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ADD GARA6� B�LOW REBUILD AT MAIN ?�O GOV�R SHEET o��W�,��w�>�>�� . PENNY WILLIAMS � �„ z�� Z a W Q ri�� w>�W�oz�o�aoao , 3 0 2 M I L L G R�E K G I R G L� L�VEL f�ND P�DD UPP�R �LOOR LEV�L ,4B0�/�. f�LL TO BE WITHIN ,41.0 51T� � L,4NDSG,4PE PLAN RND NOT�S ��"�`�� VAIL GOLORADO "WILLIAMS HOUS� ADDITION � #7 MILL GRE�K GIRGLE VAIL TH� Sf�ME �OOTPRINT P5 TH� �X15TING. OTHER MINOR INT�RIOiz AI.I �NLAR6�D SITE PL�N ff L�NDSG�PE PLAN W��o�°w a�"�'o°z W;W �P��,�rr µa°=°" � GOLORADO" PRODUGED BY: R�NOVATIONS TO BOTI-f DWELLIN6 UNITS. A1.2 �NLAR6�D SITE PL?�N ff Lf�NDSGAPE PLAN ~�a�°W LL w=��¢�Z�� ':'P"'`"'" A2.0 BAS�M�NT/6ARA6E FLOOR PLAN � GEN�RAL NOT�S =��°W�W o o m o�Q Y ��,�b :h,� �.9. �.��a:,,�„z ,4RGI-f I TEGT ��,,W�o Z��W Z Q�>o� ,;,,p.� A,W �aie��,. DAVID D�GKER DESIGNER A2.1 MAIN LEYEL PLf1N �z m�'� ""o W o ¢ :rF� � iu��n � � :, oic~i�oQ�z�w�ap�¢x�� o` SNOWDOi�I AND HOPKINS ARGHITEGTS, PG 514 �RANKLIN STREET PROJEGT L�GAL DESGRIPTION: �� ,-o w u,� D�NV�R f�2.2 UPP�R LE�/�L PLAN a X a�„-a o�a��a w�z=_ 4�n•��,.Wi �h"; , ; y;, PO BOX 3340 , GO 80218 LOT 7, �/AIL �/ILLA6� 15T �ILIN6 ?w�m��a�=w LL��o Q�� .�- �P@ . �/AIL, GO 816�8 DAT�D: 8/30/IQ70 AZ.3 LO�T L�V�L PLAN r`' A2.4 ROO� PL�N T�L: Q�O-4�6-2201 PROJEGT P�DDRE55: A3.0 NORTH ?�ND EAST BUILDING �LEVATIONS � FA�X: q70-476-74q1 302 MILL GR�EK GIRGL�, �/?�IL GOLORRDO �11 �, -_ -�� "REMOD�L ,4ND �DDITION, WILL1,4M5 RESIDENGE, #7 MILL GRE�K A3.1 SOUTH f�ND WEST BUILDIN6 EL�Vf�Tl0�15 v EMAIL: PAM HOPKINS, f�lA - pam�snowdonhopkina.com GIRGL�, V�41L, GOLORP�DO PRODUGED BY: A4.0 BUILDIN6 SEGTIONS ff INT�RIOR �LEVATIONS O � � TOWN OF Vf�IL ZONIN6: A4.1 BUILDIN6 SEGTIONS � INT�RIOR �LE�/ATIONS STRUGTURP�L ENGINEER WILLIAM J. RUO��, Alf� TWO �f�MILY PRIM/�RY SEGONDP�RY RESIDENTII-�L A4.2 BUILDING SEGTION � � �°`e°R`"" � �RGHITEGT 5�E SHEET AI.O �OR ALL GALGUL,4TION5 �5.0 DOOR SGHEDUL� � WINDOW SGH�DUL� "�\ KRM GONSULTANTS, ING. � PO BOX 45�f2 VAIL, GO �6.0 BAS�M�NT/GAR ONE HOUR S�PARf�TION LOG�TION PLP�N � VAIL, GO 81658 DATED: �7/23/I�i�76 PROJEGT R�G�I�/ED TOWN OF VAIL D�SI6N R�VI�W APPROVAL ON A6.1 MAIN LEV�L ONE HOUR SEPP�Rf�TION LOG�TION PLAN � � T�L: �i�10-q4�i-�i3al 03/06/Z013. DRB # DRB120123 A6.2 UPP�R LE�/EL ONE HOUR SEPf�RRTION LOGf�TIDN PLAN Q �AX: a70-G4q-1577 WILLIAMS R�SIDENGE ADDITION, 30z MILL GREEK GIRGLE, LOT �7 A6.3 ROO� ONE HOUR S�PARATION LOGATION PLAN � � ^_��-��eP PROJEGT ISSU�D BUILDIN6 P�RMITS: A6.4 BLD6 SEGTION ON� HOUR S�PARATION LOGf�TION DRW6 � W k�;; �MAIL: KIMBERLY Mc6HEE, P� - krm�krmconsultants.com �/.�/.IST, VAIL, GOLOR�DO" Pf�ODUG�D BY: PERMIT #: B13-OZ42 - W�ST UNIT A6.� BLDG SEGTION ON� HOUR S�Pf�Rf�TION LOGATION DRWG ' �' �, BALDWIN RSSOGIATES ARGHIT�GTS, ING. PERMIT #: B13-OZ43 - Ef�ST UNIT A6.6 BLDG S�GTION ON� HOUR S�PARATION LOGATION DRWG � J M�GH�N I G�4L, ELEGTRI G�L �ND PLUM81 NG �NG I NEERS /��GH I TEGTURE, PLf�NN I N6, D�51 GN W V ARGHIT�GTUR/�L ENGIN�ERING GONSULTANTS, ING. 1000 SOUTH FRONTP�G� R0�4D WEST PROJEGT R��/15ED TO INGLUDE THIRD LEVEL ON E,45T SID� O� STRUGTURAL: � W � 40801 HWY 6 � 24, SUIT� 214 VAIL, GOLORADO 81657 BUILDIN6. R�GEI�/ED TOWN O� V?�IL DESIGN R��/I�W APPROV�tL ON 51 G�NERAL NOTES, SGH�DUL�S AND DETAILS A�/ON, GO 81620 DAT�D: 4/�O/Iq86 5/21/2014. DRB #140131 52 �OUNDP�TION PLf�N Z � � ��Oi� I T I O I � I �OT�� . PHON� (�i70) 748-85Z0 53 MAIN FLOOR �Rf�MING PL,4N W � � O . �AX (�i70) 748-8521 54 UPP�R �LOOR/LOW ROO� �RP�MIN6 PLAN EMAIL: STAN HUMPHRI�S, PE - stan�aec-vail.com WILLIAMS R�MOD�L, �OZ MILL GR��K GIRGLE, VAIL, GOLORADO 55 HIC�H ROO� �RAMIN6 PLAN Q J � I. AT JOB SITE VERI�Y ALL EXISTING GONDITIONS PRODUG�D 8Y: �I �I 56 DETAILS � � B��OR� GOMM�NG I N6 ANY WORK. GONTAGT � SURYEYOR P��L W/�RREN A�RGH I T�GTS G O�� I I ��O��T I O I � 57 DETA I LS � � W GOORDINAT� w/ARGHITEGT AND STRUGTUR,�L EN6INE�R Ef�GLE VA�LL�Y SURV�YING, ING. PO BOX 3370 f�LL WORK WILL B� GOMPLET�D IN ,4GGORDANGE WITH THE LAT�ST 58 DETAILS � W Q REGARDING ANY D15GREP�NG1�5 �ROM THES� PLANS. PO BOX IZ30 \/AIL, GO 816�8 ?�DOPTED EDITIONS O� TH�: � � EDW�RDS, GO 81632 DAT�D: 3/18/Iq88 2012 INT�RNATION,4L BUILDIN6 GODE MEGHP�NIGf�L: O Z. GONTRAGTOR TO �/ERI�Y ALL �XISTIN6 UTILITY T�L: �i70-q4a-1406 2012 INT�RNATIONf�L RESIDENTIAL GOD� MI.O MEGHANIGf�L L�6END, SPEG'S � SEQU�NG� � � LOGATIONS AND GONDITIONS ON TH� JOB SIT� PizIOR 2012 INT�RNATIONAL �IR� GODE MI.I MEGH�NIGf�L SGHEDULES �/� � � � EMAIL: MIGH�AL J. P05T - mikepost�evsurvey.com 2. TH�RE ARE NO EXISTING DR?�WINGS �OR TH� W�ST DWELLING UNIT. M1.2 MEGHANIGAL D�TAILS w� Q TO GOMMENGIN6 f�NY WORK. z012 INT�RNATIONAL PLUMBIN6 GODE O 2012 INT�RNRTIONP�L M�GHANIGAL GODE M2.0 B,45EMENT M�GHANIGAL PLAN � J 3. REVIEW ALL STRUGTURP�L DRAWIN65 �OR P�NY NEW G�4D PRODUGTION (�4RGHITEGTUR,4L� 3. TOP06Rf�PHIG ff SURVEY Df�TA TAKEN �ROM DRAWINC� TITL�D 201Z INT�RNATION�L FU�L 6A5 GOD� M2.1 MP�IN LE�/EL MEGHANIGAL PLAN � J B�AR�N6 WALLS, BEAMS f�ND GOLUMNS AND SHORE SGALE PRODUGTION ARGHIT�GTURE, P.G. IMPROVEMENT LOGATION G�RTIFIGf�TE, TOPO6Rf�PHIG SURV�Y, LOT Z012 INT�RNATIONP�L Et�ER6Y GONSERVATION GOD� M2.2 UPP�tZ LEVEL MEGHANIGAL PL,�N a „ � � ALL EX I STI N6 GOLUMNS, WALLS, B�AMS AND J015T5 TO P.O. BOX 5552 �, BLOGK I, �/f�I L �/I LLAG� F I RST �I L I NG, TOWN OF VP�I L, EAGL� 2012 I NT�RNATI ONf�L PER�ORMANGE GOD� �OR BU I LD I N65 � �AG I L I T1�5 M2.3 SI T� M�GHf�N I GP�L PLAN � � � REMAIN BEFORE PROGE�DING WITH ANY DEMOLITION ��GLE, GO 81631 GOUNTY, GOLORADO" PIZOVIDED BY: 2011 NATIONA�L �LEGTRIG GOD� � J WORK. T�L: �i70-73�i0-3420 IQG� UNI�ORM GODE OF ABATEM�NT O� D,4NGEROUS BUILDINGS �MAIL: JENNI��R BUGK - �db�5calearch.com �AGLE Vf�LLEY SURVEYING, ING. �L�GTRIG�L: J O N � 4. GONTRPrGTOR TO PREPARE, PP�INT, PATGH � REPP�IR 411Ga HI6HWAY 6 �24 60 TO TH� TOWN O� �/AIL WEB5ITE � WWW.�/AILGOV.GOM �OR �I.O �L�GTRIGP�L L�6�ND, SPEGS � DETf�ILS O ALL EXISTIN6 GONSTRUGTION (ING�UDIN6 BUT NOT �AGL� V/�IL, GO P�M�NDM�NTS AND ADOPTIONS TO THE P�BOVE L15T�D GODES EI.I ON�-LINE � PANEL SGH�DULES � � M � LIMITED TO DEMOLITION OF �XISTIN6 �IN15H P.O. BOX 1230 �2.0 LOW�R L�VEL POW�R � SYST�MS PLA�N M!-�TERIALS) TO AGGEPT NEW GONSTRUGTION WHER� �DWARDS, GO. 81632 OGGUPANGY GL�55: �2.1 MAIN LE�/�L POW�R ff SYSTEMS PLAN A�PPLIGABL�. G�O-G4Q-1406 6ROUP R3/310.5 ff U/31Z �2.2 UPP�R LEVEL POW�R � SYSTEMS PLf�N N � � �3.0 LOW�R LEVEL LI6HTIN6 PLAN � - E3.1 MAIN L�VEL LIGHTINC� PL�N � � SURVEY DAT�: �i/ZO/2011 �N � 5. PROTEGT ALL �X15T1N6 GONSTRUGTION TO REMAIN ,45 TYPE O� GONSTRUGTION: E3.2 UPP�R LE�/EL LIGHTIN6 PLP��! � � REQUIRED DURING DEMOLITION f�ND GONSTRUGT101�. JOB #: 2482 TYPE VB/602.5 WITH IHR FIRE 5EP,4Rf�TION P�R R30Z.3 p W PROMPTLY REPAIR P�NY DAM,4GE TO �XISTIN6 PLUMBING: � � GONSTRUGTION TO REMP�IN TO A LEV�L �QUAL Oi� TO Q-� N�W DRAWIN6 BASED ON IN�ORMATION �ROM ABOVE REF�IZENG�D , � p U �X15T1N6 DRAWl�1G, TH� EXI5TIN6 SURVEY AND SOM� �I�LD PI.O PLUMBING L�GEND, SPEG S � SGHEDULES � z EXGE�D �XISTING GONDITION. P2.0 BJ�SEM�NT PLUMBING PLAN MEASUR�M��1T5 BUT NOT �ROM EXTENSIVE REVIEW OF ,45-BUILT P2.1 MAIN LE�/�L PLUMBING PLAN � � GONDITIONS. GONTRP�GTOR TO V�RI�Y PrLL EXISTING Z 6. V�RI�Y /�LL ELEGTRIGAL, PLUMBING f�ND MEGH�NIGAL GONSTRUGTION AND GONDITIONS Ii� TH� �I�LD B��ORE N�W P2.2 UPP�R LEV�L PLUMBING PLP�N � � � IN WALLS TO BE izEMOVED B��OR� DEMOLITION GONSTRUGTION BEGINS f�ND NOTI�Y OWi�ER, P�RGHITEGT AND � p m B�GINS. TIE O�� OR GAP AS R�QUIR�D. STRUGTURAL EN6IN�ER O� ANY DISGREPANGI�S THAT REQUIR� 7. �/ERIFY W/OWN�R P�ND 6�NERAL GO�lTRAGTOR BE�OR� R�WORK O� TH� PROPOSED DRAWIN65. D 15POSAL O� ANY I TEMS THAT GOULD B� SAL�/A6�D FOR (ZEUSE. A O COVER SITE INFORM�4TION: SITE NOT�S: L�GEND LOT 7: .2�i3 AGRES = 12,763.08 5� I. S�� SHE�T f�l.l �ND P�1.2 �OR ADDITION�� IN�ORMATION, (�XISTING NON-GONFORMIN6 SITE) INGLUDIN6 NOTES, TOP f�ND BOTTOM O� W�tLLS P�ND �f�V� NEW PLANTING ❑ NEW EXTERIOR REG�55ED LI6HT5 H�IGHT AT AREA O� ADDITION. � -SHRUBS: 3 POTENTILLA 5 6AL - 8 AT D�GK SO�FIT ABOVE � WEST UNIT M,41N LEVEL TO�/ ZONING: TWO �AMILY PRIMARY -TREES: 3 ASPEN MULTI-STEM GLUMPS - 4 AT ROO� SO��IT ABOVE � WEST UNIT M,41N LEVEL DEGK SEGONDARY RESIDENTIAL Z. TOPO6Rf�PHIG ff SURV�Y DATR TAK�N FROM DRf�WING TITL�D 2-I/2" MAIN ST�M - 3 AT 50��IT O� N�W SHED ROO� AT GARAG� "IMPRO�/EMENT LOGP�TION G�RTI�IGA�T�, TOPOGRP�PHIG SURVEY, - I AT SOFFIT ABOVE �AST UNIT ENTRY LOT �, BLOGK I, �/AIL �/ILLAGE �IRST �ILIN6, TOWN O� �/AIL, E/�6L� EXISTING GONI�EROUS TRE� AND 51TE GOVER?�GE G?�LGIJL�TIONS: GoUNTY, GOLORADO" PRO�/IDED BY: f�PPROXIMATE TRUNK D1�4METER EXTERIOR WALL MOUNTED FULL GUT O�F LIGHT FIXTURE � � (LARGE TREES AT NORTH P�LSO HA�/E � - 2 p �AST UNIT DINING ROOM Pf�TlO V O � �A6LE VALLEY SUR�/�YIN6, ING. APPROXIM,4TE DRIP LINE INDIGATED) N '� ALLOWABLE SIT� GOVERAGE 411�f�i HIGHWf�Y 6 �24 - 2 � EAST UNIT ENTRY a cV ti 20% OF LOT S I ZE = z, 553 SQ FT - I � WEST UNIT BEDROOM 4 � MAIN LEVEL (TO REPLAG� EXISTING FIXTURE) �p �p �A6LE �/P�IL, GO - I � WEST UNIT EXISTING LIVING ROOM D�GK � EAST ELEVATION (TO REPLAGE EXISTIN6 �IXTURE) � � titi P.O. BOX 1230 � EXISTING DEGIDUOUS TREE AND - SE� PLANS V � � EXISTING SITE GOVER�GE 3, 1 q 1 SQ FT �DW,4RD5, GO. 81632 Ai'I'ROXIMATE TRUNK DIAMETER � o X SEE SHEET AG I.O Q70-�i4q-1406 � rn � (�X15TING NON-GON�ORMING SITE) a NEW ST�P LIGHT - 3 AT E,45T ENTRY AREA L PROPOSED 51TE GOVER�GE 3, 139 SQ FT SURVEY DAT�: q/20/z011 �' �� Q 5EE SHEET AG I.O JOB #: 2482 0 � EX15TIN6 GONIFEROUS TREE TO ca EXISTING SPRINKLER �/P�LYE ' / � BE R�MOVED � (�XISTING NON-GON�ORMIN6 SITE) 3. SE� TOPO6R�iPHIG SUR�/EY �OR ALL SUiZV�Y IN�ORMATION NOT � _ - SHOWN ON TH15 51TE PLAN. � EXISTING �LEGTRIGAL OUTLET Q � O � SNOW STORf�G� 4. PRIOR TO START O� 6RADIN6 THE GONTRAGTOR SHALL �I�LD � � � � �XISTING GONTOUR � EXISTIN6 SITE LIGHT = � P�V�D AR�A 2, Z85 SQ �T VERIFY EXISTING GONDITIONS. � � o ( I N TOV R I GHT OF WAY 822.5�i SQ FT) 5. !'c L L U T I L I T Y H O O K-U P S T O B E V�R I�I E D O N S I T E. PROP05�D GONTOUR � M � (WITHIN LOT BOUNDARY 1 , 443.22 SQ FT) � X O x 30� - REQUIRED SNOW STORA6E 685 SQ FT 6 �3 2 RIOIZ MATERIP�LS - S�� EL�VA�TIONS ON SH��TS A3.0, A�3.1 AND Cj�� S}-��T �t� .I FOfi� �Ufi�TH�R � m U I N�Oi�M�T I ON I�1 TH I S �i�E� � ° �� SNOW STORAC�E AS SHOWN > 1 , 000 5Q FT �. EXISTIN6 SPRINKL�R SYSTEM TO B� REGONFIGUR� AT N�W SEWER MANHOLE ol4o C� � > WITHIN LOT BOUNDARY DRI�/EW,QY MEAS RIM=8202.6 INV=8192.5 8. PROT�GT ALL EXISTING TRE�S TO REMAIN ON 51TE PRIOR TO BAS�S OF ELEVATION ExisTi�� sEw�R ��OF C�� L,4NDSGf�PE G�4LGUL�TIONS START OF GONSTRUGTION AND M,41NT�IN PROT�GTION ,4LL � MaNHO�� THROU6H GONSTRUGTION. EXISTING LAND5G�4PED �4REA � /�� PAMELA W. d LOT SIZE 1 2, 763 SQ FT Q. PROJ�GT P�DDR�SS: — — — — — — — — — — — — — — — -' Q 6RAVEL DRIVES - 1 , 161 SQ FT 302 MILL GR��K GIRGL� � / \ � H�PKINS V,�I L, GO 81657 2 � �AS—�AS— � � �/'� 51TE GO�/�RA6� - 3, 1 q 1 SQ FT ExIST NATURAL 4��}— B-1165 � �A PROVIDE PROT�GTION � � �XISTING LP�NDSGAP� AR�A P, 405 SQ �T 10. 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EAS�MEI�T (UNKNOWN I� REGORDED) / X � �� i � I I (1 TREES - GONTRAGTOR TO ` \ I � \ I � R�MOV� ' �xisT RooF I ` �02 �j WORK w/�4RBORIST TO � � �� i 8.6 EXISTING �xiSriN — ovEr�Har�� c� t�EW I ' ` fl'► PROTEGT AND PRES�RV� J \ I �� GONG PAD sKY�i��+T q•� ENTRY DE�K I-f161-! Ef�V� I LOW ALL (2 MAX Cll EXISTING TREES � PROP05ED GRF� 5, 3�6. 2� 5Q FT I \ ,'o � \ I � � � ; ° (E) NTERIOR ��W RID6� �L=8233.80' � g, g� ,� � �+�IG ) AT TREE DRIP � 7C Q � � � � LINE 5 REQUIRED �OR Q 5EE SHEET AG 2.1 OF DRB 5ET (04/28/2014) I � EL=82Z�i.48 38� SWAL � WEST UN I T (58%) 3, 248. 62 SQ FT \ - ' ,��"' ! � � - EAST UN I T (38%) 2, 12�7. 65 SQ �T �p�' � � ° � � ❑ I — — — — — — I � �' _� / _ G _ � a � W f�LLOWf�BL� 6R�I-� 5, 3�76. 2�7 5Q �T �� '� rn � J /3� I � I �I ExisT � �Q I � � � V Gf�RAGE 600 SQ �T 5T0 G� � £� T.O. ROOF � \�, ❑ ❑ � g2�i.B�� 2 STORY I �5' � � W � ��6�`G� ! 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SLAB = 8200.00' � � N — — -- _ _ I NEW SAND SET GONGRET � � N�W SANDSET GONGRETE PAVER ENTRY LEV�L - EXISTIN6 � PP�V�RS PATIO - SLOPE I 8"/FT O O � � q,p� WALK (HEATED) ON GONG SLAB T.O. TOPPING - 82OS.23� I MIN �ROM RESIDENGE (E) INTE1210R TO REPLP,GE �XISTING D�GK - � J M � MAIN LEVEL - EXISTIf�6 � I ' ' T.O. TOPPIN6 = 820q.81' m �8.88' �� i ur1� o� t�Ew Roo� UPPER LE�/EL NEW � � � I � I T� `�f' �� ✓ � ��I � � o � T.O. TOPPING = 8220.20' �, I � EXI5TiN6 GA5 METER � N � w q. S' 'e � I- - - RELOGATE AS NEG DUE �`�•� SG�LE: I/4" = I'-O" NORTH � w NEW GONGRETE TOPPIN6 f�T EXISTIN6 \ �4' NEW STONE VEN�ER � EXIS INC� � a. RIDG� EL. = 822a.48" u.l L � � DEGKIN6 f�T �NTRY �ND MAIN L�VELS w ' GFtASE i � 0 Z � i I 1 � / � � I DRAINAGE 5W/�L� RE: AI.O O I 2 4 � �8 z J i I � � � � � c� � �J � I � � , � SEE SHEET �I.O FOR SITE NOTES � � m =ER I J � �� / , ?�ND SY OL LEG�ND r I , pq �X�ST - - � � � - �- � A 1 . 1 T.O. ROO� � 82�I.B3' r / � � i � ► I I SITE PLAN � � � QC / � � '` ✓ � � I I i � � / �� / � � . . ,�"� , ,� ,�, „ � �- �, , :� � .,�: ., ,� ,��; „ : , , . �, , �� .. �� / / � \ � ��i'(� �� . � ��, ,�� :.,, �� — — i � � / � LINEOFEX`TINC� ANDNEW k / � / � - - - - - - - - - _0.00 _ - - - — � �_ _ _ _ � I I � .� � ��i%//,///%/ ,:, � � / � NEW STAIR (BELOW (E)) BUILDING � � �' � � � � AT 6ARA�E -� � _ — — — --� I � ,.., ii �`� ., . ,_/�� _ � � � si� sT�PS To Low�R L�v�� - l�) ' �� i I Q ' ��N� m � I � / I � � / I \ � � -� 2 RISERS � 5 ST,41R INGLUDED IN SITE �� , ,. . ,. �� ' / / I TREAD � IS" GOVERAGE � - � P` I � I ,� � O� � �� REMOVE EXiSTINC� WD DEGK � N � O I � //.:� ,, , /� _ / _ _ -- , / � � � � ; � � � � � � � � � � I � I � \ I � � �� i�� — — � ---- - � � m � ,/ � � —� -- �� ' � � , � � � � � I �� / � I \ .:/,/;'�, �i �� -- -- � , � � I w � I V � � � � � ��x � i 1 � — �u I � / I / � � � / I �� i � � � � �� /l/ ' ,/i / � �6.8' � � - l.8' � � � N�W SAND SET GONGRETE � !� ` I � > � I \ � I I � � � I � � I U O O� � i � �� / � / �` � � � \ / R�GESS�D �XTERIOR LIGHT� � N '� � / � � � � � � PAVERS (HEf�TED) TO REPLf�GE � � � � � I w � � I � '�j � / /.- � � 4.25' EXISTING DEGK �� _� � �� IZ.S I � � / / I CO CO � � � I � / � � ; ABOVE � G RAGE� TYP O� T�HRE� , � I f/� f� !` � � �� / �� -, / 8.0' V � � � � / � � � 7.3�w � � j d� � ` � � � � \\� �%i%// I \ �/� -- --- — —��--� _ �- / � -1 \ � � � \X/ � �/ I r � J � � Q , / � I \ � �� j� I \ ��,� � i � — — � �� I i � � �� I � � � � � / � I ! 8.3' SITE STEP � / � �� — — �' ��'� �� \ � NEW SAND SET GONGRET� i i � A I � � � i- �� PAV�RS (HEATED) TO REPLAGE 7•8 � � j � � � � � � I I � i Ris�RS � 6 \ � � \ � I I / � � � � • � �� I � � , � � � ��`' '� \ � � ExisriN� �ECK I I / � � � oa � �� % � �� i �� sNOw � I i , — — °a �i� � \� �V �� , � I / �� / \ I � I � \ I � �\ � � � � � �� sroRA�� I I ' � � _ _ _ _ _ \ \ I / / \ � _ _ � ao � � I I � � N�W LI6HT �IXTUR� w/�ULL GUT � �� / O � � ' \ ;. 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SL�B = 5200.00� � � � � ��.,� A � I � � % � GONG PAD NEW SANDSET GONGR�TE P/�VER �'� � � � A � � � / �/ ENTRY LE�I�L - EX�5TIN6 � � � � ��j�� LINE O� NEW T.O. TOPPIN6 = 8208.23 � � / I� � � q,p� WALK (H�ATED) ON GONG SLAB � I B-1165 / �\ � / � �j j I SHED ROO� (E) INTERIOR TO R�PLAGE EXISTING DEGK O � � ` \ � I i �� / C MAIN LE�/�L - �XISTIN6 � I �j '� � \ \ � � / / � � � � i a l T.O. TOPPIN6 = 820G.81' ry �8.88� `��D ARC�� ; I UPPER LEVEL - NEW � \ , \ \�� /� � � \ , � — — — T.O. TOPP I N6 = 8220.20' „ I o � �J� � / ._ � _ — — �Q LL O I- O \ j�/ � � �� ' � RIDGE EL. = g22q 4.8�� NEW GONGRET� TOPPIN6 AT EXISTING � q' 8 � � � =W�W�� " Z o>�_ �-z U O¢ a O��w� \ \ � \ D�GKING AT ENTRY AND M,41N LEVELS > Z v��a v � W��X° � � � I � i I � > Q��w � �Z��o° \�—— \ � ' I \� i I I � �a z�O��U O Z O�¢� �p, \ � Q�wa V W�UK NOV Zf1K V / r � � I w 2 F-Q =j�UO a \ I I � I � Z wZ�uIUZ O��oaZ � � p O Q��Z Q a Z�Z��Q ��= Qwp 0-000� � \� � I REGE55ED EXTERIOR LIGHT ? 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DEGKIN6 = 820q.00' � \ I � I UPPER LE�/�L - EXISTIN6 I .� � T.O. D�GKIN6 = 8218.08 , � � \ , � — — � � I � I LO�T LE�/EL - EXISTIN6 p �p,4GE EXIDST NG I / � � / ' O \ � � \ I i � SLo�� 8��I T.O. D�GKIN6 = 8222.08' I i � Z a \ j � � � � J \ � � I I I NEW STAIR w/ WOOD I / � � � — — � � .� TREADS, RI9ER5 � SWALE . �/ � � \ I � � I �IN GRP�DE � PATIO � SLIDING STRIN6ER5 � GABLE I � � � . . . . . . � � \ � I I DOOR - TYP O� THREE R/�IL TO REPLP�GE (E) I � j/ / � Q � STAIR , � � N \ � I R�PLf�GE �X19TING LIGHT / i / � GONGRETE 51TE WALL SHOWN IN \ � X \ � I ADD STONE VENE�R � GAP TO FIXTURE w/FULL GUT OFF STYLE � � � � PREVIOUS DRB DRAWINGS AND �� \ �XISTING GONGR�TE RETAINING EXTERIOR LI6HT �IXTURE I � / � Wf�LL -VERI�Y FIXTURE w/OWNER I \ / / � W BUILDING P�RMIT DRAWIGNS ' X � / � (#813-0242) REMOVED - - V — � � �- �-�� Z — X — _ � � , �, . �_ ;_ _ _ _ _ _ _ _ _ �.5 � � � , � w a � %�� r-- - � _ � _ _ � _ - - - - - - - - - _ . � � _ , � , • o — �`° � � � � .. � � ' � ' � ' � ' ' � � � � � � � � � j � � , � � � � � � � - �� — _ _ 31 . 7 � ,� ,� _ � � � ; � ,� tn _ W — -- � � � `- — — -- '�- — _ ;, W � W � � O DOWNSPOUT FROM P�BOVE / � / I � � � � � � � ` � � � - � - � � � i// � � ' a J � �� -�' GONGRETE SPLASH � � / � V♦ � j � � � I BLOGK � GRAD� / � '� � � � O �._� � > < — J � `� C.� - � \ ' � ' �� ' Q - , � _ ., i'ROVIDE PROTEGTION � � � �� / � � � � 0 � 0 � � _ — I� � � � �ENGING �OR �XISTING - � � 0 �j, � — — II � � � — — -' � � � � � TR�ES - GONTRP�GTOR i � � H TO WORK w/ARBORIST TO � � j � ExisriN� eui��iN� � � � � � �� PROTEGT AND PRESERV� � j our�iNE (rY�) � � \ � O O � �XISTING TREES � � � � � � � �� o � � � �� • � � = � J M � � � EXISTING ROOF � / � � 0 - OUTLINE (TYP) � � � � � � � ` � / � / \ � � / � � (� �"' , � / � \ � O G \ ` O — — — / � N , � ;.; � � � ,� o �� , SIT� � ��I�SG�i�� 1� � o � � i ,� � � � � � � � � � / 0 � � 0 i � A1.2 ��LE: I/4" = I'-O" NORTH � ° z — — � � � 0 / / / � p � � � -� / — J � — Z � ,� / � � � � � / � � m � - , � � � — � �� o i 2 4 8 N ♦ \ � � �- , , �� /� �� 13 SEE SHEET �I.O FOR SITE NOTES � � �I , � �. , �� ND SYMBOL LEG�ND A � ■� SITE PLAN G�i��fiz�� 1�OT�5: i�L�N L�G�ND �" , , ; I. P�LL PL/�N DIMENSIONS AR� TO �,4GE O� WOOD OR GONGR�T�, UNL�SS NOTED e a % NEW GONGR�TE WALLS T.O. GONGRETE OTH�RW15�. 5203'-Q" � i , 2. THE GONTRAGTOR IS TO VERI�Y ALL DIMEN510N5, �XISTING AND N�W, IN �I�LD q '� SAND SET GONGRET� PP�VERS NEW �Rf�M� WALLS w/GELLUL05E SLOPED GONGRETE RETAINIt�G u, � _Q � � (HEATED) RE: 51TE PLAN� AND NOTIFY THE ARGHITEGT OF ANY DISGREPANGIES. P�R�PS O� GONFLIGTS OR 50UND INSULf�TION WALL WITH STONE GA� = o ° ; 4" D15GR�PANGIES MUST B� FULLY RE50LV�D BE�ORE GONSTRUGTION GONTINUES IN - STONE vEN�ER � ONE 51D� v a � THOSE AR�AS. EXISTIN6 GONSTRUGTION - P�SSUME T.O. G,4P � +3° a< � � TO R�MAIN - RE: STRUGTURE a j �p" � 2 �. f��TER �XGAVP�TION AND BE�ORE P�NY GONGR�TE WORK �/ERI�Y P�LL EXISTING ' SAND SET GONGRET� PAVERS � � FOUNDATION GONDITIONS, WALL SIZ�S AND �OOTING �LE\/ATIONS - VERI�Y � � � � I-HOUR (WALL) ASSEMBLY - R�: BLD6 SEGTIONS ` i ON GONG SLAB � SITE STEPS = U o �rn w/STFZUGTURAL ENGIN��R TFi,4T ALL GONNEGTIONS O� NEW GONSTRUGTION TO OLD AND P�6 DizW65 �OR GEILI�IG ASS�MBLIES T.O. GONGRETE ,' (HEATED) RE:SIT� PLAN .�, a N ti WILL WORK A5 DETAIL�D. � ' � � 5206'-3" '; � 9 � ti ti GONGRETE RETAINING WALL � � V � � 4. 5�E STRUGTURP�L DRf�WINGS �OR SH�AR W�LL LOGf�TION ,4ND 51ZE5. � NEW SMOK� D�TEGTOR - Wlr�+ sroN� c,aP ; � U� �"4 � o X HARDWIR�D w/BATTERY BAGKUP - STONE VEN�ER � ONE 51D� a � �' T.O. GONGRETE � � � � � 5. EL�Vf�TION GALL OUTS f�l�� ROUNDED TO TH� NERREST I/8". - ,455UME T.O. G,4P � +3° ; 8206'-q° � � - RE: STRUGTURE � Q So , � �ri �i Q 6. PROVIDE PVG PIP� THROU6H SLAB TO 6RP�VEL L,4YER (SE,4L �/,�POR B,4RRIER I HOUR �55EM8LY NOTES: ° ' " D r ,��''�%'��8// ° r %r'r ' ri ir PEN�TR,4TION). GONTINUE PVG UNINT�RRUPTED TO �/ENT ,4T ROOF �OR PAS51�/E � A4.1 �, � � < � RADON VENTIN6. 2 VERTIGAL RUN LOGl�TIONS TO BE DETERMIN�D. PROVIDE LINE oF ROO� ABOVE I. PROV I D� ON�-HOUR WALL � GE I L I NG �% � ° � EL�GTRIGAL OUTLET f�T P�TTIG FOR POT�NTIAL IN-LIN� �AN INSTALLATION. A55EMBLIES FOR ONE HOUR FIRE 0.� . . � e - Q ao RESISTIVE S�PARATION BETW�EN i 27�-��° � I I � � Dl^I�LLIN6 UNITS. �a � � STEi� LI6HT IN STONE V�NEER = � �. PROVIDE PERIMET�R DRAINS f�T NEW GONSTRUGTION. ; . � I I (T'(P O� THRE�) � o ao 2. ALL ONE HOUR ASS�MBLIES TO M�ET °° i • L J C d' p 8. ALL NEW PLUMBING WALLS AR� 2x6 FRAME GONSTRUGTION, UNLESS NOTED REQUIREMENTS O� R302.3 O� THE �XTERIOR REGESSED GANS � °' �- - - - -� �` ca M � OTI-f�RWISE. INT�RNATIONAL RESIDENTIAL GOD�. AT SO��IT O� SH�D ROO� "-� �i j � I I � X O fkBO�/E (TYP O� THRE�) ° i GONGRETE SLAB - �OLLOW THE � - V�RI�Y w/OWN�R i ' Q ^i p � I I _ SLOPE O� TH� DRIVE � O O Q. ALL FLOOR �LEV�TIONS f�R� TO FAGE OF GONGRET� S�AB OR STRUGTUiZAL 3. USE �IR� RAT�D GAULKING AT ALL o a ; . cv � ,x � � 00 U D�GKIN6. INTERS�GTIONS O� WALL TO GEI�ING. 8 ! � � - - - ry � - ° ! � - C � �ca 10. ?�LL INTERIOR DOOR OPENIN65 P�R� TO B� G�NTER�D IN W?�LL �AG� OR 6" (MIN) 4. ALL DOORS IN ONE HOUR ASSEMBLY TO F 4'-e" � ,� I I I � � � BE I HOUR �IRE ASSEMBLI�S. � ' I TR,45H F R O M W A L L F A G E, U N L E 5 5 N O T E D O T H�R W I S E. p`4•2 ° a ; T D�`f� L - - - J �NGLOSURE r S. 5EE /�6 DRAWINGS FOR I HOUR �i Slqq'-II" r C� I I. V ER I�Y A L L I NT ER IOR W�L L A ND G E I L I NG �I N 15 H E5, I NT ER IOR DOORS f�ND DOOR S EP AR,4T IO N LOG,4T IO N5. ; I � o ' I I GONG IRE ITE '��0 �� TRIM ,4ND INT�RIOR WINDOW TiZIM WITH OWN�R PRIOR TO PURGHf�S� AND E � INSTALLf�TION. ° °% , I A42 a ; TRENGH DRAIN `� - - - J � PH�PKINS �� 12. ALL NEW INTERIOR WALLS TO HAVE �/8" GYP. BOf�RD �INISH. WALLS AND ` i o O w/HEAT TAPE ; ��q • a a > a ❑ °° a aa o ° = W•� GE I L I N6 O� G,4RAG� TO H�4�/� 5/8" TYPE "X" GYP. BOP�RD �OR I HOUR �I R� � e a a °° a � � � B-1165 �v S�P,4RATION TO R�51D�NG�. ' � `�' T.O. (N) SLAB O � ,� 13. P�ROUD IvN6ABUT �IOT�L MI T�E BTO GEII L NG AND W?�LL-MOUNT D I F I URE� TOI�TS I I EL. 8200.0' �� ` �,�. D ARCc ' TOIL�T P�GGESSORIES, G�BINETRY, GOUNTERTOPS, SHELVES, AND GLOSET RODS. ; 5'-2" 6" I6'-0" 3'- " l0° a�` 8" z� I FINISHED OPENIN6 R.O. F--� o � 14. GONTRAGTOR TO GOORDIN,4TE ALL MEGHANIGAL, �LEGTRIG,4L AND PLUMBING e e 6„ �� ,`"-� Q Q o�� . � °w WORK WITH ARGHIT�GT PRIOR TO GOMM�NGEMENT OF WORK. g�� `a 2° 26'-2" 8" 6'-b" � �' �w z v o Q a o��w� � 00 c��w>aF �n uWi�Q�a� 2�� +� ZQ o z��cc c� � w��-xz I5. ALL �L�GTRIGP�L WORK �OR THIS PROJEGT IS TO B� GOMPLETED IN P� WORKMf�N . I-I/2" WD FURRING � o� � Q LL��w � �Z��o 0 '�Y I- K �U O W LL-Z LIK� �A51-IION AND IN AGGORDf�NGE WITI-f TI-fE REQUIREME1�1T5 OF TI-f� GURRENT m I SET 2" �ROM GO�lG cv Q� � o a Z�o Z�� o z�`-°¢� V�R S I O N O� T H� N�t T I O N A L �L�G T R I G A L G O D� A D O P T�D B Y T H E G O V�R N I N 6 +- F D T N W A L L -V E R I F m o"' � Q`�w��- W a `�°�?°a ' 16 I/2" (IS" INT DIM) WIDE i - � � �n �_��w='_ � �� MU1�lIGIi�P�LITY - S�E GO�/ER SI-fEET. f� MINIMUM O� 50g'o OF ALL NEW LI61-ITIN6 TO '!� REQ D INSULATION � 3� �- z�w�-a�-�z �a'�W�° B� HI61-f ��IGf�GY P�R 2012 I�GG �oa��_aa z�,z��a LOGKABL� LOGKERS G A R,4 G� (T Y P � w�YDR NB O��GR,4DLOPE ii� � ��_�W Q w o 0 0 0 0 o Z >=�=x i= I GARf�G�) � 4 A4.0 I/8"/�T T O �L O O R D R A I N �� Z°�J�W�a �� 16. GONTRAGTOR TO GOORDIN,4TE ALL �LEGTRIGAL WIRIN6, SWITGH�S, � FD Q a -��a��"Z o o°��Z G O M M U N I G A T I O N S, D A T A A N D T�L E P H O N E J A G K L O G A T I O N S W I T H O W N�R P R I O R (N) G O N G �T D N A N D : � "� � �a Z�o��o °Z�=o o F �RAM� WALL � � o a W o w � �o-�- T O G O M M E N G�M E N T O� W O R K. � E�ST 5 K I P�N D S N O W B O f t R D > Z LL�n a� 3 J =�_ B�LOW (�) BUILDING N GYB BRD WRf�PPED a �n w �n I G�tR�GE STORAGE (SLOTS) UNITS TO w o w_o o >a Q>o-� o xw�'��n=�z z�>z�� G P�N T I L E V E R A B O V E S T E E L B E A M A B V a c� �m�n a�r a�n a o w a a�a 17. VERI�Y ELEGTRIGAL ROU6H-IN LOG�TIONS �OR ALL f�PPL1,4NG�5 AND LIGFiT , „ + , �� + � �� RE:STRUGT E-102 BE SUPPLIED BY OWNER �IXTUR�S. GOORDINAT� LOGATIONS O� ALL D�VIGE SWITGH�S AND 20-0 - e-4 - II-S -VERIFY GONGi�ET� THERM05TAT5 WITH P�RGHITEGT PRIOR TO GONSTRUGTION. EXISTING MATGH(E�STAIR DIM ABV MATGH EXI5TIN6 - - - - - W o W W r o� �maQ ¢ o� ?¢z �� J W� Q=- 18. ALL M�GHANIGP�L WORK FOR THIS PROJEGT IS TO BE GOMPLETED IN A WORKM/�N � W�TER RESILIENT I �� o�Z"LL�_°�;��=o Z o� 3 I/2 3 U2 REMOVE SLAB �o�o>� � LL � L I K� �A S H I O N A N D I N A G G O R D A N G� W I T H T H E R E Q U I R E M E N T S O� T H� G U R R�N T a-' ° G,4 R P�T � N E W � 2�� q'-I I I/2" 3'-e I/2" I I'-I I' 2" A T E X I S T I N G o��'�W°°°�o?��°�w � F�owg� ¢�¢-� vSr- VERSION O� TH� INTERNATIONAL M�GHANIGAL GODE ADOPT�D BY TH� 1 1-p,. �� L�D 6E IN (E) �DTN - STAIR � ENTRY ABOVE a�z°'��W>o o��a� n N n �Q��ow"--rzo�n�OaF-> S a� 8 8 R E: S T R U G T aW�z�az o�c�w�m 6 0\/E R N I N G M U N I G I P A L I T Y - S�E G O V E R S N E E T. A L L N E W G A S P I P I N G 5 1 Z E, � _� I m z�,Z��,�w�,¢� Z�m � WEST � p� aQZ>z�aW��w�x�� M,4TER1 AL AND G�H PER 20I z I FG6 ' �� 2" 2' � � , , , , , , z = �_w ¢� LINE OF (�) EXT W��c�W? �� ST�41R Q �W~��WZ��aZ � � - A4.0 x �nwQ� o 4 � WALL /�BOVE 0 A4.0 . � � � o�WZ�Q�°W��o�w�a I�f. ALL BATHROOMS ARE TO B� VENT�D TO THE �XTERIOR WITH A �f�N AND DUGT `r ° W- I I � • OO � p o=Z°`�W°�LL�g m�Z°o N SYSTEM TO PRO�/ID� 5 AIR GI-IP�NG�S P�R I-IOUR (MINIMUM). _ GARPET , � z�o a Z`�=a LL�n c�Q z-a c�� I � V �W��~�O�J J�a N�� I �� I � acnzwuim��a�jw�xo I-I/2" WD FURRIN6 S�T 2" � Q TIE (N) FDTN W?�LL INTO � , m z Z��w=�o�Q�W W��J �f W��Q X�-F W f-I-Z U` l�W=W J 20. VERI�Y ALL PLUMBIN6 FIXTURE LOGATIONS PRIOR TO INSTP�LL/�TION. �ROM GONG �oUNDATION - � � �XISTING RE: STRUGT � � 5 O G I � A4.0 3 I � o��W w o��Q a�,�� WALL w/FOAM INSULATION � � � 3 � I `�� ww�F�?F�=zQOZawQa 1hX p cn rw>>�>� � - 2" RI61D INSUL C�? I I I I u, v ��=,�ZO�nw�°�Z�c,�� 21. PROVIDE HUMIDI�IGP�TION SYSTEM � WEST UNIT. REFER TO M�GHANIGf�L � O G T� T.O. (N) 5L,4B �- W��o �W a� N o°?� W PLUMBING DRAWIN65. �XTERIOR O� GONG WALL r - - - - - (N) FOUNDATION WALL I I � � I I OO `� - � z �y i � ��aw�c~i��W wmav¢°Z�� (TYP AT BELOW GRADE UNDER (E) RE:STRUGT s � �L• 8200.0 � a�=o=o o X��¢a w�o a W LIVING SPf�G�) � - m � _`��`�~��W�'"'�o07o�aY 22. PROVID� INSULATION A5 �OLLOWS: - (GAV = G,��/ITY, GONT = GONTINUOUS) � _ _ _ _ _ N�W DIMEN510N5 � ALIGN (N) W,4LL w/(N) +, � 6' WD BENGH WITH WOOD ��W�o°o W�o a W o=�°� � I E 5 HAND GRIP - Z GUBBIES ABOVE ��oc¢i�z��ao�a�-}ow +� z S T A R T P O I N T I I I I :� GOLUMN - GOORDINATE � � Q x a w-o o�a��a w LL z=_ R O O F/G�I L I N 6 (T O E X T�R I O R) R-4 G - � T I I P E R G O D E � � ?w�m��a LL=W LL��o¢�� X T E R I O R W A L L S R-2 0 G/��/ `;� � �N) GENTER WALL TO I �: , e e e a a � e ° �_ O UP � w/P�RGH IF H/�LL LE55 � ry W c� x P�L I GN (�) G�NTER ° $ ° = I�f R m T H A N 3-8 �LOOR (TO EXT�RIOR) R-30 "�' W,4 L L ,�B O V E I 3 I/2" • = ry : � I I I I I ry a "WILLIAMS" BRAND BOOT AND BELOW GR/�D� BASEM�NT R-Iq GAV or R-I5 GONT or R-13 G/�V+R-5 GONT - - - - - - - -`-�' - � O GLOVE DRYER - 48"x20"x66" Z �. - u� _ _ �� 12 PAIR OF BOOTS 8 GLOVES SLf�B R 10 (ADD R 5 FOR HE�TED) z WOOD HAND GRIP UP - - � � � EXISTING SLAB �'�R GODE 15 R � 7.2" WEST ^ � E�4ST O � ��P�G� O Z S�E TOWN O� VAIL AM�NDM�NTS TO D�T�RMINE I� GONTINUOUS R�QUIR�D �OR o � 3'x4' � ANTIG2UE PHONE BOTH � 3 Q ' 3 I/2° 7�_0" 4'-5° B � � THIS PR0,1�GT � RELOGP�TED �ROM MA��N � T.O. (N) 5LA HP�LL _, � o � HP�LL � , , , , , , � � , , W-I10 30 �-105 F�N PN + � - R T T T �L. 8200-O G�O � o O GAO 8„ 0 6 8 A4.0 � � 23. PROVIDE BLOWN IN G�LLUL05E 50UND f�TT�NUATION INSULATION AT f�LL NEW _ � �IT IN SPAGE �'RO�lIDED � � Q � INTERIOR W,4LL5. �� m � GRAWLSPAG� AGGE55 INTD L J = � 31 � � � z (E) GRAWLSPAGE � � 24. PROV I DE MON I TORED �I RE ALARM SYST�M TO GOMPLY W I TH NFPP�-12 (2007) AND .`�o � O Q � u, S T.O. (N) SLAB � W �/��S STANDARDS. o EXISTiNG GOLUMN - `�' �L. 8200.0' � ~ VERI�Y � VERIFY SIDE GLEARANGE REQUIREMENT � 25. PROVID� NEW G�4RBON MONOXIDE D�T�GTORS A5 REQUIR�D P�R IRG R31�. � BENGH w/ � EAST w/ROLL UP DOOR SPEGIFIED W � � x (E) GONG �DTN (TYP) � GUBBIES ABOVE , „I �GH�NIGAL STOR,4GE 2 � � � 26. IT IS TH� INTENT ,4ND MEP�NING O� THES� DOGUMENTS THAT THE GONTRAGTOR �,., 2-b I/2 I E-107 �-106 AND Ef�GH SUBGONTRf�GTOR PROVID� ALL LABOR, MAT�RIALS AND EXP�RTISE 2,� 3 ��2�� GONGRETE GONGRETE �D I (N) BEAM ABO�lE Z � � TO OBTAIN f� GOMPLETE JOB WITH REGO6NIZED STANDARDS �ND f�PPLIGP�BL� GABINET DOOR 1 � 1 Q � GODES O� THE INDUSTRY. - �lERI�Y G,4B I � V■� (E) WOOD BEAM DEPTH wNND�RPIN I ALIGN WALL WITH (W GOL i O 1 AND M) BEAM � EXIST FLR i LIH� OF (N) STONE VENE�R Q J � 27. S�E TYPIGAL GONSTRUGTION NOT�S ON SHEET A4.0 AND GOVER SH�ET �OR ABOYE (TYP) I �� JOIST SPL�GE ABOV� i f�BO�/E AT (E) GHIMNEY � Q ,4DDITION�4L IN�ORMATION. I RE: STRUGTURE i �/� J W SLOPE GONG SLf�B / � - - � � W ________J �� - 28. GONTRAGTOR TO PRO�/ID� ?�SB�STOS PROJ�GT GHEGKLIST � T�ST R�SULTS. . . . II I/8"/�T TO �LOOR RAISED GONG SHELF I 2a. ALL FINISH GRADES TO DR�IN �WAY �ROM BUILDING. � I DRAIN (TYP) BETWE�N �XIST�NG ff NEW I • n/ � � O FOUNDATION (TYP) +, z �� 30. (E) _ �X15TING �� I I � ? x � � J �N) = N�W � �� c�� I I (N) �OUNDATIDN WALL G � � J O �, UNDER (�) RE:STRUGT � L J Gi��V��AG� I I A4.1 � � � � �L - - - - - - - - - - - - - - - - - - - - - - - -� 1` � .. +� z I O � O � � � m w I • � � . O O � " � J M � � I SEE MEGHANIGAL DRAWINGS FOR DUGTING THROUGH NEW GONG FDTN SITE WALL SHOWN ON GRAWLSP,4GE �OR . WALL � �OOTING ' 5/24/2014 PERMIT DRAWINGS . RE: STRUGT ' � �� HUMIDIFIGATION SYSTEM � 24-10 + 8-31/2 + N d' ~ WILL NOT B� BUILT WEST UNIT I EXI5TIN6 EXI5TIN6 � � � O� W � � ��5�lvl'��1T/G��G� �.��1�� fi'�L��1 � �. . a +' � � � o z NEW DEGK POSTS (ABOVE) �� 2•O SGRL.E: I/4" = I'-O" NORTH E SET ON EXISTING m �n NOTES: � � �OUNDATION WALL aa 8�� D , x z _ �w I. THES� DRAWINGS ARE BASED ON IN�ORMf�TION �ROM � E A4.I - �XISTING DRAWIN6 AND SOME �IELD MEASUREMENTS BUT p � m - - - - - - - - - A4.2 �� NOT FROM EXTENSIVE REVIEW O� AS-BUILT GONDITIONS. � Q � GONTRAGTOR TO VERIFY ALL EXISTING GONSTRUGTION , r, O I 2 4 8 AND GONDITIONS IN TH� �IELD BE�OR� NEW NEW STONE �/�N�ER � GONSTRUGTION BEGINS AND NOTIFY OWNER, ARGHITEGT (,4BOV�) ATTAGHED TO ALI6 AND STRUGIURAL �NGIN��R O� ALL D15GREPANGIES ��■ EXISTING 51TE WALL 8'-0" ± 24'-0" ± A4.2 8'-b" THAT REQUIRE REWORK O� THE PROPOS�D DRAWINGS. O EXI5TIN6 EXI5TIN6 73�-� i�2° ± BASE/GARAGE PLAN EXISTIN6 -TO MATGH EXISTIN6 FOOTPRINT GONG PAVER STEPS MAIN LE1�EL PLAN NOTES: I HOUR �h55EMBLY NOT�S: �LOOR PL�N LEGEND �3,_� i�2„ D� �: sir� �L�N _ _ — ___ _ � � SAND SET GONGRETE P�4VER5 I. 5EE "GENER�4L NOTES" SHE�T ,Q2.0 �OR I. PROVIDE ONE-HOUR WA L � G�ILING TO MATGH EXI5TIN6 FOOTPRINT M�TAL 6UARDPf�IL � � — � MEATED) � DRIVE AND W,�LK ADDITIONAL IN�ORM,4TION. A55�MBL1�5 FOR ON� OUR FIR� NEW �R,4M� WALLS w/GELLULOSE � RE: 51TE PLAN � RESISTIVE SEPf�RATION BETWEEN SOUND INSULATION II'-8" ± � � 2l'-10" ��TRY WALK (TYP) � 5'-9 I/2" I I 2. EAST UNIT (EXGEPT AT �AST BATH2Nf�NITY2) TO DWELLIN6 UNITS. EXI5TIN6 . IFY-MATGH EXIST I HAVE GONGRETE TOPPING ON (E) AND (N) FLOOR EXISTING GONSTRUGTION DEGKING w/IN-FLOOR HYDRONIG HEf�T. 2. ALL ONE FfOUR f�SSEMB IES TO MEET TO R�MAIN STL PL,4TE TOP RAIL f�ND • DTN WALL BELOW � I REQUIR�MENTS O� R3 2.3 OF TH� SUi�PORTS w/ GABLE RAIL � l'-O I/2" FULL LEN6TH SHOWER � TROUGH DRAIN � � I 3. EAST BATH 2/VANITY 2 TO HA�E EL�G MAT OR INTERNATIONAL RESID� TIAL GOD�. GUARDRAIL BELOW - MOUNT I-HOUR (WP�LL) P�55EMBLY - R�: BLD6 � I SMALL HYDRONIG TUBES IN I/2" GROUT B�D 2. � I I � RAILING P05T5 AT GENTER OR 2 3/4" 3/4" 3. USE FIRE RATED GAULKING AT ALL S�GTIONS I�ND A6 DRWGS FOR GEILIN6 WEST 51D� OF GONG WALL (NOT , „ � � ��2�� I I I I A55EMBL I ES 2-6 3/4 2'-6 3/4" 2'-6 3/4" 2'-6 3/4" 4'-10" � � � 4. REPLAG� ALL �f�NITY GABINETS, �/P�NITY TOPS, INTERSEGTIONS OF WAL TO G�ILING. �/EN��R) TO GL�AR LOWER ROOF � � I LA\/ATORI�S AND TOILETS AT BATH 2NANITY 2. R.O. R.O. R.O. R.O. � V � � 4. ALL DOORS IN ON� HOU ASS�MBLY TO � NEW SMOK� DETEGTOR - I � N r� 5. VERI�Y FLOOR ELEVATIONS IN FI�LD. BE I HOUR �IRE A55EM L1�5. HARDWIRED w/BATTERY Bf�GKUP STANDING SE,4M MTL ROO� � i . I I � � � GOORDINATE W�TH ARGHIT�GT I� NEW STAIR RISER � 5�E A6 DRAWINGS FOR 1 HOUR SHED ROO� BELOW � I I � � O � HEIGHTS EXG�ED 7 I/2". EXISTING SMOKE DETEGTOR I I I +-� X S�P,�RATION LOG,4TION . O N I HAND GRIP PER GODE � � Q 6. ,4LL NEW �INISHES AT WALL INFILL TO M,4TGH E �/�RI�Y LOGATIONS � GONDITION - LINE OF (N) ROO� I I � ADJAGENT W,4LL5. REPLAGE �45 NEGESSARY ABOVE N � I I I �TYPIGAL) L 7. VERI�Y GLOSET SYSTEM/LAYOUT WITH OW�1�R O G O O � I I � I a • BEFORE INSTALLATION. SAND 5ET GONGRETE PA�/ER WALK � 20'-O" ± 8'-4" ry • \ _ � ,QND ST,41R5 (ON SL,4B O�l�R TR,45H •— 8. 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N Q � � I 4O -22 � � � m TILE � (�� AS� w � � � W TILE m _ ADD �ULL DEPTH v f�l�/IN� O � v a � W m I 38 � R 4'-2 I/2" '- GELLULOSE SOUND E-21I Q WINDOW BOX BUMP OUT � INSULATION f�ND 5/8" � � �� W�Sfi � o I/2" WOOD � � � � VAN SOUNDBOARD DRYWALL � u� o � I z II ��`�I � WEST - GAB �EJ WALL � W m W � 3q -226 H?�LL 2 W � � J � -22 ~ MIRROR JI��'jT `n _ � � � WOOD BE,4M ,4T UNDERSIDE GARPET 41 � \ BEDROOM 2 N . � OF D�GK ABOVE (TYP) I m O m � � � O -22 � +� "' O � Gf�RP�T � � � O Q J � Q � I — — — — — — — — — — — 42 ,.n 4'-2 I/2" -��_�� — - i � (N) EXTERIOR REGE55ED cn ADD �ULL DEPTH 43 3 I/2" O 4-0" b'-b" 7 I/4" 8'-O 3/4" 2'-4" 8'-3 I/2" ± �// � � L16HT5 IN SOFFIT � GELLULOSE SOUND WEST UNDERSIDE O� DEGK O INSULATION AND 5/8" DRESSING � MIN VERIFY WEST ED6E 4'-0" R.O. � ��4„ MATGH EXISTING W > � (8 THUS) SOUNDBOARD DRYWALL O 2'-3 3/4" m MIN FiZOM YJEST UNIT FDTN WALL BELOW � � � O I W-231 44 N � �� (E) W,4LL GARPET 3 I/2°I'-10" s° � � 5L,4B w�HEAT ��DEV OOOR, POUR (N) +1 - V J WOOD BEAMS (STAIN�D) AND IX � > � , �„ _ I'-4 3/4" "' ADJAG�NT (E) �LOOR = 820q'-O" � N � � � TffG SOFFIT (NAlUR,4LJ AT � m � > O UNDERSID� O� (E) BLD6 � > �ST S \ �� c� � �IXED AND HAND HELD SHOWER � W I �� I � ��" �� Q „ � � GANTILE�/�R BEDROOM I � 'r I ��'i� � HEAD - TYi'IGAL AT ALL NEW ,4ND GP�RPET 4s ° 4C - � REMODELE BATHROOM9 �2'1 5G�4LE: I/4" = I'-O" NORTH � � '� � J i � � � � — NOTES: �� 2'-8" ' � � � � I NEW WOOD STAIR (GL05ED I. THESE DRAWINGS ARE BAS�D ON INFORMATION FROM � � � � \ 3 I/2" 5'-0" 3 ��2 m 5'-5" 3'-0 I/2" i �XISTING DRP�WING AND SOME FIELD ME,45UREMEi�1T5 BUT NOT O O � N RIS�RS) w/GABLE RAILS �ROM EXT�N5IVE REVIEW OF A5-BUILT GONDITIONS. � � � o I GLOSET � 5 �2" ' UP ON WOOD STRIN6ER5 GONTRP�GTOR TO VERIFY f�LL EXISTING GONSTRUGTION AND � � M � � NEW PATIO SLIDING DOOR � I SYSTEM `Y' O SLO�PF � O I 2 4 8 GONDIT�ONS I�! THE FI�LD BE�ORE N�W GONSTRUGTION — IN (�) OPENING (lYP O� 2) ° ° ! N � � B�61N9 AND NOTI�Y OWNER, ARGHITEGT AND STRUGTURAL EN61N��R OF ALL DISGREPANGIES THAT REQUIRE REWORK � I � O4 O � V,4 GAB • � ' OF TH� PROPOSED DR�4WING5. � O �- � � ��_6�� 6O i u' � N � ADD STONE VENEER AND GAP 5'-2" � 8�_p�� ± MI ROR �-4 ��2�� 5 I/2" � � TO EX15T1N6 RETAININ6 WALL EXISTING 2�-8 3/S" REMOVE (�) WINDOW I�I�ILL/PATGH O � � WALL P5 REQ'D - INTERIOR AND 2�� I-I/2" �URRIN6 SET I/2" OFF EXT�RIOR MATERIALS TO MATGH GONG W,4LL - TY�' THIS ,4REP� � � (�r GOLUMN TO B� GENT�RED UND�R E 73 7 ��2 � � Z GONG �DTN WALL RE:STRUGT � Q STRUGT BEf�M f�TTAGHED TO � A4.2 � BUILDIN6 GANTILEVER RE: , „ DOWNS�OUT �ROM ABOVE TO WEST - NP THIS AREA J STRUGTURE 14-21/2 z � GONGRETE SPLASH BLOGK � OWNER WEST WEST FULL L�NGTH SHOWER � � (N)DEGK GRAD� F O � m GL05ET I 1�ANITY I B�4TH I rr�ou6 DRAIN -23 -z3 A4.2 -23 GONGRETE SPLASH G,4RP�T TIL� TILE BLOGK � GRADE D A4.1 A 2■ 1 MAIN LEVEL PLAN UPPER LE1�EL PL?