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HomeMy WebLinkAboutB13-0243 PLANS.pdf B13 - 0243 �OF Cp�p U o MA**f` :24, :2015 - FERM17 I PAMELA HOPK NS 0 ��'' c W-i�o B-1165 �(i v I IR IE E 11: 17= N 17= 1: 1: 171 C) N 5/24/13 �.� L SFD ARG� � 0 LOT I \/AlL \/ ILLA6E IST fmiLIN6 c: (D z 00 ca o 0 M _0 O c� ca \/AlL X O ' 0 mU c O •FO (!) a > 0° wx F W �U =U F?Ua wOF-Z�a � a � �J cJ7xaw�Q=W�0 -0�� x.0 liw � W U ~ W F a F- = C7w¢ wC7}Z �rnOw W UU wazWOWw� w?¢ w�_ } °z¢LL�°a� 0 a w W'w w?o o }¢¢}O-U O xwtz cnx�z Za>ZIax U F-m U)a-DF_0-0 ¢°W¢a�¢ O F- w } F x(n¢m m ❑a Z¢Z JE- LL J x O-Z�w-F-2�(7UJ=QZOU w Q`q¢ o�Zm�`�ui¢a¢ocnF�zmx F- ¢ p Q Z O¢z p W m m z O Z U W n¢U w Z U m zw x H Z¢ F-Z ¢ o O w N w U O IaI.I?(n�°Owa~ate KUXUm°ZOawu�ww�wcnz ¢O O U W O~U U J°U O U O Z:?acorn=Qu_ cgQZZa�� 0 Wp3f-JOVj J W�Q(n pJ Z�¢rn Zw W mUUi rn W<xOL7L W��¢aF�°w�HZ(7!1 W 2wJ 3: Z,-<--.-- W Z Z ° jHO ��=LLzo Wa�QU�zpC --�U) =F-UQ��=F-¢ajZ of-zUNw w 0(�F-Zw�a~¢Qz W U U 7 Q =o i p H W Q¢w 08,Q w x n n a y W n W°w m O i J 00>-W F-OZF(nW ZQ¢LL °U D Z m W O}o W W 0¢W QZ W¢W W mrn°UFzw�aapx¢~�O W ¢X¢W-U O ¢ K¢W w Z=_ ?w2m�2awx W LLUa'O¢F- f- EXI STING CONTACT LIST CON57RUC71 ON NOTES: PROJECT SUMMAiRY 1; RA I N& I NI;)EX OWNER 1. EXISTING BUILDING INFORMATION OBTAINED FROM DRAWINGS DEMOLISH AND REBUILD 776 SQUARE FEET (50%) OF THE EAST ARCHITECTURAL: TITLED: DWELLING UNIT. REBUILD GRFA TO BE WITHIN THE SAME EXTENTS AO COVER SHEET PENNY WILLIAMS AS THE EXISTING AND OVER A NEW GARAGE. OTHER INTERIOR AI.O SITE 4 LANDSCAPE PLAN AND NOTES 302 MILL GREEK CIRCLE "WILLIAMS HOUSE, ADDITION @ #7, , MILL GREEK CIRCLE, VAIL, RENOVATIONS TO BOTH DWELLING UNITS. ALI ENLARGED SITE PLAN $ LANDSCAPE PLAN VAIL, COLORADO COLORADO" PRODUCED BY: 02.0 GRAWLSPAGE DEMOLITION PLAN DAVID DECKER DESIGNER PROJECT LEGAL DESCRIPTION: D2.1 MAIN AND UPPER LEVEL DEMOLITION PLANS ?ARCHITECT KL LOT 7, VAIL VILLAGE IST FILING 02.2 ROOF DEMOLITION PLAN 514 FRANKLIN STREET DENVER, KL 80218 A2.0 BASEMENT/GARAGE FLOOR PLAN � GENERAL NOTES SNOWDON AND HOPKINS ARCHITECTS, PG PROJECT ADDRESS: A2.1 MAIN LEVEL PLAN PO BOX 3340 DATED: 8/30/Ici70 302 MILL GREEK CIRCLE, VAIL COLORADO A2.2 UPPER AND LOFT LEVEL PLANS 0 Z VAIL, GO 81658 A23 ROOF PLAN TEL: x70-476-2201 REMODEL AND ADDITION, WILLIAMS RESIDENCE, #7 MILL GREEK TOWN OF VAIL ZONING: A3.0 NORTH AND EAST BUILDING ELEVATIONS CIRCLE, VAIL COLORADO" PRODUCED BY: TWO FAMILY PRIMARY SECONDARY RESIDENTIAL FAX: �i70-476-74x1 A3.1 WEST BUILDING ELEVATIONS � EMAIL: PAM HOPKINS, AIA - pam @5nowdonhopkina.com SEE SHEET A1.0 FOR ALL CALCULATIONS A3.2 SOUTH BUILDING ELEVATION AND WINDOW SCHEDULE Q WILLIAM J. RUOFF, AIA A4.0 BUILDING SECTIONS U. ARCHITECT A4.1 BUILDING SECTIONS Q PROJECT RECEIVED TOWN OF VAIL DESIGN REVIEW APPROVAL ON 57RUCTURAL ENGINEER VAIL, Go A5.0 DOOR SCHEDULE DATED: 7/23/1x76 03/06/2013. ORB # DRB120123 A6.0 INTERIOR ELEVATIONS W KRM CONSULTANTS, INC. PO BOX 4572 STRUCTURAL: VAIL, GO 81658 "WILLIAMS RESIDENCE ADDITION, 302 MILL GREEK CIRCLE, LOT 7 SI GENERAL NOTES, SCHEDULES AND DETAILS V TEL: x70-c14q-g3gl V.V.IST, VAIL, COLORADO" PRODUCED BY: �I �I 52 FOUNDATION PLAN FAX: Q70-G4q-1577 BALOWIN ASSOCIATES ARGHITEGTS, ING. `/O� I I � ORM T I O I 53 MAIN FLOOR FRAMING PLAN V U EMAIL: KIMBERLY McGHEE, PE - krm @krmcon5ultant5.com ARCHITECTURE, PLANNING, DESIGN 54 UPPER FLOOR/LOW ROOF FRAMING PLAN Z 1000 SOUTH FRONTAGE ROAD WEST ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE LATEST 55 HIGH ROOF FRAMING PLAN MECHANICAL ELECTRICAL AND PLUMBING ENGINEERS VAIL, COLORADO 81657 ADOPTED EDITIONS OF THE: 56 DETAILS W Q V DATED: 41301Ici86 2012 INTERNATIONAL BUILDING CODE 57 DETAILS Q O ARGH I TEGTURAL ENGINEERING CONSULTANTS, ING. 2012 INTERNATIONAL RESIDENTIAL CODE 58 DETAILS 40801 HWY 6 4 24, SUITE 214 2012 INTERNATIONAL FIRE CODE J AVON, GO 81620 "WILLIAMS REMODEL, 502 MILL GREEK CIRCLE, VAIL, COLORADO" 2012 INTERNATIONAL PLUMBING CODE MECHANICAL: W PHONE (x70) 748-8520 PRODUCED BY: 2012 INTERNATIONAL MECHANICAL CODE M1.0 MECHANICAL LEGEND, SPEG'5 � 5EG2UENGE FAX (G70) 748-8521 PEEL WARREN ARCHITECTS 2012 INTERNATIONAL FUEL GAS CODE M1.1 MECHANICAL SCHEDULES W > EMAIL: STAN HUMPHRIES, PE - 5tan(9aec-vail.com PO BOX 3370 2012 INTERNATIONAL ENERGY CONSERVATION CODE M1.2 MECHANICAL DETAILS O VAIL, GO 81658 2012 INTERNATIONAL PERFORMANCE CODE FOR BUILDINGS $ FACILITIES M2.0 BASEMENT MECHANICAL PLAN J DATED: 3/IS/Ig88 2011 NATIONAL ELECTRIC CODE M2.1 MAIN LEVEL MECHANICAL PLAN V gci7 UNIFORM CODE OF ABATEMENT OF DANGEROUS BUILDINGS M2.2 UPPER LEVEL MECHANICAL PLAN M2.3 ROOF MECHANICAL PLAN C.62 PRODUCTION (ARCHITECTURAL) 2. THERE ARE NO EXISTING DRAWINGS FOR THE WEST DWELLING UNIT. GO TO THE TOWN OF VAIL WEB5ITE ® WWW.VAILGOV.GOM FOR � > J O J V SCALE PRODUCTION ARCHITECTURE, P.G. 3. TOPOGRAPHIC $ SURVEY DATA TAKEN FROM DRAWING TITLED AMENDMENTS AND ADOPTIONS TO THE ABOVE LISTED GORES ELECTRICAL: Q P.O. BOX 5552 "IMPROVEMENT LOCATION CERTIFICATE, TOPOGRAPHIC SURVEY, LOT OCCUPANCY GLASS: EI.O ELECTRICAL LEGEND, SPECS $ DETAILS EAGLE, GO 816 7 ELI ONE-LINE 4 PANEL SCHEDULES 31 , BLOCK I, VAIL VILLAGE FIRST FILING, TOWN OF VAIL, EAGLE GROUP 83/310.5 � U/312 � J TEL: G70-7380-3420 COUNTY, COLORADO" PROVIDED BY: E2.0 LOWER LEVEL POWER $ SYSTEMS PLAN EMAIL: JENNIFER BUCK - jdbo5calearch.com TYPE OF CONSTRUCTION: E2.1 MAIN LEVEL POWER � SYSTEMS PLAN N E2.2 UPPER LEVEL POWER 4 SYSTEMS PLAN O 0 a � /I G I �I I TN,/ MA� EAGLE VALLEY SURVEYING, INC. TYPE VB/602.5 WITH IHR FIRE SEPARATION PER 8302.3 E3.0 LOWER LEVEL LIGHTING PLAN }( I� T 411c1ci HIGHWAY 6 X24 EAGLE VAIL, GO E3.1 MAIN LEVEL LIGHTING PLAN a�LN P.O. BOX 1230 E3.2 UPPER LEVEL LIGHTING PLAN EDWARDS, GO. 81632 q70-a4G-1406 PLUMBING: PLO PLUMBING LEGEND, SPECS � SCHEDULES N � ROLl-Yl Fix°° P1.1 PLUMBING DETAILS SURVEY DATE: q12012011 u s'-6nnM11M F Trvc udp JOB #: 2482 O P2.0 BASEMENT PLUMBING PLAN " b hf19�P � P2.1 MAIN LEVEL PLUMBING PLAN 'mil Clu" AI Vxil pryty P2.2 UPPER LEVEL PLUMBING PLAN N 4AlIWIIAyr 4. NEW DRAWING BASED ON INFORMATION FROM ABOVE REFERENCED h P2.3 ROOF PLUMBING PLAN j w �o9P EXISTING DRAWING, THE EXISTING SURVEY AND SOME FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. CONTRACTOR TO VERIFY ALL EXISTING CONSTRUCTION AND CONDITIONS IN THE FIELD BEFORE NEW 0 Z GON5TRUGTION BEGINS AND NOTIFY OWNER, ARCHITECT AND E STRUCTURAL ENG 1 NEER OF ANY DISCREPANCIES THAT REQUIRE z Ell REWORK OF THE PROPOSED DRAWINGS. .0 D u4 �O D m RECEIVED `r By David Rhoades at 2:51 pm, Jun 27, 2013 ��� A 0 SITE INFORMATION. SITE NOTES: oF COQ U N 0 LOT 7: .293 AGRES = 12,763.08 SF 1. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION, I NGLUD I N6 TOP �� �� �Np (EXISTING NON-GONFORMING SITE) AND BOTTOM OF BOULDER WALLS AND SAVE HE16HT AT AREA PAMELA W. OF ADDITION. HOPKINS O U o TOV ZONING: TWO FAMILY PRIMARY O ti SECONDARY RESIDENTIAL 2. TOPOGRAPHIC 4 SURVEY DATA TAKEN FROM DRAWING TITLED r �,(�. -� "IMPROVEMENT LOCATION GERTIFIGATE, TOPOGRAPHIC, SURVEY, i LOT 7, BLOCK 1, VAIL VILLAGE FIRST FILING, TOWN OF VAIL, EAGLE B-1165 C� L SITE COVERA6E CALCULATIONS: COUNTY, COLORADO" PROVIDED BY: s `,�� Q ALLOWABLE SITE COVERAGE EAGLE VALLEY SURVEYING, ING. !� FD ARON ' 20% OF LOT SIZE = 2, 552. 61 50 FT EAGLE HIGHWAY 6 24 EAGLE VAIL, GO P.O. BOX 1230 EXISTING 51TE GOVERA6E 3, 191 .04 50 FT EDWARDS, CO. 81632 Q SEE SHEET AG 1.0 970-949-1406 O (EXISTING NON-GONFORMIN6 SITE) PROP05ED 51TE GOVERA6E 3, 114. 25 50 FT SURVEY DATE: 9/20/2011 Lo SEE SHEET AG 1.0 JOB #: 2482 _ co C (EXISTING NON-GONFORMIN6 SITE) 3. SEE TOPOGRAPHIC SURVEY FOR ALL SURVEY INFORMATION NOT cu C> o SHOWN ON THIS SITE PLAN. O M 0 SNOW STORAGE 4. PRIOR TO START OF GRADING THE GONTRAGTOR SHALL FIELD X o VERIFY EXISTING CONDITIONS. m U PAVED AREA 2, 265. 81 50 FT O ( IN TOV RI6HT OF HAY 822.59 50 FT) 5. ALL UTILITY HOOK-UPS TO BE VERIFIED ON SITE. a (WITHIN LOT BOUNDARY 1 , 443.22 50 FT) x 30% - REQUIRED SNOW STORAGE 67�i. �4 SQ FT 6. EXTERIOR MATERIALS - SEE ELEVATIONS ON SHEETS A3.0, A3.1 AND A3.2. SEE SHEET AI.I FOR FURTHER ° SNOW STORAGE AS SHOWN 895. 41 SQ FT 7. EXISTING SPRINKLER SYSTEM TO BE RECONFIGURE AT NEW INFORMATION IN THIS AREA a N¢O 2'0 0 w w WITHIN LOT BOUNDARY DRIVEWAY SEWER MANHOLE 0140 �"-Jww°� uLL w°Q��o 8. PROTEGT ALL EXISTING TREES TO REMAIN ON SITE PRIOR TO INV= RIM=8202.6 W_�w _o w 2,w o Z U F INV=8192.5 I, g . W LL?z�° n LANDSCAPE CALCULATIONS START OF GONSTRUGTION AND MAINTAIN PROTECTION ALL BASIS OF ELEVATION W °W Z W o EXISTING SEWER JLL-w~zU� wo�z�� MANHOLE c7=r�w=� �°s29a THROUGH CONSTRUCTION. ¢ a o o W EXISTING LANDSCAPED AREA - - - - - - - - - - - - - Z H W U Z (7 °� o W z z-..z. O U�- O-0 0 0 J Z°�� W H= 0LL,w W F W 1 , 166. 65 50 FT GRAVEL DRIVES - 9. PROJECT ADDRESS: _ = a z n�,a a o� �z LOT SIZE 12, X63. 08 SQ FT 302 MILL GREEK CIRCLE J LL= a W° o o =Z 51TE GOVERA6E - 3, 1 ci 1 . 04 SO FT I ZA / \ I 2 a a 0 W 0>z w U)0 W W°v VAIL, GO 81657 �w¢� o ° z EXISTING LANDSCAPE AREA }�GAS-GAS- a z w o O w 0 w z< m W 8 405 . 39 50 FT EXIST NATURAL c r z LL a 3 J = _ = 66% OF LOT �\� GAS LINE ' GA / I d L?wwow,?oo raar0 U 2S' o =WEB n=Ez zaf>zLr NEW SLOPING CONCRETE Dc RETAINING WALL (ENGINEERED) PROP05ED LANDSCAPED AREA LOT SIZE 1 2 163. 08 SQ FT w/STONE GAP - STONE VENEER PAVED DRIVES - 1 , 443. 22 SQ FT AT DRIVE SIDE 25 „�� L z c¢wi z o�z w�v���i �wzwm m zaz rW SITE COVERAGE - 3, 174. 25 SQ FT / 02,1 ( 1. o> o G NEW GONGRETE RETAINING WALL % ���'' o 0 o t o>,-2 c:O �i o z O� PROPOSED LANDSCAPE AREA 8 1 45 . 61 SQ FT \ y STONE VENDER AT DRIP SIDE GP / !� 0 o r LL °u � oa W �o°ocn�nz3 o`�a GP / i 0 8.0 04 F�ow��~¢�¢� u �OWw = 64% OF LOT �/ �d �i�i :< z-,z o o W°m s i F`) Ww o �v~�Fa� ice, i/ NEW SOD AREA - QUO oU, z poa�r GPs ��i �� 04 1 REMOVE EXISTING m z c�z ���W U -2 w..'- - ¢-zrz aw w)55X U GORE AREA 80 GRAVEL, PREP SOIL FOR w w pw z 1�°z°°Wo z Q EAST ENTRY WALK 415 . 31 50 FT LANDSGAPE \ W Zo o>> ov EXISTING EDGE OF / �: AND LAY NEW SOD U x m o z o it w u w v a°z EAST DECK 436. 04 SO FT / /� /� ¢ ° z-=J a s 2 i��� lS °iz� w����gm°z�o� GP i/ f� g�W�ao`n��a>�82 WEST PATIO 485 . 63 50 FT O / LL EXISTING EDGE OF G n SNOW n z w of m a m W z-=o P 03 3 \ �..,. . THREE NEW SHRUBS z w¢_°� r��J �a- ° / m z J o n W=LL°~Q°W W F m J ASPHALT i GPs STOP E (POTENTILLA) THREE NEV °w¢a ° z o LL w=W J WEST ENTRY DECK 264. 86 SQ FT / \ �' oo WWo��UJaa����� REMOVE EXISTING / s/ I / - : TREES (ASPEN) o w o E W°r r GP NOW �\. / \ �� w �zaWa m TOTAL GORE AREA 1 , 661 . GO SO FT WOOD TIE GU RB / I ri 4 I w v s \ z O W a=O a p D O = 20% OF LANDSGAPE AREA GP 0 GE '4 _1- -- A _ _ _ ..: ,' Q m z- w ui EXISTING 0A ^� ��x�Q¢w0zaa CONCRETE PAN s� i .. a W o=° o w NEW SOD AREA - :.: GP 2 -..; A _ x LL J o J REMOVE EXISTING :. °'::;' .. / INDICATES DRIP LINE �� -T�- "',,,... \ C)z m w O Z~w T Z O z LL Q O U ROOF HEIGHT GRAVEL PREP SOIL FOR ?. DIAMETER FOR SPEGIFI EXISTING ONGRETEGURBTO - Qoro JJO�w0w�ww� 1 W W = �\ REMAIN Q?Q��o rJ�ap°arrow AND LAY NEW SOD s ::: TREES 19. 0� x w o=¢2 w a w LL z=_ 8205 - _W 2 m�2 a LL=W LL 0 x 0<I-H EXISTING ROOF HE 16HT = 22'-2" � � z EXISTING MARKED s/ ` ALL NEW ROOF CONSTRUCTION MORE THAN 5' BELOW EXISTING TOP b'(E EDGE oP EXISTING ASPHALT BURIED GAS LINE .5 1.0' OF ROOF. SEE SHEET A1.1 GPs/ :., ..... 06- 20.0 I \\ ,\, J / � I )� ' � NEW MUD SET FLAGSTONE GPS SNOW ON GONG SLAB WALKWAY PARK I N6 G s / / STORA fi V O �..:. :. „ , 1.0 i REQUIRED PARKING SPACES 5 SPACES -{- -NEW STAIR (B LON (E)) I I r Ex INDOOR g NEW GARAGE 2 SPADES ` - -_ _ RoGK 5PA OUTDOOR PARKING TO LOWER LEL - (E) (� / - -� J 0.3x2 NEW ASPHALT DRIVE �_ STAIR GOVERA6E D IN SITE / / 1 A�OARA6E �/ - J / e SPACE EXTERIOR ® WEST 2 SPACES / EXTERIOR o EAST 1 SPAGES EXISTING TV - �- � �� I/ I I \ I A // I A �I •� PEDESTAL , • _ I 0.7X3 LINE OF GONSTRUGTION r - =III-III= I oa 07- DISTURBANCE FENGING 0.5X2 v / III III III III III III-I 1-I 1-III III=1 -I 1=1 -III- \ / NEVJ \ i XISTIN6 NO I 6RFA CALCULATIONS: \ -111_1 I_I I-III-111_1 I_I I_I -111 I_I I- K =AA/ / I 1.3' _ \ / �/ - - I I I I 8221 NEW MUD SET FLAGSTONE Z \ / SNOW! - - /\ I ON GONG SLAB @ ENTRY ALLOWABLE 6RFA LINE OF GONSTRUGTION \ \ \/ STORAGE -/ III-III- I I / \ I / \ I �' 0.7 WALK AND STAIRS . 46 X 10, 000. 00 50 FT 4, 600. 00 50 FT DISTURBANCE FENDING VA A \ \ / -a �( _ i I-I i NE� 38 X 2, 765. 08 SQ FT I , 049. 97 SO FT i \ \ \ \ i I I III- I I RIDGE 2 ALLOWABLE 6RFA 5, 649. 97 SQ FT REMOVED EXISTING GRAVEL, .7 \\ \ \ \ %� " \ III III / I I 226.6' I REPLACE w/ASPHALT ON ROAD A \V� A�j \\ ���; - - - - - I I - - �I I EXISTI�G �� r I \ BASE VERIFY EXISTING SUB SASE �\ \ / � � REMOVE EXISTING BUILDING - �- - - - I I EXISTING CANTILEVER I I (l U. EXISTING 6RFA 4, 22-1. 18 50 FT SEE SHEET AG 2.0 OF ORB SET (1/28/2013) \ \ \\ C GONG PAD I (2) 9'X18' PARKING I EXISTING P AGSTONE rn Q EXTEND EXISTING PARKING AREA \ \ % Cr EXISTING SKYLIGHT SPAGES a NEW EXI5T LOT '7 TO ACCOMMODATE (2) 9'X19' \\ j 9.0 (E) (TYP of 3) q0' GARAGE RIDGE I LINE OF EW BASEMENT I 0.263 AG. Lu PROPOSED GRFA 4, 22-1. 1b 50 FT PARKING SPAGES \ •" \ ( I NEW MTL STAIR EXISTING _ 8223.G' RE: BA.%GARAGE PLAN NO NEW 6RFA 1.0 V A I �\" - FROM DECK ABv� EXIST ROOF 302 I � OVERHANG � W V mi - SEE SHEET AC 2.1 OF ORB SET (1/28/2013) : �• _ENTRY DECK - - - - LINE OF NW ROOF / V GARAGE 600. 00 SQ FT SNOW I� - Lu HOLY GROSS UNDERGROUND ELEGTRIG STORAGE `:; - - - - - LINE OF B IL_DING(DEMO AND R u1LD) R.O.W. EASEMENT (UNKNOWN IF RECORDED) v On� Lu 5. I I ? PORTION OF EXISTING RIDGE - `LINE OF NEW y.J �' EXIST TO BE ABANDONED RE: EXISTING GAS METER _Oq � V LEGEND DECK_ ABOVE- ��� I 81A,(E) T.O. ROOF ROOF PLAN AND BLDG � Q I 8231.83' ELEVATIONS O EXISTING �LA�STONE LINE OF NEW NEW PLANTING EH MUDSET ':: 'n� I SHED ROOF 2 STORY -SHRUBS: 3 POTENTILLA 5 GAL \� '`..:= AGSTONE ON'.- � o � -TREES: 3 ASPEN MULTI-STEM GLUMPS ��-del& \ :` ; G HG SLAB `. . WOOD FRAME I W Q 2-I/2" MAIN STEM :.;. ;< HOUSE 9.6 \ W > LU EXISTING / EXISTING EXISTING CONIFEROUS TREE AND �.: REMOVE ) ON - 1.a \0 CONCRETE PAN APPROXIMATE TRUNK DIAMETER °, `':.:: : ::: ;: GRAD OOD DECK IT o_ O (LARGE TREES AT NORTH ALSO HAVE E?�I�sriN�'ROO APPROXIMATE DRIP LINE INDICATED) l ` eu LINE (TY ( NEW UPPER ...,.. ... LEVEL DEG ON EXISTING GRADE DECK O EXISTING DEGIDUOUS TREE AND NEW SOD AREA N 81 I STEPS / oU EXIST NEOOF 1.4 .2 J APPROXIMATE TRUNK DIAMETER w. \ 0.4 Q :..2 ~::::: .. EX15TINC 2. w NEW 5' HIGH STONE SITE WALL - - j 0.5 �, EXIST 4 EXISTING CONIFEROUS TREE TO (VENEER ON GONG) 31.7' EXISTING BUILDING 1 � L CANTILEVER � � 12 \ � O O / BE REMOVED • o. EXISTING GONG �a 0 0.3 0.6 NEW WROUGHT IRON FENCE WALL/ 1 p • 0 6 1 0 \ M > 1 0. AT TREE •, �' - II o � EXISTING GONTOUR \ 1.0X2 • EXISTING(BUIIL)DING \ � i PROPOSED CONTOUR e o.9X°3 / -• 4 / T_ APPROXIMATE LOGATION OF UTILITY 0,8 _ �- EASEMENT (NOT DIMENSIONED ON PLAT) 00.6 0.6 j3 0. O p NEW EXTERIOR REGESSED L16HT - 3 AT 1.2 N • SOFFIT OF NEW SHED ROOF AT GARAGE N \ 7\ N EXTERIOR WALL MOUNTED FULL GUT OFF LIGHT SITE L.AN=)IBCAPE F L A�I LCD FIXTURE TO NEW $ TO REPLAGE EXISTING LIGHTS LOT I �, L - 2 NEW; AT WEST TRASH AND WEST UPPER DECK LOT P Al.!?) U� - 4 REPLACES; 2 AT EACH UNIT - SEE PLANS NORTH Z 0' 10' 20' 30' � Q n NEW STEP LIGHT - 3 AT EAST ENTRY AREA Z (D _J 0 c ca EXISTING SPRINKLER VALVE \ SCALE: I' = 10 '- O" � cl m EXISTING ELEGTRIGAL OUTLET EXISTING SITE LIGHT A ImO LEGEND NEW PLANTING I ® �i of C04 V N � -SHRUBS: 3 POTENTILLA 5 GAL ` �" O�� I c~I -TREES: 3 ASPEN MULTI-STEM GLUMPS \ �� PAMELA W. 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AT JOB SITE VERIFY ALL EXISTING CONDITIONS BEFORE Q — — GOMMENG I NG ANY WORK. CONTACT $ COORDINATE U. n I WARGHITEGT AND STRUCTURAL ENGINEER REGARDING Q I LJ I ANY DISCREPANCIES FROM THESE PLANS. L — — J 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY a Lu LOCATIONS AND CONDITIONS ON THE JOB SITE PRIOR TO J DEMOLISH PORTION OF W G GOMMENGING ANY WORK. EXISTIN FOOTING TO UNDERPIN EXISTING WALL L -1 RE:STRUGTURE 5. REVIEW ALL STRUCTURAL DRAWINGS FOR ANY NEW Lu BEARING WALLS, BEAMS AND COLUMNS AND SHORE ALL EXISTING COLUMNS, WALLS, BEAMS AND J0I5T5 TO REMAIN BEFORE PROGEEDING WITH ANY DEMOLITION WORK. O 4. CONTRACTOR TO PREPARE, PAINT, PATCH 4 REPAIR ALL EXISTING CONSTRUCTION (INGLUDING BUT NOT LIMITED TO J DEMOLITION OF EXISTING FINISH MATERIALS) TO ACCEPT W NEW CONSTRUCTION WHERE APPLICABLE. > W uj L t - 5. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN AS u / REQUIRED DURING DEMOLITION AND GON5TRUGTION. J O / PROMPTLY REPAIR ANY DAMAGE TO EXISTING Ii/I CONSTRUCTION TO REMAIN TO A LEVEL EQUAL OR TO J EXCEED EXISTING CONDITION. 2 � O >G 6. VERIFY ALL ELECTRICAL, PLUMBING AND MECHANICAL IN J DEMOLISH PORTION OF V GRAALSFAC Q C� EXISTING FOUNDATION WALL r� WALLS TO BE REMOVED BEFORE DEMOLITION BEGINS. ^ � THAT EXTENDS ABOVE MAIN =i �O� I �I O i � PLAN TIE OFF OR GAP AS REQUIRED. � LEVEL FLOOR I�/I I� REMOVE GRAVEL I J DIRT THIS AREA IN �� 7. VERIFY W/OWNER AND GENERAL CONTRACTOR BEFORE PREPARATION FOR r/ 2.O SCALE: 1/4" = 1'-O" NORTH DISPOSAL OF ANY ITEMS THAT COULD BE SALVAGED NEW SLAB RE: FOR REUSE. O STRUCTURE 8 0 > o I 2 4 DEMOLITION PLAN LEGEND: LT1T EXISTING WALL GONSTRUGTION TO BE REMOVED N M / O 77/77,77/-7/-7/7-/7-/7-/:7-/77)' N /1/�/1JL 1111 LLL11/1J EXISTING CONSTRUCTION � - — — — — — TO BE REMOVED N L EXISTING FOUNDATION, MAIN w X X x x x X LEVEL FLOOR � ROOF ABOVE IL TO BE REMOVED � 0 E Z EXISTING GONSTRUGTION :3 0 TO REMAIN z o —� o m D 2.0 1 11 OF COLA U o rn PAMELA W. �O a HOPKINS O .fin a.., d� � DEMOLITION NOTES: DEMOLITION PLAN LEGEND: I W'4V�' a B-1165 C� -- LL I. AT JOB SITE VERIFY ALL EXISTING CONDITIONS BEFORE EXISTING, WALL GONSTRUGTION C L GOMMENGIN6 ANY WORK. CONTACT 4 COORDINATE ll TO BE REMOVED REMOVE EXISTIN6 I �� 5/24/13 `. i F ANYRD SIGREPANGDIESTRUCTU ALE PLANS. REGARDING RUBBISH BIN STORAGE I `sFp ARG`�` Q EXISTIN6 GONSTRUGTION — — — — — — — — — -- CLOSET I • ir 2. CONTRACTOR TO VERIFY ALL EXI5TIN6 UTILITY — — — — — TO BE REMOVED \\ I Q O °° LOCATIONS AND CONDITIONS ON THE JOB SITE PRIOR TO _ O COMMENCING ANY WORK. EXISTIN6 FOUNDATION, MAIN / � / � Q/�� � - - - - - - - - - - - - - - - - O IE X X X X X x LEVEL FLOOR ROOF ABOVE / 3. REVIEW ALL STRUCTURAL DRAWINGS FOR ANY NEW TO BE REMOVED / 7 — \�/ BEARING WALLS, BEAMS AND COLUMNS AND SHORE ALL / \ EXISTIN6 COLUMNS, WALLS, BEAMS AND JOISTS TO / / 5TORAGE 1 �_ EXISTIN6 GONSTRUGTION r - - - - / - - - - - - - - - - - - - - - � REMAIN BEFORE PROGEEDIN6 WITH ANY DEMOLITION I I oo WEST WORK. TO REMAIN ' i // I I o O \ KITCHEN \ DN 4. CONTRACTOR TO PREPARE, PAINT, PATCH $ REPAIR ALL �� c c c 1 0 \ STAIR EXISTING CONSTRUCTION (INGLUDIN6 BUT NOT LIMITED TO / 1 nj nj ��� I 1 -0 X O \ I6 GEILIN6 BEAMS X\ u\ u\�/ \�/X �/ \�/X\�/X\�/ �/\/i \ X DEMOLITION OF EXISTIN6 FINISH MATERIALS) TO ACCEPT / I O O REMAIN (TYP) NEW CONSTRUCTION WHERE APPLICABLE. REMOVE PORTION OF r i X n X n x X X X � X� X <X x A I �j m U � /emu\/�u\n/ \n/u\ x n/ x / x�\i �l�\ �i I O EXTERIOR WOOD PATH x �c /� X n X n X>C X�c \ �t � ' x �� X I EAST MASTER I C d c� \ 5. PROTECT ALL EXI5TIN6 CONSTRUCTION TO REMAIN AS I I I p���(\/x\X\/��l\/��l\�/X\A/ �/Xj /X�l\/ �l\ X BATHROOM I U a >44 REQUIRED DURING DEMOLITION AND CONSTRUCTION. I I %'' X� K X� K X X� X � �� �h \ PROMPTLY REPAIR ANY DAMAGE TO EXISTIN6 REMOVE ROOF ® AREA 1 �` �(\/ /X\/\/ \/��l\ /u\�X _ CONSTRUCTION T MAIN T A VE A R T OF REBUILT I I / X% X X X �X�c X�c Ax�C ORE O LEVEL EQU L O O \ \%� n \ � ] \\� EXCEED EXISTING CONDITION. �>C\ /'� X X ��<X A / ��/� � � \ I ZO Of \/ \/ \/ \ /\/ \ /\/ X ¢H°OW Z 02 \ �C X �C \ X X \ Y X \ \/ \, C \ \ u �/ x z O O J U Z- \ \ 6. VERIFY ALL ELECTRICAL, PLUMBING AND MECHANICAL IN I I I j x\ x >\ x x x x � 7� /� �I\��� I X X >( {// I Z W z o a d o w LL REMOVE EXISTING DINING WALLS TO BE REMOVED BEFORE DEMOLITION BEGINS. I I X\� x\ u\/`/X\/��l\/��\�/X \/ �C \/ / YIX �\ i I W W W _ w w o ROOM WINDOWS (TYP OF 3) I I � aLL n=J W FZ-N°(n W °w z w O z o° O Z O-a g /\ ~J x co TIE OFF OR GAP AS REQUIRED. I 1 \� \� �\� x\/`/ / / \ \ �/x\/ ���/ /�� �/ � �a_°�z LL-z ,n 1. VERIFY W/OWNER AND GENERAL CONTRACTOR BEFORE I I- — �/ �/ �x / <x � �X n K X n n�> A x x ���X\�/\�/X � \� X� w=a o >>>-- xoi DISPOSAL OF ANY ITEMS THAT COULD BE SALVAGED I X / _ w<z 2 wz w<Y o",O°7 z = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR REUSE. I I> / �/ �/ fix / �x � Xn�nnnnxn�� X X �c J c� owaowz¢a ,c �O U R_ Z Z��a I �� \ \ \ / \/\/ \X� � J LL x a w 0 O o 0 00 Z I \ <\ �\ �X <X X / X� X X� l REMOVE J ° U'x�== ° J F W W 1 �x / <x A/�n�� Xn\> X� \���� X� EXISTIN6 Zoo a3�LL° 000��z II �C\A><v`\��\> ,�X��,�X\/� X�l�l�\l�l ?Wa�wc?°>z ��owu°°U o � � / C7 w °�nJ� -0 aop: zw REMOVE GEILIN6 BEAM $ I I ��� / �/ X/ x /\A>1 h �n Xn\n X� X X jc <X� \ \ / EAST ENTRY waz�Ow�o wzaF mw� ROOF ABOVE (TYP OF 3) 1 \�/yX/\ \� \> X\/ <X\/y x/ u / ��\ /X / \\ // a °z W LL w°a 0 J°_� X � / `n� x� "\ O xwwa-Di-mw zo>za-5< U �mcnax�acn a°Waa3a I - - - - - - - - - - - - - - - - - - 1 �\� - - - - - - - - - WEST- - - - - - - 1 x x �n xux x W m W z °W I I X X �` REUSE W/D \�x X / \ \ j� 1 x m m Z a > DINING \ _ _ _ _ n a a ¢ °w o x Z J w I �\�/�(\�/X�'�0 NEW EAST / � ��L�C/�����l��/ �/� /� � I �X> K \ LAUNDRY �X � X \X� \ Zoe" =°ZZw�U_ '_ 1 \ I °-Z�LL ��,� J °Z°U I \�/ \A/x �/fix �C X x X / \/��� /X��/ \�/I I °�ou'��°aC6Q°Z,°o�w X� X� \ '�� \n/y\A x � X �Xn/\ X/ Zmx I X x� u� x >< X/\/ x <u // I ��OH��ww°°�0�OLa" - - - - - - - - - - - - - - - - - — \ x / \ V� \ a QZ O a w w<.<�O S x�U \n\� n x \/VERIFY w/OWNER WHICH \ < EAST m z c�z Z W'a°N W W m \/�/,� � � �/x x \ I F ANY APPLIANCE OR �/ X ENTRY W-w-¢ Z<),<,° o w o W���a z n° z� �/KITCHEN WILL BE \ ° zF~°w�LL= X�c cK\� x� � �PLUMBIN6 FIXTURES a �� � I o�wz�Q�°w���o���o \ II TUB TO '�� \X� \X�cX�X\Cx REUSE TUBS ;REUSED �/\ I - - - - ¢��azU=JLL��a QY d°� REMAIN ,SAME LOG JJ �w�tl\\\ II 11 STAIR \ � x�X\x\x�X\x \ `� n n n n X \X X X --x-x / T�\x '11 r - - - - o �WwoUw °zaQ w� � � X \ / u\ wW-'us �=z¢oza°Q° 71 I I T i\ /� \ Ily— x LL Z O O W U F Z U J N Ji III 1 /x� \/x __�7 x / x — I / =vim°��=aao�z_°�Zw�z EXISTIN6 GEILIN6 BEAMS \ 1111 II 11 \\J�� \x� \xX X� J \�� �\��� \\ KV,\ / �� / \/ / QCKw�o=wo LLp_T �aww6Qw �\ `� w0cn�zW a a z Z TO REMAIN (TYP) / I I BEDROOM 5 II BATH _ G x /x x y x �` x x x yx yx �/ 00>Lu L-oz�w>z°ZLao� III II rr UP � �/ x L� �i '��� � /",/\ ���lu y���\ Q�°Uow,-- °0a�>ow (GARAGE BDRM) II - X / X / x `l �H W¢x W O J�J�(n/n2��w ui 11 II II \ 1 `� °)l � � § \x\\ �u\�� \� �l \\\� X nX \�h\\�� X a w-°O x a 2 x a w w z x x ?w2m�2awxwwUWo¢F -71 � 11 I I II 1 ���/ � �`x� �`Y\/x x x��' ,� �X�\x\\\\�/\x yx ' \ RELOCATE I 1 TELEPHONE BOOTH TO NEW — — PORTION OF EXISTIN6 BASEMENT GEILIN6 BEAM TO ENTRY / / _ / REMAIN DBE \ UP / / / REPLACED D =MCL 1 T 1 O I � FLAN� I —— DOWN STAIR ) VERIFY I EAST tF'1 SCALE: 1/4" = 1'-O" NORTH 1 TO CLO5 GLO5 REMAIN (TYP) BEAMS \\ I I DINNING - - - - - - \\ _ Z Ai 1 1 II I BEDROOM 2 _ =9 1 / �' 0 Z 1111 (DUCK ROOM / I / EXISTING GEILIN6 1111 REVISE ELEG PANEL / I / — — BEAMS TO REMAIN RE: FLR PLAN LJ- 1 I I Z AUND - _J BATH 4 0 LL STORAGE 1 1 I 1 - - - - - -L _LL -L RELOCATE EXISTIN6 TV / U — — \ \ \ \ — I 1 AND MOUNT - VERIFY I) w/OWNER / / o NE WE T b _ _ \ BEDROOM 4 EAST W �LAUN RYA J \\ - - -- (OLD MAS LIKING W r 11 I \ ( ° (o REUSE TUB o I W r 1 \\ (`J�) ) ( 6 BATH I LL DEMOLISH EXISTING I I TOXISTIMAIN LIMP) BEAMS _ RAILIN6 11 WEST MASTER W 1 I DECK E 11 BATH 2 \ / BATHROOM 0 _ _ J a DEMOLISH EXISTING WOOD DECK AND 1 I uj > W FLOOR JOISTS I I \ BELOW - VERIFY w/STRUGTURE—7 I I I ♦� O 1 VERIFY DEMO @ EXISTING DECK 1 1 STAIRS I Z REMOVE EXISTING 11 RELOCATE EXISTING TV I I WOOD DECK AND SLAB I I AND MOUNT - VERIFY II BELOW (VERIFY 1 I w/OWNER II I�l O L — — _ — — — _- 1 w/OWNER BEFORE I I I REMOVE GRAVEL 8 1 SLAB DEMO)--7 DIRT IN THIS AREA - - � I � 7 � I � T7 � I a I I I I I I I I 1 1111 �\ II PREP FOR NEW SLAB 1 II 1 I I I I I I I I 1 1111 WEST MASTER J 11 1111 VERIFY DEMO ® EXISTIN6 I I I I I I I I I 111 (GRANT'S ROOM) 7z STORAGE IIII STAIRS -LLL1 -1 -LLI -1 1—1 O a - - - - - - - - - - - EXI5TIN6 WALL TO 1 \ II I T I I T BE REBUILT - VERIFY �EXISTINC7 THAT DEMO IS CEILING BEAMS 1 NECESSARY I TO REMAIN (TYP) K\ II 1� I I I I I I I I I I I I II I I I I I I I I I I I I CV co - - - - J LL -1 J -I- L- LL1 -1 -1-L o - - - - - - - - - - - - - - - - - UFFER LEVEL =BECK DMOL I T I Oil PLAN 11 II w 5 � � � � W AD.I SCALE: 1/4" = 1'-0" NORTH MAIN L E Y E L E z � Q 1;)EMOL171ON PLAN z 1 10/ 0 SGALE: 1/4" = 1'-0" NORTH 0 m 0 1 2 4 5 D 2ol OF C040 U o N I-- r PMEL W Q o �HO NS O �N a to.�� a--r - - — -- - - — - - B-1165 �w v f<,L 5/24/13 L SF� ARc a cn 0 _ 00 cu oo 0 c: M -0 O C0 X O O mU C O U a > v ZO ir I� =<opW U zZ o=co lo-L9 d wo��w` I� W ali'cnxW w xU-HWO O , H TZ (no(n �} w ow`n°wow = 'ozzo nz� I� W Zz�� wo=z6W aw=aUW�a »���a rtwx- z w z w U z zo o a z o�QOwzw< o zo"of � JLLx Qw0 0-000 �O U�- J U o U J>__�__ ~ U W x W _ V --.n¢§-"9 xOOF �Z U z¢m Z Y Z o¢ 0 0 0 WaZ0oWwo w?aF-mwt- a D w W O W D O O >¢Q O O f-U O xw��cnx�z zw>z0�cr ltl o 1-m naZ)i-arn ¢ow¢a3a EXISTING SKYLIGHTS TO `O = m m z_¢ }w \O wm W �Z °� REMAIN (TYP) Z o°o�o��°�zNU=oZoL) mmzam ¢ Jw Z W W J w�(n�_ }W- VERIFY IF EXISTING RIDGE HILL °?o-=>- QwQ°u)�°oCOX Z BE REBUILT W/REROOF, REMOVE o W LL O z o a X AS NECESSARY mz z?w11zUa°zo�ZO co \W N ¢azo U` W(naU zUm� UJ \X - EXTENT OF DEMO BELOW =wWPm :wZOOOOWQ�ao Lu Q LI..I o~(�0cn¢OOC)(-) OnU W Z F W U 2 F U O A:Q O r �=zr= %Wa Y-g CO°z?ao<n En"f m Z W<U Z W W m�Z a fn W<m y LL Q W 7O�a al � Z 0'w w x w J W } J QO LI LINE OF EXISTING RIDGE �j=LLZOw U o wUOQZ���Jo r — — — — — d� lu, IL ?W�w �ww w W za zz �x�Oc~i�w}¢ozw¢�w X — — — — — — — — m — — — — — — — — ai o U O z�w�a p w w~ o w a X¢w-O O z¢�E¢w w Z=_ LLJ ? M x w w U W O a H H O � � z X aL Q REMOVE PORTION OF — W 1 EXISTING RIDGE VENT I r Lu � Lx VERIFY IF EXISTING RIDGE WILL Q p BE REBUILT W/REROOF, REMOVE O AS NECESSARY Lu p Z I DEMOLITION NOTES: I. AT JOB SITE VERIFY ALL EXISTING CONDITIONS BEFORE X/ t!) GOMMENGING ANY WORK. CONTACT 4 COORDINATE VERIFY IF NEW CHIMNEY HEIGHT W/ARGHITEGT AND STRUCTURAL ENGINEER REGARDING Z REQUIRED BEFORE REMOVING ANY DISCREPANCIES FROM THESE PLANS. Z O EXISTING METAL GAP $ FLUE TERMINATION RE: BLDG 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY W ELEVATIONS LOCATIONS AND CONDITIONS ON THE JOB SITE PRIOR TO O O GOMMENGING ANY WORK. H 3. REVIEW ALL STRUCTURAL DRAWINGS FOR ANY NEW Q J BEARING WALLS, BEAMS AND COLUMNS AND SHORE ALL EXISTING COLUMNS, WALLS, BEAMS AND JOISTS TO Q REMAIN BEFORE PROCEEDING WITH ANY DEMOLITION I WORK. Lu 4. CONTRACTOR TO PREPARE, PAINT, PATCH e REPAIR ALL J EXISTING CONSTRUCTION (INGLUDING BUT NOT LIMITED TO W T-- DEMOLITION OF EXISTING FINISH MATERIALS) TO ACCEPT NEW CONSTRUCTION WHERE APPLICABLE. 5. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN AS Z REQUIRED DURING DEMOLITION AND CONSTRUCTION. PROMPTLY REPAIR ANY DAMAGE TO EXISTING O CONSTRUCTION TO REMAIN TO A LEVEL EQUAL OR TO EXCEED EXISTING CONDITION. J DEMOLISH EXISTING I I DECK BELOW I I 6. VERIFY ALL ELECTRICAL, PLUMBING AND MECHANICAL IN �_ W WALLS TO BE REMOVED BEFORE DEMOLITION BEGINS. > TIE OFF OR GAP AS REQUIRED. Lu -7. VERIFY J^/OWNER AND GENERAL CONTRACTOR BEFORE J O L_—_— — — — —_—_— — — — — --- DISPOSAL OF ANY ITEMS THAT GOULD BE SALVAGED I T T T I-1 T T T T 1 FOR REUSE. V I I I > J O I I I I I I I I I I I I I I I I I ROOF DEMOLITION LEGEND a J 0 - - - - - - - - - - - - - - - - - - - - - - - EXISTING ROOF TO BE 2 n REMOVED - REMOVE GEDAR SHAKES AND ROOF FRAMING N OF O 0 a OO'' EXISTING ROOF TO BE REROOFED D E 1 - I O i. 171 O I � IM �A'I � - REMOVED WOOD SHAKES I EXISTING FRAMING TO REMAIN N_ co 2 5GALE: 1/4" = 1'-0" NORTH O N N EXISTING ROOF TO REMAIN j W 0 1 2 4 8 Z :3 p Z J_ o m D 2.2 65ENE AL NOTES: of C04p� d o a a N I__ PAMELA W. O (.0 (.0 I. ALL PLAN DIMENSIONS ARE TO FAGS OF WOOD OR GONGRETE, UNLESS NOTED 1-1. VERIFY ELEGTRIGAL ROUGH-IN LOCATIONS FOR ALL APPLIANGES AND L16HT T.O. GONGRETE HOPKINS O It It OTHERWISE. FIXTURES. COORDINATE LOCATIONS OF ALL DEVICE SWITCHES AND SLOPED CONCRETE RETAINING 8203'-q" ��q U o X R THERMOSTATS WITH AGHITEGT PRIOR TO GONSTRUGTION. r W. ti Q WALL WITH STONE GAP % ASPHALT DRIVE i +� rn LL 2. THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS, EXISTING AND NEW, IN FIELD B-1165 V AND NOTIFY THE ARGHITEGT OF ANY DISGREPANGIES. AREAS OF CONFLIGTS OR 10. ALL MEGHANIGAL WORK FOR THIS PROJECT 15 TO BE COMPLETED IN A WORKMAN - STONE VENEER � ONE SIDE o RE: SITE PLAN - ASSUME T.O. GAP ® +3" -� DISGREPANGIES MUST BE FULLY RESOLVED BEFORE GONSTRUGTION CONTINUES IN LIKE FASHION AND IN AGGORDANGE WITH THE REQUIREMENTS OF THE GURRENT - RE: STRUCTURE 5/24/13 `�� L THOSE AREAS. VERSION OF THE INTERNATIONAL MEGHANIGAL CODE ADOPTED BY THE GOVERNING MUNICIPALITY - SEE COVER SHEET. ALL NEW GAS PIPING SIZE, 3. AFTER EXCAVATION AND BEFORE ANY GONGRETE WORK VERIFY ALL EXISTING MATERIAL AND CFH PER 2012 IFC6 MUD SET FLAGSTONE PAVERS (q FOUNDATION CONDITIONS, WALL SIZES AND FOOTING ELEVATIONS - VERIFY % ON GONG SLAB ® SITE STEPS w/STRUGTURAL ENGINEER THAT ALL GONNEGTIONS OF NEW GONSTRUGTION TO OLD I°i. ALL BATHROOMS ARE TO BE VENTED TO THE EXTERIOR WITH A FAN AND DUCT T.O. GONGRETE (5NOWMELT) RE:51TE PLAN '1 WILL WORK AS DETAILED. SYSTEM TO PROVIDE 5 AIR GHANOE5 PER HOUR (MINIMUM). 8206-3" CL 80 4„ STEP LIGHT IN STONE VENEER O 4. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATION AND SIZES. 20. VERIFY ALL PLUMBING FIXTURE LOCATIONS PRIOR TO INSTALLATION. (TYP OF THREE) _ CONCRETE RETAINING WALL T.O. GONGRETE 00 5. ELEVATION GALL OUTS ARE ROUNDED TO THE NEAREST I/8". 21. PROVIDE HUMIDIFIGATION SYSTEM (p WEST UNIT. REFER TO MEGHANIGAL WITH STONE GAP 82064' PLUMBING DRAWINGS. - STONE VENEER @ ONE SIDE - ASSUME T.O. GAP a +3" i /i i 00 6. PROVIDE PVC, PIPE THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER - RE: STRUCTURE - j ii i 8 ii ii M PENETRATION). CONTINUE PVC, UNINTERRUPTED TO VENT AT ROOF FOR PA551VE 22. PROVIDE INSULATION AS FOLLOWS: - (GAV = CAVITY, GONT = CONTINUOUS) u� RADON VENTING. 2 VERTIGAL RUN LOCATIONS TO BE DETERMINED. PROVIDE i A i / X O ELEGTRIGAL OUTLET AT ATTIC, FOR POTENTIAL IN-LINE FAN INSTALLATION. ROOF/CEILING (TO EXTERIOR) R-4c[ LINE OF ROOF ABOVE j A4.0 m U EXTERIOR WALLS R-20 GAV 7. PROVIDE PERIMETER DRAINS AT NEW GONSTRUGTION. FLOOR (TO EXTERIOR) R-30 27'-10" I a O BELOW GRADE BASEMENT R-IQ GAV or R-15 GONT or R-13 GAV+R-5 GONT I L J (n a 8. ALL NEW PLUMBING WALLS ARE 2x6 FRAME GONSTRUGTION, UNLESS NOTED SLAB R-10 (ADD R-5 FOR HEATED) EXTERIOR RECESSED GANS OTHERWISE. AT SOFFIT OF SHED ROOF "-� ;fl CLI SEE TOWN OF VAIL AMENDMENTS TO DETERMINE IF GONTINUOU5 REQUIRED FOR THIS ABOVE (TYP OF THREE) Q CONCRETE SLAB - FOLLOW THE ° PROJECT b j I I w SLOPE OF THE DRIVE ¢z o w o c� w w cf. ALL FLOOR ELEVATIONS ARE TO FACE OF GONGRETE SLAB OR STRUGTURAL U a w o ° 2 z 0 (V w�w0¢ d DECKING. 23. PROVIDE BLOWN IN GELLUL05E SOUND ATTENUATION INSULATION AT ALL NEW INTERIOR ! f O I w Z u< w o 10. ALL INTERIOR DOOR OPENINGS ARE TO BE CENTERED IN WALL FAGS OR 6 (MIN) WALLS. 4-8 EAST TRASH < ~J z FROM WALL FAGS, UNLESS NOTED OTHERWISE. DRAIN / w o°z u9 0 ° o z o-Q ° ° / / L - - - J � �w-��z°� woFzww 24. PROVIDE MONITORED FIRE ALARM SYSTEM TO COMPLY WITH NFPA72 (2007) AND r O i ENCLOSURE w m w° -'w m F U O O w VFE5 STANDARDS. ® � 0 101 r z-w °z 11. VERIFY ALL INTERIOR WALL AND GEILINO FINISHES, INTERIOR DOORS AND DOOR �- = z U)'n= o- o w°z TRIM AND INTERIOR WINDOW TRIM WITH OWNER PRIOR TO PURCHASE AND `� °� CONCRETE w °a a ?a a z U2 z a mo w= ¢w 0 O-0 0 0 25. PROVIDE NEW GARBON MONOXIDE DETEGTOR5 AS REGU I RED PER I RC 8315. % J Z J=w=Q ~,w�_ INSTALLATION. ¢ _ E, wcn¢� LLz 00-�z i TRENCH DRAIN Z. zo¢ °wz n o 26. I T I S THE INTENT AND MEAN I N6 OF THESE DOGUMENTS THAT THE GONTRAGTOR 4 'w¢o " o ° 12. ALL NEW INTERIOR WALLS TO HAVE 518" GYP. BOARD FINISH. WALLS AND O FULL HEIGHT WELDED WIRE MESH w w- z °w w°o O w/HEAT TAPE / C7 wwzwJwwO wOi-x�zw AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS AND EXPERTISE BARRIER BETWEEN TRASH AND i °Z Q LL o°a J o m GE I L I N6 OF GARAGE TO HAVE 518 TYPE X GYP. BOARD FOR I HOUR FIRE TO OBTAIN N A COMPLETE JOB WITH REGO6N I ZED STANDARDS AND APPLICABLE I GABLE STORAGE o =w _° Z Z° U Fmcnw Z) a-(n ¢°W aa_ < SEPARATION TO RESIDENCE. CODES OF THE INDUSTRY. T.O. (N) SLAB s 13. PROVIDE ALL NEGESSARY BLOGKINO IN STUD WALLS AND GEILIN&S. LOCATIONS 27 SEE TYPICAL GONSTRUGTION NOTES ON SHEET A4.0 DEMOLITION NOTES ON EL. 8200.O' O SLED STORAGE I NGLUD I NG BUT NOT LIMITED TO GE I L I NG AND WALL-MOUNTED FIXTURES, TOILETS, I w m c�Z °v SHEETS D2.0 AND COVER SHEET FOR ADDITIONAL INFORMATION. „ x a m a ° z a z J TOILET AGGESSORIES, CABINETRY, COUNTERTOPS, SHELVES, AND CLOSET RODS. 5-2 6 I6-D 3- Ip° LL z LL¢- w w Jo Z z0 Z�owo>�=3c�NUxOzo� 14. GONTRAGTOR TO COORDINATE ALL MEGHANIGAL ELEGTRIGAL AND PLUMBING 28. CONTRACTOR TO PROVIDE ASBESTOS PROJECT CHECKLIST TEST RESULTS. FINISHED OPENING R.O. N o o w o o a OW Q °a m 6" ° " X� �viO�cnwwLLo°z�v~icno~¢~ WORK WITH ARCHITECT PRIOR TO GOMMENGEMENT OF WORK. g" 26'-2" 8" 5'-10" 8 w!Y ¢°o a"°,w �z Q?c�zF�0 2w n¢°ww z°mom En wx 2 7ti z w�u~i2�=Ow9 2ow0z� �� 15. ALL ELEGTRIGAL WORK FOR THIS PROJECT 15 TO BE COMPLETED IN A WORKMAN I-I/2 WD FURRING SLOPE GONG ® w- - ow w<,.a° LIKE FASHION AND IN AGGORDANGE WITH THE REOU I REMENT5 OF THE GURRENT SET 2" FROM GONG SLAB 1/8"/FT TO N o w Z�a�°w aw'2 F o D ° Q ao0n o °°-� °o nV VERSION OF THE NATIONAL ELEGTRIGAL CODE ADOPTED BY THE GOVERNING D FNDT WALL -VERIFY I FLOOR DRAIN m_ v o x z a° w Q LL U)g m z<;:z a o 2 I6 I/2" (15" INT DIM) WIDE REG7'D INSULATION a �z <w Q�°�t>-0(6 MUNICIPALITY - SEE COVER SHEET. A MINIMUM OF 50go OF ALL NEW LIGHTING TO A4.1 LOCKABLE LOCKERS K° z o z w w m z a w w ° BE HIGH EFFIGAGY PER 2012 IECC 6ARGE (TYP ® �Q Qx~� LLw=w� 6ARA6E) - D °o w o1rc��aaln��E� O p%z oxbwaio3-W'W>- 16. GONTRAGTOR TO COORDINATE ALL ELEGTRIGAL WIRING, SWITCHES, I 2 A6.0 FD w w 1 x ?U =z a ao Z a°ma o COMMUNICATIONS, DATA AND TELEPHONE JACK LOCATIONS WITH OWNER PRIOR (N) GONG FTDN AND '� =LL z'o a ° z a o N TO COMMENCEMENT OF WORK. SKI AND SNOWBOARD cn w w w LL w= z m FRAME WALL �, ��¢ BELOW (E) BUILDING N eYB BRD WRAPPED a_=o m°o X a,��o J CANTILEVER ABOVE STEEL BEAM ABV GARAGE 4 STORAGE (SLOTS) 0 0}W F o Z w w w-°Q o>o KMWD>RE: 102 cn °vmz�W2w°w¢�>ow _ r - - - - � II'-8"-VERIFY CONCRETE <x~¢w o o I a a-0::) x x MATGH(E)STAIRDIM•A$V MATGHEXI5TIN6 -- ?w�m�2m fww°woaHH TRASH I BOVEENCLOSURE �j WATER RESILIENT CARPET @ NEW I GONG SLAB ON GRADE REMOVE SLAB W/HYDRONIG HEAT AT EXISTIN& LEDGE IN (E) FDTN +1 '�' 8.. Zv 8 STAIR SLOPE 1/8"/FT TO FLOOR TRY ABOVE / / q STAIR DRAIN LINE OF (E) EXT Q RE: STRUGT ~Q 2 Io7 I 2 Q B . . . . �. . . . . . . . . . . B WALL ABOVE CARPET � I A4.0 � N 1-1/2" WD FURRING SET 2" Q TIE (N) FDTN WALL INTO U) FROM GONG FOUNDATION - EXISTING RE: STRUGT STORAGE I I A6.0 I WALL W/FOAM INSULATION - - - - 103 T.O. (N) SLAB 2" RI61D INSUL @ - - - - CONCRETE EL. 8200.0' EXTERIOR OF GONG WALL - - - - (N) FOUNDATION WALL 11 N / (TYP AT BELOW GRADE _ - - UNDER (E) RE:5TRUGT 2 q'-II 1/2" ;= I 15'-II" / LIVING SPACE) z NEW DIMEN51ON5 3 1/2" b' WD BENCH WITH WOOD GUBBIES ABOVE O Q START POINT (N) CENTER WALL TO ALIGN (E) CENTER WALL ABOVE 3 I/2" o "WILLIAMS" BRAND BOOT AND GLOVE DRYER - 48"x20"x66" Q U WOOD HAND GRIP UP - (E) FAST Q PER CODE 15 R @ 7.21 o N 1'-0" 2'(E) ANTIQUE PHONE HALL 2'-2" T.O. (N) SLABOTH RELOCATED -II" ° GRAI�ILSPAGE � � W BENCH o OO N 105 3 1/2' 8" FROM MAIN LEVEL EL. 8200-O W/GUBBIES FIN OPN6 8 - L O ABOVE r I CARPET UJ m J / Lu GRAWLSPAGE ACCESS INTO J - a o S STO G 2 (E) GRAWLSPAGE i EXISTING COLUMN - m CABINET DOORI T.O. (N) SLAB 1CR EL. 8200.0' CONCRETE VERIFY - - VERIFY GAB DECK POST ABOVE I EPTH W/UNDERPI O (TYP) GYP BRD „I MEGHANIGAL D J (E) GONG FDTN (TYP) ALIGN (N) WALL W/(E) WRAP @ (E2 2-6 I/2 106 COLUMN - COORDINATE WOOD BE M J CONCRETE SITE WALL W/ARGH IF HALL LESS 2" 31/2"CONCRETE D ABOVE - THAN 3 8 I ALIGN WALL WITH (N) GOL ° PLAN LF-GEND W > (E) WOOD BEAM AND (N) BEAM ® EXIST FLR ABOVE (TYP) I I FD JOIST SPLICE ABOVE O NEW GONGRETE WALLS SLOPE GONG / I SLAB 1/8"/FT RAISED GONG SHELF FLOOR DRAIN BETWEEN EXISTING ff NEW NEW FRAME WALLS Pi/CELLULOSE > Q FOUNDATION (TYP) SOUND INSULATION J / -7 �+ I EXISTING GONSTRUGTION I / (E) WEST (N) FOUNDATION WALL TO REMAIN j n I I EXTERIOR FIREPLACE GRAWLSPAGE I UNDER (E) RE:STRUGT H I ABOVE n� NEW SMOKE DETEGTOR - N - - - - - - - - - - - - - - - - - HARDWIRED w/BATTERY BACKUP O O I I 4 SEE MEGHANIGAL DRAWINGS r T_ FOR DUGTIN6 THROUGH NEW GONG FDTN WALL 8 p \ \ L_ - - - - - -J GRAWL5PAGE FOR FOOTING RE: STRUGT r C1I \ \ ID N TATION SYSTEM S 0 I A �II T N 5AGG J =MrIN I /GARAGE LEVEL FLAN � W I 2.O 5GALE: 1/4" = 1'-0" NOTE: NORTH aD C7 THESE DRAWINGS ARE BASED ON INFORMATION FROM E z \ \ EX 1 STI NO DRAWI NO AND SOME FIELD MEASUREMENTS BUT :3 0 \ \ NEW DECK POSTS NOT FROM EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. Z J \ \\ (ABOVE) SET ON I O I 2 4 8 GONTRAGTOR TO VERIFY ALL EXISTING GONSTRUGTION \\ EXI5TIN6 FOUNDATION AND CONDITIONS IN THE FIELD BEFORE NEW 0 p m WALL GONSTRUGTION BEGINS AND NOTIFY OWNER, ARCHITECT AND STRUCTURAL ENO I NEER OF ALL D I5GREPANG I ES THAT REQUIRE REWORK OF THE PROPOSED DRAWINGS. A2mO MAIN LEVEL PLAN NOTES: FLOOR PLAN LEGEND _ U o FLAGSTONE STEPS BELOW _ _ - a C14 'Ct I. SEE "GENERAL NOTES" SHEET A2.0 FOR A RE: SITE PLAN - - r � r__ ADDITIONAL INFORMATION. A4O - � AREA OF REBUILD U p X 2. SEE DEMOLITION PLANS FOR GONSTRUGTION TO BE METAL 6UARDRAIL ON METAL GUARDRAIL O REMOVED. SITE WALL BELOW ENTRY WALK (TYP) I p LL 3. EAST UNIT, EXCLUDING BATHROOM 4 AND VANITY 4, NEW FRAME WALLS WGELLULOSE SOUND INSULATION I I � TO HAVE CONCRETE TOPPING ON (E) AND (N) FLOOR STANDING SEAM METAL FULL LENGTH SHOWER DEGKIN6. SHED ROOF BELOW TRENGH DRAIN I I Q EXISTIN6 GONSTRUGTION I 2T-10" I I 4. EAST UNIT WITH THE EXGEPTION OF BEDROOM 5 TO REMAIN • ;77 I'-2 I/2" 5L.1/2" 5 1/2" '5 1/2" 9 1/2" I I !' OF COO(O AND BATH 5 TO HAVE BED IN-FLOOR HEAT. NO INTERIOR HEAD OR JAMB 2'-6 3/4" 2'-6 3/4' 2'-6 3/4" 2'-6 3/4" l'-10 5/8" I I V BASEBOARD HEAT AT BEDROOM 5 AND BATH 5. TRIM � UPPER WINDOWS D, F, � � ELEG MAT OR SMALL HYDRONIG TUBES IN 1/2" n NEW SMOKE DETECTOR - R.O. R.O. R. R. . I Q� Q GROUT BED AT BATH 4 AND VANITY 4. �N HARDWIRED w/BATTERY BACKUP H AND K - SILL ONLY I I PAMELA Ns, O 5. REPLAGE ALL VANITY CABINETS, VANITY TOPS, I I w° = p LAVATORIES AND TOILETS AT BATH 2 AND BATH 3. EXISTIN6 SMOKE DETECTOR (N) PERIMETER BEAM I HAND GRIP PER CODE r 4vVN OE VERIFY LOCATIONS a CONDITION - ABOVE TO MATCH O H F D I (TYPICAL) B-1165 �V 6. VERIFY CONDITION OF MIRRORS IN BATH 2 AND REPLAGE AS NECESSARY EXISTIN6 (TYP) J G E G $ I I f� 5/24/13 .� p O BATH 3 - REPLAGE AS NECESSARY. MUD SE FLA65T NE WALK AND N STAIRS (ON SLAB RE: SITE PLAN s ARG� co � 7. VERIFY FLOOR ELEVATIONS IN FIELD. LINE OF (N) ROOF ' _ I/2"" . " -0 X O COORDINATE WITH ARCHITECT IF NEW STAIR RISER ABOVE u�' ., .. .. :. .• .13'-21. BUILT IN . . :`n �' I'-0' :i'-5;#/2.'"..: 3'-0 3'-l7 51/2" O O HEIGHTS EXCEED 7 1/2". O .. SHELF. m. a' MIRROR � m U . 512.. ..:.... .... .: :.... .: . NEW 6A5 APPLIANCE :.: :w/Ll RY �. _- EAST o LINE OF TRASH ENCLOSURE 8. ALL NEW FINISHES AT WALL INFILL TO MATCH E ,�D Si O: a T WALLS BELOW c0 ADJACENT WALLS. L = \ ' v. a : MSTR BAT o ER.•' AN G-AB MUD SET FLA65TONE `�.. 40" 7A - 201 0 0 (N) EXTERIOR LIGHT FIXTURE -� . LL' a. PROVIDE HUMIDIFIGATION SYSTEM @ WEST UNIT. PAVERS ON SLAB _ _ BUILT IN BOOKSHELVES, :. �; = GEILtN6 GABINET '' = TILE o w FULL GUT OFF STYLE PER � � cv :�� O n REFER TO MECHANICAL AND PLUMBING DRAWING DESK & CABINETRY : BRI K TOWN GODS u> EAST ° _ A m - EAST MASTER k.. : T LINE OF ROOF ABV :.. .. .. .. . .. z. MSTR G SET o =W° o o o :'. ' PENNY $ PHILLIPRbON]) in.. .: :. - - - o -Z ��W`-'ate ��<�ao 202 _ _ > CARPE - �u-~i w �LL�O=J w FU _wO _ _ .: N FRAME WALLS TO D ?????'.. .. `. GLO5ET .N, m o REPLAGE (E) FIXTURE w/(N) EXTERIOR G ° w LL Z z ° STONE VENEER AT ( ) L : LIGHT FIXTURE - FULL GUT-OFF STYLE w °w U w o�� (N) O TRASH ENCLOSURE WALLS INFILL BELOW (E) A4.1 _ EAI _ v PER TOWN CODE TYP 4 Q w Q~w W a °v o w p. ARC ED. e•: 1 5 . .. .SYSTEM m.. . O GANTILEVER ABOVE II'-8" .. DRE59ING .N: Dt� Q ( ° F a F= m a 26 4" :. : LOCATIONS THIS LEVEL) ::. - z EXISTING-VERIFY EX TING VERIFY .. .:: ... . ..: . :: .p C�PN. a�a.?: 'GFT = (I)6"R - °o Q°it z a a z o ' o� ° °¢ ..�.? O �� ww2 aw0 OoU00Z CONCRETE SLAB - 5'_0" 4'-I I/2" 8'-4"± <r m- :. _ : .: tY: �.. '. (E) ROOF BEAM ABOVE z J�w o 7� SLOPE TO DOOR (TYPICAL) a U,z z o a 00 z`�0 o MATCH(E)STAIRDI •ABV a ::. 1'-0 •..1.: a = �aao�c�>z �mo�u° o 5 .x./2 n"'°�w� °-=�zw tr .. _ - z 0 J w w° a z r - :: - - /rirr // it/irr WEST TRAS = f/ t ' i °a�LL�°a� � °m�= ' 3 z y :'�: 3 I/2 LiP2 .: _ o F w- iiirr/i ° / j r k L16HTWE16HT GONG WITH NO _ cy. ��, LR/.IS VERIFY WINO WALL OR CABINET m a° a ¢ ENCLOSURE rirr ar : : PANEL w/OWNER BEFORE FRAMI N6 236 IN-FLOOR HEAT ® BEDROOM 5 ��' N 4 BATH 5 - HOT WATER :- .:. .. ....-. _. .. ... N, � �r ..� . ., R LOGKIN6 MTL GATE / GONG =- RO o BASEBOARD IN THESE TWO - PAN. ' Y T.O. (N) DEGKIN6 w m°L `J" ui c7'z U �n u� � x z m m z a z >w r = ROOMS 205 - " ¢a ¢ °w� ox- >-� irr. iir N EL. 8208-I I/4 - } - - RG SLOPE ¢ ry WQOID I]2" - - // F- „ - _ .' , ';, - �N zd�w��OpOC7OZ�pOO¢ J1 5LA$ +, cfl �' — 5 1/2 .. , ° .. ': �,: :'�.1 _� '':,.. :. _. -'� ~ O — w~z U O C7 w w _ ]O�I.;. . 3•'f/2 - LLJ W °°w m a a v -.��pp N :. • . .: : 5.1/2: REBUILD FLOOR g (E) ENTRY ¢ z m° ui °?m x " 43 - Q STAIR {q zQ 5 I/2 w 5 I/2" 2 I/2" 2 I/2" 5 IF2". - a°o z°a°z o °W m x WD HAD 4 0 (l EAS a W - o r .. #2 5.f/2 o g .3#/2 0 AST:KItGHEN.:: g m Z ,Z ���L., Z°m- I 3-21/2 � Q CARPET GRIPPE =:.—F• f. =FZQZaao��woN�Wes° ( ) t 20C: .. . se . �j- N��� • wWU�i��c=1�z°o° z2 ° CODE P A4•� :.(zA5 GOOKTQP IX A4D w w a,-a° rr , Q: .BEDiOO1`�I.S :. -,w Xnnwz �w�ww�W�z p. 1 r/ELEG OVEN Z� F_w z m o #�100U ee. r 20-1 � ° o A T: K 1vF- c�4 n o U° °o n - `� - •:'$ELOWAND- .. O° �=zac�c�nwQLL�gm°z�o�' T.O. GONGRETE ij N EXISTING TO 210 :.: ct�: VERIFY.DIM Ni/ HOOD A�PVE a o°2? J o - a Y i - - - - (N) 14 WOOD TREAD _ .. . ° - - - >m a- ° 8205'-5" / OWNER a o CARPET. .. k: UNDERFRAME GEILIN6 AT KITGHEN z w a °z w w m ¢ w =o r _ REMAIN fXlSfi . . . (E)'-TUB'.TO:.$E °'w w � z r DINING AND BEDROOM 5 FROM -w °w- r / CLOSET 3 cJ ':..:.._. 'dJ. w��aaF zou w=w� L i/ (N) SLIDING PATIO 222 — — — - _ - -- O i_ i' .: .3 _ i_ rc '" n. i n KUwu�o FNY¢W Q r / b .rt-4/2 2 3112 _ - ORI6NALRIDLN6 GONFAI ORATION w� wi��xoa°�a�°,a° •RI;USE:I?... .: r r DOOR IN (E) OPENING GARPET - - STONE VENEER ON (N) GONGRETE SITE WALL % (TYP OF THREE) O EX S - :: :I. 3 f/2": a W o F-z a a a°° U) Z� RE: SITE PLAN (E) STAIR -•- - - - -- - a w w ¢ 15- i p m BATH (E) WOOD NENDIMEN51 N5 _ "�. .• .. 8A2 H. _ 3 R _��°��°w�wowmo°�� 0 . :.:. _ w %; O 221 N STARTPOIN MIRROR:.. _ �Zm�~°Z w>Z�Z"a°Y ? REPLAGE E FIXTURE w N i E BEDROOM 5 -� LOS Tj E: w 116 5Q FT REBUILD �F w Q o z°w�g 2 o=�U)x z EXTERIOR L16HT FIXTURE - j r 6ARA6E BDRM) 30 o UP CPT`TILE. .' _w m a w x w w° o¢ ( m J 0 d ¢¢~>o w r :.-�? {� _ HATCH REPRESENTS AREA OF Z x w w z x x E 6 aw~oo°ate FULL GUT-OFF STYLE PER r ° i O N _ _ _ T.O. (N):D GKLN' - - -. TO 223 zq O -' ~ < :. :: : :.. . _ ,,,. ... EL.:82Oq'-S I%4,. ..: .. .. : O x TOWN CODE (Tl'P 4 / / 27 N 18 O 1 2 w r _° OS-l' (E) GARPET a O l 0..v: �(1 MOLISHED AND REBUILT - EXISTIN6 BE DE LOGATIONS THIS LEVEL) w - - o - = - - - - - - - - J - 50% OF DWELLING UNIT TO BE 3'-8I/2" L - 2io6a HA GAB1TM DEMOLISHED • T N'r�1� (E)TILE (N) 26 21 - LU (N) MTL SPIRAL STAIR TO r r (E)GPT (E)TILE I r S T.O. (E) DEGKIN6 I 220 W OD HALL-2 W __ Q DECK ABOVE ' O ON 21 Iq DEMOLISH REMAINS 212 EXTENT OF DEMO AND E 28 EL. 820°]'-O" (E) TILE (E) COLUMN (TYP) - o L - - - - - - - J � 2 R OO VERIFY LOCATION + REBUILD r �XIST__IN6_�ZZYLJLTS 20 Z E V IEIz /rri r TO REMA I N - I FY CONDITION AND FAST w rrri 0 °rjri//r/rr/ O LOGATION EAST (ONN N6 (E) 15EDROOM 2 RELOGATE (E IR/IS r;/ yiji PULL DOWN — LAUNDRY T.O. (E) DEGKIN6 x (DUCK ROOM) O O x /ii err 33 STAIR VAN 22 (� O5 EXISTIN 213 208 �- �� w UP 226 GAB RELOG WOOD EL. 82oG 8 114 (E) TILE 32 HE ND MEGH FLUE AND AIR Z L9 (5� 225 a t 25 „ ' LAUNDRY MEGH OF /rr; rr O REMOVE (E)WD BURNING ( { I L (E) TILE `n VANI 4 5 1 FURR AS NECESSARY EXIST O O i FIREBOX - REPLAGE WITH (N) O 24 EXI5TIN 216 3 I/2' O / rr GAS APP - VERIFY THAT FLUE ° TILE GPT ii �T� GAN RUN IN (E) CHASE RELOGA TILE LINE OF (N) DECK ABOVE v ADD FULL DEPTH T 6 OOD r i OS'-l" INSULATION (E) BURNING FIREPLACE Q MIRROR Q r / WALL MOUNTED REVISE (E) `i' �NALL5 8X8 WD GOLUMN w/6" H16H N ABOVE ELEG PANEL 25 R ii STEEL GOLLAR o BASE (TYP) X15TING o I O EDRO 1'f 4 OWNER w REMOVE (EI DOOR - / LOCATE (E) EAST cn G . . . . . . . . CLOSET 2 JNFILLJNALL- %T.GH LD MA ER rr O 22'1 f L �/ N6 - �' ri A4.1 m (E) WALL FINISH - I O W j a / PINE SOFFIT (PAINTED) AT Q GARPET CARP 20Q m z UNDERSIDE OF DECK ABOVE z ° BATH WOOD Lu 3, 230 BATH w w a % MUDSET FLA6STONE PAVER O TILE TILE I Z PATIO ON SLAB RE: SITE PLAN - m 5 R 4'-21/2" ry i - ( ) O R (E) BATH 2 I/VAN m W a O z �, — 228 WEST m GAB k o O r N 35 36 (E) TILE HA 2 m a I N O x 22q MIRROR W r w WOOD BEAM AT UNDERSIDE CARPET 38 BEDROOM (0 k Q EXIST EXIST EXIST Lu > W O SOFFIT ABV r i OF DEGK ABOVE (TYP) ry O FOR FP VENT 'Y' (WEST BUNK RM)- `" O /% ar/ - - - - - - - - � 5q O r 4'-2 I/2" GARPET •T-0 5T4" A 0 r r REMOVE (E) WOOD DECK, (E) 2'-8 3/8" I-I 1/2 p pD FULL DEPTH WALL MOUNTED 40 3 I/2" V r SLEEPERS AND (E) SLAB (VERIFY) - CELLULOSE SOUND TV ABOVE N A4.0 Q J INSULATION AND 5/S" m � � O 5OUNDBOARD DRY L WEST REMOVE (E) SHED FLOOR, FRAME WOOD BEAMS AND PINE SOFFIT - (E) WALL DRESSING 3 1/ „ 41 a / (N) FLOOR ® LEVEL OF ADJACENT ° (PAINTED) AT UNDERSIDE OF (E) 2'-3 3/4" (E) FLOOR = 820G-O rr BLDG GANTILEVER 2 SIDED OAS CARPET m n 1'-4 3/4 J rr 0 APPLIANCE - m z HAND HELD SHOWER HEAD - N TYPIGAL AT ALL NEN rr N m Q T� WEST REMODELED BATHROOMS D w O O m ¢roA WEST MASTER = 42 �° MSTR BATH Ln r/i ROO - 235 _ !ri 232 b'-3" 3I/2" 5'-O" 3I/2" II'-8° TILE o u r (E) CARPET ,n CLOSET /r • / r r NEW PATIO SLIDING DOOR SYSTEM m 2'-8" _p UP N M IN (E) OPEN I N6 (TYP OF 3) y a 0 / � N 10 01 VAN GAB d- ~ NEW WOOD STEPS N 4'-0" 2'-8 3/8 I'-6" OWNER MIRROR 4 5 N/AWOOD RAILIN6 NFAALL5 Lo W D 11 CLOSET I GLASS PANEL N 0- I 3 3/4° 233 A4.1 14'-2 1/2" CARPET V-3 112" -0 z (N)DECK REMOVE (E) WINDOW INFILL/PATGH EXISTIN6-VERIFY Q WALL AS REG'D - INTERIOR AND Z O J EXTERIOR MATERIALS TO MATCH I �/� I '�I \ / �� I 0 EXISTING I_I I �( I -� 0 m ,42.1 5GALE: 1/4" = I'-O" NOTE; NORTH VERIFY THAT (N) COLUMN THESE DRAWIN65 ARE BASED ON INFORMATION FROM EXISTING DRAWING AND G ANTILEVER W UNDER EDGE OR (E) SOME FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE REVIE OF AS-BUILT CONDITIONS. GONTRAGTOR TO VERIFY ALL EXISTING GONSTRUGTION AND A 2ol O 1 2 4 8 CONDITIONS IN THE FIELD BEFORE NEW GONSTRUGTION BEGINS AND NOTIFY OWNER, ARGHITEGT AND STRUGTURAL ENGINEER OF ALL D15GREPANGIES THAT REQUIRE REWORK OF THE PROPOSED DRAWIN65. QF C040'Q U o a N I__ PAMELA HOP NS �O r- �It 0 oX r W.�jo ti � LL � B-1165 C� �� v 5/24/13 L SFD ARG�` a cn CL 0 _ co ca °° 0 c: 't -0 0 c � 0 0 I I I U) a > ROOF ® (N) TRASH F ENCLOSURE BELOW ° ¢w°�°O¢ d �°w _STSI R lzz n n W O°z L SITE WALL BELOWL ~i L ZUT"a W C~j ~ wJ¢UXO F W O EXIST w owZ°woWFV oz0O� O W J v) U H Z U R W O I-Z K K »> n0a O 0- w Z w z w U z O °a z O O � C 7 °W'Q O W Z Q a Z I Z 0 0¢ 00 O � ���}=_�=o 0000oz ° J F W H U d' ¢ Z�v=i¢§-W o GOOF-�Z ROOF BELOW = z¢m0}zO¢ °°WZ�O°C) x U_` W¢Ow C7}Z Km0LL1 W L)C) W zZUJ W w0 W'z'¢F-m W,- }- Ul O ow��o��Z zw<zae wcr L I LL X �W W O W O O }¢¢}O-U U m n a a n ¢°w¢a ¢ DN Lu (E) WEST KITCHEN — — — — — J DN W°w w } ou 302 \ �Z0LL w wzWzLiox�}J= z =mzm m Z¢z }w X X °O Z o> O N U x°z O°c[ X LLJ w Og�>�w0zgcnOZ�oO Jw O \ T.O. (E) DEGQN6 � aW z�azo m \ \ U . 1¢U O H W K~�¢_�Z°°�°Z� 7 � �w� u�i-.3z:°W vice cnw¢�Q° X �UwZm O�wviww�wcnp z O LL' 0~ U O O w Zx0_ao �LL�gm°z�0- O ¢H° C7w¢ O��41_ _ EXI T (N) GEILING BREAK ° y�I^I z�° nzw zau w�=oLL ( / Y YDR ZXX ���wuwio�~F�i�i� �� O Ww�x�Z��=z¢oza°QO � w_ � GASBBQ wo�WZ�Waw°�Zoz_�J� v O (E) SKYLIGHTTO �ZaW-~n�zw�¢oa°zW� DN ON W ��e - - REMAIN (TYP) =W~w~-WWxWWiw°oQoo<Y W�oz °U Z m p}O co 0¢w O W¢w W �H W¢x W H W 2J�U)v)2�v,d' LOCKING MTL GATE REMOVE EXISTING NEW EXPOSED GEILING z X°U z J a O°¢ }o w E LOFT (N) 5'(P SPIRAL STAIR TO ¢-¢w-o0°¢wu-¢W Wzxx w�'m a W x w W UW o¢�� TO MATCH RAILING WINDOWS THIS WALL BEAMS w/WD DECKING 401 GRADE w/METAL RAIL @ GEILING TO MATCH IS' EXISTING (E) GPT (N) EXTERIOR LIGHT FIXTURE - STONE PROVIDE FULL GUT-OFF STYLE PER TOWN (E� ICIEST III CODE O D I N I NO SYSTEM ® WEST UNIT 303 z__ROOF BELOW DECK 2 LINE OF (N) SHED ROOF B STONE AOVE 5 DECK ABOVE GEILIN6 TBEAMS (E) STORAGE THREE SIDED EXTERIOR 'l L9 GAS FIREPLACE LNZ O� / GEILING BREAK � O O (N) MUD SET FLAGSTONE �-~' FLUES FROM BELOW 71 � ' J ON SLAB ON w J — WATERPROOFIN6 ON w �� 0 LL DEG FRAMING RE: STRUGT - SLOPE I/8"/FT O Q (N)DEGK RAIL VERIGAL METAL RAIL (N) GAS APPLIANCE W AT BEDROOM BELOW x W O T \ �� I APPROXIMATE SIZE AND (N) MUD SET FLAGSTONE ON SLAB ON - W 2 I l( I� LOCATION OF EXISTING TREE � (E� WE�� � WATERPROOFING ON DECK FRAMING (SAME L I V I N6, EXTENT AS EXISTING PECK) RE: STRUGT 2. _ ,� ✓ 3O4 lu DECK I SLOPE I/8"/FT Z _ SCALE: 1/4„ I O NOTE: NORTH (E) GEILING THESE DRAWINGS ARE BASED ON INFORMATION FROM O BEAM (TYP � SLOPE REPLACE (E) LIGHT FIXTURE w/(N) W a EXISTING DRAWING AND 5OME FIELD MEASUREMENTS BUT a DE� EXT LIGHT FIXTURE - FULL GUT-OFF Q O NOT FROM EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. A STYLE PER TOWN CODE GONTRAGTOR TO VERIFY ALL EXISTING GONSTRUGTION b x 0 1 2 4 5 p�ND CONDITIONS IN THE FIELD BEFORE NEW W W - a NO GHANGES AT LOFT LEVEL AN R D STRUG URAL EN61 EER OFTALL DISGREPANGIESGT W W PLAN - THIS DRAWING FOR THAT REQUIRE REWORK OF THE PROPOSED DRAWINGS. O N� DN w� REFERENCE ONLY J O Cn a J EXIST EXIST NEW RAILING WALL TO MATCH > J EXISTING (VERIFY) a �+ I0'-6” 28'-31/2" n NEW DEGK EXI5TIN6 -VERIFY 0*4 - - 0 O a r,--�_UFFER LEVEL FLAN LINE OF (E) ROOF ABOVE 2. SCALE: 1/4" = 1'-0" NOTE: NORTH THESE DRAWINGS ARE BASED ON INFORMATION FROM EXISTING DRAWING AND SOME FIELD MEASUREMENTS BUT N co NOT FROM EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. T_ GONTRAGTOR TO VERIFY ALL EXISTING GONSTRUCTION � O 1 2 4 8 AND CONDITIONS IN THE FIELD BEFORE NEW GONSTRUGTION BEGINS AND NOTIFY OWNER, ARGHITEGT N AND STRUCTURAL ENGINEER OF ALL DISGREPANGIES j THAT REQUIRE REWORK OF THE PROPOSED DRAWINGS. W Z :3 p Z J_ o m A 2.2 of C04Q U � � c\I PAMELA HOPK NS O It U oX ti rr__ l�• a� a B-1165 U " ROOF PLAN NOTES: ROOF PLAN LECGEND � 5/24/13 v I. NEW ROOF AT AREA TO BE REBUILT (SHOWN WGROSS S L HATCH) TO BE GAF ASPHALT SHINGLES, "WEATHERED WOOD", ON 30# ROOF FELT ON FULL GOVERA&E EXISTING ROOF TO REMAIN A fn WATERPROOF MEMBRANE ON NEW ROOF FRAMING b'-b" 2. AT PORTION OF EAST UNIT ROOF TO REMAIN, REPLACE SHED ROOF AT GARAGE SHED ROOF ® GRA6E BELOW � EXISTING WOOD SHAKES WITH GAF ASPHALT SHINGLES, Q Q "WEATHERED WOOD", ON 30# ROOF FELT ON FULL Lu O GOVERA6E WATERPROOF MEMBRANE ON EXISTING ROOF = p FRAMING EXISTING ROOF TO BE N W p 3. NEW SHED ROOFS (o EAST GARAGE AND WEST DINING ROOM REMOVED q I/411 I - � T_ TO BE STANDING SEAM METAL ROOF, DARK GRAY ON HIGH 2-O I -b Ill \j Q 2-0 p O TEMPERATURE FULL GOVERAC�E WATERPROOF MEMBRANE DORMER-1N0 STRUGT OVERNAN6 m (N) EAVE w TNO MATCH (ER BEAM BELOW O M Co O 4. SEE DEMOLITION PLAN (SHEET 02.2) FOR CONSTRUCTION TO - m U v V Z� 0 0 BE REMOVED. ASPHALT SHINGLES ON 0 5. ALL OVERHANG DIMENSIONS ARE FROM OUTSIDE FACE OF > (N) ROOF FRAMING (N) EAVE ? (N) EAVE OVERHANG DIMENSION (TYP) d STUD TO END OF RAFTER. II o U) >Fu �t 6. ALL RIDGE ELEVATION MARKERS ARE TO TOP OF Q SHEATHING AND ROUNDED TO THE NEAREST I/b". cv cv (N) PERIMETER °z � 7. RIDGE ELEVATIONS ARE APPROXIMATED BASED ON KNOWN BEAM BELOW TO I Q °o x z(n(nom J U Z- STRUCTURAL INFORMATION. ASPHALT SHINGLES ON z o° W LL (E) ROOF FRAMING MATCH (E) co C7 w2w m U aUa° b. ALL NEW EAVE, HIP AND WALL FLASHING; GUTTERS AND W a LL"0=W w z o DOWNSPOUTS; AND ALL ROOF PENETRATIONS ARE TO BE \ w o w Z°w o W'v o z o-a PAINT-LOG TO MATCH ADJACENT MATERIALS, UNLESS EDGE OF (N) ROOF I Y a w U w w¢ n U o°w NOTED OTHERWISE. J a r lull a 07 a w a° Uw wOi-z6ww U wF�wx� »���a l-Lvw<u z�w�zcncgwoY o��° z (N) STAND I N6 SEAM METAL ° a Z cf. VERIFY LOCATIONS OF ALL PLUMBING VENTS/PENETRATION5 Q J ° °}x x=PRIOR TO INSTALLATION -LOCATE AWAY FROM ROOF PITCH ROOF (DARK GRAY) ON (N) (N) STANDING SEAM (X ¢ Z t w a 3 w z o o&5�z GRANGES, HIPS OR VALLEYS. ROOF FRAMING METAL ROOF ON (N) Z = (D a a o�0 o Z °m o w°w o 10. VERIFY CONDITION OF ALL EXISTING SOFFITS ROOF FRAMING c? ° o a o<x z w W az W w° w?¢F-mwF- } °Z¢LL O°a °=H= REPAIR/REPLAGE AS NEGE55ARY. ]� a !wwow�oo }¢¢}o-U O =w-acnxaz za>zaaa F (N o �mcnaD�acn ¢°w¢a3a A4.1 z I D (E) BEAM BELOW TO II w m z J m Z a }W REMAIN (TYP) W°W W o ASPHALT SHINGLE: ROOF ON I W o a o> x 3 N U x W z o a b (oil N H a Q ¢ W W D 2 Z J W \ O U w°Z Z W J U o�W U ROOF FRAMING a TRASH vi o J w lY) Z o��> nWoZ°�az�o°W¢ ENGL05URE BELOW OVERHANG DIMENSION (TYP) N o w a W w o z o o m¢_ Fes❑W�� ¢ ¢J (/7H (N) EAVE N (N SP LT HIN ES mz wwa°�zom� x I N ( RO F M I (N) PITCH wa z w� LINE OF STONE VENEER a CHANGE Z TRASH ENGLO5URE BELOW Q ago°Zw=QLL�vazUav (Y W STOP (E) ROOF AT (N) WALL L. 2 3 8,11 - (N) FASCIA TO MATCH a ° - 111 Q EXISTING Z�o'un) �°� zoww� n� N Z LINE OF (N) ROOF (TYP) oW�°W~ wW�}�>a��J LINE OF FRAME WALL C� °o wxo�rUJaa�U.��� TRASH ENGL05URE BELOW j ��wWmz���zZ¢wa°mo CIS-xwz0 aaUmZO U Q w p -Z w ?F O Z w z i cn a W 0 w w W w=m a w w Z O w A4.0 =��°��°w wooQO�aY • N Z)zmwZ°oc~i�W}Qcnzwa°w ax¢w~oo�a�°aw�z°xx (E) SKYLIGHT TO (N) ASPHALT \ (N) ASPHALT SINGLES ON ?w m a w x w w U a o¢ REMAIN (TYP OF FOUR) ; 5HINGLE5 ON (E) (N ID (RIDGENTUFAGTUREED + ROOF FRAMING 6 _1/ N (Y LPL N } cw } (N) PH T G 5 (E) WD SHAKE ROOF TO REMAIN +� SOUTHERN EXTENT OF _ REBUILD BELOW i BUILD (N) CRIB HALL _ N ON (E) ROOF BEAM m z + (N) RAKE WALL BUILT ON BELOW � N � (E) ROOF Z (N) RAKE O (E) RIDGE m � (E) RIDGE Z EL. 8223'-Gi'1/4' + + EL. 3223'-q 1/4" N Lu m � m W W m BUILD (N) CRIB WALL ON (E) I (N) RAKE WALL JUILT I ON 212 C EXTERIOR WALL W EXISTING ROOF O o o! (E) F=LAT ROOF W ? z (N) STANDING SEAM METAL NF"' 1 TO REMAIN EXTEND (E) CHIMNEY RE: BUILDING ELEVATIONS Z ROOF ON (N) ROOF FRAMING W a RE: STRUCTURE (N) ASPHALT SHI 6LE5 o � A4.1 . . . . I . . . . . . . . . . . . . . . . . . ON (E) ROOF FRAMING Q J O G in METAL GAP TO MATCH (E)Ill J m W > WOC GUSTOM GUTTER WHEAT TAPE O - DOWNSPOUT LOCATION TO I J O BE DETERMINED N RAKE ( ) LINE OF (E)XISTING ROOF (TYP) > O (N) DECK 2'-0" 51/2:1 ± BUILD (N) CRIB WALL ON (E) I J ROOF BEAM BELOW �+ BELOW (E) VERIFY 1 LINE OF (E) BUILDING BELOW (TYP) J n EDGE EXISTING ROOF (TYP) O O (E) WD SHAKE A4.0 ROOF TO REMAIN +' L N I ch > N > m BELOW K ROOD PLAN N c1r) LINE O EXISTING BUILDING I 2.3 „ _ ,_ „ O SGALE: 1/4 I O NOTE: NORTH 04 N BELOW (TYP) THESE DRAWINGS ARE BASED ON INFORMATION FROM � 8 EXI STI N& DRAW I N6 AND SOME FIELD MEASUREMENTS BUT N NOT FROM EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. j GONTRAGTOR TO VERIFY ALL EXISTING GONSTRUGTION w 0 1 2 4 AND CONDITIONS IN THE FIELD BEFORE NEW L IL GONSTRUGTION BEGINS AND NOTIFY OWNER, ARGHITEGT aD U' AND STRUCTURAL ENOI NEER OF ALL D 1 SGREPANG I ES E Z_ THAT REQUIRE REWORK OF THE PROPOSED DRAWINGS. :3 Q Z O J_ -Oi 0 m D A4.1 A 2.3 OF CO. 4p U o 0 STANDING SEAM METAL ROOF - DARK �� N It /` GRAY TO MATGH (E) TRIM PAMELA W. Q� � cfl co - RE: ROOF PLAN B NOTES D te (E) WOOD SHAKES TO REMAIN H O P KI N S O a ~ ~ ., U oX ASPHALT SHINGLES ON (N) 2 PIECE WOOD FASCIA i LL PLAN ROOF FRAMING - RE: ROOF A4.0 A4.1 B-1165 C) PLAN $ NOTES ASPHALT SHINGLES (TO REPLACE STANDING SEAM METAL ROOF - DARK 5/2 (N) FASCIA TO MATCH (E) WD SHAKES) ON (E) ROOF FRAMING GREY ROOF PLANE INO ES TRIM F� ARC EXISTING - RE: ROOF PLAN 8 NOTES — — • (N) SIDING NEW 12 CUSTOM MTL GUTTER w/HEAT TAPE CONSTRUCTION TO MATGH 2X8 HEAD TRIM w/2x6 EXST -DOWNSPOUT LOCATION TO BE EXISTING JAMB S SILL TRIM AT 2 DETERMINED Q THESE WINDOWS ONLY O ' WOOD SIDING TO MATGH EXISTING (N) RID6E ON WALLS OF NEW DORMER = 00 T.O. SHEATHING (E) T:O. PLATE -0 LO LO EL. 8226'-6 7/8" — — — — EL. 8226'-I"' (Q co O 0 (E) RIDGE EX 0 M — — — — _ — — — — — — qMEX� METAL DECK RA IL © DECK BEYOND a T.O. S EATHINC� - - - — - - - - - - - -EL. 8225'-11 I/4" — - - — T mU ASPHALT SHINGLES (TO REPLACE (E) METAL SPIRAL STAIR TO GRADE � 0 . WD SHAKES) ON (E) ROOF FRAMING - w/LOCKING GATE AT TOP RE: ROOF PLAN 4 NOTES NEW GLAD WINDOWS (TYP) D P H K m o I L I ° .o T (E) WEST UPPER LVL a p w U c� w w �¢W o� ❑ I T.O. DEGKIN6 =Zrnw'J v Z? N= REPLACE (E) FIXTURE W(N) EXTERIOR LIGHT FIXTURE - FULL W W W 0 _1)W o �w GUT-OFF STYLE PER TOWN CODE / \ i EL. 8218'-I" > °LL =J W z ° m oa?