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HomeMy WebLinkAboutB08-0131 Plans:� . :� � • * • w � � � , � ♦ 1� � r � � � � � '� � i � � � � � � � � � N v � � . � �► +� ' . � • ' �� .� ' � • . . ���- , � . � • � • a . � � ♦ ' ,�. M . �?� M.. ` � /r � « ��� � . � •. � � 1 1 .• . � . � , , � . � . / • �' � � �" � : � :: ' 1 # �' • � � : . * � : •ii . . r , . 1 � � � � • r a :� ' ' i� ' w � i► . ' : i . �i��C���APE RI�: FI��DS i � \.,sr" e � �./ I 1 � V � � �VC��I, �t��C��ADC} 81 b2Q ���C}����-4C�Ob � . . i • ♦ � � . � � � � � • �'�il: . � � � '� � �•*i U � • �. � ■� : ! IIli11f �� --. ����� ENGINEER �� . 1 ` � • �. � � � LANNIN� r . . � �+ ♦ � �► : +� : � `�� i • r • � • • ��si • ! • . •�:• . �. . .�: , . � r � r � �► ' !► • � . i � : � ,• • i .� . � � ' � � � � r � � � � ' � � • � r ' . . i , • : • � � • . _- --� � � �, ..s �. , � P ROJ ECT S UMMA RY: NEW BUILDING : SINGLE FAN1(LY RESID�NCE occuPA��� ��au�: R-3 CC�?NSTRUCTIC�N TYPE : V NQ�I-R�4TEC NUMBER C}F STC�RIES : T1NCJ + WALKC�UT BASEMENT BUI�DIN� NEI�HT ; 33'-0" 1v1AX Z�'JNING : RC �RESIDENTIAL �LUSTERj LC�T AREA : 2.134 A�RES C7R 92,9�b S.F. SETBACKS: 2C�' FRONT, 15` SIDES, 15' BACK PARKING : 3�ARS PRIIvtARY, 2 C/�RS SECC�NDARY � � � � ` � � • -�- i j � " � � ' ' . • . + • s "" 11► ' +�► . - : � �► - ��' �!� • ♦ • � # ' " �"• � � • i � � � � � � * � � � �r � ♦ ' •�- �� � � � � � � � � � � � � i :• •• +� . � � � � • • ♦ ;. - . � � � � � 1 � 1 � . � ♦ � ♦ �,400 �. F. 2,647 SQ. FT, 714 SQ. FT. 234 S Q . FT. s$a sc�. FT. 4,575 SQ. FT. 95,?$b SQ. FT. �a � � i � . . � 1 � ��� r z� BUiL�ING PEEtMIT SUBMITTAL CS.1 COVER SHEET CS.2 CC�VER SHEET / GRFA BREAKDOWN A0.0 LOT 2 TrJP(JGRAPNIC MAP A1.1 SlTE PLAN A1.2 CONSTRUCTIC7N MGMENT, PLA�I C1 GRADING / RETAI►�I�1G WA�L PLAN L1,1 �ANDSCAPE PLAN L1.2 LANDSCAPE DETAILS A2.1 LOWER LEVEL PLAN A2.2 MAlN LEVEL PLAN A2.3 UPPER LEVEL PLAN A2.4 ROC?F PLAN A�.1 FRC7NT ELEVATI4N A3.2 LEFT ELEVATIC?I� A3.3 BACK ELEVATIC�N A3.4 RIGHT ELEVATION A4.1 SITE SE�TIUN / BUILDING SECTIC7N A4.� BUILDING SECTIOhJS A4.3 BUlLDING SECTIC�NS A4.4 BUi�DII�G SECTIONS A4.5 BUILDII�G SECTIQNS A5.1 WALL SECTI4NS A5.2 1NALL SECTIONS A5.3 WALL SE�TIQNS Ab.l BUfLDING DETAILS Ab.2 BUILDING DETAILS 51.1 STRUCTURAL F4UNDATIC7N PLAN 51.2 STRUCTURAL L(JWER LEVEL PLA�1 51.3 STRUCTURAL MID LEVEL PLAN 51.4 STRUGTURAL UPPER LEVEL PLAN 51,5 STRUCTURAL ROOF FRAME PLAN S2.1 STF'UCTURAL NC.�TES & I�ETAIL� 52.2 STRUCTURAL f�ETAILS �2.3 STRU�TURAt� DETAI�� �2,4 STRU�Tl1RAL DETAILS 52.5 STRUCTURAL DETAILS E2.1 ELE�TRICAL l.C?1NER LEVE�. PLAN E2.Z ELECT(�ICAL MID LEVEL PL.AN E2.3 ELEGTRICAL UPP�R LEVEL PLAN RW=1 SITE RETAI�IING WAL�S RW-2 SITE RETAIh11NG WALLS RW-3 SITE RETAINIh�G WALLS RW-4 SITE RETAINING WALLS R1N-S SITE RETAININ� WALLS RW-f� SITE RETAINING WALLS RW-7 SITE RETAINING VYAG�S � � � � � � ��� � � ���� � � ���� �� � �� ����� ��� ��� ��� t �C�t� �. 1�t�1°Ti!����Q: ��l�4 v��i�?ur�;;Cf!'��`5'�lt��t�t <[etf:7F"G��'�t � ..� � � � 00 � � CU � di � x � � O m� � � � � ..- � � � � � � �-= a� c; �• � cv o �'' e� Q � � o� U � �. � � � ` ,� cn � Ca i.. =�=tjpQ• v �, � � °u � N oa v� �}} � � � 4 w a � * ,� CL tT• � � (� Q y- . � � � , � � � T � � � � rr � � • � i .�r► � �� .. �� r , � i N � � � � � � � � � � � �"'1 •a � � � � � � � ��� r� � W � � � � � �T� U w � � � � � Q W � C� � w � � � � � � � � � '� � a � � � � � � � � a � � ; � � ; E-�� ; � I � � � � �.� -�---■.. 2i S.SF BELOW GRADE w°�� dJ 26d S.F. T07A1 2p S.F. T4TAl d5 S.E. TOTAL T3 S.F. TQTAL � 175 S.F. TOTAI p S.P. BELOW GRADE 71 S.F 8ElOW GRADE bt S.F. BEL4W GRADE 73 S.F. BELOW GRADE 715 S.F; BELOW GRADE F���� ��.��,�.Tl�h� -���FA ��1LC'S 5����: � f��� _ , �-��� ,q , < �£ i�► �! tk � . , ` :r � -, 1 � . J I � � � � � .. • _ . .. ,�.; _ �,.:� ! � � � � ., " " !• i � �� � � � � ' +r �► .� �r +r +� � - � : �'.�'F.�"`.�.,�'�.��'"'.,��.�'.��'./�.�'./ �► � - • • • . — . . � ��� ���1� W.�LL S.F. BE�.C�1N �RADE � 1�4 � 17 _ � � �� �� � �� �s D 115 115 __ E 84 0 x_e___ _ � ��� a �_� � � �� s� - ;-3 �U 11 �___._ � �� 85 ° ,J �i1 G! � K 42 40 V � �.f � t.1 1 �� tv1� 4Q 39 m 3'# �J f J c� ��� ��� � ca P 2i 21 � Q 13 13 � 1i9 119 S 27b 27b T �19 219 i� � 4 � V 53 53 _�.� V�t bfl 6Q 7� �1 51 Tt�TAL 2,33,� 1,51 1 _ PERCENTAC`aE APP�lED T�? L�W�R LEVE�. GRFA 64�'� R w�it r-� wa�� e—r 27 S.F�7OTAl 114 S.F. tt?TAl 2t S.P. BECC3W GRARE 1 i9 S.F. BEIOW GRADE 1t i f � .»....�,......� �. � r..., �.� � �..�. 219 S.F„ Tt 219 S,F. BEI.OW Gli w_ � iiiiC� � �� �...� �� �.�..� � I•■.I� � �QrA� 8A S.F. TOTAL 103 S.F. TOtAi !� 45 S.I 44 S.f. BELOW GRADE p$,F. BEtOW GRADE 70 S,F. BEIOW GRADE 95 S.F. 8��1 --Wali N M JRiLVC:RCI LC,)1NER LEVEL ALL�VVANCE -GRF,� CALC'S SCALE: 1/8" = 1'-0" '�.. `.�,�. � �``��. �''`, t �������=� ---�_���� I ��_�=���� 53 S.F. TQTAL 53 S.F. DELOW GRADE , B��K ELEVATIQN -�R�A �A�C'S �...�»,�.,,� `'! �. �,�� r. 3, m l�t� r. 1 t r}tt Woli S 276 S.F. T47AL 2T6 S.F. BELQW GRADE � � � � �i�� � �■ ' �(�� : __.. �_.' _�_, .. ��� � : •��wap Q 13 S.F. TOTAL BELQW GkADE �~ ��4WL..'"/` ..�.��LiU.e6.°� .....�..,�� d2 S.F. TQTAI A4 S.F. T4TAL 166 S.F. �BELOW GRADE 39 .F. 8Et6W GRADE 76b S.F. 6ELOW 1 .�- �.- , LEFT ELEVATIC�N -�RFA �A�.�'S A2.1 SGALE: 1 J8" = 1'-(i„ •. � � � � ♦ 1 � • . � r � �► -- � � i � M E �� � . . � •�� ! • M +r i •� ��• . � . 728 SG2. FT. 2,374 SQ. FT. 2,3b9 SC�. FT. 5,4�7 5Q. FT. �t�0 SC�, FT. 175 �Q. FT. 831 �G?. FT. 1,1�Ob SC�. FT. b,473 SQ, FT. r ♦ � ♦ � ♦ ♦ S . . ! ��� I . . � . ; • + • � +� r �► • . . . � . � � � � . . . . � � �' � • ir � � � ! i • � .�� • • ,� ! � M • ! � : � � !f '` � ' � ��� �� � 1 !� i 4 '• � � � �' ' �� � • � ' r , � 1 : ! !► . � ,.��� � r - � � • M +� � � r • . �« . � � � f � �� 1��■ � ��. _._�._._����.��...._�r��.�, .�- � � � � � � � � � �""� � � � "' "' � � � � ______��'„� =� � � � Q.� ���� �� ������ � � �:`.� ��� wali R .` � � n°"' �c��..�,�. 4S.P.TOTA .�. �� ,���..r��.�.......�.��...�...�....�.�r..... �� �� 45.P.6ELOWGRAD �••�•��,•••��,� •• •• WqIfA 124 5.F. TOTAL 17 S.P. 6ELOW GRADE �'� �� ������ � ������� � , RIGHT E�EVATIO�J -��FA �;���`S I�� 1 . ����G;x � �Ci�� � , �Pflr� ��+ � � ��c��� �. Ti��-�ri�seed, d'�1a� i�Yq�it;va,"ejt,�l`�atruci�Y �; jr�f�rcrfG'u�?(�� � . .• ! • .: � / * � � • .. ! 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S1LT ANtD DEBRlS i0 ALLQkY FOR PROPER FUNGTJOFI OF CJEVICE. ��„_� YY � INL�T f � � s� ,. - .- ,-. f � • •t � KriSfar Enterpnsss, inc., Santa Rosa, CA ($00} 579-88 �9 ��(yfRAL NOTF_S 1. BEFORE DlGG1lVC N071�Y ALL APPUCABt.E UT)L1TY GOMPAN/ES 2 All W�RK SHAI.L CDMPLY WITH AGL APPLICABLE CODES ANU ORDlNANGES 3. NOTES AND DETAILS OlV SPE�lf7C DRAWNVGS TAKE PRECEDE'NCE tJVER �ENEi?AL l+IOTES ANCJ TYFICAt DETAILS 4, CONFUCTS OR DISCREPANClES WITH GRAQES SNALL BE BROUGHT i0 7NE A77EN7XON C�` TFtE ElVGtNEER IMMED/ATELY AND PRJClR TO Pt?O�EEDIN� WIIN N�RK. 5. ALL FtNISH GRADES SNALL Pf70V7DE FOR NATURAL RUIVOFF OF WATER W17HQCli tUW SPQTS OR POGKE7S. 6. ALL COMPAC770N SHALL BE pONE !N ACCORDAN�E WITN 7NE SOlCS REPORT PREPAf2El? FOR TH15 St7E: 7. A�.L 171ST1/RBED AREAS WTLL BE RESTOR�D AND REVEGETATE"C) ACCOi2Q!!V� TO �'7�1E LANDSCAF'1NG PLAN. L i, ' �: :: i � • �1�7�7i`/►[iZtl� �. TKE GONTRACTOR SHALL PROVIC�E �'RQSION CG7NTROL IN ACCORDANGE W17N THE BE5T MANAGEMENT PRA�TlCE� 2. SlL T FENCE SHALL BE �aNSTRU�TEC1 �N TNE GtpWNMLL SI�E OF THE UMITS OF DISTURBAIVCE ANQ AT THE BASE QF STQCKPILEp MATERtAL, PRl4R TC? EXCAVA77t7N, AND M'AtNTAJIVED AND KEPT !N PLACE UNT1L THE FtNISH Gf?ADE lS Ct�NSTRUCTED AND REl/EGETATED. 3. 7NE GCINTRACT�R SMALL BE RESP4NSlBLE FC}R PREVENfING THE RELEA5E OF SEQlMENT WITN THE RUIYQFF FRC1M THE SITE AN� SNALL �E RESPCJNSIBLE FOR THE !IY.�TALLA 710/V �7F ADDl710NAL ER�Sl4N �ONTROL MEASURES AT TH� REQUEST QF 7HE APPROPRIA TF BUtLdJNG OFFfCtALS. Sl7E' FLAN BY SCOTT S Ti1RNlPSEED ARCHITECTS 1 o: 1 a: ( o� � c� � c� _i i -.i ...; ...i ._i ., � • Y � * � � ♦ � `�' �" � � � � • � � r .� � � y �• � M1 • .� � , � t � � � �s f* s� � �� a� s . . �► .� . . � e; +r �. , � ,r �r � . . � � �� 4 �� � � �► �, � . � � � � M� � � � �� �' «��, , '� r � �, �. . �:` ' �► � ' � E y . ,,, � � � � � �e: � � � � � � � 1 � �� � � � U C� � � � � �� � � �, � � � � � � � � � � � �, � ; � a Q,� �' a � � � � � C��1 � p t7� �� Ci � � �� a� � � � 4 � QRAWWI►t! gY: L.f'. G`HE�KEI� BY.• �. P. t'RC1JE�'T 1Vf3 : C,�71 f3.2 SE� REVl.�10N� Bt�X �,a l�:' ��g�u��ifi .z�, �oQ� ��tf) ��i�i 1 +��..' £�ifi8.2�f?-DR. D WG SHEET G- � � ,. ,.::.. ,.,.,. ,,...:., ,.,: _.� _ _....:. ,.. � ,,:... .: � , �, . �.M,,,�.,-•_�.��..� �. .,.... - � ..:.. � ...,-� . , � ., � � ._::. . 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Lot 1 � ��� /' � °! .. i �" ;,:. , � ��, ! , � i ; � � � an� c e u e °--�-zbal Common Name Sciexttific Name Flower ��°��h Exposure Caunt Si;se Height/Spzead Bristlecane I'ir�� Pinus aristata None 30'/Vaxies �unjFiltered Shade 3 6-8' Ht, a Quaking Aspen c� Quaking Aspen � Saskatoon Servicebex . � cr-z Native Chokeche��ry ( ns ) Tall Green Rabbzrbxush �.� �Native Yellow Patentilla �r�� � Silver Sagebrush { wx j Native I'ink Rose �..� I'opulus tremuloides Populus tremuloides I_�[� Nane 35'/25' 35'/25' tJ� a.i Sun 19 2" Cal. � 6 21/2" Cal. � �JUSI � �,°��� �d�. �Ltl�i ��,�� ��.> Arnelanchier alrki£olia White 6-12'/6-12' Su:n%Filt�red Shade 8 5 Ga1. Prunus virginiana melanacarpa Wh.%te 8-2Q'/8-12' SuniFiltered Shade 11 5 Gal. � � Chysothamnus nauseosus graveolens Golden "Yel]aw 2-6'/2-6' Sun 24 5 Gal. TM� � Potentilla fruticasa Yellow 2'/2' Sun 30 5 Gal. � u� Artimisia cana Insigni#icant 3-6'J3' Sun 29 5 Gal. Rosa waadsii Pink 4'/�' Sun 26 5 Gal. �-`��'� `'x�"� M�aced Perennials �' °•. Native Grass Mix ta Ivlatrh E�cisting Grasses � � � � � � � � 23 1 Ga1.,18 o,c. Q r� � � cu *� All Disturbed Areas � � ttt � � U � � � 0 c*� �3 c3 T-+ .—+ � � �Q � � � :� i.�t c`. 4 � O � �"� w � O '� ° � 00 t��. m ao � � o °' � � C� � � r�� Na. o�s�.00 Tssue Da#e Fi:nal DRB Feb, 25, '08 Permit April 22, 'OS Revisions june 3, '08 . . . i � i � � ! •� s � � ' s � • � � � . � • s � � � � � •! . a�op t Fiel pe Tncorporated AU Ttights Reservecl This dacument, and the ideas and designs inrnrporated herein, as an 3nsttument pf pmfessional service, is the properiy af FSeldscape intorponted and is npt to be used, in whole or in part, for any otixer pro�ect without tha wriiten authorization of Ric Fields. Sheet �� of �wo � . . , . • ' i ' i i � � � a r • � � � � • . �,i •. �. •• w �xisting Wall � �� �3mm il :. __ ; _ .,. �... t Batt�red Stane � Column l, • `.. \ 6" Sandstone Cap �. , ,......,. Stone Veneer to Iv House Stone i�al �e�ain� 1l4„=1, �-�„ I?o not cut Ieader. Prune dama�ed or dead wood after plantisig and stakutg. Keep shape kypicai pf species. Uo not i prune up iower branches. f2aoi rntiar shal( be 2-4" aboue surrounding grade. Pitl A" rovatering saucer with specified mulch fo a depth af 4". li3" lon� meFal stakes sefi perpendicular to guy wire and slighlly alaave 6nish grade. �ot�: 1. Root Co11ar sltall be detined as the point at which tiae Mack flam meets the root fl�re; 2. Tree to be p3anted 3" above �nish grade; 3. Water thoraghiy at the time of planfing; da not fertilSr.e at p1�nEin�;. 4. 5aucer rim is to be on the downhill side of khe tree only when khe tz�ee is ptanted on a slope, t�ut shall completeiy surrc�und the tree when planted on a level grade. 2X Bail Dia. Set raotbr�H on undisturbed soil. Remove iw9ne arrd burlap from tap � af batl. 12emooe all wire baskets 20" below top of bail, re�nave all cwizae nnd wire tmm ball. z�� Ever reen Tree Plantin Not ta Scale Retaixv.ng Wall a�.l Elevation 3) Nylon wsbbing strap collar, heavy duty. Do not tsvist. Straps should hav� clearance from the trunk so as not to have girding effect. Space 120 degrees. Guy wires: provide 3 equidistant around �ee. Keep clear of branches to prevent rub damage. Gvy wire shall be 14 ga. gaivaniced with 11�" dia. x 36" wMEe PVC gipe. � Back�ll, � compost mixture. Water saacer to be 2-� `£rom trank of tree. Finish Grac{e Existing, undistwbed subgrade Initial stabilizing bacicE'ill � depth, cornpacted. Specified txee strap collar, do not 14 gauge galv. wire with 1J�" d� 1$" �vhit� PVS pipe on each wi Wrap entire surface o£ trun up to branches with requir� wrapping, when specified. Refex to Specificaf�ons. Se�are at tap with duct tap Plant tree 2-4" above surrou grade on uz7.disturbed soil. � trunk plumb. 2J3 backfi11,1/3 compast mi: Remove all �vzne and wir ba�i. Remove wire basket Deciduous Tree Plantin I� . . Concrete curb, edging or sidecvalk. See Details Prune alI damaged or dead wood after planting and mutching. � Set shrub at grade grocvn in container ar �„ grown in nursery. Set top of junipers rootbali ko finish grade of mulch. Apply specifled mulch ta 4" depth. ri����� ���R��'.--.""'--Score container rootballs with encirding roots. Zf3 backfi[l, l/3 compost mixture. Remove container. Place rootball on undishzrbed soi2. Ball Dia. + 12" NarE Do not planf any plant with roatball not in conformance with Colorado Nursery Act requirements. Hald mutch grade 1" below edge of walk. edging or curb. _ 2�� Shrub Plantt-�..n.g Nat to Scale � � Zaged ox dead wood a£ter rown shape fypical af species. Specified 3) equidistant posfs, align as appxoved. Keep plurnb with tops even. Drive 12" intt� undisturbed subgxade outside plaz�.ting pit. Txee stakes located i.nside wafering saucex. CJn trees greater than 3" caliper use guy wires as per evergreen trees. Fill 4" watering saucer with specz�ed mulch at a depth of Q,� at the trunk to 4" at the edge of the ring. R�move saucer upon sadding/ seeding in irrigated areas. Watex saucex to be 2-1/2' fra;czi tarwnk of deciduous trees. Iniiial stabilizing backfill 1 j3 depth, cornpacted. bottom £ar xootball base. NOTE. 1.) Root Coxlaz� shall be Defined as the Paint at �rha.ch the Trunk Flaze Meets the Root �laare. � x " G�neral Notes and �pecifi.cat�ons 1, Location of all trees shall be staked by the Contrackor and approved by the Landscape klrchitect prior to �ittai installatian. 2. Exact placement and shape of planting beds shall be revzewed by the Landsrape Architect prioz to installation of irrigation system. 3. All plant material shall be backfiiled with one pazt peatmosslcompc�st mixfure wzEh two parts topsoil. 4. All piants shall be "Colarado Gtowtt"; if nat available °Colorada Fielded", or "Norkhem Grown"' may 6e acceptable. 5. 5pzuce trees to be nursery grown with leader intact an�i undamaged. 6. All herbaceous planting beds shall be amended wi#h well rotted mannrelcompost mi7cture {one cubic yard compost per 850 s.f. one cubic pard sphagnum peatmnss per 250 s.f.) and tilled into rack free topsoil to a minimum depth of 6". 7. All herbaceous beds shall be iap dressed with 1" exEra fine shredded h�rdwood bark mulch. 8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwc>od bark mulctr, 9. All plant b�ds shall receive Mira-fi filter fabric ar equal. 10. Place a variety (species and bloom tirne) oE perenziials and ground covers in rnass�s (min. 6 plants) where designated on fihe plan. Plant masses af bulbs in perennial beds. 11. A}1 decidupus txees 2-i/2" cal. and over shaLl be staked with S' steel 'T' stakes and guyed with #14 gauge gaivanized wire and 1-1/2" wide x 18" green nylon trce straps; all #rees less than 2-1i2" cal. shall be staked by 6' lodgepole stakes with the same guying and wrapping specifications. 12. Alt deciduous trees shall be provided with a ixee well ak its base. Wells ase to be eazth construcked having a minimum shallaw depth of 4" 13. A11 newly planted trees shall he raotfed ai time af installation. Rootfeeding sha71 consist of a liquid raot growth stimulator, including vitamin 6-2 and a slow release fertilizer composed of 14+14+1p+2%Q iron. 14. All trees, shrubs, vines and mixed flawezs shall zeceive drip irrigation aE a schedule consistenk with their individual needs. All sod azeas shall receive spray irrigakion with 100°/a overlap. A11 disturbed areas to be revegetated wi#h native grasses and wild- flower seed shall receive temporary ircigation far a minimum of 30 days; thereafter, decrease watez apglication gradualiy. �is system w911 have an automatic clocic with an in#egrated rain sensarishut-off. 15. Aspen txees shall be field coAected with a minimum of three ctear trunks unless otherwise specified. 16. Unless atherwise noted by the drawings or technical specifications, all planting beds shall be separated from sod and native seed mix by Bend-A-Baard edger. 17. One appliratian ot di-ammonium phosphate feriili:cer,18-4frd shall be broadcasE prior to seeding at a rate of 7-S Ibs.1,000 s.f. 18. AJ1 disEurbed areas located on the Landscape Plaz� #a receive native grass treatulent shall be revegekated by sewing the following seed mixture at a xate of �#21bs./ecr�. 19. Percent mix of each seed type shall be approved by the Landscape AxchitecE. Seed % Mix Sheep Fescue 20 cre��g xea F���,� za Caztiada Bluegrass 2Q Canby Blixegrass 20 Rocky Mountaizi Wildflower Mix 20 20. A,ll areas to receive wildflower seeding shall be sown with the foilowing mix of wildflawer seed. Pezcent mix af each seed type shalt be appraved by the Landscape Arr.hiiect. 5eed %q Nlix Sabezian Wallflower 15.08 Perenrtia.l Lupine 13A8 sw�� w�u��,� r�k �z.o� itocky Mountain Penstemmon 12.t}4 Perenniai Gallardia 12.04 Blue Flax 10.04 DwarF Comflower 6.Q4 Annual Baby's Brea#h 6.04 Corn Poggy 3.04 California PoPPY 3.00 Dame's RockeE 3.00 Shaska Daisy 3.p0 �ianY Columbine 1.00 White Yarrow .32 Aspezt Daisy .24 r 21. Al1 seed, sown and #ertilized areas are to be lightly xaked inta soil. 22. Mulctt all sawn areas with 2-3" of straw or hay free of weeds. 