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HomeMy WebLinkAboutBIGHORN 4TH ADDITION Lot 11.PDF � F.'.."'.,'"'=me"'-.t�.7"°°".' . .,.�:.'.SC:u�.uZ"......-'.�."..�.� \ L:1 ' � �a.+� \ ' �� � �.�'�a -- •� ���,�., � Ir� rover�ent Surve and To o ra h � ��� p y P9 pY � � �� � � �M�� a- �. - le al description� � �:���.� Lo� 11 B, BSB Duplex Subdivision, according to the recorded plat thereof, Eagle County, Colorado, � �;��.� ��.. ;�� , �._ 56,9' 1 hereby certify that tf�51MPR0VEMENi and i�P�GRRPHY SURVEY was prepared for the owners of � Lot 1) B and iown of Vail Plann'mg Dept„ that it is not a lund survey plat or i�prover�ent survey plat, � ' \ 1 further Gertif that the ir�prove�ents on the above described parcel an this date, April 26, �00�, except � � �� � utility connections, are en�irel� within the boundaries of the parcel ezcept as shown, that there are no � �.. � encroachr�ents upon the described prer�ise5 by ir�prover�ents on any adjoining prer�ises, except as indicated, and -� �-v \ that there are rro apparent evidence af any easer�ent crossing or burde�in� any part af said parcel, except as noted, V O Electric Vault . � � p� � sewer nanhole � ' MN rin elevatian=84515' � � � � invert elevatron=8450.5' � � . --------------- ---------------- ---- -------- -� o 0 `�1`r � 6a�e [elandl.echner PLS 23506 �o � � �, � \ \ PQS�aP , �- �n � , �',, v � x , ��6�? � �� L � � � � � � � � � f �O N LIMITS OF D157URB,�lNGE 6 C5 FENGING s�l� AREA TO BE RESEED�D NoteS� p� � O L N Dp- w/MP�TGHINC7 NP�TIVE 1) Retorded infarMation and the legal description was provided by the owner oF lot ll B, �p 0 N O m � � GRA55 S�ED MIX � � PROP05ED NEW LAND5G,4PING 4, � 58,1' �) Platted ease�ent5 are shown, / ,/ W Q) � � �.�. 3-GOLO. B1UE SPRUGE z 1A` � � � N�W 4-FOOT WIDE 3) The elevations are ba5ed on the UEVSD seMer asbuilts, % � / r �� � � 5-PtSPEN GONGRETE PAN WITH A � �U O s � � � • � 65, 1 � • 2 I N G H I N V�R T - P A N I S 4) 1M proveMent locations are ba5ed on �he retorded plat and the �onur�ents shown, ; 0 �Z O `` '�-. rC t r . NOT TO BE HEATED � �" , � . • �) 1he buildable area is 11,130 sq, ft, , , � z 51,D' ' � f�REA OF DRIVEWAY 70 5> 1he 100 ear flood lain 5hown is ba5ed an an inter etation b r�e of F1RM r�a No, 080054 OD04 B dated Ma �, 1983. /// � � � SNOW � '' '*. p� BE ON A SEPARATE Y P P�" Y P Y j (l} 5TORAGE �\ . . �o,�r�4H�P�71NG ZONE 6) lnterior floor elevations should be verified by interior MeasureMents prior to developMent of Future plans, � ' ,U � ' \ TREE 70 BE REMOVED � �W , c�, , ' '� -� � � i� \ � � � \\2=NEW GUE�T - �- - � , � Address� 4444 Strear�side Cirde � , ;� 'I�Af2�l.elG � ,4 0 � ��/ 5`�'AGES� � � fire hydrant � �U - _ � � � / / 58 / � Note� Accord'mg to Colorado law,you�ust coriMente any legal actron based upon any deFect on this certifKate within t�ee years %, %� �4 � � �4� � 1' '� \�� / / � � �ears�ronFthe date of certif�ationtshown hereon �ay any attion based upon nny deFect in this certificate be cor��enced More than ten �j/jQ � o �� Y � �, � �1 �" ��� �„ p➢� �� z�Sb�i' � � leland lethner PLS 30946 County Rd, 356, Buena Vistn,Ca 81�11 (119)395-9160 ` �`,� �,0, �` � �.�9'�°' � \ � NEW DRIV�WAY � 1 �� . �,,,�, � LP.YOUT � �b�b'�� 156 � "" (HEATED) � �indicates dr� l'me � � �' ' X 57�4� / �,0� � \ RID6� 0 "� � O � -_._ ����,�� � �z,+� � ;�m.�1 � F�°R ll � � �4, o � ,�, �, ,�,,, ,�, ,�, l�1iL1� Of E%ISiING R�F - � + � Rro - � � aa:s�3 e,� ,5' � W �-a 84 CcF� //g. \ � �9`°� \ � concrete pad � LIM175 OF D15TURBANGE \ W � , � 1� 1/� duplex �' � FENGIN6 � ,4 , ,I � "��'� � ` � 15' �s�s �l--I--II � �. 116� s,F. ( foot print ) X Sg,S � o,� \ �� � c ` � PROP05E NEW ��`' �x 51,9� � � ,4' o � /��6 �Pqr�� � DORMER � �`step / ,� 9s � � " � � � R,D � � � x 56�8' \\ � � ,� ` 84es`.�,o c l3,�' -"'e � � \ \ �"� "�a ;�.�`�°�,�„� '� x 57�3' _ � �-0'� � � �!1 O (� , o � � ; � 16�� „�,. R, � �h„, _. " n� '°�4F � � �� k. i�' \ O +� � � � ,„� R�� c'4�� z 56,8' gOILER ENGL SURE (� �C ,��� � E 1/2 duplex �. R�D �B4s�F8 °� ,,� �� 6'x6'x4' HIG WOOD 51DED 61,0' (� }- a � �� � �265 s,f. ( foot pri�t ) ���""����, aR ���, � SGREEN F G I NG ��/�I �� I v i���� I ��� � " � �+" 0 �--._ °`�''� TR�NSP F�NT EX15TING ` _.._1 l5,9' � O SHRUB ERY A5 NEGE55ARY 0 S- � �-�,�,��`- =" y ��_ �°° ��� C�T'r. 51 ZE NA�ME ..