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HomeMy WebLinkAboutVAIL VALLEY FILING 3 LOT 3 WARNER SDD.pdf IMPROVEMENT LOCATION CERTIFICATE i hereby certify that this Improvement tocation Certificate•vas prepared for wARNER CONSTRUCTION . that tt is not a land survey plat or improvement su�vey plat, and that it is not to be �elied upon for the establishment of fence, - building or other futuYe improvement lines. i £uzther certify that the improvements on the above described parcel on this date, 9/27/90 , except utility connections, are entirely , vithin the boundaries of the parcel, except as shovn, that there are no encroachments upon �he described premises by imQrovements on any adjoininq premises, except as indicated, and that there is no apparent evidence or sign oE any easement crossinq or burdeninq any part of said parcel, except SEWER MANHOLE d5 noted. ����t4"����f., O9�9, ``' ' •. O ;�v�G.�; Ko�F�'��r<.y', r"� \ Date : /o-//- io F ••v� o � i S6O Stan Hogfeld = m� : �;�<�� = � Colorado P.L.S. 3��98, '� .W �' ° - � `� / /9. ;�, N �' `� s/'� LOT 4 _ sti, .�,;�., � Ji"•• •••:,�c .' GOLF ' � ~ 93 ; .. ,.�- �. _ O� I � ��\ 9 � 'T�` COURSE � � UTI��EASEMENRAINAGE �� _� LOT 3 � ti/ �0.3527 AC. � � 0 i �\ oV � �_6��D� � _�9�, SECOND FLOOR �'�. ' \ OVERHANG � �� � I � 30� UTILITY ;ISECOND FLOOR (�i� � = 24°53 57 EASEMENT �� DECK j� � O � SEWER .•i 9 h R = IOB.S7 MANHOLE / I `�'i � • L = 47. 31� J � - ' �`. : \. i , 0 3 S, ^0 9 r \ \ �6'3 T = 24.04' � �� � � / 6°' '� '�'.''�o �s2 � 22, CH = N26°08 27 E, 46.94 `� �s� i so� �'�` ' 4e-��_CONCRETE sTa�Rs `� / ;,.� ,�N �,�. � TO LOWER �EVEL �L� � (p• �/ \ O ���s- ti`'� �� z.o' so, J� � � � 446� � � S13°21�29'�W , 4.50� SECOND FIAOR \ � � OVERHANG —� O ^�� �� �QQ g \/ �� o �,�. �n�t 2��! �� / \ � W o� � u NOTE PROPERTY CORNERS USED- FOUND WEST CORNER LOT 3 ` %/ �S� 33- � % � ,9 9 �� �� 36, 0 = (�T°OO OO W I T H N O R T H C O R N E R L O T 5 / � - SECONO FLOOR �j T�ti' � � p ,,> `1 R = ��6.8 'r J STR E ET A D D R ES S I S 1 8i5 S U NBURST DRIV E y D E C K —�� �`p� �� � � F 90 S!9, r g ti O N � �9, O' � 3 / �� L = 3�.7�' �,5�� �-3" 8 ;� 40� �2.3, a 6� / � T = 15.97 � �� � � �. "' °� �°� / �, ?s' COVERED �' 4 CH = S21°5129 W, 31.59 � I.0-- e 9' �O'� i? ENTRY •9� DRIVEWAY UNOER ^ �h ��•g� `L CONSTRUCTION ^� 2 8 �0, �' / RLANTER � OO ,�(/ SE C 0 N D F LOOR �� !Q� Q� �I Q 4.��J �1rL� - � � � q �i - LOT 2 OVERHANG / �i r -► , UTIUTY � �c� ����� V,� EASEMENT / PHONE 8� ELECTRIC / g �^ lJ�(/�� (�IL METER BOXES ��s� .n/ �/ 1 ROOF PEAK ELEVATIONS ARE AS FOL LOWS� A)= 8271.I � S / � � �> B) = 8274.3 SS E�ECTRIC �� ��• C1 = 8277.0 C�� TRANSFORMER /y� � � D) = 8274.0 C7 � _ 80XNE �J� � � /� � � �/v � �J� / � = 10°50�14" R = 115.61' / L = 21.87' T = 10.97� CH = S35°46�36��W, 2 . � . ��� �( SCALE 1 24 ,��t„� DATE OF SURVEY : 9 - 27 - 90 � .,�• �� � � � , , . ,�,Q u'+�J l���� �i ._ i�'`� _ _, . IMPROVEMENT LOCAT{ON CERTIFICATE LOT 3 ` _ � ��= � � _- �� ��'=_=�== �_ _� VAIL VALLEY - THIRD FILING 41199 Hi�hway 6 &24, Eagte-Vaii NOTZCE: ' �ost ottice sox �2so Accordinq to colorado laW you must co�nmence any► 1eqa� action based upon anY degect TOWN OF VAIL EAGLE COUNTY COLORADO Edwards,CO 81632 in this survey withi.n three years after you first discoYer such defect. In no event, > > 3Q3-949-1006 may any action based upon any defect in this survey be commenced more than ten years , from the date of the cextification shown hereon. PATRIGK A. KEY OCr06ER 5, i990 i5� �; � � ---- 1 j � -. -- � .-, . - � � 5 I-i E � �" � -�� ' � ►� � 1G oo. ... ...., I �.. ••. � . l�1 5��1E Pu.N bQ•'. � :,z � �Z Foll►JOI�TIp►`I PLAN cQi: � � ',a A �j I.DWEf� L�vC L �"LooP� LA O: •p i N � a� . � � P � W i' I _ , Aq' h'IAtIN LCdEL �Looi`. PLAN b'• ' y � I A.S RacF Pt�.�N ds��'••,.. �G ...,.• - . �� NOhTH ' �o�'''N �LbVaTiONg � � EXiS? Hk�IHcLE �? E►�'r' ! 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STUGGv �1 ENEER � / ; 1' ,` � \ � �u'iCR� v �" � � F�CTI`IN►rJC� WAL.� To�..1=`� � / � ; , � ?� , 9 �� 3, '� � -�►J=SO y /� .� , , �R►�� Gf�..� ,/ u�� ;. .0� ��: ' � \��2� �y— r�..� !`- \ ,�,t � ��(,�'1 � !\ ` l'�1-I i r ` :�.,: i 2 ' 1 ` , . �a ��o►J+61 �--- • ^♦ V J �,Q� !j,. � 1 i � , � � � �J^i � � � �fb �"" '.� � � � � � 1 � � , // ' � ' � � �t � /8�' �� / ' \�� , j � �� 1 � �� � � ►--�- f ,- , � I / �. _ !,� T -_ ,� , �, �^ �- ,' -r'�=� \� � ' ' � �= - i � � , ��� \ `1 ` ` � ' \ , ��'�� • \ / O / ' �_ i � ' �' � � � r.,�z 5$ �� ! ,> / � �°� ' /SS' TT ' � �,�''JtbrJE vE�J�E�- �1' G-+-���P,a,R�I►.{C � �°"''4`1 53 .' 2�.�� �tv Q� /` I � '�03 �T�.It�U'��,,.�I�.I.L ` � �'L�� �' ' �ii / / ��. , ,� , , . � / 1 �=`'9- � W �.5 � � ��� / "tiPPRd?C E 0'L'E �' f ,� e C' " � � � � ' _ � ' �"� - �`� ; ; % oF �x►Sr Pk�iN� � ?o_ (���/� f ,� ,,..- _ , e-d4 ,� � . � / o�� � � W �c�QQ, �j � / � � � � � � � � Town of Vail Communf , � _— � � �� �� � ' �^ Development Ty � - - ` / _. � Y � � /' �. �. � / ' � ,STcNE EiJE �, �,,, o � p� ,, � �, � `r�Tw..�� �, / ��E , � , �,�: / ��� P{an Build Health Firp . , �� ���IUVI.�it/VL�f%VIX� � _ � . 1 . � fi , � �� � ; �� � 'i r `'�� �` � ��� �� o�' �� � AQproved l� `� ❑ ❑ � � o. �,'`� � ' / � , r � „�p �, / � % ��,p� , GQ���i��' Q � � Nt� _ _�`-� � ` � , �1 / Denied ❑ ❑ ❑ L7 {����Lt , , � � . � 1 i i , - ,/ ` � � � , , � �H�� /� �� • I�0 ' - - 1 ' S� ��.•' � � / � Validity af Per^�it � �"� _ << � • � � • � Sec. 303 (c) ��;� U.Q.�. � � J- , ,r � l � � P�b �Of� `�' n nscr S r. ^•, ^.,•. r' � � � O � , � % Th� issuance or granting of a ,�.. s�:.i r �.,��.�:-,s ,, ���°�3 ��d _ _ - _`' '�' ,._ _z / - \ f{ e' ' .? ^ r:a`, C . 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I� ` �cc°"�� �, '° -9 = Q}!-. i �.=.�l�, ° �� ����� .i d ------ -�--- _,DATE�:lD�`C!� ' � ('�R�r�.TEO - . .��, ( � p�.