23. Alt straw mulched areas are to tackiEied with an approved organic tack3fier ak the rate of 120 Ibs. per acre. 24. All #inish grades shall provide far natural run-o£E af water without law spots or paSkefs. Se4 fiow lines accurately and provide a minimum 2°!o and a ma�cimum 33°lo gradient unless otherwise noted. Contractox shall be responsible for positive drainage tltroughout the site, with accurately set flaw lines. No law sgoEs or ponding oF water will be accepked in Ehe final work. Positive draina�e shatl occur away fxom aA improvements. 25. 'Specimen' piant ttrat�rial shall be flagged at the holding nursery far approval &om the L.3ItC�SCd�72 A.TC}t'I#ECt. 26. Plane quantities in the Plant 5chedule aze for ia�formatzan only. T.ar+dscape Cantrackar is responsible to da Eheir own quantity takeoffs for all plant material on the plans. Tn case of discrepancies, plans take precedence over plant sehedule. 27, Conkractoz shali 6eld verify existing grades, uEilities and conditions, and notif.y the lJwxter of any discrepancies before starting work, making modificarions as directed bp the (?wner. Contractor wi11 be required fia complete ths work of ttris pzaject according to the proposed drawings, details and specifications. If canflicts arise in the 6eld, contact the Owner for resolution. Contractar shall take take sole responsibility for any costs incuned due #o damage af said utzlities. 28. Verify 2ocatians and conditions uf ex�sEing trees and ptant makerial prior fia beginning work. Conkraetor shall take apprapriate measures to prUtQCt ihe� and auoid campacEion within drip liztes= Avoid cutting of roots ouer 1" tliameter. Existing plant rnateria] damage bp contractor shall be replaced a# contractors expense. 29. It shall be the Landscape Canirackozs responsibiliky to confozm #o all design criteria as noted on the Drawings or the feehnical speciCcakions. Any discrepancies, deleHons, additians or aiterations to the 17rawings oz specifications shall be preseztted ist writirMg to #he project t,andscape Architect priar to installation, 30. Landsc;ape Contractor shall submit the Company's writken document regazdirng it's policy in planfi guarantee and replacernent ta the (?wner. �ach guaranfee shall conform to the minimum standard af replacing all material, urcluding labor due to the sickness or death o£ a plant foz the period of one year follawing f➢nal acceptance. 31. Landscpe Architect will have the sole and exclusive right to accept and reject any plant maEerial broughi anfa #he Si#e rvhich he/she may £3nd unaccep#able. 32. Landscape Archikect must have a misrimum of 241tours notice prior to desired site visit. job No. Issue Fina1 DRE Permit Revisions � ! � � i i • ! � � N i iTi 0 c� LD c� � t'`I W a � m � � O � O � C.,? � � o� � ° � � � `n �-+ Q x � 0 � � o� h�1 Da�e Feb, 25, `08 Apri122, '08 June 3, '0$ � � � i � � � � � � � � � � � � � � L./ M"'"l � � � � V W �y,� Li�,.t � W r-�� . r.,{ � � ?�i\ Q . �.�{ � . r.{ � . r{ � � � � � i�i . t.{ �i! �*i � s �..+j �n� W �� W \ t� ��+ �*�! . �..{ � r p.{ � �. V � � � aCopynght Fieldscape tncorpocated Alt Rights xesezve+i This document, and the ideas and designs incorporabed hereizy as an instcvment of pro#essionai service, is #he pzoperty of Fieldscape Incotporated and is not ta be nsed. in whote or in part, for any othec prn ect without the written au�orization a# Ric �elds. �heet l�J /� af twa � . � � � d � �:. � o. � \ � � 12'-8" i A4.2 � 7�'9�z � 2 A4.2 7'-6�2' ( �--------- _.Y.,..' � _ ,� ii i;� � i� � i�i � _.__.._..___.. ��r— ------ � r......_._. .._— ------s� -,-! i ( � ( C7utline of faundation above 1; � ( � ; �' � ' � «�-, � � � � � ," ^y w '� ,,,���``` � � i � �� i I f ' ` ` . � �j II � � � � ,� ..� A4.5 rCrdw pa ted � � M� �h�iii al = ( ( ��/ �..f e T4� R 8 � � � ( "�� CCCtWI�S�dGE' i � � �';� 5'-Q" Ceiiing Max � � � C �°�'�`` /Grjave/l ' �� ..�.�0... � � .�� �.� � � � �� � �e ..�. i � ._'� �� � . .�/ / / / .' / '.. ,.:' � ,�+' ,�. ' P�> r`Y. �� ✓��' � l�"� ��-T' �v _:� . � � � :.�:. �.� 4, y ., � ��{ � c . .� �; ;£ � � ,. , ; � � 1��.� 2 A4.2 � � A4.4 3 A4.2 1 A5.2 90'-1 " 2a,_� � �� 3 1 A4.4 � A4.3 f:�l J 15'-10" 5,_2�� � 14'-�z' � A4.3 2 A4.3 2 A5.2 , 4 Outline of foundation above. � -- -------- ----- -------------� �---------- -- -------- ------ ---------°° � I � �------- �I 11 II , �����"��' . � � � Elec. Panei / 7V / Phone m�� R� �. � Q �.;� ��. Crawls ce ' 1 C o m� a c t G a r `° :` /"�m s�-o° ce�r,ng n� X. `'�. °- Grave ` Garage � ; � -.. `'�., � ' ,i •`.. Crawispace Vented '`* 13'-b" Ceiling /;-'.:- Mechanieally �`� Concrete Flaar .• o� per Code 4V {R408j �� � - �.., �����,, `� ,� 1 �*,, �--�, A4.4 ��•��-- Floor orain ��� M@ C h C1 tl 1 C C1 1 ° '`� � 9'-0" Drop Ceiling J`� � % � �, � Concrete Floor �� a> A5.2 X j O c%� � ` �� Floor Drain .... , ; ...... . � � ...Q... � � � r, �, ......................� _...� ..........�...........w_...._,......_....,....__..._�.__............_._._.L._�....._..�......_.�.._,_ .. . ...r�....,.::.,........_........_.........._,........ �,,.�._.,.. � � ; � � , � ;� ; 7 } '":Y �• // e �l • / : ltll j� F.. �l ; S 1 � ; � ; � �`� J i "; � ; � � . � # fr, s f / � f , � ''t � f �t I/ �! / / S ; `� 4 � /� F � � �i s t: ; � ; '` � A4.3 .. � � i `+ . ' s 2�ar �` � r' , . { . i ;, Ga�,a9e ' f� `�, , , � ?,. ; 12'-t�" Ceiling �"`; f"`� Canc�ete Fioor �'"� /� 4 r r Floor Drain � %'� Floar Drain ,, _, ; ; f ` ,� TOP O� SLA,B ;`� , ' `' $7' Q" � �''x � . - ; 1 .,. : '' ; A4.5 �� I ;" r ;' ; TYpical Ret ining r � ; , �� �'°, Walls. S � �S � vyt � �1 �/ t t % - 5.3 . 'k �� . i � // `t ,�l t / t ((l F t,� � 4 j f `+ ` 1 , r :, .� f% ; s :� 5 f h N ;4 t � 4'k � r/ # �'/ 't�`t ;�� � '�� . } .j �� � , 9'-0" x 8'-0" O `y,i; 9'-0" x 8'-0" OH , x, .-�-..-,. -,�-i.-�-�-� -�-,_-.-..��_...-..i.-,_..�..�. � �a �---------- -- ----_______ � a ,� '`` �.. f f �, K 2 ,1�� ��� , s R4.4 ^ ~ �� Great fivom DeCk � " ��� 9�Y _ ���l�Fl,-III�/ =� �.�s:���,..� �.y9.��4� �_�.� ".�_�__6' ft'_�'._'�_ i���%�:'�.� ..�._���/.�II���� �1�' h��,. . . :. •- . - . . • ��� . Ih�, A �' : • . • �' �� i� �. . • • � �'fi� . 6'-6" � . . �---------{ : < ,° �, ' �----- -- ( ', ' — ---- I 8'-43�4' r � ( . , (------------� 14'-103 (— — — `.-�'= — — —� �4'� -?�; � — „< ,u�,�,.v,,.,� ,,.,�.,,'� � ,,,,, .,,,�..,, ,,,nW�•�< � ��� 9Q'-1" . , s 2 9'-9�� 0 ��� t' TYpical WaIIS. Light 2'-d" -3" � b" 21'-b" 4'-10" , �_, �� � �-��� LQWER LEVEL FL.00�R PLA�1 SCALE:Ya" = 1'-0° SQUARE FOOTAC:E BREAKDOWN: 728 S.F. Finished incl. Ski Locker, Stairs, Ef�v. 831 S.F. Unfinished Garage 175 S.F. Unfinished Mech. i,734 S.F. Totat Area �i7�1 � � � � � � � � C} "c�o � � � \ v � � � � � �y p � � � � � � � H � � � � L—'' � ��I�, Y \../ � �-^�� �� � �f � � � � � � � � � � � � �� ���, � � �� ��� � �� ��� �� � .� .� � .�,,. � ,�� , . �C€#'f� �. ��i�i'#�!�iu�'�'£fi� �ti�t sn:il���;r�;; CE,Y�b'sli�stXt� i st�ii�� 4�1 � ..... Q . ,� �� oa � � � N c� X � W � � � "' ,_._ M �*�- � t�7 t70 � C � � M � � � � c �y a � •� � q3 � w- Qti �.. `��' -�-= Q p�r. � � � � � c°a � � o� � �� �"' � o ,� o � Q.. O� �%i a�i U � � � �r -F" a �- � � V .� �. V � � � ' � � � � � � G� `� � C� � � � � � � � � h�i W W � �W�c� (.} � � � i�-� � W d W � C� � w W � � r� � h-i H � � � � � � � «� w � � � � � a � � � � � �r �i : � .• � • • � � � . c�l .. � � � • • « • i .� � • � • � .. .. ,. 1 i ' ��` ' • 4 ; � . � � � a � � � O� �:. � 13'-0" 1 A4.2 �'-�y2' 7'-�f2' �'-�" 90'-i" 20'—� t° — ------------------ ------- I I— — � ( � � _i� _�_______ J � above. — — — — — — — — — — — — — — — � E--------� Line af retai ing wali �� �� abave. ( ( � � � ( � � � ( ( ( 2 � � � � I � A4.2 � � A4.2 � � Voidspace a�a�.� t ( i ' I � � � ; • � � ! �� i � I f F � , /f' f : �F f ,. � � ,! � � / , f�'`� � `� � ` /`� � / , ! / Ct�iw� a� V n et d , �% r``� ; �vt2¢hC� �C( t� � � � r /� r de T(3V 40 � ,/� �' ! � ,: C 1 g; � � � � �` � b,tvtil P ly '-�'� � '� r �j w/S ee ed � � �,% tf Gr el n t p �`� ;" , �' / / f� r` �f fr ( � �% ; r� � �; f i f' � � �. # �/J/ � � � ff �/+,.f � � � � ,� A4.2 �% ` / � �r : f� �,• r�f" �F s �, � � f `f ' �,F ,,� �, ff�/ � f` ,�� ' � ' � �>� � .� � a I ` . r � ',�� A5.1 A4.2 13'-0" £ � ; A4.4 # ; De Abave : , , Line af exterior ail above. $'-8f�' � 9`-4�2' C.S. � � _ J I 9naccessible Voidspace f�r i_ _ � _ � Pafiia Above 1 � A4.3 A5.2 � / �`%�! � � : ,//"�'� � ,�``r � �r % �, � ; � j: � - �.f .' ;i ;� // � �.:-.... .... �.. �.. .; �. .,. . �:;,�. � � I � O 'd b..Jte � .�> �� i E n � I I . � � 99"-6" _ ; — � � Dow •tairs : ...... ..... ..... ...... ....... ..�.. ,...... _..._ .�. .. ....,. ...... _.._..v,,. _4.., ...... � � i I yf `� � ► , � 1 Line of exteripr w II � 1 � A5.1 � I I below Q bedroo . I � � I I I � I I i � ( 3 � 3 6'_g�2' A .2 6���2, I � 13'-5a' I - I I � 0'-1" ( I 3 { ! ! � ! � A4.3 t �. �w►`� l:T:�f ��, � �. �i . / 2�-��, � � '��ii� �/� //41E . :., :s, . . , ,...,.. • • , �'} ......v . . . L � " ., .-. ........ ....... ..,.... ....... .,,... .. . .. . ; : : ,... - ... ,...._ A4.4 � Line f exfierior wall bela @ garage doors. I o( 2 � �ine of Cantii vered Deck above. � A4.4 7'-03�4' 9'-4�,/Q' 23'-b" �'`��4a� :; �� � � �, �r � � .i?i� / y� � i � 3 '�,�,.., A4.3 Built in Subzero Wi e Genter with Stone arch surraund � Built in lower 4'-1 Q" � 4'-9'� ,_b�� � MI�DLE LEVEL FL�JC�R PL,AN A2.2 SGALE:'-�,"= 1'-0" SQUARE FOOTAGE BREAKDOINN: �Q�T� 2,3TQ S.F. Finished incl. Main Foyer Stairs 000 S.F. Unfinished 2,370 S.F. Tatal Area Y Typical Boulder retaining wall above. � ih � 3 � A5.2 I A4.4 \ w � Line c�f exterior wali A4.5 i�. N � ih : 0 i� � 0 "r. \ 0 �n `o � � � � ..- � 1 � � � � � � � � "f � � , � �a � � � \ � � � � � � � � *..�►� e�--•{ � �--•1 F""' '''�''` � � � � F�+^i � � � � � � � ���� � ����� � ,a. ` �Y��, �� � ��� � � � � � ����� � �� � � �fi„ � � � ��� ��� �� , .--� � �.�-=�," ��� � t� �a�� a �� � � s =< � �"����������: � � �`` � ��§� � �� � f �;� � ���� �''�,• ''� � � , �' � �`�`�.. ,r,�.�,.�:<°°'�" `f �.� ri5� „ �:Y a �" ������ �: � � �?� `"z�i � "'°*� '`��`�° � .��� �h��w �a�t;'�� �. �i��il`tl!�3��#;€�,.�i��l. �;i�:YC�;�'�ii�� i Wi?�5'ii4�iJt1' i"C�1i�� L#�;�1 .� � .• � • .s � ' i s �, • � • �� • �I ' 4 � � li .s � • .• � � s � • � • • � .. .r • • � ' • � / •• s � � � • i • • � � . • � i • • � �� � ` � i r � ♦• i � i , � a w � � � i .. •� ,i • � � iM � � � � A h. ci �n M � �- \ � � � � � �' � � � � � � � � I I ___ ____ ___� �----- ; i �---��---�— , , ..� r ` ,�! i: ' � ,� � Y f � y l S l i�, � S l M`�L.� l� �� � ������� �� X � 6 '� � �' ,/y ,� f ',�`�� `?; 1 y t��;'"� s'� r r f��`l `"r. r� � � /�!'.� � � f r .� , / � , � � x � � �. � .,�` '` � � �`,, } �� $ r , 'p-,�`<'� � ' :, � '�i'i� -::�s %�, ��..' .. � .� �:� r �F;t���f 15`-d" 5'-7" Poured C ncrefie Retaining all w/ stone v neer Re: Rock-f Ii Mitigatio Structural A4.2 ��°�-� .......................�......�� : �`....�'.� ...................y............. ,...,............; Retainin Wall � ......... .....: , t ...... . ... . ... 9 �:s ............. ..............:.s � �..� ,...... �.,.. _..._.. ,.......�.... .,....� €,�r...,:�":Cat�� Basi � � � , ...................._.....,.. 3 : Fs».,..,.,.» ..................1 ' I I ` Y....,,._......._,.._,__.� f;p ..............................: ra .............................�. - $s .......... .... _.,._r,,._ .a...,...,., ,.,... � ...............................s , � ` � ....... ,�...,,.,....,._......_..,,..., • f: .............................„.s � '_—_.._ _--�,._. _ __—_._„ ........................ ......... ........................ r--------- ---_--_-- ......._._............ ... ... . � �.... .�:� � .............«. ...�a«..........«............»....«......a.......... ................... ..........«... f..u. ..... ..»....„.....t......... ........... ,.......w..... � , : ; . � '- � ._ . .... ..... ..... ............................................................. ....,............... . : y ................._.....,.......................................,................................................._��.........,. ....... ....,... � .... ... . . . ,... i - � ' j , � • ' i _ ' . . : , . ^ . . . �............� ............................................................._.........., : r........... ........... ................................................................... .... . . { ,...... . ., .. . _.. .... _ .,,._. . � � _ ....................... 90'-i" 20'_ 11 „ 3'-tY' �-� 0%2' 8'-11��" -- ------- -----�rc _ ., �. �` � �t � oa 30'-6° in. , _ q'-9�� 2 3 A4.3 A4.3 3'-2f2" 4._��� �_�„ 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — }��J.`.Z 3 ( � � . f � � . . � . . , > , l .3. . . . . , . . , ,�,•. 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GU7TER AND DOWNSP'C7kJT � 3�Z�I�:3��/11'i'1 � C'.�'1 � � � C`'� � W � � : � ,.. M � � � � � � � � � � �� � !"".{ � � � � � � � � � � � � � � �� ��� � � �p � � � '0��� �b�� . .. w,,,,.°^° � . . ....-� �. � . �°d €��l��� � � � �� ��c�t� `�.1"s.€rr�sp�eed, �;l1� �arai�;,��ire ; t�.x��'u��� ir€t�ttor ��� . � .• � " .• � ! • • � . .. 1 ' � � .• a • •• � � • � i ' • f .� � � i • I � • � ! •• ! 4 * ; • ! • i � • � � � � � 1 � � Z �� �.i � � � � c� � Q � � � � � � Fo1 W W �, �11 � W � W � � � a �i � � ° � a � �--� w W � w,r,; ,..,� F—I � � � � �., � � t� ao w yr�' �n � � � H U� � � _ � � � ir �i w � .• � � • , • • � r• � � a � a � � � .• N a � � r � � �� Mi � , r+.■ • � T.Q. SUBFLC�C�R @ MASTER BEDROOM 113'-0" . �o 0 • : ��' + : �•�� � : i . T.C). SLAB @ BEQRC7C7M # 1 91'-G'" K3 TYpical E.�cterior P'atta Qoors Atuminum Cfad Wood Daors Model # Srerra Pac+tic Color # Bronze 12 5 G�'. � ( J!J//!I %/ � • ••+ T pY icat Gedar Stdinc� Sawn verfica! lx8's & 1x6's Baard on Board Calor # � "._ _.^`�q�ft'�'Li Litt'�"°'_____��� .�.�. .��. �� �.. �.� ._.o. ^ Existing Grade 82T0 0 ■ .— . ,� '� � •r�l►r � . . - : : . -. ._ � � :� � :�:� �� �� � � �� • � � . :� i - � r.. ? ' —��� ;�.�— �� � R � �� .__ 11 �i�,������iii 11 _... �� �� � —'�-�_ PATIO;@ ENTRY � � '� M+��' a� � / \ / � � Windaw f (�)2'-6" x 5'-0" csmt ' ��� ��� Typical Stucco System / Authenfic Stucco wJ integral color to be determined. � � __ --"` ---.. •-.-... Typical Poured Concrete Retaining Walls Engineered Concret� watls w/ matching stone vene� 0 / ' i Typica! Accent Roof System Standing Seam Metat Modet # Color # m �■ ■■ �■ ����'����`�� ■� �� �� ��n��r�����i�����` __ , ._.._ _ _ __ , j � 4 � � ,,�'�I�� }( � ( �' • . .. , . . -• , . �� _ _ __ _. ���/����I�����'�i �r�������+��� , • • ��� ...�i:.._ „'�� / \ � ` �::`.- -•;.':' \ Window / �-`�{�' (3)2'-b" x 5'-Q" csmt ���. , .��� / \ / \ � Wfndow � � (3J2'-6' x S-0 csmt � •• � �.' i ii � = Typical Lookout Beams Rough Sawn Cedarbx70's Stained to match Fascia �icpi Roof SYstem 50 Year Asphalf Raof Model # Color # T�rpi�a� Fascia & soffi# Raugh sawn Cedar Fascia .._� ,�� `�`.�T i • e r • • � �: _.. �� ....-.... . : � .... �1�I ��I - - i - - - w�� �'����, ` ;._ __ .,�i .. �..._ _ � ( ; • . , . ! . . � .. ; •• E r E� � � '- - � r , � �� i �„ ...... � •• �� •I s• : �� �w• " •• M • •• • • i i j � : • f s • t r • � # i • • � • - • •- • • � I �� ' •- � � � " •• i � t i � � � • • � ;r , k i ��, �' � , , i ►�'� ��� ' Ilii::� � ''� -- ` ---,- ,,. -.=--�r ������� 4 n�.i ���nnF a nu� �� �n�i �� ��i�� iNm�n if�u��u� ni� �i� 1�1������� ---._. � �► ��t��u� ����r��i n��n�N �i.�i r���M�i� tr�� i�N��f ��_���� `'�!�.-..~ ► ��n�u� �rtuTn r��nu� ri� ��r�m� ����iii u�u�r���Ii�� ��rr� —.,. � � �■ rw.� �� � �'�'�Mr.. �r�������r�r�.�����-�������_�� � � ,� —,�.. ��_�_���_�l��_■ _��w-������ �� �� �_ N� � __. _ , � �.`� � .�-. --■., � j � � _ i ; � t I � •. .• j f � • • • • , � � : ; � , , : : �1 1 1 IE �� �v�� s •• •` � � � � . t i . � f �� �� w� �■ � M�� ' . . .. . . . .. .�.�----,..�.�.�. _�...,..�..�,�.�..�.�..-....r..�.-.--�..�... ..�..,,.�..,,,�r.�.�.....-........•— iiaiiaiiaiiaiiaiiiaiaiaiaiiiioaiiaiiioaiiaiaoiiaoaiaaiooiaoiaaiaiaiaioiaaoiiiiaiiiiaiioiiaiaiaoiiaaiaiaaiaiiaiii �� �� �r�' �� �� "��r �� ..� * ����������r��i����A � ■ ��� ����i�� ��Y � �� .�■����r�����i�/�ur:� #�� �+� +i1�r����������� �;���r�rr.•��:: .�!�1�r�,,;;!��,�� r� �1�t���i�������1'1�� _..�„s�„�,�'�r��' �.■r� �.�;��►���r������� ��ri����������.. ���5% � ,� i � / � ����. ��"'"' t oiaioaiai�aiioaiiiaiaaiaiaiiiaiiaaaiiiaiiaiioaiaiiiaiiiiiaiioiaiiaoaiiaiiiooaiaaioiaiaaoiaaiioii riifi�aiai ��„� .1111111111111111� :1111111111111111.> •�M ��.-� =,..,,�-.�r.....-,._-..-,� . � , ��� %i . �'� ..,` ��� �� � � � � � 1 � � � 1 � � M������""��� "� � ,��, f � ...� � �,i�����r�����■�., �.��.�1.��.�l.�1��.►. _ ��.,�����..r.�...r�."�� � � _�..._���._..._._���...1..,..���......��.,� ...�� Typical Stone Caps Typical Sfane Veneer 4" Cvt Stane caps along 5" Mossrock Veneer enfry walkway and stair w/ Norfzontat Emphasis W���s. :��t������������.► :i������������:► � � , FRONT EL.EVATIC�N A3.1 SCAI.E: 11�4"" = 1'-4" NdRTH ypi�_ai��.exis�r_S�an�e v -Exterior wall mounted fr'ghf re : supplied cut sheets � � � I �t;t��C 5. Tta� ni�v��;�, �if� I ;�f1�t�:�;�;{t:cs��str�t�i�i;�Lw',�;;.��?�>�� � ..rrr � � = o0 "� %� � � �� � '�3 � L r 4 aa � T.Q. PI.ATE @ GREAT ROOM Q,� `�- � ^� � t'�"� CO 123'-0`" � ,� 2. '�O N .�� �� � � N (� � •r�. Q Q) � � ��� ���a � il! �.