CONTRACTOR IN THIS CAPACITY WITHIN ANOTHER CONTRACT. _ e _ SCHEMATIC DESIGN DOCUMENTS 9/13/04 7 of 7 `4 . . . . . . � . � . . � . . . . . . . � . � . . . � � � . � . � . . .. . . . . . . . . � . . � . , - �COPYRIGHT 2001 ARCHITECNRAL ENGINEERING CONSUITANTS, INC, �, 't _ _ , �� � � �.r, .... z�j � . � . . . . . . . ... � . � � � � � . . . � � . � � � . � � �o u"1 . � � . � �p 00 C� N s O �,,,; V �, , . ct- p„ � o � � � �O � N N . . � . . . . . . � . � . . � � � � � . . �� . . � . . . . . . . .�W .� . F�' ^ V � d. O � ^ F-- � . . . . . . . . . . . . . . � � � . . . . . � . . . . . . . . . . R.. W . . . .. � � � .. . � . . . � . . . . . . . .. . . . . . . . � . . .'. : 1 � , Q A201 A201 ° - y � 1 2 1 NEW � 2 � 1 � o � � � " A301 A300 A302 A300 F A301 A300 A302 A300 `` v s � _ 0 . � PRIVACY � M . 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SLAB UNIT 7 EL. 100 -3 � ,� — — GRADE EL. 100 -3 8170.0' GRADE , EXISITNG GRADE 8170.0' CHANGE DECK RAILINGS : ON THE BACK SIDE TO P R o � E c T : z333 GLASS RAILINGS D R A W N B Y : MA _ DATE : 2.09.04 REVISIONS : 218.04 1 NORTH ELEVATION - APPROVED NORTH ELEVATION - PR�POSED 2. .oa 1/4�� = l�-o,, 2 1/a.° = i�-o° PERMIT ISSUE 3.24. 4 CD 5.18. CHANGES TO APPROVED PLANS 6.09.04 rt . PEC 8,16.04 �� - ����..� . _ :�. _��. _N �� ..w � . . . . . . . .. . . . . . . . . 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FACING ' � a T.O.PLYWD. - = o; _ � : - � - : - 0 - � � o - = _ a - _ _ ; _ __ __ , 0o i �o , , I � , i CEDAR / � / � o - � , / � / � o - � I I I I , - j SIDING / � / � �f�"�---1 - I � ( � / � / � �r-�-_-_� - � � I / \ / � - t S ROO ER�RA�CE I � / � / \ - �---� � � � � ' / w3 \ / \ Q -_ 4" C PER ` � , / \ / \ Q -_ � OOD CA �,NDRbI � � O I 1 ws / � � I ' ETAL FRA I I ���,' �O �AIL � / � � � � HITE GL PANEL aD i �❑� �� - - �� �,� ��/ ; �/� �� ❑0❑❑ �0 /f /� ff /,� - C / � / / _ ❑❑ NEW i! - � _ A4oz / _ _ ( _ / � n ROOF DECK ; i � T.O. PLY ; I I I � \\ — � ❑ � �� � ❑ I �� � EL. 126'-8" � � `� _ � Wz � 5 a ❑� � - � ❑ �-� ❑0 i � � aaoz � � \ ` � / . � . . � _ .. . . _ � � � � �.�� . . . � � � \ _ _. . . � � � �. J� J� .J� J. � � � �J � � � . � � � � . .. - � - _ - � / \ � OOD � ������i � ( � - � / \ � I I�J���I I I I�/���I I IIII /� I : G ,, � S j TONE PI ' " _ _ _ _ / � _ - - / \ II �� I , / \ E - - � ` _ NEW _ -- / 1 -- BEAM - � � - - OFOFICPLYWD EVEL I � � — — — - — — - � - — — — — '� i 1 S � \ i EL. 120'-4 1/4" �� i �``� � � C� C� D Y STA K � � l�J W � _ / C PPER CLAD / �/� , � � � _ / = WINDOW _- / \ _ / _ �� i - - _ / O ER,TO j Q �'/'� , � r � , � OPPER � � .. �� wl � N W CO PE aD �; _ � � // a� � ' SCO E UP = ;:- �� - '` �� �� � t � � � s u � �� � � � O ��0 � ��� � ; s� � DO LIGHT) `. �� � ���< � � _ � % �� � ��� � : � � ''�� � �� � � / ���� � � � � �� � _ _ - _ � � � � � � o � � � � � � � / � � � � � \ � I �� � � � � �� � � � � � � � �� � I ❑❑�❑ �i �� � 0 � � I � ❑��❑ � � � � � � � � ' � C� � � � � ��� � ❑❑�❑ � � �� � � � � � � � � �` � � � � �❑�❑ � � `� � � � '-'� � � � � � ''� � � � � � � cb P odR -- � ��� � � � � � � � � � � � � -- �� � - �� �� �j � � ��� � � � � � � � � _ �� '� / _� � � ���� � � - � � � j _ � ���� � I I � � EXISTING � � � �� � � ��� \ � � � � � � � � \ � � � MAIN LEVEL � � � � � ��� � � � � - - � � � � � � � - � � � -� � � � � �� - � - _ �- - � � _ � � T.O. PLYWD. � � � � � �� � � �� - — _ � � a a � � Q � f EL. 108'-8 3/4" � 1 .,, �� � i_ � � � CHANGE TO FRONT ELEVATION: W o0 4 � '� 3 ' � � - PRIVACY RAILING J � , u� -- � MECHaNica��cRaw�sPacE � A401 _ � (METAL FRAME, WHITE GLASS, WOOD pC � Q o C� o ,�— \ - _ \ CAP _ — � - � _ � ) Z r N,- N � - ROOM ADDITION ON BACK SIDE � _ � _ , �EVE� �� �� (STUCCO, COR-TEN ROOF, CEDAR FASCIA) � SOUTH ELEVATION - APPROVED SOUTH ELEVATION - PROPOSED 1 1/4" = 1'-0° 2 1/4" = 1'-0" PROJECT : 2333 ' DRAWN BY : MA DATE : 2.09.04 REVISIONS : 2.18.04 2.25.04 PERMIT ISSUE 3.24.04 CD 5.18.04 CHANGES TO APPROVED PLANS 6.09.04 : PEC 8.16.04 �,� -._ .� r_..., . . �, _, f; _ �' ,_. . : ;t e� e ,. ��s��� � ELEUATION . �� SOUTH ELEVATION - PROPOSED � 2 1/4" = 1'-0° � � � v, � �o �.r, _ � 00 0. N O � V � � , �. � 0 � � � 142'-9�� _ _ _ _ _ _ — .o � T.O.PLYWD �"`� N . � . � � . . . � � � .. . . . � . . . . . . W �� . . � . . � . . � � � � � � . � � � . � � � � . . . � . . . . . . . .. � �.,� . . . � . . . . . � � . � � , .. . . . . � U � �. . .. O NEW COR-TEN � a ROOF c�, ,;; NEW COR-TEN METAL SNOW � c Q ROOF 137'-11° GUARD . . , METAL SNOW T.O.PLYWD. — — — — ` � GUARD CEDAR SIDING 2 PART- o (/� W CEDAR FASCIA °s Q 2 PART- COPPER FLASHING �� z ' � CEDAR FASCIA ^ 6�� HIGH , , � � GUTfER GUTTER� • � _ 1 � a o3 COPPER FLASHING ON ' a os � � a4oa CEDAR PARAPET WALL v� `'" SIDING DIV7 DIV7 a STUCCO SECBK ' . SECBK � �. STUCCO ' ' _ � - - - - - - � - _ J OUTLINEOF - - - - - - ' , �� � NEW BEDROM UNIT#7 Q � . . OFFICE BEYOND � T.O. PLY ; ' — — — — — STONE PIER EL. 126'-11 1/4" v O - , O _ - � � _ • _ _ � a :. , . , _ � , _ � • - UPPER LEVEL - L T.O. P�YWD. ,. EL. 117'-3" 1 WEST ELEVATION - APPROVED 2 WE_ST ELEVATION - PROPOSED 1/4 - 1 0 1/4 - 1 -0 _ d . . � . . . . . � . � . . � � . . . � � . . . . . . .. . .��.. p NEW ROOF q BEYOND � �� . � W � W : o a � � __ �o -- �o � �a � - - _ C�� � - - _. o 0 - = _ D _ � , _ _ _ O _ - , �Q - �Q - _ � , � , , � � �� � � � a� - � � � I � � I � � STONE CA �� \ �� \ I � I � '"'''� oc ° STUCCO M TCH #9 � � � � STONE VE EER I � ( �'`,. � � � , � � � � Q � I - . I �- Q I � . „ . I � . , I I �..�..