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HomeMy WebLinkAboutVail Potato Patch Filing 1 Block 2 Lot 6 � Extent of neanr deck enclosure Fixed picture Vvindows � xtent of new deck enclosur New sloping metal roof with awnings below •color to match existing r ' Horizontal wood siding and trim skylight frames, typical `` _ Revised skylight with details to match existing, typical ' � � awning windows below � Fixed trapezoidal windows �----- - Skylights , , Egress window New sloping metal roof section-: � j with new skylights; color to -,--�-�.---�--� - match existing skylight frames , i ____�,�.� � Fixed picture unit , � Egress window ; � _ ' 4� ,� _ I _�.��.---------}--- Fixed tr�apezoidal window _ � I i ' ��.___. i - Fixed picture unit - ' ---------- � � � ' , `� i ���""� • -- i �/ -— - - � � � - i � , i - Remove existing chimney r� I � ` � ` � I � - � . : � = ' "� - — � ' � . � • . �.° � ' , ' ' � � � -fi----- ew stucco-finished chimney to � . , , , � � � . : . • • , . nclose relocated fireplace flue. : • � � ; j . . - ' - ' , � � '�atch existing building stucco. r ,- . � � � � - . _ . • - • j ` � • • : ! ' � � � ' ` ' • . • � • • . ' • . ' � • N�TE: If stucco chimney option used, , . � � � � � � � ' � � � • . . ' - � verify existing roof scupper locations � , �:� . �Existing stucco.finish. � � • - � � � . . . . . • . . � ' ' and re'vise as required for proper roof . �. : , � I . • , . . . .. . • . . - --- — �' „ • . . overflow drainage. 3 . . . ; ......_. _....._.____._ o ' — -- ' ` _ . � • : . . - : , � . . _ • • ,.._..�. . •, : . i E . -' • __ � •X . • tQ .. � _.,.�... , • • � �. � ' ' ' . ' , OO � . . - / \ / i� , , / / � lf) M - ,I . . •' • � ---�-� � '� N __.-°-.v....,._.w..... �� . . . . • ' • • . __._._...._.__,...,, : '. • ,._.--�—_._,-- na-n°°�-_ �.... __.4..,.�..,..�,,._..,.�,�_..., � X ._...._m�.,.....-_...,.....,.. , ' , . .. . • . . � � - . . �_ � . �� � � . � � - . . • +�.+ : : .�r---^— .. � • . . . . , ; �, ' � ' . . • • , .. . . : . . - `• z • , . � , • ' • ' ' � . � . � � ' . • . , � , � � - . , . � . . • � . , • ' • , • . New fixed picture unit • •• . ' - . ; . ' ' � . with awnings below • - . . � � • � , : . � • • . . - Existing stucco finish '� . Replace existing sheet metal � . . . , . . . . . • � panel with new skylight , ' � . - .' . � I • ; . • . � � � . - ' '� New fixed pictu�e unit � ' � �� ' � � � with awnings below i � � ' � - - � , f - , .. I � � �� _ � �- �� � ' �11�lEST ELEVATICJN ��4�� _ � �-o�� SOUTH Et�EV�TION -r4 � o � � , _ - � � �vv� �� a�����.� • New smaller window New smaller window � ��'���� F�='� �\��. Exist. exterior wall Stone veneer to clear bath vanity _ to clear bath vanity ' STAF� ��,^-i�'aVA�. \ � Horizontal wood siding"and trim ���,��6 , � . � ��, ! � _ µµ rn,q ,� F� ��� ; _ _ , ,�.l..�._v. .. ,�_ „ _. .� _ , details to match existing, typical ����'-- ..� '� _ � � � � � � � �._ . - � . �;�i1�� , B - , ' ° - - �.. ._.. T�t. �, � .--.---.-.-_.......__.,,..�...-�...�.�----.•.�,�...�...�.� - '� u i lt ins ; � ; -- --- _ ^ �_._..r..-o-.�,......� �.�... ��m � ...�.�..�. , per Owner ' ' " �� o ' � o >, i ._.....�..�..,�. � ,�T----�- - - ;. �...._.. __..�.... �.�.__a. � : , t � M � - --- � �� �...,_.. __ r_ „�,�,_ � _ ; � � � � _ , � ; � ' ��"� New stucco-finished chimney to � New (gas) fireplace = - � r 7'xT Closet � ? � -��'� � - enclose relocated fireplace flue. ± � ; � i` ; � --- -- Match existing building stucco. _ Guest closet � ' � ' � Foyer Expansion � , ' ' � ' � 22.5 SF of G.R.F.A. a � � � �-~-�- �-�- � - - , - - ; �',���� `� ��--=..�� � �� -� � Remove existing chimney� Garage � � � � ; .�.--�. ' --- ---�-�- ; ;.�...,.�...._._....._..ro._.�. . . _ � �. � -- � � �� _ , � . . � .� t�fi - -�- Fover �_ -- . - � � . `� Tlt. � � � � �� 7 " t � � ....a.....—.�,...�.,,..�...__..........-r_--.--.—_.�...,..,.... ' ' � � � �I'� Remove existing fireplace � • � 0 9 _ _ ___ • ( .�„�, � � UP � o ~ ' � � , . . . . , _ . , • � `r..,.`"�„�. � i � �, � .e...�._.. ...�...�..�...�....�..�..�..�...�.��..�..��.�...M...�., . . . . . _ . . . r � �, � � I�Ilaste,r Bedroom ; . �,.� • • • � • . . . � , � . - " � � � , � � o � � , � �.�� � D � � � . � � ` ' ` ; • • " • ( � � Living Room � E Q ; ' ; - � - � � � ' • • - ' ' . ' . ' . � ' � ..�.�.1. I _-._� _ _ � , _ - � . _ k , � 1 � � � 5.5'x6' Steam Shwr. _ � ' w�� � �' i � �C�� '' . � � � : � � � j � ° m � o� 0 � ;� �'� ���.. ' New windows (3) ' � � � ��� ��� '� � - �F ° - ���..----�- � � � 4 � � - . � � ...� � . � . � .--- Down Up a ! j o , � ' �'� � - - � • - � - � Down I � � o a - - � � .� • - � . , � � � � � � � � � s � - � i p ' ' -� E 'j � . - - ' .���- .-.,,.___...__._.-_� .._. L _ ..., .,... ' +�,j `+�. ___� _ .. —'..._ __ �__''_ ___'__—'_. ...._.-.v ' f ,` ` +.} �� � � � '� � � ' `�,____.__ � , Exist. exterior wall � I . ! ; -- _ �, � ; - � , I • ' . f _ _ , � ; i - a - F � � a � � � i � Stone veneer to Exterior Deck Dining Room �� , � � Bedrdom Expansion 5'x5' � match existing , } � ; , � � ; ; 187.4 SF of G.R.F.A. Spa Tub � O RT H E L EVAT I 0 N ��4�� _ � �-��� Option: Delete new stucco chimney I � � � � 4 � I ' ' � � I � and substitute direct-vent fireplace � [ ' i a ' ' thru-wall flue. Paint flue housing to � ' � , ,� � _ _ _ _ � _ _ , match existing building stucco color. , � - ; , { __.._ W _ � _... � � - -- - -- _._ __�_ ____. �_3 , . _ Revised 6-19-06 f � ' � � - -- '°.�.1�{�Y����.�' � '� NOTE: All exterior finish materials, . r,_�.,�, � �- � , � �_ _�� _- ,�_ � - - , _,.�..s.:.�_ - �=rv-h; Peel/LanaenwalterArchj.��#,�, L•L•C• �,.� , Plans/Ext. Elevations • � ` . , �detailing, paints and stains, flashing ,�' � , � , , David Mark Peel,A.I.A. Kathy Langenwalter,A.I.A � i and trim to match existing, typical. 1fi��� Maloff Residence Remodel P.o. BoX �ZO2 va�i, Colorado 81658 date s-7-os �, , ; , �: :,U�iit #5, 770 Potato Patch Tele 970-476-4506 Fax 970-476-4572 - project � �� _ � �� � �� _ � �� �;, ' �c'�I�, Colorado N L.EVEL PLAN r4 - � -o � U PPER L�VEL PLAN r4 - � -o ���FG . �A� = t�V , drawn t- �, � s�,. ? � sheet 1 of 1 • .cr� ���f.r������� ��� S�` rV�31 31 }i � ` _ _ _ ` _ _ �-a__ . - _ ' _ �"-�___ ` ' �._ _ - ...o� �.....