�N NOT�S: I. SE� "GENERAL NOTES" SHEET A2.0 FOR ADDITIONftL IN�ORMftTION. 2. GONGRETE TO�'PING w/IN-�LOOR HYDRONIG HEAT 73'-1 I/2" AT ALL NEW �LOOR GONSTRUGTION. TO MATGH EXISTIN6 FOOTPRINT D 3. �/ERI�Y FLOOR EL�VATIONS IN FIELD. A4.1 GOORDINATE WITH ARGHITEGT IF N�W STAIR RISER 20'-0" ± 8'-4 3/256" ± II'-8" ± 2l'-10" HEIGHTS EXG�ED � I/2". EXISTING EXISTIN6 EXISTIN6 MATGH EXISTIN6 SELOW �� 4. VERI�Y GLOSET SYSTEM/LAYOUT WITH OWNER �Q B 6'-0 3/4" EQ B 5'-0 3/4" I I 2 5'-0 3/4" 7'-O I/2" 4'-O 3/4" 2'-0" V o � BEFORE INSTALL,4TION. • EQ A R.O. R.D. EQ A • R.D. a N ti 5. VERI�Y DROPPED GEIL1N65 AND GEILING FLOOR PL,4N LEGEND 2 3/4" 3/4" � C�O C�O GONFI6URATION w/OWNER AND ARGHITEGT BEFORE 2-6 3/4 6 3/4 V � � FRAM I N6. R.D. . R.O. � � X NEW �RAME W,4LL5 w/G�LLULOSE STANDING SE�M ti Q 6. PROVIDE HUMIDI�IGATION SYSTEM � WEST UNIT. 50UND INSULATION � METAL ROO� AT L � � RE��R TO M�GHANIG,4L f�ND PLUMBING DRAWINGS. � SHED ROOF BELOW �. (E) = EXISTING EXISTING GONSTRUGTION �IX�D AND H,4ND H�LD a TO iZEMAIN SHOWER H�AD - TYPIGAL 'ROOF ELdDW (N) = NEW AT ,4LL NEW AND , N C � i i � I-HOUR (W�LL) ASS�MBLY RE: BLDG SEGTIONS REMODEL�D BATHROOMS v UI cv T � Q � I HOUR P�SSEMBLY NOTES: f�ND A6 DW65 �RO GE I L I NG A55�MBL I�S O � O O � 2 � I. PROVID� ON�-H UR WA L ff GEILING � � a0 ASSEMBLIES FOR ONE HOUR �IRE � NEW SMOK� DETEGTOR - �,, N o � M � REStSTIVE SEPARATION BETWEEN H�RDWIR�D w/Bf�TT�RY BAGKUP �ULL LENGTH SHOWER � E,4ST I � N � M c� Dt^IELLING UNITS. TROUGH DRAIN ,4TH 3 � � X O �, � 31/2 _�� B U I L T I N O LIN� ROO� /�BOV� � m U 2. ALL ONE HOUR A55EMBL1�5 TO MEET , REQUIREMENTS O� R302.3 O� THE 40' TALL GABINET � BOOKSH�L�/E5 O ^ INT�RNATIONAL RE5IDENTIAL GODE. , „ , „ I _ � O �� 3-0 I/2 2- ry 6'-3 I/2" � I/2" VAN GAB 14'-2" 3. US� FIRE RATED GAULKING AT ALL VERIFY w/GABINET LAYOUT 5 ��2„ � \ o „ - MIRROR 5 I/2 � INTERS�GTIONS OF WALL TO GEILING. E�4ST 23 m o 4. A L L D O O R S I N O N E H O U R A S S E M B L Y T O G L O S 3 ; E�4 S T ;n � � G � r �� B� I HOUR �I� ,455EMBL I ES. � '�`�0 �� I i -30 � �- � BEDROOM 3 m 5. SEE A6 DRAWIN65 FOR I HOUR a� � ry � O � SEPARATION LOGATIONS. O � _ �- OI �� PAMELA W, �Q '� � EAST � H�PKINS F � r 24 `� RESSING 3 S WEST � �,(�.�0 :� q4.2 � -3O �r, os 5 � B-1165 v ; 0 /� � �' 5'-8 I/2" 4�_4�� 3,_6 „ 3 I/2" ° 310 - - m �j� . ,��V � I n - E _ _ �:12 LINE O� BIJILDING � � Q �/U�� 3 I/2" � 3 I/2° 25 � � BELOW � � � AR A42 Oi � i i � i i i �� DD ry Z � p �QLLo� o u, � �� 4�-6�� o N '- =Z°�,W J � Z �_ O � � WINDOWSABOV� � w � c�Jw>a� � ai'i�Q�a° E�tST W 10-4 3-63/4 m 2-8 4-SI/4 � QW �wZVOQ a o��w� +i 'v � � � ST�41R 5 I/2" � 3 I/2' 3 I/�' ry 3 I/2" m �� 5 I/2" � �� '� ��o�"i o~w .,_ ~?z`�n z°o EAST I Z �� W�ST ST�II� z -20 EAST 3 I/2 � � ¢Z W °�w��z W� �o�z�� Q ~ — � � � � HAND GRIP w I I N STOiZ,4GE PER GOD 2� -306 - — . . . . . _ � �u � a w=a c�W�a =��?o a `r X L (EI WOO17 J � x Q' _ O 's WEST �1" �— �[ � c�x��w=_� m��n� �uQ -305 ry � � = A4.0 m o � �Q � o��oWZ�Y Z�Z��Q �o m � � ( � � B,4TH 5 N ° 4� � m� � �°="�awo o�'000� �U Z � �- �' W-311 � �-�. � °o � Z�»�W�a �� IY . �� ? ��a��LLZ 000��z o � � D DW � � - � � � � � VANGAB � OU �azop�oo w�o¢r-mowt- R�MOV� E SKYLIGHTS 1�Q'.0 ry • rn � � I I I I I � O = � o a w o w � �_ � � � � I MM — d � > Z LL�n a� �3 �x�x — � o o � L--�— � ' r m II p�BV +, � 2 c? W�oN�w�o aZ�x�zw P�BOV� - INFILL WITH I �- DN � 50 _� � � a �wFOw�oo >aQ>o�� MIRROR �n� o xw_��n=�z z�>z� ROO�/GEILIN6 TO MATGI-I � \ J/�ST � �I '- I I I I I I I I 18 R m c�R OO � c� �m�n a�r a�n a o w a a�a � � �� KITGHEN O ROOF BELOW� S � � w-318 _ � � � � \ � WooD �/2 WALL � � O � O O I WoW W > o� +i � FF \ GG . BB � m I I I I I I I 48 m p � ~ovi�LLV=pzzw°��>�_ Fz-- � N z a�W��O��z�o�O¢ , �t1 �� I I 4G g �n .� ��w '�t O p��>cnW Fz �n0— O w cV 4X \ � n n i u ��ow � ¢�¢ �vSr-z - �r 10-4 2 12-51/4 ��om��W�o°��N��Q� i n n m z z?O�Z w�a°O O U m m REPLPcG� EXISTING c� d I � I T.O. (�) DEGKIN6 51/2" 3-63/4 „ 51/2 aQZ�zQaw��x�v WINDOWS � KITGHEN is \ �, �_ �� _ 3V2 W��a�W��o��wQ��o B,4Y - TYP OF �OUR _ � � 1 � W z w�w�n ��. 82� � + � WEST �ooF ��LOw ��X�moZo�w�W� �aZ � (E) GOLUMN TO BE REMOVED I �ST = � m _ H�4LL BEDROO S °Q c�o�Q o~��°�o n� RE:STRUGRTURAL H�LL �� ±' � T. . DEGKI1�l6 I � 51 W-313 W-312 � � ��°a Z W x a LL cn c�Q z—a c�� =z��,�„�LL�gm�z�o � � 4 R W-316 -'� m � �L 8220 O ��8 m O � . . � . . . . A4.� m O � w��ia?�°woF°z�Ww=w-J-' i T � z cnzwuim a�jw�=OLL � � � w=- Z��—zz ¢omQ m � \�� N T IN6 GONGTOPPIN6 DIMTGH m :12 dJ � m o W�Uw�o�ccx�aoza~Q� � tf� — � — — — — — — — — \ i � o�c� �wa� �n�aZUJCn H � w G6 ° ��) GEILING BREAK � � UP _ � O � B�RORE ORDE INGETUB N ~ ��=o�°�w U�~Z��w�� S W � N \ i n i n � n II �� m S QF=OO�OX�t/iQLL��O�w �.,,I 2-4 3-0 3/4 8-6 - GOORD I NATE w/ARGH O � � ;�W�W W LL W=m;�¢�Z�N v I " �' � �� - 3 I/2 B��ORE REDU ING HALL v =��,,,,�n W o m � � Q GAS BBQ `,\ W I N D O W S E A T m 5��2 "; D I M�N S I O N Q �z'm��°Z~W>Z�z�'a°U � �� a. `n 31/2'O VANGP�B � ��WQ=u',°��°��°=�n� � 3-0 3/4 (N) GOLUMN RE: Q� / � R.O. w STRUGTUiZE (TYP) ��,\�' � II \ 52 _ 0 Zxaw~oo�a�°awLLZ°x EQ / � � N rJ ��2„ w�m��aLLxwLLC��o¢�� i � i I MIRROR ❑ � � LIN� O� (N) SHED GUT EXISTING WALL � � � � ROOF ABOVE � DOWN TO 36" AFF AT REMOVE (E) POWDER � `fl O � 00 O / � REMOVE EXISTING TH� LO�T ROOM - �RAME N�W �� . � � �� J � WINDOWS THIS WALL �LOOR AT LO�T LEVEL JJ �n I WEST KK � � SAND SET GONGRETE � � � � B,4TH 6 '! � O Z PAV�RS ON SLAB ON � �� • W-314 N � e � I'-2" i � � WAT�RPROO�ING ON EXISTING LOW 5-0 3/4 4-3 3/4 4-0 3/4 � HEADROOM STORA6E � N � �ROM�RAMI G � DEGK FRAMING RE: � (�) W�S� �.0. EQ A R • i i G Q � STRUGT - SLOPE I/8"/�T VERIFY WALL DIM WITH �� ii�i��ii�ii�i�� 1�I N I N� , , _ GL�ARANGES REQUIRED • • • • • • • � Og y�_31a � EXTEND GH,45E ,45 NEG�SSARY J/��jT RE: MEGH DRWGS A4.1 Q (�) GRPT �OR NEW FLU� �ROM BELOW DRESS (D � � STL PLATE TOP R,41L AND (N� WEST 2:12 � SUPPORTS w/ GABLE RAIL DEGK 2 LNLGEILING BREAK _ _ _ _ l 2:12 w-31� T. O. WALL � � DEGK RAILING T = VARIES w/ROO� SLOPE W r � �URR WALL AT EXISTING 5� (N) EXPOS�D GEILIN6 B�AMS � �GRIGKET� GHIMNEY SUGH THAT (N) � � ABOVE (2 THUS) w/WD � EXISTING LOW WALL TO UNDERSIDE STON� VENEER 15 PROUD O� D�GKING � GEILING TO � HEADROOM STOR,4G� \ I O� NEW ROO� �ROO� BELOW� �AG� O� NEW WP�LL Z � � + � M,4TGH EXISTIN6 � � m Z � T. O. WALL= 8221�_�� W a c, Q � 3' f�BO�/� WEST UPP L�/L (N) STON� V�NEER AT Q � O tt' � ��I � INTERIOR D�GKIN6 EXISTING GHIMNEY � � L I N� O� (E) ROO� ABO\/E �� x � w I - � � _ • � � � (N) �XTERIOR REGE55ED � � �o� � � � LI6HT5 IN SO�FIT ABOVE �;� � EXISTING WINDOWS � � � O (4 THUS) PRO�IIDE TO REMAIN �i � � HUMIDIFIGATION �i � � X WALL B�LOW fz00� TO END � SYSTEM � WEST UNIT�� F �� . . . . � � � O �� w�� J �I�, �'� L��l I N� N ' : +� Q �+ � � WEST SHEL� BELOW WINDOW SILL z U�� '� �� (E) 3izPT u' � DEGK I �OR WOOD STORAG� � � � � (E) GEILING � m X � ��. B�,�M m-��%;�� . � J �� WATER ROO� NG�ON D�E K �RAMING � � � �� '�-E: I/4" = I'-O" �OTES: NORTH � � � � �� ' � � RE: STRUGTURf�L - SLOPE I/8"/FT � I. THES� DRAWIN65 f�RE Bf�SED ON IN�ORMATION �ROM O Q � �/ � � . SL� � EXI5TI�1G DRAWING AND 50ME �IELD MEASUREMENTS BUT NOT � � M � DEGK �ROM EXTENSI�IE REVI�W OF AS-BUILT GONDITIONS. �� ' �� • O I 2 4 8 GONTRf�GTOR TO �I�RI�Y ALL EXISTING GONSTRUGTION AND � � � � GONDITIONS IN THE �IELD BEFORE NEW GONSTRUGTION � � � �� N � BE61N5 AND NOTIFY OWNER, ARGHITEGT AND STRUGTURP�L � — � � � � w � � �N6�NEER O� ALL DISGREPANGIES THAT REG2UIRE REWORK � O � �� O� THE PRO�'OSED DRAWI N65. � N � R II p W � Q- O O . L � !Il II 12 STL PL/�TE TOP RAIL AND � � Z , , � ' SUPPORTS w/ GABL� Rf�IL , � � b-6 4- _ -2�`=0'-� S-b � DEGK RAILIN6 24-10 ± z J NEW DEGK EXISTIN6 EXISTIN6 EXISTIN � � � E -r3�--t v2�� o m REi'Lf�GE (E) REPLAG� (E) LI6HT FIXTURE w/(N) A4� NEW STAIR w/ V�ID TREADS AND � WINDOWS EXT LIGHT �IXTURE - �ULL GUT-OFF RISERS (GLOS�D RISERS) AND STYLE PER TOWN GODE - VERIFY M�TAL RAIL ON WOOD STRINGER U GHT F I XTURE w/OWNER F D � �■� A4.2 A4.1 UPPER LEVEL PLAN V ° � � N f� � � � � � U r;' � � oX ti Q A4.2 L � � a . E � c A4.2 � � � o � 2 CO � � o °p • � M � I II M (� � X O � m U . � � 0 - t� � > �(N) f�SPHALT SHINGLES ON (E) . ��0� �� ROOF STRUGTURE BELOW '9 � /�� PAMELA W. dQ • REMO�(E (�) EXT�RIOR SIDIN6 AT WALLS B�LOW N�W ROO�- VERIFY � H�PKINS N�W W,4LL FINISH W/OWNER �.�J . � � . . �..� . . . . . . . . .. . . . . . . . . ABo � B-1165 v \ � b[18'-I" � EXISTING SKYLIGHT ABOVE �� P� � `��D ARC� � � REMOVE (�) WINDOW IKFILL/PATGH � � I WALL f�S REQ'D - INTERIOR F�N�SH TO MATGH EXISTIN6 (TYi' IN 3 LOGS) ° � � � ' �QO�U C7 �w W =Z�t�W J U Z Z c�2 �j W ZUO¢ a O��W� EXTEND LO�T �LOOR - GREATED z v��a v � W��X° > a��uu'i=w w FZ��wo° LOW HEADROOM STORAGE B�LOW � o w Z°o�� o z o`�Q� DN �a—��zc�� wo�zcc� � Q<nwc�F--wa N��c?owa GUT (E) Wf�LL DOWN TO MATGH • LINE O� ROO� ABOVE � Z=W�a�v Z �m�W a o (�) RAILING HEIGHT ' `_-' �oao�zaa o`�-�000� �(N) STANDIN6 SEAM MTL � ��= a w o J U�U�F�2 2 h�U W=W = C�iaQ�wC7�Z �cnOw�w�UU ROOF ROO� BELOW � . a Z��a��LLZ oo°��z T.O. �� D�GKI�� c� �n�o��cn�o a��x�zw EL. g222'_I" ' REPLAGE EXISTING � o a Q W o o w� �?�o m��- G d �?w W Ow�?o0 >aaYO~U WINDOWS o xw�-�cn=�z z�>z�� XTEND GI-IASE AS NEG�55,4RY � � � ' ' ' ' ' ' c� �m�n a�r a�n a o w a a�a �OR NEW FLU� FROM BELOW f�4.I 14 . WEST W�W W r �~ PL�N LEGEND ~m a¢ ¢ °� z¢Z j~ � . �zcn� W W OZZ��U�J�U -40 , o°Z�,�" �c��, zo� OFT o�o�°W000�oZ�o�WQ N�W �R,4M� WALLS w/G�LLULOS� ~_�W g� ¢�a J�N~Z m �u�iom`=�W�o°uir-u�i��¢� �¢UOJow-rzo�n aF- I3 I SOUND INSULATION =aZQZ�ao�o��w�� • W��a �ZO�,00z� �� XISTING GONSTRUGTION o�XO�°�o�w�'WO�w�� TO REM?�IN WZ ~WU�~ o � i QU' —tn O DU—� UO�n °=zac�vWiwaLLC�i�cg.��°°z?�aom // Q�� Z-2� QQ�, U� �W�j Q�f-}��J J N Q(n�J Za,�(�Zw W¢1FZ Q(/j W��I�i J—wc�W 2�0—Q O W W� (�J � W Q��W x O��~J Q Q LL W F�_ W F�w U�-U� vll-~—� wW�=�ZF�=zaozaoQa I ��x�zo�wv��z�c�� a a� �n az� W ��aw�c~i��z W mao¢�Zw� c��w�W W L�w2tnU, U U` ZC7N ' a�=oxooX��¢LLw�oaw . 2��~�(n W(�LLJ p O7�U�J UC7}W�OZ�(nW Z�QLLQOU I �ZO]�O}O(nJ�a W Q W W w �F W Q=W F J�J�tnNSZi(na' ��UI—Z�J�aO�Q~>-O W Qxaw oo�a��awLLZ== ?w�m��aLLxwLLC��o¢�� (N) ,45PHALT SHINGLES ON (E) I Z ROOF STRUGTURE BELOW � • � ' O �� I � J � o � I � �- : a �, W W � J . C.� W V � Z (' � �o�T ��1�� i�L.��l w a c� � J O A4� 2•3 SGALE: I/4" = I'-O" NOTES: NORTH � � Q I. THESE DRAWINGS ARE BASED ON IN�ORMATION � J W �ROM EXISTIN6 DRAWIN6 AND SOME �IELD � M�ASUREMENTS BUT NOT FROM �XTENSNE R�VIEW W > W F O� /-�S-BUILT GONDITIONS. GONTRAGTOR TO VERI�Y n/ J � A42 O I 2 4 8 ALL �XISTING GONSTRUGTION f�ND GONDITIONS IN �� O THE �IELD B��ORE N�W GONSTRUGTION B�61N5 ,4ND � NOTI�Y OWN�R, ARGHITEGT f�ND STRUGTURAL � a � �NGINE�R O� P�LL DISGR�PANG1�5 THAT REQUIRE � � J O R�WORK O� THE PROPOSED DR,4WING5. � � Q � � J ~ � J J ~ N — _ � 0 Q � � M > N d' I— � o � � � � N O w � n- a� o � � z � � z � - � � � � o m A 2.3 LOFT LEVEL PLAN D ROOF PL,4N NOTES: ROOF PL�N LEGEND A4.1 I. NEW ASPHF�LT SHINGL�S TO B� GA� f�SPHA�LT SHINGL�S, 3'-5" 20'-5 I/4"VERIFY-SET FRAMIN6 10"�ROM ED6E O�WINDOW R.O. 3'-II 3/4" "l^I�ATHERED WOOD", ON 30# ROO� FELT ON �ULL GOVERAGE WATERPROO� MEMBRAN� ON EXISTIN6 ROO� R00�BELOW� MAIN LEVEL -2:12 PITGH FR�MING (N) f�SPHALT SHINGLES , ON (E) ROOF �RAMING • 2. NEW METI�L ROOFS TO BE STANDING SEAM METf�L ROOF, I'-5 I/4' STANDIN6 SEAM METAL DARK GRAY ON HiGH T�M�'ERATURE �ULL GO\/ERF�6E 6'-3" 20'-I 3/4"YERIFY-SET FRAMIN6 3" FROM ED6E OF DOOR WATERPROO� MEMBRANE. ROOF BELOW AT GARAGF/BASEMENT LEVEL -2:12 PITGH ROO� � LOWER ROO� � �� U o rn 3. ALL OV�RHANG DIM�NSIONS ARE �ROM OUT51D� FAGE O� � (N) �AV� 4-D � N ti 5-r u� T o �N D o F R A F T E R. (N) STAND I NG 5�?�M METAL � u � c,�o c�o 4. AT ALL VALLEYS PROVIDE S�GOND LAY�R OF SEL� ROO� (DAizK 6R,�Y) ON (N) 2 � � I . I OVERFiANG DIMENSION (TYP) U �;' � ADHESIVE WATERPROO� MEMBRAN� L?�ID PERPENDIGULAR ROOF �RAMIN6 z � , z � O X TO THE FIRST AND WRAPPED UP ROO� 4'-O" �ROM VALL�Y. o I I (N) RAKE I I L � � 5. ALL RIDC�E AND EA�/E ELEVATION MARKERS ARE TO TOP cv Q O� SHEP�THING f��1D ROUNDED TO TH� NEAREST I/8". — I � LIN� O� I-HOUt� (WALL) �455EMBLY — — — — — — — — — — — — — . B�LOW ROO� - SE� BU I LD I NG 5EGT1 ON5 � tn 6. ALL NEW �A�/E, HIP AND WALL FLA5HIN6; GUTTERS AND AND A6. DRW65 �OR G�ILIN6 � DOWNSPOUTS; F�ND ALL ROOF PENETRATIONS ARE TO BE dJ �1 A55�MBLY LOGATIONS PAINT-LOG TO MATGH ADJAGENT MATERIALS, UNLE55 m � � NOTED OTHERWISE. N_ = CO LINE O� N�W ROO� (TYP) I � 7. VERI�Y LOGfaTIONS O� P�LL PLUMBING VENTS/P�NETRATIONS u NON-STRUGTURP�L ANGLED � p � BRAGE B�LOW (TYP) C d' � PRIOR TO INST,4LLATION -LOGATE AWAY �ROM ROOF �'ITGH -i W � M -� uJ } -3 AT LOW�R ROOF M � GHAN6E5, HIPS OR VALLEYS. LINE O� N�W WALL BELOW (TYf') Q � � W -4 P�T UPP�R ROO� � X O 8. VERIFY GONDITION OF ALL EXISTING SO�FITS; I � w � � m U RE�'AIR/R�PLAGE A5 NEGE55ARY. q. VERIFY ADDITIONAL GUTTER AND DOWNSPOUT LOGATIONS o ��/� O .� w/OWNER B�FORE INST,4LLATION. CV VJ � � 10. (E) = EXISTING � > - - - - ��) - N�W A4.2 W I �(NI STANDING O� �� 6ALVANIZ�D METAL z I S�AM METAL ROO�� - - - - DOWNS�'OUT w/H�AT TAPE TO � �� I HOUR ,455EMBLY NOT�S: E � - - - SPLASH BLOGK � GRAD� /�� PAMELA W, � z:12 � H�PKINS � I. PROVIDE ONE-HOUR WALL � G�ILING ASSEMBLIES �OR ON� A4.2 ,�q � FiOUR FIR� RE515TIVE S�PARATION BETIN�EN DWELLING BUILD UP f�T (N) B�f�M TO I w GREATE �AVE OVERHAN6 J � � B-1165 � UNITS. � I I � I I � I � i I � I i� � �� / � Q W � \C� 2. ALL ON� HOUR ftSSEMBLIES TO M�ET R�QUIREM�NTS OF '�' - y R302.3 OF THE INTERNATIONAL RE5IDENTIAL GODE. � � - - - - -- - - I - . I 2��2 � � ��D RG� 3. USE ��RE RATED GAULKING f�T ALL INTERS�GTIONS OF WALL b"VERI�Y I I I I I I � _ A TO G�ILING. � � � I� I l�) S�ru��+T A4.0 � I . . . . . . . . � a�°�W Z �_ 4. EXTEND I HOUR WP�LL A55�MBLY TO UNDER51 DE OF • , I - �Q'.O �w z v o Q a o��w� GRIGK�T SI-I�ATI-IING AT TI-105� LOGATIONS WI-f�RE GRIGK�T . � Z:I2 - _ _ _ _ �J W>a� � a"i�Q�a° STANDING SEAM METAL W owZ�o�� oZO�Q� OVERFRAMED ON ROO� AT WALL A55EMBLY. I I I I I I I � � � - °w �a��=Z w =o��w o 5. 5�E A 6 D R A W I N G S �O R I H O U R S E P A R A T I O N L O G A T I O N S. 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WP�LL= 8221'-I" LINE OF (N) w,4LL BELOW (�rYP) W � � 6f�LVf�NIZ�D M�TAL T 3' ABOV� WEST UPP LVL � GUTTER w/H�AT TAPE � 3 I/2:1 ± � � W EXISTING ROOF �� I INTERIOR D�GKIN6 I LINE OF (N) ROOF (TYP) � i — — — — — — — — — � � � - - - _ � , 2:�z � � W a � EDGE O� �XISTING I • _ `� ANGLED BRAGE BELOW (TYP) Q � O ROOF (TYP) I � (N) E,4VE RE: STRUGT � Q Rf�KE (N) RAKE � . 4�_�� • W,4LL BELOW ROO� TO END � � � �� O� EAVE � � � � � � (N) DEGK � WES � � m I LI�/ING ROOM SHEL� BELOW WINDOW SILL I �I � � O BiLOW �OR WOOD STORA6� I �OO� �i��I �1 � � � LINE OF EXIST�NC� BUILDIN6 ' 2.4. „ _ ,_ „ � > � O I • I SGP�LE: I/4 I O NORTH J BELOW TY�' � NOTES: /' � — � (N) ASPHALT SHIN6LE5 I I • I. THESE DRAWINGS ARE BASED ON INFORMATION �ROM �� ON (E) ROO� FRf�MING EXISTIN6 DRAWIN6 P�ND SOM� FIELD ME,45UREMENTS BUT NOT � � � .� : I �ROM EXTENSIVE RE�/IEW OF AS-BUILT GONDITIONS. J O I 2 4 g GONTRAGTOR TO VERI�Y �4LL �X15TING GONSTRUGTION AND � � � � GONDIT�ONS IN THE �IELD B�FORE NEW GONSTRUGTION I I BE61N5 AND NOTIFY OWNER, ARGHITEGT AND STRUGTURAL O O � ENGINEER OF ALL DISGREi'ANGIES THAT REQUIRE REWORK , O� THE PROPOSED DR/�WIN65. � M > GALY,4NIZ�D METAL I I . � � � � DOWNSPOUT w/HEAT TAPE - • � � TAK� TO GONG SPLASH BLOGK � � w � GRAD� (V�RI�Y) p � n- E D � ° z A4.2 A4.1 � � � z � - � � A4.2 0 � m A 2.4 ROOF PLAN NEW 2 PI�GE Ff�SGIf� TO METAL FRAME w/WELDED WIRE MESH D � MATGH EXISTING INF�LL � N�W GHIMNEY G,4P A4.1 ,44.2 NEW STONE VENEER � Ef�VE Ef�ST — EXISTING GHIMNEY STANDING SEAM METAL ROOF PROVID� GLAD MULL � T.O. (N) SHEATHING ON (N) ROO� �RAMING GOVER �OR 2X GOLUMN NEW ASPHALT 5HIN6LE5 � EL. 8233'-q S/8" , RE: ROO� PLf�N � BETI^I�EN WINDOW UNITS �XISTING ROO� STRUGTUR� • A4.2 WOOD BRAGE � 2 I �N) ASPHALT SHI�t6LE5 2 PIEG� WOOD FASGIA ON (E) ROO� �RP�MING IX8 HORIZONTAL WD : RE� ROO� PLAN LAP 51DING 12 GALVA�IIZED MTL GUTTER w/FiEAT TAP� (� O � � 2 � N f� "FRY REGLET" (OR EQUAL) X GORNER WOOD SIDING TO MATGH EXISTING uj � � MOLDING - 3/4" EXI'OSURE � �XST ON WALLS O� NEW DORM�R j � � TYP � HORIZ LAP SIDIN6 � _ � O Q - � - - � T.O. (E) PLATE V � � NEW GLAD WINDOWS (TYP) `� - � EL. 8226'_I" L' I T � m� � OO OO I BB GG (P�22F�.08') Q O cv O � = O — fn 2x8 WOOD WINDOW TRIM � � � I c° � m � � o DD � 10 Bl11LD UP C� STRUGT BEAM �1 Ix8 V�RTIGAL WOOD SIDING � � � TO EXTEND FAVE - VERI�Y � � ,QT GORNER AGGENT 12 ~ � O � � O � 2 � � � Ul'PER L�VEL EAST I T.O. (N) D�GKIN6 ST P T TOP R D � M � � SUPPORT w/GABLE R,41 L � 4" O.G.- TYP � ALL RA I L I NGS M cv �L. 8220'-O 7/8" - - - - - - - - - - C L J UPPER L�/L W�ST � Q O REMOVE (E) WINDOW - � T.O. (E) 17EGKINC� � m U I - i�ATGH/�ILL OPENIN6 TO � EL. 8218'-I" � (N) �XTERIOR LI6HT �IXTURE - EXIST M A T G H (E) W A L L (T Y P) C � ca FULL GUT-O�F STYLE PER TOWN P (B 2 1 8.0 8') � � > GODE - VERIFY LI6FiT F�XTURE O I. I �q B O O NEW 8X8 WD GOLUMN w/6" STEEL w/OWNER Z GOLLAR � B,45E r METP�L GUARDRP�IL I p / \ (N) BE,4M � (E) ROO� �Or C�� PER GODE (TYP) m � RE: STRUGTURE SAND SET GONGRETE PAVER �� °j =�o, WALKWAY (H�f�TED) TO ENTRY -- -- -- -- PORGH w/ (2) 5" RISERS AND � PAMELA W, �Q GONGRETE PAVER P/�TIO (HEAT�D) ON I5 0 � H�PKINS GONG SLAB ON MTL DEGK FRAMING � TRASH FNGL. R�: STRUGTURE (I) 15" TREAD RE: SITE PLAN �P� `'' B-1165 /� � MOI (N)�DEGKINGT � \ / � MAIN LVL WEST ��/�� /� EL. 820q'-8 I/4" - - - - - - I T.O. (E) D�GK I N6 `'�� \�� - - - - - - - - - - - - - - - - - - - - - - — — — E�. 820� -o A ` ` L J L L T.O (N) D�KING ST — I I I I (820�1.00') �Q LL o� o � T.O. W,4LL � I I I EXTERIOR M,4TER1,4L5 EL. 8208'-I I/4" � (N) SIDIN6 TO MAT H EXISTING � NEW =Z�W�J " z o>�_ � EL. 8206-6 ;�W�� ,,,�,Q��co � �� / � G O N S T R U G T I O N I N I L L B�L O W (E) �XISTIN6 AND PROPOS�D w o Q a o �w� T.O. �'A T I O I I GRADE ROO�ING M�TAL RIB - DARK GRAY o ��W�w � _�w�w o � E A S T /O O METAL �LASHING (TYP) i G A N T I L E V E R � I � �U o w LL-Z � �� ASPHALT SHINGLE - GA� - W�ATHERED WOOD > a��n�� -z�u'-i o�n E L. S Z O-I � �wSH I I I , �I O i�T� ��l�T I O� �a-�~Z C�� w o F z r l� � a<nwUF---wa N�V C�ow � �Y� � � I I I S I D I N G G E D A R - H O R I Z; Ix 8 L A P - G O L O R T O � °w z"'o�� o z o`�Q� �-101 S T A N D I N G S E A M M E T A L R O O� I I 3,O „ , „ _ ?�W Z��z o��o a°z GONGRETE PAVERS (HEATED) % I � w Q a U Q a z�z��¢ \ � �� I I MATGH EXISTING �, �,=��w==�, �m�� I I SGALE: I/4 = I -O - VERT• TO MATGH EXISTING �? °��°W z�Y o 0 0 0 o Z � SIT� STET�S RE: SITE PLAN � RE: ROOF PL,4N � NOTES � �°_��Q w o `� � � I � I GORNER M�TP�L - "X" GORNER MOLDING Q Z°��~��a �� (E) GARAGE �AST � � I � I I I I D�TAIL 3/4" E X P O S U R E _ �W Q o w�o Z �°o w w o U T.O. �N) SLAB �� ' � oaQWOOwo w?�r-mF�- WOOD �ASGIA TO MATGH �XI�TII�G I I (EAST SID�) c? ��o��n o a��x�zw � -� — — — — — — — — — — — — — �- — — — — — — — — — — -� > z �-�n a� ��x�x — — — — — EL. 8200.0' � - - - - - - - -� � O I 2 4 8 OTH�R WALL STONE - MOSSROGK - 6RAY o =W�°�_°Z Z�>Z°�� XT�1�O�G�4-�LTGI-TTS�'tT D � � c� �m�na�ra�n aowaa�¢ ROOF SOFFIT (TYP OF THREE� - J � - J �ASGIA WOOD - TO MATGH �XISTING GLASS PANEL M,4N DOOR DRAINAGE BOARD ON WATERPROOFIN6 50F�IT5 WOOD - Ixb T�6 NATURAL W m Q J J � �z ON GONG R�TAINING WALL z W W �; ,.o U GLASS Pf�NELS � 6UTTERS � GALVANIZED - DARK BROWN � � a F=��Z= Z o~ cna �WCn oxz DOWNSPOUTS M�TAL o�z"LL�=°�zW�`-'o�� OV�RHEAD GARAGE DOOR o��>�u�,°°z°-�o?�o°wQ (N) �DTN DR1�IN IN GRAV�L GUT STON� GAP k STONE VEN��R AT WI�lDOWS WOOD/GLRD - TO MATGH �XISTING Q�Z m��;Q�Q��Z m= B�D (TYP) - DRAIN TO EN6INE�RED GONGRETE RETAININ6 ' °`�~ SUMP PUMi' WINDOW TRIM BRIGK MOLD - PAINT TO MATGH EXISTING Q Q�°z�Q W��°°�X�U WALLS � DRIVE mz� ��w�,a� Z�m PLAG� �LASHING UNDER LAST LAYER WEST SIDE W��a�W�0000Z�w�� OF SIDING AND DOWN 6"± BELOW FOOTIN6 DR,41N - VERIFY LOGATION, TYPE AND WIrIDOW TRIM GEDAR - 2X8, SMOOTH - NATURftL o�W o�°a�°W��o�w�° GRADE AND OVER TOP EDGE OF o=z��°�LL�g n°z°o'� �OUNDATION INSULf�TION (TYP) MATERIAL w/WATERPROO�ING US�D AT WALL (EAST 51D�) z�-a Z_=Q LL cn c�Q z-a v g DOORS G,4R,QG� - �ROSTED GL,�SS PANEL Z��c�i�z w ui m o Z a�j w��LL ��wQa��o-QOwLLrn �n� EPST �NTRY - �R05TED GLP�55 PANEL °��w°��Q a�,�~~3 G LJ �t ww�=�ZF�=zaozaoQa MAN DOOR - �ROSTED GLf�55 P�NEL ��_�Z o�a�°N z a��N METAL FRAM� WITH WELDED WIRE �4'.I J8t4.O P<<F.O _ _��o��°W�,W o o m o�Q Y DOOR TRIM GEDAR - 2X8 - NATURP�L ��W�°W LL W=��a°Z�N a�=oxo �r Qaww�QW M E S H I N F I L L � N E W G H I M N E Y G A PF L f�S H I N G M�T A L P A I N T T O M A T G H ,4 D J M A T�R I A L S �c�>��o o��}a�z W Q°w N E W 2 P I E G E F,4 5 G I A T O �Z m�o o w o w MP�TGH �XISTING BRAG�S WOOD - 6X10, ROUGH SAWN - NATURAL ��o��Z��a o�a��o w Qxaw oo�a��awLLZ== �XTEND EXISTIN6 FLU� GFiflSE • • D�GK RAILS STEEL - STE�L PLATE GAP AND SUPPORTS ?w�m��a LL=w LL c��o¢�� AND GHIMNEY TO BE z' ' ' Gf�BLE RAILS f�BO�/E ANYTHING WITHIN 10' WOOD BRAGE (TYP) EAVE EAST � T.O. (N) SF+EATHING GHIMNEYS M�TAL GAP - WELDED WIRE MESH; Z � PAINTED - BLAGK NEW STONE �/ENE�R � • EL. 8233'-q 5/8" GHASE - MOSSROGK - 6RAY � �XISTING GHIMNEY • Ix 6 WOOD SOFFIT TRASH STONE - MOSSROGK - C�RAY � � ENGL05URE WOOD DOORS - 51DING, PAINT/STAIN � METAL GUTTER w/H�AT TAPE TO GLAD WINDOW (TY�') TO MATGH EXISTING � � DOWNSPOUT w/HEAT TAPE TO Q � REPLAGE (E) FIXTURE w/�N) SPLASH BLOGK AT GRADE O � RETf�INING STONE VEN�ER - GRAY MOSSROGK �XTERIOR LI6HT FIXTURE - FULL D WALLS BOULD�RS GUT-O�� STYLE PER TOWN GODE 13 14 2x8 WOOD WINDOW TRIM Q - VERIFY STYLE w/OWNER EX15T EXTERIOR REGESSED - S�E PLANS FOR LOGATIONS � � W EXIST "�RY REGLET" (OR EQUAL) X GORNER LIGHTING SGONG�S - "GORD�LIA LIGHTING, _ � GAPE GODE WALL MOUNT BRONZE J (N) STAIR w/WD TR�ADS, WD E X 1 5 T �� O Z MOLDING - 3/4" EXPOSURE � � � RISERS (GLOS�D) AND WD w TYP � HORIZONTAL LAP 51DIN6 N O T�: V E R I�Y A L L E X T E R I O R G O L O R S A M P L E S w/O W N E R STRINGERS EXIST � Ex�sr o z ELE1��4TION NOTES: W � Z � � EX15T � METAL �LASFiIN6 (TYP) I. THESE �L��/ATIONS (INGLUDING WALL H�IGHTS, � �LOOR �LEVATION P�ND ROO� PITGHES) ARE BASED � Q � O LOFT LVL W�ST � ON INFORMATION FROM �XI5TIN6 DRAWINGS AND � Q T.o. (E) DE��iN� ST,4NDING SEAM M�TAL SOME �IELD M�ASUREMENTS BUT NOT FROM � � EL. 8222'-I" ROO� - TYP � ALL NEW EXTENSII� REVIEW OF AS-BUILT GONDITIONS. ♦/� W (g222.Og') GONTRAGTOR TO V�RIFY f�LL EXISTING 2:12 R00�5 UPP�R LEVEL EAST � T.O. (N) DEGKING GONSTRUGTION AND GONDITIONS IN TH� FI�LD W > W ��`�. BEFORE NEW GONSTRUGTION BEGINS AND NOTIFY � i � 2 EL. 8220'-O 7/8" OWNER, ARGHIT�GT AND STRUGTURAL EN6IN�ER O� � O UPPER LVL WEST � (8220.07') ALL D15GREPANGIES THf�T R�QUIRE REWOfZK OF � � T.O. (E) DEGKINC� � � � THE PROPOSED DR,�WINGS. �/� � � EL. 82I8'-I" �� (g218.OB') O IX8 HORIZONTP�L Z. S�E G�NERAL NOTES SHE�T f�2.0, TYPIGAL � � J O � O WOOD LAP SIDIN6 GONSTRUGTION NOTES SHEET A4.0 AND GO�/ER (N) R,4ILING � (N) _ SHEET �OR ADDITIONAL IN�ORMATION. � � � � � � WAT�RPROOF DEGK OO OO Ix8 VERTIGAL WOOD SIDING 3. PLAG� FLA5HIN6 UNDER LA�ST LAYER OF 51D1�1G � � � .� � AT GORNER AGGFNT NNDER BOT 6"± OF VERTIGAL) AND DOWN 6"± J Z � ''�' � BELOW 6RADE f�ND OVER TOP EDGE OF � � o FOUNDATiON INSULATION. IX6 WOOD SIDING TO _ o I � � x � � — M,QTGH �XISTING � o STL PLAT� TOP RAIL AND O O � � �. SUPPORTS w/GABLE RAILS 4. ALL NEW �XTERIOR MATERIALS TO MATGH EXISTING � � M � � � � 4" O.G. - TYP � ALL UNLESS NOTED OTHERWISE. � RAILINGS EAST B�DROOM 1 � M,41N LEVEL EAST 5. EL�VATION GALL OUTS ARE ROUNDED TO THE MAIN L�/L WEST _ O T.O. (N) DEGKING NEAREST I/8". (V d- �- � T.O. (�) DEGKINC� _ EL. 820�i'-8 I/4" (820a.6q') � O � TO MATGH EXISTING 6. EXISTIN6 �LOOR f�ND RIDG� ELEVATIONS ,4RE N � EL. 820q'-O" - - - — _ APPROXIM,4TED B,4S�D ON KNOWN STRUGTUR,4L � � w � — — — — _ _ 1NFORMP�TION. O �� II PRO�'OSED GR,4DE I — ENTRY L�VEL EAST � n- PLAGE FLASHING UNDER LAST 6 ± OF I � - - T.O. (N) DEGKING � � SIDING f�ND DOWN 6"± BELOW GRADE I 1?�: SITE PLAN I � SAND S�T GO�iG PA�/ER STEP TO SAND - - - 7. ALL FIN15H 6RAD�5 TO DRAIN AWAY �ROM � O � AND OVER TOP EDGE OF I I � SET GONG PAVER PATIO RE: SITE PLAN I II EL. 8208'-I I/4" BUILDING. � z FOUND,4TION I NSULATION (TYP) � I I I � (8208.10) � � EXISTIN6 6RAD� I I 8. (E) _ �XISTIN6 z � � � - � I I (N) EXTERIOR LIGHT FIXTURE - � I (N) _ ��W � � � ��ST ��L��I�T I O� � I I I � FULL GUT-O�� STYLE PER TOWN I O � m � I I � GODE - VERI�Y L�GHT �IXTURE I I � � 2 I I I w/OWNER I PLAG� FLASHIN6 UNDER LAST L�4YER LEGEND: I I � - 3 THUS � THIS �LEVATION � I OF SIDING AND DOWN 6"± BELOW 3.0 SGALE: I/4" = I'-O" I I I I � I GRADE AND OVER TOP �DGE OF I I I I I �OUNDATION INSULATION (TYP) NEW GON9TRUGTION I I I II I I I I T.OR(N) SLAB T � _ _ _ _ � _ _ _ _ _ _ _ _ _ � � _ _ _ _ � _ � _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A3.0 � - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � EL. 8200.0' EXISTINGGONSTRUGTIONTO � � � � ]� � —I I REM�,iN BUILDING ELEVATIONS O I 2 4 8 � J � I � I � EXT�RIOR M�TERI�LS A4.0 ROO�I N6 METAL RI B - DARK GR,QY ASPHALT SHINGLE - GAF - WEATH�RED WOOD STf�NDIN6 SEAM M�TAL R�MOVE EXI5TIN6 SKYLIGHTS 2 PIEGE WOOD FASGIA SIDING G�DAR - HORIZ; Ix8 LAP - GOLOR TO ROOF - TYP � ALL NEW 2:12 ,4ND EXTEND ROO� MATGH EXISTIN6 ROOFS I METAL GUTTER w/HEAT T,4PE - V�RT; TO MATGFi EXISTIN6 BUILD U�' AT STRGUT BE,4M ' � � TO EXTEND �AVE - �RI�Y ' � GORNER METAL - "X" GORN�R MOLDING U O O� E,4VE EAST (N) SIDIN6 TO MATGH EXISTING � D�TAIL 3/4" �XPOSURE � N ti T.O. (N) SH�ATHING I � (N) D O R M E R W A L L (EAST SID�) � c,p cp OTHER WALL STON� - MOSSROGK - GRAY U �;' � EL. 8233'-G 5/8" �ASGIf� WOOD - TO MATGH EXISTING -� � X (8233.80') 1 NEW ASi�HP�LT SHINGLES ON � � � II EXISTING ROO� FRAMING SOF�ITS WOOD - Ixb T�6 N,4TURAL a T.O. (�) BE�M GUTTERS � G,4LVANIZ�D - DARK BROWN � NEW 2 PI�G� �ASGIA TO DOWNSPOUTS METAL MATGH EXISTING EL. 8230'-q" � WINDOWS WOOD/GLAD - TO MATGH EXISTING � (N) MET,4L GUTTER w/HE,4T T,4PE WINDOW TRIM BRIGK MOLD - PAINT TO MATGH �XISTING � � IX8 FiORIZONTAL = CO WOOD LAP 51DIN6 � �E) ROO� TO DOWNS�'OUT (W�ST SID�) w/HE,4T Tf�PE WINDOW TRIM G�DAR - 2X8, SMOOTH - NATUR,4L � � � � T.O. (�) PLATE (E,45T SID�) � M � — — — M (� EL. 8226'-I" DOORS 6ARA6E - FROSTED GLA55 �'ANEL � X O � (P�226.08') � �AST ENTRY - �ROSTED GLASS �'ANEL � m U I OO I O I STL �'L,4T� TOP RAIL f�ND MAN DOOR - �R05TED GLP�55 PP�NEL p "FRY R�6L�T" (OR EQUAL) X GORN�R I I � � � SUPPORTS w/G,4BLE RAIL � � � � MOLDING - 3/4" �XP05URE �- � �� DOOR TRIM G�DAR - 2X8 - NATURAL 4 OG - TYP � ALL RA I L I NGS � �- � TYP � HORIZONTAL LAP SIDING - \ �F / � � i �LAS+-IING METAL - PAINT TO MATGH ADJ MATERIf�LS U�'PER LEVEL E�tST BRAG�S WOOD - 6XI0, ROUGH SAWN - NATURAL OF CQ�/� � T.O. (N) DEGKING GONGRETE PAVER DEGK w/WOOD � �/�J EL. 8220'-O �i/8" 2� DEGK �ASGIA DEGK RAILS STEEL GABLE RAILS GAP AND SUPPORTS �'� (8220.07') /� PAMELA W. �d UPPER LVL WEST GHIMNEYS METAL GAP - W�LD�D WIRE MESH; � H�PKINS , r � � T.O. (�) D�GKIN6 PAINTED - BLAGK ��Q �.�/1 EL. 8z I P�'-I" GF+ASE - MOSSROGK - GRAY w ��N OO I O I (8218.OB') TRASH STONE - MOSSROGK - GRftY � B-1165 � NEW GLAD WINDOWS I I NEW GLAD Pf�TlO SL1D�N6 DOOR IN EHGLOSURE WOOD DOORS - SIDING, PAINT/STAIN � �� I I (E) DOOR OP�NIN6 (TYP OF 2) TO MATGH EX�5TIN6 �� G` �,�. . 2x8 WOOD WINDOW TRIM EX15T I I RETAINING STON� VENEER - GRAY MOSSROGK A MTL �LASHINC� FROM UNDER DOOR WALLS BOULDERS I I O O THRESHOLD TO BELOW P,4TI0 - GONTINU� SAND 5�T GONGRETE P/�VER � J 6" UND�R SAND BASE (TYP O� 3) EXTERIOR REGESSED - 5EE i�LANS �OR LOGATIONS Q Q o o� c� �w WALK (H�ATED) RE: SIT� PLAN � � � LIGFiTIN6 SGONG�S - "GORDELIA LIGHTING, =Z�n�W� �-? z Z `�_ G,4PE GOD� W,4LL MOUNT" - BRONG �W z`W'�� a W��o SpcND 5ET GONGRETE PA�/ER Z�-'��a v � w J��'x Z PATIO RE: SITE PLAN °w 3�?�W�'w � =�w�wo EAST B�DROOM IN O T E: V E R I�Y A L L �X T E R I O R G O L O R S A M P L�S w/O W N�R > a LL��'�� -z`Y u�i o�n MAIN LEVEL EAST 12 � owZ°o�� ozo`�Q� 2 � � Q<nwUF--wa N�UC�ow � T.O. (N) DEGKING MAIN LE\/�L WEST �a—� zc�� woFzrl� �L. 820�i-8 I/4 �82oa.ba� J� � �� T.O. (�) DEGKINC� r`�- �=~�a�=`� �°��wdo TOMATGHEXISTING — - - - - - - - - - - - - - - - �? °oa°�Zaa v~i a ZI-�Z(n(n�Y O��FZ EL. 82O�I�_O�� ,�_ �=p 0-000 - _ _ _ _ — — — — � � � �82oa.00�� ELEI��TION NOTES: ~ }2 �U =Z �U�F W W a Zw(nQ��LL� ��~~� --- � Z �O ��Z — — NEW 8X8 WD GOLUMN w/6" STEEL I I f�DD N�W STON� VENEER w/SLOPED I. TH�SE �LEVATIONS (INGLUDING Wf�LL HEIGHTS, � ��-,W o°w��-,�z °;°_��w I I GOLLAR � BAS� I � STONE GAP (SLOPE AWAY FROM FLOOR �LEVATION AND ROO� PITGH�S) ,4RE BAS�D � o Z a LL°o a� ��o=F= PATIO) � EXISTING 51TE WALL ON IN�ORMATION �ROM EXISTING DRAWINGS AND a �'w F o w�o o >a Q>o�� I PLAG� �LASHING UNDER LAST LAY�R I I o =W_��n=�z Z�>Z� � � � 50ME FIELD MEASUR�MENTS BUT NOT �ROM v �m�n a�r a�n a o w a a�a OF SIDING f�ND DOWN 6"± BELOW R�PLAGE (�) FIXTURE w/(N) � � �I EXT�NSIVE REVIEW O� AS-BUILT GONDITIONS. STL PLATE TOP RA�L AND I I GRADE AND OVER TOP �DGE OF I I EXTERIOR LIGHT �IXTURE - � � � � 1N��ST ��l�T I O I � GONTRAGTOR TO VERI�Y ,4LL �XISTING SUPPORTS w/ GABLE RAIL 0 I �OUNDATION INSULATION (TYP) FULL GUT-OF� STYLE PER I � GONSTRUGTION ,4ND GOh1DITIONS IN THE �IELD �„m o J � � c�z °� C�UARDRf�IL BELOW - MOUNT I � � TOWN GODE - VERIFY LI6HT � p3.1 „ , „ BE�ORE NEW GONSTRUGTION BEGINS AND NOTIFY LL`��,-LL ¢ o z Z �� _ RAILING �'OSTS AT GENTER OR I I � � FIXTURE w/OWNER � I SGALE: I/4 = I -O OWNER, ftRGHITEGT AND STRUGTURAL EN6INEER OF o°z�LL�?_��=o z o� WEST SIDE OF GONG WALL (NOT I I I I ALL DISGREi�ANGIES THAT REQUIR� R�WORK O� o��>�W°°°�o?�o°W Q VENEER) TO GLEAR LOWER ROO� � � I I � I I � I TH� PROPOS�D DR,4WIN65. F�o��W�oo�FNOZaF � • � J I JQUOa��ZUQZO�(9 W�m I 2. 5EE G�NERP�L NOTES SI-f�ET A2.0, TYPIGf�L a a z>z¢a W��x�� W��a�W�0000Z�w�� PROPOSED6RADE - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O I 2 4 8 GONSTRUGTIONNOT�SSHE�TA4.OANDGOVER �wX�v�wZ uin �LLavQ°z � � � �� J � SFiEET �OR ADDITIONAL IN�ORMATION. o�W o�Q�°W��o�"'�° I � � J °=Za��oaLLC�i�cg.��°°z?�aom EXISTIN6 GR�4DE 3. PLAG� FLASf-IIN6 UNDER LAST LAY�R OF 51DIN6 Z�a�°z w w'm��a�W�=o LL METAL �RAME w/WELDED (UNDER BOT 6 ± O� �/ERTIGAL) f�ND DOWN 6 ± ��w Q a=�o~a o W LL�~�J I I WIRE M�SH INFILL � NEW BELOW GRAD� f�rlD O�/ER TOP EDGE O� o��w o��Q a�,��3 � � GHIMNEY GAP �OUNDfkTION INSULATION. W w�_�?F�=z Q o z a o Q a NEW STONE VEN��R � �� a��"j�O�w�N � � 4. f�LL NEW EXTERIOR MATERI,QLS TO MATGH EXISTING F=Q°o�F Z W m a°Q o Z w� �XISTIN6 GFfIMNEY UNLE55 NOTED OTH�RWISE. ��W�W°'LL W=`��" "z"N E D a�FO?°oX��¢LLw�°�� A4.2 A4.1 N E W Z P I E G� �A S G I A T O ��}w~°Z~�W°°Q°ro� 5. ELEVATION GALL OUTS ARE ROUNDED TO THE ��m�o W o W�o��o=�� NEAREST I/8". axaw~oo�a�°awLLZ°= NEW ASPHALT Sf-fINGLES ON MATGI-I EXISTING z w�m��a LL=w LL c��o¢�� X15TING ROO� STRUGTURE STL PLATE TOP RAIL AND EAV� EAST 6. EX15T�NG �LOOR AND RIDGE ELEVATIONS ARE SUf'�'ORTS w/GABLE R,41L � APPROXIMATED BASED ON KNOWN STRUGTURAL � 4" O.G. - TYP � ALL RAILINGS � T.O. (N) SHEATHING INFORMATION. Z M�TAL GUTTER w/HEAT TP,PE , �4. (� EL. 8233'-a 5/8" "�RY REGLET" (OR EQU,4L) X GORNER �8233.80') �' g ILDIIN�H GRADES TO DRAIN AWAY FROM O WOOD BRAGE � (�) T.O. BEAM MOLDINC� - 3/4" EXPOSURE � � _ _ _ _ _ _ _ _ TYP C� HORIZONTAL LP�P 51DING 2 � IX8 HORIZONTAL WOOD LP�P 8. (E) _ �XISTING � J EL. 8230'-G" ' SIDING �� - N�w Q � 12 � (N) WOOD SIDING TO MATGH �XISTING � NEW 2 � NEW GLAD WINDOW (Tl'P) LEGEND: Q � WALL GONSTRUGTION � DORM�R (TYP) � � W �XTEND EXISTING �LU� GHASE NEW GONSTRUGTION � � (�) T.O. PLATE /-�ND GHIMN�Y TO B� 2' W � f�BOVE ANYTHING WITHIN 10' � EL. 8221'-I" , � I � �XISTING GONSTRUGTION TO � � (8226.OB') '�,- �{H JJ KK REMAIN � (N) DOWNSPOUT w/HEAT TAPE TO � �� Z � � � 2x8 WOOD WINDOW TRIM Z � � GONGR�TE SPLASH BLOGK � GRADE O O I W � STANDIKG SEAM M�TAL Q O / 12 ROO� - TYP � ALL N�W � Q � 2 2:12 ROOFS � � I .O. R DEGKINGST � W � — — — — — EL. 8220'-O 7/8" � � � UPPER LVL WEST T.O. (E) DEGKIN6 (8220.07') ^/ EL. 8218'-I" Id� J O r82�8.08�� _ (n — � J -� Q � - - - - - - - - - - �_� H � O BEAMWORK � SO�FI �_ �O O � ANGLED BR,4GE � J � UNDERSIDE O� � � j � s j � 6 � � O � •, � Gf�NTILE�/ER p � � - � m � .. ~ � I I �� w � BAY WIHDOW RE:�LOOR � � J � o I I I � -� � � �LaN � � N � SLOPED STONE o ° I I � 'n O O Q GAP ON (�) GONG = z RETf�ININ6 Wf�LL �- � DOWNSPOUT w/HEAT � M � �, � �_� TAPE B�YOND MAIN LEVEL EAST MAIN LVL W�ST � p � T.O. (E) DEGKIN6 T.O. (E) D�GKW6 — —I — — — � — — — — — — — — — — — — I EL. g20G'-B I/4" N � �' EL. 820�1'-O" r (12)RISERS� ID° � (820�(.6q') � (820�1.00') I , „ I �XISTING GRAD� � � � = 10-0 NEW STAIR w/WOOD TREftDS ff � w N�W STONE V�NEER � REMOVE (E) WINDOW - REBUILD �XISTING I I � RISERS (GLOSED RISERS) AND I � 0 a. EXISTING SITE WALL i'ATGH/�ILL OPENING TO WATERPROOF D�GK I I � GABLE RAIL ON WOOD STRINGER I PROP05�D 6RADE � M,4TGH (E) WALL (TYP) I I I - VERI�Y RIS�R HEIGHT IN�IELD I �D6� OF Bl11LDING � O z BE�ORE �RAMING STAIR - ADD I I I RISERS/TREAD AS NEG�SSARY NEW 8X8 WD GOLUMN ON (E) GONG S O U T� ��1��T I O I �1 I I I RETP�INING WALL TO MP�INTAIN 7-3/4" OR LE55 II I PLAGE FLASHIN6 UNDER LAST 6"t O� z � SIDING AND DOWN 6"± BELOW GRADE � 3.1 �� - �- �� I I I RISER HEIC�HT I � ?�ND OVER TOP EDGE O� O � m LOWER (�) SOF�IT � BLDG SGALE: I/4 I O I I � I I �OUNDf�TION INSULATION (TYP) GANTILEVER TO ALIGN w/B.O. I I I I I N�W DEGK I I I I I II � I II � � 2 4 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� � A 3. 1 � � � � � I I BUILDING ELEVATIONS 4'-0" D � I'-0" NEW ROOF GONST A4.1 A42 SEE NOTE � RIGHT Ef�ST � (N) T.O. WALL 12 � EL. 8132�-0�� 2 . A4.2 I MTL �LASHING U o � 12 MTL �LASHING � (N) STONE ' NEW ROO� GONST SEGTION LEGEND: a � � �lENE�R ON (E) GHIMNEY 8 , S�E NOTE � RIGHT � � � 6XI0 f�N6LED BRAGE (TYP) z I GUT EXISTIN6 �ULL HEIGHT Wf�LL DOWN ,±� � � � TO 36" ,4BOVE LOFT FLOOR NEW GONSTRUGTION U � � � / ;� �. O �� BUILT-IN �N) FLOOR GONST EXISTING GONSTRUGTION TO Q 4'-0" � K� I � ��H WINDOW S�AT S�E NOTE � RIGHT LO�T L�V�L W�ST REMP�IN • NEW ROOF GONST ry o O . � � .'j T.O. I7�GKIN6 � S�E NOTE � RIGHT � � . I-HOUR WP�LL � G�ILIN6 � E�. 8222'-I" � � ' � A55�MBL I�5 RE:A6 DRWGS Q ao GUTTER w/h1EAT TAP� � 12 WEST WEST WEST = � 2 � ' BEDROOM 5 H�LL �N) FLOOR GONST HALL . SEGTION NOTES: � o � W-312 W-313 SEE NOTE � RIGHT W-316 . C d' o � T.O. (N) WALL _ _ - - UPPER LEVEL - WEST I. THES� S�GTIONS (INGLUDING WALL HElGHTS, �LOOR � M � T.O. (N) DEGKIN6 M � �LEVATION AND ROO� PITGHES) f�RE BASED ON � EL. 8220'-2 I/4" EL. 8220'-O 7/8" IN�ORMATION �ROM EXISTING DRAWIN65 AND SOME � X O (8220.0�') �IELD MEASUREMENTS BUT NOT FROM �XTENSIVE � m U UPP�R LE�l�L ' R�VIEW OF AS-BUILT GONDITIONS. GONTRAGTOR T.O. (N) DEGKIN6 I - �- - - ,� - - � � � EL. 8z20'-O 7/8" 12 I I � I � I GOND�TRIONSPINL H�I F�LD B��RE NEW� �ND (� � � (8220.0�') � I I I UPPER L��/EL WEST GONSTRUGTION B�61N5 AND NOTI�Y OWNER, 8 I ' / I \ T.O. D�GKIN6 ARGHITEGT AND STRUGTURAL �N61N�ER O� ALL \ EL. 8218'-I" DISGREP,4NGIE5 THAT REQUIRE REWORK OF TH� F CQ SAND SET GONGRET� PP�VER � � OO \ / \ I /� I \ I \\ PROPOSED DRAWINGS. ,C�O �� ',4TI0- SLOP� I/8 /�OOT FROM / • \ I / I � I \ '9 BUILDING R�: SIT� PLAN ry o o EAST , EA�ST • �`f � � 2. THES� S�GTION DRAWINGS AR� �OR /�� PAMELA W, � � a � �� H,4LL 2 H,4LL I 18 K ' (E) Y"lE�afi � (�) V`1�5� ARGHIT�GTURf�L GOORDINATION AND l i j H�P K I N S � T.O. (N) TOPPING Y �I N�NO �-212 ( �-214 O � �\I �N�RY /� � '�#�,�� E) E N T R Y D O O R S I N F O R E G R O U N D R�P R E S�N T A T I O N O N L Y - S E� S T R U G T U R A L � I �2 I 22 DRAWINGS �OR �RAMING SEL�GTIONS. �, �L. 820a'-G 3/4" O \ (N) TOPPIN6 � (E) FLOOR �RAMIN6 \ 16 � / / I �� I �� I �4� (E) FLOOR GONSTRUGTION 3. VERI�Y ALL INTERIOR WALL AND GEILING �IN15HE5, �� B-1165 /� El�ST Ml�IN LE�/EL - SEE NOTE � RI6HT I I I / INTERIOR DOORS AND DOOR TRIM AND INTERIOR � .