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B07-0132 Plans (paperwork in legal file)
Booth Creek Du lex Renovaitod General Contractor/Develo Structural Engineer Sundquist Design Group, Inc. Land Surveyor Eagle Valley Surveying, Inc. SHEET INDEX EA1.1 Existing Site s Landscape Flan E A2.1 Existing Lower Level Plan E A2.2 Existing Upper Level Floor Plan EA2.3 Existing Roof Plan EA3.1 Existing East s South Elevations EA3.2 Exis Nest s North Elevations EA3.3 Ex isting Gara El evations A1.1 Site s Landscape Plan A2.1 Lower Level s Basement Floor Plana A2.2 Upper Level Floor s clear Story Plans A2.3 Roof Plan A5.1 East 4 South Elevations A3.2 Meat $ North Elevations A3.3 Garage Elevations I I , i t r a nd .r r I Found I M L F P l a n Upp R oof fr P l a n p High Roof framing Plan Found .r / Fr , e I moo desicin shop, inc. • • CO t11 r r-- 0 CO x- i C, 2 0 L 0 E � C Q D Ui a• 0 V) LO LO • ON E CO • • O .- iii i�� „� VRS Sul=i55lon 10$/05/0'7 0 M ME '� f F i C, • a• LO • CO O .- iii i�� „� VRS Sul=i55lon 10$/05/0'7 0 M ME '� f F EDGE ASPHALT DRIVE LOT 2 FOUND PIN & ALUM CAP LS #26598 2' WITNESS CORNER ELECTRIC TRANSFORMER ELEC 0 METER d 6a SEWER MANHOLE 0100 I N V= 8286.4 MEAS. RIM =8296.6 BASIS OF ELEVATION INTERSTATE HIGHWAY NO. 70 00 - . — FOUND # 4 REBAR & WASHER WOOD1 FENCE, \ i L- 03-4 \ t` + t t \ 1 1 1 _ \ \ \ \ P RCEL 2 TRACT 13 166 AC. 9456 0� BUSH LINE 4 '\ 30' STREAM ' BUILDING `\ SETBACK ` l I + /ERHANG p \ \. + CIRCULAR t ' S1 AIRWAY '�'\• I ' ` 1 \\ FLAGSTONE '\ / '\\ PATIO ATIO \ BELOW CONC. � • \� / I 8300.9 PAD r t ' \ STACKED OULDER ' t EDGE LAWN -'- ------ E 1_-- �---- - W,ALL d =10° 48' S1' R =270, 00' L= 50.96' T =25. 56' C LEN =50. 89' BRG =N 87° 0436' E r R= 270.00' L= 90.20' T=45.52' C LEN = 89.78' BRG =N 82'54'57" E FOUND PIN & ALUM CAP EDGE WATER FLOWLINE STREAM , i ' l N87 °30'49 "W 50.20' y . `l� EDGE ASPHALT ROAD 800TH CREEK DRIVE (40' R.O.W.) EXI5TINO SITE FLAN 50ALE: 1 - 10'-0 CONC. ABUTMENT 0 11 ks I55ue 00 a) t-, U 05/14/0'1 DRS Submission 04/05/0"7 c: 0 00 d .� C6N cQ�Lo c- Q �0� � �0'- r• U i •o • Lo 0` E c: � • .t .. i • rww • • IL I55ue Pate DRB Submission 05/14/0'1 DRS Submission 04/05/0"7 i i r• 6 i •o • r- 0 u Lo � • .t .. i % - L 1 .1- • • IL I55ue Pate DRB Submission 05/14/0'1 DRS Submission 04/05/0"7 Prawing Site Flar. Sheet Number: I ------------------------ ------- I "T ~! � 1 1 ------ ------ ------ ------ -------- ------ - - - - - - - - - - - - - - -- ------ X CO N U m L ► 0 PR5 5ubmi5sion 05/14/0*7 0 � 2 2 0410510-T co 0 M 0 C Lo 0 4- , 0 o c? C V) P-, t" E ON o D -- Cj) (1)o 4— U) Q- _ 4- I a) CO a) 0 4- L- U 0A E C: 61-- z 'o o -00 o(l) 0) Lo i2o CL il CN > • C- E X l5que Date PR5 5ubmi5sion 05/14/0*7 ORS 5ubmigsion 0410510-T D (Y) 0 c? C (1)o 4— 466 F3 v I a) CO a) 0 4- L- > 0 LO 0 Jc: 4— 61-- z 'o o -00 o(l) 0) Lo i2o CL il CN > Sheet Number: , LOkNER LEVEL FLOOR PLAN I / 5C ALE- Y4" = l'-O" l5que Date PR5 5ubmi5sion 05/14/0*7 ORS 5ubmigsion 