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Vail Village Filing 1 Block 7 Lot 19 (2)
_ _ _ . _ _ _ _ ._ _ _ _ _ _ _ _ _� IIII IIIIII I II IIIIIIIIIIII � ' ° � � � � � � � � � �� Zl � NJ � � � � � � 00 IPOST OFFICE � OX 3 23 � p v � i �. 9 _ coo � i6 , � � � Q97O � 94 9 � 1 2fl � . . . � � � c� l�II1E 1VI[ ]� lE lf�.. � IF A 1� IE lE�. � � A � � � � '� � �' �J �' ]E � ]F A lE�. c� IH[ � '�' lE c� �' � z � � � w H � � w � � � � � � � � � � � � � � > > � � � � � � � � 0 � TABLE OF CONTENTS NOVEMBER 28 , 2005 (C . T . A . P . ) �; JANUARY ] 3 , 2006 ( C . T . A . P . REVISIONS ) Z MARCH l , 2006 ( REVISIONS — ROOF / DECK RAILS ) � H � APPROVECI � SD 1 SITE DEVELOPMENT PLAN _. _ p A 1 MAIN LE VEL FLOOR PLAN �• Community Deveio ment Department w � , �r � ; ; � � Building Safery and Inspection Services r���' , � � � hl_ � e y� ,� �"' � Scc: �❑ a � � tc:srrattonal Bullding CadeArttemetlonel ResideMlai �, Code Vclidi,� c : permit. The issuance or granting oi a pertrit shall A� LO W ER L E V E L F L R P L not be can;;ru;d to bo a pertn(t for, or an approval of, any violation of •� � any ci ths pro�isions of this code or of arry otlier orcJinance of the Junsdiction. Permits presuming to give authorNy to vtolate or cancel the � F, � A 3 RO O F F L O O R P LAN provicion; o, �his cotle or other ordinarqes of the �udsdicUon shall nnt be �- val;i. The issuanco e1 a pertnit besed on construction documents and C e � A4 NORTH / WEST ELEVAT � ONS ����erdatac`�Ilnotpreventthebulldingoflicialfromrequiringtho 3 � ccrrection of errors in Iho construction documents and other dala. The � � . bu�:d:ng cf ticia l i,; ;.Iro 2uthorized to prevent occupancy or use of a s'rc�:cro wh�re io violation ol this co e or ol any othet ordinances of ~ �- AS EAST / SOUTH ELEVATIONS tiisjunsdiction. � �_ PLANSEXAMINER: DATE: ��T �j ��—�— � T � F-�� � � i �- _ - � - � � � � � .9 ° �� N N r, � � M cv " I � � 6 - I-�-I � �� t ' r I�--1 � _ - - - 0 � � • � � �S a 38 �R � ���� ,r�� f� F � o � oE � � � . � � - � . , ` .,,, � - �-; �: - i = f; c - � � �, , '- ', 3�y�� � &G - � F R = 990. 21 ' w A = 12'43'30° F L = 219. 92' z x CH = S 87'S9'00" E, 219. 43' W ¢ BEA VER Q �, p A M mGE PLOWED ASPHALT �--i ,o O � ROAD ( 50 ' R . O . W. ) `� � � F SEWER MANHOLE V] X � cv � � — 8177.� W � oo v F. 8178.7 � — — � �r � �i ci1 p °� Z � — � / � � V Uv .. � .. °` / � � � � W ,, o ¢ \ �� � ¢ � U ti � �— 1.0� \/ ! �-+ F > `� ra: � � � � W �, w � o � �� a a � I W w I / � 1.0' ��CEN7ERLINE (� � DITCH � � � �� CS� W F I �� �.o' � �8p/� � � ADDRESS MONUMENT ° /' � � � o.s' ( � w I � / '� � � ����\ t!j � r - - _ _ _ , � , , � ___� � / BUILDING SETBAqC � --I I ~ - - - - - - �i�j Roac waLL � \ \ - \ •- � / i � _ _ _ _ N . � � - - - - _ _ _ _ _ - - - _ _ R°q` w'°" � y G 9x1q � '0� � ' �0' .o� , 3 S ( TE COVERAGE TABLE . , • � — � � - - -! — — - - -� - - - - � _ i � , i i LOT 10 , BLOCK 2 � � � � � � �,��� � i O TOTAL 517E � 3o, �n� sa. Fr. CONCREIE DRIVEM/AY � � I � ) ��� \ I 1� PROPOSEDSITE AGOVERAGE ? 4821 SQ4 SQ. FT. � VAI L VI LLAGE � i / � � � i TH I R D FI LI N G � �n �� mGE � � IMPERVIOUS SITE CAVERAGE = 6557 SQ. F7. � , » � r - _ _ _ � POND , � I 1 2 2 r _ , _ � �s _o. MINIMUM LANDSCAPED AREA = 60% = 18, 582 .6 SQ. F7. � 3j,�, _ _�-0� �,}, �" / ` � � � � � � \ PROPOSED LANDSGAPED AREA = 18, q'7q SQ. FT. - 61X � � �' 'v b, �'aR , r _ _ - - � 1 � , .o• � � I n � � � ��9 � ' � t.o' �T� Q a [� 4" STONE� CAP 4' STONE GAP 3 � � F�i•� � � � SANDSTqNE r 324 � o SANDSTON � N �g 5p.�/ r- ` ` _ o� / `` � � � ` ` � � __ _ �.o' � � Q a (.� � 5" SANDIs�,ste� � LOW VOLTAGE � � _W I � o � o / � _ � J '�--� � \ � \ O W NUMB� � ROPE LIGNTS , . ` � _ _ 7 � � ' N � _+a� � � � -�— �$S � � � � � O I ' SAN TONE� EDGE N I" SANDSTONE EDC»E � �� � , � � � � 1� L � � � I _ \ � 25' � � � `— � Q� � STONE�ENEE{2 � Y STONE VENEER I � � � I I � � � =6��•�„ — — �\ � = _ w /1 � _ � ' + 9 � FINISH�D GRIr,DE 2 -0 GMU BASE � SR / 2 � I � ' � �8 OW i�� � � � - n/ �"� Q ^ � I CANGRETE FOOTING / � sy / .� / � � � I �5��` � � NOTE: ALL IMPROVEMENTS GONSTRUGTED Fi'� � O I � ADDRESS MONUMEN7 / ��� / 2' METER LOGATION I � � � a ry' � ON L07 20 A 70 BE REMOV�D AND W a W � SCIILE t/4' - I '—o` � / ,' / Q / � ry � �t � —� \ r /� � � ` � J � / �GSTONE ��� B�R �� � � � RESTORED TO ITS NATURAL GONDITION. � � � O � 15�'O� I � A) � � � / W 2•�� � � � IMPROVEMENTS INCLUDE DEGK, STAIRS � � � ��6`• ; 0 I � \ FLAGSTONE S7EPS, SOD, LAWN SPRINKLER � W � I , � , � a N PARCEL 3 � � � � �` � \ � SY57EM AND RETAINING WALLS. � � � � I � 0.476 ACRES / � � � � � / '� � ���E W� REMOVE FLAG570NE WALK N �i � z � I ( 20 , 734. 56 SQ . FT. ) / N; / ' - - , , _ � � I � � _ � - � FROM LOT 20 A �.,� ,� I / �ri � / �c � — "o � �j (� I � �I I �` - , � � / W � � � N I 3.0' � � � REMOVE STAIR LANDING .. � ���T ; I l � - _ , -L � J � � -� _ � � � FROM L07 20 A � I � mGE OF � W I 3 i / � � � r � � ` e--� I PAVEMENT � �,I i ;�� � ° � ��� ",�-° � � � � � � LOT 20 A p I ' � � � / M � N N � � �'� � PARCEL 1 � 2 I � I l _ _ � � �l � � / PARCEL 2 �'/ � ? � �� % � �;-- � /\ ? / 0.095 ACRES r„ / .� � ( 6 , 098. 4 SQ . FT. � , / � � '�== __ � �, � _ � � / _� 4, 138. 2 SQ. F . ) � � 4 � R�ST�NG SU/ ,;°� W I � � � STAIRS ' '� NOTE= EXISTING SETBAGK VARIANGE I � \SEWER L1NE ' � �L _ � / �pOgED g L�ll�� O(/ � l I I ,_\ ;f / ^ APPROVED SY P. E.G. I I � % � _ �ps � � - _ � -� r � � � � ` V/�DIIVG ��L E I � a I � '�\� �_ J�, L� 8795 � — — — ON 5/29/84. (ON FILE T.O.V. ) � COPYRIGHT � /SEWER MANHOLE � / � � / \� S 76'47�25" E _ I� � � NE � dq � � I STEVEN JAMES RIDEN � � ` � � ALA. ARCHITL'CT P.C. II � RIM ELEV. = 8195.6� i ' � � J J.O� I `� � 1 � I � � ` � , � I � ALL RIGHTS RESf.RVED � BASIS OFV EIFVA710NS \ / I \ CANT. � _ n � �• IQ(� ` Ni I � � _ ED� u► R�MOVE RE7AINING WALL / � T.O.W . 8202 O � . � S,�-� � � � � � � n ' � � FROM L07 20 A 'rwsuaaMtn-r, nam'`xemens ♦.w�smns�o-xFm, ns nr ` PSlAU1.ff.NiOF%tOFES51(NV�L I � I ry/ � B.�.W . a'1�� —(on -��`� \ �l$1-�N� � � I J SPRINKLER CONiROL � gxv�. �sn�excwm�vor p� � ' ^ /� ��p ry/ � p / � I � � t� p o�r � � j -�(ALVE �_ REMOVE LAWN .��„��.P.�_ �.,�,s�,o� p�I�W�HV JGI�AM / � � �M � I I � .��0/' /��� � STEVFN1RM60.111FN41R I � � I ` � ` ���� � �� , 5• -3��4��I R�� pVr��N � =� � � FROM LOT 20 A ;�:w:�,"�r°':°�ox�w�a°' / \ L� STFVFNJAMFS0.111F.V ' _ \ 1 C \ I � � � � � - � � � � � T.O.W . 8204' -6" � � -o' ,' �p / � � ,�� � �'�i� \ � REMOVE SPRINKLER SYSTEM =�'�_�^�^°��^uTM��,�x�r I � / / ` \� � ` l B.O.W . 8203' -0"� 2 . /� - L ' '� � \ \ FROM LOT 20 A �.s.��r�.,>��k�Er��sr���, �/ Fean�unuinrn+sm.rxirr WORK OF l H! DPn WIFCS. � _ ` / Il � \ TI�TTXOSESIpWVNERGCf � � - - - - - / � WATER FEATU�E ` � � REMOVE DEGK — _ _ _ _ _ � � n�ecuurx�crt�rzsia�uaeroxr / _ _ — — _ _ / — — — _ _ _ — — _ — — _ _ � � � � � � /� __ � _ � � _ � 1 Il \ \ /� � ro�menxcn n.cTxewxeen�x�r's � � , � � \ Q }{� pRfN'EF.'JMf , — — — S�" , _ — �/ \ � _ � _ _ _ — — — — — — — — — — — — _ J ^/ . _ ii I / - - - - - M/ N � � �, � _ -- --- ----- � � � ` - - - ' O - — - _�±—�- - -- -- - _ _ , `C � � o � � `W �ss0 M � - - - - y, _ ,�-- - ' � ^ C - = - - SUILDING SETBACK PROPOSED D00125 � W I S PROPERTY LINE (MATGH EXI P ED A DD I T I H ( C . T . A . P . ) PATIO � WALLS , F REGIRGULA7ING WATER FEATURE z � PATIO EDGE W ¢ Q w � � o �0-5 l �' ^ N W Q r�l F-' � � V� � Y�i � ✓ l � 14 15 ' � ^ � PROPOSED LANDSCAPE WALLS � o '� � F �-� '_ 2 W � � � H � � � �� � � � �� i � �� � � " 2 _ 2 2 _p � EXPAND PATIO � w o ' �' � a z � � � � � V a ii � - �-. � �,-. Z � � I _ � �0 w ,..7o d I npi � 1 p .. t� (J 11 I Q I I — O� ; i � 13 ;;, � �i° ^ � PROPOSED ROOF OUTLINE W � � v W i � mi rt) - � O Q � ' I �u � ' ° � WALL OUTLINE BELOW °' � � � � ,; SMOKE DE7EGTOR �, � � W i � ca � � qO � � PROVIDE WATERPROOFING w ; � � c�h NEW PROPOSED WALLS � SPA = E-� o : _ i � � i i ' REMOVE EXISTING SLIDING DOOR RECE55 �_`+ � W � ' � �� � ' T.O.SPA I6" A_ F . F. - - — — — — — — � � � , � ; i � 12 ;;; ; i WALLS TO SE REMOVED o I W I ��f� � � �� � � � � l ;�' � ' NEW WALLS - � -q v I „ � o a \���. I ' ii ' i �i �°" �0 � � ` i � ui � m 12�-7° - - - - - - - � - � - - -- � �' _ (V `�----- _ _ _ — - - --- -- - - -- - - - - - — - - — = =i =_ _i = _—' - - -r� - - - - I REMOVE DECK �- -- —___°-- � � - �=°°===�==_===�- - - -- - - - -- -- - - - - - - L — � - - - - =SAF�Y ��v4- �F� �R� FROM LOT 20 A � � � � L � ❑ � � EXISTING DEGK � I NOTE= GONTINUE EXISTING MONITORED FIRE i � Z � ALARM SYSTEM TO NEW ADDITION. � REPLAGE EXISTING SLIDING DOO S EXERCISE I I I � � WI71-I NEW WINDOWS � LIVINC, ��` MASTER BED1200M � I I � O � � � w rp�rt►'� <�,`' � � � m Q V� Ko Ge"`� I � � � l� � Q EXI571NG 3'-21�z" 5'-0" 3'-2Y2" � � n Q (7 � I 0. FP I Q ^ (� O � � � I ❑ I \ � � � � � — I - - - - - - - - - - - � - - - - - - - - - - - ` ❑ O W Q� _ bo° � ° q � - - � �I I` � - i i � i � �' p4 � � � �� � I I \ �� NEW PROPOSED WALL O �/ I 1 � � I � � � '� O I � � �I / / i i � � AND DOORS � �� � i � I � (3� ,�.� O � � �8 2 0 0 - 1 1 / �/ � � � �\ \ N O T E: M A 7 G 1-1 D O O R P A N E L S O N W A L L $2 0 0 - 1 1 � (/� � � / � � � � \ DBL. �N � / �. � �� �1 � � U � I � /�/ I I � i\ O° REF . OVEN � � � i i \ � � � — — — � 1�1 � � ,.� � I I � � � � � � I � L / /� / I I \ � � � � �/� OPE N i i � \ � � � L - - \ � N '�' � � ���� DINING � � � � � � / I I � � \ � I — � � � M a � � I I � � KITGNEN Q Q � � � � � i � � / � � � I I INTERIOR DOOR SCHEDULE � / � � i i � \ / �/ I �I'�ASTER GLQSET i � # ROOI'1 TYPE JAMB NINGE W x 41 REMARKS � I � / � � � \ / I I \ - � � � i x / � � I I � \ � / / i i \ \ \ \ i I i 1 Exercise (2)SG 5 I/2 < ) 5 -0 x 7 -0 custom verify O I W � / / I I \ � \�<� i �p ee� i \)� � 8��/� -5t' � L - - - - J fY Y m6 Patel door'. Z � I • . � � • / � - - i - - - � NOTE: Veri st le to match exist' a I Q � � -� � EXTERIOR DOOR AND WINDOW SCHEDULE J a / /� / I I \ � � � �� 81 ' -O° � I \ I ft ROOP1 T(PE NINGE SILL NT. W z N REMARKS � / � I I � \ �dfl$ Dt� � �I l i I � �/ � � � � � \ /� � $ �'��� -llx I I I 1 Livin9 (2)Cax < > 2'-0" 6'-O" x 5�-0" I � I � � � � 2 Living Gaee Rxed 7'-b' 6'-O" x 5'-6" C COPYRIGHT � � � � I 3 Livine (2)Gox < > 2 0 6 O x 5 0 � / I I � \ � / ��'G� STEVEN IAMES RIDEN � - - u — — _ \ - - - - - � i � � � � J 4 Living Coee Fixed 7'-6' b'-0" x 5'-6" A.I.A. ARCHITECT P.C. — — — — — — — — — — — — — — — — — — POWDER I I I I 5 Spa Full Lt. Right 3'-0' X 6'-8' ALL �uGHTS 2ESERVeD � � � � 6�/ Spa Cax Fixed 7'-6" 3'-0" z 5'-0' I DECK I I I / / �/�/M �2�� C � � �O b �O X S �O TMKDOCEMEtt, AI+I� nIF. nlE�S � 1 • 1 � 1 M ( I / / �NUDFSN:�SIIfR9X. A5�1N I I � 5 �.f�1� r ��(W 7 �b � �Q x 5 -6 INSTRUNENTOFPRaFFSSION.�L I / M 1 11 1 ■ 1 � SEH�lLE. 6lHCPROITATS'OF r— SiEVEH1.�ME$AIOGKAIA. ° � � � 9 $pa Caee Rlght 2'-0" 4'-0" X 5'-0" �oi wTia�caxrexrwirxou I � � j 10 5 Gax Ri �'d 2�-O" �}�-0� X 5�-0� nrewsmzunirnuavwnoNOr � � ss.viuiwnn'sv�ce� I � � 11 Living (2)Gax < > 2'-O" 5'-6' x 5'-0" verify I I � � �cae+mncroasxnuixuzuuc�av � 12 Living (2)Case < > 2'-O" b'-b' z 5'-O' verify PlSPECf ANO 5110.V EY EXRTIHG �YLLUI"ONUIf10\STO VFRII�Y I � � 13 LIViIIe �'1�Cp9C < ) '1�-0° 5'-b' X 5�-0� Yd'I}�/ rxernwsesxownuri.MCr � � I 14 LIYiYI� �2�Cq9C C ) 2�-ON 5�-b� X 5�-0� y�jfy womcoxmeuxnwwcs. II /� 'rxECrnrxnerox s'w.�aeeoar MA t-1 � S l..K I � � 15 Living (2)Case ( > 2'-0' S'-b' x 5'-0' verify �,������.�:���5 \ � I I I "`�'"° L I � i I I I NOTE: Verify door height to match eziatmg door�. I 2 I I I NOT'E: Sill height ia from top oF finiahed floar. �w�e.- T�.} � � BEDROOM #2 I I O � N07E: Re: sheet A5 for window elevotiona. NOV. 28 2005 D�TF f ((EV�$�piYOAIF ' IiYIiIAL - KA S URV CK i i ; sa #2 A R L I I I o � I JAN. 13, 2006 TH _ _ _ _ _ _ _ _ ( C . T . A . P . ) MATFRIAL C�-IANGE 2 MARCN I , 2oob TN � q � 15 -� i i � i � RE : ELFVATIONS � ii i i i i ii ( C . T . A . P . ) REMOVE STAIR LANDING i � i STONE VENEER PROPERTf LINE � I ( G . T . A . P . ) NEW METAL RAILINGS � _ _ _ _ _ _ _ _ �� 3'-6� J i BUILDING SETBAGK - DECK � � • MAIN LEVEL FLOOR PLAN i i I � � � SCALE 1/4" = 1'-0" 2 � m � � � I r I"IA N B WN ' ECK � s :�2 3 : �2 � i I I 1 � WO R L G ) i � i � A1 R OUTLI i I I � GARAGE OUTLINE � �- - - - - - - - - - - - - - - - - - - - - - - - - - - � NOTE: VERIFY DISTANGE OF GRAWL SPAGE WALL � � FROI'1 EXISTING FOUNDATION (1 : 1 SLOPE MAX . ) F, ROPOSED AD� TION � F U � F 31 ' -$�'z" b'-O�ib" x U M / a� a� L� ¢ 30'-�1' 5' -4�i�n � Q w �— — — — — — — — � 5'-O" 24' -�� " � � O ry— I, � ^ N � Nt � f'� ' � CI� r�C �O N � F W � oov F I w I � � WO � Z I V I � - PROPOSED WALLS Q � � �+ Q � ��� � I I v' _�'<p � I z ��,.,�✓ MOKE DETECTOR I'� WALL TO BE REMOVED z w ,.