�N -*i�E ��\\1\111 t I l l l!J t I I 1 I 1//��/ ; ;�,z�, ``\`\��o�PO� �F��s�����i . 1� 3 I� I� ��,Gfi I� ti ,, . ��� �.�o�� � ��O�05 i�•�� �� _ /� E � 3� �,_,,.o�. �u �..��N — rC � - _�: �1� � �p � /.� � � � � �J Y��Ir���� o � r . O� /��. 'L, ~ O :, ,� • �. . � ��', II � 1��O II ���� V •��� v� -. i � � � , . •���������\�\� ������%i i u��A i�t���`�����`�l -- - �. .._.__ . _ a , _ .. . . . , � . .,,,�"",,._,.._.i . . . . . �. . -- , � , GENERAL NOTES: Lot #3 , Vail Valley Job No. 90030 Q � ' DOOR HARDWARE D � a � � o � � c� a � � � � � � oo � � c� � � c Ao...�w�����. ` ,: DESIGN LIVE LOADS: oQ:• � ••-�. ; a. Roofs--------------------80 PSF A LOCKSET v ' � tO �•y- �' I b. Floors---------- 40 PSF KEY SIZE DESCRIPTION GLASS ELEV. DETAIL KEY SIZE DESCRIPTION HARDWARE ELEV. DETAIL �; � �, ' ac 'I I --------- B DEADBOLT u- � � .a ' c . B a s i c W i n d S p e e d---------8 0 M P H (E x p o s u r e C) o v h E E 6 1,q G _, A � J•1 � g�p E�i?E 5 G, ?h N E L oa��. W/T D L. g�O E I.i"W (1 3/.¢j � � ��E�g - ot W m. .s�o i � d. Seismic Zone--------------1 C LATCHSET � � 2 +�4 �Co NEko �F� � � G!„�.o csh , W/�cUC ���� � . ay b •+r *' . D�vivEO LiTES ��� InI�U�. 1 x�o �) I x(o 2 2-2`O�4v " " i� �� �� �� �� '' �� �� - 2 2�xlo$ 5,c, P/�.NE� �oa� (�ej�,�� G _ b:...•' � �. i '� FOUNDATION DESIGN• � D PRIVACY LATCHSET o �� �� �� �, G _ __ �s► ° • \G j Yi��• �� � a. Design of individual and continuous footings is based on a E DUMMY LATCliSET 3 3�2`"5� ��' �� �� �� �� '� " � - 3 2�,c(o� �� � � maximum allowable bearing pressure of 3, 000 lbs . per square 4 2v,�c�.t� (�,��{p� �� �� �' '' �� �' " - 4 2�'+�Co�' �,G. Ph��� �?��v�-� (��ja"� I�J -'-' -' � foot (deaa load plus full live load) , placed on the natural . F DOOR BOLT � undisturbed soil, or compacted structural fill , below frost G WALL STOP 5 '4-��'x 5` (v�? �� '� �' �� ,� „ ° i . 5 �`�x�oa S,c, Phr��� voo� (,iar'�") p -- - � (� �i ii u �i u u n d depth. Co 2•2 ,c5 ii �� _ Co 2��co� ii n �� �i A _.. � p N 1 H HINGE STOP . ` ` 4 , �� �� _ � ,� ^G 4 ,r , � � � . 0 b. R e f e r t o s o i l s r e p o r t n o. 8 9-5 7 b y K o e c h l e i n C o n s u l t i n gs�:: �t.c�s _.. I E n g i n e e r s. . I S E L F-C L O S I N� H I N G E S 7 3 �2 �� No� C��•o ^w�linlG WI 'P. D, L• '1 2 x(o w/ � ,� I 'rr���sort � 0� ��� �doR- �J/TGL TRA►JS (�'�4) P. g E,� � � � � � c. Soil conditions and types shall be verified by a representative $ 2.2`�3� N/cur�re �ror *v.�� (U°�1p) Ct,AD CyMt W/ T,0,1,. " �� - � 2°+���' SG, Ph�E� vc�- (13/+y") G --"' -' ' � � `;� � of the Soils Engineer during excavation. J FLUSH BOLT q ` ` . �� �� �� �� �� _ o $ 3 „ - - . � 4.2 3 w�ou� �P �►s (g µo) q 5*c� 5,�, PhNE,. ��-P�55 ci�$ > p - oo m `� �' , K VIEWER d�-�- 4-2` `' � � , REINFORCED CONCRETE: w/curarE���,� (5°�,p ^ �' �� '� - g' � �' 3 - � W p . I I� 2�O�c�° u i� �� ,�c �o �i p�� �� ���� A PS �CVg - a. All concrete design is based on