� � � � � � - - - - - - --� � _ - - - - - -- - - _ � � � OUTLINE I OUTLINE I � , . OF BUILDING �F BUILDING L , , ` BEYOND BEYONQ , �_ � I I �1� I I ' F PROJECT : 2333 DRAWN BY : MA DATE : 2.09.04 REVISIONS : 2.18.04 2.25.04 PERMIT ISSUE 3.24.04 CD 5.18.04 PEC 8.16.04 ��� •�� �� �; „ � ,� 3 EAST ELEVATION - APPROVED 4 EAST ELEVATION - PROPOSED � , 1/4" = 1'-0" 1/4" = 1'-0° F , ���S��Y ELEVATION . ��- _ � :� , �j� � � t� _ , � , �,, s+o �n �t � � V � � . � ,. _, o . . . . � .. . 44 ' Q\ . . ALL RFACE AREA WALL SURFACE AREA ` • }= 48 sq.ft 310 sq, ft `O v°. � 14 sq. ft L�W GRA 310 sq. ft. BELOW GRA o � ''� � 29% 1d0% 93/o � � � - � v=, 'd' 0 . r... � � ~ � Q W � - � ._ � � GRFA CALCULATIONS: (PREVIDUS) GRFA CALCULATIONS: OUTSIDE OF � � • o � EXTERIOR WALL � ' � � � r�°` EXISTING: � I ",! � 3 � L.L. - 924 sq. ft. EXISTING APPORVED: BASEMENT WALL SURFACE AREA SQ, FT, I � �► z 15T. - 1073 sq, ft. L.L, - 113$sq. ft. WALL 5URFA E AREA HATCH INpICATES BELOW GRADE � 2ND. - 5d3 sq. ft. 1ST. - 115d sq. ft. $g Sq' ft 4 4 WALL SURFACE �„ _ TOTAL EXISTING: 2464 sq. ft, 2ND. - 759 sq. ft. d% BEL�W G AD TOTAL WALL SURFACE AREA: 1088 SQ. FT. � I� AREA � 3RD, - 40 sq. ft: a a INTERIOR CONVERSION: TOTAL EXISTING: 3087 sq. ft. �� Sq� '� � � L.L. - 1615q. ft. BELOW GRADE SURFACE AREA: 827 SQ. FT. I 84 sq. ft. BELOW � � , 15T. - 55 sq. ft. BASEMENT DEDUCTION: % OF BASEMENT DEDUCTION 76% �GBRADE � or .4,: 2ND. - 105 sq.ft. 1138 x 76°/a = 865 sq. ft. " ' TOTAL: 321 sq. ft. RELOCATE 865 sq, ft, � •— 3RD. - 221 sq. ft. t,,.,�/ 250 GRFA ORDINANCE BY TOV L,L. - 72 sq. ft. (300 sq, ft. x 76%crawl space) 5 � � <104 PREVIOUSLY USED> 572 sq. ft. GRFA � s 146 GRFA ALLOWED PER TOV +40 RELOCATED EXISTING sq. ft. ' WALL SURFA AR � �..� TOTAL GRFA: 186 $0 sq. ft � % BELOW GRA �r � • ti�' � TOTAL PROPOSED GRFA: 2931 sq. ft. WALL SURFACE ARE WALL � o SURFACE WALL 310 sq. ft AREA SURFACE 310 sq. ft. BELOW D 42 sq. ft AREA 100% 0% BELO 44 sq. ft GRADE 100% BELOW ° _ GRADE � WALL SURFACE CALCULATIONS � '= 1 � F..` 1/8" = 1'-0�� ,, * . . . . . . k. . . . . �:'' � . . . . . . . � . I . . . � � ' . .. � .. - . .. , i . . . .. . . . � . . . � . .. : � ' � .. � ... i. i.� �� . .. . . . , ❑ �� � //���/��� � � . ' � � ' //�'''�//� \`t «1 � � . � � . . . � . . . . � DECKBELOVV . ..� � �.. � .. � � . . � . . � �� . . � . . . � � � � . .. . . , .. � . . .. . . � . .. � . . I . . � . � � .. . . . . 2nd FLOO ":�2 6:'z ROM BASEMENT � u �' � � 759 sq. ft. - �'�' �""'� . W � �' � M = a � _ = = s �� �� �, � o � � � // a �'' ,,,,,-,�• 15t FLOOR 1150 sq. ft � 3r FLOO i - - - �, L� � � � ' � y � � _, — — — a�E � 40 s . ft. � � - �� �` LOWER LEVEL LINE OF EXISTING � ( � i..- - - _ _J � � I 1138 sq. ft _ OVERHANG — � �� BASEMENT CTI 1138 x 76° = 8 5 s . ft. _ �� g. LINE OF EXISTING � a �� . - / FOOTPRINT r.o.cHiMNer —' ELEV 820 •� -� Q42'•I!4'� ?� - - - --I ( � —r� l � _ _ _ � II I I I I � � � r� � .� ----____^ , .��. , _--,1-.1 — _e�== ° = ° ° ° ° — _� � _�r�-,��_ �``�:: � �����=��=����� � , ����=u°���� P R 0 J E C T : 2333 � . I . _ J � DRAWN BY : MA ` CONVERT CRAWL SPACE T I � DATE : 9.D7:04 BASEMENT . ' , . BASEMENT DEDUCTION: 300 x 76% = 228 sq. ft. I EDGE OF � I R E � � S � d N S : � 72 sq. ft. GRFA DECK BELOW � I � � . — _ � - - - - - -- - - � �INE OF . . i � � DECK ABOVE I .-'�`yh .v.V1X . � � �' . .�� . u � ��� � � �� 6� N N - �. � � �. , . . ���s�� _ BASEMENT CALC. § � � � a ` � .. # � �. �.� .�. � .� Y_ � �,�. :_ --�--� � # -;, LOWER LEVEL FIRST FLOOR SECOND FLOOR THRID FLOOR �� 2 iis�� = 1�-0° 3 i�e�� = i�-o° 4 iis° = 1�-0�� 5 1is�� = i�-o° C � . ��� � . � T� . . . . _ _ ___ . __ __ __ ._ __ _ ._ _ . _ ._. __ _ _ _ _ . . __ _ . _ _ . _ . _ __ .. _ . r�• �^ �n ..... �o �.n � � 00 0� O ~ c.� r'' r.. i . .y- ALL S FACE r —' � � AREA � °� 48 sq, ft � o _ vr 4s N � o N � r'�+ � v � � � — Q • r► -- -�—�__=___----- � 3 � � � � 2 ( I ' - O � � ( �' WALL SURF CE BASEMENT WALL�Ck�_3-A-�.� , FT. I � y � 89 sA ft HATCH INDICAT��� 3 � � 3 � o o q' � � � °G Q/o BELOW 6 6 TOTAL WALL SURFACE AREA: 952 SQ. FT�j I I � ____� ' ;�' I I I REA SURFAC �, � BELOW GRADE SURFA�E AR : 3 SQ. F�: ( i 71 sq. ft � � � �j ( 00% BELOW � �+�, % OF BASEMENT DED � Il� 78 �,�,� I I � � � I � �5 � .,-,� I '�'� Lt3WER LEVEL: 209 SQ. FT. � I � � 4 `--� � —__--��_____ "" WALL SURFA E � `=� � I� —I I ( ( I -C AREA ( I � 80 sq, ft 4 � � � � i % BELOW n __ y ° � � ---� � • .,.. ( I Ii � WALL SURFACE � � � AREA � I Z67 sq. ft z2s sq. ft. _ J I $4% BELOW —— � • � r � WALL SURFACE CALCULATIONS 1 lia�� = 1�-0„ J � � W �,,,�'! _ '� � - -� -� --�- � �„n � � � � � O 4 952 sq. ft. (EXISTING = LOWER LEVEL) � � 78% IS UNDER GROU D 743 sq. ft. BASEMEN CREDIT �"L� � Q ��' �� 209 sq. ft. LC?WER LE L EXISTING - U.L. � 52B sq, ft �J � � �� � Q Q """f� W � J � GRFA CALCULATIONS: CALCULATED TO THE OUTSIDE FACE OF ❑ C� �,� EXTERIOR WALL OR PROPERTY LINE � � � �■ EXISTING: � ■� 208sq. ft. (existing lower level 952 sq. ft.78% � below grade 743 sq. ft, basement deduction) EXISTING - M.L. 983 sq, ft « 983 sq. ft. (existing main level 1087 minus 1Q4 (1087 sq. ft-104 sq, ft, previaus 250 credit) of the 250 sq. ft,) 528 sq. ft. (upper level) 1719 sq. ft. (GRFA) <2000sq.ft,> ALLOWED II II ii II II II II u 281 sq, ft. (GRFA) � � O � � �� �� �� �� �� ��_�� � � � �� � �� �� �� �� � � � � ��---- - ------ ---J� J L_ _�.J ii u n ii u i � P R O J E C T : 2333 -------� �I II II � D R A WN B Y : MA Ij I� �� � �� DATE . 9.07.04 I� I) �� (� ( REVISIONS : �I �I � � I� � �( �. � I � jl �� � � - � � � �L_ ____ ________J� — — — — � �.. , � 4 f�s�y , ; BASEMENT CALC. � LOWER LEVEL FIRST FLC)OR SEC�ND FLOC)R 2 1/8" = 1'-0" 3 1/8" = 1'-0" ' 4 1/8° = 1'-�° • _ '�«;�,,� _; ;; � , � � n �,,k � Co O� 9 � � V �' 1'►+. . !�" . ' J � � '°` � , `Q v�. �' � o. _. e� � ^ _ � c.,i � �; 0 � r�► � e7r. �L W � I I ' � . ( I � ' � � ' . � ~ , 'i"► � aC �.+� , v � ' , � _ O � � r+.t . �+'1 . a . ' � � ..,,,, ❑ � . _ , � �` � \ � �� \,� \ � . /// � ���.