�o ¢ `9 O a ^ U U U [R� � a I � Q �aA(��d�'1 � I i � W o > ," � \ v N N /�- � � ` 7a ¢ ( I 3 3 ! ^ ST012AGE �NON. t1�r�� Q�o�� - - � W � , ,�_�,_ _ ,� o I a � � ` , � b 1 q 2' -2" �L= - _ _ _ v�1 x U u �� � � � o � i I ,�� � !" SPA OUTLINE ABOVE m ° \ � — I � / - -- - -1- - - - � � — _ � - - - - - - - - - - I � 5'-4��" 9'- 10�• I I � MEGNANIGAL REF . I I � ❑ SKIROOM � � GARAGE BEDROOM #4 ; a I I 0 � � � � I BATI-I #4 � � — w a � � � � I STORAGE Q O � � � O w W o � - - - - - - - - - - - - � � o � I - - � � � Siqi ' -6° w � ( - - A � � — � � p4 � 0 � i � � � O I I I I STONE VENEER � Q� � U I SEDROOM #5 O I I ►�/� � '� � � BATN #5 I ri{ � I EN7RY '� '� � I o � 81q2' -2' ENTRY I M a I O I o UP � 8192' -O" I � � � _ � � � I I$ 8191 ' -6° F-+ � � STORAGE a I I I I II Q- - - - - - - - - - � FLOOR OUTLINE ABOVE � � O O � DECK OUTLINE ABOVE Cj � / QC COPYRIGHT STtVEN JAMtS RID�N \ / BATN #3 A.LA. ARCHITF;CT P.C. � � O / ALL RIGHTS RIiSF.RVIiD � / / � � MIDESpQ6 PRµD�^OFAS ` ' — — — ( G . T . A . P . ) MATERIAL GI-IANGE "s'�"�"`°""`"'"'�""` � � SFAV EISTHF.VROVERTYOF � \ � / / � s�svtsunwaamr:u�i.t RE • ELEYATIONS "��R"`P` "�n's ��"�p` � / us�nwwxw_coaenxrwm�arr � i W TNE W WTEN �LTNORI]ATION Of / � SIEVFlII/.Eff5R1UE\ � � , _ ❑ _ , � ' � 819 -7° Q TNF COPTIUCIIM SI W.I.T11030LCJII.Y IYSPEI,TANnSURVfYE%ISTING FGW)IXIXDf�NIK5IY1 VFA14ti � _ _ _ _ '____ � -� 0. STONE VENEER �,., ,,,,�„„�., aF,, t�, /�' � wOR[ONl1i1:IMWIM:S. I `/ � � �� \ I�IECpY'fR.�CT(RSIIAI.I.0.E%%tT � RNT VAq�pil(1VSq[UISCIIGPA\CIFS 'tti�w�t►�b� �-F�4cr.4- k�.f BEDROOM #3 ,�TM• ,,��mm�����U�� vancssm�r. ��� 'OX i� �{�— 1�� Y/V� � . . DMWNNY: T�„I //w` / �re NOV. 28� 2005 - ._.✓ x PEVISIOFDwTE AITIN. � " � $ 8189' -0" 1 JAN. 13, 2006 TN 8188' -6 ' 2 MARGF�I I , 2006 TN PROPERTI' LINE I SUILDING SETBAGK . I GARAGE LOWER LEVEL FLOOR PLAN $ 81�' -°" I SCALE 1 4" = 1 '-0" / A2 s o / � - - - - - - - - -� / � � � � / I F U // — — — — — — — — � w I F x Z a PROPOSED ADDITION � REPLACE ROOF I I A w � PNASE #2 � � � � o I � x � W � � � � F -/ I I I v� X .� N F W � � a F. � � REPLACE ROOF � � W � °� z PROP ED ROOF EAVE 8218' -2 1/2" I � ° � PNASF #2 ( ¢ � " ° I .., w � z w ,..7 0 ¢ iv �/ o • � n� I Z � � �- a � _ _ _ _ _ _ � _ / ' . � N , W O � I I — — — — — — — — — — PROPOSED EXPANDED ROOF I � a ¢ � — — — — — — — — — � PROPOSED BUILDING OUTLINE ( W � � � � � I I � r� � a I I � WATERAROOF DECK w I I m 2�-O�� N I I I I N I ( � W N � BROWN ' S DEGK � � I . � _ EXIS7ING i200F EAVE 8216 -3 3/4 � ( WOOD RAILING ) I I - - - - - - - - - - - - - - - - - - - - I ' REPLAGE RODF I I II i i — — — — — — PNASE # 2 — _ I ( EXISTING ROOF OVERNANG � _ -- -- - -- - . - - - - - � � — — J � I I EXI571NG BUILDING OU7LINE I / � � \ I I C7 L �- - - - - - - 2 - - - - - - - - - - - - L � � J 2 I a � ° � � I REPLACE ROOF N I �+ I I � P�-IASE #2 � � I � � I I I REPLACE ROOF Pa-IASEG#� ROOF I I �.I.� � w�' � I I P� ASE # 1 2 � Q Ox w � I I I- - - - - - - - - - - - - - � 3' � � O I � I N N N N � � �aa I I N N REPLACE ROOF ^� N � 2 N � W q a � I I P N A S E # 1 I CL, �i p� � O I w # � � ''� a I I I REPLACE ROOF U � � d � I I PI-IASE # i Q � ,� W � � � � "D• i � i � i � I .. ����''"" I ^ (L Q � � 2,_b� � / \ / \ / \ _ _ � � � N a � I � - - ` _ — _ � M � I o � � I �. - � � � � � � - - - - - - - - - - - - - � � � � ? „ , � „ � � I I x / \ / \ / \ I 3 : 12 I O I -� I I 2 2'-O�� I I 3: 12 3 : 12 I � —7� � I NOTE : C� PNASE #2 ROOF REPLACEMENT � — — — — — — — — — — — REPLACE ROOF I — � ROOF I"fATERIAL TO I�'fATCN CQCOPYRIGHT STEVEN JAMES RIDEN A.I,A. ARCIIITECT P.C. �- � ^ I 1 ALL RIGHTS RESER VEU P ASE # 1 PNASE # 1 - ��� �, ay � I � 1N131%%:EMFhT. AAI)TNEIDERS ° REPLACE ROOF ° ��5� � .���T�.=„,,,,,„ q=.. IfiSIAIIMFM(M PRUFCI]IUVA�. �' I PNASE # 1 '� � I I � �� � SLRYt[F, LSi11GYXOPEMTTOF I C�A rtc� 00 % N � ���,,,.�.��: , �.�. Q nncNUtt� vc_. evnrsrxmnxt I � :,n ? : In uunmwxo�t<�xrnxrwmrzHn G ..l G n'ewiuntn �urxnwam��' � _ � I / SIkYfY1R11E5R111FN I 'ff1EPLHfXACI'ORSIWLTqftO1:G11LY R�SPFATA'MSI:RYfYEI[ISfIHf / FlJl.pfbNUR10f�STO VFRIFT I TNATl11pqE5HUWNRkF1.EC'! I . / WORKONINILUR.�WIrvLS ➢IEI}Pl1R.�CfUR ]Ilpll.RFIVRT \. DEGK I I , A'�TV�91RTqt60RO6�EYAN(:IF3 IIITNE.�XLNIiFlTBEFONE i� � PROCEIIMI:G 2 -o � � ( G . T . A . P . ) RFPLAGE FXISTING GUTTERS � � " � � I AND DOWN SPOUTS W/ 5 " NAL� �"W�tl' 7" MATC�-{ BRQ N ' S DECK °�° � � � ROUND COPPER GUTTERS AND �•��NOV. 28, soo5 � I lwY 2� -0" II 1 JAN. 13, 200b TH ( WOOD , �RAILING ) Q 4 ROUND COPPER DOWN SPOUTS ,�� I o° 2 � � � - ' W ITN �IEAT TAPE 2 MA12GH I , 2oob ,-+� � I Z � � KALKUS RVED DEGK � N , — I - 0 ( META RAILING ) w � � L _ ,� — I � 2' _On �°n PROPERTY LlNE j � OU � HUILDING SETBAGK L- — _ — — � I I SUILDING FOOTPRINT o . N DEGK I I I I ROOF PLAN 2 REPLACE ROOF rii 7 � SCALE 1/4° = r-o° ; 2� _0�� � P�ASE # 1 � A3 ' I MATG�-I 8 � �OWN ' S DFCK 3 �2 m I WOC�D RA I L I NG ( � � � I � I � 2 �0 � PROPOSFD ADDITION ON SOUT�-I FLEVATION MA � 8 WN EGK F WO R L G ) x z � a W ¢ Q w PROPOSED EAVE 8218' -2 1/2" �, � N o �, � F I v] x o � �._. L EXISTING EAVE 8216' -3 3/4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Wm � � � � . � W o �, z � V U � .-� �2 12 �' u. ,� o Q 3 � 3 � o - � � ¢ � zF , � a -- W �, W - - - ---- > � � a \ - - - ---- - � f7a w 2 H o I � x — W I"lA N B WN ' S EGK � � � � , � W RA G ) � _ , � ii \ �_ - . � MAIN LEVEL 200' - 11 " , , - - -- � z , ' – - STONE VENEER �a-+ � � i � � . '� - GUT 570NE GAP � � M� � ; o w � a � � 2 n � ' ,� LOWER LEVEL 8192' -2" _ � _ _ _ _ _ _ _ _ _ m M--1 0 � � � - - - � xW � KAL S VE ECK F L7 ( G . 7 . A . P . ) METAL RAILING � � � O ,� GARAGE LEVEL 8188' —O" FINISNED GRADE W � aA A � - - - - - - - - - - - - - - - - LEVATION � aa ° ( G . 7 . A . P . ) MATERIAL C�-IANGE � W ,_., SCALE iia�� = r-o° STONE VENEER ( MATC�-�I EXISTING ) � � � �U ocr�iort s►aennnair� � � h r�-i INFIL7RATION BARRIER N �j � sTOrrE vra��z M � STONE VENEER 5 I/2' STUD WALL GLAD WINDOW UNIT HEADER RE. STRUGTURAL SEAII�NT AND BAGKER ROD � 5/B' 4YPSUM WALL BOARD � W/ VAAORBARRIER 5�,�,� ,�,NO � ,� �� F,�S,.,,�,,� ( G . T . A . P . ) REPLAGE EXISTING GUTTERS CUT 5TONE NE4DER z� STONE SILL AND DOWN SPOUTS W/ 5 " �ALF O Aµ6LE IRON ���K ���� F��,�OPI SARRIER ROUND COPPER GUTTERS AND '� SEALANT AND HAGKER ROD EXTERIOR SHEATFIIN4 GLAD WINDOW UNIT STONE SILL , 4 ' ROUND COPPER DOWN SPDUTS 5 I/2 STUD WALL STONE BEYOND �,� ,.p„ ,� � g,u W ITN NEAT TAPE , _ � � �i� z — — — _ PROPOSED EAVE 8218 2 1/2 � (VFRIFY) STONE VENEER J LQ' COPYRIGHT 1 HEAD ( STONE ) 2 JAMB ( STONE ) 3 SILL ( STONE ) _ _ ___ _ — _ _ _ _ Exis-nNG Ea,vE s2i6� -s sia" ,, AIAFARCHTF,CT' P.C. I ALL RIGHTS RF,SFRVF.D SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" — � � � T � I � � � � — � � I I nnsazFCm+r. e�uix[mews ♦ND UlSIGNS ITYftFIY. AS�N � � I I RlSTllllFMDFPROFFSSIOP'RL $PAVICF ISTIIFPRUPFRTYOf 12 I I STlVkV IAMFlR1OEY AIA- ♦&CW'IFLI PC_ TN06 AUI 10 bk 2 O I I L'SF]ILNWIIOLkONPAHTWIiIWIR THE Wltll"IF.N AN1bRRATq\UG II I STEVtYlA1.R5Rlllk?l II I iMkCONIA.�C'qMI5HA1l.THOPOUGHLY PlSPfLT.�NV]UN\'I�:Y[1[W'TIK4 II I PCIIUCOHORI{NSTO VERIFY ^ / I I I TNAi THOSF.SHOW V RF.fLECI _( , ` WOXKONTHFIM/�WIN4S. J�/ I I I MT .�RI.�TI�S�ORUYFEP.�V[ICS `` I �_�, �__� �_ ; I mot F.�ixwmc-r n�rae — � r i— � 1"IAT B O N EGK � i i ii � � ii i� ii � � ��� ar r+� ( WO ILIN , ' _— � � � � � � DA,�: NOV. 28, Z005 � � I� I I a nev�sron uwre w�nu. 1 I �� I I �� � �� � � I � i JAN. 13, 2006 71-4 I �� I I �I � �� I I ,� MAIN LEVEL 8200' - II " � I� � � � I iI+a- III I 2 MARGN 1 , 20ob TN - - - - - - - - - - - - - - - - ---�---- ��1�IL--�--J�LJ �2 3 � � i � , � � ; � �� i � i � i ,� LOWER LEVEL 8192' -2" _ _ _ _ GARAGE LEVEL 8188 -O � � — ( G . T . A . P . ) MATERIAL G�IANGE , GUT STONE NEADERS WEST ELEVATION STON E V EN EER ( MATGN EX I ST I NG ) A4 FINISNED GRADE (FIELD VERIFY SIZE) SCALE 1/4" = 1'-0" P OPOSED ADDITI N � F U w F '�'. _ � � U a w Q Q w � (C . T . A . P . ) REPLAGE EXISTING GUTTERS aN � PR - AND DOWN SPOUTS W/ 5 " �ALF �, XmN � �2 , „ ° 2 RDUND COPPER GUTTERS AND m � � � w m a �, Facis iNG Eave a2i6 -3 sia _ _ _ 4 " ROUND GOPPER DOWN SPOUTS � W ° �' z ' � � � � WIT�-I �-IEAT TAPE �' � -�� Q O � � U d °� z E-� > `� W. 12 ' o � W °' W � 2 �JQ�'" � °" ¢ �r�- w 0 � 2 � � W � - - � � � W , � , � � � � � ; � � - - � � ---- ; � MA BR N ' S ECK � i � i � i � i � ; . �3 �2 � � / _\ — � � LI \ � � i � i � i � J . . , �. , � i � i � i � � _� -- ,� MAIN LEVEL 8200' -11 " � — _ � . _ Ur z � a FINISNED GRADE � � � � � � � EXI571NG GRADE \ � � ' � � I � ��T � � l\ NOTE: VERIFY FOOTING DEPTH UNDER SPA � ^+ Q� � � � Q p �,, � 2 2 - � � O c� W o ,i LOWER LEVEL 8192' -2" � � � - �p � — — — — — �1 ` MA B OWN ' — ECK — — — — H° KA ` S C VE DECK — — � � � Q ?/��� � G � A R I N w Q � GARAC,E LEVEL 8188' -0" � � � � � - - - - - - - - - - - _ _ — - - - - - - - '� - - - - - - - - - - - - - - - v� � � o EAST ELEVATION . T . A . P . ) METAL RAI LING � W � U SCALE 1/4" = 1'-0" � � � � � N x � � M a � �i .--� E"� PROPOSED ADDITION � PROPOSED ROOF EAVE _ _ PROPOSED EAVE 8218' -2 I/2" CQCOPYRIGHT STEVEN IAMHS RIDEN A.I.A. ARCHITECT P.C. EXISTING EAVE 8216' -3 3/4" ALL RIGHTS RESERVED misoo[xMVrt. ��unm'�ocvs /�NDO6ICI�SIff,qF.IN. �SAN INSIRUMENTOF PRIIk}SSIDN�L SFR�l4_ ISl11f PIIOPFATV OF '- - SiEVEA I.�MFS 0.NIiP A1 A. �RC101ECT!C, ANp IS NOT i0 NF. U$lblR WNOIIqtPA1l1'WITNUGf T{�WRII'IkT'ACi110M1VAl'pFDF $1}lYFA1AM4$ µ1IMT � 4�CQVlRA(-11HI5lW.L LNUkUUGNCY p$PFII G��SpRVGY F.%ISTI� Y411O WNDIIIOHSIU VFHIYY � � TNATTHOSF:SNON'N IIlRER WOIIXMIINEpR.�WIKK:S O � O � O ANY(VMIA9N]YSOROISCR[PANCY6 TOTNEMfHITriTtlFfOXE rPROCEmRi: � � � � � � � � � ' � DPAPTBY: TT � � � � / `\ � � � i � � � ` , /'')p /�/�/� IO / MTE NOY . GV� GVl/J � 0.lV�90VO.�lF. Mm.V. � % � � � � � � �\ � \ / � � 7O 5 � � 3O � �OI � � 15 � � �4 1 JAN. 13, 2006 7N 9 2 MARGN I, 2006 7N MAIN LEVEL 8200' - 11 " PROPOSED MAIN LEVEL ADDITION FINIS�IED Gi2ADE MATGI-I EXISTING MATERIALS (7YPIGAL) EXISTING GRApE � MATGI-I EXISTING DOORS AND WINDOWS (TYPIGAL) (C . T . A . P . ) REPAINT WOOD SIDING SOUTH ELEVATION A� SCALE 1/4" = 1 '-0" _ _ _ _ _ _ _ _ OESIGN CRITERIA� Kalkus Remodel ,lob �i05o8-02 B. Goble-end walls shall be bolloorframed to the bottom of rafters or end- wall trusses 2003 IBC FASTENING SCHEDULE ( TABLE 2304. 9 . 1 ) unless approved by engineer. Roof Live Lood (Snow) - - -- - --- - - - - - - - -- -- --- - ---- - - -- 100 psf C. Floor or roof frami�g members must be aligned to beor within 5 inches of the studs Roof Dead Load - - - - - -- - ---- - - --- - - - - - - -- - -- - - - - - -- 15 psf beneath. Floor �ive load ----- - - - --- - --- - -- --- -- -- - - - - -- - - - - - 40 psf D. Provide 7/i6" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1 , at CONNECTION FASTENING °• '" LOCATION Floor Oead Load - -- - -- -- - - ------ - - - - - - - -- - ---- - - - 30 psf exterior face of exterior walls. Bbck oll horizontal joints and nail panels with 8d nofls >, - 100 sf spaced ot 6" alon onel ed es ond at 12� alon intermediate su orts. 1 . Jolst to slll or girder 3 - 8d common toenail I �^ . _ � . ' Deck Live Lood -- -- - -- - - - - - ------ -- - - - -- - - -- - - --- - P 9 P 9 9 PP 3 - 3" x o.t3t' non A B B R E VI A TI 0 N L � J T i , Deck Deod Lood - - - - -- - - - --- - -- - -- - - -- -- --- --- - - - - - 15 psf E. Provide (3)- 2x10 headers over oll door o�d window openings, with one 2x6 trimmer and 3 - a' 7a gaqe stople �- I �nd (3 Second Gust) - - - - -- - -- - - - -- --- - - - - - -- - --- --- 90 mph (Exp.B) one 2x6 king stud each end, unless otherwise indicated. - =4 � ' Seismic Design Category - - - - - -- -- - -------- -- --- - - --- - - - EXEMPT F. At beom bearing locotions in stud walls, provide multiple-stud posts equal to width of 2. Bridging to joist 2 - ed common toenail eoch ene T. z ' IBC/IRC Edition - - - - - - - - 2003 bearing member unless noted otherwise. 2 - 3" z O.i31 ' nou ' 2. Interior Lood Bearing Walis: 2 - 3' u gage ntopie A.B. ANCHOR BOLT �JNDATION DESIGN: A. Interior lood beoring walls are 2x4 or 2x6 studs (as indicated on plan) � i6� o.c. with 3. t " x 6' subfloor o. leee to each jo�st 2 - 8d canm«, fo�e noa A.F.F. ABOVE FINISHED FLOOR a. Design of individual and continuous footings is based on an assumed maximum allowoble bearing 1 /2' gypsum wallboard both sides unless noted otherwise. Cap with a double top plate 4. wider thon t" x 6' eubNoor to eacn p�st 3 - 8d canmm tace nan A.F. G. ABOVE FINISHED GRADE pressure of 1500 psf (dead load plus full live load). installed to provide overlapping at comers and at intersections with other partitions. If 5. 