0410510-T 0 00 N U E 'o 0 Lo 0 C: x r-- — 0 C064 0 cm d 0 C CN o QL 0 CL C: ou �Lf) (- o 01) 4- 0 C: 0 C? C14 V) D 0, -v > 0" o - c: --1- 0 C) Fa a o 5 4- 0 V) LO a 011 E C: 0 z 0 0 0 (D a, 014 Number: 1TIN6 UPPER L5*\ IFLOOKI FLAN T'r 0) = - � C? C14 -v > 0" --1- 0 C) Fa _sz Q) 0 LO U 04 Co 0 0 z 0 0 0 (D a, 014 15!5ue Pate VR-B 5ubmis5lon c O O O 11 h. �o I E U Lo o u — — — — — — — — DRS 5ubmisgion X a r2 -:4- 6 r2 co 0 0 C% 0 C co f-- 0 V) 0 c D OV) u 0 400 Lo E u U LO 0 00 8 o C: --w() 0 • u 0) Lo C: C4- co E 15!5ue Pate VR-B 5ubmis5lon 05/14/0'7 — — — — — — — — DRS 5ubmisgion 04/05/0*1 - — - — - — -- co f-- 0 E 15TIN& ROOF IPPLAN X D - — - — - — -- co f-- 0 0 400 4— u U LO 0 00 8 o C: --w() 0 (D 0) Lo C: C4- co r-IL i=-i cc\)�4 > I i i I 1 i 1 I 1 I I I i I ( ; - EX15TIN& 5OUTH ELEVATION SGAtLE. Y6 - 1-0 I I 1 i I i I EX15 TI 1N& IEA5T EL IE\V1ATI0ON �G,hLE. X I a5ue Date DRB 5ubmi5sion 03/14/0'1 co CZI V co M Lo 0 D v r r- !l ll..1 1 l 1 m ('CA M p o LO Q V ..4.... i " c) C UL7 p cry 0 LO 0 0 �, � co LO V) I i i I 1 i 1 I 1 I I I i I ( ; - EX15TIN& 5OUTH ELEVATION SGAtLE. Y6 - 1-0 I I 1 i I i I EX15 TI 1N& IEA5T EL IE\V1ATI0ON �G,hLE. X I a5ue Date DRB 5ubmi5sion 03/14/0'1 PRB 5ubmi5aian 04/05/0 - 1 D - I i i I 1 i 1 I 1 I I I i I ( ; - EX15TIN& 5OUTH ELEVATION SGAtLE. Y6 - 1-0 I I 1 i I i I EX15 TI 1N& IEA5T EL IE\V1ATI0ON �G,hLE. X 0 0— D - ..4.... d 0 o v c) C UL7 p -F-- 0 � ,� 0 04 0 �, � co LO tt �� �..1 00 N 0 ,} CO CO i\ U-I i4 E 0 155ue . 0,- I DRS 5ubmi55ion �"'^ •r✓ 04/05/0"1 N) -dal 0 – — – r, -, a Cl C- v ,� 0, �� QL V) gym L J S.L. E U mpp I -0 7 , 1 0 – , V) Drawing Title: I I EXi5ting Elevations 'E r jam\ I I I EXI5TIN6 NORTH ELEVATION 5CALE: Y4 = 1' i I I I ii ii ii EXISTING WEST ELEVATION ///,'yyrrqq�� 1 ( t 155ue Pate I DRS 5ubmi55ion �"'^ •r✓ 04/05/0"1 N) -dal _ – — – N Cl C- ( gym I LO U mpp I -0 7 , 1 0 – , ( t 155ue Pate I DRS 5ubmi55ion 05/14/0'1 DRS 5ubmi55ton 04/05/0"1 I :r — – — – — – — – — I – — – I Job number: orOoe Drawn by: mpp I _ _ _ checked by: Drawing Title: I I EXi5ting Elevations o 00 155ue Pate r,>P,55ubmjs5l0n C-4 U MMLO 10 LO 0 0 0 co - - - - - - - 0 C: LO 4. C: r) 0 " 4— 0 0 Q fZ, v E 0 o o C) > Q > L U 0 O'o Z,2 00 Lo 0% C: co o 0 0) Lo W ' 5OUTH ELEVATION &AtR�6E J SCALE: Y," = 1-0" ,EX15TIN6 EA5T ELEVATION (:5ARA(:5E .41 / 50ALE: Y4" = l' Sheet Number: EX15TIN(5 NORTH ELEVATION (5ARA(5E Y A" = V-O" - �F.5T ELEVATION 6ARA&F. ' ) SCALE: Y4 = l X 155ue Pate r,>P,55ubmjs5l0n 05/14/0 PRO Submission 04/05/0'7 co - 0 4. C: No v r oc) ' 5OUTH ELEVATION &AtR�6E J SCALE: Y," = 1-0" ,EX15TIN6 EA5T ELEVATION (:5ARA(:5E .41 / 50ALE: Y4" = l' Sheet Number: EX15TIN(5 NORTH ELEVATION (5ARA(5E Y A" = V-O" - �F.5T ELEVATION 6ARA&F. ' ) SCALE: Y4 = l X co - 0 4. C: No v r oc) o C) > LO 0 O'o Z,2 00 0 C: co o 0 0) Lo W LOT 2 EDGE ASPHALT DRIVE LOT 2 FOUND PIN & ALUM CAP LS #26598 2' WITNESS CORNER J ELECTRIC TRANSFORMER Q SEWER MANHOLE 0100 INV= 8286.4 MEAS, RIM= 8296.6 