� � , /%�/r� \� • � ` REMOVE�� oE«��, 0 _��� v I — _ — • EXISTING ��z ��: 528 sq. ft. <40 sq. ft � � � VI�IS a � ,_ _ — ,.� 488 sq, ft. W � a _ a � EXISTING - 983 sq. ft (1087 sq. ft minus 104 .—. � � 0 ATE G �-- — — — --� BASEMENT DEDUCTION previous 250 e I I �' � - - - 209 sq. ft. - - - „ s . ft. I I . . � � . NDGE � ii . . � _ I (952 sq. °o b � I OVE HA GISTING � I I . � 4 grade) � t._ _. ._ _ � � — — � LINE OF EXISTING � FOOTPRI NT r.o.cHiMNer � ELEV 820 -7� ._ _ � (142'-I/4'� 4 __ __ - _ T� ( I i I I -=� _ _ _ � I I � � I — � � � . , , _��--��_ =_f== ° ° ° = = = � — �� ����i=ii=i���� . CRAWLSPACETO I � � ����J=�=1���� BASEMENT • _ J I � � , CONVERSION . � - z�o sq. rt�s�io I I J BASEMENT DEDUCTION � _ 59 sq. ft. GRFA . ' I EDGE OF . I.L.I �/� I DECK BELOW � W ' � � - � — — � -- - - - - - — � ■_ — � � � � . �.. LESS THAN 5' FOR , � � BOILER TO SIT ON � �,,,�j -�i ` , : ' W � Q � , �C V N � " � � � -J w N .,_ � � "" " � � �- �, - W �= 1 LOWER LEVEL FIRST FLOOR J � iis�� = 1�-0„ � iie�� = i�-o�� 3 SECOND FLOOR THRID FLOOR l�s° = i�-o�� 4 sia�� – i�-o° � �— �-_ � _ � � � � � _ _ � H PRQJECT : 2333 DRAWN BY : NU1 GRFA CALCUL4TIONS: D A T E : $.30.04 � CALCULATED TO THE OUT5IDE FACE OF EXTERIOR WALL OR PROPER?Y LINE , EXISTING: REVISIONS : 209sq. ft. (existing lower level 952 sq, ft. 78% below grade 743 sq. ft. basement deduction) 983 sq. ft. (existing main level 1087 minus 104 previous 25Q credit) 488 sq. ft. (528 sq, ft. MINUS 4Q sq, ft.) (second floor) . 261 sq. ft. (221 sq. ft. PLUS 40 sq ft ) (third floor) 1941 sq. ft. (GRFA� 59 sq. ft. (GRFA- move to crawl space) 270 sq. ft. of crawl space ° 78% basement deduction 59 sq, ft. af GRFA �„���-� , �� �, , �� ��'� S , � , (0 GRFA ta remain) �` ,� t , J � �� a w _-�� &�,�. . .. .. .. . . . . . . . . . � . . � . . . . . . . � �gJ ... .. �� . . . . � . . . � :' � .....� _ r � ���� BASEMENT CALC. l F _ : �� . . . , . : �ri v �; � � eo N O r.; �`y �'d � . � � � � � . r0 �'3 � � � l"V � Lil 1�► F� P+ e � � �: O � • 1'�.. �- Oa � W 3 , r� .a o°c y t.0 � H � Z O � aC W . � �. . . . . O I ( I I � � � a _ , , , /7� �1..,. \ir/ .,,,,,, . . . , � � y � • k.. o — � \ �/////�\ � . \ . : \ . �/�r//� \\ p � ��� �� , . . . . . , . REM��1��� . DEQLBELGW � . � . . . . � O . .. . . .� _ __'_ '__ • - .� � � � � 21 SQ. . .. � ���. ION � EXISTING &�� &�� 528 sq. ft. - <40 sq. ft o � NEW EXIS a � 488 sq. ft. � � EXISTING - 983 s .ft (1Q87 sq. ft minus 104 � LO ATE G r � � � � ASEMENT DEDUCTIO previous 250 e � S ft. ( �� . . O7 SC'� Il. � . RIDGE 'a ( I . � � . LINE OF EXISTING � I I 52 sq. °o b � I OVERHANG � �— — — — —� � � z LINE OF EXISTING � � � FOOTPRINT E•�veioM�is�� (142'•Il4� � '� z` NEW GRF I ���� u � 146 sq. I. p +� . 0 � �� 86ESqOR CONVERSION � o, �; � II ? � z � � , � - � � J ' � I I O O O ��``�� ==#__ ° ° ° ° ° ° "--'`"`�..� � _J � :� : CRAWL SPACE TO � I W (�� BASEMENT _ � i CONVERSION �t 27a sq. ft 7g°io 0 � BASEMENT DEDUCTION � � ' —� 59 sq. ft. GRFA � � EDGE OF � DECK BELOW � � � ' • � � - - - -- - - - - -) W O O LESS THAN 5' FOR � ' ' � `� BOILER T!J SIT ON �� �� �; . I . � y����� � . I . �,.,� �� � ' ' Q � W � LOWER LEVEL FIRST FLOOR SECOND FLOOR THRID FLOOR --� � �' 1/S° = 1'-0° 2 1!8" = 1'-0° 3 1/8" = 1'-0" 4 1/8" = 1'-0° ` � �� x � ,. ,.: -�`� ., �■ �� l Z -I �/� PROjECT : 2333 GRFA CALCULRTIONS: D R A W N B Y : MA CALCULATED TO THE OUTSIDE FACE OF EXTERIOR WALL OR PROPERTY LINE D A T E : S.3O.O4 GRFA: REVISIONS : 268 sq. ft. lower level (basement deduction 209 sq. ft. + 59 sq. ft.) 983 sq. ft. (existing main level 1087 minus id4 previous 250 credit) 488 sq. ft. (528 sq. ft. MINUS 40 sq. ft.) (second floor) 261 sq. ft. (221 sq. ft. PLUS 40 sq. ft.) (third floor) 2000 sq. ft. {GRFA allowed) INTERIOR CONVERSION: 186 sq. ft. - L.L. � 63 sq. ft. - 1ST. 125 s4. ft. - 2ND. 374 sq. ft. -TOTAL 250 GRFA CREDIT: 104 sq. ft. - previously used � � � � � � � � � � � � 146 sq. ft. - 2nd floor � � P ��, � � � zso sq. �. � � � � � � � � �� � � � BASEMENT CALC. � � �: � � � � . . . .. . `�4 , . ... . � . . . . . � . . . . � � . fj � � � � . . . . � r , „ � �����6y � � � _�� • __ � � f,; � ,f,,.. RIDGE OF UNIT 9 �8210.1' I � � --- — `o � PROPOSED RIDGE °O °` � 8198.0' � � � n� • d; . � � . � . � . J � Z � a � . . . J � . � . . . . �, . . . � . � �' �� . I � W � O� I � I � � � � ( � � ( a' r-II I t„� � '�; ( I � • � ! RIDGE OF UNIT 8 � j � Q �: � i $200.7' ( ' i ��' �— j � � � � i �� � i i I I i ; � ! , I I j � � i i ' Q ; --j ; O � ��`�� l� I ( � ( ' � I i i �,,� ,s,, � �� � ( i i , � � I ' � � . �� � . . � � j � . � � � . H � . . . . . � . I •1,,,� .. O i i ( i � "_ I � v �,,,__ � � � ( I � o � ' ( , I ' I � � � � ; � ' ( `^ j I I � ( � � � I ( °� i / (i ^r� -F... i � ' � ; V■r / \ Ii ( �i I I; II ( i ' �� i � � ' ' ; I ''' ' � � I � ' i�� �� I � � ,. ' � 'I' \ ' I 'I� i EXISTING � �� I!I'" � ' I��ii I i (� , � ; UPPER LEVEL I � ( ' � � T.O. PLYWD. I(I' i (i�l i � � i I ' � I � I � , � — — — � — — i j , >, � • EL. 117 –3 ; I I) ' I � �- � / � i o � �� \� � i L� � � \ / ( / ` I � �_-� I �� �� I � ' I� � i I • � ' � � / � i �� EXISTING � ( ; ', � MAIN' LEVEL � ' T.O. PLYWD. _ i I I I �i i I EL. 108'-8 3/4" � � � i � � i ( I j ' � i Q � � � � � � ; I ,i � � l ��j � ' � i �� �� � � i � i ' � �, � � ' / � � � l :� �� ' � � j � I I i i , i i, i I ii � � I � � f � �I� `� ( I I ( � ` / � � i . � . � \ J � . . �' � I � I I � I I (I f � i f � I � i I I ' � ( . I � f � ( • \ � ( / i o ( UNIT 9 EXISTING \� I LOWER LEVEL � T.O. SLAB : UNIT 7 I • – GRADE � 8170.0' - � w 1 NORTH ELEVATION - EXISTING Z� i�4 — 1 o I - � � � � _ � ° z �. � _� RIDGE OF UNIT 9 8210.1' PROPOSED