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PRJ09-0058 B09-0067.PDF
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FLDOD OPENIN6/V�NT PAR P�4R�4LLEL .�R$U5GhOQOI.com � M�4TERIAL5, EQUIPM�NT, DEVIGES AND �pJ /�DJAGENT FUR RIRRED(IN6) PB PAT?TIGLE B0�4RD �-I.I EXISTINC LOWER FLOOR PLP�N O SUPERVISION REQUIRED TO GOMPLE'T� T+� 6ENERAL, T�GHANIGAL AND A66 A6GRE6�4TE FUT R1'URE PAR P�4RTITION �t-I.2 PiZOPOSED LOl�I�iZ �LOOi� PL�4N TIM AND 6RETGHEN KTI�N ��� ELEGTRIGAL WORK A5 SHOWN ON THE DR�4WIN65 AND NOTED HEREIN. �-T �-�w�� P1�MT �'P`YEMENT A-2.I EX I STI NC Mfi�I N FLOOiZ PL�N 4643 SOUTH ULSTER ST. �� O � AL ALUMINUM PER PERIMETER RE6ENGY PLAZ�4 I SUITE 1580 �h-2.2 �'i�OPOSED M�I�! �LOOR PL�N � Z L� O WORK NOT IN THIS GONTRAGT (N.I.GJ� GOORDIN,4TE WITH THE OWNER ARGH ARGHITEGTNR,4l-) 6V 6ALVANIZED PLST PL�45TER pENVER, GO 8023? , ` THE GONTRaGT, WORIG TO � ,qp ARE,4 DRAIN 6A 6P�U6E PL�4M PLA51G LAMIN�4TE �-3.� �X15TINC UPP�� �LOOR PL�N (303) 68�i-264�i v— � ��` PER�ORMED BY OTHERS OR BY THE OY+MER, AND ITEMS WHIGH WILL BE Z� ' FURNISFfED OR INSTALLED SEPARATE F20M THE GONTRAGT. �O aUTOMATIG 6G 6B�lERAL PL PL,4T� /-�-3.2 PiZOPOSED U�'P�iZ �LOOi� PL�4N � ��— f ! GCNTR�GTOR P� PLYWOOD �4-4.1 EXISTINC ROO� i'L�1� �4RGHITEGT �—�'� 0 � 6L 61J�55(6LAZI N6) PT POINT �Z.��- � GODE5 P�RMIT5 �5 AND TAXE5: PERFORM AU.. WORK TO GONFORM BSMT BASEMENT 6D 6Fu4DKIN6) PVG POLYVINYL GHLORIDE �-4.2 P�OP05ED ROO� i�LA�N JMP ARGHITEGT5, ING IN,4NGE5, GOVENANTS AND LOGAL 0041 E. �EAVER GR�K BLVD. � � it�z�r�Tior�s �ro. GONTRAGTOR SFfALL OBTA�IN �ND P�Y F�DR BM �c++ M�� c�v �v� P� �n Lir� �4-�.I EXISTIN� �ND PiZC�P05�D NORTH ELEY�TIONS Q� rs ,�-�.2 �XISTINC �4ND i'i�OPOS�D E�45T �LE�/�4TION5 0��X 2� �RT SUITE Gib Z�� ALL 1�EGE55ARY F�S, PERMITS AND TAXES. BEL BELOW 6T 6ROUT �� ���� 6�D �� � �ius �-�.3 EXISTINC �Nn PROPOS�D SOUTH �LEV�TIONS �voH, co, 8i62o ��1,U1— tl� Qu,s,�.irr �nt�c�� usE �a-r� �s oF sKiu� wo�r�v B � wp��eoatz� RL RAIL(IN6) rh-�.4 EXISTINC �ND PiZOP05�D l�lEST EL�1l�TIONS (�o) q�+-q322 F�X (q"10) 94�{-0629 �N Z� � Y TRAINED AND EX?ERIENGED IN THE NEGE55ARY B Y D B E l'O N D REG REGOMMENDFD �-'��Q�T'� G R A F T S A N D Y�F f O A R E G O M P I..E T�L Y F�4 M I L I R R W I T H T f i F 5 i'E U F I E D BIT BITUMINOUS REF REFRI6ERr4TOR � REQUIREI�TITS AND THE METHODS 1�EDFD POR P�4PER PERFORMANGE ,- - �_ '���, `O O F T H E W O R K. B L K 6 B L O G K I N 6 H W H A R D W P�R E R E 6 R E 6 1 5 T E R 6�N�R�tL GONTR�4GTOR �a�s;=Y r, �;„< .�3 =, , __� _, , BD BOARD HDWD HARDYJOOD REINF REINFORGKD)(IN6) � r '4�� u1 k � 86 �°' O �� �J m� SLUEPRINT GONSTRUGTION GO. ���.,��.s'�`�� �_,,�� w.,�y :. la3 50DA GR�K GOURT ��'��;��,� � ,, ' _ MAt�UF�4GTURERS SPEGFIGATIONS /�ND INDUSTRY ST�4T�Dr4RD: BO'TT BOTTOM HDR HE4DER _ ' T O T T O IALS, BLD6 BUILDIN6 HT6 HEATIN6 REQ REG2UIRED DILLON, GO 80432 � .."�. ;�3 MANUFAGTURED I'TEMS AND EG2UIPMENT TO BE IN STRIGT AGGORDANGE HYAG HE4TIN6/ RET RETURN Z (9'f0) 333-Illa �i- WITH MAMJFaGTURER'S OR INDUSTRY A6ENGY'S LATEST VH�ITILATIOW REV REYISE(D)(IOt� ��'"^�"°°�°� s�-0� ��a �e���-b 1 q O - �GOMMENDATIONS P�ND SPEGIFIGA�TIONS. GAB G�BINET AIR GONDITIONIN6 RH RI6HT HAND �NC7�r�ERS . " _ „�°-= �'° � � GPT GRRPET(�D) I-IT HEI6HT ROW RI6HT OF 1^IP�Y (=F ` , ,.�r�!� MJ r1UELLER GOMP�hNY ING. � , �,`.`��" C 51TE REVIEW: PRIOR TO SUBMITTAL OF BID, GONTRAGTOR SH�hLL 0/ISIT THE G5MT G�SENIFNT HORIZ HGRIZONT�tL R RISER �h -- , � WITH THE OWNER A�ND Ti-� �hRGHITEGT, �Y GI G�ST IRON HB HGSE BIBB RD ROOF DRP�IN 1963 �LPINE DR. � I �REQUIREMENTS AND TER HEATER RM ROOM r` ' VAIL, GO 8165'1 � � INVE5TI6�4TE THE EXISTIN6 GONDITIONS, SPEG�tL , GIP Gr45T IN PL4G� HWH HOT W,4 (� - PROGEDURES TO BE FOLLOY�D. THI5 INGLUI?E5, BUT 15 NOT LIMITED TO, ALL GB G�4TGH BASIN RD ROU6Fi OPENIN6 (�fi70) 4'76-262'7 . GOORDINATION WITH THE OYJNER, ARGHITEGT �4ND 6ENEfZAL GONTRAGTOR GLK GAULK(IN6) � � FOR THE OVERALL BUILDIN6 REMODEL. FIELD V�RIFY LIMITS OF GL6 GEILIN6 INGL INGWDEfD)(�D) � GONSTRIIGTION. GEM GEMENT IN5 IN5UL�4T�(D)(ED) SGHED SGHEDULE(D) � ' \ . .� G�R GER,4MIG INT IN�RIOR 5LNT SEAL�NT � v ENVIRONMENT AND PR�RTY• PERFORM ALL YdORiC THROU6HOUT GIR GIRGLE INTM IN�MEDIATE 5EG SEGTION " T G TO T POLLUTION rhhT1D TO PROTEGT TNE EXI5TIN6 Z SURROUNDIN6 �M(IRONMENT. PROTEGT AI..L EXI5TIN6 SURFAGES AND GIRG GIRGUMFERENGE ST81G 5ET8AGK �/ ELEMENTS NOT DF516NATED FOR REMOVAL. PR;OYIDE ALL t�GE55ARY GLR GLEAR(ANGE) 5HT6 SHEATHIN6 ../Y L(.� GO�� �����Y +�Z� , 'I�MPOTZ,4RY GOVERIN�55, 5,4PE1Y 6UARD5 AND BARRIERS AS REQUIRED, GOL GOLUMN JG JANITOR GLOSET 5HT 5H�T ./' �O Q�� - GONTROL 51TE AGGC-55. REMOYE DE�IS AND hW5'TE M/�TERIAL AS THE GOMB GOMBINATION J JGIST SH SHEL�(VIN6) WORK P'R06RE55E5. MAINT�IN THE PREMISES IN A NEP.T, S�FE �ND GOMPO GOMP051TION JF JGINT FILLER 51M 51MILAR � • � Q� I—�� GLEAN GONDITION. GONG GONGRE'fE SKYL SKYLI6HT GMU GONGRETE 5G SOLID GORE � I�� � +� � Q— Q�� A5BE5T05 ,4ND HAZ�4RDOU5 M,4TERIALS: IF o4N'�' a58E5T05 OR OTHER MASONRY UNIT KPL KIGKPL�TE SPEG SPEGIFIG�tTION(5) �� SEGTIONS �'� � �Q � � N ' D DURING THE GOURSE OF GONST GONSTRUGTION KITGH KITGHEN SB SPLASH BLOGK �`/�/�, �� (�" DEMOLITION OR REMODE�IN6, ALL WORK SHAU. IMMEDIATELY H,4LT �ND TFiE GONT GONTINUE KO KI�OGK OUT SQ 5GKJARE N 1�� C ��.(�� " ' � ��' 1 v Y "! � � `� ARGHITEGT AND T� ONWERS NOTIFIm OF THE MP�T�RIP�L(5) DIxOVERED. GONTR GONTRAGT(Of� SF SQUAR� F�T �,� �G��V V �V `�\� � �� O AW�4N�MENTS SH�L THE1J BE MADE �Y TNE GONTRAGTOR TO HAVE TfiE GJT GONTROL JOINT 5T Sn 5T�41NLE55 ST�L '�'n/� C��`r' ,�f�/� � � G� ��rt� � O , ` MATERIAL ABAT�D. G6 GORNER 6UARD L I��BEL(ED) STD ST�4NDARD W n-�.� E INTERIOR ELEVATIONS , 1 C/V V ,U V� V CJ�W ' i � �—�� V T D � /� 1,,� n � EXI5TIN6 UTILITIES AND GONDITIONS� LOG�4TE AND RRQTEGT �4LL EXI5TIN6 GTR GOUNT�R LBL L?HORATORY 5TN STONE v ���U��V`� , \ . FOR REMODFI.. WORK, MAINTAIN GFL GOUNT�RFL�5HIN6 L�B L�DDER 5D STORM DR,41N � � O v ��� �XI5TIN6 STRIJGTURE IN �4 5AFE �.ND f�lEATHER-TI6H'f GONDITION. G5 GOUNTERSINK 1.AD L/s,6 BOLT STRUGT STRUGTURAL S �� � • �^ �� � ~�N� - GR5 C;OUR5K5) LB LAMIN�4TKD) 5YM SYMNtETRIGAL � DEl'�41L5 �X/� �� � � � O O� FIELD EN611J�ERIN6� PRIOR TO GONSTRUGTION, PIELD VERIFY ALL GR6 GR055 6RAIN LAM L�T H�4ND �-ia �..Z� ��J.�'�"�' P►TIONS. �STABLISH AND MAINTAIN BENGHMARK5 LH LHd6TH [� r�s • � AND OTHER MARKERS TO SET LII�S AND LEYELS FOR THE WORK AND �V" � Y • � o 1�DED TO PROPERLY LOGA�TE ALL ELEMENTS OF THE PRO�IEGT. LT L 16HT TEL TELEPHONE V �w � GALGULATE AND ME�SURE REQUIRED DIMPNSIONS. PROVIDE ALL DL DEAD LO�D LTWT LI6HT Y�IEI6HT TG TERiZA GOTTA OI WINDOW REFERENGE '� 'fEMf�ORARY BR�4GIN6, SHORIN6, 6UYING AND OTHER M�N� TO AVOID �O D E M O L I S H�D) L L L I Y E L O A D T H K T H I G K N E 5 5 � - DFP DEPRESSION LVR LQUVER THR THRESHOLD • nes�oR�es,s�sAURna+��►� c EXGE551 V� 5TR�55E5 AND TO HOLD STRUGTURA� �LEh1FNT5 I N PLAGE ������ ' �'� � � o�.