� � T.O. (E) DEGKIN� I \ I / I MAIN LEVEL W�ST WINDOW TRIM WITH ARGHIT�GT AND OWNER PRIOR n � \ � TO PURGHASE AND INSTALLATION. U�� G�� EL. 820�f'-8 I/4" ' � T.O. 17EGKIN6 AR (820q.0 G') . I EL. 820q'-O" 4. 5EE GEN�RAL NOTES SHEET A2.0 AND GOV�R 12" GONG PAVER STEP TO ��_p�� (8209.00') �Q,�o� o SHEET �OR ADDITIONAL IN�ORMATION. 0 RELOGATED f�NTIQU� PHONE Q o LL�' c� w w GREATE (2) 6" RISERS (�ROM 5. ALL FINIShi GRADES TO DRf�IN AWAY �ROM =z�,�n W �-? z Z �_ �INISHED �LOOR) � (U 12" TREAD ADD SOUND ATTENUATION BOOTI-f - V�RI�Y ELEGTRIGAL �w�W o¢ a o��w� • INSULATION � � (N) GYP REQUIREM�NTS BEFORE BUILDING. z v��a v � w?�`-'x� INSTALLATION 6. (�) = EXISTIN6 W o w�°o� = o z o`�Q`� BOARD � (E) �LOOR 31 > aLL�u`Li�w � �Z�u��io° (�) �OUNDATION � / I FRAMIN6 � Z �� E?ST EAST WEST (N) _ ��w W ��w��--W� ��Z�� a-� z STOR�4GE 2 H,4LL HA�LL � NEW GONG SLAB GONST � �_��w='=a �>>�°a _� �m� NEW GONG WALL GONSTRUGTION �-106 E-105 OO W-I 10 • S�E NOTE � RIGFiT I HOUR �SSEMBLY NOTES: � �o Q o�z Q a z�z��a S�E N O T E � R I G H T I � ��U}=�=o 00000Z / \ . I. PROVID� ONE-HOUR WALL � G�ILING f�55EMBLIES ? Z��a 3�LL°z �o o��z �OR ONE HOUR �IRE RESISTIV� SE�,4R,4TION � �a o o��°Z °o�o=�°w G,4RAG� - EAST ' B�T W E E N D W E L L I N 6 U N 1 T 5. W�z N o w�o W z a�m W� � T.O. (N) SLP�B a �? w � �L. 8200'-O" c� �m�na��a�n aowoaa�¢ 2. ALL ONE HOUR ASSEMBLIES TO M�ET ° =W~°�_°z Z�>Z°�� (8200.00') , . R�QUIREMENTS OF R302.3 OF TH� 2012 , INTERNATIONAL RESIDENTIAL GOD�. LL 3. US� FIRE Rf�TED GAULKING f�T ALL INTERS�GTIONS ��Q Q ¢ Q� z¢Z o� �U I �� I �lG S�GTI OI ` i�/ OF WALL TO GEILING. �ovi�LL�=ozZW°��_ zaZW �=�c�u�-�=�zov 2 4. ALL DOORS 1N ONE I-fOUR ASSEMBLY TO BE I HOUR °�o w'g��Q�a°Z�°��w u � u a �zc�azo wm 4'.O SGALE: I/4 = I -O �IRE ASSEMBLIES. ��om��W�°°zo�NOa�m J Q U O J�W-~ O > aQZ}zQaw��nw�U 5. 5EE A6 DRAWINGS FOR I HOUR SEPARATION �W��a�W��w Q��o WELDED WIRE MESH IN METAL LOGATIONS. o�W o�a�o W��F o?w�a FRflME � GHIMNEY Gf�P , „ D z�oaZ_=QLLCnc�az-avg o I 2 4 8 A4.1 a�-� o UU-J Uo� 2-0 T Y P I G�L G O N S T R U G T I O N N O T�S a=Z�"�"'�"7gma>��N �W��Q�f-}��J J N Q(n�J Za,�(�Zw W¢1FZ Q(/j W�=�I�i SHORTER LOGKERS AT N�W 2 PIEGE WD �ASUA N�W ROO� GONST °`��"'w°�o W�¢�>�~~� DRYW,4LL WR,4PPED STEEL NEW ROOF GONSTRUGTION � 2:12 ROOFS o��W�� > �-� B�AM - VERIFY SIZ� 5EE NOTE � RIGI-IT w W�F W}��=o a o�a�¢° STANDING SEAM METAL ROO� (GOLOR = DARK GRAY) ON HIGH ��_�Z o�n w c,��z �� B.O. STRUGTURE 4'1 � T.O. (N) WALL , TEMPER,4TUR� S�LF-ADHESIVE FULL GOVERA6E Wf�TERPROOF ��Q�W�F Z=m�°�o Z�N � I I' I 12 , 2 o MEMBR,4N� OV�R ROOF SHEATHING ON ROOF FRPrMING (S�E STRUGT) U�}w F o Z��W Z Q LL r Q U EL. 5231'-8" a�=°x°pX�`�¢LLw�°�� 2 WITH �OAM INSULf�TION (R-4G MIN) ON 6 MIL VAf'OR BARRIER. _ � ��W�W o o°'o a Y WOODLOGKERDOORS 2' I �zm�o>o�n�oawoWaww �� / / / / / / / / / / / / MATGH �ASGIA D�PTH N�W �LOOR GONST NEW ROOF GONSTRUGTION � EXTERIOR ROOFS Q X°a W�o o�a�°Q W LL Z°_ UND�R�RAME AT OVERFfAN6 TO ��W W�W�J��,�,_��,� �� / / / / / / � / / / / / / / . SEE NOTE � RIGHT zw�m��a�zw��oa�� HANDLE w/LOGK OR HASP �� / / / / / / / / / / / / / (� NORTH ELEVATIOI� 12 STANDING SEAM METAL ROO� (GOLOR = DARK GRAY) ON H16H FOR PERSONAL LOGK � � � � � � I � � � � � � � SOUND ATTENUATION TEMPERf�TUR� S�LF-ADHESIYE FULL GOVERf�6E Wf�TERPROOF MEMBRftNE INSULATION � ALL (N) � T.O. (N) W,4LL � � T.O. (N) WALL OVER ROOF SHEATHING ON ROOF FRAMIN6 (5EE STRUGT) Z VENT PANEL � DOOR EL. 8227'-2 3/8" W�LL FR,4MI�(G (TYP) : EL. 8227'-5 I/4" � � � � � � � � � � � � � � NEW SHINGLES � EXISTING ROOF GONSTRUGTION O � 0 � o 0 0 � 0 0 U U o a N�W �XTERIOR WALL GONST "G,4F" GLASS A ASPHALT SHINGLES (GOLOR = W�ATHERED WOOD) ON � � WOOD KIGK TO MftTGH WEST E�ST 5E� NOTE � iZ1GHT 30# ROO�ING �ELT OVER SEL�-ADH�SI�/� �ULL GO�/ERAGE WATERPROO� � J - NEW EXTERIOR Wf�LL GONST � , Q — DOORS , SEE NOTE � RIGHT � z B�4TH S �4LL MEMBRP�NE ON EXISTING ROOF FRAMING 6AR,46E � � NEW ASPH,4LT SHINGLES ON T.O. SLf�B m 4'-0" � o W-311 - 6 EXIST ROOF FRAMIN6 NEW EXT WALL GONSTRUGTION � � , NEW ROOF GONST � I SE� NOTE � RI6HT EXT ER IOR W A L L M ATER I A L (5 E E B U I LD I NG �L E�/f�T iO NS) O N B UI LD I NG � EL. 8200.0 5 E E N O T E � R I 6 H T \48 • W R A P O N W A L L S H E R T H i N 6 O N 2 X �R A M I N 6 (5 E E S T R U G T) W I T H � � W (13) I'-4 I/2" LOGKASL�LOGKERS = 17'-10 I/2" G�LLULOSE INSULATION (R-20 MIN). S�E STRUGTURAL DRAWINGS �OR � UPP�R LEVEL SHE,QR � BEARING W,4LL SP�GI�IGATIONS. GYP B0,4RD ON 6 MIL J � � T.O. (N) DEGKING VAPOR Bf�RRIER AT INTERIOR. W � NEW FLOOR GONST 12 . EL. 8220'-O �/8" � I'-3" �NSIDE DIMENSION FILLER SEE NOTE � RIC�HT 2 � � � EP�ST �8220.07') NEW FLOOR GONSTRUGTION ^/ � T.O. (N) WALL � � . �INISH FLOOR MATERIAL ON GONGRETE TOPPING WITH HYDRONIG HEAT � LL I ✓ I) i�OG�� EL. 8218'-O 3/4" O � � ST�IR OVER FRAME �OR ST�P AT TUBING ON FLOOR �RAMIN6 (5EE STRUGT) w/50UND ATTENUATION � � m -20 L/�NDING RE:UPPER LEVEL PL,4N INSULATION. W � � O I �lT��l Ofi� ��l�T l O�l ~ ° � 6UTTER w/HEAT TAF'E E�45T �,45T z �� ' NEW TOPPING � EXISTING E,45T UNIT MAIN LEVEL FLOOR 4 12 o ENTRY KITGHEN O O � ,� I T.O��N) D E G K I N G �INISH F L O OR MAT ERIA L ON GONGRETE TOPPIN 6 WITH HYDR ONIG HEAT � � � Q 4.0 SG�4LE: I/4° = I�-O�� bxl0 ROUGH SAWN BR,4GE a Q -208 -20 � � i � I � � . EL. 8215'-O I/2" �BING ON EXISTIN6 FLOOR FRf�MIN6. NOTE: NO GONGR�TE TOPPINC� �/1 — W O z o � / � . J � AT EAST BATH 2NANITY 2. �_!! � .o- b'-o" °= ,z-�° o � � � � NEW B�45EMENT/GONGRETE W,4LL GONSTRUGTION W ^/ R�PLAG� (E) SLAB WITH (N) o �, o c� �/ b EC�UU,AL GUBBIES FRAMING RE: STRUGTURE � q�z BUILT-IN I Z � �/ DRAINAGE MAT (AS N�GE55,4RY) ON 2" RIGID INSULATION (R-5 MIN) ON Id� L�■ O B.O. STRUGTURE � �Q ENTRY � �o � f ' �OUNDATION WATERPROO�ING ON GONGRETE �OUNDATION WALL (S�E � � W O O D G U B B I�S °j ,g'� G/�B I N E T R Y , • E r 4 5 T S T R U G T). G A R R Y W A T E R P R O O F I N G 1 2" A B O V E G R A D� W H�R E P O S S I B L� � � J � � ' � ST�41R (24" f�BOV� GRP�DE AT WEST WALL O� �f�ST UNIT). 2" FOAM � � O �W = MAIN LE�lEL - �AST INSULATION (R-I� MIN) AT INT�RIOR LI�/ING SPAGE. GYP BRD ON GOAT HOOKS MOUNT�D ❑❑❑ '� �s m � E-104 _ _ _ T.O. (N) DEGKIN6 > ON WOOD TRIM PIEGE m m� � ' EL. 820q'-8 I/4" V,4POR BARRIER � INTERIOR. J � -VERI�Y SPAGING ENTRY- E�45T ' (820q.bQ') - VERI�Y IF INSULATION REQUIRED ,4T GARAGE Q .+ � T.O. (N) DEGKING � � I 9 I 1 I I 1 I , „ m I TO MATGH EXISTIN6 NEW GONGRETE SLAB GONSTRUGTION � � WOOD BENGH w/WOOD EL. 8208-I I/4 r � J (8208.10) � 5/8 TYPE x GYP BOARD AT GONGR�TE SLAB w/HYDRONIG HE?�T TUBING ON 10 MIL VP�POR BARRIER SUPPORTS (OP�N BELOV�U � o o UNDERSIDE OF STAIR ON 4" GRA�/EL (PEA GRA�/EL OR LAR6EW ON GRADE (5�E � O N � � � STRUGTURE). R-I5 INSULATION. AT VAPOR BARRI�R O�/�RLAP 12", � O BOOT DRYER m SOUND ATT�NUATION INSULf�TION � �� „ SKI/B0,4RD RAGK z T- I LANDIN6 TAP� AND S�AL ALL PENETRATION AND ED6E5. - PROVIDE 4 PVG � � M � � P�LL (N) FLOOR �RAMING (TYP) ,� � T.O. (N) DEGKING BY OWNER �� THROUGH SLAB TO 6RAV�L LAY�R (S�AL VAPOR BARRIER G P�R A G E E�1 S T o � • E L. 8 2 0 4'-7 3/4" P E N E T R A T I O N). G O N T I N U E P V G U N I N T E R R U P T E D T O V�N T A T R O O� �O R WOOD BASE � W,4LL � „ „ BUILT IN GA�RAGE � ' f O PA551YE RADON VENTING. LOGATION TO BE D�TERMINED. PROYIDE T.O. SLAB I-I/2 �URRING SET 2 FROM �AG� O� a E-103 B�YOND (TYP) - � GABINETRY .� � � - - , GONGR�TE WALL -T'(PIGAL AT ALL LIVING E-102 �n � �L EGTR IG A L O UT L�T AT ATT IG �OR POT�NT I A L I N-L I N� �A N N d' I- EL. 8200.0 SPAGE w/GONG Wf�LLS AND BENGH � I f EP�ST (N) SLAB GONST. SEE INSTALLATION. � RE: 3/f�4.0 �� STORA�GE I NOTE � RIC�HT � � � b'-O" BENGH w/ 6 � f • �_1O3 O� W 3 EQUAL GUBBIES BELOW (1� B,45EMENT WALL GONST. � GARAGE - EAST MINIMUM REQUIRED R AND U VALUES FOR THIS PROJEGT O a, SE� NOTE � RIGHT � T.O. (N) SLAB (GLIMATE ZONE 6) Ur . EL. 8200'-O" • ROOF/GEILING (TO EXTERIOR) R-4q � � Z (N) �DTN DRAIN IN 6Rf�VEL BED ' (8200.00') � EXTERIOR WALLS R-20 � C� �LOOR (TO EXTERIO� R-30 � ��l G� ��l l� G U�� I ��/ �TY1'� - DRAI N TO SUMP i'UMP � • BELOW GRAD� Bf�SEM�NT R-l a GA�/ z � � or R-IS GONT p � m 3 I �lT��I Ofi� �1.��'�T( O�l , �U I �.I� I �1G S�GT I O�l � or R-13 GAV+R-5 GONT � o • SLAB R-10 (ADD R-5 �OR HE,4TED) • NEW WINDOW U-V,4LUE =0.32 4.0 �,�E: I/4" = I'-O" 4•O 5G,4LE: I/4" = I'-O" SEE TOWN OF VAIL ?�MENDMENTS TO DETERMINE IF GONTINUOUS R�QUIRED �OR TH15 PROJEGT A4■O o I 2 4 8 BUILDING SECTIONS G B ,4 A4.1 A4.0 A4.0 II (N) WINDOWS IN EXISTIN6 . (E) GONSTRUGTION BEYOND , OP�NIN65 E�45T (N) ROO� GONST V ° � (N) ROOF GONST • ; DRE551NG 3 9EE NOTE � RIGHT SEGTION LEGEND: a N ~ SE� NOTE � RI6HT � -30 � � � 13 13 , (N) IX SOF�IT (TYP) � � � �, X REPLAG� (E) FIXTURE w/(N) EXIST NEW GONSTRUGTION � � � EXTERIOR LIC�HT �IXTURE - EXIST SLOPED GEILIN6 SLQPED G�ILING SLOPED G�ILING L FULL GUT-OF� STYL� PER • Q EXIST N �LR GONST EXISTING GONSTRUGTION TO TOWN GODE • _ ❑ ❑ S�E NOTE � RIGHT �M�� • Exisr / WEST I � • � ❑ ❑ E�ST � (N) MTL PLATE AND GABL� EXIST B�TH 6 B�TH 3 (N) ROO� GONST � EXTERIOR - � � - I-HOUR WP�LL � G�ILIN6 � GUARDRf�IL i'ER GODE EX15T . E-314 HALL � Q ❑ ❑ -30 ry o ROO� - S�E NOT� � RIGHT A55�MBL1�5 RE:A6 DRWGS � � / � �� x = cD � � �16 � 2` ❑ ❑ � � 4_O T.O. GONG TOPPING SEGTION NOTES: � � O � �� - I/2 WALL � D�GK I 6 ' \�Z ' I E�ST EL. 8220 2 3/8 � M -p u, I. THES� S�GTIONS (INGLUDIN6 W,QLL HE16HT5, �LOOR M cv T.O. WALL 2 . ' STORAGE � ❑ ❑ �LEVATION f�ND ROO� PITGHES) f�RE BASED ON � X O �L. 8221'-I" i _ ' -30� � 12 UPPER LEVEL EAST IN�ORM,4TION �ROM EXISTIN6 DRAWINGS AND SOME � O O I E A S T _ _ T.O. (N) DEGKING �IELD MEASUREMENTS BUT NOT FROM �XTEN5IVE � m U Q - - T.O. (i i) WALL E L. 8 2 2 0'-O 7/8" R�V I�W O� A S-B U I L T G O N D I T I O N S. G O N T R A G T O R O UP�'ER L�VEL W�ST m EL. 821G'-4 I/4" S T�I R _ (8220.07') TO VERIFY ALL EXISTING GONSTRUGTION AND � � � T.O. DEGKINC� ' -2O . GONDITIONS IN TH� �I�LD BE�ORE NEW �L. 8218'-I" I I . f�NGLED BRAGE RE: STUGT � � > ( GONSTRUGTION BEGINS AND NOTI�Y OWN�R, ARGHIT�GT F�ND STRUGTURAL �NGIN�ER OF ALL - - - OO EO (N) �XTERIOR WALL GONST DISGREPANGI�S THAT R�QUIRE R�WORK O� TH� �OF CQ�/� NEW STAIR TO GRADE w/ WOOD SEE NOTE � RIGHT PROPOSED DRAWINGS. ,� �� TREADS, RISERS (GLOSED) AND � \I_ EAST EAST � 2. THES� S�GTION DRAWIN65 AR� FOR /�� PAMELA W, �� STRIN6ER5 AND MTL PLAT� AND c•r � E�4ST E�ST EP�T PANTRY BEDROOM I o ARGHIT�GTUR,4L GOORDINATION AND l� H�PKINS � GABLE R,4ILING PER GODE � � m = i�PiZES�NTATION ONLY - 5E� STRUGTURAL N ROO� GONST � EXTERIOR � , r �- � BEDROOM 2 LNDY H�L'L -206 -20 � o DRAWINGS FOR �RAMING SEL�GTIONS. �d�N O � °� �-215 �-213 E- 12 � ROOF - SEE NOTE � RI6HT �•�1 T.O. (N) TOPPING • Iq I4 � �` �L. 820Q'-G 3/4" � ' O � • o T.O. (N) T O P P I N G B-1 1 6 5 3. VERI�Y ALL INTERIOR WALL ftND GEILING FINISHES, � � 4-O EL. 820q'-q 3/4" INTERIOR DOORS AND DOOR TRIM AND INT�RIOR � � I / �� . 5E� NOTE � RI6HT WINDOW TRIM WITH ARGHITEGT AI�D OWNER PRIOR ��F �� I TO PURGHASE AND I NSTALLATION. \� AR�� Mf�IN LE�/EL - EP�ST • I - - - 12 BEDROOM I - EAST T.O. DEGKINC� _ _ _ _ _ _ �2 T.O. (N) DEGKIN6 . �L. 8209'-8 I/4" � , EL. 820G-8 I/4 4. SEE GEN�RAL NOTES SHEET A2.0 ,4ND GOV�R Q (g20�I.F�q') - - - . (820a.6G') LL o� o SHEET FOR ADDITION,4L INFORMATION. Z � EP�ST - - - TO Mf�TGH �XISTING =Z°�� -' z z �_ NEW EXTERIOR Wf�LL GONST ADD SOUND ATTENUATION I 5. ALL FINISH 6RADE5 TO DRAIN AWAY �ROM �W W�°� � W°Q��o S�E NOTE � RIGFfT ST,41R I - . BUILDIN6. z�J-'�'cc a v � w��"x Z INSU�ATION ,QND (N) GYi� . S O U N D A T T E N U A T I O N I N S U L f�T I O N ° 3��W�w � _�w�w o �-104 BOARD � (E) �LOOR �RAMING • � � ��o w .,= LL-z�n z�n � ALL (N) �LOOR �RAMING (TYP) MTL PLATE AND GABLE �„ o w�,,,o� ~ o Z o�Q� 6. (�) = EXISTING �a?F�zv� wo�z�� I GUARDRAIL PER GODE (N) _ �EW � Q w=a�w�a ?��c�o w (N) TOPPIN6 � (E) �LR FRAMING - I - - - >>--a 5EE NOTE � RIGHT E�T - - - , EP�ST `� "_~�"'__�' �m�`�� GYPBRDWR,4PPE STL � o��oWZ�Y Z�Z��Q ' MEGHANIG?�L H�t • G�R�GE BEAM RE: STRUGT s�oP�D sTON� caP - I HOUR P�55EMBLY NOT�S: � �°_�-'�a w o `� (E) �OUNDATION I E-10�7 E-105 ��ST. I E-102 SLOPE AWAY �ROM DRIVE ? Z��a 3��°z o 0 0 0�z � U U}2�__ ��U =Z I. 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U5� FIRE RATED GAULKING P�T ALL INTERSEGTIONS �m a Q a o� Z¢z �� BUILT IN LOGKERS z W W-�W��;�_->W RE: 4/P�4.0 � 3/A4.1 SAND SET GONGRETE O� WALL TO GEILING. z a o W o�?o o��=o 0 0� TRENU-f PAVER (HEf�TED) DRI VE °�o w'g c�'n�Q�'a°Z��i"°`�W�Q" �U I �� I �1G S�GT I O I � � DRAIN 4. ,4LL DOORS IN ONE HOUR ASSEMBLY TO BE I HOUR F�o m��W�o o��n��a� Jow-i-zo�no�aF-> (N) GONG SLP�B GONST - FIRE A55EMB�IES. �a�o a W�z�a z o�c�w�m 2 SLOPE TO FLOOR DRAIN aaZ>zaaW��X�� GONGRET� PAN AS W�u�i�a�W�oo��owQ��o �44.1 SE� NOTE � RIGHT �. 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(�) DE�K�N� NEW EXT WALL GONSTRUGTION � � � w S I M I L A R S H E L V E S • EL. 8222'-I" E X T E R I O R W A L L M A T E R I A L (5 E E B U I L D I N G �L E�/f�T i O N S) O N B U I L D I N G � � _ �L. 8221'-6 �/8" WRAP ON WALL SHERTHiN6 ON 2X �RAMIN6 (5EE STRUGT) WITH � I LOW H�ADROOM G�LLULOSE INSULATION (R-20 MIN). S�E STRUGTURAL DRAWINGS �OR � � m HANGING ROD - T.O. (N) WALL �2 � STORAGE SHE,QR � BEARING W,4LL SP�GI�IGATIONS. GYP B0,4RD ON 6 MIL J VERIFY MATERIAL - - - �L. 821a'-4 I/4" • VAPOR Bf�RRIER AT INTERIOR. � � g (N) �IN �LR MATERIAL ON (N) ELEG � � �� . _ MATT HEAT (OR HYDRONIG HEAT NEW FLOOR GONSTRUGTION � TUBES IN I/2" MORTAR BED) ON �INISH FLOOR MATERIAL ON GONGRETE TOPPING WITH HYDRONIG HEAT � � NON-STRUGTUR,4L I OV�RFAM� ON (E) STRUGTURE - NO TUBING ON FLOOR �RAMIN6 (5EE STRUGT) w/50UND ATTENUATION � + AN6LED BRAGE � � GONG TOPPING - TYP � BATH 2 � INSULATION. W � O � � z � ° OO (E) �� EAST ? EA�ST I = WEST v�,r�iTr 2 a - � � Z NEW EXT WALL GONST � H � NEW TOPPING � EXISTING E,45T UNIT MAIN LEVEL FLOOR Q J Q � \ Q p `� LIVINC� O BEDROOM 2 Q B�4TH 2 B�4T 2 �INISH FLOOR MATERIAL ON GONGRETE TOPPIN6 WITH HYDRONIG HEAT � � � n � m = SEE NOT� � RIGHT N - � E-ZII E-Z15 6 z E-Z17 I -Z2 (E) WALL 8 �LOOR � W O \ , O I TUBING ON EXISTIN6 FLOOR FRf�MIN6. NOTE: NO GONGR�TE TOPPINC� r � � � � � � � v FRAMING AT EAST BATH 2NANITY 2. � � W � T.O. (N) TOPPI NG '� . - � �L. 82oa'-9 3/4" . I NEW B�45EMENT/GONGRETE W,4LL GONSTRUGTION � J � (N) TOPPING � (�) �LR �RAMING - DRAINAGE MAT (AS N�GE55,4RY) ON 2" RIGID INSULATION (R-5 MIN) ON O �AST MAIN L�VEL 5EE NOTE � RIGHT _ �OUNDATION WATERPROO�ING ON GONGRETE �OUNDATION WALL (S�E � � T.O. (E) D�GKINC� _ STRUGT). GARRY WATERPROOFING 12" ABOVE GRAD� WH�RE POSSIBL� � � J � MAIN LEVEL- W�ST O m (24" f�BOV� GRF�DE AT WEST WALL O� �f�ST UNIT). 2" FOAM � � � �L. 820G'-8 I/4" • � T.O. D�GKIN6 INSULATION (R-I� MIN) AT INT�RIOR LI�/ING SPAGE. GYP BRD ON (P�20�1.0 q') . � o . �L. B20�I'-O" vVERRY I�F�N�SU ATIION REQUIRED ,4T GARAGE Q .+ � = g MELAMIN� OR , � 51MILAR SHELV�S I - • NEW GONGRETE SLAB GONSTRUGTION � ~ � � (N) GONG SHELF (TYP) RE: STRUG ' GONGR�TE SLAB w/HYDRONIG HE?�T TUBING ON 10 MIL VP�POR BARRIER � � �t . ADD SOUND ATTENUATION � '� MELAMIN� OR INSULATION AND (N) GYP ON 4" GRA�/EL (PEA GRA�/EL OR LAR6EW ON GRADE (5�E SIMILP�R BOTTOM (E) �OOTING - VERI�Y � BOARD � (�) �LOOR STRUGTURE). R-I5 INSULATION. AT VAPOR BARRI�R O�/�RLAP 12", O O � FR,4MING TAP� AND S�AL ALL PENETRATION AND ED6E5. - PROVIDE 4" PVG � � M � � o PANEL STORA�GE 2 MEGH,4NIG�4L I THROUGH SLAB TO 6RAV�L LAY�R (S�AL VAPOR BARRIER - � NEW GONG WALL GONSTRUGTION �-1 0 6 �-1 0�1 PENETRATION). GONTINUE PVG UNINTERRUPTED TO V�NT AT ROO� �OR 5EE NOTE � RI6HT (N) GONG SLAB GONST - SLOP� PA551YE RADON VENTING. LOGATION TO BE D�TERMINED. PROYIDE TO FLOOR DR,41N � MEGH ROOM �LEGTRIGAL OUTL�T AT ATTIG �OR POT�NTIAL IN-LIN� �AN N d' I- T.O. SLAB m 2" WOOD KIGK TO I • SE� NOTE � RIGHT INSTALLATION. � p � MATGH DOORS BAS�MENT - �AST I N EL. 8200.0' � T.O. (N) SLAB ' � � w � � I'-0" I'-3" I'-0" . �¢ �L. 8200-O , � , „ Q D R 5 OR T S PRO GT o � (GLIMATE ZONE 6) N � 1 I/2" I I/2" (8200.00') � • R O O F/G E I L I N G (T O E X T E R I O R) R-4 q � � Z (N) �DTN DRAIN IN GRAVEL BED • EXTERIOR WALLS R-20 � � ��T� I i� � i.�OG�� ( I �T��I O� �U I �� I 1�1G S�GT I O I �1 G • �LOOR (TO EXTERIO� R-30 � J (TYP) - DRAIN TO SUMP PUMP • BELOW GRAD� Bf�SEM�NT R-la GA�/ � 3 � or R-IS GONT p � m A4.1 a�ALE: 3/4" = I'-O" A4.1 or R-13 GAV+R-5 GONT � � SGALE: I/4" = I'-O" • SLAB R-10 (ADD R-5 �OR HE,4TED) • NEW WINDOW U-V,4LUE =0.32 SEE TOWN OF VAIL ?�MENDMENTS TO DETERMINE IF GONTINUOUS A�■ � R�QUIRED �OR TH15 PROJEGT O I 2 4 8 BUILDING SECTIONS B G F�4.0 A�4.1 WELD�D WIRE MESH IN METAL �RAM� � (N) GHIMNEY GAP NEW ROOF GONSTRUGTION , 5�E NOTE � RIGHT EXTEND GHIMN�Y TO BE TWO F��T ABO�/E ANYTNIN6 WITHIN 10 �E�T NEW 2 PIEGE FASGIf� TO I I SEGTION LEGEND: � � MATGH EXISTING _ (N) STONE VENEER ADD�D TO U � � EXISTIN6 GHIMNEY � N f� (N) RIDG� I • M�TAL FLASHIN6 d' � � T.O. SHEATHING 12 I NEW GONSTRUGTION � ti ti �L. 822a'-5 3/4" 2 . 2 I/2± ,}, o X EXISTING GONSTRUGTION TO ~ ROOF AT EAST REMf�IN U � � I X8 HORI ZONTAL WD I L I V I NG ROOM BEYOND L- Lf�P SIDING Q WEST � � i � I-HOUR WP�LL � G�ILING • FRY REGLET (OR EQUAL) X GORNER \ � �},4L� f�55�MBLl�S RE:A6 DRW65 � MOLDING - �/4" EXPOSURE W � TYi' � HORIZ L,41' SIDING O . W-316 I SEGTION NOTES: � � T.O. GONG TOPPIHG / 51 • I. TFiES� S�GTIONS (INGLUDING Wf�LL H�IGFfTS, FLOOR � o � 12 ELEVATION /�ND ROOF PITGHES) ,4RE BASED ON d. � �L. 8220'-2 3/8" \ ' I � � 2 IN�ORMATION �ROM EXISTING DRAWINGS AND SOME � M -p . �IELD MEASUREMENTS BUT NOT FROM �XTEN51VE M � UPPER L�VEL EAST - REVIEW O� AS-BUILT GONDITIONS. GONTRAGTOR � X O � T.O. (N) DEGKIN6 I TO VERIFY ALL EXISTING GONSTRUGTION P�ND � m U �L. 8220'-O 7/S" GOND�TIONS IN TH� �I�LD BE�ORE NEW � (8220.O�i') � — — GONSTRUGTION BEGINS AND NOTI�Y OWN�R, � � .� I I . � D SGR PANGI�nS HAT EQUIRE R�WORK OF TH� � � � I — _ � I i�ROPOSED DRAWINGS. � 2. THES� S�GTION DRAWINGS AR� FOR �OF C�� NEW GLAD WINDOWS (TYP) • � � ARGHIT�GTURf�L GOORDINATION AND 2x8 WOOD WINDOW TRIM I I � . I REPRES�NTf�TION ONLY - 5E� STRUGTURf�L �� DRAWINGS FOR �RAMING SELEGTIONS. � PAMELA W, �Q eO OO OO • EAST E?�ST � � WEST YV�ST � H�PKINS m - - - � 3. VERIFY ALL INTERIOR WALL AND GEILING FINISHES, � I ) W�� VP�NITY 2 B�4TH BEDROOM 2 BP�TH I �,(�'.�Q INTERIOR DOORS AND DOOR TRIM AND INTERIOR i - - - I N fi�Y �-2�6 217 i � -22 -23 WINDOW TRIM WITH ARGHIT�GT ,4ND OWNER PRIOR � B-1165 � I TO PURGHAS� AND INSTALLATION. �� MAIN LEVEL - EAST - - - - - I 32 . la • � 4 SHEET��OR f�DDI IONP�L�NF RMATOD GO�/�R `��D ARC� T.O. M) D�GKING � I EL. 8209'-8 I/4" I � 5. ALL �INISH 6RADE5 TO DR,QI�t ,4WAY �ROM TO MATGH EXISTING � _ _ _ _ _ � , , , BUILDING. =Z o o W U Z Z o= - (�) WEST I EXTERIOR WALL 6. (�) = EXISTING �W W�a F � �°Q�a o GRAWLSPAGE BEYOND (SOUTH WALL o Z"�� ~ ��'�x z MAIN LE�/EL WEST — - — � �N) _ ��w � QLL��=w w =Z��wo O� �ASTU�`11T) � °a?F°zU� °wooz�� LL1 �ul W U F--W tn-U T.O. (E) D�GKIN6 I � ' � ��o~w „= LL-z�nz�n ��. 820��-0�� i 2 WD TREADS w/I WOOD I r - - - � ' I HOUR �455EMBLY NOT�S: I RIS�R — T c�n a�'=ac�W�a =��?oa � — —I� - - - � (�) FOUNDP�TION P�ND r- Z?W�a��Z �m�w a o MTL PLATE AND GABLE � I HAL (�) �LOOR �RAMING I. i�ROVID� ON�-HOUR WALL � G�ILING ASSEMBLIES � °o a o�z a a o�o 0 0� GUARDRAIL PER GOD� � � I ADD SOUND ATTENUATION INSUL,4TION AND �OR ONE HOUR �IRE RESISTIV� SEi�ARATION � ��_}_�w o o� =Z I I I-I/2" F U R R I N G S E T 2" �R O M WJ I 1 0 J " " __ ~ B�TWE�N DWELLING UNITS. � Z°��W�a �� I I � � I (N) 6 Y P B O A R D � (E) �L O O R F R A M I N G ? -��a 3�LL Z �o o�,�Z �AGE O� GONGRETE WALL = �a Q o J�°Z °o�o�o o� -TYPIGf�L AT f�LL U\/ING I 2. ALL ONE HOUR ASSEMBLI�S TO M�ET c? �n W o�"'�n� �c��_�z w S L O P E D S T O N E G A P - � I 3O / � � Waz Np w�o w Z¢r-mwt- S L O P E A W A Y �R O M D R I V� SPAG� w/GONG WALLS � I O� REQUIREMENTS O� R302.3 OF TI-I� 2012 Y o Z a LL�o a� ��o=F= d �?wWOw�oO >aaYO-U I � � I /. INTERN,4TION,4L RESIDENTI,4L GOD�. o x w�-��n=�z z�>z�� HALL - WEST I I �U I �� I 1�G S�G T I O�l � c� �m�na�ra�n aowaa�a T.O. (N) SLf�B _ r_ _ _ �� _ 2 3. USE FIRE R,4TED GAULKING ,4T ALL INTERS�GTIONS EL. 8200'-O° ��—f—�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ' `�• SGALE: I/4" = I'-O" O� WALL TO GEILING. W Q W W r (N) �DTN DRAIN Irl 6RAVEL BED . 4. ALL DOORS IN ONE HOUR ASSEMBLY TO BE I HOUR �z�LL W W o z Z�o U�}o= (TYP) - DRAIN TO SUMP PUMP � �IRE A55EMBLIES. z°oWO�=oo��=�oo� ��o W g��Q�nQ�ZN��W w �. 5 E E A 6 D R A W I N G S F O R I H O U R S E P A R A T I O N a�z°'��W>o o��a� LOGATIONS. �a°oa°�zc~ia°zo�°w�m (N) GONG SLf�B GONST o > SEE NOTE � RIGHT O I 2 4 S aQZ}�QaW��w?X�� W��a��°0000Z�w�� u� �C�w_ w f= o �U w z m o Z O�w'n w w�w vaj Q �Q C��tn a O~U U�J�U O�n U �F Z a Z`n=Q LL c 7i�c�J Q�Z a�� TYPIG�L GONSTRUGTION NOT�S a��-��Jo�JJaQU7d'J Z��(�Zw W¢1FZ Q(/j W�=�I�i G B J�W Qa=KO—Q O W LL�~(nJ W��W x O��~�Q Q�F�� /� NEW ROOF GONSTRUGTION � 2:12 ROOFS °o��W��'=��>�>�� 4.� n4.0 ww�=�Z��=zaozaoQa STANDING SEAM METAL ROO� (GOLOR = DARK GRAY) ON HIGH ��_�Z o�a�°N z a��N TEMPER,4TUR� S�LF-ADHESIVE FULL GOVERA6E Wf�TERPROOF F=Q°o�F Z W m a°Q o z�� NEW ROOF GONSTRUGTION MEMBRAN� OV�R ROOF SHEATHING ON ROOF FRPtMING (S�E STRUGT) Q�=o=o o X��¢a w�o a W SEE NOTE � RIGHT WITH �OAM INSULf�TION (R-4G MIN) ON 6 MIL VA�'OR BARRIER. ��}w�o Z��W°o Q°}o� • NEW WINDOWS IN ��o¢=Z��°�`�°��ow NEW ROOF GONSTRUGTION � EXTERIOR ROOFS Q X a W'=o o�a�°a W LL Z=_ I EXISTING OPENINGS : (� NORTH ELEVATIOI� Z w�m��a"=W LL"�o`~~ I FURiZ GEILING 50 S T A N D I N G S E A M M E T A L R O O� (G O L O R = D A R K G R A Y) O N H 1 6 H P ITG H � �AG H S ID E T E M P E R f�T U R� S�L F-A D H E S I Y E F U L L G O V E R f�6 E W f t T E R P R O O F M E M B R�t N E OF RIDGE MP�TGFf � ' OVER ROOF SHEATHING ON ROOF FRAMIN6 (5EE STRUGT) Z (N) RIDGE � 12 2 T.O. SHEATHING NEW SHINGLES � EXISTING ROOF GONSTRUGTION O (E) GONSTRUGTION 13 14 2 EL. 8229'-5 3/4" "G,4F" GLASS A ASPHALT SHINGLES (GOLOR = W�ATHERED WOOD) ON � � EXIST 2 ��2±� (822a.48') 30# ROO�ING �ELT OVER SEL�-ADH�SI�/� �ULL GO�/ERAGE WATERPROO� � J NEW ROOF GONSTRUGTION E I • MEMBRP�NE ON EXISTING ROOF FRAMING � � sEE NoTE � RIGHT NEW EXT WALL GONSTRUGTION � � EXIST WEST V�RI�Y LOGATION w/OWN�R � EXTERIOR WALL MATERIAL (5EE BUILDING �LE�/f�TiONS) ON BUILDING � � OV�R FRAME P�T GRIGKET EXIST Z H� GUARDRAIL P�RGH BE�ORE INSTP�LLIN6 WINDOW WRAP ON WALL SHERTHiN6 ON 2X �RAMIN6 (5EE STRUGT) WITH � W �6 PER GODE OO G�LLULOSE INSULATION (R-20 MIN). S�E STRUGTURAL DRAWINGS �OR � � SHE,QR � BEARING W,4LL SP�GI�IGATIONS. GYP B0,4RD ON 6 MIL J SHEL�BENGH �OR WOOD EXIST : � o I NEW BEAM RE: STRUGT VAPOR Bf�RRIER AT INTERIOR. W � � STORAGE - TO FIT BELOW � � � � • N E W F L O O R G O N S T R U G T I O N � W EXIST WINDOW SILL . 2 ' , � • - o I �INISH FLOOR MATERIAL ON GONGRETE TOPPING WITH HYDRONIG HEAT � � (N) U P P E R L�V�L - W�S T TIJBING ON FLOOR �RAMIN6 (5EE STRUGT) w/50UND ATTENUATION � INSULATION. W � � O \ I - . T.O. GONG TO�'P�N6 EL. 8220'-2 3/8" NEW TOPPING � EXISTING E,45T UNIT MAIN LEVEL FLOOR � (�) UPPER LEVEL WEST (8220.20') �INISH FLOOR MATERIAL ON GONGRETE TOPPIN6 WITH HYDRONIG HEAT � � Q T.O. D�GKIN6 � N�W �LR GONST TUBING ON EXISTIN6 FLOOR FRf�MIN6. NOTE: NO GONGR�TE TOPPINC� �/1 � W EL.(g218I08') I SE� NOTE � RIGHT �URR (E) 2X4oFRAM� WAL� TO f�LIGN �'`T EAST BATH 2NANITY 2. �_!� � � NEW B�45EMENT/GONGRETE W,4LL GONSTRUGTION W�/ � ' w/NEW WALL ABO�/E ROO� - DRAINAGE MAT (AS N�GE55,4RY) ON 2" RIGID INSULATION (R-5 MIN) ON li J � O FURR � NEW FRAME WALL TO � R�PLAGE (E) DOOR �R,4ME AS REQ'D �OUNDATION WATERPROO�ING ON GONGRETE �OUNDATION WALL (S�E � ALIGN w/�URRING c� GONG I � STRUGT). GARRY WATERPROOFING 12" ABOVE GRAD� WH�RE POSSIBL� � � J WALL BELOW (24" P�BOV� GRP�DE AT WEST WALL O� �f�ST UNIT). 2" FOAM Q WEST / WEST E�tST E�15T � (NJ SIDING TO MATGH EXISTING � (N) � J O B�TH I BED 2 ATI'� 2 V/�NITl' 2 (�) �1�� XT�RIOR WALL IK�ILL B�LOW INSULATION (R-I� MIN) AT INT�RIOR LI�/ING SPAGE. GYP BRD ON > STEP (N) GONG �DTN WALL -23 -22 �-2 �T E-216 �N`fiRY EXISTIN6 G,4NTILEVER � WEST STAIR V,4POR BARRIER � INTERIOR. � WIDTH TO 5 I/2" ABOVE 46 a2 _2Z - VERI�Y IF INSULATION REQUIRED ,4T GARAGE Q .+ � SLAB LIN� RE• STRUGT � �' I NEW SAND S�T GONG PAVERS NEW GONGRETE SLAB GONSTRUGTION � � � � \ �J (HEATED) � ENTRY WALK GONGR�TE SLAB w/HYDRONIG HE?�T TUBING ON 10 MIL VP�POR BARRIER � � �� ON 4" GRA�/EL (PEA GRA�/EL OR LAR6EW ON GRADE (5�E � O N � WEST O, MAIN LE�/�L WEST STRUGTURE). R-I5 INSULATION. AT VAPOR BARRI�R O�/�RLAP 12", � O T.O. SLAB � T.O. DEGKIN6 TAP� AND S�AL ALL PENETRATION AND ED6E5. - PROVIDE 4" PVG � � M � EL. 820q'-O° �L. g20q'-O" (820�(.00') THROUGH SLAB TO 6RAV�L LAY�R (S�AL VAPOR BARRIER (820Q.00') I PENETRATION). GONTINUE PVG UNINTERRUPTED TO V�NT AT ROO� �OR (E) WEST � PA551YE RADON VENTING. LOGATION TO BE D�TERMINED. PROYIDE (N) FLR FIN15H Mf�TERIAL ON GRAWLSPAGE (N) GONG SLAB GONST : � � NEW Sf�ND SET GONG �LEGTRIGAL OUTL�T AT ATTIG �OR POT�NTIAL IN-LIN� �AN � o � 5EE NOTE � RIGHT PAVERS (HEATED) ON GONG INSTALLATION. � YVEST SLAB � WEST ENTRY � � w HP�LL MINIMUM REQUIRED R AND U VALUES FOR THIS PROJEGT o � (N) FIN FLR MATERIAL ON (N) �LEG MATT HEAT TAKE GRADE B,4GK FROM (N) BUILT IN BENGH AND GUBBIES �GLIMATE ZONE 6) \ (OR HYDRONIG HEAT TUBES IN I/2" MORTAR �OOTING RE: STRUGT • - W-I10 � � O ROOF/GEILING (TO EXTERIOR) R-4q � z BED) ON OVER�f�ME O�1 (E) STRUGTURE - NO � I • EXTERIOR WALLS R-20 � GONG TOPPING - TYP � BATH 2 d VANITY 2 N�W GONG WALL GONSTRUGTION � • �LOOR (TO EXTERIO� R-30 � J , �U I �� I �lG S�GT I O I � � SEE NOTE � RI6HT • BELOW GRAD� Bf�SEM�NT R-la GA�/ z � � HALL or R-IS GONT � T.O. SLAB or R-13 GAV+R-5 GONT � � m �' SGALE: I/4" = I'-O" • SLAB R-10 (ADD R-5 �OR HE,4TED) EL. 82oo'-O" • (8200.00') • N�w WINDOW U-V,4LUE =0.32 � SEE TOWN OF VAIL ?�MENDMENTS TO DETERMINE IF GONTINUOUS � R�QUIRED �OR TH15 PROJEGT A� Z O I 2 4 8 � BUILDING SECTIONS J�INflOY� SG��U�� I7001Z SG��i�U1.� LOGATION MFR. NO. OR 5�. ELEY. ROOM RM # OPERATION GUSTOM SIZE R.O. WIDTH 1?.O. HEIGHT HEAD HGT GLA55 REM,4RK5 SYM. NO. LOGATION RM # WIDTH HEIGHT THK. TYPE GL�455 MATL FINISH HDWR R�MARKS NO. A NORTH EAST BATH I E-201 AWNING G-AA-3030 30 3/4" 30 3/4" 8'-3" TEMP VERIFY TEMPERIN6 DU� TO SHOW�R DOOR LOGATION A I TRASH ENGLOSURE �-101 6'-O" (PW VARIES t2-I/4" 5 WOOD HORIZONT,ttL WOOD SIDING APPLIED TO SWINGING DOOR - (2) 3'-O" UNITS I SLOPED BOTTOM OF DOOR - VERIFY DOOR tiEIGHT w/STRUGT B NORTH EAST �ATH I E-201 AWNIN6 G-AA-3030 30 3/4" 30 3/4" 8'-3" B 2 EAST GARAGE E-102 16'-O" 7'-6" ±2-I/4" OH GL/MTL OH METAL AND FROSTED GL,455 OVERHEAD DOOR 2 G NORTH EAST BEDROOM I E-204 AWNING G-AA-3030 30 3/4" 30 3/4" 8'-3" . G Z � 3 �AST GARAGE �-102 3'-O" 7'-6" t2-I/4" S GL/MTL KEYED ENTRY METAL AND FROSTED GLASS DOOR TO MATGH OVERHEAD DOOR 3 D NORTH EAST BEDROOM I E-204 AWNI�16 G-AA-3030 30 3/4" 30 3/4" 8'-3" . D � VERIFY FULL HEIGHT OR GUT DOORS w/OWNER BEFORE ORDERING � � E WEST EAST BEDROOM I E-204 DOUBLE FiUN6 G-DHG-�660 36 3/4" 60 3/4" 8'-3" TEMP EGRESS WINDOW E � 4 EAST STORAGE I �-103 4'-O" (PW 6'-8" I-3/4" S WOOD EHTRY KEYED KNOB/LEVER AND/OR DEADBOLT - VERIFY w/OWNER - (2) 2'-O" UNITS `� U � � F WEST EAST �EDROOM I E-204 DOUBLE tfUNG G-DHG-3660 36 3/4" 60 3/4" 8'-3" F � KEYED KNOB/LEYER AND/OR DEADBOLT - VERIFY w/OWNER a N ~ [� 5 EAST STAIR �-104 3'-O" 6'-8" I-3/4" S WOOD E�1TRY 5 ., � SOLID GORE, 20 MIN DOOR (VERI�Y); AUTO GLOSURE;SMOKE SEAL � � G W EST E AST i'O W D ER E-20 5 DO UB L E H U NG G-D HG-30 60 30 3/4" 60 3/4" 8'-3" G � � ti ti � �� _ ROLL Ui' DOOR - U �, � TRANSOM G-AGP-3018-2 '" MULL BETWEEN UNITS � 7'-I I/2" f�BO�lE DEGKING � 6 EAST STORA6E 2 �-106 "1'-O" �'-2' RU MTL RUD tiARDWARE ��RIPY HEIGHT w/REQ'D hfEADROOM GL�ARANGE SE�ORE ORDERING 6 � H SOUTH EAST BEDROOM 2 E-215 60 3/4" 72-�/4" * 8'-7 I/2" TEMP . EGRESS WINDOW H (� -� � Q � GASEMENT G-AG-3054-2 � 7 EAST HALL E-105 3'-O" 6'-8" �-3/4" 5 WOOD EHTRY KEYED KNOB/LEVER AND/OR DEADBOLT - VERI�Y w/OWNER 7 V � LL � TRANSOM G-AGP-4824-2 * MULL B�TWEEN UNITS � 7'-I I/2" ABOVE DEGKING 8 MEGHANIGAL �-�p7 3'-O" 6'-S" I-3/4" S WOOD PASSAGE SOLID GORE, 20 MIN DOOR (VEFZIFY); AUTO GLOSURE; SMOKE S�AL 8 Q J SOUTH EA�ST LIVIN6 E-211 ab 3/4" 78-3/4" * a'-I I/2" TEMP . TEMPER LOWER UNITS J VERIFY LOGKING REQUIREMENTS WITH OWNER Z FIXED G-AGP-4854-2 • � � � � TRANSOM G-AGP-3642-2 '" MULL BETWEEN UNITS � 7'-I I/2" f�BO�lE DEGKING II EAST GLOSET I �-202 2'-4" 6'-8" I-3/4" S WOOD ENTRY KEYED KNOB/LE�lER P�ND/OR DEADBOLT - VEf21FY w/OWNEFZ II C — K EAST E,45T LIV�NG E-211 72 3/4" qb-3/4" *� 10'-7 I/2" TEMP . TEMPER LOWER UNITS K � '1 Z GASEM�NT G-AG-3654-2 Z 12 EAST BATH I �-201 2'-4" 6'-8° �-3/4" P WOOD PRIV,4GY USE HEAVY DUTI' HARDYVA� 12 Q � � � TR,4NSOM G-PST-xxxx '" B.O. MULL BETWEEN UNITS � 7'-I I/2" ABOVE DEGKING � 13 EAST DRESSIN6 �-2p3 2'-8" 6'-8" I-3/4" S WOOD PRIVAGY 13 = � L SOUTH EA�ST DININ6 E-210 3q I/4" 108-3/4" * a'-O 3/4" TEMf' . 84" R.O. (GUSTOM R.O. H�IGHT) SIDE LIGHT AND 21 3/4" � � � 51DE LI6HT G-GP55-XXxx (GUSTOM UNIT HEIGHT) TRRN50M TO MP�TGH WIND M � � 14 EAST POWDER �-205 2'-O" 6'-8" I-3/4" P WOOD PRI�/AGY USE HEAVY DUTY HARDINARE 14 � O � l.l-I TRANSOM G-PST-xxxx-4 '" B.O. MULL BETWEEN UNITS � 7'-I I/2" ABOVE DEGKING M W W IS EAST ENTRY �-208 3'-O" 6'-8" I-3/4" S WD/6L ENTRY KEYED KNOB/LE�lER AND/OR DEADBOLT - �lERIFY w/OWNER IS � M � M EAST EAST DININ6 E-210 �,�TIO SLIDER G-PS-xxxx-4 Iq0 3/8" 108-3/4" *� a'-O 3/4" TEMP . 84" (GUSTOM R.O. HEI6HT) DOOR AND 21 3/4" (GUSTOM UNIT � �6 EAST LAUNDRY �-213 5'-O" 6'-8" I-3/4" BP WOOD BYFOLD KNOB (4) I'-3" UNITS - VERIFY WIDTH w/FINISHED OPENING BEFORE ORDERING I6 � X O HEIGHT) TRANSOM z � O O G-AGP-36xx-2 '" HEAD t+EIG++T ABOVE ENTRY DEGKIN6 AND � 17 EAST HALL I �-2�4 2'-8" 6'-8" I-3/4" S WOOD ENTRY KEYED KNOB/LEVER AND/OR DEADBOLT - VEFZI�Y w/OWNER;SEE NOTE 5 17 � m U N EAST EA�ST ENTRY E-208 AWNING G-AA-3630 36 3/4" 84-3/4" * 8'-8 I/2" �..�0 DOW MWITH GENTERLINE OF MULL B�TWEEN UNITS AT N � IS EAST BEDROOM 2 �-2�5 2'-6" 6'-8" I-3/4" S WOOD PRIVAGY SEE NOTE 5 IS � � .� P NORTH EP�ST �NTRY E-208 FIXED G-AGP-XX24 "� 38 3/4" 24 3/4" '� VERIFY * MP�TGH DOOR WIDTH, SET SILL 7" ABOVE TOP OF DOOR P IG EAST VANITY 2 �-216 2'-6" 6'-8" I-3/4" P WOOD PRIVAGY VERI�Y EXISTING WALL DEPTH - USE HEAVI' DUTY HARDWARE IF P0551BLE 19 � 0- � Q E,45T E,45T BATH I E-201 AWNING G-,4A-3030 30 3/4" 30 3/4" 8'-3" TEMP Q 20 EAST B,4TH 2 �-217 2'-4" 6'-8" 1-3/4" P WOOD PRI�/AGY US� HEAVY DUTY HARDWAR� 20 - - 23 EAST B,4TH 3 �-302 2�-Q-�� 6'-8" I-3/4" P WOOD PRIVAGY U5� HEAVY DUTI' HARDWARE 23 ��0� �� DH TRANSOM G PUG 4830-2 � 5 EAST EAST BEDROOM 3 E-301 DOUBLE HUNG G-GDHG-4866-2 Q6 3/4" 96 3/4" * 10'-8" * MULL B�TWEEN UNITS � S'-2" ABOV� D�GKING 5 � � 24 EAST GLOSET 3 �-304 2'-4" 6'-8" I-3/4" S WOOD ENTRY KEYED KNOB/LEYEfZ AND/OR DEADBOLT - VERIFY w/OWNER 24 �� PAMELA W, � J w w � � H�PKINS � � T NORTH E,45T BEDROOM 3 E-301 DOUBLE HUNG G-GDHG-4866 48 3/4" 66 3/4" 8'-2" TEMP EGRESS WINDOW T � } 25 EAST BEDROOM 3 �-301 2'-8" 6'-8" 1-3/4" S WOOD PRI�/AGY 25 ^ � � � ' -� U NORTH EAST BA�TH 3 E-302 AWNING G-AA-3030 30 3/4" 30 3/4" 6-10 I/2" U � � 26 EAST STORA6E E-305 2'-6" 6'-8" I-3/4" P WOOD Pf�SSAGE 26 � � V NORTH EAST BATH 3 E-302 AWNING G-AA-3030 30 3/4" 30 3/4" 6'-10 I/2" TEMP VERIFY TEMPERING DUE TO SHOW�R DOOR LOGATION V �� B-1165 �� Q� W WEST EAST STORAGE E-305 GASEMENT G-AG-3048 30 3/4" 48 3/4" 6'-q" TEMP EGRESS WINDOW W � � 30 WEST HALL W-I10 3'-O" 6'-8" ONE HOUR S ONE HOU ONE-HOUR;LOGK ONE HOUR DOOR ASSEMBLY - WOOD �AGE � ERGH SIDE IF GORE NOT WOOD 30 �/n�� G�'�, \ �' z " AR � � 31 WEST HALL W-I10 2'-6" 1-3/4" S WOOD PASSAGE VERI�Y HEIGHT IN PIELD, GUT DOOR TO �IT 31 Z � ��F�, '" HEAD HEI6HT DETERMINED BY LANDING ELE�/ATION ABOVE � � � AA NORTH WEST STA�R W-III ,4W�1��16 PIG G-AGP-1224 �2 3/4" 24 3/4" TEMP . VEF2IFY WALL DEPTH FOR JAMB EXTENDERS IF REQUIRED �A o 32 WEST ENTRY W-220 2'-10" 6'-8" ONE HOUR S ONE HOU ONE-HOUR;LOGK ONE HOUR ASSEMBLY - WOOD FAG� � EAGH SIDE IF GORE NOT WOOD 32 � • VERIFY TEMPERING REQUIREMENTS WITH 51LL HEI6HT �Q LL o� o QF°u'w . z cwn= BB NORTH WEST FfALL W-316 GASEMENT G-AG-3042-2 60 3/4" 42 3/4" 6'-q" TIGHT TO BOTTOM OF HEADER; BB �3 WEST BEDROOM 4 W-222 2'-6" 6'-8" I-3/4" S WOOD PRIVAGY REPLAGE EXIST DR (Gf-IANGE SW1NG) ;SEE NOTE 5 33 �w Z v o¢ a o��w� PROVIDE GLAD MULL GOVEf2 FOfZ 2X GOLUMN BETWEEN Z c�°J>a� � a"i�Q�a� GG NORTFi WEST FfALL W-316 GASEMENT G-AG-3042-2 60 3/4" 42 3/4" 6'-q" GG 34 WEST BATHROOM 4 W-221 2'-4" 6'-8" I-3/4" S WOOD PRIVAGY SEE NOTE S 34 � -c>>w�'w v =�w�w o WINDOWUr11TSBBff GG � QLL��=� w rZrl�o� '� TIGHT TO BOTTOM OF HEADER RE :STRUGTURAL - VEfZIFY SILL DD � � � � � w o w�°w o� = o z o`�¢`� ftWNING PIG G-RGP-3624-42 35 WEST SEDROOM 4 W-222 6-O' (Pf� 6-8' I-3/4' SP WOOD BYPA55 PULL REPLAGE EXIST;S�� NOTE 5 35 � �a?��z v� w o�z�� DD NORTH WEST STAH? W-31-f -12 3/4" 108 3/4" '��lERIFY I-IEIGHT ABOVE FINISI-I FLOOR AT STAIR LANDING � Q�w a F-W w Q cn�c��o w ,4WNING G-AA-3627-2 VERIFY Oi'ENIN6 SIZE IN FIELD BEFORE ORDERING WINDOW 36 WEST LAUNDRY W-224 2'-8" 6'-8" I-3/4" S WOOD PASSAGE 36 F c�_��a�_� �m�W a o � ZF-W UZ � EE NOT USED EE 37 WEST BEDROOM 3 W-225 2'-6" 6'-8" I-3/4" 5 WOOD PRI�/AGY SEE NOTE 5 37 �' °o a°�Z a a o�o 0 0� � �L�2 Q W O -pU Z FF WEST WEST KITGHEN W-318 GASEMENT G-AG-3636-3 108 3/4" 36 3/4" '�VERIFY *TIGHT TO BOTTOM OF HEADER RE:STRUGTURAL �F } 38 WEST BEDROOM 3 W-225 5'-O" (P� 6'-8" I-3/4" 5 WOOD DUMMY KNOBS (2) 2'6" UNITS;SEE NOTE 5 38 ? Z��a 3�LL°z �o o��z �� +� � W �" �aQO��°Q o"z�O°� J GG SOUTH WEST KITGHEN W-318 GASEMENT G-AG-3636-2 36 3/4 36 3/4 VERI�Y ALIGN SILL WITf-I WINDOW �F GG � 3�1 WEST BAT1-I 3 W-226 2'-6" 6'-8" 1-3/4" 5 WOOD PfZIVAGY 5EE NOTE 5 3�i � �n�o��n�o a��_�z w z � waZWpww z � �� > ° QLL�n°a� �3�om~~ y ALIGN Ff�AD w/WINDOW GG � z 40 WEST FfALL 2 W-227 2'-6 6-8' I-3/4' S WOOD PRIVAGY SEE NOTE 5 40 a �w W o w�o o >a¢>o'=� u-1 HH SOUTH WEST FfALL W-316 GASEMENT G-AG-3042-2 60 3/4" 42 3/4" 6'-q" HH .� ° �m a-i a��a ai a o w a a�a -I ALIGN EAST JAMB w/EAST JAMB OF WINDOW GG � � 41 WEST BATFi 2 W-228 2'-O" 6'-8" I-3/4" S WOOD PRI�/AGY 41 � JJ SOUTH WEST DRESSING 6 W-315 GASEMENT G-RG-2442 24 3/4" 42 3/4" 6'-9" JJ � 42 WEST BEDROOM 2 W-22�f 2'-6" 6'-8" �-3/4" S WOOD PRIVAGY 42 Q�- KK SOUTH WEST SEDROOM 5 W-312 DOUBLE f-fUNG G-GDHG-4860 48 3/4" 60 3/4" 8'-2" TEMP EGRESS WINDOW KK 43 WEST BEDROOM I W-230 2'-6" 6'-8" I-3/4" S WOOD PRIVAGY 43 =m°m m � z a �w r-`naQ ¢ °w� oxz �r DH TRANSOM G-PUG-4830-2 44 WEST DRESSING W-231 2'-6" 6'-8" I-3/4" S WOOD PRIVAGY 44 0 o Z�,��=o��=o z o� LL EAST WEST SEDROOM 5 w-�12 DOUBLE FtUNG G-GDHG-4866-2 ab 3/4" G6 3/4" * 10'-8" '� MULL BETWEEN UNITS � 8'-2" ABOV� D�GKING LL 45 1NEST OWNER'S GLOS�T W-232 2'-O" 6'-8" I-3/4" S WOOD ENTRY KEYED KNOB/LEVER AND/OR DEADBOLT - VERI�Y w/OWNER- (2) 2'O" UNITS 45 0��'g w°°��o Z��w ��ow cn Q�Q .cri`��zmx 46 WEST BATH I W-234 2'-4" 6'-8" I-3/4" P WOOD PRIVAGY US� HEAVY DUTY HARDWARE 46 ��o m`��W°'-°�`�~o=~a i MM ERST WEST SATHROOM 5 W-311 ftWNING G-AA-4830-2 ab 3/4" 30 3/4" *10'-11 5/8" *TIGHT TO BOTTOM OF tiEADER RE: STRUGTURE MM �a�o a°�z c~i a°z o�°w�m mz�z�.�c��w�na�wz�m� W��a��°0000Z�w�� 48 WEST HALL W-313 2'-8" 6'-8" ONE HOUR S ONE HOU ONE-HOUR;LOGK ONE HOUR DOOR ASSEMBLY - WOOD PAGE � EAGH SIDE IF GORE NOT WOOD 48 �v'�`�m o Z o�w�W w�w�Z THE FOLLOWING W�NDOWS HAVE BEEN ORDERED f�ND INSTALLED PER BUILD�NG PERMIT #BI3-0242 0�"'o�Q�~"'"�~� ° �� o=z��°�LL�gmoz°o�' 4q WEST BEDROOM 5 W-312 2'-8 6'-8' I-3/4' S WOOD PRI�lAGY 49 z�o a Z =Q LL�n v Q z-a v� I NOT USED I - �a> �� W 50 WEST BATH 5 W-3il 2'-4" 6'-8" I-3/4" 5 WOOD PRIVAGY 5O z��?