�ozU� w-- I LOCKING METAL GATE m �Wwo�wwa rngUppw co METAL GUARDRAIL _ o STONE VENEER (N) SITE ~z�w a~~�z uw a❑ PER CODE (TYP) WALL RE: SITE PLAN =w°m¢ Z W6 00000 Oz U? 2 2 6 _ dJ 4 mv=iQ3°W°z �Op~5z � p PAVER PATIO ON GONG SLAB a Z zp w ON MTL DEGK FRAMING TRASH ENGL. RE: STRUCTURE ❑a a w°❑w p STONE VENEER @ WALL OF w rt o w t u,-o t o H=�z w O O (N) TRASH ENCLOSURE > Z W m a <J ='- w z� w�❑ w?¢�mwF- O ° °o-�- \ / a �w w O w�0 0 Y Q¢Y O-U (N) EAST MSTR BDRM / °U F-maiaD�a( aowaa3a T.O. DEGKIN6 V EL. 820q'-8 14" (E) WEST MAIN L L w m C6 c�z (82011.611 ) / EXST T.O. DEGKIN6 w Z w w I =yam m ❑� ZaZ Jam_ I ~Z Q W W J W ❑2 J J EL. 820�i -O ' OgZ�LL��°i�zw�x°zOp T.O. PATIO — — — — ZO L�>w 0.w OF-O0¢O z 3°�w w� LL m O a EL. 8207' / T.O. WALL ?a°oQWmzc~ia°zo°pw�m (N) SIDING TO MATGH EXISTING Q NEW (N) EXTERIOR LIGHT FIXTURE - EL. 8206'-6" ¢az>� PAVERS ON GONG (g SITE CONSTRUCTION INFILL BELOW (E) FULL GUT-OFF STYLE PER w o o STEPS RE: SITE PLAN I CANTILEVER TOWN CODE o W z?a o W m o= o METAL FLASHING (TYP) p o o p p-J_ p o (N) EAST TRASH ENGL IzSH 3 4 I OT ELEVATION 'z }o N J �'a Z1?ac7www¢ESUmz?a°U) T.O. SLAB 101 STANDING SEAM METAL ROOF - DARK EL. 8200'-6" 3.� u u p❑w W>wl 0 1. ate>E w J GRAY TO MATGH EXISTING TRIM I SCALE: 1/4 = I -0 o w W w p v�a o-w m w 3 i - RE: ROOF PLAN 8 NOTES - • U w m o❑ > _ j Ww�=°?��=Zaoza❑Q° w W. mam°U�zpC7F�m (N) GARAGE �❑¢w221--,)a�apzp n T.O. SLAB ¢�=o=opX��;¢a�moaw WOOD FASCIA TO MATCH EXISTING EXTERIOR M TERI LS = .° _wZ a m z s�s W W z �F m H W U J _ m W U w❑o m° a Y EL. 8200'-0" I 0 1 2 4 8 - UZ,wD>-0,w>-<wz"¢°U EXTERIOR GAN LIGHTS AT SHED ROOFING ASPHALT SHINGLE -GAF - WEATHERED WOOD w a O w J o m o= m m po: ROOF SOFFIT (TYP OF THREE) METAL RIB - DARK GRAY °x°U z�J a O°a�->O w a X¢W-°o ¢ a W w Z 2 2 SLOPE SLAB TO DRIVE � I ?w�m��awxwwO�oa�� DRAINAGE BOARD ON WATERPROOFING SIDING CEDAR - STAIN/PAINT TO MATGH EXISTING ON GONG RETAINING WALL OTHER WALL STUCCO - TO MATGH EXISTING G GUT STONE GAP 4 STONE VENEER (GRAY FASCIA WOOD - TO MATGH EXISTING L MOSSROGK) AT ENGINEERED CONCRETE RETAINING WALLS @ DRIVE SOFFITS WOOD - TO MATGH EXISTING FOOTING DRAIN - VERIFY LOCATION, TYPE AND WINDOWS WOOD/GLAD - TO MATGH EXISTING MATERIAL w/WATERPROOFING USED AT WALL WINDOW TRIM BRICK MOLD - PAINT TO MATGH EXISTING DOORS GARAGE - WOOD SIDING APPLIED STAIN/PAINT TO MATGH EXISTING MAN DOOR - WOOD SIDING APPLIED GARAGE STAIN/PAINT TO MATGH EXISTING O METAL GAP TO MATGH Z EXISTING DOOR TRIM WOOD - PAINT TO MATGH EXISTING EXTEND EXISTING FLUE CHASE FLASHING METAL - PAINT TO MATGH EXISTING AND CHIMNEY TO BE 2' U ABOVE ANYTHING WITHIN 10' S TRASH STONE - GRAY MOSSROGK A4.0 ENCLOSURE WOOD DOORS - SIDING, PAINT/STAIN TO MATGH EXISTING Q (E) T.O. BEAM _ _ _ _ _ _ cn EL. 8230'-q" METAL FLASHING (TYP) RETAINING STONE VENEER - GRAY MOSSROGK uj • WALLS BOULDERS (N) STUGGO TO MATGH (E) - XS EXST EXST EXST REPAINT ENTIRE CHASE EXST EXTERIOR RECESSED IN SOFFIT AT GARAGE EXST ASPHALT SHINGLES ON (N) ROOF LIGHTING SCONCE @ MAIN LEVEL DOORS - EXST FRAMING - RE: ROOF PLAN $ NOTES (N) LIGHTING, GAPE GORE WALL MOUNT" - BRONZE Lu EXST RIDGE T.O. SHEATHING (E) T.O. PLATE — — — — EL. 8226-1" EXST (N) 2 PIECE FASCIA - PAINT EL. 8226-6 7/8" ELEVATION NOTES: W V L — J 12 TO MATGH EXISTING EXIST RIDGE I. THESE ELEVATIONS (INCLUDING WALL HEIGHTS, Q J O EXST I/2 _ — T.O. SHEATHING Q _ FLOOR ELEVATION AND ROOF PITCHES) ARE BASED J (E) WEST LOFT LVL EL. 8223'-q I/4" ON INFORMATION FROM EXISTING DRAWING AND T.O. DEGKIN6 12 SOME FIELD MEASUREMENTS BUT NOT FROM 2 EL. 8122'-I" CONTRACTOR TO VERIFY ALL(N) TIMBER PERIMETER W > BEAM TO MATGH EXISTING CONSTRUCTION AND CONDITIONS IN THE FIELD IIIIII Hill 115 EXST I BEFORE NEW CONSTRUCTION BEGINS AND NOTIFY J O EXST NEW GLAD WINDOW (TYP) OWNER, ARCHITECT AND STRUCTURAL ENGINEER OF (E) WEST UPPER LVL 4 (N) T.O. DBL PLATE THE DISCREPANCIES THAT REG2UIRE REWORK OF T.O. DEGKIN6 EXST EL. 82111'-0 I/4" EL. 8218-I I - 2. SEE GENERAL NOTES SHEET A2.0, TYPIGAL > I I O � EXST EXST CONSTRUCTION NOTES SHEET A4.0 AND COVER (N) RAIL @ (N) WATERPROOF EXST O SHEET FOR ADDITIONAL INFORMATION. DECK (SAME EXTENT AS (E) CONSTRUCTION TO BE � EXISTING) III III III III EXST I z REMOVED (TYP) 3 UNLESS NOTED EXTERIOR MATERIALS TO MATGH EXISTING J J III JITI II III IIII III _ (N) SIDING � NEW ~ N _ 4. ELEVATION GALL OUTS ARE ROUNDED TO THE NEW STAIRS AND DECK — III III V CONSTRUCTION TO MATGH EXISTING NEAREST I/8". O O RAILING WALLS = L J J — EXST EXST EXST EXST XST Q METAL GUARDRAIL PER 5. RIDGE ELEVATIONS ARE APPROXIMATED BASED ON REBUILD WALL - SAME `fl CODE KNOWN STRUCTURAL INFORMATION. LOCATION AS (E) (N) EAST O MSTR BDRM (E) WEST MAIN LVL G D: T.O. DECKING EL. 82011'-18 /4" O EL. 82011'-O" _ _ _ _ _ _ _ _ _ _ _ — — — — — (82011.611' ) N -U[4� NEW CONSTRUCTION \ REPLACE (E) FIXTURE W(N) N EXISTING GRADE TO - (N) EAST ENTRY FLR LID � EXTERIOR LIGHT FIXTURE - T.O. DEGKIN6 W REMAIN UNDISTURBED FULL GUT-OFF STYLE PER EXISTING GRADE EXISTING CONSTRUCTION TO TOWN CODE EL. 8208'-1 1/4"' REMAIN a BASTELEVAT I O I �i PROPOSED GRADE Z 2 RE: SITE PLAN EXISTING CONSTRUCTION TO � 0 3.0 SCALE: I/4" = I'-O" BE REMOVED 0 m NEW GARAGE OIL T.O. SLAB O I 2 4 8 EL. 8200.0' A3.0 of 040� U o C14 'Ct /` PAMELA W. Q a N ~ TANDIN& SEAM METAL ROOF, DARK G Q_ GRAY TO MATCH (E) TRIM ON (N) ROOF � � � A4.1 H O P S�qo O U o X It FRAMIN6 AT NEW SHED DORMER a--r d' (E) T.O. (E) PARAPET 2 PIECE WOOD FASCIA - (N) SIDING TO MATGH EXISTING a) a OL _ _ _ - _ _ _ (N) DORMER WALL B-1165 v L o LL EL. 8231'-10' - - - - - - - - - - CUSTOM GUTTER WHEAT TAPE — — — — — — — — (E) T.O. BEAM �jJ- 5�2�4��`�`� 2 -DOWNSPOUT LOGATION TO EL. 8230'-G" BE DETERMINED I A • (N) FASCIA TO MATCH EXISTING nTL 09L (E) T.O. PLATE O EL. 8,226-1" - (N) EXTERIOR LIGHT FIXTURE - EXISTING CONSTRUCTION TO 12 EXST1 EXST EXST FULL GUT-OFF STYLE PER BE REMOVED (TYP) 3 1/2 VII I I II I I II II z TOWN CODE °O c o 0 Q 12 NEW METAL RAIL CO(N) TIMBER PERIMETER BEAM TO MATCH EXISTING V �P VIII X O � m U `� � FLAGSTONE PAVER DECK w/WOOD O L o DECK FASCIA C O OL (N) T.O. DBL PLATE LLL EL. 8219'-O I/4" (E) WEST UPPER LVL U) a > T.O. DEGKIN6 — — — EL. 8218'-I" NEW GLAD WINDOW (TYP) z Z J _ � NEW GLAD PATIO SLIDING DOOR IN g w (N) SIDING @ NEW CONSTRUCTION L 12 1 I- 11 — — -1 (E) DOOR OPENING (TYP OF 3) _ w �LL�cwn=w w xU��wO TO MATCH EXISTING (TYP) O � T 2 I I ' av��av ~ ~Z��oZ t aw=avw�? ~��0w w °w w0z ozo—¢ �/ I MTL FLASHING FROM UNDER DOOR z _c~i w o=z METAL 6UARDRAIL PER / I I THRESHOLD TO BELOW PATIO SLAB - co o=F w= Ja—� z CODE m i I I CONTINUE 6" UNDER SLAB (TYP OF 3) o " o w Z U Z o Z o a°z¢ III 0 r - � O I1 II 0 0 II ¢ Z°U��Z w J E=U W¢w 0 0 0 0 0 1, o III I I FLA6STONE PATIO ON ¢ _w w<3:W LL° �0 0&5 z J J I II � II I I I II I F � w°w (N) MSTR BDRM I SLAB RE: SITE PLAN 0 o a°z w Jo o�o w o¢m m o w = C�ia¢OwC7>z (mOw W UU T.O. DEGKIN6 I I (E) WEST MAIN LEVEL a L w Ilk EL. 8209'-8 I I I _ T.O. DEGKIN6 > z¢LL a z z w>O=�_ O =w uwi= oz z j z 1 U l-mcna°�a(n ¢°w¢a�¢__K_(8209.69' ) - - - - - — — — — - - - -\ _ILLL '-r EL. 82011'-0" REPLACE (E) FIXTURE w/(N) NEW STEEL SPI L STAIR Q a a ° Z a z o T J W to °2- REMOVE (E) WOOD DECK LLo�LL w=O�zw�U��w= STONE VENEER 0 NEW WEST EXTERIOR LIGHT FIXTURE - Z a o W o o 0 0 2 0 z Y°a° TRASH ENCLOSURE FULL GUT-OFF STYLE PER TOWN CODE (TYP OF 2 AT �- W O-01nO- C7 W w ¢�¢JCnU�zm= THIS ELEVATION) JSTLE\lT I Oil U Q z O o O w=m mzozFW n¢U�zUm ¢QZ>z¢¢w�O.0WONRxr-v _��¢¢°�°powoz�w�°-Im wWCnW2,.s71z0-�°cnw¢�¢° NEW 8X8 WD COLUMN w/6" STEEL �Uxgm°zowQ —op-cnz wz°¢3�WU-.� ° -o COLLAR o BASE SCALE: I/4" = I'-O" °�o�Z�=JLLu�OQ°Ua0 2 = 0wQ=m,of WO W JUaOa'J z o nz W uim z<¢ w OLL wo wx0?'N~J¢¢LLw J °wF�W U�U� 2a'IUW(nZFCnZQ O 1 2 4 8 �==LLZOUW U�aOCL�W JO a= U O ��¢W Oc~i�HZw=¢OQOZw� W W W U U C7Z¢ _? O U X n W°O m O <J n ¢O w w wQ w O O 0 w uJ ¢= O W2J U 0= O O 0 M)¢X¢w m ¢ LL z= w a= of 2 m = aU w 0¢ Y uJ_ H EXTERIOR MATERIAL5 ROOFING ASPHALT SHINGLE -OAF - WEATHERED WOOD METAL RIB - - DARK &RAY SIDING CEDAR - STAIN/PAINT TO MATCH EXISTIN6 OTHER WALL STUCCO - TO MATCH EXISTIN6 FASCIA WOOD - TO MATCH EXISTIN6 B SOFFITS WOOD - TO MATCH EXISTING A4.0 WINDOWS WOOD/GLAD - TO MATCH EXI5TIN6 WINDOW TRIM BRICK MOLD - PAINT TO MATCH EXISTING L9 O (N) R106E DOORS GARAGE - WOOD SIDING APPLIED Z T.O. SHEATHING DIRECT VENT FLUE STAIN/PAINT TO MATCH EXISTING H EL. 8226'-6 �/8" — — — — — — — — LOCAITION WITH UNIT J MAN DOOR - WOOD SIDING APPLIED � SPEGIFIED a GARAGE 5TAIN/PAINT TO MATCH EXISTING Q i 31/2� DOOR TRIM WOOD - PAINT TO MATCH EXI5TIN6 MTL FLASHING (TYP) I O FLASHING METAL - PAINT TO MATCH EXISTING W 12 2 TRASH STONE - GRAY MOSSROGK � � ENCLOSURE WOOD DOORS - SIDING, PAINT/STAIN TO MATCH EXISTING 1 I RETAINING STONE VENEER - GRAY M055ROGK W OL (N) T.O. DBL PLATE _ — WALLS BOULDERS Z EL. 8219'-O 114" NEW GLAD WINDOW (TYP) EXTERIOR RECESSED IN SOFFIT AT GARAGE Lu LIGHTING SCONCE ® MAIN LEVEL DOORS _ "CORDELIA L16HTIN6, GAPE CODE WALL MOUNT" - BRONZE (N) SIDING TO MATCH Q EXISTIN6 ® NEW J M GON5TRUGTION (TYP) ELEVATION NOTES: � W III I. THESE ELEVATIONS (INGLUDIN& WALL HEIGHTS, / FLOOR ELEVATION AND ROOF PITCHES) ARE BASED Ll L ON INFORMATION FROM EXISTING DRAWING AND J O (N) EAST MASTER g SOME FIELD MEASUREMENTS BUT NOT FROM T.O. DEGKIN6 EL. 8209'-8 I/4" EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. CONTRACTOR TO VERIFY ALL EXISTING (8209.69' ) I BEFORE UNEW CONSTRUCTION BE61N5 AND FIELD NOTIFY > O OWNER, ARCHITECT AND 5TRUGTURAL ENGINEER OF ALL DISGREPANGIES THAT REQUIRE REWORK OF 1 THE PROPOSED DRAWINGS. 2. SEE GENERAL NOTES SHEET A2.0, TYPICAL CONSTRUCTION NOTES SHEET A4.0 AND COVER I SHEET FOR ADDITIONAL INFORMATION. O 0 3. ALL NEW EXTERIOR MATERIALS TO MATCH EXI5TIN6 J M METAL GUARDRAIL TO CODE ON UNLESS NOTED OTHERWISE. ON GUT STONE GAP @ RETAINING W,LL 4. ELEVATION GALL OUTS ARE ROUNDED TO THE NEAREST 1 18". — — — — — _ — DRIVEWAY DASHED BEYOND T_ 5. RIDGE ELEVATIONS ARE APPROXIMATED BASED ON O — — — — — — _ KNOWN STRUCTURAL INFORMATION. - - - - - - - - (N) GARAGE EL. 8200'-O" LEGEND: w W 2 FAR71 AL Ar=57 ELEVA710il (, NEW CONSTRUCTION � A3.1 5GALE: 1/4" = I'-O" z � Q EXISTING GON5TRUGTION TO Z J REMAIN o m O 1 2 4 8 EXISTIN6 GON5TRUGTION TO BE REMOVED A3. 1 of COLp� U o rn V ti C PAMELA W. O � HOPKINS O U o X It � l,(�•� a� ti a B-1165 Q °' LL 5/24/13 `�� L STANDING SEAM METAL ROOF, DARK A4.I A4.O Fp ARG� Q GRAY TO MATCH (E) TRIM ON (N) ROOF FRAMING AT NEW SHED DORMER METAL GAP TO MATCH OL (E) T.O. BEAM EXISTING CL EL, 8230'-q" EXTEND PLANE OF (E)ROOF 2 � (N) WOOD SIDING TO MATCH EXISTING @ NEW - ASPHALT SHINGLES ON (N) ROOF ASPHALT SHINGLES (TO FRAMING - RE: ROOF PLAN WALL CONSTRUCTION a DORMER (TYP) REPLACE (E) WD SHAKES) ON NOTES Ca ap (E) ROOF FRAMING I o (N) RIDGE c: 't -0 T.O. 5HEATHIN6 O CO OL (E) T.O. PLATE ' LI -0 X O EL. 8226'-I"' O EL. 8226'-6 7/8" O m U MTL RAIL @ NEW DECK EXST EXS EX S I Z TEORIDEATHINO Fu OIL EL. 8223'-q I/4" ° a . ASPHALT SHINGLES (TO REPLACE �a W o� ° (E) WD SHAKES) ON (E) ROOF =z° 'J Z? _ RE: ROOF PLAN 4 NOTES W Z W S W _ w 1 W o I I X FRAMING '�W-°� W°�HE0 (E) WEST UPPER LVL w H J T.O. DECKING i W W arnwU�–w �n?om°� w o w w 0, x O z O�z� � J a?H�z EL. 8318.08' — — — — = z�wz��OZ o��oa°z EXTEND EXISTING FLUE CHASE x <_T<w= Q >>> °a AND CHIMNEY TO BE 2 0 °�=°Wawa o~UZ) ABOVE ANYTHING WITHIN 10' ° ° - J F°U W=W = c?waowc7>z �mO W w°U XST EXST z¢wzyzoa opO-�o BEAMWORK ® SOFFII . C7 w�°�/7 J<n~O aOFx�zw UNDERSIDE OF O ~ I (N) STUCCO TO MATCH W a z W p W W° W z a F-m_w F (K U > °zaWw m5 --°_�_ CANTILEVER I' EXISTING ® EXTENDED CHASE a W W o W o o >a a>o–U O xw��cnxaz za>zaaa - REPAINT ENTIRE CHASE o Pmm5m5Pm n a°waa3a \0 V, o III 0 III III (E) GONG Q I III II II I EXST W W W > ° z -ox– w RETAINING WALL z J a s a °C6 z a z J w I Eo>W—toM=°Zoe (E) NEST MAIN LVL T.O. DECKING F ❑W 2D m a Qi a J �w Is°J w T.O. DEG AI ~ (E) EAST LIVING o�°�U,WoZ°�az�o°Wa a �S zmx �w O��a W a O Z 210 8 0~a~ OIL K EL. 820a'-81/4" �aUOQW=zc~ia°zo°cDwZ)I EL. 820q.0' • — — — m (820q.6ci ) =F z Q z?a Q O w a'z to >-< U =W C7 W?�N°0 w,¢1Q0 O H w z s¢ W U w a W 0 NEW GLAD WINDOW (TYP) REMOVE (E) WINDOW - REBUILD EXISTING o=z° W° LL Z g J-,Z)°o-°- NEW 8X8 WD COLUMN ON (E) GONG PATCH/FILL OPENING TO WATERPROOF DECK„ MATCH (E) WALL (TYP) a~°�?3�go`0-<�aYy02 RETAINING WALL STAIRS AND WALLS BELOW _ °_ o Q o W w W aaa��W FF ZU W W x W J SOUTH ELEVATION EXISTING GRADE TO REMAIN °°w.F W W o U�°J a 0 �W� > J ��W'LmZ2�~Z Zawa°m0 GANTIRLEVER TO SOFFIT ALIGN w/B.O. I UNDISTURBED = o o w Z a o Z °o W W z NEW DECK 3. SGAL.E: 1/4" = 1'-O" o(n x(n�OH�oxu)W aam���J (nW cnW°Oa0 aY �Hw<mzO-W 2O2U0x�W a' u)(000,z a J a a 0 5¢~>O W a X a W-0 0�a am ce a w W z x 2 ?w 2 m 2 o.W x W w U 0 a H F EXTERIOR MATERIAL5 O 1 2 4 8 ROOFING ASPHALT SHINGLE -GAF - WEATHERED WOOD METAL RIB - - DARK GRAY SIDING GEDAR - STAIN/PAINT TO MATCH EXISTING OTHER WALL STUCCO - TO MATCH EXISTING FASCIA WOOD - TO MATCH EXISTING SOFFITS WOOD - TO MATCH EXISTING WINDOWS WOOD/GLAD - TO MATCH EXISTING Z L9 WINDOW TRIM BRICK MOLD - PAINT TO MATCH EXISTING DOORS GARAGE - WOOD SIDING APPLIED O Z STAIN/PAINT TO MATCH EXISTING H MAN DOOR - WOOD SIDING APPLIED a GARAGE STAIN/PAINT TO MATCH EXISTING Q DOOR TRIM WOOD - PAINT TO MATCH EXISTING I NPOA SCHEVULE FLASHING METAL - PAINT TO MATCH EXISTING � � W LOCATION MFR. NO. OR � I N�®^ 5 0 H E�U L E 6 E N E R A L N®7�5 TRASH STONE - GRAY MOSSROGK � J SYM. ELEV. ROOM RM # OPERATION CUSTOM SIZE R.O. WIDTH R.O. HEIGHT HEAD H6T GLASS REMARKS 5YM. ENCLOSURE WOOD DOORS - SIDING, PAINT/STAIN TO MATCH EXISTING W I. ALL WINDOW MANUFAGTURER'S NUMBERS ARE FOR THE ASPEN COLLECTION AND SLIDING PATIO DOOR NUMBERS A EAST EAST MSTR BATH 201 AWNING G-AA-3030 3o31411 3o31411 8'-3" TEMP A ARE FOR SLIDING PATIO DOORS AS MANUFACTURED BY SIERRA PACIFIC WINDOWS A DIVISION OF SIERRA PAGIFIG INDUSTRIES, UNLESS OTHERWISE NOTED. - IF ANOTHER MANUFACTURER IS USED COORDINATE ALL R.O. RETAINING STONE VENEER - GRAY 1-i055ROGK uJ B NORTH EAST MASTER 201 AWNING G-AA-3030-2 6o31411 3o31411 8'-3" TEMP B W/ARGHITEGT BEFORE FRAMING. WALLS BOULDERS z G NORTH EAST MASTER 204 AWNING G-AA-3030 30 3/4" 30 3/4" 8'-3" G 2. IF ANOTHER WINDOW MANUFACTURER IS USED VERIFY ALL DIMENSIONS. EXTERIOR RECESSED IN SOFFIT AT GARAGE Lu D NORTH EAST MASTER 204 AWNING PIG G-AA-3018 3o31411 IS 3/4" 10'-3 1/4" D LIGHTING SCONCE ® MAIN LEVEL DOORS - O ~ E NORTH EAST MASTER 204 AWNING PIG G-AA-3030 3o31411 3o31411 8'-3" E 3. HEAD HEIGHTS ARE FROM TOP OF STRUCTURAL DEGKIN6. "CORDELIA LIGHTING, GAPE CODE WALL MOUNT" - BRONZE 7- F NORTH EAST MASTER 204 AWNING PIG G-AA-3018 30 3/4" 18 3/4" 10'-3 I/4" F in j 4. WINDOWS A-M TO HAVE JAMB EXTENDERS, UNLESS NOTED OTHERWISE. VERIFY EXISTING WALL DEPTH FOR Q WINDOWS P-X. W � G NORTH EAST MASTER 204 AWNING PIG G-AA-3030 3o31411 30 3/4" 8'-3" G ELEVATION NOTES: yr 5. WINDOWS S, T, U AND V REG2UIRE NEW HEADERS IN EXISTING FRAME WALLS. RE; STRUCTURE H NORTH EAST MASTER 204 AWNING PIG G-AA-3016 3o31411 IS 3/4" 10'-3 1/4" H I. THESE ELEVATIONS (INGLUDING WALL HEIGHTS, Lu J NORTH EAST MASTER 204 AWNING G-AA-3030 30 3/4" 30 3/4" 8'-3" J 6. WINDOW SUPPLIER TO VERIFY TEMPERING REQUIREMENTS BEFORE ORDERING. FLOOR ELEVATION AND ROOF PITCHES) ARE BASED K NORTH EAST MASTER 204 AWNING PIG G-AA-3018 30 3/4" 18 3/4" 10'-3 1/4" K 7. SEE BUILDING ELEVATIONS FOR VENTING OPERATION. ON INFORMATION FROM EXISTING DRAWING AND J O SOME FIELD MEASUREMENTS BUT NOT FROM L WEST EAST MASTER 204 CASEMENT G-AG-3066-3 ci0 3/4" 66 3/4" 8'-3" TEMP EGRESS WINDOW;CENTER PANEL FIXED RE: BLDG ELEVATION L 8. ALL VENTED UNITS TO BE PROVIDED WITH SCREENS. EXTENSIVE REVIEW OF AS-BUILT CONDITIONS. M WEST BEDROOM 5 210 CASEMENT G-AG-3066-2 60 3/4" (565141. 8'-3" CONTRACTOR TO VERIFY ALL EXISTING TEMP EGRESS WINDOW;ONE PANEL FIXED RE: BLDG ELEVATION M q. ALL GLAZING SHALL BE INSULATED LOW-E GLASS (5/8" AIRSPACE MINIMUM) SUITABLE FOR INSTALLATION CONSTRUCTION AND CONDITIONS IN THE FIELD > j O ABOVE 8,000' (ALTITUDE) AND TEMPERED WHERE REQUIRED BY CODE. BEFORE NEW CONSTRUCTION BEGINS AND NOTIFY OWNER, ARCHITECT AND STRUCTURAL ENGINEER OF MAIN LEVEL 10. ALL WINDOWS AN SLIDING DOORS ARE TO BE GLAD, UNLESS OTHERWISE NOTED - COLOR = BRONZE (024) BY ALL DI5GREPANGIE5 THAT REQUIRE REWORK OF P WEST (E) BEDROOM 3 223 PATIO SLIDER G-P5-7280-2 71 15/16" 80 1/4" * 6-8 1/4"" TEMP VERIFY PATIO SLIDER SILL TALL ENOUGH FOR (E) TILE ® P SIERRA PAGIFIG OR EQUAL. THE PROPOSED DRAWINGS. n BEDROOM 2 - ADD BOOSTER AS NECESSARY - ALIGN TOP J Q WEST (E) BEDROOM 2 226 PATIO SLIDER G-PS-7280-2 71 15/16" 80 1/4" * 6'-8 1/4"" TEMP OF ALL PATIO SLIDING DOORS Q II. GENERAL CONTRACTOR AND SUPPLIER TO GRO55 REFERENCE PLANS AND ELEVATIONS FOR WINDOW 2. SEE GENERAL NOTES SHEET A2.0, TYPICAL J * NEW DOORS TO FIT IN EXIST OPENING - VERIFY EXIST W R IDTH QUANTITIES, SIZES AND LOCATIONS. CONSTRUCTION NOTES SHEET A4.0 AND COVER R WEST WEST MASTER 232 PATIO SLIDER G-PS-7280-2 71 15/16" 80 I/4" * 6'-8 I/4" TEMP g HEIGHT ® OPENINGS FOR DOORS P, 0, AND R SHEET FOR ADDITIONAL INFORMATION. O 0 SEE NOTE 4 BELOW S 12. WINDOW SUPPLIER TO ADVISE GENERAL GONTRAGTOR/ARGHITEGT IF ADDITIONAL REINFORCEMENT IS REQUIRED AND GHANGES TO R.O. FRAMING. 3. ALL NEW EXTERIOR MATERIALS TO MATCH EXISTING J M S SOUTH WEST MASTER 232 CASEMENT G-AG-2448-2 48 3/4" 48 3/4" * 6-8 1/4" * HEAD TO ALIGN w/PATIO SLIDER Q;SEE NOTES 4 d 5 BELOW T UNLESS NOTED OTHERWISE. T SOUTH WEST MASTER 232 CASEMENT G-AG-2448 24 3/4" 48 3/4" * 6-8 I/4" * HEAD TO ALIGN w/f'ATIO SLIDER Q;SEE NOTES 4 d 5 BELOW U 13. VERIFY PROFILE BETWEEN PRODUCT TYPES ARE SIMILAR, VERIFY PROFILE OF ALL UNITS w/ARCHITECT BEFORE ORDERING. 4. ELEVATION GALL OUTS ARE ROUNDED TO THE 0 U SOUTH WEST MSTR BATH 235 AWNING G-AA-2424 24 3/4" 24 314" * 6'-8 1/4" TEMP * HEAD TO ALIGN w/PATIO SLIDER 0;SEE NOTES 4 8 5 BELOW V NEAREST I/8". 14. SEE ELEVATIONS FOR WINDOW MUNTIN PATTERNS. CV 00 V EAST BEDROOM 6 231 CASEMENT G-AC-3654 36 3/4" 54 3/4" 6-8 1/4" TEMP EGRESS WINDOW;SEE NOTES 4 4 5 BELOW T- 15. WINDOW SYMBOLS ON PLANS AND ELEVATIONS ARE SHOWN AS Ox 5. RIDGE ELEVATIONS ARE APPROXIMATED BASED ON C) UPPER LEVEL KNOWN STRUCTURAL INFORMATION. 04 16. U-VALUE To BE LESS THAN OR EQUAL To .32. W WEST (E) WEST DINING 303 PATIO SLIDER G-P5-120082-4 117 15/16" 82 1/4" 82 1/4"" TEMP W N LEGEND: LO Lu W NEW CONSTRUCTION � z E Q EXISTING CONSTRUCTION TO Z O J REMAIN -0 o m EXISTING CONSTRUCTION TO BE REMOVED A3.2 A Y E3 o OF C0� U o ti PAMELA W. �O a � I PROPOSED DEMO $ REBUILD EXISTING TO REMAIN HOPKINS O U o X It RE: FIRST LEVEL PLAN SHT A2.1 FOR EX•ENT REMODEL W.� N 0') LL SHINGLES ON B-1165 U PRE-MANUFAGTURED RIDGE f �.�� NEW ROOF GONST ® EAST REBUILD - VENT 5/24/13 L (N) RIDGE SEE NOTE RIGHT (E) RIDGE BEAM TO REMAIN - FD ARG� 0 • T.O. SHEATHING RE: STRUCTURAL cl) EL. 8226-6 -7/5" EXISTING CONSTRUCTION TO BE 12 2,_O„ REMOVED (TYP) 31/2 A��GN ASPHALT SHINGLES ON (E) ROOF NEW ROOF GONST @ EAST SHED GONSTRUGTION - SEE NOTE @ RIGHT (E) RIDGE Q ROOF- SEE NOTE @ RIGHT T.O. DEGKIN6 SECTION LEGEND: 0 OIL EL. 8223'-q I/4" 00 RAKE ® ROOF BEYOND 2 1 DROP GEILING TO MATCH o ORIGINAL CEILING GONFIGURATION - @ KITCHEN— NEW CONSTRUCTION o 00 (N) T.O. DEL PLATE AND DIN G ROOM ALSO ,gk c: '111- -0 EL. 8220'-10" 0 M M L ( CEILING FRA N� EXISTING CONSTRUCTION TO -0 X O (N) T.O. DBL PLATE - RIFY HEIGHT REMAIN O m U ® 3 1/2:12 ROOF BEYOND _- BUILT IN CABINETRY EL. 8219'-O I/4" I EXISTING CONSTRUCTION TO c � � w/LIBRARY LADDER TO BE U) a > DETAILED (E) ROOF 4 WALL FRAMING - — — — — — BE REMOVED NEW MAIN LVL FLOOR 6ON5T @ MAS R EAST- SEE NOTE @ RIGHT 7 I BEDROOM 5 ALL 2 LNDY (E) BEDROOM�ooM 4 =a o o� ° Z�, o W 0 SECTION NOTES: ° Z��'J Z (� � � Uj W�w0¢ LL O°J W LL NEW ROOF GONST ® EAST 210 212 213 (N) TOPPING @ EXIST EAST FLOOR �'J W>a t I. .n`°a v a° NEW MAIN LVL FLOOR GONST @ I. THESE SECTIONS (INCLUDING WALL HEIGHTS FLOOR Z° °o- z GARAGE- SEE NOTE ® RIGHT �� �� ADD SOUND ATTENUATION - SEE NOTE RIGHT °w �? w�'w =v w w o a ELEVATION AND ROOF PITCHES) ARE BASED ON > ¢LL w z CO°U) EAST- NO HEAT TUBE HERE INSULATION TO (E) WALLS (N) w o°, u°,o IW o z o-¢0 4 0 INFORMATION FROM EXISTING DRAWING AND SOME J a? z v w o=z SEE NOTE C� RIGHT / \ GEILING AROUND (N) LAUNDRY FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE a w=a v w W¢ o a REVIEW OF AS-BUILT CONDITIONS. CONTRACTOR z w�a~c3 z 12(N) EAST MSTR BDRM TO VERIFY ALL EXISTING CONSTRUCTION AND Q zo w z Q a z z z 7"¢ 1�� °=°WaWO o�'000� CONDITIONS IN THE FIELD BEFORE NEW r= __ °U =z T.O. DECKING (E) T.O. DEGKINC5 0°U J F w w OIL Ilk EL. 8209'-8 I/4" - EL. 820q'-8 I/4" CONSTRUCTION BEGINS AND NOTIFY OWNER, F Z W co z 3 Z o a o o z zo ARCHITECT AND STRUCTURAL ENGINEER OF ALL 0 a¢g J 0 r z o m o Lu°w° (8209.69') DISCREPANCIES THAT REQUIRE REWORK OF THE w z°z w�w w o a z<_m z W MATCH EXISTING r ° -'.2-2 3 a p ° w_¢F mzw GYP BR$ WRAPPED- (N) GYP BRD ® PROPOSED DRAWINGS. o =w Qe U_�z z x>z a cr STL BEAM RE:STRUGT (N) SOUND ATTENUATION (N) SHELF ON RE: STRUGT w o W_o o r¢¢r o-U ° �mcna� acn ¢°w¢a3a UNDERSIDE OF (E) INSULATION IN (E) FLOOR 2. THESE SECTION DRAWINGS ARE FOR MTL GUARDRAIL ARGHIEGTURAL COORDINATION AND PER CODE JOISTS FRAMING P a EAST UNI (E) FOOTING - VERIFY (TYT) SOUND ATTENUATION INSULATION I I I I I REPRESENTATION ONLY - SEE STRUCTURAL a s a °co r z o DRAWINGS FOR FRAMING SELECTIONS. _°'z m m x z¢ J W J LL o °2- ry GARAGE ALL (N) FLOOR FRAMING (lYP) STOiZAGE I HALL MECHANICAL (N) DRAINAGE MAT (AS NEG) ON o°z LL 3�,N J=o Z°U cz � 102 I 103 105 106 FOUNDATION WATERPROOFING ON 3. INTERIOR DOORS AND DOORTRIM AND INTERIOR IS °z o°J w MTL HAND GRIP m a o w W o z o ¢ 2 WINDOW TRIM WITH ARCHITECT AND OWNER PRIOR ¢°o PER CODE GONG SLAB - SLOPE TO PURCHASE AND INSTALLATION. a a Z}Z a a w < N WOW TO FLOOR DRAIN (N) GONG SLAB GONST - SLOPE = W TO FLOOR DRAIN ® MEGH ROOM (N) FDTN DRAIN IN w < w°z o 0 0 o z ° GRAVEL BED (TYP) 4. VERIFY FLOOR ELEVATIONS IN FIELD. v X�;0 z O z w w w<W<Z F.,(N) GARAGE SEE NOTE @ RIGHT °�Wo°QO~00��° ov�i0 T.O. COORDINATE NITH EXCEED �A 1/2".GHITEGT IF NEW STAIR RISER !'S:!,a Z =a n g a z Z'a o EL. 5200'-0" z w¢Z) m u) U) C7���°Of Ld JJf/7Q��7 5. SEE GENERAL NOTES SHEET A2.0, DEMOLITION w 5 z a a jL 0°w °z 0<LL w=w I °° W x0Ll-UJ¢ Z", ~�3 NOTES SHEET D.1, TYPICAL CONSTRUCTION NOTES O z w w c� F N r m<r<3 STONE VENEER ON GONG TRENCH DRAIN SHEET A4.0 AND COVER SHEET FOR ADDITIONAL w s y,'w i-,=o a o a°w a o INFORMATION. =Uz03:W,<mzol??Wc6w SITE WALL . co°¢w o w z w w¢~¢°z w <d'w o w W LL W=U U U O Z O ww ¢�m 0�°°X~(n¢W J�°U�J SIDING APPLIED TO TRASH TYF I GAL OONSTRUOTI ON NOTES 0 0 r w z)°z�w w z°¢ r o H w °w w J 0¢w o_ w z <R<w~o o ¢ Q w o z°=2 ENCLOSURE DOORS TYP ¢= J J 2 0° � NEW ROOF CONSTRUCTION 0 EAST REBUILD 3.5:12 PITCH Z W 2 m 3 2 a.W m W W U o o¢F_I- 2X3 WOOD TRIM BETWEEN DOOR A 5U I lml:) I NG SECTION A "GAF" GLASS A ASPHALT SHINGLES (COLOR = WEATHERED WOOD) ON AND STONE (TYP) 30# ROOFING FELT OVER SELF-ADHESIVE FULL COVERAGE WATERPROOF 4.0 SCALE: 1/4" = 1'-0" MEMBRANE, OVER ROOF SHEATHING ON 2X ROOF FRAMING (SEE STRUGT) WITH FOAM INSULATION (R-49 MIN) ON 6 MIL VAPOR BARRIER. GYP BOARD AT INTERIOR. VENT AT RIDGE AND EAVE. NEW ROOF CONSTRUCTION ® EAST GARAGE EXTERIOR ROOF O 1 2 4 8 STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH TEMPERATURE SELF-ADHESIVE FULL COVERAGE WATERPROOF MEMBRANE OVER ROOF SHEATHING ON TRUSS ROOF FRAMING (SEE STRUGT) PROPOSED DEMO $ REBUILD EXISTING TO REMAIN NEW ROOF GONSTRUGTION ® EAST 4 WEST SHED ROOFS RE: FIRST LEVEL PLAN SHT A2.1 FOR EXTENT STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH Z L9 NEW ROOF 0ON5T o EAST REBUILD - TEMPERATURE SELF-ADHESIVE FULL GOVERAGE WATERPROOF O 2­0" 2-0" SEE NOTE @ RIGHT MEMBRANE OVER ROOF SHEATHING ON 2X ROOF FRAMING (SEE STRUGT) rA Z WITH FOAM INSULATION (R-49 MIN) ON 6 MIL VAPOR BARRIER. VENT AT RIDGE AND EAVE. A4.0 (N) WOOD FASCIA TO MATCH EXISTING J NEW SHINGLES ® EXISTING ROOF CONSTRUCTION Q (N) WOOD SOFFIT TO MATCH EXISTING "GAF" GLASS A ASPHALT SHINGLES (COLOR = WEATHERED WOOD) ON 30# ROOFING FELT OVER SELF-ADHESIVE FULL COVERAGE WATERPROOF Q ASPHALT SHINGLES ON (E) ROOF MEMBRANE ON EXISTING ROOF FRAMING ICONSTRUCTION - SEE NOTE ® RIGHT � W NEW EXT WALL CONSTRUCTION ® SIDING J SOUND ATTENUATION EXTERIOR WALL MATERIAL (SIDING) TO MATCH EXISTING ON BUILDING W INSULATION ® ALL (N) VERIFY FRAME WALL OR GABINET WRAP ON WALL SHEATHING ON 2X FRAMING (SEE STRUGT) WITH WALL FRAMING (TYP) PANEL WOWNER BEFORE FRAMING GELLUL05E INSULATION (R-20 MIN). SEE STRUCTURAL DRAWINGS FOR UJ SHEAR a BEARING WALL SPECIFICATIONS. GYP BOARD ON 6 MIL Z VAPOR BARRIER AT INTERIOR. NEW MAIN LVL FLOOR GONST EXISTING CONSTRUCTION EAST- SEE NOTE @ RIGHT O I NEW MAIN LEVEL FLOOR CONSTRUCTION ® EAST REBUILD TO BE REMOVED (TYP) REBUILD ENTRY CABINETRY FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT Q � LSLOPED GEILINC7 TUBING ON FLOOR FRAMING (SEE STRUGT) v4/SOUND ATTENUATION _ INSULATION. NOTE: NO HEAT TUBING IN BEDROOM 5 AND BATH 5 (E) ENTR PST FINISH FLOOR MATERIAL ON (n Lu y� O� GONG TOPPING WIN FLOOR NEW TOPPING ® EXISTING EAST UNIT FLOOR uj HEAT ON (N) FLOOR FRAMING FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT REBUILD (N) BEDROOM 5 TO BEDROOM 5 PANTRY EST KITCHEN RE: STRUGT TUBING ON EXISTING FLOOR FRAMING. NOTE: NO CONCRETE TOPPING O MATCH (E) BEDROOM 5 210 I 205 206 AT BATH 4 OR VANITY 4. NO IN-FLOOR HEAT REPLACE (E) SLAB WITH (N) AT THIS LOCATION O RE:PLAN FRAMING RE: STRUCTURE NEW BASEMENT/GONGRETE WALL GONSTRUGTION I (N) MAIN LVL - EAST DRAINAGE MAT (AS NECESSARY) ON 2" RIGID INSULATION (R-5 MIN) ON / T.O. DECKING FOUNDATION WATERPROOFING ON CONCRETE FOUNDATION WALL (SEE Q ., STRUGT). CARRY WAERPROOFIN6 12" ABOVE GRADE WHERE POSSIBLE - n EL. 8209 8 1/4 (24 ABOVE GRADE AT WEST WALL OF EAST UNIT). 