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HomeMy WebLinkAboutB08-0147 Plans (Expired Permit)� � � � � � ! r i � � �° � � +� � : � : � � �r � '�► - � i � �� ! i► i� �•� " i• '"' � �" � � i � � � � � i � �► � i � � � � � � � � r . . : �► - � � r � � � � , i � � • i ""' � i � � � • i .� .� �! " �• � � � • ♦ � r � � �. � � ! � � � � � � ,n, � � i � � � � * � � � � � • • � � � � � � � � � � � � � � . '. s � •- '•��r ! �►` ! i��! - i " j ii s � • � �! � � � � . ' ! � � � � Jc�hr� Fee 1��� Liar�'s Ridge L.00p, S�ite iC� Vc�ll, C�� 81 b57 t�l - �97Q� 47b-86►44 f c�x -�9 i�} 47�b-861 b �► �► � � � i�Y�t1 i�Y�l2 �� �,.Y�14 ��� 5� ��T 11�1I��X Topograph i�. t�ap - �urvey � � / � ♦ , � � � r w. .► ° r � r � '� � .. .. w' , .. !� I t I� � � � I I � � �I � I , � � � ♦ � r "- .. . , r- . . .. • � . . _ ' : . • � .. _ � .. . . . � .. � � � r � '"� � � ` ! � � e � r ,�2.0 ,��.1 ,�2.2 ,�2.3 ,�2.� ��» � ,�3.2 ,�3.2 ��.� ��.1 �1 a2 5� �4 �J� �� �'7 �8 5q,uar~e �ootage ,�naly�i5 �.ou�er L.eVel �loor Plan Main Level �loar Plan Upper L:ev�l �laor Plan Roof Plan �outh �levation �e5t �levation t�orth �IevatiQn �a�t �levation fi�eflected Ge i I ing Plan� 5pecification� �c�undation Plan t��in �loor �raming Plan Upper �loor I L.ou� R.00f Framing P1an �oof �ramir�g i�lan L?�ta I ( � I��tc� I � a i�e�ai I� R � � � � �� . �1 1��. ♦ P C� B C7X 288 �95 Willowsfi�ne Plac� �yspum, ��} 81 b3� � - �7C-39�-4931 f - 970-5�4� � �57 michael�m�p�designshcap.corn ��r i ♦ � ' I � .. � ♦i: . ��,��--� �� ������ � o ���� �. � � ����� �-°_����� � O c,�n��+N � �Q��� � � � � � � � � � N . .�. t� �n� U W � � � � � � � � � ! i '• . • " , ,., � s , r� . , �► • . i� �• ♦ � • , .. . �, .. ! � . � � � � •• � . � � �; ��.µ �:����� ��� � # �. * �: , � �� � � �� f' �� � 155U�' T�RB 5ubmiasion DRB 5ubmisaian i�RB 5ubm. reviU DRF3 5ubm. revi� Buidling F'ermit Dat e 11128/Oi 03/20/OS a4�aaioa O�F/1la/OS nc,i�Qins� � , ..� "� �ob flumber: �� i�rawn by: --_..._ Ghecked by; 1�rau�ing Titie: 5heei Number: � �� � � � � � �-� ��� � � ���� � �ENERAI. NOTES 1. DATE OF TOPQGRAPHY: Jl1LY 17, 2047. 2. PROJECT BENCHMARK: ERW8cSD SEWER MANHO�E �1240 iNVERT E�EVATIQN =- 7805.79' L4CATED IN BEL�F�OWER ORIVE NEAR THE NORTH LOT CORNER OF I.OT t, 3. BASlS QF BEARINGS; FOUND MQNUMENT, �?5 REBAR WITN ALUMINUM CAP LS 5933, AT THE NQRTHEAST CORNER OF l.qT 9 AND FOUND #5 REBAR WITN ALUMINUM CAF LS 1LLEGIB�E AT .THE NORTH ANG�E POINT QF L4T 1, BEARWG BElNG N$7`40�Q6"W -337.72' 4. LQT 4 IS SUBJECT TQ A DRAINAGE EASEMENT AS SHpWN ON THE RE�OF�DED PLAT QF VAIL INTERMOUNTAIN DEVE�OPMENT SUBDIYISION, BL.dCK 8, AS RECORQEt� AT REGEPTIQN Nt?, 11722$. {Ih1SUFFICIENT DIMENSIQNS TO SHOW HEf2E0N} 5. NUMEROUS 0.1'-Q,4' GONIFERQUS ANQ DEGIDUQUS TRE�S EXi�1' WITHIN �QT 4 NQT SHOWN QN pRAWING. 6. PEAK LAND SURVEYING, INC. t}{D NOT PERFORM A TIT�E SEARCN OF THE SUBJECT PROPERTY TO ESTAB�ISN OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTlI�IZED IN THIS TOPOGRAPHIC MAP WERE PRQVIDEQ BY �ANQ TITLE GUARANTEE COMPANY, ORDER No. V50019874, DATED JULY 3, 2Q47, AT 5:00 P, M.. 7. NOTICE: AGC4RDiNG TO CQ�ORApO I.AW Y4U MUS7 GOMMENCE ANY LEGAL AGTION BASED UPQN ANY E}EFEGT !N THlS SURVEY. WITHIN THREE YEARS AFTER YOU FIRST DISCC}VER SUGH DEFE�T. IN N4 EVENT, MAY ANY ACTION BASED UPbN ANY DEFECT iN TNIS SURVEY �E CdMMENCED MC3RE TNAN TEN YEARS FROM TME DATE QF CERTIFICATIQN SH4WN HEREQN. `� � INDIGATES A DECIDUOUS TREE WITH A TRUNK DIAMETER OF �" OR GREA7ER, �- 1NOICAT6S AN EVERGREEN TREE WITH A TRUNK DlAMETER QF 3" QR GREATER, ---- �`� . ��� ...,.....•.... � ,a.��`�r"__-.-_-�-- ,.,_...---- �� �� �-------"'__--- � SEWER MANHOLE 1120 _� MEAS. RIM EI.V. 7857.5 ..�.... � , �.-� t �h � BOU�DER WALL "'� � , .,� ��,,�, . � � � � . � L I� ` 2 ��,�, -- .� `` �. c� . � � � . � � o �'-�-_a'� , �QT 5 EQCE oF � � GRAVE� ���r�� 4 �� / � � ,, . �� , ..-. f , �,/ j .-� �„ � , � � �: . ,. . . .,, ,- PEAK �AND CONSULTANTS, INC: PEAK LAND SUR\/EYlNG, INC. $70-47$-$644 FAX 97Q-4i6-8$i6 7000 UON'S RIDGE IQOP VAIL, Gp 87657 � �d� � ' �,.� . ��� SURVEYQR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIQNAI. �AND SURVEYOR REG{STEREp UNDER THE LAWS OF THE 5TATE OF COLORADO, DO HEREBY CERTIFY THAT TNIS TOPOGRAPHIC MAP WAS MADE BY ME AN� UNOER MY SUPERVISION, AND THAT THE MAP IS ACGUftATE AND CORRECT TO THE BEST OF MY KNt}WLEDGE. DA7E: ------------ �. ��'' " s:,� � f ------------------- ------- � ������:„����� RENT BIGGS f��a,,, ���`� 51�� @�"' LORAQO P.L.S. 27598 . . f � � �" �'cg��' + $c � ON BEHA(�F 0� �� ��. �AND SURVEYING, INC, ..� � ;�7�� � « �... � � � s�... �'.�n ������ `�. ��s���'AL�L������ � � � � � . _ �„^"/' "------�-�'� �--- '�-- ---�' _..._.__ __._.-- ---------- """'..--- � �r� U� � / � �-' i s'- � �� ��� � .4' '* . � �` � � � � � .�_..� ...-..--- � WOOD TIE WALL L1�Lt'�'J 0 � � � � � • � • � � � ��� • - - _ • �'��� F(JUND FIN & ��'� A�UMINUM GAP �� LS IL,LEGIBLE T900.0� / f � �f � f � � SEWER MANHOLE 064 7901.3`�f ��� MEAS. RIM EL.EV. ��00.3' �, f'�, INV, IN ELEV. 7$92,9` �, 1NV. OUT ELEV, 7892.7' � EDGE OF ASPHACT . ,+ r/ ��G�j �7soo,�' i � ��� � �. � o3.z' � 7so�.a' TOP BACK /� OF CUR� � a.�� � �w T �- . , �O , � . �, ��� ��� � �£ti . �� �:x 7905.3' 4��`i5, �v�' �` INVERT 7907, 6' "� /y ?9p4.2' �'e� 79{38.7' 7908.8� ■ �1" � <.� � �__ ________---- � � � , � �� � � �1 �, � � � � �� \ ��i�� K�Y�TON�� SL.OGK �Z�T�INI1�iG Y�L.L i/ \✓ � �Y �� i�.�T,�41Nf1�lG 1N,�LL. C�Ur4fi?1� �'Z.�IL. �Ui��}�G� Y�T�i�. �LC7YV LIN� UTILITY L11�1�5 C�,�S �L�GTi�.IG Y�T�R 51T� � �3U IL.I�11�11� ,��I�L.Y51a zor�i�� - L.QT 51Z� - ,�L1_aY��3L� 51T� GO�I�Rr��E @ 20°lo C�F L.OT 51Z� - Pfi�Q�'O�"a�D 51T� GOVEi�.�G� - ��► - . . - . i�.�QUi�.�L� L,�1�tI�5G}�i�E �i�� @ �o% O� LC�r �iz� - 2-�,�M I LYf�'"fi�IM,�i�.Y-��GON�L?,�R" C�.3858 ,�Gi�,�� / 16,�C�5.32 aC� 3,361 ����� 3,3h1 aG2 �T �Q �-r / 1 �.�i8% �G2 FT / 2�?.U�F% ♦ �: r �'RU�'DS�U TC�T�L �IT� �.��������� ���� - �o,oa-r �a �r � �o.o��io Ih�tP�.'C.��,l��? L.�cl�l�'r-a'GAEF'�1� �cR� - 6,1'i2 �Q �"`T' / ��.�7�°/O �N4Y�l 5T4i�,�C�� i��G2U Ifi�.�D @ �Q°�O- �,C%1C� �'JC� FT �NC?Y� �TOi�,�G� f'i�.OV1�7�I� - 1,253 �Q �T l 3?.2S% ,�LL.QY'�E3L� �RF,� - �,734 �Q FT �..t ���i�� G�/' /"11.lT't A L"��/ � i�. i i-r ��� �'� U1�IT } Feet CHORD B�ARING N57'S8'12"E eWER MANNbLE 064 EAS. RIM ELEV. 7900.3' IV. IN ELEV. 7892.9' IV. QUT ELEV, 7892.7' 7900.4' ���i���l I�TIC�N�S /�F� .ABP2` fNUfIED FI�A'M EY1 FtGH YNY LT LMSHT Sf-C.t SF.fTiOH Y K.G01t3 KAVSTIGV. @! EGT ELK.7R C�AL MFft MNtUflL1LRER SEYi 5'J8°R ra� �cmea+nn. �au�cn�+ r� r�cm+c.u. co�mrcrorc n�nn M.+r�rc�,.�. srrr s++�r � 1 /�DJ AD.L GENT C', ELLWA7fOti NA Mf£At1R7 OPEN4N6 5VP StiFiT V34Y1. P3.00IiNG AG6R Ka6RP6ATE fitibR ENbiliEE,t2 MTI. 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Ft6 fADTiNb 0I2N 6W{t.MAtTFl .nit75F SUSPQiU'(EL�} 60 BOARD PDt7 FdlNPA7k>N OPH OP/s43TfEN1VP T@L 'Ei".FPlfG4E 65 HUflIS�DE" N:lll FllFTIfSH OlJ OU13:06Pt/dNBiEdt iV TF3.£/5KR1 BQ 8077U+t9F 6JJ. GN.W!1 PM PA4TiflON '(tT1P TEMF'02ID Hl.T56 BUiID@1f+ 6A 6Ni6E d PETIHY RiNLS, EGTJ iHK 'EHiLK G/H GhBWEf 6N.V 6ALVAN!iP.D WERP !'��iPC.tZA'fi(D} TLT 70iLCY GL,fC, G'�` YfHi 1.P� bG 6£NERr�..t.. Ci7.1TR.tGTOK PI.AY7 t'LA37Eft T#G TGi6UE ANF 6+/JOYE GtG GE�kJNG GL 6LA:�3, 6LA7Ef7 Pil.9 PLAaTtCr YIB TqP N1p Hp7tpM cez o��,r,�c ba s�n�e n. wu� Ta roP oF G4fC Gil'NZ 61» FiYF'aJA•f PLIJC PLP%YGLA°fi T 'fNL'.D GLQ GlASEY bN6 6YP�7MYW180rFD !'LMH PtLMB4�i6 7YP TYPIGAL GLD GifJiNE96AYfR MDW N/JtPYNRE t'I.Y PL`fY'lJ4D U6 U4D�6�ROVYD LAri GL071iE5YY.+liER HS7 i1EhU PROJ PRO.IEGI UN6L UJbLA� Gd LOi.tIMN FNN".. HFJ��IING. YCNTNCa. ISaD AROP PROPt927Y 4NFPt tfiL'�i!:k�SFiS� CONG GCIVGPtTE NR f.CNDiiQl+!KG QT GMJAR9tY T3is U.N,O. IRI! L'S5 NOTEO dTF1�E GJ C�4B7Rt1GT!'J!'I .tIXNi' kORlZ MORITI3N'fAL QTY GVA.MiY U,ON. tMiE°.5 P'THE1ti^iF3E ItOT:D GO`aY GWfltuKiFa Hp tiGR:.EPCYER R FtI.DA19 118C. iFiiPp(2}AgiRtpM6GOAL' GUdRD GGbRDN.\tC tiVii HpIYNT�2W.PhS°JZ RP R04PpRAPI ViF Y�{F'Y`flJF;ElJJ GTR /.G1F.iTH¢ tfT HFfdtR RM P�M YPRT Y927lG,+l. G/v Gf.1JNTER SINK RiGL INGt.tRK° {t?) QN6) ft5 RQUG4 �SA.YCt VG7 YINYL GOHP05fTM?N TiI.E us u.aw e�r nvFa wFCaraAr.cr� w;a vcFSSUeur wve e� v vas e�r nnr�+�rnw u�sr �eTrm, m�.r� rw e�r,��ra+� w�. rw �u�x r�+� o�rr ae»n.an�+crm m n+s3oe ovs+ere� � �e�� rc, rc�.�c o�.os�r 071. OE'fNl. � M5h dL�ULA'fKAi REBR REFfttbERATOR W' YLITERPROOF ON,f� DV�MME'!Eft R7T IMG�tfOR REtN!' RF.iNRORGE { A) Wt YE76HT CXM DiM@N37CN JT JPH4 RCOAft RE.'YPORGIkG BAR f5) Wt!` yL�1DED YBRE RA+BRIG DW D+Y�hiWAS#+ER .l T JkMGS".!?t7 RCa!L RFS!lRtiT CVJY� Y4N47.FY Dt1 plJi'U'7 tCNi1 KlLfWUi'fllqXt RECA RCGMYRl`S3 Yi/ Y6TN DR DRA4i � V9 6PHf.F��ASORY 7t Pe�R W/d Y�i1tOVf DYY PahWTI!r LMf lJ�A!INA'f'� il7J RD KOUCH OPfSi!N6 Yi� i`YX7A EK E.�Gk� 7AY V.VA70ItY 3hV 941ITMY YSGS W7RKf}i!a ��1`�l "':�•��"c1,... �`�lC.,';�T`:��► 1. A�II work �hall be a� specified and in accordance with al! Natianal, 5tate and Local Gode�, 1_aw�, Permit� and Crdinance�, and �hall be performed to the highest �tandard5 af araftsman�hip by jaurneymen of the appropriate trades. 2. TheSe dacuments are not intended to inciude ali labor, materiai�, eq,uipment, and service5 rec{uired to complete ali wnrk des�ribed herein. The General Gontractc�r f�.G.) shall verify all dimensians and site aanditions bePcrre starting work. 3. It is the re�pvnsibility oP the C�.G. te� bring to the attention aF the Arch3tect any condition� u�hich u�ili not permlt con�tructian according to the intention� af the�e GonCract i7ocument� (GLa's?, and ta notiFy khe ,�rGhitec�t at onae iF any diacrepancie� appear in the GD's, or between the GD'� and existing conditions. It is the re5pon�lbiCity of the Archit�ct to pravide detall� and/or direction� regarding de�ign intent where it is aitered by existing conditions ar where neglected in the document�. 4. 5hou,ld a cQnflict oGCUr in ar bsGween drauling5 and �p�cifications, the �pecificatic�n� shail take precedenae, unless a urritten decision from the ,ar�.hltect has been obtained which describes a �larificaticsn ar alternate method and/or material�. 5. i�imen�ions: P�. ,�II d►men5ions take precedence over scaled dimension�. �. ,�il plan dimensiana are ta face af cancrete, face a� �tud, and center line oF coiumn/beam, U.O.N. G. �loar to �loar dimensians are from �op nf plyurood subsurface tc+ top aP plywaod 5ubsurPace, U.O.N. t�. , VeriPy in field (v.l.�'.) all existing conditions dimen�ivn�, locations and �ite cond itian� prior to new can�truction, 6. The G.G. shall �ubmit �ampiea oF any maierials propas�d for �ub�titutlon to the architect for revieu� and approval before the work i� to be performed. YYOrk shall conForm ta the approv�d sample5. 't. The G.G. shall submit rec{uired �hop drawings ta the �rchitect for review and appraval before the work is to be performed. Work �hnll �onParm to t�he approved shap drau�inga. S. The �.G. �hail be resp�n�ible for the safe�y and care aP adjaceni propertis� during construction, far campliance with federai and �tate U.S.�t.R. regulatlon�, and for the protection of ail urork until it is delivered completed tc� the auner. 9. The G.G. �hall verify and coardinate all apening� through floors, ceilings, and wall� u�ith ail Archltectural, 5tructural, Mtechanicai, Plumbing, and �lec�rica! drawing�. 1U. The job Site Shall be maintained in a clean, orderly conditlon, firee of debris and litter, ar�d shail not be unreasonably encumbered. Each 5ub-Gantractor shall remcave aii trash and debrfs aa oF resuit of hi�/her operation upon compietion af hi�/her u�ark. 11. The �.G. shall perform aiC phasea of con�truction 5uch that ali new can�truction fit� flush and seamles5ly with adjacent existing �vnditions, and shaii not endanger any �xisting conditians or ather work. 12. The G.G. shaii provide all necessary blacking, backing, and Framing fbr light fixtures, electri�al units, A.G. ec{uipment, recessed items, and all ather it�m� as rec{uired. 13. Provicle 5mok� detectors in accardance u�ith 1�i9`1 UBG section 31Q.9.1.�F. 14. ,�II conaGruction, 5tag�ng, eontractor parking and materials atarage shall be canfined to the limits of the exi�ting drfveu�ay and the immediate perimiter af the exi�itng building. ti./ �.� .� ���� +✓ � 1 � � w.r/ ��� 1. The General Gantractor shall pravide erasion contral in eanForman�e with Toum of Yail guideline�. 2. The construction limit line is the contract line. i�o not di�turh any existing tree� or vegetation de�ignated to remain or lcacated out�ide of the con�truciian limit line without approvai oP the Uiuner and Town oP Avon. Ui 3. T'he General Gantractor shall veriFy existing site informatlon, inGluding �tructure�, utilitie�, proparty iines, limita oF road�uays, and curba and gutt�ers that may af�ect the scope oP work priar to beginning �it� con�truction. 