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STAIN WOOt? 57AIN !'FZfVAC.Y EiASEBOARD �� : � Q 34 NtASTER BEt?ROOM A 2 " _8" 6� _8,� 1 �,4" W40D STAIN WODD STAIN PRCV�GY BA9EBOARC7 34 . � � 35 MA5TER GLO:�ET A PRit'� � 3' -C?" b' °E+"' f �" WDOD STAiN Y�CC�D STAIN 81 -PA59 - �� �. 36 MA5TEt2 BRTN A 2' _ta" 6' -8"' I �" WDOD STAIN WOOD 5TAIhi PRIYAGY BA9EB4ARt� � � (� q � "`"� . 1 ,J � * � NC77E: TYPE ,�f��� DOOR L7ESIC�N TO MATGH EXI�TING . � }� � fr . � • � � �� �� �� i! 1/ 1 ' i.�W.. � V/ � �.� � � �.w �� � 1/ � � a✓ � �� � . ..�.� � � O Copyright ' �PSL Architects, P.C. ' AII Rights Reserved � This dooumeni and the . . ideas and deslgns , inaarporated hereln, cas . an tnstrument of prafessiona{ service, Es the property of 6PSL Architects, P.C. , ond � is not to be used, in whale or in part, for any att�er projeoi without the writtan , authar�iation of Hc�nry R. Prott . or Sldney Schultz. i./G! ��'t: I � a � F'T 2Cal '� f� � RM1T � ET � �„ . . ` ".r,sa' � §�°} ,,t � . . 5 ""'. `l,Pg yy^^'' ¢j , . ^-m, k� e� g ��4 ¢ ' 31 `k° ��¢�qd. ;�a.' ' t{ � -� t; $` Ry�.-"� `° �� E � k "'". � } �{""w § . � � �� � � �' �� X �g � �?�� � . � ,sc^r� ^�'�e�. � "� � .�P �' �,-�'" � � sE " .�, . �, w 3 $"'° ,r� ��,. � ' � � �" �" � a -°�»...,. � : : �`��� .�. '� I . �� � � x a� , „� ti�,� � . `%~� w �� a r�:> ��� � ,�..� �ry. . . ` ] ' `°^,.,...„„�„�� �*"` ° - ... � . .,� �,^, �' z�a��°°' � � 2��"-°-..�� �,,,..,�,,..,..„� ` �° �p�� � _.�r � � �� � � �� •.: � ��rv� � � ��y �� � . . `°��»,�„� .�� �*��'" .� , daa ;s .. . � �� t�� "" . . .� ?.3 �,' 9 . � { � � � � � ?�s . � �,�f' �a :. �� � ... . .. ... ._. ._ .... ... .... ._ .... ... _.. ... .... ... ... ... .._ ._ .... ._ .... ._ .... ... .... ... ... ... .... ... .... ._ .... ... ... ._ .... ... ..,. ._ ... ... .... ._ .... ... .... ... .... ._ .... ... .... ... .... ... .... ... � � �� � � ��� �� �� , �� ��a ��. . �� b� � ' ��� �� , `� � � ����� � ; : �"ahee� 1'�utri�7�: r , . � : � � ���� a ; i � � , � � DESiGN CRITERlA: EIGER CHA�ETS PARCEL 14- REMQC� EL JOB �: 1307- Q5 ii) For members greater than 12" deep , nail each member to the next with 3 rows of 16d nails at 12" o. c. Roof Live �ac�d { snaw) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ e _ _ _ _ _ � _ _ � ap p �� g , Side- � aaded beams 2012 IBC FASTENING SCHEDULE * _,�a,. Roof Dead Load - -- - - - - - - - - - - - - - - - - - - - - - - .� _ _ _ _ _ _ _ _ _ _ _ � � � s f i For two or three member beams, nail each member to the next with 3 rows � A B B R E VI A TI a �1 � � � T ? ., � �� ���^�� � ) TH15 IS A PARTlAL SCHEQULE. SEE IBC TABLE 2304. 9 . 1 FOR FUL� SCHEDULE ti,3 ���¢� ,�",� Flaar �ive Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 40 p �f of 16d nails at 12" o . c. , �;°��� ����� ���p�'�. F( oor Det�d �oad - - - - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .� _ 1 � Psfi � , AII lumber used in canstruction shall have a maximum moisture eantent of 19 %. CONNECTIQN FASTENING °� b ;�c� �`� Q��° Wind ( 3 Second Gust) - - - - - - - - - - - - - - � _ �. _ _ _ _ - _ - --- - - - - - - - gQ mph (Exp . B } >``"' �� " ° a. Unless made of trea #ed or naturally decay- resistant wood , all deck beams and jaisfis (including A. B . ANCHOR BO�.T LAM . LAMINATED � � Seismic Desi n Cate or B 1 �x A. F. F. ABOVE FINISHED F�O�R �LH �ONG LEG HQRIZONTAL, � ��� � `� � � y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g� u e- I a m s} w i d e r t h a n 1 ,� s h a l l b e s e a l e d a n d f l a s h e d a t t h e t o p s u r f a c e p e r a r c h i t e c t. 1 . J o i s t t o s i�� o r g i r d e r 3 - 8 d c o m m a n t o e n+�i l ,�� � - ��e� " Per IBC 34Ci3. 4, La �keral laad e4 �ments mr� y remain unaltered since t� e a{ teratians to the » » struefiure dn not increase th � demrand - to - ca acit ratio b mor� than 10�. p . C� rive pins specified r�n � lan shall be pc�wder actuat�d f� �teners by i� amset, Pow�rs, Hilti. ar 3 - � x o.1sti r��n A. F. G. ABC3VE FiNISNED GRADE LLV L.Oh� � LEG VERTICA�. ,�, � ' � � �' apprav�d equivalent . Fastener and load size shall be determined accordir� g to manufacturers 3 - 3" 14 gage stap�e ADJ. AI� JU �TA� �E LONGIT. LONGITUDINAL �',fi� �'4��+*''�'��,$�`'~ IBC/IRG Editian - - - - - - - - - - - - - - .-- _ _ _ _ _ _ _ _ ._.. _ - - - - - - - _ _ _ _ 2012 ��I����. recammendations far mGterials being attc� ched . 2. Bridging to jo�st 2 - sd common toenai� each end ANCN . ANCHfJR LTWT. �.IGHTWEIGHT q . Framing Nates: 2 - 3" x o. 13� " nai� APPROX. APPROXIMATE�Y LV� �AMINATED VENEER LUMBER SPECIAL INSPECTIONS: 1 . Exterior walls: 2 - 3" 14 gage staP�e ARCH . ARGHlTECT LS� LAMINATED STRAND RIM MATERIA� A. All exterior wofls are 2x6 studs CJ 16 " a. c. to a maximum height of 12' - 6 " , 2x6 s. so�e piote to joist or blacking 16d at � s" o.c. typica� face naii gp. BOARD MAX. MAXfMUM a�Ja��� � a . Special Inspections shall be pravided according tfl Section 1704. 1 and the statement af special » > >• •} �" x o. 131 " na�� ot $" o.a B �QG. BUILDING MECH . MEGHANICAL studs {� 12 o. c. ta a maximum height af 14 - 6 and ( 2 } - 2x6 studs C� 16 ta a „ „ , inspeGtions as required by the Town of Vail . , „ ' , „ 3 14 gage staple at 12 o. a B �KG. BLOCKING MAT L MATERIAL b . Periodic ins ection of rebar driven e oxied int� hardened concrete. maximum height of 17 - 4 unl �ss otherwise noted . Wal1s taller than 17 - 4 shail p f P BM . BEAM MANUF. MANUF'ACTURER be framed with rnanufactured laminated studs. Cantact engineer for spacing soie p�ate to �o�st or blacking at braced c. The structural engineer does not provide special inspectians. Periodic observations ofi wai� anel 3 -- 16d per ts" braced wall paneis gpT, BQTT�M MIN . MINIMUM � r- h canstruction by the structural enginear are not ta be consitier�d special inspections. requirements, if not indicated on plan . Cap with a double trap p ( ate installed to p (q�)-3" x o.13i " nai� per � 6" n g, Q, y�. gp�'pM OF WALL { N ) NEW �' � :� provide overlapping Qt corners and at intersections with other partitions. If overlap (4)-3 14 gage stapie per 16 '� c� � FOUNDATION DESIGN . is nat ossible, stra ta latss with metal stra ties Sim son ST292 or BRG. �EARING N4M . hl0�llNAL 1 {t, p P p p P � {� 7. Ta late to stud 2 - 16d common end naii , � � � CANT. CANTILEVER N . W. N4RMAf� WElGHT � d- equivalent} . 3 - 3" x o.� 3� " naii U � �- rn B . F1oor ar raof framin m �mbers must be ali ried to bear within 5 inches of the s - 3" 14 gage stapie C< J. CONTROL JOINT O. C. aN CENTER � � a . Design of individuai and �ontinuous foatings is based on an assumed maximum allowab4 � g g CMU CC7NCRETE MAS4NRY UNIT OPNG. aPENiNG ° � �^a bearing pressure af 2000 psf { dead load plus full live loc�d } . studs beneath . s. stud to sose p{ate 4 - sd common toenaii c c� r. b . Foundatic�n and retainin walis haue been desi ne� usin an assumed lateral ressure ofi 60 C. Provide 7/16 " thick APA rat�d sheathing (plywaod or �SS } rated 32f16 , exposure 1 , 4 - 3° x o.131 " noi� C� M . CEMENT OSB ORIENTED STRAND BOARD � � � � 9 9 9 P 3 - 3 14 gage staple C�G, CEI �ING f�? P �ATE � `--' at exterior face of exterior wafls. B4ack al ! horizontal oints and nail anefs with 8d � pcf. „ „ � �' C� CENTERLINE P�YWD , P �YWOQD z � � , ,�s c . Footings shall be placed on the natural undisturb�d soil , or compacted structura! fill per the nails spaced at F along panel edges and at 12 along intermediate supports, 2 - 16d common end nail CLR . CLEARANCE PKT. P4CKET Q '� tt- �.�- reeommendations af the geotechnical enginaer, below frast depth . D . Provide ( 3) - 2x10 headers aver all door and windc�w apenings, with ane 2x6 trimmer 3 - 3° x 0.131 " naii COL. CO�UMN R . Q. (� OUGN OPENING ~ � d . Prauide continuaus foundation drains around the perimeter of al ! laasement walls a � d at the anci one 2x6 king stud each end, unl �ss otherwise indicated . 3 - 3" 14 gage stap�e -� � bas� af retainin walls. Contact eot��hnical en � neer for details. E. At beam bearin loeations in stud wa � ls , pravide multi le- stud osts e ua! to width CONC . CC?NCRETE RAD . RADIUS 9 9 9' 9 P P a 9. Double Studs 16d at 24" o.c. tace nail CONN . CONNECT[ ON REF. REFERENCE U} '� e. A representative af tha geotechnical engineer sha{ I v�rify soils c�ncfitians and types during of bearin � member unless noted atherwise. 