_�o o Q o W W��°� 2 WEST 1^1EST BEDROOM 3 W-225 PATIO SLIDER G-PS-�7280-2 -II 15/I6" 82 I/4" 6'-10 I/4"" T�MP 2 (� } ��w Q a LL � (� LL.I 51 WEST tfALL W-316 2'-8" 6'-8" I-3/4" S WOOD ENTRY KEYED KNOB/LE�lER �4ND/OR DEADBOLT - �/ERIFY w/OWNER- (2) 2'O" UNITS 51 0��w w o��Q a�,��3 � Q 3 WEST WEST BEDROOM I W-230 pRTlO SLIDER G-PS-�7280-2 -II 15/16" 82 I/4" 6'-10 I/4" TEMP 3 � � ��w"'"'z��`D z a W¢�m`� — 52 WEST BATH 6 W-314 2'-4" 6'-8" I-3/4" 5 WOOD PRI�lAGY VERIFY ROOM DIMENSION BEFORE ORDER DOOR 52 W��-�w>��=o a°�a°w a° Z � 4 SOUTH WEST B�DROOM I W-230 DOUBLE FfUNG G-DHG-2448-2 48 3/4" 48 3/4" 6'-10 I/4" 4 w�v a Z°w a�v N o°z c~.��W � x�� xr¢mz-~-w�i _I ��awocnr�zW�a�¢°Z"'� 5 SOUTH WEST B�DROOM I W-230 DOUBLE 1-IUNG G-DHG-2448 24 3/4" 48 3/4" 6'-10 I/4" 5 ��w�W°J LL�_`D�a w w Z Q N � '� a�=oxooX��n¢oJo�aY � � 6 SOUTH VV�ST BATI-I I W-234 AWNING G-AA-2424 24 3/4" 24 3/4" 6'-10 I/4" TEMP 6 �z m c�n�°Z~W>a cn Z w a°w � � �F W Q=W O J��tn�SZi(na' 1 EAST WEST BEDROOM 2 W-22Q GASEMENT G-AG-3654 36 3/4" 54 3/4" 6'-10 I/4" TEMP EGRESS WINDOW 7 a x a w~o o�a�°a w LL z°_ � ?w�m��aLLxwLLC��o¢�� Z 8 WEST WEST DINING W-31q PATIO SLIDEf2 G-F'5-1200G6-4 II� IS/I6" GS I/4" q8 I/4"" TEMP 8 � N G EAST VVEST STAIR W-31�f ��XED G-PA-30 I/2 63 40 I/4" 63 3/4" PARALLELOGRAM - SEE SEG �/A4.2 G �� I�s�� 10 NORTH WEST KITGHEN W-318 GASEMENT G-AG-20 I/2 41 41 3/4" 41 3/4" * *ALIGN S�LL WITH WINDOW F� 10 I� I II 50UTH WEST LIVING W-320 GASEMENT G-AG-20 I/2 65-2 41 3/4" 65 3/4" * �SET AT EXISTING HEAD HEIGHT II �, SEE FLOOR PLANS FOR DOOR LOGATIONS AND SWINGS. O Z 12 SOUTH WEST LIVIN6 W-320 GASEMENT G-AG-20 I/2 65-2 41 3/4" 65 3/4" * �SET AT EXISTING HEAD HEIGHT 12 � � 13 EAST WEST LOFT W-401 GASEMENT G-AG-20 I/2 65-2 41 3/4" 65 3/4" * *SET AT EXISTING HEAD HEIGHT 13 2. VERI�Y WALL WIDTH FOR DOOR �RAME WIDTH/JAMB EXTENSIONS. _ J � 14 EAST WEST LOFT W-401 GASEMENT G-AG-20 I/2 65-2 41 3/4" 65 3/4" * '�SET AT EXISTING HEAD HEIGHT 14 3. SEE WINDOW SGHEDUL� �OR PATIO SLIDING AND SWINC�ING UNITS. � 4. f�LL DOORS ARE TO BE SOLID GORE GONSTRUGTION, UNLESS NOT�D OTHERWISE. Q � 5. VERI�Y EXISTING 51ZE OF DOORS TO BE R�PLAGED BEFOR� ORDERING. a � W � 1 I I �t�O� �!��U�S� �� I ��S I �t O�� 6. DOORS 30, 32 AND 48 ARE ON� HOUR /�SSEMBLI�S TO MEET R�QUIR�M�NTS W � � OF R�02.� O� 2012 INTERNATIONAL RE5IDFNTIAL GODE. � � � I. ,4LL WINDOW Mf�NU�,4GTURER'S NUMBERS ARE FOR THE ASPEN GOLLEGT�ON f�ND SLIDING PATIO DOOR NUMB�RS � ARE FOR 5LIDING P�4TI0 DOORS A5 MANUFAGTURED BY SIERRA PAGIFIG WINDOWS �4 DIVI510N D� 51ERRA �. VERI�Y JAMB �XTENSIONS DIMENSIONS ON ALL EXTERIOR DOORS. � � P,4GI�IG INDUSTRI�S, UNLESS OTHERWISE NOTED. - IF ANOTHER Mt�NU�AGTURER IS USED GOORDINATE ALL R.O. � W/,4RGHITEGT BE�ORE �RAMING. S. f�LL �XTERIOR DOORS ARE TO HAV� WEATHER-STRIPPING AND 51LL5. � Q � 2. I� P�NOTHER WINDOW MANUFAGTUR�R IS US�D �RIFY ALL DIMENSIONS. q. EXTERIOR DOOR #IS TO HAVE A SYSTEM U-�/ALUE RATING O� .50 O 3. HEAD HEI6HT5 ARE �ROM TOP OF STRUGTURAL DEGKING. � � � Q 10. DOOR SYMBOLS ON f'LANS AND ELEVATIONS ARE NOTED ,45 OX J 4. VERI�Y HE�D HEIGHTS 61VEN �OR MULLED UNITS AT TH� EAST MAIN LE�/EL, AND �AST AND WEST UPP�R P�BBREVIATIONS � � � LE�/ELS SUGH THP�T G�NTERLINE O� MULL BETWEEN UNITS GAN B� AS LIST�D IN THE GOMMENTS SEGTION. � � W 5. WINDOWS f�-W TO Hf�VE �ftMB EXTENDERS, UNLESS NOTED OTH�RWISE. YERI�Y �XISTIN6 WALL DEPTN �OR S - SW I N6 � � � WINDOWS ftA-MM. P - POGKET O BP - BY-PA55 � 6. WINDOWS 4, 5, 6 AND 7 REQUIRE NEW H�AD�RS IN EXISTfN6 �RAME WALLS. RE; STRUGTURE BF - BY-FOLD �/'1 � J OH - OVERHEAD �� 7. WINDOW SUPPLIER TO VERI�Y TEMi'ERING REQUIREM�NTS BE�ORE ORD�RING. RU - ROLL UP � � � O 8. S�� BUILDING ELE�/�TIONS �OR VENTING OP�RATION. � J � � � Q. ALL VENTED UNITS TO BE PROVIDED WITH SGREENS. � � ^ 10. ,�LL GLAZING SHALL BE INSULATED LOW-E GLf�SS (5/8" AIRSPAG� MfNIMUM) SUITABLE �OR INSTALLATION � � � ABOVE 8,000' (ALTITUD�) f�ND TEMP�RED WHER� REQUIRED BY GODE. � � N � II. ALL WINDOWS AND SLIDIN6 DOORS ARE TO BE GLAD, UNL�55 OTH�RWIS� NOT�D - GOLOR = BRONZE (024) BY O O � SI�RRA PAGI�IG OR �QUAL. � J M � 12. GENERAL GONTR,4GTOR AND SUPPLIER TO GROSS RE�ERENGE PLANS AND EL�VATIONS FOR WINDOW QUANTITIES, SIZES AND LOG,4TION5. N d' I— 13. WINDOW SUPPLIER TO f�DVISE GEN�Rf�L GONTRAGTOR/,4RGHITEGT IF ADDITION,4L RE�NFORG�M�NT IS REQUIRED � O � AND GHANGES TO R.O. FRAMING. � N � O� W 14. V�RI�Y PRO�ILE BETW�EN �'RODUGT TYPES ARE 51MILAR, \/ERIFY �'RO�ILE OF ALL UNITS w/ARGHITEGT BE�ORE 0 a. ORDERING. � O Ur I5. S�E EL�VATIONS �OR WINDOW MUNTIN P,4TTERNS. � z � I6. WINDOW SYMBOLS ON PLf�NS f�ND �LE�/ATIONS ARE SHOWN AS O Z � � � I�. U-VALUE _ .28. O cB m � � A5.0 SCHEDULES % = Y %/ % — � / T.O. GONGRETE `; � I 8206'-3° ; � I % � I � I �� ; T.O. GONGRETE � I a � i 5206'-q" i '' r � i��'� �'i a � S D � �,,�� a , ,i A4J / .�� ,,,��%��% 8 % ,� r�, a � ; � % �_ °6 � � � i � � - - - � (j o rn a/ � . . , A , , I I � Nti � � , ; � � � c�o c�o ,"j . L J V d' � �j/ I � - - - � °'` � O X � � ; � I I � � a, � ° % . � I I � , a I HOUR ?�SSEMBLY NOTES: LEGEND: � L ai I � r - - - . � � � � � I. PRO�/IDE ONE-HOUR WALL � GEILING A55EMBLIES F ,� �i � FOR ONE HOUR FIRE RESISTI\/E S�F',4RATION i ' � I I ��5}� '� BETWEEN DWELLING UNITS. I HOUR GEILIi�1G ASSEMBLIES A4� .a e% � 819��11° I � � �N�� CO 2. ALL ONE HOUR ASSEMBLIES TO MEET � I � I I � � � REQUIREMENTS OF R302.3 O� THE 2012 � a i INTERNATIONAL R�SIDENTIAL GODE. A4� °i • j L _ _ _ J � �M � � i i � I-HOUR W/-�LL ASSEMBLIES a , 3. 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(N) WALL (YERTIG�L ��WZm°Z°�w�Ww�w�a EL. 8231'-S" 12 °zaoaZ�=aLL�n�Q°Ua�� 2 S�PARATION) �Z~ �LL7 Z��_ �55EMBLY ;W��o�~'��JJNaN�� Z��cn z w ui m F Z a�j w�=0 LL N J—wc�W 2�0—Q O W W� (�J � W Q��W x O��~J Q Q LL W F�_ W F�w U�-U� vll-~-� wW�=�ZF�=zaozaoQa 12 ��=�z'o�nwv°�z�c��' T.O. �N) WALL � ��a�o��ZWma�o°Z;� � T.O. (N) W,4LL EL. 8227'-2 3/8" ��}w�oZW�W°oQOraY EL. 8227'-5 I/4" Q�F°_°° �W¢ ; o W I HOUR GEILING � �� ZO]�O}O(nJ�a W O W aw W �F W Q=W F J�J�tnNSZi(na' (HORIZON,4TL QXaW�oo�Q�°aWLLZ°= ?w�m��aLLxwLLC��o¢�� W�� SEP�R�TION) ��H � �� SSEMBLY w-�ii - � Z � \48 O � � UPPER LEVEL � � �2 T.O. (N) DEGKING � 2 � EL. 8220'-O 7/8" � ��fi (8220.07') � � � T.O. (N) WALL O Q � EL. 8218'-O 3/4° L ��`O� /� � \` ��5� �� J 12 a �Nfi�Y KI��H�N O ,� I � T.O�D(N) DEGKING � -208 -20 � I EL. 8215'-O I/2" � � � ' �� s Z C' , � — - s wac.� 's O / � �Aa� � J � � s W � / E�1O14 T.OI (N) DEGKI G ST � � ENTRY- EPST EL. 820q'-8 I/4" � � � T.O. (N) DEGKING (820G.6Q') N J � O � TO MATGH EXISTING �� EL. 8208'-I I/4" � � � � (8208.10') - Q � � LftNDING � � O �� \ T.O. (N) DEGKING � � � � � EL. 8204'-7 �/4" � � ^ �,��,�� O � s E-�o� J � J E-IO2 ~ N / J- ��ro�� i � � Q 6 / �- � �-io� GARAGE - EAST � J M > T.O. (N) SLAB EL. 8200'-O" (8200.00') (V d- �- � O � �U I �1� ( �1G S�GT I O�l � � N � o w 5��T I O�l �OG�T I O�1 i��l \ � � � ° z 6.4 SGp�LE: I/4" = I'-O" z � � � � � � m A6.4 1 HOUR SEPARATION V ° � I HOUR W,4LL (YERTIG,4L L�GEND: a � � SEPARATION) ?�SS�MBLY � titi U r;' � � oX ��N� � I HOUR GEILIN6 ASSEMBLIES � � � U -�O� i' a . � � I � � I-HOUR Wf�LL f�55�MBL I�S � � Q � ❑ ❑ O � 2 CO y,�� / • �� I HOUR ,455EMBLY NOTES: � o � � � �+ � W�� ❑ ❑ ��+ � � c� \ ❑ ❑ -�� I. PROVIDE ONE-HOUR WALL ff GEILIN6 ASS�MBLIES O M � -�14 �� OR ONE HOUR �IRE RESISTI�lE SEPARATION � X O � �-��( 24 ❑ ❑ BETYJEEN DWELLING UNITS. � O O / T.O. GONG TOPPING � m U �2 EL. 8220'-2 3/S" 2. ALL ON� HOUR A55�MBLIES TD ME�T p I/2 WALL � D�GK �� \ �� \ / REQUIREM�NTS OF R302.3 O� THE 2012 C � ca T.O. WALL 2 �� ❑ ❑ INTERNATIONAL R�SIDENTIAL GODE. � �- � EL. 8221'-I" i _ -�0� 12 UPPER LEVEL �AST E�� _ _ _ _ _ _ _ T.O. (N) DEGKING 3. USE �IRE RATED GAULKING AT ,4LL INTERS�GTIONS T.O. (N) WALL ��I� - - - EL. 8220'-O 7/8" OF WALL TO G�ILI�1G. l 0 UP�'ER LEVEL W�ST EL. 821a'-4 I/4° `C� � �� (8220.07') � T.O. DEGKING -2O - - - 4. ALL DOORS IN ONE HOUR A55EMBLY TO BE I HOUR � �L. 8218'-I" — �iR� ,�ss�r-tBU�s. /�� PAMELA W. �dQ I - - - 5. EXT�ND I HOUR WALL ASSEMBLY TO UNDERSID� O� � H�PKI� r - - - GRIGKET SHEATHIN6 AT THOSE LOGATIONS WHERE i�ry�� \ �� ASSEMBLYVERFRAM�D ON ROO� AT WALL � B-1165 � �AS� �/-�S� �?�`�� P�NTi�Y ��Di�00M I �/� ,�� DROOM � 1�NDY �IAI�I� -2oC -204 �� T.O. (N) TOPPING �-215 �q �-21 �-212 14 D ARC �L. 820Q'-Q 3/4" T.O. (N) TOPPING / � EL. 820G'-�1 3/4" �Q,�o� o ptiU C7 W W Z F W W� V Z�}� > Q��t/7S� � 1-Z�(n0� MAIN LEVEL - EAST - - - 12 BEDROOM I - �AST �W W`-'°� � LL°Z�a o � T.O. DEGKIN6 _ _ _ _ _ _ �2 T.O. (N) DEGKING W Q U�ooF � oZ�w�Qo �a-�~zc�� wo�zrl� LL1 �ul W U F--W tn-U �L. 8 2 0�f'-8 I/4" E L. 8 2 0 G'-8 I/4" n J = �z� (g2o�1.6q') — — — (820q.b�i') � Z �c� � ��T TO MATGH �XISTING � aw=¢�W�-a ��?�a I HOUR G�I L I NG (HORI ZONT,4L sT�I� � - - - = Z=WZ��Z o��oaZ SEP?�RP�TION) ,hSSEMBLY �-104 � �°_��a w° Z��=z o_000� � UpU�F�22 1- W W a Z w c�Q��LL� ��~~� -� z �O ��z ��fi - - - �f��fi �� wa°zoow�o w?�=mo� M��W�N��A� {�I�t�l� ��I�� d �w W O w�o O Y a a Y O~U �-I0�7 �-��J E-�02 � =o-F � �mina��aai aowaa�¢ ��c�� 3O �-�� o 0 0 0 0 0 0 0 0 0 0 0 ] �_�o� �a \ W�W W r O U MEGHP�NIGAL O GARf�GE - EAST °°z�o>_��c��_°z o� � T.O. (N) SLAB T.O. 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(N) WALL �L. 8z22'-I" Q � EL. 8221'-6 �/8" _ � � r.o. ru� wn,�� ,2 - � J EL. 821G'-4 I/4" I � � � 8 00 - t� W � � Z � - w t� 0 �� - W�� a �iYiN� ��ooM � ��.�� - �� J � � �-211 \ �-215 �-21� I -22g �/� � � � T.O. (N) TOPPINC� W > W EL. 820a'-9 3/4" � � E�ST M��N �� _ �/� J v O � T.O. (�) DEGKINC� - MAIN LEVEL- WEST �// � � EL. 820G'-8 I/4" � � J O (g20G.6G') T.O. DEGKINC� � �L. 82�Q�-�� Q J � � � - J ~ � J I HOUR W,4LL (1/�RTIG,4L � � N � I SEPP�R/�TION) �55�MBLY � O O Q �� J M � ��OR�C�� M�GW�NIG�,1� E-lo� �-l07 I HOUR G�I L I NG (HORI ZONT�L N d- �- SEPA�RATION) ,455EMBLY � o � BASEM�NT - EAST � N � � T.O. (N) SLAB � w EL. 8200'-O" � n- (8200.00') � � (� � Z � � �U I �I7 I �lG S�GT I O�l G � � m , S�fi'�fi��T I O�1 �O G�T I O�1 i��l � � 6.5 �ALE: I/4" = I'-O" A6.5 1 HOUR SEPARATION — V ° � (N) RIDG� L�GEND: a � � � T.O. SHEATHING �2 � o � �L. 822a'-5 3/4" 2 2 I/2± ,�, ' X I HOUR GEILING ASSEMBLIES V � � I HOUR W�LL (VERTIGAL � 5�P,4R�4TION) A55�MBLY Q . I \ �� / �� _ � W_�� i I � I-HOUR Wf�LL ASS�MBL I�S � Q � O � T.O. GONG TOPPIHG / SI � � a�0 �L. a22o�-2 3�a�� \ ' i 2 I HOUR �455EMBLY NOTES: � M � I. PROVIDE ONE-HOUR WALL � G�ILING ASSEMBLI�S � M � UPPER L�VEL EAST - FOR ONE HOUR �IRE RE515TI\/E S�PARATION � X O � T.O. (N) DEGKIN6 I - BETWEEN DWELLIN6 UNITS. � �L. 8220'-O 7/S" m U (8220.O�i') � — — 2. ALL ON� HOUR ASSEMBLIES TO MEET � � .� REQUIREM�NTS O� R302.3 O� THE 2012 - - INTERNATION,4L R�51D�NTIAL GODE. � �" � � 3. USE �IRE RATED GAULKING AT ALL INTERSEGTIONS r I O� WALL TO G�ILING. l Or C�� I I / I 4. ALL DOORS I N ON� HOUR A55�MBLY TO BE I HOUR �� fi ��fi � � �� fi FIRE f�SSEMBLl�S. � PH�PKINS �� ) W�� IAfNIfiY � �,4fiH � ��ROOM � �,�`�H I 5. EXT�ND I HOUR WALL ASSEMBLY TO UNDERSID� O� �iq � � I Nfii�Y �-21C E-217 I -22 -2� GRIGKET SH�ATHING AT THOSE LOGATIONS WHERE � w I GRIGKET OVER�RAMED ON ROO� AT W�LL � B-1165 �/ I — — — I -22 I � ASS�MBLY. � ,� � MAIN LEVEL - EAST � — — — — — I 32 �a � `��D ARC�� T.O. M) D�GKING � I EL. 8209'-8 I/4" I � �820q.69') — — — — — — - � TO MATGH EXISTING ' — — - - — =Z°�� c; Z z �_ �QLLO�- O MAIN LE�/EL WEST I � — (�) W�ST ° 3��w�a-'w w =��w o _ w�W O¢ a O��w� T.O. (E) D�G K I N C� I � GRAWLSPAGE w o w�°w o LL' = o z o�?z°� 11�(/7S J F CL � �aZ��zv� woFz�� LL1 �u l W U F--W t n-U �L. 8 2 0��-0° � I I r - - - � I H O U R G E I L I N G (H O R I Z O N T A L I I � I � _ �v � � aw=¢�W�-a ��?�a I I � � I - - �� SEP,4R,4TION) ?�SSEMSLY = z=W z��Z ��a Z c? o�¢p"�Z¢a z�z��¢ � ��_}_¢w p O o O O O Z a �cna��z �o��z I I � � I W-IIO � Z°�J�W,-a c,��F�� I 30 / � oaQWOOwo o?o=mw� �� O = �Wa�w�°Z � zw °� HALL - WEST I I � � I / > Z LL(n a� ��=o=F= T.O. (N) SLfacB � I a �?wWow�oo >aQ>o-� � �mina��aai aowaa�¢ — — — — — — — — — — — — — — — — �- - - �� — EL. 8200'-O° ��- -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WoW W r o� � � �ma? ¢ °wcn oxZ �� zcn� W W OZZ��vO��U �U ( �.1� ( �1G S�GT I O�l � � °�o�o>==��=�ZO� o��>�WopO�oZ�o�WQ ��owg� ¢�¢-'cri`nr-zm= Fc�i�Om Jpw��ZOV~i��a�� 2 5��TIO�1 �OG�TIO�I ��1 �a�o Z�azo mz�Z��w�a�wz�mm W��a��0000z�w�� 6.6 � � ��W_ �wQ�Qo SGP�LE: I/4 = I -O Q�X��Wwo�wgmQ�w�N oFWZ�a�FwU��o� �� II I II Q(��UJ O DU J UO�U Z=Zd Ql�ic/7 U ZZaO Q�� Z-2� QQ�, U� �W��~�O�J J�a N�� NI RID6E �?wQa=�o�QOWLL�� 12 � T.0. 5HEATHING o��Wxo��Qa�,�� 12 2 o��W�c��=w�>�r�3�� 2 I/2-� EL. 822G'-5 �/4" Ww�'=�?��~zZOZaoma + �822�i.48') ��=�z'o�w�°az�c��¢�n a a� �n az� W ��aw�c~i��z W mao¢�Zw� c��w�W W L�w2tnU, U U` ZC7N a�=oxooX��¢LLw�oaw 2��~�(n W(�uJ p o7�U�J UC7}W�pZ�(nW Z�QLLQOU F°V�� ZO]�O}O(nJ�a W Q W W w �F W Q=W F J�J�tnNSZi(na' �� cntn�Ul-Z�J�d O�Q~YO W Qxaw oo�a��awLLZ== ?w�m��aLLxwLLC��o¢�� W-�JI�J / 12 � � 2 � O � � — (N) UPPER L�VEL - W�ST � � — T.O. GONG TOPPING � � � �L. 8220'-2 3/S" Q � (E) UPPER LEV�L WEST (8220.20') � � T.O. DEGKINC� � � �L. 8218'-I" W �g2�8.�8�� I HOUR Y�IALL (�(ERTI RL W � � SEP,4R�TION) ,455E BLY � W � W�� w�� / Z � � ��f� I ��1� � ��f� 2 �/ I�Y � ) W�� -2�4 -22 �-21�7 -216 �NTi�Y - - - -- - -. _ . _ _. W a � O � 46 42 � -22 Q � � \ \ J W � � WEST 33 MAIN LEVEL WEST � � W T.O. SLAB T.O. DEGKIN6 � � � ��. Szoa�-o° ��. 82oq�-o�� 182oq.00') (8209.00') O �E> wEST (/� — � J I HOUR GE I L I NG (HORI ZONT�L cRawLSP�� Q J S�PA�RA�TION) �SSEBLY n n � > O w�� Q ., J V �� ~ � w-iio J J �U I �� I �lG S�GT I O�l � � � N — S��'�i��T I O�l �OG�T I O1� fi'��1 O o a HP�LL � � M > 6.6 ��LE: I/4" = I'-O" T.o. sLaB �L. 8200'-O" (8200.00') N � �' � o � � � � N O w � n- a� o � � z � � z � - � � � � o m A6.6 1 HOUR SEPARATION DESIGN CRITERIA: WILLIAMS RESIDENCE REMODEL JOB �: 1203-06 rows of 16d nails at 12" o.�. A B B R E VI A TI 0 N L I S T B. Side-loaded beams ,--,,., GENERAL REQUIREMENTS: - '�'.��,,`-�° Roof Live Load (Snow) -------------------------------- 80/100 psf i) For two or three member beams, nail each member to the next with 3 rows ,.�-� • ' '°'��`� V;Ly}4Gq f #�I�4p � r� �'1 Roof Dead Load ------------------------------------ 15 psf of 16d nails at 12' o.c. . w,,�,��.�� r�.�'� Floor Live Load ------------------------------------- 40 psf � a. Structural erection and bracing: The structural drawings illustrate the completed structure A.B. ANCHOR BOLT LAM. LAMINATED °:�a� '�°� ii For four member beams, bolt throu h with 2 rows of Y2' � bolts at 12" o.c. ° F loor Dea d Loa d ------------------------------------ 1 5/3 0 ps f iii) For members consisting of more than four members, contact structural with all elements in their final positions, pro perl y su p ported and braced. The contractor, in A.F.F. A B OV E FINI SH E D FL O O R L L H L O N G L E G H O R I Z O N T A L ;�x�F"' ,�� + ��;� Deck Live Load ------------------------------------- 100 psf • the proper sequence, shall provide shoring and bracing as may be required during construction A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL � � � engineer. to achieve the final com leted structure. Contact structural en ineer for consultation not in Deck Dead Load ------------------------------------ 65 psf p, All lumber used in construction shall have a maximum moisture content of 19�. p g � ADJ. ADJUSTABLE LONGIT. LONGITUDINAL ":•.�� ,��,��' Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) contract) as required. ANCH. ANCHOR LTWT. LIGHTWEIGHT '"�'�`�"$� '� q. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including b. Dimensions: Check all dimensions a ainst architectural drawin s rior to construction. Do ��'��DI�� Seismic Design Category ------------------------------ EXEMPT glue-lams) wider than 1�/2" shall be sealed and flashed at the top surface per architect. g 9 P APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER � IBC/IRC Edition ------------------------------------ 2009 • • • not scale drawings. ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL r. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or c. Construction practices: General contractor is responsible for means, methods, techniques, gD. BOARD MAX. MAXIMUM SPECIAL INSPECTIONS: approved equivalent. Fastener and load size shall be determined according to manufacturers sequences and procedures for construction of this project. Notify structural engineer of BLDG. BUILDING MECH. MECHANICAL recommendations for materials being attached. omissions or conflicts between the working drawings and existing conditions. Coordinate BLKG. BLOCKING MAT'L MATERIAL s. Framing Notes: re uirements for mechanical electrical lumbin enetrations throu h structural elements with a. Special Inspections shall be provided according to Section 1704.1 and the statement of special 1. Exterior walls: q � �P g P g BM. BEAM MANUF. MANUFACTURER inspections as required by the Town of Vail. structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods BOT. BOTTOM MIN. MINIMUM A. All exterior walls are 2x6 studs � 16" o.c. to a maximum height of 12'-6", 2x6 b. The structural engineer does not provide special inspections. Periodic observations of „ , „ „ used for construction shall be in accordance with the latest editions of the IBC/IRC. g,O.W. BOTTOM OF WALL (N) NEW � studs C�? 12 o.c. to a maximum height of 14 -6 , and (2)-2x6 studs C� 16 to a � construction by the structural engineer are not to be considered special inspections. , „ , „ d. Details not specifically shown on the drawings shall be constructed in a manner similar to the BRG. BEARING NOM. NOMINAL � °,.�' � maximum height of 17 -4 unless otherwise noted. Walls taller than 17 -4 shall details that are shown for like conditions. These items shall be brought to the attention of CANT. CANTILEVER N.W. NORMAL WEIGHT � a' I FOUNDATION DESIGN: be framed with manufactured laminated studs. Contact engineer for spacing the structural en ineer as soon as ossible for a roval. A roval shall be obtained rior to '- � �' re uirements, if not indicated on lan. Ca with a double to late installed to g p pP pp p C.J. CONTROL JOINT O.C. ON CENTER � rn � q P p p P installation. CMU CONCRETE MASONRY UNIT OPNG. OPENING � � °' a. Desi n of individual and continuous footin s is based on a maximum allowable bearin ressure provide overlapping at corners and at intersections with other partitions. If overlap e. All water roofin and flashin is the res onsibilit of the architect and contractor. U � °' 9 9 9 P P 9 9 P Y CEM. CEMENT OSB ORIENTED STRAND BOARD �o of 2500 sf dead load lus full live load . is not possible, strap top plates with metal strap ties (Simpson ST292 or f. It is the res onsibilit of the contractor to contact the structural en ineer at the a ro riate z � o � P � P ) P Y 9 PP P CLG. CEILING F� PLATE � �, b. Foundation and retainin walls have been desi ned usin a lateral ressure of 50 cf. equivalent). time to erform site observation visits. Observation visits to the obsite b the en ineer are � CENTERLINE PLYWD. PLYWOOD � °�"-' 9 9 9 P P P J Y 9� c. This foundation has been desi ned accordin to the desi n recommendations set forth in 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 (� 9 9 9 CLR. CLEARANCE PKT. POCKET � X eotechnical re ort 111-289A b H-P Geotech. The contractor shall follow the construction trusses unless approved by engineer. construed as inspection. p� = Q 9 P Y COL. COLUMN R.O. ROUGH OPENING re uirements from this same re ort. C. Floor or roof framing members must be aligned to bear within 5 inches of the g. Though every effort is made to provide a complete and clear set of construction documents, z � � '1 q P CONC. CONCRETE RAD. RADIUS Q •- d. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the studs beneath. discrepancies or omissions may occur. Release of these drawings anticipates cooperation and CONN. CONNECTION REF. REFERENCE � a� 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 J � CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT � � e. 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 possi b le s truc ture. T hese drawings have been prepare d for t he use o f a qua li fie d con trac tor � CONST. CONSTRUCTION REQ D REQUIRED � •- 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. � h. Existin structures: Contractor shall be res onsible for verif in dimensions, elevations, C.P. CRIPPLE POST RET. RETAINING Z f. 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 9 P y g C.W. CRIPPLE WALL REV. REVISION � N excavation. Report any discrepancies from original findings to structural engineer for and one 2x6 kin stud each end, unless otherwise indicated. framing, foundation and anything else that may affect the work shown on the drawings. (� c•i 00 g DBL. DOUBLE R.S. ROUGH SAWN _ � � 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 co DET. DETAIL SCHED. SCHEDULE g. Backfill around and above and retaining walls shall be compaction-tested per the of bearing member unless noted otherwise. contractor. L � o0 recommendations of the eotechnical en ineer. DIAG. DIAGONAL SECT. SECTION � X 9 9� 2. Interior Load Bearing Walls: DWL. DOWEL SHT. SHEET /� � m � h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) � 16" o.c. DWG. DRAWING SIM. SIMILAR 1.1. � p lace an d secure ly anc hore d, or a dequa te s horing is ins ta l le d. Concurren t bac k fi l ling o f eac h with 1 2" sum wallboard both sides unless noted otherwise. Ca with a double L side of a free-standin retainin wall to final rades as indicated on lan or section is / gyp p EA. EACH S.I.P. STRUCTURAL INSULATED PANEL � +� o Q 9 9 9 P top plate installed to provide overlapping at corners and at intersections with other E.J. EXPANSION JOINT SPEC. SPECIFICATION � � � re quired unless tem porar y shorin g is installed. partitions. If overlap is not possible, strap top plates with metal strap ties ELEV. ELEVATION SQ. SQUARE i. Verify type of fill with soils engineer and structural engineer prior to backfilling. (Simpson ST292 or equivalent). ENG. ENGINEER STD. STANDARD REINFORCED CONCRETE: B. Floor or roof framing members must be aligned to bear within 5 inches of the EQUIP. EQUIPMENT STL. STEEL studs beneath. EQUIV. EQUIVALENT STRUCT. STRUCTURAL C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer EXSTG. EXISTING T&B TOP & BOTTOM � 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. (E) EXISTING TBcG TONGUE 8c GROOVE 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 2009 IBC FASTENING SCHEDULE* EXP. EXPANSION T.O. TOP OF � b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. of bearing member unless noted otherwise. EXT. EXTERIOR T.O.C. TOP OF CONCRETE c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing 3. Floor Construction: *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING chloride salts shall not be used. �� A. Provide 3/4 thick APA rated Sturdifloor rated at 24 o.c., tongue and groove, FDTN. FOUNDATION T.O.L. TOP OF LEDGE d. Co�d weather concreting procedures shall be provided as recommended in the ACI Manual of ex osure 1. Glue and nail anels to all su orts with 8d nails s aced at 6" alon CONNECTION FASTENING°� b � Concrete Practice. p p PP P g FLR. FLOOR T.O.M. TOP OF MASONRY e. Anchor bolts for beam and column bearin lates shall be laced with settin tem lates. panel edges and at 12" along intermediate supports. Install sheathing with long FRMG. FRAMING T.O.W. TOP OF WALL 9 P P 9 P 1. Joist to sill or girder 3 - 8d common toenail f. Ex ansion bolts shall be located at a minimum of 6 bolt diameters from concrete ed e and dimension perpendicular to joists and end joints staggered. FTG. FOOTING THRU THROUGH � P g B. Provide solid blocking between floor joists at all bearing �ocations. Blocking material 3 - 3" X o.i3i" r,a�� GA. GAUGE TRANSV. TRANSVERSE spaced at a minimum of 10 bolt diameters unless noted otherwise. 3 - 3" 14 gage staple � � �� shall match the floor joist material. GALV. GALVANIZED TRTD. TREATED g. Anchor bolts for wood sill plates shall be placed at 4 -0 maximum spacing with one anchor C. The weight of lightweight concrete floor topping shall not exceed 100 pcf. 2. Bridging to �o�st 2 - 8d common toenail each end GEN. GENERAL TS TUBE STEEL COLUMN bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. 2 - 3" x o.i3i" r,a�i � h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall 4. Roof Construction: 2 - 3" 14 gage staple G.L. GLUE-LAM TYP. TYPICAL A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install s. soie iate to o�5t or blockin GYP. GYPSUM GYPCRETE U.N.O. UNLESS NOTED OTHERWISE have sawn or tooled control joints at a maximum spacing of 10'-0" in each direction. Locate p i 9 16d at is" o.c. typical face r,a�i / � sheathing with long dimension perpendicular to rafters or trusses and end joints 3" x o.�3�" nai� at 8" o.c. HDR. HEADER VERT. VERTICAL 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 3" 14 gage staple at �2" o.c. HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD � columns. intermediate supports. HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE i. Concrete coverage for reinforcing steel: so�e �ate to oist or blockin at braced � B. Plywood sheathing shall be applied continuously over the primary roof inembers Waii P � 9 3 - 16d per 16" braced wall pane�s HT. HEIGHT W.P. WATERPROOF � 1. Concrete cast against and permanently exposed to earth: 3" panel p INT. 1NTERIOR W.W.F. WELDED WIRE FABRIC 2. Concrete ex osed to earth or weather: (rafters or trusses) below overframed areas to provide adequate lateral stability. (4)-3" x 0.131" nai� er 16" P (4)-3" 14 gage staple per 16" A. 5 bar and smaller 1 1 2" C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. INV. INVERTED WD. WOOD � � # � See nailing schedule. 7. Top plate to stud 2 - 16d common end nail JST. JOIST W� WITH � B. #6 through #18 bar 2" 3 - 3" x 0.131" r,a�i � � 3. Concrete not exposed to weather or in contact with ground: D. Provide solid blocking between roof rafters, trusses and lookouts at a�l bearing 3 - 3" 14 gage staple K KING STUD W/0 WITHOUT � locations. B�ocking material shall match rafter, truss chord, or lookout material. A. Slabs, walls, joists (#11 bar and smaller) 3/4" 5. Wind Bracing: s. stud to sole plate 4 - 8d common toenail � � B. Beams, columns 1 1/2" A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and 4 - 3" x o.�3�" naii ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A � 3 - 3" 14 gage staple SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED are indicated as shear walls on plan have been designed to resist wind forces in PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. � � REINFORCING STEEL: accordance with Table 2306.7 of the 2009 IBC. � � � 2 - 16d common end nai� B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom 3 - 3" X o.i3i" na�i CONNECTION SCHEDULE NOTES: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. 3 - 3" 14 gage staple � � � Manual of Concrete Practice. C. Exterior I wood or OSB wall sheathin is re uired unless s ecificall deleted b b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM p y g a p y y 9. Double st�ds 16d at 24" o.c. face r,a�i QA SIMPSON H5 � � l engineer. 3" x 0.131" nail at 8" o.c. �� Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note 3" 14 gage staple at s" o.�. B� SIMPSON LSSU135 �� on plan, or bars to be welded, which shall be grade 40. STRUCTURAL GLUED LAMINATED TIMBER: 10. Double top plates �sd at �s" o.c. typical face r,a�i c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless 3" x o.�3�" na�� at �2" o.c. 0 SIMPSON LSTA12 � � � specifically approved by engineer. a. Materials, manufacturer and quality control shall be in conformance with AITC Product 3" 14 gage staple at i2" o.c. DD SIMPSON LUS26-2 � d. At corners, make horizontal bars continuous or provide corner bars. Around openings and � � p� Standard PS 66-82, "Structural Glued Laminated Timber". � steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or StG'P. Double top plates 8 - 16d common lap splice 0 SIMPSON LUS26 b. Laminated members shall be fabricated using Douglas Fir with the following combination e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located symbols: �2 - 3" x 0.131" nait FQ SIMPSON ITS1.81/9.5 � � on plan or details, coordinate cold joint locations with engineer. 1. 24F-V4 DF/DF Simple-span beams �2 - 3" 14 gage staple tyP�cat face na�� f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric q 11. Blocking between ]o�st or rafters 3 - 8d common toenaii OG SIMPSON LSU3510-2 minimum of one full mesh plus two inches. Laps shall be wired together. 2• 24F-V8 DF/DF Continuous or cantilever beams to top plate 3 - 3" X o.i3i" r,a�i g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent 3. 3 DF Columns 3 - 3" 14 gage staple HD SIMPSON LUS210-2 � c. All members shall be Architectural Appearance Grade, unless indicated otherwise by the 12. Rim joist to top plate sd at s" (152mm) o.c. toenail adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall Q SIMPSON LSSU125 � � architect. 3" x 0.131" nail at 6" o.c. � be according to the manufacturer's specifications. d. Protect members from damage or exposure to moisture prior to and during construction. 3" 14 gage staple at s" o.c. Q SIMPSON ITS2.56/11.88 h. Metric bar size conversion table: e. Adhesive shall meet the requirements for wet conditions of service. 13. Top plates, iaPs and intersections 2 - 16d common face r,a�i � METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 f. Do not camber laminated members unless indicated on the drawings. 3 - 3" X o.i3i" na�i 0 SIMPSON L70 EACH SIDE INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 g. Glued-laminated timbers that are exposed to weather and not protected by a roof or similar 3 - 3" 14 gage staple covering shall be pressure treated or be manufactured from Alaska Yellow Cedar with the 14. Continuous header, two pieces �sd common �s" o.c. along edge 0 SIMPSON HUS1.81/10 � STRUCTURAL WOOD FRAMING: folowin combination s mbols: M g y 16. Continuous header to stud 4 - 8d common toenail � SIMPSON ITS1.81�11.88 1. 20E-V12 AC�AC Simple-span beams 3 - 8d common toenail � a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch 19. Rafter to plate N� SEE SECT. 3/S8 � 2. 20E-V13 AC�AC Continuous or cantilever beams 3 - 3" x o.�3�" nai� #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas 3, 70 AC Columns (See section 23os.�o.�, Table 23os.�o.�) 3 - 3" 14 gage stap�e DO SIMPSON LSSUH310 Fir-Larch #2. 23. Built-up corner studs 16d common 24" o.c. � b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. STRUCTURAL STEEL: 3" x o.�3�" nai� �s" o.c. 0 SIMPSON HU11 c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs 3" 14 gage staple 16" o.c. Q SIMPSON HU48 �� per plan and shall be nailed together with 2 rows of 16d nails C�? 6" on center along each a. Structural steel shall be detailed, fabricated and erected in accordance with the most current 2s. �o�st to band joist 3 - 16d common face na�� stud. editions of AISC Specifications and Code of Standard Practice. 5 - 3" x o.131" 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" 14 gage staple 16d nails s aced at 12" on center, or with two rows of 1 2" diameter thru-bolts s aced at an les shall be ASTM A36. Round or rectan ular HSS sha es shall be ASTM A500 rade B. I-JOIST OR LVL p � P 9 9 P 9 NoTES: HEADER TO MATCH 24" on center. c. All bolts used in steel framing shall conform to ASTM Specification A325. 3 nchor bolts and For s�: � inch = 25.4mm. 2 3/8" X o.��3" na��s and 3" x o.�3�" na�is are standard 8d and 10d Gun nails. DEPTH OF FLOOR 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 /4"� unless noted L J � � directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. otherwise. a. Common or box r,a�is are permitted to be used except where otherwise stated. r , JOISTS designed by KRM f. Led ers attached to concrete walls shall be treated Hem Fir 2, or if LVL material is used, b. Stap�es sha�� have a minimum crown width ot 7/�s inch. 9 # d. Typical framed beam connections shall consist of pairs of Ya" angles using the maximum Q drawn b KRM shall have a continuous waterproof inembrane between the concrete and the wood. number of 3/4"� bolts called for in Table 10-1 or combination bolts and welds in Table 10-2 � ~ ~ y g. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column of the AISC Manual (Thirteenth Edition). - � � � checked by TDH above shall be rovided within floor oist s aces and in wall s aces below. Door or window » » �> » » » � trimmers consisPin of a sin le studJ do not re uire s ecial blockin in the oist s ace. e. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with � J J g g q P g � P the following minimum embedments: o L J o ISSUed h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening » „ � Schedule" on the drawings (2009 IBC Table 2304.9.1). �' Y2 � 2Y2 `� � � � i. Bolts used for wood framin connections shall be installed with standard washers and nuts. 2• 5�8 �' ----------- 3" PRELIM 05/21 /13 j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson f. Epoxy3/a'n�chors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved PERMIT 05/24/13 Company shall be used to join rafters, joists or beams to other beams at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type equivalent anchor systems. Minimum embedments, if not specifically indicated on the CHECK SET 08/06/13 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. CONST �g 3� 13 the manufacturer's published tables. Contact structural engineer for details as required. g• All welding shall be done by an AWS qualified welder. 2 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1 '-0" / / 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. S� REV►SED 06/16/14 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 REVISED �7 09/14 the hanger locations. steel expansion anchors. SEE FRAMING PLANS 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, FOR HEADER SIZE 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. spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as 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 1Ys" wide Grade B. PROVIDE A MINIMUM sheet m. Laminated veneer lumber (LVL) shall have the following minimum properties: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with OF ONE KING STUD, 1. Flexural stress --------------------------- 2600 psi a wire tie to the structural backing for every 2 square feet of veneer. OR AS SPECIFIED ON 2. Modulus of elasticity ----------------------- 1,900,000 psi b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" PLAN 3. Tension parallel to grain --------------------- 1850 psi of wall thickness, long leg vertical, to bear 4" minimum each end: � POSTS SPECIFIED ON PLAN 4. Compression parallel to grain ----------------- 2310 psi 1. Openings to 4'-0" ----------------- 3Y2" x 3Y2" x Y4" INDICATE TRIMMERS ONLY AND 5. Compression perpendicular to grain (parallel to glue line) 750 psi 2. Openings 4'-1" to 6'-0" ------------- 4" x 3Y2" x Y4" DO NOT INCLUDE KING STUDS 6. Horizontal shear ------------------------- 285 psi 3. Openings 6'-1" to 8'-0" ------------- 5" x 3Y2" x Y4" 7. Connection of multiple-member beams: 4. Openings 8'-1" to 10'-0" ------------ 6" x 3y2" x 5/s" 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. TYPICAL WINDOW/DOOR HEADER SCALE: 3/4 = 1 -0 ii) For members greater than 12" deep, nail each member to the next with 3 S1 JOB #1203- 06 4'-73�4» 3,_�3�8» � I I I ^ _�;! � r��-- VERIFY ALL WALL _ _ _ — 00 4,:��}��1�r �,�#��_ I I DIMENSIONS WITH � i I ARCH. SITE PLAN � C �`�~r��'-� � I '� � �� , I � � _ I \�— T.O.L. = 8200'-6 '� 9 4- --�� g � �' ,�� ,��.