RIDGE � . �� 'i 137'-11" � � " 8208.2� – SURVEY � PROPOSED RIDGE �� v1 8208.2, � �� I I ; Q c� i ' ( i i i � . NEW COR-TEN � ( I � � O O ROOF I � � � I � METAL SNOW � i i �o GUARD I NEW � � I I � COPPER , � , �� � Q 2 PART- , SCONCE I i CEDAR FASCIA $° L GHT)O W5 A� i I i i i � �� STUCCO I j ( � i � � �� ^ EXTEND PRIVACY � � �J 'I WALL'W/COPPER ( � � I �� Q Q ROOF DECK ADD HIGH 4 COPPER GUTTER CAP WINDOWS -i _� T.O. PLY w� ME S H RAIL I..I�� EL. 126'–$„ CHANGE � 1/2 ROUND COPPER ( CO CURRENT WINDOWS GUTTER �� � TO WINDOWS/ � ALL EXISTING ALUMINUM oouB�E 000RS `, � � `� PELLA WINDOWS TO BE NEw coPPER = � � � � � ! � � � � 1- ONCE UP `� / \ I � STUCCO� � REPLACED POINT 5 owN �i�H-ri � � � W6 � � � W�o w9 , � , �' Z � � �� i � � � � ,� COPPER CLAD TO MATCH 4�� coPPER � i 1 � I , _ � � NEW WINDOWS MESH RAIL / , i CHANGE CURRENT ' �f� EXISTING 1/2 ROUND WINDOW/ DOOR i � ( UPPER 1EVE COPPER � TO SINGLE WINDOW � I T.O. PLYWD. GUTi"ER , , _ i � 5. ���1�.�' �--�.. l�,�st� `i�H'U�� EL. 117'-3" — — � � I' � i � � , i � � , � �� �ti �fll��`,p ��1r A oz NEW CO ER S � I � � � / � �1 (UP/DO LI �T�,'� / \`�, /i!� ; i �� Wl� � � cHaN�E � �/ \ Wi/ �j� ( P R 0 J E C T : 2333 4" COPPER �/ � \ CURREN IN W / \�/ �' ( � �1 D R A W N B Y . M A MESH RAIL / os � TO DOU E DO R��,��� k�/ II� � � ( i I �� I D A T E : ZA9.O4 � i� � I; ( NEW BALCONY i i i I I �� R E V ( S I O N S : Z.�S.O4 � , MA NTILEVEL STUCCO �: � � ' , � COPPER ' , , _ _ � (� i 2.25.04 T.O. PLYWD. � � , � � � i� � _ �QWN sPOUT � ,, � , �ERMIT ISSUE 3.24.04 EL. 108'-8 3/4" � I ; �� I i i �I CD 5.18.04 , �, �� � ; '� � ;i �� �i�5 A4oz � � � ; �I, a-T� i / � � �� � � ` � � ' � ; wi3 \ �/ \ �/ � ' ' � I � !/ /Jwia�\ \ / \ wi5 j � � z / � � \ �� \ �/ i I . . . . . �4 . . . UNIT9 \ /\ � / � � I i \ EXISTING - � LOWER LEVEL � ' T.O. SLAB UNIT 7 E�. �00'-3" pE � ELEVATION G RA 8170.0' i � : � EXISITNG GRADE � I � NORTH ELEVATION - PROPOSED � 2 1�4„ _ l,_0„ ' � `4� _ _ . . _ . _ _ ._ _ __. __ . _ _ -- . _ _. . --_ _. _ _____. _ . ___ f i i 1� �,^y� �d1 �.i � �O 1./1 � �p � � CO O� N Q �z . RIDGE OF UNIT � � PROPOSED RIDGE I 8210.1' � o � �-. 8208.2' z � � I J h- � � ( W � O� � Z i N d J j I � � O � � I , N � � a � � i, ( n�w.l � o I � � Q, ,,`�'� n. � � 4 ( i , � , I RIDGE OF UNIT 8 i ` � , ° � � $2a�.$ � �� � � "� W � /� �, � ���� � � � �� ; � � o� -� -� � � � , , ,���❑ �� ° � � oo �❑ ❑❑ � � ; � � � � � � � � � -� � ❑ � �❑0�� � ❑ �❑ � -� � ° ; ; � � � � ' � � , � ❑��; ❑�� , ❑� � ; � , i � � i�� , i' � `r., � i � � � .,,,_ I i � � �l � � L � � �� �� �� � I l r ' , I I ' ��, ,, '- I ( I � , , � � I I����I I i � ���� � I� � �� i ' � � � � �� �n � i ' i � � � ( _� J � _ ' ' � ' � � ) � v I � • � UPPER tEVEL � � ( — — ( T.O. PLYWD. o � � ' � i � EL. 117'-3» �� � ' , � aa a� � ; � � � �� - � ; . � � , � ,� �� � ❑00❑ ; � ; � � � � � �, , � , , , � � � i � , ' � � � ❑0�❑ - i ` � �, ' ' � � i � � � � ! � ! � ! � ❑��❑ � � , � , I j a ' � ; ��; rl ; � � i I , , , � o ; � , , � � ❑��❑ � � � ; � \ , � � � � � , I , i ( � � i � � \ / ( MAIN LEVEL � i j i I ( i` i � _ `� ( I \ l � _ T.Q.PLYWD. � � � � ( i `. � � _ � �i _ r EL. 108'-8 3/4" ! � - - - - -� ' — � - -�' � I � UNIT 9 UNIT 6 UNIT 7 � � SOUTH ELEVATION - EXISTING 1 1/4° = 1'-0° ( I � � COPPER SCREEN I F FOR FLUE W 2 PART Z � � � . . � � . J . . . � z CEDAR FASCIA � �J � EXPOSED BEAM a RIDGE OF UNIT 9 � � PROPOSED RIDGE � PROPOSED RIDGE COPPER CLAD � 821 W (,/7 a > >� WINDOWS - SAME Q `f� „� 8208.2' I O 137 —11 ALIGNMENT W/ M. �' I � 82os.2 -suRVEY __ CHANGE COPPER MESH � _ BEORM N. Facirvc (�q�LING TO PAINTED STEEL � 0 0 - -- o 0 �, ° _ __ _ � � � ; RIDGE OF UNIT 6 � , �� � 8199.i 6' ' i CEDAR / � / � - _ � i � I SIDING � / � / � �0� - � I � I � � W O O � I i j / \ / \ = D� ROO ER�RA�CE / � ( � L..ri , / \ / \ ❑ _ - / � � i W3 Q - 4" C PER �� j O RI I L 1 ws I \ � �� i � _ � � � j � � �� Q - _ _ _ _ � � ; � _ ❑❑ ❑�❑� �� �- _" �Q„ �� �� �� NEW W Q� _ � ; _ ,aaoz / � ROOF DECK �7 \ — i T.O. PLY �, "F•{,,, / � � � EL. 126'-8» �'�`�•� � � — � / wz \\ � 5 � � ❑ � ❑� '� . . . � . . . . . . � � � /�O \ - A402 � .. � - . . \ . . ' / . . � . � � _ � � _ � � � I- -II_ _ll- J� J `- J� J i-�i--1 � - - I I \ I I I I � / I I � Z � - _ � / 1 � S oo� ���� , , ���� II i I , � TONE PI = - - - � � � - � JL � I NEW =� -' .._._.._._ _---.. ' / \ i E — — � -0FFICE — LEVEL - -_ / l - ' BEAM T.O. PLYWD. � V� — � — — — — EL. 120'-4 1/4" S � \ � � � D Y STA K � ( _ / = C PPER CLAD � ( , _ � � _ , / = WINDOW � � � �� I O ER. TO / � � ' I � I ; OPPE j ' wi N W CO PE I ; ; _ / \ � � a� �D P R 0 J E C T : 2333 i SCO �CE (UP � � 5� � � � �o u�H ) _ � � � % H� � ❑❑❑ � � DRAWN BY : MA � � � � � DATE . 2.09.04 ; ! - e u u � �� � ❑�0❑ `� � ' ` - a � � ❑��❑ �i; � � �`� 1 �� �� Ew � & _ \ = REVISJONS : 2.18.04 � � � \ Q C�OPP OO�R - \ � � � I Z.Z5.O4 � � � ❑ _ � � ❑❑�❑ Ex►sT�N� PERMIT ISSIIE 3.24.04 � / � � � � " � � � MAIN LEVEL CD 5.18.04 L�� � — � � �� ` I \ � _ _ _ _ _ _ T.O. PLYWD. � ��, b� � / a I I / EL. 108'-8 3/4" C1 7i�f�vv� Y�PdvS � � i ° ` �� � , -�' -� CHANGE TO FRONT ___ _ ' --- -- � �� ELEVATION WINDOW � 3 la MECHANICAL/CRAWL SPACE A4 CONFIGURATION UNIT 7 ___ � �Q � � - � � _ � � ;NT , N ; EIEVATION V LEVEL t\ t �_ 2 SOUTH ELEVATION - PROPOSED 1�4�� _ l�_0�� _ ��, .._- � _ __ ___ __._.. , _ _,._. _ ._ , �.. __ : , , �.