`, � � G � (_) � � U � tU o0 � � � ''�' �? t�7 W ph _ �. �. �# � � � �� � � � t� '� T.Q. SU�FLC7tJR C GREATROC�T �" � i �'-o" t� V �♦ . • : ♦�• � •• r . . . . . . �� # � i i, • •� �M � ioiaiiiaaaiiiaiiioaiiaiii • • ' • - , . . - : � � -' ' ' � . -. . . . .�..r�.�.�f . . . - - � � � � % -.-.. --- � � T.C7. MU�ROQM SLA��`1 � 88'-6" M � _ �- T.C7. GARAGE SLAB (��t�T _ _ s7i_o" � � � �- � � � �� F---� � � � � � � � �� � � � =�v . . �� � � �� � � �� �� � � � � � � �„) r--a �� � � � ��� � � ���� � �� c? ��� � � ���� � � ° W� ��� � �� � � � %' `� � ..,�- ��. ��. �:� � F�1 ,,' * � (� ` , � K ,� '��, ��� z � � � ��i i� . 1 � � ` , ., :3 ;L �' . i. ,. ` !+?a � _,-.� ��� �� .. s '� , �,'�� �I � ..a.�, � � � � l ` � � � � �+.J � �Q Q� ��� c� � ���� � � � M�—i W � � � � � W � z � � � � � � � � W � C? � w .� � � � � H � � � � � � �� w � �� � H � � � � � � � BUILDING ELEVATIC?NS i • • • • � � -�s � iypical Accent Roof System Standing Seam Metat 4 Madei # N Calor # � i +.� � f � ��� � � TYpical Stane Capx 4'" Cut Stone caps atong enfry walkway and stair walts. T.O. SUBFLOOR @ FAMILY RUOM 100'-0" and 8276' usgs datum � � Dashed Exrsting Grade � T.C.�. GARAGE SLAB Q FRONT 87' 0" 0 Typicai Stone Yeneer 5" Mossrock Veneer w/ Horizontal Errrphasis I � --1 i� s f � � � � � ••' 6 .. • � ; i i �_ I -. •.. �- � � ' I ' � � ' � , ■��■ �1�"�'�' � � I I � I I" 1 - 1' ' 1' �!- (� i� � � � _, �� � � , i A � i { . i; ;1 � �, .. �� � . � � t � i ( � �� M �/ - �������� ..__ -__. .__ ..... _ --.--'�---'`-' � t�i ,�� ��. 5,_9y2 , �'-2„ �3i4�, � �� •� .. � �� 4" �picai Poured Gancrete Retaining Walls Er�gineered Concrete wails wJ matching drysiack stone veneer. Window (3J2'-8" x 5'-b" c: _�. �itr � � "..�, fd _ �`i.�.,,±..»,.+V. � SA. m' �� ..1`:... �Y,'�� .i,�`.: :,�'1*' `1� ;�. `�:r°s� ��.�... Window (2 j2'-b" x S'-Q" csrrtt , RIGNT ELEVATIC��I A3.2 SCA�E: 1/4"= 1'-0" Windaw 2�-0�� x z�-a�� �1Qi •� �5 � Typical Cedar Sidinq Rough Sawn verticat ix8"s & 1xb's Board on Board Color # .-- 5 A6.2 �w ' � � � � � � Mode!���(((# �Q�� � � � � • � Solid 1.1ne Prapased Grade Da�hed Lir�e Existing Grade 8244 � T.O. PLA7E @ KfTGHEN 123�_0" lvietCtt,,.*" .��'"" �M� � .�^''" �/ T.Q. KITC N LEVEL SUBFLOCtR i i z�-o�� . i � � � � � � M � ! � � • � Co»cret�walls wI drystack s n� veneer. � � • ♦ • • . � � � a •� : � ..""" � a �...� �'' � i$ ,�, ``��< .�° � ` � � �' s �+�, y a , � ' ^��-', ta Y� , +i i'S k " � S " *'- � v, n �� �'.. a� c r. � � ti�„ ' � , ��. ��g � . s ��° a . `a+,. ��'`�,.�� ��°'b g� "°� ���,��� �� � ������ �� � g � � � � • � � � � � � � � � � � �� � �� � � � l � � i , �GJ�� �. Tt��llE���E,'t1, �{�1 �ir�f �ii�. ��;rG; j a�ir��::lic�t � i;�rs=;i���� � .�r � '`� C OC7 �` �� CX? �QJ C� � O� � ��O c0 � � ,.,._ ct�7 .F— � �� a � � .= cp � � � N C7 � •ar� • � (� � �.�. � � o�i � � � a i� � � (� c� � U � ai c� � � t'�r7 �"� � a � a . ,,�,,, S�. o� +� � U �- :� � '�'". � � �� � � � � \ � � � 1 W � � � � � � � 1�'Yt � � � � � F-r-I � � '�- � � � F�*�I W W � W � � W � � `� ��� � � � ° w � o � w W � � � � � � � � � �' � � � � oo �., � .—� � �--�-i H � � � � F--� � :` :: • ;: +. � • • . . • .� 1 •• � . i � . . � . � .. a ' . � i � � � �• •• � I� : � - . � _ __ Solid Line Proposed Grade �. ,. . o:. o . . ..: 4 �rrs �/wr�r ' ': . . . .. . . . ' '. ���q n�sii�� . F � . ��� ws�Y � .rnw^'�.. rT. _ ari w��r� yw� rr�s i �wr: . . !'°.$.+ . Dashed Line . ` . .. rv' � . Exisfin Grade 8304 - � . .....:: ..: _ . , . .. � . ...: . .. , . : . ,. .:.. _ ,...:. .. ... ... . ... ::, .� .: :..: . .. . . :. . - � . .... . . ... :: ,. . . ,.. : .:. .. . • ... .. . : . ; ,. . r. . � ._ . :.: , . . . , .: . .. .. . ....:.: ; .,�...:..: .:...: .... � . _:.... . . , . .. �. w�naow � -:. >.:. Wtndow � Window `_ .. .... : , • . ;., .:. : ,.. ���� �„ ��,x b�� � - - - - - ,..... .. _ ..... ... :.:"<...':. , . . . . .. . ... ... . -,'. `..':_'.''. :.. 2' 2' , 2, 2� 6" 2� 6�� X 2� . . . .. . . Y , . , . ` .. . . .. ' . . . . ,. . . . '�r..:/� . .. , , .. ";: . . , . _ tv . . � . .. , � `� � .. . � • , T.CJ. SUBFLQC}R @ KITCNEN 112'-0" � • : s�• • : s•�• .. � . � � , ... .;.;. :# 0 Typical Stone Veneer S" Mossrock Yeneer w/ hforizontal Emphasis — ' � . ' R � . . . � � -,+� Typical Stucco Svsfem Authentic Stucco w/ integrat color ta be determined. N7 o... o Q. . � � � � � ,: _ . H a t �: ?ub� P t' , , a � c� � CRAWLSPACE BELOW BAiH #2 , BA�K ELEVATIC�N A3,3 SCALE: 1 /4,� = 1'-t?° � ,�..._., ...� ...� .___. _.._,. ...�.. ,� _.__.. _._... � �� �S Ri ii ii 4 � � . .. .. .. . , i� � n `�� ..... . .,. 4 rr i• � cr CRAWl.SPACE SELOW NtASTER BATH 4 :� : � 7.4. PLATE C MAS7ER BATH 4 11 123 -0 � M : •�• • • : �'�� r�' � T.CJ. SUBFLC�C�R G BEf�RO(�M #2 1 Q2'-6" 5 �^ s �q � "'� � '+ � • F fi �""rv �3�. t, .1� � .� � �..,,- . �.,� f' '; � _ � MKa S � a:w���� �����`t� � r N� $ �. � � � ���.� ���� � ���� ����,� � • � � • � � . «.► . . r � � � - 11 � i� � � . � i � �c�c�#t �. T�rnipse��, A�A �r�#�;i�s.t��re� ��sir�.�'ti�� ( i:tt:'�Cs°t�5�t � wrrr � ~ � C� � �� CK7 � * N KV'7 �� � C7 � �-- W O � � .� � � � � � � CL. � {N �r � � � N p � •... � CU � � U � � o2S � "� � CJ C.�.`� l�.�. c � � cr � "� U � (ll � � � tr3 F' N � w� a � � �. o. �� * � ` � � �) � '+�� i v � U .fC � "�1' � r- � � .� ° � � �/ � � � � t'�"� 1 i-i-i � � � � � � � � '� � O � � � � � � � � M—i W W � W � � W � � Q � � � � � � ° w � a � w � �' w ,-; � H � � � � � �. a � � w � � � � � 0 � E--+ � � � • i • ,`!r •� � • • . • � .t'� i .• � r • � • • � • ' .r i � i � � � r � •i •• � , � 'li � 's • � � � '`! �,'" � `"'�.. T.O. SUBFLOOR @ I�ITCHEN 112'-0,� Qashed Line Existing Grade 82I4 �'`y,. .'`4 '�,,,, � � `~ '"`�. � 5 �' � ��� �7 ���� � �� � �� � �1 j � e u �t �' � i 'I �� O � u� �; I 11� � . -�..,.:, , _ " � ::;",�`', ' , . >�a�� .:^ '\�'^.' ��°: .;'.�µ.,�(,^a.: ' t',��'" �.� �'�'.}"'�':",�:4:.,`t:st."�:.'t.... �.,2`: ' � - s' " I `,` `,+�.'.,�;�:c:..; .".�°:,:'"'�" ''�-'r''� .._. . , .. .. . . _A... , .� t� ... .. .,:......,�., ` . . .. ..„., ...:,. . ,, �..,.. :. . ,. .,.. ., . ,,.... , ..,_. , ... ; .... ,;,,`,,. ,. -�'< . Ty,pical Roaf System SO Yec�r Asphalt Roof Mode1 # Calar ## � .,. _.. . _. , � ..., -- — } � E ! � j t I i ; j i �S 1/' 3 � i .. .. . � . � �.;�..... ,.�� �r� �!� �n _ "��� i��l�'��� r�.�ii 11�. e _ �_ � I►�� t:: �. � �N �� `,Q � —Typicai Stucco System Authentic Sfucco w/ infegral color ta be determined. T.O. PLATE @ MASTER BEDR44M �, �, ?.O. PLA7F @ MASTER BATH � ���-o„ `'`"�.. � � T�+p(cai Accent Roof System, Standing Seam Metai Model # Color # T.O. SUBFLO(JR @ MASTER BEDROOM � � s�-a�� Dashed Cine Exisfr"ng Grade 8252 a ,,,,�*. � �suaF�oo� c ��d�oc�rn #� � a��-�° � � � � � C°� � � � i � T.Q. SLAB @ BEDR QM # 1 � �-----_.... .__. ._.1i _ 91,_6" �I" ___..._____________________J �� ��+�., � �""""� }.'�'� � � : � � 1 � � � � � � LEFT "� � , ELEVATIC}I� � � A3.4 SGALE: 1 /4° = 1'-0° � h�C7RTH ; � H � � � e�-��i � � � ' ��� w�� � � � �} � � '�+.r/ � � �� M--�i �� ` ","� � � � ! � � ���� � � ,�� �� ��� � ��n � �.�,w '� ���- � � � ' �� >;� i� � �J �� ,.. , � g ` � �, , N � �, � ;; �� k � ��:A '� � . �. � � .� , � �. �>_ � �� �����a � �, �� � � `� �'`��.� � �, � �����:�"�� ������� � ��:��fi �. 7:�rn�p5���f, �Q�1� cua�=.i�s�i€ar�;� r��atjl�t:�r�°€ ' � �""�r wr..N � �` � � �, ,i» � ° � v � x � � ,� m � � � � ,� cra c � � � t�! • �- � � � � � N Q p�,, •.�.. ;,;_ CU � ,�. t3 �= � o� �, � O ,_ � O i�.. � � (_�,? � � � ��a�� � � t�? � � � � � � �.. tr. +� � � � � � � J� � e".'^ �' � ',.o, � � � � � � �../ h�'-� 1 � � z � � � � � � � c� � � � � � � � � � W W � � � � � � � � � � � � � z ° w � c� � w � � w � a t� ��� � r`' � F.� oo �, � � � � � � � � � � � � ii �:► �' ;, •• � • : . ♦ .,� •i � r � � . . i . � .. • � , � i� � � .r �� j► / BllILDING LEFT ELEVATIUN ��. m Arapased Grade Cs� T.C?.W. USGS = 8313' Propased Grade tine Existing Grade line � `„� �. �, ° �, �, `"�. : � "��. _.... _ ,.. '"�... "�s �`�. "`�4. ``�. "'"�. '"�. � ''`���. ""��., _ . T,, ti R .., : � : , , .......... ..., , _ ........ . : ...........: : : , _ _. . ... .. ..., : ,, _ ,. , ,...; .;........z ; „ � �:. � �:�: . � �� ; � '.:: ..::::`:n..:. ;.:..:. :::. $ . :':::::� r T.Q. PLATE @ LRNDING � `�., � ``'�� � `'`�. `'`�. o� Stone Yeneer `""�• ° Drystack Massrock Veneer �'`'�. � C o v ' d .,,� �-- - -----P-a-t `r-a-- - T.O. SUBFL4C�R @ MASTER BEdROQM 113"-0" Crawlspace Per Structural Engineer . • 12 5[% _ /ViQS�'Gi_ � � ``,�. _Powder .``�. � � � � Sfiudy 12 '`� 5 `� � ;"s ,�. � �edroam # ``�. `,,• � � ..... : ............ : :......... ....... . :........... : ........... : :.......... �-;.=::::= s-i-i�`:.:`:'; ; :::::::`::s : ::.:::::.; : €:::.::"'.i : :::::::":: : :, -� _ _ . � ::... . ... :�...,. . . �:._.. . �::� ... . .....::: : : F.::::�:.�.; : ;:_�::::.T Bedroom #1 , SlTE & BUILDII�G �RQSS SECTI�?N A4.1 SCALE: 1 /4" = 1 `-0° a3 � � � �o 0 T.C}. PLATE @ STUDY 124,-8„ T.U. SUBFLIJC?R @ MASTER BEDR(JOM 113'-G�" T.O. SUBFLC7tJR @ BEDROOtv1 #2 & 3 102'-6" � g~' �,. ``�. � � � �� � �"`�. Edge of Asphaft T.O. SLAB @ BEDR(3C?M # 1 "�, _ USGS = 8265' � �� s -.-,,. � -�.. i?': ; ,.. �"`"""'" ..,.... T.4. S�AB @ MUDR�7�M 88'-6� � ������ ��� ��' „�� � � � '�.�1 � �'``` � � , �"'� ` � � � �,.�/ H � � � � i �� . .. � i• r �1 � . �' VLyLf�L �./ �LS5y#���i(�iy���Ja�.�U�W{f�3�4iY �) V�1 Cgw'�6i�L�:� VJ� �3J U4!ii!• 1�{i ��IY� l'��. � � � � � � � � � � � 1�-/i P� /ti �p � � L � � � M .�-. � � � � � � � � � C � p � •� ,d {ll � �+-- � � _ � � o � � a � � � � u � t� co � �� � � o ,� o . .� Q o� � a�i C.j Q" s � �t' *�N� � �- � � V � � Y � � � t F"'*"'1 � � � � � Q � I""'1 '� � � � � � � � � � � H W � � W � � 4 � ��� h-y � � O W a � ►�-� w W �' w ,� a � � � � "'�' � a r.,� oo w � � N � � � a � � � � � .: ;i ;: ' � .. � • • . • ! ..� .� . � ♦ a . ! � .• � � � � � • � i .. .. ♦ / :: r � 3'—Q°' 12 5 C�' ��,'..,w:,,� � :, Roof Framing per Structurals Ridge Beam = Raffers = 12 .� `�15 «�" :. . � � _� ; . � � � � �:CtStP.t` Bpti1 � � � ' :� � � r ,, � f f r �,' /��f��/ i .`� �j f ' ,,'` f,, r ;% f /� �t� ty � 4/ �' %�r°��` ��'�"� i� : ,. ' ;'` � ,, , ,;�!�,/;f, , � ` t ` ; �, �,`�' �,� � � ��: � ,�,�,� r ,!� � � � � � � � . ,�:. ...,_ '+ A6.2 - O � T.C�. PLATE @ MASTER BATH 123'-0„ T.O. SUBFLQC7R @ MASTER BEDRUOM 113'-4„ T.O. P�ATE @ LANDING � �— Sfione Veneer ° DrysPack Mossrock Veneer Cav'd — — ----P- a-t `r-,�-- — _ T.Ci. SUBFLOOR @ MASTER BEDROOM � 113'—Q"� to Strucfiurpls �'-o„ Typ. O.H. � 12 5 G�' Master ; 7 � � Pawder �_��� :r :......... : ........:.: .... : .,.. :......�..; , ::...�.....: ... : ... _ , : : - _ _... ._; : :..........; � :..........: . `. � . .:.: "� : : _: ; w.:.,._� ; ,....�...: : � ........:..... . .. _ r ._ _i ; _�, r ;v......_.; : ;. , ; �,��. � ; , __. _: ; ,.: ,;_ , . . . .: , ., � � � ;._.�..- ....... �. , .. .. , �. � . ,,���, _. � .. . ._ . ...........: . .,..._.., . . .... .... :;— . . s. ,.,.. .:., , . g. � ..: : :........... : : . .... .... .... . . , ........ ; s ... „t t s� ..... . .... ...3 ; •° , i..........: :.z,., ,.. � ....:,;.; : i.,..,z.,,.� ..,, . . .,. ....... � ;.:. � . , . .., s „ ............ : :..........: : :....._...., ; .. .... . .. .... . .. .... ...... '......_.t i 't..........: i ?..........j ; ; : . . . ;......_... 2 i.. . ; ..: . :....:..,,,; . .,,.s, .. . .. . . .. ,: ; ;; ..,; : i....�,,.. r : . . .,.. . „ . ., .. . , , ,., v�; i ;... .,. .q ... ,., ,. . , .: .... . :..........: s.,.»....... : ;_�..,..., r a.,.,.,,.,,: : ..,,..,,. � BUI�QIi�� CRCJSS SE�TIC�N A4.2 SCA�E: 1 /4" = 1'—d" Study � :1 � � � Bedroom Bedroom #1 i • '� 3 �`"`� — - SS S ECTI �'J N SCALE: 1 /4" = 1'-0" � � 0 � T.O. PLATE @ STUDY 124'—$" i : •r' � ' : i"!• � • : .•• • : .•�. . : � . T.O. SLAB @ BEDROC?M # 1 91'—b" � . ���'.Q. SLAB Q MUDROOM � � .. � � � � � i .. «�► �� . � � • � � � � � �, � � I � • � lI �'.. �����.,� � ` � �f < I� � I� �� , f 5�t�t� s. T�t`tttp��eG, ,��1� £;rf;i1�;3�3:ire ; {SJl%��`il�fC�l# i�:t�ti�'""�>C�1 . +! 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F" Y ` C� _ i � � 'i 1 Ci � ' �� i W� -�. .. - f !__ ____-� �___ ___ ! ��.� � � �� �, � �, , , � � , f, , �, � � ;� �� �� �,= , , f ,� f � / �, � � ; � ;. ; ,i,/f� ;:�'j!�;,/ , ; ' f „ ,j /'� , ._ ,_� � ` i� � ,�i � ��'���f� i � �/ r � - ��'' ` /� r .�� f �, %� %.'�J� %/ ' i � f / / �/O�C{S�7!pCE � G/ � , � / / � ; , � f�u , , , ,� ; : ; , r/'� ,,'R � �! r � ,r`� i t0 $ CtU(p!S ,.1/ � ` , , , � i ��f ,, i�` �,,,'' �`� . � f ` r' f�/ �J`` ; j f/ f� ; ,; , ..'� ' � � . . .. �/ /!/, �/� : � � l } .. . ,'. / .��. ." s . .�l ���� � � . . .�,�:� � ! . .�w�.f ,wy� »�ir "t�+ �I�«'�Fi / :' ' ., � ff : .. ._... ... ... ...:... �. ...:,.:.. ,.. ..'.... .. ... .:... . . ... ,. ,...� , � ' �. . ..�. ' � ... �� . . . �� �- �"-�"----�- �y�. ca,�. i T.C7, P�ATE @ KITCH�N � �----; 123'-0�"�- – ! ' `�,�.�,.. _� .. Q €_:� ^� �'^� ��i , t �� .. ... {.t.,/. ��ITt""„�t;E[�:L:�'k'E"l .�`A�114?�LC??�}C� � . : . �' _ � l 2';-bt, i .. , '.. . _. . � : : ! � ` ' ` r ,� . . ;_ .. ... .. . .. / � . . . . :... .... .�. f . , .. ._ . .. : .... �:. / / � .. � . .. � � �. , ff 1 I � i ��� '�, �,� _ � _ `�, . . � �' �.._f � � � �� . ' -3 .. .. �:iC�WIS�SfdG� ' _.,w�.�., � ., _._ . . , �. NC?t 10 GXC@4�.�-0` �G,YiI ' T.O. SUBFLC)t1R @ BEDi2(�Olvt #4 � , 101 ` �,'�-9r'. h b _. � T.C>. GARRGE SLA� @ E3ACK � 87'-Q" ` �=�4 � � � Ridge Beam Refer to Structura�s r . !i ! � ' • i �r'1� m� � Sfiructural Be Refer to Stru Powder Z _ 12 ' `�15 Flat Ceping Underframe� tn tanding Area !O _� o, . .. � �� .. \ `� � ----�-- O� / / / / i � Foyer � � Ski Changing 2 3'-0" A6.1 �; +.� �: � � � � ` �.. � � � � � Structural Beam Refer ta 5tructurals . .. Covrd EntrY eck ..���.� ' � h 't�t � � � t � _ � � � : •.- • . . . � � • : •�• • � ��s � I� + � � T.O. SUBFLOC}R @ FAMILY ROOM � 100'-0'" and 827b' usgs datum :� � T.C1. SLAB @ MUDROOM $$-6 T.O. SLAB @ SKI CHANGE 87'-6" ,, :� B�1ILDIN_G �''�ncc c�r-r�r��.� 0 � � 2 A6.2 � i � � • � w �� � • : •�• G R� � � I M�t i • • 2Car Garage Driveway 2 BIJiLD CRC�SS SECTIC�N z�- ��,;�.�_..a.,..�=r��._:�. .�:. ,.: �.�.�z���w ,...._>�,. ;..��._...�:,,._„ . :�<' �. , '7`�'�"�''°f � ���7 ...- _ ���� ., . ��Tk, „ �„_:. � .. � .,..,.,.. _ .�,�_��. , .� . _. � ... �� _ . _ __ _,... , , . �-�- _.,.�. . _.._ . .�, ,..:. ��.. . , , _ �:�;... .;,> � 4 `� 4 0 i+� :� T.{�. PLATE @ KITCNEN Y 123,_0�� � � � � C'� � � � � � � � ,�, T,4. SUBFLOC3R G GREAT�M 111 �_0�� � � w �h V � � � "��11� � T,C�. SUBF�C�4R @ FAMILY �� 100'-0'" and $27b" usg5 da ('�"') �� � � � � � � � � �,.�/ � � � �� � �� �� ������ ' . � � ����' �.`�� . � � � � BUILDINt� �RC�SS SECTIt�N A4.3 SCALE. 114" = ]'-0" � Scc,t� �. i€�rr�ip����, ���a� u:���.�,�:�re ; �y��uCZ:�t j I�t��a� �c� � �w � -_� � �� � � � x � Q�� `� °ti � � � � � � � � .= a> �; � � N C) r'" � � •� � � y_ �t-- � � � � i 'i� � -�'° � p�. � � � � u v ai «> � �� 1—' c� o�� . .� �.. �. t/r� � t j �- � � � '�'. � : - � � � � � � ��..+ � 0 � � � � � � � � � o � � � � � � � � � � � � � � W �a o � W � � � � � a � a � � �' W � � � � F-1 � � � � �.., � t.� oo w }/ � � � � � O � � � � � :► ;: ;: �, .. f M ` . • .1� �i � „ � i � r f � .a • � � � • � � ,. .. i BUIL.DING SECTIONS ��---_ . f ; ; ,� ! : `r, � .�_�:: � ��_;.. . _ �' � � __.._� � _.� � ,� _ _ _.� � �r.o. �e�cr���, �.�v��sus��oc�� Nc�t Tulb � t /��,/ ; '� � / ` s , � � �, f .r!, ��//�f �,f,�� � - � � , f ,`! ,,/ �, ,� % ,'i r�,�' � / ' � '` �' "r � � '�/�` ,•',j / ;:! � , , ,�,� „l � ,: i �,� r'� � , � v�tasp�� , � � / �!;�Refer to struc ,r �,, `j /`., f rJj'l�jj f F/ ; ' '' / ; i .',�, � /f� ' ,'F.' �f i` �' , ; !% , % . % / f '� / ` l !l f,� /�''l / %, ' ,. �� f ,if �/� ' r ,;,� �= � - , � � � f i � f i. j ,/� r! �� % �� ���� , I � � � � � � � ' � � � � � r T.U. BEAM 112'-0" . • : •�' • 'i• !! 1 • s : . �� �• T.t�. SLAB @ MUDROUM T.Q. PLATE @ STUDY 124'-8" T.O. SUBFLOt�R @ STUDYh i 13'-0'" T.O. SLAB @ B�EDRQOM #1 � 91 '-6" � : r +r T.O, P�ATE @ KITCHEN 123'-0" T.O. KITCHEN LEVE� SUBFL(?4R 112'-0" T f1 C. k D A!"'.0 C I A Q (nl Q A/"`t/ SCALE: 114" = 1'-0" T� r� �oc� r-�nt� n roc� V ..1 � � .� � � �'^�� Stone Veneer � (�('� Drysfack Mossrock Veneer ,� � �"� r r� c� inr-� r^�r�n r� CA i ll� VI]f�,r�l il'V"'1 i �'-u�� ana �:��6� usgs aar� � F-�-i � � � � � �� ��� � ��'�� � ��R �� �� "� �� � �� � i �� ��� ��� � � �.� � �" � .� �. ��� , � � �4Vli t�. ��i�17F�a�ltil+�U� :t"�ii'Y �tt:i"5�;:�i;r�;;tXJl��'iiC#:�Un� i�t�fi�'�!t�s�t � � � � C o0 � � W �t� M 'i3 � z„ �-- �a � �' � � � � � � � � . � c� � �` � � � Q �` •ww � q� �3 4-. U �`_ � o� � ,� �,,., o °o ,��, � � �Uc� � � �' a� �o � �� � � o ,� o t �+�- � �' � � � � � � � �7' r 1 4/ T � � � 7 � � � � � � 1MII � � � � � � � �1 � p � � � � � � � }""; � �I ol.w0 � W �� � r�� � }-�� � �a � � � � U� W � C} � � � � w .� a � � � � � � a � t.,� oo w �� � N � � � � � V1 � � l \ �-u v � �.. v � � � �...f v � a..i � � r✓ � � SCALE: 1 /4" = 1 � ��� < .�..�.� , �--�*.-�—�----� r"? , .. . %_�tr':;: �C(3�� �. Tt�CCI!j]u�+�Q, A!1� ��;`rx�.�r�;;CS,���uc��n� i�t�i,��� � � � w. � � � � M�► � !� � �� ■ � � • � ..... � � � � � � co � � M x � /1 t � m °` �r � �. M O � � � � � �-- � � � ° a cv a ��`',, •� � ,(U � �— c� i ,; �' 4 °a �.' Q � c� � � u � �i co `.n �"i i i i� �y �w0 , , ,? i2 0• � � U � .,.. � � �ct "�"" p r- � � V � I� � • • , I i � � � •. I i• � , .. . • . . . , • • • . .. f .. • • � � � i M • i2 5� `!. ,� �yw�„�y...�-^r,.%^'�".,.-�`"' --"' ,.,.. �� f _ ; , �,. `i _ . . _ °.. 