2" aubfloor to }olst or ghder 2 - tsd canmon b��nd and tace nail ADJ. ADJUSTABLE b. Foundation and retaining walls have been designed using an assumed loteral pressure of 45 pcf. overlap is not possible, strap top plates with metol strap ties (Simpson 5T292 or 6. Sde piate to joiet w blocking i6d at ts' o.c. typica� foce nan ANCH. ANCHOR c. Footings sha�l be piaced on the notural undisturbed soil, or compacted structurol fill per the equivalent). 3" x 0.131 ' nail at 8' o.c. APPROX. APPROXIMATELY recommendotions of a geotechnical engineer, below frost depth. B, Floor or roof framing members must be aligned to beor within 5 inches of the studs 3' 74 gage staple at 12' o.c. ARCH . ARCHITECT d. Provide continuous foundotion drains around the perimeter of all bosement walls and at the base of beneath. BD. BOARO retaining walls. Contact geotechnical engineer for details. C. Provide 2 - 2X10 headCrS OvC� UII o enin S in w011, with Or1B 2x4 O� 2x6 trimmer and 0�6 �e plute to joiat or blodcing at broced 3 - 16d per 16" broced woll panels BLDG. BUILDING � F e. Provide crawl s ace ventilotion er IBC IRC re uirements. � � P 9 wan ponei � p p / q 2x4 or 2x6 king stud each end, unless noted otherwise. (a)-3' x 0.137' naN Da �6' BLKG. BLOCKING a' � c� ' f. A representative of the geotechnical enqineer shoil verify soils conditions ond types during D. At beam bearing locations in stud walis, provide multiple-stud posts equal to width of (4)-3� 14 gage ataple per t6' excavation. Because geotechnicai informotion was not ovailable at the time of preparation of the bearing member unless noted otherwise. 7. 7op plate to etud 2 - t6d c«nma, ,,,d „Qa BM . BEAM � Z � � � construction documents, we have used ossumed values based on similar sites in the orea. 3. Floor Construction: 3 - 3' z o.t3t ' nan BOT. 80TTOM U � a o � o� Construction of the foundation may not proceed without verifying these vaiues. Report any A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1 . 3 - 3' t4 qage atoo�e B.O.W. BOTTOM OF WALL discrepancies from design assumptions to structural engineer for re-evaluation of foundation design. BRG. BEARING ? � �'' U � � g. Backfill oround and obove structural buttresses and retaining walls sholl be compoction - tested per Glue and noil panels to all supports with 8d nails spaced at 6" along panel edges ond at 8. Stud to sde piote a - 8d commm �°e"°�� CANT. CANIILEVER O Z O � � 12" alon intermediate supports. Install sheathin with lon dimension er endicular to 4 - 3" x O.t3t ' noil (n � � rn rn the recommendotions of the geotechnical engineer. 9 9 9 P P 3 - 3' ta qage atapie C. J. CONTROL JOINT � w �^ joists ond end joints staggered. CMU CONCREIE MASONRY UNIT Z Q' � � r� x ' REINFORCED CONCRETE: B. Provide sotid blocking between floor joists at oll bearing locotions. Blocking material shall match the floor joist moterial. 2 - 16d common end noA CEM. CEMENT � •� o � ,.� � 3 - 3' x o.t31 ' nou CLG. CEILING J 7> °u J `�" 4. Roof Construction : N a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as 3 - 3' ta gage stopie C� CENTERLINE � � , adopted by Chopter 19 of the 2003 IBC. A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure t . Install b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. sheathing with long dimension perpendicular to rofters or trusses and end 'pints 9. Doub�e Studs � 6d ot 24' o.c. face noil CLR. CLEARANCE (n '� sta ered. Naii with 8d nails s aced at 6" alon and ed es and at 12" alon 3" z O.i3i ' nai at 8' o.c. COL. COLUMN Z � c. Concrete shall be proportioned using Type I-II suifate- resistant cement. Admixtures containing 99 P 9 P 9 9 3' 14 gage stapie at e' o.c. CONC. CONCRETE � � ao rn � chloride salts sholl not be used. intermediate supports. U N ,� ,� � d. Cold weather concreting procedures shall be provided as recommended in the ACI Manuol of B. Plywood sheathing shall be applied continuously over the primary roof inembers t0. Da,bie top p�atea ted at te' o.c. typ�crn face noA CONN. CONNECTION � ,D o, � ' Concrete Practice. (rafters or trusses) below overframed areas to provide adequate lateral stability. 3' x o.t3i" oou at t2' o.a CONT. CONTINUOUS � � � � � , e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. C.Provide wind/seismic anchors at supports for all roof joists and trussed rafters. 3' 14 gaqe staple ot 12' o.c. CONST. CONSTRUCTION � 3 f. Expansion bolts sholl be located at a minimum of 6 bolt diameters from concrete edge ond spaced See nailing schedule. C.P. CRIPPLE POST � � � °' °' ' at 10 bolt diameters uniess noted otherwise. D.Provide solid blocking between roof raftere, trusses and lookouts at all bearing �oubte top piatee e - t6d canmoo �aD av���a � m �o x ' locations. Blockin materiol shall match rofter, truss chord, or lookout material . tz - 3' x o.t37 ' nan C.W. CRIPPLE WALL � ' g. Anchor bolts for wood sill plates shall be placed at 4'-0" moximum spacing with one onchor bolt 9 12 - 3' 14 gaqa stap�e t�picd toce nan DBL DOUBLE Y N a > �v at 12" from each end or corner and a minimum of two anchor bolts per piece. 5. wnd Bracing: DET. DETAIL ' h . Concrete floor slabs on rode and on metoi deckin or I ood su orted b fromin shall have A. Walls over 4 feet long which are sheothed with gypsum wallboard on both faces and are 11 . Blocking between �oiet w rafters 3 - Bd c«rxn«i �oe^cn 9 9 P � PP Y 9 indicated as shear walls on plan have been designed to resist wind forces in accordance to top piote 3 - 3' x o.t3t' �o�i DIAG. DIAGONAL sawn or tooled control joints at a maximum spocing of 15'-0" in each direction. Locate control with Table 2306. 4. 5 of the 2003 IBC. 3 - 3' ta qoqe staple DWG. DRAWING joints along column grid lines where possible and provide slab isolation joints arounC columns. B. At shear walls, screw 1 /2" gy�sum wollboord to all studs ond to top and bottom plotes 12. Rim )oist to top plate 8d at 6' (752mm) o.c. toenail DWL. DOWEL i. Concrete coverage for reinforcing steel: 3' x O.i31' nail at 6' o.c. EA. EACH ' 1 . Concrete cast against and permonently exposed to eorth: 3" with $8 x 1 1 /8" drywall screws at 7" maximum spacing. 3' 74 goge etopie ot s' o.a E. J. EXPANSION JOWT ' 2. Concrete exposed to earth or weather. C. Exterior plywood or O58 wall sheathing is required unless speciflcally deleted by engineer. � �, 13. Top plates, laps and Interseetbns 2 - t6d common face na0 ELEV. ELEVATION ', A. ,�5 bar and smaller 1 1 /2" ' e. �6 through �18 bar 2• I�AMINATED WOOD DECKING: 3 - 3" x o.t3t ' non ENG. ENGINEER � 3 - 3' t4 gage etaple EQUIP. EQUIPMENT ', 3. Concrete not exposed to weather or in contact with ground: a. Decking sholl be the species, width and thickness indicated on plan. 14. C«,tinuws heaeef, t.o pixea isd common 18' o.c. a�on9 �9� EQUIV. EQUIVALENT � , A. Slabs, wails, joists ( �11 bar and smoller) 3/4" b. Grade shall be "Decorative". �s. cenmy p�gis eo e�ate 3 - ea canmon toenaii EXSTG. EXISTING � 8. Beams, columns > > �2� c. Coordinate face pattern, texture ond factory �nish with architect. 5 - 3' z 0.� 3� " non (E) EXISTING F--1 REINFORCING STEEL: d. Decking shall have heavy tongue and groove ends and edges. 5 - 3' 14 yoge etaple EXP. EXPANSION � e. Ail pieces sholl be certified by an independent inspection ogency (TECO or SPIB). 76. ca,t�nuoua header to etua a - Bd canmo� toenau EXT. EXTERIOR f. Laminating adhesive shall meet requirements of ASTM D 2559-66T, exterior woterproof type. 3 - t6d canmon m�n�mum, 7aDie 230e.7o.a.7 foce nan F.D. F100R DRAIN ' o. Detoiling, fobricotion and plocement of reinforcing steel shall be in occordance with the ACI Manual Moisture content of wood shall not exceed 14% maximum ot the time of manufacture. Protect �7. Ceilinq ptets, iapa over partions a - 3' x 0.� 31' nail of Concrete Proctice. See Sectior, 2308.70.4.7 , Toble 2308.to.4.t FDTN . FOUNDATION ', b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification decking from damoge or exposure to excessive moisture prior to and during construction. � � ♦ - 3' 14 gage atapie ' A615 and shall be rade 60 exce t ties, fieid bent bors where ermitted b note on lan, or bars 9• Apply decking in controlied rondom lay-up according to the manufocturer's specifications. Nail 3 - t6d canmon mmimum. Toble 2308.t0.4.1 toce nan FLR. FLOOR � �1 9 P P Y p eoch course to a su ortin member with two nails. Each course should be toenailed to the t8. ce7mg Joists to parollel roftere fRMG. FFtAMING � V 1 ', to be welded, which shall be grade 40. PP 9 � 4 - 3' x 0.� 3t' nou c. At splices, lap bors 44 diameters. Do not weld or use mechanical splicing devices unless tongue side of the adjacent course ot an angle of approximotely 45 , starting within one foot of (See Section 2308.10.4.1 , Toble 2308. �0. 4.1 ) 4 - 3' i4 gage staple fTG. FOOTING specifically approved by engineer. the end of each piece. Toenoil at 30' centers, staggering locations in adjacent courses. Use 3 - ed c«nmm toenail GA. GAUGE r�, Q � � d. At corners, moke horizontal bars continuous or provide comer bars. Around openings and steps in nails of the size Iisted in the following chart: t9. Rafter to piate 3 - 3' x 0.13t' nan GALV. GALVANIZED p�•6�� r � concrete, provide ( 2)- /{5 bars extending 2'-6" beyond edge of opening or step. (see Section 2308.70. 1. Tabie 2308.1o.t) GEN. GENERAL � O h+i � � 3 - 3' 14 gage etaple e. Extend reinforcing steel a minimum of 2'- 6" through cold joints. Unless specifically located on Toenailing Along Courses: Foce Nailing to Supports: G.L GLUE-LAM 20. 1" diogonol broce to eaeA stud and plote 2 - � °Of"�"O^ face no� ALL LUMBER CONNECTORS IN DIRECT � plon or detoils, coordinate cold joint locations with engineer. 2 - a' x O.t3t ' naii CONTACT WITH PRESSURE- TREATED GYP. GYPSUM GYPCRETE � f. Welded wire fabric shall conform to ASTM Specificotion A- 185. Lap welded wire fabric a minfmum $d O 30"" o.c. for 3"" nominal 20d for 3"" nominal 2 - 3` 14 qaqe stopie HDR. HEADER O � � of one full mesh plus two inches. Laps shall be wired together. i6d � 30"" o.c. for 4"" nominal 30d for 4"" nominol Z� , t • x 8' aheathlny to eacn bearing wau 2 - 8d c«nmon fOCe �aii LUMBER SHALI HAVE A SIMPSON ZMAX HORIZ. HORIZONTAL � ' g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson " or approved equivalent adhesive 16d O 30"" o.c. for 5"" nominal SOd for 5°" nominal FINISH OR EQUIVALENT HSS HOLLOW STEEL SECTION �1 22. M'ider than 1 ' x 8' eheathing to 3 - 8d common face noil HT. HEIGHT � � � ' systems. Minimum embedments, if not speclfically indicated on the drawings, shall be occording eoch bearing wan CONNECTION SCHEDULE O , STRUCTURAL GLUED LAMINATED 11MBER: INT. INTERIOR �'� �1 ' to the manufocturer's specificotions. 2a. euiit-up camer stuee 76d c«nmon 24' o.c. � h . Metric bar size conversion table: a. Materials, manufacturer ond quality control shall be in conformance with AITC Product Standard PS 3' x 0.� 3t" non � 6• o.�. SIMPSON H5 INV. INVERTED r', �4 � ^ METRIC INCH-POUND 3' 14 gaqe etaple 16' o.c. K KING STUD ��•���� Q ��� �10 �/3 66-82, "Structural Glued Laminated Timber". QB SIMPSON LUS28 � � b. Laminoted members shall be fabricated using Douglas Fir with the following combination SyTY1bOIS: Z4. BUllt-�p ghder ond beams 2od comrr�on ot 32' o.c. iace non at top ar,e JST. JOIST ^ � #� 3 #4 3' x o.t31' nail at 24' o.c. bottan staggered on Q SIMPSON LUS26 LAM. LAMINATED � 1� � � N #16 �5 24F- V4 Simple- span beoms ""' 3' 14 o e at le at 24" o.e. opposite eides 24F-V8 Continuous or contilever beams 9 9 °P LLV LONG LEG VERTICAL iyl Q SIMPSON LUS24 O ' #19 � 3 Columns LONGIT. LONGITUDINAL '� /j22 #7 2 - 20d common faee naA at ende and ot c. All members shall be Architectural Appearance Grade, unless indlcoted otherwise by the architect. QE SIMPSON ITT2.1 /9. 5 LTWT. LIGHTWEIGHT � �, �25 {�8 3 - 3" : 0.131 ' noil eoch sdioe , �29 � d. Protect members from domoge or exposure to moisture prior to and during construction. LVL LAMINATED VENEER LUMBER , n � I--1 e. Adhesive shall meet the requirements for wet conditions of service. 3 - 3' t4 gage stople Q SIMPSON IUS2.06/9.5 ` � L � O ' /�32 /J10 ot eoch bear�n lSL LAMINATED STRAND RIM MATERIAL � �36 �Ji1 f. Do not comber lominated members unless indicated on the drawings. 25. 2' pianke tbd common 9 Q SIMPSON ITT9.5 MAX. MAXIMUM � r l 26. Cdlar tfe to rafter 3 - tOd e«nmon face noil MECH . MECHANICAL r, � �../ STRUCTURAL WOOD FRAMING: STRUCTURAL SlEEL: s - 3' x O.t3t' ndi �H SIMPSON CJTS w/ (5) 4 3/4" PIN MAT�L MATERIAL w 4 - 3" 1� qaqe etaple foce naN � M a. Except where noted otherwise, all 2" nominol lumber, except studs, shall be Douglas Fir-Larch �'2 a� Structurol steel shall be detailed, fobricoted and erected in accordance with the most current 27, ,b�k rofter to hip 3 - tOd c«nmon toenan QI NOT USED MANUF. MANUFACTURER M.