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Home My WebLink AboutPRJ07-0326 B07-0225.pdf � , � :- y i � �� # Department of Community Deve%pment Building Safety and Inspection Ser�rces 7�South Frontage Road l/ail, Co%rado 81657 970-479-2138 FAX 970-479-2452 www,uailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: , TO: Contractor/Applicant Architect Nedbo Fritrlen/Pierce proj#0559.0 FAX/Email #: rollie nedbo.com 476-4901 NUMBER OF PAGES: 2 FROM: John Plano, Building Plans Examiner DATE: 09/13/2007 BUILDING PERMIT #: B07-0225 OWNERS NAME: Walsh SITE ADDRESS: 9 Vail Road #42 OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: IB NUMBER OF STORIES: n/a BUILDING AREA: n/a The documents submitted for this pro�ect have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The fo/%wing comments wi//need to be addressed prio�to issuance of a bui/ding permit; For processing: • Please submit 2 complete sets of revised construction documents containina the reauested information with all plan revision items clouded or otherwise identified. Partial plan sets or loose plan sheets are not accepted. • Please respond in writing to each comment by markina the attached list or creatinq a response letter Indicate which plan sheet detail specification or calculation shows the reauested information Please send revisions to the attention of the plans examiner with the buildina permit application number noted. � . Please be sure to include on the resubmittal the enaineer's or architect's°wet"stamp, si4nature, registration number and date on the cover page of anv structural calculations, all structural z details and structural sheets of the �lans For commercial or multi-familv qro�ects all sheets of the�lans must be stamped. � w Building De�artment Comments: 1 Change the type of construction in the Building Code Summary to Type IB. The Town of Vail's records indicate the original construction was Type IIFR which is Type IB in the currently adopted code. he construction t�pPS was changed to 1B 2 Provide a 2 hour detail that the new floor is to be constructed to. (IBC Table 601) e detail has been provided on sheet A80� 3 Provide a wet stam�ed structural sheet. wet stam_ped sheet has been rop vided 4 Provide a structural detail for the new window in the west wall of the Living Room #101. here is_no new window in the location stated 5 Change the door that accesses room 203 to be minimally 24"wide and at least large enough to remove the largest iece of equipment. (IMC 306.2) �flae do ro size has been chan ed Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit,please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. John Plano I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2140 �plano@vailgov.com F\cdev\CHRIS\PERMIT COMMENTS\B07-0225\B07-0225 DOC t§ � ,t � � , F S � � ISSUE RECORD 06�'107 PERMIT ISSUANGE Oa.l3 O� PERMIT GOMMENTS-R�155 E � STA�NDA�RD �SBR�I�I�TIONS �flMIN�TRA�TIY� IN�O. � � 1�RA�WIN6 IND�X � ��5a� �SGR�PrioN oF �rr� A F P ABOVE FINISHED FLOOR q VAIL R�?.D AFG ABOVE PINISHED 6RADE �(aIL, GO_ORADO 8165'i � AGOUS AGOU5TIGAL JT JOINT PERM�T ADJ AD.NSTASLE LAM LAMINA7E SHEET* D�SGRIPTION gY ��q�,E PAR7 O�LOTS !�, S, A1�D G - YAIL �lILLAGE 2ND PILING ANGH ANGHOR LAV LAVATORY APPROX APPROXIMATELY LIN LINEN �� ' ARGH ARGHITEGTURAL LT L►GHT ATTEN ATTENUATION LT.WT LIGHriVE16HT �4000 GOVER SHE�T FPA� • �UIL,I'I1�G GOA� SUMM�i�Y AWN AWNING M H MANHOLP BDRM BEDROOM M.O MA50NRY OPENIN6 BD BOARD MAGM MAGHINE A201 PROPOSED PLANS FPA O � BLDG BUILDIN6 M MASTER BLK BLOGK MAX MAXIMUM A202 RGP'S FPA� O BUILAIN6 GODEs 2003 I BG � BM g�F.A�MR M�TLGH M�ETGALNIGAL --- �_� BOT B01TOM MF6R MANUFAGTURER ?�401 UNIT SEGTIONS FP,4 • _ ��' � BU I LD I NG GONSTRUGTI ON GB GATGH SASIN MIN MINIMUM G 6 GORNER 6UARD M.W MIGROYVANE G.J GONTROL JOINT MTD MOUNTED f�601 INT�RIOR ELEVATIONS PPA � _ PL-U1rIBI1�Id GODE: TYi�E GH,�N6ED TO B G M.0 GONGRETE MA50NRY UNIT N I G NOT IN GONTRAGT GO. GLEAN OUT NEG'Y NEGESSARY ,4801 GONSTRUGTION DETAILS PpA � ��G�� , ON O�.I�J O� GT GPRAMIG TILE (�U NE1N GAB GABINET NOM NOMINAL GEM GEMENT ' O G ON GENTER A�i01 SGHEDUL�S FP�4 • GER GERAMIG O.D OUT5IDE DIAMETER G I P GAST IN PLAGE OP6 OPENING GL6 GEILIN6 1'T PAINT E201 ELEGTRIGAL PLANS PPA � GLOS GL05ET PARTN PARTITION GLR GLEARANGE PH PHONE • �1AI5TF�:�TI�N TYP�: i P� 8 GOL GOLUMN PL PLA7E EX201 EXISTING PLANS PP?� -- GON CANGRETE PLAS PLA57ER GONT �oNTINUOUS PLNK PLANK 51 STRUGTURAL TBE • �".,IJFtR�A1T�ONINSe PUSLIG AGGOMIDATION D15TR GT GON5T GONSTRUGTION PLWD PLYWOOD GPT GARPET PORG PORGELAIN D DRYER QT QUARRY TII.E AY�L�1.INb_UNIT�: ' D.W DISHNIASHER R RISERS DBL DOUBLE R.D ROOF DRAIN DET DETAIL R.O ROUGH OPENIN6 DIA, DIAMETER � �� DIAG DIA60NAL RE REFERENGE DIM DIMENSION REG REGPSSED DN DOWN REF REFRI6ERATOR DR DRAIN REINF REINFORGED PROJ�GT DI�GTOi�Y DWG DRAWIN6 REQ'D REQUIRED - DUMPSTR DUMP�TER RES RESISTANT E J EXPANSION JOINT RE51L RESILIENT n, EA EAGH RET RETAININ6 PL ELEVATION REV REVISION Q�? SPe�RY W�I�SH . ELEGT ELEGTRIGAL RM RooM 651� SL/�GK DI�MOND LANE EN6 EN6INEPR R 5 ROUGH SAWN ; EQ EQUAL 55 5TAINLE55 STEEL L?�NiB�RNILLE, MI 48144 a.-- EQUIP EQUIPMENT 5 V SHPET VINYL � EXIST EXI5TING SGHED SGHEDULE . EXP EXi'ANSION SEGT SEGTION P 41�i 2I5 48-I EXT EMERIOR 56LT STRUGTURAL GLU-LAM TIMBER � FD FLOOR DRAIN c�T e,�}�T FDN FOUNDATION 5HLV5 SHPLVES � SWALSI-f�BEX T FIN FINISH FLOOR ELEYATION FLR FLOOR SPEG SPEGIP GATION F�x F�x�u� A,�-4i��r: BILL PIL�G�, PRIMGIPAL IN cH�R� sa saua� PLUOR FWORES�ENT 5TD STAINDARD FRITZLEN PIERG� ARGH GT .—■ PPHB FREEZE 1'ROOF IiDSE BIB I6�0 E �/P�IL Vl�LL�Y DRIYE, GI � ��R STI. STEEL VAIL, GOLORADO 8165'7 � �RM FRAME STRUGT STRUGIURAL �P �� P �i�0 476 6342 FT FOOT PTG FOOTIN6 T,g TOVVEL BAR F q�0 476 4�t01 FV FIELD VERIFY TdB TOP AND BOTTOM 61 6ALVANIZED IRON TdG TONGUE AND GROOVE E. BILL�VAIL?�RGHITEGTS GO GPP 6A5 FIRE PLAGE TO.G TOP OF GONGRETE � GA GAUGE '�, TELEPHONE F GALV 6AWANIZED .� TM�� GONTT��oC�TAR: N�� GONSTRId.rTIQ 6EN 6ENERAL TPH TOILET PAPER HOLDER ROLA�ND .1 KJE5B0 � GRT �UT T O TOP OF �/A I L OGO 81658 W J � O T O Y TOWN OF YAIL + GN� 6Yf'SUM WALL BOARD T.O.W TOP OF WALL P �i-10 845 1001 � � � ' i HB HOSEBIB ,T�,�� I�SLI N H M HOLLOW METAL U O N UW.E55 OTHERWISP NOTED P q'10 845 qq"fQ HDRL HAND RAIL V G P VITRIFIED GLAY PIPE HD �EAV � ROLLI��NEDBO GOM � HDV`lD HARDYVOOD V G T VINYL GOMT'OSITION TILE � � � O HORIZ FU HORIZONTAL � y,��R -J �-- N YERT M VERTIGAL HT HEIGHT y�,G WATER GL05ET � � �AT� W.F WIDE FLANGE ��L �I�� Ir43 ��DOW DRIVE #3a0 Q Q O w INSUL INSULATION w P 1NA'�ERPROOF0 W.WF Y�IEI.DED WIRE FABRIG �(AIL, GOLOR�4D0 8165'1 � -J-� U (� INT IM'ERIOR WATER-RES YVATER RE515TANTP �1 0 4"i 6.2 1'7 0 Q r � INV INVERT Wp WOOD � —� �- . J.B JUNGTION BOX NVO WITHOUT P q70 4�6 438 � BOYL�ENGN�GS GOM `� � � � MISG. �Bi?E1�I�TIONS � ;_, � . 1�PEC.H�NIGAL �Ii�= �G EN6INE�RIN6 N 4� ROUND i�VO$oGO�ORAI�O 81620 . W/ WITH �� , ° DEGREES P q"10 748 8520 �p SQUARE �OOT � a70'I48 8521 f PLUS OR MINUS f�. PROP�RTY L I N� E• BOB�AEG-VA I L GOM �i ,�4NGL� C� GENTER LINE � DRA�WING GONY�NTIONS DOOR DESI6NATOR � DETAIL DE516NATOR A D�� WI YVAI-L TYT'E 20 riFee w.nr+s n+Miwres DETAIL NJMBBt IN�DETAIL�BOOK�� W��OW DESI6NATOR BLD6 SEGTION DESI6NATOR O ��G� — — �cnaa�t ROOM �'i'�� +�� `,�� ''`� �r�° � �, �r rr��+ NAM��ROOM NAME '`�. __ "' , �i,�r�� x ROOM NUMBER �` y�_, �� 100'-O' x OMFINISH � �rt�� i'r��t� � ATOR � f� � �°�,��' ioo�-o• SPOT ELEVATION �y�5�p q�q - .