2 FOAM MATCH EXISTING INSULATION (R-13 MIN) AT INTERIOR LIVING SPACE. GYP BRED ON VAPOR BARRIER 0 INTERIOR. SOUND ATTENUATION INSULATION (N) ENTRY - EAST - VERIFY IF INSULATION REQUIRED AT GARAGE O 0 0 ALL (N) FLOOR FRAMING (TYP) \ T.O. DECKING EL. 8208'-I I/4" NEW CONCRETE SLAB CONSTRUCTION � M \ CONCRETE SLAB WHYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER • O O 1-1/2" FURRING SET 2" FROM FACE OF ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE BUILT IN LOCKERS CONCRETE WALL -TYPICAL AT ALL LIVING STRUCTURE). R-15 INSULATION. AT VAPOR BARRIER OVERLAP 12", GARAGE BUILT IN CABINETRY SPACE WGONG WALLS TAPE AND SEAL ALL PENETRATION AND EDGES. - PROVIDE 4" PVC, THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER . 102 AND BENCH / � p PENETRATION). CONTINUE PVC, UNINTERRUPTED TO VENT AT ROOF FOR (y (N) SLAB GONST. SEE NOTE O RIGHT / (N) BASEMENT WALL GONST. PASSIVE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE SEE NOTE @ RIGHT (N) GARAGE ELECTRICAL OUTLET AT ATTIC FOR POTENTIAL IN-LINE FAN N T.O. SLAB INSTALLATION. L W EL. 8200'-0" • MINIMUM REQUIRED R AND U VALUES FOR THIS PROJECT IL (CLIMATE ZONE 6) 0 • ROOF/GEILING (TO EXTERIOR) R-49 E Z • EXTERIOR WALLS R-20 :3 0 • FLOOR (TO EXTERIOR) R-30 z O J BELOW GRADE BASEMENT GAV 15U I L� I NG SECTION or R-I5 G ONT � m B or R-13 GAV+R-5 GONT I,A 4.0 SCALE: I/4" = I'-O" • SLAB R-10 (ADD R-5 FOR HEATED) • NEW WINDOW U-VALUE =032 SEE TOWN OF VAIL AMENDMENTS TO DETERMINE IF CONTINUOUS A4mO REQUIRED FOR THIS PROJECT 0 1 2 4 8 Of Cp0 NEW ROOF CONST @ WEST SHED �v 7 No � ROOF- SEE NOTE @ RIGHT '9 a PAMELA W. O CUSTOM GUTTER WHEAT TAPE - H O P KI N S �0., d x DOWNSPOUT LOCATION TBD r W.�qo a � Q B-1165 C� LL 4L (E) T.O. BEAM �2 5/24/13 L \ 12 EL. 020'-q" s a � 2 Fp ARG� (N) FASGIA AT EXISTING ROOF D BEYOND fn A4.1 \ (N) GLAD PATIO SLIDING DOOR ASPHALT SHINGLES ON (E) ROOF (N) CRIB WALL ON (E) 0 CONSTRUCTION - SEE NOTE @ RIGHT CEILING BEAM RE:STRUGT EXTERIOR 6A5 FIREPLACE SECTION LEGEND: 2 00 EXISTIN LOFT I 401 METAL RAIL cu ao (E) LOFT LVL-WEST z z NEW CONSTRUCTION c 0 T.O. DECKING EXISTING OIL zt o MUD SET FLAGSTONE ON SLAB 0 M EL. 0222'4" WEST DINING (HEATED) ON WATERPROOFING ON I EXI5TIN6 GONSTRUGTION TO O O 303 DECK FRAMING RE:STRUGT REMAIN m U - SLOPE �"/FT FROM WALL OF 0 (E) FLR MATERIAL ON Q Q RESIDENCE EXISTING CONSTRUCTION TO (n a (E) FLR FRAMING m I (E) UPP LEVEL-WEST - BE REMOVED T.O. DECKING (N) FIN FLR MATERIAL ON (N) ELEG EL. 8210'4" MATT OR HYDRONIG TUBESHIN�1/( MORTAR BED) ONT (N) HEADER Q<°o W z o= OVERFAME ON (E) STRUCTURE STRUGT ND BEAM RE: STRUGT SECTION NOTES: J z 0 a W w t SZ0(nom J U Z— EXISTING I. THESE SECTIONS (INCLUDING WALL HEIGHTS, FLOOR °w Z v w w v =v w�w o PAINTED PINE SOFFIT ® ELEVATION AND ROOF PITCHES) ARE BASED ON o w LL z z'°E BEDROOM 4 I N) GLAD PATIO DOOR z DECORATIVE BEAMS @ INFORMATION FROM EXISTING DRAWING AND SOME -,L-,z °z o w o z o a u (N) TOPPING EXIST BEDROOM 4 O\ O\ IN (E) OPENIN o Q W ° w o=z 215 z0 UNDERSIDE OF DEGK Q� wU~wW¢ ��°crow FLOOR- SEE NOTE aU RIGHT I 38 3� FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE � x >> EXISTING ~ REVIEW OF AS-BUILT CONDITIONS. CONTRACTOR W z w w v z o E 0 o a°z BATH EXIST BEDROOM 2 z x TO VERIFY ALL EXISTING CONSTRUCTION AND ? °a a° ?a a z z z¢ K J w 2 ¢w 0 O o 0 0 0 z FURR DOWN ® EXISTING >_ x= 21-1 HAL 226 CONDITIONS IN THE FIELD BEFORE NEW J Z J W H U of w�t 1, BATH 6 SOFFIT AS NEC, TO FLUSH -�U¢3 W W z =o O-�z 203 2 4 0 CONSTRUCTION BEGINS AND NOTIFY OWNER, F Z a a o J Z o¢ o w z o o (E) MAIN LVL-EAST WBOTTOM OF NEW PECK = 01L o U�0>.z ,0 o=�z W (E) FLR MATERIAL ON ARCHITECT AND STRUCTURAL ENGINEER OF ALL OIL T.O. DECKING DISCREPANCIES THAT REQUIRE REWORK OF THE } o a a w o o a� J~o m EL. 020G'-0 I/4" (E) FLR FRAM N6 (E) MAIN LVL-WEST T.O. DECKING PROPOSED DRAWINGS. a D w W o w LO o o >¢¢>o-U O xwtacnxaz za>zaaa U �mcnax acn ¢ow¢a ¢ L. 020W-O" 2. THESE SECTION DRAWINGS ARE FOR ARCHITECTURAL COORDINATION AND (E) FOOTING - VERIFY WD COLUMNS (RE:STRUGT) w/6" REPRESENTATION ONLY - SEE STRUCTURAL w m o w w c�'z °v (N) SOUND ATTENUATION (E) z J INSULATION IN (E) FLOOR GRAWLSPAGE STEEL COLLAR BASE DRAWINGS FOR FRAMING SELECTIONS. z¢m¢ w w >w u _z}�'JL O�Za W Ur�>c7(wnJx°z0° FRAMING (TYP @ EAST UNIT) 3. VERIFY ALL INTERIOR WALL AND GEILING FINISHES, o a o>° o o 0'F" z W°L a (N) GONG SHELF I 2- w�zui O- oUW W INTERIOR DOORS AND DOOR TRIM AND INTERIOR a z m �i¢ ¢J ?m= EXTERIOR GAS <wzm'wWLL°92--p0~¢~ (E) FOUNDATION WINDOW TRIM WITH ARCHITECT AND OWNER PRIOR =¢U o a°'-z a°z o°c�W)m (N) DRAINAGE MAT (AS NEG) ON MEGH FIREPLACE TO PURCHASE AND INSTALLATION. =a z>z a a w--2,w N En W R FOUNDATION WATERPROOFING ON 106 it W w m P a w Z°o°°W Q-Q o (N) CONCRETE FOUNDATION WALL 4. VERIFY FLOOR ELEVATIONS IN FIELD. o w o Q °w o W o MUD SET GONG SLABAGSLOPE ON COORDINATE WITH ARCHITECT IF NEW STAIR RISER Q F o ff z%=a LL g a a Y a o �I HEIGHTS EXCEED -1 1/2 �p }U q�J�¢mKJ �U I L� I NG SGTI OI ` G I/8"/ FT FROM HOUSE z�¢ nzwwm�'' ¢uSw2=O� J-w(n W=a'�f-Q O W W m~(nJ (N) FDTN DRAIN IN G 5. SEE GENERAL NOTES SHEET A2.0, DEMOLITION o 2,w w o ¢Q GRAVEL BED (TYP) NOTES SHEET D.1, TYPICAL CONSTRUCTION NOTES w w = r? =z a o z a o a o A4.1 SCALE: I/4" = I'-O° SHEET A4.0 AND COVER SHEET FOR ADDITIONAL w =LL z'o a ° Z a z J INFORMATION. F?x—t3z:W?QOQOZWWZ mww W U U` Z¢ =W H o~W O W w W D O Q p O¢Y TYPICAL CONSTRUCTION NOTES _°z W> w z UCH} Z w>pU >Ocn J uJ �F.=10 �W�����x��a CO p p U�z J x a p=¢~>O w 0 1 2 4 8 ¢xaw-UOxa�a¢Wazxx ?w2m3:.l,mwwUaO¢�� NEW ROOF CONSTRUCTION 0 EAST REBUILD 55:12 PITCH "GAF" GLASS A ASPHALT SHINGLES (COLOR = WEATHERED WOOD) ON 30# ROOFING FELT OVER SELF-ADHESIVE FULL GOVERAGE WATERPROOF MEMBRANE, OVER ROOF SHEATHING ON 2X ROOF FRAMING (SEE STRUGT) * WITH FOAM INSULATION (R-4a MIN) ON 6 MIL VAPOR BARRIER. GYP z l BOARD AT INTERIOR. VENT AT RIDGE AND EAVE. O �- v N NEW ROOF CONSTRUCTION ® EAST GARAGE EXTERIOR ROOF STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH G ? TEMPERATURE SELF-ADHESIVE FULL GOVERA6E WATERPROOF MEMBRANE A4.1 p • OVER ROOF SHEATHING ON TRUSS ROOF FRAMING (SEE STRUGT) NEW ROOF CONSTRUCTION 0 EAST 4 WEST SHED ROOFS (N) FIN FLR MATERIAL ON (N) ELEG EXISTING ROOF TO REMAIN STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH Z MATT HEAT (OR HYDRONIG HEAT TEMPERATURE SELF-ADHESIVE FULL GOVERAGE WATERPROOF O TUBES IN 1/2" MORTAR BED) ON MEMBRANE OVER ROOF SHEATHING ON 2X ROOF FRAMING (SEE STRUGT) Z OVERFAME ON (E) STRUCTURE - TYP WITH FOAM INSULATION (R-4a MIN) ON 6 MIL VAPOR BARRIER. VENT AT BATH 4 � VANITY 4 (E) T.O. BEAM RIDGE AND EAVE. OIL REPLACE (E) FIXTURE W(N) NEW SHINGLES o EXISTING ROOF CONSTRUCTION Q EXTERIOR LIGHT FIXTURE - y "GAF" GLASS A ASPHALT SHINGLES (COLOR = WEATHERED WOOD) ON FULL GUT-OFF STYLE PER I 30# ROOFING FELT OVER SELF-ADHESIVE FULL GOVERAGE WATERPROOF Q TOWN CODE [Lull MEMBRANE ON EXISTING ROOF FRAMING (E) T.O. PLATE 1 EL. 8226,-1„ NEW EXT WALL CONSTRUCTION ® SIDING � � EXTERIOR WALL MATERIAL (SIDING) TO MATCH EXISTING ON BUILDING WRAP ON WALL SHEATHING ON 2X FRAMING (SEE STRUGT) WITH (N) RAILING @ (N) DECK CELLULOSE INSULATION (R-20 MIN). SEE STRUCTURAL DRAWINGS FOR Lu / I (E) SKYLIGHT SHEAR $ BEARING WALL SPECIFICATIONS. GYP BOARD ON 6 MIL Z MUD SET FLAGSTONE ON SLAB TO REMAIN VAPOR BARRIER AT INTERIOR. (HEATED) ON WATERPROOFING ON W DECK FRAMING RE:STRUGT O NEW MAIN LEVEL FLOOR CONSTRUCTION ® EAST REBUILD - SLOPE �"/FT FROM WALL OF FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT Q RESIDENCE \ TUBING ON FLOOR FRAMING (SEE STRUGT) w/SOUND ATTENUATION J INSULATION. NOTE: NO HEAT TUBING IN BEDROOM 5 AND BATH 5 uj < I I I EXIST (E) UPP LEVEL-WEST T.O. DECKING W > W (N) T.O. DECKING _ _ _ _ STAIR NEW TOPPING ® EXISTING EAST UNIT FLOOR EL. 8218'-I" EL. 301 FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT REBUILD WALL TO MATCH REMOVE (E) SOFFIT © TUBING ON EXISTING FLOOR FRAMING. NOTE: NO CONCRETE TOPPING O EXISTING (N)-BEANh UNDERSIDE OF (E) LANDING AT BATH 4 OR VANITY 4. ♦^ nj I IRE: STRU I ADD GYP BRD �/� EXIST (N) TRASH-NEST NEW BA5EMENT/GONGRETE WALL CONSTRUCTION > j 0 REMOVE (E) DIRT FLOOR MSTR BATH BEDROO (0 BATH VANITY 4 / T EN RY _ T.O. WALL DRAINAGE MAT (AS NECESSARY) ON 2" R1610 INSULATION (R-5 MIN) ON J AND (E) WALLS 235 23 21 1 216 5 TREADS II" (202 EL. 113'-8" FOUNDATION WATERPROOFING ON CONCRETE FOUNDATION WALL SEE I � STRUGT). CARRY WATERPROOFING 12" ABOVE GRADE WHERE POSSIBLE NEW EXTERIOR WALL @ (24" ABOVE GRADE AT WEST WALL OF EAST UNIT). 2" FOAM J J y 43 SIDING - SEE NOTE o RIGHT INSULATION (R-15 MIN) AT INTERIOR LIVING SPACE. GYP BRD ON J VAPOR BARRIER (p INTERIOR. IN \ I \ 5TAIR - VERIFY IF INSULATION REQUIRED AT GARAGE — — 107 (E) WEST MAIN LVL O 0 OL (N) T.O. DECKING — — — — — — - T.O. DECKING > EL. 520q'-O" a EL. 02o '-o" NEW CONCRETE SLAB CONSTRUCTION J M MATCH EXISTING / CONCRETE SLAB WHYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER EXIST STEP FDTN WALL WIDTH ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE GUT DOWN (E) FDTN WALL GRAWLSPAGE o TO 6" ABOVE LANDING STRUCTURE). R-15 INSULATION. AT VAPOR BARRIER OVERLAP 12", STEP (N) GONG FDTN WALL / Lu RE: STRUGT (N) LANDING CV M WIDTH TO 4 ABOVE SLAB , � � TAPE AND SEAL ALL PENETRATION AND EDGES. - PROVIDE 4" PVG p T.O. DEGKIN6 THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER r O LINE - RE: STRUGT - - - - - - - - - - - — o — — 2 EL. 105'-4 3/4" PENETRATION). CONTINUE PVG UNINTERRUPTED TO VENT AT ROOF FOR N NEW LOCATION FOR (E) HA / U- — REMOVE (E) FOOTING VERIFY w/EXIST PASSIVE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE d- ~ (N) FLR FINISH MATERIAL ON / X WALL BELOW (E) STAIR DECK HEIGHT ELECTRICAL OUTLET AT ATTIG FOR POTENTIAL IN-LINE FAN N (N) GONG SLAB GONST - SEE ANTIQUE PHONE BOOTH 10 G/ LANDING INSTALLATION. L NOTE ® RI6HT w �-�, w TAKE GRADE BACK FROM (N) (N) BASEMENT WALL MINIMUM REQUIRED R AND U VALUES FOR TH15 PROJECT FOOTING RE: STRUGT SEE NOTE @ RIGHT (N) GARAGE (CLIMATE ZONE 6) � Z 4 T.O. SLAB ROOF/GEILING (TO EXTERIOR) R-4a E �I (N) GONG SLAB GONST EL. 8200'-0" EXTERIOR WALLS R-20 Z J S GT I O I O SEE NOTE RIGHT • FLOOR (TO EXTERIOR) R-30 cc D , S TREADS® II" = 7'-4" 3'-9" BELOW GRADE BASEMENT or I R-15 GONT 0 m A4.1 SCALE: I/4" = 6" (N) FDTN DRAIN IN GRAVEL BED or R-13 GAV+R-5 GONT I'-O" 2� • SLAB R-10 (ADD R-5 FOR HEATED) • NEW WINDOW U-VALUE =0.32 OF CON FURRING SET 2" FROM FAGS CRETE WALL -TYPICAL AT ALL L L IVING SEE TOWN OF VAIL AMENDMENTS TO DETERMINE IF CONTINUOUS CON SPACE w/GONG WALLS REQUIRED FOR THIS PROJECT A4ml 0 1 2 4 8 of C040 U o OL B.O. STRUGTURE 'r' `�' a ' m MELAMINE OR SIMILAR BACK, AQ PAMELA W. �O C° `� �- TOP AND SIDE PANELS x HOPKINS O U o X I? W. a� � u- B-1165 C� m t�`25�4/13 �•�� Q o MELAMINE OR SIMILAR SHELVES FQ ARG� • J Lu x HANGING ROD - VERIFY m MATERIAL CL O 00 Ca °O ± ,v O O d c: CO O M SHORTER LOCKERS AT NEW X O m x DRYWALL WRAPPED STEEL b'-O" ?� m 0 BEAM - VERIFY SIZE b EQUAL GUBBIE5 C 0 B.O. STRUGTURE OIL B.O. STRUGTURE a WOOD GUBBIE5 WOOD LOCKER DOORS w m GOAT HOOKS MOUNTED ❑❑❑❑ es m ° �' ON WOOD TRIM PIECE m "' =z ° J Z ° HANDLE w/LOCK OR HASP m y Q¢o LL U c� w w FOR PERSONAL LOCK / / / / / / I / / / / / / / -VERIFY SPAGING J W v°? `t g MELAMINE OR SIMILAR SHELVES WOOD BENCH w/WOOD > < of o�w ~ ~z z~° VENT PANEL o DOOR _ w °w`-w 0 W, = o z o°Q- SUPPORTS BOOT DRYER w _~<a�F U w a° W J(/J W UH—I°y,lY 26oZKK I] I] I] I] I] I] I] I] I] I] I] f'n w Q w=Q U w Q >>>- a m WOOD KICK TO MATCH _ SKI/BOARD RACK o w it o 2 z-,Y o 20 7 z I J U°U J=:=2 ?U U W=W DOORS � J LL=°-¢W O o 0 0 0 o Z o GARAGE T.O. SLAB Z a Of>-z7°Q 00 u—Z 0 m GARAGE Ja zw°J-" S F u� WOOD BASE (TYP) g MELAMINE OR SIMILAR BOTTOM T.O. SLAB = w w_>z m o w w U° PANEL EL. 8200.0 >a Wz°WJwa� a�J _ EL. 8200.0' tY °aQwO°w° W-Domes'= 2" HOOD KICK TO MATCH �wwow�o0 >QQ>0—o O =w�-Owmoz Z<>zORO OL T.O. SLAB m (13) 14 I/2 LOCKABLE LOCKERS = Il 10 I/2 6-0 BENCH w/ ° m n a Z a n ¢°w¢a ¢ DOORS EL. 8200.0' 1'-3" INSIDE DIMENSION v w I'-0" I'-3" I'-0" FILLER EOIJAL CUBBIE5 BELON w°w w > �C) I I/2" I I/2" poZmLL-,iO�zw?c?°JJ0 N Q Q J W O N°2 > _ 15 " LOCKERS BENCH ANO CU551 ES Zazw°u)° ��NZ�LLZ, 0 2 ->W w F Z ui w p_ O 0 w w w� a' J(nU~Zmm HrnOH0- z�v��0~¢~ 3 OETAIL ® LOCKER INTERIOR 2 lNTERlOR ELEVATION , INTERIOR ELEVATION °°aW�zo¢zOa�W�m mzOZFw� Z zOm ¢QZ>zQQwa��aN�x�v x F Q¢��°�°w 0 z w 6.0 6.0 6.0 �oZOU��w�ooi� SCALE: 3/4" = I'-O" SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-O" a trUXmmoz0www-ww-ew.z W Z O z�zac�cn=¢ILLi�UQ°zZa°� Z�-2Zw W m-WZ Qfn W um) Lu W°CY W 0?'N~J QQZLL, T, °w F O'. U U (n H-- �a'IU W(nZp�F(/7>z'm W W ¢0 3-z2 O W U, F Z K O, J w a o m O F�<¢w 0 H z w ¢O <Z-9 °z w z co of w 2 w w W U U U` Z Q Q W J of u2 Y l2 Y j = nHO�a,XU O pO w w Q ¢ OW O�0w cf (n fn° O O Q Z 0 W a 0 Q~ O W Q X¢U 2 2 z¢ Q?w m a LL x w U a O H WOOD BOOKSHELVES f 6AS FIREPLACE BUILT IN DESK NOTE: Z L9 LIBRARY LADDER SYSTEM AT BUILT IN GABINETRY TO Z BE DETAILED (NOT SHOWN) 0 _ J WOOD BASE (TYP) p EAST MASTER T.O. TOPPING p a u) LU W � J 4 1�ASTER — SOUTH V 6.0 SCALE: 1/4" = 1'-0" L Z c — Wa � pJ O p � JWa W > W � 0 Cn a J > O a J V J ~ J J ~ N - O O a � . M > N M O N N � W Z : p Z O J_ o m A6.0 DESIGN CRITERIA: WILLIAMS RESIDENCE REMODEL JOB #: 1203-06 B. Side-loaded beams i) For two or three member beams, nail each member to the next with 3 rows GENERAL REQUIREMENTS: ABBREVIATION LIST Roof Live Load (Snow) -------------------------------- 80/100 psf of 16d nails at 12" o.c. 4A* Roof Dead Load _____________________________________ 15 psf ii) For four member beams, bolt through with 2 rows of Y2 Q bolts at 12 o.c. a. Structural erection and bracing: The structural drawings illustrate the completed structure X40, Floor Live Load 40 psf with all elements in their final positions, properly supported and braced. The contractor, in A.B. ANCHOR BOLT LAM. LAMINATED P ill) For members consisting of more than four members, contact structural Floor Dead Load ------------------------------------ 15/30 psf engineer. the proper sequence, shall provide shoring and bracing as may be required during construction A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL `"o Deck Live Load ------------------------------------- 100 psf p. All lumber used in construction shall have a maximum moisture content of 19%. to achieve the final completed structure. Contact structural engineer for consultation (not in A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL th �� Deck Dead Load ------------------------------------ 65 psf q. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including contract) as required. ADJ. ADJUSTABLE LONGIT. LONGITUDINAL �p Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) glue-lams) wider than 1� " shall be sealed and flashed at the top surface per architect. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do ANCH. ANCHOR LTWT. LIGHTWEIGHT p°e , Seismic Design Category ------------------------------- EXEMPT r. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or not scale drawings. APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER � 0 IBC/IRC Edition ------------------------------------ 2009 approved equivalent. Fastener and load size shall be determined according to manufacturers C. Construction practices: General contractor is responsible for means, methods, techniques, ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL recommendations for materials being attached. sequences and procedures for construction of this project. Notify structural engineer of BD. BOARD MAX. MAXIMUM SPECIAL INSPECTIONS: s. Framing Notes: omissions or conflicts between the working drawings and existing conditions. Coordinate BLDG. BUILDING MECH. MECHANICAL 1. Exterior walls: requirements for mechanical/electrical/plumbing penetrations through structural elements with BLKG. BLOCKING MAT'L MATERIAL 05/24/2013 a. Special Inspections shall be provided according to Section 1704.1 and the statement of special A. All exterior walls are 2x6 studs © 16" o.c. to a maximum height of 12'-6", 2x6 structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods BM. BEAM MANUF. MANUFACTURER inspections as required by the Town of Vail. studs @ 12" o and (2)-2x6 studs © 16" to a used for construction shall be in accordance with the latest editions of the IBC/IRC. BOT. BOTTOM MIN. MINIMUM .c. to a maximum height of 14'-6", b. The structural engineer does not provide special inspections. Periodic observations of d. Details not specifically shown on the drawings shall be constructed in a manner similar to the B.O.W. BOTTOM OF WALL (N) NEW maximum height of 17'-4" unless otherwise noted. Walls taller than 17'-4" shall rn construction by the structural engineer are not to be considered special inspections. details that are shown for like conditions. These items shall be brought to the attention of BRG. BEARING NOM. NOMINAL 0) LO be framed with manufactured laminated studs. Contact engineer for spacing the structural engineer as soon as possible for approval. Approval shall be obtained prior to CANT. CANTILEVER N.W. NORMAL WEIGHT 0) 0) T requirements, if not indicated on plan. Cap with a double top plate installed to - 1 0, FOUNDATION DESIGN: installation. C.J. CONTROL JOINT 0.C. ON CENTER in 0) "j- provide overlapping at corners and at intersections with other partitions. If overlap e. All waterproofing and flashing is the responsibility of the architect and contractor. CMU CONCRETE MASONRY UNIT OPNG. OPENING N 0' is not possible, strap top plates with metal strap ties (Simpson ST292 or -0 o')a. Design of individual and continuous footings is based on an assumed maximum allowable f. It is the responsibility of the contractor to contact the structural engineer at the appropriate CEM. CEMENT OSB ORIENTED STRAND BOARD U � O bearing pressure of 3000 psf (dead load plus full live load), based on the original construction equivalent). time to perform site observation visits. Observation visits to the jobsite by the engineer are CLG. CEILING R PLATE z p o rn documents for the residence. B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall for determination of general conformance with the construction documents and shall not be CENTERLINE PLYWD. PLYWOOD c 00.) b. Foundation and retaining walls have been designed using an assumed lateral pressure of 50 trusses unless approved by engineer. construed as inspection. (� cf. C. Floor or roof framing members must be aligned to bear within 5 inches of the Though ever effort is made to provide a complete and clear set of construction documents, CLR. CLEARANCE PKT. POCKET X P studs beneath. g g Y p P COL. COLUMN R.0. ROUGH OPENING 0) = a C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the discrepancies or omissions may occur. Release of these drawings anticipates cooperation and Z L it recommendations of the geotechnical engineer, below frost depth. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, continued communication between the contractor, architect and engineer to provide the best CONN. CONCRETE RAF. RADIUS Q L g g P g P CONN. CONNECTION REF. REFERENCE I-- Q) d. Provide continuous foundation drains around the perimeter of all basement walls and at the at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d possible structure. These drawings have been prepared for the use of a qualified contractor ? N CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT base of retaining walls. Contact geotechnical engineer for details. nails spaced at 6" along panel edges and at 12 along intermediate supports. experienced in the construction techniques and systems depicted. C e. A representative of the geotechnical engineer shall verify soils conditions and types during E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, CONST. CONSTRUCTION REQ D REQUIRED U) - framing, and anything else that may affect the work shown on the drawings. C.P. CRIPPLE POST RET. RETAINING Z C excavation. Report any discrepancies from design assumptions to structural engineer for and one 2x6 king stud each end, unless otherwise indicated. 9, Y 9 Y g C.W. CRIPPLE WALL REV. REVISION re-evaluation of foundation design. F. At beam bearing locations in stud walls, provide multiple-stud posts equal to width Underpinning, shoring and bracing of existing structures shall be the responsibility of the N 00 Ln f. Backfill around and above and retaining walls shall be compaction-tested per the of bearing member unless noted otherwise. contractor. DBL. DOUBLE R.S. ROUGH SAWN C) Ln (10 recommendations of the geotechnical engineer. 2. Interior Load Bearing Walls: DET. DETAIL SCHED. SCHEDULE 00 g g g supporting (such g ( p ) DIAG. DIAGONAL SECT. SECTION Do not backfill against retaining walls until su ortin elements such as floor framing) are in A. Interior load bearing walls are 2x4 or 2x6 studs as indicated on Ian C� 16" o.c. +, X o m v place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double DWL. DOWEL SHT. SHEET 0 DWG. DRAWING SIM. SIMILAR side of a free-standing retaining wall to final grades as indicated on plan or section is top plate installed to provide overlapping at corners and at intersections with other L required unless temporary shoring is installed. EA. EACH S.I.P. STRUCTURAL INSULATED PANEL + o Q q P Y 9 partitions. If overlap is not possible, strap top plates with metal strap ties E.J. EXPANSION JOINT SPEC. SPECIFICATION i) > h. Verify type of fill with soils engineer and structural engineer prior to backfilling. (Simpson ST292 or equivalent). ELEV. ELEVATION SQ. SQUARE B. Floor or roof framing members must be aligned to bear within 5 inches of the ENG. ENGINEER STD. STANDARD REINFORCED CONCRETE: studs beneath. EQUIP. EQUIPMENT STL. STEEL C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer EQUIV. EQUIVALENT STRUCT. STRUCTURAL a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI and one 2x4 or 2x6 king stud each end, unless noted otherwise. EXSTG. EXISTING T&B TOP & BOTTOM 318) as adopted by Chapter 19 of the 2009 IBC. D. At beam bearing locations in stud walls, provide multiple-stud posts equal to width (E) EXISTING T&G TONGUE & GROOVE b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. of bearing member unless noted otherwise. 2009 IBC FASTENING SCHEDULE* EXP. EXPANSION T.0. TOP OF c. Concrete shall be proportioned using Type 1-11 sulfate-resistant cement. Admixtures containing 3. Floor Construction: EXT. EXTERIOR T.O.C. TOP OF CONCRETE chloride salts shall not be used. A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along P P PP P 9 FDTN. FOUNDATION T.O.L. TOP OF LEDGE Concrete Practice. CONNECTION FASTENING a, b panel edges and at 12 along intermediate supports. Install sheathing with long FLR. FLOOR T.O.M. TOP OF MASONRY e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and dimension perpendicular to joists and end joints staggered. FRMG. FRAMING T.O.W. TOP OF WALL p g B. Provide solid blocking etween floor joists at all bearing locations. Blocking material 1. ,Joist to sill or girder 3 - 8d common toenail spaced at a minimum of 10 bolt diameters unless noted otherwise. g J 9 9 FTG. FOOTING THRU THROUGH P 3 - 3" x0.131" nail shall match the floor joist material. GA. GAUGE TRANSV. TRANSVERSE g. Anchor bolts for wood sill plates shall be placed at 4 -0 maximum spacing with one anchor 3 - 3" 14 gage staple C. The weight of lightweight concrete floor topping shall not exceed 100 pcf. GALV. GALVANIZED TRTD. TREATED bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. 4. Roof Construction: 2. Bridging to joist 2 - 8d common toenail each end GEN. GENERAL TS TUBE STEEL COLUMN h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install 2 - 3" x 0.131" nail have sawn or tooled control joints at a maximum spacing of 10'-0" in each direction. Locate sheathing ith Ion dimension perpendicular to rafters or trusses and end joints 2 - 3" 14 gage staple G.L. GLUE-LAM U.N. TYPICAL 9 9 P P J GYP. GYPSUM GYPCRETE U.N.O. UNLESS NOTED OTHERWISE control joints along column grid lines where possible and provide slab isolation joints around staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along 6. Sole plate to joist or blocking 1sd at 1s" o.c. typical face nail / columns. 3" x 0.131" nail at s" o.c. HDR. HEADER VERT. VERTICAL i. Concrete coverage for reinforcing steel: intermediate supports. 3" 14 gage staple at 12" o.c. HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD B. Plywood sheathing shall be applied continuously over the primary roof members HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE 1. Concrete cast against and permanently exposed to earth: 3" Sole late to joist or blocking at braced (rafters or trusses) below overframed areas to provide adequate lateral stability. p j g 3 - 16d per 16" braced wall panels HT. HEIGHT W.P. WATERPROOF 2. Concrete exposed to earth or weather: wall panel 2" C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. (4)-3" x 0.131" nail per 16° INT. INTERIOR W.W.F. WELDED WIRE FABRIC A. 5 bar and smaller 1 1 # /2" nailing schedule. (4)-3" 14 gage staple per 16" INV. INVERTED WD. WOOD 10� B. #6 through #18 bar 2" D. Provide solid blocking etween roof rafters, trusses and lookouts at all bearing 7. Top plate to stud 2 - 16d common end nail g g JST. JOIST W/ WITH 3. Concrete not exposed to weather or in contact with ground: locations. Blocking material shall match rafter, truss chord, or lookout material. 3 - 3" x 0.131" nail K KING STUD W/O WITHOUT A. Slabs, walls, joists (#11 bar and smaller) 3/4" 5. Wind Bracing: 3 - 3" 14 gage staple B. Beams, columns 1 1/2" A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and 8. Stud to sole plate 4 - 8d common toenail are indicated as shear walls on plan have been designed to resist wind forces in 4 - 3" x 0.131" nail REINFORCING STEEL: accordance with Table 2306.7 of the 2009 IBC. 3 - 3" 14 gage staple rT, B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A a. Detailing, and placement of reinforcing steel shall be in accordance with the ACI 2 - 16d common end nail SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED 9� P 9 plates with #8 x 1 1/8 drywall screws at 7 maximum spacing. 3 - 3" x 0.131" nail Manual of Concrete Practice. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 3 - 3" 14 gage staple PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM engineer. 9. Double Studs 16d at 24" O.C. face nail Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note 3" x 0.131" nail at s" o.c. CONNECTION SCHEDULE TOP FACE JOIST on plan, or bars to be welded, which shall be grade 40. STRUCTURAL GLUED LAMINATED TIMBER: 3" 14 gage staple at 8" o.c. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless 10. Double top plates 16d at 16" o.c. typical face nail 0 SIMPSON H5 - (4)-8d (4)-8d specifically approved by engineer. a. Materials, manufacturer and quality control shall be in conformance with AITC Product 3" x 0.131" nail at 12" o.c. © SIMPSON LSSU135 - (10)-10d (7)-10dx1Y2 d. At corners, make horizontal bars continuous or provide corner bars. Around openings and Standard PS 66-82 "Structural Glued Laminated Timber". 3" 14 gage staple at 12" o.c. steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. b. Laminated members shall be fabricated using Douglas Fir with the following combination © SIMPSON LSTA12 (10)-10dx1Y2 - - e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located symbols: Double top plates 8 - 16d common lap splice Qp SIMPSON LUS26-2 - ( ) ( ) Ym 4 -16d 4 -16d on plan or details, coordinate cold joint locations with engineer. 1. 24F-V4 DF/DF Simple-span beams 12 - 3" x 0.131" nail f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a 2. 24F-V8 DF/DF Continuous or cantilever beams 12 - 3" 14 gage staple typical face nail EQ SIMPSON LUS26 - (4)-10d (4)-10d minimum of one full mesh plus two inches. Laps shall be wired together. 