� � Q� ��'1 � � ,� p�� ���c o W �J � � _ � � o. �8 E 1,0' � � � Lot 11 B � �' z � � lot 11 A ,�,.� � � 0,3103 Rcres � � �,a� 3 6' - 8' HEIGHT BLU� SPRUGE . � O � � 0,1981 Rcres �a \ , X S � � � � , �sl � � �"' ��, � z 51,5' ��--._ _ 1{,9 � - -- -- _�.-- --._ ,� �� ll" � '�� � 2 G f�L. P�S P E N O � Q \ � L.IMITS OF DISTURBANGE �" � � "'""�Sa,� ��?6, � `�- ..� , � I-- '�, F�NGING � , - J -- _„_` 50 GORE GREEK � Z �•x� � �,� - x 51,1' $�, � S�TBAGK � � � \ ,� ��1.� �N e 4�,., CENT£�(I�'fT�.� -` ,4' o � 18 5 �al. POTEN�ILLP� �l �-- �j \ '� J'fT6ACX `- � �C Q � � E. � � � \ � \ � '� ��•,.o ' � ' � E E1,5' ,4 0 � ` ��j . � �'�� �^ 4 E -� .c'6, i' -- ._._._ � � � � _ B�ULDER RETR1N1N6 WALL �, , �'' � -_._ ` �� �a i ates an evergreen tree and trunk site _ "-- -� �� \_\ ` �. .,�„�` o �'a phane pedestal Q ��.�"' N 6�' , -` � `- ____ � ------ �� �� � � ¢9����I✓ '` ----- `\� -�'� `1�1D PtP1N ��` �j, c'0'Pedestrion DrainagP and Utili \ '� 104�E� �y Easefient � -'' ---� �10' � --'` _._.__ 1,S' ..� � 100 Y�P�R FL.00D PLA�NE / ---__ _____ -� 1 ��\ / p�and wnsher -_._ ._,_ � _ -� ,� / f0 36,9c'' `' ~-- - EDGE �F CREEK '` �---_ �`� � 8�°00�00� � / ,- _ ,�4�x ' - -_._. •��� ���° � DE51GN R�VI�W: w -- --�' ,;�������a a � � �� ,'��a � /��`� - , � ��°�a �� ` ��� 155UED: 3-25-04 167,08' S`�' "� ,, ' CENTERIINE pF CREfK _ _ �, � �I .�� ,� . ' - _ �� _ ��' B I 1�. G�RE CREEK -`------- _ � , � t',�{'aF�`�'�` _ � �"�" REUISIONS: '� �-, NOTIGE: Lot l� ' ` 204,00' 012-15-03 �\ /..•--- � THE "EXISTINC7 GOND1710N5" DEPIGTED ON THE DRL�WING, � `��,` TO THE BE57 OF THE ARGHITEGTS PROFE5510NAL KNOWLEDGE, ARE MERELY A GOMPILATION OF V15UAL � GRAPHIC SCALE OBSERVATIONS A�ND LIMITED FIEL.D MEASUREMENTS. �� NO EXHAUSTIVE OF DESTRUGTIVE IN�/ESTIGATIONS WER� � ,o o s �0 2o ao MAD�. MEASUREM�NTS THA7 WERE MADE WERE MADE � ROM FINISHED SURFP�GE TO FINISH�D SURFAGE - , INSTRUMEN75 OF SURVEY EQUIPMENT W�RE UTILIZED. - 'Z,, ( IN FEET ) THE RAWINC� MUST N07 BE RELIED UPON F�OR SP�GIFlG �• , 1 inch = 10 ft LOG TIONS �ND IS ONLY BEING PROVIDED FOR GENERAI. � I �� ����������� ���� I NFORMATION A�L DIMEN510N5 AND LOGA710N5 MUST BE * � INDEPENDENTLY FIELD VERIFIED. NO REPRESENTATIONS P�RE MADE OR IMPLIED f�5 TO ANY ITEMS WHIGH Mf�Y BE GONGEP�LED OR NOT V151BLE. _ , NO � � O . � � � ----- - �- � � � n h� ' . y, � � �.r� �, �� N� - � '° � CO � � � e ��..✓ . � � ��J �* --s !�? ` � � / � � �,;,.y � h � O �:•�= d' _ �t °' �'a ;. �� � , � ��z." - � � o o �.�.:�:. -, o 0 �° �.���.n� � .Q U ���� � a � �,��� � � (G��....e,. w�,�9�3JU9�,y�� . ��� �S � -� o°°'�s�w 9 �'•� ��:�� �(�� _ D�O� • � -� ��s� i p 0 _,— _, - 2„�'-I" N ' � W � � ��,��� � 5,�0�4� �����, ���3�¢� - 1 �°3���� ` ��� -- _ � > ' � � � � �-� �, _, � �-� � _ �.� • \N � _ _ �� F� � r � I � � c o -O � pp e-°1 l'� 4 N � �_ � �� � —� - --- - -- - --- --- � �2'o op � , � ° � � � � S I � --- - _ I T°k1 � � 2„ I S$'-93/'�,� �I qo�Et. 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L S P A G E �--- --� �� o�� � � .� , ,� 3'b"x 3!6"x 2' � � _ � Q j -� � ?, '�-' � 2 �.-�s g�s �,1 !_QJ I ��� `l� -o '� '.0 Q �� �� 3/�nX'i 2�� 2 1'1PC`� $�JEitT11 (� �1 �i 2Q �. - �-,� N c ,� � x ��,L�, �aSE S�R� 3��:�X -rj�/�;' � � �XISTINC'! �°OTINC�S, I I I � � r�_ O FoonNV PKD 2-0'x - 2. 2. 6�� 2�� 2,� x 2'o" s/ti 4�6,�x I2" �/ �5 ` � �� �L w, � � �� J ��e i2"o,�. � � �-- � , � e �J `� v , ,�2�� 2� ,�L ` .� � �on N� P�b " �^\ /� ��o ♦_�� , 234�� 3 �� 6 22�o,�x2,=v" nlo" W� `'\_t,, !_ , / vJ � /� �r�, �/ � A �L.' L S P /` G � %��t'S 8�5 +i.��I'� . �'� '�-%f �� �w� i w�. '' .-'��`"' ��� 5,z� L�J �,00 . �C l� � ,��� C� �m�' �b��� t�"�� Q�° . � I ; � °�� = W�� � ^ � ;- � � .J D DETAIL D � DETAIL C 1 p � m , _, .� ��_ , 51 � o . — N I-- r�2�=��a° I ---�--- — - �i , ,� , � C� ��� ��2 ��'a � 2,�� —� ; -�" M -,e Q �oTl►�Ci P�D ( i + �� � �� �.'-O��X 5�O�x 16�� wf 1 -� i � � �� ��R �S &tR�S N �2"o,G. �,�, � � �V . 6�rH �►a�s O � �� � O DF #I P�x$ Go��MN �MWC� ?