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BLOWN IN CEILiNG INSULA7ION R-49 MIN. PROVIDE BLOCKING BETWEEN ROOF RAFiER5 TYP.. Master BqtFt BATf INSUTATION AT MID-FIOOR LOCATICtNS TYP. Crawlspace 6 Mil, pLASTIC OVER SCREENER GRAVEL AT ALL CRAWLSPACE LOC. 12 �5 jtt/.i'A`� :*i . � .. :.:...:. . , � ,, , � : ; ,� :�,. `:...:ti,; , �,,.:.:: � � R!..,�: /'+% .: .. , . ;"a. :+�'- i+:: �/ �i •;s;':e,+r•;.�: � � ;rf f�' . i � � �fr � ,� t,. �� f �}? � ��P�" f,/, ,�<V �,r �t.;:`;�;",. -`r' ''��'^,;: .. .. . _ ...� •.R'� � . 3,-a� $'-0" AFF , WALL SECTIC�i� A5.1 SCALE: 3f4 ° = 1'-0" PICAL PHAITROOFSHINGIES R4(7F IYWQCfD PER d" LVI. R FTERS PEB STRUCTURAL ,$. CEQ R i X6 T&G SOFFiT S. CED R 3X8 RAFfER TAILS IN. RdUND SOFFIT VENT IN 1. RAFiER BAY TYPICAL. TYP. fA$CIA : R.S. CEOAR PASCIA, DRIP EL7GE OVER. 2X6 OYER 2X$. C7WER 2X6 SU8 FASCIA R.S. CEDAR 2X10 FRIEZE BC7ARI) STUCCO SYSTEM, 4R R.S. CEOAR VERT. SIpING RS. CEDAR 2X$ HEAD TRIM & FLASHtNG AlUtvti. CLAD WQC}C? WINDOW JE SRl EXTERIpR 2Xb SND WAII R23 BLQWN-lN-BLANKETS �" C,YP. 86. 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CEDAR ;IA, +&, a 2 WALL SECTIC�N A5,2 SCALE: 314 " = 1'-0" TOP OF F IN• TU T.O. SUBFLOOR @ I.AND 11 STEEI C CONC SiEEL BEAMS PER a q V � � r �r /'. � � • � � r . �, .. aA ,. ... i• � r 1 � i � �� ���,�� �. Turr�!���e�, A�if� v�i;Y�.��ax�G; �i��'slt�:C�t} ��sC�fi� €'�� s s• � • s• � � • • � • �� � � � + s• � • •• � � • « • � / ` .� • � i � / + • � 1 •• ! � i � #r ♦ • f • v • � �. V � � � � ^ � � � Q i� � � � � � � � � � � � � H W � � � � � � � � � � � � W C�? W � C�.� � w W w � a F--•1 � � � � � r�- �., � oc> t� �O � � � � � � � � F�'` V :: :� :: ;; .. � - .. . . ..�+s .. � . � ! . a s � � ., ,� • � * • I � �� •• y� �I WALL SEGTIO�IS Bedroorri #3 — • . • . ' .., '.'A! .. ... . ., ... t �• . . . . . .�.. ,....... '.ei, a.n�� ... .'. .... ..�,: .:. ,�.".�:.; ;.� ,:. , . . ♦ ..� .� � £ . . �. . ........: : `. ..... .. .,h.' F J . : �.. ...... : . ;. ...t� . . ' _, �� . ., .. ., . .��,�....<.. ..._ � . .....;. . . :i� x � 3�. p. 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DQUGLAS F{R BEAM PER STRUCTURA� 12X12 R.S. DQUGLAS FIR COLUMNS ST(JNE VENEER FOUNdATiON WALL PER STRUCTURAL SC�FFIT DETAIL 2 SCALE: 1 ° = 1'-0° RE: ROdF PLAN ASPHALT ROOF SHINGLES PLYW�OD PER RAL AFTERS PER STRUCTURAL AR 1 X6 T&G SOFFIT 1ND SOFFIT VENT IN CR BAY TYPICAL. :IA : R.S. CEDAR FASCIA, �E O'✓ER, 2X6 OVER 2X8, 5 SUB FASCIA �R 3X8 RAFTER TAILS 4R 6X1Q LOOKOUTS TEM, OR R.S. CEDAR C{�VERED ENTRY �C�LUNIN DETAIL SECTIC�N SCALE: 1 " = 1'-Q" 2X6 DROP CEILING PER PLAN LOCATIONS 1'YP. BLt�WN IN CEILING 1NSULATIC7N R-49 MIN. PR�VIDE BLOCKWG BETWEEN ROOF RAFTERS TYP.. Master Bath BATf INSULATION AT MID-FLC?t7R i r�r-eTV��ic rvo � ,� � METAL RQQFING FLASH{NG T.O. BEAM PER ROOF PLRN 2Xb R.S. GEDAR PRIMARY FASCIA 2X8 R.S. CEDAR SECUNDARY FASCIA 4X12 I�,S. DOUGLAS FIR RAFTERS @ 32"O.G. 8X10 R.S. pOUGLAS FIR BEAM PER STRUCTURAL 12X12 R.S. DOUGLAS FIR COLUMNS 12 �5 3'-0" • �• : ��� TYPICAL SPHALT R{?OF SHIhlGLES &' ROOF LYWOC?D PER STRUCTU AI. 14° LVL R FTERS PER STRUCTURAL R.S. GEb R 1 Xb T&G SCJfFIT CED.�'�f� 3X$ RAFTEi2 TAILS 3 IN. RQUND SOFFIT YENT IN EA. RAFTER BAY TYPICAL, TYP. FASCIA : R.S. CEDAR FASGIA, DRIP EDGE C3VER, 2X6 C�VER 2X$, OVER 2Xb SUB FASCIA R.S. CEDAR 2X10 FRIEZE BOARD STUCCC7 SYSTEM, OR R.S. CEDAR VERT, SIC;ING R.S. CEDAR 2X$ HEAd 7RIM & FLASHING ...•,"' . � �'M. �Lf�D WCJC}D WINDOW ILI. �► ' ' �, � ' � � C70d EXTERIOR NG ) WALL 1� ►T'P!lP�:i�l�il;1-�•� BD. QN 5 MIL PQLY �ARRIER _ _ _ ___.___._ _ ---__________.___� ____. _._ ,,___ _ __ . _ �` ��"��� ���`�' �,� ��� , � � � � � ` � � � SCALE: 1 " = 1'-0° <4 � � � � • � � �► i i♦ �� �r M � � • � � ���t� �.1"urr�ipue��, ��A �t�#'f$:,'i�u�e ; P3,t(��clt�t;si ( i"C�ii�"�a�t t e � � 00 � � Ot� Q,� � X � V/ Q � � '' � t"�? a? (� � � � � � ., � M "� '° O � cy p �., ♦� � {�} � 4- ir. � �' � C� O L. p � {�,j ccr.�, '� t� � N �0 � � � �"" � p � � , ,� �. o�. � a�i U � y— � � � '�'.. � r- � � � � � � � � 1 W V Z �� Q r—+ i!� � Q � C3 p � � � � r``� F�i � W � W � � � � � � � � � t'r'� �+ W � � a � � � � � w ,,..; ►a H � � � � � � w � oo fs, � � � � � � � � V1 � � �i i �i � .• � � � . • • ..[� .• � s . • � • � � ' .. i ' � i � ' r � .. .. ' � � ' i . i• � fNT � �. I itJTER10R j EkTERIC7R 0 VNTERIQR � EXYERIQR L�7 �..--- 2X6 STUD WAI ' ��---- �" PLYWC70D VERTICAL SlDI �`�� QR STUC�C7 _______--- HEADER R�: 5' CtaPPER FIAS �---- s/a" PLYW4JC�C _ _ _ _ R.Q. NEAD, ���� 2X$ R.S. GEpf 5AW KERF ALUMIh�UM C: WWG30W AS5 a�ur��rauM c WINDOW ASS _A _ _. __ __ _ R.� �� �/hMg� 2X6 R.�. CEDF `�--�.....�u� VERTICAL SiQ C7R STUCCtJ iNTERIC?R � EXT SECTiON j--�-•�--�4X3 R.S. CEC?, f >------ 3Xb R.S. CEC�, / _ _ _ _ R��� ��� 2Xb STU(7 WA ,,,,/"'�� SHEATMING ..�.-�-�- SAW KERF - CAti�K �� VERTICAL SID QR STUCCCJ "X6 STUD WALL ' PLYWQOD SHEATHING "S7tJNE YENEER ;4PPER FLASHING AND SEALANT x�� �.s. c���� �irtrE� wI v�� C)LTS - �C.7UNTERSl�JK AND LUG !°iOLES EALANT AND BACKING RQC? R.fJ. MEAD AW KERF iLUt�lNUM CLAC3 GASEMENT ,,__. VIND(JW ASSEMBLY �LUMINUNt CLAD �ASEMEN7.._..._.__..__.,,,� VINC�OW ASSEMBLY '^ EA�ANT AND BACKIIVG Rt�D R.C�. .IA___N16�. 3X3 CEC?Af2 JAMS TRIM �TtaNE YENEER PER ELEYAT{C?NS — S7UIVE VEh�EER BEYC?ND � AIUMiNUM CLAD CA�EMENT �� �� � � � WIN�C�W ASSEM�LY � � a �----- SEALANT AND �ACKING RQD �.i7. ,5{l.l �h ���4 f._ � _ __ _. _ __ ___��. J 4" STt�NE SIIL. (Slt7PE FUR f PC7S, DRAiNAGE� / 7 ° �x� srue w�,�� wr ��� ��Ywot�� ,, � I M1N. SNEA7HIhlG , ,` . INTERIQR EX7ERIC?R STCiN� VENEER PER ELEVATIQNS SECTlC)�J � � ELEVATI{�N � � V�l ��I C� � VV T� I l�r� C� �TA I L 1�1 ST�J N E' SCALE: 1 " _� 1'-Q" � �� r ::�;: t' i �•t.�,..vw�.� � �;�Y:'. „i,q .4+ . . . .''' '..'��t.' .'��ti' . •C. �.�.;�, , .. .75'k1.5" tube steel / iran .75"x1.5" tube steel J iron pickets 1'k6" r.s. cedar/alternating pieces 2.5"x4.0" tube steel / iron top rail & bottom rail wf flange (radius) 1 "xb" r.s. cedar skirt/rim (radius) s#ing r.s. cedar joists/beams , aE�K RAI� DETAIL 1 ELEVATICJN A6.2 SCALE: 1 /2 " = 1'-0�� FLASHING 2X6 R.S. CEDAR PRIMARY FASCIA 2X8 R.S. CEDAR SECONDARY FA$CIA 3X8 R.S. CECJAR RAFTER TAILS � FAS�IA SC�FFIT DETAIL ELEVATIC�I� A6.2 SCALE: 1 " = 1'-0" 12 �3 METAL ROOFING @ SHED ROOF LOCATIONS &' ROOF PLYWOOD PER STRUCTURAI 14° LVL RAFTERS PER STRUCTURRL .S. CEC7AR 1 Xb 7&G SOFFIT T.O. SUBFLOOR @ 112'-0" TYP. FASCIA : R.S, CEDAR FASCIA, �DRIP EDGE OVER, 2X6 OVER 2X$, OVER 2Xb SUB FASCIA 3 IN. ROUND SOFFIT VENT IN EA. RAFTER BAY TYPICAL. �R.S. CEDAR 3X8 RAFTER TAILS R.S. CEDAR 2X10 FRIEZE BtJARD � � � � !� • � � '�i 0 � • 1 + --- fi ��. ::": `� � � �.� - r:� . �. . ; '.' . Y~.n` , ... . •.4• .. � 1 • TOP OF P IN- TU'. T.�. SUBFLOOR C�? LANDI " 11: STEE� D CONC. STEEL �EAMS PER Stucca wing wali w( woad cap � � Deck Se�fit�►n � el or iron railing " tube steel ar iron pickets, r.s. cedar pickets �R C GREA7 RQt7M z DE�K RAIL DETAIL 2 SE�TIC�N Ab.2 SCA�E: i /2 " = 1'-0° ► � � � r � � • � � � � ♦1 � i� � �,�'_ �Uc�t� �. i�i.�rr�i��eea, Ai�a� vaCY�w�t;�e; {��f�6~�iCKit�t ( ��t�tf�? t?'�t � �� � �` � od � � � ,,,,� a t13 M �� � X �� � � � � � � � � � � � �. � � ° C �y ^p�^{� ��,, •� � � � y— � � � � � " � �C�7 0 � O � � l`l "� tt � N o0 � � � � � � W CQ „ .�,�„ iz C?� � � U � s � ,�#' .�- � � � � � � �. V � � � i �*i � � � � r—a Q � W � � � � � � � � � � tn � M�1 W W � � W � o � � C') �� � t�'t �' W � � a � � �,, � U �+ f--i r-� H � � � ""� � a � � oa w � � .-� � � � � C'-' � � � �r ir �"r � .• e 'r' � • • .ti� � .• � � � � t i � � �� � a i � * � � � ! .• .a � � : � r• � e`�n O r. 0'_9�� .. V —O ■ ��� � .,, .. • ; ' . ..�.L'�:�L. � � .�.� . .�������� z��r���tr... �_ � U —/ F r� i� � riased panel at firepiace �lass. �,ua,�,,� „�,�,�����,,�, Y.,�,, t3 C� C K riased panel at fir�place glass. * � � ♦ � r � ► i �r ���� � +��� � � �� ��� � ���� �� �l� ti , � � � � � � � � � � � � r� . . � . t � �7�iQ�E �. �I.�I��:�ut�iE�i�q T"��I�'�t �sl�i'l�wq�i;re;(Y`I�S7s1t�.�Ur1j ir,«li�! �'�;�t � �1 •i � � •• � � • � � � i ' � � .• . • .r � � • � • � � • .� • • • N1r ! i • , 1 •♦ i � i � • • • � � • � � • . . • i � .. . • . ., � � . . . . • '* s , .. � .. M �i * � . ', INTEi21CJR � DESIGN 1 � ;4 t 13'-Q" -K d- i �t �� � :�* � :� � � . � ., ,�� � ,,. � . . � 2. 15'-10" z � F i � oi DO N�T BACK AGAINST THIS { I WALL A80VE ELEV 11 �'_p� ��J i g yy .� " 12'-4" /- SOiL-NAIL CONC. WALL / BY S�L NAIL CON7RACTOR 1�i- L � t (1Q'-0' � �-------- --- 116'_0" � a S.B.F. --�{ , 1 12'-4" 15'-2" SOIL-NA�L t�NC. WALL BY 501� NAIL COt�ITRACT�2 DO NOT BACK AGAINST TFIIS WALL ABOVE ELEV, 110'-a" UNTI PAT10 FRAMING AND CONCRETE TQPPING ARE 114'-0' iN PLACE � ss o 15 � �116'-2" - 116'-2' r'J2, 89'-0" , -S.W. 92'-0' 111'-2" S.B.F. 118'-0' z LEDGE 85'-8" � � 1i5'-0" ��n' �'� ..�-S,W. ,%��� 1 a N m � StNI-NAIL CONC. WALL � 3 BY S(�L NAIL CONTRACTaR �2.1 -- -- _ � I 16 \ 4'-9" ��� �� ' � : i • � .� j a�� : : : : : i -■■� ��■���II�����II � ,,.,,...,., r �v � '• � !1t`,�U.4'�lU�!»r� �i„!!,`I�:I` � � 2#5 CONT. --� DRILL & EPDXY GROUT SLAB RE�NF. 6� �NTQ �N, wA��, �5 � 12" H� � c� wA►.t� Exr. �ra.- GRADE ' * ---- - --- --- -- - - ---i---- ------ ------------ a.o.r. ' ih r----------- -t . CQNCRETE TOPPING ARE " 118 -2 (- � -' - , • IN PLACE z 10q'-0" '' 100'-0" 116'-2" S.$•F• N 11 '-2" 9 1'-8 3 4' I ����CRAWL SPACE GRADE ------► r S.W. w -- Y. ._ -. .� - - - - - -'�r-'�r-'�'�'�'- - �Q, �- - $ � ._.... _ ` ._ � 118'-0» - ,_ �.� _ � � ., 4�, ( � � 111'-2' 98'_fl" ,_ � ;.� 9 -Q" -S I = 95 -6 � � � -j--- _�.�- � SET TOP OF WALL 4"� BELOW STONE CAP, eooRr�. w/ A�cH. SEE PLAN FQR SLAB �n � iIIIIII'fll� LOOSE FILL �5 � 12" VER?: � CL WALL � � � �J.Z. 2'-11 �,� � 3'-0" 3'-8" - - - - - � � I - - - - --) o r�� ry� `� p LEDGE " ,„ f f„ � �J QWLS. � 12", Lf1P 7 -4 _ _ _ _ � _ M � Q R I � � �.W. � i �JeNi. ' � pn �rt .f. -".G. Wf YGII�s � ¢ , � s.w. , � ss -s i11-8 1 4 I ��, � f I 1 i I � -�. �� (� 120`-2" 112"-3 1 2' �� s i �_ � J --- 111'-8 1 4. ' � 85'-8" $5'-8' � ( 3a' � ,»�J�.4 � � 7 ( � 1 a4,_0„ 120 -2 , . � . ( � g� i� � � �2. ( � � � �oo'-oM �ac� ; �oa'-a• ��� � � 85-8 � I 18 Ti�} '°---s�8 4 � �° � � ss'-s' � � I I I ;� c� i � ; 3 � BM. P�ICET ELEV. ( I rJ2. y M ( io 86 -6 � 104 -4 � �� a�-o 1� S2. L---- I � �. C I 6 I I : ' �,_��t, 6';-10�.> ' �J2. � ( 111'-3' r;� = 11Q'-0" ` � � �2,4 ( � 85_8" i � ( � $$,4p,� � �2�'-2" s5 `o � I I Q I �-- ;oo�-a' 2 � 1 '-3 2" ��, �� 1 I� �_s• I �. � � ,� 1 I N es'-o' s.e.F. f �� N � s.w. � r i ��-_ J I I�� f 1 ' T 2-o � � - - - _ _ `� I I 96��s� � C � ° � � 6 I 1 � � BM. POCKE7 ELEV. � � � 1�'-2 1 4" � ( &5 -$ T.O. SLAB � ( c"�.> u �,�. . �,=�1„ L_._. �._._ _ J = 109 -10 1/4 � s.w. s�t-s• � � � 5 s� 0 15 I I I i ���~ ^ 1:-°M ( 11 '- 1 4" �� �' �-- - - - - � rJ2.'� $ � ( � ,� ,� • ' 112'-8 1 4" - - - - -� � ( Jri2 4 s.w. � 4 L �o� � aM _ S_� ss,_o• - r- ---, � I .�� 5 - • s'-4'° 1 � S2. � � 23"-4 1 " -1 __.. _ � � _ � ,.�_�WL SPACE GRADE ^ � �i �. � � � � �2. � ( 5' 10�>, S.W, _._. _l j S.W. ��'-o• � ��' a" I I � 4 S2.1 S2. � a - � � � � � _... -��. - ;- -- I S B F 6+��$» � �2. � o� � � I 111'-8 1 4" 1_ __I 10i'-2 i 4" �:�. S 8 F-�- SEE PLAN 85-8 • �__J o C� S.B.F. � � 112'-8 1 4" � ( ... �. � ( 100'-6' 00 CRAWI. SPACE GRADE � ���-$� .. � o I 122«-10 1 2" ��. t�. � ( S.B.F. 109'-6" �`�i 87''-0" ( � 1�J" � 90'-4' = 100'-0" � � S.W. -- --- 1 Q1'-2 t 4" � "� 109 -0 121 -0' 123'-4 i 2' 99'-0" r� � �J2.4 , » � ., � gg'_0. iri --__._ �-CL _ �� f i { i � 7 .B.F, � � 102-2 1 4 N � �°1 �(°`) ({"'� i � _ _ _ _ _ _ _ _ I �o�'�a, s.w. ��,-2, s,�.�. � T � =1 I 1=1 I 1=1 I I- { � ! � I j i1F _� S2. �-__ _ ___� �----- ____ --� �oacer � 85-81 �» I r�- -_____� �oo,_o�� 9 _ � � - - - - - - ��.4 ( � � ( i i } „ 9'�-6" 4'-10„ a, �2. ` o S.W. i i ^ 122�,-10 � r E � !r • � � � A � � { � � . ' " S.B.F. 11�-k # 4 102'-2 1 4" - ------------ - ---- --- T.O. SLAB ---- - � 105 -0 122-10 1 2 � ( .� .� ( � 94s-0 � g0'-2" 1d2'-2 1 4" �=�v I ' S.W. = 87'-Q" �2. � �os�-o• I I 14 I I ; �-� --- --� I 15 s7,_2. ;' � 5 °� �°_s�° � � I I , » .=K., � I ! S2� 4 S2. 4 � � ; s.�.F, � � � 52.4 52.4 ,o. I s�'-s* :� �_ __ _ � � 5,_8" 7,_9 >' i 102'-2 1 4' • 'n (^ ," � � � 109'-6" � I_ � _ �7'-2" =$8 -0 � E S.W. S.W. g$� �» �os'-s' k s�'-a• 1 �i� , � � � � � �� � ( 99'-Q" � � ; S.W. i � S.B.F. � � S.W. 4-8�,. 4,_g , ( 99'-8 1 4. � � 100'-0" S'i2. � I I I 1 T o. su�� � s~ m�t. ELEVATOR PIT �.AB '" ' i � � __ � s.�.F, ; i I = si,_s. so� ao• T.o. SLAB ' REINF. w/ � o»' o.C. �1AX. � � s7�-�aM ��-s `° � � � � - - - - - � ; �,� �, _�» � e� -z' = ��_6� ° EA. WAY CHAIRED TO SLAB � �'-s" 9 ' � � � � � '�J2.4 I � 99'-6" � � � � h I�ID-DEPTH � � oo c� _._ _ _ J. _ .__ J i � • 8'-11,�» I ( � � '�..i' �. � I I � r__._ __ ; 90 -z I I ( S2,1 � � S.w. I I s.�.�. � � I �CRA� � ACE GRADE ( ' ' ( I � I 1 ! 4 _o . . � � _ 13 J 15 � I � �- _ _ _ -� I I � � o'-o" � iz�'-io ��' ,„ ��, s { I I s� 1Q9,_0• i �� � 99'-0" J�2.� i i`s�J' �'1G.4 � � � �(� °7 � I � I I �1�'-s ��• 5�.4 � i f� 2�_��x � 15 L____ � 1{J ' i � s�'-o° , . I 1 s.�.F. � ~ � � s.w � S2.4 ° �'-�b" � S2.1 .- ' I � 105 -0 -�' 122 -t 0 112 � ( hCRAWL SPACE GRADE � ( !�„ � ��. � � I g�, 8. 1' 6'" � 1 c� � i�. ;� � f � ��� i : �: 2�5 CONT. � � ,�� v��,-. � CL WAIl ,;, � . � �w�s. � � z�, ��� g� 2'-�" W/ VERTS. f- 2�5 CQNT. �,W. = ss -0' '; J _ , � (_ _ , M - 21 -64 9� '- .�._._.... �. �a �- 9Q -14 � - - - � ,_ .� ..._. -.-� � I _) � f 87'-2' � � (T J i { 10'-6„ SEE PLAN S.B.F. ( l_ _ ( I , n �--- --- ---- - ----� � � L- ___ _-- sr-�o• 5 4 5 '� � �� fi �----i 2�� 112' 6" �1i2'-8 1 4" I ' S.W. � 99'-',6' � � � � 85'-8' w �- - J °' � S�. � ,. ,. 14 a i I � �°� s7, o� S2.1 52.1 52.1 $�, . I ADDED 12 16 08 15 � 1a�-a �° �� � I 15 ! I � „ s2-s , � , » 2'-s. � I s,e.�. ��; �* I I �'-o" � 4„ � ��_�• 52.1 10 � � S2. 4 � , 52.1 9�,y�, S2 4 I 1 �- j � �� �s,-4� �� 4. I � �z `6 � 13 1 s.w. az-s s.w s2-s s.w. s.w. 52.1 4,_0,> 52.4 � � i�7'-s 1 4' ;' ; so'-z• I ` I I ��- --- ------ - --- -- ' _ , . s.w. , » I ���'Q" � 12 � � T,.��,� p, s�.qg E 1 -- _ �. a � � .. .» � ( 105"-4" 'r`..52. � 105 -4 ( � = 91'-� � � � _ _. , � 82 -6 - - - J t.._. _ � _ _. ._ _ .._, _ 78 -0 s.a.F. I � s.w sT-s' ; s�`-sM~ f � 10 L _ - - _ _ _ --rt - - - - - - - �- � 9�,-0,- - - - �z,_o„ �o°=o�� _ - - - - - ; , s.e.F. 52.1 s.w. �- - �7,_ -� �, �- - - - - - _ - - _ ; _ _ _ _ _ _ �o,T�Q, I I � . I � � : � s7,-o� „ { � - -- --- 87 -6 � ` 87'-0- - � _.._ _ _. _._. .__ � - - - - - � ...._. 82'-0' I � e�'-2. I I � s2'-s� � s2 -s s� -s � T __ ; ' * 9 '--6" S.W. 111'-0'� _ ' � 82'-6" SLOPE T� �2i°'�" i , New Soil Nail - - _ _ _ _ _ _ - - - - E - - - - - - - --� j s.w. � I � S2.1 �s'-�o* � �-Is' s�-7°� �'-s" s'_�n oF w� '�a�. 4 , � Retaining 7oz'-o' I a2'-s~ . � QowA► ti � w�ns. ; ' 1 j � 52.1 ! ;.. .-,N � n NK � � -0 7oz -o , _ � 7 i �. 8�'-a" , , » 11 I I�o2'-s' I I ss;-s�3 4' s7'-s• � 52.1 ``' � �:, l �a,-a. 52.1 ; „ � so -z• 8 � i � f 82 �� a2'-srt � _ � 1 � 9'-5" � 52.1 I I t------ -� � 1- a j � ; f� ,.: M s,w I I 1 i i �,,,'" � �o2---s �-_ I I � -6 I �z'-a» �' � a�'-o' s.w. s7'-o' J �i ' -' C�1 ' ._..._ � ._._ � _ ._._ ..._ _. - - - - - - f j --- --- --� j , .- � r S,W. ,,,- r •=KV � ,-- ; �. ._ � _ _. ._ ._ - - - - - - - - - - J S.W. � I � � ;n i i8'-p' ,r'' � � ,�-'r87'-6" SEE PLAN ; -� I f � k �c�o �, ,,,. � �, ,r 78,_0, � � � �7ola*' 3 � � � �„ S2.3 �,_o„ � � ;�, .- ,.-'� 13 � :- i 1 S2.� � � ----� �--- � � 52,1�,�-' �,,-'" � � f � S2. � i � ( � Z� � � f � '' � '�i1'�('1'1"="i1l"'11 � � � � � � � SLt�'E TOP I""I I(=) I I= I I(� ,,+ OF WALL =I �(-� � �=I ( I=I � f ����r 15 -5 � � � r �, � „�'� QOWN ; �� 2,_� ,� i i � 23'-6" � �,, � ri - � ' � S.W. � jJ � � 2�� 4� �.��~ �"' � / ,�''� � ��� � � TYP. 78 -Q -� ,r �" ' � , ,> � _ 85,_0�� �,,,i � � 6-6 ( 2'�J a�,� ! � Ft�UNDATION PLAN � i s2,4 �, ��'��-�'� fi _ 11 _ 1 M j y/\T7. � V 1%4 - 1-t} � �� �,�� �} � � VARI S� SET 4� BE�OW� L E� E 1 V� f r,,� � i' � ' I ( BOT. (� ST�IE CAP, -r+---- INDICAlES STERPED FOOiING i r r,� �, r 112 I � �E ARCH„ TYP. J 95+-0� TOP OF FOUNOATION WALL {OR; PIER} Et.EVATiDN F,, r ,, r '� C 87 -4 BOTTQM 0� �00?ING �l.EVATION f, -! r� 2� Typ �' -' �,' YP S.W. INDICATES S7EP IN TOP OF FOk�NDA110N WALL � � S2•q' �'r if SET BOT. � F7GS. MINIMUM :, � ,.'` i� ,i'� 4'-0" BELOW LOINEST ADJACENT S.B.�. INDICATES STEP IN 8{�TT4A�f OFi F007iNG � � ,� � �, �' FlNISN GRADE, TYP. 4f S.T.F. INDICAiES STEP IN TUF' OF FOOTING � \ j''- '''J � �'' � ` ` f ,r � �2 c� � � � 1 ` ` 1�.+ � i' � \ 13,�'�n � �,_�+, `� \� V �' � � ; i ; � � � � � � r / / r � 1 � i ,. ,� i j` � \� � � �r/ �.. \ �, r � � � � r� �� � � � .-� �-' ,. � � `' �, .�'I ,�-y �6 REVISED 8/13 j08 � e \ �, r \ � i �\.- � � i i ,� � r s •- • .- � � � � � � � � � � �' � � � � • � � fV � � � � �j 1 � H--� � � 2�5 CONT. � � � � � � , � �5 � 12" VERT. � �P CL WALL � - - �� � ,�I 1 I.�I I{�I I I�I I �� � �5 � 12� MORIZ. � �1 � � � � � � � � �5 DWLS, � 12", LAP �}� z'-z" w/ v�R`rs. �� . � 2�5 CONT. � �� � � . .. � � ,...�{ M� �EE PLAN �1�^M v ADDED 12 16 OS "� � �r�� = , �-�� ��. � � V � ...■ � � O � � � w � z � r`' � � � � � N � ■�r � � � �u ° �1 o�c a a � � � �- dS � � � �� W r�n' � ao � � � i Z � � � � � � � � � � Q. ..... � � c� � � w � N � � F-^i � W � � � � � � � '� ? W � � � � � �' � � � H � � � � � � � � � � � �/! � � F-+�i r�`i � � w a a � w W U w � � � � � � � � � t.,� oo G�, r�''' � � � � � � � � � � � i: ii "' „ .• � - : � • .d .. � r � � . . • . " .• � • � • � • ! .. .. i !• ! • • �� DO NOT BACK AGAINST THIS NIALL A�OVE ELEV, 11Q'-0� UNTI PAT1Q FRAMING AND CONCRETE TOPPING ARE IN PLAG� � DQ NOT BACK AGAINST 1NIS WALL ABOVE ELEV. 110"-0" UN71 PA110 FRA�IING AND GONGRETE T4PPING ARE IN PLACE � � 2� Grawlspace CRAW'l. SPACE GRAp ^ �Q.7,�lyx V "� ■�� � ,� Crawlspace 2, 14 �2.