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Home My WebLink AboutB07-0255 Plans pages 51-107SEE ARCH. FOR STAIR RISE AND RUN TYP. NOSING T.O.W. CI( #5 CONT. HORIZ. STRUCTURAL STAIRS 6" CONC. SLAB SEE DETAIL 5/S8 OIL STL BEAM PER PLAN-/ CONT. CURVED L4x4x1/4 VV/ 3" H.A.S. 3/4"Ox4" EXP. ANCH @ 10" @ 24" O.C. O.C. 8c 1/2"0x3" H.A.S. @ 2x6 STUDS @ 16" O.C. - PLYWD. OR O3B SHEATHING / JOISTS PER PLAN LEDGER PER PLAN FAI ' #4DWLSx VARIES #5 DWLS .�O1T7'-O T T{lF Co PER DRAIN PER SOILS ENGINEER 2. BOLTS PER LEG t� Cv Co ~ � _ m m . -1 _ _ / -#5`s @12" EA. WAY -- STRUCTURAL STAIRS - SEE DETAIL 5/S8 --/11-#4 CONT. HOR|Z. #5's CONT. HOR|Z. @ 16" O.C. 'o CONT. HDR|Z TOP &BOT 2x12 RAFTERS PER PLAN RIDGE BEAM PER PLAN 1/4 KNIFE R W/ (0)-,3/4"0 THRU-BOLTS /R /2\-3/4"0 x 1'-4 LAGS KNIFE PLATE (2)-3/4"0 x 1'-4 LAGS SCALE: 3/4" = 1`-O" |^ |~ ` l L | | | � 10, � | KNIFE PLATE , �v ~` 1 1/2" 3° " ' " 1,3%3"ll 11 1 1/2" `- KN 21-41) ;CZ14 . PLATE 2x`12 RAFTERS PER PLAN �� wi-�~ 'L-I` '1-�'` 0 0000 00 0 - NAL L 00 00 Ld Lo cc designed b drawn by MTNZJDH checked by issued PROGRESS 06/19/07 PERMIT 06Z28/07 REVISED 11 02 07 AREVISED 11Z14/07 sheet z--\A 8 JOB #0705-31 N . . 8 : 1 1 ?0 0 LOT # 23, BLOCK # 7 VAIL VILLAGE 1ST 254 BEAVER DAM ROAD WEST UNIT VAIL, COLORADO 81658 •: i ar"" 1 -ini OCTOBER 4, 2007 C.T.A.P. TOPOGRAPHIC SURVEY El LOWER LEVEL ELECTRICAL PLAN SDI SITE DEVELOPMENT PLAN E2 LIVING LEVEL ELECTRICAL PLAN L1 LANDSCAPE DEVELOPMENT PLAN E3 UPPER LEVEL ELECTRICAL PLAN L1.1 LANDSCAPE DEVELOPMENT PLAN (DEMO - REVEGITATION) RCl LOWER LEVEL REFLECTED CEILING PLAN ELP EXTERIOR LIGHTING PLAN RC2 LIVING LEVEL REFLECTED CEILING PLAN C001 SEWER MAIN RELOCATION EXISTING CONDITIONS RC3 UPPER LEVEL REFLECTED CEILING PLAN C002 SEWER MAIN RELOCATION PLAN AND PROFILE C003 SEWER MAIN RELOCATION CONSTRUCTION DETAILS S 1 GENERAL STRUCTURAL NOTES Al LOWER LEVEL FLOOR PLAN S2 FOUNDATION PLAN A2 LIVING LEVEL FLOOR PLAN S3 MAIN FLOOR FRAMING PLAN A3 UPPER LEVEL FLOOR PLAN S4 UPPER FLOOR/ LOW ROOF FRAMING PLAN A4 ROOF PLAN SS ROOF FRAMING PLAN AS NORTH /WEST ELEVATIONS S6 STRUCTURAL DETAILS A6 SOUTH /EAST ELEVATIONS S7 STRUCTURAL DETAILS A7 BUILDING SECTIONS AA / BB / CC A8 NORTH /EAST ELEVATIONS (3/1611 — 1 A9 SOUTH/ WEST ELEVATIONS (3/1611 =I 1 A10 WEST ELEVATION (PRIMARY UNIT) All ARCHITECTURAL DETAILS Al2 ARCHITECTURAL DETAILS C um RADIUS = 1205.15' DELTA = 9*25'18" ARC = 198.27' TANGENT = 99.35' CHORD = 198-02' BRG = N82*20'36"E POAD BF R D A 0 50 EXISTING 4-0" CONCRETE PAN W/ 2" INVERT, NO HEAT ELECTRICAL LINE (VERIFY), WATER LINE (VERLEYY� -- MH 0920 ' OUTLINE OF EXISTING RIM ELEV. = 8173.2 VEGITATION NVERT IN = 8164.1' INVERT OUT = 8164.3' (BASIS OF ELEVATIONS) FOUND PIN AND CAP EXISTING PREMISE ID. (254) L.S. NO. 16827 LOT 24 EXISTING 18" c SITE COVERAGE ' BUILDING SETBACK PAL RESIDENCE 254 BEAVER DAM RD. OCTOBER 4, 2007 BON BIBW-o -4 / / I \1�� ..... _..._ -__. o° � � U Al 190 8188.5 PATIO . ....... 189.1 + EXISTING PATIO (REMOVE) 90.1 T p (VERIFY, TON 81% BON 815q -o `°- 8194.4 , t 1 , ` _ _...- ' WINDOW N NEW PROPERTY LINE .0w. FOUND PIN AND CAP )r FOUND PIN AND CA P L.S. NO. ????? NIND�N WELL DRAINAG� SNALE -HEATED STONE PATH LOT 21 L.S. NO. 16827 LOT 25 HEATED = 1,535 SQ. FT. SITE DEVELOPMENT PLAN MIN. REQUIRED - 153 50. FT. PROPOSED = 32q SQ. FT, SCALE 1 10' -0 LANDSCAPING: LOT 23A, LOT SIZE .226 ACRES = q SO. FT. MINIMUM ALLOWABLE = 60% = S SQ. FT. PROPOSED = 62% OR 6 Iq3 50. FT. ti LEGEND 2" SPRUCE 3" SPRUCE 4" SPRUCE 6" SPRUCE 10" SPRUCE . SP 100, 2" PINE "d 4" PINE 0 10" PINE 12" PINE FOUND PIN AND CAP 2" ASPEN "LS 26598" LJ z 0 A, EXISTING MH RIM = 8197,85' INV IN = 8190.00' INV OUT = 8189.60' rn LOT 22 VAIL VILLAGE FIRST FILING BLOCK 7� M 0 0 Z 9 it fo 0 LA C0 M - H 81 WALL EXISTING HOUSE, LOCATION PER OTHERS. EXISTING HOT TUB, LOCATION PER OTHERS. UJ FOUND PIN AND CAP LOT 20A LS 30091 VAIL VILLAGE FIRST FILING BLOCK 7 C� 0 (0 0 2: Z 0 K z z TREE LEGEND 2" SPRUCE 3" SPRUCE 4" SPRUCE 6" SPRUCE 10" SPRUCE fh 2" PINE "d 4" PINE 0 10" PINE 12" PINE 2" ASPEN LJ z 0 z 6" ASPEN z Ld GRAPHIC SCALE 10" ASPEN qt� 0 X 0 NOTES: 1. Utility locates are the responsibility of the contractor. Not all utilities were field located for this project and additional buried or hidden utilities may exist in locations that vary from as shown here. 2. ERWSD stands for Eagle River Water and Sanitation District. 3. Basis of elevation based on rim elevation from ERWSD asbuilts as shown on this plan. 4. Due to 2-3 feet of snow at the time of survey all improvements may not be shown. 5. Date of Survey: March 12, 2007. 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 THE CERTIFICATION SHOWN. 11110 • • mom ( IN FEET ) I inch = 10 ft. IN V If '-,= 8172.12"- ri rn 0 A QJ Il U ti Cr) z X 0 to z LEGEND C-4tl) .(D(o 0 C'4 a, EXISTING DITCH X Q �Q z W6 �11 ES � ES � ES � ES �11 EXISTING SEWER 0 wawoul WWW"- no#"" MAVMNM EXISTING WATER III w z M 0 EXISTING CULVERT 111 C' 1 0 o w 111 re ` . �� z 0 LLJ W EXISTING SEWER MANHOLE EXISTING GAS METER r2 -F EXISTING MH Q EXISTING CONTROL VALVE RIM = 8173.20'(BASIS OF ELEV) INV IN(W) = 8164.06' INV IN(S) = 8164,30' INV OUT = 8164.04' U-1 < V. - t C3 N" 0 ft 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' EXISTING SANITARY SEWER ALIGNMENT O 0 "d 0 ( 01 LJ z 0 z Li z Ld GRAPHIC SCALE 0 qt� 0 X 0 CtT 10 0 5 10 20 40 1 ( IN FEET ) I inch = 10 ft. IN V If '-,= 8172.12"- ri rn 0 A QJ Il U ti Cr) z X 0 to z LEGEND C-4tl) .(D(o 0 C'4 a, EXISTING DITCH X Q �Q z W6 �11 ES � ES � ES � ES �11 EXISTING SEWER 0 wawoul WWW"- no#"" MAVMNM EXISTING WATER III w z M 0 EXISTING CULVERT 111 C' 1 0 o w 111 re ` . �� z 0 LLJ W EXISTING SEWER MANHOLE EXISTING GAS METER r2 -F EXISTING MH Q EXISTING CONTROL VALVE RIM = 8173.20'(BASIS OF ELEV) INV IN(W) = 8164.06' INV IN(S) = 8164,30' INV OUT = 8164.04' U-1 < V. - t C3 N" 0 ft 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' EXISTING SANITARY SEWER ALIGNMENT 01:7 ZI-{ 0 "0 I PROPOSED MHOOI 48" DIAMETER RIM = 8197.00' INV IN = 8189.37' INV OUT = 8189,17' EXISTING MH RIM = 8197.85' INV IN = 8190.00' INV OUT = 8189.60' INV OUT NEW = 8189.60' 20' ODE EASEMENT BASED ON SEWER MAIN COVER OF 4_5 TO 8.5' MAXIMUM 0 °« RN a -a PA TUY ELh 8150.00 PROPOSED MH002 48" DIAMETER RIM = 8188.86' INV IN = 8182.01' INV OUT = 8181.81' PROPOSED MH004 48" DIAMETER INV IN PROPOSED DITCH INV OUT = 8165.93' LOCATION PROPOSED GRADING EXISTING DITCH PER ARCHITECT, TYP. LOCATION 0 90.Q PROPOSED NARA BOULDER WALL 95.0 A PS 5. 5 - 7% APPROX 0 0 !�1 1 0 5' WIDE EASEMENT O� W LU 0 < f-- UJ LU LU X L, 0 � APPROX LIMITS OF �_POD ASPHALT REMOVE AND REPLACE PROPOSED SAW CUT EXISTING MH RIM = 8173.20'(BASIS OF ELEV) INV IN (W) = 8164,06' INV IN(S) = 8164.30' INV IN NEW = 8164.30' INV OUT = 8164.04' C) V- co EI UJ Z > > > ii I _q ; CO-1 EXISTING DITCH � PS � PS � PS � PS � PROPOSED SEWER x50 PROPOSED SPOT GRADE PROPOSED SEWER MANHOLE EXISTING SEWER MANHOLE aM EXISTING GAS MARKER ev EXISTING CONTROL VALVE TREE LEGEND I,- 2" SPRUCE 3" SPRUCE 4" SPRUCE < UJ 6" SPRUCE 10" SPRUCE 2" PINE 4" PINE 10" PINE 12" PINE %M 2" ASPEN 6" ASPEN 10" ASPEN GENERAL NOTES: 1. Utility locates are the responsibility of the contractor. Not all utilities were field located or shown for this project and additional buried or hidden utilities may exist. 2. Protect all trees to be preserved during construction operations per architectural plans and to the satisfaction of the owner. 3. Stabilize all points of ingress and egress with stabilized construction entrance to prevent tracking of sediment onto public ways. 4. Install sediment control measures prior to any demolition or excavation. 5. Provide continuous inspection and maintenance of all sediment control measures to insure that maximum sediment control efficiency is obtained until final stabilization of site has taken place. 6. Basis of elevation is rim elevation of existing manhole from ERWSD asbuilts as shown on plan. 7. Encroachment agreements may be required by ERWSD for all landscaping, patios, the snowmelted driveway and roof eaves, owner to coordinate with ERWSD. 8. The purpose of this plan is to show sewer main line relocation only, all grading, demolition and landscaping are not a part of this plan. Refer to architectural plans for additional information. 9. Contractor to verify that owner has approval for all work outside of their property. 10. Contractor to obtain all required road cut permits from the Town of Vail. 11. Refer to Construction Details sheet for all sewer notes. 12. The contractor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working in the town, 13. The contractor shall take all necessary precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals, etc, The contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 14. The contractor shall maintain traffic at all times to the satisfaction of the Town of Vail and the owner. The contractor shall minimize traffic disruptions and provide adequate safety precautions to ensure public safety. 15. Safety is the responsibility of the contractor. The engineer is no responsible for safety in, on, or about the project site, nor for the compliance by the appropriate party with any regulations relating hereto. 16. It is the contractors responsibility to obtain (and conform to) all construction permits. 17. The contractor shall minimize all off site tracking. All soil tracked off site shall be immediately cleaned up to the satisfaction of the Town of Vail. 18. If any groundwater is encountered the contractor shall contact the owner, Alpine Engineering Inc. and the project geotechnical engineer immediately. 19. Observations of the work in progress and on—site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. U 0 Zi ( X 9 - n, J uiuui W to m alllllliii iiii Z wp Z Ul 446 MME 1 0, 111 ISROMNI I,- 0 < UJ 446 MME 1 0, 111 ISROMNI 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' PROPOSED SANITARY SEWER REALIGNMENT I,- 0 ' ( ' 0 ' 1 V \ 0 UJ Z Z LLJ y ci 0 3: 0 U) < Ld Co I Ld X X 0 < 0 0 0 --.> 0 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' PROPOSED SANITARY SEWER REALIGNMENT Overlay with minimum 4" H.B.P or match existing depth of asphalt, which ever is greater. 1' Saw cut 1' min. beyond trench, prior to asphalt }catch back (typical bath sides) Existing asphalt, match existing asphalt grade. Grade will be checked with a 12' level Backfill with 12" `Class 6 ABC Existing rood base Native bockfill, compacted to 95% M.P.D. 3/4" screened rock under road cut, place a minimum of 1.5' above and 1' below proposed utility or culvert utility or culvert NOTES: 1. Contractor to provide fresh sawcut 1 foot beyond construction disturbance just prior to patchback. 2. Contractor to restore all disturbed shoulder areas with 6" of Class 6 ABC and restore and revegetate all ditches, or install curb to match existing. 3. Contractor to match existing road base depth if greater than 12 ". 4. Contractor to conform to all 'Town of Vail codes for road cuts. .nr ENTRENCH N.T.S. ALL MANHOLE STEPS PLASTIC COATED 11. Alnlli`YVI [ 140 ROCK ALLOWED GREATER THAN 6 INCHES PIPE SUBGRADE, STABILIZATION MATERIAL IF REQUIRED 12 � SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS0� VARIES c ftif DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18 INCHES TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6 INCHES t� • NCH ZON MARKING TAPE TO BE PLACED 24" ABOVE PIPE OR ANY PROTRUSION r TRENCH BACKFiLL p 'r COMPACTED BEDDING wig 4 MATERIAL O p . BEDDING C q ' ZONE UNDISTURBED SQL PIPE SUB- -GRADE 6" 6" 1/4 OUTSIDE DIAMETER 12N 6" MiN. IF? iN N EAGLE RIVER WATER AND 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST SECII r R � SANITATION DISTRICT ACI -318 SPECIFICATIONS. t 2 MANHOLE TROUGH SHALL HAVE A MINIMUM OF .20' SE W ER PIPE E DROP FROM ENTRANCE THROUGH EXIT. 3. FLOW CHANNEL TO BE SHAPED AS TO NOT ALLOW STANDING WATER. SCALE, NINE DATE, 01 -01 -06 4, THE MINIMUM :DIAMETER OF MANHOLES SHALL BE 48 ", LAST REVISED 12/31/01 LARGER DiAMETERS ARE REQUIRED FOR LARGE DIAMETER ST. -REV 2006 S "lO MAINS. (SEE CH. 3. MANHOLES) CON PRECAST MANHOLE BASE AND FIRST BARREL SECTION CAST MQNOUTHIC ASTM -0478 EAGLE RIVER WATER AND SANITATION DISTRICT STANDARD MANHOLE ,A NON DATE, 01 -01 -06 A REVISE J D 12 -31 -01 S�+ `t qq CONST. -REV 2006 SEWER NOT E; �IiIIIIIIIIIIIIIIIIIIII�� 1. Sanitary sewer construction to conform to ERWSD regulations and specifications. 2. Contractor 'to provide all materials and services incidental to project to get sewer main line accepted by ERWSD. IaX 3. Contractor to coordinate all sewer main line disruption and testing with ERWSD. <� 4. Contractor to remove and dispose of all sewer main lines proposed to be abandoned.