4. �isting utNities are indicated �or information oniy and not intended to show exact locatian. The �rchiteGt is nat respansible far the lacat�ion of underground utilPties or �truc�ture�, or anything not �hown or detailed and lnatalled by any other contract. The General Gontractor �hall locate ail utilitie� and maintain the location during a(i pha�e� of the work. The General Gontractor �hall be responsible for any damage� to utilitie� or �tructure� and any injurie� therefrom. ReSiaration oP any utilities damaged by the General Gontractcsr ahail be at the General Gontractor'S expen�e to the �ati�factian aF the Chuner. 5. GonPorm to Eagie River Yvater and 5anitatian I�i�trict 5pecffi��tic�na �or u�ater and sewer cr�n�tructian. Maini��in 10 �eet minimum Separation �etween water� and sewer underground �ervice p�pes. Maintain seven feet minlmum caver at undergrcaund water service. 5ewer 5ervice shall have minimum cover afi 5'-b". Provide sewer ciean out with location to be revieu�ed by the �ngineer. 6. The C7eneral Gontractor �hall provide drautings shauing praposed utility serv�ce �annectlan� far the Engineer'S revieu� prior ta constructian. 't. Road cut� and any other �onstruction in road right-of-way �hali conForm ta Town of Minturn guideline�. 8. �II compactfr�n 5hali be in accordance urith the 5oils 12eport prepared by the Geotec.hnicai Engineer. �1. Provide written notifiGakian oP all di�crepancie� laetween existing and proposed site improvement�. 1O. Gontractor(�) shall take all nece5sary step� a� req.uired to properly pratect and maintain hi� u�ork fs�r the duration oP thls contract. 11. These drawinc�� do not specify safety mat�riai�, eauipment, method� or sec{uen�ing, ta protec�. persons and property. it shall be the Generai Gontractor's responsibility to direct and impl�ment safety operation5 and procedure� to proteci the c�urrer, o�her Gontractors, the publlG and others, 12. All wark 5hali comply with all applicable codes and ordlnance5. 13. Gontractor(�) 5hall emplay a licen�ed surveyor io e�tablish all work line�. 14. Gontractor{�) 5hall stake out all areas, inc�luding walk�, pavement�, waNa, poo15 and �ence� and shali obiain the approval of' the Architect prior to prac.seding u�ith the u�ark. 15. htote5 and details on 5pecific drawing5 take precedence c�ver genera) notes and typical detai(s. 16. GQnflicts or di5crspanc.ies with grade� ahali be brought to the attentian oP the A�rc.hitect immediately and priar to pra�eeding with �uork. 1't. A1! fini�hed grades ahail provide for natural runofP of u�ater u�ithout low spat� ar pocket�. 5et flow lines accurately and prouide a minimum 2.5% gradient unle55 otherwi�e nates, 18. C�radually round oPf' taps and toes oP all pianted �lopes, unles5 �hatun atherwi�e in grading det.ails. 19. �rade away from ail buildings at a minimum �lape of 1Up/o in unpaved areas and minimum slope o�' 2�o in pav�d area5. 20. Gleanaui� 5hail be pravided fior a!C changes in line5 and/or grade or the �anitary sewer service. • � � � � � � � � � � � �� i� �� � �� � � � . . � i �• � � � A• I � � • � � � � � • � . � � ` � � � r f � • 1 * �� � �t � 1 �r � ` .. � # w � •• ! * • � •• i � � •�' •• 1 , i • .• � i 15sue %�ate i�RB 5ubmia�ion 11/28/O't DRB 5ubmis�ian 03/20/08 DRB 5ubm. revi�ion d�4/OS/OS DRB 5ubm. revision 04116f08 Job number: �� T�r�u�n by: -� Ghecked by: i7r�wing Titie: �I �G' � C�Y'c�c� I nC� }�{�� � `� = ��,_ r��� 5heet Number: � +�, �At� �. , a � � ; # ��Mw �.\�� _-, _, , . �>> , •; ' �._ ,_.r /! �� GOMMC�N N,�M� • •- � �• c -_ G2U,�Kl1�l� ,�5�'��l ��X�� ST�T�U�� S�RVIGE 8��'.�'.Y 51�1C�Y�l 33��ZRY �a� - �c� �.�������� L.IGHTIN� i� �'i�G7�'�5�1� SC)T,�NIG,�L i�l}�M� I aEZ� �'lG�r� �'U1�iC-��1`l� � � �'OPULU� Ti��MULG�II��� 3"--5" G�L 0 � ��1.. QU,�4NTITY 11 � w • ,'' -- -,' ` i � � � �` �1 �, ......� / i►_r►_�►_�►. T�Mfi�Oi��i�Y I7iZI�' IiZRf�,�T101�1 �L.L IR�,IC�,�TIC7N �Y�aT�MS TU H,��l� FZ,�iI� ���15C�fiZ ��Y�-ro�� �La�� �Z�T�41N11�G 1�L1� �3�ULL7�i� RET,�Il�lll�l� Y�I,�LL C�U�RI7 R�44IL SUR.��G� l�I�T�R FL.OY�t Ll�l� UTILITY 1�INE5 C�r�S �L��Ti�IG Y�,�TT��2 x�- x-� i��.�. n�5-ru���n ����� a� r+�� �iT�, � �� 11�CGLUL�I1�tC� S�NGH�� �3�TYV���N i��T,�INl1�t� ���.� Y�I,�LLS, TO 8� i���l���T�T�I� Y�t/ TH� Y l/ �G'7LLC7Y�tIl�C-� ���I� MIX ,�T ,� �Z,�T� O�' 42 �.��'J' /�'c�i��; �J��� �itc'3 �''� �.� 5+���� ����u� �c� Gi�E��''11ti1C� �Z�1� �'�SGU� 2C� G,�N,�,� �3LU� C�i�'.,��5 2C? G�1�tSY �3LU� Gi�,4a5 2C� fi�t�GKY MTN Y�tI�.L��'�.OY�I�R MIX 2C) � Feet CHORD SEARING N 57'S8''I 2"E EWER MANHOLE 064 EAS. RIM ELEV. 7900,3' fV. IN ELEV. 7892.9' !V. OUT ELEV, 7892.7' 790�.4' � � � � �.. � � v7 � 1 i � � i s • � � �i .�. o�o �cs�� � U N ��o��„� Q m (j} � �'` �y � � �p�,u' o � � ��� � c� -+— . r�. � _°�.-`�•�;, a� � � ��� � ,�y C� Q � � � � � � � .� • , •„ . . � i ! � � � a• • � • � ss • � � � .• � • i ii �, � � • � •� � � ��SUG L'�a�.�' T�RB 5ubmis�ion 11128/Oi DRS 5ubmi��ion 03/20/c78 I�RS 5ubm. revision 04/OS/C78 DRS 5ubm. r�visian O�f/1b/OS Buidling 1'ermit 05/14/C78 ,lob number: r7rau�n by: --.-- Ghecked by: L�rau�ing Title: L�nd�cape �'!an i ♦ �5heet Number: ����� -- ;��'z:�--- :,,,`: {-..�„,,,. :,`�,; ,,; ,' ; ��,', ., C_._-`.\� ll,,t l � „ _ _�� ifi�`; r ��Y ��w/l _d�� � � .-� j� �=- `_ y� Yi( t'+ 51\;._'1 �%� i i i�\ \ i��. �/ �'i�±���� �XI�TINI� EY�R�i2��1� TC.� 8� i2.�MOV�1� �X15TI1�t� ,��F'�1�! TO F3E i�.�NMC�1��1� *NOTE: EXIST�NC� TREES ,�5 As5 5HC?INN QN SURVEY. QTHER EXI5TI�1C-� TREES MA�Y EXIST. , � �iz� �� INI�IG,�T�I� �IZ� �5 I1�tDIG,�T�I� � C%� ? Feet CHORD BEARING N57'58'12"E EWER MANHOI.E 064 EAS. RIM ELEV. 7900.3� lV. IN ELEV. 7892.9' IV. OUT ELEV, 7892.7' . �, , � � � � � � � N 1 �i � � � � � � i •• �, � � •• � � • � r � � � . � . • , � � ♦ � . . � � � � � � � � � • � M "� �. . -.. . , � � • i� •• f � � � •• � � * "� «• 1 i� � � • ., • . f5�ue i�ate I�RB Submis�ivn 11/.28/O"i L'�R.S 5ubmi��ian 03/20/a� DFZS 5ubm. revision Q4/D8/�S DRB 5ubm. revisian a����raa Suid4ing Permit 05114/08 Job number: �� Dr�tun by: ---- Ghecked by: i�rawing Titie; 5nou� 5t���ge � T'ree fi��mc�v�l Plan 1'" � 1C.�'_O�� i5heet Number: 1 r ,�% , � % �/ 5-1 5-2 5-3 5-� 5-5 W,4LL ARE,4 - 11 5Q Pl" WALL At�EA - q2 5Q FT WALL ftR�+ - ub 5Q FT WALL ARE,d. - 46 5Q Pl° WALL t�R� - 11"t 5Q FT f�REA BELOW ftREA BELQW AREA BELOW ,ttRE�4 SELOW AREA BELOW 6Rt�DE - O 5Q Fl" G�� - 24 5Q FT Gf�l?E - 5� 9Q FT 6RADE - 3a 5G2 FT GRADE - 9� SQ i=T Y�l-1 1N-2 Yrt-3 W-4 W{>.LL f�R� -'t� 5Q f�i' W,4LL ARErh - 61 9G2 �T Wf�LL �tR� -�3 9Q F7 YYALL AR�R - 192 5Q FT f�i2E,4 8EL4YV ARE,h BELOW �REA BELOW /kRE,4 BELOW GR,4�7� - Q 5G2 Ff C3R.,4I�E - 1 SQ FT faRADE - 10 �'aGi f=T GR,4�JE - 92 5G2 FT l�t-1 Wfi�LL ,4R� - 11 �2 �i' ,�RE,4 BELUW Gi'�Z,4DE - Q 5G2 i=T ' � % r.� �-1 WtkLL AR�4 - 7 �G2 FT P�R�R B�L.OW GR,�t�E - 5 5G2 f=T l�l-2 W1�LL f4REA - 303 5Q FT ,hR� S�LQI^t C�R.AI:�E - 4 5Q Fi I �� �% / � , � � � �t-3 N4�4LL ,4RP}t - �IS 5Q FT ,4R� BELOW GR{�D� - 35 aQ �T �-2 E-3 �-4 lN,+kLL ,4RE?. -�9 raQ FT 1^IhLL ftREt� - 26 SQ FT Y�tftL.L A�R� - 2�i5 5G2 FT }tiRE,h B�LOW ,hRE,A B�LOW AR� BELOW GR,�E - 10 5Q PT GR,42�E - 1U 5Q FT GR,�DE - 28 5Q FT LG�Y�iER L�V�L �R�,� �N,�LY515 70TAJ.. LOYVER L�VEL YVh�LL ,4R� - 8,�1�i 5G2 FT WALL f�R�,A BEL.4W GR,�IaE - ?ZS 5Q FT % �P YW�LL ?tRE,4 BELOW GRAl7� - 21°/a i'i�IM,�R.Y UNIT LC)YV�R l.�V�L �LC?C7R AR�4 - 1.6"t4 5Q FT 31'Ofa QP �LC?OR ,�RE,4 - 352 9Q FT LOY�tER L.�YEL GRFf4 - 1,322 5Q �T SEGONL7,�RY U�IIT LOWER LEV�L FLOOR f�RE,4 #1- '738 9Q FT 21% OF �LG70R f�R�4 - 155 SG2 FT LG.�}NER LEV�L #1 GRF,h - 5f33 �+Q FT LC�WER L�V�l� �L�?G7R Ai�F,� #2- 843 5Q i=T 21% QF FLUC?R ,�R.�,4 - 1T7 5Q PT LC7WER L�EYEL #2 GRF,4 - 66F'a �Q �T GRF,� �N1�1�Y51� - Pi?(M,�R.Y U1�tIT UPF'�R LEYEL GRF,h - 1,114 5Q PT M,41N LEVEL GR�tk - 1,C?aq 5G2 �'1' L.C1}�R LEV�L laR�,A - 1,322 5Q F"T' ����� �R�� - o sa �r PR.IM�i�.Y Ul`�t1T C-aRFA� - �,535 -��' Q FT C�R�,�4 �4N,�LY"515 - ���NL7,�ki�Y UNIT UPPER L�V�L I�RF,�k - 5i't 5Q FT' MAIi�! L�L GRP,� - 834 5Q FT LG?WER L�YEL #1 C7RFA - 583 5Q FT LC7WER L�V�L #2 GRF,+� - 666 5Q i=T GARftGE GRP,� - D 5Q �T AR�,4 OVER 16' HIG�+ - 19 5G2 �T aE�NL7,�RY U1�lIT GR.F,� - 2,�+?�i �G2 FT ,4LLC�IN,�BL.E S�Gt�NI7,�RY U1�IT C-�i2�,�. - 2,bq4 5v2 FT I?IFFE�'ZENG� - -1� 5G2 FT TG7T,�L. i-RG�.��GT �RF� - 6,214 �G2 FT rdtLLC7,��8L� Gi�F,� - h,734 -�',.�' Q �T L�IFF�i2�1�1G� - -52Q 5G2�T � I � ////t,, ■ 1 / 5-6 WA�LL ,+�R�A - 3CJ 5Q FT ,4R�A SELOW GR.A�I?E - 18 5G2 PT 5-7 Wf4LL ,4R� - 28B 5Q FT ftR�R B�LOYY GRAI�E - 85 5Q FT 5-8 5-9 WA�LL ARF� - 142 5Q i=T WALL ,�R� - 2S3 5G2 FT ,4R� BELOW ,4R� BELOW GR�DE - 39 5Q FT GR,�.I7E - �6 5G2 FT ,I�t-5 1N-b 1N-� W-8 W-q W,4LL AFZ� - 91 5Q f=T V4�4L1. ,hR� - 14 5Q �T WALL AREI� - a0 5Q FT 1^WLL /�R�,4 - 33 5Q FT WALL ,�REA - 123 5Q FT AREA BELOW I�RF..A� SELQW AR�,4 BELC?W ,4R� BELC?W ,�REfti BELOW GR,�DE - 56 SG2 i=T' CaRA�L7E - 1c? 5Q FT GR,�tF?E - 13 5G2 FT GR.�D� - O 5Q FT GR,4S?E - O 5G2 FT N-4 W,4LL AR�4 - 3ta3 5Q FT AREA BELOW C-�RAf?E - O 5G2 �T '� / ��/ii 1�-5 WALL ,hFZ.� ° �68 5Q �T ,4RElk BELOW GRf�DE - O 5Q �7 1�t-b WftL.L AREA - G 5Q fi=T ,hRE?. BELOYV GRf�DE - 1 5Q P �°� ��GJ �'� 1 �+� WALL IkR� - 60 5G2 �T WftLL ;�RE,4 - 50 5G2 PT YV{�i.L ,4RE,4 - 6O 5Q FT W,�LL ,4RE�4 - 201 5G2 �l' �R�R BELOW ,�RF_,4 BELOW ,4R�,h B�L4W ARE,4 BELOW GR,�UE - 23 aG2 �T GR,4L�E - 11 5Q f=i' GR.,a,L�E - 3 5Q FT GR?tDE - �6 5Q' �T � 1�C?Y�l��: L.��I�L �'�L.L. ���,� l �fi��� ��1�L.Y�15 SGA�LE: la'� __ ���„ � / / �-�a �-� � WP�LL AR�R - 4"t 5Q �i" YVf�.LL AR�R - 10 5Q PT f4RPr4 B�LC?Y^t A�R� BELOW 4 GRAI�� - 20 5Q FT GRADE - 3 SQ PT . . �.: � ., � l �' t \� �� � � � � � � , `y. \ , l' t : "-� �, . . �. \ `� � �` � � ♦ � � �, ti ; .,, ` ' � : � ; , � w , 1NE5T U1�tIT ` '� ti t �. ,: � UPP�R. L.�Y�L �. � � � ` �� FLOC7R A�RF� - GRF,� i 1,114� 5Q FT �, t, � �, ti.:: � . , , ' �.� � �, �' �'�� .,�'� `� � ` � ''' � ;, �• � �;�.. U�'�'�i� L�V�L. ��.C�C�i� �'�.��1 5c,��.�: Y8' _ �'-o" � � �, ,;, \ ', l ti "�. h � .. �� � �. \ A" '�, l �.. � ,, ` l \ t `" ` ti . ` , � � � , ti � � ;. , ,:� t�� �. ., .. 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LYWD � i _ � i t I � i t i � � fi I i i t � ,. 1 I I � I � I 6'-O" � '1'-5" i t 6'--Ci i'-5" I I E,'_p" i i( I t� f I I i E I t I �a RO ��DC�E r I I I I I t t I t I � I I j � � �� _� T.O. i'LYWL7 Cv� ROO� �DGE � + i P1,.,4TE HEIGHT- r I! 3 I � I I I cV I 1 I I i i I i I � i — �----- q,��, � � � a � � � � � , �L �a .��-a �i2° i , ' _ _ - - - - - - - - - - - - L___ ___ �._ 1�---------- --------- -----_1J_ � ------ I 1 I i { 1 1 I � j � � � �� L � q U 1'- 1 1 1! 2" � ---- -------- I I � I _ r� � i Pi..,�TE HEIGHT i �- - - - i i- � i i i�i �i i i i � s� i- - - - - i �� � � P HEIGHi�i_ - � � � � � � � I � � i � � � iY Q � i �-0 i i i i i i i a i i. �� �--------=------------------ --- _ L ______---------------_____----------------- -�- r� ry I I I 1 I I I� 1� --__ ____ - - - -�— - - --- � - - - - �' - - - - - - - - - - I _I '_'� I-I -1 'T.__ "1 - - - - - ---r-r -` - - - - � , � _ I I I.PtiTE hiEIG�HT 1 � I I I I I { t t I 1 �� � ��� ( � � � I i � I I � I I �' I i I II t 1 I � � � (�i ____.,,� ' � &'-O° � I! ` I � i � •' I 1 I I � I C � '�� " � � � I t � I I � I I � I 1 I I i I I � � � � _ � � --- �; _ j � � � , _ I � T. . 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TL SHAKE GOLQR: "WE,�TH�RED Y`tOOD" � F/kSGi,�t - RA�KE BC7ftRt�S R� 2X9C) � 2X6 5f°RUGE �3�NJl�MIN MOORE S�MI-TRI�NS STRIN GOLOf�: "OXPORD BROWN" � SOFPIT B0,4RD5 1X6 �PRUGE BENJA�MIN MOOR� 5EM1-TRA�NS STJkIN GOLOR: "OX�ORD E3ROWN" � WOOD GOR�tER TRIM 2X 6 5fi'RUGE BENJfhh�ilN MOORE S�M�-"fRA+NS �TAIh� GOLOR: "'OXPORD BROWN" � Y`i00D SKIRT TRIM 2X 10 SPRUG� S�NJ�tt�11N Mc�ORE 5EM1-l"i�,��lKra 5T,41N GU�OR: "�XFORT� BRC�Wi�" (� P�LUMINUM GL.,4D DOQR5 � WINDOWS � � f PELLA. OR EQU{�L GOLOR: BRG?NZE aWOOD NlINDOW TRIM 2x8 5P1�UGE H� 2X6 SPRUGE 51DE 2X6 5LG7PED 5PRUGE 51LL BENJ{tMI1V MOOR� aEMi-TRf�NS 5l'ftli�! GOLC?R: "OX�CaRD BROWN" a57UGG0 WINDOW TRIM 2" BUILT-UP 5i"O EtJ�TOM�RiG fi',41NT GOLOR: "MOGHA GREAM 1015" � STONE WINDOW TRIM 50LfD STUhlE LIt�TEL S" HEAD 3" aILL GQLUR: Alf}TUR,4L BU�P '�%� STUGGO 51171NG #1 5'i0 �L,45TOM�RIG P,41h1'i GOLQR: "ML?OTJLIT SP.ND 10611" � � STUGGO 51DING #2 5T0 El..,�ST4M�RlG PA�INT Gt�Lt�R: "MOGHAa GRE,4M 1t�15" ,4 .� � WOOD 51171NG HQRIZ�NT,�4L Lf+.f' SIPINC� B�TtJf�MIN MODRE S�Mi-TRA�Na STftlh! 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BROWN" .) �J UVERHE,�D C�,4{�4GE L7C70R5 WOQD GL.,�D INSUI.,�T�D STE�L BENJA,MI�I MOOi�E SEMI-TR.,41�5 aTAIN GaLOR: "OXFORD BROI^IN° .� � STUGGO TRIM B,4ND 2" BUILT-UP 5TU ELASTOMERIG P,+�If�T GD�.OR: "MO�H,a, GREAM 1015�� �HF_,�YY TIMBER GC7�ZBE�S SX ROUGH 5,4Y�t�l DOUG �IR BENJ,b,Mil�t MG7c',�RE SEMI-'iR,�tNS 5T,�11�1 GC)L.U12: "C�XFORI? BRG7WN„ 1 C� -__ � � EXT�i�IOR i?�GK5 2X6 TO�' RAIL 2X6 B01TDM RPrIL 1C?X10 RA�ILING F'05T5 YV1 Gt_7i'i'EF2 G,�1�5 1 'l2'"X1 Ys° BP�LLU5TER5 2X6 CAM�'C�51TE DEGKING 2X12 SPRUG� P�5GIr4 SD,4Ri?5 BEhIJ,4MIN MUG�RE S�MI-TRtkNS 5T'N�ihi GUL.OR: "O?4PORD BRG�WI��� • oo �r`�r` � �,,,.� °�° � .`�o � � � ,-- r— � � �°°�� � ..._. � �Q`�'�� �.