- � , � ., � ,. * � � �� � � ALL RFACE AREA WALL SURFACE AREA 48 sq. ft 310 sq. ft 14 Sq. ft LOW GRA 310 Sq. ft. BELOW GRA o , 29% j QO% / / 93/o I ; II � � � — — — — � GRFA CALCULATIONS: (PREVIOUS) GRFA CALCULATIONS: OUTSIDE OF � � EXTERIOR WALL � i EXISTING: � \.J � i L.L. - 924 sq. ft. EXISTING APPORVED: I 15T. - 1Q73 sq. ft. L.L. - 1138 sq. ft. BASEMENT WALL SURFACE AREA SQ. FT. I � 2ND. - 503 sq. ft, 1ST. - 1150 sq. ft. WALL SURFA E AREA HATCH INDICATES BELOW GRADE 'I TOTAL EXISTING: 2464 sq. ft. 2ND. - 759 sq. ft. 0% BE OW G AD 4 4 WALL SURFACE 3RD. - 40 sq. ft. $ $ TOTAL WALL SURFACE AREA: 1088 SQ. FT. AREA INTERIOR CONVERSION: TOTAL EXISTING: 3087 sq. ft. � BELOW GRADE SURFACE AREA: 827 SQ. FT. 95 sq. ft i L.L. - 161 sq. ft. 84 sq. ft. BELOW � 15T. - 55 sq. ft. BASEMENT DEDUCTION: % OF BASEMENT DEDUCTION 76% GRADE i 2ND. - 105 sq. ft. 1138 x 76% = 865 sq. ft. 88/o i TOTAL: 321 sq. ft. RELOCATE 865 sq. ft. � � 3RD. - 221 sq. ft. I 250 GRFA ORDINANCE BY TOV L.L. - 72 sq. ft. (300 sq. ft. x 76% crawl space) 5 ' <104 PREVIOUSLY USED> 572 sq. ft. GRFA � 6 � 146 GRFA ALLOWED PER TOV � � I +40 RELOCATED EXISTING sq. ft. WALL SURFA AR ; TOTAL GRFA: 186 80 sq. ft 6 5 i /o BELOW GRA � TOTAL PROPOSED GRFA: 2931 sq. ft. WALL SU FACE ARE URFACE WALL 310sq. ft AREA SURFACE 310 sq. ft. BELOW G AD 42 sq. ft AREA 100% 0% BELO 44 sq. ft � � GRADE 100% BELdW GRADE 1 WALL SURFACE CALCULATIONS iia — i -o I I I ; ; , ; .—�----�-� --..._.._. --�— � ---- --�-- �� -- -- �\ � //��i ��\ � � �i� ;�� � ; � ... . . . . . , . . . . � . � � � . . . DECK BELOW . . O . � � � � � . � � . . . . � . � � . � O �� C� � . . . . . . . . � I . � � . . � O - .L.J�7 � .. .. _ _ - � . . � . . . � . � � � . . � � / / � . _ . _ - -. . 2nd FLOO 6:�z 6:11 ROM BASEMENT 759 sq. ft. = M . � . � � � � . � W � � � � . . . � . . . . � M � � . . . . . . � . . � � . � � Q �� / � � . . ,, . . . . . . . . . . . � � . . � _ . . . . . . .. . . . . . . . . . . W � . � . . . � . � . � . � � . � . . . . . . � . . . . � � / � . . � � . . i� . . . . . . . . . . . ,, lst FLOOR 1150 sq. ft / � 3r FLOO � — — — —i � 40 s . ft. I I . . . . . . . . . . � . � � . � _ _ _ . . . RIDGE " � .. . I . I . . . LOWER LEVEL LINE OF EXISTING � � _ _ _ � I 1138 s q. ft OVERHANG o I BASEMENT CTI � _ _ — " 1138x76° = 8 5s . ft. a / LINE OF EXISTWG FOOTPRINT T.O.CHIMNEY ELEV 8207'-7 Sl8° (142'-I/4") - - - '� ( I �' - - - ( �-� I � � I � � � ) � � J � II �_ ° _=f== ° ° ° ° ° ° _� ��4—�-�_ �����_�� i���� � ����=u=���� I I � _ � I CONVERT CRAWL SPACE T I -- BAS E M E NT I . _____ i BASEMENT DEDUCTION: I 300 x 76% = 228 sq. ft. EDGE OF � \� 72 sq. ft. 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O . � � � �� . ki . � . � � . � . . .. . . . . � � . . . � . .. . . �. r�n � O � � . .. . . . � . . . . . . . . . . . . . . � . . . . � � . . . . .. � � � . . . � . � V / � .� � � . . . . . . . .. .. . . . . . . . . . . � . . . . . . . . � � . . �... . . . ... . . . . . . . . . � . . . .. .. .. . . �. � FIRE PRbTECTION FLOOR PLANS � �� � J(�B N0: � z 04-D490 � � _ �� DATE: F . ¢ �Q ° �`° - 4/9/04 �. � o� ° -__ ----_-._;._ _--�.=.�:_. SCALE: 1 /4„= 1 ,_0 DESIGNED BY: � � �R '. CHECKED BY: � TN RD LE�EL ��OOR P �AN � PBM SCALE: 1 4„ _ � >_�„ - � � a,�, SHT OF , � FP2 3 a4� , � � � �_. . ....._. .,... . .......... ......... . . . } . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . � . . . � . � � � . . . . � . . • . � � � � � � . . . . . . . . . . � � . . . � . . � � . .� � � REVISIONS: , �� � ; ; � � i � N d- „�„ JOIST . � o _� � I TOP BEAM CLAMP � � � � A,T. ROD Q \ CEILING W o � � �, � ( � � • � � 1O 1 r" PRESSURE REDUCING VALVE z co O r�' ---------------- ------------ --- — � 2� 1 r" DOUBLE CHECK BACKFLOW I= o r- UO PREVENTOR W/TAMPER SWITCHES W °� INSERT NUT / � � W „ � o ANGLE IRON OR PIPE .._---___ ___. _�. _.. .,_.�.. z WASHER __ ___ � �3 1r F�OW SWITCH O � WASHER NUT � �-� HANGER - SPRINKLER 6 FS ¢ �4 PRESSURE GAUGE ' �- o NUT A.T. ROD O _.y PIPE �r o 5 1" GLOBE VALVE � � � o 0 TO FDC O 1r" CHECK VALVE � � � ,c . � � O � HANGER DETAI � � � NO SCALE � � � d 0 � � � W o � � J x ' 0 m U a: � RISER DETAI � w P2 NO SCALE q � � m � ,� GENERAL NOTES •R, ;'t . . . . . . . . . � . �. . . . � . � .. . .. . . � . . . . � . . . . . � . . . . � � � � . .. . . . � . . . . � � .. . . . . . . . . . .. . � . � . . � . ` .. . . . . . . . . . . � . . . . . � . � . � . . . � . � � . . � � � � . � � � � . . � � � . . . � . . � . .. . . . . . � � . . . � . � . � . .. . . . . .. � 1. SYSTEM DESIGN CRITERIA — WET AUTOMATIC SYSTEM PROTECTION. INSTALLATION SHALL COMPLY WITH NFPA 13 AND 13R (2002) REQUIREMENTS. DESIGN SPRINKLERS PER NFPA 13, 13R AND MANUFACTURER'S REQUIREMENTS. 2. ALL MATERIALS SHALL BE U.L. LISTED OR F,M. APPROVED AS REQUIRED PER NFPA 13. 3. SPRINKLER PIPE IS COPPER WITH COPPER FITTINGS. `�.-�r-.."`'. ' r 4. NANGER SPACWG — COPPER PIPE 8'-0" (MAX) FOR PIPE 1" AND SMALLER RooF / z 10�—Q° (MAX) FOR 1 r" AND LARGER PIPE Y EL. 137Y�tmi° / `ST�RAGE � . . � . . . � � . . � . . . . � . � � . . . . . � . � � . � . . � . . . . � . � � . � . . . � . . . .. . . . . . . . . . . LOFT� EXPOSED D,F, BEA .. . . . . � � � � � � . � � . � . �. �. .� . . � � . . � .. �.: . � l... �. RE� STRUCL.- . . . . n >r. . . . � . � . . . . � . � . . ' � 5/8' DRYWAL � . . . . . . . . . .. 5. SPRINKLER HEADS ARE TYCO LFII CONCEALED AND RECESSED PENDANTS AND nROPPED �EI�iN� RECESSED SIDEWALLS FOR NFPA 13R APPLICATIONS. �p RINKLER HEADS ARE ExPSTR n,F EA•S W/ 5/8• nRYWA�� - , � � � CLOSET CABINET .__ ..--'-- TYCO SERIES "TY-FRB" QUICK RESPONSE UPRIGHTS AND RECESSED PENDANTS 5� DRYWAL w/ ACCESS pANE� FOR NFPA 13 APPLICATIONS. m F�ooR �� . � � � .. . . . . . . . . . . . . . � . . . � . . . � � � � � . . . . . � � � OFFICE ROOF . . � . . . . � . . . . . . . . . . . . . . � . . . � . .. . � . . . � . . . �. �� . . � . .� . � � � . � �. � � �. .� � .� . � � � . . � � � . . � . � T.O. PLYWD. . . � . . � � �UEST HE➢ROOM . . . . .. . . . . � � .