° 5. Contractor to provide pumping or sewer diversion and all incidentals necessary for sewer main line (� W construction. Coordinate with ERWSD prior to any construction. � W Z�� 6. Contractor to core manholes and plug holes from existing lines per ERWSD specifications. Z �3 7. Contractor to provide construction logistics and phasing plan for sewer main line construction. The (nu plan shall minimize disruption. 8. Sewer servlc a lines may exist that are not shown on this plan. If service lines are encountered I LJJ contact engineer and ERWSD. UJ 9. Proposed manhole 003 to have a flat lid slab and must be eccentric per ERWSD regulations for manholes with ,a depth of less than five feet. , 107. Contractor to reshape flow lines in existing manholes to accommodate new sewer main lines.'* ,< ERWSD may require replacement of existing manholes. 11. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District A (ERWSD) standards and specifications. Specifications include, but are not limited to: Standard 4 ` Specifications for Water Mains; Standard Specifications for Sewer Mains; Rules and Regulations for Water and SewlIr Service. 12. All materials and workmanship shall be subject to inspection by the districts and/or their •,Y representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 13. Compaction of all trenches shall be a minimum of 95% SPD within 2% of optimum moisture. Compaction test results shall be submitted to Town of Vail, ERWSD, and Alpine Engineering prior to acceptance. z 14. The Cont; shall at all times keep a separate full set of contract drawings marked up to fully indicate ari,- built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. As- -built drawings will be compiled by Alpine Engineering prior to final -'- acceptance. Contractor is to provide at least three ties from physical monuments to all fittings, valves, manholes and end of sewer services, per ERWSD regulations and requirements. 15. All sewer mains shall be constructed with ASTM D3034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to ASTM D-1784. Joints shall be bell and spigot type with a rubber gasket I and conform to ASTM D --1869 and D -3212. 16. The sewer main shall be tested in accordance with district standards and specifications to 0 include tamping„ televising, low pressure air test, and deflection. 0 _J 17. The contractor shall verify existing pipe or manhole inverts at tie --in paints prior to construction staking. bi - 18. Manhole rims shall be set at an elevation relative to the pavement in accordance with District > and Town of Vail requirements. Precast adjusting rings shall be used to adjust rim elevations to final -- grade. The maximum acceptable vertical adjustment is 14 inches. 19. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flaw through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent Z C) or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non -skid finish. 20. All pipe shall be installed with standard pipe bedding as shown in the construction details. Bedding material shall conform to ERWSD specification for materials, backfill and compaction. if trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. " 21. Pipe dimensions are as per plan and profile. 22. The contr(ictor is responsible to jet clean and televise all sewer lines as required until approval W is obtained frorn Eagle River Water and Sanitation District. Contractor is responsible for coordination of final inspection with ERWSD for final construction approval. 23. Sewer tap:- are not to be made and sewer service lines are not to be installed within any building footprint without confirming that all tap fees are paid. Contact Alpine Engineering, Inc. or--.. ERWSD to verify. Contractor is responsible for any fines assessed by ERWSD as a result of connecting services to mains without properly coordinating what defines a tap (as defined by ERWSD) or making taps prior to making payment of tap fee. z 24. The contractor shall conduct a mandatory pre- construction meeting with ERWSD and Alpine Engineering 48 hours prior to construction. 25. All construction shall conform to municipal or district standards and specifications and be subject to construction observation by their representatives. Copies of municipal and district standards must be obtained by the Contractor. Contractor shall have one (1) copy of the plans and one (1) copy of the appropriate specifications on the job site at all times. The Contractor shall have 0 one complete suet of the Contract Documents on the job site at all times. CL 0 FLAN VIEW ORIGINAL GROUND lw� !Qi FLOW P,i?1 ! SPRING LINE 22-1/2 FACTORY WYE RADIUS BEND (SEE SECTION 6.11 - INSTALLATION OF OR 45' BEND PIPE) STUBOUT APPLICATIONS (NO CLEANOUT) SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT. CENTER OF WYE BRANCH FLOW a. TO BE PLACED IN UPPER �. PVC CAP OR PLUG THIRD OF SEWER MAIN B" MIN.--- - 30' 3D ` PROPERTY LINE ALL MANHOLE STEPS • PLASTIC COATED MA INDUSTRIES 1 MiN. SPRING LINE � -° - 6' STEEL FENCE POST - J PAINT TOP 1' OF POST GREEN "PERMA- JOINT' STOP OR EQUAL - 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM 6 FOOT STEEL FENCE POST AT END OF LINE TO 4 FEET ABOVE GROUND - PAINTED GREEN DOES IDIOT MEET MINIMUM BURY REQUIREMENTS. 4` SECTIONAL VIEW R A-W EAGLE RIVER WATER AND 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION ^ AGLE RIVER WATER AND SECTIC7 A SANITATION DISTRICT SPECS. MARKING TAPE TO BE PLACE 3M LOCATING DISK PLACED 24" ABOVE SERVICE LINE - SEE SPECIFICATIONS APPROX. 1 FOOT ABOVE SERVICE END BUT 00 NOT BURY AT GENE AL N TE PIPE OR ANY GRADE - 1/4 INCH PER FOOT MIN. A DEPTI,4 OF MORE THAN 4 FEET SEWER PIPE PROTRUSION CONNECTION INSULATION DETAIL TAPS SHALL BE 18 INCHES. 3' MIN. 120' LESS THAN 4.5 FEET MINIMUM DEPTH (T BURY TO TOP OF PIPE OR SEPARTATiON FROM CULVERTS RIGID STYROFOAM INSULATION BOARD THICKNESS REQUIRED TO BE DETERMINED BY ENGINEER APPROVED, COMPACTED BEDDING MATERIAL UNDISTURBED SOIL MARKING TAPE TO BE PLACED 24" ABOVE THE INSULATED PORTION OF THE PIPE. TRENCH BACKFILL -- � 4 / B 1/4 OUTSIDE DIAMETER OF PIPE - 6" MIN. PIPE SUBGRADE 4 6 "MIN. 6 "MIN. 5.�4. �� I _T TRENCH BACKFILL MARKING TAPE TO BE PLACED 24" ABOVE PIPE OR ANY -- PROTRUSION °- Ta I to FLOW a. �. PVC CAP OR PLUG m B" MIN.--- - 30' 3D ` .`� ALL MANHOLE STEPS • PLASTIC COATED MA INDUSTRIES SPRING LINE J _QWE,B NOTES t 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DITRICT PRIOR TO CONSTRUCTION. INSULATION SHALL HE INSTALLED ON ALL PIPE THAT DOES IDIOT MEET MINIMUM BURY REQUIREMENTS. 2. THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION. A-W EAGLE RIVER WATER AND 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION ^ AGLE RIVER WATER AND SECTIC7 A SANITATION DISTRICT SPECS. SANITATION DISTRICT 4. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE GENE AL N TE SEWER SERVICE CULVERT. . THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER THE TOP OF THE SEWER PIPE 1. MINIMUM SEPARATION BETWEEN CONNECTION INSULATION DETAIL TAPS SHALL BE 18 INCHES. SCALE NONE DATE, 0I -01 -06 ScALEt NONE DATE, 01- 01--06 LAST REVISED 01- 01--06 LAST REVISED 01'01 5 -09 5-14 CONST. -REV 2006 APPROVED CONST. -REV 2006 I _T TRENCH BACKFILL MARKING TAPE TO BE PLACED 24" ABOVE PIPE OR ANY -- PROTRUSION °- Ta I to m B" MIN.--- - .`� ALL MANHOLE STEPS • PLASTIC COATED MA INDUSTRIES OR EQUAL "• I � +IIe i •� • li s r Ld i � is w • I _T TRENCH BACKFILL MARKING TAPE TO BE PLACED 24" ABOVE PIPE OR ANY -- PROTRUSION °- Ta I to m B" MIN.--- - .`� ALL MANHOLE STEPS PLASTIC COATED MA INDUSTRIES OR EQUAL ;j I' \ 2 't i V -9" MAX. • 16" .C. TYP 4 f#. DI, HAND SHAPE AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -C478 WITH STEPS INSIDE UP TO BE HIGHER THAN OUTSIDE LIP TOP OF BENCH PiPE PENETRATION GASKET PLACED IN CORE TO ACCEPT PIPE; KOR -N- SEAL, A-LOK, OR EQUAL PIPE: DEPTH NO LESS I 1 1 1 OW THAN MINIMUM 1 8" MIN. MiN. 12" COMPACTED 3 / 4" SCREENED ROCK 6 ft DiA PRECAST ECCENTRIC MANHOLE CONE INSTALL 1" DIAMETER RAM NECK(OR EQUAL) ON INNER AND OUTER RINGS, PROVIDE 1.5" DIAMETER RAM NECK ON MANHOLES LARGER THAN 48 . POINTS A MUST BE HIGHER THAN POINT B SECTION D -D PLAN MH FRAME AND COVER HS20 LOAD RATED OR EQUAL 2 , -D » I /RING & COVER - FINISHED GRADE I 1 1 • NEN PROPERTY LINE MUD ROOM 101 -6 FIXED EGRESS LADDER t O _ t o � { T co Q ,r I It WIN 13 ' _ oY4 It o 5_ A� WIND N WELL\ I s 1 FIXED I EGRESS LADDER 5 Y" l 1 1 LAUN R L HIGH NI DONS 2 —� � O _ t o � { T co Q ,r I It WIN 13 ' _ oY4 It o 5_ A� WIND N WELL\ I s 1 FIXED I EGRESS LADDER 5 Y" l 1 1 LAUN R L HIGH NI DONS 2 —� � (TI E) 7 - tJ o BED 1 ; MEDIA o 0 BATH 2 \ o 3 � 1 _ (GRPT.) STONE cr) ( STONE) _ � (TILE) s, I 3 2 a �� 9 3 -6Y 6 „ = 13 -oY �� 11 2 0 BED 2 / SUNK 24 (GRPT.) Q ' 8185' - 5Y" 5Y" 3 5Y2' = 5 I y , 2 � � Y2 t0 30 = ;s BATH a �' �' TILE) 24 6 = = L o _ I I 2x4 FURRING TYP. N° _ - - - -._ _._._.. ._ _ MUD (STONE) 71 1 3/ 4 11 t � 2 " 21 -011 2 ' - 0 " 1 lo �I I I I I I 4 I PROPER4 LINE 15 BU I �DING SETBACK 25' -0" SEDER EASEMENT(PROPOSED) 25 1 -011 I r N� 7 I � • � � I N � STONE VENEER-- UP 3(0 GARAGE SLAB ON GRADE i POWDER 2 2 " S ENTRY 2 ' = � '' I \.0 (STONE) -tJ 0 B ig �- UP l9 -} 182' �Y 5� I 2 4 = I •' ! I `` I r UP { l a " HEATED STONE PAT" 22.x0. 0 BED #3 CEILING BREAK EXI FRINARY U -i - LOWER LEVEL 818 -0" �? U P n I I + 5193'-4 1 1116" WROUGHT IRON RAILING 2" SLOPED STONE CAP - NROUGHT IRON RAILING BUNK ROOM . 8187' -0" 0 + 8177'-0" / \f + 8177'-0" ol lo LOW WALLS. AA A7 1 1� �b I ' NOTE. EXTE IOR ENkY STAIRS TO BE CONST UCTED "SLAB ON GRADE" NITH 6" CMU' FOR STAIRS * ARCHES ' GAS METER LOCATION r NEW PROPERTY LINE LOWER LEVEL FLOOR FLAN SCALE 1/4 = 1 - 0- I �~ I ELECTRIC TER LOCATION I � ` I HEATED DRIVE ,11 NOTE: PROVIDE MONITORED FIRE ALARI SYSTEM TO COMPL WITH NFPA 72 I I I I I ,ty s� UP r 11 I - 8181' " I I 1 t- EXT. NALL SCONCE I 1 2 0 EXT. RECESSED I 3 PATH / LANDSCAPE I Q I NOTE: ALL EXTERIOR LIGHTING TO BE D WN LIGHTING I � I I I I I HEATED STONE PATH G 401-611 WINDOW WELL BELOW 6 n 611 6 11 111 I II 1 11 I II 1 11 I It I II 1 1 1 II 1 II 1 II 1 it I tl 1 Q 3 -0 3 -0 3 -Q 3 -0 3 -q 2 -0 3 -Q 2 -0 2 -0 & -&Y2 3 -0 2 -6Y - �, r 32 -- - _ = O ELBEo oao° HIGH WIN = 1^5 0 0 a� zr 23 64 t t 3 , - „ & , -Q „ 4 , -011 - 24 to MASTER BED =� 5Y2 2411 5 Y2" M. BATH 5 " o Y' w KITCHEN, » 1-f-1 (CRPT.) 15 (T NI( 1 I (WOOD) " a 21 -011 24 • NEW PROPERTY LINE ,- I OK DECK i� LINEN = ✓� s - 0 o to 2 t NOOK ,_... - ..._.. - - ...®,... - ........ - - ..�.... - - t i � -�' -i,�} &iq5' -Q" T to 17 (WOOD) 33 I ®511 5 t_ q u AI _ �} 1 NEW UPPER WINDOWS `—' „ _ 5Y2 5 2 1 ° DRESSING 7` - „ 72 (TILE) t m 15 -1 6 tl oil _ 5y2t1 5Y2" 14 36 „ BUILT - CLOSET Y 3' -11Y2 2 -6 2 -6 2 -6" O , 'd r 0 0 o t _ to 13 _ o il y 0 - - - - -- t2 -- - �t 30" Y2 5 11 2A •� �� i Y2 IN m 13 cO = 11 1 - t#i�� I I I rj hl n\ LINEN GAB. — — — — — — — — — — &'-7'4 34 35 36 PO DER LO- � DW KITCHEN i 2 1_6 11 12 2 -6" 12 12 2 6 _0 -t 37 of (TILE) \` 3� (TILE) I 2! Ap DW NOOD i 4-0" - 20' -1 - I r 04 �A 6yVx WALL OUTLINE ABOV DINING I a II (11400D) MASTER BATH II '`� I I O t I � r I I s o O 23 PROPERTY LINE 1`\ 1F,l -()"l RIM Tait r_ <';= — rR e w DECK TO BE REMOVED m l V REF. FzR. III Q ' 5y211 5Y 11 MASTER BED - II ti ao ( STONE VINEER s ,^ CENTER LINE - (HOOD) _ DN `✓' _ m III � 2'��° � � �, III (W ENT DN rr LIVING E XIS T ING FRINARY U II (HOOD 2 I� T R81 -011 N ® 4' 31-011 Wr NEW UPPER WINDOWS l 1 a WALL TO BE REMOVED J \v \ \ F.P. OPEN TO BELOW &lq7' q 3/ &'" 1` 3 S a 4 52 °; 12 tv Z d Q z 40 10 - pct+ f 1 " 12 $1 ' -0' -� 13 A i j Z r�0 rl- o 1 -rlY 1W In] AA U CL ( A7 &lq7' -q 3/ 8" ,, rbyA xx O r$ /A HEATED STONE PATH (WEATED FLAGSTONE) I NEW PROPERTY LINE ROOF OUTLINE GARAGE OUTLINE BELOW 1 EXT. WALL SCONCE ' 2 ® EXT. RECESSED LIVING LEVEL FLOOR. PLAN B A PATH / LANDSCAPE NOTE: ALL EXTERIOR LIGHTING TO BE DOWN LIGHTING SCALE 1/4" = 1' - 0' 1 - - 7 m1M. INTERIOR DOOR SCHEDULE (254 BEAVER DAM ROAD) # ROOM TYPE JAMB HINGE W x 44 REMARKS 1 Garage 5C 5 1/2" Right 3' -0" x 8' -0" 20 Min. W/ Closer 2 Powder Sc 5 1/2" Right 2 x 8 3 Laundry Sc 5 1/2" Left 2 -8" x 8 4 Bed 2 Sc 5 1/2" Right 2' -8 x 8' - d " 5 Bath 2 Sc 5 1/2" Left 2 -6 x 8 -0" 6 Bed 2 (2)SC 5 1/2 < > 5' -0" x 8 7 Bath 2 Glass 5 1/2" Left 2 -0 x 6 shower 8 Bed 1 5C 5 1/2" Left 2 -6" x 8 -0 q Bed 1 (2)SC 5 1/211 < > 41 -0 x a 10 Bath) 1 5C 5 1/2" Right 2 x 8 11 Entry Sc 5 1/2" Right 2 x 8 12 Powder Sc 5 1/2" Right 2' -6" x 8' -0" 13 M. Bed 5G 5 1/2" Right 2 1_ 6 11 x 8 1 -0 11 14 M.Closet SG 5 1/2" Pocket 3' -0" x 8 - 0 11 15 M.Bath Sc 5 1/2" Left 2 -0 x 81_011 16 M.Bath Glass 5 1/2" Right 2' -0" x 6 -0 shower 17 M. Bath SC 5 1/2" Left 2' -0" x V -0 18 Delete 19 Bed 3 Sc 5 1/2" Left 2' -6 x 8 -0 20 Bed 3 (2)SC 3 1/2 Slider 