� Crawlspace rtrCRAWI. SPACE GRADE -''�= ss'-a � S2. LOWER LEVEL FR�AMING PLAN 1 f 4" = 1''0° �l�Y�11-:�. 1, 4" C�IC. �AB ON GRADE REINF. W/ FlBERMESN W/ SAWCUT CCNITRAC110N J�NTS � 12�_0» O.C. MAX. EA. WAY. 2 4" GONG. S'(.AB �1 GRADE REINF. Wf #4 0►12" Q.G, MAX. EA. WAY CHAIRED TO SLAB MID-DEATH; PLACE SLAB QVER B MIL YAPQR BARRIER QVER 4" AGGREGATE BASE COURSE. PROVIQE SAWGUT CONTRACTION �IN7S W 12'-0" O.C. MAX. EA. WAY. 3. 2X4 �+ 16" BRG. WALL 4. 2X6 �r 16" BRG. WALL 5. 3-2X4 STUD PACK UNDER BM. BRG. A80VE T4 FQN. 6, 3-2X6 STUD PAGK UNDER BM. BRG. A80VE TO �DN. 7. T54X4X1/4 COL FTt�I FDN. UP TO BM. SRG. ABt?VE, C�IN. COL i'0 fDN, PER 29fS2.3. 8. TS4X4X4 f4 COL FR�i FON. UP TO BM. BRG. ABOVE, C�IN. CQL TO �'pN. Wj BA�E PLATE PQ2 �9/S2.3, SIM. 9. 4-2X6 STUD PACK UNQER BM. BRG. ABOVE TO FDN. 10. 4-2X6 STUD PACK UNDER COL BRG. A84VE TO FDN. 11. 4-2X4 STUD PACK UNDER BM. BRG. ABQVE TO FDN. �, l�� S4l�-NAIL CQNC. WALL BY SOIL NAI� C4NTRACT� � � CRAWL SPAC� GRADE �'p' 14 S2. Crawlspace �,.. r�''I � \/" DO NOT BAGK AG�NST THIS wau. �eave �v. »o'-a" SOIL-NAIL CONC. WALL UNTI PATIO FRAMING AND BY SOIL NNL CQNTRACTQR CONCRETE TOPPING ARE N PLACE � l 1� 1 �li �':� ��'�� _....__ ..�. � �► ■ .. , , ,. o � �'' ' . ��� � � � ii wmn iiii � ��� .� !.. . � .. � *► �� � . :. • 9 . . � ' 1�.*�1 , � 1 . � i. u. �� ' � � � ') � �) � � � �I 52.4 � T..�o. � I s1'-s- I ~ `_'`,�. 1 U I S2.1 j � 5 52.1 �edroom #1 1 ! � P o� su�F�oo� � � 2��.�' 1 $ � S2.1 I I ----------------�- � �Z. Crawlspace 14 S2.1 CRAWL SPACE �f2AQE = 10Q�_0» �, � 15 � � �, S2.4 � Elev ; .c � �- � - � 8" THK, ELEVATOR PIT SLAB -j REINF. Wf �4 � 12" O.C. MAX. EA. WAY CHAIRED T4 SLAB MID-DEF7H udroo�n 10'-t��" I 1 W.�,�.. �,\ ^ \� � J Crawlspace r�CRAWL SPACE GRADE = 95'-6" T.O. SLAB - $��° 15 � ~ `_''�.S2.4 4 � � 52.: �t.o. s�.n� = ss'-�o � � � rJ2. � � T o. s� ( = 86'- T.O. SLAB i= 8�._0. � I11�� �'� � T. � � S�L-NAIL CC BY SOIL NAI� w � � � �� � �� � �� , ��_ c 7.0. SIAB = a�'-o r' �� � � � Q ; :� . � �: r � � � m �� � � : � � � � � . ' � � C�I/1 d �7 ■�i •, — \ � T.O. S'L.AB � = 86'-10 I _. . . � + �. ��� � � � a � � 52.� T.O. SI.AB --•---- — — �7�—�--- fi Ski Chan�ing 52.1 ( � �� � � �_ 7 � r.� .o. s�aa � a�'-s• � � _ S2, �� � r - . 5 � r � T.O. SI.AAB °° e —� — � — 2��. � � �3 5�.1 0 0 � USE THESE HEADERS UNLESS NOTED C?THERWISE lil.��l.����:ii�T1I : ► 1 �i[1�1 � � 1-:I�:�'u .. � � •f..J �_ i � � • ► • •� ��• � « �• ��• � �• � �� •� ��• � i � � � • � ►� t • ► �• � �� �� ��• i f • 1 1 EXTERIOR WA�.L SHEATHING NOTE AI1 EXTERIOR FRAMED WALLS ARE SNEAR WALLS AND ARE SHEATHED W/ 1%2" PLYWOOD AND N�(�El} Wf 8d � 6" EDGE, 12" FIQD. INSTALL 2X6 BLOCKING BETWEEN ST11DS AT All HORlZ. PANEt. ,KKNNTS TNAT D4 NOT FALL ON A TOP OR BQTTOM WAll. �PU4TE NAII. ABU1i1NG SNEATHING PANEL EOGE5 TO BLOCKING iMTH 8d � 6", BOTH S(DES OF PANEL JOINT. � • ..► � � � • �■rr � �� � •� w � i • . • .• • t •• c ' i . .. .. : . • ,. . � • . � .• . • � - . t`� E-+ � � I F-+-i � � � � �.-, � � � � � a Q � �+ 't� tCr`.�- � � � F—I W � � � � � � � � � � � � � � � � W a � � w � � w ,� a N � � � � � � �� � � � � � H a � � � � � �: :► • � •• , - s . . ' • � . .r � . � � i i � • ' .• � ' � � +� • • �'' u „i � ' •�i ., . , DO NQT BACK AGAINST THIS WAIl ABOVE ELEV. 110'-Q" UNTI PAT10 FRAMING AND GONCRE7E TOF'PING ARE IN PtACE r- Crawlspace � . DO NOT ;BACK AGAINST THIS WALL ABOVE EIEY. 110'-0» UNTI PA�iQ FRA�lING AND CQNCRE�E fiQPPING ARE IN PIAC� 14 m E;�+a � = 102'-4 1 •�,.:..-� MAIN �EVE� FRAMING P�AN ' ; � /�� _ �'-n# ; �:�o�s � 1. 3/4" T&G PLYWf� FLpOR SFIEATHING NAILED Wj 10d RING-SHANK NAIt.S �+ 6" E�GE, ; 12" FlELD, GLUE TO ALL JOISTS FULL LENG7H. 2 11 7 f 8" 8CI 64-20 � 16" {3.C. t�AX, 4 i 3. 3-2X4 STUD PAGK UNDER EAST-V4EST 1�.L BM. D4WN TO T4R OF NORTH-SOUTN M.L BM. B�LOW. � 4. 3-2X4 S1UD PACK UNDER BA�. BRG. Td FDN. ; � 5. Bt�, TQ BM. C4NN. W/ SI�iPSON W11 TOP FLANGE 8h�. HANGER. 6. 5" CONC. �.AB RECNF. Wj ;j�5 A 12' Q.C. MAX. EA. WAY CHAIRED 70 2" FROM BOT, QF SLAB,� PLACE SLAB QVER LQOSE FIIL i 7. CC�iC. STAIR SLAB, 5" MIN. 1NK. REINF. W% �k5 � 12" O.C. MAX. EA. �/AY CHAIRED TO 2` FRQM 80T. (}F SI.l�B, PLACE STAfR �.AB OVER ��SE FILL. ; 8, 3-2X6 STUD �ACK UNDER BAi. BRG. TO FDN, i 9. t�VER-FRAME HATCHEO AREA. j 10. QOIIBLE 14" BCI 60-2.0 �► 16" O.G. MAX. i 11. DOU�LE 1 3f4" X 14' M.L 4 i6" O.C. I�AX. ` 12. 5-2X6 STUR PACK UNDER BM. BRG. A80VE T(7 FDN. � 13. 3-2X6 STUD PACK UNDER BM. BRG. A80VE TO fDN. i 14. 4-2X6 STUD PACK UNDER EM. BRG. ABOVE TO fGN. i 15. T54X4Xi%4 COL. UNDER BM. BRG. ABOVE TO FDN,, G�IN. COL TQ FDN. WAIl PER 19/S2.3. i � 16. BM. TQ B�i. C4NN. Wf SI�fPSON HWU3.56%11.88 T(�' F1.ANGE BM. HANGER. i 17. 3-2X4 STUQ PACK FROM TOP QF FLOOR BM. UP TO BM. BRG, ABOVE. 18. 3-2X4 STUD RACK UNDER BM. BRG. ABOVE TQ FQN. 19. �X4 � 16" BRG. WALI. FROt� FL�R UP TO FLOOR FRAMING ABOVE. � 20. 3-ZX6 STUL? PACK UNOER Bt�. BRG. TO FDN. 21. TS4X4X1 j4 CQL. UNQEft BM. BRG. ABOVE TO fDN. 22. 6EAR M.L 8M. ON 2-2X6 PLACED DIREC7LY AGAINST S�DE QF STL. CQL. & EXTEND D4WN TOP � 5TL. COL BASE Pl. �£t.OW. . 13 0 m GU SOIL-NA1L C�IC. WALL 2 � BY SUIL NAIL C�ITRACT(�2 , . '�'� t•�� ' �� � � I t� �� � - I �� � �j- j��-� a/�* x�1 �(a� ( M.l. (102'-3 3/4 ) �� � '�'�'2�4 � i 1 3/4' X ti�7j8'" h ( � T.O. LYIMC �`�I� � = i02 4 �--I'� _ _ �---- � W 2� � ath #3 � � S2,4 �� �I T� � 1Q2'-4 i j2" 9 S2. � � � 2.GK � � .. S�L-NAIL CQNC. WALL BY S{Nl. NAI� C�ITRACTOR S2. 3-1 3j4' X 11 7f8" i�.L (1az`-� 3/�") � � Bedraom #3 I 1 1 � ` - '�.. 52.1 � 0 � DO T BAqC AGAfNST iNIS WALL BOVE EI.EV. 110'-0" UNTI P Tid fRAl�11NG ANd CONC TOPPING ARE IN P CE � C:1!Sl + �'r `• �''`� � � �� . � �� ` � � , � • ��� . „ � ,; .. . . � : � .. . . � � � � �� ��� , z ' )� � O .�+.i.�i/'% ��!_a .. , f' 1 3�4" X 14' (99 -9 3/4") � b� � � , �,.� Upstairs � � T.O. PLYYYO� = 99'-10 1 j2' � , ,�� 6" Ste� I f --' I r.� •o_s�ae 1 I I ' ! 99'-3" 52.3 I I � � � � � � � ( � I I ` - - -�dc�r�s#e+�s- - - � --- ---- �J r- - i i ---- ---- � i � ---- ---- � I I�--� - 7' I I � ---- - I � --- ---- � i i ' _��------ � --.�_.�- � � _ ( � -- i _ 23. 4--2X6 STUQ PACK UNDER BM. BRG, TO FDN., 3-2X6 S1UD PACK FR(�A TOR OF BM. UP Tfl 8�1. BRG. ABOVE. 24. 4-2X6 S`ND PACK UNDER BM. BRG. ABOVE TQ FDN., INSTAIl 4--2X& SQUASH BLOCICS UNDER FL� SHEA7HING DOWN TO T(N' � STEEL LEDGE ANGLE & F1T LQWER 4-2X6 STUD PACK 11GHT UP AGAINSi' BOT. OF t.EDGE ANGLE. 25. 4-2X6 STUD PACK UNDER BM. BRG. TO FDN., 4-2X6 STUD PAGK FR�,I TOP OF Bi�. UP TO Bi�. BRG. ABOVE. 26. 4-2X4 S7U� PACK UNDER BM. BRG. AB04E TO FUN. 27. 12X12 WOOa COL FRtN+�t TOP OF FDN. WALI. UP TQ 8M. BRG. ABQVE, CONN. C�.. TQ FDN. WALL PER 2 f S2.4. : � �� 13 S2, .. �� � � , � • ��r r i 0 S�L-NAIL CONC. WALL. BY S�L NAIL CONTRAC 1� �� 5 I I S2, 3 �edroam #4 - ( �-�-,�' �� _ _� � � � v I� 8 j � � 4 52.3 I .���u.,.....r.s,��..��.r.rr I ._.. ._ ._ _ _ J . .�� 7 2.4 �� 24 �� 52.� � i I S2. � � 4 ( i� � � .� Family Raom , � • ��� , �� � 2-1 3/4" X 14" M.L ' (99'-9 3i4") i I I I � I � � ( �� 3-1 3f4" X 18" M.L ����-9 3�4�) � � W � USE �fiESE HEADERS UNLESS NO7ED OTHERWISE USE THESE HEADERS UNLE�S NOTE� OTHERW{SE FLOOR JOIST �QNNE�TION NC}TE UNLESS OTHERWISE DETAII.ED OR NOTEp� CONNECT 14" BCl FLOOR JOISI'5 TO B�iS. W/ SI�IPSON ITfi3514 TOP FLAPIc� �IST HANGEftS. C�INECT QOl16LE 14" 8C1 Fl.(�R JOISTS TO BMS. W/ SIMPS4N MIT3514-2 TOP FIANGE JOIST HANGERS, CONN. S(NGLE 14" M.L. F100R J(NSTS TO BMS. W/ SIMPStN�I W14 TQP FLANGE BM. HANGERS, CONNECI' DOUBLE 14" M.L. FLOOR JqISTS TO BMS. Wf �IMPSON HHN3.56/14 T{�' FIANGE 8M. HANGERS. UNLESS 07HERWISE DETA{L�D QR NL?TED, CONNECT 11 7/8'" 8CI F10pR JQiSTS TO BMS. W/ SIMPSON IT135i1.�8 T�" FLANGE JQIST MANGERS. C�INECT DOUBLE 11 7/8" BCf FLOOR JOIST� TO BMS. Wj SIMPSON �11T3511.88-2 T(�' FLANGE J4�ST HANGERS, 4� CONN. SINGIE 1i 7/8` M.L, FL.00R J(NSIS TO B�iS, Wf SIk�PS4N W1i TOP FLANGE B�i. HANGERS, CONNECT QOt18LE 11 7/8" �A,L F100R d01STS TO B�iS. W% SIMPSON HWU3,56/11.88 T(�' FLANGE 8M. HANC�RS. �I� 1�? PA�Y __. ' ■ INDICATES STUD PACK EXTfNDING UP FROM F100R i�M YtMfCH IT IS 1NDICA7ED OR EXTENDIN� UP AND DOWN FROt� FLQOR QN 1hMICH iT IS INDICATED. SEE PLAN KEYNOiES� ' ISI INQlCATES S1UD PACK EXTENDING DQWN FFt(�A FLOOR ON WNICFi IT IS INDIGA7ED. SEE PLAN KEYNOTES. EXTERIOR WALL SHEATNING NOTE AEl FXIERIOR FRAME6 WAf1.S ARE SHEAR WALLS AND a�� sH�a�� wJ �/z" PL�'w0(�Ci AND NAILED W/ 8d �i 6" EDGE, 12" FIELU, INSTALL 2X6 81.OGKING 8ETINEEN STUDS A7 ALL HORIZ. PANEL JOINTS THAT DO NOT FAI.L �1 A 70P OR 84Tt(N�A WAl,L PLATE, NAIL A6Ui'TING SNEATHING rrcue PANEL EDGES TO BLOCKING WITH 8d � 6", BOTH SIDES OF PANEL JOINT. �;�T_L.AYOUT NOTE: �� COORDINATE �IST LAY�1T Wf LIGHT FIXTURE LQCAl10NS AND RAFTER TAIL LOCATiONS. At},�.iST Jt�Si �OCATIINJS ' AS REQ'D. CONN. NEADER M.L. TO �I.L. TRIt�MIER Wf SIMPStNI TOP �1.ANGE BM. HANGER TYP. SINGLE M.L. 8M. TO - MATCH J4fST pEPTH .Y. (_ �„ °„��_1 OPNG. TNRU FLOOR, L"�. 1J ca��a, Wf ARCH./ ----- Mecy. 1) `� � � : -i • � �. �. �� � • �• � ' CONN. JOIST TQ HEADER --f �-51NGLE M.L BM. TO W/ �MPSON !TT TQP MATCH J(NST DEPTN FLAN{� JQIST HANGER. TYP. `rYPICAL HEADERED OP G. ,.�RU F��.O�,,. Q�. ��vv� ���t� � rr � � • � • � � �♦ � i� M �1 � • V � � � � O W � � w W z � � � � a3 � � N � ■� � i � N Q � i'� � C� � � f F AC5 �+-^ Z � � > � W � > � � � � � � � r. � � � � � � O N �' � � � � � 0 � � W � C`�� � � � � W � � � � H Q � � i�+�l � r�`�' O � � � � � M-{ � � `° W W o � � � � W � � � � � � � � � � � a � � w � � w � � M--�I � � � � � � �ca w � �, N � � r� � � � � V � +�r' " �, .« � • � . . aC.�1 . .. � . � � s • � r ' .• • � • � i r i � .. .. � MID L.EVEL FLC�C.�R FRAMING PLAN � DO NOT BACK AGAINST 1NI5' WALL ABOVE EIEV, 1iq'-0" UN71 PAT10 FRAt�ING AND CONCRE�E TOPPING ARE IN PLACE 0 �� e �7 ��,f `� ., �_ ��.,� �:� 4' DQ NOT BACK bGAINST 1}iIS WAl1. ABOVE ELEV. 110�-0" UNT1 PA110 FRAAlING AND CONCREIE TaPRING ARE � cJ �N �u�c� � _ _ � i�^--; =���=5� -�=� I i ��1� 1� i I 2� � ( i T.O. 8�: ( 17 17 �/�w� L = i12'-3 1%2' � ' tl0 ( T.O. T�'PING ��- � � HO Uk7 T.0,12M.2R = 112'-6" � � S2. i I r � 1s ( � I I 17 iS2 3 17 � 15 � I I � S2.3 � = i12'-7 1 � 16 i YV12Xt 4 � _ _ - -�- - - -1 - - ; I � ; �i � � i M_aster� loset ; � T.O. �PLYWa�D ( ( = 112'-t0 1/2' �� i � � � S2 i ( -��--�- � 1� � � ��l �. _.� � E _5^ a ( � � 12' � 52.3 � ( ( � t » ,i4 ,. 4'-0" �. 4'-0" ,. 4'-0" � 4'_0�, - DO NOT BACK AGAINST THIS WALL ABOVE ELEV. 110'-0' UN71 PATIO FRAMING AND CONCRETE TO�PING ARE IN PLACE a�'-a" ,- �'-�" � 15 '`' '`' 2 S2. 4� S2, � ( �T-----._�_�.._. --- ._-�-._- ---- - ----- �I I� i8 18 18 18 y 18 � � s T.O. TQPPING -� sa �� � � � = 111'-7 1 j2" � � .r �a- d- .r d- •r J � � 1� � � � � � Cov 'd » �� �� Patio N TA. TOPPIN� 2� -1 T.0.1BM31�¢» = ���'-s• T.o. e�. I I I xns�s 17 17 ° 111'-3' (� � ( � 7 17 (111'-5") 17 17 W12X14 19C0 PL.F � J I 1$ti0 PLF � 17 17 -� 17 17 17 17 �r T.O. 8t�. '1" 4. � _ »j'-2' 52.3 s� 1 s z2 s�a�� ��ac 2� & FRAA�ItNG r �- S2.3 r �- ^ �- �- N N x � � � � � � �� � �� 1 17 �� ��1 � 6� - � S2.3 � I 19 E 14 i SL. � � 2-1 3/4" X tt 7�8' M.L (112'-9 3/4 } 3-1 3f4" X 11 7f8" 2 SPANS (112'-9 3 j __ �� 3�-1 3 f 4" X 11 i�8" N.�. (112"-9 3/4") 50 ( ° � 4 ,..' \ "i � ( 13 ° �2.4 � ( T.O. PLYWOQt? =1�2'-�a �/2' ��� �� � � � � • �a � �."�,' r� � + O ��iii , 4 3-i 3f4" X 11 7�8" � 51 51 r�.�. (���'_s ��� > L _ � - _ �,�- _ � - - o � � ._o�_ �� � �� Masfer Deck f • t � � : .. � r ! 11/ �v � ' • • . ����. � . . Q � T� � � II "'a� •�' • �Inl ,� 2-1 3f4" X 11 7f8" M.L.-� � a .(,.111'-9 3%4") � Q � � _ � � �� �- �� `�==�' - » » 2-1 3/4 X 11 7/8 I�.l. t 1.4K (112'-9 3/4") Z� � Q I 53 � � I � T� 1'�2'-�U��1/2" 23 j i 5o s#udy 52.3 50 � 2CI � 52.4 � � v\ � � � � ---- ---- ------- � - - ' i ---- ---�-� -� --� -- i � �� 32 � � C� C� -S , - -_ _ _' �=--= ""� S2.3 �� �� ^�� � i I � j 3s i I �'_`\ � --� ► ~� � � ' I �� � sK I 5s ,� j� I � I g 11 � � II � � � II T.O. BM. _ ' ' ; � 12 I ( I ��� � 3 = t»'-�' � Kitchen 2 a' I 1 � I 13 � 58 ° ', I I 3-1 3/4" X 14" ` 1 �� �JZ, �J � 39 M.L, (1i1'-9 3j4"} � I � T.O. TOPPING T.O.' PL 1YYVOOd R 15K 59 � z'-I-f . . = i1i -9 4-1 3j4" X 11 7j8" M.L. � � (111"-9 3/4") 2 SPANS q.� � ( � � � I - ° 58 `-- --i � � w�2xss (»o'-s �/4»} �5 , 5s 2t} s. 52.4 16K � 42 Ups airs � � �a i `� � 52.3 �� � �� � '_'� S2.5 52.4 � � � L'!� O �� tir �. �. � �;; �� � ��U �J�l� � Tii'J � :• �� � ��,� � �, � - _.�.�._._. .�_..�._ �r wr�rr t�� r�rrr�� �r�r�� r� � � � � - - � ��tu� r : � . . .. �.��., .,�. .�,.. 1 J4" = 1'-0" !\��f -1 {- 23 23 _ _J �lSI:Y�� - i-� -i- -� � � � � 1. 3j4" T&G PlY4VQt�? F100R SHEATNING NAILED W/ 10d R(NG-SHANK NAILS �ii6" EDGE, 3-1 3f4" X 11 7j8" M.L, �� �� 44 ,� 44 12" FlELD, GLUE 70 ALL �lSFS FULL LENGTH. (112'-9 3/4"} �- 8X10 -�'� 2. ii 7 f 8" Ba SO-2.0 �r 16" O.C. MAX, J 21. CONN. SiL �AI. TO FDN. WALL PER 24JS2.3. 3. DQUBLE 11 7 f 8' BCI 60--20 @� 16" {�.C. t�AX. 22. CONN. S1L BA�. TO FDN. WALL PER 26/523. 4. 5-2X6 S1UD PACK UN�ER BM. BRG. TO FDN. 23. 4X12 � 24' O.C. MAX. 5. 3-2X6 STUD PACK UN�ER BM. BRG. TO FDN, 24. 2X DECKING OVER P.T. 2X4 SI,EEPERS �+ 24" O.C. �lAX. OVER 3j4" TdcG PLYY�OOD, SE£ ARCH FOR WATER PROOF MENiBRANE 6. 8M. TO Bl�. C€k�IN. Wj �A�PS�1 NWU3.56/11.88 TIN' FLANGE BM. HANGER. & FLASf11NG. 7. 2X DECKING. 25. INSTALL CONT. 2X6 PL ON TQP OF S1L BM. TpP FLANGE RIPPED TO BM. FLANGE WIDTN & CONN. Wj POWDER DRIY'EN NA1LS � 16" O.C. STAGGERED. 8. 4-2X6 STUD PACK UNDER S1L BM, BRG. TO FDN., CONN. 8�1, TU DB�. 2X6 F?L W% 2-1/2"� X 4' LAG BOLTS �+ 2" C/C THRU BM. BOT. FtANGE INT4 CL PL 26. 3-2X8 S1UD PACK UNDER �1.L BM. BRG. dOWN TO T�' OF PLATE ON STI. BAI. BELOW, 3-2X6 STUD PACK FRObi TOP OF MA.L Bl�. UP T4 BFA. BRG. ABOVE. 9. TS4X4X1 j� COL, UNRER BM. BRG. 70 FDN., GONN. BA�. TO TOP t7F CQL PER 20 f S2.3. 27. T54X4X1/4 C(�.. FftOM TOP OF BM. UP TQ BM. BRG. ABOVE, C�1N. COL. TO TOP OF BM. PER 28/52.3. 1Q. 12X12 W(30D COL. FRQt�{ T�' OF CONC. TOPPING SLAB lIP TO 8�1. BRG, ABOV�, CONN, Ct�. TO SLAB PER 21 fS2.3. 28. QQllBLE 14" BCI 60-2.0 � 16" O.C. MAX. 11. CC�17. 2X6 LEdGER NAI�.Ep 70 EA. S1UD Wf 4-16d, FLUSH Fi2Ai�E 2X6 R�SF' JOISTS TQ LEDGER Wf S�MPSON U26 S'1 FACE MOUNT +101ST HANGERS W/ SEAT CUT. 29. QQUBLE 1 3/4" X 14' M.l. ,1�STS � 16" Q.C. MAX 12. 2X6 �► 16" O.C. MAX. ' 30. 14" 8Ci 6Q-2.0 � 16" O.C. MAX. 13. 1 3f4" k 11 7j8" M.L JOCSTS � 12" O.C. t�AX. 31. 2-1 3J4" X 14" t�.L, 14, 3-2X4 S1UD PACK UN6ER 8M, BRG. DQWN TO T� � fL00R 8M. BE�QW. 32. B}�. TO 8M. CONN. Wf SIMPSON HWU3.56j14 TOP FLAtJGf BM. HAN6ER, 15. 3-2X4 STUD PACK UNDER BM. BRG. TO FDN. 33. CONN. M,L, 8M. TO PLATE ON TOP � STI.. BM. Wf SI�iPSON HWU5.5Qji4 TQP FLANGE 8t�. HANGER. 16. CONN. STL. S�{. TO FON. WALL FER 15%523. 34. TS4X4X1/4 C(X. UNDER BM. BRG. TO FDN., CONN. BA�. TO T�'" OF' COL. PER 18/52.3. 17. BM. TO Bt�� C�IN. PER 22 jS2.3. 35. 3-2X6 STUD PAqC UNDER BM. BRG. DOWN 70 TOP OF FLOOR 8�1, BE�OW. 18. C(�IN. STL. BM. TO FDN. WALL PER 15/522. 36. BM. TQ BM. CONN. W/ SIMPSON Wt4 T�' FLAN(� BA�. HANGER. i 19. 4" CONC. Tt�'PING 4VER 22 GA. 1,OC F(NiM DECK, TOTAI. SLAB iNK. = 4", RaNF. W/ 6X6-YV2.1 X YY2.1 W.W.F. CHAIREQ 37. 1 3J4" X 14" �1,L TO SLAB MID-DEPTNj GONN. DECK TO SUPPORTING STEEL fRAMiNG Wf �10 1ElC SCREVYS � 6" O.C. MAX., CONN. DECK TQ SUPPORTING CfJNC. FDN. WAl.LS W/ POWDER DRIVEN NAItS � 12' O.C. MAX. � 38. 4-2X6 STUD PACK UNDE[2 FLOOR SHEATHING TO FDN., CENTER STUD PACK UNDER TiMBER GOL. 2Q, 4X10 � 24" Q.C. MAX., PLAGE DIRECTLY AGAINST ALIERNATiNG i�,G JaS7S di CONN. PER 13jS2.3. 39. 12X12 WOQD COL FROM F100R UP TO BM, BRG. ABOVE. � i Great Room 3-1 3/4" X 14" M.� T..,�O. PLYWOOD 110'-10 1%2" 3-1 3f4" X 14" M.L rW12X50 (110'-8 1/4') 27 � I Deck �� � 2�� I ---- - ---- -- �I 12 27 z4 �J�.3 6,_g�„ 7'-11 �„ 4fl. 5/8" PLYWOOt} R00�' SHEATHING NAILED W/ 10d � 6' EDGE, 12' �IECD. 41. 2X6 � 16" LADDER-FRA�AED Jf}ISTS, C�1N. TO �IST � BACK-SPAN Wf SIMP50N U26 FACE MWNT JUIST NANGER, BLOCK 2/ 2X6 81XG. � EX7: WALL & CONN. TO EXT. WALL T� PLATE Wf' �t�PSQN H3, 42 BEAR Wt2 1N POCKET IN CONC. FDN. WALL dc CONN. PER 13/52.5 SIA�. 43. SX8 TIMBER K1NG PQST UNDER RIQGE BM, DOWN 70 TOP OF HORIZ. BM. BELOW, CQNN, RIDGE BM. TO TOF �' KING PQST Wj 3/4"N X 18" LAG B�..T COUNTERSUNK INT� TOP � RIDGE B�i. w/ s" PENETRATtON INTO TOP OF KING POST, CO1VN. KING POST TO TOP OF HORIZ. BM. BELOW PER 7%S2.5, 44. 12X12 71�iBER COL. UNDER SH(kJLDER 8M. TO FDN., BEAR H�21Z. CROSS 8M. ON ?OP OF SNOULDER 8M. & COt+IN. W/ 3/4"0 X 18" LAG 80LT C(NJNTERSUNK INTO TQP OF SNOUTAER 8M. W/ 9" PENE7RAT10N INTO T4P 4F GROSS BM., C�1N, CROSS 8M. TO TOP OF C�. Wf 3%4"� X 18" LAG BOLT COt1N1ERSUNK INTp TOP OF SH�LDER BI�. W/ 9" pENE1RA11QN INTO TQP QF COL 45. 3-2X6 STUD PACK UNDER RIDGE B�i. ROWN TO TOP OF HEADER BELOW. 4fi. BIRQ-MtOUTH 4X12 JOISTS ON74 T1�iBER BM. & CONN, W/ 1/2"� X 12" !AG BQLT COUNTERSt1NK INTO CL 4F 4X12 W/ 6" PENETRATION INTO TOP OF' TIMBER BM. 47. 4-2X6 STUD PAGK UNDER STI. BM. BRG. DOWN T4 TOP OF F1.00R BM. BE�OW, C(NIN. BM. TO DBL 2X8 PL IM/ 2-1 j2'0 X 4' (AG BOLTS � 2' C/C THRU Bt�. BOT, FI,AANt� INTO GL PL 48, N4T E1SED. 49. 12X12 W40Q G�.. FR(�A TOP OF FGN. WALL UP TO BM. BRG. ABOVE, �ONN. COL TO FDN. WALL PER 2 j524, SIM. 50. 3-2X6 STUQ FACK UNDER BM, BRG. ABOVE TO FDN. 5t, 3-2X6 STkJD PACK FROM TOR qF 3-1 3 f 4" X 11 7/8" M.L. B�i. lJP TO BM. BRG. ABOVE. b2. 7-2X6 STUD PACK UNDER BM. BRG. ABQVE Ta FDN. 53. 2X6 � 16" BRG. WALL FROM FL40R UP 7Q ROt� FRAb11NG ABOVE. 54. 4-2X4 S7llD PACK FROM TOP OF h100R BM, UP 7� 8M. BRG. ABOUE. 55. 5-2X6 STUD PACK FR{N�A T(� OF Ftfl{}R BA�. UP TO BM. 9RG. ABOV£. 