3" x a.� 3� " nai� at �° a.c. �p� �. CONTINUQUS REINF. REIt� F4RCEjREINFORCEMENT Z � excavafiion . Becaus� geatechnical information was not availdble at the time of preparation of 3. Floar Construction ; 3" 14 gage staple at s" a.c. y O � the construetion documents, we have used cassumed v� lues bassd on simiiar s�tes in the area . A . Provide 3j4" thick APA rated Sturdifloar rated at 24" a. c. , tongue and groove, 10, pouble top plates � sd at � s� O. C. ty(JIG�) f4C� nai� ��NST. CONSTRUCTlC7N REQ D REQUIRED U � � Construction ofi the foundation rna nQt r�ceed withaut verif in these v� iues. Re ort an }� •, » � C. P . CRIRPLE PQST RET. RETAIN ( NG - � Y P Y 9 P Y expasure 1 . Gfue and nail panels to ali supports with 8d nails spac�d at 6 along 3 x Q.131 naii at � 2 o.c. o � `�-' discrepancies from design assumptions tc� structural engineer for re- eval � ation of ��undation panel edges and at 12" along intermediate supports. Instrall sheathing with long 3" 14 gage stop►e at � 2° o.c. C. W. CRIPPLE WAL� REV. F2EVISIOf�1 �. �t- � DBL. DQUBLE R . S. ROUGH SAWi� � x � �� r � n • dimension perpendicular ta joists and end joints staggered . �' o � f. Backfill around anci above structuraf buttr�sses ana retainin walls sl� all be com c�ction - te�ted Double top plotes 8 - 16d common � ap spiice DET. DETAIL SCHED . �CHEDULE �y � c.� g � B . Pravide soiid blocking between floor joists at c�l ! bearing locations. Blacking materia{ 12 - 3" x o.� s� "' r,at� DIAG. QIAGONAL SECT. SECTIC}N � � per the recommendat'rc�ns of the geotechnieal engineer. shalf match the floor oist material . � � �` o =t 1 12 - 3 i4 gage staple typicai face nail DWL.. DOWEL SHT. 5NEET +' <[ g . Do not backfiEi againsfi refiaining 4vall � until supporting elernent� (such � s flQOr framing } are in 4, Roof Construction ; � �- > lace and securel anchored , or ad � uate shorin is insfail �d. Concurrent �ackfiillin 4f each " i1 . Blocking between joist or rafters 3 - sd common toenaii DWG. DRAWIiVG SIM . S{ MILAI� P Y �k 9 '� A. Provide 5f8 thick APA plywood sheathing rated 4(3j20, exposure 1 . Instai ! to top plate s - s" x 0.131 " nail EA. EACH S. I . P . �TRUCTURAL fNSULATED PA�lE� side of a free- standing retaining wal ! to fincs! ara� es +� s indicated on plan ar sectian is sh �athing with long c3imension perpendicular to rafters or trusses and end jaints 3 - 3" 14 gaga staple E. J. EXPANSION JOINT SPEC. SPECIFICATIt�N required unles� temparary shoring is installed . staggered . Nail with 8d nails spaced at 6 " along panel edges and at 12" along � �. Rim �oi$t to top plate 8d dt s" (152mm) o.c. toer,a�i EL�V. ELEVATION SQ. SQUARE h . Verify type of fill with soils engineer and structural engineer priar to backfilling. „ „ „ intermediate supports. 3 x 0. 131 naii at s o.c. ENG. E(� GlNEER STD . �TANDARD REINF�RCED CONCRETE: S . Ply�vood sheathing sholl be applied contirruously over the primary roof inembers s" 14 gage stap� e at s" a.c. EQUIP . EQUIPMENT STL. STEE�. { rafters or trusses} below overframed areas tn pravide adequate lateral stcability. t3. rop p�ates, �aps and intersectians 2 - � sd common face nai� EQUIV. EQUIVA�ENT STRUCT. STRUCTURAL a . Concrefie d �si n is based on the " Buildin Cade Re uirem �nts for Reir� forced Con �rete°' ACI G• Provide wind seismic anchars cat su orts for a ! I roaf oists and trussed rafters. 3 - 3" x o. 13� " nai� I PP 1 „ EXSTG. EXISTING T8c6 TOP & BOTTOM 9 9 Q � 3 - � 14 gage staple 318 as ado t�d b Cha ter 19 of the 2012 IC� C. See nailing schedule, „ � E) EXISTING T&G TQNGUE & GROOVE � � � � � D . Provide solid blackin between roof rafters, trusses and loakauts at al ! bearin 94. Continuous header, two pieces tsd common is o.c. niong edge b . Struetural concrete shall hav� a minimum 28- day camp�-essive strength af 3C}0� � si. � � EXP . EXPANSlON T. O. TC7P (7F c. Cancrete shall b � propartioned using Type I - I ! sulfate- resistant cernent. Admixtures cantaining locatians. Blocking materiai sha ( I mateh rafter, truss chord, or lookout materia{ . � s. Continuous header ta stuc� � - sd common toenail E� T. EXTERI �R T. �. C. TOP QF CC}NCRETE �. Wind 8racing: 3 - sd comman toena'! F. D . FLO(JR DRAIN T. O. F, TOP OF FOOTING chfcaride salts shall not be used . 19. Rofter to P►ote a » D . Exterior p ( ywood or OSB wal ► shec� thing is required unless specificolly deleted by 3 - � x a.� �� nai� � pTN . FOUNDAi10N T. O. L, TQP OF L.EQGE d . Gald weather concretin roceduras shall be rovided as reccammended in the ACI Manual of (ses sect9on 23as.t0.� , Ta61s 2308.90. 1 ) n 9 P P en in881'. 3 - 3 14 gage stapls Cancrete Practice. � FLR . FLQOR 1'. O . M . TOP C?� MASOI� RY 23. Built-�.ap cQrner studs 16d common 24" o.c. FRMG. F'RAMING T. Q. W. TOP OF WA�L e. Anchor bolts for beam and column bearing plates shall be � laced with setti� g templates. » � ,. f. Ex ansion bolts ar� d e ox anchors shall be located at a minimum of 6 bolt cliameters from �ENERA� RE,�UIREMENTS: s x o. � �� naii � � o.�. FTG. FOOTING THRU THR4UGH R P Y 3" t4 gage staple 16" a. c. cancrete edge anci spaced at a minimum of 1 Q bolfi diameters unless nated oth �rwise. GA. GAUGE 7RANSV. TRANSVERSE , „ a . Structura! erection and bracing . Tne structural drawings illustrate tne comp { eted structure 2s. �oist to band joist � - isd comman face naii �,qLV. GA�VANIZED TRTC? . Tf� EATED g . Anchor bolts fior waod sili plates shall be placed at 4 - 0 maximum spacing with one anchor with al ! �lements in their final positions, properly supported and braced . The contractor, in 5 - 3" x o.131 " nai� bolt at 12 from ea�h end or carner and a minimum of twv anchor bolts per piece. the ro er se uence, shall ravide shorin and bracin as ma be re uired durin construction 5 - 3 � 4 - goge stapfe GEN » �ENERA� TS TUBE STEEL GO`UMN T� h . Goncrete floor slabs on grade cand on metai decking or plywood 'supported by framing shal ! to t�chieve the final comple ed structure, � Contact st� ctural engineer� for consul ation ( nat in N4TES: G. L.. GLUE- �AM TYP . TYPICAI� �'`""� have sawn or taoled contre�l jaints at cr maximum spac�ng af 1 C - 0 in each direction . �ocate �ontract as re uired. GYP . GYPSUM f GYPCRETE U . f� . O. UNLES� NOTED OTNERWI5E �- C4lltrOl aints Ct1Ot� C�IUPT'ttl t'id ll �t �s tNhet"e OSSibI � c7t� Cl �'OVid� SIc1b iSOlqflOtl Qit1 �s around � � For SI. 1 incM = 25. 4mm. 2 3/8" x 0. 113" naiEs and 3" x 0. 13i " nails are standard 8d and 10d Gun naiis. HDR . HEADER VEI� T. VERTiCAL }..� 1 � � �' p � b . Dimensions: Check all dimensions against architectural drawings prior to constructian . Do columns. not scale drawin s. a. Common or box nails are permitted ta be used except where atherwise stated. HQRIZ, HORIZONTAL V. I . F. VERIFY IN FIELD (""�'! i. Concrete coverage for reinforcing steei : � �. stap�es sht�li have a minimum crown wtdth of 7/16 incn. H5S HOLLOW STEEL SECTI �N W. F'. WIDE FLANGE �"'`'"'1 1 . Goncrete ccast a ainst ar� d ermanent! ex osed ta earth.: 3" �• Constructian praGtices: General cantractor is responsible for rneans, methods, techniques, NT. HEIGHT W. P . WA7ERPROOF � � 9 P Y P sequences and procedures for canstructinr� af this project. Notify structural engineer of INT. INTERIOR W. W. F. WELDED WIRE FABRi � � 2 . Concrete expos�d to earth Qr weather: omissians ar conflicts between the working drawings and existing conditions. Caordinate A. #5 bar and smaller 1 1 f 2" 1NV. INVERTED W�� WCJ(7D �� r� � requirements for mechanicai /electrical /plumbing penetratians throug�r structural elements with JST. JOIST W WITH B . #6 through �1f3 bar 2" structurcl enginaer. Jobsite safety is the �ole responsibi( ity of the contractor. Afl methods I� ftING STU � Wj0 W1THOUT �� � 3. Cancrete not expas�d ta weather or in cantact wi�h grdund : used for construction shail be in accor�fance with th � latest editions af the