�R Pt,�tN %2;'cb�frN4bR Fx��fi _ N I � � T � [�,g O,C, I _i N U r I,GB �x$ oR �PR�EO ��1 I �� ¢ � i � � � � �Q�Pc L � � � � ;�n i N � _ � - �8�93��„ � � I � . � � ' �' (o" M��. ' W � � -- � 1 I _ - � � � �I � � Q , I r �' (�J � LL LEG � Nb `2���' P��k w'2-�S l.�C-�R P�-P�.ArI #� $� G 2'�"a.a, $�s �r►t, �.'-0" � 2 �� �o�� �XISTiNG 41ALl,S °o 2�0�� �,1 p � W�U.S l� BE �DDE� J t� �� y0�`i�i �J 2�1J�L. _ `0 , �11� IA�11�1 �11 '�� 111 �11 � y ` 2'O, 2��i'� f/r.l"') �}�i _ �_ G Cf. o" �o Q � 7dP n*�c PorroM $ 2 �'X2_vp 0"�/ � N - 3-#S�fLs Eau�i 31#� � � � WKY. ' • �d� q3/4' (— (- � ��; (— N �_�5 �,� o �- � o o� . ��. „ � � � � J —L � • ,o" . . ,o , , , 6,qy2, 6,qy2 �,$„ �,8„ „ „ „ (� „ $„ $„ �° l2 �' 6 I -� t�,°� Y�RI�IET�R 1�NN IJ�GP-�NE4 -Go�NFC,T �tn 2��u 2�o„ �xIS�NG q��►r��E _ SYST'�+'1� �'l� l� i� i.J J�i i � � I�L I� 1�1i , , , � SECTION B .� SECTIDN A ,,l4�� - ��_ ��� No�r�+ � , � � � �1 3/q."=1-0" �I 3�4,,i�o„ � � �: 1 oF 4 r s � � r — � � N� (� • � (� � .�° �0�0 ` ° � If ' � � � � � � . � �� h O , ..� �� � N � X O ' � .� U � Q..> STRUCTURAL SPECI FICATIONS 1) Foundation de3lqn based upon "Presumptive So�l Dearing Capacit� and Iateral Earth Pressure°, Job �404-152 as prepared l�y ti � GEOTECIi dated April 26,2004. Installation of pQrimeter drain and site irrigation to conform with soils report, field tes: drains befora backfillinq. All footings are to bear upon natural undisturbed soil or compacted structural fill as ` approved by the soila enginear. Soils e�ngineer to inspect v ��������•�•W~�! basement areas for radon gas. Znstall radon gas system beneatS L ����\Y' �+� •�� , concrete slabs, whe� required by soils report. �p0 �� � 2) All foundation �round perimeter of structure shall have minimun f ro s t p r o t e c t i o n o f 4 8" t o b o t t o m o f f o o t i n g. n l l f o u n d a t i o o ' °dd Q i walls and columns to be centered on conerete footings unlesc "�� shown otherwi�e on plans. '° Q� 3) All cast in place concrete must be made with Portland Cemen. � and attain minimum compressive strength of 3000 psi after 23 � days (minimum compressive strength of 40ob psi after 28 daya �db�•� ���'�� , for concretQ slabs) . De3ign based upon BUILDING COUF. !�o REQUIREMENTS FOI2REZNFORCED CONCRETE (ACZ 31II), 1999. Concrete placemenY to conform with "Construction Requirements" as defined in Amarican ConcretQ In3titute Code mentioned above All concrete slabs on grade must be provided control �oints (scored or cut) in accordanco wittt soils report. All exposed edqes of concrete shall have 1/2" champfer. Concrete work , shall not have any horizontal cold joints unless authorized br ��C7� oF D�G�< the structural enqineer. I�'ield coordinate all vertical co11 joints with structural engineer. ���� 4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform with ASTri A105. Reinforcement placement shall � confoL'm with MANl1AL OF STA2IDAF2D PTtI�CTICE, 2001 as prepared b� -� ' �� �' .--- �Ek1�A Zx�o I,�DG�/L CRSZ. All lap splices to be minimum 3G bar diameters, all r--. /"� /� �� �/ � -{ �.�p /�_/Lx �� �, , horizontal reinforcinq steel to be continuous around cornerr �`-�,� �' �. \,�� - - W/ �4��� X 6�� T.W p�S and at wall intersections. Minimum reinforcement protection� ' � -Concrete poured against earth 3" i Q 2 ��o C. i I -Concrata poured in forms 2" -�(jp -Slabs 1" / � � 5) A1l lumber shall be Douq-Fir �2 S4S or batter, all wolmanizel �. � i 2.%� '� ����• � • r lumber shall be liem-Fir �2 S4S or better (all lumber wtthin 1D' � i I � � `' ° - of finish grade must be wolmanized). Provide sol�d blockin� i �DQoP ��CK � at 8'-0" on centeY in all diaphragms. All columns to be ` i � �� � I continuous bearinq to foundation. �. �� �� ' � G) Glulam material3, manufacture and quality control sh�ll conforn �' i � a , ; �}--Q ` �- � � -� � with AITC Product Standard PS 56-71, STRUCTURAL GLOED I.7�MINA4'E> � � `�� � TIMUER and I.AMINATING SPECIFSCATIONS, AITC 117-E34 DF.SIGN. (I���I" � ( �5 '6�� o �• i , i � � Simpla span beams shall bo Combination Symbol 24F-V4 with n� - �� I ' camber. Continuous or cantilevered beams shall be Combinatioi ��_-_ Symbol 24F-V8 with no camber. Adhesives shall conform with th� � 2�2x�� ��� W/ � II?'f �� �j ( t�.5o BV ��� D,G, requirements for wet conditions of service. ' 3�i}'��XQj'�2�T,LJ,/��c f 7) Structural steel shall be I�STM A36 or better except pLpe '� � a columns Which shall conform to 1�STM A53 and tube section� whici � � 2'� �'G' must conPorm to ASTM A500, Grade D, anchor bolts and bolts ,�� � ' � , ' , shall ba A307. All atructural steel is to ba detailed, ?