the "Building Code Requirements L NUMBER w H w � for Reinforced Concrete" (RCI 31$-83 Revised I986} . M KNOCKER �� 4"2�"5��� �� �� �� �� �� �� �� �� �� " "- I � �°$° Wocv uPWkrzO A�TiN�r �� � p j � (� q il n u r II II f) �� � d ° II II �� 11 _ � b. A l l structura l concrete s ha l l have a minimum 2 8-day compressi v e 12 3.2�,�3 W/ �� 1 2 ��, „g Z W � N BI-FOLD HARDWARE oC strength of 3000 psi . _ - � c . Provide continuous shear keys at vertical cold joints and where 0 DBL. B1-FOLD HARDWARE i3 3'2G�`4`w� �� �� u �� ,, �� �, �� " �� �3 �'1�.2°Co4' �.G F�uSN 000p�- ( I3/py,") G � m � shown on drawings . I¢ 2�0� CGV �v) �JooO I�ITEh�oP- %�" �TG - - I4 2Q'�Co� 5,G, P�ar�EL DooP- (I3i�}") C2o M�rJ) G j - - O P BI-PASS HARDWARE •,.� „�.� , �`%�;� �iv��i.� _„ , ,y 5� a�vc. i 15 4G� �OP' (�o�NO� �lT�.i►�8o Crl.h�r (ctl�roM OgSiG-N� - - - I� o .� cur�.� Pr�.r.. �D� ��,tc55 oavr� W/7G1. 5i0E1.'E �*�NSGi,�.� AP� GLE�lS - � REINFORCING STEEL: _ Q BULLET CATCH ' ; ; a. All detailing, fabrication, and placement of reinforcing steel �� 2- �v,� 32 (�� Nb) Woov I�?Gf��oR '/�"Pi.�rC - - I(p ¢-2�xG� w/cuR��P �NS " " �' W�T�L TiZh�lyen,� (��°� Af5 �� , ' shall be in accordance with the ACI Manual of Concrete Practice. � b. Except where otherwise noted on the drawings, reinforcing bars � � �'7 PR 2°,cto� S,G, P��E� �a�r*- (13/a"� EEQ4� -- � . shall conform to ASTM Specification A615-79 and shall be �° �� � ��E �`��G t minimum grade 60. g�'C �'t_C^v�'r'io�ls �0�2 F�x�-b � ol°C�.���- L.�Te� Loc�T�oN� �$ � xc�� uj ,c x�+� y�veure � g,c. Ph►�e� va�P- w/T�� SIDGLif'L' � �s(i3i4 Af� gEKibN � w,oe cuav *�� �• � c . At splices , lap bars 36 diameters . At corners , make horizontal I°I �iz_�vx�a �-�- Ph�E� ��� Ci�/3') GEQQ � bars continuous or provide corner bars . Around openings and ;,� �; 20 �.2�,�L"� S,G, " " '� DE J ����LaG - , , _ steps in walls provide 2-#5 "s extending 2 "-0 beyond edge of T'�1� g��-'"�� opening or step. �a�� kT �014�t ;r _� 21 2�,c�� W/2�au����P'*� . T�� �t,h� Ga� w/T'�I. ��nis (i3i4 ) A� 6 L:LEYS . d. Except as note d on the drawings , minimum concrete protection � for reinforcement shall be in accordance with ACI 318-83. - =' - ' ' � - � � - � - �- "'��� - - .� - -, .. _ _ - . _: . 'i .� e. Welded wire fabric shall conform to ASTM Specification A-185. GaNT�t.GvER.EC ���� 6 z '-` � r� rn °p STRUCTURAL �STEEL: ��_ � �� = P � � a. Structural steel members shall be ASTM A36. All bolts, � - ;%2'� GoNr ST�-• 'o,° ?.�.�L '� ` �`=. 2�+ 3►.oc�<��� 5rw�l � a o � including anchor bolts, shall be ASTM A307 . =�I ' � ' , � °� --� �c�ry � - b. Expansion bo-lts shall be ap`proved wedge type with the following � _ � �, ,�, ,� � . � , } , � • � , _� �-- W � '� minimum embedments: 1/2" dia, bolts - 2-1/2" ; 5/8" dia . bolts - _ i �2 � G°N ' �' �' I�' � ! 