�.� „ editions of AISC Specificotions and Code of Standard Practice. 4 - 3" . O.t3t' na�i MIN. MINIMUM � 1 ', and better, and all solid timber beams ond posts 3" nominal and wider shall be Douglas Fir-Lorch b. Structural steel W shapes sholl be ASiM A992. Other rolled shapes, including plates and angles a - 3' ia gage stapie QJ SIMPSON MIT49.5 (N ) NEW � � F�� , NZ sholl be ASTM A36. Tube shapes shall be AS1M A500 grode B. Pipes shall be ASTM A53 grade B ~ ' b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. NOM . NOMINAL J ' c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per or ASTM ASOi . 2 - 16d canmon tace nan O.C. ON CENTER � � �1 Q lan and shall be noiled to ether with 2 rows of 16d nails � 6" on center plong each stud. a Tube shapes are actuol size as specified on plan. Pipe sizes indicated on plan aro nominol 3 - 3' x o.t3t ' nan OPNG. OPENING M !i� � I P 9 (approximate inside diameter) and refer to AISC pipe schedule dimensions. 3 - 3' u goqe etapie M..� ' d. Bui�t-up beoms consisting of mukiple 2x members shall be nailed together with two rows of 16d OSB ORIENTED STRAND BOARO � V � � d. All bolts used in steel framing shall conform to AS7M Specification A325. Anchor bolts and bolts y8. Root rafter to 2-by r�dge beom 2 - tsa c«nmon toenoti f� PLATE ' nails spaced at 12" on center, or with two rows of 1 /2" diameter thru-bolts spaced at 24" on used in timber connections may be AS7M A307. Bolt sizes sholl be 3/4" diameter untess noted 3 - 3' x o.t31 ' nou PLYWD. PLYWOOD � Cent@r. otherwise. 3 - 3' 14 goge staple PKT. POCKET e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir �'2 and better. Plates ploced e. Exponsion bolts sholl be wedge type "Hilti" a "Rawl" or "Simpson", or approved equivalent with the directly on concrete wolls or slabs shall be pressure-treated Hem Fir /�2. following minimum embedments: 2 - t6d common faee naN R .O. ROUGH OPENING �, ' f. Wood beoms bearing in beam pockets in concrete or masonry walls shall bear on o treated 2x6 _ _ RAD. RADIUS T , bearing block. Provide �/�" cleorance around end of wood beom. Block ogainst sides of beam 1 /2" diameter - -= 2 1 /2" 3 - 3' x 0.131' noil �J ✓ pocket with treated 2x blocking to provide lateral support for beom. 5/6" diameter - - 3` 3 - 3' � a gage etapls REF. REFERENCE q . wthin floor joist spaces beneath sol(d or built-up columns noted on plans, blocking of oreo 3/4" diometer - -- - 4` ^ w 29. ,�oist to bond plst 3 - 16d c«nmon face naa REINF. REINFORCE REINFORCEMENT equivolent to column above shall be provided. Door or window trimmers consistinq of o single f. Epoxy anchors called for on the drawings sholl be "Epcon or "Rowl" or "Simpson or "Hilti" or 5 - 3' x 0.� 3t" noil REQ'D REQUIRED ' stud do not require special blocking in the joist space. approved equivolent anchor systems. Minimum embedments, if not specifically indicated on the 5 - 3' u gage etapie RET. RETAINING h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Noiling Schedule" drawings, sholl be according to the manufocturer's specifications. 3� �ed9�* ��P 3 - 16d common face nai REV. REVISION E-�1 on the drawings (2003 IBC Table 2304.9. 1 ). g. All welding shall be done by an AN5 quolffled welder. 4 - 3' x o.t3t' noi� R.S. ROUGH SAWN O i. Bolts used for wood framing connections shall be installed with standard woshers and nuts. h. Delay painting within 3" of field welds until welds are completed. 4 - 3' ta gage stuple SCHED. SCHEDULE j. Unless noted otherwise, steel connectors such as those monufoctured by the Simpson Compony i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer 3t. wood atr�cturai poneie ond particleboord:� t /2' ond ieea edU (per KRM)a � SECT. SECTION � , shall be used to join rafters, joists or beams to other beams at flush-framed conditio�s. Use all shall be galvanized and sholl be attached to the foundotion with galvanized or stainless steel SuDfloor, root and wan eheothing 2 3/e' x o.t31' naB SHT. SHEET ' specified nails. Connector conditions not otherwise noted sholl utilize Type U or Type HU hangers expansion anchors. (to rram�ng): i 3f�' x 16 goge° SIM . SIMILAR ' of a size specificolly designed for the member supported, as shown in the manufacturer's t9/32' to 3/a' Sd (px KRM)a S. I .P. STRUCTURAL INSULATED PANEL BACKRLLING: 2 3/8" x 0.�3� ' naA° , published tobles. Contact structural engineer for details os required. 7/8. to i ���s qoge� SPEC. SPECIFICATION ' k. Wood nailer plates instolled on steel beams or concrete walls for top- Flange hangers shall be SQ. SQUARE designed by MPS ' ri ed to match the width of the wall or beam flan e. Nailer lates su ortin to Flan e o. Do not backfill against retaining wolls until supporting elements aro in place and securety anchored, STD. STANDARD STR ' hangers from one side only shall be installed flush with the face of wollPor be m flonge ot the or adequate shwing is installed. Concurrent backfilling of each side of a retaining wall to final t t/s' to i i /a' tOd° w 8d• STL. STEEL drawn by hanger locations. grades as indicated on plan or section is required unless temporary shoring is installed. Singie Floor (canDmatlon subfloor- 3/4' and Iess ed� (per KRM)a STRUCT. STRUCTURAL I . Manufactured joists shall be from an approved monufacturer and shall be equivalent in load b. Verify type of fill with soils engineer and structural engineer prior to backfilling. uneerlayment to framing): 7/e' to t ' 8d checked by t t/8' to � t/s' toa° w ea• T TRIMMER carrying capacity ond deflection criteria to TJI 210 series jofsts in the depths and spacings TdcB TOP & BOTTOM ¢ indicoted on plan. Provide blocking, bracing, web stiffeners ond other occessories as required by GROUT: 32. aone� sidMg (to frmn�ng) 5�8� w less �� T&G TONGUE & GROOVE ISSU2d �+ the manufacturer. T.O. C. TOP OF CONCRETE 4 a. All grout beneath colum� base plates ond steel beams at bearing shall be non- shrink, non-metallic n r� m . Laminated veneer lumber (LVL) shall have the following minimum properties: 33. Fiberboard eheathing.a 7/2' No. 11 qage rooHng nail T.O. F. TOP Of FOOTING PERMIT 08 /15 /05 I' "' 1 . Flexural stress - - --- - - - - - - - - - - -- -- - - - -- 2600 psi type grout. Grout shall have a minimum compressive strength of 2500 psi. 6a common no�i - -- - - - - - - --- - � T.O. L. TOP OF LEDGE '�.. o No. 16 gage etaple , ^' -- --- - --- - - - - - - - -- ---- -- - -- -- - -- 1 �90Q000 si 2. Modulus of elasticity P GENERAL REOUIREMENTS: 9 � e aa" T.O. M. TOP OF MASONRY u' 3. Tension porollel to groin ----- - -- - - --- - -- - -- - - - - - - - - -- 1850 psi 25/32" No. 1t a roofm n � ��� ^a� T.O. TOP OF S 4. Compression parallel to grain ---- ----- --- ----- - -- - ----- - 2310 psi No. t6 qoqe etaas' T.O. W. TOP OF WALL ^ ___ _ _ _ _ o. Structural erection and bracing: The structural drawings Illustrate the completed structure with oll ' „ 5. Compression perpendicular to grain (parallel to glue line) - - 750 psi elements in their final positions, properly supported ond braced. The contractor, in the proper 34. Interior panMinq t/a' 4d � THRU THROUGH - - - - ------ - - -- -- m 6. Horizontol shear - - - - - ----- - - - - - - - -- P5� sequence, sholl provide shoring and bracing as may be required during construction to ochieve the 3/8' 64 TRANSV. 1RANSVERSE � 7. Connection of multiple-member beams: final completed structure. Contact structural engineer for consultotion (not in contract) as �3 A. Top-loaded beoms N07ES TO TABLE 2304.9.1 TS Tl1BE STEEL COLUMN � i) For membe�s 12" deep or less, nail each member to the next with 2 rows of 16d nails required. TYP. TYPICAL a at 12" o. c. b. Existing structures: Controctor shall be responsible for verifying dimensions, elevotfons, framing, For S�: t inch - 25.wnm. 2 3/e' x 0.7t3' nane ana 3' x 0.131 ' nane are atandard ad ond �Oa Gun nuna. � foundation ond anything else that may affect the work shown on the drawings. Underpinning, a. Common or box nans rne permitted to be used except vrnere otherwlae stated. U .N.O. UNLESS NOTED OTHERWISE _, ii) For members greoter than 12" deep, noil each member to the next with 3 rows of 16d shorinq and brocing of existing structures shall be the responsibility of the contractor. b. Na��a spaced ot e �ncnee on center ot edgee, t2 �nenea ot InteRnediate aupports except s Mehes at wpporte wnere VERT. VERTICAL '^ noils at 12" o.c. c. Dimensions: Check all dimensions against architectural drawings prior to consiruction. Do not spans ore ae inehes or more. For noatng of wood 6lNC[Uf01 pUnel and partlGeboard dlaphraqms and snear wous. V. I . F. VERIFY IN FIELD oB. Side- loaded beoms scale drawings. retx to section 2305. NaNe for .wi aheathMg aro p«mkted to ba canmon, boz or cneMq. W.F. WIOE FLANGE f) For two or three member beams, nail eoch member to the next with 3 rows of 16d d. Construction practices: Generol contractor is responsible for meons, methods, techniques, c. Comm«i or detormed snank. W.P. WATERPROOF � nails at 12" o.c. sequences and proceCures for construction of this project. Notify structural engineer of omissions d. common o e. �eformed shank. W.W.F. WELDED WIRE FABRIC mii) Fa four member Deams, bolt through with 2 rows of 1 /2" diameter bolts at 12" o.c. or conflicts between the working drawings and existing conditions. Coordinate requirements for r. corrosion-reaistar�t e�eMg a �aaing naB. � W�p sheet ;� iii) For members consisting of more than four members, contact structural engineer. mechanical/electrical/plumbing penetrations through structural elements with structural engineer. g. Fasteners epacea 3 incnes on centx at exterlor edges ana 6 Mches on ce�te. at intermediote suppate. yy� yy� 7�{ o n . All lumber used in construction shall have o maximum moisture conte�t of 19�. Jobsite sofety is the sole responsibility of the controctor. All methods used for construction shall h. Corrosion-reelatont roonng nans wIM 7/16-inch diameter head and t i/2 inc� IengtA for t/2-inch aheathing and yy�0 WITHOUT 3 0. Framing Notes: be in accordonce with the latest editions of the IBC/IRC. � 3/a ineh iength tor 25/32-�ncn sheathinq. e. Details not s ecificall shown on the drawin s shall be constructed in a manner similar to the � �roaion-reeietanl staples wicn n«n�oa� �/is-incn cro�.n a�d i i/e incn ie�qen ror i /2-��cn sneaen�nq ana � i/2 mcn N 1 . ExteriOr wUIIS: P Y 9 length fa 25/32-Inch sheathinq. Panel suppMs at 16 Mches (20 inches If 5tranqN axis Is the long direction of YA. All exterior walls ore 2x6 studs A 16" o.c. to o moximum height of 12'-6", 2x6 studs � detoils that ore shown fa Ifke conditions. These items sholl be brought to the attention of the the ponel, unlesa otherw�ise morxed). Y 12' o.c. to a maximum height of 14'- 6", and (2)- 2x6 studs O 16' to a maximum height structural engfneer as soon as possible for approval . Approval shall be obtained prior to j. Cosmg or finisn none spoced s inches on ponel edgec, t2 �nches at Intermediate eupports. � � of 17'- 4" unless otherwise noted. Walls taller thon 17'- 4" sholl be fromed with ��stolfation. k. aanN supporte as 2a inchea. Casing or nn�eh naqa spoced 6 incnes on ponN edqes, t2 t,ehes ot Intermedtote eupporta. N f. It is the responsibility of the contractor to contact the structurol engineer at the appropriate time �. Fa root sneatning apatcat�or�s, ea noqs ae the mmtmum requked tor wooe struetura pone�s o manufactured parallam studs, contact engineer for spacing requirements, if not indicated m. 5tapies shai have a mMhnum crown wieth of 7/16 inch. to perform site observations visits. Observotion visits to the jobsite by the engineer are for R E C E I V E D � on plan. Cop with a double top plote installed to provide overlapping at corners and at n. For root sheatninq oppucattms, tasteners spaced ot a mcnes m center ot edges, 8 incAes at intermedwte supports. � determination of general conformonce with the construction documents and shall not be construed o. Fasteners epoced a Inchea on center at ee es, 8 �ncnee at mtermed�ate w orte tor aubnoor one ro�� eneothm and 3 o intersections with other partitions. If overlap is not possible, strap top plotes with metal 9 PP 9 ' strap ties (Simpson ST292 or equivalent�. as inspection. inches on center at edqes, 6 inches at intertnediate supports for roof sheathinq. �I��, 1 1 i�^rh � g. Though every effort is made to provide o complete ond clear set of construction documents, p. Faeteners epacea 4 incnea on center at edgee, e incnea at intermediote eupporta. f discrepancies or omissions may occur. Release of these drawings onticipates cooperation and q. items noted as 'per KRM' have Deen changed trom the iBC aeheduie to o m«e restrictive requlrement. JOB #05 � 8 - � 2 � continued communication between the contractor, architect and engineer to provide the best opossible structure. These drowings hove been prepared for the use of o qualified contractor � experienced in the construction techniques and systems depicted. r; -�. % �� , •` *,•: �;� , - 2Xs sn�os o �s" o.c. w/ - { �. , 7 /2� PLYWD. OR OSB - R . , Y t : r� ,. 