�no�Nn�rc�wt�co���� � DURINS G O N S T R U G T I O N. E S T R B L I S H �4ND VERIPY ALL OPENI1V�55 AND DTL DET�IL TL TILE A DOOR �:EF�NGE �j�� • x�ane�satu�aco�rsnairrn+�wrr�ac INSERT LOG�TIONS FOR F�GHANIGAL, ELEGTRIG�L, VENTS, aGGC-55 AND DIA�6 DIA�6RA�M TOL TOLER�NGE O � a:Praa�sTOn����r �� PLUh�IBIN6, WITH THE APPR�OPRIATE TRADES, DRAWIt�65 AND DIAM DI,4METER NB MAGHITIE BOLT T�6 TON6UE �4ND 6ROOVE �������,r,p�� SUBGONTRAGTORS. DO NOT PEt�TRATE EXI5TIN6 OR NEW 5TRUGTURAL DIM DIMENSION MFR M�4NUFAG?URE(i� TO TOP OF v�w.ca�ucrwrnne���oR r1EMBERS WITHOUT GONSULTIN6 WITH THE ARGHITEGT. � DW DISFfWA5HER M�45 M�50NRY TOS TOP OF SLAB QI RE1/1510N INDIGr4TOR � ��►no��u co4smu��,onu�r� � DIV DIVI510N MTRI_ M�TERIAL TOW TOP OF WALL �������� 'I�MPOR�RY F�GILITIES� THE OWNER WI1..L FURNI5H TEMPOR�RY POY�R DR DOOR M�4X MIJCINNM TB TOhEI. BAR � ROOM NUMBER �' "• � GO TION PURP05E5. ,GONTRP�GTOR MUST EXP�MINE p�1 DOUBLE HUN6 MEGH NlfGhfANIGAL T TREAD EXI5TIN6 ELKTRIGAL 5Y5TEM AND YERIFY TH�T HI5 USE OF POY�R WILL IN pg DOWNSPOUT MED M�DIUM TYP TYPIGAL � � NO WAY DAMA6E THE �XISTIN6 SYSTEM. pRN pR�41N MMB MfMBRANE , REl/1510N5: , DWR DR�4WER MTL M£TAL # DATE NOTES TEMPORpeRY ENGL05URE5 FOR REMODEL WoRK: DW6 DRAWIN6 MYJK MI�WORK UNF UNFINISHED - - - - - - - - - - - AREA FROM THE MIN MIVIMUM UNO UNLE55 NOT�D OTFiERW15E BRIGK . . . - - - - - . . . . 6L�455 '�'���� �'� �/�iI � +.� R'71*'13+°,+�`�'•✓"'�i � �', �a�������.�'��t�.; �x,�' � rz�rr�irux� oF � exis-ra�s FACi�n-�r. �rnn� r�nsc r�n5c��ous ����� ��.�`� ������ OF PLYWOOD AND PLASTIG MEMBRAI� AS WORlG P'R06RE55 TO SEGURE �G ELEGTRIG(�tU MOD MODUL.P�R AND PROIL-GT THE SURFAGES TO REMAIN. °' � EL ELEV�TION MLD MOLDIN6 V8 V�POR BARRIFR GER�4MIG TILE INSULATION � DEMOLITION: Y�I-IFRE EXI5TIN6 GONSTRUGTION 15 TD � REMOVED, SUGH ENGL ENGLOSE(UR� MT MOUNT(�D)(IN6) VAR V�RNISFi TO BE DONE GAREFU1.l..Y, AND ANY DAMA6E TO ADJ�4GENT EQ EQUAL MOV MOVABLE VNR VENEER SURFflGES TO REMAIN �o�TPON � PR�OBES A5�ESS�RYT� EG2UUIV EQUIVALENT NNLL MULLION vVERT vVER�IGAL w �' ' GONGRETE �T'°`L � � � p � � � EXI5TIN5. MAKE SUGH EQUIP EQUIPMENT ASGERTAIN ANY REQUIRED PR4TEG`fIVE 1�A5URF5 BEFORE PROG�DIN6 [-�T ESTIMATE VB VINYL BASE D WITH DEMOLITION. VERIFY EXI5TIN6 5TWJGTURaL GONDITIONS PRIOR TO �(G EXGAVATE NAT NATURAL VT VINYL TILE GONG�TE MASONRY =_____= PLASTER, GEMENT, DEMOLITION. REMOYE A�L NON-SALVA6EAB1� MATERIA�S FRUM THE 51TE. �H EXHAUST NEG N�GE55ARY UNITS =_____= 5��, � �� 5GI-�_DULIN6 OF DEMOLITION AND NEW bdORK SFfAL.L BE GOORDIN,4TED BY EXIST EXI5TIN6 (� N�W APR 2 3 THE GON1RArGTOR WITH TI-� OYdNER. � EXP EXP05ED NOM NOMINAL WTW WALL TO YJALL 155UED= 03 2 2 SALYA6P: EXGEPT FOR EXI5TIN6 GONSTRUGTION TO BE DEMOLISHED, ,47 EXT EXTEiZIOR NIG NOT IN GONTRAGT WG WA'IFR GL05ED � � / G1T 5TONE PLYWOOD TOWN OF VAIL p{��y $Y: GRP � �Fi�SFi�L.L THE GONTRAGTOR �455UM� SALV,46E WITHOU'f THE NT5 NOT TO SGihLE WH W�4TER H�4T�R I�ITTEN PERMISSION OF THE OWNER. � WM YJA'TER METER FO F�4GE OF WP W�4TFR PROOF(ING) EARTH o0 0°0 00 0 0 0 o POROUS FILL pR,p� B�; SPEGIAL NOTE� SO I L 6 A 5 E 5 M IT I6�4T I O N S F f A L L B E R E G K I I R E D I N A L L FOG F�GE OF GONG OG OT1 GENTER WWF WELDED WIRE F�BRIG � GO O , TH DURABLE POLY FILM YAPOR BARRIER BENEA�TH SLAB .�---�•� 0000000 � FLOORS, AND REINFORGED POLY FILM IN GR,4WL SPAGES P�R "GLEAN SP�4GE � FA�GE OF FINISH OP OPAG2UE W WIDTH _ ___________ 5�.� � BaSEMENT 5Y5TEM" GO., OR EC�UIY�LEM'. RADON AND MOLD TESTIN6 5HALL FOM F�GE OF M?SONRY OPN6 OPENIN6 WIN WINDOW �-� FINISH WOOI7 �� � ----------- ✓"'` �,�3I�jD -- BE PfERFORN�D AND NATIONAL STANDARDS 5HALL BE REG06NtZED. FOS F�GE OF STUD OPP OPt'OSITE W/O WITHOUT F L A 6 5 T O N E ��� p�� O ,� FOW F�4GE OF W�4LL OPPH OPPOSITE H�ND WD WOOD O �5��' kj,L � ` WI WROUGHT IRON FRAMIN6 LUMB�R ' . : . . STUGGO h � `s' TITL� ', � � '�'��� 1�— _ � �p � � � � � � � -o�°� T- I . 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I J � � � � � � � � � � b� � o �• �� t� •� m u � / � � � � °� \ � � v / � i ��:��. LOT 9 � ° � ��a� ` �.�i��vii;�� � � ������� �,�t�- ��� � � EDGE OF PLOWED _�,•��,i„� `; INDICATES AN �b DRIVEWAY � 8460.0 ���;�,�,+�';`,� ,'� � ���,� � ""�����°' � EVERGREEN TREE � _ '�et 8460.3 ,��* � ss �(8459.3 \ *�� � tz�� '�A� � � / 1a�8459.0 / �(8460.3 � � � / � � � / � GRAPHIC SCALE �59 9 8459.7 � EDGE OF PLOWED � / � � \�— ROADWAY � �o o s �0 2o ao / �t 8459 3 / \ \ \ / 8460 / \ I--�I � � � ( W FEET ) / ` � � 1 inch = 10 ft. LOT 10—A � �846°.2 s o \ 8460.3 s��f / �p \ 7�8460.8 �j O WOOD FENCE •239 ACRES / �8459• �O / �D� 1 Z � 4424 A STREAMSIDE CIRCLE / / 0'�� � � O / c \ 1 1 � � / ��, � '�8s , � C—�+ ld 8459.6 � �461 7 M"�� / ��� / T� n O ^ �`\ / . "' o / v 1 r—y 1 .3 � F�1 / � • 4 '8 � � / ��� � � / / O � ,, g s6 0, / \ �33• � / •�6� DEC DUOUS TREE O � ryo ��0 MAIN FLOOR� �8460.9 8460.4 �8460 5 / � ,-� � cF EL. = 8462.7 o DECK / / � � ^ _ F< � � � �-, �, �, �, � \� 8g9 �/ ryo° �`��• ELECTRIC � O r ^�Q \j• � / TRANSFORMER � ri � 79p • ` � / � � � � � �8460.5 8460.6 � 3� ` � O O O �� OUTLINE OF O�ry / � S�,(� � �� � o DUPLEX ST�UCTURE � o LOT 10—B 'I�j(� ~ T/� ^ O .�t� / w ��1 ryo � / 0.240 ACRES ��� �j � � �� � DECK EL.� h � �� / 4424-B STREAMSIDE CIRCLE S/ � � � � = 8460.4' �>>. •� � �\ �5460.5 O � � � •�' / � � � F � � _ �\ ti c�o� / ��\ ' � / C� � � � _ �� �3. ;� � DECK �� �� M �� � 8454 � ti � � ` � � F-+-I , DECK � � � � �9�� r ��o, o � � �g \ � w � � � 9 S60'11'25"E p �� � Q � / 3.08 , �0 \�� ���� � MAIN FLOOR� `�O' \ � O � � � � J � // EL. - 8462.7 / �/� � F� \ r�� � \ l \� 'g9, � V 1 � �' / R/ �f � � ��S / ��F� ,�,�' , � ` ^l �� G-C � aZ � ��Q�• 2- ., � � 6 , <. , � 0�.�, �� �� t `� � � ti ' 89 ' � w i ��»\ \ / S3,ry ��•O ' O FOUND WITNESS CORNER �. � � � '��• ry� NOTES: O O ELEV = 8447 4 � ° r� s � � ' � APPROX. ��� `\ � �`� J \�� DECK EL $ 3� 1) DATE OF TOPOGRAPHY: 2/12/2008 � FLOOD PLAIN � = 8462.5' � � � � � � � —� _ \ ��� �O 2) BASIS OF ELEVATIONS: WITNESS CORNER MARKING THE SOUTHEASTERLY CORNER OF LOT 10-B, M..� \ � �� �� DECK �� ELEVATION = 8451 .7' (NAVD 88). � � O \ �.� cp — � �--I - � �, ��. p� �_� �� � 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY O � � � � � INDICATES A \� // 8458 • DEFECT IN THIS SURVEY WITHIN THREE YEARS A�fER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, _ � � ���.� �� BOULDER ��\ ^ MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS 'r"� �� �� � . \ � � � � Oc� LOT 11 FROM THE DATE OF CERTIFICATION SHOWN HEREON. � � � � �� 8456 � ��`�8 �� , � � � PLATHFOR�THE AS BJ�ECTNPROPER1YSEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD �I o �.tij � _ 8454 O O _� � N� � � � � ����� �O _ _ �O 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. � \ ��� \ APPROXIMATE .O� � � 50' CENTERLINE ,��0 6) DEEP SNOW WAS ON LOT AT TIME OF FIELD LOCATIONS. OTHER FEATURES MAY EXIST WHICH WERE NOT APPROXIMATE EDGE � � ` � p � � �'� ' � �.�� � � • CREEK SETBACK G� SHOWN HEREON. OF GORE CREEK StQ � O � 6 � 8 7) DUE TO DEEP SNOW, MINIMAL BOUNDARY MONUMENTS WERE LOCATED. THE LOCATION OF THE Q � �s2 IMPROVEMENTS SHOWN ARE APPROXIMATE. ADDITIONAL BOUNDARY CONTROL SHOULD BE ESTABLISHED PRIOR O� � � \ � � � �??s TO CONSTRUCTION. 0 � .�� O \ � ss• � • \ \ \ � 8) 100 YEAR FLOOD PLAIN INDICATED IS INTERPOLATED FROM FIRM PANEL 0493D. N �j 3 � � � � o = \� \ cp '2 `� O ` � � � � � � FOUND WITNESS CORNER \ \ � � � � � � � o ,;� �, ELEV. = 8451.7' N � 2 \ � � �' �' SURVEYOR'S CERTIFICATE z ,� ��/s . \ \ � � � �,� � Q W � , � � �` I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE e � z ���Q�� _ ' � � �� ��� OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY � � �' � � �_ � � � SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. -� APPROXIMATE EDGE 3? � APPRDXIMATE CENTERLINE � \ � � OF GORE CREEK '?