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B07-0062 Plans
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GC�YER SN��T � � ��� �xt��to� ���v,art�orts �a� �,$�� ��� As?�.1 C��t�Ei�+L f1��fa�RMATlQ�t �5�-4��T, t�l,�,LL T�"F�''�� ��,,��} .•, �... � ExtERfOR �IPJ15N �i'87�M. ' s � 2. Dimenstons �re to f�c� c:�f' stud, c�nt�rline of' stud �ndtor face of concr�te Found�tion w�Els, �nl�sa �s 1" °1'YP. � � . .�, . : z ,� �.o. �t�2u�rt�� c�t�rwts� nc�ted. �vltE! L�A1�tD�C�P� �LAN � . . �a MIL. VAPc;i2 �3ARRI�f2, TAP� ,�1.Q� �iT� F'L.�N ��,�� AND SEAL ,4t �L04R, G�iLiNC�, , z �,•� 3� Cocardinat� a[l mech�nical and efecirical �c�ui�ament to fit �uithin ceiltng and waEi cavltt�sfs�r�c�s. ,�I.i �N�..,�RC��I� �vl'C� P�.,�N , A . . � d C?F'�1�111�iC�s� ,4Ni� JC?�I�ITS. '" . , • �•, ' . • ' ,�1.2 �tAC�li�lC� i°�,4N ix�F P'C i��RP��i�IGU��iR To SIDIMr� ��,,�� ' r �. Provtde �l! n�cessar biockin in �tud caviti�s irr walis �nd c�iiin s Locaitons include, but ndt ,�i3 �,�N17�C,4P� P�.,41�1 :.,,�� �' �'' '. � 1�'o"o.c. TO �'o" ,4FCi SHOT TC) CON�. �E� �XTE#�IOR E�EY,47{C7N8 �r�R ' � `� 3'� gATt 1N�v1���4i'ICaf�t ,�. � � WA�� WJ (N,�U�. F3P. �3tWN. EXi�R(OR �INISN 5Y8�'EM. .,., 41 itmit�d tc�, totlet and bath �c��sac,�rl�s, wail �n�i c�etltng mc�unt�d �� ectrical equtpment, windaw 1�,_.�MC�LITiC7t�l F'L,4�l� �., .�ti ,. ; 4 �ta �Y�. Bc�,4RU treatm�nts, tna�t�is, cic�set rocls, aat�in�try, countertops a�rd F'alse b�ams. U2.i �..C.�k�JE�"a7 ,41�lC> LOIU�R L�V�L Ca�MC�LitIC�l�t F'�.,Al��'a .° . a' d' � ��..,� `� � � °:' S. All st�el loc�ted b�lr�u� and expcaa�c# io c�r�de ta be co�ted wtt,h bii�mtr�ous damprocafing. J�Z.Z M,411�1 ��YE� ,�1N1� i�C?4F i��MD�itIC'7hl PLANS d � , .. �xr. �IN(SH �iST�M ON Afi�1M0(57ClR� � D3.1 �7�IvTl1�lG� ��MULIiCC?N ��TEfi�lG7i� �LE�`,4TIC7i�l5 . '� 4 ' 2X� P.1'. IUC.>, vi'UP tk1A�L • z IC�FI�.TiZ4TIQN BARRIER ON �'��N � • ,at ���� o.c. ��R-ric.���.�r ui,4LL �'t'�T�t"'I�� e., . ' �; • � 71i6" �X�'. 05�3. C7N 2X�'o . � � �LcaC�R F'�.��� '' d _ WR. BTUDS � l�o" Ca.C. lU! R-19 P>A�1'T ; Y• ; �.. •a '; � �,�r'J� INSE�1.ATfOh� fN S'CUt� G�4v('Cl' � MIL. vAPdR BARRIER L typtcal €`aundattcn wa1ls to be Wat1 typ� u1-i. ,�4�.Q� C�i�A G,��Ck�L,4TIC�N� C 8� ,.� . � 2. 1 L C� U J�� T L� Y� L F L O O� 2 i° L.� N ,� a.• d' z � �3,��,'.�' � ` '', CONGfi�I'� W,4LL. R�: BtizUG1'UR4� 2• Ty�'tca{ t`ramed exterior uaali to b� t�1a11 Type W-2. See 8utlding �l�vattona for �xteric�r ft�ishes. �42.2 L4U1Ei� L�VEL ��OG? R P L,�1�! ' � ' �LOOR STRUGtURE r ' • 4" ' . - ��� T1'P. . '•* �4�.3 ?"''f�411�1 ���I... �l...C>C?i� i�L,4N � f�� StRUCTURAL DlUC�S. � PLc�c�R STRt�CTUi�E 3. i ical tt�teriar artttiona ir,� b� tUai1 'i ee UJ-� az�d W-5, r�: �[o or i�' l a ns f c a r l o c a t t c� n s. � � �p n �p ,42.� ui�'��� �.�`�1.. F�C7Oi� �'�,�1� � ' ', � °, �• � �INISHED C�R�4P� ,�2.a �cOs� �'�.,�N ' .•; �..' � T�t"'�'� ��'1'�'IG,4� �X�'��IC�� �'`,��.'Ti�'IOI�I T�'('F'� ��k,�i��.'IN� �- interiar partittons ta recetve plumbing fixtur�s to be Wa!! iyp� tU-5. � � ° � ' °: a •` � �XT��2f+�i� EL�Y�41'iONv , �,, 4..,' � -�.�,-�'� 2C� 81M��T4 TYPE 2, EXCEPT Sl,{BST(TUTE 'i116" GMMU FOi� 81M 'TD t1'PE 3, EXGEP'C SLI�71iU'CE 'Tli�o" G�MMU �DR �. Norizantal mechartical s�aft� to b� csn�-hour fir� rat�d shafi. ,�3.i �X�i�RiC3R ���Y,4TION� .° ., - 518 CsYP�IJM �30,4f�D At W�T AREA� ��HiNU 'f1�E ���� �� 5l8° C�sY�'SUi"t 84,Ai�D ,A'C lU�t AR��45 B�HltJt� T(LE �� d;, � • � '� ,43.2 E>CTEF?Ic�R �LEY�TiC�Ns ��a , SIM T4 T1"PE 2, EkCEPT 3UBST17UTE 2x8 �. �7LlD3 �- (nata ll a b� mi! �ra esr barrl�r tc� i�tsicle face af a Il extericrr wa Il studs, a Pter i�rsulatic�n insta Ilation � � a' Y, �.,a` ���� �� �JR 2x6 WD. 57l�C'�S �-�-�� �3�j S1M tC� iY�'E 3, EXGEPT �t,IBST!'t`t,t1'� 2x� Wi�. S'�URB before dryu�all. �eal wapor barrier at boitc�m at u�ail base #alaie +� at i.a� to Fiocar �hea#.hinc� ,�,3.3 �XT�R14R �L�V,4T1CaN5 �/ t,l �• ., ..a. ,.• CrJf� G0,47�D 22 G�A C�AL� �Nt 5!M 70 tYPE 2, �XCEPT S!.lRStITi�T� 'i1i6" OSB FC?R �bc�ve or to ceili�r� vapor barrier to creat� a�, tnt�rnal b�rrter to waper permienc� at the thermal �3.� �Xt�R�OR �L���,ti4Na „. �• a , M�1,4� BASE FL,48NINC� GD�OR '�"`�''�''� 2X 518�" C�YP. BI�. ,4't �OGAt(c�t8 WHERE �XT. �IN(3i-{ 8'iSTEM �� �: ;, ,. : Q�� TO M,4�"CN �4DJ �Xi' �Ii�la+� BYSt�M ON BOTH 51DES. �`'i�'� 3C SIM tC.� 1'YPE 3, EXCEPi 2x� 8'TUDS �LAt At 2� O.C, er►velope. BUILDIN� ��GTfC>N5. DET�(�5 � R��L�Ct�D ��fLING� P�..�4NS .�.4 � �a� ��� 'd; �LC�ai� �'�t'�T�MS: ���� ��i��iN� ��c-�rio�s ., '� d i�2 RfC-�lia �Xt. fi-o�.YSt. INSt,I�AtI�( ��R-i Cancrete S�laba: �iber r�3nforced slab with tn-F'lacr �e�t ot� 1!/2" sxtruded palystyrene ,4�.3 �CtILG>IN� ��GTi0i�t5 °' io �S° E3��olU �RAD�, � .�..—��� lcontractor o tion: see UJall t� 1) on �a tnii, o! �t l�� Ya or barrt�r on �" mtn. r�vel ' °�'a : ', . � �a o ': 2 e � ��OOR StRCIC'C�lRE � �p p � � p � i��'I',�i���" i�-��,�� ' �.o. STRt,ICtt�R� R�: �TRUG1'Ui�,4L. bas� on grade, re: strt�cturat clrawings. ,45.1 4 Q ,, ' � . �. •�a ° :� 5,�„ �u�, B07N BfUES � Aa.2 I�ET,4(�� ��,�,� �� CONCRE'tE �OUNDAT(ON U1,4�.�. ,' � �� � SEAL �ti' 'C4P, BG'itG�M ,4NI� ��R-2 Matn �loor �ubatrate: 1 il2" gyK'cret� syst�m wtth tn-flcor heat ot� 3/�4° tcanc,�ue a�rd ,•�� Q'4,� �� ANU �oOTIhiC�. R�: �tRUGTURA�., � ,� � z �; ALL �ND J�(NTB. c�r�oo�e plywoc>d she�thing glued and riailed wfrtngs�nk nails to flor�r �jc?ists, re: ,��'a.i �Ot,U�R ��V��. fi��1��Ct�I� C�ILINGc �'�AN � ' ' Ci� �,4�'ER �t�" t�'P� "x�� struc#.ural. Main �loor to have mfn. "'sound attenuation" b�tt tnsulattcan. �4fo2 M,4iAJ ��V�L R�FL�Gt�I� C�ILINGrt PL,4N � . °. ' 2X�s lt1D. S1"4�PS � 1�" O.C. . , 4. ''Q a' �4, DR4INAC�E M,41' ON aUtSID� ; � , , CxU1R 4t�! RG30M SIDE ,�(0.3 U�'�'ER L�V�L i����Ct�D C�(L {NC� �'Lr4N �°' .`� 4 ' O� �0,4M. "HYDRODUCT" taR F��.,.,�t� �� z �`: 5° 50�INL7 A7T�NUA�'IUt� i-i�,�►l� 2X�# U1D. StUI:S � 16" O.G. �OG� r'..�' `'i�'J���"t�: ��C�C���kL: ' � , Q • APPROYED EGZt��,� �ROM 8.0. �A'ti (N�U!-,4TI�N ��O�R iYP� � 4,•a: '; .�� �c�oTiN� To F� T ical Roof 5 stetn. N�av ra�dom Cedar sh�lr.�s an "V cor Ic� �nd Water �hteld" 5-1 L4(,U�57' L�Y�� �4UI*IG>Ai'iJi'�i P�,41*I FLR-1 , � . , � ° , . � � 3'� SC�UNP ,47TENU,4TfON R-1 c�j� c� c� c� ,�•4.'� °• . �, �,z'� P�R(M�'C�R EXP,4N. J't. �,�t�s� B�4'CT INSUL. WNERE NO'C�C� membr�n�, an 5f8" CDX plywaod gh�a#.hinc,�, on roof framinc,� (r�: �tructurall, with 1�F" R-�� �'a-2 ADL>ITION �OU1�ID�TIC�N P�,41�1 ' •° � ' �� �� � ' �LOOR StRt.IGtt�R� high d�t'tsitt� b9own-in-batt tnsulation in ,(c�tat cavttt�s CO�uner Option: provid� S" of "�31ue r.�_3 ���J�� ���� ���.•C1�� ���� ., , . .�°'° Q ' '� d DR41N,4C'x� MAt O�I �ItUtl-��N� . : ��-�� � 518" T�'�'� „X" �oam° a ra ed urethane insulativt�). Install 6 mii. va ar barrier to bottam face of rafters at rd, x ; x . , , ,; : . • . 3�JQ.�� M�MBR,4N� U1AfiERPRUOFINC� ; s �, ,.� , C�UJB ON �'aNA�T &ID� I� � � S-� M�41�J ��V�� Fi�4MINC� �'�14N �° all cetitng areaa. i°rc7vid� 2x�'a v-groo�� t4g d�cking at extertor expased raft�rs. 5-5 UP�'�i� �.EV�L F�M1NC� �'�,�N � '°' � � °� . ,�Q, ,6 , : Q � , � ' � FRaM �.o. �ootiN� to 3��� A� FLOOR STRUCTUi� Subatit�t� "Vc�cor U1tr�" m�mbrane under all copp�r flashing lcscattons. �Q o o ' „ ' ' ;4 ' d � . , a ' ; � a ', , 3t�" �IQUIC> M�MBRAN� � t � �O� ��Ml�� �'�,Q� . Q' • 4 RE: Stt�UCTUF2AL i>111�5. m ' �v^ -�a � o�p ,. a� °. ,°, "� ��, "`-, �"•-' (� o� �,��� 2 ¢' R- 2 ,�, c c e n t R a a f 5 y a t� m: G o p p e r S t a n d i n g S e a m R o o f i n g a n " U l. R G c r a c e U 1 t r a" m c� m b r� n e, o n 5-� 5 T� 2 l� C T U R r 4� U E T, 4 1 L 5 , rV1 � �"S ����V�i.il�1!– ����1�� , ,4 . o; . . � � ' ° 4, � ; . ., • �b � ' ' a �� QO�,.�$� �' 5I8" GC7X plywoacl aheathinr„�, on roof framFn� fr�: structur�ll, �uith CR-5� min.) spay8cl 1 1�2° (NSU�. oN . . 4� :°�' • , 4.: . �� • � . � O CP�RIM� ER— urethaz�e foam inaulatio�r in Jot�t caviti�s, Instali 6 mil. vapar barrfer to bottom fac� af r�fiers $-`3 vT�2l�CTUfZ4� i��`i,A�l�� v8 oR GoNtR. ,'°� �. , A., •,d� . a .'' ,°. .� o� o�iz41N � i '��'°j�� ��1�����0� �',��.'�C��Q1� at ail ceiltt�r,� ar�as. Provid� 5I8" t-ll1 wood soffit at extertor expos�d raFters, 2x� v-grooV� $-I� �TRI�CTUR�4l. D�t,�CL�v oPt�ot�: �istt� ..: .. °, ¢° .��. : da � 4A. .• a O�� t�g d�cktng at porch�s and d�cics. 8tandtr�g s�am rooftng to hav� na �xpos�d fast�ura, �v-11 �Tkt��tUi�?�4L U�T�,I�.S NSU��tIO 1 u1� a. �� d'� '�. �'�. ;�, °� '' Q.. �¢ � �IM To t`r'P� �, ExG�Pt 5U�35ti'i't.tt� rtll�" GFMMU �`'i�� ��'j��}-i. ��-i,��� l,l���� - O�� �C.�l.��.' �ra hcartzontal seams and to �ave integrai cap and pan. Pan ta have two ribs ��r pan to reduce , a • a.�. ��'; � •.• � . � �� 'j"1`�� � $�a" CKl'P. i3RD. A't tuE't AR�A5, WItH �a" Sc�lND oiC car�r►1n .�'rovid� sho drawin s to Architect for review rior to fabricat[an. �L�Gt�I�,�L: �'AP�D SE,4M5 � ' c� ° 4 , . : c ' '� d d , . ' O � � AttENU,41'ION �3,4tT INSU�At(Oht iN C�.1Yiti�B ��- �.i�S�� � p J p • ���� � �� . 4 . . . � � . o I I I � °� ' �G.� �OlU�ST �.��L �IC�Nt1NC� �4N1� POUJ�R �l��4N • �i24�L ��— siM ta t�rP� 5, EXG�P'i �t.l�vtl't�,l'tE 5J8" T�rPE ��x�� C��L�1�C� �C�t��v: �2.2 �4W��' L�V�L �.IC�NTINC� �Ni� F'Ot��R PL�N CrtYP. BRD. 80tH SID�S O� WA�L �ROM �LC�OR BACiG�IL� � I �"i,�'� �� 'CO ROG� 3N't"C� OR i'OP O� CNlMh�IEY TO PROYIU� �� �2.3 Ma4(N L��I�I�IC�NTiNC� r4N1�7 i�Ot�1�t� P�,41�t /'� --I f I I I I I! I 1NR SEPE�A1'!Ot*t FROM C�AR�4t.x� C�R C+�IMN�"r' t0 1. AIl cetltngs ta b� �/S gwb, unless atherwise indicated. �2.�4 UPP��? L�V�L L.f�1-ItINC� AND i�U�U�i� i-LAN �'1'�'� < 1> G,(,�'�G���� �C;i,,�j�(�'j�,�"(�;j� (,,�,d,,��. MAIN i�ESi�'a�NC� UL �t32�5 Z, B�ind ali ceramtc ti1e, marble a�ci granit� substitut� '(ti�o �mmu for 5!S" c�cub. �I�''� j�'``"�'' v [ �ti./ � � ti../ I �'$° ��� 3, i�'ravid� Bithuthene tuaterprocfing metnbrane an 1/8" masantte b�hind gmmu ot� ste�m room walls �nd {N�C��IO� ,� a ,� 6 MIL. V�4PL�R RARRI�R, t,4P� g� }� g �' /'''�j ceilin Slo e st�am ream �eilin 2" er foot mtn. ���� ��L./'�� ,� 2 ,4ND SEAL �4?' FLOOR, CEIL.INC-�, ,� �.�. �,����,��� ���� ; oP�NiN�S ,4Np �aIN75. �. {nstall a �c mil, min. vapor barrier ta bottom face of rooF joists �t c�iiinr� apac�s� 5ea1 vapor ,���� ., , barrl�r at �xt�rior w�lls to create an int�rna( barrier tcs vapor p�rmienc� at tl� tl�rmal �nY�lope. '� ��s" �u�e, BOiH SfDES s�� �x-r�t��oR �t��v,atror�s �ot� ' ExTERIG�R �It�l�H SY�T�M. �. ,4it sum board c�ilit� s are to be a fi�d directi to bottom face csf oists and raft�ra acc� t �' Mtic,� Y � ��,�� � 7 � `�y�' g p�' � � �' 1�52 Buf��f �� Crec�c. Rd. ' �xt. �iNfBH S�'S'C�M oN ,41R�MO1SiUR� on underfram�d areaa. Va11, CQ S1F5'i 4 ; 2X� U1R. 571�D8 � l�o" O.G. IN�(L�'RATI�N E3ARRI�R 01�! C9��) ���+-ro3ro3 -�I1to° EXt. USB. ON 2XG3 C'9i�� .4-t�a-�4mi6 �ax ��.,,�� „ s � 3" S011NU �7T�NUATION B�TT CNSUL. N�l1�Ai'(� N IN 5t G� CA �-19 BA`C'T �� ���� ��t�Q (�/�J //��}�y( /��(�/�J1�(/1�_ ' C�J G�" � �1/�� �f I i�/V�V/� � .A? . a+4—� �� �• • , UJ,4�.L '�' .. ����t��: —�pauu�,atio�t �ua�� ,4rchttect: tAE3 Aeeaci�tea, Ir�a. ' t a' 4• Itii�2 .�/ I('�*urr 1�(�:/-4� l.iLV��J, ���� , ('`* 1� t ,y, �LaoR $�R�1cTt�RE �' 4 GG>PPER I�RIF� �LA�NINC� 1�vo �Gca� 8362QJ-'1�31 . ' •' �.. �4t�1��'i l..�Y�L 1"�,�IN �..�V�� C9-��� -��S 1�.-�� ;` �°.,; �..•..� ��. 4 zx�. �t v�R�'. � t����.G. �X�STIN� SC�.�T, 2,�98 5G2.�FT. �XI��`11�1C� �vG2.�i'. 1,19� 5G2.�t. C��� 1 �� 4 s- 1�� t 1 f a x ` S N c� i ' t C. i G O N C. U 1 A L� U J l I N S U�, i 3 D. � 3 t l t�. � f � ' • �� �' � � l�l�t�1 �Q.�t. 25� �G2.�°i'. 1�l�UJ �'vG2.Fi. 3,S�o�1 �Q.�t. ° � ��' � lllA'f�RPROOfiIN� M�MBRr4NE ,..�•. . #� A 5i��4C� �4�C�1t� 1� ` �Po3 �Q.�T. < i�ICxID (NSU��4T(Oh! }� J^,\y. }.��+y.}�{�}�..� �d ''� �.o� '� • to ��-r��� �3FC�s min. I...�11�� '�J" Q.��. 3 ��a3 �G2.�T. Structura! �+�gtne�er: tJexu�ktrk �n�inaaring, inc. ���4� `' �' t �I 'L/�� �i ` I i�..���4 '� i ���I��VI't i �.� ���.a' � .e .' � I �ID�i fCendall �'arkway .r, cOPP�R MASONRY ��Y��. �G2.��. �J,J2Q� SQ.��. Bc��rn�, TX iS�iS Q°. ' + ' •, ' S1LL PL,45HI�iC�, 'TO 1'1�'i°� � 51MA o tY� .�, �xc�Pt su�st�tu7� -titb�� �MMU �aR 5!$° ��rP. ,;i'�;� •� 4�' cov�� �xr���aR �OUJ��2 �.�V�L. 183t?�i �5�-816� �� RD ,4t WEi' At�EA� k�3ENiND "tILE, lUl H 3 SC?UND A1'TENUA71C�N BAtt ,d •:; 'A, ,' �N��R �(NI�H l.�F'�'��' ��V�� t83P�� �i5�-Sl"12 f`�x S(M TO 7YP� ��XG�P�" SUBvt(`tut� 5J8" tYF'E '�X�� 51M tC) 7YP� S, EXC�PT 5U88T{TUiE �itl�o" GMMU �OR a, '.,. ,� .: �' MOvS ROCK �X15`CCNC� vG2.��. �,�(o(o 't�.,�' Q��. ��rt�. �r�. BOtH SiD�S t7� lUAl�l� �RC�M �LOUR �'i'P� ���a�� C�YP5UM BC7�,Rp A'f WEt AREAS B�I�(NC.� tl�� . y 4„ ,.<,�° .' :� B��P ON GRO�lT N�UJ �C�.�`C. 3,S�a2 vQ.�7. N�UJ SC�.��`. 1,��8 �Q�t. 5�otis �ngtna�r: HP r�ota�chr►tcal 1nc. T'�1'"�'� �R , , . � 5ID20 %?caad 15�4 t0 ROO� SHT'Gx aR i'Uf' � GHIMNEY TC.� PROVID� '` iHR SEP,4RATION �ROM �SARAC�E OR CHIMN�Y t4 � ,, �xTER►oR F1NI8�► C�lenusood vprtr�gs, CO St6�1 ` 4 , • � ���� \�'/ ��i���,�� �i{����� i���� �a,a . �' �,�. :a X-2 Oh! 11J-1 ��i�'�� �Q.��. �J,�3�f� �J"C�.�T. M,�,IN R�SID�NC� UL �l3m� �. ; . t9'lf7>) 9��-"1988 ..•� �. <� �A tCa�`,4� ,�R�,4 1�,S�i SQ.�t. C��t�) 9�4�-FS�S� Pax . � 4 �xt���o� � 4 ' � a� ����� �,�-��... ���� � � �• ��� R �,�-�t� � �'�� ������... " �r �i�l'�11�lC� 1�tC�t��. �'�U�'fi�31NC� 1�Ca'C�� Ccont.�: EL�Cti��C,�L �1G>'C�� t cont.�: r411 int�rtor sill plat�s o�r concr�t� to b� pressur� treat�d. All exterior sill plaiea to b� Not u�ater ahauld kxe on �rt t�et�l�#.ed hc�t water recirculattor� Itne and pump. Provide cetiinglwal! mounted speak�r wirtng at locattons in raoms aa s�arat�d Prom cat�cr�t� wtth pou� - sill ���1. ,4ny c�aps great�r th�n i1�4" to b� shimm�d w1 metal deatgnr�ted by th� Uurner at the pr�-canstructic�n me�ting. j�j shims � to b� foam�d wt expat�dt�g uretha�e, ,411 atuds to b� � l�o" o,c. ma�., unless nc�t�cf i-lumbtr�g fixtur�$ �nd itttings to b� c��s�n by (nterior U�sign�r or c�wri�r. E��n if not spectfied � ���1 `4 u ` ,AFF AB01t� FINI3H�U �LODR NDP� �1(GN DEN317Y Pt�1..Y�?NY��ht� DRAWIt�Z TIT�� � SCAL� �— PARi(tic�h�l or UJA�� t't'P� other�uise. Piyu�ood sub-flc�or s#�e�thit�g tcr be 31�4 t� r,� � ta be r,�iued � natled tutth rir�gsha�k �ll �cce�sc�ry fiitings �n a plumbtng ftxtur� �r� to b� t#� s�me ftnish t�s the m�in fttiinc,,,� or Meter bcxx - meter box # cliscar�nect sh�l! hav� Ioc4cabl� cov�r. A�t �coust�c c���►t� ti�� �t ��tc��►t �dti� 1t8�� = 1'_��� natls. Nati perimeter � 6" o.c. � fleld � S" o.c. +� JoTsts, �41i ,�atsts � raFt�r �ds r� to b� t'ully �d,j�c�nt Pittt�� it�elf. 1.�.= totlet trtp levers, supply �ralvea, lines a�cl escutch�ons ar� ta match ,�r .��t��-t� +� +�t�o�s� block�d, uniess supported by I�angers. �xiertor piywood wal! ai^�athinc,� ta be 1l2°. Nail u�t l�d �dj�cet�t sit�k Faucets. M�t�r, a��k � discc�nn�ct - an modtficatton to the con�t ur�tion of tk�se aa A�uri A�.t.�7�t�uht �oR� �+oR►zoht�A� DooR Siz� !3 INQIC.4t�n min. N� t( erlmeter � 6" o.c. � ft�id � 12" o.c_ Provid� biocki� � a l I�d �s b�tw��n studa. � � � � �g BY W(D7N t HEICsN?. �..