IBCfIRC. � A. S6abs, waEls, jo� sts ( �11 bar and srrralCerj �la-" d. Details not specif€cally shown an the drawings shai � be constructed in a manner similar to the � B . Beams, calumns 1 1 /2" details that are shown far like eonditions. These items shall be brought to the attention of ALL �UMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE- TREATED �UMBER SNAL� hlAVE A {""� the structurai engineer os soan as possible for approval . Approval shali be obtainad prior to SIMPSON ZMAX OR HDG FINISM AND SHA�� BE ATTACFIEI7 WITN FA�TENEI� S THaT ARE GALVANIZED � REfNFORCING STEEL: installation . PER ASTM A153. CONTACT ENGINEER FOR A�TERNATE USE Q� BARRIER MEMBRANES. � � � e. Al ! waterproofing and flc�shing is the respansibility of the carchitect and contractor. � a . Detailing , fabrication and placement ofi reinforcing steel shall be in accordance with the ACI f. It is the responsibility of the contrc� ctar ta contact the structura{ �ngineer at the appropriate CC?NNECTIOh! SCHEDULE TaP FACE J01 �T � 4� Manual af Concrete Practice. time ta perform site observ�ation visits. Observatian visits to the j4bsite by the engineer are b . Except where otherwise noted on the drawings, reir� forcing bc� rs shall Gonform ta ASTM for determination of general conformance with the construction documents and shall nat be � SIMPSON H5 - ( 4} - 8d (4) - 8d �� Specification A615 and shall be grade 6t� except ties, field bent bars where permitted by note eonstrued as inspection . �}g' SIMpSp�! LUS21a - { 8)- 10d {4} - 10d � an plari , or bars to be welded , which shall be grrade 40. g . Though every effort is made to provide a camplete and clear set af construction documents, � c. At splic�s, lap bars 44 diameters. Do not weld ar use mechanical splicing d �vices unless dis�repancies or omissians may accur. Release Qf these drawings anticipates cooperation and � �� Mp �p� �U ��� p- � - {8)- 1 � d (� } - 16d �,,� � M--� specifi�� lly appraved by enc� in �er. cc�ntinued communication between the cc�ntractor, arehitect and engineer to provide the best � SIMPSQN JB210 ( 4}°- 10dx1 . 5 ( 4}- 16d ( 2) - Pt� C}NG �� � � d . At carners, rnake horizontal bars continuous or provide corner bars. Araund apenings c�nd passible structure. These drawings have been prepared for th � use of a qualified contractar � steps in cancrete, provide ( 2} - �5 bars extencling 2' - 6 " k� eyond edge af openir� g or step . experienced in the constructian techniques and systems depicted . EQ SIMPSC}N HDU5- SDS2. 5 ( HOLDOWN ) � °° �` � e. Extend reinforcing steel a minimum of 2' - 6 " thraugh cold joints< Unless specifically located �+ • Existing structures: Cantractor shall be responsible fQr verifying dimensions, �levatians, on plan or details, coardinate caid joint IocatiQns with engineer. framing , faundation and anything else that may affect the work shown on the drawings. F� �IMPSON CS18 ( STRAP) - °' � �,,. f. Wefded wire fabric shall conform to ASTM Specification A- 1 �5. Lap w�9ded wire fabric a Underpinning , shoring and bracing af existing structures shall be the respansibility af the � minimurn of one full mesh �alus two inches. Laps shal ! be wired tagether. contrc� ctor. g . Epoxy ac� hesive fc�r reinforcing dowels shall be " Hilti" or " Simpson " or appraved equivalent r� adhesive syst�ms. Minimum � mbedments, if not speci#i�aliy indicated on th � drawings, shaif be according to the m �anufacturer's specifications. h . Metric bar size canversion tabi �: ��✓ METRfC �1 Q #13 #16 �19 �22 �25 �29 �32 �3�i it� c� - Pau �v � #� �4 �� .�s .�� �� �� #� c� #� � STRUCTURAL WOOD FRAMING: a . Except where noted otherwise, all 2" nominal lurriber, except studs, shall be Dauglas F'ir- L.arch �2 and better, and a ! i scalid timber beams and pasts 3" nominal and wider shall be Qouglas Fir- Larch �2. �.�` b . Studs shall be Stud grad � and better pouglas Fir- Larch or Hem Fir. c. Built- up posts shc�ll G�nsist of douglas Fir- �arch c� r Hern Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows af 16c3 nails @ Ei " on center along each stud. I - JOiST OR l.V� d . Bui1t- u beams consistin of mukfi ie 2x mer� bers shall be nai( ed to ether with two rows af e � � � � � � ,� _ , HEADER TO MATCH P „ 9 P ,� 9 ` � _ ;��� �'£ DEf' TH t3F FLC70R 16d nails spaced at 12 on center, or with two rows af 1 j2 diameter thru - boits spaced at ` E : � � ��� �°°- �-� " �' ` -' Jt�ISTS MTN 24'� on center. � }, $ ' �� � v�°� � �: � �. �. (� �SI{� C18{� �} �J x , P .: � a ,; � � � ; ; � � � � � ,- , e. �'op and bottom plates shall be C�ouglas Fir- �arch or Nam Fir ,�2 and better. Plates placed >. Ty• � ��� ��, �;" � � � '�'�-�� ''�� ¢ � r� W� b MTI� directly on concrete waEls or slab � sha { 1 be pressure �- treated Hem Fir #2. f. , ' � t : / �° � r �' y f. Ledgers attache�i to concrete wali � shall be tre� ted Hem Fir �2, ar if �VL materiai is used , � a ._�C? / µ .� f cr� . ,w:; cr> ! � � -� checked by TdN shdll have a continuous wc� terproof inembrane befiween the cor� crete and the wood . � ' � - � � .;�?°,," _¢ ��, -� ,.�,. ���n,,.,.�� . , �v _I J g . Benec� th solid c�r built- up caiumns noted on plans, b { oeking of area equivalent to calumn � :;&� ; ���s ,� ��'" �`µ�-�-����,. � � , � � � � � 1S81l8C1 ���.� above shail be pravided within floar jQist spaces and in wall spaces b �low . Doc�r or window _�.,� f ��°�"`#°�` �, �trimmers cc�nsisting of a single stud do not require sp �cial blacking in the j�ist sp �rce, °" �,_ � __� . r , �- � h . Except as noted otherwise, minimum naiC '€ng shall b� pravicied as sp �Gified in the " Fastening ��-jw.�� P E R M f T 0 7 f{J 9 �13 Sehedu { e" on the drawings ( 2Q12 IBC Table 2304. 9 . 1 } , i. Balts used for waod framing cannections shall be i� stalled with standard washers and nuts. j. Unless noted otherwise� steei connectors such as those manufactured fay the Simpson - Corrtpany shall be us�d to jain rafters, joists or beams to ather b �ams at fiush - framed conditions. Use a11 sp �cified nails. CQnn �ctor cc�ntlitior� s not otherwise noted shall �atilize 7ype 2 TYPICAL P �.UMBINGjMECHAN4CRL MEADER S � A �,� ; 3 �q. ,' � � ' - Q " U or Type HU hangers of a size spacif'rcally designed far the memb �r supported, as shown in �� the manufacturer' s publish �d fiables. Contact structural engin �er fo� details as re� uired. k. Wood naifer plates installe� on steel beams or cortcrete �a! ! s far top - flange hangers shall be ripped te� match the width of the wa11 ar beam flange. Nailer plates sup � arting tap fiange SEE FRAMING PLANS hang�rs from ane side only sha � { be install �d fiush with fhe face of �vall or b�am flanqe cafi FOR HEADER SIZE the hanger lr�catians. I . Manufactured ;oists shall be from an approved manufacturer and shall be equivalent in Ic�ad carrying capacity and deflectian criteria to BCI 6500 and 9C3 series jaists in the d �� ths c�nd spc� cinc� s indicated on plan . Provide biocking , bs-acing , web stiffer� ers and oth �r accessaries as PROVIQE A MINIMUM ° �h ��.� required by the manufacturer� OSB rims sha( I be �PA Perforrr► ance Rat� d Rim Baard mc� terial . (7F �NE KING STUD , rrr . �arninat�d veneer lumber (LVL) shall ha�re the follc�wing minimum properties: aR AS SPECIFI �D QN 1 . Flexural stress _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 26Q0 psi PLAN 2. Modulus af eiasticity _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ... _ _ _ _ _ _ 1 , 900, 000 psi �-*--------- P �STS SPECIFIEQ QN PLAN 3. Tension parallel t� grain -- _ _ _ _ _ � _ _ _ _ _ - - - - - _ _ � _ � 850 psi IN171CA7E TRIMI�7ERS ONLY AND 4. Compression paresllel fio grain _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .._. 2310 psi D4 NQT INCL.UI� E KING STUDS 5, Compression perpendi�ular to grain (paralle! to glue line) 75C1 psi 6 . H �rizontal shear _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 285 psi 7. Connection of mu { tiple- member beams: A. Tap - laaded beams , i) Fvr rryembers 12" de�p ar less, nail each member to the next witt� 2 rows of � TYPICAL WINC70WjD04R MEADER SCALE : 3j4" = 1 ' - Q " 16d nails at 12 " a. c. S1 � o � �� � 07 - o � . . �a,; �° � ;�� ���" . ' � �`iau,.;3�A��{,�4[oqQ. ��,+�` �' ' f�°.