�' _��� OF GORE CREEK _ � _ � � �. — \ �0 � � � Lr��,f � —_ 66' � \ 20� PEDESTRIAN, DRAINAGE, AND U1ILITY EASEMENT -------------------- �� ���-H- ` , � --- � � � � � • �4� � \� SAMUEL H. 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Q�z � � . 1�! z �s I. REMOYE AND REPI.AGE ALL EXISTING WINDOWS W/ "ANDER50N, '��Z� N � „ N� i � PELLA, AN� oR APPROVE� EauAL. � }-�Z m�Q �X I ST I 1�� �IO�T� �����T I O1� 2, ALL NEW 51DIN6 TO MATGH EXI5TIN6. �r� O� sG���: y,Q.�, _ ��_o�� O -��- vm-� - 3. ALL NEW STANDING SERM METRL ROOFING TO BE "DREX METAL" Z � . 4. ALL NEW WINDOW TRIM TO M�TGH EXISTING � . � � , Q �l _ � � � - � _ � � - . . Z � - i �a5t 5ide ot 10-� � - � oQ �a I ent .� � d� ot 10 � o_ �ne �n 1��5t 5 � �_��'� � �� � o� Q�_ � � ,Q � �u �� o � . � �o�� � O �-r��-� . joo�� ����� - ������ ������ -r.o. PLA� s�t,.�►�w n��„r o�.�,��► — ELEYATION 126'-0° �o�oR,"�°a+��',w,r r�ornc OR PRO�FZT 0'I}62 71YY1 TFE 5P6GE1G PRO.FLT ri1L111FEY Y�I32E PI�I�A}I)DENS�OPC� N1110Uf 1FE YRIifB�GOt�BIi OF.FP I�RGFITEGT5r - IIG V15UAi.GONTAGT NiH TFE'5E DRIIh111B6 OR SPFtaflG�R11Ui�i 511ML GOIlSTIIUIE GONGIJIf�11fE I �2 EVDBIG�OF AGG�UINGE GF TFE5E RESiWGT101� REV��J'��NJ: — — (� �L� # D�tTE NOTES s — ELEV�TION IIS'-0" � � i � i � i - -- - --- --- � ■ ■ ❑ ■ ❑ ❑ ❑ ■ 155UED: 03/24/200q —— ——— ——— —— —— ——— ————— DRAWN BY: GRP _ MAIN LEYEL� GI�GICED BY: � _ — — — — - ELEVATION IOQ'-0" �,�T �R: — � o000000 ' ��� G��''�°�A� �X15TING �ND � . i�'i�O�OS�I� 1�Ofi�T� �����T I O1� ,�� p,-�o��c�� '� i'ROPOS�D NORTH ` - � + SG�4L�: y4�� - ��_O�� �� ��ZO �L�1lA�TIONS + - `� � �� g � � � � . 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ALL NEW 51DIN6 TO MRTGH EXISTING. � �(� Q�� i � � � Q � , 3. ,�LL NEW ST,�NDIN6 SEAM METAL ROOFING TO � "DREX METAI.° �� 13 �s �7 �a u„� �� � 4. NEW WI OW I ,� � � ��� � ALL ND TR M TO M TGH EXISTING . � v-��"� � U� �—�N— � u� �v�.. � �O O�d-� ; � EL�YATION I 18'-0" ����} ` v t�w�iw�►�rsr�cr►naw,�,c� �w�w+sa���e�ne�r��rv �u.r�+n��n oF.w�ac�nscr� NG.NO PARf 1}HY�OF 5FW.1�GOP�, � TD O1tBt5 OR U5�IN GONFGTION Y11H AFK�iORIC OR PI�O�GT Oil�t TilAtl TFE 5PELEIG PRO�GGT Y41G1 TIfY Y�E PR�/IR�AW DL'VELOPB� '� NiF10U�11E YRIT'IHI GOIE811'OF.FP IiRLF11BG15r � !G.VISUAI.GONUGT Y11H T}LrE DRAW11�5 OR � ENDHICF OF I1LG�T/INGE OF TF�RE51WGi10ll�. � M�t�H �� � � EI.EYATION IOq'-0" i — — � � REVI51oN5: # DA'TF NOTES i � ' � � � � � � � I � I � I � —— — — —— — — 155UED: 03/24/200a �— — — — — ———— — — — — ——— — ——� -- - --- --- --- - --- --- --- --- DRAWN BY: GRP �'fi�OfiJOS�I� l�I�ST ��.��1�T I 01� �+� BY= ..,►� PRO.�GT t�1h1BER: sG�L�: y4�� - ��_��� o000000 - Q� G�/_�n��;;�� . , � �,,� p,T I I'�6 �,� ���:� ` a� ,�.,,�' �'° ``A � � �X��JT�H�'7 �ND � � _ � i�ROPOS�D W�ST o ��1 g� �' � �L��TI ONS -; � r- </ �4� r � � �� R ��\ �ti.s � / O� . ��,� ���,� �Q� I _ __ , I � " \ ,�� ' l i � � . • I � _ r `` i ■ � � /I � � � - �la I ent i �a�t 5 i de a�� I 0-� � �- ot � �. �neen l�e5t 5ide �. 10 J , , v � � � �-� , � � � -� � o � �� � N �; ; � �� 00 � � � t�' .�, ; � v�4 � x � � 6 � > � r� � � � �06N3 � O � N �' ' (�JNO � � ry I � 1�1�1 � O V � � I � � � � � � � P � L � O O N ,, � �s � O U iL� Cs t� 1 I ; GARAGE GARAGE ; , '� � , , �� ^ � ,vn�N f100D DEGK � WOOD DEGK � v I� � ��O �� M�STER o , MASTER ' U�� O � BATH �� BRTH —�' \ � LAUNDRY �,��V;. ,� LAUNDRY � Z� v—' � � , �� `'� � =�.�d- O x � , �, a � O ; �z��- � , UP � UP � �,��� C� 14R � � 14R Z i � 1.IF�J i X�,j,,,�Z� v I , .\�� � 1 � - - - - - - - - - - � y ' ; � ���Q i ' O ��um—� �� - -- - - - - - - - - - - - --- - - - - - _ - - - BB� _ � 5'�It�L�.At�2 - - -__ — I �'u - - - - - - - -- - - _ �- - - - - - - -- - - - - - - - -• - - — �,r�tr srr��t sr��— Z �� � 1�^l EPk WOOD � � � O - �� MASTER SEDROOM _=��i °;> ' ���'��� � KITGHEN � LIVING ROOM � MASTER BEDROOM � J� s.r V l � �;..;b.? — �, � � � ����� � � - ( t�W KITU�I TILE GARPET ' � LIVING ROOM � SF�NOTE�OW �R 1 .�� �.�v`,,;!``���= Q --t I t l,�/�^ � � � � � �a1 ��,r�°� C��'-F _ �` __ ' , � � ,.:,. .::. � " � F� _ — �� � 'l� _ ---------,�------- �-- - - — —r-r=_ — — — I REMOVE EXI571N6 FIRE PLAGE .-;�:.i.__--_�1--_--z'�-M— .___ �:>;�::::: — — ...._. ._....�::.—,- A _--- ; ..: . . ::�:: .:::... ,.: ...:.� . - , ,:,/>,., �C i — _ - � � .. /'1A/L . �� - - - - � � AA67 lA M DEAD �LUE R�G - I — _ � �.:;:'� �y � N � - - 'y,S� _ — _ � . r=—, -- ----- -- i.. ` ,. .:.n ,:.: . ..::...:%. .„'.:.?: <::..:.,;:.' >�; .: , :�:::.:. >. . :... ..: :.:.:....' %::::: •• 4 _ Fw_ 3 1 1 N� 1 55:4 SQIt,4R�F�`'��` — - — I � . � . , ;�, � I Q -- - - -- - - - ----- _1 � � �.� — ,�� �:::::;;::; � � � �. � � Q .�: : , � � . � � � � , � _ Ua 4 , - - -- - $ r � ���:�'�:��:��«:::: —t!� v :���: � e� ���. � . :: .;:. :.,.. , , . ;... :... . ..:::::: ::�:::: . ..:.:.::::::..:::::::::.:�.:� � .... . :: : ;: �}� ..,; ...: _,: ;,:;. . :;::;:: .f.:::.::. . , t: ;..:.:: :::: ,. . ::.:....:.. `:':::' :.:.:: ::::;., ,.. :.. : ,;: .:... : .:.: :: :. ....... .::... :: ..: .:.... ..: t � ., ... . ..::::::::::.. � � , .. . � - : I : . :::., � �- � � i � ,: :.... . ,...: ; ::.:: :..: :. ,.. �::::::.::;:. . , r— � ___---— . , . ,: �, :.,,},.}.:. . , .,:. - : _.;::.: .. � � ...::::. , ::.:: : ... ;:. ..:.. ;.....;.:. d 5,1,� _. .:. ..::,. . . .. .:.:.::;,.. :-.:-:< ... : .. ; .:.: . . . ,.:. .. . � � � � -- --- - - � ..., s :. .,. ,.... , , 7 � ,::..:.:..:.>:....:<.,,. . .:. -- - - - - - i � — � �_. ,, r Q . � I — — — — � , ;.. . . , . ...,. .. ,.;.: ,.. :.`::: > : .. .. ,....... 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OR DOOR APPROVED FOR EMERGENCY < �'✓ �P Ap�FITIN p\,�'"Y� ' �SCAPE!N EACH SLEEPING ROOM OR BASEMENT � ; � =c'" ��A,� O • ! � � ; ` pENING SHALL COMPLY WITH ALL OF THE FOLLOWING• i � � B 1� g� � .� �?OP05�D Mr41N ~ a � � pJ}AXIMUM FIN1SH SILL HEIGHT:44-INCHES �LOOR PL�4N • � MINIMUM NET CI.EAR OPENING HEIGHT:24-INCWES � � ' �..,Y" MINiMUM NET CLEAR OPENING WIDTH:20-INCHES , � ��� �l/� ' _ F�IINIMUM TOTAL NET CI.EAR OPEN1NG:5.7 S.F. ° � �-�^� ■� r RG�`� �' / � _ ° .�.- ����p9 � � ; � �,Q � _ , _ _ .. _. _w_ - - - – - - __ �.,__ i ` . ' . , � I � � � � ' �de o� 10-� ` — � �a I ent i �a5t 5i � � _ , ; �, � . �— � v � � �- , � � � - -�� � ; � 7.0. Pl..l�-r� �� � — — — — i n� � �N �L�Vf�TION 126-O �L p O � � NO N � _,., � � � � x � � N� O 6 N � O1 � ' � } 6tO� N3 , � �� O � N6' p�� NO � � � W � ov � � ; �- -, " ` ' UPPER 1..EVEL ' � ,d a � � � � � y — — �LE1(�TiON I18'-0u i, O s � > � � � � O V (L� rr (�. � � , , � ' ,' �� i� ��� i ' ln�— � � ��o �� � _ M��ht t..EV�I.. j.j�� � � � EL�V�TION IOq'-0" � � Z Q,.. 0 O , � ; z�v� v � � � � - !�z—�'�' �. ; _,�ts �� ° . � � �.�z�-� � '' ��z� � N� � � � ���p� �X I ST I 1�C ��ST �1����T I O�l � � ��Vm� ����: y,4.�� _ �,_o„ Z _ O : _ - , � . -': � � �.0 , _ ; Q � • • v �a5t 5ide ot � I 0-� � � � �� len ti � � � � � �z� RE1�10VE PXI5TIN6 ROOF � ' --1��� EXI50�VE�6Pl.ATE F�16FCf , Q���1� , ���� C�N�i��4L NOT�S SGH�M�T I G �'i�I G i NC �UDG�T: �- O���- � Q dJ ( _ T.O. PL/�TE � � �'� I. RFMOVE AND REPLAGE ALL FXISTING WINDOY�S W/ "�ND�R50N, � ELEY�TION 126'-0" � �� O l i ��� PEI.LJ�,�� AND OR APPROVED �GtUAL. � • ���' � , � � p��-� 2. �4L1. NEW 51DIN6 TO M�TGH �XISTING. � � �� � - � O O'd� � 3. ALL NEW STANDING SEAM METAL ROOFING TO BE "DRE)C METAL" - � �A--1 u-'�I"�' � 4. ALL NEW WINDOW TRIM TO MRTGH EXISTING � �� �� ; ,���rn,s�,�ra�,m�c� ,, ; El_EVATION IIS'-0° ; ������� • ° � , OR PRO�!'�T 0'li�TFW1 TtE SPEGRG PRO.