- °- � � ° ° � � � O ��°` �`�' N � � ��� � � ,� (,� � � �` � � � N s ..... � �+/ � � � •� � � � � .,�,.:.� • � � � Q) � Q Q � � � �. � � � � � � � � • ..... � � � � � � � � � � � � .�L � �— C} {� , � 00 � mz�� � ,v U Op � � �-- = -'.- � �" '� C`J °��> 1�5Ue Date DRB 5ubmi5sion 11/2&10'7 i�R� �ubmis�ion o3/2o/OS DRS 5ubm. revision o4/o8/oa nRB 5ubm. revi�ion C�4/96f08 Buidling Permit 05/14/OS Job number: Urawn by: Ghecked by: Drau�ing Titie: P�l4Y'�f1 ���'Va�10�1 Material Le�end 1f4" = 1'-C�"' Number: � �ir/ • �� � � \ \ � � ` � �'`�. \ \ \ � " `. \ \ � \ \ ` \ \ ..,q \ `�,. ...,� \ \ �..� '^""� �, �-.` � \ � \ �.. \ \ \ \ \ '�. \ � � . ��" `�.. _. T.O. 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GOLOR: "G�XPQRi� BROWN" .� � 1^tDOI� aIDING YERTiGAL BC?A�RI7 f�Ni7 BhTTEN B�NJA�MIN MCJOR� SEMI-TR�kNS 5Tltit� GG?LOR: "OXPORD BROWN" �� STONE VENEER � VENE�R GDLUMi� B,�5E5 Nt055 RC7GK CALOR: TELLURiDE BROWN � NEGRC� i � 5`i"C?NE G,hP ��� srcau� �� CALOR: T�LLURIDE BRC7WN d NEGR4 .�� 1�x10 GOL,UMNS, 1C7x B�MS � Bt�,AGKETS ROUGH-SAWN DOUIa FIR BENJ,4MIN M04RE S�MI-Tt�A�lS 5TAIN GOLUR: "OXFORD Bi?OWht�� .�..� H�,4V`f TIMB�I�. "fi�U55 RC�JGN-Sf�WN DC7UG PIR B�NJf�MIN MUORE S�MI-l"t2A+N5 9T,41N GOLOFZ.: "C?X�UR.17 BR4Wt�!" .) S OVERHE,4D G,4R,4G� DOORS WOG7D GL.,hL? IN5U1�1'F� STEEL BENJ,4MIN MOG7RE S�MI-TRAt��`a �aTtklhl GC7LOR: "OXPc'�RD BRf3Whi" � � SlUGGC7 TRIM BAND 2" BUILT-UP 5T4 �LR5T4M�RIG P,�INT GOLOR: "MOGH,4 GR�,M 10i5" �H�,4VY TIMB�R GORB�LS &X ROUGH 5f�lNN DOUC7 FIR 8�1�.1,4MIN MOORE SEMi�TR.,�NS STP�W GOLC?R: "G�XPG��'ZD BRU}Ni'+l" ,�1 �cr�rzioR n���� 2X6 TDi' i2AlL 2X6 BO"f'fOM R,41L 1dX1U 12,�Il.INC-� PQ�'aT5 W! 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I � -�-.____�_______y_�_`__J �.�_._.__�____. a� � � � i i—e_._.�.__.-t--------- 3 _�_r_ __._._�_�_�.e�------- i_�_`_�__.._._r -- ____ ____ ��.�_.�_�_�_..�_�_�� G�ILl1�G H�IGN GEILING EI�h1T �_ J °--- —°-- �, 's_..�--°-- ' °--..�_ � � _9.-5�� P�_ �_�._ �'-�Pt -----�_�_.�_�_.�_�,_�_.�_ — ��— � '-----__...__.______._._�._ � � � .. � �____� �.__�_ ___ � � � � i i � � ( ( . , , � � � , S'-0` T-9' ZO'-O° � 54-8' � � , � 10 9 S "f 6 � L.OY�I�i� L.��I�L i���'L�GT�I� G�ILiN�I� �'��l�t SG�L�. /R - 1 t� F'RIM�RY H � � 4 UNIT 21 t1 � � � � � � � • � � • • � •� i � i ` •• � � # �. �i •a � � � �, •• � ! � •r �i / •• ' � • as « a 1�5ue Date L7FZB 5ubmi5�ion 91/28/O'? DRB 5ubmis5ion c73�2O/OS P) DR.B 5ubm. revisian 04/OS/OS ._.� DRS 5ubm. revision� 04116/OS Suidlina Permit 05114l08 �Job number: � Urau�n by: � Ghe�ked by: _ ,� Drau�ing Titie: RefieGted �eiling Plan� 1!�" = 1 �_O�� Number: 1 �' DESiGN CRITERIA: 2851 Basingdale �08d4-Q3 Roaf Live Load (Snow) ------------------------------- 80/100 psf Roof Dead Load ----------------------------------- 15 psf Floor �ive Load ------------------------------------ 40 psf Ffoor Dead �oad ----------------------------------- 30 psf Deck Live Load ------------------------------------ 10Q psf Deck Dead Laad ----------------------------------- �5 psf Wind (3 Secand Gust) -------------------------------- 90 mph {Exp. B) Seismic Qesign Ccategory ------------------------------- EXEMPT IBCfIRC Edition ------------------------------------ 2003 FDUNDATION DESIGN: a. Design of indiuiduai and continuous footings is based on an assumed maximum ailowable bearing pressure of 2000 psf (dead locad plus ful{ live [oad). b. Foundation and retaining wal{s hr�ve been designed using an assumed lateral pressure of 50 pcf. c. Footir�gs shall be placed on the natural undisturbed soil, or compacted structural fill per the recammendatians of the geotechnic4! eng9neer, below frost depth. d. Provide continuaus foundotion drains around the perimeter of ali basement walis and at the base af retaining waiis. Cantact geotechnical engineer far details. e. A representative of the geatechnicol engineer shall verify soils canditions and types during excavatian. Because geatechnical information was not available at the tlm� of preparation of the construction dacuments, we haue used assumed values based on simi►ar sites in the area. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from design ossumptions to structural engineer far re-evaluation of foundation design. f. Backfill around and abave structurai buttresses and retaining walls shail be campaction-tested per the recammendations of the geotechnica! engineer, g. Do not backfill against retaining wails untif supporting elements (such as floor framing} c�re in plc�ce and securely anchored, or adequate sharing is instolled. Concurrent backfilling of each side of a free-standing retaining wall to final grcades as indicated on plan or section is required unless temparary sharing is instalied. h. Verify type af fill with soils engineer and structurpl engineer prior to backfilfing. REfNF�RCED CQNCRETE: a. Goncrete design is based on the "Building Code Requ'rrements far Reinforced Gancrete" (ACI 318} as adopted by Chapter 19 of the 2003 IBC. b. Structuraf concrete shall have a minimum 2$-day compressive strength ofi 3q00 psi. c. Concrete sha(I be proportianed using Type t-II sulftrte-resistant cement. Admixtures containing chloride salts shall nat be used. d. Cald weather concreting procedures shall be provided c�s recomrnended in the ACI Mtinual of Concr�te Practice. e. Anchar bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shafl be laca#ed at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 balt diameters unless noted otherwise. g. Anchor bolts for waod sili plates shai) be placed at 4'-0" maximum spacing with one anehor balt at 12" fram each end or corner and a minimum of two anchar bolts per piece. h. Goncrete floor slabs an grade and an metal decking or plywood supported by fr�aming shall have sawn or taoled control jaints at a moximum spacing of 15'-0" in each direction. l.acate control jaints along calumn grid lines where pessible and provide slab isalation joints around coEumns. i. Concrete coverc�ge for reinforcing steel: 1. Concrete cast against and permanently exposed ta earth: 3" 2. Concrete exposed to earth ar weother; A. #5 bar and small�r 1 1 f2" B. #6 through #18 bc�r 2" 3. Concrete not exposed ta weather ar in cantact with ground: A. S(abs, walls, joists (#11 bar and smaller) 3j4'" B. Beams, columns 1 1 f2" REINFORCING STEEL. a. Detailing, fabrication and placement af reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise nated on the drawings, reinforcing bars shail conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars wher� permitted by note an plan, or bars to be welded, which shall be grad� 4Q. c. At splices, iap bars 44 diameters. Da not weld or us� mechanicaf splicing devices unless specific411y �appraved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Araund openings and steps in con�rete, provide (2)-�5 bars extending 2'-6" beyond edge af opening ar step, e. Extend reinforcing steel a minimum of 2'-6" through ca(d jaints, Unless specifically lacated on plan ar detaiis, coardinate cold joint locations with engineer. f. Welded wire fabric shall conforrn to AS'TM Specification A-185. Lap welded wire fabric a minimum of one fulC mesh plus two inches. Laps shall be wired tagether. g. Epoxy adhesive far reinforcing dawels shall be "Hilti" ar "Simpson" ar apprave�l equivalent adhesive systems. Minimum embedments, if not S�?@GI'FICOII� indicated an the drawings, shall be according to the manufc�cturer's specifications. h, Metric bar size canversion tabfe: METRIC INCH-POUND #10 #3 #13 #4 #19 #6 #22 #% 25 8 #2� #`� #32 �1 Q #36 �11 STRUCTURAL WOOD FRAMING: „ a. Except where noted otherwise, al1 2 nominal lumber, except studs, shall be DQUglas Fir-Larch #2 and better, and ail solid timber bearns and posts 3" nominal and wider shall be Douglas Fir-Larch #2. b. Studs shall be Stud grade c�nd better pouglas Fir-L.arch or Hem Fir. e. Built-up pasts shall consist of Douglas Fir-Larch ar Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails (s� 6" on center along each stud. d, Built-up beams consisting of multiple 2x members shall be nailed together with twa rows of 16d nails spaced at 12" an eenter, or with two rows of 1/2" diameter thru-balts spaced at 24" on center. e. Tap and battom piates shall be Douglas Fir-�arch or Hem �ir #2 and better. Plates pl�aced directly on concrete walls or slabs shali be pressure-treated Hem Fir #2. f. Ledgers attached to concrete walls shafl be treated Hem Fir #2, ar if LVL material is used, shall have a continuous waterproaf inembrane between the concrete and the woad. g. Wood beams bearing in beom packets in cancrete ar masanry wails shall bear on a treated 2x6 bearing block. Provide �,�" clearance around end of wood beam. Block against sides af beam pocket with treated 2x blacking to provide latera! support for beam. h. Beneath solid or built-up calumns noted on pians, biocking af area equivalent to column abave shall be pravided within fioar joist spaces and in wali spaces belaw. Daor or window trimmers cansisting of a singla stud do not require speGiai b{ocking in the joist space. i. Except ds noted otherwise, minimum nailing shall be pravided as specified in the "Nailing Schedule" on the drawings (20Q3 lBC Table 2304,9.1). j. Bolts used for wood framing cannections shal( be installed with standard washers and nuts. k. Unless nated otherwise, steel canneGtors such as those manufactured by �he Simpson Company shail be used ta join rafters, joists ar beams to other beoms at flush-framed conditions. Use all sp�c+fied nails. Conne�tor canditions nat otherwise notad shall utilize Type U or Type NU hangers of a size specifically designed for the member suppa�ted, as shown in the manufacturer's published tables. Contact structural engineer for details as required. i. Wood nailer plates instalied on steel beams ar cancrete walls for top-flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting tap flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. m. Manufactured joists shall be from an approved manufacturer and shall be equivaient in load carrying capacity and deflection criteria to BCI 6000 series joists in the depths and spacings indicated on plan. Provide blacking, bracing, web stiffeners and ather accessaries as required by the manufacturer. OSB rims shall be APA Performance Rated rim board material, n. Laminated veneer lumber (LVL) shall have the fallowing minimum praperti�s: 1. Flexural stress ------------------------------------- 2600 psi 2. Modulus af elasticity --------------------------------- 1,900,OOa psi 3. Tansion parallel ta grain ______________________________ �g50 psi 4. Compression parallel to grain --------------------------- 2310 psi 5. Compression perpendicular to grain (parallel to glue line} --------- 750 psi 6. Horizontal shear ----------------------------------- 285 psi 7. Cannection of multiple-member beams: A. Top-loaded beams i) For members 12" deep or less, nail each member ta the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, naif each member to the next with 3 rows of 16d nails �t 12" o.c. B. Side-loaded beams i} For two or three member beams, nail each member to the naxt with 3 rows of 16d nails at 12" o.c. ii) For faur member beams, bolt through with 2 rows of 1 f2" diameter bolts at 12" o.c. iii} �or m�mbers cons+sting af mare than four members, contact structural engineer. o. All lumber used in canstruction shalE have a maximum moisture cantent of 19%. p. Unless made of treated or naturally decay-resistant wood, ail deck beams and joists (including glue-lams) wider than 1�" shall be sealed and flashed at the top surfoce per architect. q. Framing Notes: 1. Exteriar walls: A. Ali exterior walis are 2x6 studs @ 16" o.c. to a maximum height of 12'-6", Zx6 studs C� 12" o.c. ta a maximum height af 14'-6", and (2)-2x6 studs C� 16" to a maximum height of 17'-4" unless otherwise noted. Walis tailer tnan 17'-4" sha(I be framed with manufactured laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Cap with a double tap plate installed to provide overlapping at corners cnd at intersections with other partitions. !f averlap is not passible, strap top plates with metai strap ties (Simpson ST292 or equivalent). B. Gable-end walls shall be bailoon-framed ta the bottom of rafters or end-wall trusses unlPss approved !�y engineer. C. Floor or roof framing members must be aligned to bear within 5 inches af the studs beneath. D. Provide 7f16" thick APA rated sheathing (plywood ar QSB) rated 24/16, exposure 1, at exterior face of exteriar walis. Block all horizontal joints and nail pane{s with 8d nails spaced at 6" alang ponel edges and at 12" along intermediate supports. E. Pravide {3)-2x1d headers over all door and window openings, with one 2x6 trimmer ond one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless nated otherwise. 