� �' g J required k�y code 1s th� Electrical Gontractor's r�a�aonsibtltiy in d�sign � � ��� +�P �� i'cxuER t' i>OC�?S TO �3� �/4�! t. MIN. IN�'v-UL,�4�'IO�t 1�1C?1'�S: �L�Ci'fi�IG,4L NC7T��: tnst,a��atton �o$t, a�s axc+� so�.�r � �ot w,at�� � X �oor� st��� �s ro �� � �XT�RICaR �LEYATION 61 ,4RCH ARGHI"t'�C'iCURALl NUiG {�O'C W,4`t�R CIRCU�.AtiON �'` D�"i�i�!"t1N�l� �Y TN� Scuitches - a l l to b� maunt�d v�rtica lly ��48" � a f f, unl�ss oih�rwis� decided by Archit�ci � � �.4c��►��c� �R �tf� '�� `fi 1Ni'�R(OR D8SlC-�N�R DR fnsulatton to be t�stalied and expanded to ita full mfr. thic�eas for fuil wtdth c�f rouc�h-in. wire � br�a�r size - electricr�l contractor to v�erify exaci wir� � br�a#�r � �EA1�t INSt,►� IN3ll�ATlONIfN°vLILAtIt�fC's own�. studJjoistlrafter spac�. lnaulaticrn to be split around electrical a�,d interiar piumbing, prc�vic#e siz�s for �q�ipm�:nt � ltghttng b�for� runntng n�c�ssary wtr� and �ia� ��AR�t� ,�T ,�o«it max. t�tckn�ss polyisocyanurate bd. insul, fc�r full width � hi of stuci spac� on colcl sid� of Receptac3ea - afl to b� mounted � isa" ��£f unlesa ot�rtufse not�d or c+t�rwia� d�cl�led b� p�r current codes arrd r�gulattons. k��K B�oGK Kv Kl�ovoLt � ' u u D�StGN,�'tE9 "���A" W(k�pIXU plumbtng in �xt. walls. I='rovid� no T�sul, an warm sid� �f plumkytng. Yapar h�rrier sealant to b� ,4rchii�ct � r�ou h-1n. �ramer to rovide bEc�ckin aFter electrical €a out b�l�ctrtci�n. �bov� �� ao,�t� +�v� K��.ovo�t At�t� � ��t��2�ot� �i.�v�trort J I� J � � 1 s�z�, a�� wiunc� ,�� �ro �� ��tr�mco-ficous#.ical° s�alant or approv�d �qua1. Provide paiyisocyat�urate board behind cou�t�r receptacles to b� mo�ant�d hortzon�.aity. Rec�saect lic,�ht fixtur�: i�f�r tQ d�tatl vn �t,45,2 �o �ortcaht o� M�► M�+�oLE ��r��Q � ptv�r�Ea t�i s�f�'s receased light Ptxtures per cietatf 5IA�2. BoT �oTT�1 MFR M�4Nt�,4cttIRECIaJ i P�R �X'PERIc�R ���vATCOI�i Exterior rec� iacl�s - all are td be tn w�ter raof baxea wl c�vers � io be on f.t, circutta. �4li utt�rs, clowns auts and l�ad�rs tr� r�c�iv� heat t� e fcar �t1re I�n th. �� ��'`�R M.�>c �tAx�t�uM o�w�t�s. ����� n�si�t�txc�t L"�i�1'I,U,A�.L �4i'��: �' p �• '� �' p � �n� er�rtr�� t���ra� uK�� �t�c� rr�c�,ba�rcat,. �ru7cc�t�s ���ss �a�n RTUW BTU P�R HC7UR MTL MEt� WA�L �Gi"CON +t PAR'�IAL S�CtIGN tUiNDOW. M�R TO PRUYiDE Rryu�akl to b� shtmm�d aa r�c:�uired. G-��nerally, electricai clevtc�a artd cov�r plat�a inst�lled tn �uc�ocl or stor�� are tc> be dark brcrwn, ����„�,����,�� �Q-i-��: BLt� �u�LD�t� M1N M�N(h�uM '�' i�P�R SIZ� FOR l��4RDWAt�. but El�ctrictan ts r�sponsibl� fcc�r r�vt�uaing surfac� calor�s with �4rc�itect, (�t�rtar D�sig�er at�d �uR SuE�T uP Roo�1NC� r1 NoRt'�► AOI� I�ryu��il tc� �e acrewed. i�aila �re #.o be used only ia �osition bcaards, noi io s�cur� �i�csm. C,�wner for revtew r�f d�aireci calors �artor tc� aubstttutton or inatal(ation. C7utl�ts and swttch�s to M�c.har�ical syst�m to be deatgnlbutld. Raom by raom h�ai. loas cafculationa cL� c�iLlt� Na rtuht��R b� °Decc�ra" tr► t, e, tca be submttt�cl tc3 t,�tu�er wtth d�si n fc✓r r�view �nd � roval. ��-, � �Et�1'�R LJN� �rc c�i C�f�'i'�l�C3� � t��rlslottt NuMB�R ��' J K'K� crc c�t�t�R to c�t�tt�� at� o�osa� or t Dryuaall t�xtur� #.a b� choa�n by Owner. aamples are io be troweied or apray�d and accepiance �v �i��,4t�1 out oz c�uNc�t�� "�' p�t.���. 5�ct�at� ia to b� d�t�rmin�d by the Own�r. trlm rings and baffles for recesaed lic,�h�. fixtures mounted in woc�d ceiit�gs are to b� biack trim �hop drawtngs shou(ci b� prvvid�d for ,4rchitect and Int�rior C�esign�r c cc�ou�t c�o Ot.t'f3(DE DIAMEiER ��p ringa and b�Fflea For rec�as�c1 ltght ftxtur�$ mou�ted i� ceiltnga that are patntecl other than r�vl�tu for lc;�c�iiorr of �Il soFfii, rec,,,�ist�r �nd t}�rmost�st lac�tions. ctu �ol.t� tuAt�R o� c,�t�ts�p� �,a,�� �li� �LR �1.�� Nc. oints, ta � a�ams, scr�w heads or atc�s should b� vistbl� u on com letton. whit� c�r b�i � ar� tn be patnt�ct ta m�tch the surroundtng c�iitng. trim ringa ancl baffl�a for cc>� cc�LUMN t�R� PEt�=c�4t�p , �� �L�YATIt�N CMa,jor Pl�n) � }� K� K' p " � c.ortc cc�tc�t� t�.., t� �t..�� �L = i�� -� r�ceas�d lig ftxt,ur�s mounted tn c�ilings th,�t ar� �+atnt�cl w�ite c�r be1r,��: �re tv be whi#,e. All lev�la to have radiant, I^�dranic, in-Fioar h�atinc„j as th� first siage af c.c�t cvt�t►N�s, cart7fNU� � �o�.� � heatin 'the su i a�rd return lines from the manifolds to t� m�chanical room Ali cort�era � transitions to have rour�ded corner tr(m � moulcitng, res}�ectively 4 are to be tn a ' �� �'� � C,J rC�ltROt� Joit�1` PoL'r t�ol�1'�t�1YL� �� ,4i��4 �N�.,41�M�Nt stratght Eine. S�c{u�r►c� - verif'y sequence of ltght. swttc�a wf ,�,rchttect or t�urn�r. �r� not tc> be grouped toc,�ether as to cr�at� a hot spc�t in the f{c�or or co� cc��t�.4�s� PoLY�x t��.Y�n'� �,+125'-4" w� ils. �'h� m�ntfolds �r� to be plac�d it� u�a lla csf cio�eta, �tc., cuith �cc�ss CMP C�a�Ai'�D I�'tAL PiPE F�VC POLYYIN�'L CHLORIPE �-- �L�Y,4'tiC� fSpat) �'�I����`� �C7���".J"': Coordtt�ation -�iectrtcal ccsntractor to co�rdtnat� hts work wt t� ,4rchtteci car Jwner � rough doors, 1n dtscreet �iac�s, x ct�� Pw Po1'�R� tu�t�t� .4iE atni to b� hi �st ualit �cr ltc lat�x, 2 coats av�r 1 coat la#.ex rimer. inatallattat� of Itghts, r�c�ptaclea d switch�a for exact 1c��attons. � �;uBic ����t �� M►MUt� t� s�ouhtQS �R 3au,�t� r-oo�r p � �1 � � p E�oth ext�rtor � interior boxes ahaii }�e instali�d, t� i�sp�cted by Archtt�ct or O�un�r. �`�rmostata are to b� dt�ttal with 2�-i setback capabilittes, p p���'�o�t�'�t t�� pc,�tas t�t� sc�u,�t� �r�c�+ DiL D�tAf� Pi'iY Pl�S°�ll1� 1��.IEF Y,4l..YE On stai�r�d wood or raw wood, 1 co�t palyuret#�n� s�ndt�rgta�a(�r, 2 caats fi�olyur�ihan� fir�tah. Ya or barrter enetratto�s - all to be car�full �x�cuted � caullc„�cl. s�►� pl�c.��4L r�aa PRO��cTtc� � i� � DiA, � DIAhi�i'�R Pl. PR4P�RtY �I� ����r!'��� j� I°a(ni � atatn coior � f 1n#ah luster i.c� b� s�lected b t�e Dwn�r urrfesa inclicaiecl in theae „ �� „ a��i� tai�t�+l�t ��t� r�E�t�c��'a.�, tlr�� I��� � �ans (pre��.nt � future� - ali to have � retnforc�cl fan J box�s. Dl-►w ooME�TfG �+oT u1�4T�R Fzht RaoM dc7cum�nts, Du1Cs DRAUJIt� sC�! SCC-1EDUi.� ����"'��C�,+� �C�t��.�.. Cablz�ets -�I�ctrical corrtraciar �,a hoc�c u� all electrical ie�cateci 1n cabir�eta as ir�dfcai�ci on ���:� ��������'�' '�'�' �'�� �����J: EA E,4cc�-! �-iT SHEET the drawinc„�s. �tre �u ressi4n s stem to b� dest n�d. L'�etatl�d laca�.ic�n of all heads ancl �R��' ��-�Gt��ct�� �IM �CM�i.AR �upply Iit�es ahould b� sized prop�rly and run tnd��ndet�tly �s rec�t�tred io pr�v�nt K'�' � � �wc ���c�rr�rc wAt�� coo�.��z s�.� s�ir� ���a�o ��r��s -�-- ��.-��� �x�st. �o-r ���v�rro►� t�tn �ratur� c�an � at th� shvw�r wh�n an Qther l�mbtn fixtur� ta o�rat�cl �ipin� to b� submttted tc� Owrt�er For revt�w and approval, �tt�e aprtnkfer ���v E��v,4tfow��.��r�tc� st�c 3t�cj��c,4t��ts� ��uM�rtt.ct�t F'� g � p � �' i'�levislon ant�r�na vutl�ts - ali to be home runs C'15 o�rr caax cr�b{�) ta t�l�vtsion anter�na "maln" }�ad covers shauicl be iactory pat�t�d to match �.h� c�iling sur�`ace colar tn ��r� �Ma�pM�t��' s�, � sau�4� �oot ����rt c+utl�t IcJCai�d p�r Gywner. tuhich th�y are to b� tnstaCleci. Dark brc�nze ccavera tn wocad cetltngs �nd �M �M�t�NC'� �7`�. s��� �.______ �upply lines if flcror vr w�il fed, cir�in trapa and autlets shc�uld nat b� icxcated where thec� u�tii �x �x�srlt�i st�� srt�3�tER ����42,3'1' r��tu �Pax �L�v,�tic� i_..._._---- =--_._r� uX�r� t'Rc,x��i� white cov�rs 1�i �i ht colc�r �inted dr wall c�€lin s ar� acc� t�bl� �xl��' Exlsrt�� s'tN ;�T� t�terfere with rolf-out al�Iv�$ rn sr�c base c�br�,ets. � �'' � g �' S eak�r outEets - a11 to be home runa t'i�4 �. 7wisted co �r two cc�ncluctcar u�tre frar ��ch � �xP �xP�tslot�tt sp �TO� 3�tz4�N �' � K'K�' �' al�.�rn�ai�s, i� u�s#,s for aiternates ar� to be submittec[ to t� �4rchlt�ct,, channeli ta ap�aker "matr�" outl�t ivcat�d p�r Otur��r. lnt�rtc�r i7�stgner a�d C>u�r�er fc+r rev�few prior tr.� a�b�tit�tton c�r tnstaliatton. �x1' �xt�Rlcx� r E�d�p stt�r �tRUC7uR�At_ �.I u�aap «���►:�p} L7ratn Itnes runni�g tn w�lls �d�acer�t tc� �tvtng spac� ar� to b� in cast �ra� , trans�tTor► to �v� � ��aorz a�a�r� �u�p �,�K�,��, �x��-r. cor�tou� b�low t�e lc�west levei floe�r. �Cne linea to be � pair tc� each outl�t. � � es�t�1.�5 `r� ���RA�tuR� co�t�ttt�oL �2 ��u� �ttouR �,.. � �F FIN13N P�.00i2 i!-iK THIGKCi�t�SS3 = � � � ��`� �� � �� �`�� � �`" �� �H FiR� �fYt�RANi 1`HR�,1 1HR�ZH � � `'r �r/ �,,i--�--•-: .-�;-�-.�-� .,. .t .•. .'. . . �LC�s �L,�I�fGE tG7 1'UP OF ���� �' Pt..,48t�F�'t��13'i'llGGC� . �. . �. . .,. ... ���R �LU�R���iT ?�NS�' �vY�RSE i! -i i i=i! 9=l Il=1II-1I I-_ . . a . . ° . . . . ' �P Pil�PL,4G� Tv �'UBE v1�El. L����_L!_�" G�i�AtVi(Gtt�ll.4�t" i"El..� I�,�-��'t,�t`� �?.����'�h�IG� �C�i� �'�i� F'�»'C7J�Ci �� �`�� �'fi,��1�! �i�l�� �1�.�7C�� 1..�`��1.. �r� �o�rir� tYP rr�ic.��. � ���%�%��\,,%��f,��� �«.� �'C7�' C� C�`C'�'C�'��`� -��. 1��'-Q,�'r C�� ,4�� C�`I'���.' I��l��i�C�� �C�l,�,��..� 8��31.��' C.>� ���"� �'1�.,�1�. �;� �au�� u� �rao�s�ROUr� C.x�LA�I. C�,�1,.i�t7ht UN� UNL�33 NOt�D CJtN�RlUlBE _ C��4LLY C�sAL`,fAtJi,Z�D Y8 VAf'DR �3,4RRI�R �,�.,—.� _� -T-.--.- , , ; ,�. T. . M,4t�BL� �✓ � � � �r.�r1' �� � � CC.�t�EC4'�T`� � � Cx( G�sALY,Aht(ZEi�? IRC�! Y�R7 V�R'3°iGAL C�s C�A3 1�3T v�8?iBUL� GMMU G�A83 MEvI-i M�R�'.4R UNf1"C°�i Y VOLi �'x1�Y��. �+t� Y�iVE�t� GNC> C*RC�lD WC WA'i'�R C�4S��'N1At�i� CQLtaMN 'The drawtnr�s, ap�cit'ic�tiona and other dac�xne,s�t� prep�tred by the Archttect lt,4S �4saoctatea, Inc..� far this Proj�sct �re tn�trumcs�nts af ihe Architeci`a ee�ruice fc�r uss aaisly with respesct tr.� this Pres,jeci and, unlese �R G��, CxRAT�iN�x WR �D otherwts+s prvvic#ed tn writing, th�s Archit+sct sFutEl be de�med ths eale and exclusiva �utl�or of thas� documsnta a�rd shal3 rsiatn, withaui limitatton, ali cc7mmc.�n law, s�atutorc� and c�th�r rescsrved rtghta, inciudtng th�s C�`r'P C�s'�'PSUNt WtlJ� WELt��D WIR� �,4BRlG ___-�T��_� �45PHAL1` ���� SAfiT E�ist.l�.�i`�� h r 45P capyr(ght hereof. Na p�son, whether havtr�g come ric,�hi.ly tnto poas�s€on !^rer�sof or ot{�srwtse, sl�al! emptoy thea�e docum�nt� on t�ny +ather pro,ject, nor f,�r addtt�ona to thta i�ro,�ect nor �'or the c�mpl�ttr�n aF thts � G-cYPSt.lf�i WALL BC.�ARD W t.i1�3fi1WAt�l�1WIi>�AUfC>'tN E'raj�ct by otk�ra, uniess wtth the prtor exprees wrtttcsn ooneant oF the �,rchit�rot and upcn approprtate camp�neattar� tc th� �chiteat in an amcunt ar�d iclt�d satiafaotory tc th� ,4rchtt�ct. 'I`� ,4rchltes�t expreealy �ItY �l�AT(NC� t v�NT1l.,4ilt� ut! t�l"tH j Tf c cl�ima alt praprt�t�ry righis in ti�es m�t�rl�al whlch Sa iaauect in confldence �crr dessign �snd ! ar c.canstr�actie�n purpoaea of thts i='ro�ect t�e n�+ted. 'th�sa� m�t�rt�ls tn�y not b�c copt�d, ma�itPtsct, nar empioyac.� tn �ny euay +�t'�O �iiC��# D�NSIT'r UY�RL.A't' �71c� WEth3t�t /�j/ ii��� MET�4l. _ �� i�IC�lt> fNSt+iL..41`ic�h! cuitk�yrsui t,�xs speciFfc prior written consrsrrt ,�nd pc�rmiasion aP t�s �4rchitect. i,c�i3 .4asc�ciates, {r�c. 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StB Calor�do 3pruce �' 5�A9'o l�i' �I <!�ID�'o 1Z' t> 5��321�0�Grn �varear�sesn vhrub� �.s< CJ Juni�rerzcs communis 2i �a gal. 3` c�.c, �ommon Juniper �c�� ���� CsC ,4saorted G�rotatid Gover a�d Parrennials: 6�qo oF area are ga�ilon ccntt�tnar and �'a of area ara f(ats, f32, 2 lf� pot per flat) �.�t�d�c� �� ��:�1=� 1 F'ara�n[a 1 �3ecls T \ F'lant Mafi.ert�l Gall Out \ �Abbrevtatian taee P'I�nt iist3 �_ �uant��y �ound Cover �������� N�tiue C�resslWiEdflotuesr Ravcgatatt� ��►�a� wa � i "�',t°1r't°C�1c°'�c'� t�tat1 '�'.�" k�c°G� fiCc�tf 0�1�► ------ ��t �,rg�, gaotextia� al�t f�ce wlat�4c�sa +� �+` oc t�lattve rass: !n afi dtaturbed areaa noi recetvin dani bed. �.ow G�row Mix as available irvm Arkanaas Valley eed, (nc. �vesrgr�sean 5hruba Denv�r, Coio.,(303.�32�Z?-"i5�. Wiidflowers: Mauntain Mixture *�'003 available tYom Applewoad �ed Co. ----� directton of swal� Penver, Colv., C303k�31-�0283. 5eed Mtx: l�tative C�rass 3eed -�F oz. 1 1�D0¢t 8F lUildflower Ssed - 5 oz. / i0� v� totai 5eed Mix - 9 ciz. I lta2>� 3� l25 l�88 ! Acre) Str�ur Muich: Cie�n oat c�r w�at straw weil seasczned before bailing, free from c,� tnaiure eeed-bearing stalks or roQta ofi prohibrt�d or noxtoua weeda. ��edina: -� 80�� n eatl of se�ded are�s to d�th of �F" - C x r a d e s c,� i! o f a e e d e d a r e a s t o � m o o t h e v e n s u r F a c.� w! m o d e r a t e ly coar$e texture. -Appiy s�ed �at spectfted rat�s in C2? �qual sowtngs at rtght a�gles to eac.#� ather. -Place straw w�t#�tr� 2� Frs �('2) 50 LE3 batis per 10t��d vfi, crimp inta aoil �rrtc,�atron - A!i piar�tir�g b�ds wtil b� trrigat�d with a drip irrigattan system. -,41i re-seeding wil! be irrtgated with tvmporary spray. �'�rnr vra ry,�rc��iot� Contrcll Sirawabl� sittailan b�rms shall be ui.tliz�d during the constructton anci landecaptng p�rtocls. Sarms shal! b� lcac�ted �ccording �a a ContraGtor prepared temporary Eyrosion Cojn}tro! P(�an and ahall be tnatall+sd prtor IrL �ixVAi ��+ 4n{�./l l. ., tilater disatpators sh�all be insa((ed at int�rvals in drain�c,,,�e �wals8 �,ot #.o exc�ed 25' �ccordt�g ta t� t�,�. ���$��, �,�r�� ��a�. �'rc�t�cti�c� �1a tur� l��a tur�s The Goniractor ahr�li be responatble for prevantiru� 't� ar�sa of dteruptlon wii] be completely fencsd to tFrs ret�sase of sediment ladcsn wat� Prom thcs prat�ct surroundi�rg uncliaturbesd veg�tatton. �'he arer�s cr�natructtan site, �ncl sh�11 be requtred #.a install whlch �re nat [andacaprsd bu#. within the disruption zone addittonat contral factlitt+ss at ihe directton wi1l b� r�v� eztated ta match the natur�l v �tation. af t#�S Ow�er or Tnapsctar, ahou(d prob�ems occur. `� � ��c�#'1� If `i �`�G���':� � 1. �.andgcap� Contractor shall be r�apor�sibl� fQr becomtng au�ar� af all und�rground utilitt�a, ptpes and structures. Th� �.andscap� Contractor shall b� hetd r�spons�bl� for cantact�ng all uttl�ty cc�mpan��s For ftEld location of all u�derground utility lines �rtor to any excavatton. �andacap� Contractor �hall tak,� sol� r�sponsfbtlity far any cost tncurr�d du� to damag� af satd util(ti�s. 2. Do not u�illfuliy prac�ed with constructtan aa design�cf uahen it ta obvtat�s that unknown obstructiona and/or grade �liff�rsnces exist that may nQt hav� be�n kno�un during cieslgn. 5uch conditiotls s�al! b� imm�dlately brought ta th� att�ntton oF th� Architect. 'ihe �.anclscapE Gontractar ahall assume full responsibility for all necessary revisivns due tQ fiatlure to giv� suc�r �otlPtcatton. 