4 -0" x 8 -0" 21 Bath 3 Sc 5 1/2" Left 2 -6" x 8 22 Bed 4 SC 5 1/2" Right 2 1 -8 11 x 6 1 -0 11 23 Bed 4 (2)SC 3 1/2" Slider 4 -0 x 8 -0 24 Bath 4 Sc 5 1/2" Left 2' -6 x 8 C) COPYRIGHT STEVEN JAMES R1DEN A.I,A. ARCH JTECr P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENTOF PROFESSIONAL SERVICE, ISTHEPROPERTYOF STEVEN JAMES RIDEN A.LA. ARCHITECT P.C, AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AVIHORIZATION OF STEVEN JAMES RIDLM THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXIST MT FIELD CONDITIONS TO',TRIFY THAT THOSE SHOWN REFLFCT WORK ON THE DRAWINGS. THE CONTRACTOR SHALLREPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECTHEFORE PROCEEDING DRAWN BY, TH DATE: OCT. 4 2007 ISSUEE, G.T.A.P. P REVISION DATE LN177AL H U W H U w � 1� w M W • N t., ao H �0 oo �t H tU U z '4a rn W O w w H o W w C) COPYRIGHT STEVEN JAMES R1DEN A.I,A. ARCH JTECr P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENTOF PROFESSIONAL SERVICE, ISTHEPROPERTYOF STEVEN JAMES RIDEN A.LA. ARCHITECT P.C, AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AVIHORIZATION OF STEVEN JAMES RIDLM THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXIST MT FIELD CONDITIONS TO',TRIFY THAT THOSE SHOWN REFLFCT WORK ON THE DRAWINGS. THE CONTRACTOR SHALLREPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECTHEFORE PROCEEDING DRAWN BY, TH DATE: OCT. 4 2007 ISSUEE, G.T.A.P. P REVISION DATE LN177AL 29 ( it 0 (o il (o il (o il 2 2 1 1 2 1 1 2 1 51-011 1 2 1 1 2 1 1 2 12 N Ii cR �,11110 PIR NEW PROPERTY LINE TY ROOF BRACES BELOW (TYP. —ROOF BELOV4 X T EXISTING PARAPET ROOF I XISTING F EXISTING ROOF 4 7:12 y. F1 55 r 7:12 OVERFLON DRAIN! ROOF DRAINS— EXISTING SCUPPERS (TO REMAIN) z 4 0 I- LU O EXISTING ROOF BED 3 (CRPT.) RM Eel N 1 1' - 7 -OY4 1 7:12 31 _Qu F F 7:12 N 0 DECK "PATINA" COPPER SHINGLES Aolrm N M ROOF OUTLINE BELOW BUIL DING OUTL INE BEL OW GC , (N 0 I 0 1, SY2 S 45 Z I � 0 , \\ \ BED 4' co 0 , tO BY2 A 1—i Fs� L11 q1I 1- PROPERT� LINE 2 820V-0" 15 BU DING SETBACK (Nooci) al nil A= M KI C 24 79 I ROOF BRACES -OV4 (TYP.) N 5q STONE VINEER ROOF OUTLNE ABOVE - il UP 251 o 402 54 B V AM ROAD, LOT #23, BLK #7, V.V. 1ST 10-4-07 E TFR1 R D�OR AND WINDOW SCHEDULE 3205'-O" \X # R M TYPE HINGE SILL HT. x 44 REMARKS 1 Entr 2 I sc Right x 81-011 Custom verify A! 1 11 I �Z�_ e . I \ \ - ;z Gar v.". Top I x O-V wood clad 6x6 PURI INS 3 d Case Left 4 11 x 5 / �\ I \ A 1 11 1 11 1 il is W OL X I EXISTING ROOF EXISTING GARAGE OUTLINE UPPER LEVEL FLOOR PLAN SCALE 1/4 = 11-011 MILVA"M IG" 6 3 y:?Jj( 0 BATH_ 4 jjay2 11 D STRUCTU L TliZbSSES (N D 7 12 14 \v- 16 4 17 Iq Case MU Case MU Case M Case Mu Case Entry Case Entry 5C Entry case Living Awn Living Case Living Picture Living Awn Living Case Living Case Living Picture -I - 0 Right 81-011 Left 81-011 Right 51-011 11 Fixed 81-0 Left 51-011 Right 2 Right Left 2 Top Right 41-011 Fixed 11-60 Top 11-60 Right 4 Right 2 Fixed 2 %P- A 5 - 0 21-01 x 2 2 x 2 2 x 21 21 -0 1 X 2 2'-0' x V-0" x 3 x 8 Custom verify If-60 61-01 3 x 2'-6" 31-011 x 4 q l -011 x 7 31-011 21-611 31-011 41-611 3 1 -0 11 6 1 -0 11 71-011 81-011 40 3 20 Living Case Right 21-011 3 : -0 : al : -011 21 Living Full Lt. Left - 0 -0 11 22 Nook Case Right 3 21-01 51-011 23 Nook (2)Casr, < > 31-611 6 1 -0 11 5 1 -0 11 24 Nook Case Lef 1 21-011 3 1 - 0 25 Kitchen Case Right 0 21-011 x 4 de' 26 Kitchen Cos (01-011 51-0 il Left x 4 o 27 M.5ath Case Right 2 x 2 28 M.5ath Case Left 61-011 :2 x 2 -A-A 2q M.Bath Case Right (01-011 2 x 2 A7 30 M. Bed Case Right 5 1 -0 11 31-011 x 31-011 3 31 M . Bed Case Fixed 3 x 3 32 M. Bed Case Left 51-011 3 x 3 33 M. Bed (2)Full Lt. < > 6 1 -0 11 x 5 1 -0 11 34 M. Bed Case Right 5 2 x 2 35 M. Bed Case Fixed 5' - 2 x 2 36 M. Bed Case Left 0 2 x 2 • 37 Hallway Case Right 51-01 2 x 2 38 Entry Case Right 12'-0' 31-611 x 31-611 3q Living Case Fixed q 1_ 0 11 31-011 x 2 40 Living Picture,- Fixed q 1_ 0 11 q1_011 x 2'-6" 41 Living Case Fixed 011-011 V-0" x V-6" 42 Living Picture Fixed 11 4 x 4 43 Nook Picture Fixed 61-011 x :2 44 Nook Case Right 12'-0" 2-6" x V-6" 45 Nook Case Fixed 12'-0" 2 x 2 46 Kitchen Case Fixed 12 2 x 2 NEW PROPERTY LINE 47 Kitchen Case Le ft 12 2 x 2 48 Bed 4 (2)Case < > 3 4 x 5 4 Bed 4 Case Right 51-611 2 x 2 50 Bed 4 case Fixed 51-611 2 x 2 51 Bed 4 Case Left 51-611 2 x 2 52 Bed 3 Cos Right 2 x 2 1 53 Bed 3 case Fixed 5' - 2 x 2 54 Bed 3 Case Left 51-61, 2 x 2 65 Bed 3 (2)Case < > 21-011 0-0 11 x 6 1 -0 11 66 Bed 3 Case Right 31-011 3 X 5 57 Hallway Case Right 4 2 x 2 58 Hallway Case Fixed 4 2 x 2 6 Hallway Case Left 4 2 x 2 60 Entry CO5C Right 12 3 x 3,_0 61 Media Case Left 7 2 x 2 62 Media case Left 7 2 x V-0 63 Media Case Left 7 2 x 2 64 Nook CO5C Right 31-611 2'-0" x 5 65 Hallway Case Left 51-611 2 x 2 NOTE- SILL HEIGHTS ARE FROM TOP OF PLYWOOD. RE- ELEVATIONS FOR WINDOW CONFIGURATIONS AND OPERATION. • NOTE- VERIFY SWING FOR DOOR #21 BASED ON FINISHED PATIO LEVEL. I I I I NOTE: DRAIN PARAPIT ROOF INTO EXISTING ROOF DRAIN SYSTEM FOR PRIMARY PARAPIT ROOF. NEW PROPERTY LINE SCALE 1/4" = 1' -0" EXISTING ROOF EXISTING GARAGE OUTLINE ROOF BRACES BELON (TYP. ) NOTE: PROVIDE ONE 1' -HOUR FIRE RATED ASSEMBLY AT AREAS WITHIN 3' -0" OF PROPERTY LINE. RE: DETAIL q, SHEET All, * GA FILE NO. RC 2601 (TYPICAL MATCHED AREAS) NEW PROPERTY LINE RIDGE 821q' -6 3/41 RIDGE 8217'-7 7/8';� 10" RIDGE 8214' -7 7/8 " RIDGE 8213' -9 1/8 METAL SHINGLES A CEDAR TRIM CEDAR FASCIA WOOD HEADER LEVEL 8206' - 0 " OOr TRUSS ♦rr HEAD •ter TRIM 2" STONE CAP STONE VENEER ETCH PRIMARY, LEVEL 8115' - 0" 3x10 WOOD CORNER TRIM 2x12 WOOD BAND 8x8 WOOD BRACES 8x12 WOOD HEADER STONE VENEER —BOULDER RETAINING WALL -HOOD CLAD GARAGE DOORS LONER LEVEL 8183' -0" GARAGE LEVEL 8182' -O" RIDGE 821q' -6 3/4" O I DGE 8:217'-7 7/8" , UPPER LEVEL 8206' -O" IF h LIVING LEVEL 8195' -0" lf 12 FINISHED GRADE �� L' EXISTING GRADE � u S i I i Ra I i NINDON NELL ( ( I LONER LEVEL 8183' -0" IT 0 f %T TrrT T - 117T - F'T T A rFTf YXT WINDOW NELL EXTERIOR MATERIALS NOTES: MATCH CHIMNEY GAP DETAIL FROM PRIMARY UNIT MATCH ROOFING MATERIAL (METAL) BOTH UNITS MATCH BEAM AND BRACE DETAIL FROM PRIMARY UNIT kRY UNIT 4 UNITS 'RIMARY UNIT x FROM PRIMARY UNIT x,11- FROM PRIMARY UNIT ..�r - �v r rs..+ a �-.r � r �a�..vs- �vvwa.� � vvr awa. -r is.-✓ ate+ r r r..� -- �r � r r r �*.T f 33 ' it . I — I. A RIDGE 821q'-q ARCH ITECTUR STRUCTURAL RIDGE 5214 ZDORMER RIDG (ox(o PURLINS .0 L LIVING LEVEL 'IF FINISHED GRf EXISTING GRt LONER LEVEL GARAGE LEVE OL NOTE: DRAIN PARAPIT ROOF INTO EXISTING ROOF DRAIN SYSTEM FOR PRIMARY PARAPIT ROOF. O OIDGE 821q'-q 1/211 . . . . . . . . . . . . . . . . . . ARCHITECTURAL PROJECTION 33'-0" EX15TING GRADE OFFSET 7 STRUCTURAL INTERIOR TRUSSES (ox(o PURLINS m -5 ON OL UPPER LEVEL 820(o'-O" I-F Wow, I OL LIVING LEVEL 5195 I-F I, EN 111, 0 I OL LONER LEVEL 8183' -0" EXISTING 'IF - T- EXISTING GRADE FINISHED GRADE 7 o Inc- 7� I 7� 1D HALLWAY 13 .14, I HALLWAY / MUD 1 E BUILDING SECTION BB SCALE 1/4 = i f -o tl MEDIA o HALLWAY / MUD 1 E BUILDING SECTION BB SCALE 1/4 = i f -o tl MEDIA SCALE 1/4' = 11 ,RIDGE 8217'-7 7/5 1f 7 / STRUCTURAL INTERIOR TRUSSES (ox(o PURLINS 11 ' �kf o OL LIVING LEVEL 8195'-0" EXISTING GRADE FINISHED GRADE WINDOW WELL OL LONER LEVEL 8183'-0" -r KITCHEN I BED 2 / BUNK IN rL A W p BUILDING SECTION CC SCALE 1/411 = 1 1 -0 11 PATIO M. Al SCALE 1/4' = 11 ,RIDGE 8217'-7 7/5 1f 7 / STRUCTURAL INTERIOR TRUSSES (ox(o PURLINS 11 ' �kf o OL LIVING LEVEL 8195'-0" EXISTING GRADE FINISHED GRADE WINDOW WELL OL LONER LEVEL 8183'-0" -r KITCHEN I BED 2 / BUNK IN rL A W p BUILDING SECTION CC SCALE 1/411 = 1 1 -0 11 PATIO UPPER LEVEL 8lg7' -q , LOWER LEVEL 818q' -O' NOTE > MATCH EXISTING MATERIALS Y S NOTES ZOM PRIMARY UNIT rAL) BOTH UNITS IL FROM PRIMARY UNIT m UNIT )N RAILING FROM PRIMARY UNIT kDER DETAIL FROM PRIMARY UNIT UPPER LEVEL 8197' -q 3/8" 4. LOWER LEVEL 8189' -O 0 GARAGE LEVEL 8177' -0" 45 RIDGE 821q'-6 3/4' IF eIDGE 8217'-7 7/8' If OL UPPER LEVEL 82C IF OL LIVING LEVEL alq! I F FINISHED GRADE EXISTING GRADE- WINDOW WELL WINDOW WELL LOWER LEVEL 8183 06 - - -_- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF SOUTH ELEVATION SCALE 3116" = P-0" VEL BM'-q.3/8" 0 LEVEL 8189.'-O" 40 EXTERIOR MATERIALS NOTES: NOTE: DRAIN PARAP I T ROOF INTO EXISTING ROOF DRAIN SYSTEM FOR PRIMARY PARAPIT ROOF. MATCH CHIMNEY CAP DETAIL FROM PRIMARY UNIT MATCH ROOFING MATERIAL (METAL) BOTH UNITS MATCH BEAM AND BRACE DETAIL FROM PRIMARY UNIT MATCH HOOD SIDING AND WINDOW TRIM DETAIL FROM PRIMARY UNIT MATCH POST AND WROUGHT IRON RAILING FROM PRIMARY UNIT MATCH STONE VENEER /SILL/HEADER DETAIL FROM PRIMARY UNIT UPPER LEVEL Slg7' -q 3 /8" OL LONER LEVEL 8189' -0" NEW WINDONS PRIMARY UNIT EXPANSION OL NEW BUNK ROOM 8187' -0" GARAGE LEVEL 8177' -0" FINISHED GRADE 12 7 FT - 5 -W r 1 . ' / LIVING LEVEL Slg5' -O" LOWER LEVEL 8183' -0" 0 METAL SHIP RIDGE BEAI INSULATION WATERPRO< 5/8" ROOF ROOF J0157 INSULATION 5/8'" G.W.B. VAPOR BAI (CONT. L STRUCTUR/ .EXTERIOR SHEATHING INFILTRATION BARRIER 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) FLASHING 3x10 WOOD HEADER TRIM HEADER RE: STRUCTURAL 5/8" GYPSUM WALL BOARD W/ VAPOR BARRIER BRICK MOULDING SEALANT AND BACKER ROD CLAD WINDOW UNIT 2x4 CEDAR TRIM HEAD (SIDING) SCALE 1 1/2" = 1' -0" BRICK MOULDING SEALANT AND BACKER ROD 2x4 WOOD TRIM 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) JAMB (SI D I N G SCALE 1 1/2" = 1' -0" �9 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) CLAD WINDOW UNIT SEALANT AND BACKER ROD FLASHING 2x4 CEDAR TRIM INFILTRATION BARRIER EXTERIOR SHEATHING 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) (SIDING) �--' SCALE 1 1/2" = 1' - 0 " �`- NOTE: 2x4 TRIM —SMALL WINDOWS, 2x6 TRIM LARGE WINDOWS -- EXTERIOR SHEATHING INFILTRATION BARRIER STONE VENEER 5 1/2 " STUD WALL FLASH I NG HEADER RE: STRUCTURAL - -5/8'" GYPSUM WALL BOARD W/ VAPOR BARRIER 8" x 10" WOOD HEADER ANGLE IRON BRICK MOULDING SEALANT AND BACKER ROD CLAD WINDOW UNIT ��_ STONE BEYOND WOOD CASING (VERIFY) HEAD (STONE) SCALE 1 1/2 = 1' -0" c-- SEALANT AND BACKER ROD STONE 51 LL STONE VENEER JAMB (STON E) SCALE 1 1/2 = 1' -0" STONE VENEER CLAD WINDOW UNIT SEALANT AND BACKER ROD FLASHING 2" STONE SILL STONE VENEER INFILTRATION BARRIER EXTERIOR SHEATHING 5 1/2" STUD WALL WOOD SILL SILL (STONE) SCALE 1 1/2" = 1' -0" 12 7 4_ ��3 � INSULATION R -38 MIN. (VERIFY) ' INSULATION BAFFLE ' 2x BLOCKING 5/8 G.W.B. 2x6 EXTERIOR WALL 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER VAPOR BARRIER (CONT. WALL CEILING) INSULATION R -1q MIN. (VERIFY) 6" H SIDING (MATCH PRIMARY UNIT) WATERPROOF MEMBRANE WEEP SCREED FLASHING METAL SHINGLES WATERPROOF MEMBRANE 5/8" ROOF SP EATA I NG ROOF RAFTER RE: STRUCTUR, 2x12 LEDGER RAFTER HANGER R 19 INSULATION MIN. 2x6 EXTERIOR WALL SCALE 1 1/2" = 1' - 0 " NOTE: VERIFY DETAIL WITH STRUCTURALS WATERPROOF MEMBRANE 5/8" ROOF SHEATHING qY PLAN VIEW INFILTRATION BARRIER BOARD * BATT SIDING (1x3 OVER 1xI0) BASE TRIM INFILTRATION BARRIER 1/2" EXTERIOR SHEATHING 'ER LEVEL 8206' -0" TOP OF PLYWOOD NOTE: FINISHED FLOOR 3" ABOVE PLYWOOD (CONCRETE TOPPING W/ HEAT + STONE, TILE, WOOD OR CARPET) 1 1/8" PLYWOOD DECKING (VERIFY) FLOOR JOISTS RE: STRUCTURAL METAL SHINGLES ROOF JOIST RE: STRUCTURAL BLOCKING AS NEEDED (o" HORIZONTAL SIDING (MATCH PRIMARY UNIT) v —I INSULATION IN ALL INTERIOR WALLS AND FLOORS. SCALE 1 1 /2 11 = 1 1 - 0 11 NOTE: @SIM 3:12 ROOF PITCH AND OR LEVEL SOFFIT VERIFY INTERIOR TRUSS. NOTE: PROVIDE ONE HOUR FIRE RATED ASSEMBLY AT AREAS WITHIN V -0" OF THE PROPERTY LINE. ---- LAYERS 5/8" TYPE "X" G.W.B. GA FILE NO. RC 2601 FLASHING 2x6 CEDAR TRIM 2x10 CEDAR FASCIA 2xI2 SUB FASCIA SOFFIT VENT W/ BUG SCREEN 6 " T *G CEDAR SOFFIT 1x4 WOOD FRIEZE BOARD CREATE SEALED BARRIER @ WALL EDGE 1/2" EXTERIOR SHEATHING 3 1 -0 11 TYPICAL DIM. AT ROOF PLAN TO EDGE OF ROUGH FRAMING. �.Lt.11J SCALE 1 1/2"= l-0'' NOTE: @ SIM 3:12 ROOF PITCH, VERIFY INTERIOR TRUSS. R 19 INSULATION MIN. 2x6 EXTERIOR WALL 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER— FLASHING FINISHED GRADE COMPACTED EARTH 5/5" G.N.B. WOOD BASE 50ARD 1 1/5" PLYWOOD 2xB PLATE -1/2" ANCHOR BOLT CONCRETE WALL SCALE 1 1/2 = I V -0 11 NOTE: @ 51M VERIFY EXTERIOR MATERIAL. AND INTERIOR FLOOR STRUCTURE.