6 ' SHEATHIN6 y _ : SLaY•' � � ���� � �2� 0 X � 0� A.B.�3 O 48� �.�. __ IN CONT. iREATED 2x6 fC 8200'-8 3 4 T.O.W. 37'-9 3/8" 3/4" PLYWD. FASTEN PLYWD. STONE VENEER TO CHANNELS w/ HILII S-MD 3� �-8 � �2� 6�-0 ��8� 0, � N PER ARCH. 12-24x2 HWH�S SELF •� - �� DRILLING SCREWS 6 24" O.C. w z° °ro �o �o � : � � rnm '� MAX. SPACING Z � 'a U o 0 .» CONT. L 4x4x7 4 W �V.I.F. � 1 2 N � o � � 7 /2" $ x 4" EXP. ANCH•'s � - - - - � - - - - T.O. P— �yyyp� Y p Z Z n n O 24" O.C. � - - - - - - - - S2 S2 Z p, � w .�,� • 1 /4x1 t /2xo'-2 f'� 1(1`�- - - — — — — — Q •L o � +°.� � .a , -+ ' ' r — _ --'_ _ _ _ � J OOJw L °' 3�,s' � i i � � i - - - - - - - - - - - - - - - - - � � ° � � I I � u, � z °' c ^ ' . CONT. 14x4x1 /4 LEDGER — — — — — — — — — — — -- — — — � - . w/ t /2"0x4" EXP. II I I � I � a� N � M ^ �» 4- ANCH's O 24" O.C. � � I � I - o � `O °' " I I I I I T.O.W. = 8200'-8 3/4 0 � a i i D W I. (N) C O N C. W A L L S T O 'f � I °D � � I I I I L��M� � T.O.F. = 8 1 9 1 '—1 0 � 3 ' /�5's CONT. HORIZ. � 16" O.C. I (E) w/ �5 DWLS. x 24� I I �' � i /� � o � m � �1�M m ^�` I � � EPDXIED INTO 3/4"0x4" I I 4" CONCRETE SLAB ON 4" CLEAN � Y` ♦. � � � � I HOLES O 72" O.C. AND (2) I � � I GRAVEL BASE ON UNDISTURBEO n� ��� I I S3 �o � / i N a � w _s I I I DWLS. IN FTG., TYP. I I GRADE OR COMPACTED _ �E5's VERT. � 16" O.C. � � I I � � I STRUCTURAL FILL PER SOILS �. 8192'-2 (V.I.F.) I L _ — � � ` � I � � � � ENGINEER. REINFORCE SLAB WITH � T.O. SLAB � — � � I I I 6x6—W1 .4xW1.4 WELDED NARE � I I I I FABRIC THROUGHOUT. PROVIDE 1 ` � I � J I I I I DEEP SAWN OR TOOLED CONTROL T.O.W. = 6200'-3 i /4 � � / r � �5 DWLS x � . ° � I I I I I I JOINTS AT 15'-0" MAXI6AUM - - (V.I.F.) I I � � v O 48" O.C. H � I I I I I SPACING EACH WAY. T,O.F. = 8191 '-70 � s . . c I �I �—L ---==— ---J� � � - - - - - - - - - - - - - - - - - - - - - - - _� � � � 1 /2" EXP. MAT'l. IYP. �_ — — — — — — — — — — — -� r — — — — — — — — � J - - - - - (2)—�5's CONT. HORIZ. �� f- - - - - - - - - - - - - - - - - --�—� I I — — — — — — — — — — — —�' F� TOP & BOT. ,�5's � 16� O.C. TRANSV. I � r - - - - - - - - — � � � Y---� ' II � � � � 4� CONC. SLAB PER PLAN I i i I OP�1 F�pf.E SdLS �e�tf` I � � I DWL.. (N) CONC. WALLS TO � Il � (E) w/ �5 DWLS. x 24" � � ,� 8192'-2 � � I 8191'-10 . . . • T.O.� I ' i ��+ 11 �C �(,�'rhl(( EPDXIED INTO 3/4"0x4" ( ) /� II T.O.F. ' I I � I � � ( HOLES O 12 O.C. AND 2 � U� I I DWLS. IN FTG., TYP. � � ��� + , , r'.�rf'�°�1 � � �' �T� A � � � � I �s� � I � � I � P°� � �, ►� �� � � (E) 4'-6x4'- 6x10" � � � � O � � 4° g^ 4^ (E) 4'- Ox4'- Ox8" w/ I I I � CONC. FTG. w/ �..�1cSh�1M� I � � I � N � PERIMETER DRAIN PER ( 6)- #5's EA. WAY � � (6)- �5's EA. WAY I I / � W w SOILS ENGINEER � ._4� I j i I I � � I FIELD VERIFY (E) � v � 2 SCALE: 3 4" = 1 '- O" � � I I � I f� I I I I - - �G— � � � a � S2 I :�` I � " � � � � � �� � - - � — �� W A a Q I � � � I f--- - - - - - - - - - - � � � � � � � � � I � - - � � _ � � � � � � � � � W � O I ; ; � - -i � � �C O 2x6 STUDS O 16" O.C. W/ NAIL SHEATHING TO JOISTS I � � I V.I.F. ( � � 1 /2" PLYYVD. OR OSB W� � NAILS O 4' O.C. E T.O. SLAB � W SHEATHING 3/4" T&G STURDIFLOOR � I I � (E) 6'- Ox20"x8" � CONC. FTG. w/ � � fr�r „ 1 /2° 0 x 10" A.B.'s O 48' O.C. 1 1 /2" LT. N?. CONC. TOPPING I I I I (2)- #5's CONT. � � a IN CONT. TREATED 2x8 f� I I � �1 M�1 � — — - MATCH E � 8200'-8 3 4 T.O. PLYWD. (E) 2' - 9x2'-9x8" w/ I � � I � � � T.O.W. � (3)- #5's EA. WAY � � I (�) 2'- Ox2'-Ox8" CONC. x ' " • � �. I � � I WAY W� �3)- #5's EA. � � a � STONEVENEER II IL — ` - - - - - T - - ' ` - - - - - / � w 1 PER ARCH• . `, . 9 1 /Y 1-JOISTS PER PLAN ���� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l� ��� ���,� •• CONT. L 4x4x1 /4 W/ � ' PROVIDE WATERPROOF l� �I � — — — — — — — — — — — — — — — ` — �� � I L � I � � 1 /2' 0 x 4" EXP. ANCH.'s MEMBRANE BTWN. CONC. I � � O 24" O.C. WALL O FLOOR JOISTS I : _:• � / �5's VERT. O 16� O.C. I � I I �� / � / ° : • - � i i � � � � �' O . a � � i i � � , ' ' li il / / � � yn 4w I J MPS " � y �� � designed by ;�5's CONT. HORIZ. O 16" O.C. � � � drown by S . � � checked by � � N OR TH issued ,p < � PERMIT 08 /15 /05 � FOUNDATION PLAN SCALE : i 4•� - , • - o �� $ ys ow�s x � �• ° PLAN NOTES � O 48" O.C. N � g a 1 . ELEVAl10NS OF CONCRETE FOUNDAl10N ELEMENTS INDICATED ON PLAN THUS: � 1 /2" EXP. MAT'L, TYP. T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING v (2)—�5's CONT. HORIZ. � TOP & BOT. % 2. TOP OF FOOTiNG ELEVATIONS ARE BASED ON FWDING ADEWATE SOIL BEARING a ° CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. � o A " 4" CONC. SLAB PER PLAN 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � � , 8192'—_ __ 2 �_ ,°n ' " � T.O. SL�B 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATN CONCRETE FOUNDATiON 0 8191 '-10 � WALLS UNLESS NOTED OTHERWISE. sheet � T.O.F. . 3 ao �y���� *m 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTiNGS ARE 8" � � THICK x 16 NADE UNLESS NO7ED OTHERWISE. � I��� 6. DO NOT SCALE DRAWINGS. Y 4" 8" 4" � � � PERIMETER DRAIN PER 7. (E) REFERS TO EXISIING CONSTRUCTON (— - - - - - ), (N) REFERS TO NEW ( ). o SOILS ENGINEER � ._4. - :-, ; : �. ,t. ; RECEIVED , � ` , ,. _ . a �° 1 SCALE: 3 4" = 1 '—O" � AU� 1 7 20D5 a �. �t.. i � S2 JOB #0508 - 02 0 piD � �C, ; ..,. , `_, � ,, `.� .` ,• i-: . � ��� ti '� y ��C� �� � i - !� � _� u '• � .� [ l • �V q�Oit• < <jy. V P4�F4 c � U N NAIL SHEATHING TO � 2 a� z ro 'o '° 7 1 Y LT. WT. CONC. TOPPING � - - - - � - - - - - - - - - - - - � JOISTS w/ 8d NAI�S S2 S2 Z � � v °�' °�' - - - - - - - - - - - - - - � '� w 1 I I � I O 4 O.C. (1 )-1 3/4x9 1 /2 LVI. ` I I N � N o � � �"" W M - - - - - - - - - I I i I E T Y P. � I Q � � � � I I I I � J � I I I I � ] � I I I I I C4x .4 16 O. / � Z �' (2)-3/4"0 THRU-BOLTS I I I i M T EX G. I 3 � � � O � � � M ,�n 3/16" (2)-1 3/4x9 1 /2 LVL I I I I T. . P I S3 � / 0 � � a' j I I 1 1 /4x9 1 /2 LSL I I � S P .O. � 3 x � � $EE SECT. 2�52 FOR � � LEDGER wf (2)-3 5/8° 1 I P � r / U pm U w w 2 C x8.2 BE OW � I�, � � � ,'-, p � r a SHEATHING INFO _ _ _ , _ _ _ _ � � LEDGER-LOK SCREWS � 1 �, n.p_ � N a > o (OVER STL. JOISTS) L3x3x1 /4 FIELD � � � 12" �•C- � I — �— - - M / - - - - - - VERIFY LENGTH � a � � I I (CpNTACT ENGR. IF CONC. i � O 1 1 4x9 LVL I i / / C4x5.4 JOISTS � � FpTN, WALL IS HIfH) � � Q . J N / C 6 x 8.2 P E R P L A N I � - - - � - - - - - - - - - - - J I , C TYP. L - - - - - - -�- - � - T - r - i-��-��-�- - -1=� �-�-�-[-� -�,T�-�=1-�--� �- � _'-� - s - , � �=-F=�=�_�_�� i �J I I I I ' i I I I I ( � � 1 I I I I I 1 I 8I00' I71 � I I i � I I I I I i i1 I I I I il i 1 I �2)�1 I/4x I 1 / ) L I � / J r � 3/4" T&G SnRDIFL� 11 /2" LT. ,�. C�C. T�PING i � I I I I � ! � I I I I I I T' ' P a I � �I- I` I I I < i I I I I I � I I i I � I � � ,y a (2)-1 3/4x9 1 /2 LVL I I I I I I i 1 I I I I I I I I I I I I I LI_ J I I I I I I ) I I I � � I � I I I I I I �/ ~ — — — — — — — � � � ! �E � , o� � 6�� . �. _ �- - � � � i I I I y w � � I I I I � I I I I I I i I I � � ; I I I � I I I I � � I I � � � ��� I I I I I I � ' �' o ' (1 )-1 3/4x9 1 /2 LVL '9 1 4x1 1 2x0'-2 R � I I I I I I 1 I I I I I I I I I L�I�-I� I-_I, � I I I i � iL i - I _ I �I ` I I - � - I_� J / � Q W � / / � I � l r I 1 I I � ^ � � �� � � � I � � � L� i ti i i � y � i i i i i � i � i � i � � � i i r „ i i � � � i i w L3x3x7 /4 C 4 x 5.4 J O I ST I I J I I I � -�_ I - I I I I I I I I I I � I I_ J � I I I I I I I I I I II � (E)I (3)I 1 3 I�4I 9 1 /2 LV I / � Q.j [�] � IE) 13EAM - - - - - - - - - - - - �,�- � ^ � (� � � � i� - �- � - � � � - � -�- �f - t � fi � � I�` �- �f �� � �� . � I� �- E--r�-- � � � � � l i 0 �} � Csx8.2 ' ' /2� 3/16" f I � I I I I I I I I � 1 I I I � 1 � I f I � I I I I f N I I I I I I 1 I � I V � � a Q 3 SCALE: 3 4" = 1 '-O» i I I I I I i I I I I I I I I I � � I I �j i I- � - � I I� � I W I I E)� I2x1�� ��)- 2���e �� �1 � � � S3 � I I I i I � � I I I i I I I I I i I I , , I I I I I � , I I --I�, , ';�� , , ; � � � p� � 1 I i I I � I I ti I tE� 2 � , o�� � hs� b. �. l { I ; �1 = � � I I I �'� =� - , i ,= ��X�� � � \ � � , � � � w � o � I I I I I Ij � I I I I I I I I I I I Ij j I I I I I I I I I , � � , I , � _ _ _� ;; _ I' � � �e� OT � 1 1 /2" LT. WL CONC. TOPPING / � I (E) 2x10 RIM I I I I I I I I � I I I I I I I I I I I I I ' I I I I I I I � — �4- - _ _ -L _ �_ - � � w 1� `./ 3/4" TdcG STURDIFLOOR JOIST V.I.F. I I II H- — — / � \ \ ( ��� � „ ^ - - - - � = �� -.� =� � I I I I 1 � ! � I i I I { I I I I I 1 I „ I I I I { I _ I � , �I � y � a � Typ � I I I I I I F-'i ( I I I I I I I I I I I � � I I I I I I � �� � / � �y � - - - - - I - / / / � V ' �1� 7 � (E)� 6 �/4x_1L3 1 �{2 G. L. I _ — 1 — L ���� _ L ��JPSL� —I_L� —�-� _� J - 1 — � �.J — — C�- - - - � � � � � ✓ � / �-� —�� �- s � /2' T,x i-,�asrs I a : I L— �E) 2X�o's o _} � � � � � \ / � PER PLAN � � I 16 O.C. V.I.F. �-�- - - - \�\/ I / LEDGER PER PLAN I I I � — I i � _�� ., 1 aa ° I — �-, y � � , �--- (E) FDTN. WALL � — � � � � � I e I � — — — �1�' I ° I � � � V E-1 t a, �-i- - - y 0 2 SCALE: 3 4" = 1 '-O" �k� y � / � Y S3 � � DECKING PER ARCH. CICSI(jt18d by MP$ 3/4' TdcG PLYWD. OVER 2x RIPPED SLEEPERS TO drawn by STR RlPPEO 2x6's OVER WATE pRO�RFACE y checked b MEMBRANE PER. ARCH. NORTH iSSUed � s2oo•-� i V.I.F. (E) 2x10's � T.O. DECKING N , ,2. ¢ x , o. A.B..s � �- o.�. _ $� � = M AI N FLOOR FRAM I N G PLAN SCALE : 1 4�� _ , � — o�� PERMIT 08[15 /05 d' IN CONT. 7REATED 2x8 IC g �. s2oo'-3 i /a PLAN NOTES: � r.o.w. � m'- pc nrP. OO Tv�. - - - ,_, 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: ` m �' CONT. 2x8 LEDGER _ (2)-1 3/4x9 1 /2 LVL 2. POSTS BELOW ARE INDICATED: ■ NON-CON7INUOUS POSTS FROM ABOVE ARE INDICATED: � � w/ 1 /2"0x5" EXP. � z 2x6's O 16" O.C. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 O ANCH.'s O 24" O.C. � � RIPPED TO 4" a • pEp�{ 3. FLOOR SHEATHING IS 3/4" TONWE AND GROOVE APA STURDiFLOOR, EXP.1 , SPA�1 v`�, ` . RATING 24 O.C. o PROVIDE WATERPROOF o ' MEMBRANE BTWN. CONC. 4. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WIZFI FLOOR JOISTS UNLESS NOTED (DROPPED). ,� SEE 1 /S2 FOR WALL . WALL O FLOOR JOISTS sheet ° & FTG. INFO 5. ° � " INDICATES CONNECTION TYPE - REF. S7 FOR SCHEDULE. � 4 � � 6. ALL FLOOR JOISTS ARE 9 1 /2" TJI/210 � 76" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 3 7. (E) REFERS TO EXISTING CONSTRUCTON (- - - - - - ), (N) REFERS TO NEW ( ). y 1 SCALE• 3 4" = 1 '-O" � � � Q ��4�fi� ,OF_v,4Fi� RECEIVE o �'- , -, �' �.�;'AE_ � pi �, 172005 � � JOB #0508 - 02 3 0 Ci RED `_� �, <.: ���. �...... . . . �' o-.� • ;� ti : a • W ,��0 !F TR � i7 j 2 r: : ,C �• �O ,�`��PR�F�`S5 INDICATES DIRECTION NOTE: LVL KING OF 2x6 T&G DECKING rn c~.> N STUDS SHALL BE �N o 0 COMT. 7HWGHWT � ? � � Q °p o 0 FULL WALL HEIGHT. rJ �2 �� �2 rJ �? Qg L�1 �h L�k-1 Z � � o ao ro �' +s �� +e �' +s ,�.� S.. �,�.� \,s.. ' c z U � M � — — I _ — � — — � iR+s C� I — �s C� iA{s �Q,G�' �`ry ,Q, 1`ry F- O � W .�..-. h O� I � � — __ � ��- - �_-_-� s I �? �OS � S�OS, ��y+b.y��+ `L+6g� Q � °m � �� ! I � � I I I �J I � � � �,�J � �,FJ �111 � l, EX7ERIOR HEADERS ARE: � � � .._ .. .._.._ . .. (3)-2X� o•S w/ (� )-2xs � 'rn 4 ll I y � •� -..-..- TRIMMER AND (1)-2x6 Z c � . •• .• KING S7U0 EA. SIDE, TYP. � � � I � � i I I I • �p�L �Q� , p�L'E', UNLESS NOTED OTHERNASE U n � � � I I I I I I I I I ,PG�S`ry�' ,PG�S\ry�' � \,y � � °0 rn oi I � � / � V OV � Od.i � I + �+h �.�.h +6 k,F h � / � L m � O X I �'L � � 'h� �`t' 'y� � Y +' ° a rn � I I Iry � � � ,� � (0 d � w I I . I I I I 1 — — — — `, R — `1 _ — — — — — — T _ — I — — / / ii � � � �, ' � � � � I ' � i I � � � � g+s� +6 � � � I � 1 � � � � � I � � � �� `,��,� � �,� � �`�I \ / � , � I ;� I =- - -_� 8 3 4 1 GL. + � � 5 7 8x1 1 2 OR 6 3 4x12 G.L. • _ _ �i "r I � � � I_ � � ' r Q TYP. ( �ip � M� � - --� — 1 � � � I I I I I I I RAFTERS � (E(N) I � � J\�+6' I I I/ / / w TO 'S k+ I � � I I (E) 4x10 EAMS � 48" O.C. BEARING NE I � � I / C�"' a ' � � iii I ( � I I i�_� I I i / / � � � � � � � I I I I � i � ii I � i � � � // � Q q.', � ( � � � � I I I I � I I � i � � � � O � � I ( � , � 4 � � � I I ; � � I � � � w �–, I I � � ; � � � � I � I I � i � � � / O � o0 I I i � � I I I I I I i � _ I (E) BEAM I _ I - - - i - _ � I � � � a � LL � I (E) 5�8x24 G.L. OfF 6 4x21 L OR (5)- 1 3/4x18 LVL I � J � I � V w ^ f,..