56. 3-2X6 STUD PACK FR�1 TOP Of �L.00R HMI. UP TO BM. BRG. ABOVE, 5-2X6 S1UD PACK UNDER BM. BRG. TO FDN. 57. 3-2XS STUQ PACK FR{�A FL� UP TO BA�. BRG. ABOVE, 4-2X4 ST11D PACK UNDER FLOOR TO FDN. 58. 4-2X6 SiUD PACK UNDER BA�. BRG. TQ FDN. 59. M-1 3 f 4" X 5 1/2" M.L STUD PACK FRQIwI TOP � FLOOR BI�. UP TO BM. BRG. ABQVE. 60. TS4X4X1 f 4 COL FROM FDN. UP TO BM, BRG. ABOVE, CONN. COL. TO FDN. WALL PER 6 f 52.4. S1. 4-2X4 STUD PACK FROhI �DN. UP TO 8i�. BRG. ABOVE. USE TNESE HEADERS UNL.ESS NOTED QTHERWISE t1SE TNESE HEADERS UNIESS NOTED OTHERWISE FL04R JOIST CflNNECTI�N NOTE UNLE5S QTNERWISE DETAILED QR NOTED, C4NNECT 14" BCI FLOOR �ISir`a 70 Bt�S. W% S�MPSON ITf3514 TOP FLANGE d(?IST HANGEi2S. �ONNECT DOUBLE 14" BCI fL.00R ,�S7S TQ ; BMiS. W/ SIMPSON MIT3514--2 TOP FLANGE �kS7 HANGERS, I C(NIN. SINGLE 14" t�.L fl�O(�2 Jt?IST� TQ BMS. Wj SIMPSON � Wt4 TOP FLANGE 8M. NANGERS, CONNECT D�,1BL� 14" �I,L L.A � Ft{�R ,K?ISTS T4 BMS. Wj SIMPSOF! HW113.56/14 T�' FtANGE ', BM. NANGERS. i 11NLESS OTHERWISE DETAILED OR NOTEDt CONNECT 11 7 f 8' BG ��, FLOOR ,lOISi`S TO B�1S. W/ SIMPSON ITT3511.88 TOP FLANGE '�, JOIST HANGERa. CONNECT DOklBLE 11 7 j8` BCi FL04R JOISTS TO ', BMS. Wf SIMPStkJ �i173511.88-2 TOP Fl.ANGE �ST HANGERS, I C(�+IN. SINGLE 11 7/8" M.I� FLt�lR J(�STS TO BMS. Wf �MPSON '� W11 TOP FLANGE BM. HANGERS, C{�INECT DOUBLE 11 7f8" M.L i FLtM,1R J((NSTS TO BM5. Wj SIMPS(M! HWU3,56/11,88 TOP FLANGE !, e�. HAPtc�s. � `. �► i_. � . � .. � . •� ��• � � • � �� � � � �� •� �i' i ! � i 1 �'� � • � •• � i� •� ��• � 1 • 1 ' • 1 '�� Ex�R�o� wa�� sH���i�c No� Ail EXTERIOR FRAf�IED WAILS ARE SFIEAR WAL�S AND i ARE SHE�;7NED IM/ 1 f 2" P�YWOOD AND NAILE{� W% 8d � 8" EOGE, 12" FiELD. INSTALL 2X6 BLOCfCING BEl'WEEN STUDS AT ALL HORIZ, PANEL �INTS THA7 DO NOT FALL ON A Ti�P OR BOTfpM WALl. PLATE. NAIi. ABUTTING 5HEATHING , PANF� EDG�S 7Q BLOCKING WITH Sd � 6", BpTH SIDE� ' OF PANEL JOINT. JS?��`� .l.AYQ�T L���. GQORDINAiE JQIST LAYOUT W/ LIGHT FIXTURE LOCATIONS AND RAIr1ER TAIL LQCAiI(NIS. AD�1ST JOIS1' LOCATIONS �s �Ea��. CtNlN. HEADf�2 M.L. TO t�.�. ���r�� w/ siM�sc� TOP t�LLANGE Bh�. ��tace� 'fYP. � S!N(� M.L BFA. TO MIA7CH JOIST DEPTH f �"��`1 � � � : • � • � ,,. ,. .� . , �� �: ��1 OPNG. 7NRU FL40R, L�. 1J Ct70RD. W/ ARCN./ "�"�•.• MECH. GONN. �IST T(7 HEADER SINt�.E M.L BM. TO W/ SII�PS4N ITT T� MATCN J(IIST DEPTH FLANGE �IST HANGEa, TYP. TYPICA� HEADERED OP.�,�. THF�t� FLO R aR Ra�F ���K 62. 3-2X6 STUD PAGK FRQM T4P QF HM. UP TO 8�1. 8R6. ABOVE. 63. 5-2X6 STUD PACK tlNDER 8M. BRG. ABOVE TO FDN. 64. B�I. TO BM. CONN. Wf SIMPSON NWU5.50/14 TOP FLANGE BM. HANGER. � +�r � � . � � � i .� � •i � � � • �I . r .. , .. � � • • .s .. ., . • .. � , • . ; .. • • � . , � V � � � 1 � � � � � � Q � � ,� � � � � � � � � � � H � W � � � � � � � p � N � � � � � W a � � w W � �.' �„-; w.� � � � � � C'` � t�.,,_ c� t� �� � � � � H � �..r' E"{ �i%� � � � • • ~ � •i i • ��' • , . I � �I � . .. � i � • . . • . � .. �t ' I . � � • i �'� .. �. • UPPEf2 LEVEL FLOCaR FR�MING PLAN ' � 1. 5f8' PLYWUOR RQOF SNEATNING NAIIED W/ lOd 01 6' EDGE, 12' F1ELD. 2 2-1 3�4" X_14` t�.l� HQRIZ, BEAR ON EXT. WAIl PtA1E �2 8M. �D ENDS ( 3, 2X12 �4 18" 4.C. MAX. _", �� 3 ' 4. 2-1 3 j4" X 11 1 f 4" M,L RIDGE BM. 5. 2-1 3f4" X 11 1/4' M.L. HIP 8M. 6. CONN. HIP BM. Tf? RIDGE BM. W/ SIMiPSON LSSU410 FACE MOt1N7 Bµ. HANGER, EXTENQ f AS REQ`D. FOR t.SSU410 HANGERS, t:LIP TOt' � RIOGE 8t�. T4 CLEAR RQOF S'�IEATHING. 7. 3-2X6 STUD PACK UNDER RIQGE BM. DOWN TO TOP OF HQRiZ. BM. BE1.OW, COPIN. S7UD tNj 2-�t�PSC�I MS7Al2 STRAP 11ES. 8. 3-2X6 STUD PACK UNDER 8M. BRG. TO FDN., CONN. B�fi. TO TdP OF STULI PACK W/ 2- 9. 3-2X6 STUD PACK UNDER 8M. BRG. DOWN 7Q T4P 4F NEADER BfIOW� CONN. 8M. TQ TC 2-SIMPSON A�STA12 STRAP 11ES. f0. 3-1 3/4" X 7 1�4' �1.L NEADER OVER OPNG. BEL�W. 11. 3-2X6 STUD PAt�f{ UND� B�i. BRG. TO FDN. 12. 5-i 3 f 4" X 14" �i.�, HORIZ., BEAR ON EXT. WALI PLATE Q+ EA. ENi�. 13. C�lN. VALLEY 8�1. T4 RIDGE BM. Wj SIMPSQtV L.SSU4iQ �ACE MQUNT 8M. HANGER, EXX'iEEt AS REQ'D, FOR lSSU410 HANGERS. 14. 2-1 3 j4" X i 1 1 f 4" M.L VAtIEY 8t�. � 5. 3-2X6 S1UD PACK UNDER BM. 8R . N., GONN, Bt�. TO TQP OF S1UD PACK Wf 2- 16. NOTCH BOT. C�' EAST-WEST �i.L 8M. TO BEAR ON TOP OF N�2iH-SOUTH M,L. BM, & Ct 17. 3-1 3 j4" X 14' M.L HEADER QVER OPNG. BEf.OW. 18. 3-2XS STUD PACK UNDER BI�. BRG, DOWN TO TOP OF FLOOR BM. BELQW, Ctk�IN. Bh�. i'� MSTAi2 STRAP TIES. 19. 5-2X6 SND PACK UNQER BM. BRG. DOWN TO 70P OF HEADER BELOW, CONN. BM. T4 � 2-SIF�PSON MSTAf2 STRAP T1ES. 2tI. BM. TO Bt�. CONN. Wj SIMPSQN MWU3.56f14 T(� FLANt� BM. NANGER. 21. 5-2X6 51UQ RACK UNDER Bt�. BRG. T4 FDN., C�JN. B�4. TO TOP QF STUD PACK Wf 2 22. OVER-FRAt�E HATCHED AREA W/ 1 3/4" X 5 1 f2" M.L JO1ST5 � 1l�" OVER 2X4 � 16" O.C, �IAX., ALlGN CRIPPLE WALLS PERPENDICULAR TO M.l. R0� JOISTS BELOW. 23. BIRD-MOUTH ,�IS7S ON70 T�' � t�.L BMt. & CQNN. Wf �MPStN�I H3 EA. J01ST, 1NSTA 24. CQNN. �i.l, HIP 8M. TO t�.L. RID(� BM. PER 3jS2.4. ; BM. PAST STUQ PACK TQ BMS. 0� TOP dc BOT. It�PSON MSTA12 STRAP TIES. ' OF STUD PACK W/ ' �t_ 1 � . . TS12 STRAP TIES, Wf 2-S�MPSON TS12 STRAP 11ES. �' S1UD PACK Wj 2-SIMPSON � � �•« ST11Q WAUS SPACED � &'-0" 25. 2-1 3/4" X 14` M.L HORfZ. 26. BEAR NOEtTH-SOUTN M.L, BM. DIREGTLY �1 TO � EAST-WEST M.L BM. & CONN, Wf 2-S".MPSON TS12 STRAP ?IES. 27. 4-2X4 STUD PACK UNDER BM. BRG. QOWN TO TOP OF FLO(� BM. BELQW, C�1N. 8M, TO T� 4F STUD PACK Wf 2-SIMFSQN t�STA12 SiRAP 11ES. 28. CONN. M.L. HIP BM. TQ BENT 5TL BI�. PER 10j525, S1.0T M.L. BMI. SADDLE PLATES TQ FiT AROUND BM. FLANGE EXTENSION PLATES. 29. CONN. M.L. RIDGE BM. TO BENT STL. Bt�. PER 10/S25 SIM. W/ HQRIZ SADQLE, SLOT M.L BM. SADDLE PLATES TO F1T AR4t1ND BM. FLAN{� EXTENSi�I PLATES. 30. 1 3/4" X 11 1%4' �1.L HIP BM. 31. 3-2X6 STUD PACK UNDER STL. 8M. BRG. T4 FDN., CONN. Sit. BM. TO WA�L PLATE PER 8/S2.5. 32. 3-2X8 STUD PACK UNDER BM. BRG. DOWN TO TOP 4F HEADER BELOW, CONN. BM. TO TOP! �' STUD PACK W/ 2-SI�IPSON TS12 STRAP T1ES. 33. 4-1 3/4' X 14" M.L H(�IZ., BEAR tN�t EXT. WALL FLATE UR BM. � ENDS 34. 3-i 3f4' 14" M.L H�iIZ., ONE PIECE 2 SPANS. 35. 5-2X6 SND PACK UNDER 8M. BRG. DOWN TO TOP OF FLQ�2 BM. BELQW, CONN. BM. TO TOP OF STUD PACK W/ 2-SIMIPSON t�STA12 STRAP T1E5. 36. 5-2X6 SiUD PACK UNDER B�t, BRG. TO FDN., C(N+IN. 8A1. TQ TOP OF STUD PACK W-SIMPSON �iSTA12 S7RAP TIES. 37. 1 3f4" X 11 1J'4' M.l� ROOF JOISTS � 24" O.C. MAX,, JOISTS ARE t.E1+EL W/ 5J8" PLYWQOD SHEATHING. � 3� -�(Ei`S"fLlU'�ACK UNDER BA1. BRG. DOWN TQ TO OF HQRIZ, BM. BELOW, CONN: STbt3'�P�C'tCS�BI�`. � TOP & BOT. Wf 2-��iPSON �iSTA12 STRAP T1ES. 39. 1 3j4" X 5 1 f2" M.L. t.AfaQER-FRAA�IED JOISTS � 16" O.C. �AAX„ SEE 4/52.4. 40. 3-1 3/4" X 14' M.L NEAD�2, SE7 DIREGTLY UNDER 3-18" t�.L RIDGE BM. & CONN. W/ 2-SIMPSON TSt2 STRAP T1ES. 41. 12X12 WOOD COL. UNDER kI.L 8t�. BRG. dOWN TO TOP OF F100R Bf�. BE�OW, 42. 3-1 3/4" X 14' M.l. HEADER OVER �NG, BELOW. 43. 4-1 3/4" X 5 i f�.' t�.L S7U0 PACK UNDER BM, BR6. DOWN T4 TOP OF FLOOR BM. BEIOW. 44. DOUBL£ 1 3/4' X i1 1/4" M,L. � 24" O.C. MAX. �3 45. 8M. TO BA�. CONN. W/ SIMPSON LSS'11410 FACE �IOUNT BM. HANGER. 2X12 BIKG. B'iWN. EA. JOIST. `� D LL OEP M T Y 8 WRAP PER ARCH. � 47. i 3%4" X 11 1/4" M.L. LADDER-FRAMED JOISTS � 16', RIP TO 5 1 j2' DEEP QUTSIDE OF EXT. WALL, C4fIN. TO M.L, VALLEY BM. � BACK-SPAN WITH SEA�PStN+I LSSUf25 �ACE A�OUNT J�ST HANGERS. � - - - � - ^--r 48. 2-1 3/4" X 14'" M.L. HEADER QVER WINDOW OPNG. BE�QW. 49. CONN. M.L. B�i. TO �DE OF STL. COL PER 11 JS2.5. 54. BEAR 4-14" M.L, RID{�E BM. DIRECTLY ON TOP OF 3-94" M.L HEADER & CQNN. W% 2-SIMPSON T512 STRAP TIES. 51. TS4X4X1/4 COL UNDER M.L. BM. DOWN TO TOP OF F100R BM. BE1QW, GONN. BM. TO 7i� QF COL. PER 12/52,5, CLIP UPPER CORNER OF B�1. AS REQ'D. TO Ct.EAR ROOF. 52. INSTALL GONT. ZX6 PL ON Tt)P OF STL BM. TOP FLANGE, CONN. Wf POWDER DRIVEN NAILS � 16" Q.C. STAGGERED. 53. 7-2X8 STt1D PACK UNDER i1MBER t21DGE BM. BRG. DOWN TO T� OF PLATE ON STL B�t. BELQW, PROVIDE 5 1/2" 1MDE NOTCH IN END � 111�BER BM. TO AIIOW FULL DEPTH ��i.�. RIDGE BM. TO BEAR 6" IN END Uf T1M8ER BM, 54. TS4X4X1 f4 COL UNDER BA�. BRG. TQ FDN., CtN�lN. BM. TQ TOP OF GQt, PER t$/523. 55. 12X12 TiMBER Ca.. UNDER TlMBFR SH(�1LDER BFA. DOWN TQ �RG, BEI.OW, CONN. BM. TO TOP OF COL. Wj 3/4"� X t8" LAG BOLT C(�1NTERSUNK INTO TOP OF BM, Wf 9" PENETRATiON INTQ TOP OF CQG 56, 7-2X6 STUD PACK UNDER ?1MIBER RIDGE 8M, BRG. TO FDN., PROVfDE 5 1 j2" WIDE NOTCH IN END OF TIMBER 8M. TO ALLQW F1JLL DEPTH QF M.L RiDGE BM. TO BEAR 6' lN END � 71M8ER BM, 57. BIRD-MOUTH 4X12 JOISTS tl�1TQ T1t�BER 8�1. & CONN. Wf 1/2"� X 12" lAG B�T COtiNTERSUNK INTO CL � 4X12 WJ 6" PENE1FtATION INTO T(�' OF ?1MBER Bi�. 58. 4X12 @ 24" O.C. MAX. 59. 2-1 3J4" X 14" M.L. HEADER aVER OPNG. BELOW. 6Q. BEAR 71t�BEfi RIDGE 8M. DIREC7LY ON TOP f� MA.L. HEADER. 61. 4-2X4 S1UD PAqC UNDER BM. HRG. TO FDN. 82. 3-2X6 STUD PACK UNDER B�1. BRG. DQWN TO T� � FLOOf2 8�1. �E�aw, GONN. BM. 70 TOP OF SiUD PACK W/ 2-�MPSON TSl2 STRAP T1ES. 63. 1 3%4 X 11 1 4' �1.L JOISTS � i6" O.C. MAX. � 3 64. 3-1 3/4" 14" M.L HORIZ. USE THESE HEADERS UNLESS NOTED OTHERWISE USE THESE HEADER� UNLESS NOTED OTHERWISE B�F ��sT cc�N�e�n4�s �o�s _ uN�ss Na� o��v�s�: Ct�JNECi' MICR4--LAt� �lSTS TQ RIDGE, YA11.EY & HIP BEA�IS Wj SIMPSON LSSUI25 FACE M(�1NT JOISi HANGERS. CONNECT ALL DOUBLE 11 1 j4" MICRO-LAM J�STS TO RIDGE, VALLEY dc HIP BEAt�1S W/ SIMPSON LSSU41{� FACE t�(�1NT �IST HANGERS. CONNECT JOlSTS �r EXT�RIAR WALL BEARIN6 LOCAiIONS PER 5 jS2.4, � ST�1D PACK KEY ■ INDICATES STUII PACK E){TENDING UP FROM F1.04R t�! WHICH IT IS lNDiCATED OR EXTENQING UP AND DOWN fRObl FL(� Ofil WHICN IT IS INDiCAIED. SEE FLAN KEYN4iES. I9 INOICATES STUD PACK EXTENDING �OWN FROM F100R �1 WHICN IT IS INDICATEI7. SEE PtAN K�YNOTES. EXTERI�R WALL SHE�ITHING NQTE All EXiER14R FRAt�ED WAl1S ARE SHEAR WALLS AND ARE SHEATHED Wj 1/2" PLYWQOD AND NAILED Wj 8d � 6" EDGE, 12" �IEI.D. INS3ALl. 2X6 BLOCKING BETH+EEN S1UDS AT ALL HORIZ, PAN�I.. ,101NTS THAT p0 NOT FALL (7N A 7QP OR BQTiOM WAIl �'LATE. NAIt� ABUTTING SHEATHING PANEL EDGES TO BLQCKING WITH 8d � B", BOTH SIDES OF PANEl. J�NT. ,�QIST LAYQUT NOTE: C�QRDINAIE JOIST LAYOUT Wf LIqiT FlXTURE LOCATIQNS ANp RAFTER TAII. LOCA114PIS. AOJUST JOI�T LOCAl10NS AS REQ'a, CONN. HEADER ?�.L TQ - M.L 7RIMMER W/ SIMPS(Nt T4P FLANGE BM. WANGER TYP. r � , ' �■ '�i � _' 1�''. OPNG. TNftU �LOOR, COORD. Wj ARCH./ MIEt�i. , , , ., . . , ,. , � � � �� � ��. _J�i JOIST TO 8� HEADERED FOR (}PNG. . '. .,. � , ,. � ` ' � � � i""1 ' !!* •' '•• ! � i .■. � • � • � � �► 1 � �� � � � � • .. • � .. � � • . .. .. .. . • ` .• a • s s � .• . . � • � � � . � � � C7 � � ��i H Q N^,� h, I � � � � � � W � c W � � � � ia � � � � � ° W a �' w W t� w � � � � � c� � or� w � ,-t � E-� O � i: ii • ;i •• � � • . . • ,d � .r � . � ! . . � � � .. • � . � i � � � .. .. ♦ i'� ' Q � ALT. , 32 D1AM.-� � is� BENDS'! 1'-6" MIN. z Q� L�UWL.f .iL vi/-�Ni., f C� MIN., SEE NOTES 4 TYP. �EN ERAL N QTES VERT. BARS N�I n � �� 1. TNE CQNIRACTOR SHAL� VERIFY ALL DI�ENSIONS PRIOR TO STAR7ING CONSTRUCTION. THE M I AE2GNIlECT SNAL� BE NOTIFIED OF ANY DISCREPANCIES OR INC4NSISTENCIES. 2. DIF�ENS(ONS SHALL TAKE PREGEpENGE OVER SCALES SNQWN ON DRAWINGS. �-�p. �R-�. CQRNER BARS ((') MAY BE 3. NOTES AND DETAI�S ON DRAWINGS SliAll TAKE PRECEDENCE OVER GENERA� NQTES AND TYPICA� USED IN LIEU C7F BENQING DETAILS. WALL REINF{3RCING BUT �AP INTERSECTI�N SPLICE COF�NER EACH ENLi 32 DIAM. (r) 4. ALL WORK SNALL CONFORM TO THE MIN{MUM STANDARClS QF THE lATEST EDITION QF 1NE INiL. SINC�aLE BARS BUlLDING GQDE AND ANY OTHER REGULA7ING AGENCIES WHICH HAVE AUTNORITY OVER ANY PORTION OF TNE WORK. �4I�� 1. THE 32 DIAM.(1'-6") MiN. CORNER BENQ SHALL BE BASED ON INTERSECTION SP�ICE CORNER 5. A(1 CONSTRUGTION AND �1ATERIALS SHALL CQMPI.Y WiTH THE GIETAILED REQUIREMENTS AS NOTED �ARGEST BAR SIZE 1N CORNER SPI.iCE. !N THE PROJECT CONTRACT DOCtlMENTS, 2. WNERE CC?RNER BARS t( ) ARE USED, PROVIDE ONE FQR EA. DOUBLE BARS HORIZ. BAR REQUIRfNG CORNER BEND. SIZE AND 32 DIAM. 6. OPENINGS, POCKETS ETC. SHAfl NOT BE PLACED IN SLABS, QECKS, BEAMS, JQISTS, COLUMNS ETC. (2'-�"MIN,) BENDS SHALL BE BASED ON �ARGEST BAR SIZE UNLESS SPECIf1CAL�Y DETAILED ON THE STRUCTURAL DRAWINGS. NOTiFY THE SIRUCTURAL IN CORNER SPLICE. ENGINEER WHEN DRAWINGS BY OTNERS SHOW OPENINGS, POCKETS ETC., NOT SHOWN ON THE 3. WMERE TYP. VERT. HbR(Z. BARS ARE SHOWN IN ABOVE DT�S. STRUCTURAL DRAWINGS 8UT WHICN ARE LOCA7ED IN STRUGTURAL ME�iBERS. PROVIDE BARS QF S�tME 51ZE AND DETAI� AS SHOWN ON DRWGS. BUT NOT �E�S THAN SIZE & SRACING SHOWN IN 7. A.S.T.M, SPECIFICATIONS NOTED ON THE DRAWINGS SNALL BE OF THE I.ATEST REVISION. MINIMUM REINFORCING SCHEDUI.E WNERE REINFORCING IS NOT SHOYVN. CONCRETE i. All PHASES OF WORK PERTAINiNG TO THE CONCREIE CONSTRUC130N SHALL CONFORM TO THE �pN Ti N U�U S CQN C. FOOTI N G AN D � "BUILDING CODE REQU(REMEN7S FOR REINFORGED GONCRETE" (ACl 318 LATEST EQI110N} WITH MODIFICATIC?NS AS NQTED iN TNE DRAWINGS OR SPECIFICATIONS. WA�� REINFURGING DETAILS S2• 2. AI.L STi7lJCTURAL C4h1GRETE, INCLUDING FOUNDATIQNS, WALLS AND SCABS QN GRADE SHALL HAVE A MINIMUM 2$ DAY CO�iPRESSIVE STRENGTN OF 3,000 PSI. ' 2'-0" BEND 3. P(?RTLAND CEMEN7 SNAtl CONFORM TO A.S.T.�4. C-150 TYPE ( QR TYPE II. �� �,�N 4. AGGREGATE FOR HARDRaCK CONCRETE SHAIl CONFORM TQ ALL RE4UIREMENTS AND TESTS QF ; A,S.T,M. C-33 AND PROJECT SPECfFICATIONS. EXCEP110NS MAY BE USEQ QN�Y WITH PERMISSIQN ..°�``.""�f.'''`..°:�`�''.': `''.;:`,'�'-. • --- {,,�.�: ;.�.°�a :>wx;�~ Y.�,.-. �•�:> I I �II SEE PLAN �t. k ..k.{y' �rc,^...:i: »t':b: ��1 � I�o���'�TTI OF THE STRl1CTURAL Et�GINEER. �-°�- -- �� i-i i�-i i�-� . ; I I I-I I I-I I I-I I 2#� eoNT. 5. CONCRETE MIXING OPERATION, ETC. SNAI_l.. CONFORFA TO A.S.T.M. C-94. I1-I ( I-I I I- 6. PLACEMENT OF COh1CRETE SHALL CONFORM TQ ACI �TANDARD 614 AND PROJECT SPECIFICAliONS. #4 t� 12" HORIZ. �4 �i 12" VERT, @� CL WAI.t, BEND 7. CLEAR COVERAGE OF CQNCRETE QVER OUTER REINFORCING BARS SNAL1 BE AS FO(lOWS: Z'-0" INTO SLAB A. CQNCRElE PLACED QIRECiLY 3" GLEAR TO REiNFQRCING #4 DWLS, � 12", LAP AGAINST EARTH g„ g" 1'-8" Wj VERTS. B, FORMED CONCRETE WCTN 2" CLEAR t 2#5 GONT. EARTH BACKFILL 0 8. ALL REINFORCIN6 BARS, ANCHOR BQLTS AND 0111ER CONCRETE INSERTS SHALL BE VI�LI. � ' SECURED (N POSITION PRI�R TO PLACING CQNCREIE. SEE PiAN 9. LAP ALL REINF. AT SP�ICES 32 BAR DiAMETERS U.N.Q. 2'-0" i0. THE USE OF CALCiUk� CHLORIDE OR 4THER ADMIXTURES CONTAINING �HLORINE IS NOT PERMITTED. rj REINF4RCING FOR CONCRETE 3 f 4" = 1'-0" ' �2.'j 1. All REINFORCI�iG STEEL SHALL BE DETAILED AND PLACED IN GONFdRMANCE W[TH TFIE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDIT10N1, AND THE "MANUAL 2'-0" BEND QF STANDARD PRACTICE F'OR REINFQRCED CONCRETE CONSTRUCTION* {C.R.SJ. IATEST ED1ilON) 2X6 � 16"; 1 f 2y pLYW00D AS MODiFIEp BY THE G4NTRACT �OCUMENTS. ' 2X6 P.T. PL S� 2, REINFORCING BARS SHALL CONFQRM TO A.S.T.M, A-615 GRADE 60. SEE PLA �.. . � _ :4$`.��;t�'•��"':'Sr:.�•Ei.`�..�:�; . ::.?y.a ,.„:+;a� �•t.,Y 'ti,``�L�,4 3. ALL REINF(7RCING BAR BENDS SHALL BE MADE COLD, ,"..�:Y��`�:':-:`"�°�- - - - � i�-� 4. REINF4RCING SPLICES SHALL BE MADE ONLY WHERE INDICATED 4N THE DRAWINGS, -.�'����s��x�`"'.yM4-�.'�!� ~������ i-I I 1-I I f-I I 1= � �I I I� � �I I I� � �I I 1=1 I I I-I I I-I I I-I I I-I I I "' ��' �ONT. � 5. DQWELS BETWEEN FOQIINGS AND WALLS SHALL BE THE SAME GRApE, SlZE AND SPACkNG OR �� i� I �� i I I I� i� I I I �� � I I I i��� I #4 � 16" F1�RIZ. NUMBER AS TNE VERIICAL REINFqRCING AND SHALL BE IiED TQGETHER WITN NARE. �4 � 16" HORIZ. 50UD SAWN �UMBER #4 � 16° VERT. � CL WALL ��, $„ 1. ALL WOOD FRAMING SHALL CONFORM TO THE "NAl10NAL DESIGN SPECIFICA110N ' #4 pWI..S. � 16° LAP Ft}R WOOD CQNSTRUCTiQN", LATEST EQITION, REC4MMENDED BY THE "NA11t7NAL ��} $„ 1'-8' Wj VERTS. • FOREST PRODUCTS ASSQCIAl10N", • O / I . � ... r � z � RQCK VENEER, SEE ARCH. L8X8X1/2 CONT. W f 3/4"� EXP. BOLTS �► 24" W% 5" EMBED. TYPICAL R�CK VENEER SUPPORT DETAlL 3/4" = 1 "-0" 2�5 C4NT. #4 � 16" VERT. � CL WALL, BEND 2'-0" INTO SLAB #4 DWLS. � 16", LAP 1'-8" Wj VERTS. 1 /- 2#5 CONT. 2. All WQQQ SIRUGTURAL MEMBERS SHAU. BE MARKED HEM-F1R N0. 2 OR . BETfER BY A RECQGNIZED (WCLIB) GRADING AGENCY. o, , 2#5 CONT. SEE PLAN Li 3. ALL SILLS AND PLAiES RESTING ON Ct7NCRETE OR MASONRY SHALL BE PRESSURE SE PLAN 2°_a» TREATED DOUGLAS FIR. BOLTS SHALI. BE Pl.A�ED 8" FROM THE END QF A BOARD QR FR�M A HOLE QR NOTCH GREATER THAN 1/3 THE W1DTN OF A PI.ATE, AND ��_p�� SPACED AT INTERVA�S iVOTED. 3r4" - �>_�" � 4. AL� BQ�T NEADS AND NUTS BEARlNG ON WOOD SHALL NAVE WASHERS. 3f4" = 1`-0" 52.1 2X6 � 16" 5. DQUBLE AND TRIPLE BUILT-UR SOLID SAWN WOOD MEMBERS SNALL BE SPIKE[} 1/2'° PLYWOOD TOGETF{ER WlTH TWO 16-D NAILS SPACED AT 16" STAGGEREO. 2X6 P.T. PL 6. TYP. WAIl ANCNQR BOLTS SNALL BE 1%2"� X 12° � 32" O,C. �IAX., SIMPSON �iA6 ' „ SEE PLAN ANCHORS � 32� O.C. MAY BE USED AT GONTRACTOR'S OP114N. 2X6 � 16 �1�" PLYWOOD �- STRUCTURAL ;�EL 2X6 ; P.T. PL. 1. �TRUCTURA� STEEL SHALL BE DETAILED, FABRICATED ANQ ERECTED IN ACCQRDANCE WlTH THE 2#5 CONT. A.l.S.C. SPECIFICAl1QN FQR THE DESIGN, FABRICATION AND ERECTIQN �F STRUCiURAL STEEL FQR �E PLAN BUILDING5, LATEST EOITIOIV. 2. ALL SIRUCTl1RAL STEEL SHALL CON�OR�1 TO TNE A.S.T,M. DESlGNA110N A-36, UNLESS N4TED ' #5 � 1(}` NORIZ. --- o�ERw�S�. 