� ... . . . .. . . . . �. . � . � . . � . . . . . . � � . . . � . . � . . . . . . . . � . . . . . . . .. . � . � � . .. � . . � EL. 129-3 3/4��. . , . . . . . . . . . . . . .. . . . � .. .. . . � . � . � . . . . r W00➢ --1 � CARPE . . . GUEST ROOM : � � . . . . . . 6. CONTRACTOR TO FIELD VERIFY LOCATION OF FIRE DEPARTMENT CONNECTION , i i r.o. P�rwo. „� AND FLASHING LIGHT & HORN. sie nRVwA ax woon E�. izs•—�i �/a° . . . . � � . .. � .. . . . . . . .. . � . . . . � . � . . . . . � . . . . . . . . . . . . . . . . ... . . . . . � . . . . . . . . . TREAD . . L- ----'� . . .. . . . . � . � � . . . . .. . . . � : . . . . .. . �� .. .. � . . � .. � . . . . � . � .. . . . . � . � . . � � . . � . � � . . . . . . . . .. . . . . . . . . . . . .. . . . � . . . SPACE FOR MEC � . �� � � �.. .� . � . � . � . � .. � . . . . . .. . . . . . . . . . . . . . . .. .. . . . . . � . . � � � � � . � � � � � � � � . . . . � . . . � GLASS � � � � . . � .. . . � .. . . . � .. .. . . . . .� . � � � . .. .� � . ..� � � . � � � . � . . � � . . . � . . . . .. . . . .. : � . . .. . . . . � � � � . . � � . . . � � � . . . . .. . � . . . . .. PARTITID � � � � DR�PPED SOFFI � � . � . � . � � . �. .� � � . . . . . . . � � .� . � . . �. . �� � � � . � ... � � . .. . . . , . . .. . . � . . . � . . . . . . . . : . . . � � � � : . . �. ... � . . �� . : . . . � . .� . � . � . . . . .. � . � . � OFFICE. � � . . . . .MASTER � � . . �. . . . . . . . . . . . . , .. . . .. . . . . . .. ..� �� . . .. . � � � . . .� . . � . . .. . � � . . . . . . � . . . . � � . . . . . . . . .. � .� . � � . . . � . . . .. . . . � .. � � . � . . � . . . � WDOD � — . . . � . ° MASTER � D.4TH . . . � . : . . .. � . . � .. . . . . . .. . �—� W . . �� .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .OfFlCE LEVEL � � � . �CLOSET o � . . . . . . . . . . . . � . . . � . . . � ��. � � . �. . . � � . . . . � . . . . . . . . � . . . . . � .. . . .. . . , � . . . . �. . � � . . � . � rL. T.O. PLYWD. . .. . . . � . . � . . . � � � . � � � . . a. � � . �� . . � .. � . . . . � � .� � . � � . � .. . � . . . . . . . . . � � . . . : � . . . .. . . . . . . � . � . �. � � . . � . . � �. . � � .. EL. 120-4 1/4" .. . . . . � , . � � � � �� . � .� � � . . � . . . . . . . � . � � .. � � �� � �. �� � � � � . . � ...... � � .. � � � � � . � � � . .. .. . . . . .. � . . . . . . . . . . . . � . . � . � . .. � � . . . . . . . .. . � � . . � . �. � � � � . � . �. � � . . . . . � � CARPE7 �N� �� . . � � . . � � �. � . � . � � �� .. . .. . . .. Q . �. � � . . . . . . . . . � .. � � � . ... . . . . . . . . . .� . � ' �. . . . . . , . . . . .. . . . . . . . . .. . . . �. . . . SiONE VENEE .... � � � . � 3/4• GYPCRE � : . . . UPPER LEVEL � � , �. . � . . . ... : � � . Q .� � ,w � . . � � � � � ��� � . � � � � � . � . � . .. � . . � . � . . . � � . . . . . . . .. . . . .. . � � . . � . . . � � � . . . . . . . . . . . . , � . - � 5/8' DRYWA. . . . . . . . . � T.O. PLYWD. � J� . � � � � . .� U �J /�� .. .�. . . . . . .. . . . . . . . . . . . . . . . . . . . . EL 117�_3�� . . . . . .. . � :.. � W .� �. _ rf _ f,- 5�8• �RYWA z w �' w O . . .. � � � . .. . . � . . � . . . � . . . . . . . �. . .� . .� . . . . . .. . . . . . . . � . . . . . . � . � �� . .. .. . . . . . . � ENTRY � . . . -r-r i . . . . . . . . � . . . . . . . . . . .. .. � . � .Q � . W . � � . .. � . .. .. . . .� . .. � . . � � . . . . � � � . . . . . . . . . � . .. . � . , � . . . . . 10'-2' � . � f.T i�� � . � ' � . � .EXISTING�HE�ROOM�. � � . . � . . . � .. � � � � � . . � . . � . . . � � � .. . . . . . . . . . . . . . . . � � � �.� . O �. � �� � . � . . . � � . � . � � . � . �. � � � . � � � . � � � � . . � . . . � ���. ENTRY D�OR .T i� � . � CARPET ON 4 MM . . � . . . . . . � .w � . . . . � � . . . . . . . . . � � � . � � � . . .. . . . . . . . . . . � � .. � . f i� � �� . � ECO-UNDERLAYMENT �. . . . . . . , � . . . . _I C� _ . U Q%' . . . . . .. � � . . � . . � : . . � . . .. . . . . . � . . . . . . . � . . . . . . � � . � . . , . f � . . . . � � �N EXISTING � . . . . . . . . . �.,_ . W . . � .. O � � � � � .� . � . . . � � . . .. . . . . . . . � .. � . . . .. � . �. �. .. . . . .. . . . � � � �.. 2'.STONE rf�i� � � � . �. . � PLYWD, � �. � � � . . � � MAIN LEVEL� . . . � .. � � . . . . . . � .� �. . �� �W� : .� . . . � �. . . . . . . . � . . . � .L0. PLYWD. �. �.J� . — . � . - �E G E N D --- E�. ,oa�-s 3�4�� � >-- o � � __ -- - . � _ \ r, W W � o . . . � . . . . � . . . � . . . � . � . . . . . . � � . � . � —)I I—I I I_ �� � � . . .. . �. 5/8' DRYWAL�` J..,f��/ � � � 5/B' DRYWA � . � � . � . � . � . . � . . �� . � _� � � ;- I I=I I I-I I I-� �, LoWER EVE r , -� { -I I I-I I I-I I I L�� - ENTRY s.r,� o � � r� � � RESIDENTIAL CONCEALED PENDANT SPRINKLER HEAD ��IIIIIilllllllll� _-L _ fsr,,- Ex�sT�N� BEDRaoM uN�T- 8 � c= � � � I I-I I I-I I I -I I I-I I I-I I -=-tl . s,- T 0 SIAe'�� ,, --�- QUICK RESPONSEPENDANTSPRINKLER HEAD =111=1T II-1II_IT_I=111 - - - - - - - - - - - - - - - - - - - - - -_= — E� ,00�-3° I I-1 I I-1 I -_I I I�I I I-1 I 1=1 I -_� = I=_- I =-=I == 1=__= I I-_-=I -_- I-1 - I I I-1 I I-1 I I - - - - - - - I I I-1 I I-1 I I I I_I I I_I I 1=1 I 1=1 I I_I I I-1 I 1=1 I -1 I I-1 1= _ _� �_� _� _ - _ _ _ - - - _III_III_III_III_III_III I _ _ _ _ _ _ _ _ I _ I III III I II II III_III III III III I_III_III_ I 1=1 I 1=1 I I-1 I I-1 I I-1 I I-1 I 1=1 I I I-1 I I-1 I I I-1 I I-1 I I-1 I I�I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=1 I I-1 I I-1 I I-1 I I-1 I I I I-1 I I- F I R E P R 0 T E C T!0 N / RESIDENTIAL RECESSED SIDEWALL SPRINKLER HEAD _iii_iii-iii_iii_iii_iii=iii_ i_iii_ii�_ i=iii=i�i=iii=��i-iii=�ii_iii_iii-iii-iii-iii-ii�-iii=�ii_iii=iii-�ii-iii-i�i_ _iii-� O RISE FLOOR TO FLOOR MISCE�LANEOUS � MAIN RISER JOB N0: 04-D490 '1 TEE ,., DATE: —� ELBOW 8/1 6/04 2 BUI �DING SECTION WEST sca�E: SPRINKLER PIPE P2 SCALE: 1 �g„ _ � ,_�„ � 4,,_ , / - 1 -0 ' DESIGNED BY: JR �; CHECKED BY: PBM � , � SHT C�F � r� � �f FP 3 3 } � � � ; ) �' �� _ �� ,� , �.. � ; ,= � , ' � T,, � � ; � _. , ; :_ f , �- _ _ . . __ . _ , _. _. _ . . . ._. _., ._ _ � _ __ _ _ __ . __ _. . . 