� Q -�. � — � , � �� — -1- — — -� I � T ; �--� �, � I I � ; � I � } I \ �� � � � ( � � (E) 4x10 BEAMS � 48" O.C. �I � I (E)I 4x10 BEAMS I � 48" O.C. I � a.j J � `` ' - � � �__ � � � � _ � W ►-a � i i � � � i 4� � � � �� �-�-��_�,� = = = = i= = = i ; � i ° r = � - � � �. � � I I � � � I I l� � I �\��=1J� � � I ! � ; I I }� � � � � o w � o � - - � � — a� T I I I � � � ��� / I � '� pwq .. ., I I �, � ��r x � o �\`�1 I I I � � � o�'/ I � � �- ►� M I I I i � i I ^\�h� - - - � e - -n��c I I I I � II avv I �' � � '� �i � � i � i I � / — — — — � I g-- — —u \` ° I � � I � i ^��°`+ , I 1 �j � a '\J I I i ! i ��� � ° �t-s � I I i � � ,�j / 6� � GQ I I �_ a / _ _ � _ o J �� , r--� �}�=�-� - � �-- _ � � � J �� _ _ � �L � J�_�-_- = -� r � ^ / „�� "� � ` � LI— � f IJ I i � � � V � � �� - - - - - - v - - - - - - `��, � � �( / � � � I `� - - - - - - - vl - - - - - - - ��+'�' � - - � / �__= PROPOSED ADDITION �� � PROP05ED DOORS � WINDOWS � / / � (MATCH EXISTING) �A _�� --" --�j - _ 9� W .� � r � z � � - - - - - .. - - - - - . - - - -- - - _ � _ _ _ - - - � _- -- - . - , A a v ^7� �.-� � o ' � ' � ��_ DEGK � ' � O �-8200' - Il"---- O EXISTING, DEGK OUTLINE � M w n , rv �++ F ` , 2' -O' 7 6' -O' 4' -� G' -0" 8 4' - 71¢° 6 ' -O" 9 2' -��� ! EXPAND DEGK V� x � �+ F - � - --- -- - ----- � -_ — - � ' ' � --- 8° RETAINING WALL (MATCH E3(15TING) W m " ° �' m 's � � � x � � � . � , ;, . � � = � � � � a � . PROPOSED RODF OUTLINE ti � 'o E � � � ° ' �i' WALL OUTLINE 9ELOW o < � v � � O� ' ''� °D PROVID� WATERPROOFINC� Wp � ` � i 9'-2g6" � � a ir - fil �, ^ ._ � _ _ - _ - - -- - - - - _ F.. o \ � � a o � , � �, � � � o� , "v � - \ � � , O ° m � � . . � . . � , � � � � \� � _ _ � - - _ � ' ` - - - - - - \ ` \ �. o _ D� _ p „ � , EXISTING DEGK . � --- (7 PROP05ED STA6R WELL -- '"� l____�- \ _a I"IOVE PLANTER SOX �� . � � � � � � I � W i Z \ E.� ' IJ � � a � SUMMARY TABLE � � °- , �� w � � � , , , , � x � GRFA ALLOWABLE � W SITE� 30, 971 SQ. F7 . ` � 1 � � � � Q ( 10, 000) x . 46 � 4, 600 SG? . FT. � � � � � ` � � \ v� � � , , w � (5 , 000) x .38 = 1 , 900 SQ. FT. �\��_, �,\� .\ ..\� �\ � , , � (15, 000) x . 13 � i , 950 SQ. FT . �� �� ��:�� ;`� �`� ::A�` � ```' �' � �/ � � «� � (971 ) x .O6 = 58 SCJ. FT . V � � � � � � � � 0 DN � a TOTAL � 9, 508 5Q. FT . � � � �� ` � �A � W � O .. �, � U ALLOWABLE 324 BEAVER DAM ROAD (EAST UNIT) � \ � � � � � � W � � 8, 508 x .GeO � 5, 1�4 SC� . FT . � � �' � � � ' � � � \ � � � ^ � \ �RFA TOTALS EAST UNIT '� \ \ \ � 1NTER10R DDOR SCHEDULE N � � � � M • RE � PLAN TOTAL SNEETS) � \ ,�`� � � ROOI'1 Tl'PE JAMB NINGE W x H REMARKS � ( LOWER LEVEL � 2, q24 SG�. FT . , � \ \ ,\�\. i oFPic. (2)sc 5 v2" Poc�c s'-e" X �� -o" w�-�fy e-+ • MAIN L€VEL � 3, 03�1 SQ. FT . � I , ,, .�\ � 2 oFftu (2)sc 5 �n' Poekst 3'-B" x 7' -0" veriiy � Z ` � � NOTE: Verify �iu oF dovbie pocket doors. E.,y TOTAL 5, 963 SO . FT . J Q a. i � � � ` � � � \ r-a � E RI R D R AND WINDOW SCHEDULE ; � XTE O 00 i � GRFA DEDUGTIONS EAST UNIT I I ' � � ` - � ' � ROOI`i 7YPE NINGE SILL NT . W x H REMARKS LOWEST LEVEL / AREA HELOW GRADE : ' i , � I I \ � � TOTAL AREA � 2, 756 SQ. FT . ; � I I I \ �� t �ivine (2Xa.a < > 2' -0" 6' -d" x 5' -0' AREA BELOW � 1 , 096 SQ . FT. , / I I \ � \ ''� � 2 �ivirq (2) Fu� � l.t. < > � G�_o' x 6'_6' I 096 t 2 756 • . 397 � 39% ' � I � � �C ' 3 �iv�rp (2Kwe < > 2 -0 6 o x 5 0 � � _ _ _. . _ _ _ _ - - -- � � 4 Livirp Ga�e RiQht 2' -0� 4� _�n x 5�-�" �� . �wrveic;iir GARAGE � 600 5 �iv�nQ Gase Ripht 2'-0' 4'-0° x 5'-0" STEVF.N JAMES RIDFsN CRAWL SPAGE � 0 , \ 6 9�tor-ops Fun �t . Ri¢ht 3' -0" x b'-e' pIIAR]GIRS�9FAtVHD LOWER LEVEL BELOW 6RADE � 2, q24 - 600 • 2, 324 I DEGK � ` , \ 7 Lfvinp Gae� Fix�d 7'_i« 6�-Oa x 5� _6�� LOWER LEVEL +� 2 324 x 3�iX • �106 � � '• a uvirq ca.e Ftz.a T -�' a' -o° x s' -6" ��,;� � � 9 Livkp Ga�e F(z�e! 7' -6" 6'-0' z 5'_6" p1�"1R1MTdP`�""` TOTAL DEDUGTIONS � I , 506 \ \ .„ffi�,,.� �„o,,,,m,�� - Nau� L� nu rnxtllrrpl It6vq1 ;uw vnMw au Ui�d WN(YS lR fK!NRtlQR NOTE: Verip�� doa- F+a'y�ht to motch sxi�tin/� doore. """"""' ^""10'QA1'M01 � � ] •y 1 fiL4MI1.�1.mY �30EN TOTAL G►RFA s 5, �ife3 5C.?. FT . TM,,19 y ,,,�, � n��� TOTAL DEDUCTIONS - 1 � 506 SQ . FT . NOTE: SIII helqht Is fram top of Finished floor. �`�u'Y�m� pf�orr .�n r�n•.�xv eaemu RROP05ED GfiZFA ! �{ +457 SQ. FT . � NO'rE: Re: shatt A5 For window elavations . '�'"'T"""' �""°"1 °°'�" � � , wu.rn�n�� i.�n»nne. \ rn� � tmwxtan:��v s�.u.�swut ALLOWABLE GRFA � 5, 1Q4 5Q. FT . � � V�rt „g��A� ,�,� �e�,��.. rwamon 0 PROPOSED GRFA - 4, 457 SCJ. FT . ��av. TH REMAINING GRFA � 647 5Q. FT . �c�, _p" f- ____�— a*� APRIL b� 2005 .. — - - - - - - - - - � - - - 1 . .nvmo.u,te miw. ALLOWASLE 324 BEAVER DAM ROAD ( W�ST UNIT ) �\ i APRIL 26, 2005 8, 508 x .AO + 3, �103 5Q. FT . � EXISTING 32A BEAVER DAM ROAD (WEST UNIT) � � PER EAGLE CAUNTY � 3, 135 SCJ. FT . — PROPERTY LINE I I � I � - � I - I SUILDING SETBACK —� � - - DEGK � I • \ I I � � � cti I �` I \ I � I - \ MAIN LEVEL FLOOR PLAN � � i 3 : 12 3 :12 N i . j '\ � '',\ � -•---- - — �► I I ; SCALE i/4" = 1 '-0" � � � ,� , 1 � ROOF OiJTLINE —� - ' � � /� I I TY3WN OF �iAIL GARA4E OUTLINE -- �� � � D� � I � N REVIEW1• 1"IAIN L � \/ � L GRFA TOTAL = 3 , 03q SQ . � T . � ' ° � SF1 L � � � � � � -� n � ���VAI� °�. � � r � �. � � ' � � � � � � � � � � �. � J � � � . _ .—._ . �: , � , . , . . . _ . _ . _ . . . . . . . _ _ . �. . . . _ . . �. . . ��.: . . . . . : - . _ -..: . ., . �_. � . '_ . . . . , .. . _ - :, . . • . : . : .., . . . _ _ �_ . . _ _ . . . . ... . ._ . .. � .. . . . . � - . . : - _ � . _ . - .- . _ . _ . . . . . _ . . . . . . , . _ . . ' . . . : z- r __ _ " . . . . . . . .. . . . 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PT . ,:m'"�@., '� ��":� , _.t,;�s .:� .��v ^�Y.R„]CwT�:RN:StiR.'�.V. >:Y.�:l� 6 :�R.A�l:Y1V Oi (((��� ((�� iYlf. r3�:v�.4]. [LXA A.IA n- r r r ��� � \\ / \\ :::,v, 9.tlAat�_t::� �:1;dN/f ',� i I_ry�'A �i z G�rA = 3, 4d1 �. rT. � \ � \ � ��:�� �•�.:h.,,� x.�x_..,� .. .... Fs20PC5cU G'2�A - 2 , b�3 � . FT . � t'�`-'-"'�--.-:.-7� !�" NL :uv.iK:�i..+1:.W �11tJJMJ�u(dT :>SlSC1AVi !lR'.Hl e_44GYQ ;2 �(^.AI �l ; 1l�i G'•ZrA y 713 5� . � T. :��:w:: ro :�,r �z„ � ��_.:�. :��, NJrl4 .-�'154ri�1�. :�ca;.r.tu�_t -i:.+'S r-:P�lei n1.1 t".J_nMi�d!1Z8Sw.X.I:3 10IlR-.R1tl-}Lt JitLPH ?W iID..�'0 :�.,.. �+ T:J L�� i�ARGN 30, 20G5 • tE�'st.e :l�� Lu!:4 _ ' - _ _ i ��� r �3� 2ax3 r�� .r.�-3 �0 !�1U � E � iDFNCr � G ;� cr� L � �✓ r ►_ F � OOR F' L ,� N = i , �64 . � JG? . = "T" . rOb`�i�l CF iiAiL pF �� kGN �iEV ! Eti"� � �i� r �= ��PrROV.'�!. � � �� � � . _ . _ ___'_""_" .,—�_a F�� " _ _ V . �. . . . _ . . . _ _ _ __"__ `_ "_� • - � � t - �� U `��=� � . i � V I rLJ :L . w� � � � I r j cJ .3� � � � N � a . I �� � '� N [" � ^, i �.� � .0 '3 F ^"� ' � JJ . I �y � �� T ;� f � �- �� a � �, ;�, _r, z � _ � o < , _ � �� �� < a _., j ' aG ; y*� � � 7 � e �,� � H � � x :� x �' � � i"!A; N LEVEL FLOr:f2 P�AN = l , 224. �! � . FT . (� �. � I � � �1 � i �T � � � � � � � a � � � � c� � I �� �� � �• � j � � � � � � �¢ � � � �� � �1 ' ,� � ' � '�,' ' UPPEF2 LEVEL FLdOR PLAN � ?22 . 4 5Q. FT . � ;,,,� � p � � � n � OPEN TO BELOW 203 SQ . FT. c cov� cu��r Sl'��"�'V ]ANI�3 R1Ab2i A.l_4 ARCilll'LCT P.G. :4Lt_ P.IGH"f3 RE5f:A{'6'O -- i��n ar_-4•.turt. .m u¢ucv wm;�:aa :u-%t-^t ,��w 9:s:xt>vn'�a rWFtivrt:.LL StX':K9 ¢ u/lWfJUI"UI s�u�u:.t:ub eu�[1�AtS :.ANI:RIP nK�DA.WlII4� �'vn a�'.'•W:Y'.YL�pt w��x�lllr r:a�.u�[u�.+y:Y�x:niux ue s:s.v::uvavuJi _— IILLCti11il:T<I�i9U41tl.LWl'14N1.1 C aPLL: n\4 SJ[�N' LLLyI-'ID eLf:t :.�i'.:JI�^}`i �O-.:XJkT Isl :Y.'J�l,>'ltiv:A NIP,A,i W V¢!�.'.i. lllLf�.N L�'N_ t'-1E W:_YLLlt;��31M1 N�l`:.:�ILU.V9 J4'Ji%}k1'.Vl1B ' io r.a:auu[a.t au.,:i rexx-=.w �.��� ru = UAiB h"ARGi� 30, 2005 . � � ac+:sw;�,ia �vr_a �3ROWN R � S � DcNr � MAIN L � VEL rLOOR PLAN = 1 , 224 . �4 SQ . FT . �3ROWN RE � lUENC � UPP � R LEVFL F �UOR f� LAN = 71q . 4 SQ . FT . � JULY 13, 2� T� "fC���v'�J f�� �'1��1.\ r�� s �cr� �� �vi �9� l.�1 �+!� r, -: - , ,, . , ,. �. � - ;, ,. rV�1.[ �� . , _ - _ _ . - - - - - --- - -- - - - - -- - -- _ - - , , . _ -^--- ,-•--.....�..r-_,,,, - _ � r \ �r - ' ; j �, _, -_ ; �, '+ r �, ?E OF 5URJEY: 10/13/G4 �_ � 2 �43 � 3Q�� EGGE PI.OWE� ASPHALT L"ATE OF WPDATE: 2 /09/O6 BEA VER pqM R �Ap R = 990 . 21 � SURVEYOR HAS MADE NO INVES{GATIOM OR 1NDEPENO�' SEARCM FGP =.�"=1J[?� D ` PLATS, EASEMENTS Oi' RECORD OTHER 11-IAN PLAT7ED , ENCUM3F,AN�E�. ( SO � R RESTRICTivE COVENANTS, OWNERSHIP T1T:F Ee"DEN�,E. OR AN�' OiHEP. O • W \ �- 219 • 9 � SEWER MANHOLE � FACTS THA7 qN ACCURATE AND CUP.RE�r1 `I'LE SE ?RCH MA`! OISCLf'SE � C LEN = 219 . 43� - J ' 1 �dOTiCE: ACCORDING TO COLURADO LAW YQU MUS � ::OMME�lCE �NY �Ei;P � BRG= S 87 'S9 ' 00" E - �- - � ACTiON BASED UPON ANY DEFECT IN THIS SUPVE '� '.MTHIN '1�REE rGAR � Af7ER rCU �IRST DiSCOVtR SUCH DEFECT �h NC �VEN' , la ,q � '•M � ! � � / I THANNTEN YEARS FROMNTN£ECA1E OF TMiE CE`t FiCAT10NJ�NOWN C ������ / � 'iEREON. � � ) 3' OF SNOW ON LOT AT ?IAIE Of SURVEY; SOME F£ATURES MAY �XIS� � � __ - BENE?TH SNOW THAT ARE NOT SH04YN ON TFIIS �RAWING I `, ) BASIS OF ELEVATION: SEWER MANMOLE 8n. 1 + �N �ER7 El=�' 87 i. 6 ) BASI$ Of PROPER71' tJNE LOCATION: MONUlAENTS AT S. hNGLE POiNT aaRi�! k'+ ; I ��`CENTERUNE NE COR LOT 20 (SEE �RANANG). I � D�TCH � ; '�'N�i F" = aa,RCE� 1 PLUS AN UNDIVIdED 56. 52 PERCENT � i,vTEREST iN AND TO PARCEL 3 (NOTE PEr� RESIiBD�ti1510N P�AT) I 9 ; BEARINGS 4ND DISTANCES ALONG PROPERTY UNES SHpWN HEREON ARE (( � 4$ SMOWN ON THE 5U8DIVISION PIAT ONLY. A 90UNDARY SURVEY WOULD I � BE NECESSARY TC DETERMINE rHE TRUE DIMENS�ONS OF THE l.�T d,ND � SETBACKS, YrM1iICH MA'r' v0.RY �.ZOM THE PLATTE6 DIMEN510NS. c ' � , � i� � ' �* 9 ) ELEJATION ALONG 7H' E S UTM 9UILDINGHFOA E OF aARC� ,AN4 RIDGE ROCK WALL F ' ROCK WALL . . � `, .3 / �� � W I . / � i\ � + .� . . � . � � LOT 10 , BLOCK 2 ` ' � ` � "' CONCRETE DRIVEWAY ��GyHp� ` � �` � � �� ^ � VAIL VILLAGE � ° / � � ��� � ' \ ^ THIRD FILING � � , � �� � � � P�,o `� ' \ _ .._ \ 22,2. �� I ^ � l�\ � __ ._.._ ----- - - - . _ � � �� � � � ' � - �' � � \ � _ 3 .� � / � � ` � ELEV. = 8207 . 1 � � ` _ PARCEL 3 /�659'00� w o, o � ` �i - ` � ' F 9Z� t�� � �. � I 0 476 4CRE5 � � � � _ _ _ 3 M � N a \ � . .� - � DECK � \\ -� .'' - � � , 0� � _ tn �'e I � ` 98 _ \� � a�ANTER � � ' '�*'-+5Q' � � J / � s / ( � � .n' p� , (� I / \ � . � �`LSiiJ� � ..-.v.rr,.�_� '� I I •R\> I PLANTE ( I ' � ' � - � I � ��s / :. � � � . w � F• N' � J FLACSTpNE � � / � � WALK ( � �,Ek�AN� �� f r� � , � LOT 20 A p � �j � ELEv. = 62126 ( I � - - ` - - , � O � , �! \'\ � N / �; J� j � � \ � ` ,� h � 'y I / I _ _ � „� I � "7 � �6. 1 ' � � I � ' � .r� a :_:< ...�JP�E �vci v �i Q7 � \ � � 7. 4 � .._ \ , i. Z I ry� � � `� ` / '� DECK I I �, ., � �I 33. 7 � � I � � JAPPARENT �/ I , -- - -- S. 1 ' ?7.Q �2� i ( � EASEMENT � � i .} BASEMENT ELEV. .� o ;' , � ; � �+ _ w , = eie2. o' � P JC ti � t : 1 1 � � ' � � I 3 MAIN LEVEL � l r � �I � / 2 SrORY DuPLEx ELEV. = 8200.9' l o I I d � , � , Z,- , � � � � ^ - - ;,� � �% o PARCEL 1 � I � fPARCEL 2 �I �' o , a acRES I SEWER MANNOIE / 2 0.095 ACRES POSIED ADDRESS: � � RIM ELEV. = 8785.6' \ � `-- I r 324E BEAVER DAM ROAD . �' Wv. ELEV. = 8187. 7' � �' � ELEV. = b2r1t .8 ^ � � S I (�.� 7�� ; l� -� � 8A51$ OF ELEVAnONS \ '� _ I ' 10. 7 I N � I � - _ � � � , � 9.3' � 1 ' l >'� SEWER UNE I 5�� � � ` 5, � 2. 0 1 . �� CANT. � PLAN�ER '� � EOGE OF � / � ' \ � �' Q� FOUNOATION f'�� t�' 1 PAVEMENT / � 5 �6 47�25�� E � � v ONLY I � r iq j {f � � \ I ,__� 9.0� . � \(AB VE�W 6. 1 ' PLANTEI�/ I ^ _.. , . �. � { r " , � cnNr. �s ;' , � . - { I � AA. ip 6. $' l / � � \ DECK �\A�• `O 7 cy , . � � � 1 •�S` �j ' ��2 � O! � � � � � ROOF RIDf�E TOP PLYW000 � T� � I � \ _ �.9 ' ELEV. = 8218.9 � BUILDING � � � � �� i � � I / I � -. OUTLINE � � ` � '� �\ 3 S S ��'` e �q _ � p �� o � R I � � . - -- - __ O q) �8'7 \ C�� ` _ � � _ _ �4 � _ NE CORNER �`� .. ._ Z� D; � ' >:. / I '�� 1� 6 � E S2 ` ` - i - r T' 63.� � �� FY]UND PIN .': i', s = I� ji�llh O, N �2' - _ ` ` i � � � ! �l _ S Vo F9� ' �� � , � \ �� - _ o � _ � � � , _ - - � - � - � r�, .��-� - ```� � � - - [I_ � `_N �� 'Op • \ � � � --� � � � _ �- � /'� - - - - - - - - - - - - - - - - - ` ` � � _ 37, pp• \ / � � -- _ ` � , � : .: _ . E��E�; r �OCnriON CER'i�iCa `E � � - - - - - ' � , _ N 13'10'00" E =�' � � --- _.._ � 5 �'�� - - - � 5. 00� - :� _ _ __ � � � \�, � � hereby certif; !hat this improvemmt Locatfon Cert+ticott was �repared UTILITY EASEMENT � i �`-- ���.� `� }pr F� [;vr� �i �cTOM B��1.DER5 � � C , LOT 1 SEWER MANHOLE , �+ `►1 65 , �� �\1 that it is not o land 9U�VeY plOt 0� improvement su�vCy plot, and thOt It is N 87'50 00 " W 158. 