2� ; cONT. I((-) ! I-I I I-I I i i �-iii-i � i_ 3. STEEL TUBE COLUMNS SHAL� CONFORM TC1 ASTM A-500, GRADE B. 4. ALL �OLTS SHALL CQNFORM i'Q AS1M A-307. ��»� H���Z• `°- =1T�= 2° CLR. TO HORfZ. » I I 1=1 I 1=1 I f-I I REINF. #� ��2 v�aT. 5. BOLT NOLES IN STEEL SHALL BE 1 ji6" LARGER DIAMETER TNAN NO�IINAL SfZE OF BOLT USED. i I I_� i I`I I I_ �• ALL STRl1C1URAL STEEI. SURFACES TNAT ARE ENGASED IN C{?NCRETE SHALL BE LEFT UNPAINTED. „ ' .�SEE PLAN P,T. 2X10 LEDGER 2 CLR. TO ;HORIZ. �- ----_- _� w/ �/� � x s REINF. � EXP� BOLTS � 24" 7• ALL WE�DS SHALL BE IN GQNFQRMITY W1TH THE C{lDE FOR WELDING IN BUILDING CQNS7RUCT10N O.C, MAX. (AWS D.10 LATEST EDITION OF THE AMERICAN WE�DING SOCIETY} ANp All WELDS SNALL BE DONE BY THE ELECTRIC ARC PRQCESS WITH E70 COAIED ELECIRODES. �SEE RLAN DESIGN CRITERIA CRAWL SPACE 1. ROOF: DEAD LQAD = 15 PSF, LIVE LOAD = 100 PSF. GRADE 2. FLOOR: DEAD L4AD = 35 PSF, �IVE (.OAQ = 40 PSF. , #5 � 12" VERT. F.7. 2X1 Q LEDGER -) I I-I I I-) I I-I I I 3. DECKS: DEAD lOAD = 10 PSF, L1VE LOAD = 100 PSF. W/ 3/4'�� X 6" :I I I°I I I-) I I-I ( I-I EXP, BOLTS � 24� -I I I-I I I-I i f=1 I I 4. WIND: 90 MPH, EXPOSURE "C". O.C. MA�{. #5 DWLS, � 12", LAP #5 DWLS. � 12", LAP 5. �aUNDA�ION DESIGN BASED ON SQILS REPORT PREPARED �Y KOECHLEIN CONSULTING ENGINEERING, „ �'_2` W� VERTS. 2'-2" W VERTS. iNC., JOB No. 03-056, DATE[I 10f11/07, USlNG SPREAD F0011NGS WITN AN AIlOWABI.E SOIL BEARING 8 8" % PRESSURE 0�' 2,50Q PS�'. REFER TO THE S41LS REPORT F�3R CQMPLETE SOILS MATERIAL, FIl1 AND COF�PACTIQN REQUIREt�ENTS. THE SOILS RERORT SHALL BECQME A PART QF THE PROJEGT CQNIRACT DOCt1MENTS. 2#5 CONT. 2�5 CONT. CRAWL SPACE ; 6. BUiLDING CODE: 2003 1RC. GRADE � • • ; SEE PLAN,� SEE PLAN� 7. fRQST �EPTH = 48°. �� _ �I I II � �I I I� � �I'.I I� �1 I 2'-Q" 2'-0" 3/4° = 1,_0� 11 ��.'� 3%4" = 1'-0" I IL l 2X6 +� 16°- 2X6 P.T. PL -� SE� E PLAN S�, EE PLAN BC! BLKG. PANEL 2" CLR. SEE PLAN VARIES _ . .. , . . . .. ., . �� ;.�: #5 � 10" HORfZ. � 3/4" = 1'-0" EXT. FIN. GRADE S� EE PLAN 2#5 CONT.°-f �5 � 12" HORiZ. 2X6 P.T. P� W/ 1/2"� - A.B.'S @► 32" MAX., TYP. 1 j2" EXP. JT. CONT.-t T`(P. S� EE P�AN �_ .� -�..� ,.,t�, •:,� <� ..'::%'r.'��. -.�. .. . : > �_ 4" AGGREGATE-�� Ii'='�) 6�1SE COURSE � i-i i i- 7YP. #4 � 12" HORIZ. CONG. FDN. WAL� TYP. ALTERNATE DWL, BENDS IN FTG. TYP. 3 f 4" - i'-0" l/2" PLYWOOD L5X3 1 /2 X 1 /4 (IlV) Wf 2X4 PL CONN. W/ POWDER DRIVEN NAILS t� 16", CONN. ANGLE TO WALL W/ 3 j4'� X 6" EXP. BOLTS � 16� #5 � 12"' VERT. ��I� � �� . • �• ��� -� � _� s � r � 2'-0° � #5 � 12" VERT. � CL WAIl 0 2X6 � 16" -�-1/2" PLYWOOQ NAILED W/ 8d g 6" EDGE, 12" F1ELD, BLOCK ALL UNSUPPORTED PANEL EDGES, TYF. ALL EXT. WALLS SEE PLAN � i � � �-� � � � � �- 2#5 CONT, M �4 � 12" VERT, � CL WALL �'''�-.. #4 QVYLS. �► 12", fAP g g 1'-8" W/ VERTS. � 2#5 CONT. CONT. CONC. FTG. - rr�. 2`-p�, 1 3 2�5 CONT.� S,� EE PLAN #5 � 12" HORIZ. r � ' . : �� . � � r � •, . 2" CLR. #5 � 1Q" HORIZ.- 3/4" = 1'-Q" , �. . ��� � • • • .. _.��`.♦�_',;,;. _ rr.= �.>:` �4 �t 12" HORIZ. 0 2X6 � 16" 1 j2" PLYWOOD � , i i i(� `-` 2�5 CONT. #4 � 12" VERT. � CL. WALL �4 DWLS. �► 12", LAP $�i �» �'-a' w/ v�Rrs. r �,,,---2�5 CONT. '� s.,.,..�........�..�_.s" SE PLAN � , I 2'-0" 4 3/4" = 1'-0" ��.'� 1/2" PLYWOOD �5x3 1 /2 x 1 /4 (Clv) Wf 2X4 PL CONN. W/ POWDER DRIVEN NAILS � 16", CONN. ANGLE TO WAl1 W j 3 f 4"� X 6" EXP. B{7LTS � 16" - #5 � 12" VERT. - �`S DWLS. � 12", I;AP 2'-2" W/ VERTS. �» ��-�» --�` #5 �+ 12° VERT. � CL WALL 2#5 GONT. ..-r. � •. . � : r � � •. . :, - � . c� �� : � � � '� ; : �� � ' -r.��l 3f4" = 1'-Q'" 2�5 CON7. #5 � 12" VERT. � CL WALL #� � � �" HQR1Z. 2'_p» 2X6 � 16" P.T. 2X6 PL SEE P`� �4 Qti��+ � 12p, LAP 1'-8" W/ VERTS. �SEE PLAN � . . � •. �� '`J �1 � �`'`^ � � � � � � � F-•-{ � �..�/ � W � � 2�5 CONT. �� � � � � � �5 � 12� VERT. ~,�,/ M � CL WALL W r--�i � � 11=11T'�fiT='iT1=� � Q �III�III,-=111==11 � � #� � ��p tlV�IL� � i T �7 " r`�'-� c`J N � F � � � � � � � #5 DWLS. �► 12", �AP � #5 DWLS. � 12'°, !AP � #5 DWI.S. � 12", LAP .`�� �5 DWl..S. � 12", L�tP �� �» gn 2'-z" W/ VERTS. �» $» z'-ZM w/ v���s. �„ ��, z'-zp w,� r���s. �� �„ �'-�y wJ u�R�s. �.,� 2#5 CONT. 2#5 GONT. 2�5 CONT, 2#5 CONT. 0 o c� o • �- . .- . r-- . SEE PLAN SE� PLAN SEE PLAN SEE P�AN 2'-0" 2'-Q" 2'-p" 2'-p" 13 14 ADDED 12 16 08 ' '� �',,.�' ADDED 12 16 08 "� � 3 f 4" = 1'-0" S2. � 3 j4" = 1'-0" �2.'� 3/4" = 1'-0" �2.') 3/4" = 1'-0" S�.'� � � .... � � c� W � � w W z � ° N � Z (� � � a� � � �.; � � �� � C� � �m,� � � � � >", ,,�� �r. � '- W � � «3 � � �,,z�� �� � � � � � � Q .... � � � r.. 0 � W � � � � � i � � � � Q � Q � � � �-; C� � � � � � � � � H W W � � � � W �z`� � � � � � � � W � CJ � � W � � � H � � � �� � � r- � �oo (.�, � � � � � � � � � � � i: � � �, «• � • +� . . • � .. � . + • . . • . � .• • ' � � � i � .. .. s STRUCTURAL �IQTES & DETAIL� �5 � 8" HaRIZ. � CL WALL ►.:. � �, u :, � � . ���� � • � ,;, .. , , ► ; i :� i •. •. ; : •.� , �� . ., .,i - ., ueue��eu '. 3/a�p = �'-o° 2X6 � 16" 2X6 P.T. PL �5 � 8" HQRIZ. - 2" CLR. TO HOR1Z. REINF. �SEE PLAN - -�_=-_ P.T. 2X10 LEDGER � Wj �/�'� x s» Exp. �a�rs � z4• O.C. MAX. CRAWL SPACE � GRADE 3/4" = 1,_0• _o,� • ��� �5 � 12" VERT. #5 �► 8" H4RIZ. ; � CL WAIl #5 �t 12" �VERT. � � �-' � � CL WALC �^) � � fiii� � �{ i -������ � �.�� i � #5 pWLS. � 12", LAP =1 I (=11 2T-2• w/ ;v��TS. �� �{. 2#5 CQNT. a ; CRAWL SPAGE ° ? GRADE -��N — — - I I I I I 1=1 �f 1=f I 1=1 � 2�_�n .-1 I 1-1 I I.;:.I I I�I! 1= �/4� _ �'-o� �. �� #� � CRAWL SPAC GRADE � � �-� �( �5 DWLS. � 12", LAP -I I I-i ! $" 2'-2� W/ VERTS. �/a�„ _ ,'-oM 2�5 CqNT. � SEE PI.AN „f � �n G % , i EXT, FIN. GRAI�E ,.�s�E ��A� 2#5 CONT.°�'` #5 � 12" VERT. � c� wA��. . :. ; � - 2JT �yH u ��• . . , ;. : • ., �;, ; i• . • +� � • 4 #J Q�.�J. � � ��r �� 1�_�a qn 2,'L* 1�� MGfIiJ. �r°�» 12rr " 3�5 CONT. fi 3#5 CONi: CRAWL SPACE c� ° GRADE SEE PLAN �4 � i2" 6� FTG. ��, ��. MID-DEPTN (, �'-g" HOOK � i=� � �-� � �-� ( � � �� �-- =1 I 1-111-1 I 1=1 I 1- ��-�: 13 3 f 4� = 1'-4" 3 j4" = 1'-�' 2 • ��� ,�. � � 12", �AP v���rs, 3/4" = 1'-0" 3/4' = 1'-Q" 2�5 CONT. :I�1' I If � t'iT .,;,Ill,;,ill: #5 � 12" HORIZ. IN 8" WALL EXTEND �6 � 8° VERT, FR01� 12 WA�L BELQW UP INTO 8" WALL �6 � 8" VERT. ;ONT. 2" VERfi VALL VLS. � 12", LAP w/ vER�s. 2#5 CONT. 2'_�» �. - . �• � �.. . . � . .� . • _ . � �.���' �� � �= �sxsx�/s x 0'-9" EA, S(D� L6X4X3/8 X 1'-0"-�'' �u.v) e��EO oN BMt. #6 �► 8� VERT. - �6 DWLS. � 8", LAP #6 �► 8" HORIZ. - 2'-10" W/ VERTS. 2" CLR. TO HORIZ. REINF., TYF'. 0 �6 � 8" NQRIZ. N a. � J , >r „ #4 � 16" 3#5 CONT. �-a � 2 #4 �+ 16" CRAWE. SPACE � o ° GRADE ° SEE PLAN � =1 I I- 14 S2. 3f4" = 1,_0" L5X3 1/2 X 1 j4 (LLV) - Wf 2X4 PL CQNN. W/ POWDER DRIVEN NAILS � 16°, CONN. ANGLE TO WALI. W f 3 f 4"� X 6" EXP. BOLTS � 16" CRAWL SPACE GRADE ��������������� � _I I I_i I i_i ►1_ #5 � 12" VERT. - �► CL WALL #5 DWLS. � 12", LAP - 2'-2" W f VERTS. �„ �. � ' ' . �� ' : : ., #5 @� 8" HQRIZ. � c� wAu z� cor�T. f . � 2'-0" 3 j4" = 1'-0" 2X6 � 16"- s�-�" 2� caNT. #5 � 12" HQRIZ.- � CL WALL �. � : � � . . . � i • i � _ ���� 3/4" = 1'-0" SEE� 2#5 CONT. I I I-1( I-1 I I T� �l,;,Ill,;,lll,;,lll_ #5 � 12" NORIZ. IN 8" WAL.L 4" EXTEND �{6 � 8" VERT, $" FROM i2" WALL BELOW UP INTO 8" WALL ` SEE PLAN �o 1 4 4 z-�/4'� x s" EXP. BOLTS � 9" C jC HORIZ., T�TAL 4 EA. B�A. �fi �r 8" VERT, �6 DiMI.S. � 8xy lAP 2'-10� W/ VERTS. 0 � #6 � 8" HORlZ. 'cv � d J SEE PLAN �'-a� 15 'SEE P_�LAN _ � 1/2" P(.YWQOD P.T. 2X6 PL - �i � 12" VERT. � CL WALL - #5 DWLS. � 12", LAP 2'-2" W/ VERTS. „ $ ,. 2#5 CONT. ;� ! 2'-p,� � 2X6 � 16" 2X6 P.T. PL CONT. P.T. 2X4 Pl. Wf POWDER DRIVEN NAILS � 16" O.C. S� EE PLAN � ':��i CRAWL SPACE GRADE #5 �r 12" VERT. - �+ CL WALL #5 pWLS. � 12", �AP - 2'-2" W/ VERTS. H �. 8 3/4" = 1'-0" 2�� caNT. #5 �+ 8" HORIZ. � CL WALL #5 � 8" NORIZ. � CL WALL -- SEE PLAN �, ; *��� 111=111=1 � I I—I I l—I I I- `� ��E PLA� 2'-0" �#5 caNZ. � �,5 � 12" VERT. � CL WALL zxs � �s„ 2X6 P.T. PL #5 � 8" HORIZ. - 2" CLR. TO HQRIZ. REINF. �E PCAN �__ __ - ��► ���. PANEl. �- CRAWL SPACE � GRADE 1j2" PLYWOOD #5 �t 12" VER7. ��x� �/� x �/4 {u.v} w/ zxa� �� coNN, w/ POWDER DRIVEN NA1LS � 16", CONN. AhiGLE ro wAU. w/ �/�„� x 6" EXR, 801.TS � 16° I I 1=1 I 1=1 I 1=1 I I #� �w�..s. � � z�, �� =i i i—i i�-...i i�—i i �� 2'-z» w/ v���s. 2�5 GONT. . s�� pu�r��.. �ly�y 6 3f4" = 1'°'p° �2.� EXT. F1N. GRADE =i i i—c i i—'a i i—'iii: SEE P�N I—I I I-1 I I—I I I- � I 1=1 I I�I f1: III�I�Iti'�IIII• 2#5 CONT, #5 � 12" VERT. �► CL WAII �5 � 8" HORIZ. � #5 QWLS. � 12", LAP #5 DtMLS. � 12", LAP e� r� 1�_2„ 8" 2�-2" W% VER7S. �'r $� L�—L" W/ VERTS. .��.�� fi , 3#5 CQNT. x o � � SEE P�AN #4 � 12" � F1'G, SE PLAN MI[}-C?EP7H � Sl`D.90' � 2'-0" 3'-0" HOOK -�-. 11 12 3 j4'° = 1'-0" S�. 3/4" = 1'-0" ��. 1/2" PLYWQOD � SEE_ PLAN �' 2#5 CONT. =11T=111=T1T :1 I I—I I 1=1 I 1= .,;, f I I,;, l I I,;, I I I: `"'"��i � �Zn HUI\�Z. G/lU H� tV� ��. IN 8" WALL � 2X10 REDWOOD PL - D8L 2X6 PL RIPPED TO FDN. WAI.L NtIDTH EXTEND �6 � 8" VERT. SEE_ P�N�. FROM 12° WALL BELOW TQP 11ANGE JOIST UP INTO 8" WALL HANGER PER PIAN No�s ��x� �/z x �/4 (��v) SEE- P-�� G�- W/ 2X4 PL CONN. W/ PO4VGER DRIU�N NAI�S � 16", CONN. AhIGLE TO WALL Wj 3f4"� X 6" EXP. BOLTS � 16" CRAWL SPACE CRAWL SPACE GRADE GRADE �i�—iii"iii`iii= =iii—iii—iii—�ii iii—iii=iii��=i i=iii=�=ii� I►�_I►1_����1��_ _�I�����_._..��1-1�1 � �-� j �-� � �-� �(- �� 8" VERT. illll��lll Illl�ill III II �6 DYVLS. � 8", LAP 2'-10° Wf VERTS. 2" CLR. TQ HORIZ. REINF., TYP. _ 0 �6 � 8" HORIZ. N #6 � S° VERT. � � 1!!/ Vx H�R'Z. � 1 �" 1 "-2" #4 � 16" 3�5 CONT. o � SEE PLAN , 3'-p,� � 3 j4� = 1'-0" 2" CLR. #5 �t 12" VERT, � 12" UERT. #5 � 8" NORIZ. � CL WALL #� �►ILJ. tl' 1GMi �r .#'� ��IW. tl� 1.G,TM� Lll� 2-2 wJ v���s. �'-z» w/ ve��s, $„ g �fi �fl 2#5 CONT SE� 0 3/�p ' ����n � � � C`'"~ � C`'� � � � � � r—� � �,../ � - SEE PLAN,� � BCI BLKG. � F���� � � � � � � � e--� �� #5 � �" HORIZ. � � � CL WALL � C� � � � � �� ' `�'�-' � � � � I SEE_� � � ' 2�5 C4NT. I � • „ ' zi_o„ ��_o» ._ _ ' 17 3%4" = 1'-4" 0 V � .� � � 0 � � � � L1J Z � � Z � '� � � N � �... � � r�' � � t 1j ,o C� o�c7 w��r � � 4- � � � � � W � � «� , � � �,, z � ,�.. � � ci � � � � .... O � �" � U '� � c� � � W � � � � � 1 F-i-i � � � � � Q � � � �� C� � � � � � � � � M�{ W W � � � � Q W �' N � ,�,I �' � W � � � W � C? � �," W U �+ ,._; F-1 � � � � � � r�� � r � �oc> (.�.a � .—, '�d � H � � � � � � :i .: a" ;; .. � • :. . .d ,. � , � i . . • . � .. • • � � i i � a• �• STRUCTURAL DETAILS DBL 2X6 PL 2X6 P.T. PL SE� E pL.qN ---= ---- .r-= -- 1j2� PLYWOOD °--- ZX6 � 16" SEE PLAN FQR SEE P�AN � S�AB & REINF. SE PLAN � � _ �n —if i�=111=TT1= - I 1=1 I 1=i I 1=1 i 1=1 I I- L4X4X1 f 4 GONT. W f---' ( I I°) I IiI I I—) I�'=I-P��� ��g 3/4"� X 6" EXP. I I-1 I I-11 I—I I I--11 I- OVER �OOSE 80LTS �+ 16" O.C. �u' 1=1 I I�I z" cLR. III—III= I—I I I—I SE� �LAN I I I—I I1= ���� 1=1 I 1=1 . :;�.. ( � �_"� ( �- :., �:;t;.; .,�i, �_� � � _� ' ,;, .,. : `.,.:-,' ��=i. ��—� ( �=� �. �—� �( M �� 12" VERT. i���iii����iii���iii���ii��� #5 � 10" HORIZ. #5 DWl.S. � 12", LAP g�� gt, 2'-2" W/ VERTS. 0 2#5 CONT. SEE PLAN � � ,�`__���`� �.. /�''`� ! f 1 �/4„ _ �,_o� 1/2"� THRU BOLTS j�" �. �" � 12" STAGGERED � � 2X6 PL- 1 3f4" X 11 7f8" M.L� NEXT TO 4X10 NOTCH M.L BRG. ONTO DBL. PL �r4„ _ � �-�# SEE PLAN FOR CO�. BASE PL 1 �2X5XQ'-10" _ Wf 2-3f4 � X 8" �xP. �a��s � �� c%. SET PL ON 3 f 4" GRQIlT 4X10 �► 24", SEE PLAN 2X10 BLKG. DBL. 2X6 PL 2X8 � 16" i /2� PLYWOOQ / 1� 1 f4�' �CRAWI. SRACE GRAQE 1/4 SEE 14/52.1 FOR FL}N. WALL 19 3/�p = �'—o° S2.3 s/�" = 1'-0» � ,� ' • �.r�'.i►'►�'"'.I.i .r i . , i�:� .��..�. _ . +. . . �. . L4X3X1f4 {LLV} CONT. 3j16 2-i2 SEE PLAN � � SEE_�' . �. � i.. . . . � . ' � ./iI . � �. ' ' �Y:! � CONT. 2X4 P.T. Pl W/ POWDER DRIVEN NAILS �► 16' _E PLAN � =�""`'�ti�:::.s:«. � ,� : ,.� .JrFY � 3/�M = �'-o� z�s � t s�- DBL} 2X6 PL 2#5 CCINTG --� SEE P�AN FDN. WALL 3/4" = 1'-0" 2X6 � 1 DBL 2X6 ! BCI BLKG. DBL 2X6 PL 2X6 � 16" . i'-4,� 2X4 �+ 16" STUD WAil �- 2�5 G(N�IT. �/2' p�Yw000 - P.T. 2X6 PL : 1 j2" PLYWOOD SEE PLAN —CONT. iIA�BERSTRAND RIM • ��� �L� i � �: ' 1 ,' • ��i € i, ►��►Z� �� . . � ., : 2X4 � 16° DB�. 2X4 PL SEE PLAN��" DBL. 2X4 2X4 � 16" PL � 3/4" = 1'-(}" 52. � 3 j4" = 1'-0" 2X6 � 16" 1/2" PLYWOOD zx� � �s» DBL. 2X6 PL 1" P.T. 2X6 PL 2�5 CQNT. DBL. 2X4 PL S,� EE R�N �SEE PLAN BCI BlK6. BCI BLKG.— PANEL L5X3 1/2 X 1/4 (LLV) PANE� w/ 2x� �� caNr�. w/ 2� coNr. — POWDER DRIVEN NAIL.S ,=, � 16"! CONN. ANGLE ' '� T4 WALL W/ 3 j4"� X `� 6" EXP. BOLTS �► 16" S'EE PLAN FOR '=� I �= = SEE PLAN FOR FDN. WALL i I I-111-11 FDN. WALL �/4� = �'—a° 2X6 � 16"- QBL. 2X6 PL 2#5 CONT. --� SEE PLAN FOR FDN. WA�I. 3 j4" = 1'-0" ; ��. � 3/4" = 1'-0° • • BM. TQ WALL C�NN. � PER 15/52.2 ��J 3f4" = 1'-0" ��.� 3f4• - 1"_0" � L6X4X3�8 X 0,_4» LET-lN TO 5L4T IN BOT. OF CO�.. ' 3f4"� X 6" EXP. BQ�T ,�- 3 j8" FilLL WID7H INEB � CL ANGL� s�n�. ��. si�E � SEE PLAN ` ' � FOR BM. 4 i `- 3/4" C{}L CAR PL X BI�. WIDTH Wf 4-3 f 4"� A325 BOLTS � -1 1 j2" a SEE PLAN; FOR C0� � i I LU 1 >2.� � t6" .T. 2X4 PL SEE PLAN FOR FDN. WALL 3/4" = 1'-0" 12X12 WOOD CQL, SEE PLAN 3/4"0 THRU BOLT �� �- I .Te 2X12 PL SEE 20/52.3 FOR BAL. OF DTL. 3 j4° = 1'-0" 1/2" PLYWOOD - P.T. 2X6 PL SEE PLAN FOR CONC. TOPPING, REINF. & METAL DECK SEE�' � � SEE pLqN � �� �� � �sxsx�/a x _ 0'-9" EA. SIDE 2-3/4"� TNRU BOLTS /15l 2X6 � 16"- DB�. 2X6 PL 2�5 CONT. SE� E PLAN SEE PLAN FOR FDN. WALL �/4» = �'—a° -� � : � � � r � : , • • �� �� :• :• � : � - :• � � - - : . �������� ' �40�������■ : E�l�������������� �������0������� ���O���I������ �'� ��j����j�����fii , �, �i� �1 �ill(�� ■■..'lll��� �i���������� ���0������ ' ��������������� NOTE: AS1M A325 WIGH SIRENGTN BOLTS MU5T BE USED IN All CONNEC110NS. NONE • ��� . � . � . . � �: . • :� � • • ` � ��� �. �. � ��".i'� ��"'�:�ya"� �iu"w� /"'.�iw."t,',.�"'r"'�"�►"� `"'-r�.'� �"�Pw."� �`sT.."!r'�,�'�.�rw."� / _• _. u�� :i �� � — � � '1," • � � . , � � . . � ,1'; � ���►.:� ►� r'= � �: . • : � c� � • , �� . 3/4� = 1'-Q" i /2" PLYWOOD 1 f 2" PLYWOOD 2X6 � 16" 1" DBL. ZX6 PL P.T. 2X6 PL L5X3 1f2 X 1j4 (LLV} W% 2X4 P� CONN. w/ POWDER DRIVEN NAi�S � 16", CONN. ANGLE TO WALL W f 3 f 4"� X 6" EXP. BOLTS � 16" SEE PLAN � �J �%4" — t''o" 52.3 . ,:, � �: . • ►z, I �� • � � ►z• , :, , 2xs � � s� QBL. 2X6 PL SEE pLAN� ---�_�.�.�.� SEE PLAN � CONT. TIMBERSTRAND RII� � A ( DBL. 2x6 -'' _._,�_�_ PL 2X6 � 16� � � 3/4� = 1'�OM �2. 3 3 f 4" � 1�_0° '��' �.'� 2X6 �+ 16" ' 2X6 �r 16� DBL 2X6 DBL. 2X6 � PL PL SEE_ PLAN � CaNT. 11MBERSTRAND CONT, TIMBER�TRAND RIM RIM DBL. 2X6 pBL. 2X6 --� PL PL 2X6 � 16" 2X6 �► 16" 1j2» PLYWOOD �- P.T, 2X6 PL 3f16 2-12 ' — L4X3X1/4 (LLV) CONT. SEE PLAN FOR BM. - L4X4X1/4 CONT., CONN. TO FDN. WAIl W/ 3 f 4"� X 6° EXP. 80�TS � 24" O.C. MAX. 5EE PLAN FOR BM. ' -�BOLTS PER PER SCMED, • SCHEQ. • SHEAR P� PER SCHED. I I SEE PLAN fOR COL. ( I , 1f Zn 3 f 4" COL. CAP PL X BM. ��4 WlDTN W/ 4-3/4"� A325 BQLTS 1 4 SEE PLAN FOR BM. 3 f 8" FUtI WID?H WEB STIFF. EA. SIDE 2$ 3/a�" = t'—a" 52.3 2X6 t� 16". DBL 2X6 PL TOP FLANGE JOIST— NANGER PER Pt,AN NOTES , L4X4X1 /4 CONT., CONN. - TO FQN. WAI.0 W/ 3 j4"� X 6" EXP. BOLTS � 24" O.C. MAX. 3/4" � 1'-0" 2X6 � 16"— QeG 2xs P�.--� CONT. 11MBER5TRANQ RIM ' ' . � 2X10 REDW04D PL RIPPEQ TO FDN. WAIl WIDTH 1 4 SEE_� i?Z�� SEE PLAN � � ��� � � � SEE PI.AN � � 11�" SEE PLAN ' FQR BM. r- 3 f 8" Fl1Ll. YVIDTH WEB STIFF. EA. SIDE SEE P�AN FOR BM. `- 3 j4" COL. CAP PL X 8M, WIDTM W/ 2-3j4"� A325 BOLTS 1 1 /2" SEE PLAN FOR COl.. ' 17 1$ 52.3 �1�' _ �'—o� 52.3 SEE PLAN FOR CONC. TOPPING, REINF, & - META� DECK 1/2" PL.YWOOD SE� E p�qN SEE PLAN '� SEE PLAN '� . • 8M, TO WAIl C4NN. � PER 15/S�.2 ��� PLAN FOR DBL. 2X4 FDN. WALL PL 2X4 � 16" 23 24 �I4„ _ ��—oM S2.3 ' �1�� _ ��—ap 52.3 2X4 � 16" 3-P.T. 2X4 Pl. 5 3f4"� ' c/c, ' �aouT SE�� �/a��' _ �'_o° �: . • . :�, . �xs � �s� DBI., 2X6 PL SEE°"� � .• � � : t •� i • � • :, . � � � � � • � a a�r► � •!� .r �� . r � • V � � � � � W W o�o C9 � r�. � r, Z `� � � a� � � _ u; � � cU � �R � � � �yf M � 4- � � � � � � W � � � c.i� �� `� Z � � '�' J=o CL; � -� « .� o�� � � � r� 0 � � W � � � � � � F-�—� � � � � � � Q � �T� � � w � � � � � � � � � F--�{ � W � � W � Q � � � � � � � � � � w � o � w W � . w � � M—I � � � � r` � � oo �, � � � � H O � � � � � 5TRUCTURAL DETAILSI A 3%4" = 1,_Q" :_•r �� � . �i � �• :� { 1 _ �/�� = 1'—c�° , :� . #5 � 8" HORiZ. — 2" CLR. TQ HORIZ. RE1NF. P.T. �X10 LE�GER • W/ 3 f 4"� X 6" EXR. BQLTS � 24" 0.�. �lAX, , . t�� �•� 3 j4" = 1'_0" CONT. 2X4 P.T. PL Wf POV4DER QRfVEN NAILS � 16" :E PLAN �- ''y,".':a.,�..:.; t �,�:.;xF a.. � 3 SY. THICKENED � S�AB �1�„ = �'—o� SLOPING CONT. L4K4X1 f 4 W/ �6X4X3%8 X Q'-4" — 3/4"� X 6" EXP. BOLT5 � I�T—IN 1'0 SL�T IN 16° O.C. �IAX, BOT. QF �OL. CONG. STA(R ON GRADE, 5" MIN. THK., REINF. Wj 3�4"� X 6" EXP, BQLT #5 � 12" O.C. �fAX. EA. � CL ANGLE WAY z � � '� � �—� � �— 2" CLR. (_) � �—� � il I li i�I I(!, �aasE �� SEE FQN. PLAN FOR WAtl CL COL. %BASE PL 1/2 X 5 x �'—o" w1 �—�14'� X 12" A.B. � 9" C/C, SET PL QN 3j4" GROUT t � 2'-0" • 1�_4,� P,T. 2X6 PL J� CRAWL SRACE I GRADE �5 � 12" VERT. #5 DWLS. � 12", LAP �'—�' w/ v�R�s. 2�5 CONT. SEE PLAN� 2X4 � 16" STUD WALL �— 2#5 CONT. 3/4" = 1'—Q" �;12X12 WOOD COL, iSEE P�AN 3 f 4"� THRU ;BOLT �- �. A R� 1 /4" BENT "U" ; PL SADDLE P.T. 2X12 PL 2-3/4"� THRU �ai�s � M,G HIP � ; '"��� B�I. °° M.L RIDGE —t SEE FON. PLAN g�y� ��» gM. ' F'OR WACL A 1 /4 PLAN SECTION � 3%4" = 1'_0" 2X8 BLKG. 3» 1/4" BENT STL. PL SEE PLAN FOR — LADDER—FRAMED JOISTS � ��- �r- M.L. RIDGE BM. SECTION A—A CRAWL SPACE GRADE '. #5 � 8" HQRIZ. i l I 1=! I(=1 I 1=) . �� cu�. TO HORIZ.— #5 �► 8" HORIZ, ��i � f_I I�_) I �_ #5 � 12 VERT. REINF. C� CL WAIL ' #5 � 12" HORIZ. #5 � 12" HORIZ. ; CRAWL SPACE � #5 DWLS.