3. �andacap� Contractar ahall b� responsible for any coordination with the Crter��ra1 Coniractor and oti�r �ubcontractors as r�quir�d to accompltsh plant�ng op�rattona. �4. �andacap� Gontracior to rec�ive sitE r„�r�ded to +1-�.I foot of finished �rad�. �.andscape Gantractor tc� inaj�ect c,,,�rades �nd tssu� � C�tt�r afi stte acceptance prtor to atarting landsc��e tnatallation.. �a. 7'h� �.andscap� Cc�ntractor sh� ll be r�spvnatble for r�turning th� aite ta origina I f 1ni�h�d grad� onc� th� landacap� installatlon 1� compl�te. No low spota or ponding of surfac� wat�r w111 be acc�pted in th� final �uork �o. R�f�r to landscap� sp�ciPicatians For planting r�c�uir�m�nta, soil �r��aaration teatinc�, mat�rfals and executian. �f. Se� d�tails and (andscap� speciFicatican� Por staking methac#, plar�t �it dim�nsiona and backf(li requirements. 8. Plant names ar� abbr�viated on the drawings. �ee plant leg�t�d E'or symbols, botar�ica Vcamman names, siz�s, �silmat�d cjuantities and retnarks. `3. fP conflicts aris� b�ttu��n �ctu�) siz� of �lanttng areas and areas showr, r�n the pians, l�andscape Contractor to contact �4rchit�ct for resolution. �ailur� to mak� such canflict� knouan to ih� ,4rchit�ct tuill result in Gontractor's Itabiltty ta r�locate the mat�ri�ls. 1Q�, it ts the �andscape Ganiractor's r�sponsfbflity io furntsh plant mat�rta(s fr�� oF pests or plant dis�as�s. Pr�-��i�ct�d ar 'tac„�.geci' mat�rtaf must b� inspected by the Landscape Gantractor and certtft�cl p�at and dlsease fre�, it is th� �.andgcap� Contractor'a okaitgattc�n to uaarranty afl �lan� tna �.�rta Is. 11. P1na1 Iocation and stakir�c„� of ali plant mat�rtala shail b� at th� dtr�ctton of the �.andscap� Contractor. Landscape Contractor shaU r,ot proc��d urtth planttrrg operattons untrl �takt�g ts fully approved. 12. Coordtnate insiallation of large �lant mat�ria{ with installation of pav�ment and curb and gutt�r, Any damage to imprav�tn�nts bc� others is the r�sponslbiltt�y oF t#� �andscap� Contractar. 13. �'rovicie mc�tchin� aizes and Porms far each speci�s of tr�es inat�ll�d an �rid or s�aaced equally tr� rows aa s4�wn on drauring�. 1�. Provid� matchtng siz�s and forms Par ail pia�rts ua�d for h�dg�s. apac� �c.�ually on c,�rtd, row or triangularly as nc�t�d in plant legend r�marks or shvu+n on pians. I5. �411 al�ub and groundcow�r b�da ar� to b� muic{,ed with 2'" de�p layer oP cc�m�aoat mulch, or 3" d��p layer oP woc�d chtp mulch, a�e sp�c�. lt`o. Plant count in plant l�g�nd is for tnfcarma#.ion only. Landscap� Coniractor is r�sponaible to v�r(fy quant(tt�s Por al1 plant materials and stzes shcawn on plans. fn case oi' ar�y dtscrepan�tes, gr�ater quaniity iak�s pr�stcl�nce, �uheth�r on plan or in l�g�nd. l�t. Lar�dscape Gar,tract�+r s�a11 provtd� per-unit price for all pfant m�t�rials by typ� �nd size, as call�cl out o� Plantirig Plans. 18. �411 plani maierlaC sp�ctfted shall b� nurs�ry r�rowr�. Max. Boulcl�r 5ize lUa Iis less thar� 2' ta II - 18�� max. bc��,►lder dim. �Ja 11� c,�reater than 2' t� ! I- 3�" max. boulder siz� Mirr. Sould�r 5iz� -ra l�alt` c�f wa�� - c> i " mi�. br>ulcl�r dim. r 1 Bottom ha 1€` of` wa ll - / !S" min, boc�[der size / NC7`t�. lnsta ll uaa l!s at the dtr�ction of th� �4rc�it�ct 1n tk�� fr�ld. I�tt�nt is tr cr�at� variattc�ns i� th� ���� ���� �� ��la� fc>r �orizcarrta i sur�"ac�s and pla�tt�g pocicets. :. . � . .. .. . � °m 1n, �inished c„�rade var1�� - ��� �alans Cc>mpact�d subgrad� �" la��r c�ra�ular backf I I1 urra���dwl filt�r fabri� w! �' ��rf. �''YC drain iine tf rec���red !ay the �afE's E��. � � Bouici�rs to match i � � oth�r �ro,j�ct stone '" � work - r�utew boulder� � wl C�u�rrer"s i�ep. �`nr � a pprvva 1 prlc�r to ,� � lnstallat3on, �xist, c3n-sit� � = hc�uld�rs �xcavat�d durine„� • , � m " ��rthutork c�n b� atc�ck�iled � .., .• t . � fc�r u�� 1� bvul�i�r wa l Is. ,� � .� �. �� � , . . ,411 b�ouldea� uu� �ta ' " -- --- wttE bes d�rlgnad by, �nd �ra tr • -�"�.____ tnst�llattc� mc�itcared by at� �nr�inarer � �'-; rergte��red tn t�s st�ta� of Cotor�adc� ` i ;_` , . - ��-_�_ �'rc>vide indi�✓idual �ould�;rs at b�s� c,�f' u�all to r�duce v�rtical a���aranc� of uaa I 1 Pa c�. �, �� n�r�� � � 1 --�..c„� � � � ,- / '� `� �� , � f � �_ ll �� �� !� '� � � ' ` �s �,� 4� 1 /� � � � � � �, - / � �� �� � � � l I� ��� �� '��� ����. 1 ! f , � , j �� �� � / l f� I / ff� ���: <.� �� / t � � � `� �' 1 / � ���'`'`� I l � �1 � 1 / _____ � � - / � � � � � t--_ I� �/ �/ � :�l�w,; _ /l �l _ ° ;� � / f �---- I l 1 � -- r ��:��� .� �_ l 1 f f / l / / I�� f I� �� 1 �� f � f � � /� �� � � � � � f 1 � \ �' � � � � ���iT*``* '` � l `1 j � / ` j 1 �l f ! `/��ET@A� �,� / � � � � � � l � 1 � � / '�.,. � � �� � � ,� � ! 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RETAINING WAL�. 2. DRILL & EPDXY GROUT 24" l.ONG #4 DW�S. 6" INTO EXIST. CMU PIER EXTENDING 18" INTO NEW C47NC. FON. WALL, SPACE QOWELS {� 16" O.C. MAX. VERT. �e PLACE t� CL OF NEW CONC. FDN. WAIl. use ��s� ��aaE�s u��.�ss �a�a o�HE�wisE EXTERIOR WA�L SHEATHlNG Ni�TE 'ALL EXTER(OR FRAMED WALLS ARE SHEAR WAI1S AND ' ARE SHEATHED Wj 7/16" OSB AND NAILEQ Wf 8d � 6" EDGE, 12" F(ELD. INSTAIL 2X6 BLOCKIhiG BETWEEN STUDS AT ALL HQRIZ. PANEL JOINTS 1NAT D4 NOT FALL flN A ' T4P OR BOTT4M WALL PLATE. NAIL ABUTTING SNEATHING PANEL EDGES TO BLt�CKING WITH 8d � 6", BOTH SIQES ' OF PANEL JOINT. STU,Q PACK KEY ■ INDICATES ST11D PACK EXTENDlNG UP FROM FlO�R ON WHICH !7 !S lNQiCATED, EXTENDfNG UP AND DOWN FROM ; FLOOR ON WHICH 1T fS INQICATED. S�E PLAN KEYNQTES. i� INDICATES STUD PACK EX7ENDING DOWN FROM FL40R ON WH(CH IT IS INDICATED. SEE PLAN KEYNOTES. SL..�B—ON—GRADE BACKFILL NOTE: BACK—FILL UNdER ALL INTERIOR AND EXTERIOR SLABS aN GRAQE WITN FREE—DRAiNING 3/4" GRAVE�, OR APPROVED FIL� SOIL MATERIAL COi�PACTED TO 100%, EXTENDING DOWN T4 UNDISTURBED NATiVE GRADE WITH ALl L40SE SOIL REMOVEd ABQ1rE UNDISTURBED NATIVE GRADE, �EGEND -�►---- INDICATES STEPPED FOdT1NG 95'-0" TOP OF FOUNDATION WALL {OR PIER} ELEVATION 87'-4" BOTTOM OF FOOIING ELEYATION S.W. INDICATES ST�P IN TOP OF FQUNDA110N WALL S.B.F. INDICATES STEP IN BOTTOM QF FOOTING S.i.F. INDICATES STEP IN TOP QF FOOTING S.B.W. INDICATES STEP IN BOTTOM OF FpN. WALL S,S,W. fNQICATES START OF 1MA�L SLOPE � � t � . . � .. . ' ' r_-a•r - Y-t Past Offlce Box T4SS Avort. CQ 81620-T43i {874} 748-'i47Q Fax: (970} "T4&14Tt ema1L #abQvall.net www.tabassodates.corr► � �� i , .: . :.: � �,�,��.�Y� • � ,t�r„��-• � . � . � . cz. . : �� � � $3�J � •�= �O ����1 :'e'�' ��(� ` �,f�f/ ss � �- � � ��\\\��� ���''�rrir�NA �»�`��`�� � � � � � ♦ i � � i i� i� � �� 1 � 1 1 r 1 � �. � �� • � : _ < .:��-.: � �� t�c : '� � . �_ � r � w i � � il► . � � I;'!. � • � �: �V�� SFw8I9# 1�i0: �-1 EXISTING PWDR oaa � � EX{STING LAUPJDRY 000 � � �� r � �� � EXISTING BATH � ��� GAME 117 8AR NOTE �� 6 DURING DEMOLlTION AND REM4VAL OF EXIST, LOG WALL FRAMING SUFFICIENT EXISTING NEw FRAt�ING SHALL BE LEFT IN PLAGE T4 STQR ADEQUATE�Y SUPPORT WALL, FLOOR & aoo R00�' FRAMING ABOVE. REPRESENTATIVES OF THE STRUCTURAL ENGINEER AND ARCHITECT SHAL� BE PRESENT DURING THE bEMOLITION. EXlSTING BED aoo NoTe: .�----�.— DURING DEMOLITION AND REMOVAL OF EXIST, LOG WALL FRAMiNG SUF�1CiENT �XISIING FRAMING SHALL BE LEFT IN PL.ACE TO ADEQUATELY SUPPORT WALL, �LOQR & ROOF` Ff�AMING ABQVE. REPRESENTATlVES OF THE STRUCN�AL ENGINEER AND ARCMl7ECT SHALI BE PRESENT 4URING LE�EN D -�+— INDICATES STEPPEp FOOTING 95'-0" TOP OF FOUNDA110N WALI (OR PlER) ELEVATIQN 87'-4" BQT70M OF FOOTING ELEVAl10N S.W. INDICATES STEP IN TflP OF FdUNDAl14N WALL S.B.F. IND(CATES STEP IN BOTTOM OF FOOIING S.T.F. INDICATES STEP IN TOP OF F0071NG S.B.W. INRICATES STEP IN BOTTOM OF FDN. WAL� SS.W. !NDlCATES START OF WA�L S�OPE �—ON—GRADE BACKFII� NOTE: FlLL UNDER ALL IN7ERIOR AND EXTERIOR Si.ABS QN GRADE WITFf )RAINING 3/4" GRAVEL, OR APPROVED FILL SO1L MATERlAL COMF ►iq EXTENDING DOWN TO UND{STURBED NA11VE GRADE WIiH ALL EMOVED ABOVE UNDiST{JRBED NATIVE GRADE. BASE PLATE GROU�ING N�iE: PROVIDE 3%4" DRYPACK GROUT UNDER AL.L COLUMN BASE PLATES FC�UNDATIOC� PL�N q �/4„ - �,_(}» {� K YN � o�s t. FOUNDATION WALL & FTG. PER 5JS-7. 2. DOI+J�L NEW FTG. LQNGIT. REINF. 6" INTO EXIST. FTG. Wj EI�OXY GROUT, MATCN BOT. OF EXIST, FTG. Ei.EV. W/ BQT. OF NEW F7G. 3. TS4X4X1 f4 CC)L. UNDER 8�i. BRG. ABOVE TO fDN., CONN. COL. TO FDN. PER 19/S-8. 4. 3'-0" SQ. X 10" THK. FTG. REINF. W f 4�4 EA. WAY, SEE 27JS-8. 5. TS4X4X1 j4 CO�. UNDER BM. BRG. ABOVE TQ FDN., CONN. C�L. TO FDN. PER 27 f S-8. G. 5`-0� SQ. X 10" THK, FTG. REINF. WJ 6�5 EA. WAY, SEE 27 f S-8. 7. TS5X5Xi f4 COL. UNDER Bt�. BRG. ABOVE TO FDN,, C{iNN. COL. T4 �QN. PER 27/S-8. 8. ?S4X4Xt j4 COL. UNDER BM. BRG. A64VE TO FDN.� GONN. COL. T4 FDN. PER 21/S-8. 9. DOWEL A�L HORIZ. FTG. & WALL REINF. 6" 1NT0 EXIST. Cf}NC. FDN. Wj EFOXY GROUT. 10. CQNC. FDN. WALL 8c FTG. PER 13/5-11. FINAL LOCA' TO BE DETE IN FIEID � � � 7 si�. �� � � VdlNE 115 � � r � i � 1 � � � K7 0 25 � � rr N S-7 � � ; I 3" � I � ` � S�"_"��..__ _ � i �v� —v _ � � MATCH EXIST. �d' S._'7 _ I r..�,�. 12 `� �= ► S-7 � 1 fl9'-8" LEDGE _10,. #,_�,. 111'-0" 8'-5>� �„ 6,-�,. I �- � 7 `� . , . . � � � .� � ��� � � �� ;' _�i � o,_a�,> 3'-14" �11 I � 99'-6" i.� 1 — N S.(►. nnY �» � � � T.O. SLAB '`' �a" i� � 95'- r�a s.w, �i cV � a i ifl :.8i 88�-G° � .� $ 10i'-0" 95,_8° 88' _ {�„ � ti r* c5`. 1 �, � . ,.. � ,.� DEPRESSED VAU�T �OR SPA, �� �` /�'" �5'-�A CQORD. QEPTti, SIZE, SHAPE � & LOCATiON W/ SPA ,.'�� 1� 4V�iArn U � 95'-6" p ,. f 2 �� � t 05,_6" 95'-6" 101'-0" �� -�' cS. 95'-6" ,• t ��0 � � �,`L r�': ,.�� 3 / .�. , (� .S.W. � n./� ` ♦ ��r ,�j `% d �+� L t - . i�r �' SLOPE WA�L as�_o� .---''.,--."` �� �— % - ------�-...... 1Q5'-6" � ��}—Qn ""�---�..� �`'�, SLC?PE WALL `�.� DQWN `,"`�. S.S.W. —~--'"`- \ DOWN �'�..,�,` � �� � � �-7 _s�� / u ..� s.s.w. �,,,-- � � 36` � » s.s.w. �o5'—s 14 � � s.e.. � SL�PE WA�L 95'-6" 108 -1 1 10Q -0 DQWN �. � 160'-6" ,� � 103'-i0" \ �} g�'J�—�n �� �7"� �� s.s.w. � 18 jo$'—�n 1 Q\ �_7 .�� �oo'—s" S-1 15 ��h i 07'-4 '�'. ,� gg, s° S--? �oa'—s �s s��� Q°M /'� � � -'- i�. r1 � �,� �,_� ��t 3'-11 ��� ,�, �.g a,, � � s.w. � a?'-orr 4 s4-s� ��o'-o" S-9 � 10Q'-6° W. Y �f} � ` � —� 4 s.w. � "�3 1 — �Y � � �a�'-a�, S-1 �0 89'-6" ._..--- ; a S.W. � � » S.B.F. 108'-1" � 110 -8 � �� 95"-6" �`L � 110'-8" CJ_� cP. 95'-6" i � ����-"4� t7 � » '''� 95'-6� i ti0-$ � � 95'-6° ,��, _ 7 .W.32K 7 z�. g" � � 4'-10" � 7'-2" (, � ,. 3,_�,� 2,_��>, 3,_�» �� SEE SHE£T S-3 FOR - THK. SLAB FTGS., TYP. Aj � � , u) �C"��„ — 7 15'-2„ __� 22 �p. � �s � PLACES 5EE SHEET S-4 FOR SLAB EDGE ABOVE 13'-11�« +�oo � ° �- — � a � �_��3> o I i�3 r� r`�Op � % �=roo _ � � i � � � ih 1'. t�"I. ��_7�„ I �,���x. � i� i 0 �� � 13'-3�" S^3'�- S.W. 1�V�°V 1 Ln B.F. �' � 95'-6" -4" � �> ��„ ��„ � . ��. � � ` � � � r m -4" _2" r%�to � i� ,�'""\ r- 14• � -4" ���� �� rn 1 � =� r I � � � ia f1 1$ � ''o� ��' 0 �r 1 B[}.(�. FTG. .7�)—�jb U 4 � ~ � 21 �ao �.� 1 i 4'-8" +� � i� r,� i 98"-8" \ r=�- S—' 7 r i -0" 111'-Q" `�`� � ocz'_in" SEE SHEET S-3 FOR �TG. QIMS., Tlfi. 95�_0" 1N. .., ,� , „ 3'��� ��'% ti S—..� „ �'�`�` S.W. s 99'-B" 95'-6" 98'_10" 4�,_�» S.W. 9� 95_0" �.�" d -a� �-� � ��' � � 103'- 95'-C , _ s.w. , r5 �; � � u: 1 Q3 � w�=' W= 7 �—� S.iN. �'�. � '�. '�ci., o., 98'-10" 95'-6" � "t^J— % 'i' �+ r � '�4 •��2 `L' j�' 8 s.w. � �`.-� 11 d'-8" `�"�" 7 95'-6" Tj \d�=.' 1" �J �% �" 98'-8" - �a� `° �� ```'�`' ``�"''`».,,,,,,� ° ,�„ 1 � S.W. ,d- � ;n ��,.'f'� ��� 1tp0'-8'= y= , tn �r-7 a �� � �Ur_�n � ,a --- �-�� � 3 � rn� W,P. IS PROJECTED r 'I 4 a' --°`°"° ,�;' t'--�, 4 ,� 1 __-------~-°°` ,� 111' �J" � 110'-I t}ttTSIDE CORNER t}F � - �o .�; ` l2', '��. �"'7 �� -°' 95'-6 ^ � ANGLED 8" WALLS ��s�n 5��� cn _�___-------' /�, t�r—� u 2�—ll H ` �� .�..,._,�--�°- °�`� ____��_.-.._.---'�"" V q 7 V.tr W�u � g,_2�,� E _____------ -- � �-7 .w. � � --°` ,.� � � S.W, 110'-8" __----- $ �--$ ,, 1i0'-8" � � � n � ��--8�--_ _ ° ,+ ,� °� 3 9$'-2� �. p 190'-$ -- � � t�.= 1�9'°�" �,,w �`"" ! �?' 95`_6".�^w,. ------°-`"__ 9$>_2» _-------- _ --' � � „�,_��� �_� 10'-1 �" �n 4 �'���`L � �,_��>, 110'-8" jQ' 98'-8" � � �.W.' l r � � �� � S.B,F. °' � � °� �"'� % / � � t� f SEE SHEET S-4 F�R � � SLAB EDGE AB(7VE ��� � 4'-1 i �,• 5,_0�" 5'.. 3�...� �� ___-- � f 1� 1 R i! 1 1�.. � *r✓ '�w/ i 7 V ! 1 I} 1.f / 7 1 ��� j /�" = �'-o„ � �� � � s_� �� �.,�. � � �y 13 ,�, �' "' � �_ �� 1() S--7 J�7 O.� �—� � 105'-6" ��., � tY 98'-2" S.W. 11Q'-8" , �$�—ZR ,,�'� ����4 ;?�, p" �� 1�- / h,t� d h l� �l�P�� v � ' ����ti �y ,� 1 S 0'-8" �,.�,. %r 31 i'-0" . �9� .� e� � � —1c 98'-2" �R' /'� '� � .�n i10,_8�" ��� i00'-4" �� __-�-�-,W;�`'�°� � �75..1��4y ....,_._ �� ~ �� '`�, �„ �(} � __.--- _ - l � �— � „j* a'i _ �„ -.___.__ . ._--------"� � -- � ��. 1i1'-0" J�� 1 f70�_0" �— � 1� �4�2 � / 9 �q' �" � � i3 � � {�r_ an 1 n2e�nn v v �*:>°'� ..%% `" / 'w.....r � SEE SHEE7 S-4 FOR � SLAB EDGE ABOVE SEE SHEET S-4 F{?R SLAB EDGE ABOVE y ?07'�-C�'� `�� 1��'_p" � .j• � ►� � TAB ��ti7�i✓��`�� 7tIB At�cfriaB�ctfa9/ 88/&nt�9 Pos# OfACB Bo�t 743t Avor►, CE3 $'i62p-7-03i (970) ?48-1470 fax: ($?0) 748-f �471 amai�: f��valLnec www.tabassodates.c�m Struc�ura� F�n�neer. u u Ws�kJtk Erpir�� 880-756-81l34 �i� ��ua�� rr f�, ����,� / ''��f � . t fc�`,��•,, .��, , r`�� : • Q • . - � 23 35 ' ��� ����� . .� � � ��; /��f��''!r���NAt ����°��\\ rrl�rnuu � � � al � � � / � � � � / i • I i � / � 4 , � � � r .,�•�: � �{ : t �: ♦ ! � i � � . � E . LOWER LEVEL FRAMI�1� �L�� � n , „ � KE 0 S 1. 1 1 f2" GYPCRETE TOPPING OVER 3j4" T&G �SB FLOOR SHEATHING NAILED W/ 1qd RING-SHANK NA1LS @ 6° EDGE, 12" FIELD, GLUE TO ALL JOISTS FULI. LENGTN. 3. 3-2X6 STUD PACK UNDER BM. BR�. ABOVE TQ FDN. 6. 4" CONC. SLAB ON GRADE REINF. W/ FlBERMESH Wf SA�JCUT CONTRAC110N JOINTS � 12'-0" O.C. i�AX. EA. WAY. 7. 4" CONC. GARAGE SLAB ON GRADE REINF. W/ �4 � 12" O.C. MAX. EA. WA'Y CHAIRED TO SLAB MID-�EPTH, PLACE SLAB OVER 6 MIL VAP4R BARRIER OVER 4� AGGREGATE BASE COURSE. PROVIDE SAWCUT CONTRAC7i0N JOINTS � 12'-0" O.C. MAX. EA. WAY. 8. 16"� E.QG COL. UNDER BM. BRG. ABOVE TO FDN., BEAR C4L. ON 2 LAYERS OF 16"� P.T. PLYY�OOQ, 9. 2X6 � 16" BRG. WAI.L. 10. 3'-0" SQ. X 12" THK. SLAB FTG. REINF. W/ 4#5 EA. WAY. 11. 4-2X4 STUD PACK UNDEft BM. BRG. ABOVE TO FON. 12. TS4X4X1/4 COL. UNDER BM. SRG. ABOVE TO FDN., CONN. COL Ta FQN. PER t�jS-8. 13. TS4X4Xi j4 CdL UNDER BM. BRG. ABOVE TO FDN., CONN. COL. TO F�3N. PER 21/S-8. 14. 4-2X6 S1UD PACK UNDER LOG COL. BRG. ABOVE TO FDN. 15. TS4X4Xf f 4 COL. UNDER 8M. BRG. AB4VE TO �RN., CONN. CQL. TO FDN. PER 27 f S-8. 16. 6-2X6 STUD PACi4 UNDER BM. BRG. AHOVE TO fDN. 17, 4-2X6 STt1D PACK UNDER 8M. BRG, A80VE TO FDN. 18. 3'-4" SQ. X 12" 1'HK. SLAB F7G. PER 30/S-$. 19. TS4X4X1%4 COL UNDER BM. BR�. ABOVE 70 FDN., CONM1l. COL. 70 FDN. PER 30/S-8. 20. TS4X4Xt /4 CQI.. UNDER BM. BRG. ABOVE TO FON,, CONN. CQL T4 THK. SLAB FTG. PER 3 f S-9. 21. TS4X4Xt j4 COL. UNDER BM. BRG, ASOVE TO �DN., C(3NN. CQL. TO THK. SLAS FTG. & EX(ST. FDN. PER 6/S-9. 22. TS8X8X1 f4 COL UNDER Sh�. BRG. ASOVE T4 FON., CONN. GOL. TO fDN. PER 14/S-9. 23, 6'-OA SQ. X 16" THK, FTG. ftEINF. Wj 8�5 EA. WAY, SEE 14�S-9. 24, T55X5X1/4 COI.. UNDER BM. BRG. ABt}VE TO FDFl., CONN. CQL. T{� FDN. PER 27fS-8. 25. 