(SLAB ON GRADE) 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) — WATERPROOFING BEVELED PLATE FLASHING 2xI2 CEDAR BAND 2x BLOCKING AS NEEDED L5L RIM BOARD 1/2" EXTERIOR SHEATHING INFIL TRATION BARRIER STONE VENEER 3" GYP. * FLOORING 1 1/8 PLYWOOD R Iq INSUL. MIN. FLOOR JOIST TOP OF PLYV4004 3" GYP. * FLOORING 2x4 CEDAR TRIM 1 1/8 PL YWOOD EXTERIOR DOOR CONCRETE WALL WATERPROOF MEMBRANE JOIST HANGER SEALANT AND BACKER ROD FLOOR JOIST FLASHING 5/8' G.W.S. FLAGSTONE PATIO MORTA BED 4" CONC, SLAB WATERPROOF ni n m 3 -- 4" GRAVEL L t lmux--( XA 1/2" EXTERIOR SHEATHING U u E. I— coMPACTED EARTH < PATIO TO BUILDING @ GRADE SCALE 1 1/2 = 1 1 -0 11 NOTE: @ SIM VERIFY EXTERIOR MATERIAL. AND INTERIOR FL OOR STRUCTURE (SLAB ON GRADE) 3" GYP. * FLOORING 1 1/5" PLYWOOD R 19 INSUL. MIN. FLOOR JOIST TOP OF PLY n/n 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER 6" HORIZONTAL SIDING — (MATCH PRIMARY UNIT) WATERPROOFING FLASHING 1x V400D SPACER 2x12 WOOD BAND LSL RIM BOARD (o" T*G SOFFIT SIDINGA STONE *-j v 1--j 'j ) �SCALE 1 1 1 ' -0" NO�TE- �051M. VERIFY INTERIOR CONSTUCTION. 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) -R 1q INSULATION MIN. 2x6 EXTERIOR WALL FLASHING 2" STONE SILL 1/2" EXTERIOR SHEATHING :2 INFILTRATION BARRIER STONE VENEER 2x6 PLATES STEEL LINTEL ANCHOR BOLT SILL SEAL FINISHED GRADE NATERPROOFING SLOPE FOR DRAINAGE GARAGE LEVEL 8152 TOP OF SLAB I SCALE I 1/2 = 1 1 -0 11 3 GYP. t F 1 1/8" PLYV41 CONCRETE I JOIST HANG FLOOR JOIS 5/8 G.N.B. CONCRETE HALL 4n 4" CONC. SLAB WATER PROOFING-- VERIFY NI STRUCT. < GRAVEL f ( 11 ( 11 I II 1 III11 4 COMPACTED EARTH f ( �I� 111 TO 0 10% PROCTOR DENSITY I III ° ° �� 2" RIDGID INSULATION III II . ..... I I ( -NOTE: DOWEL SLAB TO ALL VERIFY — -- -- --:: .11 < 114 FI I Id SIZE/SPACING WITH 5TRUCT. EXTERIOR WALL (GARAGE)_ SCALE 1 1/2" == 1'-0" NOTE- @ SIM. VERIFY INTERIOR CONSTUCTION. MAIN LEVEL 8105' TOP OF PLYWOOD '\� SCALE 1 1/2 = 1 1 -0 11 NOTE: VERIFY DETAIL N / STRUCTURAL METAL 4" STEE GPIMNF)' LIQUID . COUNTEI HATER FLASH IN 314" MO LO FLANGE METAL WATER 2x(o FRA 5/8" EX' STONE I 3 1 -0 11 \IOTE: MAINTAIN MIN. CLEARANCE BETWEEN FLUE * CHIMNEY ROOF MOTE: CHIMNEY FLUE 4 INSTALLATION PER MANUFACTURE 0 SCALE 1 1/211 11-011 2 1 -10 11 7Y8 7Y8 4'–q" RADIUS *-3" RADIUS 8x8 V400D BEAM 8" DECK BRACE 46 21-4/4" 278 o BRACE DETAIL A ) 1 1/2' = 1' -0" NOTE: Ca SIM. VERIFY 5R , o"' HORIZONTAL SIDING (MATCH PRIMARY UNIT) OUT SWING DOOR 3x10 V400D PEA WATERPROOF MEMBRANE CLAD WINDOW SEALANT AND BACKER ROD BRICK MOULDIr FLASHING WINDOW SWING 1 1/2 DECKING (VERIFY) 2x4 CEDAR TR DECK JOISTS RE: STRUCTURAL 2x4 CEDAR TR JOIST HANGER SCALE 1 1/2 = l y -o ff NOTE- 2x4 TRIM – SMALL WINDOWS, 2x6 TRIM – LARGER WINDOWS w ff 1 - 0 1 W4 - d M 0", WINDOW TRIM (TYPICAL)_ iffels— - i I fi I I I NEW PROPERTY LINE 1 0 1 m I m Eo I mm —; i i I I �- i l i ICI I i II \ & LAUWDR SCALE 1/4 = 1 -011 V D 1 v IT MUD H m / BUNK r � f � x � r- a f 0 m ER ENTRY 2 0 U x f t 025 ti I AA A7, RE- go," r r ft I I 1 i 1 1 I I I I I NEW PROPERTY LINE I I _ PLAN I I I I _ ��1 jp GARAGE / I I I I I I I I I NOTE: PROIDE 1 OUTLET * 1 SCONCE @ 48" * 80 "" ABOVE FINISHED I FLOO , FOR EACH BUNK. (VERIFY HEIGHTS) I I i I I I GG I A� I I I I � I I I w 6.– -j 6w. s I r-- r r I I I HEATED STONX PATH I I I I NOTE: PROVIDE MONITORED FIRE ALARIL SYSTEM TO COMPL WITH NFPA 72 I I I I I I I I I I I ELECTRICAL SCfIEDULE 0 DUPLEX 0 (HALF HOT, WATER PROOF, IN BOX UNDERCROUN "' CLOCK OUTLET U (FLOOR OUTLET ® PECIAL: VERIFY APPLICATION REQUIREMENTS PECIAL: IN FLOOR PHONE ECT. 10 WITCH - ALL SWITCHING 4 COVER PLATES (VER FY) AUTO UTOMATIC MOTION DETECTOR LIGHT SWITCH 4 Z14T / MULTI CABLE, TV /SAT /COMP., DATA 1 & RIOR WALL SCONSE 2 QO EXTERIOR RECESSED (4" ROUND) HALO- HggICT ( A.E.) B g I1 TERIOR RECESSED (4 ROUND) HALO -WggT, Hqq T AS SQUIRED FOR INSULATION (O.A.E.) 4 INTERIOR RECESSED ADJUSTABLE (4 ROUND) HA -HggT, HggICT 5 E2 IERIOR RECESSED SHOWER /LENS (4" ROUND)HAL - HggT,HqqlCT 6 nQ INTERIOR RECESSED: HIGH CEILING SLOPED CAN (4 ROUND) HALO 7(l) INDENT: ERIOR CEILING MOUNT 80 BY OWNER q 9' IN ERIOR WALL SCONES: BY OWNER 100 IN ERIOR CEILING: BLANK HEAVY DUTY 11 EXTERIOR DECK C —) UN1.ER CABINET FIX. "SLITE" BY ALKCO 7--C CEI ING MOUNT P7220 -60 W/P7214 -30ES BY PROGRE S -- UN ER CABINET POWER STRIP ON 45 CANT STRIP 51 DIStOSER BY IN- SINK- ERATOR, 1/2 H.P. W / AIR 5 TC PANASONIC FV -20VQ2 MOT�R AS DESCRIBED 5EC RITY KEY PAD KEY KEY E5S ENTRY PUSI4 BUTTON ® T14ERMOSTAT (�} HUM( ISTAT Q SM E DETECTOR ALO TRIM CODE (O.A.E.) FOR LIGHTS #2 - #6 RE: SWEET A -qq P - SPECULAR REFLECTOR CONE B - - COILEX BAFFLE C -qq8 - EYEBALL - 30 TILT D -qg - WALL WASH E -q51 S - LENSED SHOWER TRIM F -qq0? - PINHOLE TRIM NOTE: O.A.E.�7 OR APPROVED EQUAL I TERIOR SWITCHES TO BE DIMMED VIA LUTRON (O.A.E. V RIFF' DIMMING CIRCUITS WITH ARCHITECT. ROUGN MUST ISE REVIEW= AND VERIFIED ON SI WI ITEGT PRIOR TO PLACEMENT OF ANY EXPOSE MA I AND FIXTURES, GFI R ECT CIRCUITS, INTERCONNECTED FIRE/SMOKE 1 AND L RM5, WET LOCATION FIXTURES AND OTHER ITEt COMPL W/ ALL CURRENT ADOPTED CODES AND ORDINr NOTE: VERI LECTRICAL REQUIREMENTS AND LOCATIONS FO WHOLE OUSE STEREO SURROUND SYSTEM. NOTE: INTERCO NECTED- MONITORED FIRE / FREEZE / SMOKE AND INT SION ALARM. El, E2, E3 m In H u w H z u (� d Q � o p� I w M oo E- W Q Oo ch H I � z � �0� z w �® d 0-"` U z H ` co w O w w w � � a a � � W N a � (g} COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, A,'W THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE., IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO DE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE GRAVIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO TILE ARCHITECT EEFORE PROCEEllING DRAWN DY: `J4 DATE: OCT. 4 2007 IsSUR C.T.A.P. N REVISION DATE INITIAL LIVING LEVEL ELECTRICAL PLAN SCALE 9 /4 11 = 11-011 I I - A - -- - - ems -1 1 - - A - I U z u 00 m C 00 CA X m ood' • 0 U U cr 0 C/) z c/) 00 > 7 t > 0 u u (D COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED -nHSDOCUME ANDTHEIDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ISIIIEPROPERTYOF STEVEN JAMES R DEN A.I.A. ARCIUn-CTP.C., =ISNOTTODE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTUORIZAMON OF STEVEN JAWS RIDLN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAINING S. THE CONTRACTOR SUALLREPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHTFECT BEFORE PROCEEDING DRAWN BY. T44 DAM' OCT. 4 2007 ISSUE: C.T.A.P. p REVISIONDATV INITIAL 0 UPPER LEVEL ELECTRICAL PLAN 11 = I "" I SCALE 114 - 1 -0 I I � ELECTRICAL SCHEDULE C°) -Efl- AUTO 4 roNT Ms roll O 0 .. DUPL HALF "&, WATER PROOF, IN BOX UNDERGROUND CLOCK UTLET FLOOR ;TLET SPECIAL: VERIFY APPLICATION REQUIREMENTS SPECIAL IN FLOOR PHONE ECT. SWITCH �-- ALL SWITCHING, 4 COVER PLATES (VERIFY) AUTOMATIC MOTION DETECTOR LIGHT SWITCH PHONE / MULTI CABLE, TV /SAT /COMP., DATA EXTERIO WALL SCONSE EXTERIO RECESSED (4" ROUND) HALO- HggICT (O.A.E.) INTERIOR RECESSED (4" ROUND) HALO -HggT, HggICT AS REQUIRED FOR INSULATION (O.A.E.) INTERIOR RRECESSED ADJUSTABLE (�4 "' ROUND) WALO- 1- Ig HggICT INTERIOR `RECESSED SHOWER/LENS (4 ROUND)NALO- HggT,Hg9lCT INTERIOR RECESSED: HIGH CEILING SLOPED CAN (4" ROUND) HALO INTERIOR CEILING MOUNT PENDENT: BY OWNER INTERIOR WALL SCON5E: BY OWNER INTERIOR CEILING: BLANK HEAVY DUTY EXTERIOR DECK UNDER CABINET FIX. "SLITS" BY ALKCO CEILING MOUNT P7220 -60 W/P7214 -30E5 BY PROGRESS (O.A.E.) ---- UNDER CABINET POWER STRIP ON 43 CANT STRIP 1 5EC. DI5PO5ER BY IN- SINK- ERATOR, 1/2 N.P. W / AIR SWITCH PANASONIC FV -20VQ2 MOTOR AS DESCRIBED SECURITY KEY PAD KEY KEYLESS ENTRY $ PUSH BUTTON THERMOSTAT 44UMIDISTAT Q SMOKE DETECTOR HALO TRIM CODE (O.A.E.) FOR LIGHTS #2 - #6 RE: SHEETS Ei, £2, E3 A -gggP - SPECULAR REFLECTOR CONE 5- - COILEX BAFFLE C -gg8P - EYEBALL - 30" TILT D -gg2P - WALL WASH E -g51PS - LENSED SHOWER TRIM F -g9OP - PINHOLE TRIM NOTE: (O.A.E.) OR APPROVED EQUAL INTERIOR SWITCHES TO BE DIMMED VIA LUTRON (O.A.E.) VERIFY DIMMING CIRCUITS WITH ARCHITECT. ALL ROUNN -IN MUST 8E REVIEWED AND VERIFIED ON SITE WITN ARCHITECT PRIOR TO PLACEMENT OF ANY EXPOSED MATERIAL. AND FIXTURES. GFI PROTECT CIRCUITS, INTERCONNECTED FIRE /SMOKE DETECTORS AND ALARMS, WET LOCATION FIXTURES AND OTHER ITEMS TO COMPLY W/ ALL CURRENT ADOPTED CODES AND ORDINANCES. NOTE: VERIFY ELECTRICAL REQUIREMENTS AND LOCATIONS FOR WHOLE HOUSE STEREO SURROUND SYSTEM, NOTE: INTERCONNECTED- MONITORED FIRE / FREEZE / SMOKE AND INTRUSION ALARM. H U w E-+ z U (� d w a M 00 In -� 00 z Ua� Z a�� U d� Z W v} w > o w W w w w � H � by N � C� C3 ON H Q � rte' � N (9)COPYRIGHT STEVEN JAMES RiDEN A.I.A. ARCHITEU P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE. IDEAS AND DESIGNS HEREIN. AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN TAMES RIDEN A.LA. ARCHITECT P.C., AND IS NOT TO BE USED N Ull TOLE OR PART WHHOUT THE WRITTEN AUTHORIZATION OF STEVEN IA,MES RIDEN THE CONTRACTOR SHALLTHOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFT THAT THOSE SHOWN REFLECT WORK ON TITF DRAW NGS. THE CONTRACTOR SHALL REPORT ANY VARIATTONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAIKNDY. T44 DATE OCT. 4 2007 ISSUE: G.T.A.P. H RPVISIO14DATL INITIAL E3 i i i fi i NEW PROPERTY LINE 0 0 ■ I I I AA G I A7 G I I SHOWER I O ° O O 8' -0' VERIFY I 1 I I BED 1 0 LAUNDRY MED14 BATA 2 I II' -D" II' -D" � O ° O ° O I BED 2 / BUNK II I -O il I O O O I Q I BATH ° I 111-0 o O I i' -D" - I lI' O I GG I dold A� p MUD I MECHANICAL LOFT , I i II' -D 4 1 - 0 11 " T *G DECK SOFFIT I r 0"x 8" WOOD BEAM COFFERED CEILING GARAGE BELOW CROWN MOULDING 7 r I -'' O r r r r I i I O GARAGE i 12 � SLOPING O ENTRY 2- il l -o il I ° I O I .L Ulm 0 I 1 NEW PROPERTY LINE I LOWER LEVEL REFLECTED CEILO]M SCALE 1/4t = 1 - NOTE= q' -D" = APPROXIMATE HEIG T TO I FLOOR JOIST ABOVE. I HEATED STONE PATH i I I I NOTE: PROVIDE MONITORED FIRE ALARM SYSTEM TO COMPLY WITH NFPA 72 I I I I I 1 I I I I H u w H x z U W ¢ �y 00 O ``' rr W m00 H N H W 0�� Do -, H z w � ON -.. z U W va w ✓' Q F-, o w w H � W 00 ON W N O COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THISDOCUMENT, ANDTHE IDEAS AND DES €GNS HEREIN, ASAN INSTRUMENTOFPROFESSIONAL SERVICE, IS THE PROPERTY OF STYiVEN JAMES RIVEN A.I.A. ARCHITECT P.C, AND IS MOTTO HE USED IN WITOLE OR PART WITHOUT THHE WRITTEN AUTHORMATION OF STEVEN JAMES RIDE 7 T1 CONTRACTOR SHALL THOROUGHLY INSPEOTAND SURVEY EXISTF.NG FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TOTHE ARCHRECT BEFORE PROCEEDING DRA.WNDY: T" DATE: OCT. 4, 2007 IssDE N REVISION DATE INITIAL Rcl LIVING LEVEL REFLECTED CEILING PLAN SCALE 1/4'1= 11-011 NOTE: q'-O" = APPROXIMATE HEIGHT TO BOTTOM OF FLOOR JOIST ABOVE. NEW PROPERTY LINE I va ILi 0 00 V) X'o 0-- Oo z Q U U z "4 0 > > CEO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AM THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RU)FN AIlA, ARCHrM AND IS NOT TORE USED IN WHOLE OR PART WITHOUr TIM "TTENAUTHORMATIONOF SUWEN=r.SRIDEN TIM CONTRACTOR SHALL TIIOROUMi ILY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERWY THAT THOSE SHOWN REFLUCr WORK ON THE DRAWINGS. 'nit CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES To THE ARCHITECT BEFORE PROCPIEDL DRAWN BY: T44 DATE: OCT. 4 1 2007 ISSUE: C.T.A.P. t REVISION DATE MILAIL RC2 • UPPER LEVEL REFLECTED CEILING PLAN SCALE 114 = 11-011 NOTE: q'—O" = APPROXIMATE 44EIGnqT TO 50TTON OF FLOOR JOIST ABOVE. NEW PROPERTY LINE STRUCTIL TRUSSES � I I I I (OA ... . .... ..... U U C 00 C/) x 0 00 wpm cl) z u U z > O 0 � � 00 AN � � q U w � W ca (g) COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCl P.C. ALL RIGHTS RESERVED TI[ISDQCUMrNr, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS TTIEPROPERTY OF STEVEN JAMES RIDEN AlA. ARCHITECTP.C. AND IS NOT TOBE USED IN WHOLE OR PART WDHOUf THE WRITTEN AUTHORYZATIONOF STEVEN JAMES RIDEN nit CONTRACTOR SHALL THOEGUGIILY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK 0' N THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES To THE ARCHITECT BEFORE PROCEEDING DRAWN BY: T44 DATE: OCT. 4, 2007 issur, C.T.A.P. # RMSIONDATE INITIAL RC3 DESIGN CRITERIA: Pal Residence Remodel #0705 -31 Roof Live Load (Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 95 psf Roof Dead Load ----------------------------- - - - - -- 15 psf Floor Live Load ------------------------------ - - - - -- 40 psf Floor Dead Load ----------------------------- - - - - -- 25 psf Deck Live Load ------------------------------ - - - - -- 100 psf Deck Dead Load ----------------------------- - - - - -- 15 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /IRC Edition ------------------------------ - - - - -- 2003 FOUNDATION DESIGN: a. Design of 'individual and continuous footings is based on a maximum allowable bearing pressure of 3500 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure of 50 pcf. C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report #104 254 by HP Geotech. The contractor shall follow the construction requirements from this some report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Report any discrepancies from original findings to structural engineer for re- evoluation of foundation design. g. Backfill around and above structural buttresses and retaining walls shall be compaction - tested per the recommendations of the geotechnical engineer. h. Do not Backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -11 sulfate- resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 15-0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slobs, walls, joists ( #11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications, h. Metric bar size conversion table: METRIC INCH -POUND #10 #3 13 4 #16 #5 #19 #6 #22 #7 #25 #8 #29 #9 #32 #10 #36 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams 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. 