�'� ,�' �---- I,`z � � ��d � � OF DRAWIN6 `v� � �� A6�1 �v�na+� qpaENVUM � f�'/ � ,� �T r�exe SF+ow+ ` KEY PLAN DE516NATOR � j� �a t r 4� .`i F . � � �� SYSTEM NOTES DESI6NATOR 0'_Q' GEILIN6 HEI6HT M,4TERI?�L SYM80L5 FRIT��E � , � � a��R�v�� P I E � E �� , GOMPAGTPD BAGIGFILL 6RAVEL LUMBER NIDOD a' Communit�r Developmer�t Department OlNt1 Of �/�II / Bwiding Safety and Inspection Serv�ces / -�—�—� �j��, � � �� , / s4 � � section �jj/ � � �j � � tnte�ationai Buiiding Code/iMernational Re�id�ntial pAVERS EXISTIN6 WALL PLYWDOD PARTIGLE BOARD � Code Valvdety of psrmit 7he issuance or granting of a perm:t�h4'I � . , • `- / not b�ccnstrued to be a permit for�or an approval of,any violat,on o ` /j j// any of th�pr�v�s�ons of this code or of any other ordinance of tho � � � ��7 � . ,. , a jur�sd�ct�cn Permits presuming to give authority to violate or cance!the V 1 G I P GONGRETE sr�. srue w�.�. 6ROUND LINE provision�cf th�s code or other ordinances of the jurisdiction shall not bo ! V valid The�ssuance of a permit based on cOnstNCtian documents and �, �- other�a.a� t �hall not prevent the building official from requinng the q�� 14 2Q0 � ��f correc;��n of crrors m the construction documents and other data.The , � , f/ building ci�icial�s aiso authonzed to prevent occupancy or use of a � y SATT INSULATION RI61D INSUL4TION GMU structurz vrh�re�n v� n of this code or of any other ordinances o A .�� b��T S � - this�unsdicUon ��/ �j �j� " A ,' PIANS EXAMINER: DAT�:��..._--� �— %/,,� � ��o .�1 , / /� � �` Vail,CO 81657 vailarchitects com 1650 E Vail Valley Dr Fallndge C-1 ` STONE GONGRETE FLATWORK � fax(970)476-4901 (970)476-6342 � �GOV�i� S�#��T _ � � � - �� ISSUE RECORD O6 2'7 O'7 PERMIT ISSUANG� - Oq.l3 O'f PERMIT GOMMENT5-RE15 UE �•, GENERAL NOTES F - \ � i ��\ I FULL ?�GOUSTIG INSULATION i � '� ; i � nOOR SIZ� GAULK ?.LL WALL AND • i BEDROOM 2 GH�NG�D FLOOR P�NETRATIONS) i 10'1 ON O�i 13 O'f ` � , � � ----� � �I � LIVING io-t c�► STORP.GE 2 ------------------------------------- ROOM DI N I NG � 243 ��v�� 105 106 � ---i ' /4R��4 �� i � 204 � 03 � � I I � � I � I ' � ' I = ---� � --- -------------------- - -- - - 5�- �� 108 ,� UP --- -- _ B�4TH 3 0 � , - - - - \ 202 � ' 1 ' Z � - - - ° mr- � W J � o � � � � __ �Bf�TH 2 � ��IIT �� , �, - - � o � ---- ----------� 2-ii ioa _ O o � U Q c� o � '�� - _ - ,, - --- � `�.' � � � �,�Ji �_ _STORAGE I' ioe � -,,- � -- .D o� - - --i----- Z � U O � �-- �--�i �� i i = __ ,' �— � i i i Q Q � w W � ��B/h T H I � � i o s o - I O�i - _'_-_— � � � � � -, �� 104 - �-, -_ �-------------�-----� J - - I 04 � - - - �-----� -_- -, - - - - -' - - o� VO O ,[1� � ❑ ❑ _ - _- - _-.-- -_ �_ '� - _ _- --_ _- - ��-__-�� - - - - - � � > � J 'J � v' 'r _ Q II_ - _�-- � � , , _ - _ - - - � -_ �� Q r �� 1 � � - - r ^ , ]II��- � - ' , _ ,- - " - 109 __ � L f � � - — - -- �/ J « . = lf - � Dw = _ � KITGH�N i � - - -_ - — _ � �- - - - - -- �p I I 103 j _ _ - - - _-_ ��2 = -__- _ _ - -- - -_ - _-_ - -_ --= J=--= '� b' I `► ( � �� I o I I � � -- -�� I � I I - _ - _ _ ; - -- _ -- _ -_-- - �_ , � � � - , - - - - - �- - - ��o � - ,wo � BEDROOM 3 --------------�-------� i ENTRY - ------- i - - - - - - - - - _-_-- - --,- - in 201 i i - - _ � � - - - -_ - 101 =- _ - _ i i - - � _ _ __ - _ � �--------- � i + + - -_ _- _- _- - - - UTIL �------i -I- -I- i---- ------ _ - -_-' _ - - - I10 � -- -_ � � BEDROOM I 103 ,� r �_ v.�- �;a-��--....,��_ ` `,� , s``s�;-. , - •s, �� r • �t`t�3�1� ! � ,.��_�_�`�itiFj � �: � �'�S;��+�' �`- � d � �� h .� .�.� d' � � �� c � / � 1'�� \ ' ,� ,v�,'�'` ��y� �� 'f�/;` �--"'�,��,��"�,� , ° ,�� ._ �/ ,� � �; F� i � FRIT�� E � TRUE NORTH � ��O �O�� 1`�� I � �.. � �� . � � �� l..e �� P I E R C E , � �201 SGP�LE• I/4" = I'-O" �`�OI SG�L�: I/�" = I'_O" ' �� I .- AR � HITECTS 1650 E Vail Valley Dr Fallndge C-1 Vad,CO 81657 vailarchrtects com fax(970)476-4901 (970)476-6342 - ��o�os�n PL�NS � � = � � I � ISSUE RECORD � O�i 2"I O'i PERMIT 155U�NGE Oq 13 O'1 PERMIT GOMM�NTS-1a�15 U� . ' I � � BEDROOM 2 I N , 8�-� 107 � � - - - - - - - I , � � STORAGE 2 � �� 8-I � �� -I 203 � ROOM DINING � 8'-I" � 105 1O6 � � F LIVING �LOOR �ILL IN � AREA � ?�BOVE � \-----� 204 �----� � � i � I i \�� i i i �� i � i � � i , ��IIT �� - - � 'X � X ' '�` ' ' � � � U � � , � � � � UP , „ B�TH 3 � � � � ' � ` Z 'n - - - - - - - - - - - � '7-3 202 ii ��i i� v � � � � �-----� �- -y , - - - - � � co c3� 7�-i�� I �, ' � aa � � ' � � w � � I - - - - - - -- - - - - - - - - -- - =J U O U W � J J � ��a — — STORAG� I 6'-II" � � � Q IO�t � > � � BATH 2 � � n- B�TH I 7'-I" I OS � 104 �� > � B�DROOM 3 � . 6'-I I" 201 � ° KI7�H�N . � 1�2 ENTRY ��_�� -�� I OI r — — — — — — — — — — — -� .�'-4„ ; UTILITY � � I10 � _ � BEDROOM I 103 �� UTILITY I10 S�.�.^,.T_b'&`. ��0�[ ��/� u�� \� ��` �� _{ ti e�l��+�, d�� _� ��I �' � ��, � � �� "�d� �� i�� - �� f�! � � pr \ _ _ .� /``/ ' � d � ti� y1 i' _ � i� ! ^ FR�T��.EN PIER � E TRUE NORTH ' i � � I 2 � � � Y � �� V I �� I I �l L. � � F � �-202 SG�LE: I/4" - I'-O" �`-�O� SG�L�• I/4" -- I'_p�� c� �0�� - ARCH ITECTS / -� 1650 E Vail Valley Dr Fallndge C-1 � Vail,CO 81657 vailarchitects com - fax(970)476-4901 (970)476-6342 R��L�GT�i7 G�I L I NC� fi�L�Ns . -- �� - ISSUE RECORD 06 2"i O"1 P�RM I T I SSU�NG� Oa 13 O'7 P�RMIT GOMM�NTS-R�ISS � . � V � . � ' � � � � . M�GH,4NIGAL � � U � Z � F • � J � O �t' \ � � O� \� Q � O � BOTTOM O � O N � O � ' TW I N-T � � -' VOv QQ -� w � > � ^ GORRIDOR � j O � SEDROOM 3 � � � n- ~ LIVING 201 �' � j ° ° AR�?� � • 204 � - � � GORRI DOR � � o DINING o �NTRY � 106 I D I _ .F�;� ----�`�;� ��.. . �� , � ' ,*, ��; m'V.� �_I�i+� - � �;� � ,'l�. ��- �� '�. � �� ..�� ^ '`' r' I � �• �., . ��> 2 � � � � �� ;,s' - � �. � r, ,�a ..- � ,4-401 SG�L� I/4" = I'-�" _ FRITZLEN PIERCE ..,,,,�.a F I ' `,^ AP. CH ITECTS . �- � - 1650 E Vail Valley Dr Fallndge G1 Vad,CO 81657 vadarchitects com fax(970)476-4901 (970)476-6342 ��I�I�� ' � � � I ISSUE RECORD 06 2'7 07 P�RMIT ISSU?�1�GE O�i I�O'1 PERMIT GOMM�NTS-REI55 E MEGH�NIGAL x OTHER UNIT GORRIDOR � STORAGE 2 BA H 3 � 203 2 N � � o � . � � �� Z GORRIDOR SATH I BEDROOM I � • o DINING 104 103 106 1 Z � . � �n J � O � � � � O � � O � � UO � � ¢ Q —' w . °' j � � � � J J C�.. s� � � . i a� I . I�i . � � � U � IT S� GTIO � 2 � A�-401 SG�L�. I/4" = I'-O" °'� � , � '�� °�;�� , - -- ;,�.'' �, �i �* .��: f { � r9' i ��f�� ., i�i�� , , �� y �y�`sP t . ..,.� � - � / , � � , � '" � ` . 6 ' ` F �ITZLEN PIERCE ..�.. � _ ARCH ITECTS � 1650 E Vail Valley Dr Fallndge C-1 Vail,CO 81657 vailarchitects com fax(97�)476-4901 (970)476-6342 S�GTIONS � � � � I , ISSUE RECORD 06 2"1 O'7 PERM I T I SSU,4NG� O� 13 O't - P�RMIT GOMM�NTS-REIS U� , F � � � � � � � � � Z � t 4'-�O" I Z � � �n � J � O � � � � = O � Q O ° � / � w � � N � � =' UO �.' w � > Jp —, � o� jVOO J � a. °� Q > _ ' V J � ' W - o � � GAS�WORIG GAS�WORK � � J � 6 \ a � i � t,F....m,s"_f -.c.�+.. TRU� - - ��1��' ,'�� .��,��,, NORTH ' �,f 'a. ,,�,�; , E" �,�, � '��.. I � � � � � � �� , �.