� - v�, ��il.', X II �/� I " P�� �LY� � yX�STIt^�� Jolsrs '�'O R�►'�R IN + d' fabricated and erected in accordance with AISC SPECZFICA'1'ZONS, . L,°..-._ 59,0�� 1992 and CODE OF STANDARD PRACTICE. All welding to be /-�� � Y, _ � performed by a certified wcslder and conform with AISC and AW� � � ' -� STRUCTURAL WELDING CODE, 2000, all electrodes to be EE-7oXX � ,�� /y � i + /''�� � �, O Grout beneath all basa plates and beam bearing plates shnll ba .(�' � � j � + � �X T�P°F PV{k.��tJD � ' ' non-shrink epoxy with minimum 2ff day compressive strength oF �� \�� µ ( I �c�;Qu �I� COoFLDINfYj�, 5000 psi. All Trubolt Wedge Iv�chora and Ramsets to be � I � ` � � ��a�o� p� N� �� �� installed according to manufacturers specifications i I t ���' � D�� � I � � ���Sp�(�, {�CC,ESS � 8) BCI�s and Versalams (2.oE) are as manufacturod by BoISE CnSCADi I � G{� LSp ,.�p I i^- , CORPORIITION, see shop drawings and manufacturers standard �� � /�CC. 55 I � 2'4x1� 4�r` Ir1� � � dk�ll��] � �� Q details. All built-up Versalam beams must be glued with FL4o) � i �/�,`d'X %2 '�k1,A: � �-�� Q and nailed with 2 rows of lGd spikes E 9" oc. Versalams deepe- ' I `� , � u 0 � i _ � � ■�Q 1 than 11 7/8" must bN bolted together with 2 rows of 5/e" � � � � i �i � i -- �` - I � I N � V� diamater bolts Q 48 oc to and bottom. Metal X-Dracin � d „ �, i 1--1 Tequired 8•-0" on center in all diaphraqms. All altarnates t� � `��� � G� 150 � � ( � ' I I �b � � be reviewed by enqineer. � r� * � � 9) Sheath floors with �/4" T and G plywood with minimum span � � � � I ' � Q ' ` � - ratlnq of 40/20 or better and glue with PL400. Nail plywooi � �a� -" / \'J Yl`� t r Z V `� �� with lOd Q 6" oc to all joista, field coordinate screw option � I p� � I�� p -F � 1 ', O O ' : Cover decks with 2xG Redwood with 2 screws per bearing point ��. �M � 10) Sheath roofs with 5/8" plywood with minimum span rating of � " ---,---- ------ ----�------- ` �.� �'+� 4"", � �!O f 40/20 or better. 17ai1 plyvood with 8d Q 6" oc at panel edgea � �O I � � �.� �7 vl � �-_Q and 1zn oc at intermediate members. ; ' I � ���( �e�� M�O�_ _ � r �� � 11) Sheath all exterior walls with 1/2" plywood with minimur� spai � N � r n� rating of 24/0 or better. Nail with Sd @ 6" oc to all �;tuds � � I ! R f X �tE� kl����x '� 12) Livo loads used for desiqn- . � � v' -Roof-8o psf snow. , y� I ,� � I � I� � �x►sr�tG �oo�-�NG r �XI ST�h4� �v�S $ To R�MPcIN w /'��\1�� -Floor-50 psf residcential. ' �� � � �y� � � `2k a � �� L��O � -Deck-100 psf. � � Q� �� � � i �v ��� � L �� ♦/'� -wind-25 psf. � `� � � � Y,� -Earthquake-Zone 1 UDC. �� '}� - �/ L �3 ,A � X `I i��/� T - A ' � 13) All wnstruction must comply wlth the 1997 Uniform Building ` o T�+ � • + p � a � �'�O Coda as adopted by the Town of Vail Duildinq Department and th: �'�' TT � � i i n 1T�, � , "Ganeral Conditions of tha Contract for Construction" (AIn , i ' �--- �� , Document A2o1). All construction must be completed withLn tha � � U 1 tolorances described i„ the "Re3idential Construc.tion � ( � III�/��5� ?k�� �1/�. t�� � � � �rn Performance GuidQlines as prepared by the T1ATIOt�AL,nSSOC[nTI07 �� ' I i /�� � � ��� .. OF FiOME IIUILDERS. +'� I���� � GI �SO �l� � o,'G � /f � � 14) Construct walls as follows- I � � b'f' ,�, _ �rj,ToP� YL`{IrJl70p "J ��C/ O a � -Exterior-2x6 p 16" oc. \� V� � � ^� -'��ti, 2 � u � _ � -��1 • 4 ��� �� O � �� -Interior-2x4 Q 16^ oc., unlQas noted otherwise. � ��'� I�� I 7' G� , 7� � �UM��_ � � N ��� 15) All beams, joists and iafters ara to bear upon walls or benms f ,i ,� i i � � E � �� C� � OR be hung with SIMPSON Strong-Tie hangers or approved equals �� i �S� �Ai�i� �p, x�1��2�, x �-0 � { Gp N, �15 �(���', i — e L O> All connection hardware as manufactured by SIMPSON Strong-Tia `� �D� � ,�/¢. -���, � {tNc-ttoR LTS � �j/ _3� ��� B� ��� �27. � �a �s �r/� �� �.