- -__ _ �.. ____ _ _ - i JOU-6-2006 11:11 FROM:LOREN HILL 303-973-9806 T0:1970845997919 P.1 (,031 973-08�6 K CdNSULTAt�1T9. INC, aax 97s•gea� 863 B yJ�gT pn,,,�yq pVENU6 #1'�'O-Z {��YTt£7DN. COLOpADO BO1'a8 FAX �RANSMlTTAL oarF: ��i6i2oos �ax ro: 1. NaME: Rollie or George 3. NAME: COMPANY: NEDBO COMPANY: FAX: (970) 845-9979 F'�` 2. 11fAME: 4, NAME: COMPANY: COMPANY: FAX: F�: JQB NUM6ER: 0606-24 PROJFCr: Maloff Remodel-770 Potato Patch � WE TRANSM�T NEREWITF!rHE FOLLOWJNG JTEMS(!N ADDITIOIV TO TNIS TRANSMITTAL): � �c0� #PAGES: DESCRIPTION: >� .F- �� 4 d�agonal brace rev�sion 8�record 11/06/06 C� ,b2�� aL� �D� �, � REMARKS: Please calf if you have 2�n e tions or comments Thank II� ����oD l0 t epartment SIGNFD: �j���+�� • Building Safety a ns ' n Services GNCLw d Loren R Mill intemational Building Cedellntemation�l F3e��c�P�'scl C�r3e�i4E,vi�y of permi� The issuance or granting of a per�r,:. �'I not be cc�c.rued to be a permit for,or an approval of,any v�cl��,��af any of i" �r�v.s�ons of this code or of any other ordinance of thc junsd�c..� � Fe,mits presuming to give authority to violate or canc�!the prov���c� c:ti,�c�de or other ordinances of the junsdiction shall not be vahd + = c��uarcE of a permit based on construction documents and other d::��';�;I not prevent the building official from requiring the correc..c��`crrors in the construction documents and other data.Tho building o���c;�l��also authonzed to prevent occupancy or use of a structure 4��hc�e in viotation of this code or of any other ordinances of this�urisdiction PLANS EXAMlNER: DATE: NOV-6-2006 11:12 FROM:LOREN HILL 303-973-9806 T0:1970845997919 P.2 , � , K�� GDNSULTANTB. INC. t3o3) 973-9�06 6838 W�$T OTTAWA AV6NUE#21 Q FAX �75'984'7 LITTLE70N� COLORAOG �O1 20 RECORf� 7'O: NEDBO Construction Attn Rollie&George DATE; 11J6/200(i JOB NUMBER: 0606-24 PROJECT.� nnaioPf Remoqel-77Q Potato Patch Q RFI ❑ MEFTlNG NOTFS ❑ RESPONSE � CLARlF1CATl4N/CHANG� The following changes have been made to the structural drawmgs per phone conversat�ons w�th the contractar and a site visit: 1, Due to the inter�erence w�th the neighbo�s view, tne new roof will be cut back as shown in the attached partial plan and detail A new tube steel brace w�l}be added to support the ndge beam 2, A new(3)-1 3/4x11 7/8 LVL beam will be addad beneath the w�ndow bank at the ma�n level floor The beam will cantile�er to the corner ta support the headers from above {see attached pa�tial plan) _��c���10 �r�'��� ........ C'0�,.�RrS.N f��S,i'l�`'� � �•O SlGNED: ; �2�,�� � COPYTO: � . , .�� . - . . "•.;� .�"� NEDBO Loren R Hill, PE ?`' '•�•••.• �� -�'to q i �t�v�� file !l ��� REVIEWED: NOV-6-2006 11:12 FROM:LOREN HILL 303-973-9806 T0:1970845997919 P.3 KRM CONSULTANTS, INC. �fl$ MALOFF REMODEL JOB #0606--24 6638 W. Ottawa Ave. Suite 2� 0 SHEET NO � oF 2 Littfeton, CO 80128 CALCULATED BY LRH o�� _�1�06/Ofi (303) 973-9805 CHECK BY oA� Fax (303) 973-9847 S�A� � ,. _ �'—a ,� -- � � �I�_.___ _ w h-_ — �__ __�_. —_ V.. - - �� � � � �--- �� ---- --- � __.. . __ _ � � � � -- --- —� — - i i I- ---- � ,� __ --- --- ---- - 1 --- - -- "� - - - - - � �. — - - - — 3 --2x12 V.I.F. - - - - - -= r -=s=-}_ � - - - - - - �3 - - - - -� � ',�QA TYP � x12 L GER, NAILC�D �T ; � \ � ' , ; , ' ' (N) HIP R40E—�� + � ' � � ; ; � � ' ' � � , ' � � � � � �� _ � ; � (N) TS 4x4x1/4 ' � i , ' I � , DIAGONAL 6RAC£ � � I ; � � ; ; ' � ___ (3)-1 3/4x11 7/� LVL 1 \ � ' c� f S2 �ro &..�. • _ ' N 1�� N ti oR�n 4��� +� 0�,��,.....,.��s �`L �'.'�,OR�N� •.�� (N) EXT 4f31 R H �a�ARE; ``L1 SLOPING SK -: •� (3)-2x10's W/ (1}-2x6 PER ARCH �:�` ; TRIMMER AND {1)-2x6 � KING STUD EA, SIDE, TYP. •� UNLESS NOTED OTHERWISE .� . �'J, ., .�. � s .. �6 ���'fA� Eti � RQOF� FRAMING PLAN S�A PLAN NO�S FOR NEW FRAMiNG: 1 INTERIOR WOOD STUD BEARING WALLS ARE fNDICATED ON PLAN THUS: � 2 POSTS BELOW (ORIGINATING FROM THIS LEVEL �R ABOVE) ARE INDICATED; �{�� NON—CONT{NUOUS POSTS FROM ABOVE ARE INQICATED: � SINGLE STUD TRIMMERS THAT DU NOT REQUIRE SL4CKING BELOW ARE INDICA7ED: p 3 ALL COLUMtVS ARE LABELED AT THE TOP. 4. i�00F SHEATNING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40�20. 5. " � " INpICATES CONNECTION 7YPE — REF. S1 FOR SCHEDULE. fi. ROOF BEAMS, �XCEPT HEAD�RS, ARE FLUSN FRAMED UNLESS NOTED AS {dROPPED). 7, ALL ROOF RAF'TERS ARE� 2x12's C� 24��, TYPICAL, UNLESS NOTED OTHERW{SE. $. (E) REFERS TO EXISTING CONSTRUCTION (— --- -- }, (N} REFERS TO NEW ( ) � - z � = o W c � 00T� ' m � N � � � � � _.Q^�!1� ° x W ± p\.;....;•=:' �O � 0 � � G�.`Qy�tiNR�� ' , � �. . - (E) (3)-1 3/4x11 7/8-� ��� a � r�u �� • ' LVL RIOGE B£AM �tp � � C • � � �".y . (E) 2x12 RAFTERS �p W C7 � 3 `r�f'j'• ��. ••� 6EARING SADDLE: EEARING �?: J ` O D y �j ����� Et�u _ t�2,�x5, 1�4x2'-0 1���W� 1/4" ��„ 3„ j ��4" � � � �p -ZI m � \ siQE P s & (�)-3/4 \ � o cn � _ � 7HR11-BOLTS � � � � r+' z � � - � n �- • M � M �. N "� o � O ;•� iNFiLL (N) RQOF TOP f�: FRAMiNG AS REQ'D ~ 1/4"x4"xl'-0 1/2 \ WELDED TO SiDE (I�) TS 4x4x1/4--� ��� p � r ? ° w PLATE \ DIAGONAL BRACE � � � z � � .� � o D �,,� sIOE R: 1/2"x7 i/4" � � , 1/4x1'-0 1/2 W/ " � °�° (4)-3/4"�x6" L AGS 1 1/4" 5" ti'-3 1%4" 3'• 1 7/4'� { � °�' � � m #, T � �' O (E) (3)-2x10 HEADER-�` � � 11 � ,,,� r � -� Z'-0 1/2�� o 0 1 1/4 10" � m .� �� � ' " � �/4 -�i � � - � 1 -0 1/2 � m L � � � � S C A�E: 3 4" = 'k�-0,• � N t� � 1 DIAGONAL BRACE QETA�L o rn Q S2 � � rn � I � � � � NOV-6-2006 11:12 FROM:LOREN HILL 303-973-9806 T0.1970845997919 P.5 KRM CONSULTANTS, 1NC. ,�$ MALOFF REMODEL �oa o�o6--z4 6638 W. Ottawa Ave. Suite 210 SH£ET NO � oF � Little�,on, CO 801 28 cn�cu�n�o sY LRH DATE �1 /OS/o6 (303) 973-9806 CNECK BY OnTE Fax (303} 973-9847 SCALE � /4" _ �'�a � � � I I II�Q_ , ,�.- -- --- -�M _.r_ __ _�.. _L,J..._._ � I� __. _. �___ -- �I �I ��- ��� _.,_ �. ---- ---� I I� _...., -- -._-. ---- -��� — .�--- �-�-- -- -_�. — _ - -���! I� L.1� L _ �I I ���_ � � �.�- � --- - � .,�,__ --�__J ..__ -, __- --�- -- ---•- � �}_ �_` -- �,.,,�l I� i I� �a_ �\ ��I� `F , , � .