�+�A r �� i � • ?t2��J _ , SG,4L� I/Z" = I '-O" . �� " �� FRITZLEN PIERCE � ARCH ITECTS _ 1650 E Vail Valley Dr Fallr�dge C-1 _ Vail,CO 81657 vailarchitects com fax(970)476-4901 (970)476-6342 � I�� Y ��I�J • � � � ( CHAPTER 34 - EXISTING STRUCTURES �`� ��,�� x [EB]SECTION 3401 Chapter 5 Portions of the structure not altered and not affected GENERAL by the alteration are not required to comply with the code re- �40i.1 Scope.The provisions of this chapter shall control the quirements for a new structure additions,alterarions Ulteration,repau,addrtion and change of occupancy of exist�ng eaSCe pabhshed m Sec tion 1612 3,yres m flood hazar ar- ntructures or repairs that constrtute substantial improvement of the ex- Exception:�Existmg bleachers, grandstands and folding lstmg stnicture,as defined m Section 1612.2,shall comply and telescopic seat�ng shall comply with ICC 300-02 �„�l��e flood design requirements for new construction and �4�1.2 Maintenance. Buildmgs and structures, and parts all aspects of the existiug ements for ne'w construcgthon for ilhereof, shall be maintatned in a safe and samtary condrt�on comphance with the req lDevices or safeguards wh�ch are required by this code shall be flood design �maentamed in conformance with the code edition under which 3403.2 5tructural. Additions or alterations to an exisring ans�alled The owner or the owner's designated agent shall be S�ucture shall not mcrease the force in any structural element +responsible for the mamtenance of buildings and structures.To b more than 5 percent,unless the mcreased forces on the ele- �Iler,�rmme comphance with this subsection,the buildmg offi- y ment are still m compliance with the code for new struc ures, ui�shall have the authonty to require a building or structure to nor shall the strength of any structural element be decreased to Ihe reinspected The requirements of ttus chapter shall not pro- less than that required by this code for new structures.Where �eide the basis for removal or abrogation of fire proteerion and repairs aze made to structural elements of an existang buildmg, wafety systems and devices m exisnng structures and uncovered structural elements are found to be unsound or �4�1.3 Compliance with other codes.Alterations,repairs,ad- otherwise structurally deficient,such elements shall be made to �diY�ons and changes of occupancy to existing structures shall conform to the requirements for new structures ,camply wrth the provisions for alterat�ons,repaus, additions 3403.2.1 Existing live load. Where an existmg structure und changes of occupancy m the International Ftire Code,In- heretofore is altered or repaired,the mmimum design loads ��ernational Fuel Gas Code,International Plumbing Code,In- for the structure sha11 be the loads apphcable at the time of �iexnational Property Maintenance Code,International Pravate erection, provided that pubhc safety is not endangered Sc•�wage Disposal Code,Interreational Mechanical Code,Inter- thereby .uat�onal Restdential Code and ICC Electrical�ode. 3403.2.2 Live load reduction.If the approved hve load is less than required by Section 1607,the areas design iOVed [EB]S�ECTION 3402 the reduced DEFINITIONS r s shall be of an approved design 3�021 Definitions.The followm ere in the code,have the fols anex st ng bu lding or structure are P rn�tt d t be madeaof the a�'t his c h a p t e r a n d a s u s e d e l s e w h same materi a ls o f w l u c h t h e b u i l d i n g o r structure is con- I�awing meamng' structed,provided that they do not adversely affect any struc- T�CHNICALLY INFEA5IBLE.An alterahon of a buildm tural member or the fire-resistance raring of any part of the mr a facihty that has httle hkehhood of being accomphshed be- ullding or structure. ��use the exisUng structural conditions require the removal or S,An alteration or the replacemen ist- ,iUterat�an of a load-beanng member that is an essenrial part of 3 • � e required to z',� tlhe structural frame,or because other existing physical or site ing stairway m a ��onstraints prolubrt modificarion nd stnct�om han e wrth Sectpon 10 9t whe euthe existi g spacesand con trucrion will � ,�paces or features which are m full a P tlhe mmimum reqmrements for new construction and wluch are not allow a reduction m prtch or slope mecessary to provide accessibility. [EB]SECTION 3404 [EB]SECTION 3403 FIRE ESCAPES ADDITIONS,ALTERATIONS OR REPAIRS 3404.1 Where permitted.F�re escapes shall be permitted only �403.1 Existing buildings or structures.Addrtions or alter- as provided for in Sections 3404.1 1 through 3404 1 4 ait�ons to any bu�ldmg or structure shall conform with the re- 3404.1.1 New buildings.Fire escapes shall not constitute �qnarements of the code for new construction. Additions or any P�of the required means of egress m new bu�ldmgs u�r�etions shall not be made to an existing building or structure 3404.1.2 Existing fire escapes.Existmg fire escapes shall hi��will cause the existmg buildmg or structure to be m vio- be continued to be accepted as a component in the means of Iwm of any provisions of tlus code.An existmg buildmg plus e ress m existmg buildmgs only. dpt�ons shall comply�'�'lth the height and area provisions of g 567 �it�TERNATIONAL BUILDING CODE� _ ..�� _ _ , - � ---- - ISSUE RECORD O6 2�1 O'1 PERMIT 155UANGE O�t.l3 O'7 PERMIT GOMM�NTS-R�IS UE 6 t / ___ --- \. \�` ,� / �/ / \ / \ �` � / / �/ }� �y { y� }� / / ....i� ,[-l��+` 't`�`'('i��i'f:".',:''`.<;:..::. \� 1�. ��,:.�'�',.;'�'�.��} ':€�ai�� . / / �`:::;>'�%..;>..:' � �� . . � \ � � :::�:,. � :;_�::: :=:a � � I / � '^' '. � � i .��,'�:.:: \ \ / i EXI N \ / STI G GONG TRU RE � � 5 GTU �\ �� EXISTING GONG STRUGTURE °��"�___;::�'`'"':. � . �� , �� / >`t�Yt'S1l�,YV ,L,,B. A !. 1. 8 ' t3AR STE�I.JCfI�'� �C�NCFi�'t'�� A 8 GONGR�TE TYP \ �\\� 8 GONGRETE TYP ' / / � f � \\\ I �" RIGID INSUL GONTRAGTOR TO �� j// C�n�layer�1�"type X�yp5um walikx�ari or�y�strm v��n�er b�S��ppli�d �f righi an�leS fp .. "..N N..��....�..�.. �<.V"..."."`.��...".....,."....,�,; ' � �\� � . //� 3�f�° or Ei" sieel stutfs 16' o.c. �r�il �! Type 5 dryuralt screc� 12 o c. S�ud� pEaced ?�as..�.axaa��,.�e.w�.^¢w;a�s:��.a.aa:�:�.car-�w:ar•aw`a�.n�..�a�;�.e:4a�:us�a�:�e..� \\\ � PROVIDE BUILDING DEP/�RTMENT WITH / �/ • � ,� ��::,--�<-�:��..::.�.M,,.w::��.,:.:>.�,.w..�..�,,�..�;:.;�>.��--..;,<.'w�,-,�.:�...� \ \ � EVIDENGE OF GOMPLIANGE WITH IBG j ��/�� hanxnntal{y fo fama ceitir�g �nvetc��withnut dire�t at#achmenE ta joist� exce�t�#�tud . f; m . � \ 2603.5 �� nt�, At end jo'tnt location5��4° Itrx�g ba�Eci�g�lud i�attach�cf tn the contir�uous stu�i � � � \� �� / � wiih six �le" lortg setf l�ppir�g �cr�vs '#t3" a.C. .a'�tL1C�S Wtt�t � 5�Ud 5CQC�Y� Ot1 CiT�9 �C�d `; • � I / .. �. � , �\ 2 x 2 BLOGKING � 24 � inser�ed in rurt�ers arr,�.�n�s�d��t�susp�nde�i by+Is�x 7"sf�!str�ps F�e�m apsn wsb =.-= . ? � ....._.......�.;�-. �:::�:��.-�,•�:�:::N:.::.....:..:..... ...:�; , . �..��...... .. - � �:.:::..:.w.��-:.-.::....:��-.n \�� 12" HARDIE PLANK / sf�el bar�c�i�ts 24"�.c,s�p�o�rnc��s"ri�rr[eta!lath and 2�cs�n�rete s�b. � � ,. � < < � ` RUSTIG GEDAR ; �� / • . � f � � �� - � �: ; � ' : �� \ /,� / M�ximuEn�pan #or 3s/a stutts rs 1t 1{I at'tG �r.c.an�i tor 6 studs�s 12'1 i3 at'!6 a.