���0�' � k��wS�� . 1 �T��� � . !! . �� O ��� ��� x _ 5 �f �� .. < � .. +� � ���"�� b � � �. � � � , ta� �� `i � �� �� . 2 1 r � r,y�rr 'c ����Vd };l4as`B°��� C3 ( V. I . F. ) 1 SIMPSCtN HDU5- SDS2. 5 07/09l13 T. O. W, = 99 ' - 9 %. ° �� HO�DOWh� SIMPSON HDUS- SD52. 5 T. O . F. = 89 � - 93�4 r HO�DflWN ._..� ___._ � ____.. ____ ..� � � c �, r, 1 �' r7 � S2 � _ �tr� a' I I � .� � ._.__ _____ __,__. � ^ � � � a � U � -----) � � 90' - 33,��_ d" °0 � ' j j; Z -� °.-�.' o � _ : € , � � � � ��Q S�AB � ;� � o� r� -----� ' I ' ` ' ` � D TYP , I ( MATCH EXSTG. } �} a � � a � � � ; � � 100' - 0 } � � � i � � ►— � " i I = � � � T. O. P �Y D . E � = GONTACT ENGR. TQ I � 6 " � CONC. �SLAB REINF. W/ ( � � Q � ' ( _ � . {M A�C H X S T G. } ; R E V I E W E X S T G. ` � � ` #4 s C� 1 2 O. C . (C E N T E R E D} � ( � I D W L. { N } C O N C. W A I.�S T O ( E) E,_, � � ' � ' j � C4ND171flNS UPON ( � ____ � _._._ � �. � _..v � � ( W/ �5 DWLS. x 24 EP �XIED J q� ; � � � 5 „ � I L _ _ _ _ � I� ; � ; EW 2x10rs C� 16 Q. C. � � € �`` DEMOLITION �. .� � � — �. � � � � �. 9 � u. � � � „ „ " � � I I � � � _ � � � � I � � �-- -- � — ____ -� v � � �:_. � � � � � AND ( 2 } �DW�S. � N F � ,� TY�. C� z ._ t7� 2x6 STUDS C� 16 " Q. C. � i � � � � � ` � � �} jTYP . � � ( � ( I ' _ 3 �� � ,� � I � � � � o0 .-. � — — —I � ( 3 7 �4 3 - 2 CUT NEW OPENING � ( � � - r�- � W j Yz PLYWD . C1R OSB �-�- -� — � ( 3)�2x1 �, .- ._._. _`•_ : � � � T � a,� SNEATMING � '; .� � �_ �---'=--��,_.._. � _:_ .� �, ._ A �_ � s _ � �. � � I ! { V. I . F. } ( V. I . F. } AS NECESSARY � ( � � � o0 „ >x , :, E � � � � . . � � � � � � � � I r� .� " o Y� � x1 � a. e . s r� �s o. c. IN i I : I G � I I � �U � c.� CONT. TREATED 2x10 R RIPPEC7 I I : . : � I i I ( � ��' _ ��� ( 1 � � � _, T Q M A T C H F(� T N . W A�.� , I ( : G 4 N 7 A C T E N G I N E E R ; Y V I T H I I ( � \/'' -'�' Q 1 �0 - Q � : EXSTG: JOIST.': DIMENSIONS : ` I � T. O. SLAB � ` i in ci > �� ' -- s �1a� _ I I ; . � T� . l I � ( � T. O. PI�YtND . `fi ' � FOR H�A�3GER CQNN �C ONS, ` � I � � ( T. t?. "N. � y I ( � : TYP . : = I � , CUT NEW OPENING I I � � � Q �D T�tP . I I ; . . E � 1 I � � � � � I I „ > . ,> � � 1 A S N E C E S S A R Y I ij ���i�'�`rf�' �/� ' ` ( � ;�, € EXSTG ; 18 TJI s C� �24 0 . � . ' �; „ : I � ( � � �. �. � __._ ._._.._ � � � � ____ � � I � { ���� t> JOISTS �ER Pi..ARJ ( I . � � � ( — — — — — — —� � �,�- _.. � ._._ ..__ � _{ �.� . : l � � . ._. .� .___ � � _ _ _. _ — —� � � I1 : : I � ^�v�� � � � � � � � �v a . . � � I 1 � : � I I � � � � I ! � � � I � � I ;� � � � < . ._ . , ,,� �/�- . .... , . ..�.. . . ,.�. . .: �� ;!�'�' .:��"�� ::�� I � � I � 1 I � � � I � � d � � 3) - 2x10 � �' I ( 3) - 2x10 � I d ( PPE ; 1 E ( DRC�PPED ) : : � ; ; ( � � I � 1 I I � i � - +,3! �1) . ! ( : � � : . . : ��_! : I ( � � � ( � i I � I /�, � � E � � ) � . : � � E � �� ( I � � � � �� s re � � "' � � � : � � ( � � � � _._.. � � � � a �� � v�RT. c� � s a. c. � � � : � � . . : � I � I , � � _� : � ` I ( � � � � � I I I � � � � a � � � II � II I : r�� ` � I � ► I I � � � � i � I I � : � ( VERIFY, iN FIE�D EXSTG. ( � � � � � � � E � F�'""" i i � { :cQr� o � �ric�� s w� �.L : ; � ` ( � ► � ( i � � � � � � I � ' I �A��OW � NEW �TAIRS : ; � I I � � � � } I � � �5's CC7NT. NOR1Z. t� 16 " O. C, I � � : E � I ( ( � � � � I � � (� � : I � � � � ' I � ) II � � � #5 DWLS x ° � � ( . . I I 7 I . : u . ' , ' . : ! I � � I � I � � � � r� � 2 0 . �. � 100 — o . ! } � � � � I � o„ i I : . . :z. 0. ExsTC. I I � � ( � � 1 � � ��� � "� � i I : � �.�wD .= : � i � I ` (2) - #5' s CONT. Ht�RIZ. " I I ; . ; � I ( I � ( � ( ` � � �� �� � Tt7P 8c B �T. �sa I I = � � . . . ' 1 I � � I I I I � � � � C� Yz" EXP , MAT'�. TYP . I I : �' � I � � I � � � EXSTG. C4NC. � � ____ __._ ____ � FDTN . WA�L � f F-� � „ � � � _ ' ( � I � � � ._ �. � vv � J . J I I I � � � 6 CON �. SLAB PER PLAN � � : . I . . I ( � �� ____. ____ �" � I � �5' s 7RAN5V. Q 16 " C1. C. � 90' - 3_�� � � . � c_' ___�_ 1 I � . � . : � � , � � I � � I � ' � � � � �,, T. O. S L A B : � � I I � � � ._.. � — �................. � 89' - 9f4 r ( MATCN EXSTG. ) 1 — -'�-� � � �4 ' � I I � � � � � . � ____ ____ _..e ..� � � ( � �� , `'� 3 T. l�. �. « � �' a " � � � . � f : � ( � ' ( � I !_ � � � � � .__. � � � _.__ a. T � _i ' P"°'"1 � ` ' a � ° � t � � I I � � � �. ��. � � �. �. � � � I � �� � t�—� a � � � � �%ii.;f,��, I ( . ( I : � I � ( ,. �' `` G �r�` � �r.f � b . . � . ;�,��`�r�`� ''y ( 5) - #5' s C�NT. LONGIT. � I i � �! � I ( � I � 1 I � � . d � ` iif � i ....�.,^ i � 1.: s � -� � � : i i ; ; i� � ( � � ( I I � 2 � �`y` : . . . ' . . : : � an� �� ne � �s � �e�, �� �� ��. ��� � � � _ _ _ ._ .r _ � i � I I I C,� PERIMETER L?RAIN � I � � I I ( : ` ' -` :° ; , �- -� I I � �`*�.. PER SOILS ENGINEER � , _ p„ g,r g„ c� � � '� � �� �;� � � l�1 I � J I II � �, - - -�- _ _ _,.._ - ` �� � /� £¢ k� � > I � � / �i� ��} � ( . . . . . � � � �� � �� � � � � � ,� sp sf p asi � a �� � ��� L. � � k.ufk'^§'c 3A �°' "� """" "'� ��� �� �" � � � t ,j . ���� �,� �„ �o 'e`°^a .� i . . . . . . � ,.,�,,. �� . 4 rt� lf m�� � � SCALE: 3f¢„ � � ' - CY�t } , , � ? w .""._„�� �-.,.�..t.�v , , �� `y�tl �:_ � � �,.a�,� �� � � � . . . . . . � � k"°' ?.,.f ` ai°"'�w '�.m . ' 4x � »»'°x,.-,�.a.nw S2 � � w°...�.yq� � � '�^�wn`a-Y. tircz.-..,.b„y __ _ . , � � �r,,k. !� _� � _ ,_ � - - - -- _. � ,� _._ � � w�,. �,..��w...�� . NC7RTN / N (� RTH �� SCA � E : 1 4 " — 1 ' - 0 " � � � �� � J'–'� � � � �� � � f� � � CA � E : 1 4 „ � � > _ � „ �� � � � � � � � 1� � ( -\ � IV� � t ,� �� �� � � — �; PLAN NOTES PLAN NOTES FQR NEW FRAMI �IG . ��� 1 . ELEVATIONS QF CONCRE7E F(3UN4ATI �N ELEMENTS INDICATEQ ON P �AN THUS: 1 . EXISTING INTERIQR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: T. O. W. = T4P OF CC?NCRETE WA�L 7. C7. �. = TQP OF C4NCRETE FQ4TING NEW PflSTS BELOW ( ORIGINATING FRQM THIS �EVEL OR ABQVE) ARE INDICATED : � TNESE ELEVATIONS RELATE Ta 100' - 0 AS A REFERENCE EI.EVATIQN AT THE MAIN desi ned b MTN EXfSTING POSTS BEL�W ( ORIGINATING FR4M TH1S LEVEL OR AB4VE) ARE INDICATED : � FLO�R , AND DO NOT REFLEGT AGTUAL SITE ELEVATIQNS. � y NC?N - CQNTINU (JUS POSTS �'ROM ABOVE ARE INDICATED: (� � rqw � � Y MT�1 SINGLE STUD TRIMMERS THAT DO NtJ'i" REQUIRE BLOGKiNG BEL4W ARE INDICATED : B 2. TOP OF F(JOTING E�EVATIONS ARE BASED ON �INDING ADEQUATE SOIL BEARING TDN CflNDITIONS AT TH �T DEPTH . CC}NTAC7 EhIGINEER IF �VEREXCAVATION IS REQUIRED . Ch � Ck �;CI b � 2. ALL PQ5TS ARE LABELED AT THE TOP . 3. STEPS IN T4P OF CO�JCRETE WALL INDiCATED: � ��� iSSt� �C� 3. NEW FLOOR SHEATHING IS 3f4�i TONGUE AND GRQC7VE APA STURDIF�OOR , EXP . 1 , SPAN RATING 24 O. G. 4. CQNTlNUOUS CONCRETE F(J071NGS ARE CENTERED B�NEATH CONCRETE FOUNDATION PERMIT {� 7 ,�Q9 �13 4. NEW WQa[7 BEAMS AT THIS LEVEl�, EXCEP7 HEADERS, ARE F�USN W! ?H FLOQR JO{ STS UNE�ESS NOTED ( DR4PPED ) . WALLS UNLESS NOTED OTHERWISE. 5. " " 1NDICATES C�NNECTION TYPE - REF. S1 FC?R SCHEQULE . 5. CONGRETE FQUNDATION WALLS ARE 8" THfCK AND CC}NTINU �US FOOTIRlGS ARE 1 ' - d � THICK x 2, _ 4„ WIDE UhlLESS NQTED OTHERWISE. 6 . EXISTiNG CQNSTRUCTIO�I IS INDlCATED THUS ( ... . .. . . _ ... �, NEW CC}NSTRUCTI4N IS ! NDlCATED THUS ( )• 6 . ALL OPENINGS AND �TEPS IN GaNCRETE WALLS SHAL� BE VERIFIED YVITH ARCNITECT AND CONTRACTOR . 7. P4STS �ROM ABOVE ARE INDICA7ED : 1� 8. DO NOT SCALE QRAiNiNGS. 9 . EXISTING CQNSTRUCTION IS 1NDICATE� THUS ( -,. --.... -- _.�.. _,. _ � �, NEW CONSTRUCTlON { � 1NDICATED THUS ( ) . sheet J JB �1 � {� 7 - �} 5 r �I�C [' (''{-.,�f>j ,{: lr�' � �� �{SM 'KSRj )[J'r, . �""������ ��5«�tpNT��`�rr��$-�j � �� ¢ •,�� • .mt".s9 9� �s ,�" �� �� �� � � e � . � �3 � ��� ,_. � � , . 4 . 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I ° ENSIONS ; I II -� a a �. .�-�.. .. -.. ,. �,- I . . ; EXSTG Jfl ST DIM � � 1 I : : � F4R HAN �ER : CQNNECTIONS, . . : � II � � a: > � � I � � i i I ; ; ; � TY� . ; , : � �� C...�..._._ _..._...... ......_..... .,_,_..__ ,..___.W ._.._....._ ._..._,�.� .........._. ._.._.._�. .._.__.... .... ,..._ _......_.._. �_..._.... .....w__.. ...,._.