3-2X4 S7llD PAGK i1NDER BM. BRG. ABOVE 1'Q FC}N. SEE SHEET S-4 FpR SLAB EDGE ABOUE SEE SHEET S-4 FpR SLAB EDGE ABOVE �� ` i 0 ♦ . • s The ,4/"�firteL�titr�9% E�8/8nce Post 4tflCS Box 74si Avat, GQ 81820-7431 (�j ��-1�70 �: ta7o> �ae-�a�i emai�: tabQ+vall.net www.tabassodates.t�r►t �ral Er�ineer. �'+�81kW1�C �t1�lrl69f�i� 890-755-8164 F?''Zl . . � � . ..> .� � yQ' . � ..� . 2 83 ; c� �C7,n, �� �'�,•��c . �f ���''�i`,�, ��1�AL ti��;�` °\\/~` tittitt�tti� ! � � � � �� • ! i � f _� i � 1 � 1 i � 1 � • � � • �,`..-�i �.: : ..��-.. � � �t : � E�'--�. �--""�t�`�� �- � . s- � � w � � s . :. �. � . J4CST TO BE HEADERED FC}R OPNG. SINGLE M.L. BM, TO t�ATCH JOIST DEPTH SEE PLAN FfJR JOISTS G4NN. NEADER M.L. TO t�.�. ����t� w/ siMPSOr� T4F' FLANGE BM. HANGER OPNG. THRU F100R, 1YP. COORD. Wf ARCN./ ��- �fECN, SINGLE �i.L Bt�. TO MATCH JOIST DEP7H G{7NN. JQIST TO HEADER Wf SIMPSON ITT TOP Ff.ANGE JOIST HANGER, TYP. TYPiCAL HEA[}ERFD �pNG. THRU FL(30R [�� EXiSTING CLOSET 1a0 EXISTING BAT.H. ,�2 � � o0 � . ■► . • . � � �►.r EXISTING BEd #2 �ao � 2-1 3J4" X 14" M.L. (190'-9 3J4"} CL LOG ---1-�i 5$ 3-1 3/4" X 7 1/4" (1i0'-9 3I4") Exisrirvc STUDY �� �Sl 2-� 3f�� x �4„ M.�. (110'-9 3I4") � � 2 h. T.O.__. _PL__YWOOD �� �io�-Ta �l�° 3i � CQMPUT�,i� �� 4 2;6 `� � 15 -� ( I 13 �- � 12 � J� 7 � F.O. FDN. - � CL LOG � � ti� 3-1 3 j4" X 14" M.L. (110'-9 3%4") SiUDY 23 7� rir T.C3. PLYW40D _ ��a'-10 1/2n 19 67 7� 3K ru� � t� USE TNESE HEADERS UNLESS NOTED OTHERWfSE Ex���c�� w��L sH�a��NC No� ALL EXTERlOR FRAMED WALLS ARE SHEAR WALLS AND ARE SHEA7HED Wf 7Jf6" OSB AND NAILED Wf $d � 6" EDGE, i2" FlELD. INSTALL 2X6 BLOCKING BETWEEN STURS AT AL� HORIZ. PANEL JOINTS TNAT DQ hfOT FALL ON A TOP OR BOTTOM WAL� PLATE. NAIL ABUTi1NG SHEATHING PANEL EDGES TO BLQCKING WfTH $d � 6", BOTH SiDES OF PANE� J4(NT. ROOF Jt�ST CONNEGiIONS. N07ES . CONNECT A(1 BC! J�ISTS t0 R(DGE, VALtEY & HIP BEAMS WJ SIMPSON LSSU135 JOIST NANGERS (� SINGLE JOIST CQNDI710NS, USE SIMPSON LSU3510-2 FACE MOUNT JOfST HANGERS � DOUBLE BCI JQIST CflNDf7i0NS. C4NNECT BCI J41STS TO EXTERI�R BEARING WAL�S PER 23/S-9. CONNECT ALL M.L.. JOfSTS T4 RIDGE, VALLEY & HiP BEAMS Wj SIMPSON tSSUf25 JOIST HANGERS � SINGLE JOIST CONDITIONS, USE SIMPSON LSSU4]0 FACE M4UNT JOIST HANGERS � DOUBLE M.L. J41ST CONDITIONS. CONNECT M.L JOISTS TO EXTERIOR BEARIN� WALLS PER 24 f S-9. �r� �4 � � � Q. W16X31 �, (��o'-s �/�"} � 55 7 7 % �� 13.4K 3-1 3 j4" X 14" M.L. 3-1 3/4" X 14� M.L. (110'-s 31a�") (���'-9 3�4") e� V GA�LERY �7 //� 'G�� 3l�„ /� �4n M.�. Z��I �+ \ (110'-9 3 j4�) 2g 47 " v � �� 28 3-1 3 j4" X 14" M.L, 17 (110'-9 3I4") �� _..�� � d �s 2-1 3f4" X 14" M,L, �A��' �`� (110'-9 3�4"} � r� T.O. PLYWOOD_ '�7 � 1 ��-� {� � f 2n K�Y�TF.� �, � - � � � � 62 a ' � � 1. 1 1 j2" GYPCRETE TflPPING OVER 3f4" T&G OSB FLOOR SHEATHING NAILED Wj i0d RING-SHANK NAILS � 6" EDGE, � 12" FfELD, G�UE TQ All JOISTS FllIL LENGTH. 7..� 0. SLAB �� 110'-8" � z. �4� ac� so-2.o ��s° o.c. �nax. 1 t? FA 3 SIDES 3. 3-2X6 STUD PACK UNDER BM. BRG. Tt7 FDN. � E S""` �I 4. f 3 j4" X 14" M.L. � ' i ! �� 5. LET-IN M.L, TO FACE OF' LOG CQL., NAIL Tt} FACE Q�" NOTCH W% 6-16d. �-� - 6. 16"�+ LOG COL. UNDER BM. BRG. TO FDN. �� ��x-1 �°+' 37. CONN. M.�. BM. TO SIDE OF STL. BM. PER 5j5-9. 7. BM. Ta 8M. CONN. Wf SIMPSON HGUS5.50/14 FACE MOUNT BM. HANGER. 38. 3-2X6 STUD PACK FROM TQP OF FLOOR BM. UP TQ BM. BRG. ABQVE. 8. 3-2X6 STUD PACK UNDER BM. BRG. DQWN TO TOP OF HEADER BELOW. 39. 3" STONE & MORTAR SET OVER 3j4" T&G PLYWOOD FLOOR SHEATNlNG OVER 1X T&G DECKIN�, SEE ARCH. 9. 3-1 3 f 4° X 9 1/2" M.L. HEADER OVER OPNG. BELOW. FOR STQNE & MORTAR SET. 10. BM. T4 Bt�. CQNN. W/ SIMPSON W14 TOP FLANGE BM. NANGER. 40. 2-1 3f4" X f4° M.L. 11. DOUBLE 14" BCI 60-2.Q � 16° O.C. MAX. 41. BM. TO BM. CONN. Wf SIMPSON HHUSA�90 FACE t�OUNT BM. HANGER. 12, TS4X4X3/� COL �ROM 7dP dF FLOOR BM. UP TO BM. BRG. ABOVE, CONN. COL. TO T(7P 0� BM. PER 5fS-8. 42. COhIN. BM. TO P�ATE Qh! TOR OF WALL Wj SIMPSON HWU3.56%14 TOP F�ANGE 8�1. HANGER. 13. BM. TO Bt�. CONN. I'ER 3/S-8. 43, 1 3 f 4" X 9 1/2" M.L JOISTS t� 16" O.C. MAX, 14. CUT BRG. POCKET INTO EXI5T. LOG WALL FOR 6" MIN. BRG. LENGTN FOR M.L. BM. 44. TS4X4Xi J4 COL UNDER BM. BRG. TO FDN., CONN. BM. TO TOP OF COL. PER 6/S-8, 15. CONN. M.L. SM. T4 PLATE ON TOP OF WALL Wf SIMPSON HNN3.56%14 TOP FLAN6E BM. HANGER. 45, TS5X5X1/4 COL FROM TOP OF FLOOR B�I. UP TCJ BM. BRG. ABOVE, C4NN. COL. TU TOP OF Bt�. PER 5fS-$. 18. 7S4X4X1 /4 COL. UNDER BM. BRG. TO FDN., CONN. BF�. TO TC�P OF COL. PER 4%S-8. 46. TS8X8X1 %4 COL, UNDER BM. BRG. TO FDN., CON#�. BM» T4 TOP OF CQL. PEF� 6 jS-8. 17. INSTAL� CONT. 2X6 PL ON TOP FLANGE 4F STL. Bl�. CONN. W/ Pt�WQER DRlVEN NAILS � 16" fJ.C. STAGGERED. 47. BM. T4 BM. CONN. Wf SIMPSON HWU3.56/14 T{7P �LANGE BM. HANGER. 18. 16"� LOG COL. FROM TOP OF FLOOR BM. UP T4 SM. BRG. ABQWE, CONN. L4G TO BM. TOP FLANGE W/ 2-3�4"�b 4$. TS4X4X1%4 COL. UNDER BM. BRG. ABQVE D4WN TO TOP OF CONC. PIER, CONN. COL. TO TOP OF PIER PER 22/S-9. X 12" LAG BOLTS UP THRU BM. TOP FIANGE 1N70 BOT OF LOG COL. t� 3" C f C. 49. T55X5X1/4 COL UNQER BM. BRG. TO FDN., CONN. BM. TO TOP OF G4L, PER 6%S-8. 19. 4-2X6 STU[i PACK UNDER BM. BR6. 70 FDN. 5p. 16"�k l.�G COL. UNQEft BM. BRG. AB�VE TO FQN., CONN. C(7L. TU T(}P 4F CONC. PIER PER 30 f S-9. 20. 1 3f4" X 14° M.L. JQISTS @� 16" O.C. MAX. 51. 4-2X6 STUD PACK UNpER STL. BM. BRG. TO �DN.„ CONN. BM. T4 TOP OF STU(} PACK WJ 2-1 f2"� X 4" LAG Bt�LfiS C� 2° c/c. 21. CIfT BRG. POCKET 1�lTO LOG COL. FUR 6" lAIN. BRG. LENGTH FOR M.�. BM. 52, 3-2X4 STUD PACK UNDER BM. BRG. Ta �DN. 22. 16'°� LOG COL. UNDER BM. BRG. AB�VE Td FON. 53. 1 3�4" X 14" i�.l.. � 16" LADDER-FRAMED JOfSTS PER 25/S-9. 23. i6"� Lt?G C�L. FRQM FLOOIZ UP TO BM. BRG, ABOVE, 54, 5/8" {7S8 ROOF SHEATHING NAiLED Wf 1Qd � 6" EDGE, 12" FIELD, 24. 4-2X6 STUQ PACK UNDER Lt}G COL. BRG. TQ F6N. 55. PROVIbE 2X12 �EDGER NAIl.ED TO EA. S1UD W% &-16d, SET SOT. OF LEDGER FLUSN Wf B4T. OF ROOF JOISTS> C(3NN. JOISTS 25. 7S4X4X1 f4 COL FRQM TOP OF FLOOR BM. UP TO �M. BRG. ABOVE, CONN. GOL TO TOF OF BM. PER 5/S-8. TO LEDGER Ni% FACE MtIUNT JOIST HANGERS PER PLAN NOTES. 26. CONN. STL. BM. TO SIDE 0� M,L. BM. PER 28fS-8. 56. 3-2X6 STUD PACK UNDER VALLEY 8M. BRG. DOWTi TQ TOP OF BM. BEi.QW. 27. 6-2X6 STUD PACK UNDER BM. BRG. AB4VE TO FQN. 57. 3-2X6 STUa PACK UNDER BM, BRG. TO FDN., CONN. BM. TQ 70P OF STUD PACK Wj 2-SIMPSt7N TSt2 71ES. 28. 2X6 � 16° BRG. WALL FRO�f FL40R UP TU fRAMING ABOVE. 58. CUT P(}CKET IN EX(S7. LOG FRAMING FOR NEW M.L. BM. BRG. 29. BM. TO Bk�, CONN. Wj SIMPSON LSSU410 FACE MQUN7 BM. HANGER. 59, CU7 BRG� POCKET IN EXIST. L�G FRAMING W/ 6" BRG. �ENGTH. 30. 4-2X6 STIIQ PACK UNDER BM. BRG. A84VE TO FDN. 60. 4-2X4 STUD PACK UNQER BM. BRG, TO FDN. 31. 4--2X6 STUD PACK FRO�i TOP OF FLOOR BM. UP TO BM. BRG, ABOVE, 4-2X6 STU}� PACK UNDER BM. BRG. Ta FDN. 61. 1 3/4" X 14" i�.L. JOlSTS � 16" O.C. MAX. 32, TS4X4X1 j4 COL. UNDER �M. BRG. ABOVE Tt7 FDN. 62. 5" CONC. SLAB tJN GRADE REINF. W/ #4 � 12" O,C. MAX, EA. WAY CFSAIREp Tt7 SLAB MID-dEP7N, PLACE SL.AB 4VER 6" MI�. YAPOR BARRIER OVER 4"-0" OF GRAVE� FILL. 33. 3-2X6 STUD PACK UNDER BM. BRG. AB4VE TO FDN. 63. 5" MIN. THICK CONC. STAIR ON GRADE REINF. Wf #4 � 12" fl.C. MAX. EA. WAY CHAIRED TO SLAB MID-DEPTH, PLACE SLAB 34, TS4X4X1 j4 COI. UNDER BM. BRG. ABOVE TO FDN., CONN. COL. TQ FDN. PER 35 jS-8. (?N 6 MiL. VAPOR EARRiER OVER 4'-0" GRAVEL FILL. 35. TS4X4X1 j4 CflL. UNDER BM. BRG. ABOVE TQ FDN., CQNN. STL. BM. TO SIDE OF COL. PER 4%S-9. 64. 6" TNICK. CONC. Sl'RUCTURAL SLAB REiNF. Wj #5 � 12" O,C. MAX. EA. WAY CHAIRED TQ 2" CLEAR T(3 64T. OF S�AB. 36. 4-2X6 STUD PACK FROM TOP (7F FLOOR BM. UP TO BMi, BRG. ABOVE. 65. BM. TO 6�1. CONN. W� SIf�PSON HU68 FACE MOUNT BM. HANG�R. r � • � 0 5� � ►����� � • � � Ilil * II � � � ' - � STUD PACK KEY ■{NQICAiES SiUQ FAGK EXTENDIN� t!P FR{}M FLOOR ON WHICH !T IS INDiCA1ED, EXTENDING UP AND DOWN FROht FLt34R ON WNICH l7 IS fNDiCAIED. SEE PLAN KEYNOTES. �j INDICATES STUD PACK EXTEN6ING DOWN FROM FLOOR ON WHICH 1T IS INDICATE[}. SEE PLAtJ KEYNQTES. r-ON--GRADE BACKFILL N0�'E: f1LL UNQER ALL INTERIO(� AND EXTERI4R SLABS ON GRAQE W1TH )RAINING 3�4" GRAVE�, OR APPROVED FILL SQIL MATERIAL COM� »g EXIENDING D4WN T� UNDISTURBED NATiVE GRARE WITH ALC EMQVED AB4YE UNQlSTURBED NATIVE GRADE. JOIST LAYi?UT NOTE: CC}ORDINATE JOIST LAYQUT W/ IIGHT FIXTURE LOCATtONS ANQ RAFTER TAiL lQCAI`(ONS. ADJUST JO(ST LOCA110NS AS REQ'D. F�oo� �o�sT eoN�E�c�no� �vo� UNLESS OTHERWISE DETAILED QR NOlEQ, CONNECT 14" BCI FLOOR JOISTS TO BhAS. W% SIMPSflN I1T35i 4 TOP FLANGE JQIST HANGERS. CONNECT 14" M.L. JOISTS TO FLQOR BEAMS Wf SIMPSON W14 TOP FLANGE BM. NANGERS. CONNECi' DQUBLE 14" 8Gl FLOOR JOISTS T4 BEAMS W/ SIMPS4N MIT3514-2 TOP FLANGE JOIST HANGERS. CONNECT DOUBLE 14" M.L. JOISTS TO BEAMS Wj SI�iPSON HWU3.56 f 14 TOP FLANGE BEAMS HANGERS. STAIR 110 � U�f��p �I �J � �--� .�'" ���'� J� �EPRESSED VAU�T F�R SPA � +,,�''� . : � COQRD. DEPTH, SIZE. SHAPE � & LOCATION W/ SPA �_ �� --^""�....... � ��-' 62 16 S- � �� � �� � \ � � T.O. SLAB \ � � �-% = 108'_9" �,\� � S � � �� 7 s� �'J 7 ��'"� / � ---------__. �. .'� - �4�� T,� - 104'-3" sz 63 � � � �/' �3 6� �i 1 /' 8 - s-s �_� � �� �4 5� �. � r��$ 33 � � �2 S- � � 16 � ( 1 ,� 35K � 3$ 19 �, � � � �� 11 �,��.� � 3 4 HEARTH ��-���� 41 STAIR 24 9K 87K 21 �azt 22 � 49 � 2�a � 23 13 3 45 ----- 2-1 3/4" X 14" M.L. rY► T.Q. PLYWOOD � (110'-9 3 j4"} = 110'-i p 1 j2" 25 2 S 2� W12X26 � {i 10 -8 1 j4"} 17 16 4� 38 � �2 � / � 2-1 3/4" X 14" i�.L. (114'-9 3 f 4�} TTL � � � KI TCHEN '`� 20� � � g ��i� � S= 134 M = 207 T.O. PLYWQOQ w = � 1 g = »o'-�o �/2� � -� �'►' �a 3 °`�� eU-r� O� w24x�s t��o'-s �14�) , n ��� �AU�DRy Q (ONE PIECE 2 SPANS) � -5� � zp� /-W24X76 {110'-8 1 f 4"} 2-1 3j4" X 14" M.L. � (110`-9 3%4"} � ; NAG� 2� Q- 209 `s'o � � �ATN �' ; N 0. 1 _213 �� SHOWER WC �� 2�8 2�� 19 2-1 3/4" X 14' M. - ( 1 ,� �6 (114'-9 3/4") '�., ` 30 �� � 3 2fi J- % L..�.J 9 2 Z 16 3,_7 " �� 4g � 1--. '�r" �% Z�K �__,�,,,,. PWDR C� 2�8 � ��_� ��� � �� TYP. 3 � ��,� PLACES �,� 8'-2�" , �s�� 66. 1 3/4" X 7 1/4" M.L. J(7fSTS � 16" Q.C. MAX. 87. F�USH FRAME J015TS TQ BM. WJ SIMPSON WPUi,81 j7.25 TOP FLA�JGE JOIST HANGERS. � =� S--� 4' ..n1» / � 62 T..��'Q' s�Ag 1�o'-s" 8 -� 3 SIQES � � � �-- � .�'"� �1T�I .. ��`-� �► • � ��y% � , ,�(''�: � _ � �� • ' � r� �1 /����,- �� � � � � ; : � � .. r � � 4.5K �,, 41 � to ��Op 2-1 3/4" X 14� f,� �{ M.L. (110'-$ 1 J4") ? G > .�. / Q�,F 1��� �� �� . � ��� ��� �� � �� / � 7 _� �� �C (19 � � 14"4 LOG BM. r �+ � l • � '� Qj •r ��� j �� ' � ` / _ �� .�. 'Q � '''�`��'�'�' �� � �1 �� � � : ���,���� � � 1 � : i �►� � i��� � � m � �►� � , , � . � � � �� '� � ; �� �'�1=.� � � , • �` ti � � �► �� � ; 1 -�,;I► � �: ► � ; ;,�� � � � . ti �� . : � � � � r . jr�,� . l.�-� 63 �-�. � � ��� �Q � 16 L�G 2.7K 1� � 1� lo� 1� � a �-QC' c9_ �0 � � . K � 20 �r� TaQ� �Q � �OG GZ `�'`� 17 �-- $ , L°� �a � �pG ,� �, w, 2x�o 1� (109'^9 1/4") , �n�' � / ``° � �o �,°� ., G' �p $ 25 �pc� � �" \ 1q � / T.o. ��Ywao� 16 = 110'-90 1 %2 10 � LpG /' �� .,,,.'--~""� vJ �_ g 2.� t s '�i� � �►, TA. PLYWUOD �, = 110'-i0 t f2" 23 13 2,,'� „ 33 2iiC K 33 '` S-7 �- �_g �i � W12X22 � (110'-8 1 j4"} Zi K � t���krvc 51 2 16 S--'� �,, T..� p, S�Ag 2oz ,-� �� 110'-�" 33 � � RY zo� - 33 � � ,, �_,� 19 � / �'- �` � 33 62 r �o �r.,� a. s�As i1{}'-8" ... � � � � 62 �� � i 07' � / 11 , �G, �,. \ �� � / � v� � o�, �„ 903' (}�> 1 � � ������ ���� The' A/�cll%aBG�ttlt'9/ F3918nr� Post CKtfce Dax T43# Ava�, GO 81620-7491 (974} 748-1470 fax; (974} 7A&14Tf etttaii. tnbAveit.net �.��.� �i trrar Enpmeer. N6NVldik Er�ptnaertnp 830�T66-8i64 �����.. t3e�tl `l``\\Ut il It1�! /�/ . ���i1 :�� ",��,. Q� � �.�,:4 2 35 .,�~ =�': � ���.. :.�. � ..c� . . : f��• •�\�� «.. ,/�����iisl �NAI. E'�i�`�\\� i%«�ti�cimi��� , x � � � � � � ► 1 � i « � � � � . 1 * � � � � i � � i .II s j � 1 � l . � >i � '� • '� � •_ _ ..:��:.: � � �c : e • � � • � - . . : ,. . 1 . / {� ��,���5 1. 1 1 f2" GYPCRETE iOPPiNG OV�R 3/4" T&G �}SB F�t?t?R SNEATHING NAILED Wf 1Qd RlNG-SHANK NAI�S � 6" EDGE, i2" FIELD, GLUE Ta ALL JOISTS FULL LENGT�i. 2. 14" BCI 60-2.0 � 16" fl.C. MAX. 3. BEAR STL. IN Nt?TCN IN S1DE OF I.OG GOL PER 26 f S-8. 4. BM. TO BM. CONN. PER 3/S-8. 5. TS4X4X1 f 4 C0� FROM T4P OF F�40R Bt�. UP TO BM. BRG. A8(7VE, CONFi. COL, TO TC7P QF BM. PER 5%S-8. 6. 6-2X6 STUD PACK UNDER STL. BM. BRG. TQ �DN., CONN. BM. TO TOP OF SND PACK W/ 2-1 f 2°� X 6" �AG BOLTS � 3" CfC THRU �M. BOT. FLANGE INT4 TOP OF S1UD PACK. 7. 4-2X8 S1UL7 PACK UNDER BM. BRG. TO FDN. $. 4-2X6 STUD PACK UN�ER LOG BM. BRG. T4 FDN., CONN. Lt�G BM. TO STUD PACK Wj 2-SiMP�ON MSTAi8 STRAP TiES, 9. T54X4X1 f 4 COL. UNDER BM. BRG. TO FON., CONN. 8M. TO TOP OF COL PER 4/S-8. 16. C4NN. M.L. BM. TQ SiDE OF S7L. BM. PER 32 f S-8. ti. 1 3/4" X f4� M.L, 12. BM. TO Bhl. C4NN. Wj SIMPSON W14 TOP FLANGE BM. HANGER. 13. 3-2X6 S1UD PACK UNDER BM, BRG. TO FDN. 14. i 3%4" X 14" M.�. JOISTS C� 16" O.C. MAX. t5. TS4X4X1%4 COL. UNDER BM. 8RG. DQWN TO TOP UF FLOOR 8M. BELOW, CONN. BM. TQ TOP OF COL. PER 4fS-8. t6. 4-2X6 STUD PACK UNDER STI.. BM. BRG. DOWN TO TQP OF FLOOR BM. BELOW, CONN. 8M. TO TOP OF STUD PACK Wf 2-1 j2"� X 6" LAG BO�TS � 2" CjC TNRU 81�. BOT. F�ANGE INTO TOP OF STUD PACK. i7. TS4X4X1 f4 COL. UNDER BM. BRG. DQWN TO TOP OF FLOOR BM. BELOW, CONN. BM. TO TOP 4F COL. PER 4jS-8. 18. 3--2X6 STUD PACK UNDER BM. BRG. DQWN T4 T4P OF BM. BELQW. 19. 3-2X6 STUD PACK UNDER R(DGE BM. DOWN T4 TOP OF HEADER BELOtN, CONN. STUD PACK T4 BMS. � TOP & 64T. Wj 2-SIMPSQN MSTA12 STRAP 11ES. 2Q. 3-1 3j4" X 9 1 j2" M.L. HEADER OVER OPNG. BELQW. 21. TS4X4X1%4 COL. UNDER LOG BM. BRG. TO FDN., CONN. LOG TO TOP QF C�L. PER 15/S-9. 22, TS4X4Xi j4 COL. UNDER BM. BRG. TO FDN., CONN. SM. TO TOP OF COL. PER 6/S-8. 23. 3-2X6 S7UD PACK UNDER M.L. BM. BRG. DOWN TO PLATE ON TQP OF STL BM. BELOW. 24. 4-2X6 STUD PACK UNDER LOG BM. BRG. TO FDN. 25. BEAR STL. B�A. ON TOP OF LOG COL. SEL4W, CONN. WJ 2-1 J2"� X 6" �AG BOLTS �r 2" CJC THRU BM. BQT. FLANGE lNTO TOP OF L0� CO�. 26. 4-2X6 STUD PACK UNDER 3-i8" M.L. RIDGE BM. DOWN TO TOP OF LOG CQL. BELOW. 27. 2-1 3J4" X 14" M.L. 2$. 1 3%4" X 14" M.L. t� 16" LADDER-FRAMED J41STS PER 25%S-9. 29. STL. 8M. TO STL. BM. CONN. PER 3fS-8, MITRE VALLEY BMS. TC7 NQRTH-SOUTH STL. RIDGE BM. WEB PACK- OUTS & THRU BOLT PER 7JS-8 SIM. 30. BIRQ-MOUTH JOIST ONTO TOP OF M.L., INSTAII 3 i f2" WIQE NIEB STIFF. EA. SIDE OF JQIST & CONN. TO 8M. Wj SIMPSON H2.5, INSTALL 2X12 BLKG. BTWN. EA. JOIST. 31. TS5X5X1 /4 COL. UNDER BM. BRG. TO FDN., -CONN. BM. TO TOP OF COL. PER 4%S-8. 32. NOT U5EQ. 33. TS4X4X1/4 SNpRT COL. UNDER W16 BENT BM. BR6. DOWN TO TOP OF HORIZ. W16 BM. BELOW, CONN. BENT BM. TO TOP OF COL. PER 27/S-9, CONN. COL. T4 TOP OF NORIZ. Wi6 PER 5%5-8. 34. 3-2X6 STUD PACK UNQER BM. BRG. T4 FQN., CONN. BM. TO STl1D PACK W% 2-SIMPSON MSTA12 STRAP 11ES. 35. TS4X4X1 j4 SHORT COL. UNQER RIDGE BM. BRG, DOWN 7d TOP QF H4RIZ. W16 BM. BE�QW, CONN. RIDGE BM. TO TOP OF COL. FER # f S-8, CONN, G4L. TO TOP OF HORIZ. W16 PER 5 jS-8. 