�._ ---- --� 14- •- -- ------ -- �- - -- y i � 1j I� I I I� �j 84'-5 _ c� � 41 I �f..._ _._ ,_— �.,_ --- --1- ,� �f�T'0-PL'fWD'-- --- —�-I- I STAiR 1� ,I � I I�--- —_.� — _W.� ____ N_�- ��---- -- --- - ---_ _��_ _._.�-j-1 I� �� L�—=_____� _� —1 ��. -- -- •r-- -- --- —_ rJ � � � � �1 �I � � �� � � WEG�� �I !I I��_ _._. �}. a _ ,�.-- --- _.... __ -- � II I I �� 1 �t_'.,.- -- I � f � �I �I {I_..W .— ..._� � ,__ _ _ . - --�--� � � �I� �1�. _= �j.. --- -- - - ---- -- - ----- � - --�-� �- -- �--�-� �. �. � � �I `��� ---- -- N � -- ��"} — — -- � a--�-- - -- - -- - ��_.. -- - � �` ,�' - - x � , ; �� ---! E 4._ --- - --- -- ;�;-1-``<' - - --- - - � ��----- CAN7. f _L)�3 -1 3 4x11 �8 LVL " _ � - - �L _- �� ` r _-- - _ --__�;- 4 - 3 - � - , ; - .--� - � -- L "��- � � � � , �\�\ ti !, , � � ; ; . > � � ' ` i � � t � ' �r � { � I i � �� ' 2x$'s � 16" � � , � \��o, ? ; { � � 4 ; � J` � ' ; � f � �{ f I � ; i � , � ; ; i p�19 Ft�' I � ; ;�...� \ , i ti 1 c��'�\pRE.N k�C/�� � i i 1 � � � � y � i :� ' r" \ , � ? ; � ' �' � �x 1 tl',S ; — . � 2}— � , . ` - - - - - —, - - - - ;�__� • \: �'•......•���,`� \ . �r. ��+U� � I) � a� M AI N FLO � R FR AM I N G P LAN sc PLAN NOT�S FOR NEW FRAMING: 1 1NTERlOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: � - 2. POSTS BELOW {OR1C{NATING FROM TH1S LEVEL OR ASOVE) ARE INDfCATED: Sf�' NON—CONTINUOUS POSTS FROM A60VE ARE 1NDICAI'ED: I� Town of Vail Department of Commumty Development Charlie Davis Response to plan review comments permit number B06-0213 1. Site plan will be submitted 2. Egress wmdow shall meet requirements for 2003 IRC section R310 3. Smoke alarms in the umt shall meet 2003 IRC section R313.1.1 4. Existing stairway to master bedroom will not be altered. 5. Master bathroom will have Panasomc ventilation fans to meet building and mechanical code requirements per 2003 IRC section R303.3 6. All new stucco work will comply with 2003 IRC section 703 6 termmation requirements 7. All walls to have a minimum R value per Table N 1102.1 Climate zone 15 . Walls R-21, ceilings to be R-49, and floors R-21 Mechamcal comments 8. See 5 above 9 New fireplace will be a woodburning fireplace set wrth a gas log mstalled in the metal box. Fireplace installer will apply for permit once fireplace is selected 10. Steamer will be 220 volt electric, location and access panel have not been determmed Roland J K�esbo,president Nedbo Construction Inc. P.O.Box 3419 Vail, Co. 81658 970-845-1001 �� �'"�'�, '�M ��� �,��y� '� "� � � � �� �����Z� - � ����� � . D�ep�artment ofCommundy LleVehpment Bul/d/ng Safety and Inspecrion Servrces 7SSouth fronta�e Raad V�il, Colov�ado BiS57 971Y479-2138 FAX 97t7-47�2452 rvrvw.vadgov,com B�JILDiNG SAF AND IN�SPECTION SERVICE5 PLAN REYI�W CQMMENTS: TO: Con ractor/A ii n� Ar Nedbo Construction David M. Ree) Praj# 606-0213 FAX/EmaPl #: 970-845-9979/ro1lie�nedbo.com NUMBER OF PAGES: 2 - FROM: Chariie Davis, Building Official/Plans Examiner DATE: 08/28J200b BUILDING PERMIT#: 806-4213 � OWNERS NAME: Perry& Gail Maloff SITE ADDRCSS: 770 Potato Patch Dr. # 5 QCCUPANCY GRQUP: R3, U TYPE OF CONSTRUCTION: V B NUMBER OP STORIES: ? � eUILDING ARFA: ? The documents submitted for this project have been reviewed for compliance with the Z003 Internationa! Res+dential Code, 20Q3 Internatfona! Mechanical Code, 2003 International Fuel Gas Code, 2043 International Plum�ing Code and 2002 Natlana! Electrical Code as modified and adopted by the Yawn of Vail. Archi ural Comments: � , �—' � 1) Building PlsnningjSite Plan: Aa:ording to the building pei lt is part of a dup{ex building. Provide a site plan th�jt cfearly shows the prope ' � e new addition to determine Iocatlon_on property, any over-hangs of the pr � �' lacated at the same area. 2Q03 IRC section R302 � " ,� � z} Egress Window: A new egress window is proposed lackfn+ � �dow shall meet the required minimum dimenslons, locatlon of sill heIght and i � � D03 IRC, section R310. 3} Smoke Alarms: None are shown. Smoke ala�ms are required in alI bedrooms and areas that access bedrooms and o� every level. :t003 IRC section R313.1.1 for Aiterations, additlons, and repalrs. Z0 3Jdd ��l�t7MN�JNd� ��3d Zl.9b-9Lb-9L6 TZ�Et 900Z/T�/89 �� 1��.r Ir'== ltaa...W'� JY. � �1WY►� , 4) It is unclear how the existing �tair remova! affects the existing st�airs, handraiis and guards, Please clarify if stairs and all assoclated safery elements are being altered or not. If these elements are being changed, piease show conformance to 2003 IRC section R311 & R312. 5} The master bathroom is being reconfigured. A new"smaller"window is proposed, There is no information regarding this window and if It is operational, Please clarify how bathroom ventilation is being handled in accordance fio the 2003 IRC section R303.3 6) Exterior Wall Constructlon: N+ew stucco is proposed for the exter9or wall covering. IT appears the established finished grade comes in cont�ct with the stucco termination. Afl stucco must be terminated a minimum of 4"a�bove the ffnished grade and weep screed is required for the stucco termination. Please clarify how this is anticipated to be corrected in campliance to the 2003 IRC section 703.6. , 7) Energy Efficienty: Provide a compliance statement or detail of how the new exterior walls comply with Chapter 11 of the z0a3 IRC and thermal performance of secfion R1102,1. Jyechanical Comm��; 8) See note 5 above for bathroom ventilation. 9) A new"gas"flreplace is proposed repEacing an existing unit. Please provide information showing compiiance to the Town of Vail Municipal Code sectian 5-3-3. Provide infa�mation for type of firepiace proposed. 10) A new"steam shower is proposed for the master bedroom shawer. More infvrmation is required as to the type of u�ft, fuel saurce, location and access to such equipment. NONE , pl�asa ey(�'#o the wver sh�t for information on eywbmittinq plah�. In oMer ta avoid delays in i�uAnoa of a qrtlffcabe of occupanry,pleaes check�l rmques�t,nd lnformadon Is lncluded tn th4 con�truction of this area. Pl4ase wbtt�lt revised plans a�a campleEa set. Partial plan resubtnilt�ls wlll not be r�eviewed. Charlle Davis I.C.C. Plans Examiner Town of Vall Buifding Safety and Inspe�tion Services 970.479.2142 cdavls(�vaifgav.com Z0 3Jdd �311dMN3JNd� 133d ZLSb-9Lb-0L6 TZ�ET 900Z/L£/80 YI fa a�aa�.