�.._I ' � . . � , ( � ( ( ( I . � . EXSTG . 18 " TJI ' s C� 24" ' D . C . � . . : ' I) . : : : : i ' : � ...� � � ( � : : : : : ' � ' � �� : e r� �..�}.....� ..._w_. ._.._.�. _...,. _... ���........ _..��� .. ._. ..� �........__ __.._�._ .....�,..._ � _� . ...� ._..,_ _.._.._.. ......�.. _ _...�(.._( . , , : ; : F��i � � I � � f I ' ; ► ll : � � � ,-� � � �� � � : . . . . . � II ____.__ _..__...._ .,..___..� ._.__.._. _.....W_�. .. . . __...._... . �._._._ �.,.__._ �..._��...� �... t_..� ._..._._.. .. , ___ __. _ .� i .�.,_�__� __ . -� �� -� ! 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LS90 � : � I II : � ' .,_ w_._.._ .._.._.� ._._....__ _._.�.._. _ .._ _ .._.�.�... _.__..__ �..��.._ n..W_... �?. . �.. X ' ,p � � .. .._..._� . .._.._ � .._..___ _._. �_.�� I I �, j � � : I II � 1 BUI �T- UP RtJOF �C7l� � �� � . » TYP . PRaPER DRAINAGE I ( I f �- � I � I -� � N � � . . . � (I �� 16d �! A1LS C� 16 4 . C. , TYP . � r� E � ; � � : ; I I) � � PER AR �H . i�. �..t..._ ._._._._. __....w ., ._,W_..._. ..__.__.. _........... .._�.._ ._.._.�... ............ � .�-_.- .... _...._- ._-...,- _...-...- ._.-_.- .,-1..�1 � ° � � :�.. c� : ' � ! � E � _ _ _ _ _ _ _ � � ! � Q � � :._: _ _ � _ _ �.1 II � � � _____ _.___.___._. ... .. sE� A� cM . � � � � I i C Q ' � � _ _ � _ _= II � - - : . _� _. _ _ .� � �r. o. � �Yw� . ! � � -�I � �..�... 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W � � � � � ° T. Q. ; PLYW�. � i �� �� SHALL BE CQNT. ACRQSS : �_.�.,,... ......w.... ..........._ ..__ti..._ ._., _ . ........._ _....... .. ,. .. . . .......,.... ...__..__ .._ v__... ..._.._.._ ...,_.__.�_ ....._..___ .._...�.__.) T. a. PLYWD . ; > ,- ` ` I �I �� PARAPET CfJNNECTiUt� � � ; �--. ..� � - ,. . . ;-� .� __ _.___- I { MATCH EXSTG. ) I I I , J � . . . � (� �} �_�.____. , � � � � ------- ........... ............. ............. ..... ............. ............. .. : � ; � �� � , `° �___; � �_____._._._ ; C� ' �.....) , . .... .... ----- RAF7ERS PER PLAN ,._ G � �.. � . .... .u....�I ..__...�._ _.....w.._ ___�__ ,... _�._ ____. _..__._,__ _�..__._... .LL.K.�j I I � � ' � � : E � II _.._�...._ .w_.__... ._w�._,_. .� .�.._ ..�. _. � � ( RAFTER PARALLEL C� SIM . W/ � € � : ) I I ° � � : .- � ; ' : II . ' ` 1 - JOIST BLK �. 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NOTES FaR NE1N FRAMING : � � � E� � � � Q � � � � � �� � � �j � �, � � ; CALE ; 1 4 „ = 1 , -- C} „ ��� 1 . SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELUW ARE INI� ICATED : H PLA �I N �7TES F� R NEW FRAMING : MTN designed by 2, A�L POSTS ARE LABELED AT THE TOP . 1 . EXISTING iNTERI �R WOQD STUD BEARING WALLS ARE INDICATED ON PLAN TMUS: MTN 3. NEW R00� SHEATHING IS %„ APA RATED SHEATHING, EXP . 1 , SPAN RATING 40f20. EXISTING PQSTS BELOW ( QRIGlNATING FROM THIS LEVEL OR ASOVE) ARE INDICATED : �, draWn by 4 " Q " INDiCATES CC}NNECTION TYPE - REF'. S1 FOR SCHE�ULE. SING�E STUD TRIMMERS THAT D0 NaT REQUIRE BI.00KiNG BE�OW ARE I �lDICATED : � �� g��g�j j� y TDH 5. NEW R40F BEAMS, EXCEPT HEADERS, ARE F�USH FRAMED UhlLESS NOTED AS ( DR�PPED} . 2 . ALL POSTS ARE LABELED AT THE TQP . ISSU �d 6 . EXISTING CONSI'RUCTIf�N 15 INDICATED THUS ( _.,.. ...... ,__.,. .__.. �._ _,_. � , NEW �ONSTRUCTI �N iS 6NC} ICATED THUS ( ) • 3. NEW F��OR SHEATHING IS 314" TONGUE AND GR0�7VE APA STURDIFLOOR , EXP . 1 , SPAN RATING �4 O. C. PERMIT C? 7 f C� 9 ,�1 3 � 4, NEW Wt?QD BEAMS AT THfS LEVEL., EXCEPT HEAQERS, ARE F�USH WITH FLQOR JOISTS UNLESS NQTED { DRQPPED } . 5 " {� „ INDIGATES CONNECTION TYPE - REF. S1 F'�R SCMEDULE. 6 . EXISTING GONSTRUCTION IS fNDICATED THUS { �- - °-. . - �� �-.. _�-.. - ) , NEW CONSTRUCTION IS INDICATED THUS ( ) . she� t JC� B �13 � 7 - t� 5 O N GE [� E �AL. NQTES : � HE � T D � TA � L NQTES : PLUMBINC FIXTURE CtJNNECT10 �1 SCHEC� ULE � � 1 . Q�FSET PIPiNG AS REQUlREC7 TQ AVOID ALL DUCTW(JRK, LIGHTS , AND �1 CONNEGT YZ" CW, �2' HW, 1 Y2" W & 1 Ya" V TO �V. UN {T COLD HOT -� � STRUC7URE . COORDINATE AC.� STRUCTURAL PENETRATItaNS WlTH THE MANUFACTURER & MODEL NO QESCRIPTION WASTE VENT REMARKS � � � STRUCTURAL ENGINEER, ��2 CC�NNEGT �" CW, 3" W & 2" V TO WC . TAG WATER WATER � U � � � � LV LAVATC?RY 1 -1(2" 1 - 1 /2" " /2" 1 /2" - ""^' �' � � qp .,�... 2 . ALL, PIPING PASSING THRQUGN PIRE-RATED ASS�M�L.IE� SI-#A�l. INC�,Ui�E � CONN ��T fa" CW� a"' HW� 2° W & 1 Yz" V TQ SH . � N '� �""� CQ A FIFtE-RATEC7 PIPE iEALANT RATED TO MATCH '1"HAT C?F' `T"I-f E ASSEMBLY. � KS KtTCHEN SINK 2�� 1 - 1f2° 3/4" 3/4° � (/) � Q � 4� CUNNECT 3/4' GW, 3/" HW, 2" W & 1 Y2" V TO KS . P�UMBiNG FDCTURESPECIF(CATIONS & HARDWARE SH SHOUVER 2"' 1 - 1f2" 3/4" 3/4" - � `''" ."� � 3. INSTA�� CLEANOUTS AS RE4Uf RED PER SECTlON 7�i8 OF THE 2012 IPC . � SELECTION TO BE BY THE INT�IOR DESIGNEI�. FD<TURE � � O � C� �5 CC3NNECT 12' HW & � Y2° W TO DW. INSTAL� INQIRECT WASTE ALLOWANCE NOT TO EXCE�D TFiE ESTEIBLISHH� _ � � p � � � CWB CLOTHESWASHER BOX 2" 1 - 1/2" 3/4" 3/4" 4. REFER T� ELECTRICAL P�ANS FOR ELECTRICAL BASEBQARD AND HEAT CC3NNECTI �JN TO 7NE KITCHEN SINK P�R TME MANUFACTURER'S BUDGEt. L� � r- . . MAT �QCATIQNS . INSTALLATfON { NSTRUCTlQNS. pW DISMNASHER 1 - 1 (2" - - 1 /2" - � � � N � � �i CONNECT �fa" ��N, 3/" HV'J, 2° W & 1 Yz'� V 70 CWB . � � � � LL .`...... WC WATERCLOSEf 3" 2" 1t2" - - � �,;, ;;.� �' ,�^� CU ZURR4ZN1400 CLFANOUT VARIES - - - � f � t 7 � EXISTlNG PLUMBING E�IPING i O REMAfN . INSPECT FOR INTEGRITY, Q� J ,Q N `��' � �`�"� REPLA�E A� NEGESSARY, AND REC{�NNECT TO NEW FIXTURE. tNCO ZURNZ1441 WA �l. CLEAN OtJi" vARIES - - - - � ,�j � � � � COTG ZURN Z14fl0 GLFAN QUT TO GRADE VARIES - - - LOCATE W�THIN 5' OF THE BUILDING . � � d � CX7 � '�— W � rd-- �` W � J � a OR EQUIVALEN ('�j W ,� C!) � �� EXHAUST FAN SCHEDULE ,� _ .� � UNIT MANUFACTURER & TOTAL FpN ELECTRIGRL DATA � ��5� OPER . � TAC MODE� NO. SEftVICE LOCRTION TYPE CFM � pM ��P {IN) POWER VI PH / Hz LEVEL W.�. ��g�} REMARKS � ,� � � � {SONES) � � � � � PANASONIC HUUSE UPPER �EVEL '� "� � � � EF- 1 CEiLiNG 257 990 0 .25 62 W 120 / 1 I60 2 .Q 18 .3 INTEGRRL BACKDRAFT al�MPER , INTERLOCK WfTH WA�L SWITCH " �' C� FV-30VQ3 VENTiLATION HAL� CEILING � � � Q � � � �X � m � � �,,���,-��� , p�$ � �,� >?� ��SF�� F"� �: j^+4 % ['� !y�t4�Sl'�F���� S�k'�' �,�.,\��' . � CS �F` 'i�i. �♦• �?^�t h � '� � .nd �a Y � ��' `� +. � Q i �y�'8 �V d�"A?� , ��i}�� 5yr'nuw�or �,a^` \ .� r t �" ! : . `� 2 ���4��f�� . � ,..:w � . ...✓.';'" � �;� ,,,� .,,,.�, »:c�-�: �` .� t� ��. � � d��,`*��� 4? t.t �° . . '�' .^'v �µ�w 5 ;,s. . :y,. r�k. .w . Tt .jy . ! t 1..," �.,- .''+`� ,, ,�, yf� ��y� . 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Ah1D �"EF�MfI�A7E 1NITH $ < : ; ; ; < ; � . _. .. _ ;.. . > :: �iALL ��P: M1�I �TAlN �' V�RTiGAt��AND ` ' R� _ _ , : , � ; , , ; , N� , , ,, . .. _ ,. ; ,��<. ,� �"�=fl'�"�t1��?K!'T'J�L""�L" � ".�'C7=ALL ` 4 ; _ . . > ; ` ,. ,� , ; , ; , . : ; , . ... . ; . . ` ' C? . PERABLE WINdC3WS W�� � � . : � ._ . . �. -. . ... . ... < � � _ < ':...... ; , . � � : . , .. , , , ....,.� „ , > � .� , �� � � , , , ,:,. . ;;; , . „ ���� ; , � , . : ; < ; ' , . ,.; ; I � � .. ..... . .. . : . •� .: .� .. � � . ::.: '...- ': : . ._ . . _ . . ......... ......�-. �t� . . .. . ......._..�. � s ..nee.. � .: .. .�..v . : :.. � . ... . . . �.. . � . . . .. . . . ; � :. �.. ' . . " i � .._ i i.,.. . . . ..�. .. � :. �.. 'i . .... _..... : 1 j ! J . . .... � : �� ...:......�. \ . .._.. � � ., 5 1 • ' � .. :: � . . ., . _ . . . . .. .. . . ...� i. .. .... ��. : . ..... .. ; .. :. ' � ; Z� > : . .. . . . . ....._... . ...... ... . . ..... . . . . . . . . . . . . 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PERMIT _........ . . .... .. . . �. . . ... � � �� : .__ _. .... . _ . _ .. . . _. . _ _ ._ . _. .. � ,� � �.._�n.vu ��� ���s�.w . . . _ . .. . .. _ .. . _ .. . ... . . � .. ,: . , , � , . . _ . _. . _ ..._ . . _ . . .. . . ... ...... . . _. ..... .._ .... .. .. .. � '... .. . . . . . .. . .. . . _._ .: ; �� , ; . �� t ,� . �� �� ° 1 � �� �m �,.�� .�a_�.� .a .7_.. ,, � � r � ; ,; _ . .. , _ __ . . _._..._ _ . >. , t _. . _ ; _:v ; <: : . . . ....... �.... ....... _... .. ... _ . . < _ .,.. ........ . .. .. , Drawn By: � Checked By: KBW TQC ��I� t�:I-��.�I� AL � PL,�.Tl��IB I�� NORTH N � RTH �I c� �-rr� PL,.Al`�T � � � � � � � � �� � � �� � � � � I� � � �� V � � �Y1G� �vrH � �� � � � � 1 „ � , � SCALE 1 /4 = 1 -0 SCALE : 1i4" = � '0" SCA�E: 114" = 1 '0" � � � � � � �� �� � �� � SCAI..E; 1 /4'� = 1 ,0„ !► 1 Uf 1 9� COPYRIGHT 2Q13 ARCHITECiURAL ENt�iEEtaNG CONSULTANTS, �NC, O Ct) TYPICAL8'0" CEI �ING � � � �, T � � �� � � � � � � � ELECTRICAL �► F' ECIFICATIC� NS r «� (NOT ALL SYMBOLS REQUIRED FI�R TN3S PRt3.lECT) 14. E�ECTRICA� DEVICES L . All cable hangers shall be no more than 48" apart. Gontractar shall be ,,,� O � � • familiar and install in accordance with all applicable cades and standards , � � � A. Gonvenience receptacies wil! be 20 amp, commercial grade T- \�� Q RECESSED OR SURFACE DOWNLIGHT ABBREVIATIQNS � . G e n e r� I Req u � re m e n �s including NEC , EIA/TIA 568, 569 and 606 , and federal , sta#� and Eocal COdG'S. � N � � � dacora style . Finish per owner or architect. �y � � �}-1 wA�� nnouN�rEO �iGwT FixTURE Care must be taken to ensure cables are not kinked , bent beyand limit, r`tC - ABqVECOUNTER � � O �y � ra�c�sseQ r-�.uoa. u�Hr �ixru�� AFF - AB(JVE �INISHED FLOtJR � � uCOPE: Furnish ail materials and labor required to execute this work B . �ighf switches wil ! be 20 amp, commercial grade, averloaded , over-cinched , crushed , improperly untwisted , etc. � � C7 (,? , �+a AFG - ABOVE FIIVISHED GRADE as indicated on drawing and as speclfied, as necessary to complete the decora style . Finish per owner ar architect. �f} � �v3 � AHJ - AUTHORITY HAVING JURISDICTIdN � U� C � Aa SURFAGE FLUOR. LIGHT FIX7URE contract. Elec#ricai work shail include, but not limited to, these major M. Na expt�sed wiring will be accepted unless approved in wri#ing by the � h„ MA1N CIRCUIT BREAKER & AL - A�UMINUM C . Dimming switches will be a minimum of 640w or as noted . � � C? � FIXTURE DESIGNATlONS: CU - COPPER items: engineer. Cabling shall be in the wall, above the ceiling ar where exposed , > Provide decora style finish per owner ar architect. � � C� O � BRANCH CIRCUIT BREAKERS UPPER CASE - FIXTUftE TYPE EC - ELECTRICAL CONTRACTOa � L-- �OWER CASE - SWITCH DESIGNATIQN EM - EMERGENCY enclosed within cab(e trays, raceways or conduit, as specified , t 1 '� � � MAXIMUM MDUNTING NEIGHT A. Camplete wiring system for new light+ ng and pawer as shown , D . All maunfing heights will conform to ADA guidelines. Typical recept�cle �►•�� q,� GC - GENERAL CONTRACTOR ,� �� � � IS 79", MIRlIMUM IS 18° . SNADING ON FIXTURE INDICA7ES EMERG. BATTERY BACKUP �NO - c�zour�o including new panelbaards, new conduits, new wires, new wiring heights will be + 18 AFF and switch heights will be +46 AFF N . Alf cabling shall be bundled and properly secured and terminated . � � � �-- � GFI - GROUN� FAULT 1NTERRUPTER devices new control devices, etc. for a complete lighting and unfess noted otherwise. � � � X �---a FLUQRESGEt�lT STRiP FIXTURE ' � � � _--. MC - MECHANICAL CQNTRACTGR � �^ CU � D �' and power system. E . Provide GFI type receptacles at kitchens, bathrooms, Q. The warranty set forth far this system shalf cansis# af a full three {3) years • - '�3 .�, 1_L. -.- � f-z�-�-{ TRACK �IGHT AS NOTED OR SCHEDULED NIC - NOT IN CONTRACT $� +=� Q} c� N� - rvi�Nr LicHr garages, exterior etc. as required by code. from the date of praject compfetion . The contractor warrants the system to be � s- � � (T� =`� tu��� wA�HeR NTS - NOT TO SCALE a . Complete fe�der(s) instalfation as required for new andfor � � U � i�� ---� F. PrQVide tam er raaf rece tacies at all residential free of defects af workm�nship ar products and will inspect and repair the � �: p � C_1 � C_I POLE-MQUNTED FIXTURE PC - PLUMBING CON i RACTOR electrical appara#us as shown on single line diagram and P p � s stem durin this warrant eriad a# no additianal cost #o the owner. The � --� N �I � � O REF - REFERENCE y � y � - � � � POST (BO�LARD} FIXTURE drawings. areas as required by cade. � t,i") � UG - UtVDERGRt7UND warranty periad shall begin at the point of system acceptance or beneficial . � �S g � � (� ^ 6�J STEP LIGHT UNO - UNLESS NOTED OTHERWISE "I �. SUPPORT h e � b . Compiete branch circuit wiring required for the connectian of use, whichever comes later. � � r,Q � tCS � UTP - UNSH3E�DED T1,NISTED PAIR L� • c- �? CEI�ING OR VWALL MOUNTEQ EXI7 �.IGHT emer Al1C 11 htin and exit si ns to existin emer enc stand /�. SU ort ail electrical e UI ment inde endent of accessible ceilin S c�S � . � � � � �,.� WP - WEATHER PROOF 9 - Y 9 9 9 9 J Y pp q p p 9 L W =-' �' by power system. required by NEC. [� W , EMER�ENCY 8Al"fERY LIGHTS XFMR - TRANSFOR�.�ER -�-+ � � +18" - MOUNTING HEIGHT TO CENTERLiNE � '�' � �ti;,/ T� � DUPL�X REGEPTA�LE @ 18" UNL�SS NQTED OF DEVICC AFF OR A�G �" � '� � � �, � D(7UBLE DUPLEX RECEPTAC�E @ 1 $° UNLESS NOTED 2 . Complete provision , installation and connection of lighting fixtures, 16. ELECTRfCA� BOXES (�j � � CI,� � � � Q �LUSH FLOOR QUPt��X RE�EPTAGLE FiR� AU�Rt� sYS�'EM exit signs and lamps as specified and as shnwn on drawings. A. �t fire rated wall space electrical baxes at opposite sides of the waN �""' � '� � oQ FINISHED FLQQR � s��caA� ourLEr �s r�oreo :� F�cp FIRE ALARM CON7ROL PANEI 3 . Fire afarm system will be by electrical contractar. no less than 24" horizontal distance. � � T' � �- t� NQ � � DUPLEX REC�PTACLE HRLF-SWITCHED @ 't �" UN�ESS NOTEO ANN FIRE ALARM ANNUNCIA70R PANEL t} , �p�}p�etg COt1C18Cti011 Of HVAC/PIUfTtI7lCtg !'ilQtOf�5�, water heater{sj, g- When phane , TV & power receptacles are shown an plan next to each other. C.� '� ,<? � � � POP-UP f2EGEPTAGLE � FIRE ALARM PUI.L STATION equipment, etc. furnish by mechanical - refer ta bath electrical and �ocate respective rec�ptacies next to each other en site with no more � � � �. Q � TELE-POWER POLE p4 a�Rr� �oRrv oR sPEaKER and mechanical drawing far scope and work and additinal infor- than 1 " seperating cover plates. • -- � q} �� � � �� � � �� � � � �� ��-{ MUL.TI-OUTL�°T' PLUG .STI21P �a COMBINATI4N HORNISTf208E OR SPEAKERfSTROBE � � � �" � � � � il'IatiOtl . �„� `� Q �. �-- J� Q J�}i JUNCTION BQX IN FLOOR, CFt�ING OR IN WAIL A H THEftMt�L NEAT DETECTC7R � . C at � VV � r� n g Re q u i re r� e n ts � 7R' COMPUTEt;tTE�EPHONE OUTLET IN FLOQR OR WALL 41 SMOKE(IONIZATION DETECTOR � � � (� ' �� � �� � /� Lj � �� 5. Provide graunding and bonding Facilities . Q a � V � ���� ,,,,,� � TELEVISIC7N OUTLET pt P PHOTOELECTRIC StviOKE DETECTOR A. The cabling for voice and data must be continuous, hOtll2 CUII , non-spliced , m � 7ELERHQNE BACKBOARD • HtP HEAT/PH4TOELECTRIG SMOKE DETGCTOR 6. Complete al( electrical demalition as required . 50Q tulhz or better category 6, 4 pair UTP as applicable. Acceptabl� NOT TO SCALE CpNDUIT RUN CONCEAi�ED 1N WAL� OR ABQVE CEILING �S �R RUCT DETECTOR IliatlUf�CtUPBCS IiIC�Ud2: �@C�(-TBk, Belden, Lucent or equivalent. t� NOTES: ----;- CiRCUIT HOMERUN (F� SPRINK�ER SYSTEM FIQW SWITGN 7 . Core dril(ing and patching of existing building structure required for a- 1 . HEIGFITS SHC}WN ARE TYPICAL Tt� CENTEFt�INE (�F BOX � � v coNt�uir RuN sE�ow F�.00R oR �wao� MH° SPRINKIER SYSTEM TAMPER SWITCH electricaE work. Core drilling shali folfow Building Standard procedures � . Data cable will be colored blue. Voice cable will be colored white. UNI�ESS NC�TECI OTNERWISE. � and canfractor shail have written approvais fram buiiding awner prior � CONDUIT STUB-UP - CAF & MARK �� sT�aaE C . The terminations a# the station lacations must be �ate o 6 T56$f3 AT&T r�����°�"��-��� 2 . DEViCES AB011E DOC?RS SHALL BE CENTERED BETWEEN TflP 9 rY � ) ��- ,v r K�k LIGHT SWITCH AT 46" UNLESS NOTEfl D SMOKEIFIRE DAMPER CONNEC714N to start of any work. ° y,��} r ti � � €" , �, O � DOQR TRfM AND CEILiNG �INE. � � modular RJ-45 , 8 pin , 8 conductor, Hubbell , Leviton , or lucent ar equivalent �„ � � ` �: ,� SUBSGRIFTS: � � , �� � , x � .