�. .��•....�.-.�,-.�M..,.,..�.�.w.w. �- . ,....... .w.�..., \ \ I y4" FIBER GEMENT TRIM j, / / �....��..,.. . . >w...�..,.�,.� .w.. .. ...�...w....,..�....,...�..�.�.......�...� �o , /� \�\,�\ i; ; NEW STUGGO, P?�INT � � \\ � �� '�� _ ��. � / / �irc�Test. C35U T-�f�4= t'f-�•� P?�TGH EXISTING ?�S NEED�D \\ � �j \ \;\ �/ � / � \\ \ � ` - / __.._�...�..�______..._ \ � , / _ � � _ . / � ,� W Z � TYP EXTEROIR WALL S�GTION � STUGGO TYP EXTEROIR W�4LL SEGTION � SIIDING 'J � O U � °° �, , p z° � o EXISTING GONG STRUGTURE \\ � � w � � � U 0 ~ GOPPER }�'L�F��RETE TYP. \ " �_f� 2�� GONGRET� �,4B � � � � w STONE GAP �� \\ 6 STEEL STUD FRAMING �—�� " � ; U � ,\ , �� 3/8 R I B M�T�L L�T H , � J J n. . ¢ . � � - � � > > EXISTING GONG. STRUGT �� — Fj�� 5 ��L "a a � "°� � ' W/ �/8" DRYWALL INSIDE ,� ' STUDS C� 16�� O.G. � � � � �\� � 5/e" TYPE - 'X' GYP. ,� � �- � N 3/4" SHEATHING � B�PAPER �� \ �� X I�� STEEL 5T�P5 � '�' STONE VEN�ER \\ }-f�T GH,�T�N�L �1�. �� \ � FULL B?�TT INSUL ,� �. � �� I L?�YER ✓/8" Tt'P� � ' ��\ \� \ ��X�� GYi°. BO,�RD � . \ �f TYP �XT�ROIR WALL SEGTION � STONE TYP. INTERIOR W?�LL SEGTION � � W�LL TYi�E: G� �ILE NO.: �G 1130 ; /�,�=.=..�--�` �� ?�� _� �� LL TY �'� � � � G � I L. I �� S� fi� �3L. `� �`�� 2 �. 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FRI�ZLEN PIERCE � � , � ARCH ITECTS - 1650 E Vail Valley Dr Fallridge C-1 Vail,CO 81657 vailarchrtects com fax(970)476-4901 (970)476-6342 �� I �I J�.✓ • � � � I � _ �- O . (v . � � � I�fiE�HA�11C/�L SPECIFICATIDNS MECHANICAL LEGEND ARENOTNECESSARILY�U ED NLEGEND � � � � 1 GENERAL = Hw;= HEATING WATER SUPPLY � U O � 14 HEATING PIPING• �, � a0 � „ �� HWF HEATING WATER RETURN f MANUAL BALANCE DAMPER .� � a FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, a HEATING HOT WATER PIPING 2/ INCHES AND BELOW SHALL BE TYPE L' COPPER, HARD DRAWN,WITH WROUGHT COPPER , a f � � � U � DELIVER, T THERMOSTAT L � � �d. STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN S W E A T F I T T I N G S J O I N T S S H A L L B E S O L D E R E D W I T H 9 5-5 O R S I L V E R S O L D E R C O N D E N S E R W A T E R A N D H E A T I N G H O T W A TE R O � ' b THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR��OT PIPING 3"AND ABOVE SHALL BE SCHEDULE 40 BLACK STEEL A-53 SEAMLESS PIPE WITH WELDED FITTINGS QC PERCENT CONTROLLER DUCT SIZES ARE NET FREE AREA � � p ti SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSnRY b VALVES SHALL BE CRANE, WALWORTH, NIBCO, STOCKHAM OR EQUAL; SERVICE PRESSURE SHALL BE AS REQUIRED VALVES QH HUMID�STAT 2aX�z 1ST NO IS SIZE OF SURFACE SHOWN � p�� > p TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAIN.Y SHALL BE SUITABLE FOR SERVICE INTENDED QS DISCHARGE AIR SENSOR 2ND NO IS DUCT DEPTH � '� � Q � " MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS PLUMBERS TAPE cFM � p � � � POINT OF NEW CONNECTION S�ZE� SUPPLY REGISTER/DIFFUSER � ._ t- AND WIRE ARE NOT ACCEPTABLE � � � N � � 2 WORKMANSHIP d ALL HEATING PIPE, DOMESTIC, SMS &SMR, HWS & HWR,AND CHWS&CHWR SHALL BE INSULATED WITH ARMIFLEX TYPE —�' PIPE RI S E R . a THE WORK SHALL BE ACCOMPLISHED IN A THORUUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO AND MEETING fHE INSULATION PROVIDE DEDUCT ALTERNATE FOR THE USE OF PEX OR ANY CROSS LINKED POLYETHYLENE PIPE. PIPING SHALL BE � PIPE DROP cFM L +� `� � �— s�,O RETURN AIR OR EXHAUST AIR REGISTER � Q (n �� APPROVAL OF THE OWNER AND ARCHITECT SIZED AT A MAXIMUM PRESSURE DROP OF 3 5 FT PER 100 FEET&4 FEET/SEC VELOCITY pQ DUCT DRAIN(FD) size � � � e CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE DIFFERENTIAL ACROSS THE VALVE OF 2 PSI SECTION THRU SUPPLY AIR DUCT � � � N N > 3 M A T E R I A L S f PROVIDE 3'DIA x 24"L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE AGGREGATE TO NEUTRALIZE THE � � �SUPPLY DIFFUSER,ARROWS MAY INDICATE � � � V S E C T I O N T H R U O U T S I D E A I R I N T A K E, S I Z E � �S O O � a ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTSAND BOILER'S CONDENSATE DRAIN � RETURN AIR OR EXHAUST DUCT DIRECTION OF THROW �� +� , � � C� � � v�-- ' OF THE MAKE AND QUALITY SPECIFIED . 15 BRAZING � L �f`� 4 SITE INSPECTION g PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS PLUMBERS TAPE w V U = O a C O N T R A C T O R S H A L L V I S I T T H E S I T E O F W O R K P R I O R T O S U B M I S S I O N O F H I S B I D A N D T H O R OU G HLY FAMILfARIZE HIM�LF AND WIRE ARE NOT ACCEPTABLE WITH THE WORKING CONL�ITIONS&EXACT NATURE OF THE WORK h REFRIGERANT PIPING INDICATED IS SCHEMATIC ONLY SIZE PIPING AND DESIGN THE ACTUAL PIPING LAYOUT, INCLUDING � W ¢ � � � b SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEVI OIL TRAPS, DOUBLE RISERS, SPECIALTIES,AND PIPE AND TUBE SIZES,T O ENS U R E P R O P E R O P E R A T I O N A N D C O M P L I A N C E W I T H "~ c NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH WARRANTIES OF CONNECTED EQUIPMENT S E Q U E N C E O F O P E RAT I O N '~ ,U � O C R E S U L T S F R O M A F A I L U R E T O T H O R O U G H L Y M A K E T H E E X A M I N A T I O N i E V A C U A T E T H E E N T I R E R E F RIGERANT SYSTEM WITH A VACUUM PUMP TO A VACUUM OF 500 MICROMETER FOR A PERIOD OF V � W � � 12 HOURS PRIOR TO CHARGING FC-1 THIS UNIT SHALL BE CONTROLLED VIA A WALL-MOUNTED 7-DAY PROGRAMMABLE T-STAT&HUMIDISTAT � � J � p., 5 CODES AND PERMITS THE T-STAT&HUMIDISTAT SHALL BE CAPABLE TO OPEN THE CONTROL VALVE UPON A CALL FOR U � ' a ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC , SHALL CONFOh�M TO THE 2003 IMC CODE AND ORDINANCES AS 16 TEMPERATURE CONTROL DEVICES HEATING THE MOTORIZED DAMPER SHALL OPEN BOTH THE RETURN AND OUTDOOR AIR DAMPER 50% � � � � INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT a THE HVAC SYSTEM SHALL BE PROVIDED WITH AN AUTOMATIC SPACE TEMPERATURE CONTROL DEVICE THAT SHALL BE WHEN OUTSIDE AIR TEMPERATURES ARE CONDUCIVE TO FREE COOLING,THE OUTSIDE AIR DAMPER WILL L � � ~ b CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS C COPIES OF ALL PERMITS AND INSPECTON CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55°F TO 85°F AND SHALL BE CAPABLE OF OPEN 100%AND THE RETURN CLOSE, DURING NIGHT SET BACK THE OUTDOOR AIR DAMPER TO BE FULLY Q REPORTS SHALL BE SUBMITTED TO THE ARCHITECT OPERATING THE SYSTEM HEATING AND COOLING IN SEQUENCE CLOSED AND THE RETURN OPEN 100% m 6 AS-BUILTS 17 BEFORE STARTING ANY WORK,THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF H-1 HUMIDIFIER SHALL BE CONTROLLED FROM THE WALL MOUNTED HUMIDISTAT,AIR PROVING SWITCH AND 0 a CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILTS DOCUMENTS WITH ALL CHANGES NOTED THEREON AT"HE DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. — HIGH LIMIT SWITCH STEAM SHALL NOT BE INJECTED INTO THE DUCTWORK UNTIL THE FAN COIL HAS 0.. COMPLETION OF THE PROJECT AND PRIOR TO FINAI.ACCEPTANCE AND PAYMENT DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED,AND ANY MINOR ENERGIZED AND AIR FLOW HAS BEEN ESTABLISHED STEAM SHALL BE DISCONTINUED WHEN THE ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL SPACE'S RELATIVE HUMIDITY LEVEL IS SATISFIED AT THE WALL MOUNTED HUMIDISTAT, OR HUMIDITY 7 GUARANTEE• BE MADE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR LEVELS IN THE DUCTWORK EXCEED THE HIGH LIMIT SENSOR'S SET POINT a CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN � R�G%S� WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION 18 COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT TRADES,AND PROVIDE H , ,�, WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON ,O� `>.p � 8 SUBMITTALS EQUIPMENT SELECTIONS, COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT a CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW REQUIREMENTS 9 � * � (SIX COPIES OF EACH) MODULATING AIR VENT � � c,�� 19 PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED,AND A MINIMUM OF 30"CLEAR WORKING SPACE IN FRONT OF CONTROL � �',�c� Q��r� 9 COORDINATION ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED VALVE ' �SS��`� � a THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE BY GENERAL CONTRACTOR b THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, HWR PIPES, CONDUIT, ETC 20 ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATION ISOLATORS. CIRCUIT UNION 10 CUTTING AND PATCHING a ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING)SHALL BE PROVIDED UNDER OTHER 21 EACH PIECE OF EQUIPMENT AND A�L SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO INSURE PROPER FUNCTION OF SETTER SECTIONS OF THE WORK ALL CONTROLS, MAINTENANCE OF TEMPERATURE, ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND PRESS-TEMP TAP,TYP f � b PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT VIBRATION,AND SHALL BE LEFT IN PROPER OPERATING CONDITION ' c X-RAY SLABS PRIOR TO CORING HWS I FAN COIL � 22 TEST&BALANCING � 11 CLEANUP a THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE � • a UPON COMPLETION OF THE WORK UNDER THIS SECTION,THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS COMPANY FAN C O I L & M O D U LAT I N G �� EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL � c ALL REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST&BALANCE CONTRACTOR 12 DUCTWORK d ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10%OF THOSE INDICATED ON THE PLANS C O N T RO L VALV E � a DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2003 I M C, MECHANICAL CODE AND SM�CNA � STANDARDS 23 FINAL LOCATION OF GRILLES, REGISTERS &DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS OR AS PER Q b DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS DUCTWORK SIZES INDICATED AREFREE FIELD REQUIREMENTS NO SCALE � CLEAR DIMENSIONS � O c ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 604 FOR THE 2003 I M C 24 THE GE�JERAL CONTRACTOR SHALL FURNISH &INSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL CEILINGS � - d ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP #6 MASTIC ADHESIVE WITH VERSA GRIP OR MESH. TO GAIN SERVICE ACCESS TO THE EQUIPMENT AND MANIFOLDS PER MANUFACTURER SPECIFICATIONS Q L('� e FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE U L APPROVED,VINYL COATED,WIRE REINFORCED FIBERGLA�, � WITH MAXIMUM CONDUCTANCE OF 30 AND A MAXIMUM LENGTH OF FIVE FEET 25 ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURE'S INSTALLATION OPERATION &MAINTENANCE CALIBRATED HWR ' ' f CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM DUCTWORK SHALL NOT BE CONNECTED OR INSTl�LED MANUALS RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES BALANCE VALVE � O , WITH SHEET METAL SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW TERMINATE WITH A WALL;AP MANUAL AIR VENT � � WITH A BACK DRAFT DAMPER SCREENS ARE PROHIBITED. 26 FILTERS NEAR ENCLOSED GRILLF � � • g DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM/0$"PRESSURE DROP PER 100 FEET a SHALL BE U L RATED AND APPROVED � � � _ h. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND/OR EXHAUST)SHALL BE EQUIPPED WITH A MEANS OF SHUT-OfF b PRESSURE DROPS SHALL NOT EXCEED 10"STATIC PRESSURE � U WHEN VENTILATION IS NOT REQUIRED,AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE UNION (TYP) PROVIDED FOR AIR INTAKES AND/OR DISCHARGES 27 ELECTRICAL CONNECTIONS � W UCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION a UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS,THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, AUTOMATIC � � � i CLEAN OUT ALL D � � DOUBLE THICKNESS TURNING VANES SHALL BE USEQ ON ALL DUCT TURNS OF 90° CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLINOID VALVES SHA�L BY FURNISHED BY THE MECHANICAL CONTRACTOR CONTROL VALVE � O b PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS I � � 13 INSULATION c IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS BALL VALVE � a INSULATION SHALL BE U L LISTED IN COMPLIANCE WITH FLAME-SPREAD RATING OF NOT MORE THAN 25 AND SMOKE d COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER TRADES, SO THAT � ^ DENSITY NOT EXCEEDING 50, PER THE INT'L MECHANICAL CODE INSTALLATION SHALL BE IN ACCORDANCE WITH IMC ALL SYSTEMS ARE COMPLETE AND OPERATIONAL HWS O LL REQUIREMENTS e ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. � b RECTANGULAR SUPPLY DUCTWORK SHALL BE INTERNALLY LINED W/1"THICK, 75 LB PER CU FT DENSITY FIBERGLAS� f ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND � �FINNED ELEMENT INSULATION WITH VAPOR BARRIER(MINIMUM R-VALUE=4.0 AT 75°F MEAN TEMPERATURE) 1/2"THICK INSULATION MAY BE U3ED WIRED BY THE ELECTRICAL CONTRACTOR J � � IN AREAS OF TIGHT CLEARANCE OR AS NOTED I c INSULATE ALL CONCEALED ROUND AND FLAT OVAL SUPPLY DUCTS, ALL RETURN AND OUTSIDE AIR DUCTS W/ 1'/z'THIa, 75 28 TEMPORARY HEATING DURING CONSTRUCTION � ' LB PER CU FT DENSITY FIBERGLASS INSULATION WITH VAPOR BARRIER(MINIMUM R-VALUE=4 0 AT 75°F MEAN TEMPERATURE). a MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING � 1/2"THICK INSULATION MAY BE USED IN AREAS OF TIGHT CLEARANCE OR AS NOTED b GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR DRAIN VALVE d HEATING HOT WATER SUPPLY AND RETURN SHALL BE INSULATED WITH FACTORY PREFABRICATED FIBERGLASS INSULATION � WITH FACTORY APPLIED SERVICE JACKET(MIN R=4.0) INSULATION THICKNESS SHALL BE 1-1/2". �� N -T U B E RA D IAT I O N Q e ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE"k"COPPER AND SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION f ALL CONCEALED HWS & HWR, CHWS &CHWR,AND SMS&SMR DISTRIBUTION PIPING SHALL BE INSULATED WITH ARMIfLEX � TYPE INSULATION TO MINIMIZE UNCONTROLLED HEAT LOSS INTO THE BUILDING ALL EXPOSED PIPING SHALL BE INSULATED WITH P I P I N G 1-1/2"THICK FIBERGLASS INSULATION WITH ALL SERVICE JACKETING NO SCALE �,� AEC PROJECT#: 27816 �P� ��J�o�� / �,�� DATE: ISSUE' �� J 07-07-12 PERMIT DRAWINGS �" 'VY� OFFSET BOTTOM OF DUCT A MIN 3" 6 08-09-07 PERMIT DRAWINGS WITH STAINLESS STEEL AND y INTERGRATED AIRFLOW PROVING SWITCH PROVIDE DRAIN W/'P'TRAP �JQQ�� &HIGH LIMIT HUMIDITY SENSOR -�-� AND ROUTE TO NEAREST FD pJ� 45° AIR FLOW W / . . � . � . � . � '�' O // i� ' �i%�� Drawn By Checked By i / BFW RPC R=W �— PROVIDE A MINIMUM OF 4'-0" MANIFOLD BRACKET H � SPECIFICATIONS R I OF STRAIGHT STAINLESS STEEL DUCT 5-0 MAX •±`� ON BOTH SIDES OF SEAL AIRTIGHT HOSE LENGTH AROUND ENTIRE SEQUENCE OF � THE INJECTION NOZZLE TO ALLOW TAKEOFF THE STEAM TO BE ABSORBED INTO STAINLESS STEEL PAN OPERATIONS & THE AIR STREAM PROVIDE WET SENSOR p HUMIDIFIER DIAGRAM RADIUS ELBOW 45 DUCT TAKEOFF DETAILS NO SCALE (PLAN VIEW) D ETAI L NO SCALE SCALE 1/4�� = l�-O�� NO SCALE , • 1 Of 2 m COPMIGHT 2006 ARCHITECTURAL EN�NEERINC C0�15ULTANTS,INC. � 0 ' F�i� �� IJP�IT' ��L.E t?R Et�UlVALE�tT � ��:C�f ��,�� c.