00' 2e. 00 ' 9 �14� g� '45' 00 °' � not co be �elitd upon 'o� the estob�ishment of fence, bu�lding or other `� !,;�e B �O � � � I C 0 7 � rIE RETAINING WAL� ,mprovement l;nes. J VAIL VILLAGE I SEWER uor;-� O�E i f�rthar cert � Ty thot the �mprovaments on the obo.e describatl porcel on I FOU D REBAR k WA5HER !nis dote, 2/09/06 , except utitity connections, ore entirdy with �r !he THIRD FILING LOT 18 bounCOries of the parcel, excapt as shown , 'hat iherG are no tncraochments � LOT 20 upor ;ne descn0etl premises oy improvements on any odJoining prdnises, eR-ept os ind�cated. nnd that there �5 no UpDQ�� � evidence or s�gn o` ony ecsen�ent cressi�g or buroeninq any par"_ o` sald pareei , ex�ep' as �e.rd. I �,�� • .1' �Alchne; � Pbst � ---- _ �.� le• c : � = - - �y�" � „ � � ��e z��°�-- `� _ ' IJ - - , IMPROVEMENT LOCATI � N CERTIFICATE � � UNIT A , A RESUBDIVISION OF LOT 19 , BLOCK 7 � � � VAIL VILLAGE FIRST FILIh1G '�� TOWN OF VAIL 41199 HIGHWAY B & 24, EA�� - ��k� � EAGLE COUNTY, C � LORADO P.O. F30JC 1230 EDWARDS. C0. 61632 U�D � 'E �' J' i_ C � W : 2 la/06 KP,� M POST � 2/6/04 JO� NO . S� ? 970)9a9- 74a6 � . .. . 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' . . . , . . . . . . . . � �' , � PROJECT DATA �ENERAL NOTES �� �� � i�u�: � �y�,CMITECS: ST'RtJCTURAL ENGI��R-. e�a. JAIP ARCHITECTS TME MJ MUELLER CO., M!C tHE DRA�Mrlcas: All DIMENSiONS ARE TO FACE STUD UNiESS REV�sb►�s: N,.DI G CODE: G047 E. BEAVER (�tEEK BLV�. P.O. B4X 2747 OTHERNASE NOTEO. ALL DRAIMNGS OF A W20ER SCALE TAICE CHRISIIE IODGE RESORT, SIAiE C-18 YAIL, CALORADO 8i BS7 PRECEDENCE OVER SMALLER SCALE DRAWINGS. DO NOT SCAIF " 1997 UBC c P.O. BOx 2007 PHONE: 970-476-2627 DRAWINGS. ALL COORDiNAT10N OF WORK BY OTF1�125 �IWID 8E ""°". c°`°��°° 81B20 U N i T " B " L 0 T 19 B L 0 C K 7 TMROUGH THE ARCHITECT. FIRE DlS1RICT: 970—g49—�322 FAX: 970-949-U62� $U1IMARY OF WORK: WORK 70 8E PERFORbfED CONSISTS OF i y�� FURNI5HlNG ALL LA80R, MATERI A I S, EWIPMENT, DEVICES AND � ����Y ����: 3 2 � B E � V E R D A M R 0 A D ���� RE(�IIARED TO COMM.ETE THE GQ�IERAL, MECHMNCAL ANO ELECTRICAL MIOFtK AS SHOWNON THE DRAMANGS AND NOTED MERE:IN. ` R� WORK NOT IN TMIS C�j$d�T (N.I.C.1: CO�iDINATE WI7H THE ONAVER V A � i.� C 0 L � R A D 0 ANY AND ALL IIEMS OR WORK NOT IN THE COHTRACT. YYORK TO 8E �,� REQ�!$�Q �E'FARATIONS: OMMER: PERFORMED BY OIHERS OR 8Y THE OWNER, AND ITEMIS WHYCH MALL 8� 1 WR DR. At MRS. BROWN +� FURNiSHED � INSTALLED SEPARATE fROM THE CONTRACT. � 2a4 BEAVER DAM ROAD �` VAIL. COLaRADO 81657 CODES PER111TS. FEES AND TAXES: PERFORM ALL WaRi( TO CONFORM �, R I �y 1MTH ALL APPLICABLE C40E5, OROINANCES, COVENANTS AND LOCAL � �QNSTRUC11dd 7YPE: �� 9�0-478-4310 �,,,J U I ` Q I N V P E R N4 I T S INTERPl2ETAT10US THERETO. CONTRACTOR �1ALL OBTAtN AND PAY FOR J i. . y� ALL NECESSARY FEfS� PERMITS AND TAXES. Q �; • U� �«�A,� ►��S � �� � W pC- WHO ARE THOROUGHLY 1RAINED AND EXPERIENCEO IN THE NECESSARY Q O n AB4� RG. VIATIONS CRAFfS AND IMiO ARE COMPLEIELY FAMIIJAR WITH THE SPECIFlED �� � �� SITE , PLAN SYMBOLS REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORIAANCE OF � x /1fF. A90VE FiNISF1ED FLOOR OPR DA6APER RF.R.C. GLA55 FlBER REIMFORC£D O. J3T. UPE�1-MIB d01ST STL STEfI. THE WbRK. O C� A.B.C. ABOYE SUSPElIDED 0.G OP DAMPROOFlN(i CONCRElE OPP �'P091TE ST STONE O ACC ACCE55 D.l. DEAD LOAD CVl GRAVEL OP. H. OPPOSITE HAND ST�t STORAGE PROOUCT � ! Jm QO � A.P. ACCESS P/1NE1 DEG DEGREE fiRD GROUND O.D. dUTS[DE dAMETEFt &�. STORAI DRAIN FJ�S7NiG f'EANRE PRO�D HAWDLJNG ANO PROlEC ANO INSTALLA UF Ail MATERIALS. L pEM DEMOLlSH, 0�#IOLITION 6T GROUT O.F.S.W. OIiTSIDE FACE STUD WALL STR SiFiUCTURAL MANUFACTURED ITEIAS AND EGUIPIAENT TO Bf IN STRICT ACCaRDANCE IMTH .� � ��; AC ACWSTICAL pyT DEMWNTA9LE GA GUA6E 0/O WT TO OUT SUS� SUSPEht0E0 ' �, AC_T. ACOUSTiCAL TIL� D DEPTH, DEEP GYP GYPSUM OA OVERAI.L SVM SYMMETRY ICAL � ��� �T�R foD MANWFACTURER S OR INWSTRY AG£NCYS IATEST REf�MYENDATIONS ANO � ' ( ) � ��� SPECIFICATTONS. C� Cf O �'; ACR ACRYIJC PLAS"i7C D.R.B. DESICN REVIEW sOARD OH ObERHkNG OVERl1EA0 SYN SYNTHETiC — - - — - - — PROPERTY UNE — - - — - - — � � � ADD ADDENOUM 07l DETAIL HBD MAROBOARD SYS SYSTEM g�g��� PRIOit TO SUBMITTAL OF BID. OONTRACTOR SHALL VISIT TFIE �:: ADN ADDI110NAL bIAG DIAGONAL F�W HARDWARE (P�) PA�IT (EU) - - - - - CQ�ITER UNE - - - - SITE, AND- �OGETHER NI'M THE OWNER AND THE ARCHt1ECT� THOROUGHLY � F- U �; . AQH IIOHESI�E p�/�,� DIAMETER HYVD HIU2DW000 PR PNR 1K80 TACK80ARD INVESTIGATE TME EXISTING CONDITIONS, SPECIAL REWIREMENTS, ANO W O � ADJT hpJUST�ABIE � DIMENSION HD HEAD PNL PANEL TEL iELEPHONE „_ _ � _ EA�AENT/WEIBACK - - - - , PROCEDURES TO BE FOLLOWED. 1HIS INCUJDES, BUT IS NOT UMITED T0. ALL ` J y , DIY OISHWAS7IER HDR MEADER P.B PM11C BAR N TELEMSION Ri(�iT OF WAY COOROINATION NATH THE ONM£R. ARCHIIECT AND GEAIERAL CONTRACTOR FOR Z / , � ���� OIS DISPOSAL HT12 HEATER P.I.O. PAPER tOWEL DI$PENSE1t TEIIIP fEMPERED, ?EMPERAlt1RE F�� 7HE OVERALL BUILDING REMODEL. FlELD VERIFY UMITS OF CONSTRUCTiON. Q � -� � : piV DIVIS40N HTG HEATiNG P.T.R. PIWER TOWEL REC£PT� T.C. TERRA COTTA .Q �. < '� '��M DR DOOR H.V.A.C. HEATIN/ VENTILATION/ ARt PAR PARALLEL TZ TERRAZZO Ea1VIRONYENT AND PROPERTY: PERFORAI ALL WORK THROUGHOUT THE � m � 9 � ALT ALTERNATE pgL DOUBLE CONDITIONING P.Bp. PARTICLE BOAiI@D TMK THICK (NESS} --i-sr g�� p�H " PRO,IECT NECESSARY TO LIMIT POLLUT1aN MID TO PROIECT THE DQSTING �' ' '�' '���� OA DOU9LE ACTING M.D. MEAVY OUTY PTN PARTiTiON TFIR THRESNOLD SURRWNOING ENYIRONMENT. PROTECT ALL EXtSTiNG SURFACfS ANO O �.' ` A.C.I. AMERICAN CONCREIE b.H. DOU9LE HUNG HT MEIGH7 PVk1T PAVEM£NT T.P. TOItFT PAP£R MOIDER w'�— �T�'Y �R ELEAIENT3 NOT DESIGNATED FOR RENOVAL. PROVIDE ALL NECESSARY ~ g, INSTiTUT£ DT.A. OOVETAIL ANCFiOR H.C. HOLLOW CORE PED PEDESTAL 7.P1N. TOILET PAR11110N �, yr��� � TEMPORARY COVERINGS, SAFETY GUARDS AND BARRIERS AS R£OUfRED, i T +� /WA AMERICAN INSTUTWRf t1F v Z -° ARCHITECTS � �� H.M. HOLLOW METAL AENO PDIDANT TOl TOLERANCE CUNTROI SI'fE ACCESS. REMOVE DEBRIS ANO WASTE NATERFAL AS THE � � A.LSC. AMERICAN INSTilUTE OF � DOWNSPOUT H(or) HORIZONTAL PERF PERFORAlE (D) TAtG TONGUE AND Oft00VE t� ELECTRIC UNE + PROfa'RES'SES. MAINTAIN THE PREAIISES IN A NEAT, SAFE AND CIEAN � rN r. DR1! DRAIN H.B. HOSE B18 PER PERIMETER T�B TOP AND BOTTOM o-o CAS UNE -o �� �� ���� DR6l0 DRAINAOE BOARD H.W.H. IiQT MtATER HEATER PH PHASE T.0.8. TOP OF �AM k� AcN.SI. ANER{CAN NATIONAL STANQAR�S D.T. DRAIN TiLE PLS PLA5TER T.O.C. TOP OF CON(*lETE c-r m,Epp{(� � � IF ANY ASBESTOS OR OlFIQt �� lNST1iUTE t�i DRAWER PLAS PLASIIC T.O.D. TOP OF ORAIN MAIERIAL H IS DURING THE COURSE OF ., A.9.T.M. AMERICAN SO((:I�fTY FOR 1ES71Nt4 p�, DRAIMNG NICL INCLUDE (D), (ING) P.WI. PLASTIC lAA11NATE t.O.G. TOP OF FOOTING --` �M C�'E �� � DQIOLIlfON OR REMOOELIFtG, ALL WORK SHALL IAiMEDIATELY HALT AND TME ANO MATERlALS p;�', pRINKING FWNTAiN WFO INFORMATION PL PLATE T.O.M. TOP OF MASONRY ���N� �� _ . . _ . . - . - . _ ARCHITECT AND TN£ 01NI�RS NOliF1fiD OF � MATERIAI(S) qSCOVERED. ' A.D.A. MIERICANS WITN 013`�1BIIJTIES p.yy, pUMB W/UZER I.D. iNSIDE DIAMETER P.G. PLATE 6LASS T.O.PL TOP OF PLATE ARRANGfbIfNTS SHALL 1HEN BE MADE BY THE CpdTRACTOR TO HAVE THE �; ACT I.B.C. �NSTALLED BY CON11tACTOR P/L PLATE LME T.O.PLY. TOP OF PLYW�OI�D u1MT OF WORK MATERIAL ABATED. A.W.G. AI►tERICAN WIRE ('Si !A{� I.8.0. M1STAl,LE� BY OTHER PLY PLYW000 T.RR TOP OF RIDGE 9P0T ELEYATiCJN �', ANC ANC�NOR ANCWORA6E � E�� INSUL INSULATE (D), (ING) P!R POCKET T.O.S. TOP OF SLAB � • LOCATE AND PROTECT A1L E%iS'TMIG 7� A.$. MNCHOR 80LT L.F_ EACli FACf �µT ►NTERIOR PT F'OM�IT T.O. STL. TOP OF STEEL UT1lJTIES TO BEGINNIN6 WOItK. FOR REMODEL WORK, MAINTAMI � ANOD IWODIZED E.W. EACHWAY �NTIYI M11ER6AEDIATE PV.C. POLYVINYL CNLditIOE T.O.W. TOP OF WAIL � HYDRJINT � EXISTiNG SIRUCTURE IN A SAFE AND WEATHER- TIGNT CONDI110N. . APPD APPROVED E1.EC ELECTRIC (AL) p,�V IqVERT (EA) P.E. PORCELAIN ENAMEL lib TOTAL LOAD APP APPROXiMATE E.P. ELECTRICAL PANELBOARO P06 POSITIVE P0�?ION T.B. TOWEL BAR --g-- U11UTY P�.E r' E.W.C. ELECiRIC WATER COOIER ' �- I F,�ENdN PRIOR TO CONSTRUCTION. FIELD VERIFY ALl h ARCH ARCHITECT (URAL) J.C. JANITdtS CLOSET P. T.C. �OST ?ENSIONED CUNCRETE T,L TRACK LIGfiTiNG k' .. /1� AREA �RAIN El ELEVATION JT JOINT L8 POUND TR 7RAN50MI OIMENSIl7N'S M�1 EI.EVAT)ONS. ESTABItSH AND MAINTNN BENt7MilARKS AND �i AUT AUTOMATIC ELEV ELEVATOR J.F. JOMIT fN.LEPt P.C.F. POUNDS PER CUBIC FOUT 7 TREA� ❑ ����� � OTHER MARKERS TO SET LINES AND LEVELS FOFt 1HE WORK AND NEE{)ED TO �;, qy� �y�ppE E61ER EMERGENCY �M1 ENCL ENCIOSE (URE) P.CF. POUNDS PER IJMEAI FOOT TYP TYPICAL � u�T � PROPERLY LOCATE ALL ElEA1ENT5 aF' TNE PROJEC7. CALCULATE AND P.S.F. PWNDS PER SQUAftE FOOT MEASURE REQUIRED DIIAENSIONS. PROVIDE ALL lE�APORARY BRACING, ;�, EQ EWAL � � �� p,g,�, POUNDS PER SQUARE IliCFt UC UNDERCUT SFtORING, WYiMG AND OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO BSNT BASEIAENT EOUIP EQUIPMENT KIT IqTCHEN HOLD STi2UCTURAI ELEMENTS IN PLACE DURING CONSIRUCTTON. ESTA9LISM � 81A BEAtr1 i ANp VERIFY ALL OPENINGS AND INSERT LOCATIONS FOR MECHANICAL. E5T ESTiMATE KO KNOCKOUT PC.C. PRECAST CONCt2ETE UG WMOERGROUNO _�"L 51t�i1�l -a- E�tG BEARING EXC EXCAVATE PqEfAB PRfFABRICATE (0) U.L UNDERWRIIERS IABQItATf�IES QECTRICAI, BENTS, ACCESS AND PLU6ABING, WITH THE APPROPRIATE 1R,40ES, �♦ 9F1 BELOW PF1�1 PROFlNISHED IJNF UNF'INISHED ��; �T �� EXFI EXHAUST � ��� PS.C. PRO\ESTRESSED COM(XtETE U.B.C. UNIFORM BIHL[NMG CODE ❑O � �7 � DRAMANGS AND SUBCONTRACTORS. DO NOT PENETRATE EXISTiNG OR NEW {, �� ��� E) EXISTING LA8 LABORATORY STRUCIURAL MIEMBERS MAlHOUT CONSUITMIG WI1H THE ARCHiTECT. �.B. EXPANSION BOL.T LAD LADDER. P� PROPERTY U.M.C. UNIFORM MECHANICAL COOE P.L. PROPERTY UNE U.P.C. UNIFORtrI PLUAdB1NG COOE g� � EXPAN�ON LB, LAG BOLT U.O.N. UNLESS ORTHERNASE NOTfD O MANNOLE � Q$eRY FACIL171E4 THE OWNER WILL FURNISH TEIdPORARY PON'ER m �� BLl( BLOCIC E.J. EXPANSION JOMIT LAM LAiAINAIE (D) IU� WAIER FaR a 7RUCnoN PuRPOSES. ca�TRACTOR NuST ocAMxdE � � �" ' 9LK6 BLOCi(iNG EXT EXTERIOR LAV LAVATORY CTY. QUANTITY tJRN t1RINAl EXISTING EIECTRICAL SYSTEM ANO VERffY TNAT MIS USE OF POMER NALL IN v �S, 8D 80ARD QT. QUARRY TILE � �; . E.I.F.S. EX7ERIOR INSULATiON AND l.-H. LEFT HANO V.& VAPOR 61YRRIEtt NO WAY DAMAGE THE EXISTING SYSTEAI. ,a B.S. 9UTH SIDES FlMISH SYSTE►t L.H.R LEFT HAND R�YElC5E � �' B.W. 80TH WAYS L �GTM RBT RABBET, RE8A1E YAR VARNISM � CATCH BASItJ � o �{ BO7 ��� RAD RADIUS VNR VENEER � FAB FABRICAIE LW UGNTNiE�GNT � RAILROAD 11E (7NIBKER� V.T.R. VENT THROUGH ROOF ST ANO DEBRIS ENCIOSURES TO SEAL TIiE WORK AREA FROMPTHE � R � 8.0.8. BOTTOM OF BEAM f.B. FACE �'ICK LYYC WGHTWEIGHT CONI`�ETE B.O.C. BOTTOM OF CONCRETE Fp FACE OF Ui1ST LINESTtiNE RWC RAMlWATER CONDUC7+OR (1� VERIfY REMAVNDER Of THE EXISIING FAqIJTY. PROVIDE 1EMPORARY 6ARRIERS OF t� � '� PlYW00D ANO PIASTIC AIEMBRANE AS WORK PROaRESS TO SECURE AND � °Dr" B.O.F. BOTTOM OF F007N�t6 F.O.C. FACE OF CANCREIE l..F. UNEAL FEET RCAT RECEPTACLE Y.LF. VERIFY IN FIELD � n � VERT VERTTCAL OUTfALLIHEADw�Il. /� PfiOTECT THE SURfAl:ES TO REMAIN. q $ B.O.S. BOTTOM OF S1EEL OR BOTTOM F.O.F. FACE OF FIINSFf LNTL UNTEL RD1MD REDWOOU $g c� OF SLAB iA.M. FACE OF II1150NRT1' LL l.1VE LOAD RE: REFERENCE. RgFER T0: V.S.d. VERIICAL �.IP JOINT ba � r� �•' B.O.W. BOTTOM aF WN1. f.O.B. FACE OF S'NDS LVR LOUVER Ril REF1fCT (ED), (fY�, (1lR) �7 VEST�ULE �LLIl4d; NRiERE EXISTiPIG CONSTRUCTiON OS TO BE REMOVED, SUCH � � X � a �d : V!N VINYL -� BORIN� LOCAl10N � R£MOVAL IS TO BE DONE CAREFULLY, AND ANY DAMAGE TO ADJACENT S � B. T.U. BRIIISH UFNT FAS FASTEN, FASTENER REF REFRIGERATOR ` BRZ BRONZE � R.N.D FEMINWE NAPKIN DIS'PENSER 6AW MANHd.E REG RfG15TER VI..B. V1NYL BA5E SURfACES TO REh1AIN SHALL BE PATCF�IED AND REPAIRED TO MATCH U ^ � o � V.GT, VINYL CQMPOSI'f10N TH.E EXISTING. MAKE SUCM EXQI.4RAT10N AND PROBES AS MECESSARY TO � � �`. BlDG SIJItDING D.N.R FEMHrINE NAPKlN R£CEPTACLE MFlt MANUFACIURE (ER) RE1NF f�1NFORCE (D), (IN8) ASCER7AIN ANY REQUIRED PROTECTIYE MEASURES BEFORE PROCEEDING WITH L� ` ,Z o t�i a � oni � V.F. VINYL FABRIqC y� B.U.R BUILT UP ROOFfNG pN FENCE MRB MARBlE R.C.P. REINFQItOED CONC.RETf PIPf pEM0�1?1pN, yERiFY EXISTING STRUCTURAL CONDITIONS PRiOR TO �� FL FIBERGLASS M.T. MARBLE ALE (R) F!