� REMO7E INDICA70R �IGHT $ . T@St Of 2Ctt11'8 S St@t7l ailCf W4fk. BCkS, IlI��C�i faGB �8t@S �O OWBI', GOIOf COt�G'd f01' VOIC@ arid t�2td, I71atCh t0 ` ` � � � `� s F ;� 3, MQU (VTlNG HEfGHTS SHOWN ON ARCNITECTURAL E�EVATI {7NS 2 = 2-pUIE SYVITCH Y 1 P p �, �� ,$ , ^ � AND Nt}TED 01V ELECTRICA� FLQOR PLANS SNALL GQVE4�N 3 = 3-WAY BWITCH s�cuR�TV svsTEr� cable . Qutlets will be securely held in place. ���:` _� � �< �`� "`"`" "` a = �a-w�aYSwircH 9 . O eratin M � `'� ~��"%``"� � '° ' ` tJVER THQSE SHOWN ABOVE . p g , aintenance and identification instruetions manuals, if M = tdtOTION-QPERAT�D SWITCH ^�� ^� � �'�;�,��: �'�/� � ?� 4 . F('� R CEILING HEIGNTS HIGNER TNAN 7"2"', INSTAI.L FIRE ALARM K = KEY-OPERATED SWITCH oc CONTACT DOOR SWITCH IN JAMB QR HINGE (�atCh (�81161S Wil ) be (�1'OVid@d . °'��� ' ` � any. D . Wall maunted � ..� � ,� �{ `,� ` `°'"c ' � � w NOTIFICATIQN AUDIO AND VISUAL AF�PLIANCES {�7 8Q°AFF TO = THERMAL QVERL4AD SWiTCti �}P Q (NTRUSION MOTfON DETEGTOR AS SPECIFIED, CORRIDORIROOM "� '�� ;�t r� �. ;�: P = swirc� wirw piLOr u�H�r c oft � 10. PERMITS AND FEES : Obtain and pay for all nscessary permits, inspec- ;; : ; � '' ,� OTNERWlSE INSTALL AT 6°' BELtJW CElLING. E. All cables wiil be labeled with �eif-laminating labels at each cable end, at each M . z* � �v D DIMM�R SWiTCH WI WATTAGE tions, examinations and fees or charges necessary for executian and �� � 5 . Mt�UNTING NEIGHTS PEFt IBC 2QQ9 ANO A�A CODES � Q KEY-OPERA7EDACCESS SWITCH patch panei locatian , and each wall/ffoar faceplate tha# has �n�iring installed . � ���y�,-,, � �A � �� � PUSNBUTTON CONTROL STATION �°,c� SURVEILLANCE CAMERA cample#ion of electrical work. Coorcfinate numbering scheme with owner. ��'�r��;������;,���� � PC PH070ELECl`RiC CEIL TS TINtE SW�TCH DISTRiBUTIpN EQUIPMENT SYMBO�S 11 . REGU �ATIC3N � AND COdES : F. Provide plenum rated eable when required by article NEG 300-22 . � THERMOS7AT AT 60" UNLESS t10TED -�'^--- Di5:.ONNEG7 SWITCH A. A�}�IIC&bI8 CQC�@S: RI�t1011aI EIGC�fIC COtI6 {ZOOS} DIVISION 15 EQUIPtv1ENT -..rti- �usES Confarm to the pravailing edition and amendments thereto afi the G . All cabEe aboue the ceiling must be #ied and properly supported with �� 0 FOOD SERVICE EQUIPMENT ^ c�acuir aREaKER Town af Vail Electrical Code, pertinent RtFPA publications ind�pendent hangers. Cable "draped" across ceiling #iles is unacceptab!�, In -�- CURRENT TRANSFORMER and to the requirements of Federal , State ar ather City agencies the case of "hard" drywall ceilings, adequate support shali be accamplished coMMUNic�TioN s�srEM where reasanabl ossible . �� `x`�`{`f TRANSFORMER having jurisdiction . Y p Q �+ SPEAKER IN CEILING OR WALI � �E�.�R 12. SHOP DRAWINGS AND SUBMlTTAL: H . Route cables so as not to exceed 90 met�rs in length . Bidder will i�entify any QV -t VOWME CflNTROt_ AT 60" UNLESS NQTED B( tt4AGNETIC MOTOR STARTER C�ble CUtIS GXG2@CIIi1 90 meters and rovide solution to meet the 90 mater � �h� M MICRQPNONE OUT�ET !N FLOd�c QOX OR WALL A. Contractor st�all subrnit shap drawings for engineer review and approval . 9 P � [p-, �iscer�rv�ci swkrcH requirement. �.� G CALL-IN SUVITCH �l '�t' FANELBOARD OR LOAQ CENTER, FLUSN OR SURFAGE MOUNTEd B. Shop drawing submittal shall include: �y /� �B PROGRAM BELL C,'��_`"'�� SWITCHBOARd, MOTOR GONTROL CENTER OR DISTRiBUTiON BQARD 1 . Ali wiring shall be pratected from moving mechanical or physical contacts . , �� 1 . Lighting fixtures. � 'Li� �rrTE�conn Cabling shall be free fram tension at bath ends, as wefl as through aut the �r TRANSFORMER 2 . Panelboard{s). ��� Q G�°c�c ----{p� GROUND length af the run . Splices and bridge taps with cabling are strictiy prohii�ited , a[� AMP�IFIER F.� GIRCUlT BREAKER 13. CONDUIT AND WIRE: Wiring is to be run in cable tray and conduit where speci�ed . . Q MOTOR OUTLET A. C£}NDUCTt�R SlZES ANQ TYPES: For sizes #1 /0 AV"JG and larger, use ,� , Ail connections of twisted wiring sha{I be made in such a way as to minimize �� � �■� �rs AuTO�nATic �RaNS�E+z swiTCN coppper TNW ar aiuminum XHHW, Far sizes #1 AWG and smafler, use only the extent in which each twisted pair is unraueled at the point af its physical � copper wire with 640V insulation , types TW, THF{N , or THW - stranded in #erminatian . Na more fhan . 5 inches of exposed untwisted pairs shali be � "C"'�"" /C...I.� � sizes #3 and {ar�er, salid in sizes #10 and smalier. Contral wiring shall be #14, present at these locations. � stranded . Use type THHN for wires entering or passing fhrough fluorescent lighting fixtures. Aff mators shall be wirecf with co�per conductors only. K. Cable bends shall be no less than eight times the cable diameter or 1 .00". � � � 8 . MC cable permitted per lacal codes. Run hard pipe from panel to local Cables are ta be kept a minimum of 6" from power lines, electric mators, � junction box , and run MC cabie fram junction box to device . fiuorescant fixtures or heat generating devices . ..�� �� � 1 . WALL. ASSEMBLY - THE '1 , 2 , 3 C?R 4 HR F1RE-RATED GYPSUM WALLB4ARDISTUD WAL� ASSEMBLY SHALL BE GONSTRUCTED OF THE MATERIALS AND IN THE MANNER DES�RIBED IN THE fNDIVIRUAL ...�I 1 a U30Q dR U400 SERIES WALL C7R PARTITION C7ESIGNS iN THE UL FiRE RESfSTANCE DIRECTORY AND ��I' �� (�"� �' � SHALL [ NCLUDE THE FQ�LC?WING CONSTRUCTIt�N FEATURES : �y� '�'� � � A. STUDS - WALL FRAMING MAY Ct}NSf�T UF EITHER WC7flC? STUDS (MAX 2 HR FIRE Rt�TED QUANTITIES PER Fl_OOR PLRNS I.� ASSEMBLIES} C?R STEEL CHANNEL STUDS. WOC?D STUDS TrJ C(7NSfST UF NOM 2 BY 4 IN . (59 BY 102 \ � T *� u � " MM } LUMBER SPACED 16 IN . {406 MM ) C7C WlTH NC1M 2 BY 4 IN . (51 BY 102 MM ) LUMBER END PLATES C,.� � � �1 �� �� L � � d �. \.,�+ � � � � 1 � �� � � � �.�� "'""� AND CRQ58 BRACES. STEEL STUQS T(� BE M ! N 3-5/8 IN . (92 MM} W11�E BY 1 -31$ f �l . {35 MM ) DEEP � CHANNELS SPACED MAX 24 IN . {610 MM} OC . THE ELECTRICAL CONTRACTfJR W1LL PRC7VIDE A WALK THROUGH WITH THE l■�� � B . CYPSt7M BC'�ARD * - NOM 1 /2 C}R 5/8 IN . ( '13 OR 16 MM } THiCK, 4 FT. (122 CM ) WIDE WITH SQUARE OWNERIARCHITECT PRIC3R Tt� �INAL ROUGHIN AS FOL�tJWS : � � QR TAPERED EI�G��. THE GYPSUM WALI.BQARD TYPE , THIGI�NESS, NUMBER OF L.AYERS, FASTENER • CONFIRM ALL LOCATIOI� S Ft�R LIGHT SWITCH �S; ADD THREE WAYS IF ��;� TYFE AND St-fEET ORIENTATiQN SHALL BE A5 SPECIFIED ! N TNE 1NC} IVIDUAL U300 QR U400 SERIES CC}AX RECEPTAC�E IN SINGLE FdUND NECESSARY. ��I� DES (GN IN TNE 1JL FIRE RESISTANGE DiRECTflRY. MA?C DIAM C?F C7PENIREG I5 26 IN . (664 MM ) . „ +� REVI �W RECEPTACLE LOCATIQNS� MQV� AS l�EQUIRED . PRC3V1DE ��� GANG BOX @ 18 A. F. F . UNO UNIT PRICING IF AC�DITIO�IAL RECEPTAC�ES AR� REQUIRED. ��°�"� 2 . 1`HRC�UGH PEN �TRAtdT" - C}NE GtaNDUI�' INSTALLED EITHER C(�NCENTRICAL.LY OR + REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND GC7NF { RM IF �� ECCENTRICA��Y W1TN1 �1 TH � FIRESI"C7P SYS7'EM . THE ANNULAR SPACE BE7WEEN PIPE COND�IIT OR TNOSE RECEPTAC�ES 8HC?ULD BE ABC7VE CCIUNTER OR BELOW. MQVE ' (RG6 QUAD SHIELDED CABLE) 3/4"C TUBING AND PERIPHERY OF QPEN { NG SMALL BE MIN QF O IN . (0 MM } (PC} INT CONTACT} TO Mt�C 2 IN . (51 CONDUIT STUBBED TO ACCESSIBl.E �1� REQUIRED . P,� M ) . P1PE , CONDtJIT QFZ T�.IBING TQ BE RIGIDLY SUPPORTED ON B4TH SlC3E� OF WALL ASSEMBLY. IN GENERAL CONFIRtVI P(�W�R AND LIGHT{ NG REG2UIREMENTS . TNE � CEILING, P�ENUM RATED UVIRE , WNEN THE Ft}LLOWING i YPES AND SlZ�S flF METALLIC PIPES , CaNDUITS OR TUBiNG MAY BE L1SED : REQUIRED , RAN Ta BAGK BOARD ��ECTRICIAN SHOULD BE PREPARED TC} REWORK SOME DEVIC� LC�GATIONS. � � A. GC► [�iDUI'T - N4M 6 IN . { '152 MM } DIAM (QR SMALLER) STEEL. CUNDUIT dR NOM 4 IN . ( 102 MM} DIAM SIGNIFICANT REWORK SHOULD BE FLAG{sED AND UNIT PRiGING PROVIDED (C)R SMr�LLER} STEEL E�ECTRIC;AL MEl`AL.LIC i UBING AND WRITTEN AUTHORIZATIt)N FC?R ADL71Tl4NAL. CC�STS APPROVED PRfOR STRUCTUREQ CABLE 70 f�ROCEEL711�G . 3 . FIL�,VOTC? C2R CA'i�ITY MATEt2I,4L* - CAiJ6.K QF2 SEA�,AWT - MIN 518 . 1 - 1 /4 , 1 -7/8 AND Z-1 /2 IN , 2��C PVC WITH PUL�WIRE DfSTRIBUTI (�N PANEL { `i6, 32, 48 AND 64 MM � THICKNESS t�F CAU�K FOR '1 , 2 , 3 AND 4 HR RAl`ED ASS�MBLIES, BURIED 20" BELOW GRADE RESPECTIVELY , APPLIED WITHIN ANNULUS , FLUSH WITH BQTH SURFAC�S OF WR�L. M6N 1 /4 IN . {6 MM ) �A� DIAM BEAD OF CAU �K API�L.I �a TC7 GYPSUM BOARDlPENETRANT IN'TERFACE AT PflINT C�NTACT PEDESTAL �C1CATlCtN QN BC3TH SlD�� OF 1NA�.