} or approved equals. .r B�} gq� �T� UQdN ' '� � ' po� T J vJ V T 16 All structural members ara shown in their f1na1 ositions � � ( �X1S IN�7 P S � �j � r � , � proparly bracod and supportod, durinq construction it may ba � �'t Q I R ' I� _ f..� oN� pl� � T t , � � �j necessary to shora portions ot the structure while other ' 2 � I ���� �o �INft i portions aro beinq constructed. Contact the struct�ral , !y ' Sl,fi� � I ��� � � �0�1�� ' � 2- V�- �3�`}' X ����$ 4 � � , enqineer for consultation as required. �` �, � � � 1 I I � � • ._ � � , ! � � � 17) Contractor is responsible for all non-specified connections, � � f � contact structural engineer for details as required. Enginee^ I I � � O ��rF�� � � Q to approvu all structural aubatitution3. � _ � Pb�( �OD I � � I` + 18) Contractor is to coordinate all diaphragm penetratione. (ie ,` I =p�/¢j" � ��3 �� \ � ^ chimneys, plumbing sewQts, etc.) through floors, roofs and � I . , foundation walls with appropriate sub-contractors. Genera� � , ������-�¢ � I ` � T Contractor is responsible Por means, methods, techniques, _ � � � , 0 T- sequonces, procedures, workmanship, seasonal schedulirig arn1 � (� � 2'�; �� � „G�,f1�/ 1 � - �� � � . job-site safety assoc ia te d w i t h t h is pzo7ec t. Genera l y f ,�� 3�� �X� T"�`•��S I I � � I ` � 'W/� � Contractor to verify all dimanaions and elevations with ' � �h C � "o,� , ; ���(� (� � I , �" v, architectural drawinqa. Notify engineer of all conflicts o- �,,` '� � ,�- `�C� O omissions between various olamente of the working drawings anf `-3 ��,•I� I I 3 � � � - I � '� X ` the existinq conditions before commencing with that port ion o' v- ( � � the project. Genera l Con t r a c t o r t o i n sp e c t r e m o d a l p r o7 e c t� � ��j- V L � � �� x �� �j�j _ ,� � and vorify prior usa and proper diaposal of existing materialc � . . �- ,/\„ + � � \� I �\ � (i.e. as bes tos, e t c.) a s r e q u i r e d b y c o d e. I d e n t i t y o f a l l � existing hidden atructural elementa based upon plans dated 1I / _ M January 1975. � � i � • 19) All materials exposed to axterioz and/or moisture condltion; I I���n b GI �e� ,� � �6 �o � � �-"f ��3 I �- 1 � a shall k�a treated for these conditions (ie, chemical treatment, �/ T� \ _ -� I stAining, paintinq, damproofinq, membranes, flashing, etc.) as I I � , � 1 ; required by code. All materials to be treated for fire 0 ` ��I rQSistance as required by code. �r� i � � � �: � � R- � , � i � 1 20j Masonry fireplace/chimnay specifications- � ( , 3� ��Gp k g12��T��1,��5 '\I I a) fIollow load-bQarinq concrete masonry block shall bo 8" I � � � C 16�� �i�• � �; �� / 1' � � � L L� � �� � ' thick vith minimum compressive strenqth oE 200o psi o� I r- � I `� � � better laid in runainq bond. Mortar to be Type S witi J Q� � I `' minimum cubo strength of 20D0 psi free of all admixture; � I �I � � � __ } �X�ST�1�� �GI�LLS O unless approved by engineer. + '$ � � � �� " +K � � + " '� � � O , b) Roinforcement shall bo- � �`' '�'�..��''--`` � �5��1�1' " � • 1 ' N -vertical-�4 bara p 1G" oc centered, dowel to concrete �-�-_-r � , ' \`'--1 �,_�� � N ! /2 � I � ll\, /`�.�r,��` •� _ '� � o a' 1clRLt�S -t� B6 �DDEb � ' � foundation with �14 dowels p 16" oc. �-- � r � � � ; � I � ``� I -horizontal-Fi" bond baam with 2-�5 bars continuous at 4'- I n c ( ' I 2" 2xI� ��G� �/ 0" oc. All horizontal reinforcement to be continuous at �T � �t�J x Q; x I (2 �D � 1 " .G, � I j I ( j 3�q,��� 2c g'/2� T,Ir�,h'S � intersections and corners. I " � I �„ i e 2.'4�����' 0- c) Grout all cells with reinforcement, solid with flowable \ I'N � /j� �x ��Q, � �G, , - grout (minimum compressiva atrength of 250o p3i after 23 L _ __ � days). Provido woep holes to verify complate groutin7 , ' � " and vibrate as required. � I I i � � I d) Cap slab to ba G" thick with M5 bara at 9" oc bo�h ways � i � � � I � centcered, dowel to masonry above and below with �4 dowela _ � ��E �F D�K N p 1G" oc (24" legs). �j � 2 X i ( Q, G O N � T, 21) Furnish onm set of shop and erection drawinqs for reintorciry �I � � — steel, structural steel, plant fabricated wood 7oists .