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 rows of 16d nails @ 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure - treated Hem Fir #2. f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, shall have a continuous waterproof membrane between the concrete and the wood. g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2x6 bearing block. Provide M" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide lateral support for beam. h. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.9.1). j. Bolts used for wood framing connections shall be installed with standard washers and nuts. k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. 1. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations, M. Manufactured joists shall be from on approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to BCI 6000 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. n. Prefabricated trusses shall be designed by a Colorado registered engineer to support the full dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator shall determine web arrangement and member forces. Load duration factor for snow loads is 1.0. Calculations and shop drawings shall be submitted to the architect /engineer for review prior to fabrication. The truss manufacturer shall specify all truss -to -truss connections. Temporary and permanent lateral bracing of trusses shall be installed as required by the truss manufacturer. o. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi 2. Modulus of elasticity --------------------------- - - - - -- 1,900,000 psi 3. Tension parallel to grain ------------------------ - - - - -- 1850 psi 4. Compression parallel to grain --------------------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) --- - - - - -- 750 psi 6. Horizontal shear ----------------------------- - - - - -- 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams FASTENINGa m i) For two or three member beams, nail each member to the next with 3 1. Joist to sill or girder rows of 16d nails at 12" o.c. toenail ii) For four member beams, bolt through with 2 rows of 1/2" diameter 3 - 3" x 0.131" nail bolts at 12" o.c. LONGIT. iii) For members consisting of more than four members, contact structural ADJ. engineer. P. All lumber used in construction shall have a maximum moisture content of 19 %. q. Unless made of treated or naturally decay - resistant wood, all deck beams and joists (including glue -lams) wider than 1 shall be sealed and flashed at the top surface per architect. r. Framing Notes: 2 - 3" 14 gage staple 1. Exterior walls: A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12' -6 ", 4. Wider than 1" x 6" subfloor to each joist 2x6 studs @ 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs @ face nail 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 2 - 16d common 17' -4" shall be framed with manufactured laminated studs. Contact engineer 6. Sole plate to joist or blocking for spacing requirements, if not indicated on plan. Cap with a double top typical face nail plate installed to provide overlapping at corners and at intersections with 3" x 0.131" nail at 8" o.c. other partitions. If overlap is not possible, strap top plates with metal strap BLOCKING ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall 3 - 16d per 16" trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the BOTTOM studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, 7. Top plate to stud exposure 1, at exterior face of exterior walls. Block all horizontal joints and end nail nail panels with 8d nails spaced at 6" along panel edges and at 12" along 3 - 3" x 0.131" nail intermediate supports. E. Provide (3) -2x10 headers over all door and window openings, with one 2x6 CANTILEVER trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to CONTROL JOINT width of bearing member unless noted otherwise. 2. Interior Load Bearing Walls: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) @ 16" ORIENTED STRAND BOARD o.c. with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with end nail a double top plate installed to provide overlapping at corners and at 3 - 3" x 0.131" nail intersections with other partitions. If overlap is not possible, strap top plates CEILING with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the 16d at 24" o.c. studs beneath. C. Provide (2) -2x10 headers over all openings in wall, with one 2x4 or 2x6 CLEARANCE trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple -stud posts equal to 10. Double top plates width of bearing member unless noted otherwise. 3. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, REFERENCE exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" CONNECTION along panel edges and at 12" along intermediate supports. Install sheathing with 8 - 16d common long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking REQUIRED material shall match the floor joist material. 4, Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. install toenail sheathing with long dimension perpendicular to rafters or trusses and end 3 - 3" x 0.131" nail joints staggered. Nail with 8d nails spaced at 6" along panel edges and at CRIPPLE WALL 12" along intermediate supports, B. Plywood sheathing shall be applied continuously over the primary roof members 8d at 6" (152mm) o.c. (rafters or trusses) below overfromed areas to provide adequate lateral SCHEDULE stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. 3" 14 gage staple at 6" o.c. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing face nail locations. Blocking material shall match rafter, truss chord, or lookout 3 - 3" x 0.131" nail material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces 16d common and are indicated as shear walls on plan have been designed to resist wind 15. Ceiling joists to plate forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and 5 - 3" x 0.131" nail bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by ELEVATION engineer. STRUCTURAL STEEL: toenail a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II -A of the AISC Manual (ASD Ninth Edition). e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1/2" diameter - - -- 2 1/2" 5/8" diameter - - -- 3" 3/4" diameter - - -- 4" f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. All welding shall be done by an AWS qualified welder. h. Delay painting within 3" of field welds until welds are completed. i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. j. All grout beneath column base plates and steel beams at bearing shall be non - shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STONE /BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: Openings to 4' -0" - - - - - - - - - - - - - - - - 3 1/2" x 3 1/2" x 1/4" Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3 1/2" x 1/4" Openings 6' -1" to 8' -0" - - - - - - - - - - - - - 5" x 3 1/2" x 1/4" Openings 8' -1" to 10' -0" ----- - - - - -- 6" x 3 1/2" x 5/16" (Multiple angles shall be oriented back -to -back) c. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. C. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. g. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure, These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENINGa m LOCATION 1. Joist to sill or girder 3 - 8d common toenail LONG LEG VERTICAL 3 - 3" x 0.131" nail ABOVE FINISHED GRADE LONGIT. 3 - 3" 14 gage staple ADJ. 2. Bridging to joist 2 - 8d common toenail each end ANCH. 2 - 3" x 0.131" nail LVL LAMINATED VENEER LUMBER 2 - 3" 14 gage staple APPROXIMATELY 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail MAT'L 3" x 0.131" nail at 8" o.c. BLKG. BLOCKING 3" 14 gage staple at 12" o.c. MANUFACTURER Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels wall panel (4) -3" x 0.i31" nail per 16" BOTTOM (N) (4) -3" 14 gage staple per 16" B.O.W. 7. Top plate to stud 2 - 16d common end nail BRG. 3 - 3" x 0.131" nail N. W. NORMAL WEIGHT 3 - 3" 14 gage staple CANTILEVER 8. Stud to sole plate 4 - 8d common toenail CONTROL JOINT 4 - 3" x 0.131" nail OPENING CMU 3 - 3" 14 gage staple OSB ORIENTED STRAND BOARD 2 - 16d common end nail I?_ 3 - 3" x 0.131" nail CLG. CEILING 3 - 3" 14 gage staple PLYWOOD 9. Double Studs 16d at 24" o.c. face nail POCKET 3" x 0.131" nail at 8" o.c. CLEARANCE R. 0. 3" 14 gage staple at 8" o.c. COL. 10. Double top plates 16d at 16" o.c. typical face nail CONC. 3" x 0.131 nail at 12" o.c. REF. REFERENCE 3" 14 gage staple at 12" o.c. CONNECTION Double top plates 8 - 16d common lap splice CONTINUOUS 12 -3 "x0.131 "nail REQUIRED CONST. 12 - 3" 14 gage staple typical face nail RET. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail C.W. CRIPPLE WALL 3 - 3" 14 gage staple ROUGH SAWN 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail SCHEDULE 3" x 0.131" nail at 6" o.c. DETAIL SECT. 3" 14 gage staple at 6" o.c. DIAG. 13. Top plates, lops and intersections 2 - 16d common face nail DWL. 3 - 3" x 0.131" nail Sim. SIMILAR 3 - 3" 14 gage staple DRAWING 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail E. J. 5 - 3" x 0.131" nail SQ. SQUARE 5 - 3" 14 gage staple ELEVATION 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, laps over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x 0.131" nail STRUCT. STRUCTURAL 4 - 3" 14 gage staple EQUIVALENT 18. Ceiling joists to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x 0.131" nail TOP & BOTTOM (E) 4 - 3" 14 gage staple T &G 19. Rafter to plate 3 - 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0,131" nail EXT. EXTERIOR 3 - 3" 14 gage staple TOP OF CONCRETE 20. 1" diagonal brace to each stud and plate 2 - 8d common 2 - 3" x 0.131" nail face nail TOP OF FOOTING 2 - 3" 14 gage staple FOUNDATION 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall FRAMING T.O.W. 23. Built -up corner studs 16d common 24" o.c. THRU 3" x 0.131" nail 16" o.c. GAUGE 3" 14 gage staple 16" o.c. 24. Built -up girder and beams 20d common at 32" o.c. face nail at top and TREATED 3" x 0.131" nail at 24" o.c. bottom staggered on TS 3" 14 gage staple at 24" o.c. opposite sides GLUE -LAM 2 - 20d common face nail at ends and at GYP. 3 - 3" x 0.131" nail each splice UNLESS NOTED OTHERWISE 3 - 3" 14 gage staple HEADER 25. 2" planks 16d common at each bearing 26. Collar tie to rafter 3 - 10d common face nail HSS 4 -3 "x0.131 "nail W. F. WiDE FLANGE 4 - 3" 14 gage staple face nail HEIGHT 27. Jack rafter to hip 3 - 10d common toenail INTERIOR 4 3" x 0.131" nail WELDED WIRE FABRIC INV. 4 - 3" 14 gage staple WD. WOOD 2 - 16d common face nail W/ 3 - 3" x 0.131" nail JST. JOIST 3 - 3" 14 gage staple WITHOUT 28. Roof rafter to 2 -by ridge beam 2 - 16d common toenail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 2 - 16d common face nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 29. Joist to bond joist 3 - 16d common face nail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 31. Wood structural panels and particleboard: 1/2" and less 8d` (per KRM) Subfloor, roof and wall sheathing 2 3/8" x 0.131" noil" (to framing): 1 V4" x 16 gage° 19/32" to 3/4" 8d (per KRM) 2 3/8" x 0.131" noilP 2" 16 gageP 7/8" to 1" 8d° 1 1/8" to 1 1/4" 10d or 8d Single Floor (combination subfloor- 3/4" and less 8d (per KRM)Q underloyment to framing): 7/8" to 1" 8d 1 1/8" to 1 1/4" 10d or 8d 32. Panel siding (to framing) 1/2" or less 6d 5/8" 8d 33. Fiberboard sheothing: 1/2" No. 11 gage roofing nail 6d common nail No. 16 gage staple' 25/32" No. 11 gage roofing nail 8d common nail No. 16 gage staple 34. interior paneling 1/4" 4di 3/8" 6d' NOTES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank. d. Common e. Deformed shank, f. Corrosion - resistant siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion- resistant roofing nails with 7/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sheathing and 1 3/4 inch length for 25/32 -inch sheathing. 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 length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. 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, 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. 