�_ �a�.����.. _ � _ .��-: _ � , Extent of neani deck enclosure Fixed picture Vvindows � xtent of new deck enclosur New sloping metal roof - with awnings below �color to match existing Horizontal wood siding and trim skylight frames, typical - Revised skylight with details to match existing, typical , p Skylights , awning windows below . Fixed tra ezoidal windows �--- New sloping metal roof section-: Egress window ' with new skylights; color to _�-�.._._-.�_.. � - - ; • matc existing skylight frames , --__ Fixed picture unit � , Egress window� ; '� - , �.�.�..,�__...,.�,-�... _ , , �` �� Fixed tr�apezoidal window I � � � Fixed picture unit � ` � � - -' - � . - - � ` �� , __�._..�..._. � -- �� -— - - � � , - � � Remove existing chimney � � - �� / �, i � _.._ - � � I • . . . • . , • • ' � ' / i _ -----�.,...�.,. � ♦ � � � � t . , , ew stucco-finished chimney to . . � � � �. . . � ' � ' _ , nclose relocated fireplace flue. � • � � � , . � � - - ' • � - � � � ' � Match existing building stucco. : � ��- . ' . . . _ ` M . _. ; � � . , . . : . . , . . � � � . . ' � • . � . NOTE: If stucco chimnsy option used, , . • : � •:' . �Existing stucco.finish. • � • , verify existing roof scupper locations ( � . . • - • ' � . ' � and re'vise as required for proper roof . � : ' � °-' ( � � . . . . . . . . _-r---�--_ overtlow drainage. ., � • . _' � . . • . - o � - .,_..,,...._,.,. . -. . . • . , . : � � • . ' �: � . � _ � '• � - E �X . • t6 • � . , . . . __ � � _._._ , . . , .. . . � / \ / � � �� � . , / / � � � M � ' ' •• • � __r�_..�_,...._...-. _ _....-_..� -- —_,._ _ � ......--o..,_...�.._Y._.�.-....�• . . . . �� • ' . . , ; '. . �..._.-.-.-...._,� ,,,�,�.._.... � Y�_�.,..�..... _.... X , _.....�.__.. . , . .. . • , . . , ---,~..,°°_""...�...- .�.�- N , � . � . _ . . • • . . ' . . • , ' ' ' ' O : _ , •. . . . , : ' • ' . , . . , . ., . ' ,, Z � ' . •, . . � � . � - . • '. , , , . � - New fixed picture unit � � � •• . � � - . � • � � • ' • with awnings below • �. . � . � �� . •: . � • . - , _ Existing stu�co finish � • Replace existing sheet metal � • _ � : , . • . • - . - � ' panel with new skylight , � � • ' . �, � - ; . . . � . � �' • ' New fixed pictu�e unit - � � � � � � with awnin s below � � � ��Y��, `�°���f�� ��w.���1# ,�.�� ,� g ! � , , g! �1{ti��;�`33=��f�W�-•"Yt.��l i 'wiG W�4y��fi111'�.�.IYZ ` � 1 — _ � � � � � » _ ` > » , Q.���� �'���^°�'�;��.'�����"�ls��.'�;CS�as���i��d�.:� �_ SC7UTH ELEVATION -r4 — � -o , ��� � ��VEST ELEVATION �r�� _ � �- �� '' ' ' ' .�.�.an� ����i�,�d!� /y � ���- �.A ,� , � � ti.r,�V�d..�1�.�t�i.�rl�w�w Cc�w,�:,• ��:.+ I , J�,c:d!���'�w���eT.iI.�iS�'.�h3 i"�"'„�±�,y.�,tys�argt��;��,�a����.ySytAi���1Rqw��l ' ��.eiMi�,��.�.'+/a41�����..�..�1`wi1r�����1Y��ri' y�i���iliwF�n,4� � • h9�:t��,;:��ft��r��a���tg��r�����c�c��a New smaller window New smaller window � 'i�3�RCPTt��'���,-t��'ri�R�a �y."��trth �� �a.���.��34'�t�l� , corr� Exist. exterior wall Stone veneer �n���u,�►c�aaar���ro�;w�;,�� w3ct��� ����,}=��nr��nas�� to clear bath vanity _ to clear bath vanity i h�(�yu`�aia p3rm��.�.w+57�+"���� i.�.r�-�. M���u�+.��a� � �t��h:!llttatpc� th�btY�S��of�cl�! v.,�l�w'���"€� � Horizontal wood siding"and trim ' ` °"�f��" C0 �`� �' �'������^r����"�' details to match existin t ical ' , � ' �o�ici�l t�c�� uth d r�vent '�„ , , , ' - 9� yp � -- —- - � e wh�ro I��! ..��n a ° cr �� - ' :diCtio�. � � Built-ins - - - ._.. ._.... Tlt. �, .�_.___��.�---�-�--��---.----�- , per Owner ' , _ o �if� Da • � �, � _ .�,._.......�. , _".�T`_�..^. t, [ � 3 m.,.�.a----. , ; , c� � ��� ��� �+�c-Q � ;� ��-..-.....,. - _...�._.,..�....�._..� ---- - ; � ��. _ � � - ��.....�'°.�' New stucco-finished chimney to New (gas) fireplace - �t�� �F( 7'x7' Closet , � _-°-�� - -- enclose relocated fireplace flue. ' � ' ti � -- - Match existing building �tucco. , Foyer Expansion - Guest closet � , � i � _ � _______.��____ 22.5 SF of G.R.F.A. , _ �.--..� , , Garage � ! . � ���� � { � � �-M-�� �� -� Remove existing chimney , , q ---f- ;�� � � �"" ���---. , ' • : • .• �.._'� �� Foyer - � � Tlt. __�"��" • ' • '• ' � �I'� Remove existing fireplace • 3 - ------- ---�-�-----�---�� �, � ' � ' ( - � • Up � o � - - __ . . : • � ; � .�...�.��._..�.,....,..._._..�.,,..�......��,..........�.....�._, � �, ` � IVlaster Bedroom . ..... • . . ; . . . • ; . • • - ; - . '. .. .: • I � � • ' � � • ��'� { - � c�-�� � � _ . . ' . , , •. , ' ( I Living Room = _ �-- � . . . . � � .� �� �J � ' a . . - ' ' . .' . . ' . . � � � 5.5'x6' Steam Shwr. _ _ " [� •• • • � � _ � � _ �,.� 1� � � i , m .,� - o �.. _ t--�- . -� � � � -- New windows (3) � " . ' - - _��—�- ____�__� � �-._-�-�� ! : � � � � � � � Down Up � _ � j o' , �, ---I`�. I • . . . Down � � � , � _ � �..._.- � C�j - - . . . . 3 ' _ _ � � a� ; o • . . I t � �p �-- , ' _ - _ � � �, � ..._. ...� �. ......,._.._,....._.._.____._ ._._ � . _ . . _ ��. . � Exist. exterior wall . - ; ' - I � ' _ . ' � Stone veneer to Exterior Deck Dining Room Bedrdoen Expansion 5'x�' � match existing � � � � � [� , ' 1 t37.4 SF of G.R.F.A. Spa Tub Q RT H E L EVAT I 4 N ��4�� _ � �-��� D � O tion. Delete new stucco chimne � � ; a d substitute direct-vent fireplacey JUL �$ 2006 � � � � � thru-wall flue. Paint flue housing to �°�u�n of �/aiI -�o�� O� ���L � i , _ , s , 1 4F , match existing building stucco color. ���� �����' ������ 6-19-06 ' _ ' qta�` 43 . a � �' �� 5.'�.AN*'e 1t ry.�a�`Y�i+l'+�J' +• __ - - - , �IOTE: All exterior finish materials, �- J-- � -,�FG .=r�, � . � °`{'""��'' � � Pe�l/Lanaenwalter ALchitg�, L.L.C. ' . detailing paints and stains flashing �``�� � ` A.I.A. Kathy Langenwalter, � � ������„�,►t,��,,��� �.� ,1 - . Plans/Ext. Elevations � and trim to match existin , t ical�,°''�� Co�pR .,,, �'�" 'David Mark Peel, a.