�+� - � � � I � ��'�I�N�'�� T.O.W - 81963'0 i �� - S7 � � � - �, � � � � ,�-8�� _ ' � � I � � I 2 � I > » N ° T.O.W. SLOPES � -3 I 8 S� � � '� T.O.F. = 8196' 0 � � � - 4„ T.O.W. = 8199'-4 �j, �e � � � � T.O.F. = 8196'-0 ��b� � � � � � o j T.O.W. 8206'-3 � - - -�_ � _% � � o' °' I '� rn VERIFY ALL WALL 00 � I T.O.F. 8196'-0 � � TRENCH DRAIN PER ARCH. ' " I I � � °' � I I DIMENSIONS WITH .- � � � I � 4 -5 I SLOPE I U .-. ARCH. SITE PLAN i � � _ SLAB z � o 0 I �\� „ � I I o I I o � � �� ° g 4 � - I I j � I � I ~ X T.O.L. = 8200'-6 � 9 � l , �v Z � � � I I 10" � S7 I I I T.O.W. = 8199 -4 � I 1 S7 � Q 'L � ;n I T.0.F. = 819 6 -0 I � I J � � I � � ,�-8�� _ � � � / � I , � .� � � /` I T.O.W. = 8206 -2 � p, 'n I 2 � I �� I � T.O.F. = 8196'-0 z c I S7 �---- p (� � cv � � 4,� T.O.W. = 8199'-4 i�� n � � � � � —� — — — — — — � � � _ — � � - � c`�o � T.O.F. = 8196'-0 �4�;� I �� ,%% � � � _ „ � � / � � _ � � � � x \ �o I T.O.W. 8206=3 � � - � — — —BM. — — — — — — — � B . — — — � � m o � T.O.F. 8196' 0 � TRENCH DRAIN PER ARCH. 4�_5» °' STEP PKT. � � KT. STEP L O J `� � I / I SLOPE I � � I , , ; -__ I I SLAB � � T.O.F. 5 -� 8 0 OSLAB � T.O.F. � � > RA I I WA L A N Y�� _ � �-O�� \� AT PERIMETER 4 N E T N N G � P L 4 S� , , DWL. (N) CONC. WALLS TO ,� � -� 00 \ (E) CMU W� #5 DWLS. x � � � � � � 24" EPDXIED INTO 3/4"Dx4" � �� /T.O.W. = 8209'-6 � � HOLES C�? 12" O.C. AND 2 � 2 - \ > " " � � ) T.O.W. = 8209 -6 \, � T.O.F. = 8199'-8 2 - "N `� DWLS. IN FTG., TYP. i � T.O.F. = 8199'-8 � � �, I � � � I ' I �� SPREAD FOOTING SCHEDULE �g�_g�� 8�_6�2» 3 � _ _ � � I � � � f 0 TYPE SIZE REINFORCING I S7 F•�• I ��,-T.O.W. = 8204'-8 I � 2'-0 x 2'-0 x 1'-0 (3)-# � ao 1/! MATCH EXSTG. � A 5's x 1'-6 EA. WAY , � ) � � �T.O.W. 8208 -10Y2 I � � 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. PKT. � � I � �C 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY / � T.O.L. 8205'-0 � � � � � � ' � �� I�� ` '� � � � D 3'-6 x 3'-6 x 1'-0 (4)-#5's x 3'-0 EA. WAY � / � C° — � — / \ � I� / � E 4'-0 x 4'-0 x 1'-0 (5)-#5's x 3'-6 EA. WAY � � \\ � E E � ,_ � » I � . �� 1 / ''� 27'-10" \ 5 9�4 �O � � � / o N � � -4» CONC. LAB, � -- I - I I _ / � I \SEE ARCH. � I 10'-11" I I � � � / — — — — — � ��\ I I � � � / / � � � �\ I i � � � � '� � � � � - - - - i I � � � / I I � II � ��, I 2 _ » � � I �) 7 � � STONE VENEER ANGLE SUPPORT � � I I (E) T.O.L. = 8207'-4Y2 I I � Si I S6 � HEIGHT OF ANGLE EXPANSION ~ / I I I 3'-3" 3'-3"� I I �REMOVE E FDTN. 2 � I I 8200'-0 I „ j I � � VENEER SIZE ANCHORS _ / I I (E) T.O.W. = 8208'-10Y2 8200' 0 I WALL AND FTG. S6 I � T.O. SLAB � 2 � I � I � � � 5 / I I (E) T.O.F. 8205 -2Y2 I I 5 I I � � I � � r � � I � � � � T.O. SLAB I I � UP TO 8' 4x4xY4 /s � x 4 C� 24 I I I I I S7 � N 8' TO 14' 4x4xYa 5/s�� x 4" C� 16" 4» / / I I , 2 '�� _� I I N �� > > 5 3/,>� x 4" C�? 24" � "� I I 8209 -0 S6 I I � � � �� I � � �� i i � - - - � � - - - - - - � �� ., 14 TO 20 4x4x/6 4 N / I I T.O. (E) SLAB II I � (E) T�O.L. = 8208'-1Y2 � �i � N � � I � � � � 11 � �1 � — — � � \ > , 5 3/4»� x 4" C�? 16" � — � — — — — — — �� (E) T.O.W. = 8208'-8 � � 20 TO 26 4x4x/6 I I I NOTES: � I I (E) T.O.L. = 8208'-1Y2 � I (E) T.� =-�26-�-1 � � 'N — �� — — — � V � I � � � � (E) T.O.F. = 8204'-8 � 1. THIS SCHEDULE IS FOR NON-BATTERED STONE / I I I I (E) T.O.F. = 8205 -2Y� r� cv I (E) CMU PIERS AND ;' I � . VENEER WITH A MAXIMUM THICKNESS OF 6". / `� I I I I I � � � � L % �- CONCRETE FTGS. TO ' . I I � � � CONTACT ENGINEER FOR OTHER CONDITIONS. / � � I I I L — — �� _ _ _ � _ _ � REMOVE (E) WALL � BE REMOVED 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM / - � � - � 1 iT _ � � AND FTG. (VERIFY / � I � � — — — S �AR�1� T.O.W. = 8204'-8 ' I � � ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. � � � � q � I I � � � — I I � � � 3. ANGLES MUST BE ORIENTED AS SHOWN. I � � � � � I I _ B � � � 5 i � � � � � I � I � REMOVE (E) FTG � � S6 � � � � , il � , „ i ��'� %' � - � j � / � � ,_ 5 -o I -I � -I ��, � � � � � � � I � (E) T.O.L. = 8208 1Y2 � � I � 1 � � � � � I � I , I �� I (E) T.O.W. = 8208'-10Y2 T.O.W. _ � S7 � � I I 3 -� �, 8 -3 / ��Y4 � � � � � � � � , „ �� > „ � » � I i � '� / �T.O.L. = 8207 -9 =N I I I (E) T.O.F. = 8205 -2Y2 8204 -4Y2f ��`' I �� I � � � � � � � � III - - I ' � � I I I / �\ 4 \� T.O.W. = 8212'-3 'r' I I � i /�� I » � \ � S6 TYPICAL SLAB: I � _ _ � I I / � (E) T.O.W. = 8208'-8 / I I 4 I 8 i A / � � � � � 4" CONCRETE SLAB ON 4" CLEAN � T.O.F. 8204' 9 I _ � I � � � I I I � /� � � (E) T.O.F. - 8205'-2Y2� I I � �� GRAVEL BASE ON UNDISTURBED �� I � I � / � I I I I I � � � � _ � �= GRADE OR COMPACTED STRUCTURAL � � I I I / / I I � �� -� T.O.W. - 8204'-8� � � I I FILL PER SOILS ENGINEER. / / I I I � � � � � ri;� � � � REINFORCE SLAB WITH � T.O.L. AT OUTSIDE OF�� ' � 8 � I I / � I I I � � � � I � -4 �� ;% 8 4 , 6x6-W1.4xW1.4 WELDED WIRE FABRIC CURVED WALL SLOPES \ � S� � � � I I � � I I I � � � �� i�S6 � �� _� I � � THROUGHOUT. PROVIDE 1" DEEP OR STEPS TO FOLLOW I � I I ' , � SAWN OR TOOLED CONTROL JOINTS 4" BELOW FINISHED � I I I I I I I I I _ >_ I I %� - - - — � - - � AT 10'-0" MAXIMUM SPACING EACH designed by KRM E T.O.L. - 8208 1Y2 KRM GRADE I I I I � J I � ) � I I I ' I i wAY. drawn by � I L Jc 7 II � � - - - - � � (E) T.O.W. = 8211'-8Y� � � � - - - - - - - - - � I I TDH ISEE ARCH. SITE PLAN FOR � S� I I II � (E) T.O.F. = 8205'-2Y2 � I I � � � � checked by I WALL DIMENSIONS i I I _ _ � I I � I I \ (E) T.O.W. = 8208'-8 issued - - - - I I i i �� - - - - - - - - � - - - - - - - - - - - � � � (E) T.O.F. = 8204'-8 I - - - - - - - � - �4'-2�4" I� ' � ° JI I � � PRELIM 05/21 13 � g" , 'N i '� I � � � PERMIT 05 24 13 �� 1 4" � I I � CUT DOWN (E) CONC. � ,� i N O R TH / / �„ \ �� II�I I �(E) T.O.L. = 8208'-1Y2 STEM WALL TO ELEV. i I I 8 I� � I „ _ ,_ „ CHECK SET 08/06�3 , � F _ _ 8208�-8 ,,� , 1'-4� �O U N D A TI O N P L A N SCALE. 1 4 — � o � v �.r � M. �:o A��cN w/ (Nj� � I I��E) T.o.w. — 8208' 9Y� , I � � CONST 08�30�13 � G.�. B��AM A30VC � I � I � � � I (E) T.O.F. = 8205'-2Y2 % I � � I PLAN NOTES REVISED 06/16/14 (E) T.O.L. 8208' �Y2 � I � I REVISED 07 09 14 \ � I I I � � , I I I 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � � E T.O.W. = 8211 -8Y2 I 8209 -0 \ � I I O � I I I T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING \ 4'-13�g" 3'-8��g" I I I (E) T.O.F. = 8205'-2Y2 i � I T.O. SLAB � FIELD VERIFY ALL EXISTING T.O.W. AND T.O.F ELEVATIONS. \ \ � � I II � � � I i � I 6 2. TOP OF FOOTING ELEVAT�ONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT \ � � I I I � � I I THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. V � B CUT DOWN (E) CONC.� � � � � � � � � S6 � sheet � I I I � � I 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � � . I � STEM WALL TO ELEV. �� N I I I 8208'-8 �,� . ' I 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS � � I I I � � � � � i UNLESS NOTED OTHERWISE. 0 \ �� I ' - �J I 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" � � C � � �� - f�, �r _ _ _ � WIDE UNLESS NOTED OTHERWISE. i' 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND � CONTRACTOR. i (E) T.O.W. = 8211'-Of % g'_4°° 7. FIELD VERIFY AND COORDINATE ALL DIMENSIONS WITH ARCHITECT. DO NOT SCALE DRAWINGS. (E) B.O.W. = 8207'-6f � (VERIFY EXSTG.) > J�B #1203- 06 V.I.F. W/ ARCH. DIM s 8. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ) FROM WEST WALL r� ��, t r;,'j=♦_ s+�4Fi6q. 4�.�,} 2�r y�� ' � 'n � .�,��}�� 'S,SS,� _� � �� , � +�+, +�: '�� $�5,��N�'�� rj 1 � S7 VERIFY EXTENT OF LOW ROOF AT� 2 � THIS END W/ ARCH. oo � � � S8 � � � � � � I x � '� I rn � � --- 6" CONC. SLAB ON 2"x20 GA. � � � STEEL DECKING (VULCRAFT (j � °' .-. TRUSS S � 2 " O.0 � 2C20 OR EQUIV.) REINF. W/ z � o 0 ys s #4's � 12" O.C. EACH WAY � � �°._.' � `r�.�.�� `�+� Z � � � c � CONT 11�/" LVL RI � - Q �� I 10x 0 208 -6 8 I I N . I � � � � �rn z � o �, � U N � � � � � � � � +� � O � U m � 11� " B I 6 00 1.8 16" O.C. � � � � 3 � S7 � 1 �S8 M. KT. S6 BM. PKT � (N) CONC. 16x 0 ( 209 -6) �� FNDTN WALL � ` � / , �� YP. � � REMOVE (E) FNDTN � ' � REMOVE (E) FLOOR JOISTS � AND (E) SLAB, REFRAME W/ ' BELOW 11� " B � 6 00 1.8 16° O.C. J 2x8's C�? 16" O.C. AFTER (N) / � ��, N FOUNDATION WALL IS IN PLACE � I .. .. . 8208'-1Y4 � � I I I �REMOVE (E) JOISTS AT J� f T.O. PLYWD. � I I i I (N) STAIR OPENING �' 820 �-8 EQ TYP. � I I � � I S I .y��±�� T.O. PLY D. � � I I I �/ I 2 ��? ,�1� �, 7 � � � � �� I S6 � �w �� S6 � � � � � ii J � x � I I I I - � 13/4x7Y4 LVL � �x�� > �� - 8209 -8Y STEP T.O. PLYWD. AND � � II II 2 � � II (3 -2x 0 O- x10 T.O. PLYWD. OVERFRAME STAIRS � � I I S6 � • —• — — — — I � � I /�+� � o ^ /�+�0 � � I I : � I I I D� �1 N D� N � ��,1 _ (N) STUD WALL BELOW � � I I I I ��/�+ ..L� ��/�+ N L�Ji J I�-- � I I `-' `� � c° • � (� ^ � � i � � X � � � �� I � � �— �� ! ��, � " I� p� � � i � • � � � ti i � • I I I I / (E) RAISED FLOOR �� I ,y,±�� 8209'-8Y4 N 5 � I VERIFY (E) COL. , ; � � � - - � I I LOCATIONS, PRQ VIDE � � � �� ` 'r I.O. (E) PLYWD. � - S6 � � I I I TEMP. SHORING! (N) POST� - �' �'� L�` I I I � ABOVE � �,�" �� - - - � � � I � I — '�� `L+� I i � I 8209' 0 � � � 1� � � � , I I - (2)-2x4 CRIPPLE POST TO �`L I I I � I �� T.O. (E) PLYWD. �� , I I � I u -� � (E) FTG. LEDGE BELOW I � I I � -�-� � ' I � � � I 4 � � REMOVE (E) CMU WALL � I : - - I I � � � I _I I S6 BELOW AND REPLACE WITH I / � �, BEAM I I / � ' ! � i�f'I I I- - -1 � I I I I //�I � �� ❑ � BLOCK SOLID TO TOP OF (E) � � I � �/� I � � %� � +h��' � � FOUNDATION WALL BELOW (N) � I I I/� I � ��°c I � POSTS I I I � / �� ,1� I I � � I � � ..� - - � � � � NO CONC. TOPPING 3 I I �� , � I _ , � - I N OVERFRAMED I I � ) \ , ON OVERFRAMED - - - -, - i i , ,�, � � � � �� FLOOR � FLOOR AREA S6 � � � � I - I - � _� � I � I �-, � . I� � I � ❑ I �I I I - I I _ I _ _ desi ned b KRM � � 9 Y I � I , KRM I � drawn by I II I � � checked by TDH � issued II I II ADD LTWT. CONC. TOPPING TO (E) FLOOR AT EAST UNIT ONLY I I � P R E L I M 0 5/2 1 1 3 I I � NORTH I � I M A � N �� OOR �R AM I N G P LAN SCALE: 1 4" = 1 '-0" PERMIT 05/24/13 I � � CHECK SET 08/06�3 � I � 8209'—o PLAN NOTES FOR NEW FRAMING: CONST 08/30/13 I � I � T.O. SLAB 6 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 REVISED 06/16/14 � �I I�I � NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ I S6 EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e REVISED 07/09�4 II I �I NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � I I I I SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 I II I , I 2. ALL POSTS ARE LABELED AT THE TOP. I � i I � - �T� ,,sx�;-- - - --I 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. Sheet C �_ _ � _ � -= — � �� 4. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT � HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). CUT DOWN TOP OF (E) CONC. 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 11�/$ LVL CONT. LEDGER, �ATTACH TO EA. STUD W/ ._�,,., � (2)-35/a" LEDGERLOK SCREWS ".;�;�4��¢A�,�'��, ' 43}a$¢ ��r �Y�sa#$+y5': . � �� ,({�F�� 9 2x6 STUDS � 16° W�� `� �� S8 � � �� Y2" PLYWD. OR OSB � --,_ _ �2 � „�`� SHEATHING -- . ---- --- '� ��°�� +�,,'�,��. (2)-9Y2 LVL � 2 � - - - - $��,'��l�i�� . � --- �P EACH SIDE , � , � � �0 TYP. -- w �K TYP. , r OP EACH SIDE U O x � 2x10's @ 24" X m C° � � . .. .. .- - - - 8220'-0�/s - c � '-" �J� �6 T.O. PLYWD. � � I-JOIST RAFTERS PER PLAN •� � o, +6, + � � � U -� °'.-. z �o � _ � o � EXTERIOR HEADERS ARE: � � � rn (3)-2x10's W/ (1)-2x6 �STEEL BM. PER PLAN W/ Ul � �� TRIMMER AND (1)-2x6 , . CONT. 2x �' DRIVE-PINNED TO ~ rn = a KING STUD EA. SIDE, TYP. z c � � UNLESS NOTED OTHERWISE TOP FLANGE Q .� � 11�/$" I-JOISTS PER PLAN � � � �rn - (1)-11�/8 LVL � Z � - - � Q O � � v U N o�o r � I � � � � � � � �0 0 J � , m 3 SCALE: 3j4„ _ �'-0" � � o 0 + � J N S 4 /Y � m c� �1� �+ � I � 1.1. � o J - - � _ o � u� � > (3) 2x1 - + - - I -- � EXSTG. CANT. STAIR —_�� I z .I J LANDING TO BE � � I I � i I � (2)-13/4 x11�/8 LVL BEAM, ATTACH — FILLED IN BELOW I � � I I I �o I I .i � TO EA. STUD W/ (2)-5" LEDGERLOK � iI I i +� i �,+ N I I � SCREWS. � I � � I ��L ��J\ : �ti J N I � � I I � �`L � � > il - - - - - - - - - - II J ------------- --------- I I J I + 3)-11 /a--,LVL CAN . _ �,- � M I �CONN. AS IN �� I I �� I I i i � - - -� I 6x12 DF 2 �. I I ' I I (1)- 13/4x11�/s LVL BEAM. II I � II � � � I I SECT. 6/S7 �+ ` I ATTACH TO EA. STUD W/ � I I I I I I I 'I �o�� 82 .OP Y7WD. � I I 6 2 �_�_,- I __--------- v '' I; (2)-35/$» LEDGERLOK SCREWS � �� i i i i � I �I� I I � �I � -----------_`_` I I 1 � � � � ,�,+°` �,+°` °` � --- --- -- --- - O � 1 � �� I � � � �� X� � �� ; i � - I I ,�1 �1� �1��+ S4 � �� I 0 TYP. I I � L L L - � � I II , � I I " I I N (E)—(z� zx� �= �,+ ss s� Q 2 -9 LVL x � U — I — _ Y � I I _ 2 � I � � _ _ _ N � r I � � c�I� � � N � � �� — �� +�-I-�� I Q _ /�J � � I � � � � — 822��—��8 /��I f', � �_. L LL �I _� � ' � N � � I �I �'�- � �' ' - ��M 1 -11�/s LVL - � � � 0 TYP. � � � �� ) (1) 11 /$ LVL , � W10x26 � � � � I � � I °�° I� T.O. PLYWD. � C — -� � — - � � �� J � � w� -! +� � � � �� I-JOIST RAFTERS PER PLAN �� I I �'� o � � + - J� J� YP. I � � - � S8 �� I ��,�' X� � � I;I �� I w � � o I � ;'', �TYP. �1 � � � Q c`� � � 8220 -0�/ S� .-. I c� � �� _; 6/4x16Y2 G.L. , G � � � W T.O. PLYWD. I:I �� RE OVE (E) 6x6 I I � I J -------- I I � 3 � %' BE OW I I � � NO BEARING ON STUD WALL � - - �- - � �- � I � �� I I � � � WITH VENT PIPES � J�, �' - - - - - � o I S � I � I I 11�/$" I-JOISTS PER � +� �` ti � � (E) EXTERIOR� I I � I ��°��' i 2 I I � I I I PLAN � i I `;'' �b � WALL ABOVE I I � � I � _ � � � O �� °`+ � I .� �- +�` - I 1� S � B . P T. ERI Y E C U I I o J` i ��-- � � ��,1� � � � - � �= �� I � IS GROUTE SO ID� ELO )�� I � � \ o � � � CONT. (1)-1 �/s VL 0 YP. O J (3) 11�/ LVL � , I I � )-11�/e LVL 2 . 3 „ _ > „ � � l J J i I � � SCALE. /4 - 1 -0 �� 1 _ I _ � — � . J � � � I � � � I � I (2)-11 /8 L L � � � i CO T. 1 �/8 VL EDG R ' � I � S4 � � I I OO YP. + � DO YP. 1 I i ^ � � I I II � � I 1, — — — - - — — — I I � � � � � I � I I I � � I NO BRG ON WA L W � �`L . I J , � � � I I - I , �- i tl I MU TIPL V NT IPES G' i \- - - - - - - � �1 I I � , I I�� N BR . 0 W LL � I��. I- - � I I I � I I � E ECT ICA PA EL ELO � � � I � I I � � � I� I � � ,� I � I I o � � � I I �� I �,�� F�TYP. FD TYP. � I �� + I I � rr i�� - - - - - � �� , +� � ,�� `L ��// L J I ` � � � � �� > I � , I - -- . I � -I � � � I =I I I I IIII - - - - -` - -- -- - - � P � I 8220'-0�/a � � �' T.O. PLYWD. 4x1 2 .L. � �. I I � I I � � ��. I - - - � � � � r ��• � � i� - I �° � — ; I `�,+ � � � �� `� `� � -� I I — � I �+ � +�,�� I _: � � � � � � i ��, � ^��` N � � � � 7 _ C� `� � I I � r I I � S8 0 � ��1� � � � � � H I _ � I � I � I / � 3 � � _ �_ _ _ ,� _ 3 1 / 11 LV BEAM, _ J � I - � - - ' +�` � � - - � � .. .. .. .. � .-.. ..-. -.. . I STEEL BEAM PER EXTENDX4"/MIN.LPAST BOLTS . � . � . _ _ _ _ - - - - - - � � I � N J � ,�1�� I `� JQ YP. PLAN c�o � I ! � � � + � � " > I � ,`1' 11�/$ LVL x 10'-0 SUB-FASCIA �� M � 00 � � � � „�1 � JL4x4xY4 x 0'-8Y2 W/� � � M � I 8218'-1 I N (9)_3/4„� THRU-BOLTS (OR � � C° I � T.O. DECKING I � - � WELD TO STEEL BM. WEB I � ' � AND USE 6 BOLTS) ^ � � � J� I +� � Y LOCATE BM. ABOVE `- � I J� � �� w (E) 2x12 BM. BELOW d e s i g n e d b y KRM I � � �� N � drawn b KRM Y 63 x16 G.L. � I �, 8 +°` , �� I ' � � SCALE: 3j4„ = 1'-0" checked by TDH /4 Y2 , , � � � � S8 � �_ �. �.� � Z � T +� �'� _ I ^ `- S4 issued �+ �J`c��l TYP. � i ��`� �J� �� I OO TYP. PRELIM 05/21 13 � -F�L SyJ9 � i I OTYP.,� NORTH PERMIT 05/24/13 � ` � ' � � ' �� .. U PPER � LOOR �OW ROO � F�RAM I N G PLAN SCALE: 1 4" = 1 �-0�� CHECK SET 08/06�3 ---- - _ _ � �••� �il, �T///�T/� � �, +°` � � � +� CONST 08 30 13 �+ � �,+ ,ti % �`� PLAN NOTES FOR NEW FRAMING: REVISED 06 16 14 ' � � �� FILL IN (E) WINDOW OPNG. � �� \ REMOVE (E) BRG. WALL 63 x16 G.L. / BELOW REVISED 07/09�4 �4 Y2 � 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 REBUILD (E) STAIRS '/ 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: B NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � sheet SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � 3. ALL POSTS ARE LABELED AT THE TOP. 4. NEW ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 5. " O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 6. FLOOR JOISTS AND ROOF RAFTERS ARE 11�/$" BCI 6500 1.8 � 16" O.C. UNLESS NOTED OTHERWISE. 7. OVERFRAMED ROOF AREAS SHALL HAVE 2x4 CRIPPLE STUDS C�? 24" O.C. ALONG EACH MEMBER TO FRAMING BELOW. 8. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). JOB #1203- 06 CONT. 1Y4x11�/8 OSB STRUCTURAL � SUB-FASCIA `.�.�y � �� - 4�'�aw°¢4�$�"�;',x}�`� I-JOIST RAFTERS PER PLAN :� ' � `"�`�'� � °` ° . �� ' � ,, -- � -- • � �� n �� '• _--� a 4 12 --- �� - --- - � � , • 2 __- � --- - �_-- i � � . : ,.�� --------- � � ��.� ,�"�'�� ------------- ��`'S�p�(�'� -' '� SEE SH EET S4 FOR �``�` � LOW ROOF FRAMING� = � � a �� , � \ � � � � (2)-10d NAILS INTO � � EA. TOP AND BOT. � � � FLANGE, TYP. C r� � / � � � � i � HSS5x5xY4 HEADER W/ � � CONT. BEVELLED TOP �' (DO \\ I-JOIST BLKG. BTWN. i � i � i i U � °'.-. NOT NOTCH RAFTERS) RAFTERS AT BRG. TYP. i i i i z � �o o � i i i � rn � rn`• .._ . —.. .._ _.. � L) � Z � � � _\ Q � f � � i ,`y J � � � 1 � �- 12 ` ' rn � 'p, (3)-2x10 HEADER — � , � � � - � -� " Z � 2 - � K� TYP. � -`�_ o O � _ � J ' � N 00 ''', il' ; > r � li i '�,�I� ' J � � �p '�" Ij� � � � +�� X� O _ I � U I.,, -� m �B TYP. � \i�' � L • J J L 1 I � �r.J^ O �! VJ ` ` , r � � S8 I 2x6 STUDS C�? 16" W/ --___ I Y2" PLYWD. OR OSB �__ UNDERFRAME TO MATCH � � i I SHEATHING ��__� SUB-FASCIA DEPTH � � I �+6 �+6 I � J � [ � � � � � U U — — � � SCALE: /4 1 -0 „- - '_I - . . �� 3 » _ � » r - - - - - - - - - - � � — = — _� NOTE: ALL (3)-2x6 � J � _ � I I S5 I � � I HEADERS SHALL HAVE A � � 6 � = i^ 2x10's C� 24" O.C. AT � SINGLE CONT. TOP �(' � � i� LOW ROOF I I III � � III - I I � I I � J I I `i I o r �`� r � � � i � X � � � � � I I � �- � � ' � �" � � � � � . -_. . � � �� _ ��-+, I �� _ � � � 1 � i cv --------- i �. _ I � � � I S5 � ii� , i I I � , � � m +� m � � � I I � � i � �� I �I I � (�)-�a.�� I I�a, .:��'" o C. I � I � �^'1� � �OB TYP. � � �i � I x I � �I I , � — — � � I ' � I +� I II I � � � L--- � I I i � I I �i� I �I � I I �I I �I � � � � � � � �' � � i � I �`�' I � I I 1 ' � - `' +� � I � � � I I I �� I I I �`L - - � `��" '�' -��1- � � � � � s � I - � I � � -� I (3) 2 6 (3 2x6 � � �. � i i ��-� � � _ � � � � . � I � +� � � c�, 1 � _ � I �� ' ; � W10x22 � � �,+`O � � - - - '� - -I� REMOVE E LOW ROOF - � � I L - - � r � ) � � � -� OB TY . + �`L FRAMING, SEE SHEET S4 FOR I I � � �I I ��, �B TY . OO � (N) FRAMING THIS AREA I I - � I I + L� z + 3 > � � FILL IN W/ 2x6's � 16" O.C. I � �I �, �, J � � � � i O i J � � � � �`L1 U � — — � � � � � _ �_ (� ) -6x16 2 -2x12 � � - A T I U �- , � — — C N �_. \ _ _ � - —� � cn - � — — � � r � `— I M Q � � � 'f- � —�-� z � VERIFY E � � � � � I � �� POST V � � 2x LE GER � I � � ___i � � � I .-. � � �� - , - - - - � _ �, p�' I � �� '+ I I o � , ', I '� OB T P. � ��'� ° m � � � \ i _ � � � � �� _ , � � o� �� +�o EQ TYP. II I I I � I -----J � � �1i z � � � � i i � � � I I _ (3) 2x6 � � o � � 'I p `� .._.._.. .. (3) 2x6 � ON-B G. HE DER � c� _ I I I �A TYP. C�? RAFTER & � >I , o BQ TYP.�I � • _ - I � � � I I REMOVE (E) WALL� I LOOKOUT BRG. I ' N � - �J � ��-, BELOW, VERIFY (E) I I � I I o I � � I - BEAM SIZE I � I = I 10 = � �+ � � I � I i �I � � r _ � I�U � I � I ' �� I � ; 11�/8 LVL SUB FASCIA � � I � � �8 , � EXTE HEADER TOJ / �LOCATE POST TO ALI N � �I �I �,+�` � ��' �I � �� WALL A� THIS END � OVER STEEL BEAM ELOW � �� -, ' u� C� 1c,,. , , I � � , I � �� '� I � �I I�� . I I�I NO BRG. ON WALL WITH � - I , z _ �I VENT PIPES I - I - � i I I I � —;.,u � — (Ej ��I ,_ _ SEE SHEET S4 FOR � � I �, � , I � — � � � , _ - � � , -, _ I�I � � (� (_) �„�" � � LOW ROOF FRAMING � , I I � I I �� I�� 8222 -1 I � I��I � � T.O. E DECKING I � I I � �;�;�� I � I � I I I� �, � I I I � - ,—;_�,,� r=� � �, ,� � � �� _� i �� _ .i _ �� I — — — — — — I � I � i II � � I � — II , I � � I ,,r� - - - - - - - - - - - - - - � I �I I II 1� / I �I I �� - i ��I designed by KRM ' � I �I drawn by KRM I I _ checked by TDH LO � T F� LOOR � R AM I N G P LAN � � / '��' I I �: I I issued � I I I� PRELIM 05/21 13 I I I i II�I I � I PERMIT 05/24/13 I I IVI I ��-�� I� 4�� o�r. � CHECK SET 08�06�3 � �I i I I NORTH CONST 08/30/13 � I I . >> _ > » REVISED 06 16 14 , � � HIGH ROO � � RAMING PLAN SCA�E. 1 4 — 1 -0 i i � REVISED 07 09 14 i i �� / � PLAN NOTES FOR NEW FRAMING: _ . . �� . . _ . . � � � + � ��I I � � / 1. NEW POSTS BELOW (OR�GINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: � � EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: B sheet 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 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 4. " O " INDICATES CONNECT�ON TYPE - REF. S1 FOR SCHEDULE. � 5. OVERFRAMED ROOF AREAS SHALL HAVE 2x4 CRIPPLE POSTS � 24" O.C. ALONG EACH MEMBER TO FRAMING BELOW. 6. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). JOB #1203- 06 i i �F-- REPLACE E BRG. WALL W 1Y2" LTWT. CONC. TOPPING � II � � ) � •;-��., I '�_� BEAM PER PLAN 2x6 STUDS � 16" .�:�, � �a'j=�. CONT. TREATED 2x6� �'�¢4�°°� ��i'n ° I �-� O.C. W/ y2„ PLYWD - w �.�$ ��^ i�� CUT OFF E 2x10 s � II � (E) STUD WALL TO CUT DOWN TOP OF i � f� W Yz"�x10" r w�'°`� "�� AND SISTER (N) JOISTS � I E CONC. STEM WALL i i A.B.'� C�? 48" O.C. \ OR OSB SHEATHING � �ry;� �� AFTER GARAGE WALL � I REMAIN � ) CONT. TREATED 2x6 � � I� TO ELEV. 8208 -8 �. , EXSTG. / � °,�� , i , � ADD 1Y2" LTWT. �;��` � � � IS IN PLACE \ I , � � CONC. TOPPING � � � DRIVE-PINNED TO CONC. � 16" \ �' , I ii T.O.W. .�. \ I �i �� N 4" ON . SLAB �� I / � ��`��,�.� ��'. # O C C NOTE: SEE ARCH. FOR I __ .�,�� BLKG. AT (N) PLYWD. � II i I � SHOWER TRENCH DRAIN � - -� � ''��`��+��`� -- �,��8�� o � � EDGE I �i ', V DETAIL AT SLAB I I °�°�`��°° a i i �i , r,�i, 8209 -8Y4 8209'-8Y4 � �I �� I � � � I ��, �.; T.O. PLYWD = I i i %�i T.O. (E) PLYWD. �� ED TYP. � o II i i I I ,�; .,C I l � � 8209'-0 'i 'i I � ��I 8208'-8 T.O. (E) PLYWD. _ � ' � `� ° I °' '� �� -; . _ . . - , c � - , a � � � x a � i ° - ' � " �__ � I I I � �- � � I � ° � - ° _ - T 0 W. (E) �$�� a� d�a��`„�� I � '� � rn / � (N) 2x8's Ca? 16" i� ��'�oe��2r � �i�-o��l I � � � �, � N � � / � � � �:�V� ��'� — � � �� '��'� � i�'� ��V '` . � � O� � - � �� '�� : VA\ �; �� _ � � U �\�'� ��i�� (E) CONC. STEM WALL T0� ��;� I z � Z o° 11�/$" I-JOISTS PER � CONT. 2x8 LEDGER I I�'�� I I ' REMAIN � � �' ' � VERIFY (E) BLKG. BTWN � (E) 2x10 JOISTS � o�•• >, >, � � I PLAN W� 5/$ �x5 TITEN HD � � I � I o JOISTS AT SPLICE OVER � Ul � `� ANCHORS Q 16" O.C. I I BRG. BLOCKS (E) 2x8 JOISTS I I BEAR (N) SLAB ON �I I i FORMER WALL LOCATION / ~ rn = Q 5's VERT. � 16" I I BELOW (N) JOISTS I I (E) WALL I I � / Q •� � � # � - I I (N) CONT. FTG. TO BE i � � I � I I (2)-13/4x9Y2 LVL � (3)-2x6 HEADER AT J � O.C. � BACKFILL TO ELEV. 8206'-0�, I I I PLACED BELOW (E) CONC. I I CS ACCESS OPENING � � � � � STEM WALL, BELOW FROST � ._ (E) CMU FDTN. WALL I I DEPTH I I z �' 5's CONT. HORIZ. ---__ - � �� /��/�/��\/ I I I I � � � ' �' �' �� i� AND CONC. FTG. I I Q � # % % � � ��/�/��/�� I I CONT. TREATED 2x6 U N _ / �� /�`�/ %�/��/��/��/��/��/��/ � ,> „ � — � co C� 16" 0.G `� � `��`�� I � �i'_ W� Y2 bx10 � � � � �� i��, i,�i� �� I I i � i �i�� i� i� i,�i�i��i,i� ,�i%,� �., , � ��A�� j��j��j��A;��j��j� �� A �;,��:: .�, `I I 8205 -2Y � � A.B. s � 48 O.C. � X °° / �� /��/i�/��/ / /i�/ /�; � '�" � � " , �� +� O ° ,, /,�/�!�%/�!�/� �/��'�� 8204'-8 T.O.F. E � � _ , t�� o � ��%,��/�i��i��iV�i�� A � � �� %,. I � r�� "� � 8204'-8 � m � � � T.0.F. (E) 5�.�� T.0.W. � � +' o a I _ I > di � u� � > JJ % _' I 1 4„ 8�� 4„ ��--_ �� _�;,, �; 4„ 4„ 1'-4" ,, � #5 DWLS x c° � - �#5's VERT. � 16" » � C� 16 O.C. N #5 DWLS x cO -' /� O.C. 6» � C�? 16" O.C. N �� a � SCALE: 3j4» = 1'-0" 6 SCALE: 3j4» = 1'-0» 6„ V ° � S6 S6 #5's CONT. HORIZ. C�? 16" 0.C. � Y2" EXP. MAT'L 2 O L � � \ �(2)-#5's CONT. HORIZ. - 2 \ - TOP AND BOT. Y2" EXP. MAT'L� � \ - /� �� 8200'-0 � � T.O. SLAB � � , 8200'-0 � � - 8199 -8 T.O. SLAB �`� ° 8199'-8 � `'��,�r�� T.O.F. ��'ro�� " T.O.F. � � ''��;<< . - _ � ��/��' � � � � i'��i% � /AA/A��" � � � ��, \.AA`i � � — i \.- � � � 8» 8» 8» � ��,�� 8„ 8„ 8„ � � 2 -� � � (E) FLOOR AND WALL �� I II 2'-0" � � I � I FRAMING TO REMAIN \ I II � � E MASONRY FIREPLACE � � � � � I � � � O ��_I I I �I III OVERPOURED BEDROOM � 5 SCALE: 3/4" = 1'-0° � � ADD 1Y2" LTWT. CONC.� I i I 1 I SLAB (OR WOOD � „ I S6 � � ADD 1Y2" LTWT. CONC. � � � � TOPPING � I I OVERFRAME) II I TOPPING � I I I �� I II I 2x6 STUDS � 16" �� i i I I I II O.C. W/ Y2" PLYWD , �I II I CONT. TREATED 2x6 � � � � ORIGINAL GARAGE SLAB OR OSB SHEATHING 8209'-8Y � �- - , 8209'-8Y _ - �_-I II I R W/ Y2��x10" � � � T.O. (E) PLYWD � � � � T.O. (E) PLYWD - �� I II I A.B.'s � 48" O.C. � � � � � I I I I I II , II I , � � I I I I I I I II 8209 -0 �_� 8209 -0 T.O. (E) SLAB ��fi - T.O. (E) PLYWD. 8208'-10Y � -i_ � I_ 8208'-8 �-' �-� 8208'-8 I � � � T.O.W. (E) �� T.O.W. (E) o�eo a ii, T.O.W. �� so�e o � I i i I I I I (E) CONC. FDTN. WALL , I I _ _g�a�,°�e��l � , Tr, � - - - � �-, I - yy// qqpp// ��` G \ I/ /T �J �� ,'� � � I I I I�j�� `..�� / �� /�.. I ,�� yv ��— I �� _, " � - - -- - I I � REMOVE (E) FDTN. I I I I�,,, : �I I ,i�i��"" o�so��°� I I I �� I I I I , 0 2'-8 I I;�';`;' \\/��'��o'��I _ I � � � VERIFY (E) LEDGER PRIOR TO #5 DWLS x � ,��%�;��I I �(E) 2x8's I � WALL AND FTG. � ADDING CONC. TOPPING � I I I C� 16" O.C. �, � � � o;o�l I � ��/I � � I � � I I II II I I I I 3 —� I I I I I � I I I I I I I I I I I I I (E) CONC. FDTN. WALL �I (N) 2x8 LANDING � � FRAMING / I I I I I I �� SAW-CUT EDGE OF (E) FTG. I I I I I I I I � FLUSH W� FACE OF WALL I I � SAW-CUT EDGE OF (E) FTG. � I I I I I I I I I �� FLUSH W/ FACE OF WALL �� 8205'-2 8205'-2Y � � L I I I � T.O. SLAB � ° � � a -' I T.O.F. (E) � ' � � � �� 8205'-0 I I I � , e . I , I I I � T.0 L. , � , _ 8204 -8 � - � � 8204 -8 I I �1 (VERIFY W/ T.O.F. (E) `"�`��oo �o � T.O.F. (E) / _ LANDING ELEV) � � ° �e��`��a� � - -r -r� I � 1 , �!,� %,; _ � � » :� ° � /'��'� I I ° _ 2 � #6 DWLS x 16" DRIVEN � �, � - - _ - - _ _ _ _; '%�% i_ _ _ _ _ _� --- - #6 DWLS x 16 DRIVEN � designed by KRM � , -, - ,,. - iNTO 3�4"�X4" Ho�ES iN (E) drawn b KRM INTO 3/4"�Dx4" HOLES IN (E) � a o�� FTG. C�? 16" O.C. � 16" o.c. TDH >, � � ,��'!�� FTG. C� 16 O.C. _ i,,�`�,�, �#5's CONT. HORIZ. Y �° � � � � (3)—#5's coNT. checked by , � � � �� #5's VERT. C� 16"� � issued #5's CONT. HORIZ. ° O.C. \ #5's CONT. HORIZ. � #5's VERT. C�? 16" � 16" O.C. � � � '� � � �� - " C�? 16" O.C. #5 DWLS x � � O.C. � �" 4" �v� �� v�� 4„ �„ c� �6" o.c. N �� P R E L I M 0 5�21 13 �\ _ #5'S coNT. HoRiz. ��_� � #6 DWLS X � - � 6" PERMIT 05/24/13 _ _ � CHECK SET 08/06�3 � � � 16" O.C. _ ;- ,�., _ _ �� 16" O.C. #6 DWLS x J � - 1'-0 , ' ° �#6 DWLS x J C� 16" 0.C. � �� (2)-#5 s C O N T. H O R I Z. � � 16" O.C. � (2)-#5's CONT. HORIZ. 2" CONST 08/30/13 2�_g � TOP AND BOT. \ 2» , 2>_9 TOP AND BoT. REVISED 06/16/14 � � (2)-#5's CONT. HORIZ. Yz" EXP. MAT'L � REVISED 07�09�4 � a TOP AND BOT. � ; � 8200'-0 - 8200'-0 8200'-0 8200'-0 � � �� T.O. SLAB , � �� T.O. SLAB � ` � � � �� T.O. SLAB T.O. SLAB -� � � �� > " e , �� 8199 -8 ° �- � 8199 -8 , � �_ , �� T � � :��+�' � a , „ �t �� .. �.. ,: . ' I.�.�. _, -- :� /' �3��9��v+�° � � G�cpB �p�t�� , --' �ifi 3 g• .Q.�. , - e.��'�� f� - � U ` , �� °� � �t� �� - 3 °°�sa``�' _ _ o �'F�� _ � �,� �� h t ^ 0 0 . � a : - _ � ; o � �� ,. ,, �� 2)-#5 s CONT. HORIZ. _i � �� a� � � �, (3)-#5s CONT. IN FTG. --- �� - e e ��`�� s ee o � ii � , i� , I � � i./% �oi�i i i � �s�� ;, , TOP AND BOT. � _ �% :- �;�; „ ; _ _ _ ;,� � � _ (2)-#5's CONT. IN FTG. � � � '� �� \ � » » „ °�-" 4„ 8>, 4„ �' � (3)-#5's CONT. IN FTG. � 8 8 4 c� , 3'-3„ 1,_8„ 3>_3„ 1'-4" 4 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" 2 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-p" S6 S6 S6 S6 JOB #1203- 06 ' 43}a�4��r�f',x#$��]': r 2r_O» .�gy� � '# SEE ARCH. FOR STAIR �, � ��, �{�F,� RISE AND RUN TYP. � �� e e BRG. ASSEMBLY: '�: �� ``" � - 8212'-3 -r- --- _�_ BRG. F�-1"x7Y2„X��-7Y2 W/ +�,+�' , �� T.O.W. ' � 5 „ „ \ ' '��I��'� ,� oa�� `; i e ° � (1)-/8 �x6 TITEN HD, ,� e�� ,u.. i e e �� ,�� , ' ! Y4"x6" �' STEEL COLLAR �� __ ��_'' � _ �- � ., � #5's VERT. � 16" ( � �� '� ,- ��, O.C. �_ I #3 CONT. IN EA.� _ � 3 „ ;� 8x8 POST -- _-_ /4 �b THRU-BOLT �I NOSING � � 6,, ��,� � � � � , i � ;� � � i � - \ � � ', � , �HOLD 2 SIDES OF � � � � #5 s CONT. HORIZ. �T__ I „ - �� „ -� -`�� —' ' � � COLLAR UP Y2 II' � � 16 0.C. I -' _ � i I o, ° �� STONE VENEER CO � � FOR DRAINAGE � � � � " � � - 4" 4 ro; _ r6, � rn PER ARCH. � � � � �-� . , U .-. I -- - -------- _ - ------ � - -- - --- _ - -- _ i i � �� - z o I, — _ _ �� . �� , z e cfl �� , __ ,� o � � � — — � �b �O , � , � � � � � - � I I � I _ � ° #4's � 12" EA. WAY i� �� i i`% � � " II �� „ VARIES- �;;i,�i�i �I IE--=�' ��;��i"i � ,, / � . x � T.O.L. ��;�� - � � %��!��,%�;' ��;�. � � CP Q a , ! i I � � Z � � I� ��, j a � %' � � � N �'�� --' J � ;a �e �� 2'-0" ��`� I �� „ ��4°° 3„ � .� � 12 � CONC. PIER pi 8207'-9 z z - - � -- -- - - - 0 � � � -- -- --- -- T.0.L. . � ,., _ U N � �. _- . _ � _ _ _ I I x � . o� � � -- �- � � . ,_ a fi � ,,, , �rc �r ' " _ � � � � � ��`'� ` � � � � � �.� � I � (2)-#5 DWLS x � _`� � � L ao 9 3 = ,_ ° i�i;� � � i� � � X o SCALE: /4 1 0 , �,. � �, � � :� � p � S7 4» 8>� 4„ �% -- � U � m � � � � Q � = 6 LVL BEAM PER PLAN \�STEEL BEAM PER PLAN W � � � � #5 D WLS x � ,� ° _ � L _ � � � „ I 2x R, DRIVE-PINNED TO TOP � 16 O.C. N � � (2)-#5's CONT. HORIZ. � '- � FLANGE � �� ` � TOP AND BOT. � � 2x4 OR 2x6 � -' � � � SEE SCHED. FOR REINF. COPE FLANGES AND � � (2)-Y2"� x 6" LAGS �� STUD BRG. WALL � � EXTEND WEB AS KNIFE �' � � � EQ EQ 3 „ � (ONE EA. SIDE OF WEB) �� _ W�(6)-/4 � THRU-BOLTS � �CONT. TREATED 2x6 � W/ 8204 -9 - �STUD PACK PER PLAN / 16d DRIVE PINS � 16" O.C. T.O.F. S E E S C H E D. � � (IF HEATED SLAB, GLUE �j' � � ° CONC. SLAB PER PLAN TO CONCRETE) _ � � ;__; 8200'-0 7 SCALE: 3/4" = 1'-0" 6 SCALE: 3/4" = 1'-0" �� ° " T.O. SLAB J , , � $ ' ° $�� b ° � S7 � n°.��;�v �`'��y�,�s �, 4» 1'_4>, 4„ S 7 � � �, e . �� ,\,,: o � i; iiii 2�_Q» � �� A\ \,, -�e � /'/ �/'' - %,\j (2)-#5's CONT. ��`� i� � � � HORIZ. TOP & BOT EQ EQ � � 1'-4" � 8 SCALE: 3/4" = 1'-0" � 6" CONC. SLAB ON 2"x20 GA. STEEL � S� / RE NFIN W (VU4 sRAFT 2C20 OR EQUIV.) � � � OPTION 2 3" STONE AND MORTAR ON / # ' � 12" O.C. EACH WAY � � - 2x4 OR 2x6 WATERPROOF MEMBRANE � � �'� STUD BRG. WALL PER ARCH. 2x6 STUDS C�? 16" EMBEDDED WELD �''s FOR � � � � � CONT. TREATED 2x6 R W � � 8206 -8 � � � O.C. W Y2" PLYWD CONT. EDGE L6x3Y2x5/6�� DECKING, Y4"x4"x0'-4 w � � � 16d DRIVE PINS C�? 16" O.C. � OR OSB SHEATHING � (1)-3/$ O�x3 H.A.S. � 24 O.C. j � T.O. SLAB / (IF HEATED SLAB, GLUE h' CONT. TREATED 2x6 � � � � � � � CONC. SLAB PER PLAN TO CONCRETE) � W/ Y2"�x10" ` SLOPE / � � A.B.'s C�? 48" O.C. �- - - - - - - - �- � _ /` � i i � � �, � - - - � , � . , � � , � '� '� - ---�� - ��_ �-- - --- �' _�': -- , 8200 -0 � �� 8206 -9 ' - --�— ��-- �-- '�— l�_ �i �, �i �! � � vao�o�aso� e� � � q -�� , � , I � � - -- - � 7 �'� � = T.O. SLAB » ' � � 8206 -3 T.O. SLAB , ° , ` � 1Y2 LTWT. CONC. TOPPING� � - _� ° , � � ° " �� °oo�'�� 'h 5�o �� \ T.O.W. � � — -- — — — � — — -- -- — � e i e � � ``i� ! � � � � ` e � e � e ° ' ' > � J < � n i �e �e„ 1 �//�;��j�� i � �� 82�9 —8Y4 � � I II a "� �-� ��4�� , , � �� --� — = �� ;��i o � ::. ' . T.O. PLYWD e � e . �-� e. � I 8209'-6 �� r�� _ � � "cfl � � � �i� ��a'�s�,� , �� I � �� % ; � � _ � _ e_ , � _� „ � „ � -��- � ; �� -� , �, � - � ii � � T.O.W. AND ; ,�i � � , , ',�',��' � (2)-#5 s CONT. EQ. EQ. � �ii ' � �� HORIZ. TOP & BOT - _ JQTYP. � L� T.O. BEAM "��i'i � r� . I � �� _;� 1� � e , , e � � �� ` � , � W6x15 BEAM � ,%�" 8206'-2 , � _ _ � 1'-4" � , ; , a � � CONT. �j' Y2„x8» � � i �� i � T.0.W. OPTION 1 � _ '� � � _ - - \ 2'-0 , � / � „ # 4 DWLS x 0 � , » „ „ @ 24 O.C. N � � 3 °° � °° 11�/$ I-JOISTS PER � � 4" 4" I, 3/s 2 �12 �4" 4" � 5 SCALE: /4 = 1 -0 �� - S� PLAN � � 1 5x4'-0 � � � ' � )-# % 5» CENTERED #5's VERT. � 16"�, I i � STEEL BEAM PER ' i BEHIND BM. O.C. � � PLAN = PKT. � �' � � #5's VERT. C� 16" 4" 4" ' Y2" EXP. MATERIAL (DO NOT � O.C. I I / EXTEND SLAB BELOW STONE � VENEER) 2'-0 � STEEL COL. BEYOND 1" SHIM AND #5's CONT. HORIZ. -� #4 DWLS x � NON-SHRINK GROUT C�? 16" O.C. � � 24" O.C. N� 1 � PER PLAN �� I I �_., #5's CONT. HORIZ. F� � ° �--_� � 16" 0.C. � a � SLOPES , � 2'-0 „ „ I I -' ` � - � T.O. SLAB 4 DWLS x � I I 4 CONC. SLAB PER PLAN , >, � � ' Y2" EXP. MAT'L # _I �� #5 s VERT. � 16 � - �� oa� � C�? 24" O.C. N� � ��"�� o � O.C. �r`�� `�o�� <% ' ' i /� � SLOPES % %� � SLOPE SLAB 8200'-0 �i�` ` '� \ SLOPES 8200'-0 \ �' - � T.o.�. �� K R M � �, desi ned b 5 s CONT. HORIZ. � 9 Y � � T.O. SLAB T.O. SLAB T.O. SLAB � � , � % # :, � , ._, � ��4„ CMU AS REQ'D TO FOLLOW � � � ., ,,.��-�a�,� �; � � � e , , K R M - �, � a @ �s° o.c. drawn by 8199'-4 � ��'��,�� ;� � SLOPE OF DRIVEWAY 8199' 4 ��,��=;�, S 4.��;� ,�+„�� T.o.w. � � ',"�� e� e ��'� ; < . � � � TD H �� O # CONT HORIZ chec ed y T.o.w. ��`�� _ � %� ;' k b ,��- � �� 1 4 . . ��,�� ' '� ' '`� (1)-#4 CONT. HORIZ. #5 DWLS x � #6 DWLS x � � � o � � i � �� issued �� 16" O.C. � � 16 O.C. � � �� , � � � - �'-4 � �� PRELIM 05�21 �13 COL. BRG. F'L-Y2"x5Y2"x0'-8 �� (1)-#5 CONT. HORIZ. C�? MID-HT. 6» � �� . � _ W/ (2)-5/$ �x6 TITEN HD � % � \ 2 . 5 DWLS X PERMIT 05/24/13 ANCHORS � z � 16" o.c. � � �� ' CHECK SET 08 06 13 � 4" 4" � #5 DWLS x � (2)-#5's CONT. HORIZ. � � - � � � #5 DWLS x � �, � � °�� 48" O.C. � TOP AND BOT. 2» (2)-#5's CONT. HORIZ. ° - 6" � � � 16 O.C. N � C�N ST �g 3�� 3 - 6» \ ToP AN� Bor. \ 6�� REVISED 06/16/14 � � a , � � , (2)-#5's CONT. IN FTG. (2)-#5's CONT. HORIZ. � (2)-#5's CONT. HORIZ. (�)—#5 S coNT. � - � � ToP aN� BoT. � � ' REVISED 07 09 14 8196'-0 ° • HORIZ. TOP & BOT. �� (1)-#5 CONT. � TOP AND BOT. � � � I HORIZ. C� MID-HT. �/ T.O.F. �� .°�� ,� 8200'-0 8196'-0 �� - � T.O. SLAB � � T.O.F. 8196'-0 �� 8196'-0 . � `� r�� _, , 8199'-8 ; a � � � °°�� °��,��'°;r�� ' � T.0.F. �� t o T.0.F. - T.0.F. � o e�� _' �: , _ �� o _ _ sheet PERIMETER DRAIN „ „ „ � o-�; i �� PER SOILS ENGINEER 4 8 4 �� , � � 8„ �,_�„ 8,� � 8., 8,� 8., 4„ 8„ 4» 4„ 8„ 4„ 1'-4" _ 2,_4» 2'-0" 1'-4" 1'-4" - -r 4 SCALE: 3j4» = 1'-0" 3 SCALE: 3j4>' = 1'-0" 2 SCALE: 3j4>, = 1'-0" � SCALE: 3j4„ = 1'-p" S7 S7 S7 S7 JOB #1203- 06 - (2)-13/4x9Y2 LVL 4'-p" - .:� '�. r;;� v¢g�o-�a ��5 . �n :- y3 �a,��i�J�° �� :�� CONT. 13/4x11�/$ LVL RIM °'�� q � �� n� �� I I � �� ^�`�. i i .�i i �� ' .�� $+ +�� LI� f h. / I I 1��" � PLYWD. WEB BLKG. AT � ' � � HANGERS � � (E) PARAPET � �2 I I � � � ___ (E)-2x6's (PREVIOUS � (N) 2x DECKING ON 0 ---- - - _ 8220'-0�/$ SLEEPERS � 16" O.C. � e � iI Y . I __ I� �I � ------- 2 �__.-- - I -_ OVERFRAMING / v I ' ' T.O. PLYWD. I I ON WATERPROOF I I ��,�^� I � MEMBRANE PER ARCH. - � �K TYP. I ', �'' �2 � -13/4x9Y2 LVL EA. SIDE , I �� VL's � , I � ___ _3 , 'I �N � � 8218 -1 �- � � � OF 6x10 W/ (2) /4'� , ;', . `. � AT BRACE) � � � ,� � ;,' ,,�,-_ T.O. DECKING (E) � -- � - � � - - - - - - - - - - - o' °' i ------- ' 2 O _ _ K TYP. _-,__------ --- � I THRU-BOLTS B TYP. '� I � O Ii i �i �il �,� 'i 'i li I 8217'-6Y2 � � � `� ; ! � (�P AT LVL>s � "� � I i < V' i�, � � T.O. 