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O ` , , � �, G� j 1 ,, ��8�� REVEA�' - . - ` " � W9 PELLA a.uw 3'-3"x4'-8 " T MATCHEXISTINGN/IN�OWS � , �y � , _ . SILICONE SEALANT . i� I � �� � , ,� ` � J-MOLD AT DRYWALL � . � wio Pet.�o, �wM a�-9°x a�-a � r MATCH EXISTING WINDOWS � , ! � . ' � - -� � & BACKER ROD h �' � � — , ` � � , � ' v , �, ,� K� ' - COPPER FLASHING \�`;�,'���`��� �,�`�\` '�`,\\' ; I" WOOD TRIM - - ' ° ' ' � . - � �' � � o � � � ` ` � I (STEP TO ACHIEVE � • , � ,\� . _. , � SHIM SPACE �i"''�"' A\����:� ! � I/2" SHIM SPACE) ' ' , , � M � � - � I/2" TYP @ HEAD 1 % �;�� , a � � ' , , " _ , ' _ , - � � � °� _� � _ 0 ° � , COPPER CLAD WINDOW + � � � " . ' ` � • � � � � �� "� � ' (SEE SCHEDUL.E FOR SPEGFIC TYPE) � 6 3/$" TYP. -yAR�ES-' ( , . - � � - � k •� . , � � _ ` � � ` , � . . _J., + , � '� , . , � 1 ' � V ' • " i , _ a + - I � � _ j „ � A .r . � � , u ° , � i � • ~` � , ' � a � � ` + � • a ` \ , � � � 1 � , � � i TYP. HEAD DETAIL � F � ` � � , , 3�� = 1'-0" _ � ' , ° ', , . , , ,. , � i • . . - � i ` � �, ' � _ - - . t _� , � , , � , � w 4 � ' " _ � � � . I ' , 11'-5��� . , . � i ' ^ � • i � ' + , � , . ' j I ,� Z�_6�� �� 2�_9��� „ 2�_9��� � Z�.6,� � _ � I , , , , , , ! t _ � � . �---- ----- ----.--I , ��� CQ�� . COPPER CLAD WlNDOW � 6 3/8" TYP —{VARIES_ 0 %'�-- - , i � � ; ' - , -, � , ° (SEE SCHEDULE FOR SPECIFIC TYPE) , ; I � ° � �� ; ; j i ' �� ' � Q.'� ' , � � ,�� m i � � � �+► � - p �..�����,.� ���. �, , ' I" WOOD TRiM l �� ; , , A ` , ��/{ �+ •� � SHIM SPACE ' � � _ � i I� v` ���� � •;�\� � �' + �----'' �----- �` o � (\T LG � � . ' ` . ��' ` ' ' I/4" TYP. @ JAMB ��'�������`�t. ' � (NOTCH IN AS REQ'D �—�_ I ___ , � .�� .��, � r—--- `A` , , ' ' —� TO FIT UNDER JAMB . - ° , { * , 1/11E� "*" � _ . " �� , � MAINTAIN SHIM SPACE ) , � , , ' ' � , I � � ,�+ � 4 � �l � I , �„ I/8" REVEAL � � � � " . 2 X STUD WALL �� Z � , • " � a ' � ��((�► ' � , J-MOLD AT DRYWALL ' I � • �= ; r .� ' �i ' � z�_6�� � 8'-5}„ , ' ' , ' ' ' � � AR��►�` � = ," � . � I X HORIZ CEDAR SIDING = - . � - ,& � � ,r, � OVER BUI�DING WRAP �� , � �-'�"°+ ' I � ' , � � ' ;� � / , , � � � , � � � 2,_4�, 8�_3�,�� , _ 6'-6" ` � � ' � , � . � � . ° . , ' I� j,.�./ , � oo � � . ,� 3�_��� �� 3�_Q�� , ' � ' . � � , , � �, � ' ° ` , �, U2" PLYWD �A i' 5/8" GYP BD. OVER ' ' � , � ' . 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' ' TO BE VERIFIED IN FIELD W/ARCHITECT � � � � , ` ' � � � � ° � -, � , o ��� , - _ _ . � , -- � , - � � � , , � . - EXHAUST FANS TO BE PANASONIC ' Q'-�-- - -- � —— —��, - , " ` ' �� — ---'�, k I M1 � M — `HEAT TAPE � /`�� `\\\\ � � . _�T_,_.�� ��, �� IN GU'TTERS �� ` _ i, � ��� � �i�!'� ��� HEAT TAPR ��` � � ��+►' ,_ - NEW OUTLETS/SWITCH PLATES TO BE ,\ , , , ' . ` �� • ' DECORA AND DIVA DIMMERS AFTER PAINTING � ��\ ��\\ `\�� _ � � � /,� \��IN GUTTE 5 �\ _ .�� ' < ' ` .. �\�\ �i� / �� \ ���\ ` �\ �\� N GT TAPE � '�/ , ���. �;�\\ f � ` . , , r � � i � � V� `�'� _ �l ��� � � ��� ���` �'`; �� � '� . - HEATED FLOOR MAT TO B�NU-HEAT , \ , , . , . . ' , - �\�, �� ' ' � / �``� `��` ' � . " � �� �� ��', A\� ����� , � _ _ • . , , , � _ ' � /� GFI � � / � � \���� ' - � � ��� \\�\� \,� ____�____ 1 ` � ,. \ / I / \� \\� � d A���. � o- , , ° � �,.� ' �ub �-- .� � � . `�'' - � � ` . ' . C�� � 1�� �� `� 'I'1 I � � -- . _ T _ . A' �,, �' � ' \� , � � � ° ' ' `" � ' LIGHTING /POWER SYMBOLS ' ' ' � - , ' _ , ��-�� � ,�� ,� , ` � ` � 1 1�IIE � `�'� � I1 t . , .. , r i � s ' ._.-_ � ' , � _ � , � , . 1 � (�l \ ,` � { ��' - - - - -- -- - - ---- - , � • � _ ` , � � CEILING MOUNTED LIGHT(A LAMP) �� , � \� ;Wp � ' i � � � , � . , _ � � � t � � i42� � ; i � ��( � �j, �� HEAT TAPE IN GUTfflRS ABOVE � / I �� /� � . ,' y � y � � , , Q RECESSED CAN (EXISTING) I� � i ��'� �- - - - � ` ` ` ' . } II� \� � . I -- � i , i � ° ' , � • � , 'I i j i�I� , — � - � � a 111� /' ' I � � � � � � , � o aECESSED CAN - LOW VOLTAGE � �{ ti �l' — �- — — -r- ——— — — � `� \ ; � ' � ' i I / I I i I � i II i � // � `� MOTORIZED SHADES I I ( y I //' / \ '� I � , ' , � � � � � � I � ` � � " � - QP J BOX/PENDANT LIGHT ' ��a2, `�.,� I� � �� � � � i � � � � - - � `•�' n�1tii !� �; � � � , 'q� � i , I � _ , , ( �% i � � O� WALL MOUNTED SCONCE � � ` �'� I ° --�----}���- — ' � i t II�P HEAT TAPE IN GUTTERS ABOVE / � I I � ��' , ` � � � ` ; ' . , [ y i � ' � � ; � ' ' , . � - , � SHOWER CAN _ -}— �� ' � , � i � ' i RIDGE . _ , � � � � � �---�� � � \� � — �r � I 3 J � t f G � I I � i � � � �� � � ' ' ' MOTORI2ED j j � � � � � ' � UND�RCOUNTER LIGHT _ ` ' � � i � � �} f � ` � ` , . . I � ALL � � I j r i � SHADES � � a t OUNT � �� � — --'� ; ' �� � ' � I � i I t , i � , , ——— COVE LIGHT • � —% � —; i� � I; ' !� � " . ` I � � � HEa,TTaaE � � � � � ` � I I �! � . � IN GUTTERS � � � i fL Of� ` ` ' > � � DRAIN � i �u � ' � I � � 1 � i ABOVE � ; „ ' ' � I f(_l h � I � � � + � � � � r � i � -- �� SURFACE MOUNT CLOSET LIGHT ,�T�� I I-=�--i � i � 'I ' _ , �--.� � , � � , � , � i � � , MOTION � � r- - -- -' - - f � ' � I ( j i I � � , - � _ ` j � '�� i � - — --- � — �� t � , , �`.��i� � I j �'�,�^�,�•, �.►�}� � i . ,, - � EXTERIOR STEP L1GHT r �, ! � " " , ' ; � I i � �,� � :� � � < < � ' MOUNT� ' / � � � ,' �,.' I 's -M w 1 f � i c�9e` f /;' ° � . , � , r ,�� � � � j � , RIDGE � . �r` ��� �„� H � � , � ; �� F BATHROOM EXHAUST FAN ° � � � � � � ` 5D � f '` � � � ' � � � ` e, . . � , > �, � � 1 i ' r i ' � �ti �� � � f � . ` , ." ' - - � �� � 1 � ' � � -- - - - -- - - - - - - - � . � ! � ' � , � � , � ���� ' , ! ,r , r _ . �.