�nd glued-laminated ti�ber to the structural engineer for revle�+ and approval, prior to fabrication, when shop drawings are �`F\ prepared by the appropriata subcontractor. Q� �� � �C� O � +-� � f" �c�+� �+� '��+ �E F �p 4l ! DG� I� � - i1li A� i� i� �il�� �= ��'�►� � � u ; � 11�„ = 1, _ �.. , ,., � OF 4 , �7 . � 1 e a . 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[BATH 0 � DN (� � REMOVE AND INFILL �� �� � .' �I-- — -- -1� EXISTING ORIGINAL. 57A�IR ' �I_ _ _ �H ; MASTER BDRM � � DN KITCHEN � – – – � ��� – – �� DINING ; � � , �-�---II � ��--, j 1 - - -�� � � O � , , � � I � – �h f�IE�W B4TF�n � 0 � Q I � � �� � �` Q � � I - - - - - - - / i q� � Q O _ I I °oo° I � � DN � � � i LIVING RODM � c5 ' ��. DRESSING � � � � O /� G l e�.r W t c�-�I n. / � � � �- J �,\ D N � �_ � z – \ 4 GAST IRON WASTE STAGK \ FROM N�W W ABOVE LINE OF FLOOR ABOVE — � � � � � r /' r� / / Z � u- f �' �'� y' � � � MASTER BDRM i — � — - - - - - � � — � — — � ,, �'� i��� ? � ~ � Z � ✓/ . Q �- O FAMILY RO❑M � � � �. �\ / ,� LIVING R�OM I , /%`� � % � __--- r �P�� ��� � � �' � �--� `� � 1 `—' '"' — -�.. �,�- �''" � �`� � �% Community evelopment � j �% ���c-- '`� �� \, ` `� Department _ .,f.- I I- - d Buitding Safety Insp�ction `f'� \'\ // \.I— '�'����' �1� services � .� � `�, I ! � _ ,�..- �"� r psr gannng6of a�pemut ot app�ovA1 of pl�Ol.tpeCt of Pe �G ThePssuance � --'�" / � - -�- shall not be conswed to be s pEmfit f0�ni AQ gpQro��o�any v olaaon of ' D N i / , \� / � \ gny of the prov�sions of this code0[OfitlyCthtiondiaat►ce o the junsd�ction. m `\ � Perm►ts presurmng to give�ttiyblaEe ot caccel the rovisions of dns FRf�ME FOR �UTURE 5T/�I R eode or other ordmances of the jt¢�st�ll not be vahd• �- �`'� / / TO GRAWL SPf�GE The issuance of a permu based on p1a10�.lpxi6tations an other data shall '� ' \ � � M�GHF�N GAL AREA not prevent the build�ng offid�el f�DtD thCt�E�f�t tsQuirinS e correction of - ----- .--' �� o rat�ons bemg camed on thet�COUder whoa in violation o tlus code or of �r �' — �-"'�� ecrocs m sa�d plans,specificatiom Astd of�et data,or from P venting bwldmg �^ _` _' „�,�- ��v� �. O�,GG2 S� �y other ordmances of thts jutisdiCtiOU. - `- --- --- — ---- �" �'tc, N��c�n.��l INITIALS: � 7'� 1-� oA,�: G� - �"°� � (,t,� �1,�U1�' � � , DE51C�N RE�/Ik�W: — — � � Y'�,�S'PC�.G -Cln.�� � S o b V l 3o X �-�- M�n P�e�' '�inl� �, ���,1 �C� �l,b(�J 155UED: 3-25-04 N `� e� � lt �1 �.�C- SeC- 3C7�[.l-1' NOTE: � REPAIR E 1571NC� WOOD DEGK AND ADD Q'-O" FLOD TO FL.00R! � /7 -�,�,�A BID: GODE GO PLIAN7 RAILINGS �D�,� (/L `.DU�S��L``�"�'` lJov� Go�z � � [ 1 � -V t AX �L SC-Dv'�-�'� t-�'lVl 'C Gc�UI i�E�/1510N5: �-S �l,t.lr �D �� C' `e' �i 12-15-03 NOTIGE� t I 16'-0" 13'-O" Ib'-0" 10'-81/2" � ` U� ' THE "EXISTINC7 GONDITIONS" DEPIGTED ON THE DRAWINC�, TO THE BEST OF THE ARGHITEG75 PRC�FE5510NAL `�''°� KNOWLEDC-�E, AR� MERELY A GOMPILATION O� V15UAL OBS�RVATIONS AND LIM17�D FIELD MEASUR�MENTS 68�-4' NO EXHAUSTI�/E OF DESTRUG7IVE INV�3TIGA710N5 iNERE � �GV�,S.{.r-C�C�'�V(/� ly� �/ — � MADE. MEASUREMEN75 THAT WERE Mfh�E WERE MAI�E ) --�r=---- - FROM FINISHED SURFP�GE TO FINISHED SURFAGE. ts�� ( �I ��\ /�� � I �/0°°�� �I ��I � ��p �^3/ � � - � � O GG �G - �%_� -,�`.; �, NO INSTRUMENTS OF SURVEY EQUIPMETT WERE UTILIZED. �°I I �l l� #� �m/ !� I � Y �''-��R° d��'� 9 , I/4"=I'-O" roTA� ADDITIONf�L GRO55 RESIDENTIAL FLOOR AREPt LOWER LEVEL �q�1 qq U ,�I`,, ��'�f�i1`,��i��,� ��� � . THE DRftWING MUST NOT B� RELI�D UPJN FOR SP�GIFIG l L l� ��.����'"` �� � �� ��i "� � �` �'"�'� � , �`°� � � LOGATIONS AND 15 ONLY BEING PROVDED FOR GENERAL TOTP�L ADD1710Nf�L GRO55 RE5IDENTIP�L FLOOR AR�f� UPPER LEVEL 4z0 �� i�k'~ t-'"' `'y , � r �� ��'��� INFORMATION. ALL DIMENSIONS AND LOGATIONS MUST BE TOTAL ADDITIONP�L GR055 RE5IDENT►AL FLOOR AR�P. �I� r � �~ ' 7 INDEPENDENTLY �IELD VERIFIED NO i�PRESENT�TIONS � � t���, '�.� r ;��w�� • ARE MADE OR IMPLI�D AS TO ANY 17�M5 WNIGH MAY BE � ,'� �, � ��, , �, `�' ' -�'�'�,s.-� N0: GONGEA�LED OR NOT V151BLE �;�'�.; ���� �_' �t����,�;q'�,,;'�;° '•�, Y�:�,., ��� ; - �`>'`�� �- OF: � ��... �--��:.�-n - - - °=,=�� � 1 AX . L/�I�Op Jl/ . i��� �.