36. BM. TO BM. CQNN. PER 8/S-8. 37. 4-2X6 STU6 PACK UNDER LOG BM. BRG. DdWh1 TO TOP OF FLOQR BM. BELOW. 38. TS4X4X1 /4 COL. UNDER LOG BF�. BRG. DQWN TO TOP 4F FLOQR BM. BELOW, CONN. �OG BM. TO TdP C�F COL. PER 15/S-9. 39. MAINTAIN 2" MIN. CLEAR BTWN. A�l W04D �RAMING & MASONRY. 40. TS4X4X1 f4 SHOE2T COL. UN[3ER R([7GE BM. BRG. DOWN TO TOP 4F HORfZ. W16 BM. BE�OW, CONN. RIDGE BM. TO TOP OF COL. PER 6fS-8, CQNN. COL. TO TOP OF HORIZ. W16 PER 5/S-8. 41. 3-1 3/4" X i4" M.L. 42. BM. TO BM. CONN. Wf SIMPSON HGUS5.50f14 FACE MOUNT BM. NANGER W/ SEAT CUT. 43. 1 3J4" X 94" M.L LADDER-FRAMED JOISTS � 16" O.C., CONN. TO SLOPING �OG BF�. PER 32%S-9. 44. Ct7PE 12"� Lfl6 ONTO T4P OF 16"� L0� SHOULDER B}�. & CdNN. Wf 3/4"� X 12" LAG BOLT CQUNTERSUNK INT(7 TOP OF 12" LOG Wj 6" PENEIRATION (NTO TOP OF 16"� �OG. 45. 12"� SHQRT L4G P05T UNDER SLOPING 12"� �OG BM. DQWN 1'd TOP OF 16"� LOG SHOULdER BM., CONN. Wf 3J4"� THREAQED ROD THRU CL OF 12"� LOG BM. 12"� LOG P4ST & 16"� I.OG SHOULDER BM., COUNTERSINK & WOQD PLUG UP INTO SQ7. OF SHOULDER LOG. 46. 3-2X6 STUD PACK UNDER BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2-SIMPSON TSi2 TIES. 47. BM. TQ BM. CONN. WJ SIMPSON HGUS5.50ji4 FACE MOUNT BM. NANGER. 48. 8M, TO BM. C4NN. W/ SiMPSON NU14 FACE MOUNT BM. HANGER. 49. 16"9� LOG COL. UNDER 18"� LOG BM. BRG. DQWN T4 TOP OF FLOOR BM. BELOW, COPE TOP OF COL. TO B4T. QF LOG, CONN. WJ 3/4"� X 18'" LAG BOLT COUNTERSUNK lNTO TOP OF Bt�. Wj 9" PENETRA1tON INTO TOP OF GOL. 50. TS4X4X1 J4 COL. UNDER STL. RIDGE BM. DOWN Tq TOP OF LQG BM. BE�4W, CONN. RIDGE BM, TO TOP OF C4L. PER 6/5-8, CQNN. CO�. TQ TOP OF LOG BM. PER 1 JS-10. 51. 2X6 C� 16" CRIPPLE STUD WAL� FROM TOP QF 3-16" M.L. BM. UP TO �ADDER-FRA�(ED ROQF JOISTS. 52. D4UBLE 9 3f4" X 14" M.L JOISTS � i2" f�.C. MAX. 53. HATCHED AREA INRIGAiES OVER-FRAMING CONSTRUCTED W/ 2X4 � 16" CRIPPLE STUD WALLS BUILT ON TOP OF LOWER ROOF DECK, ALIGNED PERPENDiCUL�AR TO R00 JOISTS SELOW, SPACE WALl�S � 4'-0°, INSTAL� 2X6 � 16" R04F JOISTS PERPENDICU�AR T4 CRIPPLE WALLS, CONN. JOlSTS TO DB�, 2X4 TOP PLATE 2/ SIMPSON H3 CLIPS & BLQCK W/ 2X6 BLKG. 54. 4-2X6 SiUD PACK UNDER BM. BRG. TO FpN., GONN. BM. T4 70F flF STUD PACK W/ 2-SIMPSON MSTA12 STRAP 11ES. 55. CONN. M.l. TO SIDE OF STUD P/�CK WJ SIMPSON HU14 FACE MOUNT BM. HANGER. 56. CONN. M.L. BM. TO SlDE OF STL. SM. PER 4/S-1U. 57. 1 3/4" X 14" M.L. JOISTS c� 16" O.C. MAX., M{TRE T4 M.L. HIP BMS. & CflNN. W/ ifl-1&d. 58. 4-2X6 5TUD PACK UNDER SM. BRG. A4WN 74 TDP OF FLOOR BM. BELOW, C(}NN. BM. TO TOP OF STUD PACK PER 3/S-1Q. 59. 4-2X6 STUD PACK UNDER BM. BRG. DOWN TO T4P OF HEADER BE�OW, CONN, BM. TO TQP OF STUD PACK PER 3jS-10. 6D. 3-2X6 STUL7 PACK FRQM TOP OF BM. UP 70 BM, BRG. ABOVE. 6i. 3-2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. 62. TS4X4Xi%4 COL UNDER BM, BRG, ABOVE Tt� FDN. 63. 3-2X6 STUD PACK FROM TQP 0� FLOOR UP 7Q B�t. BRG. ABt�VE. 64. 4-2X6 STUD PAGK UNDER BM. BRG. ABOVE TO FDN. . . � •• •� �• t ��• : � � : :� . � ., � . :' /4 i i' i : : � 66. INSTALI CONT. 2X6 PL ON 70P OF STL. BM. TqP FLANGE CONN. Wf FOWDER DRIVEN NAILS � 18". 67. 4-2X6 STUp PACK UNDER STL. BM. BRG. TO FDN., CONN. BM. T4 70P OF SZUD PACK W� 2-1 f2"� X 4" LAG BflLTS C� 2" CJC. 68. BM. TO BM. GONN, N+j SIMP50N HHU5410 FACE MOUNT BM. HANGER Wf SEAT CUT. 69. 5f8" OSB ROOF SHEATNING NAILED Wj 1Qd {� 6" EDGE, 72" FIEI.D. 70. CONN. M.L. RIL7GE BM. 70 M.L. HEADER WJ SIMPSON HHUS4i0 FACE MQUNT $M. HANGER, MITRE M.L. VAL�EY BM. TO S1DE OF R(pGE BM. & CONN. PER 7JS-8 SIM,, ONE S(QE ONLY. 71. 3-2X6 STUD PACK UNDER M.�. R1DGE BM. BRG. DOWN TO TOP OF HEADER BELOW, NOTCH LQG R1DGE BM. AROUNR M.L. RIDGE BM. & STUD PACK & B(.(}CK DOWN ON T00 �F HEADER BE�OW W% 2-2X6 EA. SIDE OF 3-2X6 S1UD PACK. 72. 7S5X5X1 j4 COL. UNDER BM. BRG. TO FDN., CONN. BM. 7d 70P 4F Ct�L. PER &/S-8. 73. W12X22 HIP BM., (NSTALL 2X6 PL ON TOP 4F TOP FLANGE CONN. Wj POWDER DRIVEN NA(LS � i6", PACK-t}UT EA. SIDE flF WED C{7NT. WJ 2-2X12 CflNN. W/ 1/2°� THRU BOLTS t� 32" 4.C. 74. 16"� LOG COL. UNDER BM. BRG. DOWN Ta F�OOR BELOW. 75. BEAR �i.�, BM, 1N 8" IONG SL4T !N TOP OF LOG CQL., CONN. Wf 3/4"� X i2" LAG BOLT THRU 51DE i7F L4G COL. � BM. MID-DEPTH. tlSE THESE HEADERS UNLESS NQTED OTHERIMSE EXTERIOR WAL.L SHEATHING N(3TE ' ALL EXTERIOR FRAMED WALLS ARE SHEAR WALLS AND ARE SHEATHED Wj 7J16" OSB AND NA1lED Wj 8d � 6" EDGE, 12" FIELR. INSTALL 2X6 BLOCKING BETWEEN STUDS AT AL.L HORiZ, PANE� JOINTS THAT DQ NQT fALL ON A TOP 4R BOTt4M WALL PLA7E. NAIL ASUTTING SHEATHING PANEL EQGES TO S(.00KlNG WIiH 8d � 6", BOTH SIDES OF PANEL JOINT. ��ua �A��< ���Y � INQICATES STUQ PACK EX7ENDING DOWN FR4M LEVEL ON NM1CH IT IS WDlCATED. SEE PLAN KEYNQTES. EXISTING RO�F FRAMING NOTES: uti�coc cwc"n�in nnnr intc�TO xnr n�ir nrr aT ta�r /�IITM�1t- rnnr nr ; �oc ��a�{i�c N{��s ', 1. UNLESS OTNERW[SE DE7AiLED OR NUTEQ, CONNECT ' LOG BM. TO LOG BM., OR Lt}G 8M. TO LOG COLUMN WJ 2-3/4"� X 12" LAG B�LTS � EA, J�INT, , CQUNiERSUNK WJ 6" 4F PENETRAIIQN INTt? EA. f�EMBER. WOOD PLUG ALL EXPOSED BdLT H(7LES. SPACE BOLTS C� 4" C/C. PRUVIDE 1RIPC�E FLt�OR JOISTS 11NDER LOGS BEARING ON FL(70R WI1H NQ BEAM OR FOUNDAi1QN UNDER BEARING PQINT, 2. SEE PLAN AND ARCH, FOR EXiERIQR SHOU�DER LOGS CONNECT SHOULDER LQGS TO STUD WALL FRAMING PER 13 jS-10, 14 jS-10 OR 15 f S-3Q AS APPLlCAE3LE. � �o� �as� cot�N�c�oNS Nat�s I CONNECT AL� BC4 JOISTS TO RIDGE, VALLEY & j HIP BEAMiS Wf SI�iPSON LSSUC35 JOIST � HANGERS � SINGLE JOlST CQNdl110NS, USE � SIMIPSON CSU3514-2 FAGE MOUNT JQIST j HANGERS � DQUBLE BCI J015T CONDITlONS. i CflNNECT BCI JQISTS TU EXTERIOR BEARING I WAL�S PER 23/S-9. j C4NNECT ALL M.L. JO{S7S TO RlDGE, VALLEY & i HIP BEAMS W/ SIMFSON LSSUI25 JOIST ' HANGERS � SINGLE JOIST CONdl710NS, USE � SIMPSON LSSU4IQ FAGE MDUNT JOIST � HANGERS � ddUBLE M.L. JQIST CdNDIT14NS. ; CONNECT M.L. JOISTS TQ EXTERIOR BEARING I WALL5 PER 24jS-9. JOIST LAYQUT NflTE;..._`.�.� COORDINATE JOIST �AYOUT W/ LIGHT FiXTURE LC;CATIONS AND RAFTER TAIL LOCAT{ONS. At3JliST Jt?fST Lt}CATIONS AS REQ'�. c F�C}OR J41ST CONNECT�ON NOTE UNLESS OTHERWISE QETAfLEb OR NOTED, CONNECT 14" BCI �LOOR JOISTS T(3 BMS, W% SIMPSON ITT3514 TOP fLANGE JO15T HANGERS. C4NNEC1` 14" h�,L. JQISTS TO F�OOR BEAMS Wj SiMPSON W14 TOP FtANGE BM. HANGERS. CONNECT DOUB�E i4" BCI FLOOR JOISTS TO BEAM{S 1Nj SIMPSON MIT3514-2 i0P FLANGE JO15T NANGERS. C(3NNECT DOUBCE 14" M.L. JOISTS Tt� BEAMS Wj SIMiPS�N HWU3.56j14 70P FLANGE SEAMi5 HANGERS. SIhtGLE M.L. B�i. TO MATCH JQIST DEPTH QPNG. THRU FLOOR, G40RQ. W% ARCH. j MECN. CONN. JOIST TO 1 ��nv��� Wf SIMPSON iTT TQP FLANGE JQIST HANGER, TYP. �n�nr TA nr � �r a�E��� SEE P�.AN Ft?R JOISTS CONN. HEADER M.L. 70 FA.L. TRIMMEft WJ SIMPSON TOP FLANGE BM. NANGER TYP. �INGLE M.L. BM. 70 IATCH JOIST DEPTN ' ' _. �� �' ; �'l �` •i' •' '•i i 114" = 1'- �� � _r� _ .� �_��- � ___ _� � ��r ,� , _ , , ,� _ , .ui �i� � ��,r � � T�� A�socia#e� 7�e �4r�ct�iG�c�urel Bslaru� Post CNflce Bc� 743t Avott, CO 8'1620-7431 (97p} 7A&'f 470 tax: (970) 748-147i ema1G tab@vali.net www.tabassodates.t;ortt y F� , . . :� � E� LS .5� : � >` ' , � �t'`'� r+ � .��: {.� \. t��� � V \ � �` �'s ...... �ff��i�,f �iVAL � ������`J � � i � � • 1 r � � � i � � � / � � �� i r . �_� � ���� r:�-- � f� : t ,a __n _ � � i � ., • � � • , :« , 1 , 1/4„ - 1,_0„ ��..�, V1p � KEYNOTES 1. 5/8" OSB ROOF SHEATHING NAILEQ W/ 10d C� 6" EDGE, 12" FlELD. 2. 14" BCI 60-2.0 {� 16" O.C. MAX. 3. 3-2X6 STUD PACK UNDER BM. BRG. TO FDN., CONN. BM. T4 TOP OF STUD PACK W/ 2-SIMPSDN MSTA12 STRAP TIES, 4. CONN. M.L BM. TO 5IDE OF SR. BM. PER 4 jS-10. 5, 2-9 3/4" X 14" M.L 6. 1 3%4" X 14" M.L. JOISTS � t6" O.C. MAX. 7. PACK-OUT EA. S(DE OF ST�. BM. WEB W% 2-2Xi2'S CONT. EA. SIDE Wj 1 f2"� THRU BOLTS t� 32" O.C., INSTALL CONT. 2X6 Pi aN TQP OF BM, TOP FLANGE CONN. WJ POWDER DRIVEN NAILS C� 16" O.C. STAGGERED. 8. BM. TO BM. CONN. W/ SfMPSON HU14 FACE MOUNT BM, HANGER. 9. 16"� LOG CQL. UNDER STL. BM. BRG. TO �DN., GONN. BM. TO TOP 4F C4�. WJ 2-1 j2"� X 8" LAG SOLTS �+ 2° C/C THRU BM. BOT. FLANGE INTO CL OF LOG COL, 10. BIRD-MOUTH JOiSTS ONTO PLATE ON TOP OF BM., C4NN. W/ SlMPSON H2,5, INSTALL 2X12 BLKG. BTWN. EA. JOIST. 11. B(RD-MOUTH JOIST ONTO TOP OF M.L., INSTALL 3 1 f2" WIDE WEB S11FF. EA. SIDE OF JOIST & CONN. TC} BM. W/ SIMPSON H2.5, INSTALL 2X12 BLKG. BTWN. EA. JOIST. 1Z BIRD-MOUTH JOISTS ONTO TOP OF t�.�. SM., CONN. W/ SIMPSON H2.5, 1NSTALL 2Xi2 BLKG. BTNIN. EA. JOIST. 13. BIRD-MQU7H M.L. HIP BM, ONTO BRG. PL & CONN. W/ 2-SI�iPSON TS12 TIES. 14. 3-2X6 STUD PACK UNDER BM. BRG. T4 FDN., CONN. Bt�. TO TOP OF STU� PACK Wf 2-SIMPSON TS12 TiES. 45, TS4X4X1 f4 COL. UNDER BM. BRG. TO FDN., CONN. BM. TO TOP OF COL. PER 4jS-8. 16. 1 3f4" X 14" M.L � 16" LAdDER-FRAMEd Jq1STS PER 25j5-9. 17. 1 3J4" X i4" M.L.. i8. 3-1 3/4° X 9 1 f2" ►�,L. HEADER 4VER OPNG. BELOW, 19. 3-1 3%4" X 14" M.�, 20. B�i. T{1 SM. CONN. W% SiMPSON HGUS5.50�14 �ACE MCIUNT 8M. HANGER Wf SEAT CUT. 21. B�i. TO BM. Ct�NN. WJ SIMPSON HHUS410 FACE MOUNT BM. NANGER W/ SEAT CUT. 22. 3-2X6 STUD PACK UNQER BM. BRG. DOY�N TO FLOOR BELOW. 23. 3-2X6 STUD PACK UNDER R�I. BRG. DOWN TO T�P OF NEADER BELOW. 24. CONN. M.L RIDGE BM. TO WEB PACK-OUT 4N SIDE OF STL. RlGGE BM. W/ 51MPSON HGUS414 FACE MOUNT BM. HANGER, MITRE VALLEY M.L. BMS. TO M,L. RIDGE BM, & CdNN. PER 7jS-8. 25. 3-2X6 STUD PACK UhlDER RIDGE BM. BRG. DOWN T� tOP OF NEADER BE�OW, CONN.. RIDGE BM. TO TOP OF STUa PACK �+/ 2-SI�tPSON MSTAi2 STRAP 11ES. 26. TS4X4X1%4 C4L. UNDER BM. BRG. D(7WN T{7 TOP OF FLOQR SM. BELOW, CONN. BM. TO TOP OE GOL. PER 4JS-8. 27. 4-2X6 STUD PACK UNDER RIdGE 8M. BRG. TO FDN., C4NN. BM. TO TOP OF STUD PACK Wj 2-SiMPSON MSTA12 S7RAP 11ES. 28. TS4X4X1/4 COL UNDER BM. BRG. DaWN TO TOP OF FLOOR BM. BELOW, CONN. 8M. TO TOP QF GOL. PER 6JS-8. 29. TS4X4X1/4 Ci?C.. UNDER BM. BRG. TQ FaN., CONN. BM. zo rop oF co�. ��� s/s-s. 30. 4-ZX6 STUD PACK UNDER RiDGE BM. BRG. DOWN TO TOP OF FLOOR Bi�. BELOW, CONN. BM. TO TOP OF S1UIi PACK Wf 2-SIMP50N MSTA12 S1RAP 11ES. 3t. BM. TO BM. CONN. PER 3 f S-8. 32. 4-2X6 STUD PACK UNQER BM. BRG. BRG. DOWN Tfl TOP OF M.L. BM. BELOW, Ct}NN. STL. BM. TQ TOP OF STUQ PACK Wf 2--i J2"� X 4" LAG BQLTS THRU BM. BOT. FI.ANGE � 3" C/C lNTO TOP OF STUD PACK, CONN. STUD PACK TO TOP OF M.L. BM. Wf 2-SIMPSON MSTA22 STRAP 11ES. 33. TS4X4X1 J4 COL. UNQEft STL. RIDGE BM. DOWN TO T4P OF l4G BM. BELOW, CONN. RIDGE BM. TQ TOP OF COL. PER 6 JS-8, CONN. COL. Td TOP OF L{3G BM. PER 1%5-10. 34. 16"0 LOG COL, UNDER 1�"� LOG BM. BRG. DOWN TO FLt}OR BE�OW, COPE TOP OF COL, TQ BOT. OF LOG, cot��. w/ 3/¢"� X 18° LAG BOLT GOUNTERSUNK lNTO TOP OF SM. W% 9" PEh�ETRAi70N INTO TOP OF COL. 35, W12X22 H(P BM., lNSTALL 2X6 P� ON TQP OF TQP FLANGE CONN. Wf POWDER DRIVEN NAfLS � 16", PACK-OUT EA. SIDE OF N'ED CONT. Wj 2-2Xi2 CONN. Wf 1/2"� THRU BOLTS � 32" O.C. 36. 8t�. Td BM. CONN. Wj SIMPS4N HHUS410 FACE MQUN7 BM. HANGER W% SEAT CUT. 37. BM. TO BM. GONN. Wf SiMPSON HNUS410 FACE MOUNT BM. HANGEi2. 38. CONN. R�DGE BM. TO HEADER W/ SIMPSflN MHUS490 FACE MOUNT B�1. HANGER, MITRE VALLEY BM�. TQ EA. SIDE OF R1QGE BM. & CONN. PER 7/S-8. 39. BlA. TO BM, CONN. PER 8%S-8. 40. 3-2XB �TUD PAGK UNDER BM. BRG. DOWN 7� TOP tJF FLt�{1R BM. BELOW, CQNN. B�E, TO TOP OF STUC} PACK W/ 2-SIMPSON MS7Al2 S7RAP 11ES. 41. 3-ZX8 SND PACK UNDER RIDGE BM. QOWN Tt� TOP OF NEADER BELOW, CONN. STUD PACK TO BMS, C� i0P & 64T, Wj 2-SlMPSdN MSTA12 STRAP TlES. 42. 3-1 3/4° X 9 1 J2" M.L. HEADEft CtVER OPNG. BELOW. 43. 3-2X6 STUD PACK UNDER S1L. BM. BR6. DOWN TC1 TOP QF 8�1. BELOW, CONN. BM. TO T�P OF STUD PACK PER 3jS-iQ. 44. CONN. M.L. BM. TO SIDE �F STUD PACK W% SIMPSON HU14 FACE MOUNT BM. HANGER. 45. 3-2X6 51"t1D PACK UNDER BM. BRG. TO FDN. 46. NATCHED AREA iNQIGATES OVER-FRAk�iNG CONSTRUCTED WJ 2K4 � 16° CRfPPLE ST�1[3 WALI.S BUiLT ON TOP 4F LOWER ROOF DECK, ALIGNED PERPENDICU�AR T4 ROQ JOISTS BELOW, SPRCE WALL5 � 4'-0", lNSTA�.L 2X6 � 16° RdOF JOfST5 PERPENDICULAR Tt? CRIPPLE WALLS. CQNN. J015T5 TO DBL. 2X4 TOP PLATE 2/ SIMPSON H3 CL#PS & SLOCK W/ 2X6 BLKG. 47. 2X6 t� i6" GRIPPLE S7UD WA�L BUILT ON TOP 0�' EXiST. LOG FRAMED WALL �ELUW. BEAR NEW SGi Rt�Qf JOIS7S ACROSS TOP OF DBL 2X6 TOP PLATE C�NN. W/ SIMPSON N2.5 CL1P5 Wf 2X12 BLKG. BTWN. EA, JOlST. 48. 3-1 3/4" X 9 1/2" M.L. HEADER OVER (7PNG. IN EXIS7. Li�G WAL� BEI.�W, BEAR ON 3-2X6 STUD PACK EA. END D04VN TO TOP OF HORIZ. �QG 8El(3W. 49. MITRE M.L, JOlSTS TO EXISi. ROQF & BEAR (7N CQNT. FLAi 2X12 PL NAILED TQ EA. EXlST. ROOF JOIST Wj 4-18d, CONN. MITRED M.L, JOISTS 7(7 2X12 PL W/ SIMPSON N3 CLIPS. 50. 11 7/8" BC! 60-2.0 � 16" QC. MAX. 51. 1 3f4" X 11 7/8" M.� 52. BM. TO BM. C4NN. Wf SIMPSON HU11 FACE MQUNT BM. HANGER Wj SEAT CUT. USE THESE HEADERS UNLESS NOTED OT!-iERWfSE 53. 2-1 3 f 4" X 1 i 1 J4" M.L. RIDGE BM. 54. BEAR 2-1 3 j4" X i i 1�4" M.L, BM. ON TOP OF EXI5T. LOG RI[}GE, BLOCK DOWN UNDER � �1.L. RIDGE BM. W/ 2X6 BLKG. 55. 2X12 t� 16" LADDER-FRAMED JOISTS, CONN, TO M.L. BM. � BAGK-SPAN Wf SIMPSON U2f4 FACE MOUNT J(71ST HANGER5, INSTALL 2X12 BLKG. BTWN. EA. JOIST � EXi. BRG. WALL & CQNN. TO WALL DBL. TOP PLATE W/ SIMPSt}N H2.5, 56. INSTALL 2X6 � 16" CRIPPLE STUD WAl1 ON TOP 4F EXIST. L{7G FRAMING BELOW FOR SUPPORT OF 2X12 RQpF JOISTS, BIRD-MOUTH 2X12'S ONTO DgL. 2X6 WALL TOP PLATE & INSTALL 2X12 BLKG. BTWN. EA. JOiST, CQNN. EA. JOIST TQ WALL TOP PLATE Wf SIMPSON N2.5 CLlPS. 57. 3-2X6 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOQR BM, BEL(7W. 58. CUT OFF EXIST. TJI ROOF JOfSTS AS REQ'D. & RE�10VE EXlST. LOG RAF7ERS AS INdICATED dN [7EM0 PLANS, INSTALI CONT. 1 3%4" X 11 7f8" M.L. RIM �c ENDS OF CUT TJI JQlSTS CONNECTED Wj S1hIPSON �Sti CLIPS EA. SIDE lNSTALLEt? Wj 3 1/2" WIDE PLYW40D WEB STIFFENERS EA. SiDE. 59. 2X12 C� 16", CONN. TO RIDGE BM, Wj SIMPS{�N LSSU210 FACE MQllN7 JOIST HANGERS, CONN. TO EXIST. NIP BM. W/ SIMPS4N LSSU210 FACE I�OUNT JOlST HANGERS, 60. BEAR EAST-WEST JOiS7S ON TOP OF 2X6 � i6" CRlPPLE STllD WA�� BUILi ON TOP 4F M.L. BM., INSTAL� 2X12 BLKG. BiWhl. EA. J{?IS7, CONN. EA. JOIST TU BM. WJ SIMPSON N2.5. LC}G F�AMING NaTE� 1. EJN�ESS OTHERWfSE DETAILED OR NOTEb, CdNNECT LC}G BM. TO lt7G Bhi., £}R LOG BM. TO LOG COLUMN w/ �-�/��� x�a° LAG B�LTS � EA. JC�INT, GOUNTERSUNK Wf &" OF PENETRATION lNTO EA. MEMBER. W006 PLUG ALt EXPt}SED BOLT HQ�ES. SPACE BOLTS � 4� CfC. PRdVIDE TRiPLE F�OOR JOISTS UNQER LOGS BEARING CiN F��OR Wl1N NO BEAM OR FOUNE�ATlQN UNDER BEARING POINT. 