�.a � g yp , ,�� 9 ,,, :� � Il�laloff Residence Remodel P.o. BoX �ZO2 va��, Colorado 81658 date s-7-os _ , ' :••'� `�� '• aY �,Unit #5, 770 Potato Patch Tele 970-476-4506 Fax 970-476-�#572 project �� _ > » ` AV1D K ,. IVIAI N LE�E L P LAN ��4 — � -o � U P P E R L�VE L P LA � �� _ �- �� =� � ��,�� �a��, Colorado drawn � /4 1 0 , _ _ � �.� fi � _ �� p�"a � - sheet 1 of 1 ;O` t / �� c . 'a �T it: � �Sa4:r�.xli«�4`" � ,� 4 � `•'•c:��'�cD A����.``�' - . . . � ,�. � , .� � - - __ '•�•n�„����,.••�� �� t ,. - — _ -.� DESIGN CRITERIA Maloff Residence Remodel. Unit #5, 770 Potato Patch. Vail CO JOB #0606-24 cENERa� REOUiREMENTS 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1 ) ABBREVIATION LIST �������:f� Roof Live Load (Snow) -------------------------------------80 psf `�'�` * Floor Live Load ------------------------------------------40 sf a Structural erection and bracing. Tie structural drawings illustrate the completed structure a, r„ Q�`l.R�����„ tr�, ________________________ P with all elements in their final osi ions, ro erl su orted and braced The contractor, in CONNECTION FASTENING LOCATION p�.,��.`a � � Deck Live Load ------------------ 100 psf P P P Y PP v � w ';�p '. -; Wind the proper sequence, shall provide shoring and bracing as may be required dunng construction A B ANCHOR BOLT JST. JOIST �o� ' � � , 1 Joist to sdl or girder 3 — 8d common toenad � • -e , 3—Second Gust --------------------------------------90 mph to achieve the final completed structure Contact structural engineer for consultation (not in A F F ABOVE FINISHED FLOOR LAM LAMINATED Ex osure ----------------- B contract as re uired 3 — 3" x o�3�" na�� A F G ABOVE FINISHED GRADE LLV LONG LEG VERTICAL �o � �� � -------------------------- p q 3 — 3" 14 gage staple . � � Seismic. b. Shop drawings• Submit shop and srection drawings for structural steel, miscellaneous steel, ADJ ADJUSTABLE LONGIT. LONGITUDINAL .n •.o �c �y Importance Factor -------------------------------------1 0 steel �oists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured 2 Bndging to �o�st 2 — 8d common toena�l each end ANCH ANCHOR LTWT. LIGHTWEIGHT Fif' 1°"°•°0� C�`0���`` 2 — 3" x 0131' nail s/o ��� Design Category --------------------------------------8 wood �oists and glue—lam beams to engineer for review prior to fabrication This review is for 2 — 3" 14 gage staple APPROX APPROXIMATELY LVL LAMINATED VENEER LUMBER , ��� Site Class ------------------------------------------C general compliance with the intent of the structural design The architect and/or contractor ARCH ARCHITECT LSL LAMINATED STRAND RIM MATERIAL ' � IBC IRC Edition ------------------------------------------2003 are res onsible for checkin uantiiies, dimensions and coordination with other trades 3 �° x 6" subfloor or �ess to each �o�st 2 — 8d common face na�l ' � P 9 9 BD BOARD MAX MAXIMUM � "�'�'�; c Existin structures: Contractor shall be res onsible for verif in dimensions, elevations, 4 W�der than 1" x 6" subfloor to each o�st 3 — 8d common face na�l tjl��. �. � > > �� 9 P Y 9 � BLDG BUILDING MECH. MECHANICAL SPECIAL INSPECTIONS framing, foundation and anything else that may affect the work shown on the drawings 5 2" subfloor to �o�st or g�rder 2 — 16d common blind and face na�� BLKG BLOCKING MAT'L MATERIAL Underpinning, shoring and bracing cf existing structures shall be the responsibility of the 6 So�e p�ate to �o�st or block�ng 16d at 16" o c typ�cal face na�� gM. BEAM MANUF MANUFACTURER a If required by the building official, special mspections shall be provided according to IBC contractor 3" x o�3�" na�� at s" o c BOT BOTTOM MIN MINIMUM ' Section 17041. The structural engineer does not provide special inspections. Periodic d Dimensions• Check all dimensions against architectural drawings prior to construction Do 3" 14 gage staPle at �2" o c g 0 W BOTTOM OF WALL (N) NEW � w observations of construction by the structural engineer are not to be considered special not scale drawings Sole plate to �o�st or blocking at braced BRG BEARING NOM. NOMINAL � N inspections e Construction practices General ca-itractor is responsible for means, methods, techniques, 3 — 16d per �s" braced wall panels — Q wa�l panel CANT CANTILEVER 0 C ON CENTER � sequences and procedures for construction of this pro�ect Notify structural engineer of (4)-3" x o 137" na�i per 16" � Q � � � STRUCTURAL WOOD FRAMING• omissions or conflicts between the working drawings and existing conditions Coordinate (4)-3" 14 gage staple per �6" C.J CONTROL JOINT OPNG. OPENING U -Q � o � requirements for mechanical/electri;al/plumbing penetrations through structural elements with 7 Top plate to stud 2 — 16d common end nail CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD z � N � � � a Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir—Larch structural engineer Jobsite safety is the sole responsibility of the contractor All methods 3 — 3" x 0131" na�l CEM CEMENT F? PLATE � � o rl,� � used for construction shall be in accordance with the latest editions of the IBC IRC 3 — 3" 14 gage staple CLG. CEILING PLYWD PLYWOOD Z � � #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas � �j D � � o Q, � Fir—Larch 2 f D e t ai l s n o t speci fica l ly s hown on t h e drawings s ha l l be cons truc te d in a manner simi lar to t he 8 S tu d to so le p la te 4 — 8 d common toena�l � C E N T E R L I N E R.0 R O U G H O P E N I N G b Studs shal�be Stud grade and better pouglas Fir—Larch or Hem Fir details that are shown for like conditions These items shall be brought to the attention of 4 — 3" x 0 131" na�l CLR CLEARANCE RAD. RADIUS z �' oo � —w-� r�X c Built—u p posts shall consist of Dou glas Fir—Larch or Hem Fir #2 or better 2x4 or 2x6 studs the structural engineer as soon as possible for approval Approval shall be obtained prior to 3 — 3" 14 gage staple C O L C O L U M N R E F. R E F E R E N C E Q .L � � � o � �� ins ta l la tion CONC CONCRETE REINF. REINFORCE REINFORCEMENT � N `D � J`�"' per plan and shall be nailed together with 2 rows of 16d nails � 6 on center along each � � stud g It is the responsibility of the