�GT YHUI 1tE1f YB�E PR�/�AW OE11fi�OP� NiF10U�1}E��Ri9!GOR�Bff OF.I�F'At�GFf(FG7'�.� i NG.VI9JN.GONiAGT W1H TfE5E DRN'IN65 OR ' 5PF�tFfCA110F�'a 51ih11.GOl5litUfE GONC11�itYE , EVD81L�OF IIGG�I�NGE GF TFE5E I�i1RIGTIOfF'x � � � _ ._�1!!/—"ll�-�-�J t� �.-..-----�. _ .. � t� ,_.... ~,�.,�.,._.�.._ � �.,......,��,...� � _ � � • � / / �� RE1/1510N5: # D�4TE NOTES � _ _ MAIN LEVEL.� (� � ` E1.Elr}�TION IOQ'-0" � � __ _ ____.._.------ --- t. � s - � _ ;_'��_ _--- . � � � � � \ ' � I , � ,: � ' _ 'f�_�_._�� I I 't''l' `r1 ,l' ' .,�,���� � , , _ _._.._...�____�.��_.. .___ � � �, _�-�-� � i � is�D� 03�4��ooa I ----� � �� --- ~�---.'-��^-—�--- ( �'_� -- � � DRAWN BY: GRP ' n..�_.�,.__ .. ___�.� I i , I I Gf-�GICF� BY� JMP T'RC�.�GT 1�JNiHERt �------- --- ---- --------- ---- -------� ' OOOQDOO � � � �oF CO�p . - i r � �� p�T1N Acc'�d0 - ! � =r�`p' �,� EXISTINC� A�ND - � z � � i'ROP05�D EA�ST ��o�os�� ��ST ��.���T � o� : � �' �1,�VA�TIONS , , � -� B 119 � , � . . _ ' < V _ ����: y4�� - ��_o�� ; � /'�� .��� — .2 1 �,J� y� � . , y „��� AR6«�,���.���� , ._._.s f ` �vs-�u.��' +'�' � � - �,Q� ; �_ _ - � _ � _ � _ _ _ _ . _ __ � , + i � i �. � � • • � I ` 5ide o� 10 _ �a I ent i � a5t �. . � � � : � � � , � � � � � ; _ �j ,� . _ 7.0. P1,.1�T� � cn �' - - EL�V�TION 126'-0" � I �� Q 4 � o a- .,� ' � �� � 6 � � } � �� N � t � � 6 3 � � � �, �� OLN �' � (p� N� � � - � UJ � Ov � � � I .�., (� d- �► - � ' IjPPER l�VEL , � „� N , o � � � - - ELEYATiON IIS'-Ou i O.s Q } � � ! � O V tL� cr (L , i � i � O ; �}- � ��N ��� �' ��_ � � ��O �� � _ M�,i� � � �� 0 � . , � � EL�Vl�TION IOq'-0" ; � Z Q--V— O � � �� �- : ��._...1 b- O - �� Z.�� �. _ . ; � �,�z�� = z z � �� � � ; N� i � � ���p� � ��um� �X I 5T I 1�� ��ST ��.���T I O�l � sG���: y4�� _ �,_o�, � z � � O � �� � � _ '� � �.0 . _ - , � � . • v 5ide ot 10-� � � a5t � �� I ent i � � _ � � �z� REM01lE�XI5TIN6 R00� ' �O O� ov�t�arro Nwrc+� ' ' ����� �x�s�nt�t��t��sHr Q�--�� �'—Q'�— G�N�R�L NOT�S SGH�M�T1 G Pi�I G I NC �UDC�T: � F'- ��Q� � � � T.O. Pl�4TE � � �"� • „ - - - - ; � � (�� � EX STING WINDOWS l^I/ A1�DFR50N ^ ELEVi4TI0N 126'-0" � I. REMOVE AND REi'LAGE �LL I , � '� �t�l� PELLJ�," AND OR APPROVED ECZUAL. ' - v-'CL�'d'� , � 2. ALL NEW 51DIN6 TO MATGH EXISTING. � � �� , � ��N�' � � �0 Q'�"� 3. ALI. NEW STANDING SEAM METAL ROOFING TO B� "DR�C METAL" - \ ��u"'�� 4. �I..1. N�W WINDOW TRIM TO MATGH EXISTING ' ; �0R"""�►�1101�'D�Dg'�' - UPPER LEV�L--�- I � � \ Et_EVATION IIF�'-0" ��� �� ,� . , NG�.t10 P/�itT 1}E3iF30F 5tW1.�COPB), 1t�Olt�'i OR 1�97 Qi LGNFC.TiOM YiiFl AHti'YIO�b' t ,;, � OR PRO.�T OiiBt T1 W1 iFE SPELIRG PR0.CLT - Y1K�F1 itL�f YHiE PF�IIF�ND DE1MrOPEfl � HG.VI9W.�TWiHit�E��aR � 5P6GlFiCA710f1�511ALL GOtl5i11UIE GONGl1��111E , EVUBICE OF AGG6'G1HGE GP 1FE�RE511iIGTIOfC� � ' � � _ -��►����_ _ _.��� � � �� �,�.. �.�..._.....� �,�....w....,..�� _ // RE1/15101V5: � / � # DATE NOTFS � � _ _ MAIN LEYfL� n ` �LEV�4TION 10�'-0" � � --___.�__� ,�_ . - � � � -`_� "J'�°.�.: � - ��, � , - 11 � � ' I � . I , ' '��. � I �;;�,• _-� ,�� i - - - - - ---�-��>V�"-1�. i - � .�...�.,w._._...__.�__�_..��._.._- � � � 15�ED: 03%24/200�i � - - -==I-,�.^__. ______�.---...-:_-�-::.�:�_�__� � / � ._._.. _�_� _._._..�-- -. ____..._.------•__,_..__.�._ � � ,_� � � DRAWN B1': GRP � GHEGIGtD BY: JMP � � PRC)JEGT HUNiHERc �--- ---- - -- -------------- --- - ------� � - 0004D00 I r'y � � F GO�O ' j ����p�TIN p��d � i - 1= ' �`�=�`p' `�A,� d �X15TINC ,4ND � ; = z i'ROP05�D E�ST f i � � g 119 �' � �L,�YA�TI ON5 i��0�05�1� ��ST ��L��l�T I 01� , � , � � : , �-�J .� . � - w � sG,���: y4„ _ ��_o„ �� �. � � �� y� ° I Z . . � ���..io..�'.�,�''�,�,QO°� . � � � � , , ._._ : y ae� , ,_ _ _ �_ a � _ _ _ �-- - -_ . -- - � I ' . � _ ' � 1__��__l_I�J__l-� � � � � � � � � �� � - - � �neen l�e5t � ide ot I 0-� �a I ent i �a5t 5ide ot I a-� ; — � . - I �_Ll_� I , � , �� � � �U1�_�� ' � ` �— ' , _ i! I , I i �U I I I �� � �I U LI � � � , .L11_I_I! , i , � Y � �� � � � � � � � �' LU I U L� L I I I i� I I I�� l I I I U L��I ' : � � `' � T.O. PLATE � -� � O � ELEVATION 126'-0" � � — ?-'-' � � �N � . � � U � � LU � �U � � � � � � L � � � � � N � xN � I � � � 6 � I � � } � i' � 4- N � �� 6N3 6� OtN i I m� Np � � r — � — , — � —��-�- �- �; � o � � � EL�VATION I IS-0 �, � d- �, _ � � ' � � L ' � � L . ' �s0 } t- N ,, � � V IL'� CT IL � r� � • , , ��N � I v�N -- ; cll�— � �a,L p � MI�IN LEl/�EL �., � – �, ELEVi4TI0N IOq'-O" `r � �� ', �.�..�'�O � � � Z�-�-- O � � • Z� �� - . � i = � — �Z�� � . � _,��- . �/ Q—tz�-� � � : ��z� � � Lo� �.��,. ' N� � � ' - -�- -- - - - --- - - - - -- - - - - - - - - - - -- - - �y�TION IOa'-0" `P � ��Z�� �X I ST I �ICC SOUTt� ��.���T 1 O�l O ��vm� z �' -�'- SG,�L�: y4„ = ,�_o�, � - , �_ , , � , � ��� , �� � � - y -'-'-�-'�--�� � ' � �neen l�e5t �ide ot f0-� �ale t � �a5t 5ide ot Ia-� � � ?� � � � � � _ �_�__�.;�U���.� „ � , � , i � ll� __ __ __ _ _ , � . _ �, � � � � �;��� � , � � ___�_�__��► , _ �_!�a�_u�_�___i�_ � i � � �_ i�u. i i ��i i � � �% . � �!�_�� � ! �i!��_�� � � U1�LU�. << � c� v ; , � , ��_ , � � � ��LI��_1_U � � � �� z � , , -'-!- 3 �---�-�- ' ' _ _ __ � , ' '� , �`� ��` � , ���Q � `�_l__��� � � —�l �"�` ` � '' l.l.-I��cnt— � ( � �_i_i__���i � � , � T.O. PLATE Q��' j+`� �—�'.� � � �:�• �1..EYl�TION 126'-0" � _ � I � • � ���'�- -=---�......� _ � ��. _i__L_ �- � Q � I ^� 1 - 7� � � ,r � a � _ '�`�`r �� I \J � � %># r' O O O _�......_ ,� O 20 � � O . ^ 16 , 19 :\�r,,. " ; O � ' , `, , O� ' � . _ _ _ _ � , _ _ __ �,�- _ _ _ _ _ T.o. � P�� � �p�—�� r ,' �L�VRTION 122'-?y4� , 1—n/�j- ' � ��" O V 1� � � , , � ,,e� �� � _ --� ; - 7-1 U� 20 _l o �+,� 20 - �O O'ri'"� 20 20 � 20 I '' � � �PI� ��L ,�. ���.�=�� . _ � ; _ _� i� _ � _ u ,.���°-°�� - - I � - - , , , r� .� �� , . , - � - _ � EL.EVATION i I S'-0" `�' - — — — -- � � . � _ -- --- ���,. ..�,,,..k. -----�- _,� --- !�,— — — -- , � i �� , - - ----- --- _.. -� _-_ `�" iFE'�eDRNii9�►5i�6Gf�Gl►TION5►�A6�D�16t�► � ' I NO N�lJVi6@6fl5 PRPSBItE17 it6�r H�Aq) � 5FY4LL p@y11111E PiaOPfiilY OF.l�P NRGH1FLl'F�, � - � r ��� S , NG.HO PART 7}B�OR 51111L6 BE GOPED, � � ,,r� '— � � it9 O11Hty OR I�ID W GOMFL11011 NIN/Wr HORK O O O O O$ � O � � O � / 20 �, �(Zp) � � �d � � � f NK�Ff 1fEY�AF� OEVH,OPl� T � `'� __i_�_��,_ MFI01ll'7FEiRfffBIGOl6BIfOF.lPIYdGFiiSGi'.� ��� .�rr, � - �\ -'' � _ ._�—"" HC�Vl511A1.GOltl'IIGT Yi1H T}P�GRIW�196 CR ,. r ' � _._......___.__„ :ip6GE'1CATI0l15.�IW,LCOIL�fliUIEGONC11�iI1fE , .—_ —" -� EVDRIGE OF/�GLB'flyiGE OF 1FE5E tiE51RIGT101� �9 �� � I - - - � -- ,, M�IN LEVEL� , ; • � , > _� F� ; ATION l0Q'-0" �v�siotvs= u � � ' l�' ` _k i # DA'I'� NOTES , • ' _ �� - ��� _� , � ,, - - - - - 1=i�1 --- _ i � O ' – ��tf�_�� .—.._:�_ - — -- –�– __ �,I ����,����do � . __._._.___.�..�___m._.�__---_-_---_-__--_ - ---. -_���_____ .t.___ Y___..�.�_ .r . - �� �� � �� f�� ��:�� - - , . , , .-------- v . , � ,� ��� -�; ��N�R�L NOT�S SGH�M�T1 G PRI G 1 NC BUDC�T: � _ . �, ; . I. R�MOYE AND REPL..AG� A�.L. EXISTING WINDOWS W/ "ANDER50N - - - - - - - . -- - - - - - =-��1="�-=� - - -- �--- -- ! - - �. , 15st�E�: 03/24/200�1 �OY�R L�L PEL1.A" AND OR APPROVED EQ�IAL. / ! EL�YATION 100'-0" � QR,4y� BY: Gw� , 1 i��'O�'O 5�I� S O U T� ��L���T I O l� � . � ,r � � L , � GHEGKED SYe .IMP . ' 2. ALL NEW 51DING TO MATGH EXISTING. � sGA�L�: y4�� - ��_��� ' ..