2. Interr'or Load Bearing Walls: A. {nterior laad bearing walls are 2x4 or 2x6 studs (as indicated an p{an) � 16" o.c. with 1 f2" gypsum waliboard both sides uniess noted otherwise. Cap with a dauble top plate installed ta provide averlapping at corners and at intersections with ather partitions. If overlap is not passible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide (2)-2x10 heoders over all openings in wall, with one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple-stud posts equal to width af bearing msmber unfess noted atherwise. 3. Floor Construction: A. Provide 3/4"' thick APA ratecf Sturdifloar rated at 24" o.c., t�ongue and groove, exposure 1. Glue and nai! panels to all supports with 8d nails spaced at 6" along panel edges and at 12" alang intermediate supports. Insta{I sheathing with long dimensian perpendicular to joists and end jaints staggered. B. Provide salid blocking between floar joists at ail bearing locations. Blocking materia! shall match the floar jaist material. 4. Raaf Canstruction: A. Provide 5/8" thick APA plywood sheathing rated 4d/20, exposure 1. Instafl sheathing with lang dimension perpendicular to rafters ar trusses and end joints staggered. Nail with $d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywoad sheathing shall be appiied continuously nver the primary roof inembers (rafters or trusses) below overframed areas to provide adequate lateral stability. C. Provide windfseismic anchors at supports for afl roof joists and trussed rafters. See naiiing schedule. D. Provide solid blocking between roof rafters, trusses and lo�kouts at all bearing locations. Blocking material shal) match rafter, truss chard, or lookout material. 5. Wind Bracing: A. Wal(s over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear wafls on plan have been designed to resist wind forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1/2'" gypsum wallboard to ail studs and to top and bottam plates with #$ x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by engineer. STRUCTURAL GLUED LAMINATED TIMSER: a. Materials, manufacturer and quality control sha11 be in conformance with AITC Product Standard PS 66-82, "Structural �lued Laminated Timber". b. Laminated members shall be fabricated using Dauglas Fir or Alaskon Yellow Cedor with the following combination symbols: 24F-V4 Simple-span beams 24F-V8 Continuaus or cantilever beams 3 Golumns 20E-V12 Exterior beams c. All members shali be Architectural Appearance Grade, unless indicated otherwise by the architect. d. Protect members from darnage or exposure to moisture prior to and during constructian. e. Adhesive shall meet the requirements for wet conditions of service. f. Do not cambar laminated members unless +ndicated an the drawings. g. Portions of glued-laminated timbers that are exposed to weather and not protected by a roof or similar covering shali be pressure treated or be manufactured fram naturally decay resistant wood. STRUCTURAL STEEL: a. Structural steel snall be detc�iled, fabriccrted and arected in accardance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steei W shapes shall b� ASTM A992. Other rolled shapes, including plates and angies shaEl be ASTM A36. Round or rectongufar HSS shapes shall bs ASTM A500 grade B. c. AN bofts used in steel framing shall conform to ASTM Specificatian A325. Anchor bolts and balts used in timber connections may be ASTM A307. Balt sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed beam connections shall consist of pairs of 1 j4" ❑ngles using the maximum number of balts called for in Table II-A of the AISG Manual (ASD Ninth Edition). e. Expansian bolts shall be wedge type "Hilti" ar "Rawl" or "Simpson", or approved equivalent with the fallowing minimum embedments: 1/2" diameter ---- 2 1 f2" 5/8" diameter ---- 3" 3%4" diameter ---- 4" f. Epoxy anchors cafled for on the drawings shail be "Epcon" or "Rawl" or "5impson" or approved equivalent anchor systems. Minimum embedments, if nat specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. All welding shall be dane by an AWS quafified welder. h. Delay painting wEthin 3" of field welds until welds are completed. i. Where corrosive soil canditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attoched to the foundation with gaivanized or stainless steel expansion anchors. j. All grout benec�th column base pfatss and steel beams at bearing shall be nan-shrink, non-metallic type grout. Grout shail have a minimum compressive strength af 25Q0 psi. STONEIBRICK VENEER: a. Anehored stone or brick veneer ond its ottachments shall canfarm to IBC Section 14D5.6 with a wire tie ta the structurcxl backing far every 2 square feet of veneer. b. Unless noted otherwise, provide loose iintels aver openings as fallows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: Openings to 4'-0" ----------------- 3 1/2" x 3 1/2'> x 1/4„ Openings 4'_9>• to 6'-Q" ------------- 4" x 3 1 f2'> x 1�4>, Openings 6'-1" to $'-0" ------------- 5" x 3 1/2,> x 1�4„ Qpenings 8'-1" ta 10'-0" ------------ 6" x 3 1 j2" x 5f16„ (Multiple �ngles sha11 be ariented back-to-back) c. Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: d. Structurai erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly suppar�ed and braced. The cantractar, in the proper sequence, shall provide shoring and bracing as may be required during construction ta achieve the final completed structure. Contact structural engineer far cansultotian (nat in contract) as required. b. Dimensions: Check all dimensions against architectural drawings prior to construction, Qo not scale drawings. c. Constructian practices: General contractor is responsible far means, rnethods, techniques, sequences and procedures for construction of this project. Notify structurpl engineer of omissions or conflicts between the working drawings and existing conditians. Caordinate requirements for mechanical/electric�l/plumbing penetrations through structural e(ements with structural engineer. Jobsite safety is the sole responsibility af the contractor. All rrtethods used for construction shall be in accordance with the latest editians of the IBG f IRC. d. All waterproafing and flashing is the responsibility of the architect and contractor, e, Detoils not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditians. These items shall be brought to the attention of the structural engineer as saon as possibie far approvQl. Approval shafl be obtained prior ta installation. f. It is the responsibility of the contractor to contaet the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jabsite by the engineer are fiar determinatian af general confarmance with the construction dacuments and shall not be construed os inspection. g. Thaugh every effort is made ta provide a complete and clear set of construction dacuments, discrepancies or omissians may occur. Release of these drawings anticipates cooperation and continued communication between the contractar, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2003 IBC FASTENING SCHEDULE (TAB�E 2304.9.1) CONNECTION FASTENING °� "' LOCATION 1. Joist to sili or gircier 3- Sd common toenail 3-3°x0.131"noil 3- 3" 14 gage staple 2. Bridging to joist 2- 8d common toenoil eoch end 2-3"x0.131"noii 2- 3" 14 goge staple 3. 1" x 6" subfloor or less to eoch joist 2- 8d common face nail 4. Wider than 1" x 6" subflaor to each joist 3- 8d common face nail 5. 2" subfloor to joist or girder 2- 18d common blind ond face nail 6. Soie plate to joist or hlocking 16d at 16" o.c. typical face nail 3" x 0.131" noil at 8" o.c. 3" 14 gage stapie at 12" o.c. Sole plate to joist or blocking at braced wali panel 3- 16d per 16" braced wali panels (4)-3" x 0.131" noii per 16" (4}-3" 14 gage staple per 16'• 7. Top piate to stud 2- 16d common end noii 3- 3" x O.i31" nail 3- 3" 14 gage staple 8. Stud to sole plate 4-$d common toenail 4-3"x0.131"naii 3- 3" 14 goge staple 2- 16d camman end nai! 3-3"x0.131"noil 3- 3" 14 goge staple 9. Double Studs 16d at 24" a.c. face nail 3" x 0.131° nail at 8" o.c. 3" 14 gage stople at $" o.c. 1Q. Double top piotes 16d at 18" o.c. typicol face nail 3" x 0.131" nail at 12" o.c. 3" 14 gage staple at 12" o.c. Qoubie top plotes 8- 16d common lap splice 12 - 3" x 0.131 " n a i I 12 - 3" 14 gage staple typicol face nail lt. Blocking between joist or rafters 3- 8d common toenail to tap plate 3- 3" x 0.13i" nail 3- 3" 14 gage staple 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail 3" x 0.131" nail at &° o.c. 3" 14 gage staple a# 6" o.c. 13. Top plates, laps and intersectians 2- 16d common face naii 3-3"x0.131"nail 3- 3" 14 gage staple 14. Cantinuous header, two pieces 16d common 16" a.a along edge 15. Geiling joists to plate 3- 8d common toenail 5-3"x0.131"naii 5- 3" 14 goge staple 16. Continuous header to stud 4- 8d cammon toenoil 17, Ceiling joists, lops over partions �- 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Tabie 2308.10.4.1} 4- 3° x 0.131" nail 4- 3° 14 gage s#ople 18. Ceiling joists ta parallel rafters �-�6d common minimum, Table 230$.14.4.1 face nail (See Section 2308.t0.4.1, Table 230$.10.4.1j 4- 3" x 0.131" nail 4- 3" 14 gage staple 19. Rafter ta plate 3- 8d common #oenaii (See Sectian 23Q8.10.1, Table 2308.10.1} 3- 3" x 0.131" nail 3- 3" 14 gage staple 20. 1" diagonal brace to each stud and plate �-$� common face nail 2 - �n x a�s�� no�i 2- 3" 14 gage stapie 21. 1" x 8" sheothing to each bearing wall 2- 8d comman face nail 22. Wider than i" x 8° sheathing to 3- 8d common face noil each bearing wail 23. Built-up corner studs 16d common 24" �� 3" x 0.131" nail 16" a.c. 3" 14 gage staple �g" Q,�. 24. Bui!t-up girder and beams 24d common at 32" o.c. face nail at top and 3" x 0.131" naii at 24" o.c. bottom staggered on 3" 14 gage staple at 24" o.c. apposite sides 2- 20d common face nail at ends ond at 3- 3" x 0.139" noi{ each splice 3- 3" 14 goge staple 25. 2° plonks 16d common at each bearing 26. Coilar tie to rafter 3- 10d comman face nail 4-3"xQ.131°nail 4- 3" 14 gage staple face naii 27. Jack rafter ta hip 3- 10d common toenail 4-3"x0.131"nail 4- 3" 14 gage staple 2- 16d common faca nail � 3-3"x0.131"noii 3- 3" 14 gage staple 28. Roof rafter to 2-by ridge beom 2- 16d common toenail 3- 3" x 0,131" nail 3- 3" 14 gage stapie 2- 16d comman face noil 3-3°x0.131"nail 3- 3" 14 gage staple 29. Jaist to band joist 3- 1�d common face noil 5-3"x0.131"nail 5- 3" 14 gage staple 3Q. Ledger strip 3- 16d common face nail 4-3"x0.131"nail 4- 3" 14 gage staple 31. Wood structurQl panels and particleboord:b 1/2" and less Sd°�� (per KRM}q Subfloor, roof and wall sheathing 2 3f8" x 0.13i" nail" (to framing): 1 3�4" x 16 gage° 19/32" to 3/4" $d (per KRM)q 2 3/$" x 0.131" naiiP 2" 16 gagep 7/8" to 1" 8d� 1 1�8" to 1 1�4" lOdd or 8de Single Floor (combination subfloor- 3/4" and less 8d� (per KRM)q underlayment to framing): 7/8" ta 1" 8de 1 1/s" to 1 1j4" 1od� or 8a` 32. Panel siding (to froming) 1 f2" ar less 6df 5/8" 8df 33. Fiberbaard sheathing:9 1/2" No. 11 gage roofing nailh 6d cammon nail No. 16 gage stoplei 25f32" No. 11 gage roo�ng nailh 8d common nail No. 16 gage staple' 34. Interior paneling 1/4" 4d1 3/8" 6dk NOlES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x q.113" nails and 3" x O.i31" nails are standard $d and 10d Gun nails. a. Gommon or box nails are permitted to be used exc�ept where o#herwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches ot intermediate supports except 6 inches at supparts where spans are 48 inches or more. Fdr nailing of waad structural panel and particlebaard diaphragms and shear walls, refer to Section 2305. Nails far wall sheathing are permitted to be cammon, bax or cosing. c. Cammon or deformed shank. d. Common e. Deformed shonk. f. Corrosion-resistont siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges ond 6 inches on center ut intermediate supparts. h. Corrosion-resistant roofing nails with 7f16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and 1 3/4 inch length far 25/32-inch sheathing. i. Carrosion-resistant stoples with nominal 7%16-inch crown and 1 1/8 inch length for 1/2-inch sheathing and t 1/2 inch length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supparts. k. Panef supports as 24 inches. Casing or finish nails spaced 6 inches on pansl edges, '12 inches at intermedia#e supports. 1. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7f16 inch. n. Far roof sheathing applications, fasteners spoced at 4 inches on cen#er at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches 4t intermediote supports for roaf sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediote supports. q. Items no#ed as "per KRM" have been changed from the IBC schedule to a more restrictive requiremant. A.B. A, F. F. A.F.G. ADJ. ANCH. APPROX. ARCH. BD. B�DG. BLKG. BM. BOT. 8.0. W. BRG. CANT. �. �1. CMU CEM. c��. � CLR. COL. coiVC. GONN. CONT. CONST. C.P. C. W. D-F DBL. DET. DIAG. D WL. D WG. EA. E.J. E�EV. ENGR. EQUIP. EQUIV. EXSTG. E EXP. EXT. F.D. FDTN. FLR. FRMG. FTG. GA. GALV. GEN. G.L. GYP. HDR. HQRIZ. HSS H T. INT. INV. JST. K � � � � ♦ , ANCNOR BOLT ABOVE FlNISNED FL04R ABOVE FINISNED GRADE ADJUSTABL.E ANCF�iQR APPROXIMATELY ARCHITECT B�ARD BUILDING BLOGKING BEAM BOTTQM BOTTOM OF WALL BEARING CANTILEVER CONTR�� JOINT CONCRETE MASONRY UNIT CEMENT CEILING CENTERLINE CLEARANCE CQLUMN CONCRETE CONNECTION GQNTINUOUS CONSTRUCTION CRIPPLE POST CRIPPL.E WALL DOUGLAS FIR-LARCH D4UB�E DETAIL QIAGONAL DOWEL DRAWING EACH EXPANS►ON JOINT ELEVATION ENGINEER EQUIPMENT EQUIVALENT EXISTING EXISTING EXPANSIQN EXTERIOR �LOQR DRAIN FOUNDATION FLOOR FRAM{NG FOOTING GAUGE GALVANIZED GENERAL GLUE-LAM GYPSUM/GYPCRETE HEADER HORIZONTAL HOL�OW STEEL SECTION HEIGHT INTERIOR INVERTED JQIST KING STUD LAM, LLV LONGIT. LTWT. LV� LSL MAX. MECH. MAT'L MANUF. MIN. (N) NOM. N. W. 0. C. OPNG. QSB R PLYWD. PKT. R.4. RAD. REF. REINF. REQ'D RET. REV. R.S. SCHED. SECT. SHT. SIM. S.I. P. SPEC. SG2. STD. STI�. STRUCT. 7 TBcB 78cG T. Q. i.0. C. T.O. F. T.O. L. T.O.M. T.O. W. THRU TRANSV. TRTQ. l'S TYP. U.N.Q. VERT. V.I. F. W.F. W. P. W. W. F. WD. W W%0 LAMINATED �ONG LEG VERTICA� LONGITUQINAL LIGHTWEIGHT LAMINATED VENEER LUMBER LAMfNATED STRAND RIM MATERIAL MAXIMUM MECHANICAL MATERIA� MAt�UFACTURER MINIMUM NEW NOMINA� NORMAL WEIGMT ON CENTER OPENING ORIENTED STRAND BQARD PLATE PLYWOOD POCKET ROUGH OPENING RADIUS REFERENCE REINFORCE/REINFORCEMENT REQUIRED RETAINING REVISION ROUGN SAW�! SCHEDULE SECTION SHEET SIMI�AR STRUCTURAL INSULAI'ED PANEL SPECIFICATION SQUARE S7ANDARD STEEL S7RUCTURAL TRIMMER TOP 8c B�JTTOM TOhJGUE 8c GRaOVE TflP OF T(7P C?F CON�RETE Tt}P 0� F0071NG TOP C7F LEDGE TOP C}F MASONRY TOP C1� WALL THRDUGN TRAh1SVERSE TREATED TUBE STEEL CaLUMN TYPICAL UNLESS NaTED OTHERWISE VERTIGAL VERIFY IN FIELD w�a� ��,ar��� WATERPRC70F WELDED WIRE FABRIC W(J�D WI TH WITHOUT A�L LUMBER CONNECTQR� IN DIRECT GONTACT WITM PRESSURE-TREATED LUMBER SHAL.L NAVE A SIMPSC?N ZMAX �R HDG FINISH ANQ SHALL BE ATTACNED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CQNTAGT ENGINEER FQR ALTERNATE USE OF BARRIER MEMBRANES. CONNECTION SCNEDUL.E TOP FACE JQIST QA SIMPSON H5 - (4)-8d (4)-8d Q SIMPSON ITT3511.�a (4)-10d �z)-� �a (�}-� adX� �/2 Q SIMPSON ITT3511.8$ {INV ER T E D} (4)- 1 0 d (2}- 1 Q d (2)-�Odx1 1 j2 QQ SIMPS4N U14 - (3 4)-10dx1 �/� (6}-10dx1 �/� Q SIMPSON LUS410 - (8)-16d (6)-16d � SIMPSON �US210 - {8)-10dx1 1 j2 (4}-10d Q SIMPSOt� ITS1.81 f 11.88 (4)-10dx1 1/2 (2)-10dx1 1/2 (2}-1 Qdx1 1 f 2 Q J L4x4x1 /4xQ'-5 1 f 2 W f(4}-3/4"� THRU-BO�TS C(2} C� EA. LEG] � NOT USED - _ - - Q SIMPSON MIT3511.88-2 (4) 16d (4)-16d (2)--10dx1 1/2 Q SIMPSON LSSU210 - (1�)-��d (7}-10dx1 1 j2 Q (4)-16d TOENAILS - - - Q SIMPSON B1.81 j14 {�)-� od �s)-� od (s)-� oax� �/2 �N SIMPSON LSSU210-2 - (18}-16d {12)-10dx1 1/2 Q NoT usEa - - �P (6}-16d NAI�S - - Q SIMPSQN IUT3512 - {10)-10dx1 1 j2 (2}-10dx1 1/2 QR SIMPSON HU212-3 - (22)-16d (10)-10d Q SIMPSON HUC210-2 - {14)-TI7EN 1/4x1 3f4 (6}-10d Q J L4x4x1 f 4x0'-8 1/2 W f(2)-3 f 4"� THRU-BOLTS IN STL. BM. 8c (4)-3f4"�x6" EXP. ANCN.'s INTO CONCRETE Q(2}-SIMPSON HTS20 [{1} C7 EA. S1DE OF BM.] Wf (24)-10dx1 1/2 NAILS EA. SIDE �- \ � � a CV \ � � o� Q �d- \ � . � � Q � d- :- TYPICAL PI�UMBINGfMECHANICAL HEAQER !-JOIST 4R LVL NEADER TO MATCH DEPTN OF� FL�70R JOISTS SCALE; 1 /4" = 1'-p„ �..n 1 ���d p ������� ���� ;� e�Q°�� � �°°� � , � �r���` � � '� � � � �����« �� � :�� �° � �� �� �� � ��`���������� �,'� �',� ����' sa = �% i: . _�,._ � j aa a' ,� cy .� ' -p � °° o �r�t U <c o oa co z .�7 H c� � rn C C7Q�r�r�7 Ul � �N��rn � (j� � W J .-�,r-V. Z � ,.�y k.- � O <C �L '� cc� � � r� �... I- � c� tn J ....�... -� q) � � � �rn O � U � ��Mr � ��rn� 1fi�� � °Q oy � � �, x a �- �r �U p,��,o� � � �j O X � ,a., O - I`� Q U1 � > � :�`:. � � � � ~ � � � � � � � � � � � � � � � � � � h-1 � �� � � � � � � � � � � � � � � � F---1 � � � � � � � � � � � ., � � �....i � � � � � designed by MPS drawn by M T�1 jM WG checked by TDH IsSUed PERMIT 5 14 '�08 Sheet �o� �ogo4- o� � i� � l � �. i 1'-Q» � �,7 26'- 6" � i t 7 8'-6 1 /2>, � 100'-8" 24'-7 1 /2" �� � � i 39'-p„ � � >_3 ���„ � t� o F � a i � �� �� �� ��� I I 3 I I I � � S6 �� 3 r� L �- S7 I I �-1 I v� I I �=- I � � � — _ S6 �Q . I .� "� �� � � ��—._� __ � .�_ ._ � �_ E � � � — __ � __�iT.E� . ._._ __ ___..__. ._ __. a _ _ � _ _ �. _ _ � �v _ _ _ _._ _.__ ._ __ __ �____ � _ _�. r.o.�. �= � T.o.w. _ ���o'—a 4 � � � 3 �' � T. O. F . = 7 8 6 2' _ g � j � — — — — — — — — — — — — � � � T.�.W, = 7870'-0 � �t � � i I I to `�' , T.O.F. = 7862 -8 `� ,�-iQ � T.O.W. = 7872'-6 �'_g 3 j�." � T.O.W, =� 7870 -Q 7870'-0 I `y 3 � T.O.F. = 7866'--8 A`i' T.O.F. =�7864'-8 7.Q. SLAB �j' S6 STEP � � � � T.O. F. � I , � 5 CQNCRETE S�AB 4N 4 C�EAN T.D.W. = 7872 -6 °° ��—.� 1 �� - Gf�AVE� BASE ON UNDISTUF�BED GRADE { - T.O.F. = �866'-8 ; �� 7872'-6 � T.Q.W. = 7882' j 9 3j4 � y � OR COMPACTED STRUCTUR L FiL� PER ° � I Y T.O. SLAB ,> „ T.O.F. = 7868'�8 � �- �� � SOILS ENGINEER. REINFt�R�E SLAB _ ,_ I � � ;� I J 5 CONCRE7E SL.AB aN 4 CLEAN � � t � W1TH 6x6-W1.4xW1.4 WELDE�D WIRE T.O.W. 7872 8 r-- I I GRAVEL BASE ON UNDISTURBED GRADE `� iz� `¢,, �� A I FABRIC THROUGHt3UT. PRCIVIDE 1 T•��F• -���`�' -8 � OR COMPACTED STRUCTURAL FILL PER � .w __. tt�.. � -�----� d- -- �f�"--TOOLEO C-�3f��fiOL ��31 T-S --A�` ._.. � ..� _.v .._. _.._ .a._ � �.._ ._ .__. _ � � � __. �...... � SOILS ENGINEER. REINF4RCE SLAB . ._.. __ .�.� ....__ c� � - !> „ �_ -�'� � .. �re . � � WITH fix6-W1.4xW1.4 WELDED WIRE ; _ 1� -0 MAXIMUM SPACING �ACH WAY. N 3 � 7 1/2 � I FAgRIC THROUGHOUT. PROVIDE 1 � � � � 1 f 4" TOOLED CONTROL JC?INTS AT S7EP �` ��f� , fi.O.W. f= 7869'_q. 1 e .- I S� I I , „ 1 � T.Q.�. ¢ T.O,F. �= 7$66'-8 € Q . 4'-1 Q � /2" �, °' � "��e T.O.F. � � 15 -0 MAXIMUM SPACING EACH WAY. } � ',. ,`-1 STEP � T.C7.W. = 788� -� 3/4 =� �n Q' +� ' � T.O.F. �, `� .--- _.___ .____ � � _ T.O.F. - 7872'�1. � _ � . .,� .�.� . ._.. .� ._ �� _ _ _ �-. _ �` -----�~�-=a-~r/�" ._. � � _ ,. .� _ _ �.... �,. �. �.�,_ ._... �� � .�. ..�... in +� S6 � � � � S7 — 4 1 f 4,> � � � � � � � T.O. W. = 7876'-6 STEP � r*i � - T. Q. W. = 7878'-10 - T.O,F. = 7$68'-8 T.O.F. �- , �, - �- - I I r,, I � I T. 0. F. = 7872 -1 � I _ � � STEP � � � -- STEP � ..._ � ._._ � ._ � .� � � -�_ � i __�� � .._ � � ..,_ ..� ��..., � T. 0. F :�. � �_I T. 0. F. _ — � �� w� T.O.W. � 78733= {J � T,O.F. = 7869'T 7� � � t- � T. .W. = 78?2'-8 .- _.._ .._ .�� �7876'-6 _ ^ I � T.O.W. = 7876'-6 � � � T.Q.F. 7858 8( � � F. = 7868 -8 3 ��i' T.O. SLAB T.O.F. = 7872'-1 (� �' P � 1'-p„ 5'- 2 3 j8" STEP 7.O.F. 7 S7 i �`� �� � �}_ . I � � � j 18'-3 1 j4,� r.,, g'_g 1 f4°° S7 10 I � � � o� aa cv � ( � {° � tv I 5 r`' � �� I , � T.Q.W. = 7879'-6 STEP �` � "� __.. � �. f _ ..__ � A � _._.. I w _.._ � ..._ _ _ � S6 � �_ � � __ � � S� i� _ 7' r� T.O.F. = 7872'-1� ` T.O.F.� ao ., T.4. W, = 7881 � 3 7 f 8 � � �� r� � � � � �4 � T.O,F. = 7869 7 ,� �� („ o0 1 Q'-8» � 1 �,_8•, � ``� 13'-3 1/2" 8 $ .- � � 2 °' ( � � � � � °—g �/�" , � 7��0'-0 ' � �>, �>, �r.o.w, = 7�7� —3 a �� � , (LI a�: �>r � �SLAS I I � I 1 � � ( .. � � ' I .- V T.O.�. = 7876 -2 ,,�-t � I � ! � i I 7872'-6 � INDICATES STONE 7879'-6 I ( � � � `- I I I T.O.W. = 7875'-10 11 1/2" T.O, SLAB ( � VENEER ABOVE, TYP. T.O. S�AB I I � � �? 8'-6 1 /2" T.O.F. = 7869'-7 ( :¢ } ( _ � �, „ � � s � 10 10 � T.O.W. = 7879'-6 <- S6 T.O. W. = 7882 3 3/4 BM. PKT. � I T.Q,W. = 7890'-8 T.O.W. = 7878'-10 cv d T.O.F. = 7876'-2 � � T.t?.F, = 7869 €7 � 1 I2 3f4" I I I T.O�F. = 7876'-1 � T.O.F. = 7g72'-1 ��� � �, STEP T.O.F. � T.O.W. = i889'-4 = >_ � ;' — `' .— — ___._ ,.�,. ( ,� � � T. Q. W. 7890 8 ...-� _ _ _ _ _ � cv _ � _ � T.O.F. = 7876'-1 T.O.F. = 7876'-1 � '�s-_- C� � _____. f --� � `°` .� ._.w. ._. �... � � � — � � — ____ � _____ _____ � � � `� 18'-2 1/2" � 3'-3 1/2„ N Q� � � � _� � � _ � �, `� ^ .,�-1 6 T.O.W. = 7886'-6 4'-O,r 7,_��, 5�_�„ 4,_Q,> �, �» � �t- , ¢ � I 2 3/4" T.fl.F. = 7876'-2 °' �r.o.w. = 7���'—� �/4 � _ , 7��s —s , ss srt�� � , �n � T.O. SLAB i _ T.O.F. = 78i6 -8 T.O.W. = 78$4'-9 3/4 __L_ _ 'n ___._ ir� ic� T.O,W. _� 7894'-8 T.O.F. � S� T.O.F. = 7869'-7 7876'-6 � d- i q T.O.F. = 7879'-1 � .�., ..._ � � .�...� ,_. � _._. ._. ._..I T.O. S�AB "_ � � � ._. ._ I T.O. W. = 7893'-4 3 j8 � 8" �,� � � _ _ /, T.(7,F. = 7879'-1 � �'-7 1/2"� � � I � � � �� _ _ � T,O.W. = 7894'-0 > >, 2 —z :- ' N ' "� 7 STEP T.O,L. = 7893,-3 3�4 � 18'-2 1/2„ �» �__--- � _ _ J � � a ( � � � � T.O.F, = 7879 -1 ' � y � � � S6� °---�-�. --- -r�- �' r p p � � �U - � 00 1 � ,rjfx .�?� STEP �� I �, 3" 5'-6 1/2" ti — I —j —(� � _� T. 0. F. I I � 5» `t � � I :� �. g � � ._. _. a._. _.._ _._. .._ _ _._ --�- S7 � � T.O.W. = 788 '-9 3/4 .� ___.-_.�� .�._ m � � ��_ � .,._.i 2'-8 3f4" � � � � �� 3, �sx �,_Q,> T.O.F. = 787 '-1 -l4 � � 7 T.O.W. = i894'-8 � � $ � ��s � � � , ,. , » 56 � ° � 10„ 3,_Q>, � � ( �� T.O.F. = 7879'-1 � � � � 3 0 3-0 � - - - T.O.W. = 7883'-9T g ''� 3 -0 > „ � � � � � T.O.F. = 7876'-1 10" T.Q.W. = 7893'-3 3/4 �g � �°' T.O.W. = 7892'-6 � T.O,F. = 7879'-1 g � � ; 3'-0" 3,-0" T.C?.F. = 78i9'-1 ,�-l� � � _ ,_ a B � 10„ N T. Q. W. 7888 6 �� � � S7 T.O.F. = 7876 -1 t- , 1 �-Q„ � : � �,`�„ � � 4'-4 5 j8" 6'-7 3 j8>, 24'- STQNE VENEER ANG�E SUPPORT HEIGNT aF ANGLE EXPANSION VENEER SIZE ANCHORS UP Tt� 8' 4x4x1 /4 5/8"� x 4" Q 24" 8' 1'Q 14' 4x4x1 /4 5/8"S� x 4" C� 16" 14' T� 2Q' 4x4x5 f 16 3 j4" � x 4" C� 24„ 20' TO 26' 4x4x5/16 3/4"� x 4" Q 16" N OTES: 1. THIS SGNEDU�E IS FOR NON-BATTERED STQNE VENEER WITH A MAXIMUM THICKNESS OF 6". CONTACT ENGINEER ��R OTHER Ct�NDITIONS. 2. LOCATE ONE EXPANSION ANCNOR AT 6" FROM ENDS �F ANGLES ANQ Mlhl. 2 ANGHORS PER SEGMENT. 3. ANGLES MUST BE OftfENTED AS SHOWN. 4'-7 3/8" � 4'-4 5%8,• 11'-8" 24'-2„ 100'-g„ � ��,._._.,� �OUNDATIC�RI PLAN 12'-6" 5f8" 10 5 9'-2 3f4" 11'-0„ �°�...__.�' NC�RTH SCALE: 1 /4" = 1'-0" ,�� PLAN NOTES �t- ��. 1. EL.EVATI4NS 4F CONCRETE FOUNDATION E�EMENTS iNDICATED ON PLAN THUS: .- r�- T,O.W.=TOP OF C�NCRETE WAL� T.O.F.=TQP OF CONCRETE FOOTiNG T.O.L.=TQP OF CONCRETE LEDGE - 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADE4UATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGfNEER IF QVEREXCAVATION !S REQUIRED. 4" �. 3. 5l'EPS IN TOP OF CONCRETE WALL IND(CATED: \ '�`� 4. CONTINU{�US CONCRETE F(JOTINGS ARE CENTERED NEATH CONCRETE FOUNDATION WALLS UN�ESS NOTED �`' OTHERWISE, --�--- 5. CONCRETE FOUNDATI�N WA�LS ARE 8" TNICK AND CONTINUOUS FOOTINGS ARE 8" THiCK x 16'j WIDE UN�ESS N4TED QTMERWISE. 6, A�L QPENINGS AND STEPS IN C4NGRETE WAL�S SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. 7. DO NOT SCALE DRAWINGS. � T.O.W. - 7892'-0 T.O.F. � 7879'-1 � i 11'-�1'� 23>-0'� � 11'-11" � SPREAD F�OTING SCHEDULE TYPE SIZE REINFORCING � 2'-Q x 2'-4 x 1'-q (3)-�5's x 1'-fi EA. WAY B 2'-6 x 2'-6 x 1'-Q (3}-�5's x 2'-4 EA. WAY C 3'-0 x 3'-0 x 1'-0 (4}-#5's x 2'-6 EA. WAY D 3'-6 x 3'-6 x 1'-0 (4)-#5's x 3'-0 EA. WAY �,��„ � STEP ;o� 7.O.F. ,.� c� � � . � � ry \ � I � w � � � I i � � � _ � � � �_ � � � � � �- cr, \ r� I � � �a- � T.O.W. = 7�94'-8 T.O.L. = 7893'-4 3j8 T.Q.F. = 7$79'-1 � � � .� 0 . � � .. � �� �;..,„�., ,,;�`�-, � , �`� � ; �,� `�; � � r 2,��,�,� � 'a� �,Y� 3 � �.,. '� � g� �;�� � �� � s c�.,.,. �_�. t> �� �. �e �.�` �.,�4` .fl �? #q . � � J��� �•�;� `�`7 �� ���� �� � � . °�� � �k°���4�_, �,��� e � �, �'�"'"= `"' � {� ��. �� F e , e . € `f Fl l. ;. � ? OG � Q c� '� .-- � � °° o ¢ � � ¢ o 00 00 z � � � rn a� � o� �� z U} � �c�v�rnrn �'" � � � � ,-.,-. z � Mf=�oa � �v c�o���::: J � � Z �' � � � � r � �c�arn� M�'` `� � a� o� � �, xp�r�r �� p�rnrn i m_jOX � .,�, C) — r� <t � d.>�� � � � � ~ � � � � � � � � � � � � W �,. � � � �� CS'� F-1 � � � � � F-�-�1 � � � � � � ., � � � h-•i � � � � � � � � � � -r � ., � � E..., � � � � � designed by MPS drawn by M TN /M UVG checked by TDH ISSUBC� PERMIT 5 14f08 Si18�t JOB #C�8a4— C�3 {z}-� 3 f 4x11 �/� �vt {tJNpER STONE VENEEF � �_ __ __ � � ______ ___ � `�..�--'. � � � � � � � � � � � � � � CONT. NAILS � (1)�LE � �f � f ! � i� ��1 � � f � I � �`��� � � 1, 4��.. _.�` � I � � i � f � �AIN ' � i �..J I I � F�LQOR � ♦ - 1 M-j 1� ( ! � � a � � SCA�E: 1 /4" = 1'—�" 1. (NTERIOR WOOQ STUD BEARING WA�I�S ARE WDICATED ON PLAN TNUS: 2. Pf3STS BELC?W (ORIGINATING FRQM THIS LEVE�. OR ABOVE) ARE IND(CATED: NON-CONTINUOUS PQSTS FROM ABOVE ARE INDICATEQ: � SINGLE STUD TRIMMERS TNAT DO NOT REQUIRE BI.00KING BE�OW ARE INDICATEQ: 1 3. ALL CO�UMNS ARE L.ABELED AT THE T4P. 4. F�dOR SHEATHlNG IS 3/4" TGN�UE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. (SHEATHING IS 1 1/8" Q GARAGE FLOOR FRAMING.) 5. {XXX'-XX") INDICATES TOP OF STEEL BEAM E�EVATI�N. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UN�ESS NOTED {DR4PPED}. 6. "�i" iNDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BGI f000 1.7 @G 16" 4.C., TYPICAL, UN�ESS N4TED OTHERWlSE. �- �� � I �-� � 3 I � � I � � 1 I I 1� � Sl'S, 7YFa. � �, �� �, ��� t�x��� �`�� ,. � ���? � � ` �'� �'� � � f a�i � ' € 9�g � �� ,r� � �'�� ���` �' �' +`� h y . �.