BASIS OF ELEVATION INTERSTATE HIGHWAY NO. 70 • •• L= 90.20 ' :• N � � EDGE ASPHALT ROAD BOOTH GREEK DRiVE (40' R.O.W.) 51TE $ BUILPIN6 ANALY515 LOT 51ZE PARCEL 1 PARCEL 2 TOTAL AREA 40% OR 6REATER Scope of ^ork Note: not all sco e of work 15 contained In outline below. Some Is described 0.186 ACRE5 throe hout drawin s. GC 15 res onsible to review all drawln 5 to Include comp lete 0.166 AGRE5 scop of work Involved In Pro ject. 0.352 ACRE / 15,333 50 FT 0 ALLOWABLE SITE COVERAGE 3,067 50 FT ® 20% OF LOT SIZE ALLOWABLE 6RFA 15T 10K 50 FT 4,600 50 FT 2ND 5K 50 FT 1,800 50 FT 15% OF 333 50 FT 43 50 FT TOTAL 6,543 50 FT EXI5TIN6 SITE COVERAGE EXISTING DUPLEX BUILDING 15T FLOOR UNDER DECK ROOF OVERHANG @ ENTRY 6ARA6E BUILDING GAR PORT ROOF TOTAL EXISTING SITE COVERAGE EXISTING 51TE COVERAGE W/ CART PORT ROOF REMOVED 2,588 50 FT 28 50 FT 11 50 FT 322 5Q FT 281 50 FT 3,320 50 FT 2,114q 50 FT 5117E COVERAGE BALANCE 118 50 FT EXI5TIN6 6RFA EXISTING LOWER LEVEL 2,506 5Q FT EXI5TIN6 UPPER LEVEL 2,585 50 FT EXI5TIN6 GARAGE LL 322 50 FT EXI5TIN6 GARAGE UL 322 50 FT (2) CAR 6ARA6E CREDIT -600 50 FT TOTAL EXI5TIN(5 6RFA 5,138 50 FT 6RFA BALANCE 1,405 FT PROP05ED 51TE COVERAGE EXISTING IN/OUT CART ROOF PROP05ED ADDITION 2,94q 5Q FT 11 50 FT TOTAL PROP05EP 51TE COVERAGE 3,06 - 1 50 FT PROP05ED 6RFA r*f& -' PROPOSED NEW LOWER ELVEL 168 50 FT PROPOSED NEW WALKWAY '71 50 FT PROPOSED NEW AREA ABOVE 16' HIGH 52 50 FT TOTAL PROPO5ED NEW 6RFA 2q1 50 FT EXI5TIN6 6RFA 5,138 50 FT TOTAL PROPOSED 6RFA 5,421 50 FT PARKING 5PACE5 REQUIRED -- PARKIN6 SPACE5 PROVIDED - EXI5TIN6 DRIVEWAY AREA REQUIRED 5NON 5TORA6E @ 30% PROVIDED 5NOW STORAGE FLOWL.INE STREAM CONC. ABUTMENT 1) New two- and -a -half story addition a) Connect Existing Garage 4 Existing Duplex b) Clearstory windows above existing wa lls a) Provide floor hatch access to New Basement below New Entry i) Floor hatch to be covered In same material as adjacent floor and joints concealed. 2) New stair railing 4 railing @ upper level a) Cable Rail system w/ metal supports and hard wood hand rail and cap b) Existing stair finishes to be renovated c) New AA/ Center to be located under existing stairs in existing closet i) Existing plumbing to be capped off ii) Provide new ventilation system for A/V equipment 3) Existing kitchen to be moved to upper level a) New cabinets as required b) New appliances c) New granite slab counter tops 4) New entertainment system 4 cabinetry and new fireplace, hearth a surround @ New family room @ Lower Level 5) New fireplace and cabinetry @ New Living Room Q Upper Level 6) New exterior windows @ Existing Building a) Existing windows to be removed where applicable °t) New exterior doors @ Existing Building a) Existing doors to be removed where applicable 8) Upper Level @ Existing Garage to be renovated to new Ma s ter Bedroom a) New Master Bathroom $ plumbing fixtures q) Existing Master Bath renovations a) Existing vanity to be removed b) New vanity 4 plumbing fixtures c) Shower to be renovated 10) Existing bathroom @ upper level to be renovated to New Powder Room a) New vanity 4 plumbing fixtures b) New floor, wall 4 ceiling finishes 11) New Bedroom #1 @ Lower Level 12) New Bedroom #2 @ Lower Level 13) New Bath Room #1 a Lower Level a) New vanity 4 plumbing fixtures b) New floor, wall 4 ceiling finishes 14) New layout @ Lower Level a) Mechanical Room to be relocated b) New Laundry Room c) New Bath Room #2 i) New vanity 6 plumbing fixtures ii) New floor, wall $ ceiling finishes d) New Closet 0 Ex isting Nall e) New Closet for New Bedroom #2 15) New Deck 0 Upper Level of Main Building 4 Garage a) New spiral stair from deck to grade @ Main Building 16) Relocate existing hot tub as shown on site plan 1'7) New patio @ new addition 18) New boulder landscape wall 1q) All existing interior wall finishes to be refinished wl knock -down texture and repainted 20) All existing interior doors to be re -used where ever possible a) All existing interior doors being re -used to be re- finished b) New hardware at re -used existing interior doors including new hinges, handles, latch catches, etc. c) All new doors to match existing 21) Existing roofing @ car port roof to be removed at a point 4' beyond face of garage wail framing. a) Existing roof rafters $ beams to be left exposed and in place. 22) Not used 23) New ex terior wall mounted metal ladder to access roof /deck 24) New Mechanical Room location a) Option A - Mechanical equipment to be located in New Basement below New Entry b) Option B - Mechanical equipment to be located in new closet in Existing Garage c) Water -proof deck above 25) New privacy landscape wall 4 screen a) Concrete wall 4 footing b) Stone veneer, stone cap and wood siding to match existing c) Existing roof support post to be cut and bear on new concrete wall d) Wood frame 4 lattice in -fill to be hung between existing posts 4 beam 26)Exi5ting skylight to me removed and replaced a) New unit to be operable wl screen r b) Provide motorized opening mechanism c) Build up curb on roof 18" min and pitch 1" per 1' -0" 11 - � nr_s RE VIE W STA APPROV N W �'q 51 PLAN 3 PER UNIT, 6 TOTAL 5PACE5 1 COVERED PER UNIT 2 SURFACE PER UNIT 6 PARKING SPACE5 TOTAL 2,356 50 FT 1 70 1 7 50 FT 845 50 FT 8 15 15 C � Je � a ka 6 1 .• •• Pat DRS 5ubmi551on AN ♦ •' 04/05/07 ♦. «•, 5chedule5 .. *, • ♦ 1 De5ign Revi5lon5 ♦ (y) 0 • .} ♦ } Lo s .V 0 Ca >, LO JC: ..fr... O (� Z r- 00 CI w co ' CL u.. CC'4 > X Pat DRS 5ubmi551on AN DR5 5ubmi55lon 04/05/07 50ding Permit 05/03/07 5chedule5 05/16/07 Lighting 06/05/07 1 De5ign Revi5lon5 07/15/0'1 (y) 0 .