��.ira�ra�� ;r,� t , °° uN�-r �r�,��.,��,c-n��z�� ra-r�,�. ��,. �� T�4 �_��:.t�_�..�� .�� c� 1"WRAPPED OUTSIDE ��/IGE E.C�C,�kT![�E� N�' T;-�-�A,� i�.��af�}E °.ttiA-f�E� �lpE TG�-�� i�1R�IQE ��AT�R �iC�� C}�1T.ra V�IT R�tV�tiRK� '~ � AIR INTAKE DUCTWORK T�� a��- �`+`� �".;�h19 CF~1',�1 t!�'Ji , � � � r �� €�� 5�'L�B(`<�} l�1tT�°� Li�1�"(°F UPf�3 PC?{F� P,r1�li Ea� (°�;LI7B(°F) t�T f°� L�1T{"F. t;�P�:� PC� {FT} if: �'1!/ t{z {LB�1 � v 0 � ------------------------------ ------------------------------------------ {}i — � -�--,,' � R�1 ) + {Ay € 7 ' � � � � Mi: TCC�P1;�IJNT Ut�l1T OIV�tE��PR�i�E P�Aq, ',1�RI�Y G(�NfiI�UR�TIC)h�-�"�STr�?L ��E�� /� U ap i�� 1 � tYl��•.7�L+�F ll�� f } Ih I f ti 2 I� t /^ V ' ' Fi:^i ti,��nl�SFi i��iL�NG� � S�'s`��..�1ta� 1D? �3t7`:� , .5�0 t� a � 1i� �{�� ; 3�u 1t�Q(? 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RE��RK� WALL TR,� t+��i�L.�t7 ` C�'i:�i l�k��.�€ � �r;f'H t N�. , `�''� t�.�i�; ,sE?�d�S? � CAP �i�':�i�'�E1�,�t ° � ��'-1 G�t'd�Rl�.l. ELE�TRi� " C�1L.IP•It,, 4��c:;��?.L�F' af� � i7;i fJ u �5 �i�1�'6� 3 a �t INT�RLL�CK�ITN i�"�t��.L `�'..+-V41'1T�N, �.It:�HT� i-l�1�T�R . C P.Era'Tf?�'JCt,1:� ' � 300-R � �e BB ..... ._..._ Y..�.,...,w.,,�.�..,.,�,......�...�, �..,..,._�.,...,,.,�.._�.._w.Y.,....,,�.,W.W,_,w�,..�... .....�.v..__wy.. ,. �....,.,_...........�...._._.�.�.....�w � ..,�,..._Y..�..._..�....�... .�....�.,_W � _ ___ W......,....._... ..�......._w ......Y...�.�.�._...�..4�.......W..........�... - ...�.............w., � BB 5 B 6x16 �� 3 g 5 � .�`,�+�=-1 ��t�l�T��,;�'-! C��3�11� C3E:YE::F2 t��ll.t1�•Jia lNI.I'ilE: 15G 1 :�.��1 U� ia + I5i1;�iC� � a CI � � W�kUTt�Mt��fi� �-'I:�aru-"t,J�»�:: t�,��`lzl�Tl�[!1 S�!(�1"C�'� W � 2TYP O :� BEDROOM 2 � y, � l O� � 81�I11 ' � e �. z �: s._�� o '�.,, LIVING W ROOM 8'-I" � BB 5,� , 105 DINI�iG � O v '� 106 � � • � '1'-I" � . " � T ------ � Q 0 O , •.,� � p�- �k 6x16 DN 6x16 DN � A 50-S � Q . �'•,� �% 6x6 \ / ,� � 16x10 '--- *I � . _ �`�� GENERAL SHEET NOTES: W U U I`t� � �� ,�' .� 6x6x4 . - 'i' 3" O � dJP . PLENUM ' HWR � w � ' HWS-�� 1 NEW HYDRONIC BASEBOARD, CONTROL VALVE 8�1"MECHANICAL .,,,,, ,�,, � 's e j '•.,,,,, •,,� � BOX 'Y' ,.` O PIPING ALL MECHANICAL"FLEX"PIPING TO BE ABANDONED o � , � ; ° �� &REPLACED WITH HARD PIPE � O � 7'-�" ; BATH � X �. , w . N STORAGE� � ? : BB 108 L-1 18x18 r 2O3 OO 2 36"MINIMUM CLEARANCE REQUIRED BETWEEN BATH,DRYER,RANGE OR � ;� �p � 600 OAi '_d, � BB FIREPLACE VENTS AND OPENINGS INTO BLDG GENERAL CONTRACTOR � � Z 200-S ' �� • • g TO COORDINATE AT ROUGH-IN > � � 20x6 A 10x6 � f � � "" '�� n co FC � 2� ,,�•. 6x ''.� � � � 4 REQDSS A 150-S � � � 3 ALL DUCT DIMENSIONS ARE INSIDE FREE AREA � +6' ' -.,,.,� EF � 10x6 �'� LIVING REFER TO MECHANICAL SPECIFICATIONS FOR EF 20x6 �� ' 1 2 H AREA e DUCTWORK INSULATION REQUIREMENTS � � � 2 - - - - - - - --� - - - - - - - -- - - -STEELBEAM- - - - - -STORAGE i- - - - - - - - -- - - 4 Oe 204 -.....� ^ � TO FC-1 $ T 6'-I t" � 4 ALL DOORS INTO ROOMS WITH SUPPLY AIR TO BE UNDERCUT AT 5/8" � �} BATH I H_� a IOq o TO ALLOW RETURN AIR-FLOW BACK TO FAN COIL �,� � J X �04 0 •- � m w KITGHEN -��_�� `t z 2 = EF T •-- "' PLAN NOTES: Q 102 EN7RY N 1 BATH 3 ; _ -- -��_�� x 101 O � �� 2� O 4"f1J VENT DN TO DRYER � � 50-S - BF 12x6 O ac�� A 6x6 e UNLINED UP 2 DISCONNECT&RECONNECT TO EXISTING DUCTWORK n dJTILITY 8�5x15 12x6 LINED O V � 1'-4" I10 UNLINED DN A o 150-S o, �3 CAP&ABANDON(E)6"f�FIREPLACE FLUE 10x6 •"� O 12X10 RETURN TRANSITION TO 23x11, 12x8 SUPPLY TO 12x10 AEC PROJECT# 27816 / \ MOUNT ON NEOPRENE PAD HIGH ENOUGH TO DRAIN SUPPLY DUCT ADEQUATELY PROVIDE ACCESS&ROUTE DRAIN TO BEDROOM I �', NEAREST W REFERENCE FAN COIL UNIT&HUMIDIFIER DETAIL DATE: ISSUE 1O3 V I`�I T �� O SEE FIN TUBE RADIATION PIPING DETAIL 07-07-12 PERMIT DRAWINGS BEDROOM 3 O CONNECT 3/4"HWS&HWR TO EXISTING RISER VERIFY LOCATION OS-O9-O7 PERMIT DRAWINGS 201 8'-O" IN FIELD O7 1"HWS&HWR TO BE CONNECTED TO EXISTING HWS&HWR e O8 5X15 UNLINED DN&12X6 UNLINED UP ABOVE CEILING&BELOW FLOOR i'�� BB _ 5 �BB 5 BO 5 s ,,,0 O �"CW&�"W UP TO HUMIDIFIER SEE HUMIDIFIER DETAIL ON M1 0 Drawn By Checked By ' BFW RPC TRUE N❑RTH MECHANICAL w �� PLANS & � S CHEDULES P � AN N ❑RTH SCALE 1/�" = 1'-0" � �� I I `� � �\�� I � I � � � �� I `� � �� J �� \�� o �� I `� SGP�LE: I/4" = I'-O" SGALE: I/4" = I'-O" � , 2 of 2 m COPYRICHT 2006 ARCHITECTURA�ENpNEERINC CONSULTANTS,INC, � - o , � N � � � ,� O � N � � R[ L � V � � � � v U a��o ' 1— � � � � � � � � � � � cn •— � �t _ PLI.JM � II� � FZEQUIREMENTS � o .�° Qo cn m �7 • 1 SCOPE OF WORK 15 PIPING � �'� j X O � � � � �.0 � PIPE-TURN DOWN A FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT&FACILITIES A WASTE,VENT AND STORM DRAIN PIPING SHA�L BE STANDARD WEIGHT CAST IRON •L- � O � E X I S T/ E EXISTING NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK HUBLESS TYPE UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC � �� t ) NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN � J �1 N j � PIPE-TURN UP (N) NEW B WATER PIPING SHALL BE TYPE"L"COPPER HARD DRAWN WITH WROUGHT COPPER � � � � � � ; � B THE CONTRACTOR SHALL FURNISH& INSTALL ALL WORK NECESSARY TO MAKE A FITTINGS JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER •� � � �p � (� (R) REMOVE COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE WATER PIPING CAN ALSO BE WIRSBO AQUAPEX APR, REHAU RAUPEX OR EQUIVILANT � .L � ],� � SOV SHUT-OFF VALVE SPECIFICATIONS OR SHOWN ON THE PLANS,BUT WHICH ARE OBVIOUSLY NECESSARY C NOT USED � � U = O � _ C O N N C O N N E C T O R C O N N E C T I O N TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING D NOT USED � w g � � � DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATION � �~ --I�- BV BALANCING VALVE FF FINISH FLOOR 16 EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM OR AT LEAST +'� U � O C THREE FEET ABOVE ANY WINDOW, DOOR, OPENING,AIR INTAKE OR VENT SHAFT W 2 WORKMANSHIP THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH &WORKMANLIKE U .� W � � �W INDUSTRIAL WATER MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE ARCHITECT � � J � � PRV PRESSURE RELIEF VALVE 17 CLEAN-OUTS SHALL BE INSTALLED AS PER SEC 708 OF THE INTL PLUMBING CODE � � � � RCP RECIRCULATING PUMP 3 MATERIALS ALL MATERI�LS,APPLIANCES&EQUIPMENT,SHALL BE NEW&THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE, BRAND AND 18 PROTECT ROOF RECEPTOR ON ROOF FROM RAIN WATER BY ELEVATING THE RIM 4 INCHES L � � � HW HW DOMESTIC HOT WATER g�/ BALANCING VALVE ABOVE ROOF SURFACE Q O QUALITY SPECIFIED - -HWR- - HWR DOMESTIC HOT WATER RETURN o INDICATES TOTAL FIXTURE LOAD 4 SITE INSPECTION CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO 19 PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF m XXX AND FLOORS � SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING SCln! CONDITIONS&EXACT NATURE OF THE WORK SUBMISSION OF A BID ACKNOWLEDGES SCW SOFTENED COLD WATER O INDICATES KITCHEN EQUIPMENT NUMBER 20 PENETRATIONS PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FULL RESPONSIBILITY FOR FURNISHING A COMPLETE&FUNCTIONAL SYSTEM NO FIRE-STOPPED FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELY 'rT� CHANGES IN CONTRACT WILL 8E MADE TO ACCOMMODATE OR ALLaW EXTRA FUNDING FOR `�' R�� W W WASTE ANY OMISSIONS WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST ��,�" V,`�'�yr,� TEMPERATURE FOR SPECIFIC WALL OR PARTITION , �O 1�� ` V V VENT ABOVE GRADE EXAMINATION �' C� � ^,�_ �i f a 21 PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL ,, Z � � 5 CODES AND PERMITS ALL PLUMBING EQUIPMENT, INSTALLATION, ETC, SHALL CONFORM PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH Y c � , G G GAS TO 2003 IPC CODES AND ORDINANCES OF THE TOWN OF VAIL ANY PORTION OF THE STRUCTURE APPLIES TO ALL WATER AND WASTE PIPING �'' �� b-� <v�� THE PLUMBWG CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, .