- - - - - - - - - - - - - - - --i „ � ( 23�-Z� 5'-3 I/2" 21'-b I/2 . � N I � � � O I I � � � I � �' p I � � o ° � i � � � � X � I — -- — — — — — — — — — — — � [� 0 6 6 �,OaN I �6 O � N � O N O m I WNOv � I /, r- � m � �; l� ____ - - - d- . L � O � � Z Ov o� � � - � . . � �— , , _ ' / � ,�, . . 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AX —. �—. ____ .- - CZ - - - - -II- - - - - --� - - THE "EXISTING GONDITIONS" DEPIGTED ON THE DRf�WiNC�, I I�-IS�O� TO 7HE BEST OF THE ARGHI7EGT5 PROFE5510NAL ib,-i„ KNOWLEDGE, /�RE MERELY A GOMPILATION OF V15UAL ib'-o^ 12'-��'� OBSERVATIONS A�ND LIMITED FIELD MEASUREMENTS. NO EXHAUSTIVE O� D�57RUG71VE IN�/ESTIGP�TIONS WERE MftD�. MEASUREMENTS TH/�T lNERE MADE WERE MADE 4s'-o" FR�M FINISHED SURFAGE TO FINISH�D SURFAGE. NO INSTRUMENTS OP SUf�VEY EG2UIPMENT WERE UTILIZED. . ����� ���� �( THE DRf�WING MUST N07 BE R�LIED UPON FOR SPEGIFIG U���� ��� /�� LOGATIONS P�ND IS ONLY BEING PROVID�D FOR C�ENERAL „_ '_ " X L GR055 RESIDENTIAL FL40R /�REA 420 INFORMA710N. ALL DIMENSIONS AND LC7GATIONS MUST BE ��/:- I/4 -I O 70TAL ADDITIONA INDEPEND�NTLY FIELD VERI�I�D. NO R�PRE5EN7ATIONS � � • P�RE Mf�DE OR IMPLIED A5 TO FlNY ITEMS WHIGH MPtY BE ; GONGEALED OR NOT V151BLE � � NO: OF: L LL � _ 1 AX , ,. . �.w �, ,. . ,.�,�,� . , _ . . � � � i N V `� O �� � m � � � � L � O N O N �- „ � � �a � � - � � �. � � � 6 � � r � � � � o � � m N O � NOv � ; �� � � � �— O - � /Z Ov (iQ � l �� � / T.O.R. � EL. 114'-5 l�/16" � �' U , � , - -- _ _ _ _ _ _ - - - - - - D �I— n W - - - - - — - - - - - - - --� I � I � i � , ,U ,� - - - - � � � , �� � � � � � � Q � � � � ' I , m, , RIDGE EI�. �— — — — — ,., � � , RIDG� EL. 8483'—O" 84�2�_g�� RII�GE EL. � RI DGE EL. • f348��_O�� � �� '� a��i -o � II�GE EL. ' �� . ..� �q � � RIDGE EL. �, -�2�_0�� � � , 848��_0�� M. � �� � � , � R��, �n O ;. � O z � Q �qp�g pq� gry�r� , , � �, .. ,. � :.,. �� � . O — ,� N4tiiNb '� :m, Gk'Ndl R1"-i7 �dJ �� �.. �M�i`- �'159 ��� l�SB11 k�d dA� � r�s`+��iwr�+ FM'4YF � Q �l � � O � � -� O 4 W � v � �! � � � z � . .� e .� � � � � � � z � � � � � � � � � � � � � � J Q = � � �� �� � � .� � � � � O O �a � � � � � ' � � � � � � � � � �' � / ` RI GE � � � � � �� � , ,m� � ���� � � .- �� � . � �� �. — � � I I I I I `9 — D N " —I-� i I I I —i rr -� � I I I I I W' � � _ _.1 _I_I_ L J ►1a -� I � -� � � (a �r.}-. Q � � � --�� ` - V I I I �� ��>. �� i ` � �'�- �- �' , �- �- -��- �' -�-�- „�i - .�'f- -�.$- ,. . � � � � �����;=�"�` _°,'' -�.<.�f 'k � ( � � � ,�.;`�� � '�-.� '�� DE51GN REVIEW: ,' � � �;� . { � � � �� � �� - - - - - - - �� 1 � °��^��� � , � �� , _ � �,z � - � ' ';'� � .- ' -� � ,������ ISSUED: 3-25-04 , � � , ,`1 I I I I �I— D N r�� ''r a�, �.r, ���'�,,' I I I I I '�` ��'`��`- L � _I�I_ L .�'�"e k s'`��'r.� " B i D: � �� 1 AX N�1.� ���/I 51 ONS: �� '� ' �� � �"� ` ' �� � �� � �� ��� � 7HE "�X15TING GONDI710N�" DEF'IG7EI7 ON 7HE DRAWINC-�, � 12-15�03 70 THE BEST O� YHE ARGHITEGTS PROFE5510NAL , KNOWLEDGE, ARE M�RELY P� GOMPILATION OF V15UAL OBSER�/ATIONS AND LIMI7ED FIELD MEASUREMENTS. NO EXHAUSTIVE OF DESTRUGTIVE INVESTIGATIONS WERE MADE M�ASUREM�NTS THA7 WERE MADE WER� MADE FROM FINISHED SURFAGE 70 FINISHED SURFAGE, NO INSTRUMENTS OF SURVEY EQUIPMENT WERE UTILIZED. • ��o� ���� �( 7HE DRAWING MUST NC�T BE RELIEU UpON FOR SP�GIFIG LOGATIONS AND 15 ONLY BEING PROVID�D FOR GENERAL INFORMA710N ALL DIMENSIONS AND LOGATIONS MU57 BE . I/4"=I'-O" INDEPENDENTLY FIELD VERIFIED. NO REPRE5EN7A�710N5 ARE MA�DE OR IMPLIED A5 TO ANY ITEMS WHIGH M/-�Y BE GONGERLED OR N07 V 151 BLE ` NO: ° OF: }��_-�.r-.._.---:�m.,T-.�-z,°�,.-^.w,.T—^--�`�, �� . . " 1 AX � _ � P \ I � � NI i � V � � � ts m � � ; / � �. -� a., i I �� �� I � 4� L � � , I _ _ i ; � � ` � � � �- - �� . ; , , �, X � � i � , , , ; � � 6 i � � , � , c� �. o � � ;� � \ � �, �� -� �1 I , 6 6 � � I I � � � � m � � � , �, i UpP�R LE�/EL \ / J I ' 11j � � v6' EL. 846q�_O�� r � � ---- — � f' tr i , y --- -- - — — — ' � NORTH LOWER ROOF � � � L � � O I U p� fl > r THERM05TA71GALY � GONTROLLED HEP�T GaBLE�� _ , _ _ __ _ — — — — � � �Z O v �- � CT . � �_ - I II ; / ^ ,-= VI , , . \ — , i � � � � ; � �� � F i �, - � % � ! � U � , � i � W , � s�, � I � � I � , � '� , �� ' � � � % r � , � � � /Y / \ � S� i U MAIN LE�/EL i ; , i� , EL. 845q'-O" � � Q � � � - '�� � �I � �'�Ca����� �IOfi�T'�4 �1�����'I C��l � � I/4"=I'-O" . • i � � I . � � � � i �tl 0 � _ , � p �- -��- I Q � � /!