3" ; 3/4" dia. bolts 4" . N �� W o � c . Adhesive anchors called for on the drawings shall be glass � �/2'' � 5�� �F�1'�c�LS G�(o"o.c., ;�-`�J � 2,�F P�A� M � capsule type such as Molly "Parabond" or Hilti "HVA" anchor . �! ,f systems (or approved equivalent) . Minimum embedments, if not ,: t1T►. �1�.���NG- S�P c rh �'�� _ z s pecifically indicated on the drawings, shall be according to ••'° _ � 0 ' �, the manufacturer "s specifications . __ �'/2' I� �TL. 5�(°Po?2'!S (J '�'-o''�.e-�'n,4,c) '- � � �. '� d. All w.elding shall be done by a certified welder . - �2o.�ipE 2x io h�,v��in1CT �rwrl Jo►�„►.T Eh� - ' � z � ' 2�Cose I2'�.c. 2�io 20. Rh � .. � -- %ti' fZht� pb�� wHE!�E Rl�i� Iro Phf�ALLEL 'ro �JbI�aTS .- �,` � �Tl1GGo � , � � Z STRUCTURAL WOOD FRAMING: � �-IU (Llc„e.N� ar��Ho+� � z � /! � Q i , a. Except where noted otherwise, all 2" lumber shall be Douglas � ' _ '' ' '/2" P�Ywo gHTG (Tf�.EhTCO 2' GoNG �ooF �i�E� v � � � O Fir-Larch S4S No. 2 and better , and all solid timber beams and � ,� � ij � - �';' ?��(wo � gE�oW Gr-'`D�) - _ � - C Q Z C , posts shall be Douglas Fir-Larch No. 1. L � x3%yx3/�'xo'-�' / � Wc�D LEt�G ���H � - S�.ICCO \ _ ,M - �.�A. � U �+� w � e and better pou las Fi r-Larch . W/¢-'�2"�b "°�•5" ��� �0�� _ � . -y�- _ _ � W�W"��aw y'��' ' b. Studs shall be Stud grad q i ' � ' �'' 2�4 'ST�� ("�EATEp� � N ���A�E �^"� '� � � � Q � _ c. Top and bottom plates _shall be Douglas Fir-Larch #2 and better , � - W � W � i ; d. Provide solid blocking at supports for wood joists . Within i � , � Wp .�ih � � _ � ; � - � Z � O floor joist spaces beneath solid or built-up columns noted on ST�ccv �cr�E�R 2r� io ,�oi5�5 2�'h � I2'�c.� ° �:=' o�. �� � 2- 13�"x �i'/n" rt� W �~ Q = `� � plans, blocking of area equivalent to column above shall be � �.,., u V � i:� �y. P�✓C^M _ � K,. _ �D- r iu'i��� � W l�/� � W � p r o v i d e d. 2� , L. � 2 f 4 F u r����►c _ �j !�� � c c s e. P r o v i d e w i n d/s e i s m r c a n c h o r a t s u p p o r t s f o r a l l r o o f j o is ts and T- - � °� � ° � ' � ���''' � _ � � � ' t r u s s e d r a f t e r s . A n c h o r t y p e s h a l l b e a p p r o v e d b y t h e � °��°p�"d 'S T��O �^� _l A � • R.i 3 �'�`"�� .D � ` ' , I�i'��!� , � � '' � Structural Engineer . � , 4 i .; ! Ir�4 wv "M1�►� � � � � O ` , ,���t,' � f. Except as note�d otherwise, minimum nailing shall be provided as - Co.� Cv j�p� t� Pos'r' __ ' � E � � r ; ; . ; - �' ' ' z*►2 °�ti��K � � �-` � � specified in Table No. 25-Q "Nailing Schedule" of the U.B. C. , I •,� Q• � � ; t ; : � ' " ��`y � � 1988 edition. 2x6 studs shall have 3-16d nails each end. � , � = q. - • -_ - - � �_ ��. - ' � cvNT 2,.4 r��•�►-E+� : � � �t�cco .ic N c�R �L. ' . � . � ; �'R.EA�O 2 ri PLhTE .� _- . _ _ .