11. Blocking between joist or rafters 3 - 8d common toenail 3. 3 DF Columns (4)-10d (2)-10d PRONGS to top plate 3 - 3" x 0.131" nail FO SIMPSON ITS1.81/9.5 g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent C. All members shall be Architectural Appearance Grade, unless indicated otherwise by the 3 - 3" 14 gage staple adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall architect. © SIMPSON LSU3510-2 - (24)-16d (16)-10dx1Y2 be according o the manufacturer's specifications. 12. Rim joist to top plate sd at s" (nail at o.c. toenail g P d. Protect members from damage or exposure to moisture prior to and during construction. 3" x 0.131" nail at s" o.c. QH SIMPSON LUS210-2 - (8)-16d (6)-16d h. Metric bar size conversion table: e. Adhesive shall meet the requirements for wet conditions of service. 3" 14 gage staple at 6" o.c. METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 f. Do not camber laminated members unless indicated on the drawings. 10 -10d INCH-POUND 3 4 5 6 7 8 9 10 11 g 13. Top plates, laps and intersections 2 - 18d common face nail 10 SIMPSON LSSU125 ( ) (7)-10dx1Y2 # # # # # # # # # g. Glued-laminated timbers that are exposed to weather and not protected by a roof or similar 3 - 3" x 0.131" nail covering shall be pressure treated or be manufactured from Alaska Yellow Cedar with the 3 - 3" 14 gage staple SIMPSON ITS2.56/11.88 (4)-10d (2)-10d PRONGS STRUCTURAL WOOD FRAMING: folowing combination symbols: 14. Continuous header, two pieces 16d common 16" o.c. along edge QK SIMPSON L70 EACH SIDE - (4)-10d (4)-10d 1. 20F-V12 AC/AC Simple-span beams 16. Continuous header to stud 4 - 8d common toenail a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch 2. 20F-V13 AC/AC Continuous or cantilever beams © SIMPSON 2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas 19. Rafter to late 3 - 8d common toenail 3 - 3" x 0.131" nail QM SIMPSON P 9 3, 70 AC Columns p Fir-Larch 2. (See Section 2308.10.1, Table 2308.10.1) # 3 - 3" 14 gage staple b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. STRUCTURAL STEEL: 23. Built-up corner studs 16d common 24" o.c. SIMPSON - - - C. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs 3" x 0.131" nail 16" o.c. O SIMPSON - - - per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along each a. Structural steel shall be detailed, fabricated and erected in accordance with the most current 3" 14 gage staple 16" o.c. stud. editions of AISC Specifications and Code of Standard Practice. 29. Joist to band joist 3 - 16d common face nail d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and 5 - 3" x 0.131" nail - 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. 5 - 3" 14 gage staple 24" on center. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and I JOIST LVL T NOTES: HEADER TO MATCH e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4"0 unless noted For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3' x 0.131" nails are standard 8d and 10d Gun nails. DEPTH OF FLOOR directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. otherwise. L J L J f. Ledgers attached to concrete walls shall be treated Hem Fir 2, or if LVL material is used, a. Common or box nails are permitted to be used except where otherwise stated. JOISTS designed b KRM g # d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum b. Staples snail have a minimum crown width of 7/1s inch. � � g y shall have a continuous waterproof membrane between the concrete and the wood. number of 3/4"O bolts called for in Table 10-1 or combination bolts and welds in Table 10-2 Q drawn by KRM g. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column of the AISC Manual (Thirteenth Edition). ~ ~ above shall be provided within floor joist spaces and in wall spaces below. Door or window " _ � ® � checked by TDH P J P P e. Expansion bolts shall be wedge type Hilti or Rawl or Simpson or approved equivalent with � trimmers consisting of a single stud do not require special blocking in the joist space. the following minimum embedments: 1 J J h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening 1. __________ 2Y2» - m m issued Y2 � � � J Schedule" on the drawings (2009 IBC Table 2304.9.1). 2 % L >'� ___________ 3» i. Bolts used for wood framing connections shall be installed with standard washers and nuts. 3 "� ___________ 4" r -I r PRELIM 05/21 /13 j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush-framed f. Epoxy anchors called for on the drawings shall be "Epcon or "Rawl" or "Simpson" or approved P Y j j PERMIT 05/24/13 conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type equivalent anchor systems. Minimum embedments, if not specifically indicated on the U or Type HU hangers of a size specifically designed for the member supported, as shown in drawings, shall be according to the manufacturer's specifications. the manufacturer's published tables. Contact structural engineer for details as required. g• All welding shall be done by an AWS qualified welder. k. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be h. Delay painting within 3" of field welds until welds are completed. 2 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1 '-0" ripped to match the width of the wall or beam flange. Nailer plates supporting top flange i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone hangers from one side only shall be installed flush with the face of wall or beam flange at veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless S1 the hanger locations. steel expansion anchors. I. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load J. All grout beneath column base plates and steel beams at bearing shall be non-shrink, carrying capacity and deflection criteria to BCI 60 or 6500 series joists in the depths and non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. SEE FRAMING PLANS spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as FOR HEADER SIZE required by the manufacturer. OSB rims shall conform to ANSI/APA PRR 410-2010 for STONE/BRICK VENEER: Engineered Wood Rim Material and shall be a minimum of 1Y8" wide Grade B. a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with PROVIDE A MINIMUM M. Laminated veneer lumber (LVL) shall have the following minimum properties: a wire tie to the structural backing for every 2 square feet of veneer. OF ONE KING STUD, sheet 1. Flexural stress --------------------------- 2600 psi 2. Modulus of elasticity ----------------------- 1,900,000 psi b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" OR AS SPECIFIED ON 3. Tension parallel to grain --------------------- 1850 psi of wall thickness, long leg vertical, to bear 4 minimum each end: PLAN 4. Compression parallel to grain ----------------- 2310 psi 1. Openings to 4'-0" ----------------- 3Y2" x 3Y2" x Y4" POSTS SPECIFIED ON PLAN 5. Compression perpendicular to grain (parallel to glue line) 750 psi 2. Openings 4'-1" to 6'-0" ------------- 4" x 3Y2" x Y4" INDICATE TRIMMERS ONLY AND 6. Horizontal shear ------------------------- 285 psi 3. Openings 6'-1" to 8'-0" ------------- 5" x 3Y2" x Y4" DO NOT INCLUDE KING STUDS 7. Connection of multiple-member beams: 4. Openings 8'-1" to 10'-0" ------------ 6" x 3Y2" x 5/s" S1 A. Top-loaded beams (Multiple angles shall be oriented back-to-back) i) For members 12" deep or less, nail each member to the next with 2 rows of c. Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or 16d nails at 12" o.c. provide steel angle support per details on the drawings. 1 ii) For members greater than 12" deep, nail each member to the next with 3 TYPICAL WINDOW/DOOR HEADER SCALE: 3/4" = 1 '-O" rows of 16d nails at 12" o.c. S1 JOB #1203- 06 4'-8" 3,_738„ VERIFY ALL WALL °0 a® ,a°rP�' ell I I DIMENSIONS WITH q)” ARCH. SITE PLAN C, I T.O.L. = 8200'-6 9 i '`�� � �. T.O.W. = 8203'-9 I 1 p�� S7 O I I T.O.F. = 8196'-0 I I 05/24/2013 `V T.O.W. SLOPES 8 ' S� I 4" T.O.W. = 8199'-4 T.O.F. = 8196 0 I �• Lo T.O.F. = 8196 -0 O� I M Lo I " o T.O.W. 8206'-3 `n V) a, VERIFY ALL WALL 00 T.O.F. 8196'-0 TRENCH DRAIN PER ARCH. „ I I I a' -0 rn °' I I DIMENSIONS WITH I 4'-5 I SLOPE U ARCH. SITE PLAN SLAB z -0 0 0 rn.. o_ o_ (n 0 .. X I I T.O.L. = 8200'-6 9 1 I I I I I I 1 I Z C CL U_ r 10" 4 T.O.W. = 8199 -4 S7 N Q - I I S7 I I T.O.F. = 8196'-0 I I I I J a0i l� � 0 "� 1 -8 T.O.W. = 8206'-2 z 0, N I 2 �'� I I I T.O.F. = 8196'-0 O C 8 S7 "N �� - - - - - - - - C � -1 L - - -1 1 � 0L � 4' T.O.W. = 819 9 -4 co T.O.F. = 8196'-0 ' Oq� I \ \/ 00 X o T.O.W. 8206'-3 I I � � BM. B � m � I T.O.F. 8196'-0 TRENCH DRAIN PER ARCH. 4'-5" I I °' STEP PKT. KT. STEP o J ir) I I SLOPE T.O.F. 8200 -0 T.O.F. N " SLAB I T.O. SLAB RETAINING WALL PLAN Y4" = 1 '-0" AT PERIMETER 4 N S7 I DWL. (N) CONC. WALLS TO I I 7'-2 00 (E) CMU W/ #5 DWLS. x �n 24" EPDXIED INTO 3/4"&4" ° I \�\ T.O.W. = 8209'-6 I » HOLES ® 12" O.C. AND (2) 2 -0" I \ T.O.W. = 8209'-6 T.O.F. = 8199'-8 2 -( DWLS. IN FTG., TYP. T.O.F. = 8199'-8 �I SPREAD FOOTING SCHEDULE 5-0°' 4'-1)/2" 10'-7%2" 8'-6Y2" 3 TYPE SIZE REINFORCING T.O.W. 8207'-4 S7 F.D. I T.O.W. - 8204'-8 0I = A (3)-#5's x 1'-6 EA. WAY 1 (MATCH EXSTG.) 2'-0 x 2'-0 x 1 -0 _ T.O.F. = 8204 -8 T.O.W. 8208'-10)/2 B 2'-6 x 2'-6 x 1'-0 (3)-#5's x 2'-0 EA. WAY / S6 T.O.F. 8199'-8 ;n BM. PKT. BM. IPKT. C 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY / // T.O.L. 8205'-0 N I 1 - D 3'-6 x 3'-6 x 1'-0 (4)-#5's x 3'-0 EA. WAY / 1 CO 6 D D 1 I II �n 27 —101/4 5 91/4 T.O.W. - 8208'-8 T.O.F. 8204'--8 I 1 I I 10'-104" - - - - - - - - - _�- - - - - - - - -I Lo ro _____ - - - - - - - - - - - - - — -- I2 _ „ � STONE VENEER ANGLE SUPPORT I � I S6 (E) T.O.L. = 8207'-4Y2 I S�� rT, HEIGHT OF ANGLE EXPANSION ~ / '-0" 3'-0REMOVE FDTN. r2 I I 8200'-0 VENEER SIZE ANCHORS _ / E T.O.W. = 8208'-10Y2 ( ) WALL AND FTG. T.O. SLAB 2 5 » / 3'-85/8„ (E) T.O.F. = 8205'-2Y2 8200 5 I I I m UP TO 8 4x4xY4 /s 0 x 4" @ 24" T.O. SL B � l 8' TO 14' 4x4xY4 %"0 x 4" © 16" 4" / / 2 I � - - - - - - - � - - - - - I S7 I I I N > g 3 „� x 4" � 24" � I I 8209'-0 S6 I I � - - - o - - - - - �" 14 TO 20 4x4x/s /4 N / / T.O. (E) SLAB - I I � (E) T.�.L. 8208 1Y2 �J 1 20' TO 26' 4x4x5/s 3/4"0 x 4" @ 16" / / - � , (E) T.O.W. = 8208'-8 1 �4 1 E T.O.L. = 8208'-1Y2 I E T.O.W. - 8208 10 2 (E) T.O.F. - 8204'-8 NOTES: - ( ) ( ) - 1. THIS SCHEDULE IS FOR NON-BATTERED STONE / / N (E) T.O.F. = 8205'-2Y2 N / (E) CMU PIERS AND VENEER WITH A MAXIMUM THICKNESS OF 6". "� " �% 1 g CONCRETE FTGS. TO / N \ L I- _ - _ L /� REMOVE (E) WALL BE REMOVED CONTACT ENGINEER FOR OTHER CONDITIONS. J - - - 77(E)- - /� I AND FTG. I ,, 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM / ® - - - - - - - - - \� - - � ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. A —� T.O.W. = 8204'-8 3. ANGLES MUST BE ORIENTED AS SHOWN. N L 5 REMOVE (E) FTG. I S6 A 8'-0 III - ,- 5'-0" I I O.L. 8208 1Y2 5 F - - (E) T.O.W. = 8208'-10Y2 T.O.W. _ I I 11y" J 5Y4 I S7 3 8 3 4 _ � I F / T.O.L. = 8208'-0 I I I (E) T.O.F. = 8205'-2Y2 8204'-4Y2± ���' I I I 4 / T.O.W. _ - r „ I S6 TYPICAL SLAB: \ / - 8212 9 � � � 4 8 T.O.F. - 8204'-9 / (E) T.O.W. - 8208 -8 - 4" CONCRETE SLAB ON 4" CLEAN / (E) T.O.F. - 8205'-2Y2 I GRAVEL BASE ON UNDISTURBED F_ GRADE OR COMPACTED STRUCTURAL / L_ C /// T.O.W. = 8204'-81 I FILL PER SOILS ENGINEER. / / I � �� I I REINFORCE SLAB WITH / 8 /// 1 -4 8 4 6x6-W1.4xW1.4 WELDED WIRE FABRIC / S7 ® S6 THROUGHOUT. PROVIDE 1" DEEP I ao -0 SAWN OR TOOLED CONTROL JOINTS I AT 10'-0" MAXIMUM SPACING EACH designed by KRM I14'-21/4" (E) T.O.L. = 8208'-1Y2 WAY. drawn by KRM I =� L - - - - (E) T.O.W. = 8211'-8Y2 — — — — — —` — — J TDH SEE ARCH. SITE PLAN FOR L� (E) T.O.F. = 8205'-2Y2 I " checked by (E) T.O.W. = 8208'-8 issued WALL DIMENSIONS 4 I - _ - _ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J (E) T.O.F. = 8204'-8 I ® PRELIM 05/21 /13 „ L J I 8 1 I PERMIT 05/24/13 CUT DOWN (E) CONC. I I NORTH �>, \ (E) T.O.L. = 8208'-1Y2 STEM WALL TO ELEV. III FOUNDATION PLAN SCALE: 1 4" \ III (E) T.O.W. = 8208'-9Y2 8208'-8 i I I (E) T.O.F. = 8205'-2Y2 III I I PLAN NOTES (E) T.O.L. = 8208'-1Y2 \ ® = III 8209'-0 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: \ B (E) T.O.W. 8211 8Y2 I I T.O.W.-TOP OF CONCRETE WALL T.O.F.-TOP OF CONCRETE FOOTING \ 4'-13/8" 3'-87�g" (E) T.O.F. = 8205'-2Y2 I T.O. SLAB i FIELD VERIFY ALL EXISTING T.O.W. AND T.O.F ELEVATIONS. \ \ I I M 6 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. r� CUT DOWN (E) CONC. I i I I S6 3. STEPS IN TOP OF CONCRETE WALL INDICATED: sheet STEM WALL TO ELEV. 00 8208'-8 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. J II 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. S2 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. (N) T.O.W. = 8209'-0 8'_134" (N) T.O.F. = 8205'-2Y2 7. FIELD VERIFY AND COORDINATE ALL DIMENSIONS WITH ARCHITECT. DO NOT SCALE DRAWINGS. (MATCH EXSTG.) JOB #1203- 06 8. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ) 1 05/24/2013 zo S7 CD 2 N loo S8 � � I 6" CONC. SLAB ON 2"x20 GA. STEEL DECKING (VULCRAFT °' 2C20 OR EQUIV.) REINF. W/ z o° TRUSS S @ 2 ' 0.0 S #4's @ 12" O.C. EACH WAY ,- M S (� L C CO T. LEDGER + ' Q E J W 12x !-6771208--768 N . _j Q) z is O U N Ln "t00 00 U m 1174" B 16 00 1.8 4 16" O.C. Y � 0 S7 1 i � 4 1 O S8 I I S6 BM. PKT 13M. KT. (N) CONC. 16X50 (T209 _ —_ FNDTN WALL J ` i rQ YP. Ld 6 S� REMOVE (E) FNDTN o 1 11 REMOVE (E) FLOOR JOISTS AND (E) SLAB, REFRAME W/ BELOW 117 " B 16 00 1.8 16" O.C. 0 2x8's @ 16" O.C. AFTER (N) o FOUNDATION WALL IS IN PLACE - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. .. 8208'- REMOVE (E) JOISTS AT T.O. PLYY WD. (N) STAIR OPENING 8209'-8X 8 r E TYP. D T.O. PLY . O II III s,� w �1 I I III I 2 ° 7 � III S6 j S6 II EXSTG. CONC. SLAB 34 /4 8209'-8Y4 STEP T.O. PLYWD. AND T.O. PLYWD. OVERFRAME STAIRS (3_2x 0 _(, )-2,(10 - N N + L`1� (N) STUD WALL BELOW �� 1�� > Qo _ _ _ - - - - - - J `. `- ' J I (E) OVERFRAMED(E) COL. FLOOR 8209' 4 � 5 3 LOCATIONS, PR VIDE— - T.O. (E) PLYWD. S6 S8 TEMP. SHORING PROVIDE TEMP SHORING —�-- - — — — - - — — — — — — J - BELOW COLUMNS AND BM. UNTIL (N) FTC. /�° — J N AND BRG. WALL ARE IN + - -- PLACE — I T.0.9(E) PLYWD. +�O 4 REMOVE (E) CMU WALL I L_ — � I S6 BELOW AND REPLACE WITH REMOVE (E) POSTS � AND CMU PIERS BELOW, REPLACE WITH BRG. WALL o � I � o NO Q2" CONC. 3 — H N OVERFRAMED —TOPPING-ON — FLOOR 0 �I OVERFRAMED FLOOR S6 _ — — — X AREAD �� � 1 N I N w BLOCK SOLID TO TOP OF (E) __ J J designed by KRM FOUNDATION WALL BELOW (N) + drawn by KRM POSTS checked by TDH 11 III I I ADD LTWT. CONC. TOPPING TO (E) FLOOR AT EAST UNIT ONLY issued R NORTH PRELIM 05/21 /13 XI 24 PERMIT 05/24/13 ® 1 MAIN FLOOR FRAMING PLAN SCALE: 1 4 = l '— O" / / III L WI 111 8209'-0 PLAN NOTES FOR NEW FRAMING: T.O. SLAB 6 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: D NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ S6 EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e_ III NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 _,_J_ 2. ALL POSTS ARE LABELED AT THE TOP. — — — u — — — J 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. Sheet 4. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT CUT DOWN TOP OF (E) CONC. HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). WALL TO ELEV. 8208'-8 5. " O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. o ) 6. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ) JOB #1203- 06 .,V A®,,OOoP /�,y y4P SE �' J4 rpRB 1YaxW/8 OSB RIM SUB-FASCIA a ®. I �® TO BE CONT. AT CORNERS SEE SHEET S3 FOR LOW ROOF FRAMING '`' � FOR 8'-0 MIN. A TYP. @ RAFTER & ssroN��. 1/ LCOKOUT BRG. 05/24/2013 L c . ... .. .. .. .. .. . - .. .• rn LO L • l a V)ll ) 'q- 0) 00 ^o I� �I z ° T6— 0 �+ .. 1� � = x J Z J C d li 0 o Q 'L C.W. C.W.—J EXTERIOR HEADERS ARE: — (3)-2x10's W/ (1)-2x6 I z TRIMMER AND (1)-2x6 I 1 11%" B 160 10 @ 4" O.C. 11%" ECI 60 2.0 -19) 24" O.C. I +� O KING STUD EA. SIDE, TYP. ° U Ln 2x8's @ 24" AT (N) TRASH UNLESS NOTED OTHERWISE I ��� Ln c° ENCLOSURE ROOF 00 (E) ROOF AT ENTRY TO REMAIN 0 0 �+ I U m ,1' I L > VL 2x10 ca — - - EXSTG. CANT. STAIR — — — — — — — — — — 1 LANDING TO BE —� — — — — — — — — — �1 � o I (E) 4x6 PURLINS @ 32 FILLED IN BELOW i i I II 2x8 LEDGER I I I 1 1 3/8 B 160 2.0 24 _O.C. ^I II Z l i I 1 110 (0 110 1 � II I � - - - III 11 s8 C.W. IlvI y 1 li I I I I I � I I 11 1 III I I I 1 1 1 1 1 1 l 5Y8x2I4 G.L. OR 3/4x21 G.L. (E)-. XB' @ 16" C. L — — — -�+�o TYP. 1 (N) RIDGE yII (�) 4x12 —_ ill N 1 (E)—(2) 1 12x12 1 , „ X - - — — - - _ — _ 1 /$ B 160 2.0 24 O.C. 614 I^ =111 IN II I I � �I-� � I — __� �_ — _ 11 N _ 1 I 6 1I 1 +CO IIv S8 9 l I S8 C.w �I ss E)–2x1 @ 16" .c. 1 ll l 1 © TYP. 1 Lj 1— A 4 — t — 4 _ SL I I � (E�(2)-2x12 (E) 6x16 , � RD JOVE (- )-6x1 (FOR iER RI DGE) �I1� — — — — �� T( ) 63/4x16 2 G.L. 1 (E) 2xlx12 J I +°K IF- - - - - - - J I I I ,�,i _71 �� - - - - - > I III r� 11 II l� 4x121 x > II I 1 A � I xll it II 11 J 3 (E)-4112 1 1 6/ax16Y2G.L. � �I I I� I � ( ) E -4x12 (� ) lb/+lb —H s8 FO TYP. 0 TYP., +� 1 L o 1 1 1 – p ��1/ - - ��00 - - - - - - II N �� - - - - X L E 4x6 @ 32„ C. J II L� Ci > II @ 1 © X ; REMOVE (E)I COL. BELOW, 1 co __j — ^ ADD HANGER x II 11 HO� I 11 rn s� J I— — (2)-2x12 - - - - - .___.—. . — j - - - 4x12 � I ti# - - - - - - _ - - - - - - — �. 1 LtK N x 3x r J OL 8218'-1 N 1 1 T.O. DECKING 63/ax16Y2 G.L. x;1 J +� @ Y LOCATE BM. BELOW 11 Q (E) BRIG. WALL ABOVE designed by KRM _ drawn by KRM Q > 1 1 8 Ix M` checked by TDH � x I tx��+ 1 � _ s8 issued TYP. F_ 1 11 w� Ell Op TYP. NORTH PRELIM 05/21 /13 UPPER FLOORZLOW ROOF FRAMING PLAN SCALE: 1 4" = 1 '-0" EQTYP.�I PERMIT 05�24�13 11 1 PLAN NOTES FOR NEW FRAMING: +tx +�0 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 / 2. NEW POSTS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ ��� FILL IN (E) WINDOW OPNG. REMOVE (E) BRG. WALL ( 63/4x16Y2 G.L. BELOW EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e REBUILD (E) STAIRS NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: D 3. ALL POSTS ARE LABELED AT THE TOP. 4. NEW ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. sheet 5. " 0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 6. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ) S4 JOB #1203- 06 yt.PA®.j •c�a +gyp w ,s Wa dL I I I I 05/24/2013 Ln II II II II � Ln (N) LOW ROOF FRAMING, SEE SHEET S4 �Cn rn II II � I II z �o I I II L vi F-I �L - - � 1 X Q) (N) LOW ROOF FRAMING, SEE SHEET S4 J �1 n C II II II II z II �71 II II II O a I 1F v — � Ln Ln II II II II II H I II 1 I 2 -, X 1 - - - - - - - - - - - - - - L - - - - - - L - - - - - - - J — - - - - 1� 0 0 0 c) 1 L - - - - - - - - - - - - - - - L oQ _LE)4x12 _ - - — Y a- > F - - - - - - - - - - -i F�==- - - - - - - �� II 1II 1 1 u I i I I I � II II I I II II I I I 1 - - - - - L - - - - - - - - - - J E 4x12 L- -1 L -1 L ]- - - - - - - - - - - - - - u I 1 I �� 11 (E)-4x121 11@ 48" O.C. 1 1 I � � � � 1i 1 it 1i � 1 I 6 I 1 lz — — O L ) 2 12 _ II o �� 1 11- 11 _- - - - - - - - - - - - - - - � Al O. _ 1 III W � \ 1 1 1 I 1L I - - J_ LOPING RAFTERS ' —� L - - - - - - - - - - � — - - - �-6x1 6 - - - - - - - - - - / 'lE)-(2 -2x121 RIDGE 1 � 1 FF Z/ __LI— — _— 1 1 1 1 0 © TYP.�I - - JI II O 1 o F�A,60t ' I I �1 I ° �— � 11 I � �I 1 F -�� E) x8 16 0. E) x8 16 0. 8 I 1 I I � �SLO ING RAF ERS 11 �1 Co 1 N Co _ _ � �5 w 111 + 1 II E 4x8 1I — I I I � I 11 I _ _-_ ( ) _ _ �(E�+�2 2x1 DA TYP. C� RAFTER & LOOKOUT BRG. z (E)-(2)-2x8 1 11 .� I — 1 11 I 161' 1 111 I1 E) x8 0. . 1 1 SLOPING RAF ERS — (E)-6x16 11 L _ III � 1 A � �I @ 1 I 10 I� LOFTZLOW ROOF FRAMING PLAN Lij b+\ I1 (NO CHANGES HERE, SHOWN FOR REFERENCE ONLY) I III 1 I 1 11 designed by KRM II drawn by KRM (E)-4x12 @ 48" O.C. I.j NORTH checked by TDH 1 I 1'I HIGH ROOF FRAMING PLAN SCALE: 1 4" = 1 '-0" issued I I � I � 1 PLAN NOTES FOR NEW FRAMING: PRELIM 05/21 /13 05/24/13 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: El EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. 3. NEW ROOF SHEATHING IS %" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 4. " O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 5. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ) sheet S5 JOB #1203- 06 1Y2" LTWT. CONC. TOPPING REPLACE (E) BRG. WALL W/ � i BEAM PER PLAN ®o Op. ell CUT OFF (E) 2x10's CUT DOWN TOP OF AND SISTER N JOISTS (E) STUD WALL TO ( ) REMAIN (E) CONC. STEM WALL » `' CONT. TREATED 2x6 R AFTER GARAGE WALL TO ELEV 8208'-8 ADD 11'2 LTWT. . IS IN PLACE 2x6 STUDS @ 16 CONC. TOPPING DRIVE-PINNED TO CONC. @ 16" i O.C. W/ Y2» PLYWD II i i (N) 4" CONC. SLAB OR OSB SHEATHINGO � � BLKG. AT (N) PLYWD. EDGE � � Fj? W/ Y2RQ1x10»D 2x6 8209'-8Y T --�1 8209'-8 Y A.B.'s @ 48" O.C. ---- __ 05/24/2013 T.O. PLYWD i i T.O. (E) PLYWD. -T-1- - �_ EO TYP. 8209'-0 8209'-0 8208'-8 T.O. (E) PLYWD. - - - - _ _ _ = ai L I T.O.W. °o AND SLAB rn rn j T.O.W. (E) °o oY'0 (N) 2x8 s C�? 16 ooa�o oa, %rr ° i� (1)-#5 CONT. �!\ - � 11%" I-JOISTS PER CONT. 2x8 LEDGER ���' �� VERIFY E BLKG. BTWN E 2x10 JOISTS rn °,- PLAN s HORIZ. C�? MID-HT. 8207 -6 O ( ) W /8" 1x5" TITEN HD L �- -- -- -� O JOISTS AT SPLICE OVER (/l / BRG. BLOCKS (E) 2x8 JOISTS BEAR (N) SLAB ON T.O.F. E � X ANCHORS C�? 16" O.C. i FORMER WALL LOCATION z < #5's VERT. @ 16" BELOW (N) JOISTS (E) WALL Z O.C. BACKFILL TO ELEV. 8206'-0 _ - -- (2)-13/4xW/2 LVL (3)-2x6 HEADER AT J Q) #5 DWLS x REMOVE (E) FTG. CS ACCESS OPENING Q) (E) CMU FDTN. WALL @ 48" O.C. AND CONC. WALL X,> AND CON C. FTG. 6f O N 00 CONT. TREATED 2x6 U#5 s C O N T. H O R I Z. -__ Lr) V �VVVVVVVV� VV�VVVV� _ It W/ Y2 O x 10 p Ln c° @ 16" O.C. /A/��/AA iAA/A/A/A/AA/AA/A/AA/AA/A�/AA/AA/AA/�\�/A�/A/� - - HORIZ. TOP BOT. - 8205'-2Y A.B.'s © 48" O.C. 't °° � �� �� �� �� �� �� �� ���� �� �� �� � 8205 -2Y �, x VA jAA jAA jAAV�jAA jAAA jA�jAA jAA jAAjA�AjAAjAAjAA ��VA�VAAi\i\j\%� O F 4, o T.0.F. E T.0.F. 8204'-8 ° 0 11 0 00 &Als (MATCH EXSTG.) m 8204'-8 L J T.O.F. (E) � � ° T.O.W. i I I - - - - 4ff 8„ 4„ rrrrr, 4" 4" V-4" #5 DWLS x c° #5's VERT. Ca? 16" @ 16 O.C. N #5 DWLS x cO 0.C. 6" @ 16" 0.C. N 7 SCALE: 3/" = 1'-0" 6 SCALE: 3 " = 1'-0" 6" 4 /4 S6 1,, S6 #5's CONT. HORIZ. 16" O.C. Y2" EXP. MAT'L 2 //---(2)-#5's CONT. HORIZ. Y2" EXP. MAT'L 4 2 / TOP AND BOT. 8200'-0 8200'-0 -' T.O. SLAB 8199'-8j,4 T.O. SLAB 8199'-8 � ° T.0.F. M" ���� o a° T.O.F. � (,ddQ o i�\i�\ir\fir\ �� 8" 8" 8„ 8» 8„ 8„2'-0 i i (E) FLOOR AND WALL 2'-0 rT, J J FRAMING TO REMAIN I �4 (E) MASONRY FIREPLACE -1 OVERPOURED BEDROOM 5 3 » - \�I 1 L __ -1 ADD 1Y2" LTWT. CONC. SLAB (OR WOOD SCALE: /4 - 1'-0" ADD 1)/2 LTWT. CONC. F -1 TOPPING OVERFRAME) S6 TOPPING I L Y -1 L- _ _ O.C. W/ Y2' PLYWD F -F � � Y ORIGINAL GARAGE SLAB h'CONT. TREATED 2x6 OR OSB SHEATHING 8209'-8 - - - - - - - � - - - - - - - � 8209'-8 - - - � W/ Y2"Q1x10" T.O. (E) PLYWD - - - - - - - T.O. (E) PLYWD -F-F- A.B.'s @ 48" O.C. f� I � F I I I III II I 1 1 1 III 8209'-0 ��-� 8209(E) 8208'-10Y _ L _-1 8208,_8 � - J 8208,_8 T.O. (E) SLAB fi T.O. (E) PLYWD. T.O.W. (E) � T.O.W. (E) %�' � � i ii° T.O.W. (E) CONC. 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GAS APPLIANCE VENTING: MECHANICAL LEGEND WITH VERSA GRIP OR MESH. a. ACCEPTABLE VENT MATERIALS, ROUTING, DISTANCE AND TERMINATION LOCATIONS NOTE: ALL SYMBOLS SHOWN ON LEGEND Co d. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK SHALL SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL ARE NOT NECESSARILY USED. 4_0 1.1. GENERAL: C: to m NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTHER REQUIREMENTS IN CHAPTER 8 OF THE 2012 IMC. PVC IS NOT AN ACCEPTED VENT � O L_ N a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES -HWS- HEATING WATER SUPPLY OA OUTDOOR AIR _U (a O FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. TERMINATE WITH A WALL CAP MATERIAL. +-+ - NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED WITH A BACK DRAFT DAMPER. SCREENS ARE PROHIBITED. REFER TO SECTION 504 OF -HWR- HEATING WATER RETURN RA RETURN AIR O U 00 ON THE DRAWINGS AND/OR SPECIFIED HEREIN. N U) ui THE 2012 IMC FOR MAXIMUM DRYER EXHAUST DUCT LENGTHS. 18. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL -CWS- CHILLED WATER SUPPLY SA SUPPLY AIR U) cn C:�,lzt b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE e. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM/.08" PRESSURE EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, O ~ COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE -CWR- CHILLED WATER RETURN EA EXHAUST AIR Q O) O > O DROP PER 100 FEET. STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE Q SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY f. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND/OR EXHAUST)SHALL BE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY -SMS- SNOWMELT SUPPLY RAD RETURN AIR DAMPER U O E TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE -SMR- SNOWMELT RETURN SAD SUPPLY AIR DAMPER EQUIPPED WITH A MEANS OF SHUT-OFF WHEN VENTILATION IS NOT REQUIRED, AND MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND O X SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT -RFS- RADIANT FLOOR SUPPLY SG SUPPLY GRILLE � � = N m U -0 O LL DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. FOR AIR INTAKES AND/OR DISCHARGES. IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. -RFR- RADIANT FLOOR RETURN RG RETURN GRILLE J.- � = U (n g. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION -G- GAS TG TRANSFER GRILLE � U O.> 2. WORKMANSHIP: h. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 90°. 19. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT Q N Cq a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER -MPG- MEDIUM PRESSURE NATURAL GAS SD SUPPLY DIFFUSER ,� C,6 L TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR. EXACT SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 13. HEATING PIPING: LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES PIPE RISER RD RETURN DIFFUSER M C) Cp 00 (LS a. HEATING HOT WATER PIPING 2'/2" INCHES AND BELOW SHALL BE TYPE"L" COPPER, HARD AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT REQUIREMENTS. O PIPE DROP TD TRANSFER DIFFUSER W -2 LLJ ~ 3. MATERIALS: DRAWN, WITH WROUGHT COPPER SWEAT FITTINGS. JOINTS SHALL BE SOLDERED WITH PIPE TAKEOFF (FROM BOTTOM OF MAIN) OT THERMOSTAT J = O a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE � - = 95-5 OR SILVER SOLDER. CONDENSER WATER AND HEATING HOT WATER PIPING 3"AND 20. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR = (!) KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. � PIPE TAKEOFF (FROM TOP OF MAIN) L ABOVE SHALL BE SCHEDULE 40 BLACK STEEL A-53 SEAMLESS PIPE WITH WELDED WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND J PIP END CAP � SENSOR (CALL OUT ON DRAWINGS) � FITTINGS. AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. 4_0 U N O rz 4. SITE INSPECTION: b. VALVES SHALL BE CRANE, WALWORTH, NIBCO, STOCKHAM OR EQUAL; SERVICE PIPE CONTINUATION FIRE/SMOKE DAMPER U � .0 Co O a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND - --''�``---- N (� � C PRESSURE SHALL BE AS REQUIRED. VALVES SHALL BE SUITABLE FOR SERVICE 21. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE _ PIPE EXPANSION GUIDE }, O � Q THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE FIRE DAMPER �- U N INTENDED. APPROVED VIBRATION ISOLATORS. I PIPE UNION -r- a) C: o-) THE WORK. 00 c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI PIPE ANCHOR a MOTOR OPERATED DAMPER (MOD) � :2 Q d' � b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 22. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO 00 COMPLETE AND FUNCTIONAL SYSTEM. FLEXIBLE PIPE CONNECTION d. PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3.5 FT PER 100 FEET&4 INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE,ADEQUACY OF MANUAL BALANCING DAMPER p c .NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS -� PIPE EXPANSION JOINT FEET/SEC VELOCITY. FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER m FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE e. CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE OPERATING CONDITION. e POINT OF NEW CONNECTION ,R,o CHANGE OF ELEVATION O (D) DROP (R) RISE EXAMINATION. DIFFERENTIAL ACROSS THE VALVE OF 2 PSI. ��J� PLUG VALVE f. PROVIDE 3" DIA. x 24" L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE 23. TEST& BALANCING: FLEXIBLE DUCT CONNECTION 5. CODES AND PERMITS: -V� CHECK VALVE a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2012 AGGREGATE TO NEUTRALIZE THE BOILER'S CONDENSATE DRAIN. a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN BALL VALVE TURNING VANES IN 90° ELBOW FEE INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. �p,L �FST INTERNATIONAL MECHANICAL CODE (IMC), 2012 INTERNATIONAL ENERGY -^�- BALANCING VALVE 14. DUCTWORK INSULATION: b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR DUCT SIZES ARE NET FREE AREA 0 �O H,,,� CONSERVATION CODE (IECC)AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL ??x?? 1ST NO. IS DUCT WIDTH. O a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER REVIEW AND APPROVAL. ^„ FLOW REGULATOR VALVE BUILDING DEPARTMENT. SECTION 604 OF THE 2012 IMC. c. ALL REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE � BUTTERFLY VALVE 2ND NO. IS DUCT DEPTH. . �\ b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. SECTION THRU ROUND DUCT b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH AFLAME-SPREAD INDEX NOT TEST& BALANCE CONTRACTOR. PRESSURE REDUCING VALVE c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 50, PER THE 2012 IMC. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE ARCHITECT. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. PLANS. m SECTION THRU SUPPLY AIR DUCT /ONAt_ 2-WAY CONTROL VALVE c. RECTANGULAR SUPPLY, RETURN &TRANSFER DUCTWORK SHALL BE INTERNALLY LINED SECTION THRU RETURN/EXHAUST AIR DUCT 6. AS-BUILTS: WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSES SPECIFIED BELOW. 24. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH ALL 3-WAY CONTROL VALVE d. CONCEALED ROUND, CONCEALED OVAL&OUTDOOR AIR DUCTS SHALL BE EXTERNALLY PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS. ROUND DUCT TURN DOWN CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNAL VAPOR BARRIER. 4-WAY CONTROL VALVE ACCEPTANCE AND PAYMENT. REQUIRED R-VALUES ARE SPECIFIED BELOW. 25. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS SUPPLY DUCT TURN DOWN e. ALL SUPPLY, RETURN &TRANSFER DUCTWORK LOCATED WITHIN THE BUILDING IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH DIFFERENTIAL BYPASS VALVE 7. GUARANTEE: ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-4 (1" LINER) UNLESS SPECIFIED MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST RETURN/EXHAUST DUCT TURN DOWN a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON OTHERWISE ON THE PLANS. BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. STRAINER ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE CF SUPPLY REGISTER/DIFFUSER/LOUVER f. ALL SUPPLY DUCTWORK LOCATED IN ATTICS OR OTHER UNCONDITIONED SPACES NECK SIZE � YEAR AFTER COMPLETION. SHALL BE INSULATED TO A MINIMUM OF R-8 (2" LINER). ALL OTHER DUCTS IN 26. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, NATURAL GAS PRESSURE REGULATOR CFA UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-6 (1-1/2" LINER). OPERATION & MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY FOR SERVICE WWW��"� NECK-SIZE\-/ RETURN REGISTER/DIFFUSER/LOUVER 8. SUBMITTALS: ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 WITH A VAPOR CLEARANCES. AIR VENT CFM-O.A. a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE g BARRIER. NECK SIZES OUTSIDE AIR REGISTER/DIFFUSER/LOUVER SUBMITTED TO THE ARCHITECT FOR REVIEW (ELECTRONIC OR SIX COPIES OF EACH). 27. FILTERS: PRESSURE -TEMP. TAP CF EXHAUST REGISTER/DIFFUSER/LOUVER Q Lo NECK SIZE '^ 15. PIPING INSULATION: a. SHALL BE UL RATED AND APPROVED. `1J 9. COORDINATION: a. ALL HYDRONIC PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS b. PRESSURE DROPS SHALL NOT EXCEED .10"STATIC PRESSURE. PRESSURE GAUGE ��CFM DOOR UNDERCUT lr--M�y� a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. PER SECTION 1204 OF THE 2012 IMC. W b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE THERMOMETER b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH AFLAME-SPREAD INDEX NOT 28. ELECTRICAL CONNECTIONS: ® � (A)SECTION CUT LINE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 450, PER THE 2012 IMC. a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL °� B (B) SHEET SHOWN ON > O 10. CUTTING AND PATCHING: INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL c. ALL HYDRONIC PIPING SHALL BE INSULATED TO A MINIMUM OF R-3. TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING)SHALL d. ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE "k" COPPER AND CONTRACTOR. j ry BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION. b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. ® O INDICATED ON THE DRAWINGS. C. X-RAY SLABS PRIOR TO CORING. 16. TEMPERATURE CONTROL DEVICES: c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE J 11. CLEANUP: a. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7-DAY PROGRAMMABLE AUTOMATIC CONTRACT DOCUMENTS. O SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS)AS SHOWN ON THE PLANS. d. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES AND PROVIDING VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO 55°F OR UP TO 85°F. OPERATIONAL. AND LEAVE THE PREMISES CLEAN AND ORDERLY. b. CONTROLS SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN e. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. J SEQUENCE AND SHALL BE ADJUSTED TO PROVIDE A DEADBAND OF AT LEAST 5°F f. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY J 12. DUCTWORK: BETWEEN HEATING AND COOLING. MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2012 IMC C. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F, ADJUSTABLE SETPOINT STOPS > AND SMACNA STANDARDS. AND SHALL BE MOUNTED AT 54"ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S 29. TEMPORARY HEATING DURING CONSTRUCTION: b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. WIT LIGHT H. a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING. G SWITCH. DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS. b. GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. � J CN SEQUENCE OF OPERATION. SNOWMELT C) THE SNOWMELT SYSTEM SHALL BE CONTROLLED ACCORDING TO AN OUTDOOR TEMPERATURE BOILERS SENSOR AND A SLAB SNOW/ICE SENSOR. WHEN THE OUTDOOR TEMPERATURE IS BELOW 35°F, THE SNOWMELT SYSTEM SHALL BE ENABLED AND SNOWMELT PUMPS P-6 AND P-7 SHALL CYCLE TO THE BOILERS AND THEIR ASSOCIATED PUMPS SHALL STAGE AND ROTATE TO SERVE THE HEATING MAINTAIN A SLAB TEMPERATURE OF 28°F. IF THE SYSTEM IS ENABLED AND MOISTURE IS SENSED ON SYSTEM, THE SNOWMELT SYSTEM, AND DOMESTIC HOT WATER. UPON A CALL FOR HEATING AND THE SLAB, THE SNOWMELT PUMP SHALL CYCLE TO MAINTAIN A SLAB TEMPERATURE OF 38°F. AEC PROJECT #: 13021.00 SNOWMELTING THE BOILERS SHALL FIRE BASED UPON AN OUTDOOR RESET SCHEDULE WITH A MAXIMUM TEMPERATURE AT THE SUPPLY WATER TEMPERATURE SENSOR OF 180°F. UPON A CALL GARAGE EXHAUST FAN DATE: ISSUE: FOR DOMESTIC WATER HEATING, THE BOILER PRIMARY SNOWMELT PUMP P-6 SHALL STOP,THE DOMESTIC PUMP P-3 SHALL START, AND THE BOILERS SHALL PROVIDE 180°F SUPPLY WATER TO THE THE GARAGE EXHAUST FAN SHALL BE INTERLOCKED WITH A CO SENSOR AND SHALL RUN WHEN CO 05-24-13 PERMIT HOT WATER GENERATOR. CONCENTRATION EXCEEDS 25 PPM. PROVIDE WALL SWITCH OVERRIDE. SWITCH SHALL NOT BE CAPABLE OF OVERRIDING CALL TO EXHAUST FAN BY CO SENSOR. BASEBOARD BATH EXHAUST FANS UPON A CALL FOR HEAT FROM WALL MOUNTED THERMOSTAT,THE ASSOCIATED 2-WAY VALVE SHALL OPEN UNTIL CALL IS SATISFIED. THE BATH EXHAUST FANS SHALL BE CONTROLLED BY A WALL MOUNTED SWITCH. HOT WATER GENERATORS RADIANT HEATING: Drawn By: Checked By: ALL RADIANT ZONES SHALL BE CONTROLLED BY WALL MOUNTED TEMPERATURE SENSORS. ON A DGD TOC THE HOT WATER GENERATORS SHALL BE CONTROLLED ACCORDING TO AN AQUASTAT. WHEN THE CALL FOR HEAT, THE ASSOCIATED RADIANT ZONE VALVE(S) SHALL OPEN AND THE VARIABLE SPEED TANK TEMPERATURE DROPS BELOW 120°F, SNOWMELT PUMP P-6 SHALL STOP AND P-3 SHALL START. RADIANT PUMP SHALL START AND VARY ITS SPEED TO MAINTAIN PROPORTIONAL PRESSURE THE BOILERS SHALL RAMP UP TO PROVIDE 180°F SUPPLY WATER TEMPERATURE UNTIL THE TANK BETWEEN THE SUPPLY& RETURN MAINS UNTIL THE SETPOINT IS MET. MECHANICAL TEMPERATURE RETURNS TO 140°F. LEGEND SPEC'S & SEQUENCE m 1 400 1 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N C9 HUMIDIFIER SCHEDULE OR EQUIVALENT BOILER SCHEDULE OR EQUIVALENT 00 ELECTRICAL DATA �' UNIT MANUFACTURER& CAPACITY DIMENSIONS OPER. CAPACITY(MBH)@ GAS PRESSURE GAS RELIEF ELECTRICAL STACK OPER. DIMENSIONS C Cu SERVICE LOCATION REMARKS UNIT MANUFACTURER& 8000'ASL IN WC FLOW MAX PD EWT LWT DATA L TAG MODEL NO. (LBS/HR) KW V/Hz/PH (WxLxH) WT.(LBS) SERVICE LOCATION ( ) VALUE PRESS DIA. WT. REMARKS (� U � O N TAG MODEL NO. (GPM) (FT) (°F) (°F) }+ Ln NORTEC IN OUT MIN MAX (BTU/CF) (PSI) V/PH /Hz (IN) (LBS) L(IN) H(IN) W(IN) O U o0 H-1 WEST UNIT MECHANICAL ROOM 2-10 3.8 230/60/1 11.4 x6.9 x21.4 21 1,2,3,4,5 �N '� 00 RH2 DUCT TRIANGLE TUBE HEATING MECHANICAL B-1 SOLO 250 SYSTEM ROOM 245.0 194.3 5 13 770 12.0 2.0 30 120 140 120/1/60 4 142 19.8 35.5 15.6 1,3,4,5,6,7 O 1 -HIGH LIMIT SENSOR,2-AIR PROVING SWITCH,3-INSTALL HUMIDISTAT BEHIND RETURN GRILLE,4-MODULATING CONTROL,5-OUTDOOR RESET CONTROL TRIANGLE TUBE HEATING MECHANICAL O O Q O B-2 SOLO 250 SYSTEM ROOM 245.0 194.3 5 13 770 12.0 2.0 30 120 140 120/1/60 4 142 19.8 35.5 15.6 1,3,4,5,6,7 U Q p� SUPPLY FAN SCHEDULE OR EQUIVALENT 1 -OUTDOOR RESET,2-50% P.G.,3-30% P.G.,4-FLOW SWITCH,5-LOW LIMIT CUTOUT,6-E.P.O.SWITCH,7-POLYPROPYLENE VENTING N x .� � LL SUPPLY FAN ELECTRICAL DATA NOISE DIMENSIONS OPER C . (L5 UNIT MANUFACTURER& SERVICE LOCATION TYPE LEVEL WT. REMARKS HOT WATER GENERATOR SCHEDULE EXISTING OR EQUIVALENT U TAG MODEL NO. TOTAL ESP � J U �O > CFM (IN) RPM WATT V/PH/HZ (BONES) L(IN) H(IN) W(IN) (LBS) STORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM.WATER TEMP. GPH @ DIMENSIONS .� � Q N LO Cq U UNIT MANUFACTURER& OPER. � C-6 00 N PANASONIC HUMIDIFICATION MECHANICAL INLINE/CEILING SERVICE LOCATION CAPACITY OUTPUT BOILER DROP 100°F AT REMARKS � I- SF-1 FV-40NLF1 SYSTEM ROOM MOUNTED FAN 400 0.4 1110 11-May 120/1 /60 2.1 16.5 11 13.375 26 TAG MODEL NO. (GAL.) (MBH) GPM (FT) IN (°F) OUT(°F) IN (°F) OUT(°F) (S L ) DIA(IN) H(IN) WT. (LBS) U C0 00 C . HTP WATER MECHANICAL RECONNECT EXISTING PIPES PER W W ~ (E)WH SSU-60 HEATING ROOM 60 174 10.0 8.5 180 145 40 140 246 23.25 52.5 610 PIPING DIAGRAM ON M1.2 _ 0 J = O (I5 w u) rn AIR DEVICE SCHEDULE OR EQUIVALENT ?: UNIT MANUFACTURER& MOUNTING FRAME MAX PUMP SCHEDULE OR EQUIVALENT V 0 U c) Cz USE STYLE FINISH SOUND REMARKS M tI-_ O TAG MODEL NO. LOCATION TYPE TOTAL ELECTRICAL DATA -,t Q LVL (NC) UNIT MANUFACTURER& SERVICE LOCATION TYPE GPM HEAD REMARKS - U 0 N TITUS 0' TAG MODEL NO. N C: M A CT PP-0 SUPPLY FLOOR/WALL BAR GRILLE DEFLECTION LINEAR COARCH W/ ARCH D W/ 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS,SIZES,AND SPECIFIED CFMS. (FT) V/PH /Hz HP\W Q 00 GRUDFOS TITUS 0° DEFLECTION LINEAR COORD.W/ COORD.W/ P-1 B-1 MECH ROOM INLINE 12.0 5.0 115/1 /60 1/25 1, SPEED 3 X B T11 RETURN WALL BAR GRILLE ARCH ARCH 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS,SIZES,AND SPECIFIED CFMS. UP 15-58 O m P-2 GRUNDFOS B-2 MECH ROOM INLINE 12.0 5.0 1115/11 /60 1/25 1, SPEED 3 0 UP 15-58 EXHAUST FAN SCHEDULE OR EQUIVALENT P-3 GRUNDFOS WATER HEATERS MECH ROOM INLINE 40.0 11.0 115/11 /60 1/6 1, SPEED 2 UPS 50-60 ELECTRICAL DATA NOISE GRUNDFOS 180 W LSO R ) HO/ UNIT MANUFACTURER& SERVICE LOCATION TYPE TOTAL FAN ESP IN LEVEL OPER. REMARKS P-4 BASEBOARDS MECH ROOM INLINE 14.5 10.0 230/1 /60 1, 3 TAG MODEL NO. CFM RPM ( POWER V/PH/Hz (BONES) WT.(LBS) MAGNA 32-60 (MAX) OHO O H ,�� '� P-5 GRUNDFOS RADIANT MECH ROOM INLINE 8.3 6.0 115/11 /60 45W 1, 3 U - 0 FV-08VK3 EF-9 PANASONIC BATH EXHAUST SEE PLANS CEILING 80 1,130 0.25 11 W 120/11 /60 + GRUNDFOS HX-1 (BOILER PANASONIC GARAGE INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH CO SENSOR AND WALL P_6 MECH ROOM INLINE 10.4 3.5 115/1 /60 1/25 1 rte , EF-6 FV 30VQ3 EXHAUST GARAGE CEILING 257 990 0.25 62W 120/11 /60 2.0 18.3 SWITCH UP 15-42 SIDE) GRUNDFOS HX-1 (SNOWMELT /©NA� P 7 UPS 32-160 SIDE) MECH ROOM INLINE 23.0 30.0 115/11 /60 3/4 2 1-30% PROPYLENE GLYCOL, 2 -50% PROPYLENE GLYCOL, 3-VARIABLE SPEED RADIANT SCHEDULE OR EQUIVALENT ® W STRAIGHT, UNLINED, STAINLESS STEEL DUCT TUBE MANIFOLD ZONE MANUFACTURER & AREA(SQ BTUH/SQ SURFACE TUBE DIA NUMBER LOOP GPM/ GPM/ PD 4' 2' TAG TAG MODEL NO. SERVICE FT) FT FINISH (IN) SP(CI)G LOOPS LENGTH LOOP MANIFOLD (FT) Remarks AIR PROVING U 10' MIN SWITCH SUPPLY DUCT 1 WIRSBO hePEX EAST MASTER BEDROOM 245 19 CARPET 1/2" 9 2 173 0.5 2.1 30% Propylene Glycol W I STEAM 1 1.5 DISTRIBUTOR 2 WIRSBO hePEX EAST MASTER BATH 60 30 CERAMIC TILE 1/2" 9 1 90 0.4 0.7 30% Propylene Glycol ® M STEAM HOSE, Q w = MAX 5'-0" Q LO 3 WIRSBO hePEX EAST KITCHEN 240 20 WOOD FLOORING 1/2" 9 2 170 0.5 2.0 30% Propylene Glycol g N S = CONDENSATE LINE 4 WIRSBO hePEX EAST LIVING/DINING 250 20 WOOD FLOORING 1/2" 9 2 176 0.6 2.9 30% Propylene Glycol w J M - - - - - - - - - 12" MIN W 2 5 WIRSBO hePEX BEDROOM4 165 19 CARPET 1/2" 9 1 229 0.7 3.4 5.0 30% Propylene Glycol U 0 DUCT HIGH 3" MIN LIMIT SENSOR 7 WIRSBO hePEX BEDROOM 5 125 16 CARPET 1/2" 9 1 176 0.4 1.4 30% Propylene Glycol Z IN DUCT W STEAM DISTRIBUTOR SLOPE DUCT TO ROUTE TO FLOOR DRAIN Fi A DRAIN BELOW S 8 WIRSBO hePEX BATH 5 35 6 CERAMIC TILE 1/2" 9 1 57 0.1 0.0 30% Propylene Glycol THE STEAM FLUID SENSOR INTERLOCKED DISTRIBUTOR J 9 WIRSBO hePEX BEDROOM 6 60 17 CARPET 1/2" 9 1 90 0.2 0.2 30% Propylene Glycol 0 WITH AUDIBLE ALARM 3 0.5 Q J STAINLESS STEEL DRAIN PAN 10 WIRSBO hePEX WEST MASTER BATH 40 30 CERAMIC TILE 1/2" 9 1 63 0.3 0.3 30% Propylene Glycol U) 0 W � 4 11 WIRSBO hePEX GARAGE 620 21 CONCRETE 1/2" 9 4 216 0.7 2.9 4.7 30% Propylene Glycol ELECTRIC STEAM HUMIDIFIER DETAIL W -i NO SCALE � J HYDRONIC BASEBOARD HEATER SCHEDULE EXISTING OR EQUIVALENT (f� _ Q UNIT MANUFACTURER& ELEMENT FINS LENGTH HEATING DATA COVER DATA TAG MODEL NO. SERVICE LOCATION SIZE PER (FT) CAP GPM EAT EWT LWT WPD (FT) MOUNTING HEIGHT WIDTH REMARKS (IN) FOOT (BTU/LF) (°F) (°F) (°F) HEIGHT(IN.AFF ) STERLING BB 1 HEATING SEE PLANS 3/4 50 VARIES 170 1.0 70 180 160 0.05 1.875 9.125 33/8 CLCU75 - *DESIGN CALCULATIONS FOR EXISTING BASEBOARD ARE DONE ASSUMING VALUES FROM THIS SCHEDULE 4 UL LISTED i�FLUE CAP O 36"MIN.ABOVE FLASHING SNOWMELT SCHEDULE OR EQUIVALENT ROOF ROOF ZONE MANUFACTURER & AREA BTUH/ SURFACE TUBE DIA TUBE NUMBER LOOP GPM/ GPM/ TAG MODEL NO. SERVICE (SQ FT) SID FT FINISH (IN) SPACING LOOPS LENGTH LOOP MANIFOLD PD (FT) REMARKS (IN) AEC PROJECT #: 13021.00 ° 1 WIRSBO hePEX DRIVEWAY & WALKWAY 1,710 125 CONCRETE 5/8 9 11 207 1.80 19.9 11.80 50% PROPYLENE GLYCOL CLAMP 2 WIRSBO hePEX WEST WALKWAY (FUTURE) 265 1 125 CONCRETE 5/8 9 2 177 1.54 3.1 7.62 50% PROPYLENE GLYCOL DATE: ISSUE: Z > GENERAL NOTES 05-24-13 PERMIT 1. TERMINATION MUST BE AT LEAST 12" FROM ANY HEAT EXCHANGER SCHEDULE OR EQUIVALENT OPENING THROUGH PRIMARYSIDE SECONDARYSIDE Q WHICH FLUE PRODUCTS UNIT MANUFACTURER& SERVICE LOCATION TOTAL DIMENSIONS REMARKS COULD ENTER THE TAG MODEL NO. MBH EWT(°F) LWT(°F) GPM PD (FT) FLUID EWT(°F) LWT(°F) GPM PD(FT) FLUID (WxHxD) W BUILDING. D 2. MAINTAIN MINIMUM 3' TRIANGLE TUBE = HX 1 SNOWMELT MECHANICAL ROOM 247.0 180 130 10.4 1.6 30% P.G. 105 130 22.1 7.1 50% P.G. 4.9 x 13.2 x5 x BETWEEN TERMINATION TTP4-50 w AND OPENING INTO ANOTHER BUILDING. Drawn By: Checked By: FLUE TERMINATION DETAIL EXPANSION TANK SCHEDULE OR EQUIVALENT DGD TOC UNIT MANUFACTURER& TANK ACCEPT DIMENSIONS CHARGE OPERAT. RELIEF WATER OPER. NO SCALE TAG MODEL NO. SERVICE LOCATION VOLUME VOLUME DIA(IN) H (IN) PRESSURE PRESSURE PRESSURE TEMP (°F) WEIGHT REMARKS MECHANICAL (GAL) (GAL) (PSI) (PSI) (PSI) (LBS) ET-1 FLEXCON HEATING SYSTEM MECHANICAL 15.0 6.0 16 20.8 12 12 30 180 155 - HTX O ROOM SCHEDULES ET-2 FLEXCON SNOWMELT MECHANICAL 15.0 6.0 16 20.8 12 12 30 130 155 - HTX 90 SYSTEM ROOM GLYCOL FEEDER SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & TANK DIMENSIONS FREE FLOW ELECTRICAL DATA OPER. TAG MODEL NO. SERVICE LOCATION VOLUME L (IN) W(IN) H (IN) (GPM) W V/PH/Hz WEIGHT LOCATION (GAL) (LBS) GF-1 AXIOM-MF200 HEATING SYSTEM MECHANICAL 6.6 11.75 11.75 16.00 0.7 50 120/1 /60 65 - ROOM I I I I I I I M I • GF-1 AXIOM-MF200 SNOWMELT MECHANICAL 6.6 11.75 11.75 16.00 0.7 50 120/1 /60 65 - SYSTEM ROOM 2 Of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N (.0 00 -f�-+ O (� O L- N o U oI a) U MANIFOLD SUPPORT MULTITHERM 2-WAY U) (n� 4- O ' BRACKET (TYP.) ZONE CONTROL VALVE N ti END CAP RETURN MAIN INSTALL INLINE PUMP IN HORIZONTAL O 5) O Q O W/VENT OR VERTICAL PIPES AS REQUIRED. U \\ THE MOTOR SHALL NEVER POINT 0 d' q PRESSURE DOWNWARDS. C: �t N X � � � L U RETURN MANIFOLD TEMPERATURE •� PORT(TYP.) SUSPEND PUMP DIRECTLY FROM L '� THE PIPING. ENSURE THE PIPING � _� CAN SUPPORT THE PUMP'S WEIGHT. •� J Q C DRAIN DOWN ISOLATION VALVE- OTHERWISE INSTALL THE PUMP 06 L U 0,5 HOSE BIB PROVIDE FULL PORT ON A MOUNTING BRACKET OR BASE I- �i::: — - - r .1 ACCU SETTER BALL VALVES UP TO 2", PLATE. DO NOT SUPPORT THE PUMP RSo ('o � Co BUTTERFLY VALVES FROM ITS MOTOR. W U W END CAP COMPRESSION \�1/2"0 LOOP RETURN SUPPLY FOR 2%" &ABOVE. N J = O q m W U) m W/VENT FITTING (TYP) PIPING TYP '�` ,� ti SUPPLY MANIFOLD I —Kl�� }' U NO C C) .UOO O DRAIN DOWN STRAINER WITH ZCOMBINATION ISOLATION VALVE & U O _N BLOW DOWN VALVE CIRCUIT SETTER O BALL HOSE BIB 0 Q d 00 VALVE UNION OR FLANGE SPRING LOADED CHECK VALVE- x STANDARD RADIANT MANIFOLD SHALL CONNECTION (TYP.) INSTALL TWELVE PIPE DIAMETERS O COMPRESSION 1/2"0 LOOP INCLUDE ANGLE VALVES ONLY AND BE OF STRAIGHT PIPE UPSTREAM m FITTING (TYP) SUPPLY FITTING (TYP) CONTROLLED BY A SINGLE ZONE VALVE O LOCATED W/MANIFOLD. TELESTAT RADIANT MANIFOLD DETAIL INLINE PUMP INSTALLATION DETAIL NO SCALE NO SCALE o , � P� FS ¢O � O H Co .'a w w NOTE: U) w CHARGE SNOWMELT LOOP TUBING WITH 100 00 D d) PSI AIR TO PREVENT CRUSHING OF TUBE w i I-- WHEN CONCRETE IS POURED. 5/8"0 HePEX TUBING Q p Q ` 5 N ti' z 1- o /ONA�. x < Z Q SNOWMELTED SURFACE C) g U Z O Of a .d KYTEX WIRE TIES TIE • ° d DOWN TO REBAR a ' °, ° •. a °. 3/4" KYTEX TUBING a. m . d, • .. ° e °: ' 1y2, 1%a" SPACED 10" O.C. 2" HIGH DENSITY RIGID INSULATION UNDER DRIVEWAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" STANDARD RIGID INSULATION . . . . . . . . . . . . . . . . . . . . UNDER WALKWAYS AND DECKS. – – =1 =III=III=III=III=III=III=III=III COMPACTED SUB SOIL =III=1 I I=I 11=III=III= 1=III=III III–III–III–III–III–III=1 I I=1 I I=1 I P P III–III–III–III–III–I I –III–III– I I=111=III=1 I I–I 11=I 1 I=1 I I= =111 P VFD �V FD =111=11I—I I I—I I I—III III—III—I I —III=1I I=I II=III=111=III=I I1-111=11 AIR SEPARATOR- 1I I-1111-1I I-1I I-111= I I-1I I-1I I III-1I I-1I I-111-1I I-1I I-1I I-1I I-1I I SPIROVENT VJR 150 OR SIMILAR V CO WIRE MESH PROVIDE ARMIFLEX SLEEVE SNOWMELT TUBING OR REBAR AT EXPANSION JOINT HX THERMOSTATIC � STAIR PATTERN DETAIL P e MIXING VALVE U O 2" NO SCALE I I Z SNOWMELT SYSTEM INSTALLATION DETAIL (SLAB ON GRADE) TO SNOWMELT MANIFOLDS NO SCALE ® j W �/ _ LL ET 1 „ Q O 1 " � 2 %a P U) > (� O eSUPPLY WATER HYDRAULIC SEPARATOR TEMPERATURE WITH MICROBUBBLE - _ 2" MIN. WIRE TIE T O.C. 5/g" HePEX TUBING TIE WRAP TO CONCRETE , SENSOR SPI ROVE NT VDX200 J CONCRETE SEE FIGURE 2 SPACED AT 9" O.C. REINFORCING I OR SIMILAR COVER. OUTDOOR AIR I SENSOR I 2" TOP OF TUBING I I I S > TO BE WITHIN 25% OF SLAB I— — — TEKMAR 665 — — —� DEPTH C. 9" O.C. COMPACTED TO P-6 & P-7 I TO B-1 & B-2 2 ET N BASE GRADE SNOW/ ICE I 1%a' SENSOR AND C) SOCKET I 2" HIGH DENSITY RIGID 2" HIGH DENSITY RIGID PROVIDE ARMIFLEX INSULATION SLEEVES AT O I Via" PIPE TO INSULATION UNDER PARKING EDGE INSULATION ALL EXPANSION JOINTS IN THE CONCRETE — — — FLOOR AND DRIVEWAY. 2"STANDARD PRESSURIZE SNOW MELT TUBING TO 100 PSI DRAIN RIGID INSULATION UNDER AIR TO PREVENT CRUSHING OF TUBE WHEN WALKWAYS AND DECKS. REVERSE RETURN LAYOUT THE CONCRETE IS POURED P P P AEC PROJECT #: 13021.00 DATE: ISSUE: TYPICAL SNOWMELT 05-24-13 PERMIT SNOWMELT TUBING DETAIL CONTROL DETAIL 'Ni NO SCALE NO SCALE Il x Lu Qw = w 1 1 1 1 � co wO� uj W Drawn By: Checked By: MANUAL FILL MANUAL FILL O w DGD TOC O ROUTE TO MECHANICAL B B FLOOR C GF GF DRAIN (TYP.) DETAILS 2 1 HEATING WATER PIPING DIAGRAM NO SCALE M1 . 2 3 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N O 00 M. GENERAL NOTES: SHEET DETAIL NOTES: 0 . 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 1O CONNECT 3/4" HWS/R TO RM-2. �.: U (a O STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE 3 SM p U 00 STRUCTURAL ENGINEER. O2 CONNECT /4 HWS/R TO RM-3. x� 1 N ') 00 3 I Cf) U) 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A: � ~ A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. - O O Q O rn � 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW I I � -0 a) LL _ THE FLOOR DECK. I L - N 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. 6"WALL CAP. INSTALL ON SIDE OF SHED .L Cll (- - -: ROOF. MAINTAIN 3 FT OF CLEARANCE FROM I I I O U > ANY OPERABLE OPENING INTO THE BUILDING / J (N) TRASH N J Q N ON 6 ENCLOSUF � � 06 0o N x 101 � U F_ / I Lu >,ti I W }' Lu 0 _j b C(5 w U) U NO Cz (N) SLED �o = STORAGE UO � :E 07 CID x %4" HWS/R UP I m EF 2 I �00 RE�,S. %4" HWS/R MAINTAIN FIRE RATING AT I '{ CICO V Gr"" "` CEILING PENETRATION I I I I I 620 SF "S/ONAL N STAIR a / 108 / II II I / / I RM I - 3 !N ST 2 U �� I I : / / I 1" HWS/R (D 1%2" SMS/R I ® 00 oil RZ-11 / / I 00 (N HA LL 07 O z w ® a J / — N STORAGE 2 14/ .5 1%4" HWS/R Q / RELOCATE EXISTING O MECHANICAL ROOM 6"O 14/5 (E)WH1 J 4" BOILER FLUE AND 4" CD (WHl ` (TYP. OF 2)COMBUSTION AIR UP C H 1 �a E)WH\ ( 1 � � O / r r - CN 1(E)WH I 1 (E) WEST I I I C AWLSPACE o C) I I r - - - - - - - - - - - - - - - - 10/6 8/6 II II AEC PROJECT #: 13021.00 � RM 1 DATE: ISSUE: \ \ 6"0 05-24-13 PERMIT Drawn By: Checked By: DGD TOC 6"0 BASEMENT MECHANICAL - . . . . . . - PLAN NORTH BASEMENT MECHANICAL PLAN- SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" m2 ,, O 4 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N co 00 GENERAL NOTES: SHEET DETAIL NOTES: .0? 5 C: cn ca r 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 0 CONNECT 3/4" HWS/R TO RM-1. r _ — — r r M _U to O STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE I 1 I O U DO STRUCTURAL ENGINEER. O2 RELOCATE EXISTING EXHAUST FAN AND RECONNECT DUCT TO I I I I (D 00 EXISTING EXHAUST DUCT. I I I I U) 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE I ) O ~ A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. O CONNECT 4"0 DUCT TO EXISTING EXHAUST DUCT. i i I r0 O > O 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW 4 EXISTING EXHAUST FAN AND EXHAUST DUCTWORK TO REMAIN. I I I I U 0 d=07 E THE FLOOR DECK. O I I I I �_ N x O1" CLEARANCE TO COMBUSTIBLES REQUIRED FOR BOILER FLUES. EZ I I I I C -0 v LL 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. I I I I .� C/) — I I I I OV �O•> I I I I C4 N °'6 Q ozS L O N II I W ti I I I I I I I w � J = O Lu jrn r U NO C ° 3 EF I NEW - EAST U •U CIO o i O H BA = MASTER C RZ I � � RZ 1 I I 60 SF I Q 245 SF J NEW - E T t ~ ° MASTER C OSET Q (N) EAST MASTER I • x I o \ (PENNY & PHILLIP ROOMI L T r 2XX m 2XX — Q T RM (N) EAST DRESSING 1�1 A 80-5 2XX I �,00 PFGIS', 12x4 I Q H• v r:1 (N) WEST TRASH IL — — — — — — t- I • ENCLOSURE — — — 9 it . d.. .•. ;iir �� 2 X X r r fl I �oNAL N PANTRY ;rr rr' r — — — — — — — — EXISTING BASEBOARD TO REMAIN irr '°• rrr' r I ri.:' irr x N STAIR I I - %�' xx I I (N) BEDROOM 5 ;fir •;�r r, I (EAST BUNK RM) ee ,. rr I I 2xx I _ ae I (-2xx Idol I _ Jt / I RZ � � I RZ U (N) OWNER 7 O 3 � I CLOSET 3 I 125 SF EF 240 SF — — I I :• 2XX I EXISTING I I I 3 1 I F, / I BASEBOARD I z _ I .... �T (D ' I TO REMAIN E STAIR T -' - - - - - - Ex1�) i =2 BATH i I . — 2 BAT 3 CLOS RZ Z. (E) BEDROOM 3 4 (GARAGE BaRMI I � I V (r 0 — — — — 35F T 2XX I O - - (E) T _ I w J 00 r % 4" DRYER r r I O E EN EXISTING BASEBOARD � EXHAUST UP TO REMAIN `XX EXISTING BASEBOARD 2XX TO REMAIN B 14x6 J ir' • r I�f 0L (E)(E) BEDROOM 2 r� O7N 0(DUCK ROOM) LAUNDRY ii ;rr/ I r 14/3.5 RETURN DN I� CLOS (E) EAST J EXISTING BASEBOARD (UNLINED) I O O DINNING O ir! a rr TO REMAIN (l // O O TD I T 4 U I _ irr , irr � A gp_S CONNECT 4" EXHAUSl�TO INSTALL I J it �� I (\ CONNECT 4" I I 12x4 I DRYER AND ROUTE UP ELECTRIC ( _ rr. : irr HEAT MATT VANI EXHAUST TO I I it ° DRYER HALL • IN THIS AREA I I RZ - %' I = 2XX I 4" BOILER FLUE AND I I 240-R \_L/ C/) 4" COMBUSTION AIR 250 SF 14x6 rr :• r. I— EXISTING BASEBOARD I I ,i�rt r•..:°••r r, I— I I I EDDN I) o D O 2 l i UP & DN (TYP . OF 2)TO REMAIN(N) 14/5 RETURN UU CL (UNLIN IF - < 0 (E) EAST LUD KMA ER 2XX LIVING III .. � � LI 2XX ° BAT 4 e O �•. • I I (N, 2XX 165 SF EXISTING BASEBOARD ATH I I I TO REMAIN = B 6 r 4 rr • I RELOCATE 2 FT OF 2XX x 4 , I BATH EXISTING BASEBOARD r EXISTING BASEBOARD I 80-S I `'XX FROM EXISTING BATH ST I A 12x4 IL " TO REMAIN II/ \I -TALL 2 I L _ _ J J AEC PROJECT #: 13021.00 — ir ' C 2XX T �- r r (N r DATE: ISSUE: r •" / I I LW BUNK RM) T A. 80-S 2XX - I A 12x4 05-24-13 PERMIT x it Q: I EXISTING BASEBOARD TO REMAIN. ' G99Z RELOCATE PORTION OF BASEBOARD O _ T AS NEEDED TO PROVIDE CONTINUOUS 60 SF RELOCATE 5 FT OF • '� I BASEBOARD ON WALL (N) W T EXISTING BASEBOARD r I= DRES II NG x, .• 'i � � TO THIS LOCATION r RELOCATE 3 FT OF XX EXISTING BASEBOARD rr TO THIS LOCATION — r, '• 'r I I I Drawn By: Checked By: r I I�)1 WE 5 Rz DGD TOC 80-5 BATH F 10 \ \ \ I I I 12x4 I D 40 SF wES-rM A S S L_�: O 4"� EF MAIN LEVEL (GRANT'S ROOM) I 1 XX 2 I / I r. \ — — Li I I I I Z MECHANICAL PLAN 4"WALL CAP. TERMINATE A MINIMUM OF 3 FT FROM OPERABLE OPENING (N� TO BUILDING NORTH 1st FLOOR MECHANICAL PIPING PLAN SCALE 1/4" = 1'-0" SCALE: 1/4" = 1'0" M2 . 