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TOP AND BOT. � ' (4) ROWS 3/4"� \ � � FLANGE, TYP. __= THRU-BOLTS EA. LEG (24 � � N \ � I-JOIST BLKG. BTWN. � ___ � TOTAL AT DOUBLE CONN.) � i - TYPKOUTS C�? BRG., � 3" ��4 / , ;� EQ. i EQ. � � � � y2' �» y2' =� �I ; � / � � ,/ , � � � � 4" MAX. DEPTH STONE �,' �� AND MORTAR BED ON � � A TYP. j' WATERPROOF MEMBRANE O � �1 O / PER ARCH. ON 3/4" TBcG I�I I I ' STURDIFLOOR �� / � � STEEL BEAM PER i i � 12 � � PLAN W� CONT. 2x �\ I I � � 13/4x11�/8 LVL AT� � f� DRIVE-PINNED TO ��, � � __�-- ' �� / BACKSPAN OF �� I I „ � � � TOP FLANGE � � � I I 3 1Y4x11 /$ OSB LOOKOUTS, TYP. � \ -�� /4 � THRU-BOLTS Cs� STRUCTURAL I � � � 8217'-6Y2 \� 8217'-8 I I 16" O.C. (N) G.L. TO � , ----- � SLOPE � _ I E RIM 8218,_� SUB-FASCIA TYP. i I-JOIST RAFTERS PER � _____ __,_.-.----- � �� I�� T.O. PLYWD. \ T.O. PLYWD. � ) ' � �� _� I JOIST LOOKOUT� PLAN —� OB TYP. �, � � � � � __ - - - ,- -,�- - -,� � - - .0. KIN C�? 24 O.C., TYP. i�— i�—_� _�L i 'L �''„ 'I _` _" � �— J— � i \ _ � — ` �� — — -- — -- � - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \ \ ., � ,� � � � � � � �� 2x6 STUDS � 16" W� � � � �TYP. �; _�__ _ -��_ Y2 PLYWD. OR OSB _ _ � � � , I-� � PACK WEB SOLID BOTH � � � � _-��__ � _ I � �� I i SHEATH�NG SIDES W/ 3�4�� L � � � � � �-� � `�' � I � �I �I� � THRU-BOLTS C� 32" O.C. � � �� '� ��'� � � � , A � � (3)-2x12 SLOPING �� / E 6x12 PURLINS � � � � � � � � C�? 48" O.C. � I-JOIST RAFTERS � � � (N) SLOPING 13/4x9Y2 LVL's / PER PLAN � � (N) 63/4x16Yz G.L.'s � PER PLAN � (N) I-JOIST OR� � � � (N) POSTS IN (E) LVL RAFTERS PER � 6 REBAR x 24" DRIVEN (N) 63/4x18 G.L. � STUD WALL PER PLAN � # PLAN INTO 3�4�� HOLES IN BM � AND POST 7 SCALE: 3/4" = 1'-0" 6 SCALE: 3/4" = 1'-0" 5 SCALE: 3/4" = 1'-0" S8 S8 S8 � ��, � (N) 8x8 POST � � �� (N) 11�/8" I-JOIST 4'-1" designed by KRM � RAFTERS PER PLAN W� � PLYWD. WEB BLKG. AT drawn by 5/s" PLYWD. OR OSB %/ HANGERS checked by TDH SHEATHING � � _ j � CONT. 13/4x11�/$ LVL ISSUed � �- 12 � RIM AT TRUSSES � - / 1Y2" LTWT. CONC., TYP. � � �,� 3Y2 �CONT. RIPPED 2x10 � �, PRELIM 05/21 13 � - , / '� a2o9'-8Y4 - -___ �LAP (N) PLYWD. 3" OVER (E) QC TYP. -- ___ ___T- PERMIT 05/24/13 PURLINS W/ BLKG. BTWN. ` � - T.O. PLYWD. �B TYP. I,,, �� ,- TYPE � CONN: � 12 ,.-- ' ! �� 8209 -8Y4 CHECK SET 08/06�3 I / _ Y4�� KNIFE �j' W/ I 3Y2 �� T.O. PLYWD. � il'� (6)-3/4"� THRU-BOLTS � JOTYP. � � JQTYP. CONST 08/30/13 � �_ _ _ , \ � ,-- ----- _ e ,' �°�� REVISED 06/16/14 , �-_ OK TYP. �� ; �� _� � . , _ _ , _, , �, � REVISED 07�09�4 � , � � � `J 11�/8" I-JOISTS PER PLAN _ _ ' � 8208'-6Ya � ' ---- -_ - � �� \ /' � Ir� � ', � `'%� T.O. BM. STL BM. PER PLAN W/ / 11 /$ I-JOISTS PER PLAN CONT. 2x �j' DRIVE-PINNED � �� (E)-4x6's C�? 32" O.C. � �� " � �- '/CONT. 2x �><= �� TO TOP FLANGE - � SUB-FASCIA � sheet � �� 1 �� „ 3 �� , �STEEL BM. PER PLAN W� REPLACE (E) 6x16 �` ' �/4 3 6/4 � PREFABRICATED TRUSSES � CONT. 2x R DRIVE-PINNED FORMER RIDGE BEAM I STEEL BEAM » , TO TOP AND BOT. FLANGES W/ (N) 63/4x16Y2 G.L PER PLAN � 24 O.C. / LVL BEAM ' � PER PLAN SOLID BLKG. BEHIND BOT. � CHORD � � 4 SCALE: 3j4" = 1'-0" 3 SCALE: 3j4„ = 1'-0" 2 SCALE: 3j4„ = 1'-0" � SCALE: 3j4„ = 1'-p° S8 S8 S8 S8 JOB #1203- 06 O N CD MECHANICAL SPECIFICATIONS. 13. DUCTWORK: 18. GASAPPLIANCEVENTING: MECHANICAL LEGEND � a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2012 IMC a. ACCEPTABLE VENT MATERIALS, ROUTING, DISTANCE AND TERMINATION LOCATIONS NOTE: ALL SYMBOLS SHOWN ON LEGEND AND SMACNA STANDARDS. SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL ARE NOT NECESSARILY USED. � � 1. GENERAL: � � � � � b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. REQUIREMENTS IN CHAPTER 8 OF THE 2012 IMC. a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES -HWS- HEATING WATER SUPPLY oA OUTDOOR AIR C� V R3 0 N DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS. -�+ � NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP.#6 MASTIC ADHESIVE 19. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL -HWR- HEATING WATER RETURN RA RETURN AIR � � � U � ON THE DRAWINGS AND/OR SPECIFIED HEREIN. � � � WITH VERSA GRIP OR MESH. EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, -Cws- CHILLED WATER SUPPLY Sa SUPPLY AIR � � cn �� b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A d. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK SHALL STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE � � � O � COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE -CWR- CHILLED WATER RETURN EA EXHAUST AIR Q � O > O NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTHER REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY -� � Q � SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY -SMS- SNOWMELT SUPPLY RAD RETURN AIR DAMPER U � �� FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. TERMINATE WITH A WALL CAP MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND � TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE -SMR- SNOWMELT RETURN SAD SUPPLY AIR DAMPER � � � WITH A BACK DRAFT DAMPER. SCREENS ARE PROHIBITED. REFER TO SECTION 504 OF THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT � � � N j� Q SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING THE 2012 IMC FOR MAXIMUM DRYER EXHAUST DUCT LENGTHS. IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. -RFS- RADIANT FLOOR SUPPLY SG SUPPLY GRILLE � � � � L.L_ DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. '� +� � +� .� e. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM/.08" PRESSURE -rzFR- RADIANT FLOOR RETURN RG RETURN GRILLE � � � (/) DROP PER 100 FEET. 20. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT � GAS TG TRANSFER GRILLE � U �O � 2. WORKMANSHIP: � .J i f. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND/OR EXHAUST)SHALL BE TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR. EXACT Q N N a. T H E W O R K S H A L L B E A C C O M P L I S H E D I N A T H O R O U G H A N D W O R K M A N-L I K E M A N N E R EQUIPPED WITH A MEANS OF SHUT-OFF WHEN VENTILATION IS NOT REQUIRED,AND LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES -M P G- M E D I U M P R E S S U R E N A T U R A L G A S s D S U P P L Y D I F F U S E R � o Z S � � � � SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT REQUIREMENTS. � PIPE RISER RD RETURN DIFFUSER .� V 0 Cp ap � FOR AIR INTAKES AND/OR DISCHARGES. �+ PIPE DROP TD TRANSFER DIFFUSER � •L W �'� � 3. MATERIALS: w U w � ' g. DOUBLEOTHICKNDSS URNINOG VAON SPSHALL BE USED ON ALL DUCT TURNS OF 90 21 WORKING SPACEEN FRONT�OF CC SSHPANELST O TH�E COMPR SSOR, B OWER ASSEMBLY AND " PIPE TAKEOFF (FROM BOTTOM OF MAIN) QT THERMOSTAT � W � � � j a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE o ti > KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. � -�- PIPE TAKEOFF (FROM TOP OF MAIN) � ^.� � AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. � PIP END CAP 0 SENSOR (CALL OUT ON DRAWINGS) � 14. HEATING PIPING: '}' U � O � 4. SITE INSPECTION: a. HEATING HOT WATER PIPING 2'/z" INCHES AND BELOW SHALL BE TYPE"L" COPPER, HARD 22. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE � PIPE CONTINUATION � FIRE/SMOKE DAMPER U '� ,V 00 O � a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND - �� DRAWN, WITH WROUGHT COPPER SWEAT FITTINGS. JOINTS SHALL BE SOLDERED WITH APPROVED VIBRATION ISOLATORS. PIPE EXPANSION GUIDE }, � O � Q THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE 95-5 OR SILVER SOLDER. CONDENSER WATER AND HEATING HOT WATER PIPING 3"AND FIRE DAMPER •- V � OF THE WORK. �I� PIPE UNION � � C � � ABOVE SHALL BE SCHEDULE 40 BLACK STEEL A-53 SEAMLESS PIPE WITH WELDED 23. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO �� PIPE ANCHOR 0-�-�- MOTOR OPERATED DAMPER(MOD) � � a � � b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A �_ �� FITTINGS. INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE,ADEQUACY OF FLEXIBLE PIPE CONNECTION �/ Q COMPLETE AND FUNCTIONAL SYSTEM. b. VALVES SHALL BE CRANE, WALWORTH, NIBCO, STOCKHAM OR EQUAL; SERVICE FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER � MANUAL BALANCING DAMPER ` p c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS PRESSURE SHALL BE AS REQUIRED. VALVES SHALL BE SUITABLE FOR SERVICE OPERATING CONDITION. � PIPE EXPANSION JOINT m FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE POINT OF NEW CONNECTION yR,p CHANGE OF ELEVATION INTENDED. e (D) DROP (R) RISE � EXAMINATION. c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI 24. TEST& BALANCING: ��I- PLUG VALVE � REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN FLEXIBLE DUCT CONNECTION 5. CODES AND PERMITS: -V�- CHECK VALVE d. PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3.5 FT PER 100 FEET&4 INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. BALL VALVE TURNING VANES IN 90° ELBOW ti'y"��=lr "�r,r a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2012 �-�� FEET/SEC VELOCITY. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR ��i';�. `- ``� INTERNATIONAL MECHANICAL CODE (IMC), 2012 INTERNATIONAL ENERGY �� BALANCING VALVE DUCT SIZES ARE NET FREE AREA 4i~ �,` C � _ e. CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE REVIEW AND APPROVAL. ��,,,, � �,�� `'- CONSERVATION CODE (IECC)AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL ??x?. 1ST NO. IS DUCT WIDTH. u _ - DIFFERENTIAL ACROSS THE VALVE OF 2 PSI. c. ALL REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE �- FLOW REGULATOR VALVE BUILDING DEPARTMENT. 2ND NO. IS DUCT DEPTH. _� "� �- ;- f. PROVIDE 3" DIA. x 24" L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE TEST& BALANCE CONTRACTOR. -�\� BUTTERFLY VALVE � � 4 * ` b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. AGGREGATE TO NEUTRALIZE THE BOILER'S CONDENSATE DRAIN. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE � SECTION THRU ROUND DUCT 4Y� S � ,�i � c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE PLANS. � ' PRESSURE REDUCING VALVE �^ � ARCHITECT. � SECTION THRU SUPPLY AIR DUCT ''r,.`` - ,� C� "1 15. DUCTWORK INSULATION: � 'f, '��_� At� ,:` a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER 25. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL 2-WAY CONTROL VALVE :;rr � ,,E �l�xu�3�inx�� 6. AS-BUILTS: SECTION 604 OF THE 2012 IMC. PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS. � � SECTION THRU RETURN/EXHAUST AIR DUCT a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH ALL 3-WAY CONTROL VALVE b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME-SPREAD INDEX NOT <�� ROUND DUCT TURN DOWN CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 50, PER THE 2012 IMC. 26. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS 4-WAY CONTROL VALVE ACCEPTANCE AND PAYMENT. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH � SUPPLY DUCT TURN DOWN c. RECTANGULAR SUPPLY, RETURN &TRANSFER DUCTWORK SHALL BE INTERNALLY LINED MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST � DIFFERENTIAL BYPASS VALVE 7. GUARANTEE: WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSES SPECIFIED BELOW. BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. � RETURN/EXHAUST DUCT TURN DOWN W a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON d. CONCEALED ROUND, CONCEALED OVAL &OUTDOOR AIR DUCTS SHALL BE EXTERNALLY � STRAINER �CFM-S � � ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNAL VAPOR BARRIER. 27. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, NECK SIZE� SUPPLY REGISTER/DIFFUSER/LOUVER YEAR AFTER COMPLETION. REQUIRED R-VALUES ARE SPECIFIED BELOW. OPERATION & MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY FOR SERVICE � NATURAL GAS PRESSURE REGULATOR CF� � e. ALL SUPPLY, RETURN &TRANSFER DUCTWORK LOCATED WITHIN THE BUILDING CLEARANCES. NECK SIZE RETURN REGISTER/DIFFUSER/LOUVER � 8. SUBMITTALS: ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-4 (1" LINER) UNLESS SPECIFIED � AIR VENT CFM-O.A. a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE NECK SIZE OUTSIDE AIR REGISTER/DIFFUSER/LOUVER � OTHERWISE ON THE PLANS. 28. FILTERS: SUBMITTED TO THE ARCHITECT FOR REVIEW (ELECTRONIC OR SIX COPIES OF EACH). f. ALL SUPPLY DUCTWORK LOCATED IN ATTICS OR OTHER UNCONDITIONED SPACES a. SHALL BE UL RATED AND APPROVED. � PRESSURE -TEMP. TAP �F� EXHAUST REGISTER/DIFFUSER/LOUVER � SHALL BE INSULATED TO A MINIMUM OF R-8 (2" LINER). ALL OTHER DUCTS IN b. PRESSURE DROPS SHALL NOT EXCEED .10"STATIC PRESSURE. NECK SIZE 9. COORDINATION: UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-6 (1-1/2" LINER). � PRESSURE GAUGE �-CFM DOOR UNDERCUT Q a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 WITH A VAPOR 29. ELECTRICAL CONNECTIONS: � � � w b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE g � THERMOMETER A (A)SECTION CUT LINE BARRIER. a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS,THERMAL � � BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL � B (B)SHEET SHOWN ON O 16. PIPING INSULATION: TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL O 10. CUTTING AND PATCHING: a. ALL HYDRONIC PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS CONTRACTOR. W � U a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING)SHALL PER SECTION 1204 OF THE 2012 IMC. b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS � BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME-SPREAD INDEX NOT INDICATED ON THE DRAWINGS. � � b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. � U J MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 450, PER THE 2012 IMC. c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE Q c. X-RAY SLABS PRIOR TO CORING. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. CONTRACT DOCUMENTS. Q c. ALL HYDRONIC PIPING SHALL BE INSULATED TO A MINIMUM OF R-3. d. C O O R D I N A T E A L L E Q U I P M E N T R E Q U I R I N G E L E C T R I C A L P O W E R, R E G A R D L E S S O F C]U T D C)�F� R��E T � � > 11. CLEANUP: d. ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE "k" COPPER AND VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND �+ a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION. OPERATIONAL. �7C H ED U LE J REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK e. ALL TNREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. � AND LEAVE THE PREMISES CLEAN AND ORDERLY. (�UTD�OR SUPPLYWATER � � 17. TEMPERATURE CONTROL DEVICES: f. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY �'EMtl��RAYURE tF� TEi'�IIPERATt.9RE SETPOIfVT(F} � a. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7-DAY PROGRAMMABLE AUTOMATIC MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. _�p pR BELOW I 180 � 12. MECHANICAL IDENTIFICATION SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS)AS SHOWN ON THE PLANS. _�� 74 � a. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES AND PROVIDING 30. TEMPORARY HEATING DURING CONSTRUCTION: _�p ��g � PERMANENT ATTACHMENT ON EQUIPMENT. SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO 55°F OR UP TO 85°F. a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING. -5 I 162 � b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, b. CONTROLS SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN b. GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 0 �5F � AND SHOWING DIRECTION OF FLOW. SEQUENCE AND SHALL BE ADJUSTED TO PROVIDE A DEADBAND OF AT LEAST 5°F � I 14'� O c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM �� I �,�� BETWEEN HEATING AND COOLING. � ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE c. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F,ADJUSTABLE SETPOINT STOPS �5 I 137 FOR FASTENER. AND SHALL BE MOUNTED AT 54"ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S za �� d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE LIGHT SWITCH. 25 125 30 119 35 113 �a �o� 45 101 SEQUENCE OF OPERATION. SNOWMELT 5a ! 9� AEC PROJECT #: 14038 MECHANICAL ROOM VENTILATION �� gg THE SNOWMELT SYSTEM SHALL BE CONTROLLED ACCORDING TO AN OUTDOOR TEMPERATURE �p g� BOILERS SENSOR AND A SLAB SNOW/ICE SENSOR. WHEN THE OUTDOOR TEMPERATURE IS BELOW 35°F,THE MECHANICAL ROOM VENTILATION SHALL BE CONTROLLED BY A WALL MOUNTED REVERSE ACTING 65 76 DATE: ISSUE: SNOWMELT SYSTEM SHALL BE ENABLED AND SNOWMELT PUMPS P-6 AND P-7 SHALL CYCLE TO THERMOSTAT. UPON A CALL FOR COOLING, SUPPLY FAN SF-2 AND EXHAUST FAN EF-3 SHALL START. 70 I 7a 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 EXHAUST FAN SHALL NOT BE PERMITTED TO RUN IF SUPPLY FAN IS NOT RUNNING. THE C7UTDdD� RESET SCHEDULE SHALL B� 07-10-14 PERMIT 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. AD]USTABLE. SNOWMELTING THE BOILERS SHALL FIRE BASED UPON AN OUTDOOR RESET SCHEDULE WITH A CRAWL SPACE VENTILATION MAXIMUM TEMPERATURE AT THE SUPPLY WATER TEMPERATURE SENSOR OF 180°F. UPON A CALL GARAGE EXHAUST FAN FOR DOMESTIC WATER HEATING,THE BOILER PRIMARY SNOWMELT PUMP P-6 SHALL STOP,THE CRAWL SPACE VENTILATION SHALL BE CONTROLLED BY A HUMIDISTAT WITH THERMOSTATIC 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 OVERRIDE. WHEN HUMIDITY EXCEEDS 60% (AD).) EXHAUST FAN EF-4 SHALL START AND RUN UNTIL HOT WATER GENERATOR. CONCENTRATION EXCEEDS 25 PPM. PROVIDE WALL SWITCH OVERRIDE. SWITCH SHALL NOT BE HUMIDITY DROPS TO 50% (ADJ.). WHEN TEMPERATURE DROPS BELOW 40°F EXHAUST FAN EF-6 CAPABLE OF OVERRIDING CALL TO EXHAUST FAN BY CO SENSOR. SHALL STOP. BASEBOARD rawn y: ec e y: BATH EXHAUST FANS FAN COIL DGD TOC 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. THE FAN COIL FC-1 SHALL PROVIDE KITCHEN MAKE-UP AIR. DURING KITCHEN HOOD OPERATION, MD-1 SHALL TO PROVIDE 600 CFM OF OUTSIDE AIR AND THE HEATING VALVE SHALL MODULATE TO MECHANICAL HOT WATER GENERATORS RADIANT HEATING: PROVIDE 70°F (ADJ.) DISCHARGE AIR TEMPERATURE. THE HOT WATER GENERATORS SHALL BE CONTROLLED ACCORDING TO AN AQUASTAT. WHEN THE ALL RADIANT ZONES SHALL BE CONTROLLED BY WALL MOUNTED TEMPERATURE SENSORS. ON A LEGEND TANK TEMPERATURE DROPS BELOW 120°F, SNOWMELT PUMP P-6 SHALL STOP AND P-3 SHALL START. CALL FOR HEAT, THE ASSOCIATED RADIANT ZONE VALVE(S) SHALL OPEN AND THE VARIABLE SPEED SPEC'S lX. THE BOILERS SHALL RAMP UP TO PROVIDE 180°F SUPPLY WATER TEMPERATURE UNTIL THE TANK RqDIANT PUMP SHALL START AND VARY ITS SPEED TO MAINTAIN PROPORTIONAL PRESSURE TEMPERATURE RETURNS TO 140°F. BETWEEN THE SUPPLY&RETURN MAINS UNTIL THE SETPOINT IS MET. SEQUENCE SCALE 1/4" = 1'-0" • 1 of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. 0 N FAN C�IL IJI� IT SCH�DUL� `� � � HEATING CDIL DATA QX CO�LING COIL DATA(FC7R P�TEFJTIAL FUTURE CO�LING) ELECTRIGA;L OPER. (n UNfT �+1AhJUFACTURER& T07AL �J.A� ESP �IMEfVSION� �r SERVICE L�]CA`I`IUN HP TC3TAL AJR SIDE WATER SIDE TOTAL PJR SIQE DX COC3LlNG�APACITY(MBH) DATA WT. REMAR�tS � TAG MODEL N0. CFM CFIUI {IN} � � � � � �IBH E�B{°F} L�B{°FJ APD EWT(°F LWT{°F) GPM P� �FT] #R�WS SOLUTIQN MBH EDB{°F EWB(°F} APD �IQN1.T(7NS TC3T.CAP SENSIBLE REFRIGERAhdT Vf PH!Hz L{It�J H{IN} W(IhJ} {L8S} � U � O N EIVVIRO-TEC WEST HALL n 1,2,PRC7VIQE�ISCHRF�GE AIR SENSQR,PRC7VIQE '�' C p � F C-1 HF'P-OB K I T C H E h I M A K E-U P A I R BEIVCH 6 0 0 6 D 0 0.2 1 1 1 6 5 1.6 -2�.D 6 9.�1 0,{]2 1 3 0.a 9 3.9 3.0 1.2 4 G L Y C O L 3 0 10 �q.9 $8.{] 6 3.� f J.{l 9 1,5 9�4.9 1 4.5 F 2-4 1{} �3 5 I�1 6 0 3 2.b 1 3.8 3�3.0 �2 2.D ❑EC}UCT ALTEREVATE TO REMQVE L7?C COIL � .� � U � � '� pp � -FLE7tIBLE C]UCT COf�fUECTIC7fV5,2-VIBRATIQN ISpLATC)RS � � � � � O � � � ti � O > O HUMIDIFIER SCHEDULE oREQ��A�ENT - �� E��.,��,�ENT v o � �� B C]I L E F� 5 C�1 E Q U L E � U N I T M A N U F A C T U R E R& C A P A C I T Y D I M E N S I O N S O P E R. }G� C ELECTRICAL DATA �� N x � GA�ACI�`Y{M�H GA,SPRESSLPRE EL�CTRIGAL � G A S R E L I E F S T A C�C �P��. pIMENSI�NS � � LL_ SERVICE LOCATION REMARKS UNIT MANUFACTUF;ER 8� g p p�J�,q�� i��y r�� FLQW MRX PD EWT LWT Q A T A �� }' � � T A G M O D E L N O. (L B S/H R) K W V/Hz/P H (W x L x H) W T. (L B S) S E�2 V I C E L C?C A T I C}N V A L L I E P R E SS D I A W T. R�M A R K S � i (n '� N ORTEC TAG MObEL Nd. I�! OL3T MIPJ MAX iBTU1GF} {GPM} 4�1 (P51} �o�� oF� V!PH 1 Hz (IN) (LB5] L(IN] H{IN) W{IN) � � U �O � H-1 W E S T U N I T M E C H A N I C A L R O O M 2-1 0 3.8 230/60/1 1 1.4 x 6.9 x 2 1.4 2 1 1,2,3,4,5, PROVIDE REMOTE CONTROL RH2 DUCT TRIPJ��,L�TUBE HEATING N1EC1-iANICAL � �S a � � � � � S�L Q 2 5 0 S Y S T�M �p p� 2��.0 194.3 5 13 770 1�.fl 2,(] 3D 12{3 140 12Ql1164 4 142 19.8 35.5 15.6 1,3,4,5,6,7 1 -HIGH LIMIT SENSOR,2-AIR PROVING SWITCH,3-INSTALL HUMIDISTAT BEHIND RETURN GRILLE,4-MODULATING CONTROL,5-OUTDOOR RESET CONTROL � V � � � � TRIRh�GLETUBE HEATING MECHRNICAL � 'L w �'� B-2 399.0 318.0 5 13 770 33.0 2.0 3Q 12fl 140 12Q1116Q 4� 20t7 2D.8 3?.2 24.7 1,3,4,5,6,7 w +� w � � � S�LC1399 SYSTEM RQC]M � J = O � AI F� �EV I C E SC H E D�'U�E OR EQUIVALEhJT � -Q�JTDO[)R RES�T,2-50% P.G.,3-3fl°/o P.G.,4-�LQW SWITGhi,5-LQVIf�IMIT Cl1TQUT,fi-E.P.O.SWITCH,7-PQLYPRQPYLENE 11�f�TING � W � � � �j 11Nl� MANI�FAC�fUR�f�& MOUN7ING FF�AM� � � t� � � N T A� ""°°��"°. �°c A T'°� �'� �,�{�� H O T W A T E R G E N E R A T O R S C H E D U L E E X I S T I N G OR EQUIVALENT (� •� U � p � TITUS 0° DEFL€CTIQN L�N€AR CO�RD.Wf GO�RD.Wf STORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM.WATER TEMP. GPH @ DIMENSIONS � � � d' � A SUPPLY FLQC7RlWALL 25 ST�E�CONSTRUC�TIQN. S�E[]RAWGNGS F�R LCJCATI�I�S,SIZES,PJVD SP�CIFIED CFMS. UNIT MANUFACTURER& OPER. •- V N CT-PP-fl 6AR GRaLLE f�CH PJ�CFd SERVICE LOCATION CAPACITY OUTPUT BOILER DROP 100°F�T REMARKS � � � pj- TAG MODEL NO. (GAL.) (MBH) GPM (FT) IN (°F) OUT(°F) IN (°F) OUT(°F) �S � � DIA(IN) H(IN) �• (�BS) U � Q � � TITUS (}° D�FLECTIQN L91�EAR GDORD.WI GQ�RD.WI B RETURN WALL 25 STEEL CONSTRUC�I�N. 'SEE�RAWINGS F�R L�CATiflhlS,51ZES,AN�SPECIFIED CFMS. � 00 CT-5$0 BAR GRILLE ARCH PJZCFi �E�WH HTP WATER MECHANICAL 60 174 10.0 8.5 180 145 40 140 246 23.25 52.5 610 RECONNECT EXISTING PIPES PER � X SSU-60 HEATING ROOM PIPING DIAGRAM ON M1.2 � TITUS 314"DDUBLE CQU�D.lN! CODRa.V'J! m C 272R�L SUPPLY �� p�FLECTfC?hf GF'.ILLE ARCH ,q�� 25 STE�!L CQNSTRUC�I�N. SEE DRAWINGS FQR LOCATl�NS,51ZES,AND SPECIFI�Q C�MS. � TITUS 112"3D°SIIVGLE COgRD.Wf COQRD.WI P U MP S C H E D U L E �R �QUIVAL�N� �' � 25RL �E��N W�� DEFLECTIDN GRILLE ,q��H q�� STEEL CQNSTRUCTI�N. SEE DRAWfNGS FOR LOCATIC]I�S,SIZES„PJ�JD SPECiFIED CFMS. lJl'JIT NI�WUFAGTURER& TC?TA� ELECTRICAL �ATA TAG IVI�DEL N�. �ER1110E LC]CfITIC7h+f TYPE �PM HEA,[] REMARKS t'y"��,r 2p�`°',r,, EXHAUST FAN SCHEDULE OR EQUIVALENT 4�Ta ��PH ��--�� --�P�� ''" � `- �Lr � __ 4i��'��t�\� '7' �~�uv� \: �N�'�`' - ELECTRICAL DATA NOISE GRUC�F�QS , „o - UNIT MANUFACTURER& TOTAL FAN OPER. P-1 B-1 MECI-� RaQIUI INLIfWE 12.p 5.Q 11a!1 1EQ 1125 1, SPEED 3 � S- r TAG MODEL NO. SERVICE LOCATION �E CFM RPM ESP(IN) POWER V/PH/Hz �SO ES) �'��BS� REMARKS Up ��-�8 _�_ � 4 � �ti � P-2 �RUNQFOS B-2 MECFi RQQM INLINE 33.0 5.0 11511 160 215 W 1 � � �; s � , � PANASONIC UP 43444 '< '�' C` ��' EF-1 BATH EXHAUST SEE PLANS CEILING 80 1,130 0.25 11 W 120/1 /60 0.4 10.2 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH '�,,�`�-,,_, �•�; FV-08VK3 GF�UNDFC�S ;� „��hlAt� ,;5�'�'��. EF-2 PANASONIC GARAGE GARAGE CEILING 257 990 0.25 62 W 120/1 /60 2.0 18.3 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH CO SENSOR AND WALL �-� UP5 5[}-6fl �'��'' HERTEFZS MECFi ROafIFl INLIPl� 40.0 11.0 11511 !60 116 1, SF'E�D 2 `'?l�ur:��:��y' FV-30VQ3 EXHAUST SWITCH GR4JNDFC}S 18Q W PANASONIC MECHANICAL FIELD INSTALLED BACKDRAFT DAMPER, INTERLOCK WITH WALL MOUNTED P-4 ��_60 BASEBC?ARDS MEGW RQQM INI�INE 14.� 1d.4] z�a�� a �� 1, 3 EF-3 �20NLF1 ROOMEXHAUST MECHROOM INLINE 240 1,260 0.25 57W 120/1 /60 1.4 16.5 REVERSEACTINGTHERMOSTAT �,_� GRUNDF4S �qpIANT MECH R�D❑M INLIR�E 13.2 6.0 11511 160 �� , 3 EF-4 PANASONIC CRAWL SPACE CRAWL SPACE INLINE 120 1,590 025 36 W 120/1 /60 1.0 13.9 FIELD INSTALLED BACKDRAFT DAMPER, INTERLOCK WITH HUMIDISTAT& ALPHA 15-a5 (MAX} � FV-10NLF1 EXHAUST THERMOSTAT IN CRAWL SPACE P � GRUNC>FaS HX 1 (B(JiLER ��CI-6 R�[JM INLII�E 10.4 3.� 11�!1 160 1l25 � UP 15-4� SIDE} � OR EQUIVALENT p_� GRUNC7FC7S F�X-1 [SN{3WMELT �� R�DC7M INLII�E 23.p 30.� 115!1 160 314 2 � SUPPLY FAN SCHEDULE �� -,�a �,a�, - SUPPLYFAN ELECTRICAL DATA NOISE DIMENSIONS OPER. 1-3�]% PROPYLENE GLYCQL,2 -5Q°/o PROPYLENE GLYCQL, 3 -VP�RIABL�S�F'�Ef3 � UNIT MANUFACTURER& SERVICE LOCATION TYPE LEVEL WT. REMARKS PR � TAG MODEL NO. TOTAL ESP RPM WATT V/PH/HZ L(IN) H(IN) W(IN) CFM (IN) (SONES) (LBS) � SF-1 PANASONIC HUMIDIFICATION MECHANICAL INLINE 400 0.4 1110 132 120/1 /60 2.1 16.5 11 13.38 26 - �7 N OWME LT SC H E D U L E OR EQUIVALENT � FV-40NLF1 SYSTEM ROOM Q ZONE MANUFACTURER & AREA BTUH/ SURFACE TUBE DIA TUBE NUMBER LOOP GPM/ GPM/ Z W SF-2 PANASONIC MECHANICAL MECHANICAL INLINE 240 02 1154 57 120/1 /60 1.4 13.38 9.44 9.5 16.5 FIELD INSTALLED BACKDRAFT DAMPER, INTERLOCK WITH EF-3 SERVICE SPACING PD (FT) REMARKS � FV-20NLF1 ROOM EXHAUST ROOM TAG MODEL NO. (SQ FT SQ FT FINISH IN LOOPS LENGTH LOOP MANIFOLD � � � (IN) 1 WIRSBO hePEX DRIVEWAY & WALKWAY 1,580 125 CONCRETE 5/8 9 11 191 1.67 18.4 9.50 50% PROPYLENE GLYCOL � O w HYDRONIC BASEBOARD HEATER SCHEDULE EXISTING OREQUIVALENT 2 WIRSBO hePEX WESTWALKWAY 380 125 CONCRETE 5/8 9 3 169 1.47 4.5 6.74 50% PROPYLENE GLYCOL � O ELEMENT FINS HEATING DATA COVER DATA 3 WIRSBO hePEX WEST UPPER DECK 310 125 CONCRETE 5/8 9 2 207 1.80 3.6 11.70 50% PROPYLENE GLYCOL � � U UNIT MANUFACTURER& LENGTH � ^ SERVICE LOCATION SIZE PER CAP EAT EWT LWT MOUNTING REMARKS TAG MODEL NO. (IN) FOOT �FT� GPM WPD(FT) HEIGHT WIDTH � (BTU/LF) (°F) (°F) (°F) HEIGHT(IN.AFF) � BB � STERLING HEATING SEE PLANS 3/4 50 VP,RIES 306 4.1 70 180 160 0.04 1.875 9.125 3 3,$ - H EAT EXC H AN G E R S C H E D U L E OR EQUIVALEN Q � CLCU75 � � � `DESIGN CALCULATIONS FOR EXISTING BASEBOARD ARE DONE ASSUMING VALUES FROMTHIS SCHEDULE UNIT MANUFACTURER& TOTAL PRIMARYSIDE SECONDARYSIDE DIMENSIONS Q TAG MODEL NO. SERVICE LOCATION MgH EWT °F LWT °F GPM PD FT FLUID EWT °F LWT °F GPM PD FT FLUID (WxHxD REMP,RKS � � ) � ) � ) � ) � ) � ) � � RAD IANT S�G F�E D U L E QR EQUIVALEN HX-1 TRIANGLE TUBE SNOWMELT MECHANICAL ROOM 284.0 180 130 11.9 1.2 30%P.G. 105 130 26.5 5.8 50%P.G. 4.9 x 13.2 x6.8 - Q TTP4-70 � Nl�'�NIF�L� ZONE MANUFRCTURER& AREA[SQ BTUHISQ S�J�:FACE �UBE DIA T�� NUNIBER ACTIVE GPNV P� � TA� TAG MdaEL N0. �E��E FT} FT FINCSH {IA1} �PACI�JG LDOPS ��Q� LOOP �PM1Za�V� �FT} R��KS - ��} ��T" EXPAN S I O N TAN K SC H E D U L E OR EQUIVALENT 1 WIRSB[3�nePE� EAST B�C�R06hJ1 E-244 240 19 CARPET 1!2" � 2 240 0.5 1 1 �.4 1,2 � � TANK ACCEPT DIMENSIONS CHARGE OPERAT. RELIEF OPER. � � UNIT MANUFACTURER& WATER O TAG MODEL NO. SERVICE LOCATION VOLUME VOLUME DIA PRESSURE PRESSURE PRESSURE TEMP F WEIGHT REMARKS 2 1MRS6D�hePEX EAST BAT�I 1 E-201 55 30 CERAMIC TILE 11Z" 9 1 113 4.4 0� 0.9 1,2 (GAL) �G,q�� (IN) H (IN) (PSI) (PSI) (PSI) �� (LBS) FLEXCON MECHANICAL 3 WIRSBD hePEK EAST KI�CHE�J E-207 37� 20 WDQ��L(]ORPNG 1I2" 9 3 244 0.6 1.8 3.4 1,2,3 ET-1 HTX 90 HEATING SYSTEM ROOM 15.0 6.0 16 20.8 12 12 30 180 155 - M 2 4 WIRSBt�hePEX E�15T LIVING E-211 250 2D WDC1D FLaDR�NG 112" 9 2 20� Q.6 1 2 3.4 1,2,3 ET-2 FLEXCON SNOWMELT MECHANICAL 15.0 6.0 16 20.8 12 12 30 130 155 - HTX90 SYSTEM ROOM 5 'WIRSBC�hePE� EAST BE[7RC�C7M 2 E,215 155 15 CARPET 1f2" 9 1 �4� 0,5 0 5 3.i} 1,2 CaLYCC]L �EE[]ER SCHEDULE DREQIJIVA,LENT 6 lMR5B0�hePE7C lIV�ST��[�RQQM 2 W=229 6� 17 CERAMIC TILE 112" 9 1 120 0.3 0.3 0.6 1,�,� AEC PROJECT #: 14038 3 UNIT MANUFACTURER& �� IJIMEN510NS FREE FLOW ELECTRICAL DATA QP��. 7 'WIRSBQ hePEX lIVEST BATH 1 W-234 40 19 CARPET 1f2" 9 1 93 0.2 02 D.2 1,2 TAG MO�7EL N�. �ERVICE Lf7CATi I�N VOLUME L{IN} VI!{IN) H (IN} (GPM) � 1/1 PH!Hz ��GHT L(7CATIQN [G,a,�} {�es) DATE: ISSUE: $ WIRSBpI�ePEX �ASTB��RaQM3 �-3�1 22p 19 CARPET 1!2" 9 2 1$� 0.5 1Q 2.2 1,2 ��-� '�'�a� HEATIRIGSYSTEM MECHA�+lICAL ,�.� �1.75 11.75 16.�{} 0.7 �4 120/1 /60 s5 - 07-10-14 PERMIT 4 MF200 ROOM 9 WIRSBC]hePEX EAST BATH 3 �-3Q2 4Q 3a CE�iAMIC TILE 1f2" 9 1 93 Q.3 {}3 Q.4 1,2,3 ��-� A7C1GtV1 SN�WMELT MECHANICAL �6 11.75 11.75 16.00 0.7 5D 12D I 1 16{} ,�� MF20q SYSTEM Rt>OM 10 WIRSBO hePEX WEST BATH 5 W-311 7� 26 CE�2AMIC TILE 112" 9 1 133 Q.5 0.5 1.B 1,2,3 5 11 WIRSB[7 hePEX WEST BE�RI']C7M 5 W-312 175 19 CARPET 1f2" 9 2 156 {}.4 {},8 1.3 1,2 F�YD F�C�h�I C K1 G KS�'►4�C E H �A�'E R SC H E D U L F QR EQUIVALEN HEATING DATA FA�1 €L€CTRICP� C]ATA DIM€N51QNS UNIT II�AhIUFACTURER& 12 WIRSBO hePE7C WEST HALL W-313 25(] 19 CARPET 1!2" 9 2 246 4.� 1.1 3.4 1,2 TAG MD�EL N�. �E��CE LQCATIC�N �� PM �� V'JP� (Fl`) V 1 P{�I 1 I°Iz t,�,lp�--�� L�NGTH �-i�IGHT QEPTH REMARKS Drawn By: Checked By: {BTI�') (°FJ {°F} (IN) {IN} (IN} DGD TOC 1 -3d°r'a 3�ROf'YLElVE GLYCQL, 2 - F�RC�PERLY INSULATE A��. LEADERS -GC}NTAC�EhIGIN�ER !F LEA�3ER LENGTH EXCEEDS 2fl', 3-FL��R S�hISOR B�AGONI�u1QRRIS EAST KITGHEN! KH-1 �IN-FL� Inl K-84 LIVING E�4ST KITCHEN 5,540 1.t? 1 A0 12Q 0.22 1151 1 16� 3(1.7 19.5 4 12 3!� - ��_� BEACC7IVl�r1C1RR15 �EST�CITCHEN WEST KlTCHEI�! 11,5$5 1.f7 180 18Q fl.43 115!1 1 fiQ �6.8 19.5 � �� - MECHANICAL TWIN-FLO 9@I K-12a SCHEDULES SCALE 1/4" = 1'-0" • 2 of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. O N CD � � STRAIGHT, UNLINED, STAINLESS STEEL DUCT � � � 4 2 � U ctT O � 4 UL LISTED AIR PROVING — � p O � M A N I F O L D S U P P O R T M U L T I T H E R M 2-W A Y �FLUE CAP 10' MIN SWITCH W S U P P L Y D U C T (n � � U� BRACKET(TYP.) �ZONE CONTROL VALVES T E A M � � � � f� RETURN MAIN INSTALL INLINE PUMP IN HORIZONTAL 36"MIN.ABOVE FLASHING DISTRIBUTOR Q �O > O STEAM HOSE, U � � Q � END CAP OR VERTICAL PIPES AS REQUIRED. ROOF ROOF MAX 5'-0" � � � � W/VENT � THE MOTOR SHALL NEVER POINT M PRESSURE DOWNWARDS. � S � �' S = CONDENSATE � �� N � O LINE � -� � �_ RETURN MANIFOLD TEMPERATURE a o �� }, PORT(TYP.) SUSPEND PUMP DIRECTLY FROM � � � � � THE PIPING. ENSURE THE PIPING � CLAMP - - - - - _ - - - 12" MIN � -� V O.> � CAN SUPPORT THE PUMP'S WEIGHT. w � -� Q N N � DRAIN DOWN ISOLATION VALVE- OTHERWISE INSTALL THE PUMP > GENERAL NOTES DUCT HIGH 3" MIN H O S E B I B P R O V I D E F U L L P O R T ON A MOUNTING BRACKET OR BASE � 1. T E R M I N A T I O N M U S T B E L I M I T S E N S O R � � � °� � � ACCU SETTER BALL VALVES UP TO 2", PLATE. DO NOT SUPPORT THE PUMP AT LEAST 12"FROM ANY IN DUCT W STEAM DISTRIBUTOR .� V � �,� � BUTTERFLY VALVES FROM ITS MOTOR. OPENING THROUGH I H 'L �, � END CAP COMPRESSION \�1/2"f1� LOOP RETURN SUPPLY FOR 2�" &ABOVE. � WHICH FLUE PRODUCTS SLOPE DUCT TO ROUTE TO FLOOR DRAIN S - W U J 2 O � A DRAIN BELOW � W/VENT FITTING (TYP) PIPING (TYP) MAIN COULD ENTER THE ti � THE STEAM (� W � (n � � q BUILDING. � � DISTRIBUTOR FLUID SENSOR INTERLOCKED s.., � ��; r Q 2. MAINTAIN MINIMUM 3' WITH AUDIBLE ALARM � � � SUPPLY MANIFOLD I w BETWEEN TERMINATION '}' U � O � STAINLESS STEEL DRAIN PAN AND OPENING INTO U '� ,V 0p O ANOTHER BUILDING. � � DRAIN DOWN STRAINER WITH COMBINATION ISOLATION VALVE & � V O � N � BLOW DOWN VALVE CIRCUIT SETTER � N � � C � - BALL HOSE BIB FLUE TERMINATION DETAIL ELECTRIC STEAM HUMIDIFIER DETAIL � � Q �- � VALVE UNION OR FLANGE SPRING LOADED CHECK VALVE- NO SCALE NO SCALE � STANDARD RADIANT MANIFOLD SHALL CONNECTION (TYP.) INSTALL TWELVE PIPE DIAMETERS � � COMPRESSION 1/2"�1J LOOP INCLUDE ANGLE VALVES ONLY AND BE OF STRAIGHT PIPE UPSTREAM m FITTING (TYP) SUPPLY FITTING (TYP) CONTROLLED BY A SINGLE ZONE VALVE � LOCATED W/MANIFOLD. 0- TELESTAT RADIANT MANIFOLD DETAIL INLINE PUMP INSTALLATION DETAIL jyTt�l3rJr 1t�1' NO SCALE � NOSCALE � Z 4i4�y1�;� �_ ;�� - . C� f'!J� - O � �'u" � ��,, mx �, ,� _ - ww NOTE: Q w " � 4 * i CHARGE SNOWMELT LOOP TUBING WITH 100 m � � �� , �S� � ��' �' C,.M1 PSI AIR TO PREVENT CRUSHING OF TUBE 5/8"f� HePEX TUBING Z � J z ;� � �` ` WHEN CONCRETE IS POURED. � o � Q '�'�,, ',:,:��AL��i 4y5;�.;�'; W a � R' ";"l?titr��:it��y'� SNOWMELTED SURFACE g � U � . . : . e e . e a a�� U � � 0 a° a� ., a ' a' . . , , � O Z � . e �a • ' e. • .e . LL J z L\l e•. a• .. • ..'9 '. . • . �p , ;: :.� +s. : a:a .. a Q. . e ':.e .� O � O � WIRE TIES TIE DOWN � TO REBAR . •� a'•_.A,• .��s, �. e' � ° 'a. . • • '.e �,, • : �. � � : ��` ' � ' ' 'a ' ° �� • .• e " .' • .° e ' a . �I2�� 4�� W ! ' ', a• � � .' ,� , • . ' d: •• • , . �\ . . & a . •�,. ' ' e'.d . ' . ' . � . , , , • e ,. 'Q . . ;e � 2" HIGH DENSIN RIGID , . , ' . . • � INSULATION UNDER DRIVEWAY. , , � �, , � �, , � �, , � �, , �, , � �, , � �, , � �, , � �, � . � �. . � �. . � �. . � �. . � �. . � �. . � �. . � �. . � �. 2"STANDARD RIGID INSULATION ' '� � ' '� � ' '� � ' � � ' '� � ' '� � ' '� � ' '� � ' '� � ' '� � . . . . . . . . . . . . . . . . . . . , � v . . . .. . . .. . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. UNDER WALKWAYS AND DECKS. �,','� �,','� � ' '� � ' '� � ' '� � ' '� � ' '� � ' '� � ' '� � ' '� _��_��_��_��_��_��_��_�� COMPACTED SUB SOIL =III=III=III=III=III= I=III=III III-III-III-III-III-III=III=III=II I I I-I I I-I I I-I I I-I I I-I I -I I 1=1 I 1= I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I 4 VFD 5 VFD W IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��IIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII AIRSEPARATOR- � - - - - - - SPIROVENT VJR 150 Q WIRE MESH PROVIDE ARMIFLEX SLEEVE S N OW M E LT TU B I N G OR SIMILAR 3-WAY THERMOSTATIC z W OR REBAR AT EXPANSION JOINT � STAI R PATTE RN D ETAI L 2 HX MIXING VALVE TO LIMIT eP � MAX TEMP TO 130° F (ADJ.). � O W 7 O NO SCALE TO SNOWMELT I I SNOWMELT SYSTEM INSTALLATION DETAIL (SLAB ON GRADE) MANIFOLDS W � U NO SCALE I I � � � � UJ „2�� p Q 2T 1%a" � Cn J > eP � 6 SUPPLY WATER HYDRAULIC SEPARATOR J _ _ _ TEMPERATURE WITH MICROBUBBLE- � � 2" MIN. WIRE TIE 3'O.C. 5/$" HePEX TUBING TIE WRAP TO CONCRETE , � CONCRETE SEE FIGURE 2 SPACED AT 9"O.C. REINFORCING I SENSOR SPIROVENT VDX200 COVER OUTDOOR AIR I OR SIMILAR � �4'�4'� SENSOR � 2�� - - TEKMAR 665 - - � S � N � I I J 9" .C. 2„ O COMPACTED TO P-6&P-7 � TO B-1 & B-2 I ET BASE SNOW/ICE � 1e ��a" 2�� GRADE SENSOR AND � SOCKET � �4�� 3I4�� 2" HIGH DENSITY RIGID 2" HIGH DENSITY RIGID PROVIDE ARMIFLEX INSULATION SLEEVES AT � I 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 3 P 2 AEC PROJECT #: 14038 TYPI AL N WMELT � � + DATE: ISSUE: C S O 07-10-14 PERMIT SNOWMELT TUBING DETAIL CONTROL DETAIL NO SCALE NO SCALE � � Qw = w 1 1 1 1 � � W � � w 3-WAY MODULATING CONTROL � w Drawn By: Checked By: MANUAL FILL � VALVE INTERLOCKED WITH MANUAL FILL � DISCHARGE AIR SENSOR AND TSTAT � O a D G D T O C (OR REMOTE SENSOR) � o B B � �RETURN � e e MECHANICAL ROUTE TO FLOOR ISOLATION VALVE 2F GF DRAIN (TYP.) DETAILS COIL STRAINER-ARRANGE PIPING FOR USE AS COIL DRAIN — �SUPPLY�)�; I HEATING WATER PIPING DIAGRAM AUTOFLOW AUTOMATIC BALANCING COMBINATION BALL SHUT-OFF AND NO SCALE „ _ ,_ „ FLOW CONTROL VALVE SCALE 1/4 - 1 0 3-WAY COIL PIPING DIAGRAM NO SCALE � 3 of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING COtrSULTANTS,INC. O N ' ' � � 1 � � GENERAL NOTES: SHEET DETAIL NOTES: _ _ � � � f � � � � � 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND 1O CONNECT 3/4" HWS/R TO RM-2. }, U (LT O � STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE SM � O � � STRUCTURAL ENGINEER. O2 CONNECT 3/4" HWS/R TO RM-3. � � '- U 00 1 � � � � 3 � � � o� 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O3 CONNECT 1�"SMS/R TO SM-1. O � O Q O A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 4 O CONNECT 1"SMS/R TO SM-2. 0 � � � 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW � � p � � X O THE FLOOR DECK. � �a=. N c� U � � � LL_ 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. 