�� ° � � � O j/ \ �a� � �, } � � �.. �(���� � � ,� O -�� \ � ��� '� �,/ z v //� ��`�� ���-��0�� a1,�... W d- ' t� _i .� o��L�a���� � z — � ' �a� ��--� a ? � / _ C� ��J � � � ��)o �� z � � ' , � �C�oO ° � ° o C��,-� '� = _ �- o���°�� Q ,- o '� � Q �q C� � � � ►— �� �. o ��ao�,o�aa � � � �c� � I � a a � ; � � - ,..- , �= a j UPPER LEV�L � EL. 8�6�'-D" / - — — /�/ � � ' DE51GN R�VI�W: i � oa c�a � ��� - � I SSUED• 3-25-04 MaiN LEV�� ', �L 845�1'-D" B I D: II 7 r_ �. �. � - - ` � �~---w i r��viSioNS: Q 12-IS--03 � "�---,r...,,,,,�„�� I .--__,� "----_ ��-� NOTE: " � "` y "' �` y �I(���Fa'� Fd4� y�Y �`� I - A�L NEW MATERIF�LS PrND GOLORS TO ,� _'"y-�``,`'��j<, �� '��.`��, �' ' MATGH ��XISTING r°f°��ti'�"`' '",�:�3°w\� I ;�-•'���� �frt F; , '�� �o i r J�� �� ���\7 / `�I �� � 14'�t y �¢ � � ��� f � �������� 7 1�� �, i u_ � ii I \��'y � 1`' 'i�Sy ��4 -� -� 1 �� � y ` „���.1� � ��t �J��lS (��' F ��E�`l ,E��`�����` N0: y \y�� � , �� OF: - � : � � , RII�GE EL � — __._ � , � ._.._ — � 8485����� °�)C��� a , Q[��a s �i2 r'.� ,-- , � � c�-v '���7 ° � � O o � � � RIDG� EL. � U���� � � � \ � � — — � — 8482'-8 3/4" � � � ao � � � � �- � ��� � � � � � � � '��' U , � ' � � o RIDGE EL / �a � � � � L O r-. 84��'-II q/16 � `� � \ � N O � lT � � � \ Vp� cp 6 \ � � RIDC7� EL � � �. ,�o `� L / � � 84�14'-513/16" �0 N i � . / � — — — -- — � � � t N � / � � � �� � � \ � "�"� X � �; . \ � � � � � � W N O � � ' � � � '� � \ HEA7ED GUT7ER /�ND DOWNSPOUT / r � m O d- + � � .% � � � . � � i ! /r, O S O >' � /� � \ 5 2 \ �\ \ \ UPPER LEV�L � Z O V � �C � , � '' /i i � '� � � EL. 846�1'-O" _ � i i � � "�. � � - � - - ��, / i - - - - - - � � \ / � i � I I I � �." I � �� �U i i `��� w i � � � � � � � �I ' ' � � , � - � ❑ ❑0 �❑ � �� � , _ � � � � � � / , i � i � i Q MAIN LEVEL EL 845q'-O�� GLtRAGE — — LE�/EL EL 8457'-10" , ��������/ ���� ��� lf � I I �/ I � � • I/4"=I'-O" � .• � � z . z � Q � O - � � � � � � � o ax �I o � o � � � � � z -� � � � p } z � � � � O �° � � � z � Q = � /�'� � � � Q J � � O � 5 I/Z� 5 I/2� — � G � �_`\` � � � ~ ^ ` �== - - -- - - — — — — — = 7 UPPER LEV�L EL � J � _ _ 846Q�_O�� .��,�. I DE51C�N REVIEW: � � � �_1 � I i=���== - -r=== =-� ISSUED: 3-25-04 I , I � ` i � �� �� BID: � � � � � I � � � � 5� S�` s�' � / � �\ / � �� � � � � ` /� R�V I51 C7N5: - � I I �� � M 012-15-�3 t� /', � � r�� 8 5�i'-p�� i l (� _ st� � � •3 ,b • ' — _ __ _ L I I NC' RO b I � S Se.�6b • 3 � ooR �� �. � 3 ,�� P ` ,� C. � . � � � • � � I NC�T�: f,,-° !� -t.._,, �. _ s,v � I f�LL NEW MA7ERI,hLS AND GOLOi�S���t�,i�j-t�� `��, '� . ` �� MF�TGH EX1571NG �Yj��';F,�a`°��t ` .�''1��\,t F �;=�s� ��?� ��' ,�`� '� a ' L ���� � � � 1 � .� F� �: y,±.'�^ � � � "� .� �� y � A �_�.,+� r y - G3 * { `��� , ;�4 `�,��' NO: �������� 5�u��' ��.����� �� \ '� _ r,��4�,1 i/4°=i�-o" `����.�k� e;�i y�=�°�� OF: r �� _ _�.-� ,, - \ --� - • - —-- - — - , - . \ ' r � � `y V � N v � 0 . � �, � w � � � -N � � O � �' V � � 6 L � � 0 � �� 6CV p� � OLN �q� NO � I.UN ov .� /, I— � m � ts � /� �s � oO Z Ov � �C �- ,_ � � 'Ul , � �U, , w �� : , _ , , (�1 I�1 % %Q RIDGE EL. 8483'-O" 5 I/2� \\\ ,�,'\\ RIDGE RIDGE - EL. 84��'-II a/16" — ` — — — �L. P>4�8'-7 5/16" , — � � � _ �-I—II . • RIDC�E r � � _ _ EL. 84�4'-513/16" �� ' � � z � ° �1 s v2 ��`� z � O � O �= Q � � Q � � � � O T.O.P. � � � � -- � �L. 846��_O�� z - — � — � W ,� v � z =� � � � � � z O � �% � �� �- � � � � O z . Q Y � g' Max � �Y'C�,.u�tio� T.o.P. , ,� � � � o Sl,Jlv� L�V��' �e� � ` �L. 845�f -O J �' 1vY �2�f � � 'i 1��3L. , lOb3�3. . • � � ����� �� ( I/4"=I'-O" � DE51C�N R�1/I�W: 155UED: 3-25-04 SID: R�Y151�N5: Q 12-15-03 1• � - Th.�..�FT'.�� ` �$�� �� ` � ,�r�.AU .. }'/.��/',`����� ' '�'4 . ar��y—,s-"�kt�� %J °�l� "� ��+ rC ,q��'�4, �a �a.�'r,1�' '���..y��, � r � s - �,�„ � %,�' � Uj '., � � �` F r � N�� � ! �'''�� � -�C�,� ` NO: . �'. � ,¢." � `N ' �``���� �``�'`� O F: i, s .✓- , -- - --- _ - -. `'`° -- _- - ' - _-- -- - -�` � ---- � - - _ --- �"`_ -- - - _ _,_.__-----_--�..__ J ;