1 5 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N O 00 GENERAL NOTES: SHEET DETAIL NOTES: 4_0 C: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND O BOILER FLUE TERMINATION AND COMBUSTION AIR INLET MUST BE STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE LOCATED A MINIMUM OF 36"ABOVE THE ROOF PER TOWN OF VAIL O U OO STRUCTURAL ENGINEER. AMENDMENTS TO THE INTERNATIONAL FUEL GAS CODE. BOILER FLUE N •� TERMINATION SHALL BE LOCATED BETWEEN 12"AND 24"ABOVE THE AIR U) U) C:�'lzt 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE INLET AND 12" MINIMUM HORIZONTALLY FROM THE AIR INLET. BOILER 0 ®O A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. VENTS FOR EACH INDIVIDUAL BOILER MUST BE LOCATED A MINIMUM OF 12"APART. U 0 �m 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE FLOOR DECK. O2 EXISTING EXHAUST FAN AND EXHAUST DUCTWORK TO REMAIN. Cv x LL 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. O3 4"0 DRYER VENT FROM BELOW AND TERMINATE AT 4"WALL CAP. L U) MAINTAIN 3 FOOT CLEARANCE FROM ANY OPERABLE OPENING TO THE U O BUILDING. TOTAL ALLOWED LENGTH FOR THE DRYER VENT IS 35' J Q N N UNLESS A DRYER WITH LONG DISTANCE VENT IS INSTALLED. VERIFY 06 :E C'd 00 WITH THE MANUFACTURER PRIOR TO INSTALLATION. •� Q O o0 TOTAL CALCULATED LENGTH: LLJ VERTICAL RUN = 10' w }, LJJ ti HORIZONTAL RUN = 15' U J O = O NUMBER OF 90° ELBOWS = 2 (x 5'/ELBOW= 10') CIO W '-- j TOTAL = 35' L 4O4"0 DRYER VENT FROM BELOW AND TERMINATE AT 4"WALL CAP. I 4"' U N O C MAINTAIN 3 FOOT CLEARANCE FROM ANY OPERABLE OPENING TO THE V C: -0 00 0 BUILDING. TOTAL ALLOWED LENGTH FOR THE DRYER VENT IS 35' I O ` UNLESS A DRYER WITH LONG DISTANCE VENT IS INSTALLED. VERIFY O WITH THE MANUFACTURER PRIOR TO INSTALLATION. I O Q 000 _O TOTAL CALCULATED LENGTH: I t ~ VERTICAL RUN = 12' I Q X HORIZONTAL RUN = 6' I O NUMBER OF 90° ELBOWS = 3 (x 5'/ELBOW= 15') m I O TOTAL = 33' I � I I I,I I IV I I I I O` /ONA�. I I E STAIR I I I I I I I I I z jVf0__ISTING BASE O�R I I REMAIN. I ® w / O 0 — O -0 F1 (D I - U I I I I I ® 00 ,I (E) WEST EXISTING BASEBOARD KITCHEN n I � TO REMAIN. 3XX I.1J 00 0 EXISTING BASEBOARD �� 4" DRYER EXHAUST DN I O TO REMAIN. I 3 I E� PWDR T O o - - TERMINATE BOILER FLUE & I I � ® 2 U J T MANUFACTURER'S INSTRUCTIONS o O 2XX T ., Cn Q (E) WEST / DINING 4" DRYER EXHAUST DN (N) PANTRY EXISTING BASEBOARD TO REMAIN. J MODIFY AS NECESSARY TO ACCOMMODATE NEW DOOR. C) CO ri ___/I Ll AEC PROJECT #: 13021.00 DATE: ISSUE: I 05-24-13 PERMIT (E) WEST LIVING 3XX E DECK Drawn By: Checked By: DGD TOC UPPER LEVEL MECHANICAL PLAN NORTH 2nd FLOOR MECHANICAL PIPING PLAN SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" M2 ,02 6 of 7 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N O 00 4_0 O Cu GENERAL NOTES: m oLcr'4) o 00 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND N 'o U 00 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE Cf) (/) C: 'lzt STRUCTURAL ENGINEER. N O ~ C) O1� > 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE U A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. - . X C: 0):tf N m U 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED cis v LL UNDERGROUND. \ •� U U) 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. \ J Q N CN U SHEET DETAIL NOTES: °uj °° `� � � � � \ W j w � ' O THIS IS A FUTURE ZONE, SHOWN FOR DESIGN PURPOSES. � , _ N J = O > r w U) ` o \I � (1) oc 1 1 U � .UOO O 1 1 1 �` ♦ I o 1 ` ♦ I m I 1710 SF 1 ♦ ``�♦ . . _:. . . oL . . . . 7## win I : v mm 1 / .a NNW 1:S ;l;r II 1 i "S/OVAL 1 1 111 1 VON _ _ v i gel ..... :.: l 11 z II O o � ♦ I ! � o U o� O 0 ` - - - - - - - - 1 SZ I I� ` 2 I 0 oa ` L 1 .� u ♦ I I II L j O Oo 0� I I Q I I W 000000 I I I ® - O o� I Q 0 0 I I O --- I > U o°oo o°o o C — Q .. i I. CN C) O ————— — ——————— — - - I AEC PROJECT #: 13021.00 .. . . DATE: ISSUE: --- ---- 05-24-13 PERMIT O O \O (< 1.0 O 0 p \ 00 0 0 0 Drawn By: 77 T Checked By: 0 0 DGD OC O O p ® O O SITE MECHANICAL PLAN NORTH SITE MECHANICAL PLAN- SCALE 1/8" = F-0" SCALE: 1/4" = 1'0" • 7 of 7 0 COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. C) co N TYPICAL 8'0"CEILING ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS I E. Provide GFI type receptacles at kitchens, bathrooms, U) O Q a (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) U garages, exterior etc. as required by code. � w Q RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS A. General Requirements _� 0 CU Q-I WALL MOUNTED LIGHT FIXTURE 15. SUPPORT AC -ABOVE COUNTER � .L O V � AFF -ABOVE FINISHED FLOOR 1 SCOPE: Furnish all materials and labor required to execute this work A. Support N Aa RECESSED FLUOR.LIGHT FIXTURE AFG ABOVE FINISHED GRADE q pport all electrical equipment independent of accessible ceilings as (n U) � as indicated on drawing and as specified, as necessary to complete the required by NEC. MAIN CIRCUIT BREAKER& AHJ -AUTHORITY HAVING JURISDICTION � Q) � � Aa SURFACE FLUOR.LIGHT FIXTURE contract. Electrical work shall include, but not limited to, these major `+- BRANCH CIRCUIT BREAKERS AL ALUMINUM 1 Q O > O FIXTURE DESIGNATIONS: CU -COPPER items: 16. ELECTRICAL BOXES " Q � MAXIMUM MOUNTING HEIGHT UPPER CASE-FIXTURE TYPE EC -ELECTRICAL CONTRACTOR IS 79", MINIMUM IS 18". ® LOWER CASE-SWITCH DESIGNATION EM -EMERGENCY A. At fire rated wall, space electrical boxes at opposite sides of the wall N E A. Complete wiring system for new lighting and power as shown, � � GC -GENERAL CONTRACTOR no less than 24" horizontal distance. SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP N X O GND -GROUND including new panelboards, new conduits, new wires, new wiring �_,_, N � U 00 SOT �� FLUORESCENT STRIP FIXTURE GFI GROUND FAULT INTERRUPTER devices, new control devices, etc. for a complete lighting and B. When phone, TV&power receptacles are shown on plan next to each other. �_ c -� N U_ MC MECHANICAL CONTRACTOR Locate respective receptacles next to each other on site with no more �L- O a--� TRACK LIGHT AS NOTED OR SCHEDULED NIC NOT IN CONTRACT and power system. i U) NL NIGHT LIGHT than 1"separating cover plates. �_ U 00 (3 WALL WASHER C-5 O NTS NOT TO SCALE a. feeders Installation as required for new and/or ( d' o ( ) 17. METERING J N �Q POLE-MOUNTED FIXTURE PC -PLUMBING CONTRACTOR electrical apparatus as shown on single line diagram and � POST(BOLLARD)FIXTURE REF REFERENCE A. EC shall coordinate whether or not meters require lever bypass with local - °_6 2 06 pp � 00 p UG -UNDERGROUND drawings. r ® STEP LIGHT UNO UNLESS NOTED OTHERWISE utility and provide all meters with a lever bypass when required. .� (6 (D Ca UTP UNSHIELDED TWISTED PAIR b. Complete branch circuit wiring required for the connection of C: U 99 0� ® CEILING OR WALL MOUNTED EXIT LIGHT i W WP -WEATHER PROOF emergency lighting and exit signs to existing emergency stand .a... It V J TV EMERGENCY BATTERY LIGHTS XFMR -TRANSFORMER U W +18" -MOUNTING HEIGHT TO CENTERLINE by power system. B. Cat 6 Wiring Requirements co DUPLEX RECEPTACLE @ 18"UNLESS NOTED OF DEVICE AFF OR AFG w U) m T DOUBLE DUPLEX RECEPTACLE @ 18"UNLESS NOTED 2. Complete provision, installation and connection of lighting fixtures, L D CO FINISHED FLOOR O• FLUSH FLOOR DUPLEX RECEPTACLE FIRE ALARM SYSTEM exit signs and lamps as specified and as shown on drawings. A. The cabling for voice and data must be continuous, home run, non-spliced, =3 (u q,- N SPECIAL OUTLET AS NOTED �FACP FIRE ALARM CONTROL PANEL 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable 4 U N O � ® 3. Fire alarm system will be by electrical contractor. DUPLEX RECEPTACLE HALF-SWITCHED @ 18"UNLESS NOTED ANN FIRE ALARM ANNUNCIATOR PANEL manufacturers include: Berk-Tek, Belden, Lucent or equivalent. V ,�? 00 O 4. Complete connection of HVAC/Plumbing motor(s),water heater(s), 0 "1- Q TYPICAL DEVICE ® POP-UP RECEPTACLE Q FIRE ALARM PULL STATION equipment, etc. furnish by mechanical -refer to both electrical and B. Data cable will be colored blue. Voice cable will be colored white. �= U TELE-POWER POLE ❑4 ALARM HORN OR SPEAKER (D C and mechanical drawing for scope and work and additinal infor- o0 MULTI-OUTLET PLUG STRIP ❑Q� COMBINATION HORN/STROBE OR SPEAKER/STROBE C. The terminations at the station locations must be Category 6, T568B (AT&T) V Q � f- MOUNTING HEIGHTS K JO (Z JUNCTION BOX IN FLOOR,CEILING OR IN WALL 0H THERMAL HEAT DETECTOR mation. modular RJ-45, 8 pin, 8 conductor, Hubbell, Leviton, or lucent or equivalent 00 M V COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL •I SMOKE/IONIZATION DETECTOR jacks, match faceplates to power, color coded for voice and data, match to Q X 5. Provide grounding and bonding Facilities. O I- B TELEVISION OUTLET 9 P PHOTOELECTRIC SMOKE DETECTOR cable. Outlets will be securely held in place. m NOT S: SCALE TELEPHONE BACKBOARD 0 H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR 6. Complete all electrical demolition as required. 0 NOTES: CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING C]3 �R DUCT DETECTOR D. Wall mounted patch panels will be provided. � 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX CIRCUIT HOMERUN ( SPRINKLER SYSTEM FLOW SWITCH 7. Core drilling and patching of existing building structure required for UNLESS NOTED OTHERWISE. E. All cables will be labeled with self-laminating labels at each cable end, at each 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP - - - CONDUIT RUN BELOW FLOOR OR GRADE M+ SPRINKLER SYSTEM TAMPER SWITCH electrical work. Core drilling shall follow Building Standard procedures patch panel location, and each wall/floor faceplate that has wiring installed. OF DOOR TRIM AND CEILING LINE. J CONDUIT STUB-UP-CAP&MARK ED.\ STROBE and contractor shall have written approvals from building owner prior Coordinate numbering scheme with owner. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS $ LIGHT SWITCH AT 46"UNLESS NOTED @ SMOKE/FIRE DAMPER CONNECTION to start of any work. Q' 0, H GI.81(` AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN SUBSCRIPTS: l� REMOTE INDICATOR LIGHT F. Provide plenum rated cable when required by article NEC 300-22. �' 2=2-POLE SWITCH 8. Test of entire system and work. O OVER THOSE SHOWN ABOVE. 3=3-WAY SWITCH SECURITY SYSTEM 4. FOR CEILING HEIGHTS HIGHER THAN 72", INSTALL FIRE ALARM 4=4-WAY SWITCH G. All cable above the ceiling must be tied and properly supported with M=MOTION-OPERATED SWITCH 9. Operating, Maintenance and identification instructions manuals, if 4 NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF Dc CONTACT DOOR SWITCH IN JAMB OR HINGE independent hangers. Cable"draped" across ceiling tiles is unacceptable. In fi K=KEY-OPERATED SWITCH any. � OTHERWISE INSTALL AT 6" BELOW CEILING. TO=THERMAL OVERLOAD SWITCH � INTRUSION MOTION DETECTOR AS SPECIFIED,CORRIDOR/ROOM the case of"hard"drywall ceilings, adequate support shall be accomplished d) ez 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES P=SWITCH WITH PILOT LIGHT C OR R 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- where reasonably possible. ❑D DIMMER SWITCH W/WATTAGE ❑K KEY-OPERATED ACCESS SWITCH tions, examinations and fees or charges necessary for execution and `�S/ANAL 0 PUSHBUTTON CONTROL STATION SURVEILLANCE CAMERA completion of electrical work. H. Route cables so as not to exceed 90 meters in length. Bidder will identify any PC PHOTOELECTRIC CELL cable runs exceeding 90 meters and provide solution to meet the 90 meter ITS TIME SWITCH DISTRIBUTION EQUIPMENT SYMBOLS 11. REGULATIONS AND CODES: requirement. QT THERMOSTAT AT 60"UNLESS NOTED DISCONNECT SWITCH A. Applicable codes: National Electric Code (2011) I. All wiring shall be protected from moving mechanical or physical contacts. DIVISION 15 EQUIPMENT FUSES prevailing Cabling shall be free from tension at both ends, as well as through out the O Conform to the revailin edition and amendments thereto of the FOOD SERVICE EQUIPMENT CIRCUIT BREAKER Town of Vail Electrical Code, pertinent NFPA publications length of the run. Splices and bridge taps with cabling are strictly prohibited. CURRENT TRANSFORMER and to the requirements of Federal, State or other City agencies Wiring s to be run in cable tray and conduit where specified. COMMUNICATION SYSTEM VV�/U g Y P TRANSFORMER having jurisdiction. ® ®i SPEAKER IN CEILING OR WALL MM3 METER 12. SHOP DRAWINGS AND SUBMITTAL: J. All connections of twisted wiring shall be made in such a way as to minimize �V I VOLUME CONTROL AT 60"UNLESS NOTED the extent in which each twisted air is unraveled at the point of its physical ® MAGNETIC MOTOR STARTER P p p Y Q O MM MICROPHONE OUTLET IN FLOOR BOX OR WALL A. Contractor shall submit shop drawings for engineer review and approval. termination. No more than .5 inches of exposed untwisted airs shall be � ❑� DISCONNECT SWITCH p p C CALL-IN SWITCH =--b ' present at these locations. � PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED B. Shop drawing submittal shall include: © PROGRAM BELL SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD Q INTERCOM 1. Lighting fixtures. K. Cable bends shall be no less than eight times the cable diameter or 1.00". CIO ❑T TRANSFORMER CLOCK 2. Panelboard(s). Cables are to be kept a minimum of 6"from power lines, electric motors, Q ' ^ GROUND fluorescent fixtures or heat generating devices. V' Q AMPLIFIER © CIRCUIT BREAKER 13. CONDUIT AND WIRE: (D QM MOTOR OUTLET A. CONDUCTOR SIZES AND TYPES: For sizes#1/0 AWG and larger, use L. All cable hangers shall be no more than 48"apart. Contractor shall be V_ ATS 1 AUTOMATIC TRANSFER SWITCH coppper THW or aluminum XHHW. For sizes#1 AWG and smaller, use only familiar and install in accordance with all applicable codes and standards, W copper wire with 600V insulation, types TW, THHN, or THW-stranded in including NEC, EIA/TIA 568,569 and 606, and federal, state and local codes. sizes#8 and larger, solid in sizes#10 and smaller. Control wiring shall be#14, Care must be taken to ensure cables are not kinked, bent beyond limit, U 0 stranded. Use type THHN for wires entering or passing through fluorescent overloaded, over-cinched, crushed, improperly untwisted, etc. lighting fixtures. All motors shall be wired with copper conductors only. w Q B. MC cable permitted per local codes. Run hard pipe from panel to local M. No exposed wiring will be accepted unless approved in writing by the 1. WALL ASSEMBLY -THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY engineer. Cabling shall be in the wall, above the ceiling or where exposed, SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL junction box, and run MC cable from junction box to device. enclosed within cable trays, raceways or conduit, as specified. 1 A U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND 14. ELECTRICAL DEVICES Q 3 SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. Convenience receptacles will be 20 amp, commercial grade N. All cabling shall be bundled and properly secured and terminated. 0 A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED decora style. Finish per owner or architect. All dwelling unit O. The warranty set forth for this system shall consist of a full three(3)years ASSEMBLIES 51 BY 102 OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. receptacles to be tamper-resistant per NEC 406.11. 0 ( from the date of project completion. The contractor warrants the system to be MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES B. Light switches will be 20 amp, commercial grade, free of defects of workmanship or products and will inspect and repair the ' ` AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM)WIDE BY 1-3/8 IN. (35 MM) DEEP decora style. Finish per owner or architect. system during this warranty period at no additional cost to the owner. The v CHANNELS SPACED MAX 24 IN. (610 MM)OC. warranty period shall begin at the point of system acceptance or beneficial C. Dimming switches will be a minimum of 600W or as noted. .� B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM)THICK,4 FT. (122 CM)WIDE WITH SQUARE g use, whichever comes later. OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER Provide decora style,finish per owner or architect. TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES D. All mounting heights will conform to ADA guidelines. Typical receptacle DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). heights will be +18"AFF and switch heights will be+46"AFF unless noted otherwise. 2. THROUGH PENETRANT -ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT)TO MAX 2 IN. (51 O MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: 1 B A. CONDUIT- NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM AN (OR SMALLER)STEEL ELECTRICAL METALLIC TUBING 9� O 3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32,48 AND 64 MM)THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, CO RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING AEC PROJECT#: 13021.00 Max Pipe or Conduit F Rating T Rating OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,AS SHOWN IN THE FOLLOWING TABLE. QUANTITIES PER FLOOR PLANS DiaM in. (mm) Hr Hr THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE ROUTE WIRE AT CEILING PARALLEL OR 1 (25) 1 or 2 0+, 1 or 2 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, PERPENDICULAR TO STRUCTURE. SECURE DATE: ISSUE: 1 (25) 3 or 4 3 or 4 AS TABULATED TO THE LEFT. TO STRUCTURE AT 4' INTERVALS OR LESS. 05-24-13 PERMIT 4 (102) 1 or 2 0 3M COMPANY-CP 25WB+ CAULK OR FB-3000 WT SEALANT, 6 (152) 3 or 4 0 *BEARING THE UL CLASSIFICATION MARKING STUB UP TO ABOVE 12 (305) 1 or 2 0 COAX RECEPTACLE IN SINGLE ACCESSIBLE CEILNG GANG BOX @ 18"A.F.F. UNO +80-.AFF PENETRATION THROUGH A FIRE-RATED WALL- 1, 1 1 e (RG6 QUAD SHIELDED CABLE)3/4"C #*,� NOT TO SCALE CONDUIT STUBBED TO ACCESSIBLE STRUCTURED CABLE CEILING, PLENUM RATED WIRE, WHEN DISTRIBUTION PANEL Drawn By: Checked By: REQUIRED, RAN TO BACK BOARD +80"AFF (2#CAT 6) 3/4"C CTL SOH STRUCTURED CABLE PLENUM RATED WIRE 2"C PVC WITH PULLWIRE DISTRIBUTION PANEL WHEN REQUIRED ELECTRICAL GENERAL NOTES ALL SHEETS CATV BURIED 20" BELOW GRADE #6 CU G PEDESTAL P PULLWIRE 4"C LEGEND THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE (1) RJ-11 &(1) RJ-45 OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: MAIN TELE/DATA IN SINGLE GANG • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES;ADD THREE WAYS IF 00 #6 CU G ROOM BOX AT 18"AFF UNO SPECS & FOUND NECESSARY. I I I COLD WATER PIPE • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE TELEPHONE ONE-- TELEPHONE/ DETAILS UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. METALLIC COLDWATER PIPE • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE LINE DIAGRAM- COMPUTER ROUGHIN AS NONE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE CABLE TV ONE LINE DIAGRAM- ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. NO SCALE NO SCALE SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. 1 ,90 1 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. 0 CV C9 V_ SUB 00 PANEL W O CD CV }+ U (z O LC) OUCO MAIN PANEL : _ 0 PROJECT: WILLIAMS ENGINEER: CTL ® 0' � >o PROJECT#: 13021 VOLTAGE: 120/240V, 1 P, 3W U 0 a (3#1 CU, 1 #8 CUG)2"C OR MOUNTING: RECESSED MAINS: 200A MLO D 0 3#1/0 AL, 1 #6 ALG 2"C 0)� N M 0 ( > TYPE: QO RESIDENTIAL AIC: 10K c - � PHASE PHASE cj. � " U) •� DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION U � N > MAIN 06 U 2 06 c0 N PANEL B-1 750 20 1 1 2 1 20 1500 FRIDGE (EAST) . ICU ~ c0 00 B-2 750 20 1 3 4 2 40 4000 OVEN (EAST) C L ®LLj >,d' 100/2 P-1 150 20 1 5 6 4000 w U J 2 CD P-2 150 20 1 7 8 1 20 1500 MICROWAVE (EAST) co W P-3 750 20 1 9 10 1 20 1500 DISHWASHER (EAST) - co a� P-4 180 20 1 11 12 1 20 1500 DISPOSAL (EAST) +-' C) o C: P-5 45 20 1 13 14 1 20 1200 EAST KITCHEN POWER � � cc) a (3#3/0 MCM CU, 1 #6 CUG)3"c OR P-6 150 20 1 15 16 1 20 1200 EAST KITCHEN POWER ._ 0 (3#250 MCM AL, 1 #4 ALG)2 1/2"C P-7 750 20 1 17 18 1 20 1500 FRIDGE (WEST) -r- CU C:Q a� G7 - GF-1 &2 100 20 1 19 20 2 40 4000 OVEN (WEST) Q 0 ~ SF-1 50 20 1 21 22 4000 0 SPACE 0 23 24 1 20 1500 MICROWAVE (WEST) pp REUSE EXISTING METER AND WASHER 1500 20 1 25 26 1 20 1500 DISHWASHER (WEST) 0 INCOMING CONDUCTORS DRYER 2500 30 2 27 28 1 20 1500 DISPOAL (WEST) n- 200/2 2500 j29 30 j 1 20 1200 WEST KITCHEN POWER WASHER 1500 20 1 31 32 1 20 1200 WEST KITCHEN POWER I �pC] R f c ,r61 11 M DRYER 2500 30 2 33 34 1 20 1200 GARAGE DOOR � 2500 35 36 1 20 1200 GARAGE DOOR ©� '�'O �` 111 SUB PANEL 13850 150 2 37 38 2 50 4000 HEAT TRACE PANEL UTILITY 13850 39 40 4000 0 0 �� TRANSFORMER METER AND MAIN DISCONNECT S /ONAI N� PAD MOUNTED LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH 200A, 120/240V, 1 P, 3W CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS, AND GARAGES. CALCULATED POWER FACTOR: 0.98 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS O APPLIANCES 13000 54 9750 41 ELECTRICAL ONE-LINE DIAGRAM LIGHTING & RECEPT. 27500 115 11575 48 NO SCALE MECHANICAL 11225 47 12475 52 I..I..I NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED KITCHEN OVEN & DRYER 36000 150 36000 150 AT ONE-LINE, NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION TOTAL 87725 366 69800 SEE LOAD CALCS (D ACCEPTABLE, SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. I co Lo J U W J o0 U p � Williams Residence W w Q Demand Load Calculations —J W SUB PANEL (Per NEC Article 220 Parts I-III) Q PROJECT: WILLIAMS ENGINEER: CTL 0 Quantity Volt-Amps Demand Total VA PROJECT#: 13021 VOLTAGE: 120/240V, 1 P, 3W p General MOUNTING: RECESSED MAINS: 100A MLO Uj Dwelling unit Square footage 5480 TYPE: QO RESIDENTIAL AIC: 10K U General & Lighting (1 st 3 KVA) 1000 SF X 3 X 100% = 3000 PHASE PHASE j General & Lighting (Remainder) 4480 SF X 3 X 100% = 13440 DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION j J Misc Appliances U Boot Warmer 1 EA X 1200 X 100% = 1200 GARAGE POWER 900 20 1 1 2 1 20 400 GARAGE LIGHT � \ Kitchen LWR LVL POWER 900 20 1 3 4 1 20 400 LOWER LVL HALL LIGHT ° STAIR & ENTRY POWER 900 20 1 5 6 1 20 400 STAIR LIGHTS Small Appliances 2 EA X 1500 X 100% = 3000 W MASTER POWER 900 20 1 7 8 1 20 400 W MASTER/BATH LIGHT Q 0 Refrigerator 2 EA X 1000 X 100% = 2000 W MASTER BATH POWER 900 20 1 9 10 1 20 400 BED/BATH 2 LIGHT Dishwasher 2 EA X 1200 X 100% = 2400 Oven/Range (Re:table220.19) 2 EA X 8000 X 100% = 16000 BED 2 900 20 1 11 12 1 20 400 BED/BATH 3 LIGHT J Disposal 2 EA X 1000 X 100% = 2000 BATH 2 900 20 1 13 14 1 20 400 ENTRY/HALL LIGHT J O Microwave 2 EA X 1200 X 100% = 2400 BED 3 900 20 1 15 16 1 20 400 BED/BATH 4 LIGHT Laundry & Spa Appliances BATH 3 900 1 20 1 17 18 1 20 400 1 BED/BATH 5 LIGHT Clothes Washer 2 EA X 1000 X 100% = 2000 BED 4 900 20 1 19 20 1 20 400 BED/BATH 6 LIGHT Clothes Dryer 2 EA X 5000 X 100% = 10000 BATH 4 900 20 1 21 22 1 20 400 E MASTER LIGHT Towel Warmer 2 EA X 800 X 100% = 1600 BED 5 900 20 1 23 24 1 20 400 KITCHEN LIGHT AEC PROJECT #: 13021.00 Electrical Heating BATH 5 900 20 1 25 26 1 20 400 UPSTAIRS LIGHTING Heat Trace 300 LF X 16 X 100% = 4800 BED 6 900 20 1 27 28 1 20 400 UPSTAIRS LIGHTING DATE: ISSUE: BATH 6 900 20 1 29 30 1 20 400 UPSTAIRS LIGHTING Mechanical Equipment E MASTER POWER 900 20 1 31 32 1 20 500 EXTERIOR LIGHTS 05-24-13 PERMIT Air Conditioning Units 0 EA X 6000 X 100% = 0 E MASTER BATH POWER 900 20 1 33 34 0 SPACE Humidifier 1 EA X 3800 X 100% = 3800 EXTERIOR OUTLETS 900 20 1 35 36 0 SPACE Exhaust Fans 12 EA X 50 X 100% = 600 SPACE 0 37 38 2 20 1900 H-1 Boilers 2 EA X 750 X 100% = 1500 BOOT HEATER 1200 20 1 39 40 1 1900 " Pumps 5 EA X 150 X 100% = 750 0 10 TOTAL 70490 LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH Drawn By: Checked By: CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS, AND GARAGES. CTL SOH First 10KVA 10000 X 100% = 10000 CALCULATED POWER FACTOR: Remainder of load 60490 X 40% = 24196 0.97 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS ELECTRICAL TOTAL 34196 APPLIANCES 0 0 0 0 r LIGHTING & RECEPT. 22700 95 9895 41 ONE–LINE For 240V, 1-Phase, 3 Wire Service 34196 (VA) / 240 = 142 AMPS MECHANICAL 5000 25 5950 29 KITCHEN OVEN & DRYER 0 0 0 0 & PANEL TOTAL 27700 119 15845 70 SCHEDULES SCALE: NONE • 2 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. CD i CO 00 GENERAL NOTES: X. 0 1. COORDINATE ALL RECEPTACLE LOCATIONS WITH OWNERS PRIOR TO Q) M E CONSTRUCTION. ANY EXISTING RECEPTACLES SHALL REMAIN IN PLACE IF > 000 INDICATED BY THE OWNERS. 61 . 00 U) U) X" C: C) 0 0)a Q ® b < r x 0 (D U) MECHANICAL SCHEDULE TAG DESCRIPTION LOAD VOLTAGE PHASE WIRE SIZE(CU) CONNECTION CIRCUIT BREAKER REMARKS (3) -j Q C14 SUB-35 L0 THERMAL C-6 "6 17' 00 PARTIAL I B-1,2 BOILER 75OW 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P (Z C) (-000 PROTECTION LLJ (N) TRASH Ljj THERMAL uj 0 ti EF-1 EXHAUSTFAN 11W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P - - - - - - - - - WP L ENCLOSURE -j Z: CD PROTECTION GFI a) 101 THERMAL M-FT71111 11111111111 111111111111IFFFT'IT11 11111111111111111111 EF-2 EXHAUST FAN 62W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P CU a) C) c) C: -E Lj cc) 0 PROTECTION THERMAL • - — - — - — - — . . . . . . (3) tIE: C:) GF-1,2 GLYCOL FEEDER 50W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P C) a) PROTECTION C: < co H-1 HUMIDIFIER 3.8KW 240 1 (3#12CU, 1#12CUG)3/4"C 30/2 20A2P I (N) SLED 00 STORAGE < x THERMAL P-1,2,6 PUMP 1/25 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P PROTECTION I MAIN-34 GARAGE CL THERMAL DOOR P-3 PUMP 1/6 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P M PROTECTION TO DOOR THERMAL P-4 PUMP 180W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P 0 H PROTECTION THERMAL —EF P-5 PUMP 45W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P M T"O�W . AC PROTECTION GIF THERMAL P-7 PUMP 3/4 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P N) GARAGE I I O'S/ONAL PROTECTION I 103 THERMAL SF-1 SUPPLYFAN 25OW 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P PROTECTION NOTE:VE RP ALL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN. a. E- (N) STAIR J F1 — — Go, . . . . . . ... - - - — AC rl GFI (D SUB-31 r. O I< (N) STORAGE GFI BOOT Q L� J HEATERS J co co SUB-1 w j co F I GFI Jill w Lu J (N) HALL W SUB-3 GFI 0 /�\. 1 GFI -j - — - — - — - F1 (N) STORAGE 2 0 105 > ui 0 COORDINATE LOCATION OF PUMPS WITH I - - --I GFI MECHANICAL CONTRACTOR PRIOR TO j ROUGH-IN. C/) M TO M TO M TO I I GFI a > MAIN 1 2 B I PANEL 0 MAIN-5 MAIN-7 MAIN-9 I 1 GFI SF SUB CN 1 M TO PANEL J TO M TO M TO M TO C) e -P \ -P \ I M M MAIN-21 MAIN-11 MAIN-13 MAIN-15 MAIN-17 GFI —�j SUB-38,40 m TO M TO AEC PROJECT #: 13021.00 e B , /TB \ DATE: ISSUE: MAIN-1 MAIN-3 -24-13 PERMIT El F-— — — — — — — 05 Drawn By: Checked By: CTL SOH LOWER LEVEL POWER & SYSTEMS NORTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOWER LEVEL POWER & PLAN SCALE 1/4" = V-0" SYSTEMS PLAN_ SCALE: 1/4" = 1'0" 2 ,00 3 of 8 —7-0 COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC.::'— I I I i co II I I I I I 00 GENERAL NOTES: I I I I o 1. COORDINATE ALL RECEPTACLE LOCATIONS WITH OWNERS PRIOR TO I I I I o m O CONSTRUCTION. ANY EXISTING RECEPTACLES SHALL REMAIN IN PLACE IF I I I I 0 o0 INDICATED BY THE OWNERS. I I I I C/)O 'v) U) I I I I Or- 0 mo > o � E Nx00 m Q c� ♦ AC - - - - - - - J J VAN > e Q N I EF NEW – EAST 06 2 off Lr) N SUB-33 1 MASTER BA H .� cF5 p CO op m M o � 2XX 0 IF, NEW – E T Co W U) 0-)EAST MASTER MASTER C OSET _ ENNY & PHILLIP ROOM GFI 2XX C6 N 80 O "- o � !E � U0 (N) EAST I O m N DRESSING I i Q - c ~ 2xx SUB-31 i I 0 (N) WEST TRASH _ - - - - - - I I O rrr rrir r r / \FP - t CL ENCLOSURE jirr• : yri N NTRY — iiP..': ii�i - - - - - - - - � 2X r r I N STAIR // rrr Iv (N) BEDROOM 5 0 it "ire it I II I o (EAST BUNK RM` 2XX ee I 2XX 99 x •:' � I SUB-23 O 0 I S�ONA� N� (N) OWNER r %• CLOSET 3 EF rr 2XX I _ SUB-35 - — — rr•:' ' r PARTIAL I • 5% TO TO REMAIN I EXIS E STAIR o� � AS EXISTING 3 BATH 3 GFI CLOS SUB-25 r rr 2XX AC x "r (GARAGE BDRM) GFI- - - - - - - I / I � I r I O - - — — — — — — — — — — — — - it • ., (E) ENTRY HALL 2 CIO I< LO U • .:. HALL 1 � J (E) BEDROOM 2 MAIN-33,35 _ CIO /rrr /rrr MAIN-31 U WP (DUCK ROOM) � LAUNDRY ii''� �• %'''r I � GFI AC CLOS (E) EAST O 2XX GFI 2XX rrr /rrr DINNING ui ;ri.a ;rr I I irr. ;irr L ND irr . irr _ 2XX N LLI J w irr •' it MAIN-27,29 SUB-1 ( ) TO REMAIN Q xr. • irr VANITY 4 AS EXISTING O E HALL 2XX _ x it GFI � L_ _ _ Vo �v) OWNER SUB-11 o ED 4 R00 LOSET 2 FP D LD MA ER (E) EAST n ., 2XX ♦� 2XX L12XXG I J r J_ T0 SUB-1 r, / a S M 1 BAT 4 I \ x I - ".. x AC 2XX V 13 r B A T H Fi Q� SUB-29 ♦it . (E) BATH 2 I Q • r I I I I 2XX (N) WEST I I HALL 2 A CN I GFI x SUB-27 .::,; �♦ (N) BEDROOM r_ O (WEST BUNK RM) I co SUB 2XX x x I -7 A "r /4 0 r I I I AEC PROJECT #: 13021.00 / r (N) W T DRES ZING DATE: ISSUE: i • 2XX I 05-24-13 PERMIT . ri. SUB-35 PARTIAL I (N) WEST ' . MSTR BATH \ I WES -M A STEF� 2 X X W P ' M GFI (GRANT'S ROOM) I SUB-9 AC EF :."X. I 2XX I TO r ,• F . . Drawn By: Checked By: CTL SOH MAIN DISCONNECT MAIN LEVEL (N) SWITCH CLOSET 1 2XX POWER & NORTH SYSTEMS MAIN LEVEL POWER & PLAN SYSTEMS PLAN' SCALE 1/4" = 1'-0" SCALE: 1/4" = 1'0" 2 . 