„� .a Ug � � � sa �� E t ��' �`},�� `� °�`"`h.'�� u� �,q . t� ''' � �°�$ �� �: �� °�°�� �*,.,� �� a` ��� »��°��� �-�'��������' � ,a���,,.�'�� , ; .r �,, r' if � ^�r `',,,v,,.; � j � � ,4 tV � � � � � O �d z � � ��� � Q zt�K? O � � (J} � �,,,? N � 07 C� ~ � � � J •--.i--.. � � � r ~ O Q `� �� ��F—M1Ii �-- � t0 tTJ _I �✓� J � � � � � � � d Qa � � M 1`I`�� cCT C� � � � � � � � � �� OQCS�rn � � .--�.�,—. � � � �a X _,_, O — r� a U} a.. > � � � � � � M� � � � � � � �j'''""� �...r/ � � � �(�-�-'�j r"'""1 � � � � � � F'"'�'� �"'�'i � � � � � �( ' � *...r� �.t `� � V �'•- � � � � � � �� �� F� "i � � � � � � "9 /�1 � � � � � � � � � � designed by MPS drawn by M TN /M WG check�d by TDH issued PERMIT 5/14 08 S�i��t J(JB #C}8(�4- 03 � � � �, , ( � � � � �; r`�� � l � t �� �� i�� � ; ��...��' �..�' ��' `��' ��.�' ° � � � , � ` � � ; I _ � ' 4 � � � I � ' � � � � ; � ! �„ �„ � � � i I � ( i y`' ��' � I i I ! I ! j j � ,��`1' ,��`�' � ; � � ( 2x12 STRUCTURAL SUB-FASCIA ,,�, � ,f„ � c� � c� TO BE CONTINU4US WHERE �ti, .,��, i +� �+ �, +� �+ � � i � INDICATED, TYP. � 'v j ��, � , � J�±Q /�, �,�` � � ^,,� ��� � f�2-)\ `y �-�,� "� �, `l' �-�.� `i'`�' � i '� +`� '� ,.�,.`� � E .�+ , �... � �.,. �-�� � i , �`� ,�` +�o �+`O ,�` I � � � � 6 � , E —� � ! '� � i = ��`�-'� �'�.�� '�� �'4 `����i'�� ,`�+� ' �x�2 �ooKauTS c� z4", T��. -;-�-�- � � i � � � � i I� � � _----�-_ ____ �J`� I ( �, �, � � ��.�, �. �,. � ��-� � _�;_ '� ' ' ti � � � � � � � � � �.... _.. � i � 4 � 3 - x1 Q � ' � � � __ ___,_,.__,� +� ...� � � _... _... � _. _,_ __ ..� � _.._ � ...._ �+ _._ .._. `�+ _._ � .__ �� __- � f� � � _.._ ._ �... ,� . _.i . , � � � � � � � � � � � ( p 5 j j .._. � � ___—__ _._._ _ __ _____r ', ----i � �+ � � — _ — � � � � f 1 � 1 � , _. .s,, � __. } ..._. �. � _,_ �� 1 f � ._ .� �. .._ .� � ._._. .__ �. _.. __ . _. .._ ._._�... .._ � � � � 3 - 2x10 ..� � � � _._. .� ._. � i 1 � s• = I � , � � �, i r- , �� �-� ---- d � . . � _._ �� ? �v � LQ �YP. � � _ . . � � � � � � � ( � C. W. ( N � � �_ ____._._� ' C. W. ' f� ,,�,� ` --�- .C� � � I EXiERIOR HEADERS ARE: ��! ��+ I � � 1 1/8x11 7/8 OSB RIM C� FLQOR � �� � � � 1( � EXTERIGR NEADERS ARE: -� � ! f- �y �, � ; -- PERIMETER INDICATED THUS, U.N.O. i� �� �� '�. � K TYP. 3-2x1fl's W 1 2x6 , � � , � { �- � c. � I e , ��% ..��.I c. . { ) I ( )- (3)-2x1 Q s W� (1 }-2x6 ; � -�- -1 --. � TRIMMER AND 1-2x6 l � � �+ r i � � x� � �,� ---- r' I I �� �' Q � I ; `� �-�L� � _ j �L+ ' i �' � � � � � TRIMMER AND (1)-2x6 �) •' ti. � `L N� I x � � 141NG S UD EA. SIDE, TYP. KING STUD EA. SIDE TYP. — -? � i � N �'' �-. i __ �- ���� i � � , ! t � I i { �� ��o � � cv � � ��� S8 cv �`�1� UNLESS NOTED GTHERWISE UNLESS N4TED OTNERWISE �� � I ry ` ? _ ---__ _ _ � ^ � � > `L ''� � _..--..--� a'_ i + cv � � � `- ---- � i € i � " 1 �; j � � I �' � � c�Q �-�' � �, i � � � X �'+� ;' �,�1��' X I � � � � (� 4 { � � ' ( � "� GJ � '�A _ ______ -}-� � j j� � � .—. t"- � �.,� � � � � a { �—/ i �R I � , t� �O Dc�' � 7 cp � ��' Q ' � .--, M � ( C ? � ' " ' ' ��`� � 2x12 �44KOUTS � 24", TYP. � i,� �'� � `�' � � � � ;�, j�.^��'' ��, � ; ; ; w �� z x �� (��aPP��} � ��-YP. � � ,� � s� _ ���.. � � � , 1 � � ' ` ......,_ ......,. ...... �� � ! J ! � f � � 1 1 J .L 1 ._.a.... .,..� �.. (� ...._ �� (� .. _.._... [� .� �_... .�_ �.... ...�_ � ...�.. , _,._..�._. m. .�� 6 e.w �.� � `V _,.�„`V `CJ t �' i . �...» LJ /`t � � .� .�. ; _.._. _ _. ° � �, � � � P _..� �. .� .�. � �' ...,...� � � � �.� � !� r� W . � � � . �/ � � � � � � � r � { i ( � r � � � .._.. � i g ` � I � (3} � 1 3�4�1� LV� (FL�USH (� OT.) QB #TYP.� G� TYP. Q RAFTER; & ��`L �y'� �,�,�' �,'�" , � � w �o x �a (D�a��E�) � � , � � � � � I14 � � � t � # � � , � � LO�KflUT SRG. � � 7892'-6 � I � � � � � ( � I ¢ � ; ,� �� ��g � } �CO�I�f. 2�12 �EDG R W I � � �� � � � X � � � {3), `16d NAI�� @ 16" .G � 1 ; ' E-i (- m -1 f� Y T.Q. PLYWD. �Q TYP., i � ,� (" "� � � I � �, � n � � sc � LE c� �.o� scR W R ! ��, � I � i I� � i � i l r � x � � �� �. �. _� _ �. ..� . �' � � � �.� .�,. _.,_ � ._.. _._I ._._. � "? � _� ..�....`� 3�� _ � ,a_ ..��. �j +� _.._ _._ ! � __ ...". �._ � CQNT�2x12 LEDGER W�._(�-16d �_.�..__._., __. _.... _ � _ .__ ._._. �_ �� I � A����� � `- �� ' I i � � � I i � -4.�` ` NAI�S & 1 -LEDGERLOK SCREW 13 ��������������������� �� � � � a ' i,�-. � ; � s � 5� I I °� I I(� Q I I C� 16" 0. C. .._„ma.�_.�.__. � w.... � � � � ,�,`� I i �I I I I �I I � . . . � �7 CONT. � x12 L DGER W/ � � u � � W 141 26 (78 4-3 3/ ) � T �� �3 sr (3)-16 NAIL. 8c (1� C.W. � � � � �' � � I I-� i I -F 1 - ` -.- ` - _ ` � e..- ..... .� �t � � ._. ..�.. ._ ._.._ � C .�.� I i � � 1 +4' �(2)-1 3/4x +6' 2-1 3 4x ++6' � 16" t�. . �KQ T'YP. � ^, �. � 3 � � � .�� � � I � � I I x� � 11 7 8 LVL 14 LVL `' ` � ��� �� � - , ; s� -- � , ,, , � ° ' � ,, , ,t +� a P � �. .� � � � � � � �ti � 2x12 5TRl7CTURAL 9UB-FASCIA �+� , i' �� I I 1 I ^a T4 BE CON1iNU0US WHERE �+ 789 -6 �., 2 I I C.W. �� E �(� C.W. � �) > INDICATED, TYP. � � I T.O. PLY D. cf, �� BQ TYP� � } I I I I (( ( I � � I �' �t3 ( � ,�.� fi � � °�° {�G 1 -1, 4 11 8 VL �f �K TYP. � � -' ``+ ���'+ i � � � �° ._._. _._ _._,. -.-m- ' [ N ��� g, �YP. W 16 x 40 '(7 99' 9 3�4)„°�G , H �a � PLY� 1N�Q . r.. �. � �,�. 1 1 8X1 USB RIM t� GARAGE � 1 3 j4x11 7/8 �VL s � � O � � �, °� � , ,> , r f � X 1 3 j4x14 LVL s t� 16 a.C. x � Ca? 12 � 0. C. " + `�+� � — — — ~` r i � n � .f-, 1 I � � \� � � I 1 �� > � oa �oi Ts � ���' YC'� I � I-� M � Q TYP � + � , �- � � t� I EP AC J � -�' �, 1 � � `Y D� � 789 '-7 � 4" NOM.� CONC. REINF'. I z � � aa � �o� � � I E � T,fl, PLY D. I Wf 6x61W1.4xW1.4 WWF � e� PRO IDE SOL D B TYP. r�`'. �' � , � OJ ` E� CJN WAT RPRQOF MEMBRA E PER ARCH. ON 1 1 8" 7c3cG ` BLK . @ 12" �1)- 3/�x11 7/8 LVL `� �- 790 '-0 ��- � °�,,,° � � _ a � C}.C. UN ER C �� � T.O. P�Y D. �� � rn ^l �+ � J B T P, +�` STURDIF�OOR C� GARAGE x- , I ' ST4 E NE R +6� `� �"7 t- � �..`�' � 789Q'-6 �- � �`L �L � I � S EP T.O. C.W. � i �.I. x � T.O. PLYWD. ^� �' � ��+ � I � P, YW . � :. � � � � � � � J� � YP. � H{� � 4 � � 2-1 3%4 � �° �" `SISTEFZ� C7�s 1"0�°LVC �` ,� ..��o r W 10 3Q {78 4'- 3 j�} fo � � � � T T. �" °" � + °� ~-~ ~- N� : R-A�GE FL-09 -..- .�... � Jt}lSTS W(3} RQWS QF + S EP Q. 6 D 4PPED JOISTS 0 BE � �'� � � �`' O TYP. � rL � ) 16d NAIL @ 12" Q.C. ¢ 'h�f �a1 � �' � � LYW . �� DISCON'�INUdUS QVER � �j 2x 0's Q� 12' 4.C. I � � 4� � �"f'-�- � � � � INTERIOf�t BEARING WALL � � � ° �j � 7 � W 10 x 39 (7 98' 11 3./8) � � � .� � � � } �J�.2„�..�, � _._. ._ � � �. ;�_ ----{ � � � � C TYP. ' � - ..�, T' � .._ � .� _. � y � � _ ..._ � � _ � .�.`� ..}.`� _y., L . G _ — �' `� — v — J �' \ C. W� � �'�` Q ��' `�-f'6' � _ _ .� � �... --�a . i�s-- � 3 -��� { G — . � _ _ _ _.... _ _ s� 3, � ,� �-- _ � ..�.�_. � _ �. _ C � CANT. JOISTS NOTE: ALIGN LVL BM. s- � T. P YWd �� { � � ' ' � UNQER WINDOW TRIMMERS �'— -- ,--, 3 -2x12 ..-, 3 -2x12 ,-. � B TY �� ��� � � � � � �,.. ! ..._ N01�" •. P V (�}�x1� K � �� ._m_._ �r- �._. _.�._�. � _.. � .� ��. .� ._ � ._._ �. _... P. -wi.Q1�.7S _R�I��r �., � � .�. � �.. ._.� .� �... BETWEEN RAF ERS UNDER STONE � .- a, � � BTWN. JOISTS C�7 16" I Q YP. � 7894'-0 � VENEER. FAST N B�.KG. W/ ��-�..rO x� x� x� �c3�\ O.C. UNQER C.W. - �CC7NC. � � _... � 3��16si L�.�I.�._ E8. E.�lD..._iYP,__� : � i � o ao � d' .� a5 r� � .�._, �.. ..� � � ..w � �. ,.� �.�.. _. ._, _. m_.., ..� .�.. �.. ._._. .� .� .�. - � 7 C4NT. 1 3/4x11 7/8 LVL Ct7NT. L4x4x1 /4 (pROPPEQ} � � E 8 x 14 C I � i LEDGER W/ 3/4�"�x6" EXP. LE(�GER W% 3 j4"�x6" EXP. �� j � I i I I I I ( ANCH.'s C� 16" p.C. ANCH.'s C�? 36" O.G P I S6 (STAGGERED) { � �+� Q�c�� � � � � � �\�� � � I I I I I I I i ! i I I I I I I 9 ! � � � � � � �� � � % � �� � 4 � � 1 ``-� NORTH lJ 1�" � ER �L��� L� VFV R��� �� ��� ��� r" ��� SCALE: 1 4„ _ �,_�>, P�.AN NOTES: 1. INTERIQR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS; 2. POSTS BE�OW (ORIGINATING FROM THiS LEVE� OR ABOVE) ARE INDICATEQ: NON-CONTINUOUS POSTS FR�M ABOVE ARE INDIGATED: � SING�E STUD TRIMMERS TNAT DQ NOT REQUIRE B�OCKING BELOW ARE INDICATED: 1 3. ALL C�LUMNS ARE LABELED AT THE TOP. 4. FLOOR SHEATHING IS 3f4" TONGUE ANC} GRQOVE APA STURDIFLQOR, E?CP.1, SPAN RATING 24 O.C. {SHEATHlNG IS 1 1/8" @ GARAGE FLOOR FRAMING.) 5, (XXX'-XX"} INDICATES TOP OF STEEL BEAM ELEVA710N. WOOD BEAMS AT THIS �EVEL, EXCEPT NEADERS, ARE FLUSH WITH F�OOR JOISTS UNLESS NOTEQ (DROPPED). 6. "�" INDICATES GONNECTION TYPE - REF. S1 FOR SCHEQULE, 7. ALL FLOOR JOISTS AftE 11 7 j8" BCI 6000 1.7 � 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. ROQF SHEATNING IS 5/8" APA RATED SHEATHING, EXP.1, SPAM RATING 40f24. 9. AL� ROOF RAFTERS ARE: 2x12's C�? 24", TYPfCAL> UNLESS NOTED OTHERWISE. 10. T=WIND�W TRIMMER K=KING STUD � v�� ���� �-e �� �re�� � � ��{F x� 5 } �"�}� r3` Q�. � ��� . .����� � � � ��r ��� ���'�� �� � � � �� � { � =' ,�--,, � � � � ; � +¢ ��;�� � �� � � ���`� ��c:. � �"°; � �'� � �i�ec�'�� �* r , � °``��������'� : � �� � �' , ,�,, � , t., � � � �' Q �, •� .- � � °0od�- Z � � ��� � fl �� °�r,r. � � ���wrn � �, � W J .-.,-. z � "��F-o�.�t r •� ��_�� � � cs� cn � �.,�.._.. J � ,� Z �' �3 v N��� c� ���,�, �fi�� � cc> a7 .— L ��t�� � �, x p �r �d- �� ���� ^� /"\/^\ � L _j O X ,,, c� — t`� zC � a: > °.�' ti: � F� � � � � � � � � F� � � � � � �r, ^ � � � � � � M � � � � � F-1 � � � � � � � � ^ � � H � � � � � � � �`"'�-� F� � � � � � �_� E..., � � � � � designed by MPS drawn by M TN %M WG checked by TDH issued PERMIT 5� 4 f a8 sheet J4B #08Q4— (J3 I �� � � i1 � ___. .� N „'� _" (�` � � \J � � � E _ �. � __ �X� z s�uc, TO BE GON71 � INDECATEp, T ( "�� �� � .� � I � � i �Q � . � � � � � � i s E � � i � � ��� I i � � f � f+ / � % ' � \ � � � � � � � � 1 �' 1 PLAN NC}TES: 1. INTERIt�R WQOD STUD BEARlNG WA�LS ARE INDICATED ON P�AN THUS: 2. POSTS BELOW ARE INDICATED: NON—CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INQICATED: � SINGLE STUQ TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: / 3. ALL COLUMNS ARE LABELED AT THE TOP. 4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40f20. 5. "�} " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 6. ROOF BEAMS, EXGEPT HEADERS, ARE FLUSN FRAMED UNLESS NOTED AS (DROPPED). 7. ALL ROOF RAFTERS ARE: 2x12's C�} 24", TYP(CAL, UNLESS NOTEQ OTHERWISE. 8. C��� 1NDICATES ROOF �VERFRAME. 9. T=WINDOW TRIMMER K=KING STUD � �� � tiY � � � � 1 ��� l �`--r'' � � ! E � E � �•i SCA�E: 1 /4" = 1'-0" 4 •� �.J � � � � �� � � � # � � � � � i � � � __._ a.... � �. .�... � � � � � � � _a_.. ___. � �� � .� � � �... ..._. � , �� � ' r °� � : 32 �� ; �, �. � �� '�'' ��..�m a� sa"� my k` �".'� �� � '���, �t�;.�'�*��a A�°� �'i� �''�� � �s � '�" ��.�i3 ��� ��� �„� � g � �.�t�.7�� � �3..'�5i � f� � E�...�#� ` _ � a� ��' � ��� � ��� ����������� °s`�'�'������ ' � , ..�.- i �`z �. k �. ... � '� � � ,� N � � � �"r � O d- U� Q O OQ Od � � � �rnrn � p �M ���� U} � �rv�rnrn �" � � � � ,-.r. z � '�E-i'a¢ '� '� cC��►_r��,_ E— � cU iJ7 J �..�,� J � � � � 4� z Q � � � � � � � � � CO 6� .— M�� � � C33 (.� � � � xp°�rn � � .-�..-�. ��cax a.; O — t�• ¢ � Q.>�� � � � � �" � ; W� '�`"� � � � � � � � � � � � � W �,. � E--� ,,� � � � � �� op � � H � � C� � � � ^ � � � � � � � � � � � � � � � � � � � � E...� � � � � � designed by �P� drawn by MTN/MWG ehecked by TDH issued PERMIT 5 14 f U8 sheet �a� �a�a�--o� 1/2" � x 1 Q't A.B.'s (�? 48" O.C. IN CONT. TREA7ED 2x10 � 5" CONC. S�AB PER PLAN RIPPED TO MATCH FDTN. WA�� . �, 7876'-6 7876'-6 � �` T.O. SLAB� a. _. �� � T.O.W. tl. �a a i1. 4 .� L�'� G'�!) , �\s�'����r���i . d a: #5's ca� 16" O. C. H ORI Z. ,�r��� ° EA. FACE �'�!��� � d � z„ �„ z � � � a �5 D WLS x � �a . @ 24" O.C., 16,> EA. FACE �. d 1/2" EXP. MAT'L, TYP. A" 5» C4NG. SLAB PER PLAN #5's Q 16" 0. �. TRAN SV. 7872'-6__ ,�. ° ° ° T.O. S�AB ��- ,� �7872'-1 d ° � �° � �'I` T, 0. F. -- ` Q . . . .d ----�,_ a � q , � ca ��/��>/��/�/`/ I d ' d `fj l//\'%f�/i � ; f�����,. '0 .Q .d . ' � ' . ��j��//; � {4)-#5's GONT, LQNGIT. �p" 11 1 j2" �Q" v � z,_� � /�r, 10 SCA�E: 3 j4" = 1'-p„ SEE WALL SECTiON FGR REINF. C(?UNTERFORT WALL 2,, . 2,. � , ;� # o n 4 .. (4)-#5's DW�'s IN 2 ROWS C� END OF COUNTERFORT �SEE PLAN T.O. W. (2)-#5's C4NT, ---�' HORIZ. TOP & BOT., r TYP. EA. WAY EA. FACE �,� SFF Pt AN � � � � II I CONC. COUNTERFQRT �t � ( �1��..���........�� II I �5's t� 16" O.C. EA. � � � WAY � EA. FACE fN � COUNTERFORT � � ' ROWS 5@ N�D QFN 2 ���.�....,._. �,... COUNTERFQRT � � � � � � (4)-#5 DW�S x cfl f � � C� ENC� t3F � � I I GOUNTERFORT �' rt � � � � � �Iw 2�-6 � I � i ���� �) #5 DWLS x a ���� �� C�? 16" a.C. � ���� �� -i ��-- ..... .,... _.. ..,..�-�- 2'-0 ���� �� il II #5's @ 12" O.C. EA. ( � ( � WAY @ TOP � ( ( I � I � ��� ����� ( J 11 II � SEE PLAN (� I� ...,. � i.I.. P�AN � � j'�' "" ""� T.4. F. � �+ o- , a c� � �° � � ' °� . �� c .o � � . � � � .. :� P. b � � a p o: � � PERIMETER DRAIN PER ;,� SOILS ENGlNEER VERIFY LOCATION IN FIEL.D � TYPICAL COUNTERFORT REiNFaRCiNG 3'-0 {2}-�5 DWLS x a � 12" 0. C. � A�.T. LEGS FfJUNDATION WALL � SEE PLAN � T.O. W. �. � . 