-� �o00000o j �2ESI�NTIAL GUARDS SHALt� - �i �� RESIDENTIAI_STAIRWAYS SHALL COMPLY NAVEA MINIMUM HEIGHT OF • ' �`'t���~ 3. ALL NEW 5Ti4NDiNG 5�AM METJ�L iZ00FING TO �E D1�X METAL WITH THE FOLLOWING• 4 G� , � � �Maximum riser height of 7 3/4-inches and a minimum tread depth Of p� 36-INCHES WITH OPEiJlNGS � �'����' t�TIN p���}� ' 90-inches with no more than 318-inch vanation 7H�T A 4-INCH SPHERE � '�' � � � �XlSTINC� ,4ND ' - � u 4. �LL NEW WINDOW TRIM TO M�tTGH EXISTING � r � •Minimum width of stairways shall not be less than 36-inches CANNOT PASS THROUGH � � Z � PiZOP05�D �OUTH •M�nimum headroom clearance of 6-foot 8-inches � � � B 1 1 91 � � ���V�T I O N S � � •Stairways shall not ris�more than 12-foot ve�lically befween landings , � . _ •See iRC for special requirements of circular,spiral and windmg stairs ' , < V 1 •Open risers are permitted,provided that the opening between treads ,' � �.`4i �r ��� � t - d oes n o t p e r m i t the p assage of a 4-inch diame te r sp h e r e ' �'� � �C��,a.�,1 . + •Handgnp size shall be 1 1/4-mch to 2-mch diameter in cross section i � � ' A��°•- +A handrail is required on at least one side of the stalrway at �., ���� " �'l,Q�� ` , 34 to 38•mches above the tread nos�ng Q � � � �Nandrail ends to be returned to wall or terminate in newet posta �, � �R � •Handrails shall be contmuous between landmgs \ � ; f�...�J��1_ _ . _"' ' 1 _ _�� _�_ �� i . _ _ . 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NG.NO PIIRr 1FEI�BOR 5FW1�GOP6), �9 � `�(� ,- TI�O1tB�i 0R 1l5�RI G0!lEGil01i NM NK NOF� i OR PI�O�ELT QTiBi 1fY111 TfE�IG PROJ�T � YIIGI 1F�1�PF�IY�MD DEVELOP� � r;:< ':`<;�;;:,;•'>:- °"`'" ;€:, ;} I NIf10UT1FENtITiBiCOli581TGF.lPIVaGF1T6G1'Fiy ' �+(�'' '',Q��(',�`:<;`''~;'� 11C.NI9W.G0lt'fIIGT NiH 71E5E DRNiIB6 0R ' s 9 5PELFIfa1110lLg 51N�1.GOtSiIIUR:GONG�JRr�i1fE ; � EVD@iC�OF I�CC6'ff1iG�GF 1F1'�t€�i1R1GitOt� PROVIDE AT LEAST ONE OPERABLE WINDOW . . . �r ��"�4D DEGK OR DOOR APPROVED FOR EfAERGENCY I _ __� __-__,__ ,V � � � -=---'�=�— ESCAPE IN EACH SLEEPING ROOM OR BASEMENT � OPENING SF-TALL COMPLY V�JI7W ALL OF THE FOLLOWING: MAXIMUM FINISH SILL HEIGHT 44-INCHES � REYI510N5e . � MINIMUM NFT CLEAR OPENING HEIGHT 24-INCHES ( MINIMUM NET CLEAR OPENING WIDTH 20-INCHES ' # D�4'f� NOTES MINIMUM TOTAL NET CLEAR OPENING.5.7 S.F. � ; 1� �1 I� . �----+ - , � -.��'f!---:-p�--� — �. , � , - - � GUA'FDS SHALL ` ' ` ` � � ---- --- �.�i�9 ESIDENTIAL GHT OF _....�_� - ------��� - - - �-�-��-YLS� - --�-- -- i�a�r5��! `•�:, R hEl Y� � � =� i 1� , . ' j I HpVE A MINIM�M pENINGS - ----.___.._.. ------ ----- ---;- ----- �, 1� �'� II_� �� �������� v���� ��00� ���� �6-INCHESWITH4 — , � : � . 155UED� 03/24/200q �-INCH S RDUGH � -, ' SG�L�: }�4�� _ ��_0�� � THATO PASS-M � �.✓ ,� _, DRAWN BY: LRP CANN i GI�GKED BY: JMP � � P�RD.�GT NUMBER: ` I � e � ,,.,a,�L/. np,�,,� 0�00�0 _ � ^ �. . i d�,,:'�C V O(,O v� . .0 ` r � �`�Q.� ���,p,i IN,��R90 � O �- ' '' � �� 2 PROP05ED UPPER J - , ' � ' � � � B 11 g 1 �' �` �LOOR PL�4N t � ti � v . � ; w��+,.�! \�� ! � - � Y � �� . �� � 3 .2 �� ���,� � � _ � �,Q� , . ,� . ___ , - - �. __ ' • � EXISTING FRAMING - 1/2"DIA ANCHOR BOLTS FRAMING PER PLAN I �/TO BE REMOVED ;� ` �36"oc �os�-o° CU N o0 SIMPSON LCB COLUMN PER � .� 'c0 - — -- ---- cD OR APPROVED PLAN ., � op h EQUAL O � 108'-0 1/2" � �. � 4-LVL 1 3/4 x 91/4 I PER PLAN "U"HANGER � � oo � a.� 2-#5 BARS CONT I I TYPICAL � TOP AND BOTTOM - I � i!'iii!i��iii-ii �ii=iii�ii==, �i i�ii�� iTi=iir�iTi—� � 2 -iii=iii-_ ii�- -- -ii,- _ti►—i►_i=ii i=1_i►_►—ii�- � I �►_ill-�►►-�II l_III-111=111- _II1=111=111-11 �111=111-1I1=' � I I -iii=iir-r�i i�i-ri iiii,iii�� � o T►-�II�,���!!�il� I�,Ti!����-- o � I I COLUMN PER � •� 0 O I � #4 DOWELSx 2'-0" @ 16"o c DRILLED 6"INTO P�N 2-#5 B A R S � v � I EXISTING AND GROUTED w/ CONT. 3 or 4#5 � ° NON SHRINK EPDXY TYP_ COL AND PAD BARS EACH .� a�� I I AROUND PERIMETER OF 2-#5 DOWELS WAY � FOOTING EXISTING SLAB �2'�" TO REMAIN 10" I I � 100'-0" � iii=�►�- I ( ��i=iii=�iii=iii=ii�ii�-- _ - - �ii_iiiiii-iii=iii_iii=iii � � "' �`�,� �`�, 11=111==- H�1�Ill c c, <�� � '��, . _ _I11=111=_ III-III-II „ �� � - _ - - . • - �„ ��°�„ ���� � 0� _II1=ai�itl �� �II � � - - -- ��_ _ - �,111=iI1= � ���'�������i��;��. ���_; 8 x 16 PIER w/4-#5 BARS ih - ' � a x -111- � III I��-�� VERTICAL DOVYELED TO I11� � _III- - _I11 i— �� ' � „ ill�lll=� I I FOOTING, MASDNRY AND I =111��„-111��11t`�il�i�II =11�1«III`,=, III�T�11,i1-� EQ. 1'-0" EQ '"� � a�`"' ��'� ,��_►11=�= �ii�ll� „-� 11��11=_ I �' �- Iil`I � ,��� #5 BARS @ 16 o c. g�,qg - ��-i I I_ ,' � ` . � �,��' � �'� � �s�� -,.�. �, � 103'-4" /�I I REINFORCEMENT PER PLAN `�'��''�4� � �`����.� AT WINDO I I � PER PLAN PER PLAN `�„���,.� � ��� �r� Z #4 BARS @ 16"o c. O'BE E OVED RY COL. �DOWELS x 3'-0"@ 16"o c. I �y� ���P�. g I � DRILLED 6' INTJ EXISTING AND �,� ���� p I � EPO�ED w/N�N-SHRINK �. A A B DETAI L B #5 DOWELS @ 16"o.c. SLAB PER PLAN I I EXISTING SLAB TO 2-6 REMAIN � I `S 1 3/4"= 1'-0„ S 1 3/4"= 1'-0„ , �� � � 10" � . 100'-0" o Q e � ° e 99r"pn • a a �°� ° a a d D a > �� i I � _��=������� j� �" • 111=� I � � I ' III���11=�'� ����i 98'-10�� ' �� #5 BARS� ���� FIELD VER FY I I FIELD VERIFY � 4"DIA PERIMETER DRAIN $�� $�� 8n 12"o c BOTH ��I o I � S�B DE THICKENED o w/GRAVEL PER SOILS • • • • • ��-- -' — — — — — — — — — — — — — — — — — — — — — — — � REPORT 2'-0" 3-#5 BARS WAYS III- - -r — I CONT. �j j�_ I � � 2�-s„ 2,�„ �i i i iiii i�iiiii i; � � � w iuii- � °° � D ETA I L C EXISTING FNDN _�j�=111=������ TOP OF SIAB � I � W TO REMAIN PAD ��r$� � 0- S1 � • 3/4"= 1���� I � � � � � � M W � � � � � Q � > w � 4z � . � - - - - - - - _ _ - - - q � ! c.� W ``' °—c �' - O - - - - _ - _ - - - - - o � ov 0 0� N FOOTING PAD � Z W W Q 2'-0"x 2'-0"x 10" w/3-#5 BARS I I � � FIELD VERIFY � � � � � FIELD VERIFY rn ,�� � A EACH WAY I I 2'-G"x'2'-6'Px 0" A TOP OF EXISTING r- "' v �, FOOTING TYP �' �� G� S� G� w/3-#5 BARS �� � GO MASONRY 108'-01/2 W � 1 � Z C �1 �`�� \� `,�� ��0� �\`� `� I I I I EACH WAY �;y+OJ�i ����G �� � I � � G �Y- �O�t�� r � P�J� �0 -,���,� I I ( I �-- Q� �,. 4tr,� TOP OF EXISTING � �, � �t! I � O� I ,�O FOOTING 98'-01/2" I W r ' (FIELD VERIFY) � O W r �- � � I I ( ( Q ���G� L — J I GRAD R�EINFO CED w/ ..L� � � FIELD VERIFY � I y� �Q- 8"x16"CONCRETE PIER w/ WWF 6x6/10x10 CENTERED �N � �I� � � FOOTING PAD A � I I � Q..�tr 4-#5 BARS VERT DOWELED I I w/4"GRAVEL BENEATH v � V 2'-6"x 2'-6"x 10" S� FOOTING PAD TO FOOTING,SLAB AND � � w/3-#5 BARS � � � � �O 5'-0 x 2-6 x 12 � AND 1/2 EXP MATL o � � � WALL PER NOTE BELOW R D ERIMETER � _ � � > EACH WAY GROUT 3 CELLS SOLID w/#5 BARS @ 12' o c. GROUT 3 CELLS SOLID TO FOOTING w/ GROUT 3 CELLS SOLID I TOP OFSLAB TO FOOTING w/ BOTH WAYS BENEATH TO FOOTING w/ F�TING PAD � � O N FLOWABLE GROUT I FLOWABLE GROUT TOP OF SLAB ��STING FOOTING �a;y'�'J�, FLOWABLE GROUT I I 3'-0"x 3'-0"x 90" Q �" ° � 100'-0" 100'-0" �� �4 w/4-#5 BARS � � T - �L'�OJ� 99�' P `" I EACH WAY BENEATH � � � � A STEP _ _ _ _ _ _ � I ��STING FOOTING Q � � S1 � � � � Tow = - - - - - � � � W 0 � FOOTING PAD � I— - — — — — — — + � � J 2'-0"x 2'-0"x 10" ( I I I I J W � EXISTING FNDN WALL B W � �CH WA�S I I I I �. , „�1 � c � S � � 4 TO BE REMOVED 1 � r-o° — � 2� S1 � — � - - - - - - � — ( TOW o W - - - - - - - - - - - - - - - - - - - - 703��,� o � > �- I - c° + CO � � — � I W ( — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — ` .� � � N �� .