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Vail Village Filing 9 Lot 7.pdf
, RAFTER TAII BOBBED MAJOR SPAN ADJUSTMENTS TO BE M4DE Ai CENTER OF ARCH NOTE . TO AGCOMADATE � � � - 6�� � IXS FASCIA fi� EXTENDED ENDS TO ALLOW FOR MiNOR RAiTEN TAIL soeeeo SPAN 4DJUSTMENTS �ESS TNAN 9� ROOF SHEATHIN� � TO ACCOMAOATE � 2 % 6 RAFTERS I6�� O.C. IXO FASCIA 2X6 RAFTERS � � ROOF SHEATHING ROOF SHEATMING 6'I RQOF SMEATMING BOXING - 2x��RAF7EHS ifibC 2 % 6 RAFTERS I% 6 BACKUP � �OISTS � 2X4 ELOCKIN6 JOiSTS IX8 FASCIA `JOISTS � � ROOf SNEATMING SMEATHING GAB�E S7UI1S � �X2 RIBBON DBL. HEADER I%B FASCI � IXB SOFFIT DBI . HEADER 2x6 RAVrERS i6" OC 27SD dACK - JP COVE - Ix8 FASCIA 1J01STS COVE I % 2 RIBBON 1 i i y� Ix �OF4SCl4 SIDING � a�v SOFFir INSUL . SHEATHING I%8 SOFFIT 3/B�� EX7. PLY. I % 4 RIBBON BRD. STUD Wa�� SIDiNG � ; j � 2X4 STUD WALL 16�� 0. . COVE COVE 3/B� EXT. PLY COVE INSUI. SHEATNiNG 4X4 POSTS DB� HEA� ER TRIM BOARD : xBFASCl4 SiDING DB� HEADFR INSUL SHEATHING 2% 4 STUDSIfi'OC 2X4 LOOKOUTS ' - 4X4 POST 2X4 STUD WALL 24 OC. Ix6 BACK - UP�a DRia Caa � 2%4 STUD WALL $IDING I%6TRIM � V�Y SOFFi7 1X4N41LER I %BCURVE04RCM 4 % 4 POST CURVED ARC i %B CURVED ARCN � 4 % 4 COST 4 % 4 P(15T usE � � is a � rai � SLOPED SOFFIT OVERHANO C 1 8� SOX OVERHANA C 2 PORCH — 0" BOX C 3 PORCH - FULL OVERHAN4 C 4 CURVED ARCH C 6 � � ic NOTE : GABLE FRIEZE BOARD TO SET F�USH � Z 2 % 4 RIDGE BOARD 2X'B� RIDGE BEAM WITH ROOF SHEATHING. � � 12 � ROOF PITCH 4 2% 4 STU05 / IB' nC. �n NON. � SKIRTBOARD ROOF SMEATH�N� 2Xk� RAKE BLOCKS 24"' O.C. ' _ 10 ROOF PITCH II i � 1 2 %� END RAFTER 2X4JOISTSI6��O.C' IXBFASCIA � 2X4 STUDS I6 ' OC. �� N ` �_ TIES 16" O. C. � II ;� / IX2 RIBBON BRD. i7( 8 SOFFIT 2 % 4 RAFTERS 2X4 T� es is"o.c. � E.(qk�S �� SHEETROCK 2X4 PLATE IX2 TRIM � 0 i6�� 0. C , _�"« �P�T SHINGLES LAY 'S. TO WEATHER 3�/B��EXT. PLY. 17�6� FRIEZE BOAhD IX4 NAILER � �l COVE- VERT. SIOiNG ' � 2X45TUD5 � �� r• 6xOCAFTERS 2 % 4 STUDS 16�� O.0 � � 27� RAFTERS 16�� O.C. 2 � RAFTERS 16" O.C. WINDOW SHEETROCK � � SHEATHING � ' HEIGHT 2X4 PLATE INSU� . SHE4THING � 2X4 PLATE GAB�E STUDS i � 7�B ` 3e'¢ . ; /'i 3� _ �,� � "1S�Y . FELT 6" FROM TOP OF PLATE •�r, =� '' TO STRINGER ; a � � f�" � � -�-�-� SHEETROCK �. ' I � � 2X4 KNEE STUDS 16�� 0 C. r�� �' � Z-��1 ROOF SHEATHING —� � 2 EADER � � — SKIRTBOARD -�„ 2%4 PLA? �� '��� • _ _ UU � 1 IIIV � � 1 �► ' � fi - 6 " m OPEN STAIR DETAIL C 6 aABLE END — 12� RAKE C 7 �' � JOISTS � �SE j � t5 p �TAll _ � . � N 2X4 KNEE WAI.L 16�� O.C. � - ( 2ND ) FLOOR JOISTS �� � �H ( S DEtAIL u2 " r �rwoo � GAPE COD OORMER C8 tyr� 2x (d J015T16�� o.c. 2X10 fLAT � SNiRT BOARD TO SET ON -Hf9FA5CIA � TOP OF 2X♦ NAILED I %4 RIBBO NOTE : SKIRTBOARD TO BE APPLIED � 2X4 STU0.S � ti�j AFTER SMEETROCK IS INSTALLED. °Q T� WA�� `f1iCBACK -UP - , u (ALTERNATE ) = LANDING TIEO 2 % B RIDGE BEAM � CO E WINDOW 11EIGHT Z TO JOIST 3/B� E%T. PL.Y. SOFFIT � � 2Xi2 STRINGERS " ' , _ PITCH TO SUIT / /� F19ERG4A�GS INSULATION , TREAD �, � t. �.. �'� c.tL t- n j � R !SERS - 8" MA% � SHEEiROCN �' -� 2X9 RAFTERS I6° O. C. z. r � ,� � � � SKIRT BOARD -- TREADS - 9�� MIN. RUN I / 2 �� PLYWOOD - - - - - - ' - IX ! •ACK- VV r 'S r � es �s' .c. � I I/8� NOSING 1X4 �� - STRINGEF - I % 10 FASCIA � _ i SECOND FLOOR DROPPED LAND�NG -� ° ' �-> � m k� �'C� f "`� i I� - 0�� 3��" EXLPLY. SOFFIT � SIDING (SEE ELEV.) - 2 % 4 STUD WALL 16 �� O.C. �j 2 X 6 RAFTERS 16 ° O. C. � V��TTS - FLAT JOIST � 1 /2 �' PLYWOOD SHEAQ PANELS AT � ��p �� INSUL . SHEATHING CDRNERS ( OUTSIDE WALLS ) NAILER J01STS 1 � m f \ - \ ( i ST. ) FLOOR JOISTS � � � � � � �� P� „� `� �"( Q i r � 2 % 4 STUDS 18�� O.C. FINISHED FLOOR 2 % 4 STUD BEA ING WA L I6�� O.C. a L � W I / 2 �� PLYWOOD (.ALTERNATE HEADER ) / � , USE THIS DETAII x ' z 2X4 KNEE WALL IB ° O. C. � 6�' 6�� � I/2 '� PLY SUB FLOOR WITM RED ROSIN PAPER � � I � ,i '3 RISERS - 8" MA % _� - 2 % 12 STRINGERS LANDING TIED BOXING 2 % ��J JOISTS 16�� O. C. � TO JOIST ; .f TREADS - 9� MIN. RUN -� ` ' � +' 6N6 No�a Firt.. PRuTec•�oa �- I I/B�� NOSING 33�s �'- � JOISTS 16'� O. C. GRADE �` 8 MIN. r "�'�� u� aT JOISTS SEE FOUNOATiON OETAIL SEE FOUNDATION BO% ING SHEET FOR W4LL GONSTRUCTION DETAIL SHEET FOR TYPE OF CENTER BEARING FIBERGL4SS INSUL. a" ONC. SLAB ALL STRUCTURAL IUMYER I / 2' PIYWOOD � g LJ'EGuR� MBr,� STaAp SHED DORMER C 10 CROSS SECTION 1 1/Y STORY WEST COAST OOU (iLAS FIR C � � ,P 'rs F��OhL FIRST FLOOR DROPPED LANDING � � � � E� Af P H � CONSTRUCTION DETAILS BA8EMENT e FINIBHED STAIRS G9 '': 1N1z O I� no �visioNOF EVc�/'�75 PROOUCTSCOMP�,NV PROPER DETAILS MARKED IN RED METAL HANGER _ I BEAM i 2 X 10 JOIST NOTE : BOTTOM ENDS OF BRIDGING TO BE NAILED BY � - � CUSTOMER AFTER FINISHED F�OOR IS APPLIED. � 2X4 BRACE � DBL. 2 % 4 SUPPOFT ROOF UNE 2 %e 2X10 qIDGE BEAM UNDER RIDGE . STUD WALL 12 / JOIST � 2 PITCM � 2 % 4 BRACE JOISTS - , , . — — DBL. JOIST � 2X4 TiE � STUB JOISTS I % B NAILER SUB FLOOR - � -- 2" BLOCKING 4 FEET O.G. MA1f IX3 BRIDGING LAM . BEAM SHEATHING TO S IT ON 2X0 CEILINC JOISTS 16° O.C. 2Xk PARTITION IR3 NAILER JOISTS SPACING 9� MAX. ANO STUDS 31 /2 " MIN. 2X6 HEADER TOPPL4TE 2 X 6 RAFTERS Ifi' O. C. 3 � - 0" � — � IX3 CROSS BRIDGING FOR JOIST SPANS OVER 7 � - 0�� 2X4 AfNEE WALL I6�� O.C. JUNCTION OF ROOF Q DOHMER CSHEATMING � OISlS HANGER DBL . ROW OF CROSS BRI �GING FOR JOIST SPANS OVER 14�- 0�� �SUB F100R NOTCH JOISTS TO RECEIVE JOIST JOISTS MANGERS FLUSH WITH BOTTOM I� SE T � IS DETAIL oF � o� sT ,oX,Na USE � NiS DETAII USE tNIS DETAlL VERTICAL SIDINA NAILINO C 12 CROSS BRIDAINfi C 13 DBL. JOISTS UNDER PARTITIONS C 14 CONCEALED BEAIrI C IS LOW PITCH DORMER C I6 2X4 BRACIN6 2X4 BLOCKIN6 2X4 S7UDS 2 % 4 STUDS 16�� O. C. DEA� AIR SPACE GABLE END SHEATHING 2X4 GABLE STUDS � JOISTS � a .. .. , . � . •.: . ...,:.r .., .;-._ .., . , ,. . .,:: •:,: � -:: ,,�. • 1/2 " PIYWOOD SUB fLOOR 2X� RAFTER - S DOOR JAMB � STUB JOISTS n - TIE TO ' � INSUL. SHEATHING DOOR TRIM I �T JOIST JOIST I FIBERGLASS INSU� . 2 % 4 STUDS 16�� O.C. 16 �� O. C. � ' 16 MIN . 2X4 BRACING KMEE STUDS 4X6 POSTS TO SOFFIT � I�- 2�� VERT. SIDING SHEETROCK SHEETROCK 2X4 BLACKING � KNEE STUDS SHEETROCK � ; I� - 4�� VERT. A�UM. 2 % 4 STUD WALL � � � NOTE : 2X6 BOTTOM ANO TOP PLATES . i SHEATHING TOP OF WINDOW 2 X 4 STUDS i6'� O.C. 2 X 12 STRONGBACK 2 X 12 � I � t I � � I � � � I � ' STRONGBACK � I i I I � I I � li � I j � � I � � � � � � � � � � i � � JOISTS �� i � � I � � SHEATHINO � � I�� AIR SPACE BRICI( VENEER JOISTS SOLID BRIDGiNG SOIID BR1061NG us � aH � s o � � Ai � P� � E � �� ; 5 DE � A � I FRONT ENTRY DETAIL C 17 8" SOUND WALL C 18 SET OUT OABLE FOR BRICK VENEER C 19 SECOND F100R FRAMINB C 20 KNEEWALL BRACINA C 21 2 % 6 R. •v DECKING -- . FLASMIN6 I" R. �N. FAyCIA � 1 i � S �� i JOISTS B��OCKING BETWEEN DOUBLE JOISTS I % 8 FRIEZE BRD. n � ixz TRiM DBL F�OOR JOISTS HEADER ROOF SHEATHINO FASCIA BACKER 2X6 RIDGE BEAM 2 % 6 �.RAFTER9 16�� 0.C. BO% iNG� SHEETROCK 2X4 BIOCKING 4! 0" O. C . � � � � � FLASNING � 3�B" E xT. PLM. � -- - � i � COVE- VERT. 5161N0 - -- - - OECK - EXTENOED J01575 , � I � I - - - � � DECK � � � - - - - - � � � CEILING JOISTS " � � � OR RAFTERS HEApER — SHEATHING ii METAL ' -- - N07E� � MAN6ERf HEADER TO BE PUT iN RAILING AND STAIRWAVS NOT FURNISHEO Zx4 WHEN CNIMNEY i5 INSTALLED STUB JOISTS 1 BOXING NOTCHEO TO ABIE STUDS 2 % 6 S�TUB RAFTERS 4�- 0�� O.C. 2X4 BACKUV RAFTER 2X6 R. W. OECKING FLASHING � X B REGEIVE JOISTS HANGERS FLUSH NO7E �. �AID FLAT I� R.W. FASCI4 DBL . BOXING PLATE WITH BOTTOM Z �� M � NiMUM C�EARANCE BETWEEN OF J015T5 CMiMNEY AND WOOD FRAMiNG � ixa S JOISTS p r OUTSIDE WALL � SE ! � � '+, � L � � � � NOTE � JOISTS HANGERS THE IENOTM OF STU! JOIST! nxa vosrs ro ee A MINIMUM oF J TIMES CHIMNEY FRAMEOUT C 25 BABLE END RAKE OVER 1�W C 26 TNE CANTIIEVER �ec� �oisrs r+ �G�,r AI � � ��"I�/� CONSTRUCTION DETAILS �J L 1 `� � C 22 FAL8E BEAMS WITN JOISTS C 23 CANTILEVER - PERPENDICULAR TO J019T8 C 24 PROPER DETAILS MARKED IN RED DECKS a uiv �sioN oF EVc�/�75 Faooucrs connPnNv � e TOP OF PIERS _ LAM. BEAM 3 I/2" 0 LALLY COL. EX � WOOD POST IOWER TH4N TOP WITH PLATES BY OWNER BY CACP INSUL SHEATHING I�AIR SPACE � INSUL . SHEATHING I�� AIR SPACE INSUL. SHEATHING OF FIOUSE F'OATION METAI TIES EVERY METAL TIES EVERY � PLINTM BI.00K BOJ(INO - TTH COURSE - I6��O.C. BOXING 7TH COURSE 16�� O.C. 67I16 MERS 4„ 2" MIN. CONC . 8V OWNER 2X JOISTS Ifi� O.C. 2 X JOISTS 16�� O.C . • 2X , JOISTS 16�� O. C. ni 2 % J013TS 18° QC. � FLASNING - V�EEP FLASHING - WEEP T OVER oLATE GRADE . HOLES 4�Q� � � HOLES 4�- 0�� 0 .0. '�7�' � - ' 21( 6 SILL � q 2 % 6 SILI � 2X6 SILL � � �� 2X6 SILL I / B MIN y� SiLL SEALER B� MIN. ii SILL SEALER B �MIN. i�� SILL SEALER � B�� MIN . �I� SILL SEALER � � � � �RADE 2 MIN. GRADE � { I 2� MIN. � � 'r /1 �_,� N GRADE n 1 /2 "dX16 " �� � I � � I � � yJ � I/2� � X16�� I� I /2 "� X16•' � ANCHOR BOLTS 6 'O .G. � �� � I /2 " p % 16 ° ANCHOR BOLTS 6� O. C. ANCHOR BOLTS 6 O.0 �� \1p' S� � �� ANCHOR BOLTS fi-0" O.C. L II - POURED WALL iI 24' 2 �" 2 � " 24" b �t �, I N0. 3 HOR . RE -RODS ' N0. 9 HOR. RE-RO05 ` �.�. � 24' 24" HEAVY COATING . N0. 3 HOR. RE - RODS 24�� O.C. HEAVY COATING 24 „ Q C HEAVY COATING _POURED WALL HEAVY COATING � 24" O.G. y � � � . • � ' \ / � OF WATERPROOFING � OF WATERPROOFIN6 OF WATERPROOFING �I OF WATERPROOFING , ; . ,� J �� N0. 3 HOR. RE- RODS 24��O.G �� . � ; . � ..; 1 _ POURED WAIL „ n I , - -POURED WA�� � ' . : . • � � �� � N0. 3 VERT. RE-RODS 32�� O.C. � .. � � � I� I� N0. 