contractor to contact the structural engineer at the appropriate 2 — 16d common end nad CONN. CONNECTION REQ'D REQUIRED � time to erform site observations visits Observation visits to the obsite b the en ineer are 3 — 3" x o 131" na�l d Built—up beams consisting of multiple 2x members shall be nailed together with two rows of p � y g CONT CONTINUOUS RET RETAINING (� •� for determination of general conformance with the construction documents and shall not be 3 — 3" 14 gage staple � 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru—bolts spaced at CONST CONSTRUCTION REV. REVISION Z � „ construed as inspection 9 Double Studs 16d at 24" o c face na�l 24 on center h Though every effort is made to prcvide a complete and clear set of construction documents, 3" x o 131" na�l at 8" o c C P. CRIPPLE POST R.S ROUGH SAWN U N e Top and bottom plates shall be Douglas Fir—Larch or Hem Fir #2 and better Plates placed discrepancies or omissions may oc<ur Release of these drawings anticipates cooperation and 3" 14 gage staple at s" o c DBL. DOUBLE SCHED SCHEDULE � � � � �? directly on concrete walls or slabs shall be pressure—treated Hem Fir #2. DET DETAIL SECT SECTION I I continued communication between ihe contractor, architect and engineer to provide the best 10 Double top plates 16d at 16" o c typ�cal face na�l L � oo � � f Wood beams bearing in beam �pockets in concrete or masonry walls shall bear on a treated possible structure These drawings have been prepared for the use of a quolified contractor 3" x o 131" na�l at 12" o c DIAG. DIAGONAL SHT SHEET � X � �- , 2x6 bearing block Provide ��Z clearance around end of wood beam Block against sides of experienced in the construction tec�niques and systems depicted 3" 14 gage staple at 12" o c DWL DOWEL SIM SIMILAR � o � °' °' beam pocket with treated 2x blocking to provide lateral support for beam. DWG DRAWING S I P STRUCTURAL INSULATED PANEL � � °° ^^ � g Within floor joist spaces beneath solid or built—up columns noted on plans, blocking of area Double top plates 8 — �sd common �ap splice EA. EACH SPEC SPECIFICATION � -� o Q o Q equivalent to column above shall be provided Door or window tnmmers consisting of a smgle 12 — 3" x o t3�" na�� E J. EXPANSION JOINT SQ SQUARE � � ��� ° stud do not require special blocking in the �oist space �2 — 3" 14 gage stap�e typ�co� face na�� ELEV ELEVATION STD STANDARD h Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing 11 Block�ng between �o�st or rafters 3 — 8d common toena�l ENG ENGINEER STL STEEL Schedule" on the drawings (2003 IBC Table 2304 9 1). to top plate 3 — 3" x o�3�" na�� EQUIP EQUIPMENT STRUCT STRUCTURAL i. Bolts used for wood framing connections shall be installed with standard washers and nuts. 3 — 3" 14 gage stap�e EQUIV EQUIVALENT T TRIMMER � Unless noted otherwise, steel connectors such as those manufactured by the Simpson 12 Rim �o�st to top plate sd at 6" (152mm) o c toenad EXSTG EXISTING T&B TOP & BOTTOM Company shall be used to �oin rafters, joists or beams to other beams at flush—framed 3" X o 131" na�� at s" o c (E) EXISTING T&G TONGUE & GROOVE � conditions Use all specified nails Connector conditions not otherwise noted shall utilize type 3" 14 gage staple at s" o c EXP. EXPANSION T 0 C TOP OF CONCRETE U or type HU hangers of a size specifically designed for the member supported, as shown in �3 Top plates, �aps and �ntersect�ons 2 — �sd common face �a�� EXT EXTERIOR T O.F. TOP OF FOOTING � the manufacturer's published tables Contact structural engineer for details as required 3 — 3" x 0131" na�l k Wood nailer plates installed on steel beams or concrete wolls for top—flange hangers shall be 3 — 3" 14 gage staple F D FLOOR DRAIN T 0 L. TOP OF LEDGE npped to match the width of the wall or beam flange Nailer plates supporting top flange 14 Continuous header, two p�eces 16d common 16" o c along edge FDTN. FOUNDATION T.O.M TOP OF MASONRY � hangers from one side only shall be installed flush with the face of wall or beam flange at FLR FLOOR T.O. TOP OF 15 Ceiling �oists to plate 3 — 8d common toenail the hanger locations. FRMG. FRAMING T.O.W TOP OF WALL � 5 - 3" x0131" nail I. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load 5 — 3" 14 gage staple FTG. FOOTING THRU THROUGH carrying capacity and deflection cnteria to BCI 450 or 500 series �oists in the depths and 16 Contmuous header to stud 4 — 8d common toenail GA GAUGE TRANSV TRANSVERSE � spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as GALV GALVANIZED TS TUBE STEEL COLUMN required by the manufacturer 17 Ceiling �oists, laps over partions 3 — 16d common mmimum, Table 230810 41 face nad GEN GENERAL TYP TYPICAL � m Laminated veneer lumber (LVL) shall have the following minimum properties� (see sect�on 2308 10 41, Table 2308 10 41) 4 — 3" x o i3i" na�i r�� 1 Flexural stress ------------------------------------ 2600 psi 4 — 3" 14 gage stap�e G.L. GLUE—LAM U N.0 UNLESS NOTED OTHERWISE � 2 Modulus of elasticit 1,900,00� si 3 — 16d common mmimum, Table 230810 41 face nail GYP. GYPSUM/GYPCRETE VERT. VERTICAL � � Y ----------------------------- p 18 Ceiling �oists to parallel rafters 4 — 3" x 0131" nail HDR. HEADER V I.F VERIFY IN FIELD � 3. Tension parallel to grain ------------------------------ 1850 psi (See Section 230810 41, Table 230810 41) 4 — 3" 14 gage staple HORIZ HORIZONTAL W.F. WIDE FLANGE 4. Compression parallel to grain --------------------------- 2310 psi � � 5. Compression perpendicular to grain (parallel to glue line) ------------ 750 psi �s Rafter to plate 3 — Sd common toenail HT HEIGHT W.P. WATERPROOF 6 Hor�zontal shear ----------------------------------- 285 ps� (See Section 2308101, Table 2308101) 3 — 3" x 013�" nail INT INTERIOR W.W F. WELDED WIRE FABRIC � 7. Connection of multiple—member beams' 3 — 3" 14 gage stap�e INV INVERTED WD WOOD A Top—loaded beams �� 20 1" diagonal brace to each stud and plate 2 — $d common face nail K KING STUD W� WITH � o 2 — 3" x 0 131" nad � � i) For members 12 deep or less, nail each member to the next with 2 rows