�. THE Ht�URLY F RATIhIG Q� THE FIRESTt� P SYSTEM IS OEPENDENT UPC?N THE HOURLY FIRE RATING AEC PRQJECT #: 13022 Max Pipe or Cartduit F" I�ating T Rating t� F 1't-iE WALL ASSEMB�.Y EN WHfCH kT IS IN�TAL�.ED , AS SHOWN 1 �1 TNE FOLLOWING TABLE. #6 CU G Diart in. {r�rt) Hr Hr THE FiC3UFtLY T I'�AT1 �IG C7F TI-fE FIF2ESTOP SYST�M iS CIEPENDENT lJP(7N THE TYPE OR SIZE (3F THE � ( I RDUTE WIRE AT CEILING PARALL.�L QR (�RTE : I � SU � : I t25> 1 ar � 0+ , � or c� PIPE C1R CflNDUIT ANC� TE-IE N (JtJRLY �IRE RATItdG OF Tt-fE WALL ASSEMBLY f (V WHlCH IT IS INS7ALLED , PERPENDICIJLAR TC3 STRUCTtJRE. SECURE AS TABULATEa TO TNE LE�T. META�UC COLDWATER PIPE TO STFZUCTURE AT 4' INTERVAL.S OR L.ESS . �_��_ .� � ��p��E�� 1 t�'5� 3 or 4 � or 4 � 4�Q2) 1 ar 2 0 3M CfJM �'Ai`iY - CP 25W6+ CAUL�t QR �B-3000 WT SEALANT, 9-24- 3 3 P�RM1T 6 t15�) 3 or 4 0 �� � � � T V � N � � � � � � � � V R� �� STUB UP TO ABOVE '�BEARING TFiE U � C�ASSIFIGATI (�N MARKING 12 4345> 1 ar 2 Q ACCESSIBLE CEILNG NO SCALE +gp;AFF � � �r ��.T � � � � � � � � � ,�. � � � � - �..��r � � ��� LL � y�£ :=�rf �_� �� � ��r� � k �� N4T Ta SCALE � �w Y , � � ���� �' �"`� ��� �� � �� � �� STRUCTURED GABI�E �"`� ��" � � " � DISTRIBUTION PANEL Drawn By: Checked By: 8"L �" - 9 � *.� -�� � � �"�� �.. � �°� ��r� �a �. �' +80AFF Z,�E � �� � �=` �� � ._.� . �� � (2#CAT 6) 3/4"C , .. � .� w�t�l.� �,�....�:�._ �...��,...n Ka �.�.n� PLENUM RATED WIRE � _ m .�°'?2 �( (� f� ��� ; WHEN REQUIRED ��rL� 1,..•��I �1�.� � ,� �.m� w� _ m�, � ....�.�.��,w. �.,�m��u, � �� �'� �; �; .�_ ..li ���� � �e #6 CU G ��� � � PUL�WIRE 4"C �����+ ��1"j'y � ( '1 ) RJ-1 'I & { 1 ) RJ-45 1.� . '+I 1.! MAfN TELE/dATA ( IN SINGLE GANG � ��� � � � RQOM ,� BOX AT 18" AFF UNO T � l� � �' I-� � I� E � � E - � ��a ,�A��� �, �� -T � L � P � � � � / I��TAIL � L � N �. C} I ACa RA I�/[ � � I�/I F' �J 1�" � � � � U C� h� I �II sc�.z.� : �o�E No sc,��� . 1 of 4 aa co��ac�r za�a �cwhcrur�. eNaNE�kc coNsu�.r�Nrs, �Nc. O N �U � � oCJ U7 p -�—' � � ENERAL NCJTES : � U � ° �' � � � � � � 1 . E�E�TF2tCAL CC�N`i'RACT{7R 'i'{� PF2UVIDE ANCa fNSTALL. ELECTF2IC CI'� � � � � BASEBflARD , ELECTRIG RADIANT HEAT MATS , AND ALL REG2UIRED � � U'�j p 1� CONNECTIt�NS AND CONTRC}�S . Q � p � p ` i✓ � GL �; �3 � � L� � `— " C} � x � � � � � _ . ...,., � z� � tL ..� � � � � . � � � � � �.�n } . _. �ZS � �S oo N � c� co ay tc� Eiger Cha � ets Urnit # '14 W � ° �, � � Demand Load Calculat � ons � � -► s Q � t� W � �nc � (Per NEG Arkicle 220 Parts I-111) � � �� � � Quantit Volt Amps Demand Tatal VA,� � �� " °° ° tll � � o � .c {� d' � General == � Dwel(ing unit Square foofiage 2152 � � C „� �--'�- Genera l & Lig h tin� ( 1 s t 3 K V A} 'I 0 0 0 S F X 3 X 1 Q a°lo = 3 0 0 (7 � � G� neral & L.ighting {Remainder} 1152 � F X 3 X 35% - 1210 m Kitch � n O Sma {I Rppliances 2 EA X 150a X 35 °l0 = 1 U50 �- Refrigerator 1 EA X 3 000 }� 7 �°l0 - 75a Dishwasher 1 EA X 120p X 75 °l0 - 900 ����k� ��'���°��4 C�vet't1R� ngt� ( FZe :table224 . 19 } 1 EA X $a40 X 80 % - �4� C} ��� � � �� � f �_�� � �,����% � ' � ,c , � � . : ) h Dispasal 1 EA X 100Q X 75°l0 - 750 ��� j� � 4� f � , , � �� �. � �'hY �N � � �..+ � � �� � � .� �. � Micrawave 1 EA X � oaa X 75 % - 750 � �� _�' �� � a � i � �..�� � � � � �� �� �� -�- � ���- ��-� �� � � c� � �.� �E� ���:� ������T ���...� ,�,� �...,�r� ?, � �, �.. �- c.� �.0 � �����..:� � ��,"��""� �'n''� .,�, :� ,�; � S �.:2 `� �' . . . . ��* �� �� �� ���..��3'd'i ��t'��.. �,Zl�.*i '�"3` ¢ �`y . i 1 aY' � ura �r r,�8sa���e�r�sh�� � c,��t���rf � '� 4 � � � �� SE.R'�1C � L3C,rsT��?i�! 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PRt�JECT: EI�GINEEF2: LIE Exhaust Fans � EA X 5� X 10�% � 150 ��L� PRC7JECT #: VOLTAGE: 1201208V, 1P , 3W Efectric !n-Floor Neaf 6� 'J�' F X � 2 � � {�� �fo 7� � �y� Mourv-nr�G: R�c�ssEa MAiNS : 200A MLO Electric Baseboard H�at � 5 LF X 25� X 10Q % - 1 �254 � TYPE : QO RES@ENTlAL AIC : 10K ��� � HAS � p�AS� Adc� ' 12 � °lo Largest Mech . �� ad 1 �S X 45d0 X 2 � °l0 - 1125 DESCRIPT(ON A B BKR P C !R CIR P BKR A B DESCRiI'TlON WA�HER 1000 20 1 1 2 1 20 12t7a K1T SNIALL APPLIANCE T�T�1L 42490 �■� `V �,■� � DRYER 25Q0 30 2 3 4 1 20 1200 KtT �MALLAPPLIANCE r � '�'�"—' /�.'�r � " 2500 5 6 1 20 1200 UISPOSAL �Aw� ECH aEC �Pr �oQ �0 1 7 a � ao � zoo � �s�wASH�R FQt` 208V , '� �Phase , 3 Wire Seruice 4249Q �VA} 1 2Q � 2U4 AMF� S t� GARIMECH/LANISTC3R REGEP � t780 20 1 9 10 1 20 10Q0 REFRIGERATQR ��� � �.t... RANGE 40a4 50 2 91 12 1 ?0 91Q0 M (CROWAVE 40C10 13 14 1 2� 720 BACK/DWING RECEPT w�� ���� � 0 0 15 16 1 2Q 720 l.{ttINGlDQWNBATH RECEPT �tlt3tic"� � Gc'� IGl.1Ia �It7f1 K3E.'C I� EC 22{} .$�i .�.� MASTER BATNROOM REGEP 540 20 1 17 1 $ i 2Q 72Q LNING/DECK RECERT �� ���rl/ WA7ER HEATER 2250 30 2 19 20 1 20 720 STAIRIHALEJMCLOSET RECEP f� � 22�a o o z � �z � Zo 7�o BEQROOM RECEPT FII'St SKVA tJ'F r'ZII �C) at� �'a $fJ00 ��� •�+r 1ST LEVEU'1 -2 �TAIRS LIGHT 512 20 1 23 24 � 2t3 900 OFFICE RECEP f � LRMI.SBA/2-3STAIRS LiGHT 500 2t] 1 25 26 1 2Q 900 MASTER BEDR4dM RECEPT 4 �°l0 of remaining foads , �4 ar mc� re electric heaters � � ��4 �r�� •• N O M LI HT 50Q 2Q 1 27 2� 1 20 500 MASTER SEDROOM SUITE LIG � � KffCHEN/D ! ING R O G �.,� „�,,. UFFICE/BqRM1BATH �IGHT 500 20 1 29 30 2 30 2250 MAIN FL40R HEAT ���� "°", NALF BATH 180 20 1 31 32 2250 ° Tt�TAL ��'��4 �r�l� '� UPSTAIRS }-IA�L BATN 'i80 2Q 1 33 34 2 30 2375 UPSTAIRS HEAT � '``� GARA�E/STQRAGE NEAT 2500 30 2 35 �6 2375 " � '� ,� Z�oo o �7 �s � zo g3c� BATNROOM FL(�OF� I-IEAT IFtJJY �OSV , '1 -Phase, 3 Wire S � rvi�e �4534 {VA) I 2C! $ = 118 AMP � ��� SPACE 0 39 40 Q SPACE �y� SPRCE Q 41 42 0 SPACE �'�1� LOAD CALCULATION SUMMARY NOTE ; PRUV(DE ARC-FAULT CIRCUiT INTERRUPTER, CQMBINATIO�I-TYPE CIRCU�I' BREAKERS FOR BRANCH �,� CIftCUiT� SEJPP �YING ALL � 24V POWER QUTLETS EXCEPT IN KITCHENS , BATHROaMS , AND GRRAGES . CC}NNECTED LC7AD CONNECTED AMPS DEMAND LQAD DEMAND AMPS � APPLIANCES 654Q 31 4905 24 LfGHTIRlG & RECEPT. 10252 49 5538 27 MEGHANl�AL 19679 95 20928 .8 1 Q1 KITCHEN QVEN & QRYER 149Q0 72 1490Q 72 � TUTAL 51373 24T 46272 REFERENCE DEMAND LOAD CALC ON THIS PAGE AEC PROJECT #: 13022 DATE : ISSUE : 9-20- 13 PF��GRESS � � � � � l� � 4.s � �� � � �A � � �d � �.r � � � RJ � � OREQUIVALENT 9-24- '13 PERMIT �INIT MANUFACTURER & �c�1GTH CApACIIY ��-�CTRICAL DATA � � + �Is{a? ,� .. � % £ � TAG MODEL f�l (?. S�RVICE LC�GA7iOt�1 (IN} {BTUH ) KW Vl PH / Fiz REMRRKS � �' � � ��� �����`.,�� � �fl �,������ �� ��', ���,�.� ��;���� � � BB-1 RAYWAL.� SEE PLfiN SEE PLA,t� 4Q 2550 0 .75 240 / 1 160 2 EA. AFtCHITECT TO VERI�Y COLC7R RND LC�CATltaN . '��� '�' � < ����, ��. � # � �� tl � ����.� H2907-040AW-HA �� �� RAYWALC. ��� _ ,�� Drawn By: Criecked By: ����� _ � ���, BB-2 SEE PLAN S�E PLAN 48 343 3 1 .Q 240 / 1 f 60 2 EA ARCHITEGT TC} VERIFY GQ�OR ANQ L.CJCATION . � �--�` % ro. . � .. L� I� `��..}' C.�H H2910-048AW-NA � � � �"�''�`���s f � �'"�" �� .�.� �.. � ~� �,.� BB-3 RAYWALL SEE PLAt�t SEE PLAf�II 60 4250 1 .25 24011 / 60 3 EA ARGHITECT TQ VERfFY COLOR f�ND L�CATION . -��n.� � . `�, H2912-06UAW-HA A `` T }� � ��_. �___---- w� .. � RAYWP,�L BEEPLAN SEEPE.AN 72 5100 1 .5 240 / 1 / 60 1 EA ARCHITECTT� VERIFYCOLCJRAI�IDLC�CATIQN . �l.,r�..��..����� � t-3,.� �� H2915-072AW-HA BB-5 �"��`�`L SEE PLAN SEE PLAN 96 6826 2 .0 240 / 1 f 6d 1 EA ARCHITEGT TO VEREFY � O�OR AND LOCkTl�N . �.l �1 E "" �I�. �1 Li H2920-096AW HA � ���- �1 �L � ����...��.��� 1.�J LL � SCALE : NOI`,TE � 2 of 4 r� coaresc�� 2ofa Aec��r�ctuRAi. eNaN��Nc c�su�rAN1s, �kc. 0 � � {� � NERAL 1�1C.�TES : � . �? o � �f � � T DETA � L NC� TES . 1 . VERIFY LOCATIC?N OF ALL KITCHEN EQUIPMENT WITH 4WNER PRI �R TO � t�J C�T'f T. ROtJGH-IN . � RELO�ATE WATER HEATER AND WiRiNG TO THI5 LOCATIDN . � � � � � ..._.� � p � 2 . v�Ri �� �oc�-rior� Arvc� r� ���r�-r o� At��. -r���vis � ar� our�.�-rs wir�a � � -° � �, C7WNER PRf(�R TO Rt)UGH-IN . � � � O � 3. P R O U 1 D E I N D I V I D U A L T H E R M C}S T A T S A S R E Q U l R E D F O R E L E C T R I GQ � Q „� � BRSEBOARD HEATERS . C� � (l. � � � 4. 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