__�_�_.�' � � � i ; �" � , �� � i i ,� � "' , y' ' � SWITCH ' , �__ � 1 ' � _ Mniu�T_ — � � �' � � + , J � " MOTORIZED SHADES � � � S� � � a � � ��� � � �g� MOUN ��,% ���� � - - � j r ��� , � MOTORIZED SHADE5 , I I � s� � �� , � ti ' ` � 3-WAY SWITCH � 1 ' 96., , � _ ° ' 3 � � @ � I �� � i ,� _� --�r------ �-=�—� i ' � �1�� � � � , ' � � , , , , � , ,� �. �' 1 � ' . � D' DIMMER � ' 1 F-' "' ' � � . � � �j � , � I , � �� �� , ' � , � I � I � 1 SD �� ' . . ; ,(�s SMOKE DETECTOR � ' ° , ; �" � � � � � � I � � � ; � i � ' ' `" � ,` , _ , , _�`__� / I , , . 1 rv+ � - ` � , . a , , w ' , � DUPLEX OUTLET ��� / i � --- - --- -- - -- I ,,� f i � � � � ; } ' - i , _,z � . � � > � , , , � � � � � " � , ° �GFI GROUND FAULT DUPLEX OUTLET . ____._-T'�--__ ! ' — ' � - � . i ' � � � ; , �� � � � � � � � ' � f � '' '-� k � � � , , � � . � n ,-- ; , j , , . . i ' _ - ` - � DUPLEX FLOOR OUTLET ' � � I � '� ' � � � � � � � I � ti , �� � , ' � ; � I � f �� r i ` i � ( i '/ ` �� . � J ' ` , " � \��� i � CEENTHA D � � � IOCATION H ) '\�� } � �� � � t � � + , / f ' ' , . � I . � � WALL MOUNTED TELEPHONE OUTLET � FLOOR RCP � � � I _ , BELOW(A104 i � '� 1 i � i � - � --r---a � � ` � � ' � � � � t- ' , ,�� ' W �f� � � ° t } ' � _ -� 2 RG6 COAXIAL � � ' ^ I�_ � � i \� � � CONTINUES � i ; t � E I � % � `� � ', , _ e � t � � � � � � � '�� � SEE 2ND I ( � � i 1 I I � W � � ' i , ` � . ' _ ■ SPEAKER � , T� f ' � l �, � � FLOOR RCP ,�, ; � ,' � , Q �� ` , ' i � �j � � j � � � % � � � � i � ' I ` � i < , , Q�� = HEAT TAPE ; ' , � ; , � ; � i � � � , � � , °C ` —, - ; , � � � �' ; ' � ,/ �� � SD SMOKE DETECTOR ' � ' — � � � , , . O ' ' I I \ i ' MOTORIZED � � � � � O � � ° I 1 < i � �— � SD � �\ � � i SHADES I i � I ` . , � ; `� I � ' � i 1 ' � I � � � � � ' - , C ----�-- - - --- ' � I A � � —r—_—�_�—,� � � I ; _ � ; f � � . • , - ---- - ' , ` + � �_ ! � � �f ' � � , . ,.. > . I I — -- SD � �_— ; i � h i ' �--' � _ ! + ; r ' O ,i � � i � 4 � ' � � I � � ° ' ' � , � ! � , - � i i � � ' ; I , i W 0 0 � . � � . , � _ ' � , i ; � � i�__—,� ; f � � � r � 1 '' � � � , , , aC V F , ; � �} � � � i I { i t ; � � , _ � _ i `, � � I F � � � ( � f i � � i - � � , , � � � ,' � --� I ,, ; ' I � ' ' � � � � ; I ��W P W P� � � �J �� , . . - - . - - - _�� �J__ !' , I I` , a � . ' � � � , � � �� ---- � ' 1 � � � j �-i- f � � 7 .1 , � ,� � � � �� � � � i � � I , - < < � , i � � , � , , � � . , , —=—_ � � � ; � i� � . , � , �f � �� � � � � � ' � j . � � k � i � ,� , ' r� , � , � I � i ! i 1 � � z . �� ; � I ; - � , , � =r , ( �'� , � � � ;—' � 1 � ; �� - . � . ' � , �''�--,T�, � ---- � � ;\ �? i � , ' � _ i �'�i � I ' i ��� � i i � O� ' ; r—� —� � � � i f i I i , ' I �--- _ � �_ � � � ' � , , � i t � �� f � ' � � {; �` � I MOTORIZEDSHADES ' { � t ` � � , � � ' ; HEATTAPE � — r „ , �I � �`.' � MOTORIZED AWNING i j --�_-�"-���-- — — ' " � t J _� i � _��_i IN BUILT•IN �- - !_�_� f �, ` � � ' 1 � i ,��` I -- ��HEAT TAPE � _�o�,y '__'_'_---�__-M1' I � , „ `, " , , i I ` II - I I ---- � I �~�,_� ` i I � �N BUILT-IN ---�_-� �.� �'' ' � ` ' . " ` � i i � j � I�- � F- ■ ■ —_ �—_-�r------ -• �`"'�-� �_ ( �' _ �RAIN_ � _ t,� � �'� _ � ` ; --� � �``` _, f �,,-- =�=�' �����r�--- ��-----�, \ I! ' G �. ; � �� � 1 �---- �i�-----� } �c#� I f � I f � � i i i F-�----- 1 �I�-'r i I � —J j T 1 — rr ."_'. ' T_ ..-...---•---- ` ' � - { I ^ I ' � _ _ -r��t = _ -� _ _ _ � Y " �------ r � _ _� � �—. , _ , ' F � ; � r^ 4 '�' — — _*� — — �� ,�r= i .�_�7 �, p � i � �—����---r,�r�� � �� } . , -�—�'�'_ � `— -- � ��� � � —_ I = —. .�� � _ ���^' __ _ — , � --'—— -- � 1��- � ----ry � ! , � f Ll1 —�—- —- l—'_--= _ � I kt= _ — �� — _ � _ _ �kF _ - �, - , L_ —--------' _ ��L'--- � �-�-I - � , i � �� i � — — � =y1 � F �� i� —i��—'1��� '� � � � "� ' ' � I�t = _— �`#- _ _ =`�'+'' `— _ � � � —_ ��I � i ti��—�;--#�-�(�--_�ri t i`—�� i _ .t � � � ��� .. `t�t ..�_ �L,J .�� ° , � � - � .� �� ' ' Y � � ��� < � � y � � .. . ' " _ ' , ' ' � I I� � �" � - I � . � t : ' ', ,f . -, � ' '� i��� � ' —. � � , I , . � r , � �' ' � j� ���� �� ' ' 41 , �� � i 6 6 T F n �// �I �� � ^ « I _ _����--'� � 11 I i $' ` y , ----_' "' f� � �i �i '+ � f � r � < < ' `�!L!� � ii '� ` t . �+ ' � �� � , � � 2333� ' ` , �---._";� ,�_� !! � �" a , I P R 0 J E C T . , �' ,� - _ �� �'r'��,� ;� �� �! � i . , , , � � D R A W N B Y . ° MA - , _._..^..?� J �-�-^� �( �( � " � �����;i �I �� � ' x � � , � � D A T E . PERMIT ISSUE 3,24.D4 " � � ° ` �----.� �; �i� �� �� G Ul?E R W ITH � , � � � �� N � , � � ` � � � � l � , �,� ;�'� DOWN SPOUT . , � , ' . , , ;� �� � - , - � i REVISIONS . , F. , �� i; ;' � � � n _ ; , . � , . �_ �� ' � - � � . �� 'j �; ° � _ , � ' ° , � ;- � `_ r > �� � I � - - � , r � n � " � I �� ., ' , r , . ` , � � �� �� �� _ i < � ` . , I , , �urrEa wrrH 4 , F , � , ' �� f �i DOW N SPOUT - , , _ , , ' ' ` � . - . • , � � �; � ; - - l , ' 4 ° ^ � ` �'�� ' ` , � � � � ' .� � -, ' � - � , � ' ` a , ' ` ', �� . - . � j ' , ., , , �- ;._, � � y • �, , t , � � . . .. � � � � , , � _ , ' + ' i � � f"� " -� ' e` ' , � • ' , _ � ' _ �,� w=��r�-s � � � , � � SECOND FLOOR — RCP � � , � TH1RD FLOOR RCP � _ � � �` f ,-> . , _ , 1 - _ � � , , , _ , , � . �;`a�* _ � _ � � � . , 1/4" - 1'-0" , 1/4" T-0" 4 , , _ � � RCP ��� �.,w�;� _, , , - , N , _ . , - . N � . ; - ,- � r ,�� p � � ` . � �' � � ' � � � � � � � � � - � , � � � � , � � . -� ' , ��.. : _ ;. � ' �� ' � � y , � - � ; ti �� , � , , . � _ � � ; � - r .� - � �� ��r � ; a . ,. , A , s � ; � u , � � r .. . � _ � 4 Pj , ! . ` ' , ,