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. ♦ R E ♦ • A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N. W. NORMAL WEIGHT CANT. CANTILEVER 0. C. ON CENTER C. J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT I?_ PLATE CLG. CEILING PLYWD. PLYWOOD cc CENTERLINE PKT. POCKET CLR. CLEARANCE R. 0. ROUGH OPENING COL. COLUMN RAID. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE /REINFORCEMENT CONT. CONTINUOUS REQ'D REQUIRED CONST. CONSTRUCTION RET. RETAINING C. P. CRIPPLE POST REV. REVISION C.W. CRIPPLE WALL R.S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DIAG. DIAGONAL SHT. SHEET DWL. DOWEL Sim. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E. J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL, STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T TRIMMER EXSTG. EXISTING T &B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T. 0. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F. D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G. L. GLUE -LAM TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W. F. WiDE FLANGE HT. HEIGHT W. P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD K KING STUD W/ WITH JST. JOIST W/0 WITHOUT ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE - TREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. CONNECTION SCHEDULE Q SIMPSON H5 ® SIMPSON ITT3511.88 { jC SIMPSON LSSU135 Q SIMPSON LBV3.56/11.88 JL4x4x1 /4x0' -5 1/2 W/ (2) -3/4 "0 EXP. ANCH.'s EA, LEG U JL4x4x1 /4xO' -5 1/2 W/ (2) -3/4 "0 THRU -BOLTS IN STL. BM. & (2)- 3/4'Ox5" EXP. ANCH.'s @ EA. LEG INTO CONC. 3 �0 < 0 00 00 SIMPSON LUS210 �} SIMPSON LSSU210 © NOT USED cv a 0) a) 1/2" x 5 1/2" BENT T W/ (2) -3/4 "0 THRU -BOLTS EA. LEG p� (4) -16d TOE -NAILS < SIMPSON LSSU210 -2 QM SIMPSON LUS28 C 0) SIMPSON ABE66 d SIMPSON 0610 ® SIMPSON ITT3511.88 (INVERTED) Q SIMPSON PC6Z RO SIMPSON HH4 ` (2)-SIMPSON L50 � ,, SIMPSON HH6 X Q �t- I -JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS TYPICAL PLUMBING /MECHANICAL HEADER SCALE: 1/4" = 1' -0" in AD 17 T d- iw C,QO��vc ® � u�� j O ks o� NAL 10/16/07 j co U 3 �0 < 0 00 00 Z C v 0)M 0pr�M? in a cv a 0) a) Z p� 00 w '`?I -�a< (6 Z) r'l li < (o U) � .. . V) C 0) O U C N aoa)� h inn t j D LO (o 01 00 0) o) 4 � 0 X �r p o� a� CID � ,, - j O X cj - h r > °.' CID H cc H Q0 cc C) W n c) designed by ALE /MPS drawn by MTN /JDH checked by issued PROGRESS 06/19/07 PERMIT 06/28 /07 REVISED 10/16/07 sheet S1 JOB #0705-31 4O'—O ' /Y | |T(lVK = 8184'-8 �/4 O L 8189 1-0 00 T 00 0 4'-8 3/4"1 ] "dT.O.W. 8185-6 Co O L 8183'-0 T.O. SLAB CLEAN GRAVEL BASE ON T.O.F. 8182-8 UNDISTURBED GRADE OR COMPACTED STRUCTURAL Co FILL PER SOILS ENGINEER. REINFORCE SLAB WITH L 6x6-Wl.4xWl.4 WELDED 8 WIRE FABRIC THROUGHOUT. PROVIDE 1" S6 0 T.O.W. 8194'-9 3/4 DEEP SAWN OR TOOLED T.O.F. 8182'-8 CONTROL JOINTS AT EACH WAY, TYP. STEP T.O. -n SLAB r� \ OF. NOTE: CONTACT ENGINEER S6 T. C. F. 8182'-8 z BM. PKT. S6 TO VERIFY SIZE AND Lo (2)-#5's EPDXIED INTO Y Cr STEP T.O. SLAB STEP CP 6 IN S6 do |r—| -/ ) T.O.W. = 8195/-0 T.O.F. = 8178'-8 NORTH F OUNDATION / �� ,, __ 1, A 1 �!�� ' -- ' ~ PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.VK=TOP OF CONCRETE WALL TO.E=TOP OF CONCRETE FOOT 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAllON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8' THICK AND CONTINUOUS FOOTINGS ARE O" THICK x 16" WIDE UNLESS NOTED OTHERWISE. O. ALL OPENINGS IN CONCRETE WALLS SHALL BE VERIFIED YV/ ARCH. &/OR CONTRACTOR. 7. DO NOT SCALE DRAWINGS. STEP S6 OPENING LOW PER ARCH., TYP. STEP \ \ STRUCTURAL TA T.O.W. SEE DETAIL 5/S8 = SLOPING , T.O.F. = 8170'-8 ~ [ � — W � Co ~t `` T.O.W. SLOPING 0 N 0 Co U u 000 z [ + Um D ~ 0 �* �N mm � Z 8183'-0 (V.I.F.) VERIFY FOUNDATION WALLS FOR T.O. SLAB (LOW*) EXTERIOR STAIRS W/ ARCHITECT. ,,--OPENING BELOW PER ARCH., TYP. �[ 0 — z � 0� 0 STEP CO CO � r` �nm _ � �F m0) 0 , 4` cc � _i ��~< ��||� ro PIER ~ deS'�D�d by designed drawn by M|N checked by issued PROGRESS 06/19/07 PERMIT 06/28/07 REVISED 1OZ16/07 ' sheet [ � — W � Co ~t `` . 0 N 0 Co U u 000 z [ + Um D ~ 0 �* �N mm � Z 0 00 m +n 0 < �[ 0 — z � 0� 0 � CO CO � r` �nm _ � �F m0) 0 , 4` cc � _i ��~< ��||� deS'�D�d by designed drawn by M|N checked by issued PROGRESS 06/19/07 PERMIT 06/28/07 REVISED 1OZ16/07 ' sheet CONT. 2x1 (1)-3/4 "O CANT. JOI pomtozln •m 1 m 1 PLAN NOTES: SCALE: 1/4" = l'—O" 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: lm 2. ALL COLUMNS ARE LABELLED AT THE TOP. 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. 4. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 5. "0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. MAIN PLAN NOTE 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: E] NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: U SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: Q 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN z RATING 24 O.C. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. " INDIC) 7. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 @ 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. i . 1 logs 71 14m o designed by ALE /MPS drawn by MTNZJDH checked by issued PE RMIT 06Z28ZO7 REVISED i • • sheet > 00 > N 0 U < 00 Q� 3: <t 00000 z X 0) 0) i I 0 M M V 0 2 N 0 0) m Z � C O Lil J M�f- o¢ < (o a V) . ,. at V) 'rn U N CO CY) � , try M try o 00 (n0) x -t --r � 0 0 to rn � � - c.' x to a: > °�' logs 71 14m o designed by ALE /MPS drawn by MTNZJDH checked by issued PE RMIT 06Z28ZO7 REVISED i • • sheet � Q a � � Q o w � � w � � w � o logs 71 14m o designed by ALE /MPS drawn by MTNZJDH checked by issued PE RMIT 06Z28ZO7 REVISED i • • sheet NORTH 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: El NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT D0 NOT REQUIRE BLOCKING BELOW ARE INDICATED: D 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING |3 3/4 TONGUE AND GROOVE APA STURD/FLO0R EXPA, SPAN RATING 24 O.C. 5` (XXX`—XX") INDICATES TOP OF STEEL BEAN ELEVAT WOOD BEAMS AT THIS LEVEL EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 0. "0" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BC| 0000 1.7 @ 16" O.C., TYP|CAL, UNLESS NOTED OTHERWISE. O. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1 SPAN RATING 40/20. 9. ALL ROOF RAFTERS ARE: 2xl2's @ 24", TYPICAL, UNLESS NOTED OTHERWISE. 1 0 � z � � _j D 0 Z 0 0 N C � _ m � � - a [ � � [ � 0 � [ _ � [ 0 _ � L ] 4-J O � L + U) 0 w Dmw + omm + O - 0 3i C\j m0) m W , �� 00 0) mr�)m Lo (om_ �� {} " ` 0 m M �� < d8S'OO�d by ~ by ALEZMPS drOYYD by K4 |N JDH checked by issued ' FAW REVISED 10/16/07 Sh88f 'MAUI I 10/10107 no 9/S6 FOR HANGERS SPECIFIED ON PLAN r r� F- z Q I-- ..J D (n z 0 0 N r G� v a . N C a� U L > 00 Q N Z Go Z" w 00000 0 o r. r N 0) m �~ ~ 0d (0 c0 co LO L ,20� ¢'0)0) x0` 0 m .- ,'_� d < d < m U _ j E ---q V 1 H i i LWT i� i 1 w • i� designed by _ ALE /MPS drawn by M TN /JDN checked by issued •' SCALE: 1 /4" = 1' -0" r ! 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW ARE INDICATED: NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. 5. " Q " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. SEE 9/S6 FOR NIP /VALLEY CONNECTIONS NOT SPECIFIED ON PLAN. 6. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 7. ALL ROOF RAFTERS ARE: 2x12's ® 24 ", TYPICAL, UNLESS NOTED OTHERWISE. 8. /r INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. PE R MIT 's i # °° REVISED 10/16/0 sheet �j o � < "5: CONT. 2x12 STRUCTURAL 3UB-FASC|A, SEE PLAN Od NAILS @ EA. RAFTER, TYP. / 2x12 RAFTERS PER PLAN `---- 2x10 BU<G. BTWN. RAFTERS @BRG., TYP. --------2xO STUDS @1O" 1/2" PLYVYD. OR O58 SHEATHING SCALE: 3/4" = 1'-O" INTO (4)-10d NAILS EA ' -- __- . TYP. . \ 2x12 STRUCTURAL SUB-FASCIA, 2x12 LOOKOUTS j @ 24~ O.C., TYP. 2x0 STUDS @ 16" W/ 1/ PLYVVD. OR OSB SHEATHING 2xl2 RAFTERS PER PLAN SCALE: 3/4 = 1`-D" NOTES: 1. BOULDERS ARE TO BE 1'-6 TO 4'-0 3. DIMENSIONS SHOWN ARE APPROX. IN DIMENSION AND SHALL BE OF BUT THE TOTAL HEIGHT OF THE ANGULAR SHAPES (NOT ROUND) WALL MAY NOT EXCEED O'-O AND 2. PLACE BOULDERS SO THEY THE SLOPE MAY NOT BE STEEPER INTERLOCK BOTH VERTICALLY AND THAN 2:1 HORIZONTALLY 4. 8ACKF|LL AND BASE SOILS SHALL BE VERIFIED BY SOILS ENGINEER DURING CONSTRUCTION OF WALL FACTOR OF SAFETY = 1.5 LATERAL DESIGN LOAD = 50 PCF (SEE SHEET Sl FOR BEARING CAPACITY & OTHER DESIGN CRITERIA) 1 TYPICAL BOULDER RETAINING WALL (SINGLE TIER SOLD BLK(l BTWN. LOOKOUTS @BRG, TYP. /IJTYP. 1'-0 MIN. EA. BOULDER, TYP. SCALE: 3/4"=1 RAFTERS HEADER BM.--, SEE PLAN FOR RIDGE CONN. TYPE ON � RIDGE BM. VALLEY BM. VALLEY BM. 1 VA -/ RAFTERS L 0 1 GUN NAILING SCHEDULE (.131" 0 x 3" GUN-NAILS) 16d NAILING SCHEDULE (.162" 0 x 3 1/2" HAND-DRIVEN) MAX. L 4'-0 (4)-NAILS (3)-NAILS EA. SIDE (3)-NAILS EA. MEMBER 6'-0 (6)-NAILS (4)-NAILS EA. SIDE (6)-NAILS EA. MEMBER 8'-0 (8)-NAILS (5)-NAILS EA. SIDE I (1l)-NAILS EA. MEMBER � z � � C- 7 Z � � �� ct� mm�]~�� J 4" CONC. SLAB PER PLAN GUN NAILING SCHEDULE (.131" 0 x 3" GUN-NAILS) 10/16/07 ,_' " - _'_ � _ #4 DWLS x o 4'-0 (4)-NAILS (3)-NAILS EA. SIDE (3)-NAILS EA. MEMBER 6'-0 (6)-NAILS (4)-NAILS EA. SIDE (6)-NAILS EA. MEMBER 8'-0 (8)-NAILS (5)-NAILS EA. SIDE I (1l)-NAILS EA. MEMBER , #5 DWLS. x @ 16"-- CONC. SLAB PER PLAN- OIL ` / T.O. SLAB CONT@ TOP &--� MID-HT. � 'o CONT. HOR|Z. TOP 6t BOT 2x4 OR 2x6 STUD BRG. WALL T.O. SLAB 77;3 SLOPE SLAB 2x6 STUDS @ 16" O.0 - -----\ " PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.`o @ 48" O.C. IN CONT. TREATED 2x6 � O L 819 STONE VENEER ' PER ARCH. CONT. L PER SCHEDULE-� SEE SHEET 32 |-JOIST BLK(l PANELS (� 24~ IN FIRST JOIST / SPACE (5)-8d NAILS INTO EA. PANEL, TYP. 1 1/2" GYPCRETE TOPPING 8195-0 OL 1/2" $ x 10" &B.a @ 48" O.C. IN CONT. TREATED 2x6 |� STONE VENEER PER ARCH. , 2x6 STUDS 4D 15" O.C. NY 1/2' PLYWD. OR OSB SHEATHING ' " ��a �RT @ 10 O.C. CONT. L PER SCHEDULE SEE SHEET S2 4 CCONT. HOR|Z @ 1S" {lC. r 2x8 STUDS @ 15" O.C. ----~\ " PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.'o @ 48" O.C. IN CONT. TREATED 2x6 � OL ' STONE VENEER--~ PER ARCH. CONT. L PER SCHEDULE--' SEE SHEET S2 O. I-JOISTS PER PLAN CONT. 2x12 LEDGER oil- NP PERIMETER DRAIN PE _j SOILS ENGINEER 8" 6" 0 13 4 -|-J0ST BLKG. PANELS @ 24' IN FIRST JOIST SPACE (5)-8d NAILS INTO E& PANEL, TYP. -1 1/2" GYPCRETE TOPPING |-JOISTS PER PLAN --CONT. 2x12 LEDGER W/ (2)-16d DRIVE PINS @ 16^ O.C. ' VERT @> 16" O.C. BOTH FACES o ' , �5s CONT. CONT. HOR|� @ 16" O.C. - 2 O ' ° BOTH FACES /2\-�5`o CONT. H0R|7 ,| _ BRG. WALL 16d DRIVE PINS @ 16" O.C. (IF HEATED SLAB, GLUE CONC. SLAB PER PLAN T TO CONCRETE) TOP & BOT of 2x4 OR 2x6 STUD BRG. WALL CONT. TREATED 2x6 W/ (IF HEATED SLAB, GLUE E TO CONCRETE) L4 0 CONC. SLAB PER PLAN (2)-#5'o CON T. HOR|Z. - TOP &c BOT IN FIRST JOIST SPACE W/ W/ 1/2" PLYWD. OR O'SB (5)-8d NAILS INTO EA. SHEATHING PANEL, TYP. 1 1/2" GYPCRETE TOPPING O.C. IN CONT. TREATED 2X6 OI L 8194'-9 3/4 ZI-JOISTS PER PLAN CONT. 2x12 LEDGER BOTH FACES BOTH FACES 4" CONC. SLAB PER PLAN 8183' 0 0 41 PERIMETER DR/UN PER -J | " " SO ^. ",° ENG �� | �-O | "/| U "= .~ ~ On y �. /._ �� PERMIT 06/28/07 REVISED 1OZ16ZO7 �8G`�� ' � /6\-#5o CONT. LON(�T drawn by checked by ' ' '58U8� ~ 10/16/07 ,_' " - _'_ � _ #4 DWLS x o . U U) 0 4" SLAB PER PLAN � 0 Go on + U 0) 0) �� [ � 0 0 ~ 0 SLOPE SLAB pp 3i Fl, 0') 0) � z � � C- 7 Z � � �� ct� mm�]~�� J 4" CONC. SLAB PER PLAN ] [ r 8183'-0 : =C, - � O� U [ Co � m� (1)-#5 CONT. HOR|Z. @ MID-HT. ��nm uz m m - | �� 3 � �� - " 6 -..1 o �m ?/ V ml, � � m [ . _ 10 x ^c #5 OWLS x A . @ 48" O.C. r uz-) PERIMETER DRAIN PER�—j #5's CONT. HDR|Z. _j SOILS ENGINEER TOP 8c BOT. 1 1 -0 11 in PERIMETER DRAIN PER--� 2x8 STUDS @ 15" O.C. ----~\ " PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.'o @ 48" O.C. IN CONT. TREATED 2x6 � OL ' STONE VENEER--~ PER ARCH. CONT. L PER SCHEDULE--' SEE SHEET S2 O. I-JOISTS PER PLAN CONT. 2x12 LEDGER oil- NP PERIMETER DRAIN PE _j SOILS ENGINEER 8" 6" 0 13 4 -|-J0ST BLKG. PANELS @ 24' IN FIRST JOIST SPACE (5)-8d NAILS INTO E& PANEL, TYP. -1 1/2" GYPCRETE TOPPING |-JOISTS PER PLAN --CONT. 2x12 LEDGER W/ (2)-16d DRIVE PINS @ 16^ O.C. ' VERT @> 16" O.C. BOTH FACES o ' , �5s CONT. CONT. HOR|� @ 16" O.C. - 2 O ' ° BOTH FACES /2\-�5`o CONT. H0R|7 ,| _ BRG. WALL 16d DRIVE PINS @ 16" O.C. (IF HEATED SLAB, GLUE CONC. SLAB PER PLAN T TO CONCRETE) TOP & BOT of 2x4 OR 2x6 STUD BRG. WALL CONT. TREATED 2x6 W/ (IF HEATED SLAB, GLUE E TO CONCRETE) L4 0 CONC. SLAB PER PLAN (2)-#5'o CON T. HOR|Z. - TOP &c BOT IN FIRST JOIST SPACE W/ W/ 1/2" PLYWD. OR O'SB (5)-8d NAILS INTO EA. SHEATHING PANEL, TYP. 1 1/2" GYPCRETE TOPPING O.C. IN CONT. TREATED 2X6 OI L 8194'-9 3/4 ZI-JOISTS PER PLAN CONT. 2x12 LEDGER BOTH FACES BOTH FACES 4" CONC. SLAB PER PLAN 8183' 0 0 41 PERIMETER DR/UN PER -J | " " SO ^. ",° ENG �� | �-O | "/| U "= .