2. SEE PLAN AND ARCH. FOR EXTERIQR SHOULDER �OGS CONNECT SNOULDEft LQGS Tfl STUD WALL FRAi�ING PER 13/S-10, 14%S-1Q OR 15fS-10 AS APPl.1GABLE. KWF Jt�S ( CONNEGTIQNS NQTES CQNNECT ALL BCI JOISTS TQ RIDGE, VAlLEY & H1P BEAMS Wf SIMPSON LSSU{35 JOIST HANGERS � SINGCE JQ{ST COND1TlONS, USE 51MPSON LSt13514-2 FACE M�UNT Jp1ST HANGERS � DOUBLE BCI JOIST COND11i0NS. CONNECT BG( JOISTS TO EXTERIOR BEARING w���s PE� ��/s-s. CONNECT ALL M.L. J{71STS TO RIDGE, VALLEY & HIP BEAt�S W/ SIMPSON LSSUI25 JOIST NANGERS � SINGLE JOIST CONQIilONS, U5E SIMPSON LSSU410 FACE MOUNT JOIST NANGERS � DOUBLE kE.L. JOIST CONdITIONS. CONNECT M.L. JOISTS TO EXTERIOR BEAR{NG WALLS PER 24lS-9_ ,301ST LAYOUT NflTE: -- COORD{NATE JOIS7 tAYQUT Wf UGHfi �fXTURE LC?CA1]ONS AND RAFTER TAIL LOCA7f�NS. ADJUST JOIST I.OGATif?NS AS REQ'D. SiN�LE M.L. BM. TQ MATCH JOIST DEPTH OPNG. THRU FLOQR, COORD. W/ ARCH. j MECH. CQNN. JOIST TO HEADER - WJ SiMPSON ITT TOP FLANGE JOIST HANGER, TYP. �I�)�'�iitl l�lf:(�(1�I�1:7�� C{�NN. HEADER M.L. 7{} M.L TRIMl�ER Wf SIMPSON TC1P FLANGE BM. HANGER TYP. INGLE M.�. BM. TO IafCN J(�1ST DEPTN ` ' '! ' � i` �' �!` •' '•� i � � T�� ������ ���� 7718 Ar�chiae�/l�l BBisnc� Post Offtce Box 743i Avon, C4 8182t�-743# (970) 74&1474 #ur: (970) 7�8-��7� emsdi: t�b�tuali.net www.tabassodatea.com Za�n� = - , � . . :� � E� . � `� • ' ""f'.� t' � ' � tt � ` �..p: � ,�TJ��J ` � r (�" '�' • ��C3�� a �� � ��• � � % �` \�: . ,. r'���ff�/S�l�N�i.. �`���4�1\ti ` ! � � � / i • • ! � ! � � 1 �� � � � � � � �i�� : .:��.._ r �K : � � � .. � � � �: ! ! � � � w � " a --v f ! . � ��� �I��� � ��G� L(DWL,) 32 DIAM., 1,_6„ 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PR10R T4 SiARi1NG CQNSiRUCTlON. 7HE z MlN., SEE Nt�TE5 � TYP. ARCHITECT SHALL BE NOTIFIED 4E ANY DISCREPANCIES OR INCONSISTENCIES. �� q�-�, 3� D(��. � 4 TYP. VERT. Q� BENDS 1-6 MIN. Q� VERT. BARS BARS 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES S}iQWN ON DRAWINGS. �� 1 c� � � � � 3. N4TES AND DETA{LS ON (�RAWINGS SHALL TAKE PRECEDENCE OVER GENERA� NOTES AND TYPICAI. - -,._.�,_.. r`� ;- DE7AILS. �,..________ _ _ � �__..,,�,,._ � >- 4. ALL WORK SNALL C4NFQRM TO THE MINfMUM STANDARDS OF THE LATEST EDITION OF THE INT'L. 1 TYP. VERT. C4RNER BARS ((-} MAY BE � BUI�QING CODE AND ANY C�THER REGULATING AGENCiES WHICN NAVE AUTHORETY OVER ANY PORTIOh! USED iN LIEU flF BENDING OF THE WORK. WAL� REIN�QRCING BUT LAP 5. ALL CONSTRUCTIQN AND MATERIALS SHA�� COMPLY WITH THE DETAILED REQUiREMENTS AS NOTED �NTEF�SE�TION SPLICE CORNEi� EACH END 32 DIAM. {(-} 1N THE PROJECT CONTRACT D4CUMENTS. SINGLE BA�S 6. OPENINGS, POCKETS ETC. SHAL.L NQT BE PLACED IN SLABS, DECKS, BEAMS, JQISTS, COLUMNS ETC. N�7ES: UNLESS SPECI�IGALLY DETAILED ON THE STRUCIURAL DRAWINGS. NOT�FY TNE STRUCTURAL �• ��� �� ��AM.(1'-6") MIN. C4RNER BEND SHALL BE BASED ON ��TERSECTION SP�ICE �OF�NER ENGINEER W{-(EN DRAWlNGS BY OTNERS SHOW OPENINGS, POCKETS ETC., NOT SHOWN {}N TNE LARGEST BAR SIZE iN CORNER SPLICE. STRUCTURAL QRAWINGS BUT W!-IICH ARE L4CATED IN STRUCTURAL MEMBERS. �. ����� ��RNER BARS (r) ARE USED, PROVfDE ONE FOR EA. DC}UBLE E3ARS HO�IZ. BAR REQUIRING CORNER BEND. SiZE AND 32 C?IAM. 7, A.S.T.M. SPECIFICATIONS NOTED 4N THE DRAWINGS SNAL� BE OF 1i-3E LATEST REVISiQN. {�'-�"MIN.} BENDS SHALL BE BASED ON LARGEST BAR SIZE IN CORNER SPLICE. CONCF�E.fE 3. WHERE TYF. VERT. HORIZ. BARS ARE SHQWN IN A80VE aTLS. 1. ALL PHA5ES OF WORK PERTAINING TO THE CONCRETE CONS7RUCTI{�N SHALL CONFOR�1 i0 THE PR4VIDE BARS OF SAME SIZE AND DETAIL AS SHOWN ON "BUILDING COQE REQUlREMENTS FOR REfNFORCED C{}NCRETE" (ACI 318 �ATEST EDITION} WITH DRWGS. BUT N4T LESS THAN SIZE & SPACWG SHOWN IN MOUIFICAl10NS AS NOTER !N THE DRAWINGS OR SPECIFICAl14NS. MiNIMUM REINFORCING SGHEDULE WHERE REINFQRCING IS N07 SHOWt�. 2. ALL STRUCTURAL CONCRETE, INCLUDING SLABS ON GRADE AND TOPPING ON METAL DECK, SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PS.I. 3. PORTLAND CEMENT SHALL CONFORM T4 A.S,T.M. C-150 TYPE I OR iYPE II. 4. AGGREGATE FOR NARDR4CK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF COI`+{ TI N U QU S CON C. FQOTI N G AN D � A.S.T.M. C-33 ANQ PROJECT SPECIFICATIONS. EXCEPTlONS MAY BE USED flNLY WITH PERMISSION WAL� REINF�}RCING DETAILS �i7 OF TNE SIRUCTURAL ENGINEER. 5. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO A.S.T.M. C-94. 6. PI.ACEMENT OF CONCRETE SHA�L CONFURM TO ACI STANDARD 814 AND PROJECT SPECIFICAT10N5. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICN CONCRETE IS TO BE PLACED. 7. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS. „ �X6 �r 16" ?%16" OSB NAILED WJ �JLI l�' Vn LL1V�i #�� ��G�U� BLOGK ALL UNSUPPORTEp 1 f2" EXP. JT. CONT. TYP. "�" ti" PANEL EDGES, TYP. AL� EXT. WAtLS �" x � i J�" s�c,� WALL BLtJCK-OUT 2X6 P.T. PL TYF'. AS SH�}WN SE{��- SLtiD �IY��L.y �EE - ROCK VENEER ARCH., TYP. rr���°: �: ��;.,• ;;;t,r.,.��.�+c:'+� Y4.,;, --- , � t,..,N.� ;;..,i �� n.= �.. ..11�.� , w.� . i(=1 I f=1 I!=1 I 1= SEE ARGN. i i i-i i i-� i i-i i 4" AGG. BASE I I-I I I�I I I=) i i-I I I cou�s�, Trn. ��I I 1�=► �i l I�; ol I l;�l I li ��I I �#� cor�T. #4 � 1&" HQRIZ. �4 � 16" VERT. C� C� WAL� "T!"�"1'tr--m- CC3NC. FDN. WALL �-) I i-I! I-� �rrnrn. #a� Dw�S. c� �s", LAP �{ I 1=1 I I-) I 1: �» �>� �'-$H w/ v���rs. -( I f-!! I- � L8X8X1/2 CONT. ' Wf 3/4"� EXP. 2�5 CONT. BO�TS C�3 24" WJ o 5" EMBED. SEE P�AN CONT. CONC. FTG., TYP. ALTERNATE DWL. ��_a» � BENDS IN FTG., TYP. TYPICAL ROCK VENEER SUPPflRT DETAIL 2 3/4" = 1'-4" �-% 3J4» = 1'-Q„ A. CONCRETE PLACED DIRECTLY 3 GLEAR 70 REINFORCING 2X6 t� 16" 2" C�R, T4 - AGAINST EARTH B. FORMEa CONCRETE WITH 2" CLEAR BEND WALL VERTS. ����„ ��� H4RIZ, SARS EARTH BACKF'IL� 2'-0" INTO SLAB 2'-�» 2X& P.T. PL �» 5��� 8. AL� REINFQRCING BARS, ANCHOR BOLTS AND 07HER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR T4 PLACiNG CONCRETE. SEE PLAN � SE� E PLAN 5EE PI.A rh t, �.y+.�,. � Y,'� +i �Ky �.i{; 1t,� :�� �.�ie. .� ��t.:� t� r�� �.�...�,n. ,�._. .. �x: �� �•� �+ 9. THE USE OF CALCIUM CHLORIDE OR QTHER ADMIXTURES CONTAINlNG CNLQRINE IS N4T PERMiTTEd. ; SEE PLAN .;:,,,.� �;,;,�,;...:�.;., :.,, J . .,r � - - - : rh� t,.,��. , �, � ; 4 _w,;, t .t; �,A„� ,. REIN�ORCING FOR CONCRETE � a'+ �_a._._��. i ') � (=i I �-I I (- ' '' ;'� " :r� a= ` ' ,'•�`'''r� �!'"I I I-""I i �-� ( (-' •Y.+Y �tr..��.� '•�w:'� o` •.. � • I i I 1 I I-I I I-I I �r�•� �•�r �•� ••• �� ••+ •�� ' 1 1 I-I I I-I I i-I I I I-I � = 1. ALL. REINFORCING STEE� SNALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING =) t(=� ((-� ( �-� (( 2�5 CONT. (-�-�-� � �-� CODE REQUIREMENTS FOR REINFORCED CONCRETE„ (ACI 318 LATEST EDITION), AND THE "MANUAL I I=) � I=I I(=) (( „ ���' ���� ���j � E�� �� 2#5 CONT. OF STANDARQ PRAGTiCE FOR RElNFORGED CONGRETE CONSTRUCTION {C.R.S.f. LATEST EDITIaN) �4 t� 16" HORiZ. #4 C� 16 VERT. , AS MODIFIED SY THE CONTRACT DOCUMENTS. C� CL WALL, BENd �4 t� 12" VERT. .' 2'-0� INTQ SI.AB #4 C� 12" HORIZ. C� CL WALL � 2. REINFORCING BARS SHALL CONFORM Td A.S.T.t�. A-S15 GRADE 6Q. � .�4 DWLS. � 16", LAP #4 DWLS. C� 12�, LAP �- 3. ALL REINFORCING BAR BENDS SMAL� BE MAQE C�LD. 8� �n 9'-8» W% VERTS. �� $» 1'-8" W/ VERTS. Q J 4. REINFflRCING SPLICES SHALL BE MADE ONLY WHERE INDiCATED ON THE qRAWINGS. ' • 2 5 CONT. , 5. DaNlEI.S gEiWEEN FOQTINGS AND WALLS SNALL BE THE SAME GRADE, SIZE AND SPACING OR �, 2#5 CONT. � # NUMBER AS THE VERTICAL REINFORCING ANQ SHA�I. BE TIED TOGETHER WITH WIRE. ' ' SEE PLAN SEE PLAN SOLID SAWN �UMBER � 2'-0" 2'-Q„ 1. ALL WOOD FRAMING SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIQN � jr"``� FOR WOOQ CONSTRUCTION", LATEST EDITIC}N, REC�MMENDED BY THE "NATIONA� � 1 FOREST PR4DUCTS ASSOCIATION". 3J4" = 1'-0" S-7 3/4" = 1'-0" 2. ALL W40D SIRUCTURAI. MEMBERS SHALL BE MARKED NEM-FIR N0. 2 OR BETTER BY A RECOGNIZER {WCLIB) GRADING AGENCY. 3. A�� SILLS A�JD PI.ATES RESTING ON C4NCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 8» FROM THE END OF A BaARD OR FROM A HQLE OR NOTCH GREATER THAN 1%3 TNE WIDTH OF A P�AIE, AND EXT. F1N, SPACEp AT INTERVAL.S NOTEQ. GRADE 4. ALL Bt�LT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. '� ��-� ( �-) � �_) � �_� �(_) ��_� �(= 2X6 t� 16" a ►i�����►i��ii�i��iiiiC��iii�����i����i����: P.T. 2X6 P� 5. DOUBLE ANQ TRI. LE BUILT-UP SOUD SAWN WOOD MEMBERS SHALL BE SPIKED TOGETNER WITH TWU 16-D NAILS SPACEQ AT 16" STAGGERED. 6. i YP. WAL� ANCHOR BOLTS SHAL� BE 9/2"D X 12" C� 32" 4.C. MAX., SIMPS4N MA6 CRAWL SPACE ANCHO�S C� 32" O.C. MAY BE USED AT C4NTRACTOR'S OPTI4N. SEE PLAN � ��Ap� STRUCTURAL STEEL ('_� � �_�_ 1. STRUCiURAL STEE� SHALL BE QETAII.ED, FABRICATED AND ERECTED W ACCORDANCE WiTN TNE A.I,S.C. SPECIFlCAT(ON FOR THE DESIGN, �ABRICATION AND ERECTION OF STRUCTURAL STE�L FOR 2#5 ��N�• � � I I i� � �I I I� � �I I BUILDINGS, LATEST EDiT10N. #4 {� 16 VERT. C� CL WALL, BEND 2° CLR. TO 2. ALL STRUCfiURAL S7EEL SHALL CONFORM TO THE A.S.T.M. DESIGf�ATIaN A-36, UNLESS NUTED 2'-Q" INTO SLAB HORIZ. BARS dTHERWISE. 3. STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A-500, GRADE B, #4 t� 16" HflRIZ. #4 D 4. A�� BOLTS SHAL� CONFORM TO ASTM A-307.. �4 C� 12" VERT. 1'-8» 5. BOLT HOLES IN STEE� SHALL BE i/16» LARGER pIAMETER TNAN NOMINAL SIZE 4F BOLT USED. � #5 C� 8>' 6• ALL STRUCTURAL STEEL. SURFACES THAT ARE ENCASED IN C(?NCRETE SHALL BE LEFT UNPAINTEQ. � #4 DWLS. C� 16n, LAP HORIZ. g°: g�° gn g» 1'-8" W/ VERTS. SEE P�AN 7. ALL WELaS SHALL BE IN CONFORMITY WITN TNE CODE FOR WELDING IN BUILDlNG CONSTRUCTION �- �� �AWS D.10 LATEST EDITION �JF TNE AMERIGAN WELDING SOCIETY) AND ALL WELDS SNALL 8E DONE 2#5 C4NT. BY THE ELECTRCC ARC PROCESS WITH E70 COATED ELECTRODES. �ry}�,��i, ��y .� 4� �+` �' � � �'�� y* 4, 0 ,;,x•� •��ry', �s ti�.,�., DESIGN CRITERIA SEE PLAN T • �JT11i i I) • SEE PL.AN 1. ROt�F. DEAD L.flAD = 15 PSF, �.fVE LOAD = 85 PSF F4R SLC}PES GREATER THAN 4:12, 100 PSF �' FQR SLOPES 4:12 A D S. � 2'-Q» 2'-0" 1 2. FLOQR: DEAD LOAD = 35 PSF, LIVE LOAD = 4Q PSF. '� � 3. DEGKS: DEAD LOA� = 1 f� PSF, LIVE �OAD = 85 PSF. 3 f 4" = 1'-0" �'j- % 3 j4" = 1'-0" `�• WIND: 90 MPH, EXPOSURE °C". 5. FQUNDATION DESIGN BASED ON SOILS REPORT PREPAREQ BY HP GEOTECH, Job No. 100 827, DATED 5/21 f01> USING SPREAD FO�TINGS WITH AN ALLOWABLE SOI� BEARING PRE5SllRE OF 4,OQ(} PSF. REFER TQ Tf�E SOILS REPORT FOR COMPLETE SQILS MATERIAL, FIL� AND COMPACTlON REQUIREMENTS. THE SOlLS REPORT SHALL BECOME A PART OF THE PROJECT CONTRACT D�CUMENTS. �. BUILDlNG CODE: 2�Q3 IBC. 7. FROST DEPTH = 48". -�,--�--,- -n-J�--►- �4 C� 12" YERT. � CL WALI. 2�5 CONT.-' SEE PLAN - 2#5 CONT. SEE PLAN ,� - � #� c� �" �o�iz. C� CL WALL #4 C� 12» VER7. � CL WALL #5 � s» Ho�EZ. � CL WALL �4 DWLS. � 12", LAP #4 DWLS. � i2", LAP 1'_8„ W/ VERTS. g" g" g� 1'-8" WJ VERTS. #5 C� 12" O,C. MAX. EA. WAY O SEE PLAN STD. 90' HO(7K SEE P�AN � � ____ - --- - --� 8 -- • � i � � � � � � �: . - ���� 1 �� . �.. ;.. �. � s� ��� ��+r ��• .��• ��•.�� �� .� ��• �� � i�• �� • �� • / .� .� .w .� .� � „ � • : f �� . „ . r c� � • : - 2X6 � 16" 2Xi 0 REDWOQ� PL RIPPED TO 9n TIIUG " SEE PLAN -- SiMPSON kTT3514 T(3P FLANGE JOIST HANGER -2#5 CONT. r- 2„ CLR. TO HORIZ. BARS �CI�AWL SPACE GRADE il-(i " °� i � #5 C� 8" o0 I I-I I Ho��z, �- � i�� 8n �„ Q -111 2#5 C(�NT. _ i � SEE PLAN 2>_0,� �____� �/� s� as� 1" F.O. CO�C. T4 -�.� O.S.F. STl3D DBL 2X6 PL-� S� EE PLAN �4 g 92" VERT. �4 DWLS. t� 12", LAP �'-g" w/ v��-�s. 3 j4" = 1'-0" #5 i� 8° HORIZ. �„ �„ �_ #4 C� 12" VERT. #4 DWLS. � 12", LAP 1'-8" W/ VERTS. �� 2#5 CONT. o � 2!^�H ,�"`r P.T. 2X6 PL- BEND WAL� VERTS. 2'-fl" INTO SLAB 2�-�� WLS. � 12", LAP 2#5 CONT. WJ v���rs. SE_�- ao r SEE PLAN . ;:::�i«�'�:�'; �,• .:�:;� , :��, �, .r► r � P�7. n� M {r , �y,. �',f' � � CONT, Zxs c� �s» #4 {� 16» VERT. �t� CL WAL�, BEND 2'-0" #N7Q SLAB _� SEE PLAN �, 0 SEE PLAN � ° 2�5 CONT. 2Y� ^fi U 2X8 C� 16" P.T. 2X6 PL SEE PLAN � 2�5 CONT. _ 2„ CLR. TO HORIZ. BARS �CRAWL 5PACE GRADE Il�i��� �5 t� 8" �'j I I�C ( �oR�z. �- � ��� � g„ �� ¢ =1 I i 2�5 CONT. _ O t SEE PLAN 2'-0" ��� t L 3/4" = 1'-0" �-% 3f4" = 1'-0„ ��% 3f4„ m 1'-0" 3 f 4" = 1'-0" CONT. 2X6 P.T. PL WJ POWDER DRIVEN NAILS� 2,_0" BENt3 SE�E PLAN 3/4„ = 1'-Qn E: . s . c� . 3/4" = 1'-OH #� cot�T. ��■ 2X6 � 16" STUD WALL 2'-Q" BEND INTO S�AB #4 t� 12" (?.C. MAX. EA. WAY Q t T • a � .� . ., 3/4" _ 12" VER% S_� EE PLAN -4�- +LS. � 12°, �AP W% VERTS. 2�5 CONT. 2°-a» � ������� " VERT. ,LL . @� 12", LAP r VERTS. CONT. BENd WALL VERTS. 2"-4" {NTO SLAB 2'-p�, ,,'- 2�b CONT. ,, - �4 � 16" HORIZ. 4 C� 16" VERT. � CL WALL, BEND "' 2'-0° INTQ SLAg #4 DVi2S. t� 16", LAP �n �� 1'-8" W/ VERiS. . � 2#5 GONT. 0 SEE P�AN � 2'-0" t 4 \ � f4» _ �'-o,> G'� �� 3 f 4" = 1'-0" 2" CLR. T4 2" CLR. T4 --- HORIZ. BARS HORlZ. BARS ��J � $H�"�,,. HORIZ. #4 DWLS. � 12», LAP �4 C� 12" VERT. 1'-8" W/ VERTS. �4 Q+ 12" VERT. � 2x� � � s� � #� {� $» �- P.T. 2X4 PL -� HORfZ. g�� gn a SE,� E PLAN SE� E PLAN 2#5 CONI'. �;'��:�;,��,�l;��;�+�;t�' �y�' '.i"3;✓�i'�4�� ��;n ��r�*��. �MY`F `v+d y � � F t � � 1=1 I 1=1 . . ° 1=1 I 1=1 314" = 1'-0" Z>_0� F�'��i�»1�i� �j4" _ �,_o� _�SEE P�AN_ _,p- SEE PLAN 2#5 CONT. - #5 C� 9" HflRiZ. -- C� CL WA�L � 12" VERT. 'LS. t� 12", �AP W/ vE��rs. 2#5 CQNT. 2)� �A t` . #4 DWLS. C� 12", LAP 1'-8" W/ VERTS, � � �- 8" 8" � J 2�5 CONT. x � o 2,_p„ �. 2'-p" �. #4 C� 12" VERT. C� CL WALL �� BEND WALL VERTS. 2'-0n INTO SLAB � t� 12", LAP � #4 DWLS. � 12", LAP VERTS, g°� g�� 1°-8" W/ VERTS. CONT, 2�5 C4NT, ia �-- , SEE PLAN �r _ n» ry r_ �n �� ��n U L 15 1fi 17 �/�„ _ �'-a„ S_� �/�„ - ��-o� �_7 �/4» - �,_o„ �_7 2X6 t� 16" �4 X 18" DWLS. C� 16" U.G. MAX., DRiLL & EPDXY GROUT P.T. 2X6 PL INTO EXIST. FDN. EXIST. CONC. 3#5 CONT. CONT. 2X6 P.T. PL W/ F�OOR POWDER DRIVEN NAI�S 2X6 C� 16" SEE PLAN� t� 16" STUD WALL q.,> �'y �^./'�R� '(' co L#� 1�t11Y I. �! M1 .r e.� ! K't �•�'�} `Yri'�w:vr SEE PLAN ,,.y' ,� `��'''°M"` : `+ i i i-i i i-� � G-i SEE PLAN � � It�' i"t�'�� `✓'r.r. 0' r�"a�°�'���::��:�.���� 0 +i ',, r . � rt .; THlCKENED SLAB 3 f 4" = 1'-0" GONT. 2X4 P.T. PL W/ POWDER DRlVEN NAfLS C� 16„ :E PLAN �- �a ;;r��,'�;��� ��:�����, t r� E *� TH(CKENED S�AB 3/4" = 1'-p„ r i `r;.�:� �f-�N �r; ��1�': ��^^n u Lf�`t � 3 Un STIfD WALL �- Z#5 COh�7. � EX1ST. CqNC. WALL 3/4„ = i,_(}" r i s . CC1N7. TIMBERSTRAND RIM ;�., 3f4"� THRU BO�TS � 12» STAGGERED LIOL. 2�� PL 2X6 t� 16„ TYPICAL TNRU BOLTIN� FOR 4 OR MflRE ,�� M11�11P1.E P�Y MICRO-LAM BEAMS �% 3J4" = i'-0" �-% 3/4" = 1,_�" �-%' � � � T�� /�1'a�`►S'E��1+���5 me ar�c�iderctvr�e►t aelerrce P�t OMlce sox 743t Avori, C� 81620-T431 {970} 74A-1470 fax: {870) ?�48-147i ematl; tabAvai(.net www.taba�soc�ates.c�m 3truc�ursl Enolneer. u u Newid�ic Enpineerinp 890-T56-�1�4 Se�eti `�\\�1��1�1t t�a��r t� fjl l�l ����` ` `' ' °� • �',Gi . � . • ��; ,�� ! : � � ;�z . : __ �,: 2 3 ' �'�,�;•. ��'�; t�` ���;: r S` • , . .• i� \�� � �f�i!''s,,ii�NA� „� �� , � • � � • 1 / / � i � � 1 � . � 1 � ! r � � ! � Revisipr�s: �i , P�RMIt- 0�€l2310'l r•:��•. : : �c :_l� =.t:_� ��=----- , _ h . T . FRAMEa BEAM ��NNECTI�N SCHEDUL 2X6 C� 16" 2X6 � 16" W BEAM N0. OF SHEAR f� 8C7LT BQLT WEi�D SIZE � � DBL. 2X6 P� C78L. 2X6 P� DEPTH BOLTS 1GKNESS DIA. TYPE 3J8" FULL WfDTH WEB IN VERT. ,>A„ SEE PLAN STlFF. EA. SfDE RpW 1NCHES FOR BM. 3/8" FULL W10TH WEB SEE PLAN , , _ , " FOR BM. �� -�----,-•. . �_,._�_., •---,�.,-- -• _.�..�,., � °. SEE PLAN ' SEE PLAN 5 8c 6 1 3 8" 3�-" A325 1 4 SEE PLAN ST(FF. EA. SlDE SEE PLAN .__,_.,._..,_�_, -- - - � .„_.., _,.. _..___.__ _ �- � 1 q. F4R BM. SEE PLAN 1 1/2 .....