} } 4 Qn p m a}-- -• .V 0 Ca >, LO JC: ..fr... O (� Z r- 00 CI w co ' CL u.. CC'4 > i56ue Pat DRS 5ubmi551on 03/14/01 DR5 5ubmi55lon 04/05/07 50ding Permit 05/03/07 5chedule5 05/16/07 Lighting 06/05/07 1 De5ign Revi5lon5 07/15/0'1 Job number: 0606 ._... Drawn by: MPP Checked by: Drawing Title: Site F lan Sheet Number: - A nn Kll� 0 T. 0 p My EDGE ASPHALT DRIVE LOT 2 FOUND PIN & ALUM CAP LS #26598 2' WITNESS ` CORNER SiTE $ BUILDING ANALY5i5 LOT SIZE PARCEL 1 PARCEL 2 TOTAL AREA 40% OR GREATER CONC. ABUTMENT ALLOWABLE SITE COVERAGE 3,06'7 50 FT @ 20 OF LOT SIZE ALLOWABLE GRFA 15T 10K 50 FT 4,600 50 FT 2ND 5K SO FT 1,100 50 FT 13% OF 333 50 FT 43 50 FT TOTAL 6,543 50 FT EXISTING 51TE COVERAGE INTERSTATE HIGHWAY NO. 70 EXISTING DUPLEX BUILDING 2,588 50 FT 15T FLOOR UNDER DECK 28 50 FT ROOF OVERHANG @ ENTRY 11 50 FT GARAGE BUILDING 322 5a FT GAR PORT ROOF 281 50 FT TOTAL EXISTING SITE COVERAGE 3,320 50 FT EXISTING 51TE COVERAGE 2,g411 SO FT W/ CART PORT ROOF REMOVED SITE COVERAGE BALANCE 118 50 FT EXISTING GRFA ( EXISTING LOWER LEVEL 2,506 50 FT EXISTING UPPER LEVEL 2,588 50 FT EXISTING GARAGE LL 322 50 FT t ' i " EXISTING GARAGE UL 322 50 FT y ' i 1 , 1 (2) GAR GARAGE CREDIT -600 50 FT TOTAL EXISTING GRFA 5,138 50 FT GRFA BALANCE 1,405 50 FT PROPOSED SITE COVERAGE EXISTING JA/OUT CART ROOF 2,g4q 50 FT IL AGE cRE� '� % �, � PROPOSED ADDITION 118 50 FT ro TOTAL PROPOSED SITE `~03_; �,\ \+ ; `; 1 COVERAGE 3,06"7 50 FT FTOTALPROF05EV RFA W LOWER EEVEL 168 SQ FT IM6T OF /rDI5TOt2BANCE 0 `\ \\ l \ \ \, '� Q .-1 EW AALKAAY "71 50 FT FENCE \ \ 1 \ , '5- EW AREA ABOVE 16' HIGH 52 50 FT SED NEW GRFA 211 50 FT J' � A 5,138 50 FT +� ;\ TOTAL PROPOSED GRFA 5,42q 50 FT �( IVE EROSION k \ �` PARKING SPACES REG2UIRED - CONTROL 51LT FENCE\` ' \�` ' ADJACENT TO CREEK ',;� � PARKING 5PAGE5 PROVIDED - , N e META,. \ „•` ATE NFABODU>M P' �� ° - -0 7 - \' , `` ` `, ' EXISTING DRIVE TO MAT WAY AREA t_ } :. • CH REOUiRED SNOW 5TORAGE @ 50 ; `\ `` PROVIDED SNOA STORAGE R C EV 2 ' `o TRACT B ' \ +, `; EXi5TIN6 EXTERIOR LIGHT FIXTURES \ \ \ \ �\ ry •.r: \ , \\� PROP05ED EXTERIOR LIGHT FIXTURES ks 0166 ACS >> - i \ O `� \� TOTAL EXTERIOR LIGHTH FIXTURES " h 1 9458 ; '�� -y �O +`,`�\ 1 ALLOAED LIGHT FIXTURES t y l + \ BUSH LINE .. \ 30 TREAM SETBACK `s7 � ' \• { , ` , \� ` ` + , { + `ti'` \ EDGE WATER ry RCULAR \ •\ t , , \ •• ... S AIRWAY + \ 1 t t t i t I l I '4 ( \ t � n. t FLOWLINE STREAM r � / \ \ t \ t FLAGSTONE I t _ t \ 1 CONC. PAD \ \ �. / r CD rn cS, E. \ STACKEb 1 1 t t $OULDER', -- { t t -- ---- ----- - - -- i { 1 1 Is EDGE LAWN - - - -- - -- ------ --W,ALL FOUND S PIN ALUM CAP 36" E LS #265 8 ter' ? , - 49 W 50.20' 8 300- Scope of ^ork Note: not all scope of work is contained in outline below. Some is described 0.186 ACRES throughout drawings. C70 is responsible to review all drawings to include complete 0.166 ACRES scope of work involved in Project. 0.352 ,OGRE / 15,333 50 FT O 3 PER UNIT, 6 TOTAL SPACES 1 COVERED PER UNiT 2 SURFACE PER UNIT 6 PARKING SPACES TOTAL 2,356 50 FT '70"7 50 FT 845 SO FT 8 15 15 1) New two -and -a -half story addition a) Connect Existing Garage 4 Existing Duplex b) Clear Story windows above existing walls a) Provide floor hatch access to New Basement below New Entry i) Floor hatch to be covered in Same material as adjacent floor and joints concealed. 