3VERT. qE - RODS ' II N . V . - RODS 4 ORAIN TILE I 4�� DRAIN TILE 32 a• �• S� gls PLINTM BLOCK � NO. 3 VERT RE- RODS 32 �� O.C. �� OPTIONAL � OPTIONAL @.. � �� I 32 O. C . �� I� �� � � l � �� II 4" DRAIN TILE I� . EXP. FELT 4�� ORAIN TILE I� E % P. FELT COVE j COVE �� PIER BLOCK - CRAWL SPACE PI 8TEEL COL. - BASEMENT P2 WOOD T A E � P3 OPTIONAL � ,� OPTIONAL �� KEY . -T� KEY . T COVE �_ I� SLAB 4 COVE I� SLAB 4 ( 2) RE - RODS + ( 2 ) RE - RODS _L KEY -- P o :��` FILL SAND KEY � FILL SAND � � ( [ 1 RE - RODS � (2 ) RE - RODS -�- 2X _STUD WALL 2X_ STUD WALL - 2X6 SILL PLATE � � 18 �' Ti�6 -29 -�°► � I/2�� BM. CLEARANCE G . ( ALL SIDES ) IQ � � TA$ Z9 -A —CONC. CURB NCTE : ALL FOOTINGS NOTE : ALL FOOTINGS NOTE : ALL FOOTIN63 NO�E : All FOOTINGS ���]]]{{{�����` � � 'y wUST BE SELOW FNO37 taUST BE BELAW fR05T �j �: � MWi 6E sELOW FR03T MUST �E SELOW FROST EXP. FELT `+� FLOOR MUST BE IN WHEN LAM. SEAM � { [ (� � (� � [ T � t1 �q1 \ CARPENTERS ARRIVE gTAf�p�IFaTK�R�pL.MtAL�. PIO POURED WALL - BRICK LEDOE PII POURED WALL - CRAWL�SPAC� P12 CRAWL SPACE - BRICK LED6E P13 / I � o , �2� RE - RODS i1 � SAND FILL Fd•_I Te�� CONC. OR STEEL SHIM ( 2 ) RE- RODS 8� BOXING - -__ BOXING -�` BOXING BOXING f� ,� TH� 29 '/�1 TOP OF WOOD BEAM TO SET FLUSH �� WITH TOP OF SILL PLATE � 2X JOISTS 16 " O.C. INSUL. 2 % JOISTS 16�� O. C . INSUL. 2 % JOISTS 16�� O.C. INSUL . 2K JOISTS I6�� O.C . ��� � (� C � (J � � � � �.,� � � INSUL . _ _ SHEATHING SHEATHING .� i, lp gHEATHING -� $HEATHING 2X6 SILL � 2X6 SILL 3/8' E%T. PLY �� SILL SEALER 3/8� EXT. PLY I SILL SEALER 3/B�� E%T. PLY. D8L. 2X4 PIATE 3/ B ° EXT. PLY. DBL . 2X4 PLATE fI � [ �J ' Q �y [ T 2X4 �BLOCKING ,.- �� 2X4 BLOCKING 2X4 B1.00KINC 2X4 BLOCKING BEARING WALL FOOTING P4 BEARIN(i WALL FOOTINO P6 BEAM� I�dC �� M� �1W6bAR�.) P8 cove L�I �/z" 0 x is' cove � i/z" 0 x is " cove cove I ANCHOR BOlTS fi -0'� O.C. I ANCHOR BOLTS 6�- O�� O.C. � � I� AIR SPACE 1� AIR SPACE 4 2 % 4 STU� WALL I6� O. C. N0. 3 HOR. RE• RODS 24'� O.C. N0. 3 HOR. RE• RODS 24"QC. METAL TIES EVF�RY ZX4 STUD WALL 16��O.C. METAL TIES EVERY 7 .TH COURSE - 16 O.C . 7TH COURSE - 16�� O.C . - POURED WALL INSUL. SHEATMING INSUI. SHEATHING 2 % 0 31LL PLATE 2X6 SILL PLATE _ POURED WALL --�, NO3VERT. RERODS32� O.C. pLASHING - WEEP �I N0. 3VERT. RERODS32"QC. 2 % 4 SIIL 8 SEALER HOLESIN4-OWOEC . 2 % 4 SILL 6 SEALER • a /2�� BM. CLEARANCE � HOLES 4'- O �� O.C. 4X4CONC, CURB 2x _ sru� wa�� � i � ( ALL SIDES ) �I � Exp. FELT I EXP. FELT GRADE EXP. FELT 4X8 CONQCURB EXP. FELT 2x6 PLATE ! X6 PI.ATE � GRADE -` � I SLAB 4" � GRADE �� SLAB 4� �— SLAB 4 � � _ CONC CURB ON STEEL BEAM ON STEEI BEAM d� ; II � MIN. i , 8� MIN . �� J I GRADE �__.� � 1 ' ::SI.AB 4 � FILL SAND '�� ' •.' ��I/7� � X 16° I ' 'ANCHOR BOL S 6 � O. C . _POURED WALL HE /+VY COATING - -- - - HEAVY COATING -- ANCHOR BOLTS 6� O.C. -- OF WATERPROOFING OF WATERPROOFINO HEAVY COATING � HEAVY COATING ExP FE _7 OF WATERPROOFING �� OF WATERPROOFING i i II KEY �� _POURED WALL ,I �� POURED WALL NEY � —r � KEY � KEY �- / _ . . e • e '� o (2) RE - RODS " � � �- (21 RE - RODS ° � (2) RE - ROD$ � � � ( 2 ) RE - RODS � —L �� / SANG Fi�. � TOP OF STEEL BEAM TO SET TOP OF STEEL BEAM TO SET � � J� FlUSH WITH TOP OF P�DGTION. F�USH WITH TOP OF FOUNDATION � � � l21 AE - R00S i NOTE : ALL FOOTINGS NOTE : ALL FOOTINGS NOTE : ALl FOOTIN63 N07E : •LL FOOTIN63 MUST BE BELOw F'aOST MU3TlE BELOW FR05T MUST !E SELOW FR03T MUST BE 9ElOW iROST BEARINO WALL FOOTINO PT BEARING PILASTER pg BEAM POCKET ( STEEL ) P9 CANTILEVER - POURED WALL P14 CANTILEVER - �RICK LEDOE P 15 CANTILEVER - STUD WALL P16 CANTILEVER - STUD WALL - BRICK P17 NOTE : ALL FTG 'S. CONC. PIERS. STEEL BEAMS. BUCKS 3 LINTELS MUST BE IN BEFORE HOUSE ARRyES � ' v INSUL. SMEATHIN6 80XING BOXING 2% 4 STUO WALL I6��O.C. INSUL . 2 % JOISTS 16��O.C. INSUL . 2X OISTS 16�� O.G. I SHEATHING SHEATH�NG REiNFORCED COnIC OR STEEL � � 4 SiDE BuCKS - BO � rED ix4 SiDE BUCKS - BO�TED GARAGE d HOUSE F � DATION . DBL . 2 X4 PLATE DOUBLE 2X4 PLATE �INTE� OVERGARAGE DOOR EVERY 2'- 0� 0C BY OWNER EVERY 2'- O�� OC BYOJINER TO BE SAME HEIGHT 3/8� EXT. PLY. 3/B� EJ(T. P�Y. 2X4 SILL 9 SEALER 2 %4 BLOCKING 2X4 BLOCKING 4X4CONC CURB E%P. FEL7 GOVE COVE HEWFORCFD CONC OR STEEL REINFORCED CONC OR Si EEL 2X4 STUD WALL I6�� QC. • � I° AIR SPACE LwiEL OvEa WiNDOW UNTE � OVER DOOR T $LAB 4 Zx4 STUD WALL Ifi� O.C. METAL TIES EVERY �NSUL. SMEATHING ' 8 MIN. I/2�� 0 X I6�� GAR. STUD WALL GRADE ��f� ,:�, . _ . . •_ ; F��� �� INSUL. SHEATMING ANCHOR BOLTS 6� -O�� O.C. 7TH COURSE - I6 �� O. C. I/2'� � % 16�� 2X4 SILL 9 SEALER FIASHING - WEEP 2X4 SILL Ei SEALER DR FaaME I'� RIGID INSULATION ANCHOR BOLTS 6'-O:� O.C. HOLES 4�"4..G� 8�� MIN. 1� _ POURED WALL 8� 'MIN. � I/2� Ql X 16° � OOOa �I NQ� HOR. RE- ROD9 24°O.C. GRADE ��� GRADE ANCHOR BOLTS 6' 0- C. �` -POURED WA� � 2 % 6 HE4D PIECE BY OWNER � _ POURED WA�L � NQ9.YERtRE• ROOS 32°O.C. HEAVY COATING HEAVY COA7ING � OF WATERPROOFING � OF WATERPROOFING I � . II 4�� DRAIN TILE I� EXP. FELT 4�� DRAIN TILE E%P. FELT KEY f OPTIONAL �p OPTIONAL COVE I SLAB 4� COVE SLAB 4 >_ . ` � , 2X6 TRACK FASTENER • KEY � • � FILL SAND KEY � � FILL SAND BOlTEO 2' - O�� OC. BYOWNER GARAGE FLOOR (2) RE - RODS �._ ( 2) RE - RODS � � (2 ) RE - RODS � � -�- � uOTE _ �g" Tf1$ 29�1 INSIDE VIEW iF BRiCK iS JSED - SET GARAGE FLOOR TO BE SLOPED A MAX . OF I �' USE TI� iS DETA F BUCKS F �USH WITH OUT - PER 12 '- O" OF RUN . � � S�DE FACE OF MAS w4� L 7nRE5M0�D NOTE : ALL-�OOTIN6S NOTE : ALL i00TIN63 N07E : ALL ►OOTIN6S INSiDE ViEW MUfT �E lEIOW iNO3T MUST EE SELOW FROST MUST �E •ELOW FIIOfT NOTE . 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W y�/ P�YWCX7G � I � � � i2 ). 2X1 :2 (�l-��XI2 � %9)-'2X12 I�_ �� ���� � � . _ , . ; � .oc;ti:.��n�A rf —�--� - - -• �, � tn ( 1 > �, : ;� �:� �i,� --. r�Nir� 2xi � � ` K-, x,, i ��..�.r_ Nl CR i70PR � AT ?'-C• . � , � - � E-- � �. � r'�(J<�:��F: „J . r1.4�IJFR � -� j ' �- �-�� .. n._ .�_�r �o��e r�;-2x�� , J F�- , N�_ , ; :_ , �: �.»�HS� - � m n � � � C� � ' w n � 4 v J Q ' `� U� Q � � n J� �; rv �, y � _ _ _ - -- - - - - — - - - - - - - - � �... O _ _� ..J DaLe 08-25-98 � • Drawn By Clg - � ; � Checked By PbM i � - - - _ . _ - - Project No` 41 (i3 .—_ _ _ _ Reviaions `�,�' � ( i V l� � 'Y � 1_ r=• I �l L.> - � W - - - - -- - - � �� � � ��',�i`'� IN�: �' ! �; 1�! N . N j/ ` � - I ' . ._ � M / �� � 2 $ �� � _ � � ( �,�.. :1 -�^ � ?� 'PV �j �1 C "�j' N!` � ENERAL NO-� ES �ll = � v ;� � � y � � � • e _ sc� � , �., st_o , >d . , � °> _ N � . � - 3 � � a � � � . _ . t �� � (/. J j V� .- ;J I- ' r � pC v �r-... .w 3 r. ... . ._ - �� , ,_ ''JJ N j �oG � __ , AO P�, c �j G ti � .. � � � � � FA.�7EN NEYY "- --'��. i F--+ � � r. ;` ._Ipi5Y5 TO EX15TIN6 �. f2 � �re ' %< r. X . ; i ... a ICAL FLOOR A�J PSh- � WiTH MINiMUM OF � � f'� I p,� 3% � a i � � � � r . WiND (10)-�6d NA!LS (GL �NGNEP) ' �, { ' � S •• ' HASiC W � NU SPEED 8Q ���"' � � � ? EXPOSURE B NENi RODP -' �l C � v EARTHUUAKE , SFiEATHING TP '�� , y,� , Z7NF. MA-GH EXIfi7WG \ � NEW RCOF ��� '��.� . � � O�: �dDar iONS: _IDiST5 � . ' I '� THE ALLOWAB � E SOIL DEARiNG PRESSUR � ASSUMFD iN DESGGN iS 2�00 PSF . THE . � • • 1 1\ � . . . CONTpACTOR SNALL RETAIN A L � .^.ENSED SOILS ENGINEFR TO � NSPECT TNE FOUNDATiUN � - � EXCAVATION . SOILS ENGINEER SHALL VERIFY IN WFITING THE ACTUAL SOILS CAPAC ' T}• ; �; , • — EQUAL. TO OR GRF_ ATER THAN ASSUMFD - --- EXI�T �N6 �tOCF ' _.,�_. SHEATHiNG �' - y- �' r� � �_ � �00T iNG BEn �? iNG E � EVa7 iUNS SHOwN nRE ASSUw�EO �xqCr BEaR iNG E � Ev,qr iONS i - -- Exi5TwG RCC� � �� SHAL � BE VERIFIED iN THE FIELD WITN ACTUAL CONCITIONS 8Y CONTRACTOR WITH �� ' _ APPROVAL UF SOILS F'NG INEER AND ALL @G1'l-OF�A OF FGOT INGS SHALL 9E A �AIN IMUM OF ; � , _�„ '-` JOISTS ' _ a8 " BELOw FxrER � OR GRAD£ . . . .. . . _ . . �� M�NiMUM � e � '�• � � EX15T�NG^ � STUD �,YA1. � --��a-.-..r- . �..... . . : � .: � .... •, !_ L FOOTtNGS ARE TO 6E PLACEU CN F � RM , UND157URBED . NvTURAL SO � L OR PRGPERLY � ,. . �..n u n.... CUMPACTED BACKFILI. , APPROVCp BY THE SOiI_S ENG � NEER RACKFI � L SHALL BE � r �MppCTE� TO 95 % (MIN IMUM ) STANpARD PROCTpR DENS ITY UNLESS OTHERw1 � F_ � `,"` ' � � � '�'��` "� RFCOMNIENDED If SOFT SPOTS ARE ENCOUNtERED REMOVE SOIL ANC RGCQMPACT WITH - . • A � '� ___�� "�� IrhF � � ar � nf��RpVEO F I l L . (kE: SO � t REPORT FO+� DESCR IPT ION GF BEAR fNG 50 i L . ) i �-- � � �� � , ' o •`r- � - �vi) T ; �Y SOILS ENGitvEEft NHEN F_XCA 'JAI� ION IS COMPLET' ED SO THAT CONU � �TIONS 41AY HE ; • INSPECTED PRIOR TO PLAGEMENT Or ANY PIL.L OR CONCRETC . ! , 'I . _— r ..1 _ .- ' 2 ` ' �` : � . . ', ' • f ' c-2 ''� ; i � CONCRETE_ � ' , 'i � � . : • '�� � � � � ALI. CAST — iN — PLACE C�NCRETE SHALL 6E MAUE WITH 7YPE I GQp,TLAfVCI CEMENT , �' ' '� �� . � � � � I � � �' ,�' � • �( `, ,, sTOME AGGREGA7E AND 5HALt_ pEVELOP 3000 P51 COMFRESS iVE STRENGTH irv 28 DavS I - ----� —� - - - , ,,I,���� � ��� � ��"`,,, ' EXIyTiN6 5 I/0"' X 13" 6.L. OR f3)—IA " 9,L.. 3/4" = I'-0 ' �: F �_OOR SIABS — Oh — GRADE SHAI. L 9E PtJIiRE� IN CHECK �R Pc�TTLRN , AVO � DING RE — � ; � ENTRANT CORNERS , WITH COtdSTRUCTIptv JUiNTS LOCATrp �JNOER PARTiT � CMIS WHERE I I I � M � �� � i PRqrTiCAL ANU W � T�i NU U � �[NSiON ExCEEQING � 5 FFFT OR TOTaL ARF_A OF 225 � , ; FZOpF SHEATNING -- . j SOUnFE FE £T , AT LEnST bg HOURS SMALL ELAPSE BE� �ORE POURING AOJACEhT � I ; i �. � RL- � tYLAh r�� SLCTipNS OR CONTRACTOR MAY POUR SLABS - ON - GRnDE CONi� � NUOUS ANU S�� rvCUT � i � ' � '� ` JOiN'i5 . JOINTS �HAi_ � 6E SPACED � 5 FEET AND '_: AWCUT 1 " OEEF a 1 /8 " W � OE W � 7 ��' IN ^ 2 ' ' I � � � ^ ; HOURS afTER POUR ING . CARRY ALL SL.AB RE INF(XiCE1AENT TNR�JUGH JO WT � I I � . . ___ — . __— �� �Ij�f -� i RP � P�..AN � ��'1 - 54.ABS , �OOTINGS ANp WALLS S�ALL NOT HA.VE JO � NTS W P F+pRIZON7AL PLA1^JE . ANY STOP ` � ' I; ' i I IN CONCRETE WORK MUST 8E MADE A�i THIRD PO WT OF SFAN WITH VERTICAL BULKHEADS � '„ i ; I � �aND HORIZONTqL SHF4R KEYS UNLESS OTHERWISE SrtOHN A�L CONSTRIJCTION JOINTS , , -- �-OG` '�' n� SHALL d[ AS DETAiLED OR .45 RFViEWED BY TiiE FNGiNEER . � ' � E7C15fING �Xb —'`�, I i RECiUIRP_D A7 i '- 4 ' ' ! Z '� ALL CONCRETE WORK ANU RE INFORCEMENl� DtTA I L ING SHALL BE IN ACCORDANGE W I TH ---�� --��--' -- ' ' � . --- - - AC I BU ILD ING CCH� E 31 t1 LATFST EO i7 tON . UNLESS NOTEO OTHERW I SE AL :_ EXAOSEL" � , I � I , —S� N9'G._+ON A35 ONE SIV� EOCES O� C6NCRETE WORK SHALL HC.VE 3 �4 INCH CHAMFER . USE S�Ar�DARO HpOKS QN ' I � EA�C.N .JC�;ST � i �� � � Ex1571N6 5 i/8" x 19" C+l . O�? f3)-14 " S.L i � ---- TAPL-RED +Y. et � �� DOWELS UNLE55 OTHERwISE NOTED . � li . �- E i �! �URCEMENT . I � � i . ALL RE WFOR�� ING SHALL 8E N iGH - STREtdGT'N pEFORb1E0 BARS CON %ORM WG �70 ASTb1 � . I DES IGNAT IQN A 615 , GRADf 60 EXCEPT T IES , 5T IRRUPS AND PLATE 4NCIiORS WH ICH iHhLL f� � . I ZXb AT I ' -4 " 'rVOOD � B [ DEFORMED 9ARS , AS7M OE5IGNAT IUN A615 , GRADE 40 . i ' X EXISTI � 2X� ? --j'� I STUD YVAI �L. }.� fV AT : '-4" � WELDED riiRE FABRIC SHALL CONFQRM TO ASTM At85 AND SHALL BE LAPPED ONF_ FULL � � I � REMOYE ENV ' SFfEP.TFUNG — �T MESH PT 5 iDE AND END SNL � CES ANp W IRED TOGETHER . � L� AS REqVIRED � I � ' R� ' p��� Lh `. RE INF�JRCEMENT PROTE!:T ION: ' � I � ` ; . �/ 1 . CONCRETE POURED nGAINST EARTH 3 " I � � � W � � �� ( � 2 . CONCRE7E POURED w F'pRbtS ( EXPpSE� TO WEnTHER :JR EARTH ) < " x I � V 3 . SLApS AND WA� L. S (NO�� EXPOSE7 TO WEATHER � 3 �4 ° � W �� � Q ;.�� � NO SPlICES OP REINP'OkCEMEN? SHALL BE MADE EXCEP7 Ai D£TAiLF..D OR AUTi+ORIZED ' w � BY THE 5TI�UCTURAL FNG � NEER . LAP SPLiCES , N4iERE PERMITTED , SNALL BE A M ' NIMUM ' Q � � OF 36 BAR DiAMETERS UNLESS OTHERWiSE NOTED . MAKE ALL 84RS CONTINUWS � � AROUND CORNeRS . I ____ _-�i : ❑ � � �� , . PROV � DE /+ LL ACCESSOf2 iES NECESS� RV 70 SUPPORT RE WFpRC ! NG AT POS � T IOtvS � i � i, /'� � � -}^ t o� ; �n � � O SHpµN ON TkE PL4N5 . ALL REINFORCEbtENT TO 9E HELD `.iECURELY IN PRUPER , i J � I I � � ie POS11" fON IN ACCORGANCF YViTN THE LATEST EDITION Of AC � 318 . / /� _ . �— -- I , � i I - ..J ; rF: , , . 1 , ; 4Ai. STEEL: � 3�< ° - i ' -O" " 1 � . � aLL STRUCTURAL STC. EL SHA � L CON `ORM TO ASTM A36 EXCEPT PIPE COLUMNS WH � CH � �-- '- I � I sXi2 O �_ o1 SHAL� CbNFORM TO AST4� 453 LATEST EO I T I ONS � ANCHOR E30L1"5 Sh14LL BE 4307 STEEL � � � r � ( AT ! '-4 " _— . � 4 , AND IAiSCE � L.4NE0US EMBEpDED TEti1S SHA� L BE A36 STEEi_ � - � ----' -' � � EXI5TIN6 ROOF UNE �� i� � � . STRUCTUHAL STEE � 5HALL BE DETA ! LkD AND FABR � CATrD iN ACCOROANCE WiTH LATES'r : � ,v � PROV i S IONS OF A I SC "MAVUAL UF $ 7EEL C6NSTRUCT I OM . " N�� �� �- �� - --� � � - � ---- - � � � -' � X X i � �-- - M , _ , MININIUM WELDS TO BE AISC AND /OR AWS BUT NOT � ESS THAN .S / 1fi �� COH � INVWS F � Li.E� �' � � Q � ry � �! , UNLESS UTHERWiSE NOTED . / ryF- \1 �? 'V j � S!rtrs�ON L90 — dl � " (3J- �f V� ° M.L. CjJ_ '! � /2" ^!.L . � ALL WEL[? ERS SHALL HAVE E'J IDENCE OF PASS � NG ? HE AMER ICAN WELD iNG SOC � E1Y f,ANGER FVhG�M �^y � � � � ► /� � � .. STANpARp QU4L If� iCA'i iQNS TESTS k5 QETA � LED IN AN/5 D1 . 1 EXISTINC� PAGIA -4 � 10 NFW �1 � , V J ! , PROV � DE 7EMPORARY SHQRWG AND PRECAUTiC�NS NfCES5AR`/ TO W � T1-ISTAND aLl_ v i_CADS UNTi � AL � FIELD COr�NEGTiONS bRE CO�AF' LETEG . ^ I � --- , � Q �`�-- �X8 A7 ' � . �„ . I�i �, . � F . +NC�iC4." { _ _'_�'_ . _ _' _ J /� .� . ALL FRAM ING SHA � L BH RRY DOUC�nS F iR , LARCH , GRADEQ 8Y WESTERN VrDOC (:') -1xH 5'ix.UG'rUF'AL � � F+r PROpUCTS ASSOCIqTiON AND C0�IFORMING TO UNIFGRM BI� ILDING CflOE AS FDLLOWS � FAEX; ! A , , ' � ? " tH iCK - 4 " wipE S' TUU �6 � 675 �'S '. � 2 " TO d ' TNirK - 6 " & WIDER NO . 1 �"8 = 1000 PS '� , �, � NOTED ALLOWABIE STRESSES ARE NI ! NIMl,1M5 AND FQR NUNR[� Ei' i "f : VE USES °r' IOR TQ i . n ! . �_ OWRBLE SfRESS � NCREASL �� . � �'�' ' F'ROV ! DE 1 X 4 CRO55 BR IDG I �IG NOT OVER 8 ' ON CFV7 [ R �Ok AL �_ v�t]OU .%G ' �TS 4N( :' 2 ?� � � � ( ` SOL � D BLOCK � NG BETWEEN JO15TS AT ALL SUPFORTS . FASTEN ALI_ 11bOD MEM6ERS � 'N � TH COMMON NAILS aCCORDWG TO �HE UBC SCHEDUi. E UNLESS O"NERW � SF NL' E0 . ` =� � `, ' ' "��� u�'�` � ' `•"' -- � � � __ J � _ —_ _ r= ,_ wnOD DECK AND /(Xt WAFF.RBOARL� � PANEL TH IGKNESS SHALL 6E AS SHO`MV OP� THE DR.4W ING . 4PpL � CA ' IO�v 5H4Li_ E' f= '', . IN ACCORDANCE WITH RECO�MAENOATIONS OF THE AMERICAN PI_YVUI�OD ', � ASSOCI ,pTION . , � 1 cACH P4NE1_ SHnLL BE I DENT � F � ED W � TH TNE GRADE - �'RAQENARK OF THc AMERiC4N Fi_ YWGOD ASSOC � ATION qND SHALL MEET THE REQUIREMENTS O� U . S . � j PRODUCTS STANDARU PS � , LATEST EDITION FOR P �YWOOD - 4LL PANELS +M-IICN , HAVE ANY EDGE OR SURFACE PERYIANENILY EXPOSFD TU THE WEATHER SHnLL �, ' 8E OF� TNE ExTER iUR T 'IPf. . � �, :5 FQR ROpF USE 3 �4 " ( 48 �24 SPAN RATING � EXPOSURE I SH�AI'HING NAILEr Af 4 '� ; '� O . C . 4LONG PANEL EDGES ANC AT 12 " ALONG INTERMEDIATE SUPPORTS . i 4 EXTERIOR WALLS SHALL HAVE ONE LAyER OF � /2 " EXPOSURE I SNEATHING � � Nni ! ED AT 6 " G . C . A �ONG PnNEL EDGES D1tC 08-25-98 5 iNSTALL SUITABLE EDGE SUPPORT BY VSE OF P �YCL � PS , TONGUE AND ' - ---"-- -- GROavE P.4NFL5 OR SOL � D NU00 B -i)CK WG 9ETWEE�N SUPPORTS �, Drawn By C18 U . LAb11NA 'fE0 VENE�R Ll1t�R.iER MEI+E3ERS 5FiALL HAVE ThfE FOLLOWING STRESS . CAPArITiES: �'0 = 2800 PSI . E = 2 , 000 , 000 PSI . FC = 75U PS � , FV = 285 r> E . I BU � LT UP MEMBERS SHALL 8E CONNECTED � N ACrpRpqNCE �.v ! TH MANUFACTURERS � CF1i9CICdCI By PDM RLCOAAMENDA7 iDNS C(NJTRACTpR SHPLL 'aAVE THE O° 7� ION QF US IN'v 3 1 �2 " OR .`�. ! J4 �� � W IDE MEMEaERS . �� _ _ J� _ ,__ _ � _ __ .. — — _ — - - — - Pro No. 4163 ; , � r. r �� � _ . --- - — - -- _ . . . - - - _ - -- - Revi5lcK+s . RErEH TO AR�'.'t� I TECTURAL 4RAW • NGS AND E :( � S "I INC CCND I ' iOhiS F..�.R a !_ L D � �+ 'E !vS: � `�^: `�- . � 4ND ELEVA ? iONS . . . ENGINEER ' S F+r.,;: F �„ �"�. " F :^l� Ll B � S � _:�� -�.=` ` O�"� 4L _ `_. TR '_,l _ 'I.,P, '- _: �'8 - ' � - i ^�v `.: - - - - � - - - - - — � � � � 1 � ,� ! I � � �.•'. =,�,� � �� �i -- -- —� - -- - . . � � � � � x b � � �� �� � =s � ,. _ _ _ _ _ _ . _ � _ _ . . _ _ . . _ - � - _ . _ _. _ _ _ _ - � -- - M - . �3L'-$l" ,�' :.s. � '. . - . ._ � .. - � � � � . � ' � r - . . :h � ` . c. � ;�: � •. . I' :•v" -r , _ . t . .��d.�1P�6r�: <..: - : >�� i `. ' � � ' _ _ � . . � . . . ` . - . . - � . . ' . _ � . � _ _ "r:, _ , ' . , " . •� . t`. � �� �+ t , :�� I LO T 8 ' SEwER M.H. MN PN. 3.3A. 1 BASIS OF ELEVATIONS � RIM EL. = 8?�63.2' FND. BENT No. 4 REBAR- UTILI7Y PED. � N 0'03' 50" E 111 . 39 ' „ i a O i z � RocK wn�� 0 = 21 '43' 32" � o� � � R = 110. 00' SCALE : 1 " = 10 ' o ' � ' L = 41 . 71�' D A T E OF SURVEY : 9 /24 /93 LOT 9 � � T = 21 . 11 � N , m 8 � 8 � � � ' PAVED DRIVEWAY � �� N P � � fl� l � I O � � I I u � ! in �� \ , ROCK WALL � \ / ,-- CANf. �I � � � N \ — �� � CONC, PAD 13.3=� - -� !� Bt79.0' � 1 ' �1 5.0� — — w I Q w `�� � 20.,• I `, i (1� \ � — RIDGE SONOTUBES � HEIGHT '� Z•� O I �IYP.) 4 r � \ � % � PHONE PED. CANT. �_ N 8182. 1 ' � — � � 1 °' � e u+ 1 � ' � � -- - a' , % WINDOW L__ � -- TWO STORY WOOp HOUSE WELLS e = rL2•�5rrL�r ,Na+ (UNOER CONSTRUCTION) � R = 143. 00� '- I� STR£ET ADDRESS: 898 RED SANDSTONE CIRCIE � �` L = 55. 13' �' � T = 27. 91 ' i 1 .t' ;.2 aiao.a� n LOT 7 � _ �2�°' - � � - U � o. zss nc. w ' s.z' l - � n � s.o• N r LOT 10 � CONC. PAD ° �, W 19.6' W � I I i ` ' a.a ' ^ � SEWER M.H. 29.0' � � �i M.H. PN.3.2C. 7 INV. EL. = B135.8' � RIM El. = 8145.6' 10� UTIl1TY EASEMENT w S g•pp' 00 E ° \ t ``, 5' I � O 133 . $ LOT 6 N00'03'S0°E IMPROVEMENT LOCA�ION CERTIFICATE � — � � I hereby certify that this Improvement Location Certificate was prepared � P�UTICE: for Gallina Compony, that it is not a lond survey plat or improvement According tc Coiorado iow you must commence any legal action based � survey plat, and that it is not to be reiied upon for establishment of fence, upon any defect in this survey within three years after you first ,�p� �� building or other future improvement lines. discover such defect. In no event, may any oction bosed upon any defect in this survey be commenced more than ten years from the I further certify that .he improvements on the above described parcel on date of the certification shown hereon . UNPLATTED \ � this date, 9/24/93, except utility connections, are entirely within the �� boundaries of the porcel, excepi as shown, that there are no encroochments upon the described premises by improvements on o� y adjoining premises, y except as indicated, and that there is no apparent evidence or sign of qny `T,o, �.\ easement crossing or burdening any port of said parcei, except os �oted. IMPROVEMENT LOCATION CERTIFICATE �� �o� '� � LOT 7 � �. , y. �3 � ° VAIL VILLAGE , NINTH FILING oate= -- — —1���`�"—� TOWN OF VAIL a1199 HIGHWAY 6 k 24, EAG:E- VAIL Stan Hogfefdt � � ' P.°. B°X , 23° Colorado �.�5. z65� EAGLE COUNTY, COLORADO EDWARDS, C0. 8t632 ' ( 303)949- 1406 LEONAR00 9i24jg3 �QB N0. � 2�6 � �� � . L � x { . , . I '� _ "" ._ /j ._ . �l . , �"i �J 1 .� " X ... ± . ' 4 . �. - . I . . E - . _ - . . � � h . � � I . . y, _ ` . . ' � . � � � - � � „s,. �.i+# � . 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CtYP ? a , : p� _ - 2x :, '"� � �. ✓',�'-,� - .Y�. � . - -- 57uo 41�L� (p�oko ) N� � rl� c ;� . ��� G � �'� � R, C�6N . �of�. mn5 �� `�� � 2x tRF.r-T' � � ��� � fZ. 4�� %? mn � _ � �d /� ' � ' c�'a``�-"> �. , � � �¢ "°. -. GENERAL NOTES 3 � � °a � � �1.� � i.pi� � 41� I� lh � �2E ; pLl.� ��.F,:.i . � - - - - �GONG, hl.f,vJ � h!� ' �c . � p R�� �°6�+,+ - - - // � k 9eS � y4'9(I,��hNFa eti, w/(4� - ��� -� _ � l.ouc. 51�� ( RE z � s� F� i " > �t s h=; .F � � I ' I ' I � L1YE � �n�;�. <� -ulyD �IIiN . � v � . - _ - _ - _ , I � - *, y \ � _ � �� I,i' �L " � 5 �f GO�' _ _ _ I . • - • .. l � ' _ ' _ r' . . J7T, ���. �t�"�" � A. ROUF � < O yJ� > . . � �' � . f- �i� �I.�N �I �� _ '� . BO PSF � a' I . ., O � -,� �, . - � # 4 % ,1 Y /� I�� p.�. - - -- _ �C PILOGK p 8. TYPICALFIOOR O 7' ti . . . . ,' I � � � . _- K i u;.> (�(1'I " ) 40 PSF � g � _� ' - ��t�i- � � � � � � . �iii � � k= T '��- -1 - � � � -_ G. WIND O . - pK� q1 � ' 2x���7 �I.K �s ,y 1 - � � BASICWiNOSPEED � � ---.�'!^� � � � I.� ' �2 � ' "' � i I� f� ' I�/�lE JF � �I � � Ir ' � PSCi 24 � O L . ��O 12 . � " � , 2: E%POSUHE 8�0MPH . �_ � - � � ���`�E OF ' ��`"� �, � ,� • � D- EARTHOUAKE ZONE t � F � # 5 (� IU a• c. V�yy{. �,�n � � �. \ T�r �V . 2� ri � '�G,GG��G�f� � �I� r I _ __ . � KV �j'uV i+Ipi� � � ri - /J-�G}IO/C�r.ii �-��e}+� L/ �� � E. LIVELOADSAREREDUCEDPERCODEIfAPPL�CABLE. � -1 / � - � �W �i., �'e? L ` IL���7� � �777� IZ� �, P��I-1 � iU ' � O. „ 2. FOUNDATIDNS� _ _ � I � tiGr Iv � � . �e� �r �r� _� � _ ��� A. THE ALLOWABLE SO1L BEaRING PRESSUqE ASSUMED IN DF.SIGN IS 2000 PSF. I I � - THE CONTHAC70R SHALL RE�AIN A LICENSED SO1LS ENGWEER TO INSPECT . � il � h ���jy t�. W �I.C77o l: - - #t" �5 x � � 24 " o. a, N.1 I� Ir~� ' - L � I/Z 7- r fv- �MTGhf O� ,Gy �' .r. �i•-. {� - , - � TF�E FOUNDATION EXCAVATION. SOILS ENGMEEH SIiAIL VERIFY IN WRIiING 2'�I � i�l + i �' �P :'� l.� U� - :. � I I - � �E� f71 R - 117R � THE ACTUAL 50lLS CAPACITI' iS EQUAL 70 'JR GREAiER THAN ASSUMED. . � - - I '� � ' I I 8� AlL FOOTING BEAqING ELEVATIONS SHOWN ARE ASSURIED. EXACT BEARMIG � r 1 yO� � � � �E � � � � ii� � � . 2x fi {�'(�.(d.-( �T�'�I ) CON RACTOA WITH APAROVAL OF SOfLS ENGINEEA ND ALLC OTTOM OF BY �� �Iv� I �� � �� � v� �> , 1 II i FOOTINGS SHALL BE A MINIMUM OF 48'BELOW EXTERIOR GRADE_ � � � ' � - - - 2 ^ I� 5 x Gl�I-iT . �Ti R 1 �� ALL POO7INGS AflE TO 6E PLACED ON FIRM. UNDISTURBED. NAiURAL SOIL 2A � � " ~ T /� � ' II � - ' OR PROPERLY COMPACTED BACKFILL, APpROVfD BY THE SOILS ENGWEER. _ - _ � = i � l = � L � ; � � /� BAGKFlLL SHALL HE GOMPACTED TO 95% �:.ANlMllMj STANDARD PROCTOq DENSITY UNLGSS OTHEF2WISE RECOMMENOED. IF SOFT SPOTS ARF ENGQUNTERED D E T A I L I � J��p, �v� G� ��X � � p ��, N flEMOVE SOIL AN� RECOMPACT WITH APPROVED Fl�L. S E C T I 0 N 9 r� � D DO NOT PLACE BACKFILL AGqWST WqLLS UNTIL ALl FLOORS ARE1N PLACE. S E C T I 0 N 5 S E C T I 0 N I E CENTER ALL FOOTINGS UNDER WALLS, OR COLUMNS UNLESS OTHERWISE NO7EU ON PLANS. � � �E1 � l F. CONTRACTOR TG ?ROVIDE, A7 HIS EXPENSE, PIELD DENSITV TESTS ON , G/� y/ p 1 � i E- - - - 7 -� Ci f71�,JV {+Ipy� COMPACTEDFILLUiVUERFOOTING5AN01NTERIORSLABS-QN�GRADE. g � � M I �'i ��� L y��J GO�. ���� dG, i,� . � A1INIMUM OF 2 REPHESENTATWE TESTS SHALL 8E TAKEN FOR EACH FOpTING � � I � � ' T'"' AND SIAB-ON-GRADE. / , ^ ' - - GO� . hl/� � � . ��� � �r�` � P II-u1 ��E� �/J�1 ) � N II , - -- - - (�, �V,�.� � G. NOTIFV SOILS ENGINEEN WHfN EXCAVATION IS COMPLETED SO THAT GONUI- � TIONS MAY BE INSPEC i ED PRIOR TO PLACEMENT OF ANY F1LL OR CONCRETE. Z�! l7�11 � k11�.� - �� ��0�l� �1�77 � �T � - - -� 'I-i LJ'1LI f7 � Kli �J � �� 3. ON R 7F � � _ -' - y � .Q �. -ro �P� � � ! �I,. ,1�J(. s�..�". fl!'IF/`TYI II-�(f "�O �I IhT � � � J � - � � � �� ���rhL � r �� H¢ �'� V�� � I� % � �`F'�' � � � �� � � , ��� ��� � A, ALL CAST�IN-PI.ACE CONCRE7E SHqLL OE PAADE WI7H NPE i PORT�q��p I i � � ���'�I� �T � �I - - � I CEMENT, STONE AGGR[GATE AN� SHALL DEVELOP 3000 PSI CO�APRE �_S�V[ . � � 1 ��i� �.�L�-1 , STHENGTH IN 28 DAVS. i� °� � _ I � ��.. ��k� . �!_i . . 'I � � " � � �fG ��e,�✓ LT �p� '�, i < � p f.�/�' � x 12 � ��.r� J 8. SLABS. TOPPING, POOT�NGS AND WALLS SHALL NOT HAVE JOINTS IN _ � I � I �} �( LI X I 'Z K.� A `��' Yr ���i � ' � A HqRIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MA�F A? TFnRD \ - 1 g I m� � '� �. N/ Z '� �4��m '�}{ K� ���5 NI � �� �I� i, � � � / 32'I O•G• POINT OFSPAN WITH VERTICAL BULKHEAOS AND HORIZONTAL SHEA(? dFYS \ \ � �-i'�(, r'� . �� . . ,� , ,` �,� , �.? . T =� __ _ _ 1 UNLESS OTHERWISE SFIOWN. ALL CQNSTRUCTION JOINTS SHAL L B� AS �' � � ;��� -J '�i - _ , r � � GOi�L . pi ��Z ep - = s -- --- - _ _- __ . _ __ DE7AILEDQRASFEYIEWEDBY7HEENGMEER. h� i ' hrl� ,� IMrua ;� :o; . � �_ I4� � � , �� Gys � - - 2 - # 5 Go ("��SOI-� JC �jt} � � Jk �j '� I �j n -�!FIJ �' C. ALL CONCRETE WORK AN� REINFORCEMENT DETAII ING SHALL E 14 Fi�! ' ��� 2 X �'IN O ��.�,: - /� P rI �Il l � ACCORDANCE WITH AG BUILDING CODE 378 p3. UNLCSS NOTEO G NF n� J,S;-' \ � ��/ T�� v` ZQ� � G . K�' � O�A�� __ ,_ i� `,� ALLEXPOSf-OEG,FSOPCONCqETEWORK IU �_I_ HAVE3. A !!d^H ('HnP .:�-Fi �, �' p`� � � � � �, �', I��� I��.� ��.I h'� . USE STANDARD I�OpKS ON DOWELS UNLESS I!-!EqN!ISE NOI E ) 4xa ( M , U ) � o�:.,- � :r� ; � _ s , ����Jr��+ - _ 4 � � � J� z � �u�+ _ � - � � HiN, Wd � � � \ , ?�-. :� '� III� �I� �-�i " r - , _ hQ a. , aEaNFOR M -NT � � �_ ! rC� � �j I �i� F' A ALL REMFCRCING SHAI L 8G H'GI f-STqENGTH pE�rr^�Mi� l� [lA'S CONGORL111JG TO ^hr • � r � �� /�l-� � LoC� � � � �u � - - ns1M canoe ao I3RACE Wf?AP � � -�`- - - - .. --- - _ � . . . i � �, �, � - --4-- - - -- - - - �� i� '� 1= � B. WELDEDWIREFABRlCSHAl1CONFORMTOASTMAt65ANDSNALI. t3CLAP��D - ONE FULL MESH AT SI�E AND END SPUCES AND WIRL-� ? c OGETHE t_ OI �O � � � I � C. REMFORCEMENT PROTECTION_ 1 __ _ �,�µ y� e p � 1 . CONCRETE POURED AGAINST EARTH F � � I 2. CONCH6TE POURED W FOHMS ;E`-^�5�7 TO W r-� � � .� . i' ' "' i �I r� µ� �- -- _ _ _ - - _ Q^ {S �l GO�-1 • ' - - �. . � EA i . �y THEROAEA. ii . , , z° I I' �� Ijl --�IIY-�U -_ )i i f- - - -- - - , �_ � - � �L ^- 7r Gj �c (�µr 3. SLA9S AND WALLS (NOT EXPOSED TO WEATHER) 3,a.• F i � � � -� I ^ I � D. NO SPLICES OF REWFORCEMENT SHALL BE MADF EXCEPT AS DETAILE� OR { ��i� PI./�I-�� AUTHOR12ED BV THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PEf7M1TTED, DETAI L 14 S E CT i0N 10 � � �� � SNALLBEAMINIMUMOF366ARDIAMETERSUNLESSOTHERWISfN:i;FD MAHE � ALL BAqS CONTINUOUS AROUND CORNERS. � E C T I 0 N 6 S E C T I 0 N � E P�CE TWO #5 (PER 8' THICKNESS) WITH 2'-0 PROJECTION ARO�lr,p q� i /r OPENINGS IN CONCRETE WALLS AN� StJ�BS. ALSO PROV�DC: TWO �� XS X 4'-0 OIAGONALLV AT EACH COFNER. � . .�.�:' � �! K j . �� 2.:lt �:% N / � FOIC „(�j �j1 �Op� F. PqOVIDE ALL ACCESSORIES NFCESSARV 70 SUPPOf7T REM! i.i7CiN� h.' PpSI � � TIONS SNOWN ON THE PLANS. ALL REWFO/iCGMEN ' I � g �- HELD �r.,, L'RELy � V � , � i� � �� y/ y IN PROPEA POSITIQN IN ACCORDANCE WITH ACt 318� ' �y � � -_ _ _ _ - N �h' �. �, �F✓-;•: '�X! . _ _ ___ _ - - 2X (!' �UV L�p{,b I � f- �iIN( , /Aµ!/. 5 �,/.� 5_ STR 1 .T IR � $ILEL. �i ! E ; _ � �'E }'bbJ�+ ' h'va�: jv G�EO: �{ N /rf � .Jh1 �i LON :. . � � , O 1 � ��-+ � �'� �' J �. . ��(i; �y.! � hpC � ��f'+ " I ' �' A_ nl f sTlluCttlRnl crEC-1 SHnt L CoNFORM TO Agr�d SPrCi1;CnTi.^.IdS q36 t 'h� 5/J :i -. � i - - - - - - ' ;onP� rJC+ IJO'r SFIGw .- AN::HORF30U � SHAI. L BEAjp7S1E[L � � � 1 � � : , �v��7f(j /r . is !�. � _ E,- . � - --- - - �� L� r� s � � � �� Q A. ALL FRAMING Anll� ?�9USS W?A9FR S! �AL'_ !3f- :;Rv rni� .�l AS FiR � � N� � ' �� I O � REGION VISUALI V CRADFD A5 FOI.LOWS �OAST _ / Cb ; p✓ . _ �--. � � i . _ . , � � � kT- �� �, � _ I _ _ � N , �--�- h�. �� . l�� I��, ) Z � �� ' ��' YTHICK - 4' WIDE k �i" - -t - - � � � I STUD fb = 800 Psi O � y I � 2' THICK - 6' 8 WiDER NO. 2 t� - 1250 psi � _ _ _ _ J IA � '� I / '� . 3' THiCK � 6' 8 WIDER p�� � . C1 ' � ♦ � T� �*/ ` ��„ ,yJ'r � E NO 1 Ib - 7300 i V� I � i ` I � ��'� � I I NOTED ALLOWApLE STRESSES ARE I�AINiMUMS AND FOR NONREP� T� fi\T ♦ i . y _ I � USES PRIOR 70 Al. l OWABLE S(RESS INCREASES. � - T `' � � f`I �'� T[ �} L � �/�- ,, � ) I I�\ `��.. �j ��"I /Yh.l I' \h � r'�I P�7G t-� GGI. • G1� p �7 B. PROVIDE 1 X 4 CHOSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD � _ I � � f r ✓'^'��(�+ T'f�. � �i�� �'' .f�t �/�IJE7F.�ZLJ �. r � �P• � JQISiS AND 2X SOtiD BLOCKMG BETWFEN JOISTS AT ALL SUf'POfi75 F A S i E N ALL WOOD MEMBERS WI fH COMMON NAfLS ACCORDING TO THE � � �� �� I�. �%11t E W � 4� � ���N� � - - - �7�. � ' � ��. � � .., � G��. ��'"��N (J �' 3L�4 Y��� - �� �d�} C. LAMINATED ULE UNLESS OTHERWISE NOTED_ � i � �_ ��.'i � p�`u � � l BEAMS I � , G)�„ � . � �� ' V� j ��, �� y' 1 . AlL LAMINA7ED MEMBERS SHALI BE FABqICATEO WIiH DRY LUMBER C� �� � GOI. . ! �r�� v ) �� � �,� 4 (�` H�[ M OCKHWESTEFiNLARCHORE OUT E NOPINEDAILGSIZFS ,SHOWNAHEPET ��� p�1 � � Z N/ g � � x g �� 2 LAMINATED MLM9ERS SHALL BE DETAILED AfJfJ FABRICATED IN ACCOR- YP � DANCE WITH THE STANflARD SPECIFICATIONS FOR THE DESIGN AND ! � � -I �XI� ���' 7 �2 � `�/B � � > 4 �� fABRiCAT10N OF STRUCTURAL GLUE LAMINpiED TIMHER, LATESi EpiTiON ��1 � �I � r ��f� �� y� / � � � ' "�' 1; '� . i 3. ALLOWABLEUNITSiRESSESREOUIREDFORLAMINATEDMEMBERS ;i.;Y ( . � �7 y p�0;' p- �- �k> � ���T�j AS PUBLISHED BV AI7C. f IIII- � - � �,, , � CONOlTIONSOF USE) Af�E AS FOLLOWS� - � O I!!� a. BENDING 2400 PS! I � _ � - b. TENSION PARALLEL �i/� GRAIN 12�0 PSI � - �- � � . i! I . _ � � Y� c. COMPRESSION PAqALLR TO GRAIN 7350 PSI O - - � I �� d HO(71ZONTAL SHF4R i �� - � ' � e. COMPRESSION PERPENDICULAR � 65 PS. I� - � TO GRAIN � �I ` � - I 385 Fil �- 4 LAM{pqTED MEMOERS SHALL BE BUILT-UP USING 2' NOAIINAL MA7 FRi.:.L � DE TA I L I 5 � K - �� p�� � SE C T I 0 N J I S E C T I 0 N 7 "' '� - - - t �� P���D DECK AND/OR WAFERBOARD 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DFAWING. APPLICATIOP; �� S E C T I 0 N 3 SHALL BE tN ACCORDANCE WITH RECOMtdENDATIONS OF THE AMERICAN Q PIVWOOD ASSOC1A710N. ,, � �'J , I aH � , �J , � �i" 7�I - 2. EACFI PANEL SHALL BE IDENTIFlED WITH THF GRARE-TRADEPAARK OF � �' � � � -- �j THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEFT THE REQUTAEAIENTS E' � r ��� r " QF US. PRODUCTS STANDARD PSI LATES7 EDITION FOR PLVV,'OOD. ALL � �Q' _ _- �iXI�7T - Z K �7?J 'V NF't� OF AFGH • K�i PLAh..� PANELS WHICH FIAVE ANY EDGE OR SURFACE PERMANFNTLV [XPOSED r0 � � �- � " - - � - Zf �/ �U (1 Nh : � ( ��. THE WEATHER SHALL BE OF THE EX7ERIOR TYPF. � � � � � �0�, w � e / p \ �f � � 2 K (1 LJ�n �.-16. � � 3. FOR FLOORING USE 3�4" T8G STURD�bFLOOR SHFATHING NAILED A7 p• p � � , , -r�- ; � ' I �'" l �� I �� J -- --- - -- R � ' /��; � irh ALONG PANEi EDGES AND AT 10" ALONG INTFRMEDIATE SUPPORTS. _ . 2 ���7� y� �� 1y 4 POR ROOF USE 5�8' �32�16 SPAN RATING) EXPOSURE I SHEAiHMJG NAILED AT 4" . � � �__ __ . . _ _- '� 1 � • �7Y�! O.C. ALONG PANFL EDGES ANO A7 12' ALONG INTERMEDIATE SUPPQRTS. � R \ 1 � �� � ', _ y� - - � 5. [XTERIOF WALLS 51 IA11 HAVE ONE LAVER OF 7i2' EXPOSURE I SHEATH!NG r �" � �I2� � P��1-� �� � ----" - - - - - - - NAILED A I6' O.G. ALONG PANEL EDGES. � � �� � � � � 2x �.���. �-r�P. � � �-rw � ,� ��. - - � - - - - ' Q - � Z � �I.LiikI..IU �"��'�7 ) ' l� �N�j I E. PREFABFICATED WOOD MEMBERS SHALL BE THE TVPL N07ED ON THE DRAWINGS �i' �-1 - '. C �„ �Z, (�� � dl i � � AND StiAiL BE "W51' JOIST AS MANUFACTURED BV WILLAMETTER INDUSTRIES, INC. � j� ` � �-� '%�- F� � � _ � � � � � � '� _ � � ., , �' � ��' ALTERNATES SHALL BE REYIEWCD BV THE ENGWEfq. WEB BLOCKING AND �� �j.�7 . .. ; � � � � , Jr � j4 ' I��r � � � � �� 1 -' - - _ �{ /����,1 6 . I Z I Q , �OLj�j � j BRIDGING TO BE AS REOUIRED BY THE JOIST 61ANUFACTURER. � \ � �� � � � ( P ) 'j �c �p ��� �,,1/ 3�q,N� � � I �� � � ' � C1 )TK�` 1 � � ��' � , (7 TS O• G . - _ - - - - - -- � - * G,� � f NO7EDONS RU1CGU ALDRAWlNGSURER'SRFCOMMENDATIONSUNLESSO'HFRWISE L�-1eEO ) �� , h4 --- - - �- - �,HT � � � � �� , s�+�cN µi 4 ' u�� ` YP , � '� I � -�-- � G I(� � � O- G . I1J (��SJE{� (��I. � . i , � � � �jp G. STRUCTURAL-LAM MFMBERS SHALL ! 'v1vE THE FOLLO . i - - . �� � I L . : _ \ _ � h I ' f W�'� �� ^ F F b = 2 6 0 0 P S I, E a 2.000,000 PSI, FC1 . 75p PSL F� = 2g5 PSI G S T R E S S C A P A C I T I F S. � "� _� � - _ � , �E � - F°� ��, !T,-P; o � ��iN . � J � =�6: h � �a� bba�� �f.INF. ' '�-� -�s -+?�"�� - f�� ' i�Kc�� _ �oF' r�i�=� �. s�ee� � tt' � - - �, � =rI �� P � � i - i � plt= �_ ° � _ � i � � j � , . , � I---� _ � � WG , i .n„ i • GR�� p v r � '.!� i ' � °I � 1- '� � - a- ENGINEER'S ACCEPTANCE MUST BE SECURED FOF AU. STqUCTURA� SUBSTITUTIONS. � II � , i . { � � � .-Iwll-) _ _ ✓rL � y� � Z� I � ��� B. ALLDIMENSIONSONSTRUCTURALDRAWINGSS _ - - LI i � �I.� � - HQlI AFCHECKfDAGAWSTFIEL� � __ C _ . � � - I I I ARCHITECTURAL�DRAWINGS. �� N / � i . I _ _ _ . � �II_ �- - _ � IIII . . . _... . __ .. .. , �fil.ti c N / ' � \ - � - -- - . - I� Z " /b ' � Q �%.i� � -�-- - C� , '�. 6H � lF.�. � � �. >,- ` � � � � � , _ �, , __ , . _...� � � o i _ _ ' =0 � ' i - 2 � � K�� ti�Y Ct�P� � ' i -, ' , . . � - - - • 4� t� � .{p - = w � tl , / /' ��" �� II ' � � � � � � � +a q '�� V � y �- _ _ !pj /J � , l [ : P .<4� . �I11 - 1 � 1- i � ,, 'ali �l I � I, _ _- - _ ' _ _ � 2^ � 5 GOtiY'� (1�P ) _ .. �., a _ _ � ry . `� �� � " � � � � � ` PRp,IECT NO. ii. � � � �,� ! 'r i D E TA I L I 6 S E C T I ON I 2 �� � -'`Y ' �� � ' ' " � DA7E j� ��y � S E C T I O N 8 �-- - : � :�_ � � �:- �:!�.� � >-_- � :;:= RE�,S o����3 SECTION 4 - .._._ � -. _� �awrv sv C N . -- -- , - - � _:.. --�R � � ll O � _ �-- --J�/ � _ � _ _ �� - - - _ � ' _- - -�, , _; -_ � ` . - � _r � r � " � s _ �_� - - " - . ,. , _ _ . _ � � ,g� - ' + � ° _ _ � 1 . ,: 1 i' �F . , . - � . ����" � � �:y _ `i ;,�� I � r J.�;� J � ' v. • . il .� � � �� / , � . . _ . L - � �� � ^, � i \ rL � � .� �r i � y � ' l4 i �� ` . �� '� { , �` ' ' ' A�). �' � l � � . .� .. , � l._ - - . _ 1 LJ /� � I � I / � i � �� �• � ��� • � � � r � 7 � � ` !. j L ' . ' L� �� J � "�� ' � , I . ! .� ✓ �,J : . � � � V � � � � �� � � � o � � � V� � � � � � j� � ;� , ,"�r'�� I � �� 1 �� ¢ � � � + �����1�►� `-' � � � ii)r : _� r � a� � . a n- ' � � .. . r i_ . - - - - -- - - ' �` (\/ M � L1 r � 1 � 1 � k s 11 ' � � m • � � _ _ _ a � 19 - Q _ _ _ _ _ - � �- � � C�L r� _ % ,� _: � � i � � � - z ;' , .� `t , � � ��.;,� O . - , ;� � ,� � � _ � ,� � :: : ., Q = . ,.- _ � �, � � - hr � . , : > :� ' �a� "\ '` ' �� � ' e ��' r � . . � � yt �� � � „ � � _ � ' ��.� V ' � � �� d ��- � '�'' ' •w � i • � -:. 1 `�� � � , ` , � �" ���� ' . .f� fs- ��, ` �� - _�t_ . , _ � . �° ,e• � _ � ^�:+�� `. r � i � � .-� � . � � �� ) � - _ ... . ;` lz`, � ' �_�i.. s _ _ __ �.�.».,�.....��.." Q ` � . - .•_� � � ... �. � . _. �. . .. � . . .. , . -•..'>. I ^ ` ' , . 3 J � .. .. .: 4 tl I ✓� �a r�... �a� � � J r , . _� • . /� � _` . L ` � ' A. �� __ _— > � , . � . . . __ _a � ti _� `i -l_ t, 't ijC �� I '? ~ � � � AI �E.^ t ,{ , - i .. . _ ..` ._ �. _ ` �1 ' �.s� k �i, � �♦ `, ' ' L i � . / _ / ) Bv. - -'�_ �'-_,_ _�: • .:.. .'- - _ _ . . ._ 'C. r :.: �..:'. ~ W - - � I-- y! , ; , . I r ,�_ ! ,n _ ,, � PROJECT NO �'"�I 'i .2 LANDSCAPE PLAN � - ` °ATE �- ,Z _ � 3 I REVISION NO. L� � � . � � S _ 1H �i '� DRAWN BY C�,A . k � �.r . . - � -- - .e _ ._ _ _ _. .. NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this suney be commenced more than ten years from the date of the certification shown hereon. CIRCLE ( 50 ' ) SPN�S.� pNE RED 0 = 22 '05' 20" R = 143. 00' L = 55 . 13' SEWER M .H. 64 8, T = 27 91 � eucE ;�F c. uRc MH PN.3. 3A. 1 � Q = 2� •43� 32y < _ '- BASIS OF ELEVATIONS ' -_ INV. EL. = 8154.1 ' R = � � �. �0, - � � FNCi. No. 4 F?F:BAR w -' WPSHFR RIM EL. = 8163.2� L = 41 . 7 � � - - - - -- - - — � - �3. 2' T = 21 . 11 ' - - - - } —_ 8165 ROCK ' - � -- sa �7" ' ` � 2.8. - - - - 63 FND oN 4 REBAR W/ WASHER ' , - � " - � 62 _ � PAVED PARKING � ��- _. _ ___ 61 -�__ � r"__ _ � "__ ' _ � I �__ --� �- I CONC. STEPS � p I ROCK WALL �'� � O ROCK WALL + 63.2' , � 3.0' E.O.A.�����- � I � � � 8 - —� / /' �6'O CONC. WALK -� � � G. 3' DIA. ' � � / 34.2� I EVERGREEN TREES :y '� �59 TWO STORY WOOD HOUSE � �%� N � STREFT ADDRESS: 898 RED SANDSTONE CIRCLE / � i " RIDGE I� STEPS ; � O �-' - 58 _ _ - -0 g172.8' HEIGHTS __ _ j � Q i � 0. 4' DIA. - � � N 8 82.3�I � - - - _ �i I I � �� 8.2� I 1st. FLOOR 6.5� � � � i � . �� � � �E�. = 8161 .6' ca DECK EL = 8161 .3' LOT 6 SCALE : 1 �� _ � � � �/ ' DECK '• . . �. , .. ._� O.b' _ __ ��� � "� � �� � ' DATE OF SURVEY : 5 \8 \93 8 i z.5' -- � _ , �, 1 �, ,; SS � ' o �f / . _'- .5' .�— BASEMENT `- Z -_ � EL. = 8153. 1 'I u ii. E -- 4 3A� �` LOT 8 0 — - - -- ---54 - — �_._�/�' ' I �; � . Q6.1� DENOTE� �ON!FEROUS TREE AND �NU!CnTEC JI4METER W � 4.0' � - w � � DECK r � _ _ - __ - / 0� � . Y � rJ3—____ —_, " l.! _- � m DECK EL = 8161 .4' 33.8� � �� �__ �--� � ' - 52 -- � (P 51 � \ �. � � �� // . q a • � 8150 � � W LOT 7_� 49 (p 0. 295 AC. - - - - - . \ 0.4' � SURVE`'OR'S CERTiFI; ATE , %� - '�_ 48 � p.q� ' � � I , Stan Nogfeldt, a �rofessionol �and Surveyor registered ur•der the iaws ^` the State of Colorado, do hereby certify thct this topographic surve� was ROCK PILE mode by me and under my supervision, and that the survey is occurate � � c , � - - " � correct to the best of my knowledge. 0.5' � _ � / 0.3' �� � 0.3' - '` 'F- � � � i�.,� ' \� �7-� Date: 6- /8 -93 _ _��r.�� lC�--- U�ll_f1Y PED. %� - " U.3' G.3' 0.3' ` 5g/ Stan Hogfeld� � `� � �'�.� \�O � Colc •.^dn F. L . S. 2659g —l- �� ,- — - - — _ / - `o FNC. BENT No. 4 REBAR " _��` -47 -_ 70' UTILITY EASEMENT _ . � � \. , \ 86 '04�52 " W '� '` \ _____.._____ � �_a_ _,_..� .r_ � r! n PIN & RED PLASTIC CAP L5. 2183 /O � / i`,. . ., , _,. � , ` " I � . , . � � / � FND. NAIL W, � . _ . . . .. i �., _ ; � r, :� .,-, ✓ ,� . ,,,, � � / � PHONE PED. 1 � 4• 3`3 I % `" _ . . . ^ � � � � � .,. . - r. . � SE�R M.". UNPLATTED ' � " � � ' � '`�� � �` ' �� ` � � � � M.H. PN. 3. 2C.1 �� � � INV. EL. = 6135.8' RIM EL = 8145.6' " ` � , I ;��� � , . �7 , � _ � � � : i' � - - � � . _ _ . � .__.___ . ._ ,, . ; I � � LOT 10 � ` y _ ,. �� ,. - -- --- -_ _ . . _ ; TOPOGRAPHIC SURVEY I LOT 7 VAIL VILLAGE , NINTH FILING _ _ - - _ ��� � � TO WN 0 A L 41 ` j5 f-0 "vH '�VAY F L _ =, = �.�� . _� oC.� �. �.�. �3ox , 2 � EAGLE COUNTY, COLORADO �:� n��r,s. co. � � _ _ ., �:03`949 - � 4(?F M . POST 5 % 17 ' 93 i `U � I ,� > _ . - - - � , � � - vy� r r., ��. , - , .. 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I � � I i / ' I I'_ I -� - -- � I I ; _ - _ � I � � _ ---- -- - - ---- - I L _ - ..—_ - - ' J - � � • . � . . - r--• , . _ � • ' � � ' ' . . . _ i � - - ' .�� � - -` � -- , . . . � . - . - . � i � � - � • - - � - --- --- r � � � i I � I � - - - 1 -r-�- - - - - - � L - - - - - �:._ . - < , � .J _ . . _ _ - , -' . .. i`. . .�.� . � /�Lf��..,._ . � I r EAST ELEVATION z n � �} '- r -o " d � � � � � v m � I � � U � � - � U � z � "' f1 �I � m . to��y �� J _ V , Y c, i � � ,� �; � �� � � � l� � � � - � ,,,,���, � � , � � � �� � � �� � � ; � � .; � � ��;,,_,�� � � z � � � ; � � , � � � � , , ; � � � �� � � � � �� � o �� � � � � i ' ` ���`�=A � � i � � � � , � . • � !r- . � � � , I � � � � � � � � � � i I i � � �� � � ���. , - ' � � i ' � � � i � � I �� � � � I �� � , � �--� � � � � I � I I I � I ; i I i � , i I I � � Q �! I , �,�\. . � � I I I �I � � � � - � , , r I , I I I � I Q � _ � I i I � I I I i � 5 r - -1- _ , - : _� ___L��_ 1 - - - I Q �8 , -- - . : - - - - - - - -, - ` - - - W ,_� � . . . . . - I ! ; � 0 � � � ---_ . � �> , , � � � . � � � � � W , j _ .� :. :.,� �j �-- _ - - _ _ __ �,_ � � u � � ' °�" y a is; Jt% PROJECT NO. p°� - �- z E T ELEVATION �,TE �i�p � qo A�o REVISION N0. ARAWN BY G� .A . � _ __ � , � . < . ,,, � � _ - " ' 14. � i r/�1� � . - ' • . 1`/�'' ,O' , , . . .. . . . � J, � . . . _ . .i . P � . . . : . ' . .. . �• � ,",' �I��� O �, O O v ' - �. b � = -`' �' , � � - - - -- - - - -- / � { � � ��� � ��� � � � _ (� � � ,rr• �(� i , h / j I <��� � � ' /�� ' '` �— I: ��� 22� � � S O � I `�/ /� I � hLCLI C�PR�E (__ _ � ' °i ��� �� � ` � � � �� ,�� ����v � ���� S �� �? �,�,� .;_ �� � � � � � `� --� � �.� � � � � � � � � � � �- - _ -__ - _ - � � � �� � 2 �. � � � 2 ;"� � _ _ � � %� �� � � - , � /� � . �� � � , 0 � ��� '' _ � ��, , � � �� -� Q G _ oa , � s ��� � . � � � � ; , � � � � � � � � � �� � � � I . . " OI ` � ❑ l�� � - \ � ! I �'� � i � � � I . 1 � 5 � , I - - - - - �I I O � � � E ' � 0 � � � � � � � � . � � � 0 �+ c�i � ��, �-f � . � _ � �� --� � v � Q - . -�- � � �� ��, �►.�.- I �1 , , � ,� o � � �1P � � � Q � . i f � f f.-7 � � $ O � � � — = _ z� � � � �c O Lli m � J , • I V U�/��� f • I - - - II � Z �- 03 - � E- ` - � � o � , Q � � � < .� ; 9 - w �� L� ' � � � � � � � �/// w _1 - I � � � ENTRY LEVEL ��� � � �9� � ;. �� : PRQIECT NO. � � 2 DATE ��$ o/ 1 v REVIS/ON NO. QRAWN BY iy. A LMYk��CE);F\T I.00ATI�Ir CF..RTLFICA7'E I hereby cer � ify that this Improvemenc Lucation Cer [ ificace wa:; pre^, srFr; : or Paul Testwuide , [ ha [ it is not a land survey plat or improvement survey rlat , and tha[ it is not [ o be relied upon for the establishment uf Eence , building or other fut� re improvement line� . C � R C L E � 5 � � I furcher certify that the improvements on the above described parrel on this S A N � S T 0 N E date , 3 /2 / 87 , excep [ utility conne � tlons , are entirel � R E � vithin [he buundaries of [ he parcel , except as shown , that there are no encroacn- ments upon the described premises by Lmprovemen [s ou any adjoin ?ng �* ems � PC , ev _ cept as indicated , and tha [ [here Ss ne apparent evidence or sign of am easeme� t _ —_� crossins or 'ourdeninK �ii �� parc o ` � aid :-� � rczl , rxcepi as no [ ed . R = 143. 00 ' t � L = 55 . 13 ' N By � =� �- 4 � — - - — r R = I10 . 00 ' I � Z Leland .1 . Lecnnrr L = 41 . 71 � - }' PA � ED PARKiNG p Colorado P . T. . F . � " "• '- � � �� � � — ° Date : . -- -- - -�� �—��- -- - - � -- -- - . - 30 2 . - _r O __— _ O _�-- - � O !�1 34 - 2 O m N L N 0+ w � `°. 65 `� L0T 6 g . 2• --, `0- �� Tp _�— DECK L � I C� 'D m 2 SrO.^ r !�OUSE _ _ � � 2 5 �� o. 3p5 _ . - - Z6 i ' o. _ -- - 4-0 � r i � � j3.8 _ _ '' _ - - — -- " DECH W � � � .� �, L 0 T 7 w � �� � ����� � 0 . 295 AC . � o - �N�c z P��� � �'�� SCALE 1 �� = 20 � � V��� i DATE OF SURVEY 3i � / 8 ? S 86 ° 04 � 52 " E �� I I14 33 ' � � o . I LOT 9 LnT 10 � � rn EA�GI. E VA� LEY ona..Mbr��i'1c��..,:i- s/3/� ? IMPROVEMENT LOCATION CERTIFICATE � � � ENGINEE� lNG � 511�tvEYING INC. �"�a �� LOT 7 , • � ; � VAIL VILLAGE , NINTH FILI NG REV�310NB� N � , ? �'`' � i '"'�� ��� - TOWN OF VAIL , EAGLE COUNTY , COLORADO ° 1000 5 �R4�NTAGE ROAD W£5T, `�IJITF �02 VAIL, GOLORADO 81657 (303) 476•4873 �i � IHPROVEMENT LOCATION CERTIFICATE I hereby certify [hat [his Improvemenc Location Cer [ ificate vas prepsrPd for Poul Testwu � de , [ha[ it is no [ a land survey pla [ or improvement survey plat , and [hat it la no [ to be relied upon for the establishmen [ of fence , building or other future improvement lines . GIRGLE � 5 � ) I further certify that the improv�ents on the above described parcel on this S q N D S T 0 N E date , 3 / 2 / 87 , except utility connec [ ions , are entirely R E p Wicnin the boundaries of the parcel , except as shocm , that there are no encroech- � ments upon the described premises by improvementa on any adjoining premises , ex- cept as indicated , and that there is no apparent evidence or sign of anV easement � crossing or burdening any part of said parcel , except ae noted . " � � — t � � �— R = I43. 00 ' ., �� L = 55 . I3 ' f" -, ` � _. ' � sy .-�` �4-�_ = 10 . Z Lelan�' J . Lecn�t � r �' � _ --� _ PAVED P,aitxrFG� p Colorado P . L, F. . 2KnF. , i, ,:� , � � " � � � ; . _, 1 ° Date : 3 '�z �� � � — �� — � 30 . 2 � O —t i o . � '�"�� . . . ' '_"_ � —+-- � . . �_ . � j � M 34 . 2 O _ � l i P��o " . N � N Of W � � G� E 6.5 � LOT 6 �, e z � —, � i1_. `J� DECK LOT 8 - . . . � � . � 'c; �� 2 STORY HOUSE �^� 2 . 5 � � o_ � 5 � _ c .�e,N<_ K � - �' 30 � — 26. I � �- 4.0 � r im 33.e'_ _ _ �� I L � — � � DECK w i I . ' I O � i � 1 ;., L 0 T 7 W � � 0 . 295 AC . � o � o �N� z PSF,t.n _ _ E — --- - - -- --- � \���� SCALE I " = 20 ' � DATE OF SURVEY 3 / 2 / 87 S 86 ° 04 ' S2 " E 114 33 ' I; � o ' I , LOT 9 ' LOT 10 � � m EA�G� E vALLEY ��aa..� ev'�i'�[�L.,.� sjs�� ;�' IMPROVEMENT LOCATION CERTIFICATE � � ENGINEE� ING � SU�tvEYING INC. �H� �' LOT 7 , � � �`���o�: VAIL VILLAGE , NINTH FILING �, — TOWN OF VAIL , EAGLE COUNTY , COLORADO � 1000 S. �RONTAGE ROAD W£5T, SUITE �02 vA1L, COLORA00 81657 (303) 4T6�4873 CIRCLE ( 50 ' ) S PN�S-� pNE RED � = 22'05' 20 " R = 143. 00' L = 55. 13' T = 27 . 91 ' — E�cE oF cuRe SEWER M .H. �,�\ . r H 64. 8' � � — � — — MH PN.3.3A.1 ensis oF E�EVnnoNS � � = 21 43 32 ��" \� � INV. EL = 8154. 1 ' R = � � O. 00 .— � FND. No. 4 REBAR W/ WASHER RIM E�. = e, s3. r L = 41 . 71 � — --- � --- � -_ _ _ _ x63. 2� T = 21 . 11 � - - - ROCK �� \ I 64 � � � ` � 62.8' FND. No. 4 REBAR W/ WASHE � � �- 62 �\ � / 1 � Y , , = = � � �� � PAVED PARKING � � ��-- \� � CONC. STEPS � ROCK WALL � � O/j� ROCK WALL 632' � �jJ� � �3.0� 1 E. O.A.�_��� / � ` �,�-.C«�s i � 30.� L7�_� �Cl�-�� �- ��� CONC. WALK � / / � 0. 3� DIA. - � � � i-- -. _ 34.2' - - - EVERGREEN ?REES � ' � � '�� � (I� � V /� o0 `� 58 TWO STORY WOOD HOUSE STEPS u � �; � '. STREET ADDRESS: 898 RED SANDSTONE CIRCLE � � Q / N O 0. 4' DIA. —' � � � a, � O N \ 8.2� 1 st. FLOOR 6.5� � \ rn EL = 8161 .6� co DECK EL = 8161 . 3� LOT 6 SCALE : 1 �� _ � � � 56 DECK �. � DATE OF SURVEY : 9 /9 /92 2.5' �� rn � o /, , J BASEMENT 2•5 � - . - Z �`� ��� EL = 8153.1 '� w _� � � o g.0 LOT 5 °. \ zs.�� O 54 a.0� °' (�,i w � — - -- - � � `J DECK � �.__ ,_ � m � _` � ' Iw _ - — W DECK El. = 816i .4' 33_8� _ W m ��� -- " � � SURVEYOR ' S CERTIF' 7. CATF. �' . _� - � I , Stan Hogfeldt , a Professional Land Surveyor registered undei 52 � the laws of the State of Colorado , do hereby certify that this topographic survey was made by me and under my supe,Fvision , and that the suzvey is accurate and correct to t�. �best " �qf my knowledge . , _ • ,`��'• ' .� �. -. :.. � _ - , ��� ';J s � : ' G5 � 3 ; .� ; Da t e : ----�v-L.F-Z�- --- �� • ° . ' - : --- ' - � - � Stan Hogfeldt �, ✓�f�•., � LOT 7 Colnrado P . L . S . 16S5.9g;,�1 -i��1 �� Gl (p 0. 295 AC. / � / i �Ci% 0 i ,o ��j / - - - - - 'o. � - - - - _ / 10' UTiL� TY EASEMENi � FND. BENT No. 4 REBAR � - � � �'`� � � � / N 86 '04'52 " W FND. PIN & RED PLASTIC CAP LS. 2183 I O � / / � 114. 33 ' / , FNO . �ani� v, �,A>F��� � ' ' I / ij LOT 9 � � MH PN.3. 2C.� j UNPLATTED / INV. EL. = 8135.8' I � RIM E�. = 8145.6' ='' p � nl � � LOT 10 �i � � � , _.��� Z � / r - —1 ' ' PARTIAL TOPOGRAPHY , i � � LOT 7 VAIL VILLAGE , NINTH FILING NOTICE : TOWN OF VAIL Accordinq to Colorado law you must c�ence any legal action based upon any defect 41199 HIGHWAY 6 & 24. EAGLE- VAIL in this survey within three years after you f. irst discovez such defect . In no event , EAGLE COUNTY COLORADO P.O. BOX 1230 may any action based upon any defect in tfiis survey be co�enced more than ten years � EDWARCiS, CQ 81632 fran the date of the certification shown hereon . JOHN ICKE 10 15 9[ 12 �� 303 949- 1406 � % � ����.� �r�1.-. �_� ���.- �-- .. . �.� �.�. r-._.-.�� _a _._+.__:-.�-- .._S �..r . �.�� ..... . �.ti _ � �. _��- . -ev_ � ��� r.� . __ .. .-. ^ � � � . . . �,. _ . . . �,�-�-� . _ . ' _ _ . _ _ __ __ . . _ _ . , ��--�+ _ _ _ __ _ _ _ _ I . ' . : . . • . � . � I L 0 T 8 I SEWER M. H. MH PN.3.3A. 1 BASIS OF ELEVATION5 � INV. EL = 8154. 1 ' � RIM EL = 8163. 2' FND. BENT No. 4 RE6AR�- � UTILI'fY PED. N ���3� 5�„ E 111 . 39 , I 1i .0' � O I � Z �ni ROCK WALL � � = 2� ��3� 32„ � R = 110. 00' SCALE : 1 " = 10 ' rn I � L = 41 . 71 ' DATE OF SURVEY : 9 /24 /93 � � T = 21 . 11 ' � LOT 9 �= � N 8181 . 1 ' � � PAVED DRIVEWAY Q s — � p ,� o - t 7.8' � I _ = � 3 � �d'� � ��-`.� ��''�"'"e�/ = i � ' � '� � � ' �;�� , , � --- -- - = / D ' \ I ROCK WALL �\ . — - .. _ _ . - - - � / ` cn � - � � � `� � \ � CANT. 8179.0' � � 'L CONC. PAD --. � 13 .3_f_. - -` N 1 ' . —5.0� — r - - - w. `�+ Q a'. 20.1� \ - — RIDGE I SONOTUBES , �T4TrZ�1 � � ,�� t�L � (1YP� � `� �� � \ �i !� \ � CANT. - _-T..� 8182. 1 ' � PHONE PE�. U � .NO' _ � � � � I _� � � � WINDOW � — �rwo sTORV woo� r+ousE wEi_�s � = 22 '05� 20" �'�n" �-� (UNDER CONSTRUCTION) � r' \� � STREET ADDRESS: 898 RED SANDSTONE CIRCLE R = 143. 00� J_'I �, � L = 55 . 13' � I� T = 27 . 91 ' � C� LOT 7 'L _ , 20. __ 3.,� , N �.2 � ��4� -/�{V'7 r W ^ � 0. 295 AC. 1 '�''- 6.2 l N I r _. i����--- c� � � LOT 10 �' ��N�. PAO -- c,, , � e• W N � I � I 18.4 �\ � 29.0' �� f O SEWER M.H. M.N. PN. 3. 2C.1 INV. EL. = 8135.8' R�M EL. = 8145.6' t0' UTIL�TY EASEMENT S $�OOrOQ" E � -- -- \ o O � 133 . 85' LOT 6 � _ N00'03'S0"E IMPROVFMFNT �OCATION �ER ��I�ICA7� I � 1 I hereby certify that this Improvement Location Certificate was prepared � NOTICE: for Gollina Company, that it is not a land survey plat or improvement According to Colorado law you must commence any legol action based survey plat, and that it is not to be relied upon for estoblishment of fence, upon any defect in this survey within three years after you first 0 building or other future improvement lines. discover s�ch defect. In no event, may any action based upon any ��' defect in this survey be commenced more than ten years frorri the I further certify that the improvements on the above described parcel on date of the certification shown herP�n . UNPLATTED \ \ this date, 9/24/93, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, y except as indicated, and that there is no apparent evidence or .sign of any s,,, � easement crossing o� b��de� �� 9 a�y Pa�t of Sa�d pa��e�, except as nated. IMPROVEMENT LOCATION CERTIFICATE ���; �� LOT 7 _ � _ � � = VAIL VILLAGE , NINTH FILING �. ,� oate: ?- �y_�3___ . —_��� . TOWN OF VAIL a1195 HIGHWAY E & 2a, EAGLE - VAII Stan Hogfeldt � . . � P.o. BoX , 230 �o�o�ado P. �.S. 26598 EAGLE COUNTY, COLORADO EDWARDS, C0. 81632 ( 303)949 - 14G6 LEONARDO 9/24/93 � �B No . 1206 ( � � ` � � � ��� � � � � � � � � � \ \ \ -� � -�� � � _ \ � ` �1� \ � I SA�IDST�N� � 62 � LOT 7 , VAIL VILLAGE NINTH FILING I �� 63 � � _. - _ -- =- - _ � �' - TOPOGRAPHY �- � � . A �`,, /3y_ ��,,�, y,- I �� � � ' ` � J � If --- ' _ _i' � IV �' �cl � �/ � r � <' � - _ _f ;- __ ✓U � �. 57 / � I — - ! -_ � ` _ � -- /� C. — ; - - 5b ✓ �� _� - / _ -- � i I �� .. ' � . f --~ - - ----- �-�55 � I '� 54 ✓ I /! �" ` � � / � � - — — 53 � (�� � �- - — - - --' , ,- - — -- " O �' Se � I � --- O �j — ---- — - -=6- � -�i ° - - " - - O �`' . .� c' -- � ` _ - u f'? O � � - 50 Z - - - - - - - - _ Z �- - LOT 7 -- - v9 ,, . . ,- � � � - - -- - - . . _. _ - - - - YS i - - ��_ _- _ . . _ ___ _ _ . y7 _ -_ � 114. 3 ' - -- • -\ 46 s �-�O%i 52' �_ / i CIRCLE ( 50 ' ) SPNOS.� pNE RED � = 22'05' 20" R = 143 . 00' L = 55. 13' SEWER M . H. �� 64. 8' T = Z7 . 9 � ' --- - _ —'DCF. or cu �e MH PN . 3. 3A. 1 ( ( ) 1 Q = Z� �43� 32„ x_ - `�.\`\� BASIS OF ELEVAl10NS �� _�' ��� INV. EL. = 8154. 1 � R = � � O. 00� - -- � � FNG. No. 4 REBAR 'Vr �' wASHf K RIM EL. = 8163.2� L = 41 . 7 � , -- - '--- - .- . . - - -- - - /� � � � � — — �3. 2- T = 21 . 11 � - — - - � -- - - _. __ - ROCK ` \ I '-- sa � � � � \ � sz.a' FND. No. 4 REBAR W/ WASHE _� �— � 62 N %� � \ — _ __ PAVED PARKING �, r _ /�� � � CONC. STEPS ROCK WALL � � O ROCK WALL 1 63•2� �� 3.0� E.O.A.�_��p� l��CS / — I _�� �3� / 30.7 � � � -� ��- / G.3' DIA. ,6O CONC. WALK � / / � / � 34.2� EVERGREEN TREES � � j lI� � _ 58 TWO STORY WDOD HOUSE STEPS � Q �v�, STREET ADDRESS: 898 RED SANDSTONE CIRCLE � ;o p . � N O o. a' oin. -- `� �, � O \ N �, 8.2� 1st. FLOOR 6.5' � I � EL = 8161 .6� w DECK EL = 8161 . 3' LOT 6 SCALE : 1 �� _ � � � \ \ 5s\ _ oECK j DATE OF SURVEY : 9 /9 /92 __ , � �---" z.s' � � ;� o % J 2.5� BASEMENT 3� 5• - - Z �` EL. = 8153. 1 '� o .0 LOT 5 °. � z6.