� 8 2 3 8" 3 4" fi 4 • FOR CQL. » FOR Bt�. CONT. TIMBERSIRAND DBL 2X6 „ 10,12,14 3 3 8" 3 4„ � q. BOLTS PER SEE PLAN RiM p� 7/16 (}SB 16 4 1 2" 3 4" �¢ PER SCHEd. • SCNED. 3 f 4" COL. CAP PL X BM. �/`� F�R BM. 18 5 1 2" 3 4" 1 4 ' „ � 14 BOLTS �� 4-3 f 4»� A325 3�-�3 f�"� TNRU B4LTS 21 6 1 2„ 7%8» 1 4 1 f4 � 2 3f4"�AA325 80LM� WIDTH -,--•---._-- ___,� /C VERT. 3-3%4"� Tl-{RU BOLi'S T�� 24 & 27 7 5/8" 7 8" 5 f 1� 3/4" CO�. CAP PL X 8M. C� 4" C f C VER7. _ 5���� �� ��� A��t����tes DBL. 2X6 34 8 5/8" 7 J8„ 5 f 16 „ " PL 7/16" OSB � 33 9 5 8" 7 8" 5 16 SCHEb. 1 f 2 � j J� 1�� BOLTS �J �-3 f 4"� A325 2X6 C� 16 36 10 5j8" 7 8" 5/16 SEE P�AN � r� F4R BM � 1 9 2" The �Ir�ch�it�ui�9/ Et8l8t�ce FOR COL. SEE PLAN N07E FOR FQR BM. Post tNftce Box 743! 2X6 t� 16" SEE PLAN 90" BM. TO BM, CONN. SEE PLAN Av+on Co sts2a-74si NC}TE: �J�°° Fu�� �a-� �� . ASTM A325 NIGH STRENGIN BOLTS MUST BE USED IN ALL STfFF. EA. S1DE F(}R COL. �g�p� �qg.�4� 1 � cn�r��cT�or�s. 3 4 5 fi 7 � ��: ��Y��.n�� fax: 970 748-'! 471 3/�� _ �'-o" S-8 �/�» = �'-o" S-8 NoN� 5—g �/�-" _ �'-o" 5--8 �/a�» _ �'-a" �-8 �/�" = �'-o» �-8 �/�» _ �'-o� �—g �/�� _ �'-a» c_g �.���.�, Shlscture! Engfn�_r. NBYYISIt�C Er�II'16@th1Q 890-?56-8i64 7/16" OSB 7%16" 056 2" CLR.� 2" CLR.� „ 2X6 t� 16" „ 2X6 t� 16" 1 F.O. CONC. TO 1 F.d. CONC. T4 4.S.F. STUD P.T. 2X8 PL Q.S.F. STUa P.T. 2X6 PL L3X3X1/4 CONT. �3X3X1J4 CONT. DBL. 2X6 PL DBL 2X6 P� SE,�_ �EE� SE_ __� E P�AN SE��A� SEE� SEE P_ LAN r_ir_ SEE PLAN SEE PLAN SEE PLAN y ---•- -- --- 5EE P�AN � �— -_ —�_ �- � T_ � _ ��. CONT. TIMBERSTRAND --- DBI. 2X4 _-_ BGI BLKG. BTWN. Q� r�if��� RIM + f ! EA. JdIST 4�\`�\��v��i»�� .+trt � �i—) I �—I � �—� P� � (_� � ��� 1 ��' �1 �� � '�, /��ri� 2Q GA. 1" GONC. FORM 2Q GA. 1" CONC. FORM =I ((=) I I—I i I �I I(=I I I=I I( � � 1 q. �_�� D�CK, GONN. TO ALL � �,%r 1 q. �_12 DECK, CONN. T4 ALL � y` '� j SUPPORTING STEEL W/» 1/2 � THRU» 2-2X6 C4NT. Wj 3 SUPP4R71NG STEEL W/ 2X4 t� 16" ��'. 23 �� ,�4`r; #10 TEK SCREWS {� i 2 BQLTS t� 32 LAYERS OF 3/4 �1Q TEK SCREWS � 12 dB�• 2X6 SEE PLAN FOR SEE PLAN FOR DBL. 2X4 .,a,�; �� �'�� O.C. MAX. P�YWOOD O.C. MAX. PL FDN. WALL �DN. WAL� PL %,�F`�S; • .. . . • � ' C3�'�`� 2X6 Cd� 16" 2X4 C� 16" �1�'�i�`s/��N�qL.����i��`�� g 1(J 11 12 13 14 --- 3f4" = 1'-0" �-$ 3 j4" = 1'-0" �-$ 3J4" = �!_�>� �--$ 3/�+� = �'°�» �-� 3%4° = 1'-0" �-$ 3/4" = 1'-Q" �--$ 2��• CL C4L. 2X4 Q� 16" O.C. SEE PLAN FOR C4L. � 6�,� �5 @ 12" HORIZ. 3„ t� CL WALI. BASE PL 1 j2X5X1'-0" f'� #4 � 12" O.C. VERT. CL COL. W/ 2-3 f 4"� X 12» �./ A. B.'S C� 9ry C f C, SE1' 1 q, ,� rr.. 7/16" OSB » 4 DWLS. i� 12" 4.C., � CL WAl.L PL ON 3" ��� ��� #AP 1'-8" W/ VERTS.. = SEE PLAN �4 GROUT SEE P�A "�' 7/16" OSB 7 j16" OSB 00 I I—I ( I—'}� SEE PLAN 7 f 16" QSB � „ 2X6 C� 16" „ 2X6 {� 16" P.T. 2X4 PL `� �� �_! � FOR COL SEE P�AN FOR ,> 2X6 C� 96" 1 F.fl. CONC. TO 1 F.O, CONC. TO a ((—I I I— FDN. WALL 1 F.O. CONC, TO .�*�.:�,�,;:�•�,,� i;,+.,;;„,;..��t�'��:•�..: ,� --- � DBL. 2X6 PL ¢ � I I (—) { I BASE PL 3/4X5X1'-0" � `, . � ". .' • � � . '�. •';� O.S.F. STUD P.T. 2X6 PL O.S�F. STUD P.T. 2X6 PL -' 8' „ „ O.S.F. STUD �",..°w' '�',•� ••»' ai r�� .•t �, Y� . I�—I I i�I I�—� I I— EXIST. GONC. 2X12 REDWOOQ PL i � i i i i—� i i—� i � P.T. 2X4 PL I—I I(= W/ 2-3j4 � X 8 EXP. DBI.. 2X6 PL DB�. 2X6 PL FLOOR � I I=1 BOLTS C� 9" C f C, SET P� pg�, 2X� p� RIPPED 7Q 9" WIDE ��—I I(—C I I�I � I—i (( SEE� SEE-� SEE PLAN ��1lICi�III ON 3/4° GROUT SEE p-----�-LAN, ii����Ei���iii���ii����iii�� . � BCI BLKG. BTWN. �—I I I=I ((=) I I—° DBL. 2X4 TIMBERSTRAND DRILL & EPDXY GROUT 4�5 EA. WAY 1 4 —I � I�I, �—I I t DWL.S. 6" INTO EXIST. - JQIST NANGER � ,�,�o�,00 � EA. JOIST BLKG. BTWN. EA. 0 0 0 o Q o o c -i I(=) � I=i ( �=I ( I PL I I-I E I°I I I�=I I ,101ST FDN. SE��}` E`PLAN REINF. FROM FTG. ����Q��op ,= PER PLAN � BEYOND CONT, ��0� oo�oo�oaQ°oc .- o� o a o� o�c � NOTES SEE 7 jS-7 FOR aoa°oc,�oo�aa�oo�ooWO aa°000°qdo°od�-oo�oo�o ,.���, a�.��a�..�'�n�.�'� o�.�� 0�(�0 o SE� g THRU �?°oo�°!°o�°o�°od��° „° BAL. OF DTL. ir �.7°y.`Qlt n4V nOV nQV j.�OV n0 n0 '��f1'f'i��IS�� �!'t1YM4�1 � A L4X4X1/4 CONT. W% 2X4 t� 16" :��.:.�'����+ ^'�r>� L4X4X1 f4 CONT. W/ • � � 3j4"� X 6">EXP. DBL. 2X4 SEE PLAN FOR SEE PLAN FOR DBL. 2X4 . 0 3/4"� X 6" EXP. � � BOLTS C� 16 PL. FDN. WA�L. FDN. WALL �>� PL EXIST. C�NC. I-I I I-I SEE PLAN FOR 2X4 t� 16" 2X4 C� 16" WALL SEE PLAN ��� ��� � � BOLTS C� 16" ` . �� FDN. WALL SEE PLAN FOR � � 3'-0" SQ. �, FDN. WALl� �� � � 15 16 17 18 19 2Q 21 •� Q 3/4" = 1'-0" �—$ 3/4>, - 1>_0" �_� 3�4" _ 1'-Q" s"'j---$ 3f4" = 1'-0" S—$ 3J4" = 1,_0„ �,r$ 3f4" = 1'-Q" S—$ 3r4,� - 1�_a„ �j—,$ � �� � � � �� '� ' i � `=' 2xs c� � s» o.c, �Ax., 7/� s» os� 7/� sn os� � � SE7 ONE 2X6 EA. S{DE 1p»� LOG RAFTER, 10"� LOG RAFTER, `�" � 2-3f4"� X 12" LAG OF LOG 5EE PLAN �� jg�� L�� SEE PLAN � BOLTS {� 3" C C HORfZ. „ �. � J � 1/2„b THRU BOLT � 12 7J16 O�B THRU STL. BM. WEB EA. LdG & 2X12 PACK-OUTS C4PE 1Q"4 �OG QNTO „ 2X6 t� 16" INTO END OF EA. L(iG DBL. 2X6 PL 18"� L4G Q�L. �x� �� 1 F.d. CONC. TO � SEE PLAN SEE PLAN O.S.F. STU� 2X12 REDW40D PL 7/16" OSB 2X6 C� 16" .�...� RIPPEC} Ta 9" WIDE 1„ F.O. CONC. TO 2X6 C� 16" ■_r• DBL. 2X6 P� � BL. 2X6 PL 2X6 PL CONN. W/ SIMPSQN W14 2X12 BLKG. P.T. 2X6 PL PdWDER QRIVEN NAILS � i"OP Fl.ANGE --- _. -_"....---- SEE PLAN� O.S.F. S'i1JD � u� � 16" O.C. STAGGERED i� ��• JOIST HANGER NOTCH M.L. JOIST JOIST HANGER DaL 2X6 PL 5EE PLAN �� TO BEAR ON PL PER P�AN SEE PLAN -------_ — ��� PLA_ N� 18"� L4G SEE PLAN FOR NOTES � ____ R4NT. TIMBERSTRRND ' 1/2„� THRU BO�TS FDN. WA�� � 10"� LOG,- CONT. 2X10 PL RIPPED SEE PLAN FOR BM. SEE P�AN 1 3/4" X 14" M.L. SEE PLAN FOR BM. � SEE P�AN TO BM. FI�ANGE WIDTH @ 32" 0,�. MAX. JOIST BTWN. LOGS, 18'"� LOG, � CONN, W/ P4WD�R DRIVEN ri COUNTERSINK SEE PLAN 1� A307 THREADED SEE PLAI� FOR BM. SEE P�.AN 1 3%4" X 14n M.t. NAILS t� 16" O.G. ROD � CL 10"� Lt}G NUT & WO(}Q J O I S i S B E Y O N D S T A G G E R E D PLUG DBL. 2X6 � SEE PLAN FOR PL � B T W N., L O G S, S E E I 1-1 I{—I I 1=1 f I—I I I FDN. WALL 2X6 C� 16" P�.Ar� _I I 1-1 I 1-1 I 1-I I I-! I SECTION i� Lt}G JQ1ST� SECTION BTWN. L4G JOISiS i� M.L. JOiSTS 22 �3 �4 2�J 3/4" = 1'-0» �_g 3l4„ _ �3-0" S-8 �/�tt = �y-o» �_8 ���„ _ ��-o» S-8 2X8 PL RiPPED TQ BM. SEE PLAN F�ANGE WIDTH ���: ° FOR COL. SEE PLAN CL LflG CaL. CL CflL. BASE PL 3/4X5X1,-0" 2�" SEE PLAN FOR 2X6 t� 16" DBL 2X6 F(7R COL� 2X8 PL RIPPED 70 BM. �. � W� �_3 f�. � X� �Xp, FLANGE WIDTH M.L. BM. pL SEE PLAN FOR Bt7LTS t� 9" C jC, SET PL 3 j16 9 2�„ CL COL. 2-2X12 X 4'-0" STL. BM, 4�� GUT BRG. NOTCN IN ON 3f4" GROUT ��`�' '',�' SEE PLAN CENTERED 4N END � SIQE OF COL. FOR SEE 14 JS-7 FOR SEE P�AN BASE PL 3 f 4X5X1'-On STL. BM. � W/ 2-3%4"4 X 8" EXP. OF 2-14 M.L, BM. . BAL. OF DTL TOP FLANGE BM. `/ SEE PLAN `� SEE PLAN FOR BOLTS t� 9" CjC, SET PL SEE PLAN FUR ,�::�;,;.�,.�ti.y,,a...:��;.., ;:,. }:,,"r'.r —�!} HANGER PER - ,�� STL. BM. 1'JI BLKG. ON 3/4" GROUT i 4 ��,,.�.:;,..j�4.�, w.htir;':;;4r�:•:•��;r��..• PLAN NOTES '�' � ��� ��� STEEL BM. WEB „ » . PANEL SEE 21/S2-1 FOR SEE PLAN 2-3/4"� THRU 3 j4 � X 6 LAG BAL. OF DTL, T�' ti� �; � BOLT t� CL COL, ,��r,+�;;��`,�r. �y B�LTS "�. ,•�•"."'�r' . ! SEE P(.AN 16"� LOG Isst� Date�: ° • =1 E (=1 i i- „ `=�' r.:4.�� � a �� 111=1I1=f 2-3/4 � THRU > ri ,�F����� �,;,,t.. SM., SEE CD-03!1$1{l? BOLTS TNRU EA, L3X3X1 /4 X 0-9 DBL. 2X6 a PLAN SEE PLAN FOR ANGLE, 4 TQTAL EA. SIDE OF STL, �� t i-I I I-III-) I I: `' LOG COL. SEE PLAN FOR BM. „ -) I I-I I I-i I i- 5 , „ ,„ SEE PLAN 2X6 C� 16 2-1 3 4' X 14 FTG. REIN�. 2-3 f 4� S(7(�TS t� f 2-2X12 X 4 -0 #5 X 2'-6" C� 6� C f C M.L. BM., SEE CENTERED C}N END #5 C� 12" �'-a„ P�AN OF 2-14» M.L. BM. 2� �7 28 �9 3a 31 p�A� sECr�a� sneet �cte: 3/4� _ �'-o" �—g �/�� _ �'-o» S-8 �/�» = �'-o„ �_$ ��4„ - �,_o„ S_� ��4„ � �°-o" S--g �/�" _ �°-o" �_g :, �� ��ruc�u ra�l 2 3j4" = 1'-OH �-$ r � ������� SEE PLAN 2X6 (� 16» CONT. 2X8 LEDGER �n ,} FOR COL. 2X6 C� 16" DBL. 2X8 PL WJ 3-16d EA. STUD SEE PLAN BASE �L 3/4X5X1'-0" CL CQL. FOR BM. An » W/ 2-3 f 4"� X 8" EXP. SEE PLAN SEE PLAN SEE PLAN �r s�� ��.AN „ eo�TS � �" c�c, s�T �� � � ��_ �—_ -d�-- �o� e�. fi FULL WIDTH WEB � ON 3/4 GROUT SEE PLAN TIMBERSTRANa RIM 2X8 PL RIPPED TO TIMBERSTRAND RIM 2X6 PL RlPPED Tt} � STIFF. EA. SIDE t� CI� SEE PLAN "� R#PPED TO JOIST BM. FLANGE WIDTH RIPPED T4 JOl5T BM. FLANGE WlQTN 3-2X6 PL ., BM. INTERSECTiON 1I�" � SE.� . E PLAN SE£� __- SEE PLAN DEPTH CONN. W f POWDER DEPTH C4NN. W% P4WDER "' r ��-�-�-- °° / � DRIVEN NAII.S t� 16" �A� QRIVEN NAILS � 16" .�.SEE PLAN � �, -- - - � (-� � �-� � i,-i SEE PLAN�„ _ 1 j�H� THRU =� I�=� � I=� I� SEE PLAN FOR 2-2X12 CONT. � 2-2X12 CONT. � 1/4" BENT >'ll'� P� Pr+�t f�o: BOLTS � 32" STL. BM. --NC}TCH M.L. JQkST NOTCN M,L. J41ST �Nj 1 j2" PLYW(}OD BRG. ON PL BRG. ON PL SPACER BTWN. 1 j4" BENT "U" Pl. �j� EA. SID� W/ 3j4"� S E 4 S-8 FO 1 f 2"� THRU BOLTS 1 J2"� THRU BO�TS �%� EA. SIDE W/ 3J4"� SEE P�AN THRU BOLT n �J�,�7„ �� I � �> t� THRU BOLT �OR COL. BAL. OF DTL. @ 32 O.C. � 32 O.C. SEE PLAN i/2 BACK PL 1/2 SEE PLAN LARGER �THAN "U" PL 2-2X12 LEDGER FOR BM. TOP FLANGE JO{ST SIMPSON LSSUI25 SI�APSQN LSSU125 FOR COL. HANGER PER PLAN F'ACE P�4UNT SEE PLAN �`�R FRCE MOUN7 SEE PLAN FOR ON SiDES, TOP & BOT. �h� �`' NdTES JOlST HANGER STL. BM. J415T NANGER STt�. BM. � 33 34 35 3�6 37 38 39 4U �'� "' 3/4" -�,��» `�"`„�'--$ 3f4» =��_��, S—� 3/4" = 1'-0" �--$ 3,/4" � 1'-p" r�_„� 3 f4„ � 1,4Q,a �-°� ���„ = i>_Q» 5--� 3/4" = 1'-0" �--� 3j4° = 1'-p" �--$ � ' r I ., a ! CONT. IiMBERSTRANQ I76L. 2X6 -� ;�"=: r,:::'; � R�1YI 5 � • PL ,�' .' • �' �:.� . � ,,. p , ������ �'�. �'I1C�"=` �e�. �xs =4 ! i=1 I 1= PL i4" SQ. FOCKET !N - 2X6 � 16" FL04R SLAB, GROUT 2X6 {� 16" SOLID AFTER SETTING COL. 1 2 3/�" _ �'—o» S-- 9 �/�„ _�'—o» S— 9 3/�» _�'—o� �/TS» osa 2X6 C� 16 GQNT. 2X8 PL RIPPED DBI.. 2X6 PL T4 BM. FLANGE WIDTH, CONN. W/ POWDER DRIVEN NRILS C� 16" Q.C. __ _ -/ —.--_ - --_� - — -- —_ TOP F�ANGE JOIST SIMPSON HU9 NANGER PER PLAN FACE MdUNT ��.�--�-- NqTES JOIST HANGER 3/4"� X 12" LAG 1f4 � SEE PI.AN SEE PLAN FQR COL. BASE P� 1 %2X12X1'-0" Wf 4-3/4"� X 6" EXP. BOLTS � 9" C�C EA. WAY �d- d- � ��':^i.-;;tiw�; �i G4 ��.�,�,''., i r ,.'.... ' .J v.. 3, �r t'>'. .�ar;� �t.��t .�t , `. i ,,. '..t � i:; �,;�,,�;'.,};� ,,;;� SEE PLAN FQR RE{NF. �/� s� os� . c� . �: . � �W""��'��"I • � • �� � � s . � . � � � • �� 1 � ' SEE PLAN FOR GOL. SEE P�AN FOR BM. . � BQLTS PER SCHED. 19 jS-8 • SEE 19%S-8 FC�t� SHEAR P� »�� PER 5CHED. 4 �I4�> - �,_a,> ��g i.s.� vJ�.r.. 2-2X6 X 4'-Q" CENTERED ON M.�. BM. CONN. 2X6 PL 3-1 3f4" X 14" M.�. BM., SEE 1/2„� TNRU PLAN BOLTS C� 32" SEE PLAN SIMf'SON HHUS5.50 f 14 FOR BM. FACE MOUNT BM. HANGER 2-2X10 X 4'-0" CENTERED ON M.L BM. CONN. � 3/4" = 1'-0� �—� SIMPSON W9— TOP FLANGE JOIST HANGER 1 /4 SEE 2/S-11 FOR B�YL. OF DTL. 3j4„ _ 1,_�� SEE PLAN Ft?R CC}L eASE �� �/�x�oxo'—�o" w/ 4-3/4"� X 6" EXP. BOLTS t� 7" C jC EA. WAY, SET PL ON 3/4" GROUT CONT. 2X10 PL CdNN. Wf POWDER DRIVEN NAILS t� 16° O.C. 2-2X8 C4NT, BOLT C� CL LOG TOP F�ANGE JOIST-f TOTA� t�F 6-2X8 SEE 9jS-9 F'OR FOR BM. SEE PLAN FOR SEE PLAN FOR HANGER PER PLAN 1 j2"� THRU BOLTS SEE PLAN BAL. OF DTL. FQN. WALL FRN. WALL NOTES CQNT. EA. SidE t� 16" O.C. FOR BM. SEE PLAN 1/2"� THRU BOLT5 2-2X12 CONT. �} �2n FOR BM. 3/4" = 1'-Q" 3��rt _ �,_�» 2X6 t� 16" 7/16" OSB 2X6 t� 16" 7/16 05B 2X6 t� 16" 7/16 OSB 2X6 C� 16" DBL. 2X6 PL DBL. 2X6 PL DBL 2X6 PL ����i r&G PLYWOOD SEE 18fS-9 FOR 1X 7&G DECMNG BAL OF DTL. �/1s os� „ � SEE PLAN � SEE PLAN � S�_,�_ _E__PLAN_ ��6 � � & DBL. 2X6 PL >, ,� �---------- 11MBERSTRAND RIM DBL. 2X6 2X6 PL CONT. TIMBERSTRAND g�� g���. INVERTEQ SlMPSON 1 3/4 X 14 10"� L4G �L RlM ITT3514 TOP �'LANGE M.l. RiM. 2-2X8 CONT. JQIST HANGER SEE PLAN� SIMPSON IUT3514 __�_�---- COPE 10"� -f cO TJI BLKG. FACE MOUNT 9 f 2"� THRU pBL, 2X6 PL DB�a 2X6 PL DBL. 2X6 PL----°`` LOG 1" ONTO JOIST HANGERS BQLTS C� 32" ��"� �OG PANE� 2X6 (� 16° CRIPPLE 2X6 {� 16" CRIPPLE 2X� C� 16" CFtir�PLE 1 f 2"� X 12" STUDS STUDS STUDS LAG BOLT C� SEE PLAN CL LdGS FOR SM. 2X6 PL CONN. W/ 2X6 PL CONN. W/ 2X6 PL CONN. W/ ��»� ��� DBL. 2X6 14"� LOG BM., 2-2X10 CONT. ppy,�pER DRIVEN NAILS PQVdDER DRIVEN NAILS POWDER DRIVEN NAlLS C� 16" O.C. @ 16" O.C. C� 16" C1.C. 1" 1 j2"� X 6" LAG BOLT PL » SEE PLAN �„ i/2"� X 6" LAG BOLT UP THRU BM. TOP FLANGE 2X6 C� 16 UP THRl1 BM. TOP FI.ANGE INTO 64T. OF LOG BM. lNTO B4T. OF LC}G BM. �6 �7 �/�° _ �,_o„ �--9 �/4n = �'—a" S-9 3/an = �'—o�, BASE PL 3J4X12X —� 1'_0" W f 4-3%4"� X 8" EXP. BOLTS t� 11» G/C EA. WAY, SET PL QN 3/4" GROUT 1t� 11 12 13 �_� � f4>, _ 1,_oN S_� ��4„ i �,_o„ S_g �/4" _ �°—a" �—g �/4" = �'—c��� STQNE & MORTAR SET PER ARCH. „ „ 2X6 t� 16n— CONT, 2X12 �EDGER,_ LET-IN TO EA. STUD & NAIL W� 5-16d SET B{3T. �F LEdGER FLUSH W% BOT. OF JOIST BC! BLKG. PANEL BTWN. EA. JC71ST CONT. 2X� P� Wj P(?WDER DRIVEN NAILS C� 16" SEE PLAN F(}R BM. 3/�» _ �'—o,� SEE PLAN FOR CO�. L�.V -7/16" OSB —` °"'-,-,--.`-.:,--..,. -JC715T NA�lGER PER PLAN NOTES DBL. 2X6 PL i 3/�"' X 14" M.L. R1M., ONE PIECE FULL LENGIN lNVERTEQ S}MPSQN W14 TOP FLANGE BM. HANGER 16"� LdG BM., SEE � -- - $#� E�. WAY �,,,IlI<<�II SEE PLAN i * � � , �n„ ,�n�� „mr-. M.L. Sl"RUCTURAL SUB-FASCIA � f¢n _ �,_�r� SEE ARCH. Ft}ft - STONE VENEER . . 4#5 DWLS., I.AP - 2'-2" W% VERTS. � � N c� � (O BCI JOIST, SEE PLAN �`�- S(MPSON H3 EA, JOIST � BIRD-MOUTH BRG. � 2-2X6 PL 2X6 C� 16" 7f16" OSB �/� s" asa �xs c� �s„ 2X6 P� 2'-0" SQ. CON�. PIER REINF. Wj 4#5 VERt., ONE EA. CORNER, & �3 5Q. TIES, 3{�3" TOP, BAL. C� 12" MAX. ��I • � 4�5 EA. WAY �EE PL. AN �,_ � �� 3'-0 SQ. �, f SfiMPS4N L70 EA. SIDE CONT. 1 3/4" X 14" M.L. STRUCTURA� SUB-FASCIA 3/4n = 1'-p„ l�6X4X3 f 8 X 0'-4"-�.� LET INTO SLOT iN BOT. {}F LOG COL. SEE ARCH. FOR - STONE VENEER 3/4n� X 8" EXP. --�...� BOLT {� CL ANGLE . . CONT. 1 3%4" X 14" 2X92 BLKG. M.L. STRUCTURAL M.L. JQIST, SUB-FASCIA SEE PLAN SiMPSON H3 EA. JOIST BlRD-MOUTH BRG. 2-2X6 PL 2X6 {� 16" 7f16" OSB 4�5 DWLS., �AP J � �yr'L�r !TJ YL{\ I�. �� � Ev � � � �,> 2'-0" SQ, 3/4" = 1'-0" - 3%4"� TliRU SOLT C� CL CQL, & ANGLE - 2-16"� LAYERS OF P.T. 1 f2" PLYWOOD ° t�n� �U� �V�.� SEE PLAN <v 1' . � 2'-0" SQ. CONC. P1ER REINF. Wf 4�5 VERT., {7NE EA, CORNER, & #3 SQ. TIES, 3(�3" TOP, SAL. t� i 2" MAX. 4#5 EA. WAY O SEE� �, � �„ �� � 3/4" _ �'-�„ SIMPSON HU14 FACE MOUNT JOIS7 HANGER� 51MPSON L70 2X12 BLKG. EA. SIDE SIMPSON H3 2-2X6 PL EA. �iOIST 2xs c� � s" 7/16" QSB ������ 1 3�4" X 14" M.L S7RUCT. 5UB-FASCIA 12"� LOG, SEE ---_____��_ PLAN> GOPE ONTO `----..._� TOP OF 1 B"� RIDGE L4G � 3/4"� X i 2" �AG BOLT � END QF EA. 12"� tOG I�liO TQP OF 16"� LOG 16"� APPLIED ��d�E �d�i �/�" = �,_o„ —��� � f4„ _ �,_a� �� � 3 f�� _ 1,_�,� � �� ,._.. �� �� 3/�� = t'—a" S-- 9 �/a�n =�'—on �— 9 FULL PEN. FLANGES &� WEB FUL�. WCDTH 3j8" FI7TEp�-'� STlFF. PL EA. SIDE 2-3/4"� TNRU -1 80LTS 1�" 1 NOT USED �Ey 3�,�„ _ �'—a" S—g �ja�n = �,_0,3 1'-t}�> �>_�» CtJNT. R.S. 6X10 RIPPEQ TO �EPTH REQ'D TO FII.L GAP � BTWN. BOT. OF STL. BM. & � TOP OF 16"� APPLfED RIDGE LQG 2-3 f 4"� THREADED STl..