__ - - � g. All plywood floor and roof sheathing shall be as noted on the - I ' � • , � � ° � � � i,�4 r% o- sorf�r � � drawings. Nail and glue plywood floor sheathing to floor � : _ 4-' ' '„' �".; �_' �: joists with adhesive conforming to U.B. C. Standard No. 25-19. ' �'C_ ��- . ` c��.o�C�T� - Z�[. FRa.r1��!G a �!.'' v,a. (So�P�T �u�PeRR� h . Trussed rafters, or manufactured joists, shall be designed by a , 5 Colorado registered engineer to support the full uniform dead . ' and live loads and any other superimposed loads. Web � � � �"����I � � ���/` !i � D�"�"� + � arrangement and member forces shall be determined by the � 1„� E■�� . ���`~� �� fabricator . Stresses shall not exceed those allowed by the „ _ , , „ , ,, . , „ q 3 ,,_ �. �� � 3 ��- �_ �� i '��4 - � O � ' � 'O I /s� �� O /4 -I O U.B. C. , 1988 edition. Load duration factor shall be 1 . 00. � � � i . Unless otherwise noted, steel connectors such as those ' manufactured by Simpson Company shall be used to join rafters, ' � joists, or beams to other beams at flush-framed conditions . � � r-./ ; Connector conditions not otherwise noted shall utilize Type U . ~ - ' or T e HU han ers of a size s ecificall desi ned for the �, � � ;,�� � `� -- � � YP 9 P. Y 9 � '�, �� �. � . member supported, as shown in ma�nufacturer "s published tables . I`�? -•� � �- �r §, �� _ � � " � � STRUCTURAL GLUED LAMINATED TIMBER: ' � � � 12 + � 'o „ I ���` � . ` ! ^� ,r � � i' a . Materials , manufacturer and quality control shall��be in �� ������� ��„ � �, � � � i �, � �� - conformance with AITC Product Standard PS 56-73, Structural � �p� �� �'�'� ' Glued Laminated Timber" . �N�t. o.xeM�j.7: • bc�1.� 2��°� e�2���'�' i '' _ b. Lumber shall be of such stress grade to provide glued laminated �� ,,X i�„ �L _ _ _� n T��E ��X 4!x'S��I'-" 2 - � N BY . � _ i � _ '� ...._.._.__. �. members with AITC combination symbols �'4F-V8, unless noted 3 , 4 � --- ------_DAT� �/d • R��c-c o�� � a�L r�o�T� • i�� � -M�u ��TS � -�-�..... otherwise on drawings . _ � �/��'' F���Er WCI.D I�LL GvFhICF-�s � c. All members shall be Architectural Appearance Grade, unless G'���ID Pcu. GxP�eo W��es �r�pcM _� � indicated otherwise by the Architect. i� ; , � � � � d. Adhesives shall meet the requirements for wet conditions of � � 3-13/�' x II�/� �II. - � < service. - , ,. _ � --------- J e: All members shall have no camber . , - _ � , ,,._. . . . - -.: : - - . . . , .. - .. . . - BACKFILLING: q �/4✓'K��" �� �\ -- ' ' � - � a. Do not backfill against retaining walls until supporting ���LEYf�rl � ,' - - o � � - � a elements are in p1ace and securely anchored, or adequately =_ � / I -�� � shored. � --- -�'' _ ' - - _ . _ � . � .. o � � �' ,�'I%2"c.LF - � � � p�� , =r - b. Verify type of fi11 with Soils Engineer and Structural Engineer , � . - prior to backfilling. ��/�' �c Ib°GrL ISrf II - • � \ � �' � � •. � �i � � � GROUT: GoN�IF.GT�orJ �cS`�Er1b�Y: S-n��G-E�"5 I _ _ _�� � � \ � ., �- a. All grout beneath column base plates or steel beams at bearing /�LL 'y�DE f�'1•%4" „►'+'cr` �, _ = o � . � � 0 � � shall be non-shrink , "Emheco" , "Five-Star" or equal. ha* 2 CR�o�-E bn)• ✓z"+�4"xo�•5'/� _ � . , - Q � : ___, O�I,L r'�o�75 � "�/.