4 � � .� �.,. �. .� � �. .... ( � �a D _ �� � ._ ,._ � ,}._ .� � ��_..,,_..F,.........,� � � ' p . � � � ( � .._...�....�`: r.�� "'. � � a � � � ' � a. , 2 -0 �....�,._.,.....�..� � (2)-�5 DWLS x ra ( .... ( t� 12" 0. C. � A�T. LEGS `v � � � ���� � � a � � ������ � � I ( i b SECT ON FQR 2x6 STUDS Q 16" O.C. W/ 1 /2" PLYWD. OR C7SB SNEATHING 1%2" �k x 10" A. B.'s C� 48" 0. C. IN CaNT. TREATED 2x10 �j' RIPPED TO MATCH FDTN. WAL� ,E, 7893'-3 3/4 T.O. W. a a _. #5's VERT. @ 16" O.C. #5 D WLS x � CQ ---�� t� 16" 4.G. �ry � a" {2}-#5's CQNT. HORIZ.— TOP 8c BQT. #5's TRANSV. C�} 16" O.C. 7879'-1 T.O.F. ° o �, � PERiMETER DRAfN PER SiJILS ENGINEER (1)-#4 CONT. SEE P�AN T.o. SLAB SEE PL.AN T.O. W. 1/2" � x 1 Q" A. B.'s t� 48» O.C. IN C(JNT. TREATED �(' � � ( � �� REWFORGING �5 DWLS x � -�-� -- a t� 16" 0. C. �—�`�''. _ ,_•�,� ..._ ,� .� �,�. p ,� �„ � � � � „ , (2)–��'� caN-r. �touiz. — �� �� � 1/2 EXP. MAT L, TYP. TOP & BOT. �� �� . !� `--�-�- '� 5" CONC. SLAB PER PLAN p #5's TRANSV. t� 16" Q,C. �! �� SEE PLAN b. T. �. S�AB SEE P�AN __�.____..�i_ ,�. . . r' T.O. �. ° . P ( . n. � � � .. o a ' �, �%a�,%,, �j `� �6 6 _ � � ' � . � � . ,D . �ff\�fJ�I\/� r • ' p �/\�j � . a � \/ PERIMETER DRAIN PER #5's C�? 16" EA. WAY SOILS ENGINEER C� BOT. SCA�E: 3/4„ _ ' ,i�,> __ _( .`. __._1 1 1/2" LTWT. CQNC., TYP. � � —._.. � — 7893'-6 T.O. PLYWD� �B TYP. �,��a , .a ///�//l�/ ���� �da 11 7/8" I-JOISTS PER PLAN b d a 789Q'-6 a T.O. PLYWD. a ' � a a a_ 11 7 j8" 1-JOISTS PER P�A(�I I-JOIST BLKG. PANELS Q 24" iN FIRST JOIST ° SPACE Wf (5)-8d NAlLS ° INTO EA. PANEL, TYP. a� TREATED 2x12 LEDGER DRIVE-PINNED Wf (2)-16d ,. NAILS C�? 16" O.C. 4" 4" $ #5's GONT. HORIZ. C� 16" O.C. 1 f2" EXP. MAT'L, TYP. a 5" CONC. SLAB PER PLAN a:° 7879'-6 � � � a 4 d � T.O. SLAB d a i R , � . Q . �/� ���i��i�� y � ,� d • ������{5)-#5 s CONT. �ONGlT. ° . Q� r��i c� 8,� g,� �» -� � � CONC. SLAB PER PLAN 2xa� aR 2Xs STUD BRG. WAL� CONT. TREATED 2x6 � W/ 16d DRIVE PINS C� 16" O.C. (IF HEATED SLAB, GLUE R TQ CONCRETE) 2x6 STUDS C� 16" O.C. --�-..� W/ 1 j2" PLYWD. OR OSB SHEATHING 1/2" � x 1 Q" A.B.'s � 48" �' O.C. IN CONT. TREATED 2x6 R � 7894'-8 T. Q. W. STONE VENEER PER ARCH. , �\����� � 7893 -4 3/8 T.O. L. CONT. � PER SCHEDULE� SEE SHEET S2 #4's VERT.x4'-0 (� 16" O.C-- (2)-�4's C4NT. HORIZ ' �5's VERT. C� 16" O.C.—°° 2'-0" #5 DWLS x �' ---�.,,\1` 1►� � C�16"O.C.� � ��� . SCALE: 3/4" = 1'-Q" (�)-��'s CONT. NORIZ.— TQP & BOT. #5's TRANSV. � 16" O.C. 2'-� 7879'-1 -#4 D WLS. x p T. 0. F. C� 16" O.C. � N � �j `�; 4" NOM. CONC. REfNF. W/ 6x6 W1.4xW1.4 � WWF ON WATERPRQOF MEMBRANE PER ARCH. ON 1 1/8" T&G STURDIFLflOR C�? GARAGE PERIMETER DRAIN PER r SOI�S ENGINEER . a � , , � i— SQLlD BLKG. BTWN. JOISTS � BRG. _I � 1 �JOISTS PER PLAN TREATED R DRIVE-PINhJED TJ L �,� 4�; � LEDGER PER PLAN #5's CONT. HORIZ. Q 16" d.G. a d #5s VERT. � 16" O.G. °e 1 /2" EXP. MAT'L, TYP. �° 5„ GONC. S�AB PER PLAN °. SEE PLAN N a : �. ° T.Q. SLAB 4 • • 4 \� \,�\�,��� ° :� a . i��i��� °� (5)-#5's GONT. L.ONGIT. Q � °' /�% � 8» 8» 8" � � M 2'-p„ SCALE: 3/4" = 1'-�" � ,. �._. ..... � _ ..,, � _ ... , 1 f 2" � 10» IN CONT. E � T. Q. W. ,� ►= � � ..Y. �8�4'–a T.a. s�a� � 4" NOM. CONC. REINF. W f 6x6 W1.4xW1.4 WWF ON WATERPROOF MEMBftANE PER ARGH. ON 1 1 f 8" T&G S7URQIFLQQR C� GARAGE �� SL{�PE � � . . d, � ' . . � d � Li 'a. . .4 �, / CJ9�r°' / T.Q, PLYWD� � LVL JOISTS PER PI�AN �, ¢„ LVL BLKG. PANE�S 4 24" • IN F'IRST JOIST SPACE W/ ° {4)-8d NAI�S INTa EA. d PANEL, TYP. 1 3 j4x14 LV� �EDGER W/ 3%4"�x6" EXP. ANCH.'S C� 24" O.G. (STAGGERED). PROVIDE WATERPR40F1NG MEMBRANE BTWN. d a CONC. 8c LEDGER —#5's CONT. HORIZ, t� 16" O.C. 1 /2" EXP. MAT'L> TYP. ° 5" CC?NC. SLAB PER PLAN � 7879'-6 j�}_. � ` o v 4 � z. a. s�Ag l' .Ci , � 4 q . p . • • . . A'� tl � \/\l \�./��/� �i . � d �. d . ?i��� °` � (5)-#5's CONT. LONGIT. ° �� . `i��i � $i> g» �» —� C.� 2'- 0" � SCALE: 3/4-" - 1,-Q„ � � � 7876'-2 r. o. �. � PERIMETER DRAIN PER SOILS ENGINJ �� .; . . . , : • • , a � � ` i . (1)-#5 CONT. HORIZ, C� MID-HT. � � #5 aWLS x � Q 48" 0. C. � �„ (2)-#�5's CONT. HQRIZ. TOP 8c BOT. \ SGALE: 3/4" = 1'-0" 2x6 STUDS C� 16" O.G W/� 1 /2" PLYWD. QR QSB SHEATHING 1/2" � x 10" A. B,'s @ 48" 0. C. IN CONT. TREATED 2x6 �. �,�__SEE____PLAN , �� T. 0. W. #5's CONT. HORIZ. C� 16" O.C. �#5's VERT C� 16" O,C. - STONE VENEER------''J � PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 Y T.O.F. � PERIMETER DRAIN PER SOI�S ENGINEER S6 Gx— V #4 D WLS x � C� 24" 0. C. � ,�, SEE PLAN � T.O. SLAB i� ,�, SEE PLAN � T.O. W. SEE PLAN T.O.F. � PERIMETER DRAIN PER 501�.5 ENGINEER 1 1/8x11 7/8 OSB RIM 2x DECKING PER ARGH. w f:3 �� 5" C4NG. SLAB PER PLAN SEE PLAN ( ° d � .� T.Q. S�AB I ° � v ' � f�,r/� P� �Yo ,���f`������� d � 1� :�% 3" d a� � A �p , � �y.�i ^ rr � r. a a �. 6d �w A a d t 4„ �„ 4„ �,_4.R, d ,,���� ���% a i���� ���`i 4 , �x> .4„ 4. ° A ,� A. . �„ 8„ �,� � ,_4,> JOISTS PER PLAN —' . � 4 LEQGER PER PLAN �° 4d' 1 j.�" � x 10" A, B.'s C�? 48" Q. C. �°„ 4>. iN CONT. TREATED Zx6 � A /� �%� �A ` ``����'��:���� . � #5 DWLS x j t° � C� 16" O.C. �� �� nrx �, (z}–#�'� co�vT. �o�iz. — TOP & BOT. �5's 7RANSV. C� 16" O.C. �����-� T.O. F. ° a � PERIMETER DRAlN PER SOlLS ENGINEER �5 D WL.S x� co C�? 48" 0. C. � �» {2}-#5's CONT, HORIZ. T4P 8c BOT. SCALE: 3/4" = 1'-C}" 5" �Qf�C, SLAB PER PLAN ° < (1)-#4 C�NT. HORfZ. (1 }-#5 CQIVT. HORIZ. C�? MID-HT. � � #5 DW�S x' J C� 48" t7. C. � �.. (2)-#5's CtJ�lT. HORIZ. TOP & BUT. SCALE; 3/4" = 1'-Q" 2x6 STUDS Q 16" C7.C. Wj r�,/� 1 f 2„ P�YWD. OR {�SB SHEATHING 1 1/2" LTWT. CONC., TYP. �..._. � .�.... .v.. ._... 7882'-6 fi,4. P�YWD. 7881'�-3 7/8,�. T. C7. W. 11 7%8" I-JOISTS PER PLAN #�'s CflNT. HC3RIZ. C� 16" O.C. #5's VERT. C� 16" 4,�. a Q d" a 1/2�= EXP, MAT'L, TYP. d. 5" CC7NC. S�AB PER P�AN 4 ° 7870'-0 a ° �. d �. . T.O. SLAB � . � . .. � � ; t '�,'`�,`��.�� ° � �a a • i�`�~��'` � (5)-�5'S GONT. LONGIT. ° a � . `l�/ � �„ 8>, g,. -� � � 2'-p,� SCA�E: 3 f 4" = 1'-p," � � �L� " ,fi 1 „��4. �' �4f #�3 �� � y � ;�#��� ����� �� t �� � �� �� " ° �;;� � ����d , ;��- � ��� � � � ��� , ����� . J ����,�� � � �� � � ��£� � �� ,P � % _ � j a� t�' Q � � � � � �°o� z � � � � O� � Qa r�M U} � �cv�rnrn F' �, � �, J ,-.,-, � � �t—~"OQ Q '� co�E=r�-�� � � ����� � � � � �� � � N � � h U ���� M�� '�n w cs, r- '' `t°�rna� � �� � � � � � m _i O X �� Cj—r�.¢ � GL > � � � � � � ~ � � � � � � � � � � � � � � � � � � � h—� � � � � �. E---� � � � � � � � � � � }�...� �� � � � � � � � � � � � � � � � �•-i � � � � � (��SI�CI@Ci �j� �P� drawn by � M TN M WG checked by TDH issued PERMlT �114/(�8 �ile8i n �o� �o�c��--o� ,�, 7899'-9 3/4 -�— T.O. STL. �,�,._ 789_8'-11 3� 4` T.O. STL. W10x19 STL. SHIM: 1 f 8"xBM. WIQTHxBM. WIQTH (4}-3/4"A TMRU-80LTS W10x39 SCALE: 3/4-" = 1'-C}" CQN�'. 2x TQP R QR{VE 1 1 j2'" LTWT, CONC., TYP. PINNEQ Ta BM. C� 16" O.C. SEE PLAN FOR BEAM �kZES, TYP. �SEE PLA�1 T.4. STL. H 0 i� ' 1" RETURN, TYPr,�,�,�/16" 1 �`�' �� �/8" i-JC?1ST PER PL,AN 13 1 1 f 2" LTWT. C(JN ��7892'-6 PLYWD. 1—JQISTS PER PLA ��ovi�� soua ���c. BTWN. BASE R & CAP �, 1 1 f 2" LTWT. CC7NC., TYF' � 7882'-6 ..L T.O. PLYWD. ���'� LVL BM.'s PER PLAN COL. PER PLAN SCALE: 3/4" = 1'—�" fi�s�'—� � 14 �, T.O. STL. 4x26 � ,�CK WEB SOLID FOR FAGE MOUNT HANGERS, FASTEN B�KG. Wf 1 j2"� THRU—BOLTS C� 16" O.C. (�TAGGEREQ) SCALE: 3/4" = 1'—Q" CQL.. PER PLAN �asE R: 1 f2"x5 fi f2"x0'-7 Wj (2)-1 /2"�x6" �AG SCREWS. PRQVIQE BLOCKING IN FLOOR SPACE F�R LAGS CAP h' : � /z"X� � /2"Xo'—� w/ (2)-1 /2"�x6" LAG SCREWS. SCALE: 3%4" = 1'-p" OR � STL. BM. PEI (2}-1/2"�x6 BUILT-UP S- PER PLAN 1 3/4x11 7/8 LVL RIM 2x DECKING PER ARCH. QEGK JOfSTS PER PLAN LEDGER PER PLAN —� TYP. Q 1 1 f 2>, TYP. �r \ � N \ �n 5 1 /4'> 2x6 STUDS C� 16" O.C. W/ 1 j2" PLYWD. dR C�SB SHEATHING 2x DECKING PER ARCH. —� DECK JQISTS PER PLAN �EDGER PER PLAN --� #5 D WLS x ( C° —�..�. C�7 48" 0. C. � cv 6» (2)-#5's CQNT. HORIZ. TOP & BOT, 7868'-8 1".O.F. 00 . . . �., . . � . . 0 � SCALE: 3/4" = 1'-0" �— 2x6 STUDS @ 16" O.G W/ 1 /2 PLYWD. QR QSB SHEATHING 1—JOIST BLKG. BTWN. JOISTS � � BRG., TYP. 1 1/2" �TWT. C�NC., TYP. � — ____ — 7882'-6 T.O. PLYWD. �—I—JOISTS PER PLAN ° a SEE 1 /S6 FOR WALL a CONSTRUCTION aa SCA�E: 3/4" = 1'-0" HSS COL. PER PLAN BASE R: 1 f2"x8"x0'-8 ON 1" MIN. SHIM & NON-SHRINK GROUT W/ (2)-5 j8"�x6" EPDXY ANCH.'s 2 3/4>, ' FDUNDATION WALL, SEE 3jS6 FOR WA�L C4NSTRUCTION SCA�E: 3 j4" = 1 '-0" I-JOIST BLKG. PANELS @ 24" EN FIRST J�IST SPACE W/ (5)-8d NAI�S INTO EA. PANEL, TYP. —�f2" LTWT. CONC., TYP. — 7883`-0 T,O. PLYWD, ' 7882'-9 3 4 T. �. W. -- i-JOISTS PER P�AN CONT. TREATED 2x12 �EDGER Wf {2)-16d DRIVE PINS t� 16" O.C. _,.._.---- �5's VERT. Q 16" O.C. n 1 f2" EXP. MAT'�, TYP. 4 � ° 5" CONC. SLAB PER PLAN 7872'-6 � ad °` a d:< T.O. SLAB , 4�; ��� 0 , Q Q %�\/;%\\/\� �\��\ �� ��\�� �. r��� tl ° ____..--- #5's CONT. HORIZ. C� 16" O.C. `��e q a �„ �„ 4„ 1'-4» SCALE. 3/4" = 1'-0" BRG. �': 1 /2"x7"x0'-7 W/ (4}-1/2"�x6" LAGS HSSS 3x3x3/16 � > � � 0 � � � � J � .� ... , BASE �': 1/2"x8"x0'-8 Wj (4)-5/8"�x6" EPDXY ANCH.'s ON 1" MIN. SHIM & NON—SHRINK GR4UT 1'-0 [�3CQNC. PIER BATTERED STONE VENEER PER ARCH. {4}—#5's VERT. 2'-4 Cp CONC. PIER 8" . � � _ � `F���`"�— (4�—�:5 DWLS x � 6" � 2�-0 � {2)—#3 TIES x ° iv SEE SCHED. FOR REINF. SCA�E: 3/4" = 1'-0" t ,�. n,v�s x o 2 `° ` O.C. �� SLAB PER PLAN 7879'-6 � T.O. SLAB 4 CONT. HORIZ. #5's C4NT. H� @ 16" O.C. 1/2" EXP. MA 5" CONC. S�A �78�72'-6 `f T.O. SLRB (5}-#5's CONT. LUNt #4 QWLS x C� 32" O.C. 5" CON� . : ��7879'-6 LAB (1)—#4 C�� #5's VERT. C� 16" Q.C. � #5 DWLS x � � 16" 0. C. N 1'-2 (2}—#5's CONT, NOR)Z. #5's VERT. @ 16" O.C. �5 DWLS x I `�4 C� 16" O.C. '� � 10" (2}-#5's C4NT. HORIZ. TOP 8c BOT. �5's TRANSV. C� 16" O.C. 7872'-_ .. 1 �_ T. 0. F--�1�,- 0 I SCALE: 3/4" = 1'-0" ': #�5's CONT. HORIZ. C� 16" O.C. TOP 8e BOT. ° 1/2" EXP. MAT'L, TYP. #5's TRANSV. C� 16" O.C. �'} e�NC. SLAB PER PLAN Q.o 7872'-6 � ° °�o T.O. SLAB 7872'-1 `v °a a T.O. F. . d A�'o C? Q'' _' d'' \� \//�l%�// -� e Q ��o���o��` � {5)—#5's CQN7. LONGlT. � dQ 4y�tii � 8>, 8» 1,-Q" � v 2'-4" � SCALE: 3/4" = 1'--Q" 2x6 STUDS C� 16" O.G. "� • � �!�i #5's GONT. HQRIZ. C� 16" O.C. a ` 0 � a a: � � Q a. 2'-0 #4 DWLS x caj� c� �z" a.c. N� 7����'� V ° ° o T.Q. SLAB � a a �A o ;������f f�i, 5" CONC. S�AB PER PLA�J �1 - 4 Ct7NT. HQRIZ. ( } � #5's VERT. C� 16" O.C. °a #5 D WLS x � t° Ca� 16" Q. C. � #5's TRAI�SV. (� 16" O.C. ° �a» 4 ' ____,T� (2)—�5's CQNT. NORIZ. _a�,It�fU T(�P 8c BOT. Y T. Q. S�AB � o° � h� b�' . � 7c.t��t" / T.O.F`. a $ � c� � a �,. �„ ��, (�)-�5's CONT. L�?NGIT. 2,_ �„ SCALE: 3f4" = 1,-Q" / 7882'--6 T.Q. DECKING ,h 7881'-5 3/4 � T.O. W. i �1)-#5 x 4'-0 �ONT. � HORIZ. GENTERED ( BEHIND POCKET, � ! ���� . ° TYP. �,r�.,���.��!r,�� �, //� /�� . .... �._��.���f'J��\� )Y ` )) ALL PKT.'S ARE 5" �� T INTO WALL, TYP. �5 DWLS x j �' �"`` CC 16" C}. C. � � `---- �. 6" (�)—#s's ca�vT. HQ��z. TOP 8c B�T. � .. �7876'-8 . 4 T. C7. F. ° $ o� � � � . a PERIMETER DRAIN PER �,> �>, 4„ SCJIL.S ENGINEER 1 t_4„ 2x6 STUDS @ 16" q.C. W/ --� 1 /2" PLYWD. OR t7SB SHEATHING 1%2" � x 10" A.B,'s t� 48" t?,C IN G4NT. TREATEt7 �x10 � RIPPED TO MATCH FDTN. WALL ,I, 7��4'—s �l� T. U. W. , STONE VENEER '� �r��!i�� PER ARCH. �`�'���� __�CONT. L PER SCHEDU�E SEE SHEET S2 �5 DWLS x ( `° ---�,,``� Q 16" 0. C. � 8„ (2)—��'� CONT. H4R12. -° TOP 8c BOT. �5's TRANSV. C� 16" 0.�. 7869'-7 T. �. F. o � � �; � # PERIMETER DRAIN PER 54iLS ENGINEER 2x10's PER PLAN --�-r---- BEAM PER PLAI� TREATED 2x6 BRG. BL4CK, TYP. #�5's CONT. NORIZ. C�7 16" O.C. �5's VERT. (J 16" O.C. � �CALE: 3/4,• = 1'-0„ �� f/'''' 1 1 f2" l.7WT, CC}NG., TYP. �.�.e / �.e «�. � �i���j'O T.O. PLYWD.� ��-=� a � Q TYP. � 4�. .�, 11 7f8" 1-JOISTS PEf� PLAN 6 a #5's VERT. C� 16" U.C. 8 a �Q #5's CC7NT. HORIZ. t� 16" (3.C. �'�,...� 1/2" EXP. MAT'L, TYP. 4. 5" CONC. SLAB PER PLAN ° � 7870'-0 N � � � � T.Q. SL.AB � 4 �1 . • a '° � Q A � � . 4 . . � 4 � � �r�`�/�� d . .��i�``° (5)—#5's CONT. LONGIT. `���i � � , � 4„ �,r �>, --� � i� 2'-6» SCALE: 3I4" = 1 °�—Q„ � �`� � � �� � � �� k ��,3� C ,1� '�° �R*�!�¢ �J x, `{ i. �df � >a r�b ' - �,.�i K ,4 �,- � ,_�� `� `rt �����°` ;; £ f�, �s � k. �,, � �_„,` ��`� �,��'� ��� � ���� .�„�,¢��h ��� �,� � �' � j o� � ,Q N � o 4� � °° o ¢ � .t7 tti�- Q a�-� � � Q�z+�r� r. r� U} � � c`�v � cn cn �' � � W � .-.,-. � � �E-�od � '�. ����� {- � cc� tn � ...y.,., � � ... � �� Z � � � h � ���� C(� � s— � � � � � � � � � p�rnrn � � �j C1 7< � _,_, tp — I'`� <t �n a= > �',�:. ,�= � � � � ~ � � � � � F� � � � � � � � � � � � � � M---� � � � � � F-�—�1 � � � � � � � � ^ � � N �� t\` •{ � � � � � � � � � � .. � � � � � � � � designed by MPS drawn by M TN /M WG checked by TDH issued PERMIT 5,�� 4 Q� S�t��t J(�B �C�804- t�3 � � `."'' �� OTCH G.L. BM. TO A�LOW .�" BRG. OF ST�. BM. QN POST & ROOM FOR CC}Nt�ECTION ANGLE L4x4x1 �4x0'-5 1 f 2 w/ t�}—�/4"� THRU—BO�TS IN EA. LEG � ` BM. PER PLAN W/ .