� � � lL I I Q I a ' � I CONNECT NEW FNDN.TO EXISTING N ° - a a � � N GROUT 3 CELLS SOLID Q FNDN w/#5 DOWELS x 3'-0"@ 16"o c. -{- I FIELD VERIFY TO FOOTING w/ I � I DRILLED 6"INTO EXISTING AND -- — — - - - � � J 3'-0"x 3'-0"x 10" FLOWABLE GROUT GROUTED w/NON SHRINK EPDXY a I w/4-#5 BARS --�� I GRUUT(3 PL..ICES TYPICAL) TOW STEP STEP TOW a EACN WAY MIN _ 108'-01/2" TOW TOW 108'-01/2" -9�� � _ I EXISTING or I ° TOF � N REPLACE PAD/ G I o� � 9T-41/2" PIER PER .��� �� 14-5" + £ � SECTION B/S1 — .-,1�5�t�,� B � � � � + + +�'�O— — — — + I 13'-65�8' I .S� �2���4' � 10'-4%2' 13'-11" 3 2�OOXI2-0�PAD�� � , � Q I I Q I I — — � ��`��� I w/3-#5 BARS I I � � I � � r EACH WAY B B ' I ``�o I WALL LEGEND + + + + I L 3'-0'x'3'-0Px 0" �- � S1 - - - - - - 0 S1 -.�- � _ —� — � _ _ _ _ _ _ _ _ _ _ _ _ 1 I _ _ _ _ � _�� CONCRETE WALLS � � FOOTING PAD —� �— ` TO BE ADDED w/4-#5 BARS 2'-6"x 2'-6"x 10" EACH WAY 1�j� MASONRY TO REMAIN FOOTING PAD I B B B �CH W�RS r-s°x r-s°x 10° L S1 g� S 1 w/3-#56ARS - - - - - - - - - - - - - - - - - ._ � � � - - - - - - - - _ _ _ WALLS TO BE REMOVED EACH WAY CONTRACTOR'S OPTION USE 2'-6"DIAMETER"BIG FOOT' ` IN LIEU OF 2'-0"SQUARE PAD AND . , � PIER SHOWN,USE SIMILAR REINFORCEMENTAS SHOWN � ON SECTION B/S1 y F�UNDATI�N PLAN of 4 � S1 1/4" = 1'-0" "oRTM f J / ` � V n � � (NO � •— N ,- STRUCTURAL SPECIFICATIaNS � � °0 ` O � 1) Foundat�on des�gn based upon assumed ma�mum soils beazuig capacrty of 3000 7) Structural steel shal l be ASTM A36 or better except Wxle flanges shall be A992 15)All beams,�ovsts,a�d rafters are to bear upon walls or beams,or be hung wrth � psf and eqwvalern fluid press�ue of 50 pcf to be venfied by a so�7s engweer at the or better,pipe columns(noted on plans as p�pe,m mamral as HSS roimd)which SIMPSON Strang-Tie hangers or approve equals �. t�me of excavat�on InstallaUon of per�meter drams and srte ungat��n to conform shall conform to ASTM A500,Grade B(Fy�-42 ks�)or better,tube stcel columns 16)All structural members are shown m theu final posrtwns properly biaced and ' wrth sods report,field test drams before backfillmg. All footu�gs a�e to beat upon (noted on plans as TS,m manual as HSS rec:tangular or squarehvhich shall be supported,durmg construchon d may be necessary to temporanly shore port�ocis L.. natural und�shubed soil or compacted strucUual fill as approved bythe soils A500 Grade B(Fy--46 ks�)or better,anchor bolts and bolts shall be A307 or of the strucKure while other portions aze bemg constructed Contact the engmeer � eng�neer Soi7s engmeer to uispect basemeirt areas for radon gas 1�sta11 radon better All structural steel u to be detailed,fabncated,pamted and erected m far consultahon as requrred � gas system beneath concrete slabs when requrced by the so�7s engm;er Submrt accordance w�th AISC ST'EEL CONSTRUGTION MANUAI.,2005 and CODE 1'n General Co�actor�s responsible for all non-specffied comiedwns,coirtact � copy of report to engmeet OF STANDARD PRAC1'ICE All welduig to be performed by a certified welder engmeer for details as reqwred The engmeer�s to approve all structural � 2) All foundatwn azound penmeter of structure shall have muumum fiost protection and conform to AISC and AWS STRUCTURAL WELDING CODE,2000,all substrtutions of 48"to 6ottom of footmg All foundation walls and cohimns to�cernered on electrodes to be EE-70XX Grout beneath all base plates and beam beanng 18)Floor frammg and cotecrete basemerrt slabs must be complete and m place prwr to � coxrete foottngs unless shown ott�erwise on plans p(ates shall be non-shrmk epoxy wrth mmmmm 28 day compressrve s�trength of backfillmg cwred foundation walls,unless adequate temporary shormg�s m place 3) All cast m place concrete must be made wrth Portland cement and 2tam 5000 psi All Trubolt Wedge Anchors to be vutalle�accordmg to manufactuter's 19)General Contractor ts to coordmate all diaphragm penetrat�ons(�e,chunneys, � mmunum compressrve strength of3000 psi after 28 days(mmimun compressrve spec�ficahons and details plumbmg,sewers,etc)through floors,walls,mofs and foundatton wails wrth � -� strength of 4000 psi after 28 days for concrete used m slabs) Des�gn based upon 8) Versalams(2 OE)ar�e as manufachueci by BOISE CASCADE CORPORATION, appropnate su�cocriractors General Contractor u responsble for the means, •� N O BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI see shop clravvmgs and manufacturers standard details All built-up Versalam methods,tecluuques,sequences,procedures,worl�nansh�p,seasonal sct�dulmg � 318),1999 Concrete placemerrt to conform wrth"Construction Rqu�rements"as beams must be glued wrth PL400 and nailed with 2 mws of 16d sp�kes @ 9"oc and�o�srte safety assoc�ated wrth tlus pto�ect T'he General Contractor u to O O defined m ACI 318 All concrete slabs on grade must be provided rontrol(scored Versalams deeper than 117/8"must be bolted together with 2 rows of 5/8" venfy all d�mensions and elevations wrth the archrtechual drawmgs Nohfy ^, „Q V or cut)m accordance wrth soils report All ea�posed edges of concnte shall have drameter boks spaced @ 48"oc staggered M�al X-bracmg requtted at 8'-0"oc engmeer of all confl�cts and om�ss�ons between vanous elements of the workmg �y .. '/z"chamfer Concrete work shall not have azry honzontal cold�ouis unless m all d�aphragms All altemates to be reviewed and approved by the engmeer drawmgs and the existmg condrt►onc pnor to oommencmg wrth that port�on of the � 0 '� authonzed by the engmeer Field coordu�ate all vertical coM�omtsw�th siructimal 9) Sheath floors wrth'/."T and G plywood wrth mmunum span ratmg of 40lZO or pm�ect General Contractor�s to mspect remodel pro�ects and ver�fy prior use and �. > engmeer,use contmuous vertKal water stop at all cold,purts better and glue wUh PI.400 Na7 plywood wrth lOd @ 6"oc to all�o�sts,field proper d�sposal of ex�stmg matenals(�e,asbestos,etc)as requaed by code � 4) Reu�forcmg steel u ASTM Grade 40 All welded wae fabnc must;onform to coordmate screw ophon Cover decks wrth 2x6 Redwood wrth 2 screws per ldernrty of all existmg ludden structural plans based upon v�sual mspect�on ASTM A185 Remforcement placemecrt shall conform to MANUAL OF beanng pomt 20)All materrdls exposed to extenor and or mo�sture conddions shall be treated for STANDARD PRACTICE,2001 as prepared by CRSI All lap sphces to be 10)Sheath roofs wrth 5/8"plywood wrth mm�mum span ratu�g of40l20 or better these cond�twns(�e,chemical treatmeirt,stauung,pamtmg,dampmofing, I mmunum 36 bar diameters,all honzontal reu�forcement to be contnuous azound Nail plywood wrth 8d�6"oc at panel edges and 12"oc at mtermediate membranes,flaslvng,etc)as requaeci by code All matenaLs to be Veated for fire comers and at wall artersect�ons Mwmum remforcemern protecUon- ���y resistance as requved by code -co�rete poured agauist earth 3" 11)Sheath all e�error walis wrth%:"plywood wrth mm�a►um span ratuig of 24/0 or 21)Masoiny specifications- -concrete poured m forms 2" better Nait wrth 8d @ 6"oc to all studs a) Hollow load bearmg concrete block shall be 8"th�ck with mmunum �����a��� 'CO���S�� �" 12)Lrve loads used for des�gn- compressrve sirength of 2000 psi or better la�d m rumm�g bond The mortar ��'�'' ec a�aa� ��;�� � 5) All lumber shall be Doug-Fu#2 S4S or better,all woUnamzed lumler shall be -Roof-80 psf snow(12 12 prtch) �s to be Type S,wrth muiunum cube strength of 2000 ps►a$er 28 days The '�'�������yT�����q�s Herr}Fu#2 S4S or better(all lumber wrthm I 8"of fimsh grade mud be -100 psf(4 12 prtch) mortar u to be free of atl admatu�es,imless approved by the engmeer ,i� ��� ��?