}'� '}al�u !So�'KS `- .9 .9 _ � Q --___ __�-- - - - - � /��' Fi��ET �tLO o.�� coR.NEP45 . .- � _ � . _ FRAMING NOTES: ��I.L���I�.rt%��►G�b I��.1.� I►��LUP��1c� JN'1`ERblL hHfAR WiEt,.�✓, �,�p ,,,�u, EXP�GD I.JGLD9 Gsr1c�'�i � Q N�L�u. ��.�Caoo �J.4w S�rc�Ti-►�Ncs E�� �.1/ ivd w�th �-��f P���� F1�vJDM�� EXTERIOR WALL •� 4���� 2 , - � � a. All exterior walls are 2 x 6 studs @ 16" o . c . to a maximum - - Q O �� height of 12�-6, 2 x 6 studs @ 12" o. c, to a maximum height of �PO� �'�RS / �� _ _ . - n 2 - 2 to a maximum hei ht of 17 "-4 unless � 2'/Z 5� ''2��y - � j Z 4 " 6 a d x 6 "s @ 16" 9 �'` , (nTr���c,�H�ro w���i.jR^�L I �i�I� W p. ` �� -� - - --�-� ! - W aa� P�A.�U'lT��S � ����o R i w!G- . O � . otherwise noted. - i = , _ ; . - b. Provide 1/2" thick, ,APA rated sheathing, 24/16, exposure l, at � � �� o,°, e ��.�p�►�►� „ � exterior face of exterior walls . Block a•11 horizontal joints, , �x�Z - � . �' � V ;� c . Provide 2 - 2 x 10 headers over all `door and window openings _ -- 'S'rR�iNG-Ef�`� � . , � . �� �'Ih�151�� I�ICOD :l.oef��nlls � n a w unless otherwise noted. - -- ---_ _� � 2xi2 ���al Crr�) �/� G'�P-�n- . � d. At beam bearing locations in stud walls , provide multiple-stud =_ _ '� rt�.�rc�l �r��� ovEr� � � � ' ' 'ig"P�Y�v �T �.e►�e��� � u�.vF�t�r�� � �' .J posts equal to width of bearing member unless noted otherwise. � 1�,- _ � � - � _ _ �Fi►.I�,►+Er� W000 � o►= s7,��� � +`T�^ -- � - � D��IC RigE1Lg � A�e-M��'� o � INTERIOR LOAD-BEARING WALLS: n =_ -L�-II --.i- - `�� � -�� �j�.��� 3�.��� _ - I° NOS��14 �-+� - �- - { � � > a. Interior load-bearing walls are 2 x 4 studs at 16 o.c . unless -- ��- _ - _ �.M,� 2,� ,�P�h�►JCr +�TI,��lv�NG� r �. , �r � . � � , '�_ ' � �'rp�G� � otherwise noted. � _ b. Provide 2 - 2 x 10 headers over openings in wall unless - �01v , ' . _� �, � otherwise noted. - • . • � c . At beam bearing locations ir� stud walls , provide multiple-stud . . _ , _ . , _ - , . - . . , _ _ _ � �_ - � __ • _� _ " _ - _ _ _ . ����»ut►i�rturr������ � I posts equal to width of bearing member un].ess noted otherwise, � <<i - D� �FG/ '��% ` ' l�- . �Q 4-f C. �,•,�'% � _.. _ I . � •��\�� •��.esrs��•s�/,,/ 1 FLOOR CONSTRUCTION: • 2 "rG-' �Z � ' 'J�-S'' Co 'T' E 12� a Co •o'' 3�-a�_�,�c,��°�o ��t�'`% � a. P r o v i d e 3/4" t h i c k, A P A r a t e d S t u rd-I-F l oor , ra ted at 20" o.c . , _ 2,,0,� � � _ o r: _ Q tongue and groove, exposure l . Glue.-nail panels to all ' =�• 149^�/ ��Y � �p � �/� CC� /� � I �• V a �� supports . S � � I"`+�+'V 3�. � � � �.. � �7T�UG�� �� � ��� � V���� ���s+���� l�l � ���� � ���'��� �`�•. : �: 1/ � I tl - 1 p (� �y n y I ��/l �1 •�u�����A��\ ROOF CONSTRUCTION: � 3j���=��d�� C.� 3j�,�� ���_p�i � /2 -I •O I �4i�� hIAL��v! a . 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