of W/0 WITHOUT � 2 — 3" 14 gage staple 16d nalls at 12'� O C. 21 1" x 8" sheathing to each bearing wall 2 — 8d common face nail � ' ii) For members greater than 12" deep, nail each member to the next with 3 ALL LUMBER CONNECTORS IN DIRECT � �j � - � �Ows of 16d nads at 12�� O C. 22 Wider than 1" x 8" sheathing to 3 — 8d common face nail � B Side—loaded beams each beanng wall CONTACT WITH PRESSURE—TREATED 23 Built—up corner studs �sd common 24" o c LUMBER SHALL HAVE A SIMPSON ZMAX � O ' i) For two or three member beams, nail each member to the next with 3 rows of 3" x o 131" na�� 16" o c FINISH OR EQUIVALENT � 16d nails at 12" o C 3" 14 gage staple 16" o c � ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 24 Built—up girder and beams 2od common at 32" oc face na�� at top and CONNECTION SCHEDULE � � o 12�� O C 3" x 0131" nail at 24" o c bottom staggered on �q SIMPSON LUS210 7 \ i iii) For members consisting of more than four members, contact structural 3" 14 gage staple at 24" o c oppos�te s�des v engineer QB SIMPSON LSSU210 � � n All lumber used in construction shall have a maximum moisture content of 19� 2 — 2od common face na�l at ends and at o Fram�ng Notes' 3 — 3" x 0131" nail each splice QC SIMPSON LSSU210-2 �� � �, 1 Exterior walls� 3 — 3" 14 gage staple � � � A All extenor walls are 2x6 studs � 16" o.c. to a maximum height of 12'-6", 2x6 25 2" planks �sd common at each beanng � studs � 12" o c. to a maximum height of 14'-6", and (2)-2x6 studs � 16'� to a 26 Co�lar t�e to rafter — 3 — 10d common face na�l � �1 maximum height of 17�-4" unless otherwise noted Walls taller than 17'-4" shall 4 — 3" x o�3�" na�� ^ � ' be framed with manufactured parallam studs, contact engineer for spacing 4 3" 14 gage staple face na�l � requirements, if not indicated on plan Cap with a double top plate installed to 27 �ack rafter to h�p 3 — 10d common toena�l � � provide overlapping at corners and at intersections with other partitions. If overlap 4 — 3" X o�3�" r,a�� is not possible, strap top plates with metal strap ties (Simpson ST292 or 4 — 3" 14 gage staple equivalent). r B Gable—end walis shall be balloon—framed to the bottom of rafters or end—wall 2 — 16d common face r,a�i �—� trusses unless approved by engineer 3 — 3" x o�3�" na�� � � C Floor or roof framing members must be aligned to bear within 5 inches of the 3 — 3" 14 gage staple � studs beneath 28 Roof rafter to 2—by ndge beam 2 — 16d common toenad r ,—, I D Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, 3 — 3" x 0131" na�l F� � ' at extenor face of exterior walls Block all horizontal joints and nail panels with 8d 3 — 3" 14 gage staple nails spaced at 6" along panel edges and at 12'� along intermediate supports � " E Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer 2 — �sd common face r,a�� and one 2x6 king stud each end, unless otherwise indicated 3 — 3" x o�31" na�� � 3 — 3" 14 gage staple F At beam beanng locations m stud walis, provide multiple—stud posts equal to width ' � of beanng member unless noted otherwise. 29 Jo�st to band �o�st 3 — 16d common face nad � � 2. Interior Load Bearing Walls 5 — 3" x o�3�" na�� � 5 — 3" 14 gage staple i A. Interior load beanng walls are 2x4 or 2x6 studs (as indicated on plan) � 16" o.c. 30 Ledger str�p 3 — 16d common face na�l with 1/2" gypsum wallboard both sides unless noted otherwise Cap with a doub�e 4 — 3" x o�3�" na�� � top plate installed to provide overlapping at corners and at intersections with other 4 — 3" 14 gage staple II partitions If overlap is not possible, strap top plates with metal strap ties �SimpSOfl ST292 OI' equivalent). 31 Wood structural panels and particleboard b 1/2" and less 8d`�� (per KRM)q B Floor or roof framing members must be aligned to bear within 5 inches of the subfloor, roof and wa�� sheathing 2 3/8" X o�3�" r,a��" StUds beneath (to framing) 1 3�4" x 16 gage 19/32" to 3/4" Sd (per KRM)4 C Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer 2 3/s' x o�3�" �at�P designed by LRH and one 2x4 or 2x6 king stud each end, unless noted otherwise 2"�16 gageP D At beam bearing locations in stud walls, provide multiple—stud posts equal to width 7/8" to 1" 8d drawn by BDD of bearing member unless noted otherwise � �/s" to � �/4" iodd or sd° 3. FIOOr Construction: �� Single Floor (combmation subfloor— 3/4" and less 8d° (per KRM)Q ' Ch2Ck2d by A Provide 3/4 thick APA rated Sturdifloor rated at 24 o c , tongue and groove, underlayment to framing) �/8" to �" sde ' exposure 1 Glue and nail panels to all supports with 8d nails spaced at 6" along � �/s" to � i/4" �od° or sd° ISSU2d panel edges and at 12" along intermediate supports. Install sheathing with long 32 Panel siding (to fram�ng) �/2" or �ess 6df dimension perpendicular to joists and end �omts staggered. � 5/8" sdf PERMIT 07/25/06 � B Provide solid blocking between floor �oists at all bearing locations Blocking material 33 Fiberboard sheathing 9 1/2" No 11 gage roofing nadh shall match the floor �oist material 6d common na�� 4 Roof Construction: No 16 gage staple' A Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install 25/32" No �� gage roofing nadh sheathing with long dimension perpendicular to rafters or trusses and end joints sd common na�� � staggered Nail with 8d nails spaced at 6" along panel edges and at 12" along No 16 gage staple intermediate supports 34 Intenor paneling 3�8" sd�k B. Plywood sheathing shall be applied continuously over the pnmary roof inembers (rafters or trusses) below overframed areas to provide adequate lateral stability. NOTES TO TABLE 2304 9 1 SEE FRAMING PLANS C Provide wind/seismic anchors at supports for all roof �oists and trussed rafters For s� 1 inch = 25 4mm 2 3/s" X a i�3" r,a�is and 3" X o�3�" r,a�is are standord 8d and 10d Gun �a�is FOR HEADER SIZE See nailing schedule D Prov�de solid blocking between roof rafters, trusses and lookouts at all bearing a Common or box nails are permitted to be used except where otherwise stated IOCatI0115 Blocking material shall match rafter, trusS ChO�d, Or