°��'�� � wolman�zed) Provide sohd bloclang at 8'-0"on cecrter m all diaplragms All -Ploor-40 psf res�dent�aL b) M�mum remforcemerrt shall be- �r' ;�"�' �, a?fi"��:� columns to be commuous bearmg to foundarion Wmdow columnsspecified on _�k-100 psf -Vertical-�!4 bars @ 16"oc cernered,dowel to co�rete fowidahon wrth �� '� °{�"� plans are tnmmers,provde one kmg stud Sor openmgs to 6'-0"and2 kmg studs -Wu►d-90 m h 3 second `�` � •.",��• for openmgs over 6'-0" P � gust),Exposure B #4 dowels 16"oc w �b��y @ ..� � t -EarthquakerZo�C-IBC -Horrzontal-8"bond beam wrth 2-#5 bars contumous at 4'-0"oc and at � a�'� � ,,ti ' 6) Glulam matenaLs,manufacture and qualrty control shall conform toSTANDARD 13 All conswchon must com 1 wrth the 2003 Intemahonal Bwldm Code as to of all walls All honzontal reu�forcemerrt�s cotrtmuous amund �%��r�4x ��w� °�`�� ) P Y g p rt ,�s f � �f,,. SPECIFICATIONS FOR STRUCTURt1L GLUED LAMINATED TIMBER OF �,R d" � � SOF"I'WOOD SPECIES,AITC 117-2004 and TIMBER CONSTRLCIION �opted by ihe Town oF Vad Butldmg Depaztment and the"Genecal Cond�t�ons of comers and urtersectarys ,�s,�k,� �» '�„.��,��,,�e,;" ,� the Contract for Construdion"(AIA Document A201) All construchon must be c) Grout all cells wrth remforcement,sol�d wrth flowable grout(muumum � �� �� °���`,, MAN[JAL(5 edrtron)as prepared by AITC Sunple span beatns chall be I I I completed wrttun the tolerances descn'bed m the"Resident�al Construchon compressroe strength of 2500 psi a8er 28 days) Prov�de weep holes to *,��,��w' T �a �,�"'fi.�� Combmat�on Symbol 24F-V4 wrth rw camber Cont�nuous or candevered beams p�ormance Gwdelmes"as prepared by the NA1'IONAL ASSOCIATiON OF venfy complete groutmg,and v�brate as requved to preve,nt �" 4i�.µ;"`�-�°""� I shall be Combuiation symbo124F-V8 wrth no camber Glulam colimns shall be HOME BUILDERS honeycombmg Combu�atwn Symbol3 Adhesrves shall conform to the reqwremeits for wet 14)Construct wall as follows- 22) Furnuh o�set of shop and erect�on drawmgs for remforcmg steel,structural condrtions ofservice Alaska Yellow Cedar Glulams are as manuf�hued by _��or-2x6 @ IB'oc steel,plant fabncated wood�otsts and glued-lammated timber to the engmeer for II FILLER KIA1G COMPANY(f1�2000 ps�)for outdoor use -Itrtenor-2x4(a31�'oc,wiless noted otherw�se rev�ew and approval,prwr to fabncation,when shop drawu�gs are prepazed by II I the appropnate subcontractor ( I A I I • III - II s � ( I � � � � I�I N � - - �� - - - - - - � — - - - - - - - - - - - - - /~ I I � � `� W � TOP OF SLAB m 107'-8" I I I ( W II W . h i i M J �. � II � � o W � W � �, ��� � Q � ' � ozJ � � - �— —� �— —. Q � � U � � �, W �`' °C ° — o � o - V � z � o 0 EXISTING 2 x 10 @ 16"o c. � Q EXISTING 2 x 10 @ 16"o c � � � � FIELD VERIFY NEVif � � � � COLUMN ABOVE BEARS � � � O �`�6 60�.�,ro O REINF'ORCE E)CISTOING ,� OJ�O � � W � o� D� ;Li' �rO FRAMING FOR INCREASED � ���.`� Q,� �i� ��� ��� fn � z S � , ��y-b 3�y+ D�QF��J�i COLUMN LOAD � D�'L�' `G'Gp�/��li� -.}�5�� �-�5�� > W ` O ADD 2-2x10 or LVL 3/4 x 91/4 TO + Q' Q �� EXISTING `"�'Q,,.�i� BEAM Tp �'��tr�P REMAIN � � � � � - Zow ~ EXISTING 3-2x10 � G 2 �� � EXISTI BEAM EMAIN TYPICAL �`� U � `�,� �a 6+6 H � � � _ ., �.5���� X �+o��,� �- � ��`��� s3 `'�"+ ��/� J G,�O� 1 �- Q'� �Q.�� 1 1 � � 1 TaP OF PLYWOOD 1 � \ � � � VJ � � 2� �VE TOP OF PLYWOOD � 109'-0" EXISTING 2 x 10 @ 16"o c. N � d• � � EXISTING 2 x 10 @ 16"o c � � � �. �. � O_ N EXISTING 2 x 1 p@ 16"o a a p 109'-0" a, ; � � � Q � Q Q � x rn rn rn rn .- . 1 �r x x x X rn a _ l� S3 M � � � � x ��.�- � � r � u EXISTING2K10�16"oc J EXISTING � � ci �i 2x10@16"oc. � � � ��� -� FIELD VERIFY J > '� > _, [] � �"� o- M 3-2x12 or , � � �' J 4-LVL 1 3/4 x 91/2 W �- `r 3-LVL 1 3/ � ch c� � — — O -� � — � 2 12 °' � M —ii if� — - - j � 1 D� � 1 1 1 Q W ���� I � I � M �6 � 6 ti �, J ��I-�� O O Pl OOD � �I N � J FIELD VERIFY ��� FIELD VERIFY x 1 UED D ILED ISTIN I C 1 9'-0" � `- I > 3-2x12 or Q' 3-2x12 or P� x cn X I N 3-LVL 1 3/4 x 9 /2 3-LVL 1 3 x 91/2 S� 2 x 10 @ 6"o 'a' I'� Q I — — — — — — — � � -I- — b q� �y'0 t�i. N I LL $x 6 , � 1 1 0 G51� IL- - - - - - - - - � � P� � u � u u 11 � 11 u . 3 2 10 � I G�-P� � I EXISTING OVERFRAMING � I � — — — J�ti� �.�6 J�, co,c� — — — — — — — — N TT TT ro 0 1T Ti Ti Ti TT iT iT TT TT �!"i i ��/i i il Tf J � _ _ _ _ � TO BE REMOVED --------' I I � ^� `3 0 `�O INVERT D TF I � Q �Q HANGE S(6 TY ) 2 6 R D OOD 3 S AN y 11,�x6 a _ ( N T I E V E R 1 2- OLMAN ZED Zx1 T O P F D E C K N G CO T INIMUM °U210� I G�p.�IG � N L D G E R w/2-3/4"D I T y p 1 N WOLM I I EXISTING HOT TUB I I I X x "LAG B LTS @ 1 " �� �'���� 2 x 2@ 24"o c WOL NIZE � ��� u I TO REMAIN I I I N o INTO S LID N � 2-2 x 12 ` } I WALL LEGEND N E B OCKING . RE OoE N I 2 x 12 24"o c. WOLM,p� IZED � 6 ' .�o I I -�° -'—"•�" CONCRETE WALLS � � y�1 � � Gy1�$ 6 6 ` - TO BE ADDED (G �(G p �P� ��� � � _ _ _ J � ,���� �� I I I I GL LA ALASf YELLO CEDAR G� 6 3/4 x 131/2 G P ONTINU US � G ��5� � �`��t�,� — _ _ WALLS TO BE REMOVED r� � � � � � � O�- � �� I I I ���+ � � °---- WALLS TO BE ADDED G� '� �I - - - - - - - - - - _ - - - - - .-� I- _ - -- - .� �� I I ( L� MASONRY TO REMAIN I I ( I EXISTING WALLS TO — — — -- — ^- — -- — — — — — — — — -- — — — — — — — — — REMAIN I I EDGE OF NEW _ I I DECK - ��- y MAIN LEVEL FRAMING S2 of 4 1/4" = 1'-0" � � � EXISTING 4x12 � � - TO BE REMOVED 2-LVL 1 3/4 x 9 1/4 U N � � • (— �� N �O � + � � I IO I -�, COLUMN PER PLAN � � EXISTING COLUMN I N - - � TO BE REMOVED I — - - - 5" I I � I I � � � � � �z 1/4"KNIFE PLATE I I I REPLACED BEAM PLATE 1/4"x 5"x 9 1/2"w/ � = � " �� 4-5/8"DIA.MACHINE BOLT � 4"x 1'-4"w/4-3!4"DIA. I O I PER PLAN ��Z N /42�2�/ THRU CONT COL PER PLAN � M B COUNTERSUNK LI—J FLITCH PLATE PER PLAN 1/4" � FLUSH CONT w/5/8"DIA.MACHINE °v � DF#1 6x6 EXISTING 2x10 � PER PLAN NOTCHED FRAMING BOLTS w/WASHERS @ 16"o C � •- =�, STAGGERED TOP AND BO-1'OM � -- - -- -- ti O AROUND FLITCH PLATE EXISTING 2x8 @ 12"o c. �N O+ � �� •- __ _ __ __ _ _ h .� EXISTING FRAMING EXISTING FRAMING TO REMAIN THICKNESS CAN BE WHOLE _ N o 3/4 PLYWOOD _ _ .—, N � 1/4"BENT PLATE 4"WIQE TO REMAIN OR BROKEN INTO SMALLER c� o- + � °M � O O TO REMAIN I \ - M w/2-3/4"D I A M B T H R U THICKNESSES TOTALING a, N Zv � V I FLITCH PLATE AND 2-3/4" � SPECIFIED THICKNESS N N � � - � �� DIA x 5" LAG BOLTS INTO w` O O °� -- - -- -- fl. > 1 1 8-0 D F S S 6x 1 0 P E R P L A N � o + + � „ � � �— o D ETA I L D � 3/4 PLYWOOD � FLITCH PLATE TS 5x2x114(LLH)or _._------- _ BEAM PER PLAN � S3 1 1/2"= 1'-0" TS 5x3x1/4{LLH) _ ;v:��-����,s',�c�, ELEVATION �`���°����� ��"��` _ r 0 SECTION �;��ara�,������,;;����� �� �t� � � � t2 ��: �'`,;�'� �'���n.�'� yrt ' '",,a ,.-a�+:�,:., . 3 �a�� �+,�Lw.� � �'4'��'�'e 12 � ���� - I � I ��STING COLUMN 3�4� �ti'�� I �ry}� �`��'�'� TO BE REMOVED � �. E, V �.,� .��A � � - DETAIL E � ¢�'� '�r �r ioi `�' RREPLACED BEAM PER PLAN � � �„� EXISTING 2x8 RAFTERS �'ry vER��^(2 2X�� • • �ELp VER�F�,z �•}°` E '' �' "''� �� + a• � F �'d"`� � k. �",��f�' q,'4'�„�.�,L"�i' j`v � y G_� u���E I � I _ TO REMAIN F1E�� M� �10 �y � 53 1 1/2"= 1'-0" ��� �, ��';�.