�x NAI�ER DRIVE—PINNED TO ,• TOP FLANGE (2)-9f2"�x6" LAGS [(1} EA. SIDE OF WEB] 8x8 POST SCALE: 3/4„ = 1,—O„ �,> ���� �'�I�" �' ,.; :i: :i, R: , �4°�x�S�X,'-2 1 f 2----� Wf (4}-3%4"� THRU-BO�TS 1 � f �„ TYP. �� °t�� R�S: ��'��rX�7��XQ'°—�7 W/ (4}-3%4"G THRU—BQLTS 3".�MIN., �'i ir. -{3}-1 3 f 4x11 1/4 LVL (SLaPED) -�': 1 /4"x5"x1'-8 w/ {�)—�/4"� THRU-BOLTS -{3)-1 3/4x16 LV� �CALE: 3/4" = 1'-�„ �y 1 1 /2" LTWT 7894'-6 T.O. PLYWD. JOISTS PER 1 �, 7894'-3 3 4 `�` T.O. STL. W14x26 PAC4. .,�� .��."� FOR STRAPS, FASTEN BI.KG. W/ {2)-1 f 2"� THRU-BO�TS EA. SIDE OF BEAM RAFTER BEYOND BRG. �: 1 f2"xBM. WIDTH Wf W% (2)-1 f2"�x6" LAGS [(1) EA. SIDE] _ . . � � i .. � `4x11 1 f 4 LVL SCA�E: 3/4" = 1'-0" x NAILER ' F�ANGE SEE 10jS8) SCALE: 3/4" = 1'-0" RIDGE BM. PER PLAN. NOTCH AS REQ'D FOR BRG. W10x17 (BENT) Wj Zx NAILER D�IVE PINNED TO T4P FLANGE TYP`. }_--,—,—�..�- BRG �' : � 1 /2"x4 5 f 8"xd'-5 �� (SEE 10 � ,• � • C i � (2) SIDE h''s.1 /4"x5"x0'-6 W/ (1)-1 %2"� THRU-BOLTS O 5" I tffiTYP. SCALE: 3/4" = 1'-0" � SCA�E: 1 /2" = 1'-O" � � � {�)-3/4"� LAGS � (2}-3%4"� �AGS is� � f (2}-3/4"� LAGS CONT. 2x12 STRUC SUB-FASCIA, SEE {4)-14d NAILS C�? EA. RAFTER, TYP. NOTE: RAFTERS NOT SHOWN Ft�R CLARITY M. PER PLAN OST PER PLAN SCALE: 3/4" = 1'—�" 8x14 (NOTCHEd AS SHOWN) —8x14 N4TE: RAFTEftS N4T SHQWN FOR CLAR{TY 8x14 8x8 P4ST KING POST 3/4" b LAGS SCALE: 3/4" = 1'-0" RAFTERS 'LAN .KG. BTWN. :RS C�? BRG., �TUDS (� 16„ /2" P�YWD. 4R �HEATHING SCALE: 3/4„ - 1,_�>, PER`PLANvWj 2x�Y� NAILER SCALE: 3/4" = 1'-�" (4}-10d NAILS INTQ EA. �OOKOUT, TYP. � ECt. 2x12 STRUCTURAL SUB-FASCIA, TYP. 2x12 LQQKOUTS C� 24" 0. C,, TYP. 2x� S7UDS C� 16" Wf 1 f2" PLYWD. OR OSB SHEATHING SC?LID BLKG. BTWN. LQOKOUTS C� BRG,, TYP. EQ. , (�}A TYP. 2x92 RAFTERS PER PLAN SCfi,�E: 3/4„ - 1,-0", � SCALE: 3 jt1-„ = 1,-(�,> 1 /4" FI TTED W'�" STIFFENER EA. �F WEB : i � � � OTE: RAFTERS NOT NaWN Ft�R CLARITY 2}_1 j2„�bx6" LAGS �1) EA. S�iDE Q� WEB] QSl" PER PLAN SCA�E: 3/4„ = 1'_�„ � �.,,,. , ". , �.,„, � ( L l SCAL.E: 3 j4�, ��,Y�„ ,�, 7894'-3 3j4 �R` T. Q. STL, 7�� ItiG1�t11VJ � /��rr 1 �7892'_7 7 8 T.O. STL. W14x26 --'�— SHEAR R: 1 j2"x4"xQ'-8 1 j2"xBM. WIDTHxO'-7 Wf (2}-3/4"� THRU-64�TS, TYP. SCALE: 3j4" = 1'-p" ��, � � ���� ° � �' ' � .f �.a,� �„ca�e �' �,,,. ,�'�����;> „ �� � ������,.� �. ��'* °� �, c�� ��t's ��.�' a ��� cs ?� �"'`��� 'm,5 R {, � ������ " ` :.� � " .,.---�''��� ;: �d' � � � � �r� � � � ������� ��e ��� , y °=���I� � �� ��� �� �.�,,�. � �x�.ar � Li" !:..ii.��i . C w � � Q N � a -p � 00 0 -d U ¢ O a� o� � � � ��rn � Q��Mr*� (n � �c�Qrnrn � ff, � W � ,-..-. z � "-��-�o¢ �',� ���'r�� � co v7 � ...�. J q� � � � �� z O � U � � °,r�° ,°�' ,� �i�� � ct� rn .- L � � � rn _; x � �r �r- �� p�cnrn � m .--�.^. �J C7 h.' -� (j — t�. Q _�. � n_>°...'�- � � � � � � � � � � � � � � � � �r�., F-�� � � � � � � F-•--i � � � F=� � F—i � � � � � � � � � � � � � � � � � � � � � � � � .. � � � � � � � � designed by MPS d rawn by M TN f M WG checked by TDH issued PERMIT 5114fU8 sheet �a� #0�04— a� , Y�! .. _ _ l " � � � _ � " �, � ` � ` , � � �,. � � � �i \ \ � � o� N 1N V4 S W I/4 SeCtic�n 14 , T 5 5, R 8i W, � P. M. � �• l \ E \ \ / S Scale: 4`�= 50' C} (0� 5C)` #QO' �v:c. th !/�i C�rn�r aP Section i4, '� rJ S, f2 k3 i 1N , 6 F'. t�i . `�- � �� .� � � � � 1� �� '�� ''a �°ca> ,p`� \� �J.; � �� �" �� ��f��,` �,� °` �n �C} `�,� �` 'y� ��� ,��. \ � o pS� �1 �° '' , �,,'� � � �°�,,�, ''`r -`` L.a t $ ��' o:���o � '� so5� s� ��\�,s~� N� f,.`"'�` uk �''�'� r' �'- � , �� � � � `��', � � �\ �� �� ' S p�`�' � `t- ,- a`��, � r � \`� fl'l f �� '�i�'� �2�' � � ����d������� � f , , � � `� �� �`� tn ���` � �,� � � � c �� ti� ��l I � % �� �t* / � 6t �f+.3 ` . ,/ � . . ��j�. � � ��� ���.. � �� /�, , ��� �o �� � � � � �3a �� `�j '!f � Lot 8 ! 1 / �..o t � ---t-_..�� � /�,�``� � �,/(` � �Q3 ��t � �-- � � � �k � � � � �� 2°�'��`�i' �'�' � � �ot .i�� / 4y� �,�Q t`�� i p p� � ��°f h � '��.� G �,�� � r f \ \ \ ti t\ � t _ Cat � ��� � L�� � _ „� � �7 ° �...�, r�- C.� C� � ot � -�J C�.? �� �� � ✓ ► � o �Q �.., . ., 3£�9 Ac. � �� .�63� `�v � 6{ Sq, Ft. � 4 O�os'�., U�' o�' �' `�� g f ��� 2 4° oQ ' `�,�` t� �' ���' , �,, '��'� � N �,0° �� �G�°t� � ��� 12� �9 C���� ,�Q`�-� c� ����a P�,AATi�ING COI�SSIC?N CERTT�'�C�TE �YIiS �>�.&t app�roVAd �y th6 En.g3,e Cc�unty and Zoning Comznassion this��d�y of,,� .�.z�, �.971.. CaU�3TY COMMISSTONER' S CER'1`Tk'�CATE This �lat approved by' the &rard of Comm�.ss one s of Eagle Caunty, Colorado this,���,day o�' , A.I�. 1.9'�i., iar f�.ling �rith t�Ze Cl�rk and corder af Ee�. � c��cx�c��xor� o� r��xca�xor� a�n a��s�� Knaw a11. me� by these presents that Vse�•1 Tn�ez�e��znta�.n A�saciate� and Gena l�a�,r A�.l�.on bein�; vwner and holcler o�' the fiz�st I}eed of �'rus-� resp�ctively of a�11 tha� real property de�!�r�bed �� folla�rs: Al�. th�t part of the NW � StrT �, o� �eet�.on �.4, �'�wx�s�.p r .� South, Ra.ng�o �i7. Wes� of the 6�h Pr�.ncipa�. Mer�.d�.an. ,and des�rik�ad as fallows s Begiz�nning at a pc��.nt xhence a bras� ca�a �r��tness a�r�er set for the '�est � corner r�f �a�.d Sect3.oxa 1.4 b�ar� N 2�° t}�� 53" � 9f;i�.6� �eei; thenee S 2�.° 36' (}5" ����23 fest� thence �S .�b�' l�' 26" E 1.07«�.� feet, ��ene� 20,Q2 �e�t� als�ng the �r� of' a cu;x*�vre �o �he 7.�ft., wk�ie� arc �ub��ez�ds a claoz�d beariri� S�$° 1�' 17" T� 1�,?`� f'�et; t%�nc�e S�6° �'� `$1 � Cnt 298 � QO ieei� #�herace 1'�6, t?9 feet �.1c�n� the �.r� a� a cuxvve `to the right, which �rts�; sub�ends � ek���d bearing S 61.° 22' 49"" ia�• �75.�8 feet; �hence S b6¢ �:7'* �$" � b1��0 �ee�� thenee S 23° 4�t 1.�" E �0,00 feet� thenee N 66° �7' 4�$"' E b�,�U �'e�t� thenee 18�+;73 �e�t ` alc�n� the arc �f a cu�xv'e 'ta t2xe 2ef'�, wh3.eh are �ubt��ds a czh�arc� baar� 3.n� N 61° 22 ��9" E 7.�,�� �est � t�ence N�6° 2�' S3." � 2�$, tJ4 fe�t; thenee 126.C?7 fee� along the arc o�' a cur�e to �he righ�, whicsh ar� sub�ends a chard be�ring N�° �2' t7�" �;i.23�99 �`e�t# the�e� � 87° ��' ��" � �9. �9 f�e� # �he�ee 1�,�, �0 �`eet a�.oz�� �he �.ra r�� a cu�'ve �.o �he le�t, whieh �re subt.ez��s ��hor� l�ea,ri.n� N 6�° ,�E' 23." � �.7�.53 feetf thene� N 43° �.6` 2�" � 29,5� ieet; �he�ce �,�2«3,� �'�et a� , lon�; the ar� of a curve �c� �,�:� r�,ght,. wh3.csh ar� sub�ends a ciar�rd be�►r� -; ; 3.ng N.�'�° 4$� 13" � 1�FQ,89 f�$� thenee �T '�1° 00' f�0" E 1,2Q,;�q �'s�'�# ° � t�ence �.t12,�3$ �ee� alan� the� �re of a cux�ve �c� �he le��� �rl�.ch ara subtends a ck�ord bearing N�3° 1.C?' OE#�" ���2,8� feet� t�enc� N 6�° 20� 49�► �'76«3'7 �'eet# ���ance N 24° �9� 5�" � S�.Of� �eet� the�nee �.0'�w29 i'es� alaz�g the a�rc of a cu�ve �o the 7,ef�, �r�.�k� are st��b`t�t�ds a�laord. bear�.ng N 39° .�3' ��" E lti�..,$t} fee�; �h�nee S b8° �.�' t�3* �� 3�(�, t�U �e�t � thsz�c� N l�°' 0'�' 0�" 4� �t?* (}� �eet; ��Zenee 5'�'�° �" �l�' � i60�1,� fe��; thence ��.0° 53' 33" �' ��.4$ �£eety �hsx�ce N€���' 4t3' 46"" � 33'7.'�2 �ee�; `��e�cze 1� 11° .5�' ��" � 59.t3� �e+��# thanee u ��.�' �3:;' 33" �T ���2Q ��e�,� t�en�e S,�.° �0' �i4" �r�t 22�..t}'� fee� �o t�+a po�n� �a� ba��.��- ning cont'.�,3.n�-n� �. �4'�l ae�e� � mare or �:es� ��a�re by �h��e p�;^ea�e+nt� �.a�.d ou�t platted an� subdi��led �h� �ame iz�ta �c�-�s ar�d b�.ocsks as ��Z� h,erean az�d desigz��te th� sa�e a� V�3.3. �nte�►zou�°�.�.�z Su�►d�,�is�.�an, � Blae�C 8 in t�ae County ��` �ag�:e, S�ate cr� Ga1.or�dc� � and do he�by grani �a the Coun�y a�' Eag�e, Co�.+�rado* f�� pu�1.�.e u�e i.he st����,s shawr� hexecr�, in��udir�� av�z�ue�, ci�3.�rs�, ��s�t�* pl�„e�� �z�d a11e�-�, th� p�tr� ��. l�.e lands s�cs�rn hareon �or �h��.r �.z�d�.catec� pub�.�:c �z�� and t�e ut�:l�.�y and drai�age e�s�ments slao�rn herer�� �'or ut�.7.�.ty� a:nd dra�.�ag� p�xrpos�� x. only� az�d dcs further state tha� `�h�.s subd�.*r3.si+�n �hal1, be �ub,�ect� �o � the pr�ai�ct�.ve covanaz�t� �'i1.ed and r+�cc�rdecl �ax �his subcl�.�i:s�crn i� tkse t?ff3.ce �� the Clerk an�; Recard�r a�" �a;gle Gc�un`�y, �alcsr�do, as �bCUXtleri'� �U„ � 1 �. 7C.. ��. +�i`r{' r�k.�' / t'�,�. aJ�i�.� F�ecu�ed ��iis 2�►d c�.y of S� %��.b �r- , A.3�. 1.9?�-� V�.i2 Tn�ermvtuata�.n Assoeia�es • i�� E��rt l���r�.f.a�,n.a�,�� �.'om�a��z� � C��:r�rar,�1 i�s��r�r��r � Hy r . ° Rab �t Ga.rt n, Jr. �z����1. P��tner s�ca.x� o� co�,o�,� ) ��, - c�vr���c a� �.�:t� ) �kie foxe�o�in� dedicat3.on was �,ekr��ledged �aefc�xe me �.�.s,����,c�y' o� " =: ��r-.. �. p,T?, l�%�l► by °��`-r�r�r" o�s �z� �;a�nmiss�.�n ea�pires � �he �'�».��,� , t�r.��r7`»�,r �a� 1%�f� .�� �e+ro�»,a�t�",ar�r� j�5�c's��"�„�" ,' ��Ii'.i'N�S� MY` kiA�I�ID ANF? SEAL � .�� '} . ,: .s��'� ' "�, ��r";,� .." � � � � � � � , , ,y ': � ,� � �ta`�a 2 y b c � �;; _ � , .,.� +y . ; _ @ .�rt . . .. ` � � ��'.: � � �= �� � �� ,� � `� � A�"�ORN`:�`' S C�,"��FSCA�� ' .� �.�.,, ���.. ., ; � t i r ,�.z� ,a��orr� e��-�at-��.a�r � du"i.y ` �.e Cou�� 13.censed �o practi�ze bei'are the ��a�x�ts c�f re�eo�d of �a � Q�- c� �t� � � y and far canv�yanee ta the Caunt� of the �r'" ��.� g9 i29.99` Q� �`� public dedica�t3:or�s sho� �ereon'# sub�eet to t�e pr4- C4Z,Ok�l�O# do l�er�b� certify ttaa� � h�:ve exam�.ne�d t�e x' �, , ��.�le o� a11. �.and �Zere�.n ahove �latt�d a�d �ho'wm upo� ���� p4 � \� �. vision tha� apprc�.�. in n� way obligate� �ag1.e the writte�a p1.a�, az�d that titl.e �a sucih �a:and i� �.n the �� ��yc c� County fr�r f:�nanc�.n� or constru�ting af improvements �,G � }Qn � dedieat��rs, �re� and ol,eax of a�,I. 1.�en� �nd e�cumbra�,e:es� �ur�+� �Q�,t�c+��� \ on lands, stxeets ox �ase�ent� dedicated to the publ�.c T�.ted this_<?�:�`'�„}�..day of Au. u.s�. A.�,� 2q'��., �, except as speci�iaa2ly �.greed ta 1� �.he &�ard o� Con�.s�iane�s and further that s�ici appraval �hal1 �� � �� no r�€ay abligate. Ea:�le County fc�r maintezlance a�' ���r.-� �4'` streets dsclieated to the publie }xntil con�truction �, � �Q c�f i.mprovements t�aereoz� sha11 have been ec��pieted . `� ��� ��j •,� to the sa�isf�.ct�.on of the Board of Com�t.issioners. Attorney-a�-��a.� . . . " . . . . R `�� � � . . �/'��,f . . � . � . . t � .. . . . . . . � . ,� ' �` �` .Y ' . ' . . . . . , . . , � . � . .. - . . , " � � . � . ��� ��a �r _ . , . .. . . . . . . �� � � 9 • � . . � � Chairman A,E, Marks � 4 � � ���� SURVEYO�t"S CER�`Z�CA�'� �, .. �, � %1i�ness ts�y hand az�d seal of the Cownty of �gle. E, � . �� , I, Je�ome �', G-amba., cta hereby c�rfi,�.�y tha� I a� ��e��.stered �.ar�d �,�� `' �� 2� s��rv���x l�.cens+�d u�xd�r ��� 1a�`s cr�' ��e ��,a.te �f Colora.dc� t�hat th�,� ��,,�'' �� �,�('i �yh �alat is a�rue, eor�ect az�d �om��ete p�;.at of t�e V'�,i�,. Znter�xaunt�t�,� ��,,,. r�Cd� � ��' � Dav�elogrnen� Subd3.vis�.ciz� �lo�k 8, as �.aid rrut, ��.a.tted, dedic�`�e� �nd � ,�� �� � Jittest: � sha�m he�reon, that such pla� was �na,de �'xc�m an acc�.rate sv�v��y a� . � 6�' ��' Caun Cx ��i� � said pra�r�y by m� and under su �,^�f%�. m� pervision and coxrsctl,y s�a+a�rs � ��� �� CENT�RLINE CCiRVE AATA ��`�z�� �""�7'" ,� t the locat�.on arid d3:�:ens�.ozas of �he lot�, easam�nts and streets a� ,,'�� 1 �`ECORI�ER'S C�RT:t�'�CAT� �, �„ �.�.� � s�.id �ubd�.visic�n as the same are st,a.�C�d upon the grc��ad in �sa��;L�.an+�� .�,ot \, o�� ��' CURV� N�. �DEL�A � RADIUS LENGTH '�AI�i�ENT GHC3RI} �.th S�a�e of Gc��.oxado regu�.a�t3.ons �ov�rr��,r�� the subdiv�.s�.or� c��' `�,a,n�� � �his 1.at was f�,led i'ox recozd in the offiee of t e �n wit�ness whereof Z have set rray �.and and sa�,l ih�.s ci�. �irf� ° 44 94 � 1.$t7 22 � G�:��� � Ll �.�'�1. �� � � ,� 1 C�9 �9 57 3.0,�1, �'� 180. . . ��: � „� 5� ��ot�� � �b° 0$� 2'�" 22�,$7 1�3..84� 73.37 Z39.5� County Clerk arzd Recorder of F,�gle Couta`ty, at/ + , •, • \ ��4� ,�. � �i-9° �.9' S3" 190.i3O 1�3.� 8�.3Q 1�8.�7 on �he c�ay a� . ,,p,.D. 19�'lt in s�.�,��,, � ' � ��ati��0 �.4�`� 4 �7° ��' 3S" 3�-9.16 �.5�.�5 7�.77 15�.9� Case • Draw�r., .r , Rece�tian �io, � ��� "��... � ��� �.� �_. �r � � X' �� t 1° �"' 7 . > > r -� / ; �}� �t_ ,, \� 5 CrS° 39' S1" 1{}15,77 I00,�2 �0,2� 100.3$ * �� f� 5�� � n�� �"c- � a � h F,rotac�ive �ovez�an�s .ar� recc�rded �.z� ���C ;t' � �,� �,� � , � � � � � � � , �� ' � � � 50 ,� 18 14:5.77 �9.5�: 69.3� � z�.�.�9 . � c, 2. e� Pa�e ���� ��g�.e Go�znt�r Record�. ,� , � G , '° ; � � y } , � Re �.�tered Zand Surveyo� ��rome �"� Gamba P,E. & i,��. �9�� �� ���02� Ga�� M�p�,�s�'�.� �,e,�u�,��e � . x, , �. , ; ' � ,�� .�,� P,� �. �: � � ,, � ` - t� 6 ;�$ �" Ncrte t An ea.>ement 15 feet in w'idth, consist3.ng o� a strip �� = x�� ''� �� '} :� . �',,�� ��6° �� of land 7.5 feE�t in K3.dth along all side lc�t �.ines ar�d �, strip � " ���.... �:' �� � . � ..,q� � � 10 fs�t in w�:dth �.long a�.1, baek lot lines f is dedicated as �a " �� Cow��ty C�.s and or er �,� ,�. a C��/ #� N, 4, o. ut3.lity easen�er�t far use of public and priva�te util3.ties ' ,,,..�f ��`� y"�""' .�Qb 71 C} 3� ` and drain,e.�e w,��s , � � i�i /� �.. � �... 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