lookout matenal. b Nads spaced at 6 inches on center at edges, 12 inches at mtermediate supports except 6 mches at supports where 5. Wind Bracin ' spans are 4S inches or more For nading of wood structural panel and particleboard diaphragms and shear walls, PROVIDE A MINIMUM 9 refer to Section 2305 Nails for wall sheathing are permitted to be common, box or casing OF ONE KING STUD, A Walis over 4 feet long which are sheathed with gypsum wallboard on both faces and c Common or deformed shank sheet are indicated as shear walls on plan have been designed to resist wind forces in d Common OR AS SPECIFIED ON accordance with Table 2306 4 5 of the 2003 IBC e Deformed shank PLAN B At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom f Corrosion—resistant siding or casing nad g Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports �— POSTS SPECIFIED ON PLAN plates Wlth #8 X 1 1�8�� drywall SCreWS at 7�� mawmum spacing h Corrosion—resistant roofing nails with 7/16—inch diameter head and 1 1/2 inch length for 1/2—inch sheathing and i C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 1 3/4 inch length for 25/32—inch sheathing INDICATE TRIMMERS ONLY AND engineer i Corrosion—resistant staples with nommol 7/16—mch crown and 1 1/8 mch length for 1/2—inch sheathing and 1 1/2 inch DO NOT INCLUDE KING STUDS length for 25/32—inch sheathing Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked) � Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports 1 TYPICAL WINDOW�DOOR HEADER SCALE: 1/4" = 1'-0" k Panel supports as 24 inches Casing or finish nails spaced 6 mches on panel edges, 12 inches at intermediate supports � I For roof sheathing applications, 8d nads are the minimum required for wood structural panels S1 m Staples shall have a minimum crown width of 7/16 mch ,, n For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports o Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 � inches on center at edges, 6 inches at intermediate supports for roof sheathing p Fasteners spaced 4 inches on center at edges, 8 inches at mtermediate supports J 0 B #0 6 0 6-2 4 q Items noted as "per KRM" have been changed from the IBC schedule to a more restnctrve requirement ! _ \i� J R � ��p0 R��� � ••c•eo• � o�, ;•�,ROe �,.o <� . ti c';oe- . ,� � K � { Y ' � � p � A1� •�� O/�' �• i� �/ ' ��s1�rdRL���\� ,�ul � � %+��,�� � ; � � Q N .N N � p�po � � U � a o � � Z ..� � NUrnrn � � pZr'') M O � r Z � Op � J�X i � r'� - ~ pQ Q 'L � � �— P'� ti � � Cfl U1 J...� J � � � , � � Z � (N) EXTERIOR WALL & DOOF HEADER � � N � � � � TO BEAR ON (E) FOUNDATIGN WALL � ,� c`�o rn `r' BELOW - OVERFRAME AS REQ'D TO . 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W I � ____ � .� _- � I I I � � s _� � � � � � � � � � � � � �� " II — _� � _ , I � �.�.. .__. ____ — � .�.� �.... .�.. ._. � __I �. .�. __ �JI I .��. __._ �_ — --- — --� �_ ____ �_� I i � — — — — — -- — -- — — — � �! _.._ 4 — � �� � .� � � � __ .� __ �_ ___ - - -- �- � I � � I � � � I I � �. �.�.y.. _..... ._._ —. _._.. __ - - - - - - - - .� I I � � � __ _._ ___ _._. _� � v � � .� � � � _____._. �. __.____� y ..� ._I._.I .____�__�� .�. � � — ..� .� ..�._. __ — ----- —_ .—__�— I I I I �� — — I � _ � I I � �..............v.. _�_�__. �.____ .____�.. �.. �.. — I I I I I I ( I � _ l� �__ �. ..��. _� � � � � � -{— � ' I I � � QI � �E) J01STS � � �---- � �� � .� ____ ____ — � �_ ..� _____ _.� �- — -- �- I � I I � � � � � �. � � � � � � I � � " .�. � .____ —. m I� I I � � � __�-__ �. __-�__ ____ .— _.�. — _- � � I � I � I �� ^ �� � � W�-! 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I � � WELL � � � �� � � I I I � � I � 'S __ _�_ � �. � � � � � � � -�-.I � O � , - - -,� - - - - - - - - - - - - - - � � � � I d�l � � I � � � - �3�-L 3�4 9 1/2 LVL I I - - -�CE-- - -�� �� -� _ - � , E � , I � � - �- - - - - - - - S -- S_ - - - - - - - - -� _- - - 3 -2x12 V.I F. � � � � �,+`O -�,+�0 I � .C� • •• •• • � ' � � � � � �,.e� � , � � � - - - - - - ' � 2x12 EDGE NAIL TO TUDS + I �. �,.1� �,,� \ � � I I � � , � i �\�\ [ I � �\ QA TY . i`L � e � � �.� � ., L L \ II � � � � � I � I � � � � NI� � ' � I I /\� I I � � � � �� � 6 ; `.`. �J CJ � � � �.0 ►� �N) EXTERIOR HEADERS ARE: wl I ' � r � � � (E) J,OIST , �_ � i � c I �C '� � � I ^ � (3)-2x10's W/ (1)-2x6 \ �( i � 't' � � � � � $ w p� � I I � • \ � + � I � � ` � � TRIMMER AND (1)-2x6 �� �I � I i � � � � � 0°I� � e`5 ?c �� l �\ I I ,`L I � KING STUD EA SIDE, TYP � � �I � � � � E � = W. � � � I � � � � � � UNLESS NOTED OTHERWISE � i I � � � ! � � � � "� j � �� � p� \ (3) 1 3/4 11 7/ LVL QC QC � � � \� E BEA � E � LUE AM IBEAM � I � € ! E � �� "�,`' \� • , N N, r JI � � ��_ � � )� - � _�.- , � �� ) � I � � � �/�����-� �V +�o - N c� L�-_' _'_'-�L J M"� \ � � /� / � i , ^ '� � � �,1 N N � �� � � � � _ �—�/ I � v � � � � v � � , � � I � � �+� ��J � • �) EXTERIOR HE�DERS ARE: �,1� \�+ (3)-2x10's W/ (1)-2x6 � SLOPING SKYLIGHT �' � TRIMMER AND (1)-2x6 PER ARCH ' � KING STUD EA SDE, TYP � UNLESS NOTED OfHERWISE NORTH NORTH � U P P E R FLO O R FR A M I N G P LA N SCALE: 1 /4�� _ � �-o�� R O O � �R A M I N G P LA N SCALE: � 4" = 1 �-o�� PLAN NOTES FOR NEW FRAMING: PLAN NOTES FOR NEW FRAMING: designed by LRH 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 1 INTERIOR WOOD STUD BEARING WALLS AFE INDICATED ON PLAN THUS 0 drawn by BDD 2 POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED• � 2 POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ��°� checked b NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � y SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED p NON-CONTINUOUS POSTS FROM ABOVE �RE INDICATED: � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p issued 3 ALL COLUMNS ARE LABELLED AT THE TOP. 3 ALL COLUMNS ARE LABELED AT THE TOF 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN PERMIT 07/25/06 RATING 24 0 C 4 ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP 1, SPAN RATING 40/20 5 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 5. " Q " INDICATES CONNECTION TYPE - FEF. 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