9"WALL CAP. INSTALL ON 9"WALL CAP. INSTALL ON SIDE OF SHED �L � � � - SIDE OF SHED ROOF ROOF. MAINTAIN 3 FT OF CLEARANCE FROM N .� ANY OPERABLE OPENING INTO THE BUILDING � � U �O � � � Q N � °� � �So�o � �� 0 � � cc� W � W � � � , , � J = o � � W � � � � - - - - - - - - - - - - - — � � � � a� r � � � o � � -� � � o I o � I I � � 0 � � � a� � �� IMAINTAIN FIRE RATING AT I � � Q � � I CEILING PENETRATION I � X O I %4' HWS/R UP I m � I %a" HWS/R � I 1Yz' SMS/R I .jyitatarlr -�t�r, EF I �i151t � ,� }rr,. 2 4i��,tt}•� (� L� _ . �� < - I � ;V t� "�� _ - • � 1" HWS/R UP I �` `u �- ` - . 4 * r � RZ � - � s � �' � 1" HWS/R �� `Y I � � r� 620 SF I ��',<l :'�-:�hlAL��i 4y5;� "'�c, ��' 1?t2rr�2:it7J1 I I WEST I I STAIR 107 I � � � — � � I RM I I � , 2 3 U - - SM O� I � r - 2 4 I � - - - � � V �- - - - 1" HWS/R I � 1%2' SMS/R � I W � � � I RZ-11 � � � ; L - - - - - ,- J 0 � � z w - - - - - - - - - I , = E EAST � I ST CRAWLSPACE � � � 14/3.5 RETURN UP � � / O I I I (UNLINED) � O RM � C° � � � _ I ,_,, L SF-2 & EF-3 2 1 � � - � ., 1" SMS/R UP � � � J -�. � U EF 1%a" HWS/R Q � 1" SMS/R %4' HWS/R UP 4egDD 14/3.5 � DD 8 � � � � BDD 6"QJ Q � � SF � � � � 6�� 14/5 1(E)W' ' 2 � \ � o � � � � � o H �E�WH1 � � 4" BOILER FLUE AND II � � 4" COMBUSTION AIR � N SF � � UP (TYP. OF 2) II 1 �E�W � DO NOT ROUTE J RELOCATE EXISTING � � � DUCTWORK OR � O WATER HEATERS TO � r r 1 PIPING OVER MECHANICAL ROOM (E)W� I I I I B ELECTRICAL M � � e2 PANELS IN THIS I '`�`� o B LOCATION cpnr� � � � e 10/6 g/g 6"� 8 f� � � BDD AEC PROJECT #: 14038 o��o R3 � 3� DATE: ISSUE: 6"r� 07-10-14 PERMIT Drawn By: Checked By: DGD TOC 6"Q) BASEMENT � � MECHANICAL OPEN 6"Q1 DUCT WITH PLAN WIRE MESH COVER NORTH BASEMENT MECHANICAL PLAN SCALE 1/4�� - 1�-0�� SCALE: 1/4" = 1'0" • 4 of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. O N CD � 00 GENERAL NOTES: SHEET DETAIL NOTES: _ _ - - � � _ - - - - r� - - - � � � � � N 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND 1O CONNECT 3/4" HWS/R TO RM-1. I r }, U (LT O � I - - - - STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE � - � � � a0 STRUCTURAL ENGINEER. O2 RELOCATE EXISTING EXHAUST FAN AND RECONNECT DUCT TO I � � � •� U pp EXISTING EXHAUST DUCT. � I � � � �� 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE I I � � � � � � A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. O3 CONNECT 4"f1� DUCT TO EXISTING EXHAUST DUCT. � I I O .� O Q O U �, � � 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW 4O EXISTING EXHAUST FAN AND EXHAUST DUCTWORK TO REMAIN. �' � � � p � � . . O T H E F L O O R D E C K. I � � �.,_. (v � V O5 1" CLEARANCE TO COMBUSTIBLES REQUIRED FOR BOILER FLUES. � � I � '� � �_ 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. � I .� � � � '� O6 CONNECT 1"SMS/R TO SM-3. � � � � � U �O � � Q N � I � °� � �So�o � I � I .� mpcoao � I � II � . � , � � W � W �ti � - � � i ca w � � � � r _ _ _ _ _ _ _ � _ _ _ _ _ , �- �� rRZ-2 �3�EF '}' U � p � �l" Rz '_' `� U � � o � 2 � I � � �Y � � I Ie � , � -� o � RZ 55 SF � �� I e I � � � � Q .� � 245 SF I RZ-2 I � J � � � � L o ;, x T r — — - ' m I 3�4�� HWS/R DN � � � � � O T � � RZ-1 � � RM � � � � � jyTZ.tarlr 1t�r� � � ��,iS1'ti� �_. ":r ri-,_ � A 80-S -� 12x4 � �,4i;��`"�� _ _ _ � n � � � _ _ u � �- � � _ � � � L � -_ - � � ,� _ �: I� i I �„ HWS/R DN L � � ;. � �, � �� . . � °� �� r � �L ,� � � M� �� r — � ��-�f::�;,Y��:��At��,�,c� I �1?tirr�a�nJ1� � Z _ _ _ _ � � _ � _ i i � � � _ i i _ _ � 111 - - - - - - - � - �L - - T RZ-3&KH-1 I I I - - - � - - - � � 11J � � I ° %a" HWS/R DN I .._, I I � � � � ��,- U EXISTING I � � TO REMAIND (E) 1NEST I I KH I I z STAIR � � I E � � L — — � I � U O S T � I Rz � ' � � E � - 370 SF I � �o �_ _ _ � - - � - - J — Z W I E> � I EXISTING BASEBOARD � TO REMAW !_L � O W EXISTING BASEBOARD I - I O - - -TO REMAIN � - - - - - - W � U ROUTE%4" IN WALL 160-R J - - C - - - - - - - - - - - - � FROM BELOW AND UP �ATY B 14x6 � � � �- - - O(E) TO FAN COIL ABOVE - � � � � � � � � � � � � � � � � 6 S3 � ;E) WEST � — � - UJ � L=DROOM 3 � �� Q � � 14/3.5 ETURN DN � � -��._ EXISTING BASEBOARD ' �(UNLINED) OO OO C� � � I I I I TO REMAIN � T �� ` � � J Q � RZ-4 A gp_g CONNECT 4" EXHAUST TO INSTALL I O 00 O � I / � - II 12x4 I I DRYER AND ROUTE UP ELECTRIC T H � � � I N THIS AREA I CONNECT 4 � I I - - - - � RZ-5 � I I EXHAUST TO � I II DRYER I I IEXISTING BASEBOARD B 14�6R I 4" BOILER FLUE AND RZ ` I T REMAIN I rj� 2 4" COMBUSTION AIR e � � 14 5 N � -�O I UP & DN (TYP. OF 2) I I 250 SF � � I II J (UNLINED) I I I O � - - I = � � LI EF RZ M I � 3 , � e II �- - - - � - - � � � I� � � M � � 155 SF I - - - � - - , \ � I I �� I �I 4O RELOCATE 2 FT OF EXISTING BASEBOARD I A 80-S I I I I EXISTING BASEBOARD FROM EXISTING BATH BB 12x4 I TO REMAIN. � T L — — — — — — � L — — — — — — — J AEC PROJECT #: 14038 I C - - � r - - - DATE: ISSUE: � so-s A 12x4 I RZ-6 & BB 07-10-14 PERMIT I EXISTING BASEBOARD TO REMAIN. BB � T RZ I RELOCATE PORTION OF BASEBOARD T 6 AS NEEDED TO PROVIDE CONTINUOUS 60 SF RELOCATE 5 FT OF I BASEBOARD ON WALL I EXISTING BASEBOARD � TO THIS LOCATION I RELOCATE 3 FT OF . EXISTING BASEBOARD � � TO THIS LOCATION � � � � � _ _ BEDf � � � INSTALL RADIANT Drawn By: Checked By: ��_ RZ-7 & BB � RZ �� TUBING IN SLAB IN DGD TOC i q $�'S RZ-7 e THIS PORTION 12x4 T 4,�� 40 SF � � � °"'�' S EF � MAIN LEVEL �I CLOSF 1 I I I I I I ► � N � - LZJ � � � � ► � � � MECHANICAL INSTALL STAPLE-UP PLAN RADIANT TUBING IN 4"WALL CAP. TERMINATE A MINIMUM THIS PORTION OF 3 FT FROM OPERABLE OPENING TO BUILDING NORTH 1 st FLOOR MECHANICAL PIPING PLAN SCALE 1/4�� - 1�-0�� SCALE: 1/4"= 1'0" • 5 of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. O N CD � � GENERAL NOTES: SHEET DETAIL NOTES: � � � � � � � 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND 1O BOILER FLUE TERMINATION AND COMBUSTION AIR INLET MUST BE � U ctT O � STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE LOCATED A MINIMUM OF 36"ABOVE THE ROOF PER TOWN OF VAIL � � � U o0 STRUCTURAL ENGINEER. AMENDMENTS TO THE INTERNATIONAL FUEL GAS CODE. BOILER FLUE � '� pp TERMINATION SHALL BE LOCATED BETWEEN 12"AND 24"ABOVE THE AIR � � cn �� 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE INLET AND 12" MINIMUM HORIZONTALLY FROM THE AIR INLET. BOILER � � � � � A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. VENTS FOR EACH INDIVIDUAL BOILER MUST BE LOCATED A MINIMUM OF O .� O Q O 12"APART. U � � � 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW � p � � X O THE FLOOR DECK. O2 EXISTING EXHAUST FAN AND EXHAUST DUCTWORK TO REMAIN. � �.,_. N � V � � � L.L_ 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. O3 4"Q) DRYER VENT FROM BELOW AND TERMINATE AT 4"WALL CAP. .� � � � '� MAINTAIN 3 FOOT CLEARANCE FROM ANY OPERABLE OPENING TO THE � � U O � BUILDING. TOTAL ALLOWED LENGTH FOR THE DRYER VENT IS 35' � -� Q N (v � UNLESS A DRYER WITH LONG DISTANCE VENT IS INSTALLED. VERIFY � o� � � � � WITH THE MANUFACTURER PRIOR TO INSTALLATION. � � TOTAL CALCULATED LENGTH: � c,�j � � � � VERTICAL RUN = 10' W � W � ~' � HORIZONTAL RUN = 16' � J = O NUMBER OF 6" SMOOTH RADIUS 90° ELBOWS =3 (x 1.75'/ELBOW= 5.25') _ � W � � � �j TOTAL= 31.25' �� s.., ..'� � � � � � 4O 4"Q) DRYER VENT FROM BELOW AND TERMINATE AT 4"WALL CAP. ' EF RZ-g � � � � � � '}' U � O � MAINTAIN 3 FOOT CLEARANCE FROM ANY OPERABLE OPENING TO THE O� 1e S � r � � � � O � B U I L D I N G. T O T A L A L L O W E D L E N G T H F O R T H E D R Y E R V E N T I S 3 5' � }, � � � � UNLESS A DRYER WITH LONG DISTANCE VENT IS INSTALLED. VERIFY � , RZ I � � � � – WITH THE MANUFACTURER PRIOR TO INSTALLATION. L J e9 I U � Q .� � TOTAL CALCULATED LENGTH: I � � L VERTICAL RUN = 12' I 40 SF I I yI� pp HORIZONTAL RUN =0' ' RZ g Q p ` �T m NUMBER OF 90° ELBOWS = 1 (x 5'/ELBOW= 10') I��M . O TOTAL=22' 8Z � O5 TERMINATE BATH EXHAUST FAN WITH 4"fl�WALL CAP. MAINTAIN 3' r RM� � � � I I 4 220 SF CLEARANCE FROM OPERABLE OPENINGS TO THE BUILDING. jyTt�l3rJr 1t�r O6 PROVIDE ACCESS TO FAN COIL AS REQUIRED BY MANUFACTURER. �i'�"t�, °- ``� �''> COORDINATE WITH ARCHITECT. I I I 4i~�,,�`' -_ . � C� f-!� �,uv ta "�,�`'-. n �� ., ,° � `- �- - J �- - � Rz-s - 7 CONNECT%4" HWS/R TO FC-1. _i , 4 ` * ` �8 CONNECT /4" HWS/R TO RM-4. s � T — — — — — — - �, s � �' � 9 - r ;„� 4 - - - - - � — � � . c� ,� CONNECT 3/4" HWS/R TO RM 5. � '�� "'� *� O � � 1 EF � � ''�. ��h�At r y};,., � - - , � � � ^ 1 ";�rl?x�rr��:ins't�'' 10 RECONNECT EXISTING HWS/R CONNECTED TO EXISTWG BASEBOARD =� � � �na � I TO KH-2. � � I I EXISTING BASEBOARD I 1'�F I RM � r O I 5 g RZ-10 � I TO REMAIN. 1 � I T RZ-10 I J; � � — — — — — � � � 00 S I - - - - - - - - - � - J � OO � �--�- ' I I I I I I I I � � I Ro I � e a � . � � U _ _ _ � WEST � � � � � I � L _ _SJ — T 3 8 — — — — — � I - - - - RZ-12 � � � � � � KH � 2 10 I I I I T W � I � � � � � �I �N � � � � I RZ-11 I Q �, — — — — � � � � � � I T � � � � �J RZ I RZ I 11 � O � � 12 r - - � I 175SF O I � C 600-S I I I 250 SF � � �� J I � 14X14 W � U �, �, ' o ' - � � I � , , -� � QC J � � r , 1 � MD RZ-12 I � — r I I / � FC 1 14/10 T � J � L _ _ � I ,� 2 � � I �. � 0 �E>o � 0 �� - � I J > Cn � � � J � _ _ _ _ _ _ � 0 _ �E�o - - - - L — � - - - J I - - - 12/12 �a � � � o . _ � Q — A 600-0 � v I I 24x12 %;' �� I I �/ // r �i r: � fl O4 TERMINATE BOILER FLUE& � � � (E) WEST � � I I DI I G COMBUSTION AIR ACCORDING TO i;,ii;;i/;iij; 4" DRYER EXHAUST DN MANUFACTURER'S INSTRUCTIONS. � �� OROUTE FLUES TO ROOF. IY;y_ . I � �� n EXISTING BASEBOARD TO REMAIN. � I I M II � �� MODIFY AS NECESSARY TO I ACCOMMODATE NEW DOOR. I I \ I \ \ I II \ I SZ I I AEC PROJECT #: 14038 e � I 310 SF I I I I DATE: ISSUE: I II � I 07-10-14 PERMIT I II I II I I I I z�, I WEST I J� , DECK 1 �� I I I I Drawn By: Checked By: �� I I DGD TOC �C�]�II�., � I � �G�G�C � I ��]�� I ♦ �� UPPER LEVEL � �-� , I I � - - J � - - - - - - - - - - - - - - - - - � �I � � MECHANICAL . � PLAN NORTH 2nd FLOOR MECHANICAL PIPING PLAN SCALE 1/4�� - 1�-0�� SCALE: 1/4" = 1'0" • 6 of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. O N CO � � � O � GENERAL NOTES: � .� � o � � � ovao 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND � '� 00 STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE � � � �� STRUCTURAL ENGINEER. O � � � ti � OQO 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE U Q � �� A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. - -�- � �� N � O 3. ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED � � � '� � LL_ UNDERGROUND. � � �� C!) '� p� U 4. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. / � -� Q N LN V � � "1 — °� � at5 00 � SHEET DETAIL NOTES: ' � � � � � `� ° `� °0 `� ' � � � � ' ; w U w �ti �' 1O INSTALL SNOWMELT SENSOR AS SHOWN. ENSURE THE SENSOR IS , � � � � J = O j SPACED EQUIDISTANT BETWEEN ADJACENT SNOWMELT TUBING. / r � � ` � W � j � > COORDINATE EXACT LOCATION WITH G.C. % � � I � `� �� 'a"' U � p � � ' � � � � � � 0 � � � � o }, � � �t' � � � ` `� I � � Q � N � � � V L � 'd. ~ _ ' ' � ` � � 00 X �" .i � ; �` ♦` .. I m / ' ♦ � : :.; :.;. � i ' ' - � � 1 SZ ; �` / �� -.t .:;:. . ','..;.,.: � � � / i , 1e � �� • ; . .:. � 1580 SF � �� ... I / / \ 1 ` — _ � . - . ' jyTt.l3rJr 1t�r,. ' � \ 1 ' � � . `.:��.... ...�� f �iif�t� f_ :...,� 'rJ'a. 1 ; , �/ � \ � 1 S � � � � � �►� � � � • � ° �.4uV?` �C� H�,��r�� - - , .. .::..:'..:, • � . , � _ - � '�. � � ;�:.. ,_ ;� / � 1 � � - _ . - .� 4 = =: / . . . 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I� I I . I I �. i i.' , .' . ./.,. . � . II � „ ii u --� - , , .. . ii ii � .. .. . ii ii � � ... . . . � .� . ii ii � - . . � � � �� I� I � r-- � . � . . . . , � J . . . ., : r, ►► � � , N : � . , " . , � �: ��_ �: � :� � � � � o J , , _ . . ► �� O . .: . . I ..�'.'.. ��" .� ' ' .. .. . . . .. L - . . . . ' .:..�..:.'...�'� �. ....:..... :..�'..�` "' • I � .......•�,..'��..� •.:. � ___________ ___�_________J I II I II ' , . . . . M , �, , . . ,� . . .� � , . .. ..� . . .� �� . . . . . ►� :: : . . � . � �� . . . � �► . . .. . � �� , �. LY '. II Y ; . ...... .: ... .. I I I� AEC PROJECT #: 14038 � �� :, . .......:. ... . �...��.�. .. . .. ..:.... �.. : : . ; .. �.�r=- ------------ � .::...�:�: �:::.. :, ' . DATE: ISSUE: ' ,' 07-10-14 PERMIT � l o . � ee �.o o e , e • e Drawn By: Checked By: • , DGD TOC . e o , , e � j, S ITE �� MECHANICAL V PLAN �� NORTH SITE MECHANICAL PLAN S�ALE l�g�� = 1�-0�� SCALE: 1/4" = 1'0" • 7 Of 7 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. DEMOLITION NOTES: � TYPICAL8�o��CEILING ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS � � `��\ i / 1. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL WIRING DEVICES, E. Provide GFI type receptacles at kitchens, bathrooms, ,}�,, O � a LIGHT FIXTURES, ETC., WHICH ARE INDICATED TO BE REMOVED. IN (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) � garages, exterior etc. as required by code. � cA c6 � GENERAL, SYMBOLS WHICH HAVE AN (E)ADJACENT ARE DEVICES WHICH � cn � ARE EXISTING, AND WHICH ARE TO REMAIN. SYMBOLS WHICH ARE O RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS A. G e n e ra I Req u i re m e nts � U (6 O � SHOWN ON THE PLANS AND WHICH HAVE AN (R)ADJACENT, INDICATE Q-I WALL MOUNTED LIGHT FIXTURE 15. SUPPORT - � AC -ABOVECOUNTER � .L O U � DEVICES TO BE REMOVED, SYMBOLS WHICH HAVE AN (RL)ADJACENT, RECESSED FLUOR.LIGHT FIXTURE AFF -ABOVE FINISHED FLOOR �� SCOPE: Furnish all materials and labor required to execute this work A. Support all electrical equipment independent of accessible ceilings as (n � � � INDICATE DEVICES WHICH ARE TO BE RELOCATED. SYMBOLS WHICH Aa AFG -ABOVE FINISHED GRADE U) (q �d' as indicated on drawing and as specified, as necessary to complete the required by NEC. MAIN CIRCUIT BREAKER& AHJ -AUTHORITY HAVING JURISDICTION � N � HAVE AN (RW)ADJACENT, INDICATE DEVICES WHICH ARE TO BE qy SURFACE FLUOR.LIGHT FIXTURE contract. Electrical work shall include, but not limited to,these ma'or � `+- � � BRANCH CIRCUIT BREAKERS AL -ALUMINUM 1 O � O � O r'1 REWORKED. SEE RESPECTIVE LIGHTING OR POWER PLANS. DEVICES FIXTURE DESIGNATIONS: CU -COPPER items: 16. ELECTRICAL BOXES '� � Q f� MAXIMUM MOUNTING HEIGHT WHICH ARE TO BE REMOVED MAY REQUIRE REWORKING CONDUIT AND UPPER CASE-FIXTURE TYPE EC -ELECTRICAL CONTRACTOR U � � � (S 79��, MINIMUM IS 18��. LOWER CASE-SWITCH DESIGNATION EM -EMERGENCY A. At fire rated wall, space electrical boxes at opposite sides of the wall d' � WIRING IN ORDER TO MAINTAIN SERVICE TO OTHER DEVICES. IF A. Complete wiring system for new lighting and power as shown, � � SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP GC -GENERAL CONTRACTOR no less than 24�� horizontal distance. � � � � Q �^ REMOVED DEVICES ARE ON WALLS OR CEILINGS WHICH ARE TO REMAIN, � GND -GROUND including new panelboards, new conduits, new wires, new wiring �}, N 00 �u0 BLANK COVER PLATES ARE TO BE INSTALLED ON OUTLET BOXES. �� 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. � � � � � _ � MC -MECHANICAL CONTRACTOR Locate respective receptacles next to each other on site with no more �L '� � }' - �� TRACK LIGHT AS NOTED OR SCHEDULED NIC -NOT IN CONTRACT and power system. � i (/� �� NL -NIGHT LIGHT t han 1��separa ting cover p la tes. N � (� � � 2. WHERE REMODELING INTERFERES WITH CIRCUITS IN AREAS WHICH ARE WALL WASHER (� O � NTS -NOT TO SCALE a. Com lete feeder s installation as re uired for new and/or �t' Q OTHERWI SE UNDI ST URBED, CIRC UIT S SHALL BE REW ORKED A S POLE-MOUNTED FIXTURE PC -PLUMBING CONTRACTOR p � � p 17. METERIN G � J Q N N � d. �0 electrical apparatus as shown on single line diagram and � � U REQUIRED. POST(BOLLARD)FIXTURE REF -REFERENCE A. EC shall coordinate whether or not meters require lever bypass with local - °� � oZS op � o0 p � UG -UNDERGROUND drawings. � � � i 3. EXISTING DEVICES AND CIRCUITING WHICH ARE SHOWN ARE INDICATED � STEP LIGHT UNO -UNLESS NOTED OTHERWISE utility and provide all meters with a lever bypass when required. .� � � � � ('a UTP -UNSHIELDED TWISTED PAIR b. Complete branch circuit wiring required for the connection of � .0 �� O❑ � CEILING OR WALL MOUNTED EXIT LIGHT L W � � � �J TV ONLY FOR INFORMATIONAL PURPOSES. THE ELECTRICAL CONTRACTOR WP -WEATHER PROOF emergency lighting and exit signs to existing emergency stand w .,._. W ? SHALL VISIT THE SITE AND SHALL VERIFY CONDITIONS AS THEY EXIST � EMERGENCY BATTERY LIGHTS XFMR -TRANSFORMER by power system. � � V J 2 O � � AND SHALL REMOVE, RELOCATE AND/OR REWORK ANY ELECTRICAL � DUPLEX RECEPTACLE @ 18"UNLESS NOTED +18" -MOUNTING HEIGHT TO CENTERLINE B . C at 6 W i ri n g Re q u i re m e n ts � I� OF DEVICE AFF OR AFG � w � (n � � � EQUIPMENT OR CIRCUITS AFFECTED (WHETHER INDICATED OR NOT) DUE � DOUBLE DUPLEX RECEPTACLE @ 18��UNLESS NOTED 2. Complete provision, installation and connection of lighting fixtures, L � CO FINISHED FLOOR TO REMOVAL OR REWORKING OF EXISTING WALLS, CEILINGS, ETC. THE 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, � � � � � ELECTRICAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL WORK SPECIAL OUTLETAS NOTED �FACP FIRE ALARM CONTROL PANEL 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable a-' U N O � � 3. Fire alarm system will be by electrical contractor. TO BE DONE BY OTHER TRADES BY STUDYING THE ARCHITECTURAL, � DUPLEX RECEPTACLE HALF-SWITCHED @ 18"UNLESS NOTED ANN FIRE ALARM ANNUNCIATOR PANEL manufacturers include: Berk-Tek, Belden, Lucent or equivalent. U '� ,�? op O 4. Com lete connection of HVAC/Plumbin motor s water heater s � � STRUCTURAL, MECHANICAL, AND PLUMBING DRAWINGS. � POP-UP RECEPTACLE Q FIRE ALARM PULL STATION p g � �' � �' � � � � � TY P I CAL D EV I C E equipment, etc. furnish by mechanical-refer to both electrical and B. Data cable will be colored blue. Voice cable will be colored white. -- V � 8 TELE-POWER POLE � ALARM HORN OR SPEAKER � � C � � 4. COORDINATE THE ROUTING OF ALL CONDUITS WITH THE MECHANICAL and mechanical drawing for scope and work and additinal infor- C op �� 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 G � � ~ M O U N T I N G H E I G H TS AND PLUMBING CONTRACTORS IN ORDER TO AVOID CONFLICTS WITH mation. L DUCTS, PIPES, ETC. �Q a JUNCTION BOX IN FLOOR,CEILING OR IN WALL •H THERMAL HEAT DETECTOR modular RJ-45, 8 pin, 8 conductor, Hubbell, Leviton, or lucent or equivalent � 8 � COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL �I SMOKE/IONIZATION DETECTOR f BCkS, match faceplates to power, color coded for voice and data, match to � X 5. Provide grounding and bonding Facilities. O 5. ALL EQUIPMENT, LUMINAIRES, DEVICES, ETC.,WHICH ARE REMOVED, �--9 TELEVISION OUTLET •P PHOTOELECTRIC SMOKE DETECTOR c a bl e. O u tl e t s will b e s e c ur el y h el d in pl a c e. m NOT TO SCALE SHALL BE DELIVERED TO THE OWNER FOR DISPOSITION.ALL ITEMS TELEPHONE BACKBOARD •H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR 6. Complete all electrical demolition as required. � NOTES: D. Wall mounted patch panels will be provided. 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX �NHICH ARE REMOVED AND NOT WANTED BY THE OWNER AND WHICH CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING s�'' � DUCT DETECTOR � UNLESS NOTED OTHERWISE. ARE NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR -� CIRCUIT HOMERUN Q SPRINKLER SYSTEM FLOW SWITCH 7. Core drilling and patching of existing building structure required for E. All cables will be labeled with self-laminating labels at each cable end, at each AND SHALL BE REMOVED FROM THE SITE. - coN�uir RuN aE�ow F�ooR oR�Ra�E �+ SPRINKLER SYSTEM TAMPER SWITCH electrical work. Core drilling shall follow Building Standard procedures atch an p g 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP - - , p p el location, and each wall/floor face late that has wirin installed. OF DOOR TRIM AND CEILING LINE. J CONDUIT STUB-UP-CAP&MARK �\ STROBE and contractor shall have written approvals from building owner prior Coordinate numbering scheme with owner. t�{}jth�L�r`7"F,R r"'frr,r 6. THE COST OF CUTTING AND PATCHING NECESSARY FOR THE LIGHT SWITCH AT 46"UNLESS NOTED D SMOKE/FIRE DAMPER CONNECTION to start of an work. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS � O Y ,, , ' - INSTALLATION OR REMOVAL OF ELECTRICAL WORK SHALL BE INCLUDED SUBSCRIPTS: �:, 4 AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN REMOTE INDICATOR LIGHT F. Provide plenum rated cable when required by article NEC 300-22. c ..-' �� '��'�� - IN THE ELECTRICAL CONTRACT. COORDINATE WITH THE GENERAL 2=2-POLE SWITCH 8. Test of entire system and work. 4 J � - OVER THOSE SHOWN ABOVE. 3=s-wav swircH � -- = CONTRACTOR. SECURITY SYSTEM ' � �` 'r 4. FOR CEILING HEIGHTS HIGHER THAN 7'2", WSTALL 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 - Q NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF �c CONTACT DOOR SWITCH IN JAMB OR HINGE independent hangers. Cable"draped"across ceiling tiles is unacceptable. In �=_;_ � :- OTHERWISE INSTALL AT 6" BELOW CEILING. 7. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND REPLACE LIGHTWG TO KTH RMALOVER OIAD SWITCH P� INTRUSION MOTION DETECTORAS SPECIFIED,CORRIDOR/ROOM any� the case of"hard"drywall ceilings, adequate support shall be accomplished ` � `� �' FIXTURES, REWORK, RELOCATE OR REPLACE CONDUIT AND WIRING,AND p=SWITCH WITH PILOT LIGHT C OR R where reasonabl ossible. _'� �'� �t=`' ` 5. MOUNTING HEIGHTS PER BC 2009 AND ADA CODES 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- Y p ,�,, ,,- DO OTHER WORK REQUIRED BY THE INSTALLATION OF NEW DUCTWORK, � DIMMER SWITCH W/WATTAGE tions, examinations and fees or char es necessar for execution and ��rJ``''�7,�p,�F`�� ti'' PIPING, ETC.,ABOVE EXISTING CEILING. COORDINATE WITH OTHER ❑K KEY-OPERATED ACCESS SWITCH g Y -+�;�r �i*�' CONTRACTORS AND VERIFY THE EXTENT OF THE WORK. � 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 8. ALL LIGHT FIXTURES WHICH ARE INDICATED TO BE RELOCATED SHALL BE TS TIME SWITCH DISTRIBUTION EQUIPMENT SYMBOLS 11. REGULATIONS AND CODES: requirement. CLEANED, RELAMPED WITH F40WW LAMPS AND RELOCATED IN LOCATION OO 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. INDICATED ON ELECTRICAL DRAWINGS. e DIVISION 15 EQUIPMENT �� FUSES Conform to the prevailing edition and amendments thereto of the Cabling shall be free from tension at both ends, as well as through out the 0 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. � 9. THE ELECTRICAL CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION COMMUNICATION SYSTEM � CURRENT TRANSFORMER and to the requirements of Federal, State or other City agencies Wiring is to be run in cable tray and conduit where specified. FROM THE OWNER (30) CALENDAR DAYS PRIOR TO ANY OUTAGE. � TRANSFORMER having jurisdiction. � Qs sQ-� SPEAKER IN CEILING OR WALL � 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 � MAGNETIC MOTOR STARTER the extent in which each twisted pair is unraveled at the point of its physical M M 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 ex osed untwisted airs shall be � ❑� DISCONNECT SWITCH p p �C -I CALL-IN SWITCH ' -'- PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED present at these locations. � B. Shop drawing submittal shall include: � QB PROGRAM BELL � SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD G E N E RAL N OT E S AL L S H E ETS ❑� INTERCOM 1. Lighting fixtures. K. Cable bends shall be no less than eight times the cable diameter or 1.00". � ❑T TRANSFORMER 2. Panelboard(s). Cables are to be kept a minimum of 6"from power lines, electric motors, QQ CLOCK � �i�� GROUND fluorescent fixtures or heat generating devices. �A AMPLIFIER 0 CIRCUIT BREAKER 13. CONDUIT AND WIRE: THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE 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 Q OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: nrs AUTOMATIC TRANSFER SWITCH �o familiar and install in accordance with all a licable codes and standards, � � • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES;ADD THREE WAYS IF � ppper THW or aluminum XHHW. For sizes#1 AWG and smaller, use only pP � FOUND NECESSARY. 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. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE 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, � O � UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. stranded. Use type THHN for wires entering or passing through fluorescent overloaded, over-cinched, crushed, improperly untwisted, etc. O lighting fixtures. All motors shall be wired with copper conductors only. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF W � U THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE 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 AS REQUIRED. junction box, and run MC cable from junction box to device. engineer. Cabling shall be in the wall, above the ceiling or where exposed, � enclosed within cable trays, raceways or conduit, as specified. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE 14. ELECTRICAL DEVICES � � � ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. N. All cabling shall be bundled and properly secured and terminated. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED A. Convenience receptacles will be 20 amp, commercial grade Q � AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR 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 � � TO PROCEEDING. receptacles to be tamper-resistant per NEC 406.11. from the date of project completion. The contractor warrants the system to be > B. Light switches will be 20 amp, commercial grade, free of defects of workmanship or products and will inspect and repair the Q decora style. Finish per owner or architect. system during this warranty period at no additional cost to the owner. The � C. Dimmin switches will be a minimum of 600W or as noted. warranty period shall begin at the point of system acceptance or beneficial � � g use,whichever comes later. � Provide decora style,finish per owner or architect. � D. All mounting heights will conform to ADA guidelines. Typical receptacle � heights will be +18"AFF and switch heights will be +46"AFF � unless noted otherwise. J N � O - M QUANTITIES PER FLOOR PLANS 1. WALL ASSEMBLY -THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL 1 A U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND 3 SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 COAX RECEPTACLE IN SINGLE ROUTE WIRE AT CEILING PARALLEL OR AEC PROJECT#: 14038 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES GANG BOX @ 18"A.F.F. UNO PERPENDICULAR TO STRUCTURE. SECURE AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM)WIDE BY 1-3/8 IN. (35 MM) DEEP TO STRUCTURE AT 4' INTERVALS OR LESS. DATE: ISSUE: CHANNELS SPACED MAX 24 IN. (610 MM)OC. B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM)THICK,4 FT. (122 CM)WIDE WITH SQUARE (RG6 QUAD SHIELDED CABLE)3/4"c 07-10-14 PERMIT OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER CONDUIT STUBBED TO ACCESSIBLE STUB UP TO ABOVE TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES CEILING, PLENUM RATED WIRE, WHEN DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). REQUIRED, RAN TO BACK BOARD ACCESSIBLE CEILNG +80:AFF 2. THROUGH PENETRANT -ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR STRUCTURED CABLE � ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR 2"C PVC WITH PULLWIRE DISTRIBUTION PANEL TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT)TO MAX 2 IN. (51 BURIED 20" BELOW GRADE STRUCTURED CABLE MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. CATV � DISTRIBUTION PANEL THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: PEDESTAL +$0"AFF Drawn By: Checked By: 1 B A. CONDUIT- NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (2#CAT 6)3/4"C (OR SMALLER)STEEL ELECTRICAL METALLIC TUBING PLENUM RATED WIRE CTL SOH 3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. I #6 CU G WHEN REQUIRED (16, 32,48 AND 64 MM)THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, �� RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) #6 CU G ELECTRICAL DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT METALLIC COLDWATER PIPE � PULLWIRE 4"C LOCATION ON BOTH SIDES OF WALL. (1) RJ-11 &(1) RJ-45 LEGEND� THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING CAB L E TV 0 N E L I N E D IAG RAM MAIN TELE/DATA IN SINGLE GANG Max Pipe or Conduit F Rating T Rating OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,AS SHOWN IN THE FOLLOWING TABLE. ROOM ,�� BOX AT 18"AFF UNO DiaM in. CMM) Hr Hr THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE �T 1 C25) 1 or z 0+, 1 or 2 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, NO SCALE T E L E P H O N E O N E� COLD WATER PIPE T E L E P H O N E/ SPECS� lX. AS TABULATED TO THE LEFT. � «5� 3 or 4 3 or 4 DETAILS 4 C102) 1 or 2 0 3M COMPANY-CP 25WB+ CAULK OR FB-3000 WT SEALANT, L I N E D I AG RAM C O M P U T E R RO U G H I N 6 C152) 3 or 4 � *gEARING THE UL CLASSIFICATION MARKING SCALE: NONE 12 C305) 1 or 2 0 NO SCALE PENETRATION THROUGH A FIRE-RATED WALL . NOT TO SCALE 1 of 8 m COPrRiGtiT 2014 ARCHiTECiURAL ENGiNEERiNG CONSULTANTS,�NC. 0 N � � � � O -�'' � (� � � � N H EAT +� V � O � N '— Op PANEL P NEB 2 PANEL � L «� U � (n u� � d' O �O � O U o � �� Williams Residence � . . Demand Load Calculations � �� 6,500 AIC 6,500 AIC 6,500 AIC L-- � N � (Per NEC Article 220 Parts I-III) � � � �o � (3#1 CU, 1 #8 CUG)2"C OR (3#1/0 AL, 1 #6 ALG)2"c Quantity �/O�t-Amps Demand Total VA Q N N � °� � �LS a�o � General .� � � � °O � (3#4 CU, � #�o cu�>2��c — Dwelling unit Square footage 6528 W � W � �` � General & Lighting (1st 3 KVA) 1000 SF X 3 X 1000% _ 3000 � W � � � � MAIN (s#s c u, � #�o c u�)2��c G e n e r a l & L i g h t i n g (R e m a i n d e r) 5 5 2 8 S F X 3 X 1 0 0/o - 1 6 5 8 4 i �.� � PANEL Misc Appliances � (�f � N �ooi2 Boot Warmer 1 EA X 1200 X 100% = 1200 � '� � o � 6oi2 Kitchen � � � � � � Small Appliances 2 EA X 1500 X 100% = 3000 � � � a� � soi2 Refrigerator 2 EA X 1000 X 100% = 2000 i � Q � �— Dishwasher 4 EA X 1200 X 100% = 4800 Q X �,000 aic Oven/Range (Re:table220.19) 2 EA X 8000 X 100% = 16000 m REUSE EXISTING METER AND Hood 2 EA X 500 X 100% = 1000 O INCOMING CONDUCTORS, VERIFY SIZE Cooktop 2 EA X 500 X 100% = 1000 � (3#2/0 MCM CU, 1 #6 CUG)3"C OR _ (3#4/0 MCM AL, 1 #4 ALG)2 1/2"C DISpOSaI 2 EA X 1000 X 100% — 2000 HEAT TRA E PANEL Microwave 2 EA X 1200 X 'I 00% = 2400 PROJECT:WILLIAMS ENGINEER: CTL _,,,.,�_ PROJECT#: 14038 VOLTAGE: 120/240V, 1 P, 3W ,ji��L`. f�c r"frr,; Laundry & Spa Appliances ,.� �,, - MOUNTING: RECESSED MAINS: 80A MLO ,�` ,o� ' Clothes Washer 2 EA X ��0� X ��% = 2000 TYPE: QO RESIDENTIAL AIC: 10K 4` ti: `�� '�� ' _ Clothes Dryer 2 EA X 5�0� X 100% = 10000 PHASE PHASE ,� '� � `- _� 35,000 AIC Towel Warmer 2 EA X $0� X ��% = 1600 DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION -�• Q + r 38,700 AIC 200/2 y -� � � E lec trica l Hea tinq HEATTRACE 30mA GFI 375 30 2 1 2 2 30 375 HEATTRACE 30mA GFI �-: ';,� t.x = M � � Heat Trace 500 LF X 16 X 100% = 8000 ° 375 3 4 375 �� r``•�,;. ��` ,��' � �` ,,. `'PJ, ��+vaL�- i�.,;;,. � � Mechanical Equipment HEATTRACE (30mA GFI) 375 30 2 5 6 2 30 375 HEATTRACE (30mA GFI) �r�;,,�z�,, �,r MUA Fan Coil 1 EA X 500 X 100% = 500 375 � s 375 Humidifier 1 EA X 380� X 100% = 3800 HEAT TRACE (30mA GFI) 375 30 2 9 10 2 30 375 HEAT TRACE (30mA GFI) UTI LITY " 375 11 12 375 " TRANSFORMER Exhaust Fans �2 EA X 50 X 100% = 600 HEATTRACE 30mA GFI 375 30 2 13 14 2 30 375 HEATTRACE 30mA GFI METER AND MAIN DISCONNECT Boilers 2 EAX 75o x �oo��o = 1500 " 375 15 16 375 �� PAD MOUNTED Pumps 5 EA X 150 X 100% = 750 HEATTRACE (30mA GFI) 375 30 2 17 18 2 30 375 HEATTRACE (30mA GFI) Z��A, 120/240V� � P� 3W 375 19 20 375 w SPACE 0 21 22 0 SPACE � TOTAL 81734 SPACE 0 23 24 0 SPACE � SPACE 0 25 26 0 SPACE � First 10KVA 10000 X 100% = 10000 SPACE o 2� 2s 0 SPACE � Remainder of load 71734 X 40% = 28694 SPACE o 29 so 0 SPACE � ELECTRICAL ONE-LINE DIAGRAM � � � � TOTAL 38694 0 0 � NO SCALE 0 0 � NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED 0 0 Q AT ONE-LINE, NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION For 240V, �-Phase, 3 Wire Service 38694 (VA) / 24� = 161 AMPS 0 0 � � ACCEPTABLE, SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP � DRAWING REVIEW. LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH � O W CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. O CALCULATED POWER FACTOR: � _ � U 0.85 � CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 0 0 0 0 � � LIGHTING& RECEPT. 0 0 0 0 � U � MECHANICAL 7500 31 7687.5 32 Q � KITCHEN OVEN& DRYER 0 0 0 0 � � � TOTAL 7500 31 7688 32 Q � � � � MAIN PANEL SUB PANEL SUB PANEL #2 Q � PROJECT:WILLIAMS ENGINEER: CTL PROJECT:WILLIAMS ENGINEER: CTL PROJECT:WILLIAMS ENGINEER: CTL � PROJECT#: 14038 VOLTAGE: 120/240V, 1 P, 3W PROJECT#: 14038 VOLTAGE: 120/240V, 1 P, 3W 14038 VOLTAGE: 120/240V, 1 P, 3W � � MOUNTING: RECESSED MAINS: 200A MLO MOUNTING: RECESSED MAINS: 100A MLO MOUNTING: RECESSED MAINS: 60A MLO TYPE: QO RESIDENTIAL AIC: 10K TYPE: QO RESIDENTIAL AIC: 10K TYPE: QO RESIDENTIAL AIC: 10K � O PHASE PHASE PHASE PHASE PHASE PHASE DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION � B-1, P-1 750 20 1 1 2 1 20 1500 FRIDGE EAST GARAGE POWER 900 20 1 1 2 1 20 400 GARAGE LIGHT EAST BED#3 1260 20 1 1 2 1 20 540 EAST LIVING ROOM � B-2, P-2 750 20 1 3 4 2 40 4000 OVEN (EAST) LWR LVL POWER 900 20 1 3 4 1 20 400 LOWER LVL HALL LIGHT EAST BATH#3 410 20 1 3 4 1 20 540 EAST LIVING ROOM P-3 180 20 1 5 6 4000 STAIR& ENTRYPOWER 900 20 1 5 6 1 20 800 STAIR& ENTRY/HALL LIGHTS WEST BED#5 1080 20 1 5 6 1 20 1500 MEDIA EQUIP P-4 180 20 1 7 8 1 20 1500 MICROWAVE (EAST) W MASTER POWER 900 20 1 7 8 1 20 400 W MASTER/BATH LIGHT WEST BATH#5 590 20 1 7 8 1 20 360 DINING ROOM P-5 45 20 1 9 10 1 20 1500 DISHWASHER(EAST) W MASTER BATH POWER 900 20 1 9 10 1 20 800 BED/BATH 1 LIGHT HALL/STORAGE 540 20 1 9 10 1 20 500 COOKTOP (WEST) P-6&7 150 20 1 11 12 1 20 1500 DISPOSAL (EAST) BED 2 900 20 1 11 12 1 20 800 BED/BATH 2 LIGHT WEST BATH#6 410 20 1 11 12 0 SPACE GF-1&2 100 20 1 13 14 1 20 1200 EAST KITCHEN POWER BATH 2 900 20 1 13 14 1 20 800 BED/BATH 3 LIGHT DISHWASHER EAST 1500 20 1 13 14 0 SPACE SF-1&2 100 20 1 15 16 1 20 1200 EAST KITCHEN POWER BED 3 900 20 1 15 16 1 20 800 BED/BATH 4 LIGHT EAST KITCHEN OUTLETS 720 20 1 15 16 0 SPACE AEC PROJECT#: 14038 EF-3&4 100 20 1 17 18 1 20 1500 FRIDGE (WEST) BATH 3 900 20 1 17 18 1 20 400 BED/BATH 5 LIGHT EAST HOOD 444 20 1 17 18 0 SPACE H-1 1900 20 2 19 20 2 40 4000 OVEN (WEST) BED 4 900 20 1 19 20 1 20 400 BED/BATH 6 LIGHT WEST HOOD 444 20 1 19 20 0 SPACE DATE: ISSUE: 1900 21 22 4000 BATH 4 900 20 1 21 22 1 20 400 E MASTER LIGHT KH-1 31 20 1 21 22 0 SPACE BOOT HEATER 1000 20 1 23 24 1 20 1500 MICROWAVE (WEST) BED 5 900 20 1 23 24 1 20 400 KITCHEN LIGHT KH-2 68 20 1 23 24 0 SPACE 07-10-14 PERMIT WASHER 1500 20 1 25 26 1 20 1500 DISHWASHER WEST BATH 5 900 20 1 25 26 1 20 400 UPSTAIRS LIGHTING FC-1 MUA FAN COIL 500 20 1 25 26 0 SPACE DRYER 2500 30 2 27 28 1 20 1500 DISPOSAL (WEST) BED 6 900 20 1 27 28 1 20 400 UPSTAIRS LIGHTING SPACE 0 27 28 1 20 1200 GARAGE DOOR " 2500 29 30 1 20 1200 WEST KITCHEN POWER BATH 6 900 20 1 29 30 1 20 500 EXTERIOR LIGHTS SPACE 0 29 30 1 20 540 GARAGE LOCKERS WASHER 1500 20 1 31 32 1 20 1200 WESTKITCHEN POWER E BED 1 POWER 900 20 1 31 32 1 20 720 PANTRYPOWER 0 0 DRYER 2500 30 2 33 34 2 60 6589 SUB PANEL 2 E BATH 1 POWER 360 20 1 33 34 1 20 540 EXTERIOR POWER 0 0 2500 35 36 6589 EXTERIOR OUTLETS 900 20 1 35 36 0 SPACE 0 0 SUB PANEL 12690 100 2 37 38 2 50 3750 HEAT TRACE PANEL E MASTER BATH POWER 360 20 1 37 38 0 SPACE 0 0 12690 39 40 3750 SPACE 0 39 40 0 SPACE 0 0 0 0 0 0 0 0 Drawn By: Checked By: LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH CTL SOH CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS,AND GARAGES. CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: 0.97 ,.o0 0.96 ELECTRICAL CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 27000 113 20250 84 APPLIANCES 0 0 0 0 APPLIANCES 2000 8 1500 6 LIGHTING& RECEPT. 