��'` ��`F. � ;�`�4'��"~ TAP FEES&INSPECTIONS 22 LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE CONTRACTOR SHALL �SJ��Qt'dAtE��}"" -CW CW DOMESTIC COLD WATER VERIFY EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES PRIOR TO STARTING n 6 AS-BUILTS CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT TRANSPAREN- WORK OF THIS SECTION MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING CIES WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT UTILITIES IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND,THE CONTRACTOR SHALL, BEFORE CONTINUING NOTIFY THE 7 GUARANTEE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR&MATERIAL ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP&MATERIALS FOR A PERIOD OF ONE - � YEAR 23 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR � INSTALLING THE WORK � � 8 SUBMITTALS CATALOG INFORMATION&CUTS OF ALL EQUIPMENT&DEVICES SHALL BE � SUBMITTED FOR REVIEW(SIX COPIES OF EACH) 24 VALVES SHALL BE NIBCO,JENKINS,WALWORTH, STOCKHAM OR EQUAL SERVICE � � PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED 9 COORDINATION THE DRAWINGS ARE DIAGRAMMATIC&INTENDED TO SHOW SCOPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST 25 PROVIDE HANGERS AND SUPPORTS AS SCHEDULED MEETING THE 2003 IPC PLUMBERS � ARRANGEMENT OF ALL DUCT, PIPES, CONDUIT, ETC TAPE AND WIRE ARE NOT ACCEPTABLE � 26 CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING Z 10 CUTTING AND PATCHING ALL CUTTING&PATCHING OF THE EXISTING STRUCTURE Q SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK PROVIDE ALL NECESSARY ROUTINE MAINTENANCE AND SHALL PROVIDE THREE COPIES OF MAINTENANCE AND � REQUIREMENTS TO THE PROJECT SUPERINTENDENT XRAY FLOOR SLABS PRIOR TO CORING OPERATING MANUALS TO THE OWNER � , � O , ^ 11 CLEANUP UPON COMPLETION OF THE WORK UNDER THIS SECTION THE CONTRACTOR 27 CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY Q �1 J � BEDROOM 2 SHAL�_REMOVE ALL SURPLUS MATERIALS, EQUIPMENT&DEBRIS INCIDENTAL TO THIS CONNECTIONS - O Q � � ° �� WORK&LEAVE THE PREMISES CLEAN AND ORDERLY O � 28 ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE � � 12 ALL HOT WATER SUPPLY AND RECIRCULATION PIPING (EXCEPT RUNOUTS 12 FT OR TO A GREAT EXTENT AS POSSIBLE ALL LINES NOT CONCEALED TO BE SECURED 6"OFF � � . 8'-I" SHORTER TO INDIVIDUAL FIXTURES)TO BE INSULATED AS FOLLOWS FLOOR AND 3/4 FROM WALL AND CEILINGS USING OFFSET BRACKETS � � 7O S'-I" INSULATION THICKNESS, IN � U LIVING 29 AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY J � RO SM DIf�IING 8,-� PIPE SIZE, IN (K=0 27 BTUH-IN/SQ FT F OR LESS) POTENTIAL HAZARD BETWEEN TFIE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION � � � . O I 106 1/2",3/4"&�� 1" � O � 1 1/4"THROUGH 6" 1 1!2" � � � � I13 NO CW OR HW PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY INSULATED > �, � • o I , „ 14 NOT USED � , � . , _� J � v � �p �1LU-1 '"�J U � ' ll�!I T ��-.� . I BATH2 SHEET DETAIL NOTES _ I I OS 1� RECONNECT 3"W, 2"V& 1/2"CW TO W C � ISTORAGE I H � �� FC 1 � O RECONNECT 1-1/2' V&W, 1/2 HW&CW TO LAVATORY � � � IOq > �WC-1 e � '�WG��LV-1 � v O RECONNECT 1/2" HW&CW, 1-1/2"W&V TO KS-1 BATH I �i PRV � O EXT/END UND R COUNTER TOOFROM KS SHER �ST-1 i 104 �KS-1 �6 ST-1 , AEC PROJECT#. 27816 b O STORAGE 2 O RECONNECT 3l4" HW&CW, 2"W& 1-1/2"V TO CLOTHES v iGITGHEN -7�_�" 7 102 Ei�TRY 2O3 WASHER BOX DATE: ISSUE: � 101 „ „ � 5 CWB-1 OO 1/2" HW&CW, 3 W&2 V TO COMBINATION SHOWER/TUB 07-07-12 PERMIT DRAWINGS 2 LV-1 08-09-07 PERMIT DRAWINGS � -4 8 llTILITY BATH 3 LIVIN6 7U PROVfDE 1/2" CW, 1/2" CONNECTOR, 3/4"W, &PRV TO HUMIDIFIER I10 2�2 AREA ROUTE W TO NEAREST LINE BELOW �>WC-1 204 \✓ �LV-1 8O EXTEND 1-1/2"V&W, 1/2" HW&CW TO LAVATORY -�/ BEDROOM I "�J��_� �� Drawn By Checked By - BFW RPC � PLUMBING ,i PLANS & 1° N�RTH SPECIFICATIONS � �� \�� J � � o � � � I `� SCALE 1/4" = 1'-0�� I I � � �\�� J � � I I � � � � � I � �J SG�LE: I/4" = I'-O" P L A N N 0 R T H SGALE: I/4" = I'-O" � o 1 of 1 Im COPYRICHT 2005 ARCHITECTURAL ENpNEERINC CONSULTAIrTS, INC 1 8 GHf�NNEL D�4TE: 06/OS/Ol , GOPE FLANGE OR WIDE FLANGE �ILE: Walsh-51 ORAU�1: TMB i'�v(SED: 8" GHANNEL R�VfSED: RIFY EXISTING 5TEEL RNGLE LIN 1 3/4" I I/4" PAIR 4X4XI,'4 ANGLES OR • ; Sx3 I/�xl/4 ARGLES REQUIRED. ' ( 5EE D�TAIL B/51 ) . . SEGT)O�l I7 " ' • � ; . � ' ~ � c8xns �o� wrn-F s�8�� nia,. � . ANGHOR BOLTS � 16 O.G. I 5 �� • 5 . 3x3xl�"�[ r� TYP' �� RE�jsl ONE 51DE $" GHANI�IEL A dJ� 5 �y:•�Hv1CHq�..�9�, D 8" GHANNEL OR WIDE FLANGE 5 . �,�"`� �m'o 0 51 G 8 x S REMOYE THI5 PORTION �� 14965 �� • . � 5 OF EXISTING Gqxl3.4 � o�'� `" TYP. O .��N�C�-� ' EXiSTING Gqxl3. 5 5 GBxIIS � EXISTING FLOOR FRAMING � �d TO BE DELETED IN THIS AREA �v q , �L��T I O1�1 A P' , -� 5 V � / � � r , . . . . ,� - �EXISTING � � � W �8 x� 31 � — � � � � ��j'��D�+\ \�j'��+D�+\\ � �' � CA L �� I � � �+ �- � � �- � o � x� � � � `� � � � � > � r _ �1-�-' � � �`' J�ll � �� —° � � � � U � I -J�° � EPDXY �� -= \ ANGHOR EAGH END � O !.� _ �– � �CISTING GONGRETE WALL � � �` � � . ; � L � II/�11 /L Si��G I � I G�T( Ofi�S „ 2 "�" �� EXISTING WINDOW OPENING I I/2" I I/2" SEGTI ON ._ '� All concrete to attafn a compre�Ne strength of 3000 psl In 28 dayg. PAIR 4x4xr4 ANGLES • All welded wlre fc�rta to have a minimum yteld strength of 56 kgt. -� ` All floor form ds�king to be 5/8" 26 gauge narrow rlb galvanizsd form deak. t n y Puddle Weld to stoel channel)orsts per manufact,�x�er"s recommendat�ons. v All steel channels shall c.onform to ASTM A36 Speclfl�ations. ELE�/ATION � 11 � � All steel plates and angles shall conform to ASTM A36 Spe�lfl�attore. � � � J-1— �� I � � NO SGALE I� � � � � � � � � V � G�N��'�L N�OT�S II � U� Thts structure has kaeen designsd to mest the requireme►�ts of ths 2003 6 x 6 x 3/8 ANGLE x 6" I� � II l n II I II � Iriternational Rssidentlal Gods wlth amendments as adopted by the Town of Vall. � All oml�io►�s or confllcts betwesn vartoug elemer�k� of the wo�ing c�awings \\ 11 and/or gpsclfications shall be brought to ths attentlon of ths Struct�x�al Engineer `�� before proceeding with cmy work so Irivolved. The General Gontractor shall verlfy � � all dfinenslong and condltiong at the�ob site and shall be responsibis for the - me�s, methods,techniq,ues, ssq,usnces and procedurss assxiated w(th this II I II � pro�eat. Furthermore, he shall be