2) New stair railing 4 railing @ upper level a) Cable Rail system w/ metal Supports and hard wood hand rail and cap b) Existing stair finishes to be renovated c) New A/V Center to be located under existing stairs in existing closet i) Existing plumbing to be capped off ii) Provide new ventilation system for A,/V equipment 3) Existing kitchen to be moved to upper level a) New cabinets as required b) New appliances c) New granite slab counter tops 4) New entertainment system 4 cabinetry and new fireplace, hearth 4 surround @ New family room @ Lower Level 5) New fireplace and cabinetry e New Living Room @ Upper Level (0) New exterior windows @ Existing Building a) Existing windows to be removed where applicable - 1) New exterior doors @ Existing Building a) Existing doors to be removed where applicable 8) Upper Level @ Existing Garage to be renovated to new Master Bedroom a) New Master Bathroom $ plumbing fixtures 1) Existing Master Bath renovations a) Existing vanity to be removed b) New vanity 4 plumbing fixtures c) Shower to be renovated 10) Existing bathroom @ upper level to be renovated to New Powder Room a) New vanity 4 plumbing fixtures b) New floor, wall $ ceiling finishes 11) New Bedroom #1 @ Lower Level 12) New Bedroom #2 @ Lower Level 15) New Bath Room #1 @ Lower Level a) New vanity 4 plumbing fixtures b) New floor, wall 4 ceiling finishes 14) New layout @ Lower Level a) Mechanical Room to be relocated b) New Laundry Room c) New Bath Room #2 i) New vanity s plumbing fixtures fl) New floor, wall $ ceiling fini5he5 d) New Closet ® Existing Hall e) New Closet for New Bedroom #2 15) Neu) Deck @ Upper Level of Main Building 4 Garage a) New spiral stair from deck to grade @ Main Building 16) Relocate existing hot tub as shown on site plan 1 New patio @ new addition 18) New boulder landscape wall 1q) All existing interior wall finishes to be refinished w/ knock -down texture and repainted 20) All existing interior doors to be re -used where ever possible a) All existing interior doors being re -used to be re- finished b) New hardware at re -used existing interior doors including new hinges, handles, latch catches, etc. c) All new doors to match existing 21) Existing roofing @ car port roof to be removed at a point 4' beyond face of garage wall framing. a) Existing roof rafters 4 beams to be left exposed and in place. 22) Not used 23) New exterior wall mounted metal ladder to access roof /deck 24 ) New Mechanical Room location a o A\ - Mechanical equipment to be locate in New Ba b ) p d Blow N ew Entry b) option 8 - Mechanical equipment to be located in new closet in Existing Garage c) Water -proof deck above 25) New privacy landscape wall 4 screen a) Concrete wall 4 footing b) Stone veneer, stone cap and wood siding to match existing c) Existing roof support post to be cut and bear on new concrete wall d) Woad frame 4 lattice in -fill to be hung between existing posts 4 beam 26)Exi9ting skylight to me removed and replaced a) New unit to be operable w/ screen b) Provide motorized opening mechanism c) Build up curb on roof 18" min and pitch 1" per 1' - 0" im O I O w N Q) r-, tY7 7`�. 