£IiAOVE V.T. VINYL 71LE F.Y. FlELO VERIFY MAS MASONRY REQ REOUIRED Y•M�•C. BiNYL WALL COVERING NORTH DEMOLITION. REMOVE ALL NON-SALVAGEABLE MATERIALS FRON THE SITE. .,� V.J. V- JOMT (ED) N j�' CAB CA6INET � FlNIS�1 (ED) M.O. A�ASONRY OPENING RESI! RfSIUENT SCHEDUUNG OF DEMOL1110N ANO NEW WORK SHALL BE COORDINATED BY � FF. FINISHED FI.00R MATL MATERUL (5) RET RETURN � THE CONTRACTOR WITN THE OMMER. / U � C/tD CADMIUiA F � �� p�� hf/J( 1AAXIMUM R.A. RETLIR'N A1R " ` CANT CANTILEVER WSCT WAIN3CAT i,;., CPT CARPfT (ED) �K Fl� � �� ����C�' � RE��� ��� � W�A�� $ALY6�; EXCEPT FOR EXISTiNG CONSTRUCTION TO BE DEMOl1SHED AT ?� F �T �A��T F.E. fiRE EX?iNGU15HER M.C. MWIClNE CA6INET R.H. RIGHT HAND NOT TililE �iALL 1HE CONTRACTOR AS9UA8E SALVAGE WtTHOUT THE NRITTEN Y � - } -- i• E.I.P. CAST-IN-PUACE E-EC. FlRE EX7INGUISHER CA8INET MED MEDIUM R.O.W. �tlf�iT OF WAY W. T.W. WALL TO WALL PERAHSSiON Of 7HE OWNER. � � I 4 ; F.H.G FlRE HOSE CABINET M�R MEMBER R RISER W.C. WATER CIOSET Cd. CAST IRON � FlREPU�CE MB MEMBRANE R.D. Ft00f DRAIN MIP WATERPROOFING ( �� C.B. CATCH BASIN p,W.C. FlRE VALVE CABNJET Mlt 1�ETAL RF.M. ROOF NATCH WR. WA1ER REPELLENT ARCHITECTURAL.. SYMBOLS � - � �:,' (C) Ci�ULK (ING) WS WA7FRSTOP fP FlREPROOf MT.FR. 6tETAL FURRINC RFG ROOFlNG � CEDAR T I T it CDR S WE I� F.R.T. FlRE- RESISTANT TREATED M.R.D. METAL ROOF DECKING RM ROOM GN � CLG CE�UNG F.R.I. F1RE RETARDANT M IAETER (S) R.O. ROUGM OPENING W.W.F. WE1DED NARE FABRVC DOOR MARK a ort � �1" - - , --� CEM (aEMENT �X FlXTLfRE MEZ MEZZANINE R.S. ROUGHT SAWN �•8• ��� �P� C (�lTIMETER (S) W IMDTH� WIOE BUILDING SECTION C.AI.T. CERAMIC MOSNC T1LE �G Fl-+4SHiNG MM MIIUMEIER (S) R.B. RUBBER BI1SE _ _ Fuc �etF Mwic MILLWORK R.T. RUBBER 71LE SDO WINDOW BUILDING SECTION NUMBER NANDOW MARK Q C.T. C£RAMIC IU.E w.c. w�Rm c�uss PLAN - cw� cHa►�e� Fut �.00R pkc) M� �nN�MUM w w�na REVISION r CHR (�NtOM1UlA (PLATED) �-�• �-� CLEIWOUT MIR MfRROR �•�- �EN �� Wf0 1MTHOUT SHEET NUidBER INDICATION ` GR qRfXE F.D. FLOOR DRAIN MISC MISCELLANEOUS SOST SA1�IDSTONE � �� o Date Received CHECKED: ' r�' t�RC aRCU►���r� F/� Ftoat u� Mo� Moout.,� sc� sc,��N we w000 sasE - WALL TYPE O AUG 17 1999 F.PL f100R PLATE MLD MOLDING (S) SEALANT �UII.DMlG SECTION � GL. CLEAN OUT W.PT. WORKING POINT � . FLOIlR FLUOURESCENT MT MOUNT (ING) STC SEATING MAR�C T-� �* �� 'J�,il � pF CO( O C.R G.�AR (AMCE) W.I. WROIiGMT IRON ELEVATIOIV ; � P A � G' F.JT. FLUSH JOlNT M1D MOUNTfO SEG�' SEC110N � � �` y � CLSS GLOSURE FTG FOOTING MfOV YOVABLE SHTQ sr��tn�tc ELEVATION 1 G 6 '�d �.+ V � P� P �, RTIN ��q0 C.W. COLD WATER � FORGED IAGL MULLION SHfi SMEET MARK �� � p �� O V fDN FWNOATION s.►�.R. Si1EET MFMBRANE ROOG\F1N6 DETAtL CUT - � * 1 9 ca. cauMN WALL SEC710N - ' * coMe co►�eiNnnoN Fa �""� (o)> (t��) N.f.c NA110NAL El£(�tIC Cr00E S.AI.A.6.N.RFIEET 11ETAL dc A!R � ��� Oz fR,PR, Fl2EEZE PRaOF CaNDIT10NMi� CONTRACTORS i : COMPT COMPAR7�IENT N.F.P.A. NAl10NAL F1RE PRO'TEC1fON � COMP COMPOSITION (COMP�7E� F.A. FRESH AIR ASSOCIATiON NATIONAL ASSOCIATION � COMPR COAIPRESS (EO). OON). (18LE) F.1.0. FURNISMED AND INSTALLED WAT NATURAL S.V. SHEET 81NYL iL00R CAUERMl6 A�2EA OF WT _ ROOM NUMBER � A CONC CONCRETE BY OTHERS (N NEW SIM SIIAILAR � �. C.M.0 CCII�lCRETE M,ASOMRX IA�NT F.B.O. FURNtSHEO 8Y OT1ifRS N.�. NOIS£ REDUCTION �H' �� H� ELEVATIONS � CONN CONNECTION FUR FURRED (ING) N.R.C. NOISE REDUCTION �Y SKYLJGHT R� µ� caasT cadsrnucnaa fv'r FvTURE N ��a�+r s'�.^ � ,�io�T DETAIL BLOWUP DETML NULIBER sOZ1 No: c.s.i. coNSrnucnoN oe� � A� S'PEGFlCATIONS INSI1TUTf G.P.M GALLONS PER MINUiE N.C. NON-CORROSIVE S.B. SOUO BLOCKlNG SHEET NUMBER � CONT CONTINUQUS OR CONTINUE 6ALY GALVANIZED N.li1.T. NON-NETALLIC S.C. SOIJD CORE �� (:OPITR CONTRACT (OR) p.l. GALVANIZfO IRE)N (NP) NO PA�VT � S�N�R� ROOM NAME, F: � gpEqK� AND NUMBER t F2 W2 C3 �: C.J. CONTT20l JqNT G.S.S. GALVANIZED 51EEL SMfET N.A. NOT APPUCABLE. (AVAILABLE) �C �qFlCAT10�1 (S� WITH FINISHES. r CPR COPPER �f(T GASKET (ED) N.i. NOT INCLUOED COR GORRIGA'IED GO�I GENERAL N.I.C. N07 IN CONIRACT �pT SPRING POINT CTR COl1NTER G.C. GENERAL CONTRACT (OR) N.T.S. NOT TO SCALE � so�un� rrovT (�r'j e �ooR � CS COUNTER5INK f� GLASS: GLAZiNG N0. NUMBER 'i CRS COURSE OL.B GIASS BIOCK ST.S STACKED STUt1S W CR6 CROSS GR111N tiLU-LAM GLUE-LAI�HNAIED TPM86R �5 �� S.S• STAINLESS S1EEL CE1I.ING ' C.F. 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II ' :� ` ' #5 Do�It�S gib"a.c, Q .� � ( � STRUCTUI�AL SPECIFICATIONS fi � � ' � � � �,o. __ _ _ _ _ __ __ ____ _ . _ . � � � I ) Foundation dxeign baseJ u�ou awsumPd maxinum snlle bo.� �- i �u� a ) Glulas wateria: s , manufactur� and quality control shall wnfnrm la ) Conatrucf ralla as followa- � � �S e 2����•�• �.�� � � - capaclty oF 2500 ps[ and eqWv�len[ t luid p� �asure : � n�, p. � � vlt � AITC Vroduct StanAartl P5 56- '/ 1 , 51RUC1'UHAL GI•UPA IJIMINATF.0 -Eaterlo[-2%6 P 16• «- . � �� ��J� u Ib� 0.�. to be ve�ifled by a suils enqinee� at ti � � = f nxcav.�[ iun . 9'IMNP.R nnd IAMINATING SPECIF [GTIONS , AITC 11 ]-fl4 UESICN . -InteriorYx� P 15• oc . , unle�s �wted ot�ervise . � Instellation of perineter d� ain Lo conforn witb so � lc n�p� n ! Simple span beaAS shall be Covbinaiion Symbnl 74F-V� ri [h uo 15 ) All Dea�s , joists and raftera are co bear upnn ralle ot beau , SL� � �� I $ti by onq[naer . All footinqs are to he�r u�x�n n.� tm al nudi �furi •.-d canber. Continuous m- cantileverrd benw uhall t� Combination OR be hunq vlth SIMYSOtl Stronq-7ie �anqers or approved aquwls . soil or wnpacted s[ructural fill as ayprovrd by thn c., � � �: Symbol 3�P-VB vi [h no ca�ber . Adhesives shall con[ur� with the All connection hardvare ae �anufacturod by SIMPSON S[rong-Tie ` 1 � a ,.1�� � i la� 11U, ��ME�� -�� � enqinear . Subwit copy of reporf. to enqinee� . requtrements for wet contlitions o! service . or approvetl equa � s . 71T �L1 R �p� tnn , W ��� ,Iy� �1�5 2 ) All Coundatlon arouud Frerimeter o[ struc[nre ehall hav� min � n�nn / � nll 7'rubolt Nedqe nnchors and Raasets [o be insta : led accordiny ] d ) Ai ] atroctwal �ewEerc a�-e shovn in their final poaiClons ��• 4� � 1 `TME� �f^� I Roet prot�cClon o( �N' Lo botto� of footiny . nll (ountln � � •,n to uanufacturers specifications . Dropnrly preced and supported, during wmtruction it �ey be m�-I �(�(1VE�. � �1t1� �p� valla anA colu�ns to ba ceutereJ on convretr fooLinqE vulrc�: N ) N('7 • s and Versalans ( ] . OF: ) a[C a9 m:mufactureJ by ROIgF. CASCADk: neca�eary tn shore yortione of the sGructure vhile other V � shovn o[�ecwiwe on plans . CoHPO1U740�7 , see shop drawings and �enufacWrers standazd portions are beinq conetrucGd . Contect the s[ructutal " �y. � � � ] ) All caet in placw con�refe wus[ b.. m:�.�., witl� �`urU :.nd c���,.-n� .�e[ails . Al1 W� ilt-up Versalas beaos �ust be q1�ed vith PIAOo etqineer for cw�sultat(an as requi [od . � , ,. w'� � u and attaln �inlsu� conVrerelve at � �nyU� o� �nnn pwi afte� %': and nailed vith 'l. rovs of 16E spikes @ 9^ oc . Veisalnes deeper 17 ) Contractor is Msponsible for ell non-rpscified connections , n � -i '- • � -�q-$�� /1'p�s 8{y�5 (,ONf � • c'�SD° dnye . Desiqn baaed upon BUIIDING COUY. RF.QGIHEMF:N7:5 FnR than I1 7/8^ aust be bolted toqether with 2 rove of 5/8• contec[ etructural enyinear [oz detal ]n as reyuired . Lnglneer ` � �.�u�.w��.�� • q(s�'O � � RETNPORCED CONCRRTF ( ACI llU � , 19v7 . A11 .onvre[x sLabc on dlal�etei Wits Q OB^ oc tOp and WLLO�. Metal %-0[aclnq to approw all EV�nvtU�al �uMtiWtlone . � �� r� • '�" qrade oust be provided conVOl joints ( scor.•d nr cut ) in reyuired B ' -U• un center in ell dlaphraqws . nll nitPrnaGev to 18 ) Ploor fra�ltp antl concrete base�ent elebe �ust Le cowplele and � acCOrdance vith eoils reporL A] t exposed Pdqes o( oonc � ot � pE. raviered Gy enyi�wer . in place prior to backfilli�q wted foundation valla , unleas I `O ; IO.� shall have I/2^ cha�pfer . Concre[e vork shali not havr :�ny q ) Shaat� ( loors vith ]/� • T and G plyv«�d with winiwua span adquate b[acing is in place. �" I I ; ho[izontal cold jointa unlens authorized by the structun� l ratinq of �O/2a or Getter and qlue vith PLai�O . Nail plywc.nal 19 ) Contractor is to woMinat� ell d1�pAraq� penetretlons ( Le , 2_ # S �� (,p�T � i � e�ineer. Fleld coordinate all verUcal cu1J jointa vith vith lOd Q 6• oc to ell joieta , tie]d coordfnTGe acrrv opUon . c�l�neya , plumbinq severs , e[c. ) th[ouq� ( loote , roofs and � ` ' t / _ ._�_.__ etructural enqinear . Cover decka vith azr. ReJvood wlth 2 screvs p�r Iwarinq point . towWetion rallc vit� appropriate sub-contractore . Oeneral - � fI � v� 4 ) ReinCorcinq steel is ASTM Grnde �U . AIl vel �ied wirr lih� � . l0 ) Sheath flat roo(s � - h ]/�� plyvooA yi [� �inimun apan ratinq Cont[actoz is responsible tor rane , aethods , technlqws , muBt confor� vilh l�59'M A185 . Reinlorcenent plaremen[ =1i.. ii of ao/2o or better . Nail plywooA vi[h nd P �.^ oc at pa�ul aequeaees , proceducea , vprkaanship aiM job-aite safety �u �.., p I � ,� � y, Qj' a.x confor� rith MANUAI. OF STANUAHn PRAIT[CP. , l9`iu ns p��pa< <�.i ��, etlqeo and Ia' oc n[ inter�ediate we�bers . associated rith this p[ojset. Csne[al Contractor to varify all t ' , : , . . 3 #s ��- Q �• }' � � � `� p���'� ��� -�� �-'-- CRSI . All lap splices to be •inimum �5 bar d � rm�•ters , a : l 11 ) Sheat� all ex[erlor valle vit� 1/3• plyvood or ori �nteA stranA di�ensiona and elevrtione vlth etcAitectursl d[avinqs . Notlfy �F�� �� ���� horizonta] retnforciny at�el [o n« continno��n �rouna oor��.-� �- boartl vit� nini �u� sFrn ratlnq n[ ��/ii or b•-ttrr . Nail rith enqlna�r ot all con( lic[a oc oilasloni Mtveen varioua ele�ents � R1. � and at rall lntersections . Min � mua� reinCorce�ment proterti ..u : ed @ 6' oc at �e�el eAqes and lY or at in[ersedinta e[uds . of the vorking Orsvinqa en� tM �xlitity conditione baSOCe 2�0� �"��� -COncrete poureA aqains� earth �" 1 ] ) Live loada uaetl for aesiyn- cou�ncing dth that portlon of tAe project . Cena[al 1-��� - � -COncrete ured in foras . ' -ROOl-100 s( enov flat to 1 : 1 � . I � P� D ( ) contrector to iiuprct re�odol proj�ct� and vertfy prior uw anA . -Slabs 1 • -Ploorl0 pe( reei�Mntial . p�op�r alepoul o[ axistin asGrial• � 5 A11 lu�ber shall Le Iwu9- f' ir 12 :;�s m L¢t �ra . .� II w. . l :a.u, : �.-1 -I�ck- 700 at . 9 ( 1 .� . asM�Cw . atc. ) aa ) P raquir�d by coA�_ Id�ntity of �11 �xlatlnq hidden etruc[urel lunbcr ahall be �la•n- Fi � I : s�e: n� bi.tte� ( a1 : . wob�r � i � hi �: ; " -wind-25 V�� - •Lrnts ba�W ppon plaro by SNOMUON tlOPK1N8-ARCH17RC1'6 d�taA ^ of tlnls7 q[ade muat l.e rolonNutly . Prov � J•� tio ; i •.1 DI„� -� : : :� -ParthquakrT.one 7 UIK. 10-9-79 . SECTION B �t e ' -n^ on centPr n� a � l Jiapf�n.yw¢: . A : I . .� li.m:ir. [ :• : •. � � � All cormtrw;[ion aunt . owly wiUi tha Iv9] � niturn Nuiiding ]O ) All �aGiiels �f[po�sd to �[briot and/oi �olsiutv conditione C � ��■ _��0� � _ � continuous bearing to foundatiuu . Code a� adopted by Lhe Tovn of Vail Bulldlnq uapart�ent and tT¢ shall be traetaA�for t�• �itions ( iq che�iopl tree[wsnt , A �C�-C� � . . S v � � •Genaral Conditions of the Wnt[ecC for Conn[ructlon• ( AIA �talnirq , painti da roofl �ewbrehu , flaehinq, etc. ) a� �� �R� " ri ' _ H—�-^ Docuwnt A2U7 ) . All construction �ust ba co�pleted vltNln the raqW [ed by code . All �at�rlale to be tr�a[ed for flz� - � -� ^� w �, �in � �1 3q, � I�O . �olerances deacrlbetl in the 'Hesidential Construction realaCanw as requintl by coM . � I�Sy��M � �� � , 4��'��' PaC[or�enca GUitlslinas• ac pr�p a[ad b y the NA7IONALIISSOCI A T I O N - , {/ y� � - or xoNe eu� wexs . . . . .. - . . . . . _ . . . _ ._ .. . __.. . . . . . ____ . . r .µ V N �A � � N � d � � . � � � Q� ' ih+�EL7 To fRN-�iNG � LR � 2 .�GER �' : - ; bd Ir+�f�-l�p ��� `P , � �� 2- S18'� + i� �� I �?'.Y-ES E �pJ' o. G Ir�ro 3 rrv �cst,, � f�t5 C I6" o. 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' _ :; s . _ . _ � - - - . . . , . . . • . . . . , - - �. - ' a ..� ; � . . . . . . . - - . . p�C :�; f� R eE''K.R • js � .4� ' � y + 4' � _.R.1 . _ . . . . . . . . � . � . . � .'��' . - . -rs . .. . . . � . _ . . /�� /��� p�� `�' '%� r 3 � F• s �. z ":: r� , -•k . ;. _ ,� IEW. ! +� 5t �_# � °t a�`' - . . . . ' - . . . . . . . VC��VI� I�GY , , ` �,• h ' � _ . _ ISSUED: . .. _ et . � . 1 � . _ . . � .. . . . . . , . . � _ ` � . .. - - . - . . , . M R � ! - . - - . . . . . ' . . - - . . - . . - . ' . . . _ . . btll: 7� 1i- '� x , �'. . " . . . . - .. . - . . . . . . . Qly r � �,I •, ' ,' ' ;:. ;. . REVISIONS. }!zi � -T..Y` i � ._ iz ." . - a. ' � Y � _ - - _ . . . . . . . . - . . ' _ - . - . . . ' . . � . ,_ . . . - _ . , . n ' � " ` .4 J .= r . ' - _ • : . ' _ . . . - .. . . . . _ . . . . .+� $E� � t t .. '. _ . -. . � . ,- � - � - . . . . . . � - . _ - .. . . . . . - . . . _. . - , - - ' . : e h Jz . � . . _ . 6 � i : � ' . - . - . . . .. . . , y - i �� '. ... , t . . 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