39520 165 15782 66 LIGHTING& RECEPT. 25380 106 10833 45 LIGHTING& RECEPT. 8340 35 4869 2� ONE—LINE MECHANICAL 16492 69 18367 77 MECHANICAL 0 0 0 0 MECHANICAL 2837 12 3137 13 KITCHEN OVEN& DRYER 16000 67 16000 67 KITCHEN OVEN& DRYER 0 0 0 0 KITCHEN OVEN& DRYER 0 0 0 0 & PANEL TOTAL 99012 413 70399 SEE LOAD CALCS TOTAL 25380 106 10833 45 TOTAL 13177 55 9506 40 S CHEDULES SCALE: NONE • 2 of 8 m COPrRiGtiT 2014 ARCHiTECNRAL ENGiNEERiNG CONSULTANTS,�NC. 0 N � MECHANICAL SCHEDULE o TAG DESCRIPTION LOAD VOLTAGE PHASE WIRE SIZE(CU) CONNECTION CIRCUIT BREAKER REMARKS � p THERMAL � B-1,2 BOILER 750W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P � N � � j PROTECTION +� V � O � THERMAL , � L O U � EF-1 EXHAUST FAN 11 W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P � (n � � � PROTECTION � � � � � ti THERMAL � O �O Q O EF-2 EXHAUST FAN 62W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P 1 U �� PROTECTION d- � THERMAL � � �� N X O EF-3 EXHAUST FAN 57W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P —� � � � � V PROTECTION �L � � � � — THERMAL ,+ � � V .� EF-4 EXHAUST FAN 36W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P r U �O PROTECTION I I � �S � � � � THERMAL I I .� � ~ � � ('a FC-1 FAN COIL 1/6 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P L _ _ — J � U 0 PROTECTION � l W ''-' W � � THERMAL U �~ � GF-1,2 GLYCOLFEEDER 50W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P � _ � J 2 O � � � � � SUB-35 � L1J +� � � PROTECTION L PARTIAL H-1 HUMIDIFIER 3.8KW 240 1 (3#12CU, 1#12CUG)3/4"C 30/2 20A2P t" U U V O C THERMAL _ _ _ _ _ _ _ _ _ _ _ WP � � � O � GFI }' -� O � � KH-1 KICKSPACE HEATER 31 W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P -- � U PROTECTION V � Q � � THERMAL L � � � � WP a � KH-2 KICKSPACE HEATER 67W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P J X PROTECTION GFI p THERMAL m P-1,2,6 PUMP 1/25 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P � � PROTECTION THERMAL P-3 PUMP 1/6 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P PROTECTION t�{}jih�Ly"Y'F,R r`J frr,r THERMAL � P-4 PUMP 180W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P GFI SUB2-32 4`4�~�t �� '�� ,' _ PROTECTION SUB2-30 GARAGE � , � ..: __� THERMAL DOOR -�i i , - Q P-5 PUMP 45W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P M TD y=�� PROTECTION - a,� t� � THERMAL �,'`,'';,, ' ` �; �� ,� P-7 PUMP 3/4 HP 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P �pJ'�-;��,r'`''1 PROTECTION THERMAL EF SF-1 SUPPLY FAN 250W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1 P GFI M TO 2 AC PROTECTION GFI THERMAL SF-2 SUPPLYFAN 57W 120 1 (2#12CU, 1#12CUG)1/2"C OVERLOAD 20A1P �'��H�'� \ � PROTECTION �02 NOTE:VERIFYALL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN. -" - - - - - � GFI U _ � U WEST STAIR � w 107 �SUB-1 AC Q GFI �I � � I I � GFI � � I I I � GFI � O w r - - - i i i i 0 � _ _ _ SUB-31 � _ � � � � � � � � � � � 1 � BOOT J � � � � I HEATERS U � -7 - - - - - - - - - � � � � � � � � Q � + (E) EAST � � > PHONE EAST CRAWLSPACE Q BOOTH SUB-3 H ALL � 2 105 � � O GFI � GFI � � � I FI SUB � _ _ _ _ _ _ i PANEL#2 J � COORDINATE LOCATION OF PUMPS WITH I � IMECHANICAL CONTRACTOR PRIOR TO M M MAIN O ROUGH-IN. I To To PANEL GFI � B B M 1 2 M To M TO M TO SUB GFI MAIN-1 MAIN-3 PANEL I 1 2 3 I SF H � I I I MAIN-5 MAIN-7 MAIN-9 I 1 1 HEAT _ _ _. M TRACE I I I M To M To M To M To I To PANEL � AEC PROJECT#: 14038 I 4 5 6 P I M � DATE: ISSUE: MAIN-15 � IMAIN-11 MAIN-13 MAIN-15 MAIN-17 I PARTIAL GFI � 07-10-14 PERMIT IMAIN-19,21 I I - - - - - - - - - - - - - - - - - - J M To M TO M TO I3F �F S F I IMAIN-17 MAIN-17 MAIN-15 I PARTIAL PARTIAL PARTIAL � — — — — — — � Drawn By: Checked By: I I CTL SOH I I LOWER I I NORTH POWER & � � I I LOWER LEVEL POWER & SYSTEMS PLAN SYSTEMS SCALE: 1/4" = 1'0" PLAN II I I SCALE 1/4" = 1'-0" � � • 3 of 8 m COPrRiGtiT 2014 ARCHiTECNRAL ENGiNEERiNG CONSULTANTS,�NC. 0 N 1 � � � � O -�'' � _ (� � � � N _ — }, U (6 � Lf� � � - - _ _ — rr — � a� ��—°� Voo � — — � cn cn � d- � I � C ,� O ~ � I � O � OQO � I I U p � d=°� � � . . � � � �� N � O � � I � � -� � � _ ( I � �� U � �� I � � � �o > Q N N 1' I I � °� � oLS o�0 � I � .� � � � � � � � � w � W �ti � � � � � 20 � I � � � (6 111 � ? � � i � � I � ° � —, — - - - -I� V �� .vo°o 0 � � Ac — — � � � °� � GFI EF }' � Q SUB-33 � EAST V � Q � � � BATH 1 a � M TO L E-20 x O m Ac —� EAST B`tDV� GFI CLOSET 1 � — � — � I I �YLy177��r=�,.°t1J,f � I \�il r i�: t(� r(.�r _ 41*�� h�~ v`t �[} l�'I�,� • -J�I V � I `44�~� 'J�� - . 2� � � � � ... _r� SUB-3 SUB-31 I _ • Q � . - AC ' � `�� / AC '�. — — — — — ° -�,� t� ,` 1� � HOOD ��,�``'",�7�vAt F��' ;,�' ` ,_ �S1.1B2-17 }�`'�r.c:.m�iru'��', AC AC � EF AC AC DW GFI GFI AC AC I GFI 1 GFI MAIN-10 MAIN-14 GFI MAIN-4 6F1 MAIN-2 I M To FRIDGE OVEN/ J RANGE — � � -111 — GFI � � — — — — — — — — — — — � — — — — — — — — — — SUB2-13 MAIN-12 GFI i � � — — — — DISP — — � I I I I I I I � �w � Z AIN-16 — — I � E TRY � I � _ _ I SUB-35 I � � � I I � � GFI - - - � -208 I I I — — P A R T I A L �. KH I I W TO REMAIN I � N ��: M To e I AS EXISTING I -22 '" I W P � I � � I � SU62-15 I � I I � I G F I E S T � Q I L— — — — — — — — — — — — ST I SU62-21 � I — � � I I � -2 0 9 I I I I I I � ' - - - - - - - - - - - - - - - - - - - - - - - - � I � O w � �j wES� � T � � O I E TRY EAST � I W � U -22 I EAST HALL 2 (�) EAST I � � — — — — — — — — — — — — — — — — — _LL 1 —212 IN�, I I � � � —_—_—_ - � EAS- I su62-6 sug2-s I — � , �� , � Q Q �- - - - - - - � �' , (n J > I I WP `�' I MAIN-31 MAIN-33,35�-I I Q � � GFI _2 AC AC I � � � � �� GFI SUB-17 GFI �� SUB2-4 J - - I 'JE S T �� — — � II �-� MAIN-25 MAIN-27,29 � � SUB2-2 TV — � � I I +66" — — — N � � � O ISUB-11 � N � o M TO � \ I � �� EF � � SUB-15 I — — — — � y M To — — — — � A�SUB-13 � � �v I � � � GFI SUB-29 � � I II� I q� AEC PROJECT#: 14038 I � �/ �AiH 3 WEST I/ I \ -22 GFI I I � � HAL 2 2 � sua-2� DATE: ISSUE: I �► 07-10-14 PERMIT ,— — — � sug-� \ I �JG I '-23 d _ �. I I G Drawn By: Checked By: sT CTL SOH I � su6-s4 ;ooM � ! � NORTH - _ _ _ PARTIAL � � ( � MAIN � MAIN LEVEL POWER & SYSTEMS PLAN WP � T SUB-32 EF I I I I I I I I I ' SUB-9 M Toe POWER & � GFI I CLO 23T AC AC 1 I I I I SCALE: 1/4" = 1'0" . , � . - �� <�� I - - - GFI GFI �� SYSTEMS PLAN SCALE 1/4" = 1'-0" � MAIN DISCONNECT SWITCH & • METER 4 of 8 m COPrRiGtiT 2014 ARCHiTECNRAL ENGiNEERiNG CONSULTANTS,�NC. 0 N Cfl � � ,��,, O � � � � � � � � —° � � � o U ao � � uNi °� � � � � � ti O ,� OQO U o � �� , N � o � � � � — � � � � � �� J�-' cUi �o > aNN � °'� � �LS o�o � .� U � � � Ca W �L �ti � - — — — — — — — — — — — — w � J20 � I � W � ? � � �� SUB2-3 � � U N O � -�--+ U �� .� o0 0 EF AC � � � 0 � � GFI }' -� O � � � M ro V � a � ~ L � SUB2-1 � p : � m AC GFI O -�- - - - - - ��: � � - I n }{�Sj�ti�L�:7 Y�F{k rIJ frr.. I EAST EAS � CLOS 3 DRESSI ' � v` n � � —304 —30� ,c`��: � �'.��J - ,�; � - _ I � r -�� r - Q � � — — — — — ' ;`, `� '�] - I t J� � ��'<, �S'' ,'', ° - — — J �`'� ')r11RL� �r, � � �xr�zn,�im-'1'� ,�i� SUB2-9 �r � I � 204 I � � � - - M I To AC STORAGE EF MAIN-30 - - - I -305 GFI AC SUB2-7 1 V � AC GFI DISP � AC GFI MW I i I J � GFI � � � �FRIDGE I I I I I I I � MAIN-26 MAIN-28 OVEN MAIN-24 MAIN 18 � MAI N-20,22 I I � � � � � � � � A� U _ — — — — � GFI MAIN-32 ' I w SUB2-23 AC AC � � � � � � � � GFI HOOD GFI � � ' Q M Tp 2H COOKTOP SUB2-17 � I I I I � z W � / � � SUB2-10 WE� ALL_ ` � O � ;�� . H AL SUB2-5 � O , , � I � � w � U � � � �� i � _ _ . _ ._ _ � � - � � � A� � U _ � � SUB2-11 Q � I � SUB2-25 GFI M u EF ro � � > , FC � M Toe =� e � � � _ ''/ � � E � � � I / � - - - � J � � - - - - - - - - - - - - - - - - �� , - � ; , - ; ;% J I �t�� N , � ' . J '"',"'''''",'' O I I 319 � �N� wEST � - - - - � M DECK 2 I I TO REMAIN � I AS EXISTING � I \ � \ I � � — AEC PROJECT #: 14038 ;/� � `�x// I I '�. � I- - - - - - - - - - - - - - - -� I DATE: ISSUE: I I � 07-10-14 PERMIT � � � � � I � (E) VVEST ��—�`.—J—L� � I 7 ( I �� 32 WEST ��L�--�J�r , � DECK � Drawn By: Checked By: L�. I � ��]J�J�,� � CTL SOH �G�G�� I ��]�]�1 � � , �G�G�G� , �i� � I I NORTH UPPER �� I � � . � � � aa UPPER LEVEL POWER & SYSTEMS PLAN POWER & � C�] G � I � I SCALE: 1/4" = 1'0" �� SYSTEMS PLAN S CALE 1/4" = 1'-0" • 5 of 8 m COPYRi(�T 2014 ARCHiTECiURAL ENGiNEERiNG CON�ILTANTS, iNC. 0 N Cfl LUMINAIRE SCHEDULE � TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING NO LAMP VOLTS DIMENSIONS REMARKS (n 1 � � A 6"CFL DOWNLIGHT HALO RECESSED 1 32W CFL 120 PROVIDE ADD ALTERNATE PRICING � � tn � � 2700K FOR LED FIXTURE � U (� O � � O A2 6"CFL DOWNLIGHT HALO RECESSED 1 32W CFL 120 PROVIDE ADD ALTERNATE PRICING CC SUB-3O CC � '� .N (� � LENSED-WET LOCATION 2700K FOR LED PARTIAL (n (n � �� ti A3 6"CFL DOWNLIGHT HALO RECESSED 1 32W CFL 120 PROV�DE ADD ALTERNATE PRICING O � O Q O LENSED 2700K FOR LED U � � � O � � � B SURFACE FIXTURE PROGRESS SURFACE 3 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING � CC � � N � X O GLOBE MAX TO INCLUDE PHILIPS 17W LED LAMP CC —� _� � �� (� (� CC _,_, � - C CEILING FAN PROGRESS SUSPENDED 3 100W INCAND 120 PROV�DE ADD ALTERNATE PRICING •� � V � �(� MAX TO INCLUDE PHILIPS 17W LED LAMP � � J U �O � SUB-30 Q N N D BATH SCONCE PROGRESS WALL SURFACE 3 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING 2 � �S � � � � MAX TO INCLUDE PHILIPS 17W LED LAMP PARTIAL '� U Q � � � E � E CLOSET FIXTURE COLUMBIA W4-132-EU WALL SURFACE 1 32W T8 120 PROVIDE ADD ALTERNATE PRICING W '''' W � ~ " 2700K FOR LED � J = O � E2 CLOSET FIXTURE COLUMBIA W2-117-EU WALL SURFACE 1 17W T8 120 PROVIDE ADD ALTERNATE PRICING � W � ? � � 2700K FOR LED � � � '�"' U N O � F SURFACE WRAP COLUMBIA AWW4-332-EU SURFACE 3 32W T8 120 � (� '� ,U pp Q 2700K � � S O � Q H2731CAT1D SUB-30 L — — — J � G WALL WASH RECESSED CFL HALO PROVIDE REMODEL HOUSING RECESSED 1 32W CFL 120 PROV�DE ADD ALTERNATE PRICING PARTIAL r , � � � � N AS NECESSARY 2700K TO INCLUDE PHILIPS 17W LED CC AA I I U � Q � ~ PROVIDE UV LENS FOR ALL I L � H TRACK FIXTURE HALO LV308 TRACK HEAD SURFACE 1 50W MR16 12V 1 I 1' L - - - J � X � �� . O m J WALL SCONCE PROGRESS SUSPENDED 100W INCAND 120 PROVIDE ADD ALTERNATE PRICING I � Q TO INCLUDE PHILIPS 17W LED � SURFACE K UNDER COUNTER LED STRIP GM LIGHTING LTAB-N-""� UNDER CABINET 1.62W/FT 12V COORDINATE ALL LENGTHS IN 2700K FIELD j1�ILri7r��l.=�,rrJ ��i "` r?t !r.•t, L DIRECTIONAL SURFACE SPOT HALO LV209 SURFACE MOUNT SURFACE 1 50W MR16 12V � F F F ' `�� '`��O Jy�,�' •' MONO-POINT CANOPY C`.�ti- - 3 �,;� � AA EXTERIOR WALL SCONCE TBD TBD WALL SURFACE TBD TBD TBD TBD COORD.ALL EXTERIOR FIXTURES � S.UB_,L -��r � ' �" .i " WITH VAIL DRB&OWNER PARTIAL '�' , � � �� BB RECESSED DOWNLIGHT TBD TBD RECESSED 1 32W CFL TBD TBD COORD.ALL EXTERIOR F�XTURES C Yt �'�, �t=`� 6" DIA, LENSED, COLD WEATHER BALLAST 2700K WITH VAIL DRB&OWNER �,,F�`�;♦�_� �-��''� ;,'��' C � '' �M1IAL ;,, �rr�:n,��m-'15� CC STEP LIGHTS TBD TBD RECESSED TBD TBD TBD TBD COORD.ALL EXTERIOR FIXTURES � WALL W�TH VAIL DRB&OWNER NOTE:ALTERNATE EQUIVALENT LIGHTWG PACKAGES ACCEPTED WITH ENGWEER'S REVIEW OF SUBMITTAL. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIRE TENTING TO MAINTAIN FIRE RATINGS FOR ALL RECESSED FIXfURES 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 TIGHTTO FIXfURE HOUSING. AST C F F F � � � U _ � Z U A A NI � � � W � � � SUB-6 � I � � � IECC 2009 CALCULATION To PARTIAL "' Incandescent Fixtures High Efficacy Fixtures UPSTAIRS q TO UP- I � O w STAIRS O Fixture Fixture 'E� � F � � � Type Lamp Type Quantity Type Lamp Type Quantity � _ _ _ I � B INCANDESCENT 1 A CFL 39 � � J C INCANDESCENT 5 A2 CFL 22 � A A U — 3 D INCANDESCENT 13 A3 CFL 9 3 p� I� I� I� I� I� � H MR 16 36 E 4' FLR 3 PHONE i sug-4 (E) EAST \ , CRAWLSPACE � / J INCANDESCENT 4 E2 2 FLR 4 BOOTH PARTIAL 3 M Q F 4' FLR 10 s � � O � � G CFL 2 A A A A � K LED 18 ' - - � I 0 F � E2 M � SUB-4 � II PARTIAL SUB-4 I � N Incandescent Total: 59 High-Efficacy Total: 107 I PARTIAL � O Percent High-Efficacy: 64.46% (must be minimum of 50%) I I � � � M � , S�B_4 M I I � PARTIAL II I � � II , F � - - � GENERAL NOTES: I I � F , I � � AEC PROJECT #: 14038 1. SPACES TO REMAIN AS EXISTING ARE INDICATED ON THE PLANS. I I COORDINATE ALL SPACES THAT SHALL REMAIN AS EXISTING WITH OWNERS PRIOR TO CONSTRUCTION.ANY FIXTURE SHOWN AS EXISTING I I DATE: ISSUE: SHALL REMAIN ON THE EXISTING SWITCH AS WELL, UNLESS OTHERWISE (E) WEST � I � 07-10-14 PERMIT SHOWN ON THE PLANS. I CRAWLSPACE I I I � � 2. ALL FIXTURES SHOWN WITH AN (E)ADJACENT SHALL REMAIN AS I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � EXISTING. 3. PROVIDE ADD ALTERNATE PRICING TO REPLACE ALL EXISTING 120W � I PAR38 TRACK HEADS WITH NEW 50W MR16 TRACK HEADS,AS SPECIFIED I�I FOR FIXTURE 'H' IN LUMINAIRE SCHEDULE. 4. COORDINATE ALL EXTERIOR FIXTURES WITH VAIL DESIGN REVIEW BOARD I I Drawn By: Checked By: AS WELL AS THE OWNER. COORDINATE EXTERIOR FIXTURE LOCATIONS CTL SOH WITH OWNER PRIOR TO INSTALLATION. I I � � LOWER I I LEVEL SHEET DETAIL NOTES. I I 1O PROVIDE HONEYWELL TI044 TIMECLOCK OR EQUIVALENT TO CONTROL I I NORTH LIGHTING ALL EXTERIOR LIGHTS. O2 PROVIDE DOOR SWITCH FOR SPECIFIED STORAGE LIGHTING. I I L OW E R L EV E L L I G H T I N G P LA N PLAN O3 RELOCATE AND RE-USE EXISTING PHONE-BOOTH LIGHTING AND I I SCALE 1/4�� = 1�-O�� SCALE: 1/4" = 1'0" CONTROLS. PROVIDE POWER FOR DECORATIVE DIORAMAS WITH SWITCH, COORDINATE WITH OWNER PRIOR TO ROUGH-IN. I I • 6 of 8 m COPYRi(�T 2014 ARCHiTECiURAL ENGiNEERiNG CON�ILTANTS, iNC. 0 N 1 � � � ,��,, O � � � � � GENERAL NOTES: _ _ - - � � `� ° � � - - - — �rr — � � �°— Voo 1. SPACES TO REMAIN AS EXISTING ARE INDICATED ON THE PLANS. r _ - � I � (n � �� COORDINATE ALL SPACES THAT SHALL REMAIN AS EXISTING WITH � � � � O �` OWNERS PRIOR TO CONSTRUCTION. ANY FIXTURE SHOWN AS EXISTING � i O ,� O � O SHALL REMAIN ON THE EXISTING SWITCH AS WELL, UNLESS OTHERWISE � I � ~ SHOWN ON THE PLANS. � � I U � � d' � � � � � a� � XO 2. ALL FIXTURES SHOWN WITH AN (E)ADJACENT SHALL REMAIN AS I I � � �� V EXISTING. ( I I �L-- � N � �� U 3. PROVIDE ADD ALTERNATE PRICING TO REPLACE ALL EXISTING 120W � I � J U �O � PAR38 TRACK HEADS WITH NEW 50W MR16 TRACK HEADS,AS SPECIFIED I � � � a � � � FOR FIXTURE 'H' IN LUMINAIRE SCHEDULE. � i i .� U � � � Ca 4. COORDINATE ALL EXTERIOR FIXTURES WITH VAIL DESIGN REVIEW BOARD � I '� w �'ti �j AS WELL AS THE OWNER. COORDINATE EXTERIOR FIXTURE LOCATIONS I I W U J 2 O � WITH OWNER PRIOR TO INSTALLATION. I � � � f` I � � � W � ? a, � - - - - - � I U .0 V O � -„ i - - - - - - - J � (a � 0 � � � 0 � � EAST V � Qo�o � � SHEET DETAIL NOTES: A2 A2 A2 BE 20 ' Q X G m 1O PROVIDE HONEYWELL T1044 TIMECLOCK OR EQUIVALENT TO CONTROL ALL EXTERIOR LIGHTS. i EAST � CLOSET 1 � OPROVIDE DOOR SWITCH FOR SPECIFIED STORAGE LIGHTING. C � -I- — � � O3 REUSE EXISTING BEDSIDE LAMPS, REVISE SWITCHING AND CONTROLS I j1��Lri'"'� "r�J'fr PER OWNER'S DIRECTION. A3 I t,�{``t��'~`- F'R rI H � A3 I �4� �� H�,�' � - C, Y' � � , �,� � _ � � r SUB-22 G I -�'� Q� � Y• PARTIAL A3 � � t �,� � �`. �t- D K - - - _ � I 3 � � � �,F`;'',-j�lAt F�� ;,�' ,` �� s�`�> xr�z.n i�ir�- D K - - - - - - - - �- - K K�' I � S U B-30 I PARTIAL '°` PROVIDE A2 A A A A _ � � -111 � OTIMER- 3 . — — — — — — — — — — — — D � � _ SWITCH 3 � � AA � � , � � O� TO i A I I I I DOWNSTAIRS � TO H I � E TRY Z - SUB-30 A UPSTAIRS _ _ _ � CC C A A � - I I -208 � � I BB PARTIAL BB I I TO REMAIN I C � ,; PATH SUB-30 I I _22 SUB-6 � � LIGHTSPARTIAL TD I i I � AS EXISTING � I Q I I PARTIAL (FUTURE)Q DOWN- � � + � — — — — — — — — — — — A STAIRS � I � z W I I ' � I I A A A ' � - - - - - - I � O � I I �) WE S� I � O E TRY � EA� � I W � U I I -22 I �T HALL EAST I � �— — — — — — — — — — — — — — — — — — I A 2 IN I I � J _ _ i EAS-i I D D I � U _ - - - �j 3 a 3 � • � I Q � I� O O I A � � ,�,� �F, WE S T L - - - - - - J E , I (n � > I I �ooM 3 , Q O � �22 D A � SUB-16 D � � I I SUB-14 � I� � �' D A PARTIAL � � PARTIAL � II A TO REMAIN � � AS EXISTING � � � N a2 - - - - � � SUB-14 A � N I H PARTIAL ,, N� H � O S U B-30 S U B-20 PARTIAL PARTIAL � SUB-10 A A2 � PARTIAL A2 I IJ �'� PARTI6 A2 C I — — — — — � J SUB-20 I _ _ _ _ _ SUB-20 PARTIAL SUB-10 TO REMAIN PARTI A A AA PARTIAL AS EXISTING A A2 AEC PROJECT #: 14038 IO E SUB-10 p I PARTIAL SUB-14 � DATE: ISSUE: I ARTIAL �;,.y, � � ,� � 07-10-14 PERMIT - - - - - - - - - - - � - � - - � IA I p B SUB-20 PARTIAL S U B-8 IPARTIAL .�. H A2 � � Drawn By: Checked By: I � � Vv� o sug-s CTL SOH I _ _ BEDROOM 1 PARTIAL 7�� — — < — A3 MAIN � - A2 A2 � I I I I I I I � c � S�B_8 S�B-$ A2 LEVEL A3 A3 PApTIAL D PARTIAL I I I I �� LIGHTING NORTH MAIN LEVEL LIGHTING PLAN PLAN S CALE 1/4" = 1'-0" SCALE: 1/4" = 1'0" • 7 of 8 m COPYRi(�T 2014 ARCHiTECiURAL ENGiNEERiNG CON�ILTANTS, iNC. 0 N Cfl � � ,��,, O � � � � � � � � —° � � � o U ao � � uNi °� � � � � � ti O ,� OQO U o � �� GENERAL NOTES: � �, � � � � �,� N � o 1. SPACES TO REMAIN AS EXISTING ARE INDICATED ON THE PLANS. �L � � � � — COORDINATE ALL SPACES THAT SHALL REMAIN AS EXISTING WITH � .� OWNERS PRIOR TO CONSTRUCTION. ANY FIXTURE SHOWN AS EXISTING � � U �O � SHALL REMAIN ON THE EXISTING SWITCH AS WELL, UNLESS OTHERWISE � J Q N � U SHOWN ON THE PLANS. — °'� � oLS o0 � � fa � Cfl pp (a 2. ALL FIXTURES SHOWN WITH AN (E)ADJACENT SHALL REMAIN AS � •L W �� EXISTING. — — — — — — — — — — — — — w j w � � ti � J20 � 3. PROVIDE ADD ALTERNATE PRICING TO REPLACE ALL EXISTING 120W � W � ? � � PAR38 TRACK HEADS WITH NEW 50W MR16 TRACK HEADS, MATCH TO FIXTURE 'H' IN LUMINAIRE SCHEDULE. .F�.+ ^ � � � D � U �� .� o°o 0 4. COORDINATE ALL EXTERIOR FIXTURES WITH VAIL DESIGN REVIEW BOARD � s � � � AS WELL AS THE OWNER. COORDINATE EXTERIOR FIXTURE LOCATIONS .— V O WITH OWNER PRIOR TO INSTALLATION. � N � � � A2 A2 V � Q � � A2 D i o0 �l X O ; , m D O � I � SHEET DETAIL NOTES: ', � 1 PR VIDE H NEYWELL TI 44 TIME L K R E IVALENT T ONTR L V A3 I n ��ILY17Y� � rt`fr O ALLOEXTER OR LIGHTS. 0 C OC O QU O C O ��Ci ��4�y,o� � �� ,_ +, r.`r. � � � � �C} H��.. A3 �y`" � - O2 PROVIDE HALO LV209 OR EQUIVALENT MONO-POINT CANOPY FOR � I � � . " A3 -�' Q • - TRACK HEADS SHOWN. COORDINATE LOCATION WITH OWNER PRIOR � I I :.�- , � � y � � � �� ,� TO ROUGH-IN. � — — —I � r I ��„ �. �';:� �� ,,' `';� '''')r11RL� �,>' L � i �''xr�z.n i�ir�-� - . II- �- - - - -� � � � � �— � �"^ A2 ��T `` 2 F � � O O � A3 D i �A/' qi H H ,� , i W A2 I 3 � U _ I " A A2 � ` I WEST A A D I Z �� KITCHEN U � �- e � � � � � - - - - - - � � –31 I 1 � I � TO �= TO REMAIN \ DOWN- I � I I AS EXISTING p� STAIRS � � Q , � � w = — — � �� I I _ � � �` TO REMAIN 3 � �� I NI I � � � I � AS EXISTING '� I I II � _ _� A A A O � � W � U 3 C � AA � _ — o I I � � J � � U � oK � � 0 � � � A2 A2 � � � A3 I I � I � - - I � � � � %% � � K D � � J � i � - - - � � - J � su6-so , : PARTIAL � _ � ' � �E� — — — — — — — — — — — — — — — � � ` N K � i � ��/��/� � � � O (N) w A" � H - - � I M DECK O � K � I I � � I� � °(E) � � AA � — — —/�'' �O I AEC PROJECT #: 14038 K ��E� � r�t\�% , � � i i � �— , — — — — — — — — — — — — — — DATE: ISSUE: I 07-10-14 PERMIT (E) K I � � II II i I � ��E� (E) WEST �� K �lS'(E) � r I I I I �� G WEST `--'� DECK � Drawn By: Checked By: ��`—IL' �I ,—, II .— AA - � I I �L�--�JL�--�Jlr, � � I �E) CTL S�H ��1�1C - � I � I � �E� �a��- � ��l�l�� K �� I I � N UPPER ��]�J G I � . � aa LEVEL � � � K K K K K K K AA I I �a � a '�O � � LIGHTING AA O NORTH UPPER LEVEL LIGHTING PLAN PLAN S CALE 1/4" = 1'-0" SCALE: 1/4" = 1'0" • 8 of 8 m COPYRi(�T 2014 ARCHiTECiURAL ENGiNEERiNG CON�ILTANTS, iNC. O N CD � PLU MBING SPECIFICATIONS. 9• COORDINATION: 14. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY � a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. MECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THE PLU M B I N G LEG EN D NOTE: ALL SYMBOLS SHOWN ON LEGEND � p b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO BUILDING. ARE NOT NECESSARILY USED. � � � � � 1. GENERAL: PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. � U ctf O � 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 � � � U op NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL 10. CUTTING AND PATCHING: •°.-°�•�°"°°°�mm�°°mm•��°•�° DOMESTIC HOT WATER �� PIPE DROP � �tn � 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, ...-„��.��.�-•.,�.�..•-"•��•.,��..".. 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 > O WASTE ABOVE GRADE � PIPE TAKEOFF (FROM TOP OF MAIN) � Q � MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE c� b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. U � � � MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT °----° WASTE BELOW GRADE � PIP END CAP � � c. X-RAY SLABS PRIOR TO CORING. 17. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. � � � . . 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 � �� N � � EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED - � � N LL_ 11. CLEANUP: CAPABLE OF MAWTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE °-��°°-°-°_ GREASE WASTE BELOW GRADE PIPE EXPANSION GUIDE '� +-, � +� _ HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR FOR SPECIFIC WALL OR PARTITION. iw INDIRECT WASTE �I� PIPE UNION � � V � .� INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. U O � SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS � -� � (v � G GAS �� PIPE ANCHOR � Q N � V INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 18. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL _ �S g � � � 2. WORKMANSHIP: PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT -MPG- MEDIUM PRESSURE NATURAL GAS FLEXIBLE PIPE CONNECTION �� a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE VENT -�- PIPE EXPANSION JOINT � V � 12. PIPE INSULATION: WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. •L W �� 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 j w � � AND ARCHITECT. o � J 2 O � CONDUCTIVITY LESS THAN OR EQUAL TO 0.27 BTU-IN/HR-FT2- F. 19. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY Co CLEAN OUT - IV� PLUG VALVE � � � �j 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 WCO WALL CLEAN OUT -{/� CHECK VALVE � W � � 3. MATERIALS: � � TO INDIVIDUAL FIXTURES)SHALL BE INSULATED AS FOLLOWS: SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES. IF � (� � N a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR FCO FLOOR CLEAN OUT -{�- BALL VALVE }' U � O � PIPE SIZE (IN.) INSULATION THICKNESS (IN.) INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND, THE (� • U ap p RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY COTG CLEAN OUT TO GRADE �- BALANCING VALVE � � O � 1/2", 3/4"& 1" 1" CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO � � � �. 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 �\� BUTTERFLY VALVE V � Q � � 4. S I T E I N S P E C T I O N: U N L E S S P R O P E R L Y I N S U L A T E D. 2 0. I T S H A L L B E T H E C O N T R A C T O R S R E S P O N S I B I L I T Y T O V E R I F Y A V A I L A B L E S P A C E S F O R � a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS VTR VENT THROUGH ROOF -�- PRESSURE REDUCING VALVE � 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 � m 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. �N DOWN � � 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 EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO 4-WAY CONTROL VALVE t`, r a. WASTE AND VENT PIPWG: 2012 IPC SECTION 308. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. '4T��l�=lr��7t�'`'' �iii� � �_ :,� r, THOROUGHLY MAKE THE EXAMINATION. i. SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE. � DIFFERENTIAL BYPASS VALVE ,4i~�ti'`;�C� H�,�� <F_ -_ ii. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC. 23. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ��u" - 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 � "� � �- r STRAINER a. ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE PIPWG. OPERATING MANUALS TO THE OWNER/OPERATOR. � �- e `� -� * ` 2012 INTERNATIONAL PLUMBWG 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 ��f='�,r `'�AL��'''�;'�`�. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. 'l�ur:�� 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" 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 � 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 � MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND COUNTERTOP OR FLOOR 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 � i. SHALL BE IPS SDR 10 TUBING WHICH MEETS ASTM D2513 MANUFACTURED SEE PLAN FOR Q 8. SUBMITTALS: BY UPONOR OR IAPMO. CLEANOUT TYP. VENT SIZE a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL ii. ANY GAS PIPING ROUTED BENEATH HARD POURED SURFACES SHALL BE z W 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 W VARI ES O W - � U P L U MB I N G P U MP SC H E D U L E OR EQUIVALENT FLOOR OR CEILING � � UNIT MANUFACTURER& TOTAL ELECTRICAL DATA S��PE - U J TAG MODEL NO. SERVICE LOCATION TYPE GPM HEAD RPM REMARKS Q (FT) V/PH/Hz HP\W � CONTINUE WASTE � � \ 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, IF THE FUTURE --► PER PLANS Q / DEWATERING CONDITIONS WILL DIFFER FROM DESIGN CRITERIAPUMP MAYNEED TO BE REVISED SLOPE � � � ISLAND VENT DIAGRAM Q PLUMBING FIXTURE CONNECTION SCHEDULE NOSCALE Q � UNIT MANUFACTURER & MODEL NC� DESCRIPTION WASTE VENT COLD HOT REMARKS � TAG WATER WATER � LV LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" - � INSIDE WALL � SH SHOWER 2" 1-1/2" 3/4" 3/4" - O OUTSIDE WALL PLUMBING FIXTURE SPECIFICATIONS&HARCIWARE BT SELECTION TO BE BY THE INTERIOR DESIGNER.I FIXTURE BATH TUB 2" 1-1/2" 3/4" 3/4" - 1" PIPE INSULATION M CWB ALLOWANCE NOT TO IXCEED THE ESTABL�SHED CLOTHESWASHER BOX 2" 1-1/2" 3/4" 3/4" - g�pG� LOCATE PIPE TO INSIDE WALL KS KffCHEN SINK 2" 1-1/2" 3/4" 3/4" - WC WATERCLOSEf 3" 2" 1/2" - - O FD ZURNZ4156 2" FLOORDRAIN 2" 1-1/2" - - PROVIDEPROSETTRAPGUARD VERIFYTHATALLINSULATION FPHB WOODFORD MODEL 17 FREEZEPROOF HOSE BIBB - - 3/4" - - AROUND PIPING IS EQUALLY AEC PROJECT #: 14038 DISTRIBUTED WITHOUT ANY AIR CO ZURN ZN1400 CLEAN OUT VARIES - - - - GAPS OR UN-INSULATED AREAS. DATE: ISSUE: WCO ZURN Z1441 WALL CLEAN OUT vARIES - - - - INSULATION COTG ZURN Z1400 CLEAN OUT TO GRADE VARIES - - - LOCATE WITHIN 5'OF THE BUILDING 07-10-14 PERMIT �►�s si��n�� sc'"�°�LE PIPE IN OUTSIDE WALL DETAIL .1�B NAME: WILLIAM RESIDENCE FR{)JEGT ELEVAl10N: 8240 A.S.�. NO SCALE: „08 NUMBER: i4�38 GAS VA'_UE: 848 6TUlCF DATE: 7l9l2t}14 GF1S CflN4PANY: XCE�GAS Drawn By: Checked By: �REPARED BY: aAVID�ENI[7 NfAXPIPE RUN: 150" L.P. DGD TOC T�,G QESCRIPTIC)N BTl1H TABLE CFH SIZE GAS SHUT OFF VALVE PLUMB ING TYP. �-� 6�31LER 245,000 S�HEDU�E 44 0.5 PSE-�.5"WC 303.2 7" e-� ��ER 3�� H��a��P��-a 5��,�� $ ,-,�4�. � LEGENDS R-1 �p,wr,E• 12fl,00Q S�H�bULE 44 0.5 PSI-D.5"VuC 14$.5 31a„ R-2 RANG� 6Q,04f1 BCHEDULE 4p 0.5 PSE-Q.5"INC 74.3 314�� FP-1 E MAS7ER�IREPLAC�` 6D,Qflb SCWEDLILE 44 fl.5 PSI-0.5"WC 74.3 314° MECHANICAL FP-2 BEDRC7C}iN 2 FIREPLACE* 6�1.�'�a SCHEDULE 4[7 fl.5 P51-0.5"WC 74.3 3!4" EQUIPMENT SPEC'S V�. LOW PRESSURE �� 8AR8ECUE' ��0�6 SCHEQULE 4f?fl.5 P51-0.5"WC 74.3 3I�" GAS LINE MA�N-TQTAL 1,U64,4Oa SCHEQULE 440.5 PSI-Q,5"WC 1,242.6 2" 6° MIN. DRIP LEG DETAILS 'ESTIMATEa GPS BTU VALL�ES t+'ERIFYALL GRSAPPLIPJ'JC�LOADS PRIdR TO GAS LIRtE INSTALLATGON. SCALE 1/4�� = 1�-O�1 EXPSTINGPIPIhEGCANB�REIfSEQFROVI�IM1fGLINESIZESP,�ATCHPLAhfS TYPICAL LOW PRESSURE GAS CONNECTION DETAIL NO SCALE • 1 of 4 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING COtrSULTANTS,INC. 0 N CO � � � GENERAL NOTES: SHEET DETAIL NOTES: � � " � � �, � � 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND O CONNECT 2"W& 1 %2"V TO FD. }, U (LT O � STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE r - - - � � � � U a0 STRUCTURAL ENGINEER. O CONNECT 1�" CW& 1%2" HW TO WATER HEATER MAINS, PIPE REVERSE RETURN. , I I � � �� 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O3 CONNECT 1" G TO B-1. I � � � O ~ — � - - - � � O > O A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. � � - - - � � -� � Q � OCONNECT 1Ya" G TO B-2. � � U � � � 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE I I I � Q � � X O FLOOR DECK. � � - - - � �a=. N c� U � - - - � '� NLL_ � � � � � � � � � �� — — — — — — — — — — — � � - - - � � �QNO � � - - - � � °� � �So�O � I I .� mpcoao � U L - - - J � w �I` � w � J = O � ❑ ca W � � rn � 1Yz'WUP � t� � � N U � O � 2"WUP � � � 0 � �r � Od' � 1Yz"WUP 3"WUP (� � Q ,d � 1%2"V UP � � X O 2"VUP m � � � O ti`jyTtil3 rJ r.:'1 t-7r,. � FD iijl� ..�_ ..,.,� 'rr�,. h`i��'ti�t� � +7' _ ♦ 3��W tC u"' � ��'�� - - 1 %"WUP 1 �Z"WUP �� `� ,�- �- - _ � 4 * ,- 2"VUP � %a" GUP gI4„G � 1Y2"VUP - � r � s � �,�' � �` i P-� �,. ,c� ��' '��-!�lAL��4y5;� 3"W UP 3��W I �`'`'l�ur:��nx��" I 3/a" G U P WEST STAIR � 107 3„W I � �I EIASf� I � � � � �TORA�E 11 � I � � I I I 03 I I �„- - - J U I I I I I I I � r - - - - Z � _ _ _ 2��VUP V �- - - - � I � I I I I I I STA RT 1 W I �� I � I I I I I I � � - - - - - - - - - (E) EAST � z w � CRAWLSPACE � EAST � O W � I I H 05L 311 W � O W � U . � � �C - � 1" G UP � — �1 SP Q � v V ROUTE TO 1" G EXISTING 3" � � � 2ORELOCATE EXISTING Q WATER HEATERS TO � WASTE PIPING � MECHANICAL ROOM \ _ _ _ � (E)�%H 1 — � F� O � � � � F � �� ROUTE 1 1/2 VENT Q � � %4" G UP (E)W� PIPE TO NEAREST � � � EXISTING VENT PIPE 2y2" G UP � � � N II `�E�W'' DO NOT ROUTE PIPING OVER J \ � ELECTRICAL PANELS IN THIS O � \ r B � r B 1 LOCATION � �E�wH1 � � M I +r�� , � � ��iAl� S P!�� I f � � 3 �' 4 1�" G � � 2%"G AEC PROJECT #: 14038 � 2" G I I DATE: ISSUE: I I 07-10-14 PERMIT II II II Drawn By: Checked By: I I DGD TOC � � I I BASEMENT I I PLUMB ING PLAN NORTH BASEMENT WASTE & VENT PLAN SCALE 1/4�� - 1�-0�� SCALE: 1/4" = 1'0" • 2 of 4 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC. O N CD � 00 GENERAL NOTES: SHEET DETAIL NOTES: _ _ - - � � - - - � _ — � � �, c� � 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND O CONNECTYz" CW,%2" HW, 1 %2°W& 1 %2"V TO LV. I r r }, U (LT O � I - - - - STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE � — � � � 00 STRUCTURAL ENGINEER. O2 CONNECT Yz" CW, 3"W&2"V TO WC. � I � � •� U � — I � � � � �� 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE 3 CONNECT%4" CW,3�q�� HW, 2"W& 1 �"V TO SH. I I � � ,� O , A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. — � I I O .� O Q O O 4 CONNECT%a" CW,3I4�� HW, 2"W& 1 �"V TO BT. � � � � � 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE — � � I Q � � � � . . F L O O R D E C K. O 5 CONNECT%4" CW,3�4�� HW, 2"W& 1 �"V TO KS. � i I � �� N � O � � '� � LL_ O6 CONNECTYz" NW& 1 %2"W TO DW. INSTALL INDIRECT WASTE � I .� � V Cn CONNECTION TO THE KITCHEN SINK PER THE MANUFACTURER'S �� I � � U �O.� INSTALLATION INSTRUCTIONS. � I I � � Q � � � O7 CONNECT%a" CW,3�4�� HW, 2"W& 1 12„V TO CWB. � I I .� (� � �p �p (CS � � .0 � I W � O8 CONNECT Y2' CW,Y2" HW, 1 %"W& 1 %2"V TO BS. ° I � + ~' � 3 � � w � J20 � O9 CONNECT /a GTOR=1. . , �_ _ _ ,_ , nn - - --- - - - - ! I CQ W � � � � 10 CONNECT%4" G TO FP-1. SHO3 '}' U � O � � � '� � 00 O /'�–DO LV 1O � Q 11 CONNECT%4" G TO FP-2. r� � � O 12 CONNECT FIXTURES TO EXISTING PIPING IN THIS AREA. � �2 � i� 1 � WC 2 t-20 U � Q � � [ , � -O � � � `�"�p LV 1O O 4/� � EAST Q x BED OOM 1 � - - - - - - - - - c� c� x CLOSET 1 m -204 "- � �� O 1%2"V 2��V � � 0 � � " � � DRESSING I � 'L"V ii�t3yit`tarlrrlt�r —�O � p.�4i,V�t;\'(�I +7 J�,�r�`��F. `�.� — 4�u �� O9 FP-1 � � � '`� ,�- `_ - 1 %z"VUP 2��VUP, � -= . 4 = -: i 1 %2"VDN O N CD � � GENERAL NOTES: SHEET DETAIL NOTES: � � � c� � c6 � 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS,AND O CONNECTYz" CW,%2" HW, 1 %2"W& 1 %2"V TO LV. � U (LT O � STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE � � � U o0 STRUCTURAL ENGINEER. O CONNECT Yz" CW, 3"W&2"V TO WC. � '� 00 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE O3 3 �� 3 �� CONNECT /4 CW, /4 HW, 2' W& 1 �"V TO SH. � � � � � A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. — O .� O Q O 4 CONNECT%a" CW,3I4�� HW, 2"W& 1 �"V TO BT. � � � � 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE O — Q � � . . � FLOOR DECK. O5 CONNECT%4" CW,3�4�� HW, 2"W& 1 �"V TO KS. REROUTE EXISTING � �� N � O PIPING TO NEW KITCHEN SINK LOCATION. � � '� � LL_ .� � � � .� O6 CONNECT%" HW& 1 %2"W TO DW. INSTALL INDIRECT WASTE � � U �O � CONNECTION TO THE KITCHEN SINK PER THE MANUFACTURER'S � Q N �N U INSTALLATION INSTRUCTIONS. _ � g � � � .� m0 �p �p (lS O CONNECT%a" G TO R-2. — — — — — — — — — — — — — w � w �~ � O8 CONNECT%4" G TO BBQ. � J 2 O � ti � �� Ca W � � rn 9 PROVIDE 3/4" CW 8c 3�4�� HW TO BATHROOM AND CONNECT FIXTURES AS � � �- .. � NOTED. SH�3 � � � � '}' U � O � 10 COMBINE BATHROOM E-302 & BATHROOM E-311 COLD WATER AND HOT LV 1 O�C V �C .V � � O � WATER LINES TO 1" LINES AND CONNECT TO EXISTING PIPING. � � � � � � �' � � U WC 2� 10 9 LV � I - - - 2„V— — �� 3,.V UP TO ROOF U � Q � � —O � � � 1 O f�C I r � 0 0 � � i c�- -i-c,"- - - - - - - - - � � m° - - I �2„� � 3 N � p �2 v � I � � EAST � 2"� jyit�errlr tt�r� � CL07 � DRESSING 3 i,,�ti� � ;�� ,,. � � � –30 � � 4i,�..,`' � -- , ��, �uv � ��,, I i i � � ` � �� _ � _ _ _ _ C � _ _ _ _ _ . 4 . � � i n�r —�J , - � s ��,�' .; � p O I ��f� �� r� 2"V DN 1%"V DN � - - - V�C 2�C SH 3 I 1Yz"V ';c,l,�A�nxx+�"`5;�.`" —O a � � r (E� WEST STAIR � -2G � - HA ST I �� I – I I STORAGE LL 3 � –306 10 9 � - - - - - � I –305 �vO o�.i — � n� � — — �� - - - - - - - - � --�- I I I � � � � � � � � LV 1 pQ;�� -o U _ _ _ _ DWO KSO _ST I I I I I I I I I � _'381 � - - - - - � - - - - � z � � V _ , , � � � � � � � � � w � � _ — � I. R-20 I I I I � II � II I I I I I I I Q — � z w – — — � _ ��IK — � �� I �^,�-�T � WEST � _ - - � � C1 �VEST BEDROOM 5 I 31 � O � I I I � 3"V UP TO ROOF � O \\ \ I ,� W � U �l � n �I n�J nJn � � � = �a= = = = = = _ � '— _ � � o I � _ , _ _ _ _ _ � o � � � �, - � � , ��o � W�o — v � BBQ Os �, I I _ � WEST � I Q EXISTING � R 6 � BTO Q PLUMBING D ESS � Og I � � � I = _ _ _ _ _ _ _ _ / J/� TO REMAIN i —31 � Q \ � � � i��i. � � � � I � � x I � � J � — — - �Yz"V DN �; � — � I / � x� y . � i �i r: � - - - - - - - - - ; � J ( — — — — (E� WE S T — — — i/ii/ii/ii/ii/ii/%' DI I G N I –319 J O (N) WEST I DECK 2 = _ _ _ _ _ _ _ _ - - - - - - - - M I � I ` � I— _ _ _ _ _ _ _ _ _ � � — — �� AEC PROJECT #: 14038 � �� I �� I � DATE: ISSUE: - - - - - - � � I II � I � I 07-10-14 PERMIT / � � � � � ( � / � � � � � � � � � / I (E) WEST ��J�, I - - - �r II II LI-32 II II I 1NEST Jl.� , � DECK 1 �� 1 I / � I I I I I I I I Drawn B : Checked B : ��L�JI.� / I I Y Y �aa�� I �/ � � � � I I I I I � DGD TOC �aaa � _ � I I I �aaa L � � � I I I �C�C� �.l i � I UPPER LEVEL �]�] � � I I � � I � � I � � � � ' �I I � � PLUMB ING "�'aC�] PLAN NORTH 2nd FLOOR WASTE & VENT PLAN SCALE 1/4�� - 1�-0�� SCALE: 1/4" = 1'0" • 4 of 4 m COPIRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS,INC.