�i 12', LAP 2'-2" -�y'�E �U1N GRADE i #5 � 12" VERT, Wj VER�S. BCI BLKG. _ � � ��� ��� ; PANEt —� � i_") � ��� ���j � CL WAIl i ('�' ��-' I I.e I' 1 � fi $„ ,� r_g» $it ; N �' � � �(���; DBL 2X4 Pl. � � (—� � �= ��w�.s. �� z", �ap I I 1�1 P.T. 2X4 � 16� 3 f 4" = 1'-0" �5 � 12" VERT. g� g� 2'-2" W/ VER7S. ��� �(- �,,5 DYVLS. � 12", LAP I! 1=_I P.T. 2x� 8�� �'—�� w/ v���s. a 4#5 GONT. PL i = *____,,.,� ° � 2� coNT. �E ��� ; SE PLAN CRAWL SPACE M 3 � � 1 ��, GRADE SEE PLAN 2'—Qn 3'-0" SQ. �I i ll I II i il I II I II I I� �I I 17 g 2,_a„ �/�" _ �'—o" 5�.4 3/�" = z'—o" 52.4 �� ' 9 .. �� . �5 � 8" HQRIZ. — 2" CLR. TO HORIZ. REINF. SE� ----_ — BCI BIKG, PANEL ., ., �•� 3 f 4" = 1'-0" P.T. �X6 PL ! /� CRAWL SPAGE 1; GRADE �r 12" VERT. L5X3 1 j2 X 1/4 �LLV} Wf; 2X4 PL CC►NN. W% POIIVpER DRIVEN NAILS � 1fi", CONN, ANGLE �'0!WA�t. W� 3%�"� X 6" �EXP. BOI.TS � 16" il I !� � � #� �rv�s. � �z�, �P � 2'—z* w/' u��rs, ; 2�:'i CQNT. . � � SEE PI�AN�, ; 2'-0» ' I -14 1 zxs � �s° DBL. 2X6 PL --.—_ _ _--�--�-- SEE PLAN� CONT. TIt�BERSTRAND RIM DBL. 2X6 PL 1 f 2" PLYWOOD 2X6 � 16" �� �1�" = �'—o" 52.4 2X6 � 16" 2" CLR. �"i � 6" HORIZ. — SLAB REINF. WHERE INDICATED BY PLAN NQTES SE�E PLAN :kiv +S,`�,'�.� r 3/4'� = 1'-0" P.T. 2X6 PL rGRAWL SPACE ! GRADE #5 � 12" VERT. #5 DWLS. � 12"; LAP 2'-2" W/ VERTS. g„ $„ �. i�� � i°� �( 2�5 CONT. o = 3EE PLAN —I I I—I I!—) 2'—p�, � 3/4° = 1'-0" SEE PLAN BCI BLKG� PANEL #5 � 8" HORIZ. � CL WA�� GRAWL SPACE — GRADE 3 f 4" = 1'-0'° SIMPSON HU1,81/5 JOIST HANGER �+ M.L, JOISTS, SIMPSON U26 � 2X6 JOISTS SIMPSON H3 EA. JOlST 2-2X6 P� 2X6 � 16" ��z~ P�YUVaa� 2/\V � llip" DBL 2X6 PL 2�5 CONT. —t #4 � 12" VERT. � c� wau. 00 ,�4 � 12" ' HORIZ., � � CL WALL a J � CRAWL SPACE GRADE ' =f1 I 1=1 I 1=1 I I� I"—�' �'—' I I *-- 3j4" = 1t-0" L5X3 1 f 2 X 1/4 (I.LV) W j 2X4 PL CONN. W j POWDER DRIVEN NAILS � 16", CONN. ANGl.E TO WALL W% 3 j4"� X 6" EXP. BOLTS � 16� /� CRAWL SPACE / GRADE I I—I I I—I I I—I I #� � 12° v�RT. —I I I—I I I—I I I � CL WA�L �5 DWLS. �► 12", LAP 2'-2" W f VERTS. $» $„ 2#5 CONT. io � SEE PLAN 2'-0„ � 2X6 +� 16" 2xs � 1s' oe�. �xs —� PL DBL, 2X6 PL 12" TYP. ...,,_. �._ SEE PLAN � SEE PLAN — _ FQR BM. �" — CpNT, TfMBERSTRAND � RIM a��. zxs PL �/z" P�YVUOO� � DBL 2X6 —� 2X6 � 16" 3/4"� 1HRU BQLTS PL � 12" STAGGERED 2X6 � 16" TYf'IGAL TNRU BOLIING FOR 4 i}R F�ORE �') MULIIPLE PLY M11CR0—LAM BEAMS ,2� 3/4" = 1'-0� 52.4 3/4" � 1'—Q" �2.� 3/4° = 1�_0" ' ' . . . i. : 3/4" = 1 `-0" �:I�;{e� - �r�.� _ ,,_�M 1/2" PLYNN�OD Y P.T. 2X6 PL � DWLS. � 12", LAP � x—sM w/ v�a-rs. 0 `— SOFFIT PER ARCH. SEE ARCH. FOR APPLIED RAFTER TAILS SAME AS OVER-HANG �./� ``-2X6 �► 16", NAIL TO ./� MI.L JOISTS W/ 16d � 6" STAGGERED SIMPSON H3 EA. JOIST siR�—Mau� sRC. 2-2X6 PL 2X6 � 16" i/2" PLYW()OD #5 � 8" HORIZ. 2" CLR. TO HORIZ REINF. P.T. 2X10 LEDGER w/ 3/�„� x s' EXF. BOL7S � 24° O.C. MAX. CRAWL SPACE GRAC�E r . .:�, . i"°I I 1—1 #5 �► $" Ht?RIZ. — ���""_���' I—I1I--I z„ c�. �ro r�oR�z. �� � � �—� I� REINF. (—) � ��) (��°���- �=I � �=I �SEE PLAN BCI BI.KG.--- PANEL #5 � 12" VERT. DSL. 2X4 PL —�''� ' P.T. 2X4 �t 16" �5 DWLS. �+ 12", LAP gy� 2'-2" W/ VERT�. P.T, 2X4 �� 2�5 CONT. C�AWL SPAC� � � GRADE ' SEE PLAN,� i i-i � i-i � i-i i �-i � -� i i—i i i--� i i—� i z°—o» ( 11 1 3/4� = 1'_0" -�S�E pLAN �—� � — -- __ ._ _._ i1MBERSTRAND RIM 2X4 �+ 16" �—DBL. 2X4 P� SEE P� �— oe�.. zx4 P� --- 2X4 � 16" �-- DBL 2X4 PL SEE PLAN� TOP FIANGE JQIST HANGER PER PLAN NOTES 2��2. � 3 f 4" = 1'-0" SEE PtAN �, �-- DBL 2X4 RL 2X4 � 16" 18 3/4" = 1'-0" �Z. � 2�5 CONT. � DRltl & EPDXY—�,� GR�UT SLAB REINF. 6" INTO FDN, WAIL �5 � 12" NORIZ: � Cl. WALL EXT. FIN. GRADE � 3/4'� = 1 �-0" �• �� : � � ,. ��•� •� • !r .; �.���.� ��11' —v ��� � �; � _ " ,��,. �� � �==m-�T�=rrr_ � � ,�� ��� �� -i E i_i i �-� � i.�� � �� ,���. � �=i � i�� i��� � �_ . z '� �5 DWL.5. � 12", �A� °' g�� g» 2'-2" Wf VERTS. d- O � GJ'On l 1 '_ 3 j4» � ��_�� AQaE� a/��/a� � P.T. 2X6 PL /�' CRAWL SPACE / GRADE �"i �+ 12" VERT. #5 DWL�. � 12", LAP g» 2'--2" W/ VERTS. 2�5 CONT. � SEE PLAN �„ �x��rr 12 � � � � • � � � � pi � .. � � i i . � .. • � .• � � • . .. 4� � � � .. • . • • ! .• � � � • . 1 V � � � � W � � � � � � � � � C� � � � � � � � � }� W W a W �' � W � z �' � N � � � � � W � O � w � � � �; � F--� � � � � �.` � � oa fz, � � � � H a � � � � � ::►�+ .. r • • . . � � . .• � , • . . . � . � .. i • , • � � � • I •� u � �, . . . „ . i i 2X6 � 16" DBL. 2X6 PL- �: . . r . �� . �/4� = �'-o� . :, � �:__.••_ �/4„ = i'-o° SHOT-CREIE SOIL NAIIED WA(l BY SOII. NAI�. WALL 1/2" PLYWOOD SEE P� —CONT. T11�BERSTRAND RIM 1 f 2" P�YWOOD 2X4 � 16" 3/4" = 1'-0" 8X8 11MBER COL. 2-3 f 4"� X 12" �AG �BOLTS STA�GERED 3" : �• . • ��� ' � . . I�/1./'/ _ � . s .. ��11 � 1� � � � I . i � � • � � � � .. F.P. � � 2-1f2"d BOLTS � C/G � CL 2X6 PL SEE PLAN STUD PAG' �/�° = � �—oA 1j2" PLYW 3-1 3 j4" X 11 7 M.L., SEE P�AN �-DBL. 2X4 PL SEE PLAN� �- DBL 2X4 PL --- 2X4 � 16" r- DBL. 2X4 Pl. SEE PLAN�, DBL. 2X4 PL. 3/4" = 1'-0" � � J4 BRG. PL 1 f 2X5 1 j2 X 1'--0" �`'`- DBL. 2X6 PL -2X6 9� 16" DBL. 2X6 P� P.T. 2X6 PL 2�5 CQNT. � •_� 1� �: . . . �� � PL TO MATCN Bt�. FLANGE WIpTH & TNICKNESS 3/�� _ �'-op 3/4'° = i'-0" , ,:, , �: . • 2X6 � 1 �r . , . �' � /z° P�Ywaoa SIMPSON IUT3511.88 FACE f�QUNT JOfS? NANGER SEE PLAN - FOFt BM. 3/4" = 1 `-0" . . �. . _ SE� p�aN.�. SIMPSON IUT3514 FACE MOUNT JOIST HANGER SEE PLAN FOR STI.. BM. a cGt 1/4� BENT "U" PL BUCKET Wf 2-3/4"� TNRU B�LTS, SKEW & �� �Zn 2�" SLOPE BUCKET AS 1 REQ D. SEE PLAN FOR CQL. 4-1 3f4" X 11 7f8" M.L., SEE PLAN SEE 30 jS2.3 F'OR BAL. QF DTt, 3 j4" = 1'-0" � >y 4_��}L. � SEE PLAN ( FOR BM. • � 1 f 4" BENT '°U" PL EA. SIDE W/ 3/4'� THRU BOLT �`�- NOTCH 4-11 7/8" M.�. BM. TO @EAR t)h! TpP OF 2X6 PL 1 1/4" BENT "U" PL W/ 2-3/4"� 1NRU BpLTS • �r J � � �• . .. � � � i i• I� ' �" , . . . � 3/4" - 1�.��p C� �0 11 12 �14� _ �'-o„ 52.5 �/4M = �'-a� 5,2.5 3/�' = ��-o� 52.5 1/2° PLYWOOD 2X6 �D16' DBL. 2X6 PL �E-- E P��-��- P.T. 2X6 PL 2#5 CONT. 2#5 CONT. i,� � i s�E P���v �. s�.��N sE� ��,"�- Q I 11=1 I 1=1 I 1=1 ' ' SEE Pt.AN SEE PLAN ' ' � ' � #� �' �" HORIZ. I=I i i',�I I�—I I I� —{�- -�j— a �► Cl. WALL CONT. 2X10 LEDGER NAILED TO EA. STUD 2j 5-16d 3/4' = 1'-0� . �• : ' i' 1 i � #5 � 12" VERT, �► CL WALL ° #5 DWLS. � 12", LAP � $� �H ..Lf'L' w/ v�R�s� . ° SE PLAN 2°-a» ADDED 6f19f08 1 $ 3/4'° = 1'°0� ''�",.�' �. rJ 2�5 CONT. -� SEE PLAN �, P.T. 2X6 PL . , � ► .� ' ' SEE PLAN -�' FQR BF�, 2-3/4'"� X 6" EXP. BOLTS � 3" C jC 3j�" __ _1,_�� EXL FIN.- GRADE SEE PLAN ��.�� 2�5 CONT. �5 � 12" HORIZ. � Y I -SEE PLAN FoR BM. BRG. POCKET �a, BEAR BM. ON �RYPACK c�ou�r � s�� ��,t� �a� FpN. WALL �� � A`Y t�LN YL..1\ [s � c� wau. #5 DYVI.S. �t 12', LAP g^ g" 2�-2" Wf VERTS. ,.- 2#5 CONT. ° i 1�.��` SEE PLAN �,_a� A�Q�o s/�s/oa 1 � 3%4" = 1'°0" ^��. � � � � � i � � .. • .. .■. �i � � � i . • . • f •� i + �' i s• u .♦ . • ' .. • r • . � .. s � • • . C'`� � � � t t-+�-i � � � � � � � � � � � C� � � � � � � � � F�--i � W � W � � � �-�-i � � � � � � � � w a o � w � � w�;� H � � � � �- � �� �� w � � � � � � � � � � ��.r/ � •• •• � •i �� ��'�, I• • • � �...,. i 1 � S I. I � ' ,� ' .. � , ; I � . � , . � i • � .. • • . , • a ' i i �!. 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EI.ECTRICIAN TC} ME�fi WITH 4WNERS ON SITE TC7 VERIFY ALL UGNT FIXTURE SELEGTIC3NS, LUCATIONS, AND MflUNTiNG HElGHTS. 2. SC7UND SYSTEM SPEAKER IQCATIONS, INTERCflM, AND ALARM SYSTEM LOGATIONS TQ BE DEfERMIt�ED �Y C3WNERS WITH SYSTEM CC7NSULTANT SUBCC7NTRA�TC31�S. 3. SM4KE DEfECl'f�?RS SHOUl.D BE PRQVIDED IN EACM SI.EEPING RUC}M, IN THE ClJRRIDUR LEADING TU THE SLEEPING ROC}MS, AND ON EVERY I.EYEL (JF THE HOME. SMOKE dETECTORS SHC7Ul.D RECEIVE THEIR PRIMARY Pt7WER FRt7M THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DET`ECTt�R SHOULD S{7UND AN ALARM AUDIBLE IN AI,L SLEEPING RC7(aMS. SECTION 310.9.1, UBC. 4. HA8ITABLE RC70MS SHdULD BE PRC7VIDED WI7N RECEPTACLE OUTLETS t�N WAI.IS GREATER 7NAN TWd FEET !N LEh1GTH, NC3 MORE THAN 6 FEET FRt7M EACH DOC7RWAY �R QPENING AND LC7CATED SUCH TNAT IJ(J SPACE ALiJNG ANY WALL C}R FIXED CQUNTER IS MORE 7MAN b FEET, MEASURED HQRIZC}NTALLY, FR<JM AN OUTLET. HALIWAYS MQRE THAN 10 FEET IN LENG7H SHOULD BE PRUVIDED WITH AT LEAST t3NE RECEPTACLE fJUTLET. THERE SHC7ULD BE A RECEP7ACLE C�UTi.ET PROVIDED ADJACENT TC7 EACH BASIN IN BATHRCI4MS. NEC ARTIGLE 210-52. 5. THE COUNTERS IN THE KITCHEN AND Dlh!{NG AREA SNCyU�D BE PR4VIDED WITH CONVENIENCE t7UTLETS SC? THAT NO P41NT ALQhlG TNE WAtL LINE 15 MQRE THAN 24 INCHES FROM A RECEPTACLE OUTI.ET AS REQUiRED BY NEC ARTICLE 21 Q-52. ISLAND AND PENINSU!_A COUNTER 7QPS SHC}ULb BE PRdVlDED W(TH GC7NVENIENCE C}ULETS PER NEG ARTICLE 210-52, 6. RECEP7ACLES WITHlN 6 FEET OF WET' BAR SINKS, AT COUNTER T(�P W THE KITCHEN, fN BATHRC70MS, IN THE GARAGE, AND C}U7SIDE SN{,7UI.D HAVE GROUND FAULT CIRCUIT INTERRUPTiON PRC77EGTIC7N FOR PERSC}NNEI, PER NEC ARTICLES 210-8, b80-41 AND 680-7Q. GFCI PRQTEGTION IS AlSC7 REQUIRED F(?R THE ELECTRIGAL EQUIPMENT IN HYbRO�iASSAGE C)R WHIRLPC7t�l-TYPE TUB�. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN E�ECTRICAL GRC7UNt7, IT SHC?UI.D BE INSPECiED BY THE ELECTRICAL INSPECTOR PRIC7R TC7 PLACII�G GC7NCRETE. � 8. AN E�.ECTRICAI LIGHTING C3UTLET SHOULD BE PRC7YIDED IN ALL ;= IG� �� ������� SPACES REQUIRING ACCESS FC?R SERVICING tJF EQUIPMENT. :=� $ R���20L c� SWITGH SHOULQ BE IOCATEC} BY THE POINT C}F ACCESS AND�7�DU{� GFC - PRC}TECTED ELECTRIGAL SE(�YICE RECEPTACLE SHOULD BE Pi� � THE EGtU1PMENT. AR7ICLES 210-b3 AND 210-�OG, NEG AND S�C C> 319 � . AND 320.1.5, UMC, �� ��� � ��a , �' �O / / / / / � / ��� �,#" � � � � i � • � . p♦ � ii r � � � � R� ��f�°�� �. Ti;Ei`ii!j�u��E3, .F ��� �f7a;i�1S(G ; fX1f��il±�ii�t � f, tlf:f�J.''��'�s � . .• � • .* , 1 • f • • � � i • . • ,. .. ,� � • . � � � � •� � � � � � • � � � ♦� � 1 � ' � � � s ,� / r • � � � � }� � � � � �� A � � � � C? � h�i � � � � � � � F--i � � � � W � o � � � � � W W � W � fl � � W � w � ,j� M-�� � � � � r.. r-.� � oo w ti0 ,-� � � H � � � � � � � � wi �'�` .• I i ` � • • .t� .• � r • � • � • • .a # � r � N i i � .a .. � . . . ,,_ ............ . (, ; ,. .._ ....... ....... ...... ....... ....... ....... .... �► x � r-�� r-�� � r i r� i r i r i r�-r n � r-w► t� � rz t� t� � � ELECTRICAL LEGE� D: � RECESS CAN DC?WNLIGNT � } RECESS WALLWASHER L3 LITHONIAN L3 WATER PROOF wP SHt?WER LIGHT � CHANDELIER � SURFACE MQUNT (QR NANGING) � WALI MOUNT � WALLMOUNTSCONCE (AFF YERIFY IN FIELD, UNLESS NQTED U7HERWlSEj CI MONQ POINT ACCENT LIGHTS �O SURFACE BULB �f' FLUORESCENT TUBE t7R UNDER CABINET �� �� 2 TUBE FLUORESCEh�T WITH DIFFUSER �� {� 4 TUBE FLUORESCENT WITH qIFFUSER � O HALQGEN LOW VOLTAGE, (STRIP @ KITCHEN, PUCS 4 BOOKSHE�VES) F � FAhlILIGHT COMBO JB JUNCTION BQX ca CLOCK BdX �' � ° � STRIP UGHTING � VENTIFAN ,� SWITCH �� THREE WAY SWITCH �d SWITCH WITH [71MMER THREE WAY SWITCH � WJ DIMMER � TYPICAIOUTLET � GR(�UND FAULT INTERGEPT � WEATHER-PR�C7F OUTLET GFI � SWITCHED C?UTLET � 220 VOLT OUTLET GARAGE DOCSR RECEPTACI.E FL(.?t�R QUTLET QATA C7UTLEf TELEPNONE 4UTLE7 TELEPHC7NE FLC7QR C7UTLET r.v.�-- }��LEVISIQN CJUTLET �,�f��/� GEILING SPEAKER S'�C SFC":IIRITY PAD SMC3KE DETECTOR i, � / r �l., , � i i � / _ _...� ELECT�ICAL NC�TE�: 1. ELECTRICIAN TQ MEEI' WITH C3WNERS tJN SITE TC? VERIFY A(.l LIGH7 FIXTURE SEIECTIONS, LQCATIONS, AND MQUNTING HEIGHTS. 2. SOUND SYSTEM SPEAKER �OCATIC?NS, IN7ERGC7M, RND ALARM SYSTEM LOCA71C7NS TC7 BE DETERMINED BY C)WNERS WITH SYSTEM CONSULTANT SUBCQN7RACTC7RS. 3. SMOKE DETEC70RS SHQULD BE PROVIDED IN EACH SLEEPING RC)QM, IN 7HE Ci.?RRID4R IEADING 70 THE SI.EEPING RO�MS, AND QN EVERY LEYEI OF 7HE HOME. SM4KE DETEGTORS SHQUIC? RECEIVE THEIR PRIMARY PC?WER FRC7M THE BUILDING WIRING AND BE GQNhlECTED SUCH THAT ACTIVATION OF ANY DETECTOR SHCJULD SOUND AM ALARM AUDIBLE fN AL(. SLEEPING RQQMS. SECTIC7N 310.9.1, UBC. 4. HABITABLE ROOMS SHOULD BE PRC?VIDED WITH RECEPTACLE (?UTLEiS ON WALLS GREATER THAN TWQ FEE7 IN LENGTH, NCJ M�3RE THAN b FEET FROM EACH DOC3RWAY tJR OPENING AND LQCATED SUCH THAT NfJ SPACE AI.ONG ANY WALL OR FIXED COUNTER IS M�RE THf�N 6 FEET, MEASURED HQRIZC�NTALLY, FROM AN C7UTLET. HALLWAYS MORE 7HAN 10 FEET IN L�NGTH SHQU�D BE PRUVII�Eb WITH A7 LEAST �hlE RECEFTA�LE OUTLEI'. TNERE SHOULD B� A RECEPTACLE 4UTLEi' PROVIDED ADJA�ENT TO EACH BASIN IN BATHROC3MS. NEC ARTICIE 21 Q-52. 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHC7UI.D BE PRdVIDED WI7H CC7NVENIENCE OUTLETS SQ 7HAT NC? PC31NT A�QNG 7HE WALL UNE IS MQRE TNAN 24 WCHES FRt7M A RECEPTAC�E 4U1LE7 AS REQUIRED BY NEC AR?ICLE 210-52. ISLAND AND PENINSULA CflUNTER TOPS SHOULD BE PROVIDED WITH - CQNYENIENCE OULETS PER NEC ARTICIE 210-52. 6. RECEPTACLES WITHIN 6 FEki` C?F WET BAR SINKS, AT COUNTER TO(� IN THE KITCHEN, IN BATHRC7�MS, IN THE GARAGE, AND OUTSIDE SHC3ULL? HAVE GROUND FAULT CIRCUIT INTERRUPTICJN PROTECTIC7N FOR PERSi7NNE1. PER MEG ARTICLES 210-$, 680-41 AND b80-70. GFCI PROTECTI4N IS ALSO REQU1REl7 FOR THE ELECTRICAL EQUIPMENT IM MYDROMASSAGE C?R WHIRLP(3tJ1.-TYPE TUBS. 7. IF BUILQING REINFORCING STEEL IS 70 BE USED AS AN EI.ECTRICAL �RC7UND, IT SMC7ULD BE INSPECTED BY THE ELECTI�ICAL WSPECT4R PRI(3R TU PLACING C4NCRETE. $. AN ELECTRICAL LIGHTING �UTLET SNdULp BE Pf�t�VIDED IN Al� ATfICS AN(7 CRAWI SPACES REQUIRING ACCESS FOR SERVIGING C3F EQUIPMENT. TME GUNTROI. SWITGM SHdULD BE LOCATED BY THE PC}INT QF ACCESS AND A DUPI.EX GFGI- PR07EC7ED ELECTRICAL SERVICE RECEP7ACLE SHOULD BE PROYIDEt3 RT OR NEAR THE EQUIPMENT. 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I ' ' : � I � � SEE � � � � � � � ��oa I �j � I � 1' � I I \ � I �� � I I �� � I-'' O �I � ( x ... t..,,.::� CV �� D e c k �-� -----` �� _------�--,_.-:..�—�=---__ ��;---._....._,__.__._._�_._.._.__��._�.�.���;.�..< ��,.--_.._..�_`_��.^._...-----..._,�.�.._�� :.�--�,� I I � I ( � � 3 I l ( ( ----� ELECTRICAL LEGE�D: � RECESS CAN DC7WNLIGHT (� VENTJFAN �1/ � � RECESS WALLWASHER � SWITCH L3 LITHQNIAN L3 WATER PROOF THREE WAY 5WITCH wp SHOWER UGHT �3 � CHANDELIER � SWITCH WITH dIMMER d � SURFACE MC?UNT {OR HANGING} � THREE WAY SWI7CH d W/ DIMMER � WAL� Mt3UNT � TYPICAL OUTLET � WAI.L MOUNT SCONCE �� GROUND FAULT INTERCEP7 (A�=F YERIFY IN FIEI.D, �;� URlLESS NC}TED OTHE(2WlSE) � WEATHER-PRC74F OU7LEf ❑ M4Nd POINT ACCENT L(GHTS �Fi �O SURFACE BULB � SWITCHED OUTLET �_� FLU4RESCENT TUBE OR UNDER GABWET � 220 VOLT OUTLET �� 2 TUBE FLUC7RESCENT WITH QlFFUSER � GARAGE DOOR RECEPTACLE � FLOOR OUTLET � � 4 TUBE FLUORESGENT WITH DIFFUSER �� � DA1A C?UTI.ET O HALOGEN N 7ELEPHC7NE OUTLET � LOW VIJLTAGE, (STRIP Q KITCHEN, (�r TELEPHQNE FLOOR OUTLET PUCS @ BOOKSHELVES) rx.f�— TELEVISION OUTLET CEILING FAN � CEIUNG SPEAKER SEC SEGURITY PAd F � FAN/LIGHT COMBO �a JUNCTION BOX $o SMC7KE DETECTOR CB CLOCK BOX �o STRIP LIGHTWG ELE�TRICAL NCJTES. 1. ELE�TRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL IIGNT FIXTURE SELECTIQNS, LOCATIC}NS, AND MQUNTING HEIGHTS. �. SC7UND SYSTEM SPEAKER LdCATi(JNS, INTERCOM, AND ALARM SYSTEM LL'��ATIONS TQ BE DETERMINED BY OWNERS WITH SYSTENi CONSULTANT SUBCCINTRACTC7RS. 3s SMdKE DET'EGTflRS SNOULD BE PROVIDED 1N EACH SGEEPING ROOM, II� TME CQRRIDOR LEADING 70 THE Sl.EEPING R04MS, AND t�N EVERY I.EVEL QF THE HOME. SMOKE DETECTdRS SH(JULD RECElVE THEIR PRIMARY PC�WER FRC7M TNE BUILDING WIR(NG A�lD BE C(JNI�ECTED SUCH 7HAT AGTIVATIC?N t7F AhlY DE7ECTC�R SHOULD SC3UND AN AIARM AUDIBLE IN ALL SLEEPING RUC7MS. SECTION 310.9,1, UBC. 4, HABITABLE RCJOMS SHrJULD BE PRC?VldED WI7H RECEP7AGLE QUTLETS ON WALLS GREATER 7HAN TWO FEET ItJ LENGTN, Nt7 MURE THAN 6 FEET FROM EACH D(3C?RWAY OR OPENING AND Lt7CA7ED SUCH THAT NO SPACE ALONG ANY WAtL OR FIXED COUNTER IS MORE THAN b FEET, MEASURED HORIZONTALLY, FRtaM AN QUTLET. HALIWAYS MaRE THAN 1 d FEET IN LENGTH SHOULD BE PR(7VIDED WI7H AT LEAST C}NE RECEPTACLE C7UTLET. THERE SHC}UlD BE A RECEPTACLE OUTLET PROVIDED ADJACENT TC7 EACH BASIN iN BATHRC}OMS. NE� ARTI�I.E 210-52. 5, THE CC7UNTERS IN THE KITCHEN AND DINING AREA SHQULD BE PROVIDED WIiH CONVENIENGE OUTLEfS SC.� THAT hIC3 PQIN7 A1�4NG THE WALL UNE iS MORE THAN 24 INCHES FR{JM A RECEPTACLE C>UTLE7 AS REQUIRED BY NEC ARTICLE 210-52. ISIAND ANQ PENItJSUTA Ct}UNTER TOPS SHOUID BE PRt3VIDED WITH CONVENIENCE QULETS PER NEC ARTICIE 210-52. 6. RECEPTACLES WITHIN 6 FEET OF WEi BAR SINKS, AT CC)UNTER T{7P IN TME KITCHEN, IN BATHROC3MS, IN THE GARAGE, AND OUTSIDE SH{7ULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PRt7TE�TIC?N FOR PERSC?NNEL PER NEC ARTICLES 210-8, b$0-41 AND b8Q-70. GFCI PRO7ECTIC�N IS ALSC7 REGiUIRED FQR THE ELECTRICAL EQUIPMENT Ih! HYDRClMASSAGE �7R WHCRLPOOL-TYPE TUBS. 7. IF BUILDiNG REINFORCING STEEL IS Tt7 BE USED AS Ahl ELECTRICAI GRQUND, IT SH(7ULD BE INSPEGTED BY THE ELECTRICAL INSPECTC3R PRf(7R TU PLACING �CaNCRETE. 8. AN ELEGTRICAL LIGHTING lJU11.E7 SH�ULD BE PROVIDEQ IN ALL ATTICS ANq CRAWL SPACES REQUIRING ACCESS FUR SERVICING OF EG2UIf�MENT. THE CONTROL �' SWITCN SHC?ULD 8E L4CATED BY TME PC71�1T QF ACCESS AhiD A DUPLEX GFCI-� �, �� �� ���� PROTECTED ELECTRICAL SERVIGE RECEPTACLE SHC7ULD gE PROVIDEa AT URry;�]�A� �' *�� THE EQUIPMEN7. ARl'ICLES 210-b3 AND 210-70C, NEC AND SECTIC?hJ 3}4.6�� ��,� A�� AND 320.1.5, UMC. ��'""'"� ,� _ a, ,r"^^�,�� .�� � � � . .w. � • � � � � •♦ � •i �r �f 1 � � � �CU'�� `�'. T�€I`t3�puG��r, A1�� 'vls:3"I��:ai�;:;GJfw�"ilG�f�i�l�<1,i�fJ?`�? '�r! � . .. . •.. � � • • i � � • ' � .. • • .. �, ! � . � � • • .. . ,� . . � • • , � .. r , • • .� • . • � , . . 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