1 4 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. C) N co 00 GENERAL NOTES: SHEET DETAIL NOTES: U) U) r 1. COORDINATE ALL RECEPTACLE LOCATIONS WITH OWNERS PRIOR TO O PROVIDE HEAT TRACE JUNCTION BOXES AT ROOF. PROVIDE HEAT (jS U m O N CONSTRUCTION. ANY EXISTING RECEPTACLES SHALL REMAIN IN PLACE IF TRACE CIRCUIT AND CONTROL PANEL FED FROM THE MAIN PANEL. '�' > CZ O CO INDICATED BY THE OWNERS. COORDINATE ALL J-BOX LOCATIONS IN THE FIELD PRIOR TO ROUGH-IN. - .0 U o0 � U) C� OO 0 � L > o r® � O Q O HEAT U � � _m TRACE (D N X 0 0 O LL _ L U - (3) V N > Q N LO C: L Lu ti w x _120 ED U) VU 0c) C: _ 00 O -~ U 0 a� co f Q xo I I I m F__ - - - - - -i l I CL I I f I I f ,r8 I I E STAIR f I I - - — — — [ O 11 I /ONAL N� \� OO HEAT TRACE F —IF O W (E) WEST \ II - - - - - - - - - - - - - J I KITCHEN _� TO REMAIN \\ I I p UAS EXISTING \\ I I 11 L Lo \ I Q - CIO HO J PWDR CIO W TRACE v 2XX O W Q Z > ui J ui � o — o C/) Q (E) WEST > P DINING U 3XX I W% N PANTS SUB-35 U) E STORAGE I PARTIAL VI \ ( � I < 0 WID =jsWP j CN GFI / GFI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / SUB-35 M — I_�� I I I I I PARTIAL AEC PROJECT #: 13021.00 TO REMAIN AS EXISTING (E) WEST LIVING I I DATE: ISSUE: E DECK 05-24-13 PERMIT / I / / II I I I II / OO Drawn By: Checked By: HEAT CTL SOH TRACE UPPER LEVEL POWER & NORTH SYSTEMS UPPER LEVEL POWER & PLAN SCALE 1/4" = F-0" SYSTEMS PLAN SCALE: 1/4" = 1'0" 2 ,02 5 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O Cfl LUMINAIRE SCHEDULE '% o TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING NO LAMP VOLTS DIMENSIONS REMARKS U) O j }+ -0 A 6"CFL DOWNLIGHT HALO RECESSED 1 32W CFL 120 PROVIDE ADD ALTERNATE PRICING 2700K FOR LED FIXTURE U (6 O LN • % 1 yi/ 00 U 00 A2 6"CFL DOWNLIGHT HALO RECESSED 1 32W CFL 120 PROVIDE ADD ALTERNATE PRICING ii/ / LENSED-WET LOCATION 2700K FOR LED ii/j/ii/// d 'y�//�j / A3 6"CFL DOWNLIGHT HALO RECESSED 1 32W CFL 120 PROVIDE ADD ALTERNATE PRICING i // O C;) O > O LENSED 2700K FOR LED U �i I B KITCHEN CHANDELIER PROGRESS SURFACE 3 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING I I N � X O DIRECT-INDIRECT TO INCLUDE PHILIPS 17W LED ,' I — — J C: N i U C CEILING FAN PROGRESS SUSPENDED 3 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING �^1�1 U) .(� TO INCLUDE PHILIPS 17W LED I I I J < 04 > D BATH SCONCE PROGRESS WALL SURFACE 3 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING I _ 06 V (24 M_ 5 06 00 Q) TO INCLUDE PHILIPS 17W LED •� O 00 (� LIJ / � U E CLOSET FIXTURE WALL SURFACE 1 32W T8 120 PROVIDE ADD ALTERNATE PRICING I I X (N) TRASH w LLI 2 ti 2700K FOR LED , x L ENCLOSURE _ o E2 CLOSET FIXTURE WALL SURFACE 1 17W T8 120 PROVIDE ADD ALTERNATE PRICING 1 O w Z) O 2700K FOR LED / IFFFFFFFFM 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 til I I I I I I I I I I I I I I I I I I I I I I I I U °0� .� o 0 F SURFACE WRAP SURFACE 3 32W T8 120 2700K ^^,,/ —\— / W (B O � H2731CAT1 D U G WALL WASH RECESSED CFL HALO PROVIDE REMODEL HOUSING RECESSED 1 32W CFL 120 PROVIDE ADD ALTERNATE PRICING !E (D C O N AS NECESSARY 2700K TO INCLUDE PHILIPS 17W LED I L Q 00 ~ PROVIDE UV LENS FOR ALL (N) SLED 00 H TRACK FIXTURE HALO LV308 TRACK HEAD SURFACE 1 50W MR16 12v STORAGE X •'. 102 ip J WALL SCONCE PROGRESS SUSPENDED 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING F F p ° TO INCLUDE PHILIPS 17W LED SURFACE SUB-2 K UNDER COUNTER LED STRIP GM LIGHTING LTAB-N---* UNDER CABINET 1.62W/FT 12V COORDINATE ALL LENGTHS IN \ PARTIAL 2700K FIELD / �,00 REGIS, 0 H, AA EXTERIOR WALL SCONCE TBD TBD WALL SURFACE TBD TBD TBD TBD COORD.ALL EXTERIOR FIXTURES WITH VAIL DRB&OWNER NOTE:ALTERNATE EQUIVALENT LIGHTING PACKAGES ACCEPTED WITH ENGINEER'S REVIEW OF SUBMITTAL. Ir THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIRE TENTING TO MAINTAIN FIRE RATINGS FOR ALL RECESSED FIXTURES LOCATED IN FIRE RATED ASSEMBLIES. BACKBOXES FOR NON-IC RATED FIXTURES MUST HAVE 3"CLEARANCE BETWEEN FIXTURE HOUSING AND INSIDE SURFACES OF BACKBOXES. BACK BOXES FOR IC-RATED FIXTURES MAY BE TIGHT TO FIXTURE HOUSING. (N) GARAG ` SIIINA�- 1 - - F F IECC 2009 CALCULATION Incandescent Fixtures High Efficacy Fixtures Fixture Fixture Type Lamp Type Quantity Type Lamp Type Quantity I I I I (--� N STAIR B INCANDESCENT 1 A CFL 18 I I I I A A C INCANDESCENT 2 A2 CFL 14 — D INCANDESCENT 8 A3 CFL 6 H MR16 5 E 4' FLR 2 - I M J INCANDESCENT 4 E2 2' FLR 4 I I co STO 1 F 4 FLR 11 N� . Q U) G CFL 2 J U CO K LED 18 F F SUB-2 co PARTIAL U - 3 0 Incandescent Total: 20 High-Efficacy Total: 75 Percent High-Efficacy: 78.95% (must be minimum of 50%) I S 1 1 1 PAA RTTI AL M 3 A I A A 0 O U Q E2 M N S 10 5 W U - SUB-4 .� ., - � PARTIAL N MECHANIC 0 °• SUB-4 PARTIAL GENERAL NOTES: G \ Q 0 1. SPACES TO REMAIN AS EXISTING ARE INDICATED ON THE PLANS. COORDINATE ALL SPACES THAT SHALL REMAIN AS EXISTING WITH F J CN OWNERS PRIOR TO CONSTRUCTION. ANY FIXTURE SHOWN AS EXISTING I I I i F J O SHALL REMAIN ON THE EXISTING SWITCH AS WELL, UNLESS OTHERWISE SHOWN ON THE PLANS. M 2. ALL FIXTURES SHOWN WITH AN (E)ADJACENT SHALL REMAIN AS El EXISTING. (E) WEST I I CRAWLSPACE 3. PROVIDE ADD ALTERNATE PRICING TO REPLACE ALL EXISTING 120W I I AEC PROJECT #: 13021.00 PAR38 TRACK HEADS WITH NEW 50W MR16 TRACK HEADS, AS SPECIFIED L FOR FIXTURE'H' IN LUMINAIRE SCHEDULE. I I DATE: ISSUE: 4. COORDINATE ALL EXTERIOR FIXTURES WITH VAIL DESIGN REVIEW BOARD AS WELL AS THE OWNER. COORDINATE EXTERIOR FIXTURE LOCATIONS I 05-24-13 PERMIT WITH OWNER PRIOR TO INSTALLATION. SHEET DETAIL NOTES• I Drawn By: Checked By: � 1O PROVIDE PHOTOCELL OR TIMECLOCK TO CONTROL ALL EXTERIOR CTL SOH LIGHTS. LOWER LEVEL LIGHTING NORTH PLAN . . . . . . . . . . . . LOWER LEVEL LIGHTING PLAN- SCALE 1/411 = 1 -0 SCALE: 1/4" = 1'0" 390 6 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. I I I Q0 II I I I I I 00 II I I �o II I I U) oLO I I I I 0 C) I I I I I U I I I I Ca) o � I I I I O mo > o Imam I cm� N x O :tf-r- " CO o > < 04 04 B-22 062 LO RTIAL NEW - EAST o 00 N SUB-22 MASTER BA H .� ct5 CO Cp D PARTIAL 2XX C: U W >,It ?� A2 SUB-22 W LLI � SUB-22 G I A2 I PARTIAL A2 PARTIAL I ., NEW - E T Lu :5 U) 0 (N) EAST MASTEF� MASTER C SET (PENNY & PHILLIP ROOK"� I D 2XX _ U Uo00 O 2XX I CU � o � u� 1 I spy a m SUB-22 I , (N I A3 Y (1) 000 PARTIAL H U Q � D SUB-22 A SUB-22 L 00 PARTIA PARTIAL Q X SUB-22 qq I 0 PARTIAL G A3 O (N) WEST TRASH CL \\ ENCLOSURE , °.° ••` iii'iii � 2 X X iir it iii'• .. :: �iiir'r I % K SUB-24 K r, SUB-24 Q f�EG irrrr..•:. /�%rrr PARTIAL `_ D iir, �i%. (N) PANTRY PARTIALS � � Q 0 V4 C7 H STAIR I % X SUB-18 � � B PARTIAL ° O fi lli,7F ee 1 SUB-24 ee it B C�`SS NCB rr /i I PARTIAL I TONAL AA (N) OWNER r J� 1 CLOSET 3 I SUB-18 A2 p E) ii• 2XX I PARTIA SUB-24 (E) PARTIAL - I rr -. SUB-18 - - .•` TO REMAIN I EXIS ARTY ARTIAL p F PARTIAL - - - - o .•.�� AS EXISTING BATH 3 J� O E A2 D j .;y ; (GARAGE BDRM)3 I 4 4 - - -" SUB-18 I ' r 2XX I A .� HH99" q PARTIAL .' (E) ENTRY fy ir. 2XX HALL 2 � � QQ LO rr •. % I 2XX ,r 0 • • � HALL 1 J it. . . J_ SUB-16 E qq (E) BEDROOM 2 UB-16 P TIAL D O J _ (DUCK XROOM) PARTIAL D LAUNDRY (E) EAST SUB-16 \ O DINNING z > ui D PARTIAL ire. iir' SUB-14 Z irr irr D A PARTIAL w irr irr SUB-16 j ui it rr l TO REMAIN A2 a ;� J D VA NI PARTIAL AS EXISTING 0 UB-10 (E) 2XX O PARTIAL r SUB-14 � C/) -� it PARTIAL \ O r L — SUB-20 it '• r iJ) OWNER PARTIAL U q DR CLOSET 2 A2 A2 LD A C (E) EAST SUB-16 LIVING PARTIAL C-2X` . r ,r I E2 SUB-20 A2 SUB-10 SUB-20 / BAT] �r PARTIAL GENERAL NOTES: I PARTIAL PARTY \ � TO REMAIN A� j AS EXISTING A � A2� I � O 1. SPACES TO REMAIN AS EXISTING ARE INDICATED ON THE PLANS. I O I E2 SUB-10 WEST ] COORDINATE ALL SPACES THAT SHALL REMAIN AS EXISTING WITH I SUB-10 PARTI L ' I ' ? p A I J CN OWNERS PRIOR TO CONSTRUCTION. ANY FIXTURE SHOWN AS EXISTING ]PARTIAL SUB-14 SHALL REMAIN ON THE EXISTING SWITCH AS WELL, UNLESS OTHERWISE ARTIAL SUB-20 O SHOWN ON THE PLANS. (N) BEDROOM f I M 2. ALL FIXTURES SHOWN WITH AN (E)ADJACENT SHALL REMAIN AS - - - - - - - - - - (WEST BUNK RM; PARTIAL A 2XX EXISTING. A A 3. PROVIDE ADD ALTERNATE PRICING TO REPLACE ALL EXISTING 120W D AEC PROJECT #: 13021.00 PAR38 TRACK HEADS WITH NEW 50W MR16 TRACK HEADS, AS SPECIFIED SUB-8 FOR FIXTURE 'H' IN LUMINAIRE SCHEDULE. - I - �l - PARTIAL DRES ZING DATE: ISSUE: 4. COORDINATE ALL EXTERIOR FIXTURES WITH VAIL DESIGN REVIEW BOARD H A2 2XX A T AS WELL AS THE OWNER. COORDINATE EXTERIOR FIXTURE LOCATIONS 05-24-13 PERMIT D WITH OWNER,PRIOR TO INSTALLATION. SUB-8 'rr I PARTIAL A AA V�1V1 A S1'EF� q2 A2 2XX r .. (GRANT'S ROOM) I SUB-8 A2 !i. A3 A3 PARTIAL PARTIAL SHEET DETAIL NOTES: I - - - Q Q ° Q D Drawn By: Checked By: 1O PROVIDE PHOTOCELL OR TIMECLOCK TO CONTROL ALL EXTERIOR CTL SOH LIGHTS. (N) OWNER MAIN LEVEL CLOSET 1 C-2-X--X-) LIGHTING NORTH PLAN MAIN LEVEL LIGHTING PLAN SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" 3 . 1 7 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N (C) 00 ate-+ O N "0N 0 (.)- O ' 00 U) (n C ',I- C) ® 0) OQO U � E N x o O LL C/) — J�-' 0 �o > QNN U — °6 06 00 N I .0 Mpc000 � w �'ti § W � � = off CU Eu : gym I CU I U 'F .0 0°0 o v O °ter a !E a) I II Q x I I I m° I II p i- - - - - - - CL o I I I I I He — r I I I I I +vA�- ElEl I I - - I z IL -1L IF I ® W E WEST \\ TO REMAIN - - - - - - - - - - - - - J j \ I w AS EXISTING KITCHEN 3XX \ I \ TO REMAIN AS EXISTING a I Q — � _ �� Q Lo r K PWDR � j OO 2XX U H 0 v z ui p J ui � 0 — o (E) Q 19 19 V 19 1 K bK o 0 = i C V vVEST > P 1 KING I X N PANTRY H — I I J �+ (E) STORAGE I > GENERAL NOTES. 2i 1. SPACES TO REMAIN AS EXISTING ARE INDICATED ON THE PLANS. COORDINATE ALL SPACES THAT SHALL REMAIN AS EXISTING WITH K -5(E) �� I j CN SO ALLREMAIINONOTHOEEXISTINGOSWITCHASWELE,SUNL SS OT EIRWI1SE // - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O SHOWN ON THE PLANS. I rj� CY) 2. ALL FIXTURES SHOWN WITH AN (E)ADJACENT SHALL REMAIN AS (E EXISTING. DK 3. PROVIDE ADD ALTERNATE PRICING TO REPLACE ALL EXISTING 120W // D AEC PROJECT #: 13021.00 PAR38 TRACK HEADS WITH NEW 50W MR16 TRACK HEADS, MATCH TO FIXTURE 'H' IN LUMINAIRE SCHEDULE. (E) WEST v v(E) _ � I LIVING DATE: ISSUE: LI 4. COORDINATE ALL EXTERIOR FIXTURES WITH VAIL DESIGN REVIEW BOARD K ��E) XX AS WELL AS THE OWNER. COORDINATE EXTERIOR FIXTURE LOCATIONS /J I 05-24-13 PERMIT WITH OWNER PRIOR TO INSTALLATION. // I E DECK I // ) (E) K J� i SHEET DETAIL NOTES: K K K K K K K AA Drawn By: Checked By: CTL SOH OPROVIDE PHOTOCELL OR TIMECLOCK TO CONTROL ALL EXTERIOR LIGHTS. UPPER LEVEL LIGHTING NORTH PLAN UPPER LEVEL LIGHTING PLAN SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" 3 . 2 8 of 8 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N O PLUMBING SPECIFICATIONS: 9• COORDINATION: 14. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY Co a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. MECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THE PLUMBING LEGEND ARE NOT NECESSARILY OUS N ON LEGEND -W b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO BUILDING. � to m 1. GENERAL: p L PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. � (_� (6 O N a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES 15. CLEAN-OUTS SHALL BE INSTALLED AS PER 2012 IPC SECTION 708. °°°°°°°°°°°°°°°°°°°°°°°°°° DOMESTIC COLD WATER PIPE RISER 0C: 0(-) p6 NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL 10. CUTTING AND PATCHING: °° •-..° - DOMESTIC HOT WATER O PIPE DROP N U) WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR 16. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, .....................••..... . - a) C ti • DOMESTIC HOT WATER RECIRC. ., PIPE TAKEOFF (FROM BOTTOM OF MAIN) � � � p � b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO EXISTING)SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. ROOF AND FLOORS. O O) p > O MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE WASTE ABOVE GRADE -C~ PIPE TAKEOFF (FROM TOP OF MAIN) Q ti b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. U p -0 MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT ------------ WASTE BELOW GRADE 3 PIP END CAP d' E c. X-RAY SLABS PRIOR TO CORING. 17. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. � � X WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTALLED AND GREASE WASTE ABOVE GRADE PIPE CONTINUATION C: 0)+J N m U EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED - --Cm s 0 p LL 11. CLEANUP:UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR FOR SPECIOFIC WALL MAINTAINING ITS ON W INDIRECT WASTE PIPE UNION U INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE I°°°°°°° °° ° GREASE WASTE BELOW GRADE - PIPE EXPANSION GUIDE _,_, p L HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING � C0 C6 I _O INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. U O SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS G GAS �� PIPE ANCHOR J Q N 0 U INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 18. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL .- 106 L 2. WORKMANSHIP: -MPG- MEDIUM PRESSURE NATURAL GAS FLEXIBLE PIPE CONNECTION Q O oI m PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE VENT PIPE EXPANSION JOINT U 12. PIPE INSULATION: WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. •� LLJ MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER a. DOMESTIC WATER PIPING INSULATION SHALL HAVE A THERMAL C CONDENSATE DRAIN e POINT OF NEW CONNECTION W U W AND ARCHITECT. - N J = O CONDUCTIVITY LESS THAN OR EQUAL TO 0.27 BTU-IN/HR-FT2-o F. 19. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY CO CLEAN OUT ��I- PLUG VALVE W � b. HOT& COLD WATER SUPPLY PIPING (EXCEPT RUN OUTS 12 FT. OR SHORTER EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS L WCO WALL CLEAN OUT -VI- CHECK VALVE 3. MATERIALS: TO INDIVIDUAL FIXTURES) SHALL BE INSULATED AS FOLLOWS: SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES. IF dt R3 p a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR FCO FLOOR CLEAN OUT BALL VALVE }' U N O C RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY PIPE SIZE (IN.) INSULATION THICKNESS (IN.) INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND, THE COTG CLEAN OUT TO GRADE BALANCING VALVE V C:1/2", 3/4" & 1" 1" CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO Q `_� O 00 o C) Q SPECIFIED. .- O 1 1/4"THROUGH 6" 1 1/2" INSTALLING ANY WORK WHICH MAY BE AFFECTED. (E) EXISTING `, FLOW REGULATOR VALVE c. NO HOT OR COLD WATER PIPING SHALL BE ROUTED IN EXTERIOR WALLS (N) NEW -I\I- BUTTERFLY VALVE E C: H 4. SITE INSPECTION: UNLESS PROPERLY INSULATED. 20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS VTR VENT THROUGH ROOF -�- PRESSURE REDUCING VALVE 00 d. CONDENSATE PIPING SHALL BE INSULATED WITH 3/8" FOAM PLASTIC. INSTALLING THE WORK. UTR UP THROUGH ROOF O BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING e. STORM DRAIN PIPING SHALL BE INSULATED WITH FIBERGLASS INSULATION 00 CONDITIONS & EXACT NATURE OF THE WORK. FROM THE UNDERSIDE OF THE DECK TO THE VERTICAL RISER. 21. VALVES SHALL BE NIBCO, JENKINS, WALWORTH, STOCKHAM OR EQUAL. SERVICE UP UP 2-WAY CONTROL VALVE b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. DN DOWN I0- FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. 3-WAY CONTROL VALVE c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW 13. PIPING: 22. PROVIDE HANGERS AND SUPPORTS MEETING THE REQUIREMENTS SPECIFIED IN THE 4-WAY CONTROL VALVE EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO a. WASTE AND VENT PIPING: 2012 IPC SECTION 308. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. ,�0 R��/S� THOROUGHLY MAKE THE EXAMINATION. i. SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE. DIFFERENTIAL BYPASS VALVE O H, � ii. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC. 23. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING O'O 5. CODES AND PERMITS: iii. VENT PIPING IN RETURN AIR CEILING PLENUMS SHALL BE ABS OR COPPER ROUTINE MAINTENANCE AND SHALL PROVIDE THREE COPIES OF MAINTENANCE AND STRAINER �" a. ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE Y PIPING. OPERATING MANUALS TO THE OWNER/OPERATOR. d) 2012 INTERNATIONAL PLUMBING CODE (IPC), 2012 INTERNATIONAL ENERGY b. WATER PIPING: NATURAL GAS PRESSURE REGULATOR CONSERVATION CODE (IECC)AND ORDINANCES AS INTERPRETED BY THE i. SHALL BE TYPE "L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. 24. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY C� TOWN OF VAIL BUILDING DEPARTMENT. ii. JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER. CONNECTIONS. AIR VENT /ONA�_ , b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. iii. WATER PIPING 1 1/4" & SMALLER CAN ALSO BE WIRSBO AQUAPEX APR, REHAU C. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO RAUPEX OR EQUIVILANT-PROVIDE DEDUCT ALTERNATE PRICING. 25. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO PRESSURE -TEMP. TAP THE ARCHITECT. c. CONDENSATE PIPING SHALL BE TYPE "M" COPPER WITH SOLDER JOINTS. THE GREATEST EXTENT POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" z d. NATURAL GAS PIPING: OFF FLOOR AND 3/4" FROM WALL AND CEILINGS USING OFFSET BRACKETS. PRESSURE GAUGE 6. AS-BUILTS: i. 2"AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS BLACK STEEL PIPE WITH SCREWED MALLEABLE IRON FITTINGS. 26. AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM THERMOMETER WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT ii. PIPING 2 1/2"AND LARGER SHALL BE WELDED. OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. iii. ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAMEL. OF CONTAMINATION. iv. REGULATOR VENTING SHALL BE NO LONGER THAN MANUFACTURER'S U 7. GUARANTEE: RECOMMENDATION, ALUMINUM, VENTED TO THE OUTDOORS, AND A MINIMUM 27. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS SHALL BE a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND OF 3' FROM ANY OPENING INTO BUILDING AND 6' FROM ANY MECHANICAL PROVIDED BY THE PLUMBING CONTRACTOR AND WIRED BY THE ELECTRICAL COUNTERTOP OR FLOOR MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND INTAKE AND 1' FROM ANY ELECTRICAL EQUIPMENT. CONTRACTOR. CONTINUE PER � MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. KEEP AS HIGH AS PLANS e. UNDERGROUND NATURAL GAS PIPING: POSSIBLE ABOVE PTRP Q Lo i. SHALL BE IPS SDR 10 TUBING WHICH MEETS ASTM D2513 MANUFACTURED SEE PLAN FOR 8. SUBMITTALS: BY UPONOR OR IAPMO. CLEANOUT TYP. VENT SIZE a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL w J ii. ANY GAS PIPING ROUTED BENEATH HARD POURED SURFACES SHALL BE m BE SUBMITTED TO THE ARCHITECT FOR REVIEW(ELECTRONIC OR SIX COPIES SLEEVED TO MEET THE REQUIREMENTS OF THE UTLITY COMPANY, XCEL PLUMBING OF EACH). ENERGY. APPLIANCE O VARIES > Z OR EQUIVALENT FLOOR OR CEILING w PLUMBING PUMP SCHEDULE fy UNIT MANUFACTURER& TOTAL ELECTRICAL DATA sl_oPE ® � O TAG MODEL NO. SERVICE LOCATION TYPE GPM HEAD RPM REMARKS (FT) V/PH/Hz HP\W CONTINUE WASTE C J --► PER PLANS � O SP-1 ZOELLER MODEL 49 MECHANICAL ROOM MECHANICAL ROOM SIMPLEX 10 15 3450 115/1/60 1/4 SIZED FOR STANDARD NEUTRALIZED WATER LIFTAND DEWATERING, IFTHE FUTURE SLOPE DEWATERING CONDITIONS WILL DIFFER FROM DESIGN CRITERIA PUMP MAY NEED TO BE REVISED ISLAND VENT DIAGRAM _j PLUMBING FIXTURE CONNECTION SCHEDULE NO SCALE (n _ Q UNIT COLD HOT TAG MANUFACTURER& MODEL NO DESCRIPTION WASTE VENT WATER WATER REMARKS INSIDE WALL LV LAVATORY 1-1/2" 1-1/2" 112" 1/2" - Q OUTSIDE WALL _ 0 SH SHOWER 2" 1-1/2" 3/4" 3/4" N PLUMBING FIXTURE SPECIFICATIONS&HARDWARE 1" PIPE INSULATION J BT SELECTION TO BE BY THE INTERIOR DESIGNER. FIXTURE BATH TUB 2" 1-1/2" 3/4" 3/4" - LOCATE PIPE TO INSIDE WALL C) CWB ALLOWANCE NOT TO EXCEED THE ESTABLISHED CLOTHESWASHER BOX 2" 1-1/2" 3/4" 3/4" - BUDGET. KS KITCHEN SINK 2" 1-1/2" 3/4" 3/4" - O WC WATER CLOSET 3" 2" 1/2" - VERIFY THAT ALL INSULATION FD ZURNZ415B 2"FLOOR DRAIN 2" 1-112" - PROVIDE PROSET TRAP GUARD AROUND PIPING IS EQUALLY AEC PROJECT #: 13021.00 DISTRIBUTED WITHOUT ANY AIR FPHB WOODFORD MODEL 17 FREEZEPROOF HOSE BIBB - - 3/4" GAPS OR UN-INSULATED AREAS. CO ZURN ZN1400 CLEAN OUT VARIES - INSULATION DATE: ISSUE: WCO ZURN Z1441 WALL CLEAN OUT VARIES 05-24-13 PERMIT COTG ZURN Z1400 CLEAN OUT TO GRADE VARIES LOCATE WITHIN 5'OF THE BUILDING PIPE IN OUTSIDE WALL DETAIL GAS SIZING SCHEDULE NO SCALE: JOB NAME: WILLIAM RESIDENCE PROJECT ELEVATION: 8240 A.S.L. JOB NUMBER: 13021 GAS VALUE: 808 BTU/CF Drawn By: Checked By: DATE: 5/22/2013 GAS COMPANY: XCEL GAS DGD TOC PREPARED BY: DAVID DENIO MAX PIPE RUN: 100' L.P. GAS SHUT OFF VALVE TYP• PLUMBING TAG DESCRIPTION BTUH I TABLE CFH SIZE LEGEND B-1 BOILER 245,000 SCHEDULE 40 0.5 PSI-0.5" WC 303.2 1" B-2 BOILER 245,000 SCHEDULE 40 0.5 PSI-0.5" WC 303.2 1" MECHANICAL EQUIPMENT SPECS �T R RANGE* 120,000 SCHEDULE 40 0.5 PSI-0.5" WC 148.5 3/4" LOW PRESSURE 1J L lX. FP-1 E MASTER FIREPLACE 60,000 SCHEDULE 40 0.5 PSI-0.5" WC 74.3 3/4" GAS LINE FP-2 BEDROOM 2 FIREPLACE* 60,000 SCHEDULE 40 0.5 PSI-0.5" WC 74.3 3/4" 6" MIN. DRIP LEG DETAILS FP-3 W MASTER FIREPLACE 60,000 SCHEDULE 40 0.5 PSI-0.5" WC 74.3 3/4" MAIN-TOTAL 790,000 SCHEDULE 40 0.5 PSI-0.5" WC 977.7 2" TYPICAL LOW PRESSURE `ESTIMATED GAS BTU VALUES VERIFYALL GAS APPLIANCE LOADS PRIOR TO GAS LINE INSTALLATION. GAS CONNECTION DETAIL EXISTING PIPING CAN BE REUSED PROVIDING LINE SIZES MATCH PLANS NO SCALE P 1 • 1 of 4 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. o N x (.0 a 00 M. GENERAL NOTES: SHEET DETAIL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND 1O _ yr r L CONNECT 2"W& 1 %2"V TO FD. � ir.: ':•• �- � U (a O � STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE ! r – – – — O O op STRUCTURAL ENGINEER. O CONNECT 1%2" CW& 1%2" HW TO WATER HEATER MAINS, PIPE REVERSE RETURN. I N '� U 00 I I Cf) 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O3 CONNECT 1" G TO B-1. – � O ~ A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. x - – , (0 U) O > o 4O CONNECT 1" G TO B-2. p~j 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE FLOOR DECK. L – – 0)� v LL I I I v U) � ' I I X (N) TRASH U o >Cq . — . — . L - C ENCLOSUF .� Q L N MC) Cp 00' C6 I 2 w >,tit I W _j = o b M w1- jrn •I a"' U N p C (N) SLED � o O STORAGE O +� U :E o0 I ° m I..L O FD � 0 I�E BEST 0 O I � (N) GARAG F_ 3I4 GUP 103 %4'G I rr * art a•. •a. 3/4" GUP N STAIR II II N) STORAGE 1 1"G ( 00 o Jill w N HALL I I 107 O z w ® J / ❑ — N STORAGE 2 i SP / 1 ROUTE TO EXISTING C O O RELOCATE EXISTING (N WASTE PIPING > WATER HEATERS TO I .. -:.• u MECHANICAL ROOM (E)W� FD %_ ROUTE 1 1/2"VENT O 2" G UP \ ::a %4" GUP (E)WH) PIPE TO NEAREST EXISTING VENT PIPE � > 1 / r - ir - � 3/4 G B B CN 1 �) WEST 7-,/ O I I CRAWLSPACE I I i 'S 4 - - - - - - I I 3 " G 1 G 2"G II AEC PROJECT #: 13021.00 I I I I % DATE: ISSUE: � \ � - - - - - � " GUP \ \ 05-24-13 PERMIT Drawn By: Checked By: DGD TOC BASEMENT PLUMBING . . . . . . - - _ - - PLAN NORTH BASEMENT WASTE & VENT PLAN- SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" P2 ,90 2 of 4 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N co 00 GENERAL NOTES: SHEET DETAIL NOTES: - - 4_0 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND O CONNECT 2" CW,2" HW, 1 2"W & 1 2"V TO LV. r - - - - - 1" r U m O STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE O 000 STRUCTURAL ENGINEER. O2 CONNECT)/2" CW, 3"W&2"V TO WC. I I I I N .- U 00 I I I I U) o o 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O3 CONNECT%4" CW,S/4" HW, 2"W& 1 2"V TO SH. I I I I Q 4— > O A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. I Q 4O S/4" HW, 2"W& 1 2"V TO BT. I I I U a) � _07 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE CONNECT%4" CW, I I I I Q E FLOOR DECK. O5 CONNECT%4" CW,S/4" HW, 2"W& 1 2"V TO KS. I I I I 0 x 0 I I I I •� �0 � � U O6 CONNECT2" HW& 1 2"W TO DW. INSTALL INDIRECT WASTE I I I I U (n CONNECTION TO E KITCHEN SINK PER THE MANUFACTURER'S I I I I U O•> INSTALLATION INSTRUCTIONS. I I I I °'6 � 06 0 0 N O7 CONNECT%4" CW, %4" HW, 2"W& 1 2"V TO CWB. O �, m I I I 2 uj >,� O8 CONNECT%4" G TO RANGE. I I I I W W ti � J = o ti O9 CONNECT%4" G TO FP-1. - �- - - - - I I C(5 W j 07 - J � 10 CONNECT S/4" G TO FP-2. I n _ }' U N O C 11 CONNECTS/4" G TO FP-3. c_ LVO MASTER EBATH M � O 12 RECONNECT PLUMBING TO EXISTING PIPING IN THIS AREA. 12 -A 2XX �-' V N it N 0 I C 2 U Q4H �)(D I ° NEW — E T 00 (N) EAST MASTER MASTER C SET x 2XX 0 (PENNY & PHILLIP ROOM) m 2XX - - - - - � 0 I � (N) EAST DRESSING 2XX I P'�0 REGES. 0 �0 _ r',i%:�:%�;r.i.;,:i:,r%'yy'ay i,%i•%+ i•':i'ii.".�i;%iy.i:ir.i ryyiri y r% X 2XX FP�-1 (N) WEST TRASH y% ENCLOSURE O JI I I I I I I -I I I o n z Us"S/©1A1. (N) P A N T R Y N STAIR (N) BEDROOM 5 (EAST BUNK RM) X RANGE 2 O �N�C.r•� .� Oo I O it I o I I DW 6 KS 5 I w i (N) OWNER O o _ y 'Y CLOSET 3 I 7u' JL EXISTINPLUMBING E STAIR EXISTING TO REMAIN •• L _TO E REMAIN (E) BEDROOM 3 CLOS r r, (GARAGE BDRM) I o 2XX o I % 2XX - - - - - — — — — — — — — — — — I W 00 W. y % a•" (E) ENTRY I O HALL 2 %,• r — HALL 1 ry 1 ® O iii'. i%i'' (E) BEDROOM 2 _ iir'• ;%%r' iir' yi I (DUCK ROOM) LAUNDRY cwBO (E) EAST J i% 2XX CLOS 2XX DINNING irr • ":i,r %, e•yrr '�X� i% yr I I 12 (N) F VANITY 4 II L 1 2XX OL CWBO7 — EXISTING GAS METER.VERIFY SIZE AND UPSIZE IF NECESSARY � TO PROVIDE 978 CFH > r r i �•' ' � N OWNER 10 FP- EDR00 4 (CLOSET 2 ° Q BT LD MA ER (E) EAST L12XXG N r 12 • , I I I O BAT 4 %.. I C) (N SH 3 2XX - / • / EXISTING BATH 6 % cy) PLUMBING X TO REMAIN 1 2 1 _ (N) WEST HALL 2 I AEC PROJECT #: 13021.00 • " _ _ _ 2XX (N) BEDROOM 6 DATE: ISSUE: 1 FP-3 (WEST BUNK RM) 05-24-13 PERMIT (N) WEtT DRES ZING ii Drawn By: Checked By: ` (N) WEST MSTR BATH DGD TOC \ WES _M AS ILK 12 2XX rr/ri/ /r/i (GRANT'S ROOM) / 2XX I O 1 Lv MAIN LEVEL PLUMBING PLAN (N) OWNEF NORTH CLOSET 1st FLOOR WASTE & VENT PLAN SCALE 1/4" = 1'-0" 2x�� SCALE: 1/4" = 1'0" P2 ,0 1 3 of 4 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O N co 00 GENERAL NOTES: .F? C: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND M STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE O U 00 STRUCTURAL ENGINEER. N •� U) U) �� 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE 0 O O O A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. Q 0 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE Q �_ 07 E FLOOR DECK. N x -0 U LL � UtO >EZ 06 2 06 Q N N LO p co M oo C6 W w NJ20 m W � jrn 4"' U NO C I M ,I-_ 0 -C � 0 � I U (D < co I co Q x I O m I 0 I � I I I,I I IV I I I I --S/ONAL I I I I I I i E STAIR i � I O O O - U ® C� I EXISTING I— PLUMBING —1 F TO REMAIN I I ® 00 I Q (t) WL51 I xx I _ _ _ _ _ _ _ _ _ _ _ _ — - KITCHEN Q0� V I - U o ry g E PWDR ® O W 27� I `F1 I EXISTING I � J 1 PLUMBING �Q C TO REMAIN I U O n Cn — Q (E) WEST / DINING 0 3xx I (N) PANTRY — — — — (E) STORAGE C) � I � I I 7A AEC PROJECT #: 13021.00 DATE: ISSUE: I � I 05-24-13 PERMIT (E) WEST / LIVING / E DECK Drawn By: �� 77--�� T Checked By: L OC i� UPPER LEVEL PLUMBING PLAN NORTH 2nd FLOOR WASTE & VENT PLAN SCALE 1/4" = F-0" SCALE: 1/4" = 1'0" P2 . 2 4 of 4 0 COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC.