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HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 4 LOT 5.pdf (2) L0 BASIS OF ELEVATION SEWER MANHOLE B-81 4) - Ch = RIM ELEV.8523.0 00 'Tr INV. ELEV. 8517.6 r .M Q Q) Ri CD Q ? 0 `(0 L W Qa m } FNID.P INDICATES CONIFEROUS TREE WITH APPROX=.0' DIA. {j NOTES: ELLOW ASTIt CAP V. 52 5 1. C7 1) DATE OF SURVEY: 2/3/04 > 0 I`• EDGE OF WATF-4. Q 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR LITY& `, ���✓// Iy LLB �. EASEMENTS OF RECORD(OTHER THAN PLATTED),ENCUMBRANCES, EASEMENT , L 1 1 L0 a) RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER ` Q Q 1 FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. r N 3)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 BUSH ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE '- THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN �� �� LINE HEREON. 4) 2'OF SNOW ON LOT AT TIME OF SURVEY;SOME FEATURES MAY EXIST r INDICATES CONIFEROUS TREE WITH APPROXIMATE 1.5'DIA.TRUNK ■ BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. LOT 'G O 5)BASIS OF ELEVATION: SEWER MANHOLE B-81,E:R.W.&S:D.SEWER A5BUILTS(NA029), LOCATED NEAR NORTH CORNIER OF LOT S. �. 6)BASIS OF PROPERTY LINE LOCATION:FOUND NORTH CORNER LOT 5& # 5 REBAR AT N COR LOT 5 BLOCK 5. �"'��� - ✓��= � � '� SUNDIAL PLANT 7)BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE .-' - � � ,1 S TO INDICATES CONIFEROUS TREE WITH APPROXIMATE 1.0' DIA.TRUNK �.. AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD �'� BE NECESSARY TO DETERMINE THE TRUE D#MENSIONS OF THE LOT AND �` �� Q oa y PEDESTRIAN 1 11 N SETBACKS,WHICH MAY VARY FROM THE PLATTED DIMENSIONS. �7 �'y'Fr' /.jam ` EASEMENTS` 8) TWO STORY WOOD AND ROCK HORSE. 9) 100 YEAR FLOOD PLAIN SHOW14 HE REON IS BASED ON TOWN OF VAIL 1982 FEMA FLOOD INSURANCE STUDY MAP No,080054-0004. ITS LOCATION IS VERY APPROXIMATE AND SUBJECT TO CHANGE. � � • _ � '1 r, `gip � / I INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.7'DIA. TRUNK 0.0" 0.0' Nbb UTI 17Y' fc' EAS ME NT % INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.5' DIA.TRUNK E 5 . 38.7 ' r-� INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.2' DIA.TRUNK �..... ...t.I RING 42. flYI HAN I- STE 0 G Ir - 3G.S .. ... . . . 40.2 � APPROXIMATE 100 YEAR FLOOD PLAIN 5.0' . ..�''' INTERPOLATED FROM TOWN OF VAIL, r 1 F r 982 .E.M.A.FLOOD INSURANCE STUDY APPROVED 2.5'x2.5' Ay 1 ov►Ea 5`5 BRONZE 39 7 Community Development LU SCULPTU 37.3 • p LLy X DECK S13)fiE ]►&RSpCtI0f1 �� r•r 38.9 W >� X ` RETAINIIE ��, Services LLJ s �"' 3 3 ALL i[VI`1 L�iI !�!L0 Secldia�1 �""'"� LLI S 16AX Ualfoem d PermIL The issuance � lerl�'I�i��7 \ t3G -z :• ex f p A °[ of �$ Pam cxtivr�and Computations N �O �. �A� shall pnt be � be• o[ a1 .. \ � Q any VSQI Alit* ' ��� '1~ violation of • •.•.•.•.•.•r.•.•.•.•.•.•r.'„ 40.2 an pf the y provisions Qf this ands or of othexa[dinancx of the judsdictioa. '`-" 4 .7 37.1 1 STONE g F'-rrnits presuming to give audw ter pD vlobft or cancel the revisions of[his .. BE MARK-EV ly FBI STAIRS x V5 code or other ordinances of the jturdi�ion shall[apt be slid, X TIE WALL 36.4 C TROL POINT ' The issuance of a Permit based On an E OF .ALL plain. p[ta d other data shall EVATI v QN' �1, 85 .7 \ not prevent the p building ofFcial thdraRrr rerluiring the correc[sQn of O D 39.2 PLANTER earnrs in said Plaits.specifications and od=dWa,of fim preventing building ^ EDGE OF DRIV PLOWED 1 epetatitions being carried on[hercuodes when in violad=of this code or o[ any other ordinances qj this jurisdiction. f ROAD 37.1 -r 5.8 Ile > $ r7 �1 S 5 / BUSH INITIALS: DATE } �!.. 36.$ 3° ST R LINE X f r'■•�y 37.8 E 5 --�� � 40.5 UTILITY& 6.2 4 .g 4 DRAINAGE ' 1 . ........ `J EASEMENT + . �t: 40.3 . [rt>lJt. '� - SIGN WOOD , F PI & .yam r n T V N .............. ...... TIE 1� YELLOW -A hl P ' L 1 70"34'41"w D.84' `'- 5.8 X FROM CORNS .... D TIE 35.8 LK w ► Fc N2F + � �'cl(7 T4 t 39.9 �_ - ry 39-7 C� w-7 � 43.8 - 1' IT P � ESS CNO l4+"' ,�• .•, � 1. GONGREETE PAVERS ON PA 110 TO BE R. NE i `'� v✓ T 21 14" TH'< X 4"X8•' TUMBLED . PLACE IN SAND 41. - BEi) OVER 4" REINF. GONG. SLAB. SNOWMELT 95 i �C ti• �` - PATIO AREA W Tl`1 WERSBO TUBING. r, 2. AREA G�° EX15TIING RATIO TO 5OU T H OF <- c x '15 STIR TQ "AiN. FD ARC'S' 3. 5 rF-PPING 5TONE5 TO SOUTH OF CARETAKER UNFI ARE 1r0'�C345"X2 THICK. l�h"QV`E FENCE/-.' �' . T;ZAN.SP'L_ :TWIG Gt G �.� 0 REt-'IGIVE FENCE ON SOUTH PART OF LAWN. revisions: / N=--XT Tg.-rBL;sE 5. UNHOOK EFFEG7EC) LAWN 5PRINKLER ZONES GRB SLBi"IIT ANA PROTECT GVERALL SYI'57EM A5 i`MUGH AS P0351BLE, SUi r-err .-2. LOT 4 � ro. VERIFY ALL UTII_eTY HCOK-L)PS BACK:TO I"'IAN �C � H 'U5t~ PfIC?}2 TO GC7�`'^'E\ :.'�a ANY GONST2UTIt' N. r 7. V517 SITE ANC) INTERIOR OF EX1571NO H-OU5F- -10 pro1w: O LO3 FAMILARIZE YOURSELF WITH ALL FACET O;= THE .9 CONSTRICTION. THE CONTACT PERSON FOR AGGE55 57 die BID SLT 4.25.04 wow �� 15 F2ANK M GK a 513E N AT 70 8250, *. FENCE 8. INSTALL A MONITOREC) FIRE ALAR"1 S`'5TF_" IN THE EXIST'NG HOUSE ANO NEW ACS 70N5. THIS T=" L 1 IS BY ALOWANCE AT _ T�'r SUM OF S-900-0.00 FOR, EQUIP. AND LABOR OP IiNS--;�+. ELECTRIC ✓I�� PLAN NORTH 9�1" r1iQ, i- TRANSFORMER ' BUSH ,-}- - V �� �- L� E� �.C. sarvic-es F .'' LIME 1'�1C7' TELEPHONE PEDESTAL o-- Of 10, 201 30' � � �CM,L� � �[x,llr' �?, .S �`GUY WIRE T =OF EX9STING STRUCTURE TV UTILITY KD 2/4.04 S 1r A � , 1 PEDESTAL € LOT 5, BLOCK f ao �)yl N OF VAIL 1050.DWG T 1 FIRE HYDRANT BIGHORN SUBDIVISION FIFTH ADDITION DESIGN REVIEW BOARD r+ ., TOWN OF VAIL DATE: EAGLE COUNTY, COLORADO G PLANNER: to cD BASIS OF ELEVATION '"/ �� Co SEWER MANHOLE B-81 RIM ELEV. 8523,0 O I INV.ELEV. BS17.6 '> 0 M INDICATES CONIFEROUS TREE WITH APPROXIMATE 3.0' DNA. mm u tt FND.P1 _- 6'► ELLOW AST CAP > CD NOTES: EV, 52 5 ,� EDGE OF WATER. 0 u) 1) DATE O � Q t[x? 0) F SURVEY; 2/3/04 TILITY& . 2)SURVEYOR HAS MADE NO INVESTIGATION 08 INDEPENDENT SEARCH FOR DRAINAGE ` ti � � EASEMENTS OF RECORD(OTHER THAN PLATTER),ENCUMBRANCES, EASEMENT � � � RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE,OR ANY OTHER � FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, 3)NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL � � ACTION BASEL?UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS BUSH `c AFTER YOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT,MAY ANY LINE ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE ° w THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN °° - is � INDICATES CONIFEROUS TREE WITH APPR(7}t1MATE 1.5'DIA. TRUNK �* HEREON. 4 2'OF SNOW ON LOT AT TIME OF SURVEY;SOME FEATURES MAY EXIST 1 � LOT � BENEATH SNOW THAT ARE NOT SHOWN(JAN THIS DRAWING. 5)'BASIS OF ELEVATION:SEWER MANHOLE B-81,E.R.W.&S.D. SEWER ASBUILTS(NAD29) LOCATED NEAR NORTH CORNER Of, LOT 5. 6)BASIS OF PROPERTY LINE LOCATION:FOUND NORTH CORNER LOT 5& ��`, '' J'r h\ ,4 �. SUNDIAL # 5 RE BAR AT N CO'R LOT 5 BLOCK 5. r P'LANT'ER°r �� '' i `�� �.+, G) INDICATES CONIFEROUS TREE WITH APPROXIMATE 1.0'DIA.TRUNK 7)BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE @EDESTRIAN AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD � �� f wL y BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND p7 ✓f r EASEMENT �` r SETBACKS,WHICH MAY VARY'FROM THE PLATTED DIMENSIONS. 0 8)TWO STORY WOOD AND ROCK HOUSE. .0� 1 9 100 YEAR FLOOD PLAIN SHOWN HEREON IS BASED ON TOWN OF VAIL � y °°°f-y /" � � � 1 �`1a 19'82 FEMA FLOOD INSURANCE STUDY MAP No.060054-0004. ITS LOCATION /' ; " _ �... `� r `` .. ' INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.7'DIA.TRUNK IS VERY APPROXIMATE AND SUBJECT TO CHANGE. 20.0' . EASEME� t INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.5' DIA.TRUNK 38.7 33.3 X A S�,L4° yryyBUIL91NG � 12.9 403 � INDICATES CONIFEROUS TREE WITH APPROXIMATE 1.21 DIA.TRUNK OVERHANG 38.7 rr!yr 36.5 BUILDING �! 43. , 40.2 �� INTERPOLATED TEERPOLATED FROM TOWN OF VAIL, °y'�i / OUTLRVE -_ �!� t r 1982 F.E.M.A.FLOW INSURANCE STUDY 5,0' ! / 3' 39.7 °y PATIO ONLE 37.3 5.5 •� SCULi'TU � X DECK '7ik V H10LJ5 LI N W IE w \ �s C) 313.9 \)VAL- �L a RETAIN sc WALL X � 36.3 40.2 42.7 / 37.1 4 R YIlOO STONE I/� BE K-EVS 5 w �' STAIRS WALL LEVA7OO 8542.7 36.4X ` T--'r'i FLC}WE X � 39.2 PLANTER �-j.7�s �� 1 � `ti✓ �- \� c EDGE OF DRIVE 36.1 L FLOWED 5.8 / s_i.7 Ati;ftES 37.1 35.9 � � � � �` BUSH ROAD x "` 1"+ 'NC r LINE � f/ -t7 A;Zr--: 35.5 x [S' X 36.8 GRATE I 40.5 �w` 37.6 5 � �/ � \ �r 42.9 40 EASEMENT 36.2 I ENTRY C v 40.9 X BUILDING 4,7 y y n ` F PI & OVERHANG ° M+-+ WOOD f s� / !' YELLOW A 1 P SIGN ! TIE 70°34' 1"W0,84' I I 1 ° FROM COR 35.8 % 43.7 TIE 35.8 G V. !°f 39.9 39-f DECK yc 46.0 402 \ { �y �4 4� ti YL 43.8 f COMP r - - y,. 0 0- DUANE ER r � 10excfer-'or- revisios:�I�� I'I�>\ y-' r� "t TRANSPI-Ah�• WIG a '� Fefm-rf*J . � � tiEJ�TI�.JSE yy� !r .. °- LOT 4 project: 0404, A !i l y 42.9 sheet no. yy W CIC7D y y f E I`k�E ELECTRIC � r- �° I yx Jyr fUSH 1TE PLAN LJ H I I V PLAN TRANSFORMER err LINE �, lot 201 30` TELEPHONE ''y PEDESTAL GUY -raP 0;=EX-L `IN... WIRE AT I--1A1M1I LE L=ate'7=100 KID 2/4/04 TV UTILITY 1050.DWG PEDESTAI. POU LOT 5, BLOCK 4 A L2 � RANT BIGHORN SUBDIVISION FIFTH ADDITION TOWN OF VAIL EAGLE COUNTY, COLORADO GENERAL NOTES: RECHTER ADDITION JOB #0404-18 I. Laminated veneer lumber (LVL) shall have the following minimum properties: e. Details not specifically shown on the drawings shall be contructed in a 1. Flexural stress----------------2600 psi manner similar to the details that are shown for like conditions. These ABBREVIATION LIST 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1 DESIGN CRITERIA: 2. Modulus of elasticity------------1,900,000 psi items shall be brought to the attention of the structural engineer as 3. Tension parallel to grain---------1850 psi soon as possible for approval. Approval shall be obtained prior to Roof Live Load (Snow) ------------------------100 psf/ 4. Compression parallel to grain------2310 psi installation. CONNECTION FASTENING a' m LOCATION Reduced Snow Load (10/12 pitch)------------------80 psf✓ 5. Compression perpendicular to grain f. It is the responsibility of the contractor to contact the structural A.B. ANCHOR BOLT �,E� CD Roof Dead Load ----------------------------15 psf (parallel to glue line)-----------750 psi engineer at the appropriate time to perform site observation visits. A.F.F. ABOVE FINISHED FLOOR Floor Live Load -----------------------------40 psf 6. Horizontal shear--------------285 psi Observation visits to the 'obsite b the engineer are for determination 1. Joist to sill or girder 3 - 8d common toenail � `GNEE • •�� cv p j y q A.F.G. ABOVE FINISHED GRADE 3 - 3" x 0.131" nail �� � •ys co Floor Dead Load ----------------------------25 psf / 7. Connection of multiple-member beams: of general conformance with the construction documents and shall not ADJ. ADJUSTABLE 3 - 3" 14 gage staple > =Q Basic Wind Speed ---------------------------80 mph (Exp. B) A. Top-loaded beams be construed as inspection. ANCH. ANCHOR 2. Bridging to joist 2 - 8d common toenail each end 6, N •_ Seismic Zone ------------------------------1 i) For members 12" deep or less, nail each member g. Though every effort is made to provide a complete and clear set of APPROX. APPROXIMATELY 2 - 3" x 0.131" nail `�0'•.�1'� UBC Edition -------------------------------1997 to the next with 2 rows of 16d nails at 12 o.c. construction documents, discrepancies or omissions may occur. 2 - 3" 14 gage staple �O P y ARCH. ARCHITECT 9 9 P ii) For members greater than 12" deep, nail each Release of these drawings anticipates cooperation and continued BD. BOARD 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail PRO FOUNDATION DESIGN: member to the next with 3 rows of 16d nails at communication between the contractor, architect and engineer to BLDG. BUILDING 12" o.c. provide the best possible structure. These drawings have been 4. Wider than 1" x s" subfloor to each joist 3 - 8d common face nail a. Design of individual and continuous footings is based on an assumed BM. BLOCKING g 9 M. All lumber used in construction shall have a maximum moisture content prepared for the use of a qualified contractor experienced in the 5. 2" subfloor to joist or girder 2 - 1sd common blind and face nail maximum allowable bearing pressure of 2000 psf (dead load plus full live of 19%. construction techniques and systems depicted. BM. BEAM P joist load). n. Framing Notes: BOT. BOTTOM 6. Sole late to ist or blocking 16d at 16" o.c. typical face nail b. Foundation and retaining walls have been designed using an assumed 1. Exterior walls: B.O.W. BOTTOM OF WALL 3"3" x 0.131" nail at 1 o.14 gage staple at 12" o.c. lateral pressure of 55 pcf. A. All exterior walls are 2x6 studs ® 16" o.c. to a maximum CONNECTION SCHEDULE BRG. BEARING C. Footings shall be placed on the natural undisturbed soil, or compacted height of 12'-6", 2x6 studs 0 12" o.c. to a maximum CANT. CANTILEVER Sole plate to joist or blocking at braced braced wall panels c~j co N structural fill per the recommendations of the geotechnical engineer, height of 14'-6", and (2)-2x6 studs ® 16" to a maximum SIMPSON H5 wall panel 3 - 16d per ts" p C.J. CONTROL JOINT (4)-3" x 0.131" nail per 16" N p below frost depth. height of 17'-4" unless otherwise noted. Walls taller © SIMPSON LSSU210 CMU CONCRETE MASONRY UNIT (4)-3" 14 gage staple per ts" zoo 0 0 d. Provide continuous foundation drains around the perimeter of all than 17'-4" shall be framed with manufactured parallam CEM.. CEMENT 7. Top plate to stud 2 - 16d common end nail Z � 0 rn rn basement walls and at the base of retaining walls. Contact studs, contact engineer for spacing requirements. Cap © 1/4" STL. KNIFE P CLG. CEILING 3 - 3" x 0.131" nail z v w I I geotechnical engineer for details with a double top plate installed to provide overlapping at OD SIMPSON LSSU210-2 CENTERLINE 3 - 3" 14 gage staple o z zo r- r_ e. Provide crawl space ventilation per UBC requirements. corners and at intersections with other partitions. If CLR. CLEARANCE 8. Stud to sole plate 4 -"8d common toenail Uj vi a, a, f. A representative of the geotechnical engineer shall verify soils conditions overlap is not possible, strap top plates with metal strap SIMPSON HUSC210-2 COL. COLUMN 4 - 3 x 0.131 nail and types during excavation. Because geotechnical information was not ties (Simpson ST292 or equivalent). CONC. CONCRETE 3 - 3" 14 gage staple ZQ C o rn available at the time of preparation of the construction documents, we B. Gable-end walls shall be balloon-framed to the bottom of TF NOT USED CONN. CONNECTION have used assumed values based on similar sites in the area. rafters or end-wall trusses unless approved by engineer. CONT. CONTINUOUS 2 - gsd common end Hall J Construction of the foundation may not proceed without verifying these C. Floor or roof framing members must be aligned to bear © SIMPSON MIT49.5 3 - 3" x 0.131" nail D C values. Report any discrepancies from design assumptions within 5 inches of the studs beneath. TH SIMPSON SURI/1_12.06/9 C.P. CONSTRUCTION 3 - 3" 14 gage staple Z to structural engineer for re-evaluation of foundation design. D. Provide 7/16" thick APA rated sheathing (plywood or C.P. CRIPPLE POST 9. Double Studs 16d at 24" o.c. face nail Z C OSB) rated 24/16, exposure 1, at exterior face of exterior NOT USED DBL. DOUBLE 0 a, 3" x 0.131" nail at 8" o.c. walls. Block all horizontal joints and nail panels with 8d J SIMPSON IUT2.06 11 DET. DETAIL 3" 14 gage staple at 8" o.c. U _ � u� � u7 typical face nail 0 (0 (00) - nails spaced at 6" along panel edges and at 12" along / DIAG. DIAGONAL 10. Double top plates 1sd at 1s" o.c. m L .d- I 1 p 9 P 9 9 intermediate supports. TK SIMPSON ABE66 DWG. DRAWING 3" x 0.131" nail at 12" o.c. rn rn REINFORCED CONCRETE: E. Provide (3)-2x10 headers over all door and window DWL. DOWEL 3" ga gage staple at g2" o.c. xo v rn rn openings, with one 2x6 trimmer and one 2x6 king stud © NOT USED EA. EACH 0° a. Concrete design is based on the "Building Code Requirements for E.J. EXPANSION JOINT Double top plates 8 - 16d common lap splice � J° Q each end, unless noted otherwise. * SEE DETAIL 3 S1 12 - 3" x 0.131" nail a u- Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 1997 F. At beam bearing locations in stud walls, provide multiple- / ELEV. ELEVATION 12 - 3" 14 gage staple typical face nail in >vv UBC (2003 IBC). stud posts equal to width of bearing member unless ENO. ENGINEER b. Structural concrete shall have a minimum 28-day compressive noted otherwise. EQUIP. EQUIPMENT Blocking between joist or rafters 3 - 8d common toenail to strength of 3000 psi. 2. Interior load bearing walls: to top plate 3 - 3" x nail EQUIV. EQUIVALENT C. Concrete shall be proportioned using Type 1-11 sulfate-resistant cement. A. Interior load bearing walls are 2x4 or 2x6 studs (as 3 - 3" 14 gage age staple EXSTG. EXISTING Admixtures containing chloride salts shall not be used. indicated on plan) ® 16" o.c. with 1/2" gypsum RAFTERS SEE PLAN (E) EXISTING 12. Rim joist to top plate 8d at s" (nail at o.c. toenail d. Cold weather concreting procedures shall be provided as recommended wallboard both sides unless noted otherwise. Cap with a FOR RIDGE 3" x gage nail at s" o.c. in the ACI Manual of Concrete Practice. double top plate installed to provide overlapping at HEADER BM. CONN. TYPE EXP. EXPANSION 3" 14 gage staple at n o.c. p� e. Anchor bolts for beam and column bearing plates shall be placed with corners and at intersections with other partitions. If F.D. EXTERIOR 1e. Top plates, laps and intersections 2 - gsd common face nail E setting templates. overlap is not possible, strap top plates with metal strap F.D. FLOOR DRAIN 3 - 3" x 0.131" nail f. Expansion bolts shall be located at a minimum of 6 bolt diameters ties (Simpson ST292 or equivalent). 2 2 �� XRIDGEBM. FDTN. FOUNDATION 3 - 3" 14 gage staple from concrete edge and spaced at 10 bolt diameters unless noted B. Floor or roof framing members must be aligned to bear 2 FLR. FLOOR 14. Continuous header, two pieces 16d common 16" o.c. along edge J FRMG. FRAMING 15. Ceiling joists to plate 3 - 8d common toenail otherwise. within 5 inches of the studs beneath. g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum C. Provide (2)-2x10 headers over all openings in wall, with FTG. FOOTING 5 - 3" x 0.131" nail spacing with one anchor bolt at 12 from each end or corner and one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud GA. GAUGE 5 - 3" 14 gage staple a minimum of two anchor bolts per piece. each end, unless noted otherwise. GALV. GALVANIZED 16. Continuous header to stud 4 - 8d common toenail h. All exposed edges and corners shall be chamfered 3/4"• D. At beam bearing locations in stud walls, provide mulitple- -' GEN. GENERAL i. Concrete floor slabs on grade and on metal decking supported by steel stud posts equal to width of bearing member unless 17. Sec gists, lops over artions 3 - 16d common minimum, Table 2308.10.4.1 face nail G.L. GLUE-LAM 9 j p p 4 - 3" x 0.131" nail framing shall have sawn or tooled control joints at a maximum spacing L GYP. (See se ction 2308.10.4.1, Table 2308.10.4.1) 4 - 3" 14 a e sta le P 9 noted otherwise. GYPSUM/GYPCRETE g g p of 15'-0" in each direction. Locate control joints along column grid 3. Floor Construction: HDR. HEADER 3 - 16d common minimum, Table 2308.10.4.1 face nail lines where ossible and rovide slab isolation oints around columns. HORIZ. HORIZONTAL 18. Sec gists to 4.1, rafters p p j A. Provide 3 4" thick APA rated Sturdifloor rated 24" o.c., VALLEY BM. . 9 j p 4 - 3 x 0.131 nail Concrete coverage for reinforcing steel: / O (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" 14 gage staple HIP BM. SIM. HIP BM. SIM. g g p J• 9 tongue and groove exposure 1. Glue and nail panels to all ( ) ( HT. HEIGHT 1. Concrete cast against and permanently exposed to earth 3'� supports with 8d nails spaced at 6" along panel edges and 2. Concrete exposed to earth or weather ,J' at 12" along ntermediate supports. Install sheathing with INT. INTERIOR 1s. Rafter to plate 3 - 8d common toenail 9 PP g 1T Q INV. INVERTED 3 - 3" x gage nail A. #5 bar and smaller 1 ,�/2 long imension perpendicular to joists and end joints RAFTERS (See Section 2308.10.1, Table 2308.10.1) 3 - 3" 14 gage staple ^ B. 6 through 18 bar 2 � g P P j � L K KING STUD # 9 # staggered. 3. Concrete not exposed to weather or in contact with ground:�� B. Provide solid blocking between floor joists at all bearing JST. JOIST 20. 1" diagonal brace to each stud and plate 2 - 8d common face nail 3 4 LAM. LAMINATED 2 - 3" x gage nail A. Slabs, walls, joists (#11 bar and smaller) / .. locations. Blocking material shall match the floor joist 2 - 3" 14 gage staple r LLV LONG LEG VERTICAL B. Beams, columns 1 1/2" material. " " 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail M 16d NAILING SCHEDULE (.162 0 x 3 1/2 HAND-DRIVEN) LONGIT. LONGITUDINAL 4. Roof Construction: LTWT. LIGHTWEIGHT 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail REINFORCING STEEL: A. Provide 5/8" thick APA plywood Sheathing rated 40/20, MAX. L 1 2 Q each bearing wall I--) exposure 1. Install sheathing with Ion dimension T LVL LAMINATED VENEER LUMBER k� a. Detailing, abrication and placement of reinforcing steel shall be in P g g LSL LAMINATED STRAND RIM MATERIAL 23. Built-up corner studs tsd common 24" o.c. g, p 9 perpendicular to rafters or trusses and end joints staggered. 4'-0 (3)-16d (2)-16d EA. SIDE (2)-16d EA. MEMBER 3" x 0.131" nail 16" o.c. c accordance with the ACI Manual of Concrete Practice. Nail with 8d nails spaced at 6" along panel edges and at MAX. MAXIMUM b. Except where otherwise noted on the drawings, reinforcing bars shall 12" along intermediate supports. 6'-0 (4)-16d (3)-16d EA. SIDE (4)-16d EA. MEMBER MECH. MECHANICAL 3" 14 gage staple ail t t conform to ASTM Specification A615 and shall be grade 60 except ties, B. Plywood sheathing shall be applied continuously over the _ _ MAT'L MATERIAL 24. Built-up girder and beams god common at 32" o.c. face nail at top and field bent bars where permitted by note on plan, or bars to be welded, primary roof members (rafters or trusses) below 8,_0 (6) 16d (4) 16d EA. SIDE (8)-16d EA. MEMBER MANUF. MANUFACTURER e" x gage nail at 24" o.c. bottom staggered on which shall be grade 40. 3" 14 gage staple at 24" o.c. opposite sides overfromed areas to provide adequate lateral stability. 10'-0 (8)-16d (4)-16d EA. SIDE (12)-16d EA. MEMBER MIN. MINIMUM C. At splices, la bars 44 diameters. Do not weld or use mechanical p p C. Provide wind/seismic anchors at supports for all roof (N) NEW 2 - 20d common face nail at ends and at splicing devices unless specifically approved by engineer. joists and trusses. See nailing schedule. 12 -0 (10)-16d (5)-16d EA. SIDE (2)-3/4-0 THRU-BOLTS NOM. NOMINAL 3 - 3" x 0.131" nail each splice d. At corners, make horizontal bars continuous or provide corner bars. D. Provide solid blocking between roof rafters, trusses and 14'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"0 THRU-BOLTS O.C. ON CENTER 3 - 3" 14 gage staple 1� Around openings and steps in concrete, provide (2)-#5 bars extending lookouts at all bearing locations. Blocking material shall I OPNG. OPENING 25. 2" planks 16d common at each bearing 2'-6" beyond edge of opening or step. match rafter, truss chord, or lookout material. 16'-0 SIMPSON LSSU210 I SIMPSON LSSU210 (3)-3/4"0 THRU-BOLTS OSB ORIENTED STRAND BOARD 3 - 10d common face nail �1 e. Extend reinforcing steel a minimum of 2'-6" through cold joints. 5, Wind Bracing: 2s. collar tie to rafter Unless specifically located on plan or details, coordinate cold joint A. Walls over 4 feet long which are sheathed with gypsum R PLATE 4 1 3" x 0.131" nail locations with engineer. " " PLYWD. PLYWOOD 4 - 3" 14 gage staple face nail P:� f� � q wallboard on both faces and are indicated as shear walls GUN NAILING SCHEDULE (.131 0 x 3 GUN-NAILS) R.0. ROUGH OPENING 27. Jack rafter to hip 3 - 10d common toenail f. Welded wire fabric shall conform to ASTM Specification A-185. Lap on Ian have been designed to resist wind forces in 4 - 3" x 0.131" nail welded wire fabric a minimum of one full mesh plus two inches. Laps accordance with Table 25-1 of the UBC (Table 2003 IBC). MAX. L 1T Q T3 RAD. RADIUS 4 - 3" 14 gage staple shall be wired together. B. At shear walls, screw 1/2" gypsum wallboard to all studs REF. REFERENCE �1 g. Metric bar size conversion ' LS EA SIDE (3 )-NAILS table: and to top and bottom plates with #8 X 1 1/8" drywall 4-0 (4)-NAILS (3)-NAILS ( )-NAILS EA. MEMBER REINF. REINFORCE/REINFORCEMENT " REQ'D REQUIRED 2 - 16d common face nail METRIC INCH-POUND screws at 7 maximum spacing. 6'-0 (6)-NAILS (4)-NAILS EA. SIDE (6)-NAILS EA. MEMBER 3 - 3 x 0.131 nail p� le sta"3 14 -RETAINING T. 3 gage#10 #3 C. Exterior plywood or OSB wall sheathing is required unless RE 9 9 p #13 #4 specifically deleted by engineer. 8'-0 (8)-NAILS (5)-NAILS EA. SIDE (11)-NAILS EA. MEMBER REV. REVISION 28. Roof rafter to 2-by ridge beam 2 - 16d common toenail #16 #5 R.S. ROUGH SAWN 3 - 3" x 0.131" nail #19 #6 BACKFILLING: 10'-0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"0 THRU-BOLTS SCHED. SCHEDULE 3 - 3" 14 gage staple #22 #7 12'-0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"0 THRU-BOLTS SECT. SECTION #25 #8 a. Do not backfill against retaining walls until supporting elements are in SHT. SHEET 2 - 16d common face nail #29 #9 place and securely anchored, or adequate shoring is installed. 14'-0 SIMPSON LSSU210 SIMPSON LSSU210 -3 3 4"0 THRU-BOLTS ckfilling of each side of a retaining wall to final grades ( ) / SIM. SIMILAR 3 - 3" x 0.131" nail #32 #10 Concurrent ba ' " S.I.P. STRUCTURAL INSULATED PANEL 3 - 3" 14 gage staple #36 #11 as indicated c plan or section is required unless temporary shoring is 16 -0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4 0 THRU-BOLTS SPEC. SPECIFICATION 29. Joist to band joist 3 - 16d common face nail \ ' installed. STRUCTURAL WOOD FRAMING: b. Verify type of fill with soils engineer and structural engineer prior to ST SQUARE 5 - 3" x gager nail STD. STANDARD 5 - 3" 14 gage staple backfilling. a. Except where noted otherwise, all 2" nominal lumber, except studs, 3 SCALE: 3 4" = 1'-0" STR STEEL 30. Ledger strip 3 - 16d common face nail shall be Douglas Fir-Larch #2 and better, and all solid timber beams 5TRUCT. STRUCTURAL 4 - 3" x gage nail .� LOOSE LINTELS: Sl T TRIMMER 4 - 3" 14 gage staple and posts 3 nominal and wider shall be Douglas Fir-Larch #2. b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. T&B TOP & BOTTOM 31. Wood structural panels and particleboard:b 1/2" and less 8d`•' (per KRM)4 a. Unless noted otherwise, provide loose lintels as follows, one angle for T&G TONGUE & GROOVE subfloor, roof and wall sheathing 2 3/8" x 0.131" nail" C. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or .• better 2x4 or 2x6 studs per plan and shall be nailed together with 2 each 4 of wall thickness, to bear 6 minimum each end: (to framing): 1 3 f4 x K gage° rows of 16d nails ® 6" on center along each stud. I-JOIST OR LVL T.O.C. TOP OF CONCRETE 19/32" to 3/4" 8d (per KRM)4 d. Built-up beams consisting of multiple 2x members shall be nailed Openings to 4'-0 --------- 3 1/2" x 3 1/2" x 1/4" HEADER TO MATCH T.O.F. TOP OF FOOTING 2 3/8" x 0.131 nailP JOE together with two rows of 16d nails spaced at 12" on center, or Openings 4'-l" to 6'-0" ---- 4 x 3 1/2 x 1/4" DEPTH OF FLOOR T.O.L. TOP OF LEDGE 7/8" to 1" Sd°16 gageP designed by • " " °' J JOISTS T.O.M. TOP OF MASONRY Openings 6 -1 to 8 -0 ---- 5 x 3 1/2 x 1/4 drawn by JOE with two rows 1/2" diameter thru-bolts spaced 24" on center. " " r T.0. TOP OF 1 1/8" to 1 1/4" 10d° or 8d° Openings 8'-l" to 10'-0" --- 6 x 3 1/2 x 5/i6 e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and Orient lintel angles back-to-back with long legs vertical. Q T.O.W. TOP OF WALL Single Floor (combination subfloor- 3/4" and less 8d• (per KRM)" checked by better. Plates placed directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. N c~n THRU THROUGH underlayment to framing): 7/8" to 1" 8d e • f. Within floor joists spaces beneath solid or built-up columns noted on GENERAL REQUIREMENTS: ® -' TRANSV. TRANSVERSE t 2" to 1 1/4" god or 8d issued blocking of area equivalent to column above shall be provided. _I m m TS TUBE STEEL COLUMN 32. Panel siding (to framing) 1/2" or less sd' plans, g q a. Structural erection and bracing: The structural drawings illustrate the o L o TYP. TYPICAL 5/8" 8d' PERMIT 06/01 /04 Door or window trimmers consisting of a single stud do not require completed structure with all elements in their final positions, properly special blocking in the joist space. r r U.N.O. UNLESS NOTED OTHERWISE 33. Fiberboard sheathing:9 1/2" No. 11 gage roofing nailh g. Except as noted otherwise, minimum nailing shall be provided as specified supported and braced. The Contractor, in the proper sequence, shall VERT. VERTICAL 6d common nail in the "Fastening Schedule" on the drawings (2003 IBC Table 2304.9.1). provide shoring and bracing as may be required during construction to QTYP. V.I.F. VERIFY IN FIELD No. 16 gage staple' h h. Bolts used for wood framing connections shall be installed with achieve the final completed structure. Contact the structural engineer 25/32" No. 11 gage roofing nail for consultation (not in contract) as required. W.F. WIDE FLANGE 8d common nail standard washers and nuts. W.P. WATERPROOF No. 16 gage staple' i. Unless noted otherwise, steel connectors such as those manufactured b. Existing structures: Contractor shall be responsible for verifying W.W.F.' WELDED WIRE FABRIC 34 i b the Sim son shall be used to join rafters, joists or beams dimensions, elevations, framing, foundation and anything else that may . Interior paneling t/4" 4d y P Com an P y effect the work shown on the drawings Underpinning shoring and WD. WOOD 3/8" sdk e . , to other beams at flush-framed conditions. Use all specified nails. W/ WITH Connector conditions not otherwise noted shall utilize Type U or Type bracing of existing structures shall be the resonsibility of the contractor. W/0 WITHOUT NOTES TO TABLE 2304.9.1 HU hangers of a size specifically designed for the member supported, C. Dimensions: Check all dimensions against architectural drawings prior as shown in the manufacturer's published tables. Contact structural to construction. Do not scale drawings. 2 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard Sd and 10d Gun nails. P d. Construction practices: General Contractor is responsible for means, TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4 = 1'-0" engineer for details as required. a. Common or box nails are permitted to be used except where otherwise stated. j. Wood nailer plates installed on steel beams or concrete walls for top- methods, techniques, sequences and procedures for construction of this S1 b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where flange hangers shall to ripped to match the width of the wall r beam project. Notify structural engineer of omissions or conflicts between the SEE FRAMING PLANS spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, flange. Nailer plates supporting top flange hangers from one side only working drawings and existing conditions. Coordinate requirements for FOR HEADER SIZE refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. shall be installed flush with the face of wall or beam flange at the mechanical/electrical/plumbing penetrations through structural elements c. Common or deformed shank. Sheet with structural engineer. Jobsite safety is the sole responsibility of the e. Common contractor. All methods used for construction shall be in accordance f. Corrosion-resistant siding or casing nail. hanger locations. Deformed shank. k. Manufactured joists shall be from an approved manufacturer and shall PROVIDE A MINIMUM g be equivalent in load carrying capacity and deflection criteria to BCI with the latest edition of the UBC. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. OF ONE KING STUD, h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and 500 series joists in depths and spacings indicated on plan. Provide OR AS SPECIFIED ON 1 3/4 inch length for 25/32-inch sheathing. blocking, bracing, web stiffeners and other accessories as required by PLAN i. Corrosion-resistant staples with nominal 7/16-inch crown and 1 1/8 inch length for 1/2-inch sheathing and 1 1/2 inch manufacturer. length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of -� POSTS SPECIFIED ON PLAN the panel, unless otherwise marked). INDICATE TRIMMERS ONLY AND J. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. IN IN NOT INCLUDE KING STUDS k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. DO I. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. r*', TYPICAL WINDOW/DOOR HEADER SCALE: 3/4" = 1'-0" o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. JOB # 0404- 18 Sl p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requirement. EE c. CrawTspaCes accessib a through co 2x6, STUDS @ 16" O.C. W/ an opening not greater than twelve :�d� o 1/2' PLYWD. OR OSB (12) square feet in area, with five feet 4" CONCRETE SLAB ON 4" CLEAN do•.��riN SHEATHING (5') or less of ceiling height, as mea- GRAVEL BASE ON UNDISTURBED ��j•••.°pF� --- 1 1/2" GYPCRETE, TYP. su_red from the _q of the earth GRADE OR COMPACTED STRUCTURAL 1 1/4x11 7/8 1IMBERSTRAND 100'-0 the underside of structural oo'or m m FILL PER SOILS ENGINEER. LSL (OR EQUIV.) RIM T.O. PLYWD. bets othe floor/ceiling assembly REINFORCE SLAB WITH above. 6x6-W1.4xW1.4 WELDED WIRE 1/2" 0 x 10" A.B.'s @ 48" O.C. FABRIC THROUGHOUT. PROVIDE 1" IN CONT. TREATED 2x6 R �/ DEEP SAWN OR TOOLED CONTROL JOINTS AT 15'-0" MAXIMUM ~ SPACING EACH WAY. o, � � 98'-9 7 8 - !. z00 (0 (0 / \ / / / / a \_ 11 7/8" I-JOISTS PER PLAN ro� / \ ��, z _j 0 00 00 STONE VENEER �!�!�%�%%�! w C z PER ARCH. z n to (SEE 1/S3 FOR ��%�� °. TJI BLKG. PANELS @ 24" u w / CMU OPTION 4 IN FIRST JOIST SPACE W/ 0` ) (5)-8d NAILS INTO EA. N 2 / / c 0 T.O.W. = 102'-3 < 'E ° �_ \ / \ CONT. L 4x4x1/4 W/ PANEL, TYP. / / \ 1/2" x 4" EXP. ANCH.'s e S3 / J N 00 -'"" T.O.F. = 94'-8 � @ 24" O.C. a #S's CONT. HORIZ. @ 16" O.C. / 99'-9 3 4 \ \ / S2 c� 4 4 " / T.O. SLAB '� ��� \ \ 1 z .0) SIM. #5 DWLS x #5 s VERT. @ 16 O.C. / \ \ U o 00 rn �` \ @ 48 O.C. N �( [/ T.O.W. = 100'-0 D� S3 U - U) (0 rn LO 6" cc A S . �j, �s T.O.F. = 94'-8 ��� T.O.W. = 104'-0 \ L_ � °0 a') a) / f / 4" CONCRETE SLAB ON 4" CLEAN �� O \ _ , i h1 g� T.O.F. = 98'-0 xo o GRAVEL BASE ON UNDISTURBED (2)-#5's s CONT. HORIZ. a *e j/1 �,/ �. GRADE OR COMPACTED STRUCTURAL \ \ TOP & BOT. e 1/2" EXP. MAT'L, TYP. O m STEP CCp( \ \ T.O.W. = 102'-3 / / L _10° a FILL PER SOILS ENGINEER. T.O.W. = 98'-9 /8 \ \ T.O.F. = 94'-8 n > °.�' REINFORCE SLAB WITH / T.O.F. T.O.F. = 95'- 3/4 a 4" CONC. SLAB PER PLAN (NO SLAB @ SIM.) 6x6-W1.4xW1.4 WELDED WIRE OIL 94'-0 FABRIC THROUGHOUT. PROVIDE 1" / / T.O. SLAB / T T.O. SLAB T.O.W. = 100'-0 DEEP SAWN OR TOOLED CONTROL / / / 93 _g a . ;' / \ �\ / JOINTS AT 15'-0 MAXIMUM ,/ / T.O.F. / \ \ T.O.F. = 94-8 / SPACING EACH WAY. (94'-3 7/8 00 0 ° e /��i EDGE OF SLAB / \\\\ \\\ 9- /� / / PERIMETER DRAIN PER „” SOILS ENGINEER 4 8 4 93' 10\ >A 1'-4"7 --7 N 1'-4 T.O.W. = 100'-0 / O / DRAIN / >> `` / 3 O\ / / \ 10'-8" T.O.F. = 94'-8 o T.O.W. = 100'-0 - �/— ` 2 SCALE: 3/4" = 1'-0" ( I 2 T.O.F. = 94'-8 / \ S2 \ \ 9- \ I S3 12'-8 3/4" \ \ T.O.W. = 98'-978 0-, / / \ — — T.O.F. = 93 -8 / _ - - - - - — - --- - - - ---------------- \ - - - ----------------------------------------------- \ \ S2 T.O.F. = 95'-11 3/4 , !� F-•-I I I I I \ CRAWLSPACE / / tK I ry ACCESS / / I C � I I I I I I I , \ � I I I I NORTH T.o.W. = 95'-11 3/4 I I STEP T.O.F. 95-11 {{{ FOUNDATION PLAN - - ��- - - - - - - T.O.F. f SCALE: 1 4 — 1 0 t ---- -J ---------------------------------------------------------- Q--� ------------- ------------ ,� T.O.W. = 98'-9 7/8 PLAN NOTES -_-- - -_-- -- — — - T.O.F. = 95'-11 3/4 ( 10'-11 3/4" t` \ ( I 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: ; f-•� am �, T.O.W. TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING /g I �s THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE T.O.W. = 99"-9 3/41 MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. M /'S \ T.O.F. = 95'-11 3/4 _ ------------------ - 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING P:; 1 \ --------- ----- - CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. I \ \ #5 DWL$ 2'-10 EPDXIED INTO SPREAD FOOTING SCHEDULE ^ \ PRE-DkILLED 3/4" 0 X 4" i 3. STEPS IN TOP OF CONCRETE WALL INDICATED: TYPE SIZE REINFORCING P::� HOLES PACED @ 10 IN WALL, ; ; 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION ; ; A 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY ` PLUS (�) ;IN FIG. [(5)-#5 DWLS ; WALLS UNLESS NOTED OTHERWISE. _MIN. @ ;Eft. CONC. WALL] \ _ -------------------- 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" ; 2x6 STUDS @ 16" O.C. W _ _ _ _ _ ----------------------- THICK x 16" WIDE UNLESS NOTED OTHERWISE. , M 1/2" PLYWD. OR OSB / w SHEATHING j 6. DO NOT SCALE DRAWINGS. 1 1/2" GYPCRETE, TYP. 6 -11 3/4" , 7. (E) REFERS TO EXISTING CONSTRUCTION (- - -), (N) REFERS TO NEW CONSTRUCTION ( ). 1 1/4x11 7/8 TIMBERSTRAND --- - 100'_0 LSL (OR EQUIV.) RIM T.O. PLYWD. I I I 1/2" 0 x 10" A.B.'s @ 48" 0.C. IN CONT. TREATED 2x6 R o 98'-9 7/8 I T.O.W. ----------------------------------------------- I ------ - I I ----------------------------------------- all JOE I 11 7/8" {-JOISTS PER PLAN -------- ------------------------------------------------------------ -_- -_-_- -- S — — — I � — — — — — — — JII designed by __—______ J I %;�%%°:: ; JOE — I I II I I ----------------------------------------------------------- ---- drawn by STONE VENEER I L-_-------------------------------------------------------------------------� checked by PER ARCH. �`�%�\�i��� I I � — � � � � ' (SEE 1/S3 FOR ,,,, — — — — — — — — — — Q�" q" L--------------- CMU OPTION) #5's VERT. @ 16" O.C. ______________ L — issued CONT. L 4x4x1/4 W/ 1/2" 0 x 4" EXP. ANCH.'s 'a #5's CONT. HORIZ. @ 16" O.C. I PERMIT 06/01/04 @ 24" O.C. I I I #5 DWLS @ 48" O.C. g N . . i'ro� ec -(�n.►n S'. of' f T / Sewfe �n t�e� C� ( � � I 2x4 OR 2x6 STUD 2x4 OR 2x6 STUD ReIJACe I I --------------- — — r----------------� BRG. WALL ��BRG. WALL ------------------ (2)-#5's CONT. HORIZ. — — L_______________________J TOP & BOT. 1/2" EXP. MAT'L, TYP. 16d DRIVE PINS @ 16" O.C. 16d DRIVE PINS @ 16" O.C. (IF HEATED SLAB, GLUE (IF HEATED SLAB, GLUE a.: 4" CONC. SLAB PER PLAN (NO SLAB @ SIM.) CONC. SLAB PER PLAN It TO CONCRETE) CONC. SLAB PER PLAN R TO CONCRETE) _ 93'-6 _ ° d 99 -9 3/4 A °° - ° �0 99'-9 3 4 T.O. SLAB T. T.O. SLAB ,SLAB sheet 9,3'- T.o.F. Z AWN, e° .94'-3 7/8 IF - / (2)-#5's CONT. HORIZ. �� EQ. EQ.. ���/ -� (2)-#5's CONT. HORIZ. i SOIILIS ENGINEER /4-PER 4" 8" 4" TOP & BOT TOP & BOT EQ. EQ. S2 1'-4" 1'-4" OPTION 2 OPTION 1 1,-4„ 3 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" s2 s2 JOB # 0404- 18 _ vt LVL COL. FROM ABOVE 1 " 2x6 STUDS © 16" O.C. Wj �`' `DEE • .�� o 11 7/8 BCI 500 Ca? 6 1/2 PLYWD. OR OSB •`� ..,J `y TJI BLKG. PANELS BTWN. �� � • •� SHEATHING (2)-#5's ^� JSTS. C�? COL., TYP. CONT. HORIZ. o•, • ------- -- --- --- --- 100 -0 TOP & BOT. d' N 'o T.O.PLYWD. 1/2" 0 x 10" A.B.'s @ 48" O.C. ��Oj 00.0000 \ IN CONT. TREATED 2x6 FL QRO 104'-0 Aj T.0.W. I r II . . °L CRAWLSPACE STONE VENEER #5's CONT. HORIZ. @ 16" O.C. CO � 0 U N 6x6 POST - PER ARCH. ° N n o N Z ao cD (D U -0 _j p o°o Co SLAB PER PLAN -0• — ,0 () 4,r .4rr Z #5's VERT. @ 16" O.C. C Z 2 vif- rnrn REF. FTG. SCHED. 4" CMU BELOW GRADE FOR e Z � ° a ° II 4, ° °° STONE VENEER SUPPORT 4 1/2" EXP. MAT'L, TYP. '>` 0 00 J-` Lj °.d (SEE 1/S3 FOR ° •..° J ° d STL. OPTION) 4" CONC. SLAB PER PLAN D °.. a T.O. _SLAB OU N Co rn ►�Lo � EQ. EQ. / 1 1/4x11 7/8 VERSA RIM #5 DWLS x �O .a �a� -0� oo �, 0, U (OR EQUIV.) @ FLOOR PERIMETER @ 48 O.C. SCHED. WIDTH INDICATED THUS, TYP. 6" ° ° ��\����`�' m v rn 0' to �i JOX 4.j CD U > u 3 SCALE: 3 4" = 1'-0" / \�\ 00'- 0i _ ,� • S3 T. PL D. d 1 00 PERIMETER DRAIN PER O 5 SOILS ENGINEER 4" 8" 4" \\ 6 P `� " 1 SCALE: 3 4" = 1'-O" i S3 IF f I w ---------------------------- ----------------------------------------------- ---- -- - ----------------------- - -----, SST awl �- D----------- vO i r------------------------------------------------------- 2 CRA LSPA S CCE f� � CONT. 1 3/4x11 7/8 LSL � � �0 1)- 6 RIM W/ (2)-5/8"bx6" ry EXP. ANCH. 0 16' O.C. \ < O J I I I I V 1 w o 2 6 ATE 2x6 NG S D H P. TWN. RIM R A CO ~ 100' 1 __-----_________-----____--------______-----______----------- � T. PLY .. I I i I I I I I I I T L_J I I I I I I QTYP. > -- ------------ ------ , -----------� 7 r I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I L I I ' I I P I� 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB VERIFY (E) FLOOR SHEATHING STRUCTURE I i I I I I I I I I I I I 1/2" 0 x 10" A.B.'s @ 48" O.C. 1/2- EXP. MAT'L, TYP. , I I I I I I I IN CONT. TREATED 2x6 R 4" CONC. SLAB PER PLAN 100'-0 P� T.O.W. 99'-9 3/4 T.O. SLAB __j 4 ------------, r r------------------------------------------------------------------ --- I \\\�\ --------------------------- I [� y JOE %� L - �----------� I I I I r---------------------------------------------------------- I I � I deSl designed b STONE VENEER \o '-0 PER ARCH. `��\i\�i ° i���i���i��\i;� J drawn by -- \%�/ #5's CONT. HORIZ. 16" O.C. -------------� ; ------------------------------------------------------------ ------------- checked b CON T. L 4x4x1/4 W/ ______ ____ by 1/2" 0 x 4" EXP. ANCH.'s d J - issued @ 24" O.C. ° ri » (SEE 1/S3 FOR 4 #5 VERT. @ 16" O.C. CMU OPTION) PERMIT 06/01 /04 I I i I , I ------------------ r--------------__J I _________________- r----------------J #5 DWLS x co d L -------------- @ 48" 0.C. - �--- --� _ ,_ NORTH MAIN FLOOR FRAMING PLAN SCALE: 1 /4" 1 0 6" PLAN NOTES: (2)-#5's CONT. HORIZ. 94'-8 TOP & BOT. 1. VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONNECTIONS. T.O.F. a sheet 2. POSTS BELOW ARE INDICATED: C3 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: °O SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATEDA PERIMETER DRAIN PER 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN SOILS ENGINEER [4" 8" 4" RATING 24 O.C. 1'-4" 4. "0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 5. ALL FLOOR JOISTS ARE 11 7/8" BCI/500 ® 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 6. (E) REFERS TO EXISTING CONSTRUCTION (- - -- - -), (N) REFERS TO NEW CONSTRUCTION ( ). 2 SCALE: 3/4" = 1'-O" JOB � 0404- 18 s3 o 12 10 5/8" SHEATHING PER PLAN, TYP. � o TYP• 4 1/2" (3)-1 3/4x11 7/8 LVL ¢�; •; cam' CONT. 2x12 STRUCTURAL (4)-3/4"0 SUB-FASCIA, SEE PLAN THRU-BOLTS ® r i 2x12 RAFTERS �O .` .....� PER PLAN (4)-10d NAILS @ �J EA. RAFTER, TYP. � 2x10 BLKG. BTWN. 3r-, M RAFTERS ® BRG., TYP. �'pi OR BETTER COLOLAR TIE TYP. ® RAFTER & 2x6 STUDS @ 16" W/ � (1 EA. SIDE) 00 r LOOKOUT 1/2" PLYWD. OR OSB - N J� SHEATHING (D z o °0 co co LOOKOUT BRG�R & z � �oo°°oo°°o 2 SCALE: 3/4" = 1'-0" C z z In to � (n N � rna) Z SOLID BLKG. BTWN. �� F- 00 -� (3)-10d NAILS INTO LOOKOUTS @ BRG., TYP. J� x 5 p J a� A �\' ��� EA. LOOKOUT, TYP. +�, ,gyp S4 �`L+ '.� EQ. EQ. (3 `L+ �'S1 Z N .� S4 - 0)CO E 'V` (2)- 3/4x11 /8 LVL (2)-1 /4x11 7 8 LVL J L ��, XX 0 rn rn P. --- -� � B TYP. m TYP. (2) x12 CO AR © / -5 ° a L`L1 0 T BELOW ECORA E) n > 0v'v (2)-2x6 \ �© (1)- x12 ,�ro� + 2x12 STRUCTURAL D J SUB-FASCIA, TYP. CONT. 2x10 LEDGER W/ o0 2)-2x1 COLLAR 2x12 RAFTERS PER PLAN (3)-16d NAILS @ 16" O.0 BELOW j L 2x12 LOOKOUTS (EA. STUD) @ 24" O.C., TYP. 24,s L /2 2x6 STUDS ® 16" W/ D q 1/2" PLYWD. OR OSB 2x1O's ® 24>. O.C. EXTERIOR HEADERS ARE: SHEATHING (FLAT ROOF) O YP 8 �2> 2 TRIMMER 'AND/(1))2x66 1 SCALE: 3/4" = 1'-0" KING STUD EA. SIDE, TYP. � 24" O.C. OR 2x6 � " O.C. S4 S4 S4 1 3/4x9 1 LVL UNLESS NOTED OTHERWISE j CONT. 2x10 LEDGER W/ RAFTER OVER C BRG. W ALL FOR AFT FOR AF ER + ��J (3)-16d NAILS 0 16" O.C. X> lb \ 8'-3" IN LENGTH sc�\2k6 (EA. STUD) (FLAT ROOF) Q 1/ M CONT. 2x12 STRUCTURAL ��J\ p+g / © W SUB-FASCIA, TYP. VERIFY (E) ROOF FRAMING AND HEADER AT THIS LOCATION 6 (2)-3/4"0 THRU- 1/4" STL. KNIFE Vs BOLTS IN EA. (2)- j 2x10's @ 24" O.C. LVL V p / (FLAT ROOF) t� 1/4" STL. SIDE F's 3/16" Sp. ° w tK o L ~ 1 � h�1 a ( VERIFY (E) ROOF FRAMING v , 3 m I AND HEADER AT THIS LOCATION 3/16" , (4)-3/4"0 THRU- BOLTS IN EA. (3)- 1/4" STL. KNIFE ti's rY"1 LVL VERIFY (E) 1/4" STL. SIDE R's EXTERIOR, HEADERS ARE: 2x6 0 16" O.C. (3)-2x10 s W/ (1)-2x6 BRG. WALL TRIMMER AND (1)-2x6 r KING STUD EA. SIDE, TYP. (3)-1 3/4x11 7/8 LVL �,`O ,mss UNLESS NOTED OTHERWISE 12 100' 10 ®® ®® o ° ° o .7 A- designed by JOE drawn by JOE col checked by w issued 1/4" STL. SIDE R!s PERMIT 06/01 /04 5 (2)-1 3/4x11 7/8 LVL SCALE: 3/4" = 1'-O" S4 (3)-1 3/4x16 LVL 5/8" SHEATHING PER PLAN, TYP. RIDGE BM. 12 . ROOF FRAMING PLAN SCALE: 1 /4" = 1 ,—O„ NORTH 10 © TYP.' YP 5/8" SHEATHING PER PLAN, TYP. �D TYP. SOLID BLKG. BTWN. RAFTERS Q BRG., TYP. PLAN NOTES: sheet RAFTERS PER PLAN 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW ARE INDICATED: M NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATEDA 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. 2x12 RAFTERS 2x6 STUDS @ 16" W/ S4 PER PLAN 1/2" PLYWD. OR OSB 4. " Q " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. SHEATHING 5. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 4 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" 6. ALL ROOF RAFTERS ARE: 2x12's 0 24", TYPICAL, UNLESS NOTED OTHERWISE. S4 S4 7. (E) REFERS TO EXISTING CONSTRUCTION (- - - - - -), (N) REFERS TO NEW CONSTRUCTION ( ). JOB # 0404-18 � N 00 N M L X U w N I\ N { u° 00 Cn 5 # `` ON Existing Railroad O o Tie Steps and ' Gravel Treads Existing Railroad Tie Provide a new wall as Job No. 0408.00 Retaining 34 shown to meet the Wall 34- building. Issue Date 3615 TOW 40.4' TOV Aug.31,'04 Landin Wood Framed Existing Evergreen Steps Stone Face Existing RR Trees to Remain Tie Wall as shown, 38.9' ' 38,9 Wood provide a stone cap and Landin Landing Entry irrigation lines behing Change to Stone o cone Entry Landing to Stone on concrete the veneer. with sn°wmelt M. 36 z Entry TOW 40.4' 3 38 55 Existing - 38 Railroad emove existing tie 3912 t TOW 37.3' . planter;replace with a concrete _ Existing Tie Planter Existing 11^,... 6)5 risers ,- planter wall with ,..., s stone veneer to • = match the house Residence 35.9' rn stone as hown 5.8 zo = / Residence 3515 Planter at Driveway , Wall-motutte Heated Grade Existing / light below Stone / the(ton)cap w Walkway Drive Residence o and Landing / Garage 36 4q' Existing Railroad Stone Face Existing RR T/ Q� �� Tie Retaining Wall Tie Wall in current ' Garage Garage Caretaker alignment i 4'' Living Quarters uarters 0 1s A/ Caretaker Living _ = Quarters 1 4� 0 0 • Conditions Grading and Layout Plan Planting Plan v �X1Stin Scale: 1/8"=1'-0' Scale: 1/8"=1'-0" Scale: 1/8"=1'-0" O � NORTH ct r�te^^ 0 1-1/2" - 2-1/2" Thick Sandstone V J U 6►� Stone Cap Pavers, Random Pattern 6" ` ) Walkway light Minimum Diameter. O ✓ mounted below T ���;_•r, " Mortar Setting Bed. the stone cap = - _ Concrete Base. � Snowmelt b Others - r..� Stone paving (see Plan) : '; y 4-j 6" Stone Veneer to Match \ Drainage Swale 1� t • See Plans for Location. = v y/\\ \/ 6„ Stone Cap Stone in wall Type A X/\/\/\ \ #4 Rebar C 32 O.C. - = r\\ \\ \\ \\ \ -i--+ -1 I I=1 I I=1 I I=1 I I=1 I I=1 I \//\//\ \ Each Direction. \ \\ \\ \\// 1=1 11=1 11=1 11=1 11=1 I I �r\\r\ \\/\\/�\\/�\\/�\\/�\\/�\\/�\\\\\�\\� Existing Railroad Tie joint Sealant over Exposed w (—III—III A/i // // // // // // // // // // � C) — /\\� Retaining Wall. joint, Color to Match Mortar. -�—' =1 I IMI I MI I 1 EE I I—I I =� =1 I I= \i/\\i/\\i/\\i/\\i/\\i/ v �% \X\//\ /%// Stone Veneer to Mat h _ - - ' 3 Concrete Wall and Footer I \/\ \ \ \ 6„ o c =`. .- - : _ x.: _� . .: -•: : - :- - •._- : - :_ : - : - _ .- . -_ : 1MI I IMI I :: .IMI I IMI 11MI I !MI I I ,N\,\y\\,\\, _ •j �.. y - • - ,� Size and Reinforce as per = _ _ _ _ _ — – \/\/\/\ p _ -o. .:-' oa =o N a o •o ,. `o = - . •� —III—III ': '- III—III—III—III—III—I / / / / House Stone 5 ._• _..-_ ,a _ _ t : a: __ : :- •• - 2„ Sand Bed. Structural Engineer. _ _ _ _ _ = I ///\\//%//%// _ _ . .- - •4._ • _ = . - , : 2 Rigid Insulation. I 1—III—I I :.:r: —I I 1=1 I I=III=1 I I—I Paving associated with the = - =1 I 1=1 I 1— ` �j 1 1 I=1 I 1=1 I 1=1 I 1=1 i \ \ \ \\/ existing walls varies:see Plan. 2 ._' Q: _ -a :�}-_ '_ •_ _ Moisture Barrier. _ _ _ — \/\/\/ ,F f... - ]�.`-!'t-S'- la- —t :ti.`i_�y`ti-=- a=Y.vi•l'i'�, � �L.-�_ Y�— i F'�- � —111—III—I 1 --=ii—I I 1—i 11-11 I-11 � s Depth of existing wall is -1 I IMI I IMI I I ' =', I I IMI I F9 I I-1 11= /\\/\\/\\/\\/\\/\\/\\/\\/\\, _►i i=iii-iii i ii-iiii=iii=iii=iii=iii_=i=iii- =1 I I=1 I I : �. ,-►, =,-'i ;i :.:1:; = __ undetermined. Because of its R j longevity, it is assumed to be \\j\\j\NNj\\ structurally sound, though a #4 Dowel with Greased Sleeve III—Ili—_ —_— —III—III— =111=III=1 I I=1 I I=1 ( (=111=111=1 Structural Engineer shall determine \\��i\//\\j�j j�/e j S/�j j� \// Nt all existing walls while the re \/\/\/\/\/\/\/\/\/\/� @ 24 O.C. All Expansion Joints. =1 11=1 11=1 11=1 I I=1 11=1 11=1 I I- g Y \ri,\//\\//\\ \ \ \ \ \ \j\� NOTE: Refer to Soils Report for ex osed. �/ / / / / / / /.�/ Concrete Mix Requirements. Typical 1/2" Expansion Joint. 11=111=1 11=11 I=III=1 11= -+ I�—III=1 I I=1 I I=III=III—I I Flagstone Pavers to be Colo. Thickened Slab all Pavement I—_III Compacted Subgrade Edges and joints. 1=111=1 11=1 I I=� I RR Tie Retain Wall with Stone Veneer Buff Sandstone. g j 9 =111-111— For Exterior Pavement Only. Compacted Subgrade - Not to Scale Y� Compact as per Soils Report. Stone Wall Section Not to Scale MWN OF VAIL Sheet Sandstone Paving Detail DESIGN F ROV v �� Not to Scale STAFF APPRC3 L 1 DATE: _p of Two STAFF, IIIIIITitiitITIIII4A f IaitIIItIIiIititIIIfIItIaIiIIITIIIitIliIIIIifITIIiIIIIIIiIIITIIitIIIitifaIIItTIITitIIIIitIIIIIIITIftITIIIIIIiitItIIIIITITIitITIIitIITitC ItIIIIIititIittitITIIiIaIIfIIIIitIIit00"T,IIIaItIIIJob No. ' ,Ws.uv;IIIItIiIIOv Aug.,31,i'04 IIvi Oet 4"�04-IIIitittIiIIIifit777 IIIIITIIIIIIiIIIIititIIIiiaIIIIIitIS ItitjZjIt, 7,ItItIII3 &WOOda'ad are FhS:R J�c ep IIitIM IIIIIItsea-IiIIaITIaIIIitIqg4 p 414 bo II,W 0 ,,T�4ddrcs Imo IitIIitI2Y4Y * �Tvg�geen litIIIit1�*e s- e IIexbgad.',1Ppwer UL IIIaITIItItftIitIIiiIIIIIitItiilIII ..... .. ... Ivi pen ITIIILad IIIiII to ith IIitIitIIIIYu IiIA IIitII44 IIIIIaI77 IiItI St itIiIIIIIifIitIIItTIIIlaIIIIIIIitTIitiIIIIIIIoO iITIifITTiIIiItitIaaItIIITItIvp 19 IIIIitititIIIIIIIlIitIIIIe)qsim 2,.4 ItIIIIes IIIiIiifTe cified IIitIilIIfZ)j) tOj I ]c IiIIItebouldr, itItTILeaa tIIIIaIoW TIIIIIjr IItIIIIIIIIIIItItI4N ITitIIgT ye IIOOP7,IIIIII44 IiIIitIaIIiIittIitaIIIiITitIIe IIIIIIITIiIIIitlItIitIIaIIIittIatITIIIIIIit I?IIIIitaIilItTIIIItIItIIITITCk I1-4 IIIIiiIiiIT-01 I -S tIIIInow Im ctedf, ub a. IitFVA vM0 V...........IaIGN N"II1!17 IItITtIi45,itIIIITITaiIIUt. IIIaIIIIen 9 IIagT4vr* Ul?iefct ........ IlIIIIitIIITIIIta -it firial, I& IIIIitIct iIIiIIITIItIftIIItIIIaIllIIIIII 'A iIitIIilItI ,Ti IIIIitIiI7 'Shept-�IIitIIIIitaITTitIIIIIIIIItIIi1 4 itaIIIIIIIIitIIitIIINIIiIIiw I 7 tL JI I ItIiIIiIIiiIiITIIITItI77 IItIItII BASIS OF ELEVATION SEWER MANHOLE B-81 RIM ELEV. 8523.0 INV. ELEV. 8517.6 FED. PIN YELLOW PLASTIC CAP \ ELEV. 8523.5 i INDICATES CONIFEROUS TREE WITH APPROXIMATE 3.0' DIA. TRUNK NOTES: 1) DATE OF SURVEY: 2/3/04 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR TILITY & DRAINAGE EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, -. 41 " E EN ASEM T EDGE OF RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER x ,;� " - r ; =-�` \WATER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL I ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY `� ` _ - BUSH ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE ------------ =�� �LINE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. CENTERLINE INDICATES CONIFEROUS TREE WITH APPROXIMATE 1.5' DIA. TRUNK 4) 2' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST GORE CREEK - BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. LOT 6 5) BASIS OF ELEVATION: SEWER MANHOLE B-81, E.R.W.& S.D. SEWER ASBUILTS (NAD29), r LOCATED NEAR NORTH CORNER OF LOT 5. \ - 6) BASIS OF PROPERTY LINE LOCATION: FOUND NORTH CORNER LOT 5 & # 5 REBAR AT N COR LOT 5 BLOCK 5. WOOD \ �� ate' \ SUNDIAL 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE �'' TIE / �\ \\ �O, - _ \ INDICATES CONIFEROUS TREE WITH APPROXIMATE 1.0' DIA, TRUNK AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD ' %� PLANTER ,nO BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND co \ PEDESTRIAN \. SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. p / �� \ EASEMENT o J 8) TWO STORY WOOD AND ROCK HOUSE. 1 \ \ -------- > \ \ 9) 100 YEAR FLOOD PLAIN SHOWN HEREON IS BASED ON TOWN OF VAIL 1982 FEMA FLOOD INSURANCE STUDY MAP No. 080054-0004. ITS LOCATION IS APPROXIMATE AND SUBJECT TO CHANGE. INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.7' DIA. TRUNK 110.01 20.0' UTILITY I ° { EAS MENT \, \ . INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.5' D1A, TRUNK 9 �; ,,. \ \ 38.7 \ 3 3.9 \ S / / - - -- \ \\ \ INDICATES CONIFEROUS TREE WITH APPROXIMATE 0.2' DIA. TRUNK \ 4Q T - \ 4k ' BUILDING 42.9 OVERHANG - 7 IS, 38 15.0' 4 36.5 BUILDING 43.9 \ 50' SETBACK 40.2 �� APPROXIMATE 100 YEAR FLOOD PLAIN } _ OUTLINE \ \ \ INTERPOLATED FROM TOWN OF VAIL, 5.0' TO CENTERLINE ��� OF RIVER 1982 F.E.M.A. FLOOD INSURANCE STUDY Y 9.7 N�\ ' 35.5 v' �' / ,, j { \ PATIO � i �,:;: _ 37.3 cc _ - BR ` �� , X DECK 2.50NZE \ WOOD TIE _ 3 SC RET 11aA AINA G ` ► a 3� 8 9 SCULPTURE WALL -- lJ n 42.7 40.2 37.1 \� f �" 1 WOOD STONE _ BENCHMARK - EVS �� 5 0' "''� EDGE OF ASPHALT = '\, TIE STAIRS WALL CONTROL POINT "A" DRIVE 36.4 WALL }' �' ELEVATION: 8542.7 \' / PLANTER 43.7 � �'�%"� i � G EDGE F LOT 5 36.1 � \ \ ROAD ROCK I 37.1 WALL 35.9 5.8 0.502 ACRES _ �o?.l a { a� BUSH / LINE 36.8 3' STORM 35.5 J a ;r �' `�� \ \£ GRATE I - � ;:, UTILITY 37.8 38.5 - -___ - --- �` ` 35.3 '. I z -... _ , 40. 40,3 \ DRAINAGE 36.2 'it. ENTRY �s 42.9 EASEMENT �f 44.7 % .r _ \ 40.3 - \ \ \ - BUILDING WOOD OVERHANG X \ \ SIGN �-t TIE \ WALL ° 35.8 \ ' X ' \� - 43.7 / \ FOUND PIN & YELLOW PLASTIC CAP 35.8 S 70'34'41" w 0.84' " `• ,, FROM CORNER \ 39.9 ' 39.7 D CK I % 46,0 X 40.2 / 43.3 / "° !: _1 43. p, 40.3 SURVEYOR'S CERTIFICATE I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was F i �� made by me and under my supervision, and that the survey is occurote and SETBACK correct to the best of my knowledge. 41.5 i --� WOOD ' ,,,�,,, FENCE 91 6 --- '�z-� i _ 1 Ston Ho fe i;o ••,F�, Colorado r�.S�. �Fi�9 Dote: a• G �S� �r - r' 15.0' �;''••.o...•• c�^' 20.0' LOT 4 s 42.9 `� f WOOD \FENCE ' ELECTRIC Z- 1` TRANSFORMER ` J �:<� BUSH TOPOGRAPHIC S U R V E Y TELEPHONE /�,, , LINE ON 10' 20' 30' LOT 5, BLOCK 4 PEDESTAL GUY BIGHORN SUBDIVISION FIFTH ADDITION \ WIRE TV UTILITY ��/ c - 41199 HIGHWAY 6 & 24, EAGLE-VAIL \ � PEDESTAL POLE TOWN ❑t" VAIL P.O. BOX 1230 FIRE ADDED SETBACKS 3/11/04 EAGLE COUNTY, C❑L CJ R A D❑ . EDWARDS, CO. 81632 \ \ HYDRANT (970)949-1406 KID 2/4/04 1050.DWG JOB No. 1050 -:±. ;�-::. x rte. .fi .- ....,. . ..: �'n, -•,.- ..0.,•., -_ -.,;. .' ;'� - - .. - - .•+• ,•.., ik err as t . r:- FOUND REBAR & YELLOW PLASTIC CAP PEAK LS 49_- . • N b 0 NOTES / DATE OF SURVEY: AUGUST, 2004 l� / BASIS OF BEARINGS: A BEARING OF S 53'59'47" W WAS USED FROM THE NORTH CORNER OF LOT 5, BLOCK 4 TO THE NORTH CORNER OF LOT 5, BLOCK 4, C MONUMENTED AS SHOWN. SCALE 1 _ 10, LOT 6 �v•'"JJ\�� PURPOSE NOTE: THE PURPOSE OF THIS MAP IS TO SHOW THE LOCATION 1 �, �� OF THE CONSTRUCTED CONCRETE FOUNDATION. o' 5. 10, so' / �. �, THIS IS NOT AN IMPROVEMENT LOCATION CERTIFICATE, ADDITIONAL IMPROVEMENTS WERE NOT LOCATED FOR THIS MAP. lr Q / •�• DEED AND RECORD INFORMATION: RECORD INFORMATION SHOWN ON THIS MAP / QJ FOR THE LOT BOUNDARY WAS -THE FINAL PLAT �5 FOR BIGHORN SUBDIVISION FIFTH ADDITION. A TITLE POLICY WAS NOT PROVIDED AND RESEARCH / GORE CREEK FOR RIGHTS OF WAY, EASEMENTS, OR SETBACKS WAS NOT PERFORMED BY THIS COMPANY. j' � o. ro ' E \ EXTERIOR p / OF oo J \ / / CONCRETE N < FOUNDATION G / EXISTING \ Y/ DWELLING ZppO / 50' SETBACK / TO CENTERLINE / OF CREEK SCALED FROM A TOPOGRAPHIC MAP / PREPARED BY n EAGLE VALLEY SURVEYING 8 DATED FEB. 23, 2004 FOUND i EXTERIOR REBAR & YELLOW OF LOT 5 rn CONCRETE / PEAK TISURVEY FOUNDATION /, 'OWN OF VAtI; Q < / DESIGN REVIEW STAF F APPROVAL ' Q $60 g- (SATE: nY ma , v� STAFF:- - - - - - SURVEYOR'S CERTIFICATE � 1 cp I, RICHARD E. BORDEN, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND Q J Z / SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, AND THAT LOT 4 / ALL THE INFORMATION HEREON IS TRUE AND ACCURATELY SHOWN TO THE BEST BILK 5 OF MY KNOWLEDGE, INFORMATION AND BELIEF. 16 `\\\\\111111101111,j ® FOUND \ pE��s #5 REBAR C—. DATE: DECEMBER 7, 2004 •c-- z��;� I � o o " Ill / RICHARD E. BORDE J P.L.S. 30084 = r ® -0 �/J �o^o• :.: \ < LOT 5 BLK 5 \ !/ F ••. ° / VA i II iiu o\\§1 e �PS�M o LOT 4 bt o ° O�P\NPG >�o 5�p / 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 survey be commenced more than ten years from the date of certification shown hereon. Starbuck Surveyors P.O. Box 1584 • 0031 Eagle Park East Drive, Eagle, CO 81831 • (970)328-7208 FOUND IMPROVEMENT LOCATION REBAR & YELLOW LOT 5, BLOCK 4, PLASTIC CAP BIGHORN SUBDIVISION FIFTH ADDITION LS 49_— \ TOWN OF VAIL, EAGLE COUNTY, COLORADO DRN. R.B. C:\R123\204-46 CHK. SHEET 1 OF 1 DATE DEC. 7, 2004 JOB NO. 204-26 :x