�� � 54 4.0� ��� -- � � �— DECK I ---�_J �. -� O � J -� ' �1��D{ECK EL. = 8161 .4' 33_8' � — ' W m / '�''� . � � � SiJRVEYUR ' S CERTIF' ICATF: / ' ' 1 , Stan Hoqfeldt , a Professional Land Surveyor reqistered under � - 52 -- -"� � the laws of the State of Colorado , do hereby certify that this topographic sucvey was made by me and under my supe,Xu.iaion , and that the survey is accurate and corre � t. to t�" � �b � St �' �qf my knowledge . ' . . <`G•..'J': ,. � _` S � � :� 3 � .� ; Date : ---.L-v—L.�-� ----- — �'�'� " �--- - ' •�--�T' ' -- � � Stan Hogfeld� =. ��;,, . � LOT 7 Colorado P . L . S . 26�y�;;,�'.�.� , '. W � , „ , (p 0. 295 AC. i i / . '� .�O% / '��/ � �o N5% - - - - - O. � _ _ _ _ _ / FND. BEN7 No. 4 REBAR i0' !11�IIJiY f� ASEMENi� � hl 86 '04 '52 " W � � ` � � FND. PIN & RED PLASTIC CAP LS. 2783 I /;�1 / / � 114. 33 ' �J � / I FN�. NAIL W/ WASHER � I / � / SEWER M.H. I UNPLATTED LOT 9 � M. H. PN. 3, 2C.1 I � INV. El . = 8135. 8' w � RIM F�_ = 9tn5.6' o � / h � � � LOT 10 � � � , ZI / '� °°'1 � � PARTIAL TOPOGRAPHY i � LOT 7 VAIL VILLAGE , NINTH FILING �� "°''I�E ` TOWN OF VAIL �� �� — _ �, __ Accordinq to Colorado law you must coaanence any legal action based upon any defect 41199 HIGHWAY E & 24, En��.e - . u'�� in this survey vithin three years afY.ez you first discover such defect . In no event , EAGLE COUNTY COLORADO P .O. C�Ux t230 may any action based upon any defect in this survey be cotmnenced more than ten years / � 2�6 EDWARDS, CO. 81632 f rom the date of the certifiCation shoan hereon . JOHN ICKE 10/15/92 (303 949- t406 PLAN CHECK - - - - - - - - - - - - - - - - - - - TESTWUIDE - - - - - - - - - - - - Aprfl 19 , 1973 OCCUPANCY - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - Load 9 Sq . Footage - - - - - - Ist . floor - - - 1064 3y �5 � 2nd . f loor - - - 1 � 6�,4 2823 @ 16 - - � � 5;� fi� 3rd . floor - - - Balcony - - - 272 - - - 272 @ 6 - - 1 , 632 $-�I5 �86 b' � I 48A TYPE OF CONSTRUCTUON - - - - - - - - - V ' — �� OJO (ScTHN�TB FYS�NJWr�6J PExn„r ) FIRE ZONE - - - - - - - - - - - - - - - - - - - III 3 9, 4a S NON - STRUCTURAL � . Submit plat plan . 2 . Submit fireplace detail . �. Indicate mech . vent in bsmt . and 2nd . floor bathrooms , 1405 ( a ) . �4„ Indicate cleanout in fireplace foundation . b, . Indicate handrail on stairs , 3305 ( i ) . �j . Submit guardrail detail . �. Separate wood from soil minimum 6 " , 2517 ( a ) 7 . 8 . Indicate one - hour fire separation below bsmt . stair , 3305 ( L ) . STRUCTURAL I . Indicate decking material size . 2 . Indicate structural tie of bsmt . stair to landing . �C . Increase footing size Min . 18 " , Tab 29 A . PERNIIT FEE - - - - - - - - - - - - - - - - - $ r44 . 6$ -�-�-�c 12�. So PLAN CHECK - - - - - - - - - - - - - - - - 72 . 00 G3 . 25 TOT �1L - - - - - - - - - - - - - - - - - - - - - - $ 216 . 00 Ig� . 75 _- - _ � � rY _: - - . - . -, . - � , ,.�,�. � „ _ - . � - , +; � � -. . - - _' � . � ti -_ � y . ' - ' ' ' ��� � �� ' � / J% � � � ���� � - � � � / �' l� � l l �— A [ ) I V I � � I O N (:) F �VC�I�S P R O D U C T S C U M F' /� N Y � �-- - - �'" __ . THIS IS WHAT THE CAPP-HOME GENERAL SPECIFICATIONS IMPORTANT CUSTOMER INFORr •ATlON � CARPENTERS DO � • INSTALL POSTS AND BEAMS, LEVEL AND PLUMB SAME . POST AND BEAMS OR STUD BEARING WALLS • ON FLAT ROOFS THREE LAYERS OF 15 POUND FELT ONLY EXTRUDED ALUMINUM SELF•STORING STORM DOORS • THESE ARE THE COPIES OF THE FINAI. PLANS FOR YOUR IS FURNISHED. HOME. NOTE THAT ONE OF THESE SETS IS STAMPED IN • INSTALL ALL FLOOR JOISTS AND BOXING 16" ON CENTER • WEST COAST DOUGLAS FIR LAMINATED WOOD BEP�MS ARE • ROOFS WITH A 3- 12 PITCH OR LESS TWO LAYERS OF 15 • FURNISHED WITH LATCH , CHAIN , AND PNEUMATIC RED TO BE SIGNED BY YOU AND YOUR BUILDING INSPEC- ( INCLUDING DOUBLE JOISTS UNDER MAIN PARTITIONS) . FURNISHED, WITH SOLID 6x6 WOOD POSTS AS PER F' LAN . POUND FELT IS FURNISHED . CLOSERS. TOR AND RETURNED TO US. WRITE ANY SPECIAL NOTES, INSTALL BLOCKING . • WEST COAST DOUGLAS FIR STUDS 16 INCHES ON CENTER • DOUBLE LAYER 30 POUND FELT IS FURNISHED FOR HAND QUESTIONS OR CLARIFICATIONS CONCERNING YOUR ARE FURNISHED FOR STUD BEARING WALLS AS PER PLAN . SPLIT SHAKES. INSIDE DOORS HOME IN THE SPACE MARKED FOR NOTES ON THE BACK • INSTALL DOUBLE ROW BRIDGING , NAILING THE TOP ENDS . • CONCRETE PIER BLOCKS AND WOOD BEAMS WILL BE USED • CLEAR REDWOOD FASCIA AND FRIEZE BOARDS ARE USED , OF THIS SHEET. PLEASE COMPLETE THE DELIVERY INFOR- IN CRAWL SPACES. EXCEPT WHERE ALUMINUM FASICA AND FRIEZE BOARD • 7 -3/8" THICK SLAB DOORS, (SIZED PER PLAN1 . MATION SECTION OF THIS SHEET AS ACCURATELY AS • INSTALL 1 /2" PLYWOOD SUB -FLOOR . COVERS ARE FURNISHED . POSSIBLE AND RETURN THIS SET OF PLANS TO OUR FLOOR SYSTEM • SOFFIT VENTS AND ROOF LOUVERS ARE FURNISHED PER FINISH FLOORS OFFICE. THIS SIGNED COPY MUST BE IN OUR FILES • CUT OUT STAIRWELL, INSTALLING AND NAILING FACING . PLAN . BEFORE YOUR HOME CAN BE DELIVERED. • 6 INCH SILL SEALER AND SILL PLATE WI LL BE USED , TO • 25/32 INCH SELECT OAK FLOORING IS FURNISHED . • ERECT ALL EXTERIOR STUDDINGS 16" ON CENTER , BOT- INSURE PROPER SEAL FROM THE WEATHER . WINDOWS • 5/8 INCH PAftTICLE BOARD WHERE OAK IS NOIf PROVIDED . • OUR SCHEDULING DEPARTMENT WILL BE CONTACTING TOM SINGLE AND TOP DOUBLE PLATES ; DOOR AND • WEST COAST DOUGLAS FIR FLOOR JOISTS AND BOXING • RED ROSIN PAPER IS USED UNDER ALL FINISHIED FLOORS. YOU TO CONFIRM THE DELIVERY DATE AND TIME . THEY WINDOW SIDES, HEADERS AND CRIPPLES. ARE FURNISHED, (SIZED AND SPACED AS PER PLAN � . • ALL WINOOWS MADE OF CLEAR KILN DRIED TOXIC WILL TRY TO DELIVER YOUR HOME AT A TIME THAT IS • 1 x 3 CROSS BRIDGING FURNISHED, ( NAILED AT TOP TREATED PONDEROSA PINE, PRE-PRIMED AND WEATHER- VINYLTILE MOST CONVENIENT FOR YOU , EITHER DURING THE WEEK • SHEATH THE EXTERIOR WALLS WITH 1 /2 " INSULATED ONLY ) . STRIPPED. OR ON A WEEKEND . SHEATHING . • FLOOR JOISTS ARE DOUBLED UNDER ALL MAJOR • DOUBLE- HUNG WINDOWS — FULLY COUNTERBALANCED, • VINYL ASBESTOS TILE FURNISHED FOR KIT(CHEN , REAR PARALLEL PARTITIONS. TOP AND BOTTOM SASH REMOVABLE , EQUIPPED WITH HALL AND BATHS. • THERE WILL BE APPROXIMATELY FORTY THOUSAND • ERECT ALL HOUSE CEILING JOISTS 16" ON CENTER . • 1 /2 INCH PLYWOOD SUB-FLOOR IS FURNISHED . REMOVABLE HORIZONTAL BARS. (40,000) POUNDS OF BUILDING MATERIALS ON OUR TRUCK • SLIDEBY WINDOWS — SASH GLIDE HORIZONTALLY IN A FIBERGLASS INSULATION WHEN IT ARRIVES AT YOUR BUILDING SITE . YOU SNOULD • ERECT ALL ROOF RAFTERS 76" ON CENTER INCIUDWG OUTSIDE WALLS AND PARTITIONS VINYL TRACK AND ARE REMOVABLE . f IAVE A MINIMUM OF FUUR MEN TO HELP UNLOAD AS HIP AND VALLEY RAFTERS. • CASEMENT WINDOWS — THERMO GLASS; VENTED SASH • FURNISHED IN AN APPROVED THICKNESS IFOR WALLS, MUCH OF THE MATERIAL MUST BE FIAND � ED WITH CARE . • 2 x 4 WEST COAST DOUGLAS FIR IS USED FOR ALL WITH ROTO-TYPE HARDWARE ; ALUMINUM SCREENS CEILINGS. • INSTALL ALL 2 x 4 COLLAR TIES 32" ON CENTER , KNEE STUDDING AND IS PLACED 16INCHESON CENTER . PROVIDED FOR VENTILATING CASEMENTS. • WE REQUEST THAT YOUR FOUNDATION BE BACKFILLED STUDS ( tY: STORY ) AND AMPLE BRACING WHERE NECES- • 2 x 6 PLUMBING WALLS ARE PROVIDED WHERE NEEDED , • INSULATED OR THERMO GLASS — 7 /2 INCH THICK IS USED SHEETROCK BY Tli [ TIME OUR CARPENTERS ARRIVE TO AVOID ANl' SARY. • 1 /2 INCH INSULATED SHEATHING IS FURNISHED FOR IN PAN-A-VENTS AND CASEMENTS. D [ LA 'r' I ��I TF ! E CGN �TRl1CTl � �d OF YOUR HOME . EXTERIOR WALLS. • 1 /2" SHEETROCK FURNISHED FOR WALLS AfWD CEILINGS. • SHEATH THE ENTIRE ROOF WITH PLYWOOD OR BOARDS. • ALL FRAMING IS DOUBLED AROUND WINDOW AND DOOR ENTRANCE FRAMES AND JAMBS TAPE AND FILLER FURNISHED ACCORDING TO THE MANU - • ELECTRIC POWER — 30 AMP — 110 VOLT — MUST BE OPENINGS. FACTURERS SPECIFICATIONS. AVAILABLE AT THE BUILDING SITE . • INSTALL FASCIA AND FASCIA BACKER BOARD . • DOUBLE HEADERS WILL BE PLACED ON EDGE TO INSURE • OUTSIDE DOOR FRAMES AND JAMBS MADE OF CLEAR • FOR PLASTER , ROCKLATH FURNISHED IINSTEAD OF MAXIMUMSTRENGTH . KILN DRIED TOXIC TREATED PONDEROSA PINE AND SHEETROCK. • DURING AND AFTER THE TIME YOUR BUILDING MA- • INSTALLALLLOOKOUTSAND LEDGERSTRIPS. • 1 /2'" PLYWOODPANELCORNERBRACINGIWINDBRACING ) IS FURNISHED WITH FACTORY APPLIE � WEATHERSTRIP AT TERIALS AND CARPENTERS ARRIVE , WE REQUEST YOU INSTALLED ON ALL OUTSIDE WALLS, WHERE APPLICABLE . HEAD AND JAMB , VINYL INSERT FOR THRESHOLD , INSIDE TRIM WRITE RATHER THAN CALL OUR OFFICE IF YOU HAVE • INSTALL AND PLUMB ALL THE WINDOWS, FRONT AND ( A �UMINUM THRESHOLD FURNISHED WHERE THE DOOR IS ANY QUESTIONS OR REQUESTS. THIS WILL ALLOW US TO BACK DOOR ENSEMBLES ; IN GARAGES, INSTALL SERVICE CEILING ON A CONCRETE SLAB1 . • CLEAR ONE -PIECE COVED BASE , WINDOW AND DOOR KEEP A PERMANENT RECORD OF CORRESPONDENCE IN DOORS AND WINDOWS ( OVERHEAD GARAGE DOOR NOT CASING FURNISHED FOR ALL DOORS AND WIfWDOWS . OUR FILE AND WILL HELP ELIMINATE ANY ERRORS IN INSTALLED � . • WEST COAST DOUGLAS FIR CEILING JOISTS ARE FUR - EXTERIOR SIDING (SEE ELEVATIONS FOR TYPE ) YOUR ORDER . WE WI LL GIVE YOUR CORRESPONDENCE • INSTALL ALL INSIDE PARTITIONS, 16" ON CENTER , NISHED, (SIZED AND SPACED AS PER PLAN � . STAIRWAYS OUR IMMEDIATE ATTENTION AND ACTION . • REDWOOD — 8 INCH LAP OR VERTICAL V-JOINT. HEADERS, DOUBLE DOOR SIDES, INCLUDING SINGLE pLATES AND BRACING • VERTICAL — 3/8 INCH EXTERIOR P �YWOOD AND BATTENS; • gASEMENT STAIRS ARE FURNISHED AND INSTALLED • FOR YOUR PROTECTION , WE RECOMMEND YOU PROCURE BOTTOM AND TOP DOUBLE PLATES. 3/8 INCH ROUGH SAWN CEDAR PLYWOOD WITH BATTENS; WHEN POSSIBLE . FIRE INSURANCE FOR YOUR HOME TO TAKE EFFECT • INSIDE AND OUTSIDE TOP PLATES DOUBLED . 1 /2 INCH ROUGH SAWN CEDAR PLYWOOD WITH REVERSE • SECOND FLOORS, (WHERE FINISHED STAIFiS ARE FUR - �`- i i i ) � f \ " : 'r i ; i<. ! ! ,=, ! ' ! i " ( '. i i ! ; i.