~ ~ On y �. /._ �� PERMIT 06/28/07 REVISED 1OZ16ZO7 �8G`�� ' � /6\-#5o CONT. LON(�T drawn by checked by ' ' '58U8� ~ 10/16/07 ,_' " - _'_ � _ #4 DWLS x o . U U) 0 4" SLAB PER PLAN � 0 Go on + U 0) 0) �� [ � 0 0 ~ 0 SLOPE SLAB pp 3i Fl, 0') 0) � z � � < Z � � �� ' TOW. mm�]~�� J (1)-#4 CONT. H0R|Z. ] [ 0 Z - � O� U [ Co � m� (1)-#5 CONT. HOR|Z. @ MID-HT. ��nm uz m m - | �� 3 � �� o �m r � � m [ . _ 10 x ^c #5 OWLS x A . @ 48" O.C. r uz-) #5's CONT. HDR|Z. TOP 8c BOT. PERIMETER DRAIN PER--� �4" SOILS ENGINEER 8" 4" 2x8 STUDS @ 15" O.C. ----~\ " PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.'o @ 48" O.C. IN CONT. TREATED 2x6 � OL ' STONE VENEER--~ PER ARCH. CONT. L PER SCHEDULE--' SEE SHEET S2 O. I-JOISTS PER PLAN CONT. 2x12 LEDGER oil- NP PERIMETER DRAIN PE _j SOILS ENGINEER 8" 6" 0 13 4 -|-J0ST BLKG. PANELS @ 24' IN FIRST JOIST SPACE (5)-8d NAILS INTO E& PANEL, TYP. -1 1/2" GYPCRETE TOPPING |-JOISTS PER PLAN --CONT. 2x12 LEDGER W/ (2)-16d DRIVE PINS @ 16^ O.C. ' VERT @> 16" O.C. BOTH FACES o ' , �5s CONT. CONT. HOR|� @ 16" O.C. - 2 O ' ° BOTH FACES /2\-�5`o CONT. H0R|7 ,| _ BRG. WALL 16d DRIVE PINS @ 16" O.C. (IF HEATED SLAB, GLUE CONC. SLAB PER PLAN T TO CONCRETE) TOP & BOT of 2x4 OR 2x6 STUD BRG. WALL CONT. TREATED 2x6 W/ (IF HEATED SLAB, GLUE E TO CONCRETE) L4 0 CONC. SLAB PER PLAN (2)-#5'o CON T. HOR|Z. - TOP &c BOT IN FIRST JOIST SPACE W/ W/ 1/2" PLYWD. OR O'SB (5)-8d NAILS INTO EA. SHEATHING PANEL, TYP. 1 1/2" GYPCRETE TOPPING O.C. IN CONT. TREATED 2X6 OI L 8194'-9 3/4 ZI-JOISTS PER PLAN CONT. 2x12 LEDGER BOTH FACES BOTH FACES 4" CONC. SLAB PER PLAN 8183' 0 0 41 PERIMETER DR/UN PER -J | " " SO ^. ",° ENG �� | �-O | "/| U "= .~ ~ On y �. /._ �� PERMIT 06/28/07 REVISED 1OZ16ZO7 �8G`�� ' � /6\-#5o CONT. LON(�T drawn by checked by ' ' '58U8� ~ PERIMETER SOILS ENGINEER sheet PER PLAN 10/16/07 ,_' " - _'_ � _ � � < `" . U U) 0 0 no � 0 Go on + U 0) 0) �� [ � 0 0 ~ 0 pp 3i Fl, 0') 0) � z � � < Z � � �� mm�]~�� J 0 ] [ 0 Z - � O� U [ Co � m� _ O ��nm uz m m - | �� 3 4- �� m �� o �m �� m [ . _ 10 x ^c ' 0) 11 PERIMETER SOILS ENGINEER sheet PER PLAN ,_' " - _'_ 4" CONC. SLAB PER PLAN 4" CONC. SLAB PER PLAN 8183'-o VARIES 4 OL _j O L 8181'-8 (9)-#5's CONT. L0NG1l[ PERIMETER SOILS ENGINEER sheet PER PLAN <` U: h h h�� 7 \ 7 7 T , !0 7 •r � ,. .7 1 1 /4" 3" 1 1/ 4" 5 1/2" KNIFE PLATE (1) -3 /4 "O x 7" LAG 70 7 /Q ,, 1 6" ov 0. IL r � r r I ® I I I A 1 1/2" 1 1 2" 3 „ KNIFE PLATE 5� 3" 1 1/2" 1 1/2" V I in O � I I I I J L 000 1 1/4" 3 - , 3„ 1 1/4" KNIFE PLATE (E) 2x12 LEDGER PER PLAN 2x12 TOP CHORD --\ Q TYP. 1/4" KNIFE R W/ (6) - 3/4 "0 THRU -BOLTS (1)- 3 /4"O x 7" LAG ROOF FRAMING NOT SHOWN FOR CLARITY 6x6 6x6 (1) -3/4 "fir x 1' -O LAGS 1/4" KNIFE W/ � (7)- 3/4 "0 THRU -BOLTS • 6x6 6x6 (1) -3 /4 "O x 1' -O LAGS •, 0®r 1/4„ KNIFE W/ 3 ®®-' 0 ` ~� (7) -3/4 "b THRU -BOLTS 6x6 O �� > `- 10 6x6 6r ®i,� z A �� 6x6 �� z co 5� �., '� 6x6 EQ. EQ. ,, !!! f �-1 �� \ Q r EQ. EQ. z 6x6 0 !!�! r,. z 10x10 0 I 1 M z ®� �� r z z I� O 0 10 1 L® [_® j 1/4" KNIFE �j' W/ 1/4" KNIFE �' Wf 1/4" KNIFE R W/ (2) -3/4" x 1 ` -2 LAGS (11) -3/4 "O THRU -BOLTS (5) -3/4 "0 THRU - BOLTS (11) - 3/4 "O THRU - BOLTS (3) -2x6 (3) -2x6 (2) -3 f 4 "�b x 1' -2 LAGS 7 SCALE: 3/4" = 1' -0" all \ >d \ \44 *z > 0 -�-�. h� j J ^• Go rn f 7 T �� r r 3'r KNIFE PLATE (Z (4) -3/4 "0 x 1' -2 LAGS 2 3/4" 4! A) 6x6 CENTERED (4)- 3/4 "Ox1' -2 LAGS BELOW 8x8 [(2) -INTO EA. MEMBER] � z - (4) -3/4 "0 x 1' -2 LAGS SCALE: 3/4" = 1' -0" 6x6 BELOW (3) -2x6 (4) -10d NAILS @ EA. ' TRUSS TYP. CONT. 2x12 STRUCTURA SUB - FASCIA, SEE PLAN (5) -10d NAILS (5) -16d NAI 2X8 B01 CHORD 2x6 STUDS Q 16" W/ 1/2" PLYWD. OR OSB SHEATHING 1 1/4x11 7/8 TIMBERSTRAND LSL (OR EQUIV.) RIM 1 1/2" GYPCRETE TOPPING _ 8105' -0 T.O. PLYWD. 11 7/8" I- JOISTS PER PLAN SCALE: 3/4" = 1' -O" z —6x6 VERTICAL MEMBER OF ADJACENT TRUSS SCALE: 3/4" = 1' -0" d- `, 2 3/4" 8x8 h �ry cf' 7 Ir�„ 3,, 7 � " e 1 1/4" 3" 1 1/4" KNIFE PLATE (j) f9r Z /A "i .. d' n 1 A! (1) -3/4 "b x 1' -2 LAG (2) -3/4 "0 x 1' -O LAGS 1/4" KNIFE W/ (4) -3/4 "0 THRU -BOLTS 2x6 STUDS @ 16" W/ 1/2" PLYWD. OR OSB SHEATHING CONT. 2x12 STRUCTURAL. SUB - FASCIA, SEE PLAN SCALE: 3/4" = 1' -O" STL. BM. PER PL (2)-1/2" 0 x 6 BUILT -UP STUD uv�. PER PLAN 2 SCALE: 3/4" = 1' -O" S7 11 7/8" I- JOISTS PER PLAN ® � ____ � __�__ � 1 1/2" GYPCRETE TOPPING 8195' -0 T.O. PLYWD. 0 © TYP. Q TYP. STL BM. PER PLAN W / L (3)-1 3/4x11 7/8 LVL CONT. 2x R DRIVE - PINNED PACK WEB SOLID FOR FACE TO TOP FLANGE MOUNT HANGER. FASTEN BLKG. W/ (2) -3/4 "0 THRU -BOLTS EA. SIDE OF HANGER SCALE: 3/4" = 1' -0" TYP. 2x8 LEDGER - PER PLAN 2x8 BOTTOM CHORD designed by ALE /MPS drawn by MTN /DH checked by issued PROGRESS 06/19/07 PERMIT 06/28/07 REVISED 10 16/07 sheet 10/1 6/07 } 0Q > N U Q 3: 00 (o <t 0 0000 C O to r4) tl) a O � §a�rn I - U) CO W -j . -- .r - . Q � E- od (D :D roU_ � � co to ....j .,....... Z' O U C C\j 0) � _ j " t) c 't 00 1 T- `� °� 0) �firr 0) p0�rn J O X C5 = >� designed by ALE /MPS drawn by MTN /DH checked by issued PROGRESS 06/19/07 PERMIT 06/28/07 REVISED 10 16/07 sheet '#5'o @ 12" EA. WAY #5 DWLS x 16^ 0.C.�| 4 5 ^ s CONT. HOR|Z. CONTHDRIZ. @ k40.—HT 8176 STRUCTURAL STAIRS 6" CONC. SLAB SEE DETAIL 5/S8 O L 8195-0 TT.O. SLAB 4 77 3TL BEAM PER PLAN W/ 5 O'Ox5' H.A.S. @ 24' O.C. SEE ARCH. FOR STAR RISE AND RUN TYP. CON T. IN EA. NOSING 2x0 STUDS @ 16" O.C. 1 PLYWD. OR OSB SHEATHING MEN CONT. L4x4x1/4 W1 3/4"Ox4" ` EXP. ANCH'o @18" O.C. & /9 | U J 1 H.A.S. @ 24" O.C. / o u� '— PLANT SCHEDULE SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. Colorado Blue Spruce Picea pungens 15' -0 ht. 5 Quaking Aspen Populus tremuloides 2"-3"col. 6 EQUAL TO TH HEIGHT OF TH TREE REMOVED. (BASIS OF ELEVATIONS) FOUND PIN AND CAP EXISTING PREMISE ID. (254) L.S. NO. 16827 EXISTING 4 CONCRETE PAN LOT 24 W/ 2 INVERT, No NEAT EXIST NG 18" CMP ELECTRICAL LINE (VERIFY) HATER LINE (VERLEY- —__ BUILDING SETBACK 81 � � -�.. \ "` ' �o-`. -� Z_ General Landscape Notes Trees and shrubs shall be planted in pits 1 1/2 times the size of U) the plant rootball and backfilled with a combination of topsoil, NOTE: PROVIDE SEPARATE ZONE, MARKED RELOCATE SNONMELT N LOT #23 0 well rotted manure and compost. All trees shall have a well a 0 AT THE CONTROL BOX FOR AEATE& BOILER SHED TON 8180'-0" LOC #7, L VILLA PE 1ST` CD minimum of 4" deep, comparable in size to the drip line of the 0*) DRIVE IN TOV RIGHT-OF-HAY. BON tree. All deciduous trees shall be staked with 6' steel ' NEW PROPERTY LINE 0.569 ACRES posts and guyed with #14 gouge galvanized wire and 1 1/2" x 16" .0 nylon tree straps. After installation all newly planted trees shall be rootfed with a liquid root growth stimulator containing _011 vitamin 5-2 as well as a slow release fertilizer. 00 All shrub beds shall be lined with weed prevention mat prior to being topdressed. All tree wells and shrub beds shall be HE RIVE L topdressed with a minimum of 3" of bark mulch. Herbaceous planting beds Shall be topsoil, tilled to a depth of \, d .�, I — -t--- _ BA 6" and be rock free. A Mixture of compost and well rotted manure should be tilled into the planting beds ( I cubic yard compost "�; � � � `� � � ' 1 � � � • � i � per 350 s.f., one cubic yard manure, per 260 s.f.). All / X 111 t 1 i l °` herbaceous planting beds shall be topdressed with 1/2" block Colorado humus peat WILLOWS - (9-1 All disturbed areas designated on the Landscape Plan to receive NOTE: EXISTING STREAM AND HILLOV45 native gross treatment ofthe recommended seed mix, and shall be 86 revegetated by sowing the seed mixture at a rate of 114 pounds AREA TO REMAIN. per linear 5cipare acre. LOT 20A N N6 GE One application of 18-46-0 fertilizer shall be broadcast prior to � METER LOCATION s 0 T seeding at the rate, of 7 1bs./1000 s.f. All revegitated areas shall TON 8188'-4" CV be mulched with 2-3" of weed free hay or straw. All mulched area BON 8184'-0" 7;_ y shall be treated with on approved organic tockifier at the rate of 120 lb5./acre. NOTE: ALL IMPROVEMENTS ON LOT 20A CA E TO BE REMOVED AND RESTORED All newly planted shrubs and trees shalt recieve drip irrigation. TO A NATURAL STATE. All sod are-as shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. TON 8159 BON 8188'-0" =0u Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with &F- A' 8190 topsoils where indicated on plans. 8188.5 PATIO + Trees to be moved shall be over dug to the extent of the drip edge EXISTING PATIO (REMOVE) 51%1-011 11 - 1 and immediately planted as described above and watered during (VERIFY�3 construction. Should the transplanting foil, a replacement sholl, be installed of equal size or multiple planting to obtain equal size of TON 81%'-0" -3/4" 01 the existing (failed) tree. BON alaq'-011 NEW PROPERTY LINE 8194.0 N FOUND PIN AND CAP L.S. NO. 16827 EXISTING BOULDER WALL k1V BUILDING SETBACK 8195.5 EASEME LOT 25 % BUILDING SETBACK LIMIT OF DISTURBANCE TON 8188 & EXISTING BUILDING OUTLINE BON 81%'-0" 8198— 10 NOTE: EXISTING TREES (SMALL TO MEDIUM) NEST OF PRIMARY UNIT FOUND PIN AND CA L.S. NO. ????? NIND�N WELL DPZAINAGI SNALE —HEATED STONE PATH LOT 21 POSTS: 5' LONG 4 WOOD OR 1.3 LSS./FT. STEEL lo O.C. (MAX.) FILTER FA5RIC- 42' WIDE TENSILE STRENGTH 120 LBS. EOVALENT OPENING SIZE 70 WIRE MES14i 42' WIDE 4' MESH (MAX.) 14- GUAGE WIRE (MIN.) STAPLES (FOR WOOD WOOD POSTS) HEAVY DUTY I' LONG (MIN.) WIRE (FOR STEEL POSTS) 1 4• 1 EROSION FENCE DETAIL TO BE RELOCATED AS NEEDED. LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 50. FT. HEATED = 1 SQ. FT. LANDSCAPE DEVELOPMENU PLAN MIN. REQUIRED = 163 50. FT. PROPOSED = 328 SQ. FT. SCALE III = 101-011 LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = g, q31 50. FT. MINIMUM ALLOWABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 1 1 0 13 50. FT. Tom Juniper Juniperus sabina tamariscifolia 5 gal. 7 In RADIUS = 1205.15' .UL DELTA = 9*25'18" Gold Drop Potentillo Potentillo fruticoso forreri 5 got. 7 ARC = 198.27' TANGENT = 99.35' Trees to be removed to CHORD = 198.02' BRG N82*20'36 Revegitation (0 Native grosses and wildflowers Io13 sq, ft. p AD __ NOTE: REVEGITATE SITE WITH NATIVE GRASSES AND WILDFLOWERS. R o.\,N 00 NOTE: EXISTING VEGETATION ; GRASSES, SAGE AND SERVICEBERRY. 50 NOTE: NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED. M 0920 RIM El EV. = 8173.2' OUTLINE OF EXISTING - — -- — — NOTE: - REMOVED TREES TO BE REPLACED BY NEW 15'-0" TRE ,ANVERT IN = 8164.1 INVERT OUT = 8164.3' VEGITATION EQUAL TO TH HEIGHT OF TH TREE REMOVED. (BASIS OF ELEVATIONS) FOUND PIN AND CAP EXISTING PREMISE ID. (254) L.S. NO. 16827 EXISTING 4 CONCRETE PAN LOT 24 W/ 2 INVERT, No NEAT EXIST NG 18" CMP ELECTRICAL LINE (VERIFY) HATER LINE (VERLEY- —__ BUILDING SETBACK 81 � � -�.. \ "` ' �o-`. -� Z_ General Landscape Notes Trees and shrubs shall be planted in pits 1 1/2 times the size of U) the plant rootball and backfilled with a combination of topsoil, NOTE: PROVIDE SEPARATE ZONE, MARKED RELOCATE SNONMELT N LOT #23 0 well rotted manure and compost. All trees shall have a well a 0 AT THE CONTROL BOX FOR AEATE& BOILER SHED TON 8180'-0" LOC #7, L VILLA PE 1ST` CD minimum of 4" deep, comparable in size to the drip line of the 0*) DRIVE IN TOV RIGHT-OF-HAY. BON tree. All deciduous trees shall be staked with 6' steel ' NEW PROPERTY LINE 0.569 ACRES posts and guyed with #14 gouge galvanized wire and 1 1/2" x 16" .0 nylon tree straps. After installation all newly planted trees shall be rootfed with a liquid root growth stimulator containing _011 vitamin 5-2 as well as a slow release fertilizer. 00 All shrub beds shall be lined with weed prevention mat prior to being topdressed. All tree wells and shrub beds shall be HE RIVE L topdressed with a minimum of 3" of bark mulch. Herbaceous planting beds Shall be topsoil, tilled to a depth of \, d .�, I — -t--- _ BA 6" and be rock free. A Mixture of compost and well rotted manure should be tilled into the planting beds ( I cubic yard compost "�; � � � `� � � ' 1 � � � • � i � per 350 s.f., one cubic yard manure, per 260 s.f.). All / X 111 t 1 i l °` herbaceous planting beds shall be topdressed with 1/2" block Colorado humus peat WILLOWS - (9-1 All disturbed areas designated on the Landscape Plan to receive NOTE: EXISTING STREAM AND HILLOV45 native gross treatment ofthe recommended seed mix, and shall be 86 revegetated by sowing the seed mixture at a rate of 114 pounds AREA TO REMAIN. per linear 5cipare acre. LOT 20A N N6 GE One application of 18-46-0 fertilizer shall be broadcast prior to � METER LOCATION s 0 T seeding at the rate, of 7 1bs./1000 s.f. All revegitated areas shall TON 8188'-4" CV be mulched with 2-3" of weed free hay or straw. All mulched area BON 8184'-0" 7;_ y shall be treated with on approved organic tockifier at the rate of 120 lb5./acre. NOTE: ALL IMPROVEMENTS ON LOT 20A CA E TO BE REMOVED AND RESTORED All newly planted shrubs and trees shalt recieve drip irrigation. TO A NATURAL STATE. All sod are-as shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. TON 8159 BON 8188'-0" =0u Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with &F- A' 8190 topsoils where indicated on plans. 