resp�ibls for coordtnatfon of all work cmd G 8 x IIS u-� �� materials including those furnighed by sub�ontractors. Ths 5tru�tural fiigineer shall be contacted dur�ng the constructron phase to maks the Job site ir�spe�ttons � � necessary to confirm that the actual fleld condttions are �onsistenet with the iH� dBSigr1 Gt9surnptlons cmd that the �.on5tr'u�tlon Is �x'xeeding c�ccording to the � � pIQl19 QI1CJ 8p6GIfIGQtl01'18. � Live Loads Used In Dssign� EXISTING PREGAST >` � �� f HOLLOW GORE PANEL �loors 40 psf � � Decks 100 p5f � � � Earthquake 5elsml� Zone G � O Wind 90 mph, 3 5e�ond Gugt O �� I � � � � NO SGALE Q � � O V u � � � � �, � ` ' '� �� c� � � � � �� „ _ , „ � � I/4 - I -O �to-r�: � �" �—� I ND I GATES D I REGTI ON OF G8x I I.5 JO I�TS o 24" O.G. PROVIDE 2" LIGHTY�IGHT GONGRETE WITH 6x6-WIOxWiO WWF OVER 5/8" 26 GAGE GALVANIZED FORM DEGK. � �er rur�� t � I 1 8 GHf�NNEL D�4TE: 06/OS/Ol , GOPE FLANGE OR WIDE FLANGE �ILE: Walsh-51 ORAU�1: TMB i'�v(SED: 8" GHANNEL R�VfSED: RIFY EXISTING 5TEEL RNGLE LIN 1 3/4" I I/4" PAIR 4X4XI,'4 ANGLES OR • ; Sx3 I/�xl/4 ARGLES REQUIRED. ' ( 5EE D�TAIL B/51 ) . . SEGT)O�l I7 " ' • � ; . � ' ~ � c8xns �o� wrn-F s�8�� nia,. � . ANGHOR BOLTS � 16 O.G. I 5 �� • 5 . 3x3xl�"�[ r� TYP' �� RE�jsl ONE 51DE $" GHANI�IEL A dJ� 5 �y:•�Hv1CHq�..�9�, D 8" GHANNEL OR WIDE FLANGE 5 . �,�"`� �m'o 0 51 G 8 x S REMOYE THI5 PORTION �� 14965 �� • . � 5 OF EXISTING Gqxl3.4 � o�'� `" TYP. O .��N�C�-� ' EXiSTING Gqxl3. 5 5 GBxIIS � EXISTING FLOOR FRAMING � �d TO BE DELETED IN THIS AREA �v q , �L��T I O1�1 A P' , -� 5 V � / � � r , . . . . ,� - �EXISTING � � � W �8 x� 31 � — � � � � ��j'��D�+\ \�j'��+D�+\\ � �' � CA L �� I � � �+ �- � � �- � o � x� � � � `� � � � � > � r _ �1-�-' � � �`' J�ll � �� —° � � � � U � I -J�° � EPDXY �� -= \ ANGHOR EAGH END � O !.� _ �– � �CISTING GONGRETE WALL � � �` � � . ; � L � II/�11 /L Si��G I � I G�T( Ofi�S „ 2 "�" �� EXISTING WINDOW OPENING I I/2" I I/2" SEGTI ON ._ '� All concrete to attafn a compre�Ne strength of 3000 psl In 28 dayg. PAIR 4x4xr4 ANGLES • All welded wlre fc�rta to have a minimum yteld strength of 56 kgt. -� ` All floor form ds�king to be 5/8" 26 gauge narrow rlb galvanizsd form deak. t n y Puddle Weld to stoel channel)orsts per manufact,�x�er"s recommendat�ons. v All steel channels shall c.onform to ASTM A36 Speclfl�ations. ELE�/ATION � 11 � � All steel plates and angles shall conform to ASTM A36 Spe�lfl�attore. � � � J-1— �� I � � NO SGALE I� � � � � � � � � V � G�N��'�L N�OT�S II � U� Thts structure has kaeen designsd to mest the requireme►�ts of ths 2003 6 x 6 x 3/8 ANGLE x 6" I� � II l n II I II � Iriternational Rssidentlal Gods wlth amendments as adopted by the Town of Vall. � All oml�io►�s or confllcts betwesn vartoug elemer�k� of the wo�ing c�awings \\ 11 and/or gpsclfications shall be brought to ths attentlon of ths Struct�x�al Engineer `�� before proceeding with cmy work so Irivolved. The General Gontractor shall verlfy � � all dfinenslong and condltiong at the�ob site and shall be responsibis for the - me�s, methods,techniq,ues, ssq,usnces and procedurss assxiated w(th this II I II � pro�eat. Furthermore, he shall be resp�ibls for coordtnatfon of all work cmd G 8 x IIS u-� �� materials including those furnighed by sub�ontractors. Ths 5tru�tural fiigineer shall be contacted dur�ng the constructron phase to maks the Job site ir�spe�ttons � � necessary to confirm that the actual fleld condttions are �onsistenet with the iH� dBSigr1 Gt9surnptlons cmd that the �.on5tr'u�tlon Is �x'xeeding c�ccording to the � � pIQl19 QI1CJ 8p6GIfIGQtl01'18. � Live Loads Used In Dssign� EXISTING PREGAST >` � �� f HOLLOW GORE PANEL �loors 40 psf � � Decks 100 p5f � � � Earthquake 5elsml� Zone G � O Wind 90 mph, 3 5e�ond Gugt O �� I � � � � NO SGALE Q � � O V u � � � � �, � ` ' '� �� c� � � � � �� „ _ , „ � � I/4 - I -O �to-r�: � �" �—� I ND I GATES D I REGTI ON OF G8x I I.5 JO I�TS o 24" O.G. PROVIDE 2" LIGHTY�IGHT GONGRETE WITH 6x6-WIOxWiO WWF OVER 5/8" 26 GAGE GALVANIZED FORM DEGK. � �er rur�� t � I 1 8 GHf�NNEL D�4TE: 06/OS/Ol , GOPE FLANGE OR WIDE FLANGE �ILE: Walsh-51 ORAU�1: TMB i'�v(SED: 8" GHANNEL R�VfSED: RIFY EXISTING 5TEEL RNGLE LIN 1 3/4" I I/4" PAIR 4X4XI,'4 ANGLES OR • ; Sx3 I/�xl/4 ARGLES REQUIRED. ' ( 5EE D�TAIL B/51 ) . . SEGT)O�l I7 " ' • � ; . � ' ~ � c8xns �o� wrn-F s�8�� nia,. � . ANGHOR BOLTS � 16 O.G. I 5 �� • 5 . 3x3xl�"�[ r� TYP' �� RE�jsl ONE 51DE $" GHANI�IEL A dJ� 5 �y:•�Hv1CHq�..�9�, D 8" GHANNEL OR WIDE FLANGE 5 . �,�"`� �m'o 0 51 G 8 x S REMOYE THI5 PORTION �� 14965 �� • . � 5 OF EXISTING Gqxl3.4 � o�'� `" TYP. O .��N�C�-� ' EXiSTING Gqxl3. 5 5 GBxIIS � EXISTING FLOOR FRAMING � �d TO BE DELETED IN THIS AREA �v q , �L��T I O1�1 A P' , -� 5 V � / � � r , . . . . ,� - �EXISTING � � � W �8 x� 31 � — � � � � ��j'��D�+\ \�j'��+D�+\\ � �' � CA L �� I � � �+ �- � � �- � o � x� � � � `� � � � � > � r _ �1-�-' � � �`' J�ll � �� —° � � � � U � I -J�° � EPDXY �� -= \ ANGHOR EAGH END � O !.� _ �– � �CISTING GONGRETE WALL � � �` � � . ; � L � II/�11 /L Si��G I � I G�T( Ofi�S „ 2 "�" �� EXISTING WINDOW OPENING I I/2" I I/2" SEGTI ON ._ '� All concrete to attafn a compre�Ne strength of 3000 psl In 28 dayg. PAIR 4x4xr4 ANGLES • All welded wlre fc�rta to have a minimum yteld strength of 56 kgt. -� ` All floor form ds�king to be 5/8" 26 gauge narrow rlb galvanizsd form deak. t n y Puddle Weld to stoel channel)orsts per manufact,�x�er"s recommendat�ons. v All steel channels shall c.onform to ASTM A36 Speclfl�ations. ELE�/ATION � 11 � � All steel plates and angles shall conform to ASTM A36 Spe�lfl�attore. � � � J-1— �� I � � NO SGALE I� � � � � � � � � V � G�N��'�L N�OT�S II � U� Thts structure has kaeen designsd to mest the requireme►�ts of ths 2003 6 x 6 x 3/8 ANGLE x 6" I� � II l n II I II � Iriternational Rssidentlal Gods wlth amendments as adopted by the Town of Vall. � All oml�io►�s or confllcts betwesn vartoug elemer�k� of the wo�ing c�awings \\ 11 and/or gpsclfications shall be brought to ths attentlon of ths Struct�x�al Engineer `�� before proceeding with cmy work so Irivolved. The General Gontractor shall verlfy � � all dfinenslong and condltiong at the�ob site and shall be responsibis for the - me�s, methods,techniq,ues, ssq,usnces and procedurss assxiated w(th this II I II � pro�eat. Furthermore, he shall be resp�ibls for coordtnatfon of all work cmd G 8 x IIS u-� �� materials including those furnighed by sub�ontractors. Ths 5tru�tural fiigineer shall be contacted dur�ng the constructron phase to maks the Job site ir�spe�ttons � � necessary to confirm that the actual fleld condttions are �onsistenet with the iH� dBSigr1 Gt9surnptlons cmd that the �.on5tr'u�tlon Is �x'xeeding c�ccording to the � � pIQl19 QI1CJ 8p6GIfIGQtl01'18. � Live Loads Used In Dssign� EXISTING PREGAST >` � �� f HOLLOW GORE PANEL �loors 40 psf � � Decks 100 p5f � � � Earthquake 5elsml� Zone G � O Wind 90 mph, 3 5e�ond Gugt O �� I � � � � NO SGALE Q � � O V u � � � � �, � ` ' '� �� c� � � � � �� „ _ , „ � � I/4 - I -O �to-r�: � �" �—� I ND I GATES D I REGTI ON OF G8x I I.5 JO I�TS o 24" O.G. PROVIDE 2" LIGHTY�IGHT GONGRETE WITH 6x6-WIOxWiO WWF OVER 5/8" 26 GAGE GALVANIZED FORM DEGK. � �er rur�� t � I