��`�'"�� L J I N . M�N�MUM N/MUM � ,�;1�' 2° Zn �' EXISTING 4x12 TO BE �;I.�' EXISTING FRAMING DF#1 6x6 PER PLAN I I REMOVED �� �Zy.� TO REMAIN - w/COMPLETE BEARING J � ON EXISTING MASONRY � BEAM PER PLAN ° 109'-0" �,}p� `° �y+a 3 � � �, � g a °�° g x , O ( I NI� N o N�� z z • p "' g TOP OF PLYWOOD � � "' � � � - DETAIL I "s�-0�� � ° � 114"BENT PLATE 4"WIDE � W N a ' w/2-3/4"DIA M B.THRU � �%� EXISTING MASONRY DFSS 6x6 AND 2-3/4"DIA S3 �„w ,�,-0„ F _�_T�OP�_�OF PI.YWOOD TO REMAIN EPDXY ANCHORS INTO 1 Q � �118'-0" MASONRY Q +�` Q � �� D ETA1 L H FIELD C DINATE H TIMBER CO ECTIONS. r' � ... 1"= 1'-0" N g SISTER EXISTING x � W � " S3 � �g 2u4@16"oc w/ `�'�� - `V z 2x4 @ 16"o c GLUED `� z �` LL�-, g AND NAILED � � Q V � +�` ' `�� �� O � ��� ��� � J J 0 0 � _ U , EXISTING 4 X 12 EXISTING HEADER EXISTIN 4X12 EXISTING 4 X 12 TO REMAIN N � �'' EXISTIN 2 x 10�16"o c. TO REMAINTYPICAL TO BE R MOVED IS11NG 2 x 10 @ 16"o c W � ' O - I I ;��-b I I � � � U p � ti � .._ � mWQ I I W Z � � � +6 '� � O 6 � W - i ��� �- - — .� - - _ - - ��� � o i > r� '�- �, � —� � ���`,� w � z 'S _..J D• '� I 6X6 J � �y� I EXIS G BEAM TO REMA1 PICAL I �� �`� �E.�EEN G��Q��� � L` O - - e � `� U TOP OF PLYWOOD v`' Cp1-UMN Z O�'� DFSS 6 x 10 , DF S EC TRUC U l. 6 x 18 F H C TOP OF PLYWOOD � Q W 118'-0" �6 3-L V L 1 3/4 x 9 1/2 �,� V�R ON F N D N• v I �OJ� °' � � � x v �+ 118'-0" _ � " Q'. B ' 6 �° aE�ow � P� i - H � �° ° � � � J EXISTIN 2 x�o @�s o c �; o�' _ Ex co�. .- � � �/� „ �lj' `- V J � G W � D ABOVE � ' S3 tv��� ��O S3 EXISTING 2 x 10 @ 16"o a o g EXISTING 2 x 10 16"o c. a I �- � � N � � � � Qa S3 z } ^' � v I EXISTING 2 10 @ 16"o c � �Vp, Q � O �`V „' , � p � � b 0J� � �;Y�'� tn � T_ � ` � 3' STONE VENEER FULLHEIGHT u. : �;L� ry;l�'6 w/MASONRY ANCMORS EVERY � S3 P � � � 2 0 SQ FT PER ARCH'L& -�I a �� � � 3-2 x 10 �g.?�� a TOP OF PLYWOOD � I 4�LVL 1 3/4 x 91/4 N ' O �h. oE �'gOJf� �I� I 118'-0" —� �I R �r � n n n n n � � J I � C9 ( S3 �( �� � h%1'� P F PL ALASKA YELLOW � W I �:�p'�� ��,Q J �ti�° I � � I �,� �,yi-�O � 1 -0' 2x4 @ 16"o a CEDAR #1 3x8 I � N , ' 2 x 'o c a LEDGER w/2-3/4"DIA I `Nk° � TS 5x3x1/4 F� TS 5x3x1/4(LLH) TS 5x3x1/4(L � I I I � I 3-2x12 � x5"LAGBOLTS(� I - - - � ??,� � - - - - - - - � � - - - --� - - -� 16"o c INTO SOLID 2'Z�C�2 BIOCKING I � 6 � �— — —� �— — —� ro 22�6 O I `y �O �a � _ — � � J � �,+ — — — — — TS 5x2x1/4(LLH) N I "3 `�� N�r — � �1% �° �'f �� ��� I E � E � 6 TS 5x2x1/4(LLH) � EDGE OF DECK I J Y c � s �o �s°o I S3 S3 � �r`�+ E M � E �;y+'6 ry;�6 � E S3 2-2 X�2 S3 E I LVL 1 3/4 71/2 SL NG I EDGE OF Q 2x6 EXTERIOR WALL PLACED INSIDE FLUSH w/EXISTING S3 S3 I 70 61/2"@ 16' o DECK N EDGE OF TRELLIS I I 2x4 EXTERIOR WALL — '' I PROVIDE PLAT�1/4"x - WATERPROOF DECK, GL .Y C. 51/8 13 1/2 or I � � i.� + PROVIDE REVERSE 3 3/4"x 5 w/2-5/8 DIA TOP OF DECl4NG SLEEPERS AND 6 --' M B WELDED TO TS FOR � DECFaNG PER ARCH'LS ° c�+ A Y C #1 6 x 16 or A Y C #1 8 x 14 +�O 2-2x6 WINDOW TRIMMER �'� O 0 117'-11" 6 -iG•-4- �G.,� •— Po� Q,.` � U�PER LEVEL & LC�WER F�C�OF FRAM I NG 1 1/4�� Z,�.. 1 1/4�� WALL LEGEND • � DENOTES 1/2"PLYWOOD SHEAR WALL PER EXTERIOR SHEATHING SPECS �I4�� _ 'I�-O�� _ _ _ WALLS TO BE REMGVED _�----` WALLS TO BE ADD� � _ EXISTING WALLS TO REMAIN _ .�. � S3 of 4 r � - 12 � 5' � SOLID BLOCKING � � � _ 12 •-- N � .. �p CO . ��24"�C • � � . � �, L 3-LVL 1 3/4 x 14 or �2 � GL 51/8 x 15 PER � PLAN � 12 �12 TRIM AS REQ'D' 7'8 I 4 � � O '� ��' N � 2x12(a�2�"oc 12 � X � PER PLAN 4 � � ,p U � = O �' � Q�> N - - MSTA24 STRAP TIE cQ 48"o c. EXISTING FRAMING - TO REMAIN � EXISTING 2x8 � r, d' _ FRAMING TO REMAIN � – �,'�ts•',' "�- �' �:ya�`x''«...,�'��.���`� M FLITCH PLATE PER PLAN s�r�� � �°`� ' � — — — — — CONT.w/5/8"DIA MACHINE �'`��;��3��i�'� �a�`�'��r�, � : �'.� e� ,a6���;,��. f� BOLTS w/WASHERS @ 16"o c. q fp�� '`�.�a ����� / / �---_ NOTCH TAILS TO 71/4" STAGGERED TOP AND BOTTOM � ��'`;� � •� &�,�s'-�.. r �.,, , ,,,,a���,;� ,�� � �„� TO MATCH EXISTING � ��° d g��; THICKNESS CAN BE WHOLE -3-���t / �..f�`^' �' '4�°'.���� a.l 'k. � 'M, C° � � — � / �� �2 B 3 2x �� OR BROKEN INTO SMALLER ��;���� L�� , � ���4 ,,` � / 8 ��. THICKNESSESS TOTALING '"��� � �'�'tr�.��� / / "U"HANGERS ��� �.,,�� ` I I AS REQ'D 2 24° �. 2 X�2 @ 24� ° �6 2 x 12�24"o c SPECIFIED THICKNESS M''-',�,� ,�,�%YS�Y,,,�!??`� ,�,��,,.�. _ � WL I /4 x I 1 1/ 3� 3- 1 11 "U"SERIES � / I � � � HANGERS TYPICAL 2u6 @ 16"o.c 2x8�24"o c REMOVE EXISTING 2 x 1 24 o c 3-� 2 x 12 24" � D ETA I L G PER PLAN CEILING JOISTS I I 2x4 @ 16"o c � 2x G � �ry � 2 x 12 Z.ytiQ � 2-2 x 12 I �74' 1 1/2"=1'-0" DETAIL F 6 6 " �,+ N �- s F `�' c, 2x6@16"oc. x � S4 I x ( I � RAKE WALL I I � I , 1"= 1'-0" ...--� r�"'i o ABOVE TYP " �`' ,� I � a � =v rj' I NOTCH TAILS T0 71/4" ( � — — � � � — — � — � � — — ` I TO MATCH EXISTING � � — � . .- . NOTCH TAILS T0 71/4" � X � X ( 70 MATCH EXISTING x x I I M M M I v M J `" J EDGE OF ROOF mGE OF ROOF ��ro I I � J `� I I ° I ° I I � I � � 1 ..r . � x X � --� d' EaGE OF EXISTING o N p� N ro W � �s ;L.�' ;1,+ ;L+' R�OF _ � � _ _ _ EDGE OF EXISTING I � � � � � (— 6 ROOF � � �, I 2-2x12 �L�" I I EXI 2 x 8@ 16 o FTERS 2"2 X 12 � ' � � � � EXI ING 2 x 8@ 16"o c FTERS O z � I ZX, 2 °o� � 3 ZX 2@2 "o� - J �; � � _ - - _ - _ - _ � U X( EXISTING 4 x 12 TO BE REMOVED 3- 1 /4 x 11 1/4 � 3-L L 1 3/ x 11 /4 ISTING 4x12 � EXISTING 4x12 TO BE R MOVED p � � � c., �� � TO REMAIN I N W � � • " EXISTING 2 8(a3 24"R1 c CEILIN��lOIST `� 3-LVL ARE EXIST G 2 x 8� "o c C ILING JOIST W � O � I ' t— _ BOTTOM FI.USH w/2 x S Z � � — � o TRIM TOP EDGE AS � � M � � � • EXISTING 2 x 8@ 16"o c `�j ° � ° REQUIRED AT RI E / EXISTING 2 x 8@ 16"o a - � W W �' m m O I tA � I w L ���; � .� � � L� � I � � 2 v�s � �� � � � Q,. � � (� � � �� N N �� ,�Q�G � N W � o `l' x :1�'0 '� Z Z 2 x 8 RIDGE � z � � � EDGE OF W W [eJ N � �p, � � � ,��/ o `1�- C' �O X x 5•� � EXISTING LL � Q U — — N � - �— � w w �} �t�,� �_ ROOF � O � I RAKE WALL \ / RAKE WALL 2 x 1 "o c CEI I G JO ST TE D TO EXIS ING ABOVE I I AB�� � � � � � � o) �- - 0 � � � I EXISTING 2 x 8�12"o c. EXIS NG x 8 16' o c ER � EXISTING 2 x 3 c@ 12"o c. EXISTIN 2 x 8@ 16"o c. RAFTERS OQ � � �� �� N = � > � � � I 6 G �s I G Q EXISTING 2 x @ 24"o c.CEILI JOIST �IS�'NG Q � O N . � E X I T I N 2 x 8 2 "o c I L I N J O I S ��y i- S 4 S I M. `��� ��, S t� 4 R�Q p A S � � T � i IN � I f I LVL 1 3/4 11 7/8 PL LITCFI�LATE 3/4 x 11"CONT 2-LVL 1 3/4 x 11 7/8 S FLITCH PLATE 21/4"x 11"CONT � � °'' Tf Tf tt R Ti �� Tt 1i if li Tf 1T li Tf �� 3- /4 x or 5 �jJ ' 1 � — u j O x a 1 r- .-� o � � � � - x x �r 2 x 12 @ 24" c N TCH TAI TO 7 /4"TO TCH EX STING ( la N� � W � -� � F .- - � N IIIN N N ' x V N � ' i — � — N - - N 2x4 @ 16��O C x N 2 X'I Z Z4"O N X I I I N � I N X� ;� � S4 � � `'� N Z `V Z X 12 "O "' � �e-� E D G E O F E X I S T I N G c� � 3- 8 C O N T � N � "' 3" N X v ROOF — — — — — '" N � cx ry� � EDGE OF ry+�O ;y+�O �y+ � �f � � ROOF p � I I 3-LVL13/4x7 /4 3 L 13/ x71/4 3 2x1 � _ ��y� ., � � � � � N N � J I �` '';'� '�� � `' 6 Q NOTCH TAILS TD 71/4" EDGE OF EDGE OF EXISTING � NOTCH TAILS T0 71/4" N _ TO MATCH EXISTING TO MATCH EXISTING ROOF ROOF NOTCH TAILS T0 71/4" EDGE OF TO MATCM EXISTING ROOF WALL LEGEND RO�F F RAM i N G P LA N = _ = W�-LS TO BE REMOVED OR RAKE WALLS ABOVE °-_= WALLS TO BE ADDED • SHADED AREA DENOTES OVERFRAMING �I�L�� _ ��-O�� EXISTING WALLS TO REMAIN � , v F � .i � S 4 of 4 ,