8188.5 PATIO + Trees to be moved shall be over dug to the extent of the drip edge EXISTING PATIO (REMOVE) 51%1-011 11 - 1 and immediately planted as described above and watered during (VERIFY�3 construction. Should the transplanting foil, a replacement sholl, be installed of equal size or multiple planting to obtain equal size of TON 81%'-0" -3/4" 01 the existing (failed) tree. BON alaq'-011 NEW PROPERTY LINE 8194.0 N FOUND PIN AND CAP L.S. NO. 16827 EXISTING BOULDER WALL k1V BUILDING SETBACK 8195.5 EASEME LOT 25 % BUILDING SETBACK LIMIT OF DISTURBANCE TON 8188 & EXISTING BUILDING OUTLINE BON 81%'-0" 8198— 10 NOTE: EXISTING TREES (SMALL TO MEDIUM) NEST OF PRIMARY UNIT FOUND PIN AND CA L.S. NO. ????? NIND�N WELL DPZAINAGI SNALE —HEATED STONE PATH LOT 21 POSTS: 5' LONG 4 WOOD OR 1.3 LSS./FT. STEEL lo O.C. (MAX.) FILTER FA5RIC- 42' WIDE TENSILE STRENGTH 120 LBS. EOVALENT OPENING SIZE 70 WIRE MES14i 42' WIDE 4' MESH (MAX.) 14- GUAGE WIRE (MIN.) STAPLES (FOR WOOD WOOD POSTS) HEAVY DUTY I' LONG (MIN.) WIRE (FOR STEEL POSTS) 1 4• 1 EROSION FENCE DETAIL TO BE RELOCATED AS NEEDED. LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 50. FT. HEATED = 1 SQ. FT. LANDSCAPE DEVELOPMENU PLAN MIN. REQUIRED = 163 50. FT. PROPOSED = 328 SQ. FT. SCALE III = 101-011 LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = g, q31 50. FT. MINIMUM ALLOWABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 1 1 0 13 50. FT. In 00 W) 00 Z 0" L) Z 0 U Z H > In 0 > 0 �J Z �% 00 LI] > 00 > U U C) P4 > > (g) COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS IIERUN, AS AN INSTRUM OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN AAA ARCHITECT P.C, AND IS NOT TO DE USED fN)AT IOLF OR PART WITHOUT TITE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN TH E SHALL TIIOROUGMY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON TILE DRAWINGS. TUF CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE OCT. 4 2007 ISSUE: C.T.A.P. 9 REVISION DATE INITIAL SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. AIL Colorado Blue Spruce Picea pungens 15'-0' ht. 5 Quaking Aspen Populus tremuloides 2"-3"cal. 6 Tom Juniper Juniperus sabina tomariscifolia 5 gal. 7 RADIUS = 1205.15' .UL DELTA = 9*25'18" Gold Drop Potentillo Potentilla fruticoso forreri 5 got. 7 ARC = 198.27' "\1 I /' TANGENT = 99.35' Trees to be removed 10 CHORD = 198.02' BRG N82'20'36"E_—,-- Revegitation Native grosses and wildflowers 10,974 sq, ft. SEA VER D AM Ro AD _ GRASSES AND WILDFLOWERS. NOTE: REVEGITATE SITE WITH NATIVE C ( 0' 0 NOTE: EXISTING VEGETATION ; GRASSES, SAGE AND SERVICEBERRY. NOTE: NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED. MH 0920 OUTLINE OF EXISTING RIM ELEV. = 8173.2' VFr-IT`ATION 6 11ME $TAKING NOTE: REMOVED TREES TO BE REPLACED BY NEW V NVERT IN = 8164.1' -0" TREES INVERT OUT = 8164.3' EQUAL TO THE HEIGHT OF THE TREE REMOVED. BASIS OF ELEVATION ( S) I EXISTING PREMISE ID (264) EXIS�NG 18" CMP BUILDING SETBACK /"o < M V) > " RE LOCATE SNONMELT --- #23 BOI SHED LOCK #7, I-�L-VILLAPE 1ST NEW PROPERTY LINE 0.569 ACRES 25 -0 r r U/ WILLOWS + `' j% /� �/ ' ' `\ Q ; 1° I A �7 NOTE: EXISTING STREAM AND WILLOWS \k AREA TO REMAIN. 86 N �_ 11 } — ` l i ` LOT 20A -\05 NOTE: ALL IMPROVEMENTS ON LOT 20A TO BE REMOVED AND RESTORED * 0) TO A NATURAL STATE. -�* ' I I . X I I I I \ 81 �y 8188.5 7 — e EXISTING PATIO (REMOVE) UT 8194.0 fn 'i 10, A� EXISTING BOULDER WALL BUILDING SETBACK 8195.5 8198 '0 819 01_ NEW PROPERTY LINE 7 —\ t t/,— BUILDING SETBACK LIMIT OF DISTURBANCE NOTE: EXISTING TREES (SMALL TO MEDIUM) NEST OF PRIMARY UNIT FOUND PIN AND CAP/7V L.S. NO. ????? 1 POSTS, 6' LONG 4OX4 wow OR 1.3 LBS./FT. STEEL 10 O.C. (MAX.) FILTER FABRIC- 42' WIDE TENSILE STRENGTH 120 LBS. SOVALENT OPENING SIZE 70 WIRE MESI-Is 42' WIDE 6' MESH (MAX.) 14— GUAQE WIRE (MIN.) STAPLES (FOR WOOD WOOD POSTS) HEAVY DUTY I LONG (MIN.) WIRE (FOR STEEL POSTS) GRADE COMPACT DIRT ;• 0 4' EROSION FENCE DETAIL 10 BE RELOCAT ED AS NttL)I=U. LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 50. FT. HEATED = 1 50. FT. MIN. REQUIRED = 153 SQ. FT. PROPOSED = 32 SQ. FT. LANDSCAPING: 0 LOT 23A, LOT SIZE .228 ACRES = 9, 931 SO. FT. MINIMUM ALLOWABLE = 60% = 5 SQ. FT. PROPOSED - 62% OR 6, 193 SQ. FT. #UND PIN AND CAF 16827 -OT 24 — General Landscape Notes Trees and shrubs shall be planted in pits 1 1/2 times the size, of the plant rootball and backfilled with a combination of topsoil, 0 well rotted manure and compost. All trees shall have a well a minimum of 4" deep, comparable in size to the drip line, of the 0) tree. All deciduous trees shall be staked with V steel ' posts and guyed with #14 gouge galvanized wire and 1 1/2" x 18" M nylon tree straps. After installation all newly planted trees shall be rootfed with a liquid root growth stimulator containing N vitamin 5-2 as well as a slow release fertilizer. 00 All shrub beds shall be lined with weed prevention mat prior to being topdressed. All tree wells and shrub beds shall be �f topdressed with a minimum of 3" of bark mulch. Herbaceous planting beds shall be topsoil, tilled to a depth of 6" and be rock free. A mixture of compost and well rotted manure should be tilled into the planting beds ( I cubic yard compost per 350 s.f., one cubic yard manure per 250 sf.). All herbaceous planting beds shall be topdressed with 1/2" black Colorado humus peat . All disturbed areas designated on the Landscape Plan to receive native gross treatment ofthe recommended seed mix, and shall be revegetated by sowing the seed mixture at a rote of 114 pounds per linear sqpore acre. One application of 18-46-0 fertilizer shall be broadcast prior to '�' `• seeding at the rate of 7 tbs./1000 s.f. All revegitated areas shall be mulched with 2-3" of weed free hay or straw. All mulched area shall be treated with on approved organic tockifier at the rate of 120 tbs./acre. All newly planted shrubs and trees shall recieve drip irrigation. All sod areas, shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with topsoils where indicated on plans. Trees to be moved, shall be over dug to the extent of the drip edge and immediately planted as described above and watered during construction. Should the transplanting fail, a replacement shall be installed of equal size or multiple planting to obtain ectual size of the existing (failed) tree. FOUND PIN AND CAP L.S. NO. 16827 LOT 25 LANDSCAPE DEVELOPMEN.-. T PLAN (DEMO / REVEGITATION PLAN) SCALE lit = 101-01t 1/2' MAMMM WM W NYLON STRAPS L4 C.AWW GALVANIZED WIRE VLOOG0 STAKES t 2 WCALIPOt OR UNDER 6 'STM T-POST STAKES MR TPZM 2 W CALIPER OR OVER 24' STEEL STAKE U Z 0 00 "C C'q 0 Do "T Cn Z 0 U U Z w CD 0 C-- Z 0 0 H r-�+ Z 00 00 � � a > U U 0 > > C) COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS 1IMMIN, AS AN tNSTJWMFNTOFI`ROFESSIONA1, SERVICE, ISITIEPROP L MTYOF STEVEN JAMES RIDEN A.j ARCHIUCTP.C., ANDISNOTTOBE USED 0 THE WRITTEN AUTHORIZATION OF STEVEN JAMES PJDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTORSHALLREPORT ANY VARIATIONS OR DISCREPANCIES TO TIM ARCHITECTI)EFORE PROCFEDINC DRAWNDY: T,4 DATE: OCT. 4, 2007 C.T.A.P. tl REVISION DATE INITIAL • RADIUS = 1205.15' DELTA = 9*25'18" EXISTING 4'-0 CONCRETE PAN N1 2 INVERT, NO HEAT ELECTRICAL LINE (VERIFY)-- WATER LINE (VERLEY -�-� ARC = 198.27' TANGENT = 99.35' CHORD = 198.02' BRG N82*20'36 -- n ROA" EA FR DA BN �50 .W •� _ _r r rr r MN 0920 OUTLINE OF EXISTING ....... RIM El EV. = 8173.2' VEGITATION NVERT IN = 8164.1' INVERT OUT = 8164.3' (BASIS OF ELEVATIONS) FOUND PIN AND CAP EXISTING PREMISE ID. (264) L.S. NO. 16827 LOT 24 EXIS 18" CMP PAL 254 EXTERIOR LIGHTING INFORMATION BUILDING SETBACK LOT SIZE = 24,785 SQ. FT. 81- 1,7, I MAXIMUM # OF LIGHT SOURCES = I PER 1000 SQ. FT. `' _ / �\ P � / ` t r / I MAVIM11M A± •= :=V"r:=lPltnV I lr—LI — - Topq alaqI-C)" u r — BOW 8184'-0" 'r-IAK I NOTE: ALL IMPROVEMENTS ON LOT 20A \ TO BE REMOVED AND RESTORED CcD:) TO A NATURAL STATE. 0) CD -o n TOW 818g-0 8lq2l-0" BON 8188 ..F 4 R it7�1r 8190 8188.5 PATIO 189.1 x EXISTING PATIO (REMOVE) 1 90.1 iq5 - IT 0 (VERIFY r �,��. p� � t -�- .1ol TON 8185 BON 518q'-O" LA Ln - FER7 , r LINE, 8194.0 OK NIND 1 7 FOUND IN AND D CAP TOW 8Iq8 BON 8195 8198- FOUND PIN AND CAP, L.S. NO. ????? / W 1\ -EXISTING BUILDING OUTLINE —NOTE: EXISTING TREES (SMALL TO MEDIUM) WEST OF PRIMARY UNIT T05E RELOCATED ASNEEDED. LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 SQ. FT. LS. NO. 16827 LOT 25 I '%rrp RIOR LIGHTING PLAN HEATED = 1 SQ. FT. Eys,.-tE MIN. REQUIRED = 163 SO. FT. PROPOSED = 32q SQ. FT. SCALE III = 101-011 LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = q,(931 SQ. FT. MINIMUM ALLOWABLE = 60% = 5 50. FT. PROPOSED = 629 OR 6, 193 SQ. FT. EXTERIOR LIGATING LEGEND KEY DISCRIPTION QTY. MANUFACTURER / MODEL LAMP I I(VEXT.NALI_ MOUNT 7 VISA #OV41060 QF26 26 WATT 2 0 EXT.RECESSED CAN 2 ELCO #EL71CIO0 751 75 WATT 3 A LANDSCAPE (MINI) q PROGRESS P5213-31 12V S.C.5AYONE 24H TOTAL EXISTING EXTERIOR LIGHTS ON PRIMARY UNIT = 8 RADIUS = 1205.15' DELTA = 9*25'18" EXISTING 4'-0 CONCRETE PAN N1 2 INVERT, NO HEAT ELECTRICAL LINE (VERIFY)-- WATER LINE (VERLEY -�-� ARC = 198.27' TANGENT = 99.35' CHORD = 198.02' BRG N82*20'36 -- n ROA" EA FR DA BN �50 .W •� _ _r r rr r MN 0920 OUTLINE OF EXISTING ....... RIM El EV. = 8173.2' VEGITATION NVERT IN = 8164.1' INVERT OUT = 8164.3' (BASIS OF ELEVATIONS) FOUND PIN AND CAP EXISTING PREMISE ID. (264) L.S. NO. 16827 LOT 24 EXIS 18" CMP PAL 254 EXTERIOR LIGHTING INFORMATION BUILDING SETBACK LOT SIZE = 24,785 SQ. FT. 81- 1,7, I MAXIMUM # OF LIGHT SOURCES = I PER 1000 SQ. FT. `' _ / �\ P � / ` t r / I MAVIM11M A± •= :=V"r:=lPltnV I lr—LI — - Topq alaqI-C)" u r — BOW 8184'-0" 'r-IAK I NOTE: ALL IMPROVEMENTS ON LOT 20A \ TO BE REMOVED AND RESTORED CcD:) TO A NATURAL STATE. 0) CD -o n TOW 818g-0 8lq2l-0" BON 8188 ..F 4 R it7�1r 8190 8188.5 PATIO 189.1 x EXISTING PATIO (REMOVE) 1 90.1 iq5 - IT 0 (VERIFY r �,��. p� � t -�- .1ol TON 8185 BON 518q'-O" LA Ln - FER7 , r LINE, 8194.0 OK NIND 1 7 FOUND IN AND D CAP TOW 8Iq8 BON 8195 8198- FOUND PIN AND CAP, L.S. NO. ????? / W 1\ -EXISTING BUILDING OUTLINE —NOTE: EXISTING TREES (SMALL TO MEDIUM) WEST OF PRIMARY UNIT T05E RELOCATED ASNEEDED. LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 SQ. FT. LS. NO. 16827 LOT 25 I '%rrp RIOR LIGHTING PLAN HEATED = 1 SQ. FT. Eys,.-tE MIN. REQUIRED = 163 SO. FT. PROPOSED = 32q SQ. FT. SCALE III = 101-011 LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = q,(931 SQ. FT. MINIMUM ALLOWABLE = 60% = 5 50. FT. PROPOSED = 629 OR 6, 193 SQ. FT. uo 00 0 Go C; z 0. z 0 ZF_ 0 C/) CIO H � cn 00 o U � > C) COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS UocumcNT, AND TIE; IDEAS AND DESIGNS HEREIN, AS AN NSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDLN All ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTI [ORIZATION Of STEVEN JAM" RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFL W-T WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO PROCEEDING DRAWN BY; TH DATF, OCT. 4 :2007 ISSUE, C.T.A.P. REV)SIONDATIll MIAL RADIUS .. 1205.18' DELTA = 9'25'18" ARC = 198.27' TANGENT = 99.35' RADIUS — 1205 DELTA = 02'20' ARC = 49.23' TANGENT = 24. CHORD = 49.2 BRG = N78'48'( FIGHT POLE QS MANHOLE (SEWER) Gm METER (GAS) TREE (EVERGREEN) TREE (DECIDUOUS) BUILDING /FOUNDATION CANTILEVER DECK DRIVEWAY /EOA PROPERTY LINE PROPERTY LINE (ADJOINING) DITCH (FLOWLINE) RESUB. LINE LOT 21 V AND CAP 6827 :A OF WETLANDS GRAPHIC SCALE ( IN FEET ) 1 inch = 10 #t, r D 1) DATE OF TOPOGRAPHY; 4/12/2007. DATE OF WETLANDS LOCATES. 4/22/2004. 2) BASIS OF ELEVATIONS: SEWER MH0920, RIM ELEV. - 8173.2, INVERT IN = 8164.1' INVERT OUT = 8164.3' (SEE DRAWING). 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 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. GORE RANGE SURVEYING LLC DID N OT PERF A TI TLE SE ARCH O F SU PROPE T O ESTABLISH OWNERSHIP . OR RIGHTS OF a OF REC BOUN r E A ND R OF ! SH OWN r r AR • r THE REC P LAT F OR PRO P E R TY, 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 6) AREA OF WETLANDS SHOWN HEREON PER FIELD MARKINGS PROVIDED BY WATERSHED ENVIRONMENTAL CONSULTANTS. OUND PIN AND CAP .S. NO. 16827 LOT 25 zwRVEYOR'S CERTIFICATE LOT 22 I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. Pl A Q '7 __ -- ---* 8167.9 SAMUEL H. — ECKER a COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF c� GORE RANGE SURVEYING LLC • t • • • No • • •r � w r • C) Q w Q LQ m Q •.