__QTAND, ONCE • NAIL TOGETHER BASEMENT STAIRWAY INSTALLING IT • gRACING, COLLAR TIES, KNEE STUDS OR PURLINS ARE BATTENS. NISHED � , THE STRINGERS ONLY ARE INSTALLED . YOUR MATERIALS ARE DELIVERED , A BUILDER 'S RISK WHERE PRACTICABLE . USED WHERE NECESSARY. • PREPRIMED HARDBOARD SIDING — 12 INCH HORIZONTAL • SKIRT BOARDS, TREADS AND RISERS ARE FUIRNISHED BUT POLICY TO INSURE AGAINST ANY INJURY . CAPP CAR- • INSTA � L SECOND FLOOR STAIRWAY STRINGERS. LAP; VERTICAL WITH MOULDED WOOD BATTENS. NOT INSTALLED . PENTERS HAVE THEIR OWN INSURANCE . ROOF • ALUMINUM — 8 INCH HORIZONTAL LAP AND VERTICAL IN HARDWARE • INSTALL ALL GABLES, FRONT AND ENDS. • WEST COAST DOUGLAS FIR RAFTERS FURNISHED , (SIZED PRE- FINISHED COLORS; ALUMINUM TRIM COVERS FOR • INTERIOR WILL BE SWEPT OUT AND JOB SITE LEFT AND SPACED AS PER PLAN � . DOORS, WINDOWS, SOFFIT AND FASCIA. • FRONT AND REAR DOOR LOCKS ARE FURNISHED IN • 1 /2 INCH PLYWOOD ROOF SHEATHING TO BE FURNISHED . MATCHED SETS AND KEYED ALIKE . • WE ARE LISTING THE INFORMATION ON THIS PAGE TU ORDERIYBEFORECARPENTERSLEAVEJOB . • METAL STARTER STRIP FURNISHED FOR ALL ROOF OUTSIDEDOORS • PASSAGE SETS ARE PROVIDED FOR INTERIOR DOORS, REAQUAINT YOU WITH OUR BUILDING MATER � AL AND EDGES. ( BATHROOM SET LOCKSI . LABOR SPECIFICATIONS ANn Ou � P � ^ ti ANn nFUVERY • OWNER WILL INSPECT HOME WITH CARPENTER FOREMAN • 75 POUND BUILDING FELT, (SINGLE LAYER ) , IS FUR - • FRONT DOORS 3'-0"x6'-8"x1 3/4" THICK, SOLID CORE . • LOCKS ARE FURNISHED FOR ALL WINDOWS . REQUIREMENTS ir YGi ' 9L" ^ TO SEE THAT HOME IS CONSTRUCTED AS PER NISHED FOR 235 POUND THICK BUTT LOCK OR SEAL DOWN R EA R , S I D E AN D G A RAGE SE RVICE DOORS TION OR IF WE CAN BE 0 AGREEMENT. ASPHALTSHINGLES. 2'-8"x6'-8"xt 3/4" OR 1 3/8" THICK OF CLEAR PONDEROSA ATTACHEDGARAGES CONTACT OUR OFFICE PINE AND GLAZED. REPRESENTATIVE. WE F �� ON COMPLETION OF THIS CONSTRUCTION , YOUR HOME IS • SUDING GLASS PATIO DOORS — BAKED WHITE ALUMINUM • SAME GENERAL SPECIFICATIONS AS YOUR HOME . FULL LENGTH DOOR ENTIRELY ENCLOSED AND LOCKED , READY FOR OR CLEAR PONDEROSA PINE (5/8" TEMPERED THERMO • 5/8" SHEETROCK IS USED FOR THE COIMMON WALL HOMC- , FOR RETURNI FINISHING . GLASS) BETWEEN THE HOUSE AND GARAGE . SARY I? EQUIREMENT • SOLID CORE DOOR FURNISHED PER PLAN . EXTRUDED ALUMINUM SELF-STORING STORM WINDOWS • SERVICE DOORS AND WINDOWS FURNISHED PER PLAN . • OVERHEAD GARAGE DOOR FURNISHED BUT NOT IN- • DOUBLE TRACK, HEAVY DUTY, TILT ACTION STORM STALLED . WINDOWS FURNISHED FOR DOUBLE HUNG AND SLIDEBY WINDOWS. �� - f , i � � i � � 5 � 1 /1Y VAN �' S1 IGIITLY FROM Y �JUR PLAN , I � `,Cl REFER TU YC� IIR CQfd fF� laCi /1fVD � II I � �� ;A , � � , � I ilti.� . � ! � i .) '�:"� L ��; '.Tni � ;. � I ' i_ (; � flCi? �, I � i ^,J ;; � ii :� .LC�i � � 1 (�� ii :� � . 0 �� �i; i �� � + O �� � p,iOTICF . �rCSt CO �)y Available „� �„ � •, r F; 1 . . . . _ A D I V I S I O N O F EVc�/�7S P R O D U C T S C ��J M P A N Y 1 i � DELIVERY INFORMATION NOTES UNLOADING INFORMATION Indicate North CAPP HOME CUSTOMER : TO AID US IN THE DELIVERY OF YOUR NEW CAPP HOME , �� PLEASE GIVE DIRECTIONS OR ANY OTHER INFORMATION � NOTE - THESEITEMSTOBE PLACED IN GARAGE, SHED, OR FOR OUR TRUCK DRIVER TO REACH YOUR BUILDING n SITE . ( WRITE DESCRIPTION BELOW AND DRAW MAP Il OAK FLOORING � LAPSIDING BELOW) . � 1 � SOFFITMATERIAL COVE MOULDING C SHEET ROCK, ROCK LATH TAPE & FILLER � O INSIDE DOORS, TRIM & JAMBS y, RED ROSIN PAPER �C;�PO��SO�, y. INSULATION y�,�QPQ �o2yy �0�y �p TREADS, RISERS, & S7RINGERS � 1 �P�p. � 4y, - Q, � G, C SIDINGCORNERS oV�`� �� BUILDERS HARDWARE °��oF�P�O��� � P � (�, PARTICLE BOARD UNDERLAYMENT `'vPP���P�� ��Py 41 � TI LE 0 0 y,� 45 a�. 5 ?P\ ��\�G� ��yO�Qy ��o� �P � � y�� COVER WlTH PLASTIC TARP � O� P O�O� t�V V ���\�P�•�' 4,Pv5 4� 4,y 1'��Cepy ��'F4,QZ � o s� P � � Q �`` .5U .� � y .� 5' 0 y � � a O J �C P � 0 0 � � y� JO y �P Q4, y1 Q .�Q Q�" Q�5�C� y��P �g5�.�oQ o}� } 6 y�. �P �� PQ p� �P P 1�L yJ �(LQO ���,Z.4. �Q� QO 0 0 `L ry p� �Q.�y�� ��"� �O 4? G RED GRIEEN IMPOR-fANT - HAVE YOUR BASEMEN7I3ACKFILLtU BEFORETHECAHPFNIEH� ARRIVB . 8'.�,, ,, 0 � � / . .. . / / _ / PRELIMIN.4RY OR FINAL PLANS AND HAVE ALREADY COMPLETED THESE � i S, PLEASE NOTE THIS WHEN YOU RETURN THESE PLANS . HOWEVER , IF STAKE L � / RECTIONS IN CURRENT ADDRESS , DIRECTIONS TO BUILDING SITE , TIMES TO CALL HAVE OCCURRED SINCE YOUR PRELIMINARY PLANS CONC. FOOT/N6 'AKE THESE CORRECTIONS ON THIS SHEET. I �S BACKFILLED AREA APPROXIMATE DELIVERY DATE & TIME NOTE - � ALL BRACING MATE RIAL TO BE NOT LESS � THAN 2 x 4 AND TO BE FURNISHED AND ' INSTALLED BY BUYER , NO MATERIAL � SHIPPED WITH HOUS�.E IS TO BE USED. I BEST TIME OF DAY TO CALL BEST TIME OF DAY TO CALL BEST TIME OF DAY TO CALL SUGGESTED CONC. WALL BRACING DETAIL PLEASE PRWT _ ' , - � � . _ � ,. , �� - _ _ _ _ — — - _ . . -- - - __----- _ -- - - - _ — - _ _ . _ __.__ � ' - 8 � ,_ �. 3, 'R, 8 , o ' � --- -- - ,.-.e — - -- ---�°_ ' +__-- � 2 � ' - a ' � - j � � GL6ANea�' —� � � 7o su , r � ' I � �--� 1- -- � � ° � . a , - - - - _ ➢ _ _ _ _, - ! - 3 cc �- o ' � iz. 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I i N , Q�' _ p" g' _ o' � � 9 '- Ga �1 il � - Z " I 3'- e} -- - - _ . _- - � - -. . . .- -- .. ----- - - - - - � � �"!� - - - I Co '- o" Z� '- o '� I � �L OQ � � L d I� aGSLE _ �4��__.__ 1 - 0 „ � �-1 � LE j � p EGIOI� 18s - Z � RESIDENCE FOR : CK .D DR 'N DATE PIAN NO. Written dimensions on these drawings shall have precedence over scaled �O �j J dimensions; mozonry mntroclors sholl verify, and be responsible for, all r ,� U L � � `> r V�/ l.� I � �S , ! �J Co - 72 Z Z 4 � Y' dimensions and conditions on fhe job and fhis offi<e musl be nofified of any � ------- -�----- - - ---- - - - - :`h: � �� 3 .. , . , .` SHEET variofions�fiom these dimensions ond condifions shown by Ihese drowings. Eva�s z, � x 3Ce �.., gx i �v l_. w/ DE�C . =� UIVISIU �J OP � � HiiUU�; I6 CUMPANI' � OF .. � . jCl - � I (p - �D „ ° � 3 ' - L,. 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I '� m - - _- _ C---�-� r - - - - - � � - - _ - - i -� - z _ � - _- -_ - _ - _ - � --�- � � { - - - - --- - -- - - I �l � . m � fo.��. Lx � o R� oat aesw� �_- - J '� 'la 'Ug Lbv� . �EOM s � ' , � pr� � J n � �. , ` a ' l� w `'' � ' t�, � � ' ', �, �j ;, . � � � �/ S � „„a �' o' J� 2 �.i� �� Nq �y J � � . , i � 0 6u�� c2. — . � 1 � 0- : �� � ' � �� �W� 7 � I ' ' S �_ � _ L � t�� ` T - I � I .'T� MW , I�I'E'N , u�i � 9 ' ' � � ' � ' � c.�o �E � � adLCOrJy ; � X >. O � �: . .I \ , � �� v4' ° � �C I - - - . 11A � N k � — - - - - - - -- , �___ --- - - -- - a l � � . ; _-- - - �T. �/� . , ' � I \\\\� II J.! � � ��� � . � `\,\ � � � � � \� I �_ ����� �� r -� T \ � � � � � � � � � ������,� � �I � � � � � � � � � � � �,.��: � – � L I � IL_ = IL -=.II_-�!- - - - ' ` � �r , I � • r .. .__ '_' _ _ . . :JF. .. <: . IV 'F i XL =_' GL6SS —d'r' "f3U '1 �L . "::c. . 1 \� 2µ , I � � � � � � �Q � � � vc; C , � � I 'P � y ep , I � -- -_ — �t _ - - �� c � r3Y CcYP —{ � .— - --- - — — - - - ----- -- „- -Dd , 2 � ; n rvr� �.. � — -- _ _ - � � ---- --- i � I `Z5 C �Ly � � 3drrs p� _ _ _ '- r L . I �I __ .. . . _ _ � „ I�R„�� GIw� � - - - --' — � ,== __ r�7z 2517 (0.) 7 r-i_' � �J T E LE �aT � � �J � �� � � \� . � � / � . G �- _ - - _ _ . ��� . . � � � . 12 � ��' � � ----r / O � I 2" �--- "Da�2 . i o � \ �� - -- \ � .� i 2 � p" I � VH � D°Q � _ � E�� E �cv�-►'� �, � _� �.�. /,� • � = i ' - � - - _.__ CNa �Er S� EC � d � • i85 - 2 - Wri�ten dimensiona on these d �awings sholl havr prccedence ove� smled RESIDENCE FOR . CK.D DR'N OAiE PLAN NO. dimensions; masonry con��actors shall verify, and be reYponsi6le for, �II � �O�I�� � y,fi �1 L_ \ � ES'f �11 l� 1 D � _, _ RI�� 24 $ - 72 22 '4 � B dimensions and conditions on the job and Ihis office must be nollfied of any - - --- - - - --- - - -- --- — - - SHEE1 variotions 1rom �hese dimensions and condiiions shown b �hese drowm s j!, x �� (n \ 1 3 y. I l� L £ !7E — '� A DIVISION OF EV��S �' RCDUCTS CVACPJ• P;Y OF - -- - — -i ' _ _ - i l- :�� l ' Ti l ' � G' U � k � J (� °_ � f-- LJ Y t_ _- . _ . � • - I _ _ � � ' I 5 � +--� � � I I � i i i ( � li;l � ``I I � G' U TI �J 1QLiS �JO� �' ITLOU`/ �L I I� 1 I _ _ —. __ - _ _ . _ _ _ _ _ _ . . . a _ ___ - _ . . _ _ _ _ _ � 3 ' �� -- - - - - 3 � � . .. � — - - r �Qa - I ' � - � , � � - - - - - i .Liz. ic � 3y - - -- - - a U `1 � — � -- -- --- --- ---- - II _ � �i / � � < i � � � S �s�E. L � _.L�.�� i .� , f� ; �i " ABeve Ga�.vd % 2517 C`) l � 4 I � ` `� � � ; ,� � _ . � �? j i . . � ; � � , � !; � . 3 , o - -- �� CN N � ^ � _L . . _�_:__- I , -. . . . � �_�_� I � � I� i �l _ 6 - -- - - _ _ _ _ 1---- - �- - - - - - . -- -- - _ - � - -`` � � E,,'ac�Sc. p �..s� —� � II - --- -- � II I �� IL . - - �. ! I. - � - - � - - - - I . -. C_. '- -� � - �LE �//.�'I ii ., � � _ � . . CH.F, LE � cT� e �, � r_ . ---- ci� i. ��4 ' ` � � O ' " IF� 5 � 2 - Writlen dimensions on thesc drowings sholl have precedence over tcaled V RESIOENCE FOR : CK .D DR'N DATE FLAN NO. dimensions; mosonry tonhociors sholl verify, and be rosponsible for, oll � � ��I�� C . 1 l�V L TE�T \�! �„11� E (.�.' .. JG�V 2� - $ - 'JZ l `-� I �' dimensions and conditions on the iob and ihis office mus� be no��fied of any ------------'---- -- ---- --' SHEET voriofions Irom lhese dimensions ond condifions shown by fhese drawings ;, piVIti1�1N C% V c V ��� PHUbU(: iti CGMPANY �'� ` -� <� � '�Z �'TC'�'- `! ' �i � r. � 4� L � Gr OF � � iQ � R . .y - - � %/ \� _ -� � " \ • � . `�� � „ � �'- 9 " � �- `1' 4 � ' ` � . � . // ,'� � �/� x IS , E � L-" LAM. �3MS � "—�__,. Z{ ` D6�. 2x � i HD ¢� -��� _� � � { paL. iN i2 ND! � I � �% . � �' � . � 2ou6H OPnJCr . I F'�' oVbri oPNG �t � (n.- O •x 3 ' 9,� I lo_ O• x 3 � 9 " ���� . I \ ( -- - - - - � . � ' � i I � ` \ \ --- � 1 � � �; _'__. D4L. 2a� 1 2 1-1D2 . �__— I . I I "D{ Or.� L DO O ,SHi THL � • u1/D . . �T�µ E �T RoJ4ti ovr.lCs Ro� G�f OPn76 i � / ' t i ; „ n � !o ' ��Z X Co' IOSi� !o�- I ��� X Co�- IOS� , � Zx � oJe � E75 i (o" o � G � � 2o rJ 'r G -A G� L E F2 A r✓t � �J b D e T �t+. 1 �— S c .e� LE. 3�B ° n I '- �° _ THE G �iP. � ET ! g � - Z - � RESIO NCE fOR : CK.D DR'N DATE PIAN NO. Wri��en d�mensions on these drawings shall have prccedence over swled ' 2Z4 �8 dimensions; mosonry confraUO�s shall verify, and be responsible for, oll � ��IC� �p�a �„ TEST �YU � vE JS�.� 2 B- 7L imensions and condinons on the jo6 and �his office must be notified of any [ ----------------- ----- --- SMEEf variafions from fhese dimensions and conditions shown by fhese drawings . � Ev�n ..�r. 2� x 34 \'�C $ X I(� L \V �D�� K � A DIVISIUN Of PRi3pUClS IGMPA� r OF R +