- ftODS C� 3" CJC, 3 PAlRS, 6 RODS TQTAL COUNTERSINK & - WOOD Pl.UG, TYP. f --- C� COL. 8" ( �- W18 RIDGE BM., SEE P�AN SEE 4jS-8 FOR BM, TO COL. CONN. 9 4"4 LOG BM.. SEE SEE PLAN FOR PLAN FDN. WAL.� 3%4"� X 6° �AG B�}�T � CL ANG�E �scv � 2-3f4"b X 6" L6X4X3%8 X 1'-2" EXP. BOLTS t� �o» c/c $ 3/4» = T'—o» S--9 1 �„ .� �„ 7" �- CAP PL 1 j2X6X0'-10„ 1 j4 w/ 4—�/�"� X 8" LAG Bt?LTS t� 4» CJC SEE PLAN FQR COL. 15 3/4" _ �'—o" S-9 SEE ARCH. FOR 5TONE VENEER 4#5 DWLS., LAP i � 2'-2" W/ VERTS. -�— iv � �v Q �„ 2�_4" SQ, � SEE P�AN FOR CUL. BASE PL 1 /2X12X 1 °—a� w/ �—� J4r�� x� z" a. e.'s � s„ C/C EA. WAY 2"-4" SQ. CONC. PIER REINF. W/ 4#5 VERT., ONE EA, CORNER, & #3 SQ. TIES, 3�3» TOP, BAL. C� 12" MAX. 4#5 EA. WAY 0 SEE PLAN� 3�""q-" `'JQ. � -- - - ---- 3/4" = 1'-0� �PL TO MA7CH BM. FLANGE 1f2"� THRU BQLTS C� FULL PEN. 32" F.P. FLANGES & WE8 FACE MOUNT JOIST HANGER PER -1J2" COL, CAP PL PLAN �JOTES X BM. FLAN�E WlDTH 1 f 2"� THRU -' � ��_ B�LTS t�� » SEE 2315-9 FQR STRUCT. SUB-FASCIA WEB STIFF. & Cl.IP 2X12 BLKG. SIMPSUN H3 EA. J�IST 2X4 PL. GONT. 1 3/4" X 14" M.L. 1/2n� X 4" LARDER-FRAMED �.AG BOLTS C� JOISTS t� 16", SEE ��" p.�. PLAN SLOPING �OG BM., SEE PLAN `� 3��„ - ��_o� 2X6 PL CONT. 2-2X6 CONT. EA. SIDE � � jz» wEe S�n�F. ��. SICE OF JOIST -2-2X10 CONT. 32 �/�" = �'-o„ �_� ���� _ �,_�„ tStJL 1 � (� .51 � � �AYERS OF 3/4" PLYWOOD BEND WALL VERTS. 2'_C}" INTQ SLAB �,-�" SEE PLAN � ' �PLAN_ 2" CLR. 2�5 CONT. �5 C� 9" HORiZ. C� CL WAi.L #4 � 12" VERT. — — C� GL WALL � � #4 DWLS. � 12'", LAP g>, gr, 1'-8" W/ VERTS, 2�5 C{iNT. 0 s— * SEE PLAN � � ��» �---� 17 �/�" = �'—r�" �-- 7 ♦ � s Associate� ?7te ,4tr.t►itast�ur9f BBJance Post t3fflce B�x 7431 Avon, CO 81624-?431 (97Q) 74&f 4T0 fa�c (970) 748-147i �,a,�. ����,�.�� www.tabassadates.c�n ,''�tructuret Enpineer, WeNVidrk En�)c�ee� &'90-75li-8164 �� ;�'t� � ��. y / � �`' • � ;,� % . 4 . . � . i w =z3: 2 83 � �� �O� + ����� F '/`/����i�jj �IVEIL E�i`��\``!� fn�rr��suu��� � � • . � 1 { � � � � � � � . �i � � I � � � 1 � • 'i � i � � � :: . : ._ : . ;��..: �r ��c : � _ . r- . � ' • ; r • t . � ; �, • : SEE PLAN FOR COL. CAP PL i /2X6X�'-1 Q" W/ 4-3,�4"� X 8" �AG ��� BOLTS C� 4" C/C ---� � — �„ � � ,� �>, � 3/�" _ �'—o� —1 i. �� � 3 f�' BOL� 16"� lYlfi�Le� I�VU( ni nnr i i , srQ� �t�ut��not� Wt 2X22 HCP— ��\ Bh�i. MITRE TOP & BOT. FLANGES (?N W12 BMS. & �ULL PEN. WELD W12X22 HiP—� BM. 3/a�� = i'—a» i � 1 �ll '—W16X31 RiDGE PLAN VIEW g�� FU�L PEN. � FLANGES &� WEB Wi2X22 BENT B�i.,--� 5EE P4�AN 3f4" = 1,_t}n PL TO MAT�H BM. FLANGE 2-1 /2"� X 6" —� LAG SOLTS t� 2„ G%C 3/4" = 1'_ �` � °. 1 " CLR.� DC}.IR ILA 11CDTC L V LLYiV Vil '�'V V I4 fJV 1� # 6 DWLS. ���ir � �r��n STONE & �. `ADE ).C. MAX. SLAB � � �:_ .. r : . c� . 3J4"� X 8p �AG BOLT EA. BLKG. TO LOG PROVIDE CRIPPLE STUQ � UNDER EA. END OF EA. 2-2X10 BLKG. WALL E�EVATION LOOKING OUT {US� 7HI5 DETAI� AS SH4WN WHERE SHQULDER LOG BACK-SPAN IS GREATE THAN 6'-Q", WHERE BACK-SPAN IS LE THAT 6'-0", U�E BACK-SPAN CONDITIt SHOWN IN DETAIL 15�S-10) DBL. 2X10 BLKG. � 32„ 3/4"� X 8" LAG BOLT EA. BLKG. TO L(?G SECTION � L(}G BACK—SPAN USE THIS DETAIL WNERE N4 CORNER 3 j4 LOG IS PRESENT 3l �i" _ �'—c}» 1 f 2"� THRU Bt3LTS--�`"` C� 32" Q.C. MAX. i'OTAL OF 6-2X12 Cf}NT: EA. SIDE 3/4" = 1 "-0„ 2X6 PL CONT. CONN. Wf POWE7ER DRIVEN NAILS � 16" O.C. . MATCH RQOF SLOPE FULL WlDTH 3/8" FfTTED S�IFF. PL EA, �IDE FULL PEN. �.� FLANGES & WEB DBL. 2X6 PL 4-2X6 STUD PACK 2#5 CONT. #4 C� 12" VERT. - C� CL WALL #5 C� 12" HORIZ. {� C� WALL fi � ( � 3f4„ � �,_p„ E:�i�IE� SEE PLAN SEE P(�AN FOR FQR STL. BM. M.L. SM. i � t%4" PL EA. S1DE Wf 2-3 f 4n9� i�fiRU � �,r ��» BOLTS � 3/4" = 1'-4" -'� SEE PLAN� _� L : 2'_0" ! � �- :� ! +• i 1 ' i i: 1• • SECTION � LOG GOftNER BRG. �`�- SIMPSON IUT3514 FAGE MQUNT JOiST HANGER C� BCl JOISTS, SIMPSdN Nl114 FA�E M4UNT JOIST MANGER � M.l., JOIST5 SEE PLAN FOR BM. � � PROVIDE LOWER�D RBL. 2X6 TOP PL FOR WIDTH OF LOG 3-2X6 STUD PACK UNDER LOG BRG. � • i t: . • �- • • : SEE A�CH. FC?R STONE & MORTAR SET, TYP. CONC. STAIR/SLAB ON GRADE REINF. Wf #4 t� 12" O,C. MAX. EA. WAY CHAIRED TO SLAB M1D—DEPTH, 4" MIN. THK., TYP. #4 DWLS. t� 12", �AP 1'-8" W/ VERTS. 1 /" 2#5 CONT. DBL. 2X10 dLKG. ;..; � . .. , � ! ! ' � i i C FULL PEN. FLANGES &� WEB PL EA. Slt?E OF WEB TO ---�'�'` MATCH BM. FLANGE WIDTN & THICKNESS FULL F STIFF. FLANGI WEB EA. SIDE MITRE BM. C� RIDGE PL EA. SIDE OF N1E6 TO MATCN BM. FLANGE WfDTN & THICKNESS . SEE PLAN FOR BM. 3/4" = 1'-4" 2'—Q„ � 3/4" = 1'-0" -- "j nn� ni:n DBL 2X10 BLKG. {� 32" 3j4"� X 8" LAG BO�T EA. BLKG. TO LOG SEGTION C� LQG BACK-SPAN SIDE E�EVATION 1I�lSIDE �OOKIf�IG QUT �t �' +.�vn���n �vv, SEE PLAN 3-5 f 8"� X 10" LAG BOI.TS t� 12" 3 j4 C4RNER L{}G, SEE PLAN 3-2X6 CORNER 3-5/8"� X 8» STUD PACK LAG BOLTS t� 12" U5E THIS DETAIL WHERE SHt7ULi�ER BEAM BACK SPAN IS 6'-�" OR MORE 31�" _ �'—o" CORNER PLAN SECTIQN 1 f 2„� THRU —�"'y� BO�TS {� 32" SEE PIAN FOR BM. 3 f 4� = 1'—p" 2'-0" � � 3%4" = 1'-0" -'j G JIITii �Vil MSTA24 S7RAP TIES r�arcH �Na o� LOG UNDER DBL. TOP PLATE & ON TOP OF 2-2X6 CRlPPI.E STUD PACK . -•- 1 •� 1 • � :� 2X6 PL CONT. � 2-2X6 CC}NT. EA. SfDE 3 1/2" WEB S11FF. EA. S1DE t7F Jt71ST FACE M{�UNT JO1ST NANGER PER PLAN NQTES 2-2x10 C(}Nl'. 2#5 CONT. #4 C� 12" VERT. � C� CL WALL. #5 C� 12" HORiZ. C� CL WRLL S � � � 3/4» = 1'-0" E:Iii�l� ' ` . J #4 DWLS. � 12", LAP 1'-8" W/ VERTS. i /' 2#5 CONT. _� . � . � �.yr��» G SIDE ELEVATION INSIQE LOOKING OUT `'� �` ''"'t'""' "'�' SEE PLAN 3-5%8"�b X 90" LAG BOI.TS � 12" 3/4 CORNER LOG, - SEE PLAN 3-2X6 Ct}RNER 3-5/8"� X 8» STUD PACK LAG BO�TS t� 12H C�RNER PLAN SECTION U5E THIS �ETAiL WHERE SHQULDER BEAM BACK SPAN IS LESS THAN 6'-0" - ---- _ . 3I4" = 1'-p„ J � � � ���������� lt�e Arr.�iit�rir�sl Balan� Post Otflce Box 7431 ,avvon. co sis2a7as� (970� '�48-147Q fie�t: (970j 74&1471 etrtAll: tabAtYAll.net www.tabesaodates.c�m , �, � . . :� � � d -� + �`� f - .� . � :'�`' ' - ``a = :a r _ . =�,: 23 3� :�_ . . . :� . �,�� ; °�`' . �: ,, � . . ,� .- ,,/r��'� jir�iNA� t„���'� \`\`jl% � • � � � � � � � � � � i / � . ! r 1 � / � � � � : .: <<.: � i K : jf �- i . � � • -,... , 1 . �. BENC? WALL VERTS. �r—V�� IIY 1� SLA� J�� 2�5 CONT. #5 � 9" Ht7RIZ. - t� CL WAIL .. Cr�] 2'— i�„ ` �- 2" G�R. #4 i� 12" VERT. � CL WALL #4 DWLS. C� 12", LAP g^ g» 1'-8" Wf VERTS. /- 2#5 CONT. s ��%� . SEE PLAN � 2��� —� 1 �/a�" = 1'-0° S-1 �/� s" osg �" �.a. co�c. ro o.s.�. s�ua DBL 2X6 PL ac� otr�'oc�'ow - S�o_�yya_�-yyo c �� ��o-CyN�� aCJ�� a d,��ot , oWQ°�o-�y�Q�o Q�o-Vy-`�-Q' o�0UQ'�'a-Cy��- �`�`oW„ olT't, oC.T-'„ oCT-`„ oCT-',� o� L4X4X1 j4 CONT. W% -� �/��� x s" ExP. BOLTS � 16" SEE PLAN FOR FDN. WALL 3/4„ - �,_dt 2xs � �s" P.T. 2X6 P� QBL. 2X4 PL 2X4 C� 16" • � f I w •. EXIST. CdNC, FLOOR �4 X 18" DINLS. � 16" O.C.- MAX., DRILL & EPDXY GROUT INT4 EXIST. FRN. EXIST. CQNC.- WALL ��4" _ �'–o� 4" 7/� s» asg �" F.4. co�e, ra O.S.F. STUD DBL. 2X6 PL :��� .�� .�� .�� � ••;s!;�!;�• �' �!' ��' ��,' i .• � s � .• � • � .• � .• N ��� �N �N ��� �N � �� „ , . : ! C� . . . �. � , 3 f 4" = 1'-p,; 2X6 {� 16� P.T. 2X6 PL MATCH EXIST. FLOOR W/ i0P oF r��w cuRs #5 CONT. 8" WIDE GONC. cu�e �#� ca�-r. SEE PLAN� a� ���;74444C�4 � SEE 2xs c� � s„ P.?. 2X6 PL . , . : :; t : ��! aa�.. 2x� Pl. 2X4 C� 16° EX{ST. CONC. FLQOR EXIST. CONC. WRLL 3 f 4" � �'-p" - 7/16" �SB �'� F.o. coNC. -r� O.S.F. STUD DBL. 2X6 PL :�.--..--..--..- ••;••;••;•• 1 � ��.� �� � ��.� � •�������'���l��1 .. .. .. .. .. � .„ � • C � C� • c� �4 DWLS. C� i 2", LAP 1'-8" Wf VERTS. 2#5 CONT. 3/4" = 1'_�" 4" #4 X 18" aWLS. C� 16" O.C. MAX., DRILL & EPDXY GROUi INTO EXIST. FDN. -3#5 CONT. SEE PLAN� S_�, EE PLAN �= Q�ii 2xs c� � s„ P.T. 2X6 PL 2#5 GONT. - 2" CLR. TO HORIZ. BARS �CRAWL SPACE GRADE � c� : : � • �. . �._.� ° 2' 0' _� .. . 3 j4" = 1'-0" 3f�H = �'=o,� 2°-0„ 2#5 CflNT. �4 t� 16" HORIZ. � CL WALL #4 t� 16" VERT. � CL WALL 2�5 CONT, SEE, � � t'h � .�� SE� ,r, ��.,,- �.�„ ---- --- ---- �ia�" = �'–o» �/�� _ �'–a» �,��» . ., '•. . �P 2#5 CONl'. CONC. STAIR/SLAB ON GRADE PER KEYNOTE #63 ON SHEET S-4 ,�.�� nw ��„ #5 C� 92" NORIZ. {� CL WALL ., • � . . �4 t� 12" VE�T. C� CL WALL . , • ,� . #4 ��ILJ. � �Zrrs �Jif g» g�� 1'-8" W/ VERTS. �- 2#5 CONT. ° �._�% �— , 2'-0" � 3�4„ - 1�_�" ni nr��r nanr� la �n» 3/4" = 1'-0" #4 BENT BARS � 12° O.C. 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Newidrk EnQlneerinQ 830-755-8164 ! • • a � i i ! i . . � - . i � � �r � � � • I:"�"�"'R,..�.� :•-- � t �: i: �: � �. � e ' • :r • � • . � � LOT 2 � � • . . � RIDGE AT VAiI. ' � • GENERA� NOTES � . • . � , . 1, DATE OF SURVEY; FEBRUARY 22. 2008. . . . , S' . . � , sr 2. PROJECT BENCHMARK; SEVV+�ER MANHUL.E, ASSUM�D INVERT EI.EVATION = F�390.90, '/^'\,_ ha �a'j,�„F ' . . E LOCATEQ IN CUL—DU—�AG 4F BUFFEHR CREEK ROAD. . ' ! � � 3. THE SOI.E PIIRPt}SE 4F THIS IMPROVEMENT LOGA710N CER1iF1GATE IS T4 SHOW ,(� � �•. 8�;t8. ' ' LQT 5� ' � LOCATION dF BUILQfNG ADDITIQN Wi7HiN L4T 1, QTHER IMRROVEMENI`S MAY EXIS'f . Q. "�,� U � . ON PROP�Ri"Y. �Q j � ``�� RIDGE AT.. VAIL / t ' 4: BUI�DING T1ES ARE'INOICATED IN PARENTHESIS: • �/ . /f 5. APPROXfMATELY 4' OF SNC?W ON LQT ON DATE 4F' SURVEY� OTN�R ��ATURES MAY ,,��t,l� � . , � EXIST WH1GH 4VERE NOT VISIBI.E NaR SHQWN HEREON. `� j� E � ' 6, LQT 1 IS SUBJEG7 TQ AN EASEMENT AND RIGhIT 0�' WAY GRANTED TQ HOI.Y GRQSS �� �o f . S 20'00'04" — S.OQ' ' . � ELECTRfC ASSOCIATION, INC. 1N (N�TRUMENT REC O R D E D A U G U S T 2 4. 1 9 6 7 I N 8 0 0 K � � f ` , . . . 211 AT PAGE 1Q3. ' �,'`� �" '��0 • . . J N 7. LOT t 15 SUBJECT i0 AN AGREEMENT BETWEEN 7AWEl. ENVIRONMENTAL. l.AN � I�� ��4,� ,���+ ( � �. . C4MPANY AND MdUNTAIN STATES 'TELEPHQNE AND TELEGRAPM G4MPANY PRO D � . ' �,,,� FOR TELEPHONE INSTALLATION AND SERViCE 7HROUGNOUT l.iON'S RIDGE ' SUBDEVfSfON, FI�ING No: 2 REC4RDED SEP7EMBER 27, 1973 IN BQOK 231 AT PAGE � � �� ' �s �� . � 291. .. ��� � � ' ,�ct �� / r S. 1.0T t IS SUBJECT Tfl Z'f-1E RESTRICTlVE CQVENANTS, WHICH QO NOT CONTAIN A • J � . • FORFEIfiURE OR REVERTER Cl.AUSE, AS SET F'ORTH IN aEED REGf�RdEa JANUARY 10, . f / UTiLiTY �& ..� �, �, c+, �UT 4 � 1979 fN 804K 280, AT FAGE 60Q. �,'�' ACCESS EASEMENT -- �,� c0 � � CI.iFFSIDE .. . ^ / ��q' RECEPTION Na. 20070952�1 tipG �2 '� �� ```� . 9. LOT 1 tS SUBJECT TO TERMS� CONDITION, PR�VISIONS, AGREEMENTS AND ,4 . l ��r < < " c'v ~ .Gj�, � OBLIGATIONS CQNTAINED IN THE CONVEYANCE QF ROADWAY ,EASEMENT RECQRDED ��� � �� ��'�j �Oc ' JANUARY 4, 1982" IN BOOK 334 AT PAGE :234. ryQ� � Q �,� � ps� �'�' , UTiLlTY EASEMENT 1C�: PEAK I.AND SURVEYING, II�G, DIQ NL�T PERFt}RM A TITLE 5EARCH OF 7HE SUBJECT = .� � � �' � RECEPTtON Na i21219 PROPERTY T4 ESTABLISH OWNERSHIf', EASEMENTS qR ftIGHTS—OF—WAY 4F RECQRD. ���,y � . . � ��:�y' �� , 15.0' , REGORO OflGUMENT5 UTII.t�ED IN THIS TOPOGRAPHIC MAP WERE PROVIOED BY LAND *- / TITI.E GUARANTEE COMPANY, QRDER Na 273886, DATED F'EBRUARY 19� 2008, AT r�,`� *,`� I , -''' J� ' 5:00 P.M.. . �u��4 '�+ �� ���' � � 11. NQ7iCE: ACCORDING TO GOLQRADQ t�AW Yt�U MUST G�MMENCE A(VY I.EGAL ACTION � �'a"c�'�" � L�� � , � ����,��PG BASED UPON ANY DEFECT IN THIS SURVEY W(THIN TNREE YEARS AFTER YOU FIRST ' ,,�.`JQ'` j 1.151 ACRES , � OISCOVER SUCN QEFECT. IN NO EVENT, MAY ANY AGTIQN BASED UPON ANY � U� f 1452 BUFFEHR CREEK RQAD . � � pEFECT IN TMS SURVEY BE COMMENCEa MORE THAN TEN YEAF2S F'ROM THE DATE ,�.� l 3 STORY WQOD �'E2AME SINGi.E FAMkLY • l � �OF CERTIFICATIQN SHOWN HERE4N, , ' f UNDER CONSTRl3CTlON . f : "' . � ' . � + . Gti � . � ! � � ' . ( t / � L� , o �„� . � � ' ' "'."_`__..-~ (��.� �, ,., � . . _ � � �- . . '... --� . `� ac 'd . • . � c.x / . � a �, , . . . .' � . � : BUII.DtNG ADDlTIQN , l '��' z o 3 LOT 3 � , �O� �% OU111NE w ca w� . "SEE BUILDiNG DETAI� ` �� � N N � CUFFSIDE . . . ��,,�` ' ' � . " a � � � • . , � . / . � �� J � . � \ ' t z A] t1? C? . / / / � 4 U � • , � � � ' � � • � ,' ° .-,- � � . ' . . . . . %� fa ��°� � .. � ``�.-- . . � .j � . �. ^ � ,� �� � � � � p,G�'�/ r O. . r-sr) � � N i �'`"�. I �� .�. �`�. 3 : � � /t �� �� � �� � � za�,���� �, . + ��,a\�f'�k,�•ti`??�` FOUND � 4 RESAR a . "ro . , ' �� • % �,�'�o• ' . WITN il.�EGIBLE l_�'� . ° ,,,,, , . . . ,,.�`����\���\q�,� P�ASTIC CAP T � . *f � •� . � � ¢�G ' � . . �� OQ� ' � . '`�o �Gi� 15.0' • ' � . � �� %C ° �� f . � �� � � . SF�`6' n�'i �► � �6' \q . �_ I -� �aA° }��, ' �``� I� � �OT 2 �, . �/ c,5 A� ti cuFFSia� . � � `��' �a-r s � � �� . , , � . �s �, � , , { � �',�., CLiFF51DE S�, . , o �� , .a . . . . °' . � � � •. � . � � . � � � � . ' ' , �INE 7ABLE � � � � � . , • . �INE LENGTH BEARING � � . ' Lt 32.72 S 08`35'46" E � . . , , L2 13.12 S 29"37'18"' E j��� • . • ' !1 � f � � N ; .-� � , � 4 �.' �� � . i�f; ayt. t e yst+.yyS 4^^. j�.�t-� � %'�" f � . ���. � � PEAK LAND CONSULTANTS, It�C. ' ' ' PEAK LAND SURVEYING> WC, • ' s�o-4�s-asa� Fnx s7o-��s-$s�s 10Q0 L10FYS RIQGE LQOP VAII, CO 81657 . � � % �r �� � C5 � / EZ 10.67 S 87'S6'02"' W ` / • . G /�, / E3 6.00 N 22'24'59" W . E4 15.23 S 45'43'S9" W E5 14.92 N 87'56'02" E ���F,p� 0�` E6 24.C10 N 45'23't 4" E �P 2'� �c.Q� / '�3 :' . r "�g`a �o• �KG`�` �,/ � . G�Q `3 1aQL� r� � 4ti ZO��' // *� l I . � / , • � � 1�� �`a ''� �" ' • , ��� ;�'' . . .--'� . . . . .,� � �'��i� r `�6%' � � � ''� . � � ,��o�GP� � 14��� � ' • . � � ��� f �l � ' ' � �,��� y�9��6 '"� � � . GRAPHIC SCALE . � '�'Gi � ' . ' 20 0 10 20 4p P�- / � l ����� �19 ./'" , ' . N�°. �,? P�p � , ��a ��` RQ { crr ���� } � ,• ��'�� . �,��"�"�' , i inch = 20 ft. F'���'`� ' �'°�� � � � � '� � . �� �� � • . ., � ' / . � i EXI5TWG 1 BUILDWG w""~---f IMPR(JVEMENT LOCATION CERTI�'ICAT� . . 1 HEREBY CERTIFY TMAT THIS IMPR4VEMENT LOCATION G�RTlFICA7� WAS PREPAREQ FQR M{CHAE� YOU,�1G - THAT tT IS NOT A LANO SURVEY P�A7 OR IMPROVEM�NT SURV�Y PLAT, AND THAT IT {S NqT TO BE RELIED UPON FOR TH� ESTAB�ISNMENT OF FENCE, BUIL(�ING OR OTHER FUTURE . IMPROVEMENI' L.INES. t FURTHER CERTIfY THAT THE IMPRflVEMENfiS ON THE� ABOVE DESCRIBED PARCEL ON 'FHIS DATE� 2/22f08 , EXCEPT UTl�.ITY CpNN�GTiONS, ARE ENTIRELY WITMIN TNE BOUNDARIES OF THE PARCEI., EXCEPT AS SHOWN, THAT i'NERE ARE �IO ENCRQACNMEN�'S " UPON 'iNE DESCRIBED PREMISES 8Y IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPI' AS INp1CATED, ANt7 THA'f THERE IS NQ APPAf2ENT �V(DENCE OR SIGN 0�' ANY EASEM�NT GRQSSIN� QR BURDE NY PART 0�' SAID PARC�L� ��X�EPT AS NC?TEp. .. ,,,, � �'�,��I i i u �,� � . �, ,, ,,..�.. �" DATE: __..._________ rr c�`'�� "" �i �1��� �,� ,_.. _________...___..:___ � ,� � ��IGGS : 7� .. �'. OR D.2.P,L,S. N O,� 2" 7 8 9 8 .. . . � . ____.._ �.... � e _.�..�____a______ . __ . . � � GRAPHIG SCA.LE 10 q 5 10 2Q ( IN FEET ) 1 iraGCh � 1L� ft. BLTILDING DETATL ?�' � � ,, � r �. � w �► '� +�► , -� _ �� q �. � �' �. � � � ��� � � � �a � �� � �� . a IMPRC�VEMEI'�tT LC�CATIUN CERTIFICATE : L4T 1., SEG{�ND A11iSEI`+ID►ED FINAL PLAT C}F I�t7T 1, CI�IFF`SIDE T{JWN UF VATL EAGT�E Ct�UNTY�, �C}LURADU . DRAWN: KD REVI�W�D, BB SNEET 1 af 1 oa�r�; oz/�s/a� ��c aoe#� � so