0 E 0 ORB Submission 04/05/0 - 1 r-- 05/03/0"7 Schedules 05/16/0'7 N 0 Design Revisions CO C: 0 " E r. 0 V) — v 0 C •� L o` 0- E C. • ..• co U 0 t C) a C L iZ 04 E 1 55ue pata VRB Submission 03/14/0"1 ORB Submission 04/05/0 - 1 Building Permit 05/03/0"7 Schedules 05/16/0'7 Lighting 06108/o'7 Design Revisions 0 • •� 0 +E •� f 0 • ..• co U 0 t C) a C L iZ 04 1 55ue pata VRB Submission 03/14/0"1 ORB Submission 04/05/0 - 1 Building Permit 05/03/0"7 Schedules 05/16/0'7 Lighting 06108/o'7 Design Revisions 0 Drawing Title: 51te Flan ELECTRIC r TRANSFORMER Fol SEWER MANHOLE 0100 IN V= 8286.4 MEAS. RIM = 8296.6 BASIS OF ELEVATION Ll — i J V ld LV R= 270.00' L= 90.20' T=45.52' C LEN = 89.78' BRG =N 82 °5457" E EDGE ASPHALT ROAD BOOTH CREEK DRiVE (40' R.Q,W.) 51TE FLAN SCALE. V - 10'-0 W Number: MR 7' — 1y rJ 7 or T�l 5LA5 ON 6RA:>F- 165 50 FT � r,`� i / X JF - — — — — — — — --- — — — — — — " i N - — - — - — - — - - — - FOUNDATION FLA 1 A3.2 2" 12-9Y . LK 0 1A, r IL t ------- a - - A5.2 2 -j --------------- .. .......... ...... ........... ........ - �� �- I , E E I I I E NEW I i E NEW L ---- FAMILY ROOM �� I NTH #1 ✓s........�:3� r � I I I E I NEW I ( £ . y �f P BEDROOM #1 ------------- — --- --------- Al W'Ag g " II E I E g , g UP *". ..............•... If I # � . . 's : £f } 3 : � r{ %.,..,,,..M....m...,.,.M,i �r I ( I I E S ��i� /, ��'!:' 7€ �! �'% sr ,'fffi�'fr�i�lr,�.w,.w...,,,,. �: s jf! I E E 4 -c'y 2 EXISTING 2X4 PARTITION WALL TO BE REPLACED YV NE� NEW COLUMNS -- ------------ -- -------- 2X6 BEARING WALL A- .... . ... . ... . .. W M ftm� "N WAS 4� j L NEW COLUMN 0 s rr ,117IMM", V :25 r. W N NEW UNVK s.r -g - 7 'M N sr S NEW 4. BATH #2 7 6 NIF . -r-f 1 IN sir! P w, A All . EXISTING LIFL J // , J � r "M WIN N = NO CH ONN AN X \/ 11 - 7 NEW LONER I 165 So FT F-Xl5TlN(5\6A 657 NEW 5" STO @EXISTING L Z W A- q'Xlb' PARKING ' SPACE N Oft F (2) 11 '70 5-O B3Y2' . 2 �5Y:2' 4'-,2" 1 14 .EV 1:2'-11Y2" V.I.F. N ENTRY z ' i EXISTING 2X4 PETITION WALL TO BE I �Zb-LACEV W NEW � :9X6 BEARING WALL N rX Mfr 4'- 4 , --------- _ I / � '� ZI Si � 3�! � I -- — - — - ------ — — — — — — J ! / / /NGii /lri 1 lr� %NG l / / G � ,,:� �!� G lfllfi %J / /!Gf G! /l1llJ !%r l � -- - - - - ------ -------- ------ ------------- I I I E I I E E I E I I E I I E E I 9 o 00 cO N 0 1-, — r U co CO Lo C" Lo E 0 Q- x CO 0 (D 0 N c— M LO U —, 0 'I CN AN 0 0 CD C: *'0 V 0- () 0 Jc QUA > C • LO 01. Q- E 0 0• 00 U 0 MIX) 0 0 0 W M IF I / � '� ZI Si � 3�! � I -- — - — - ------ — — — — — — J ! / / /NGii /lri 1 lr� %NG l / / G � ,,:� �!� G lfllfi %J / /!Gf G! /l1llJ !%r l � -- - - - - ------ -------- ------ ------------- I I I E I I E E I E I I E I I E E I 9 o 00 cO N 0 1-, — r U co CO Lo C" Lo E 0 Q- x CO 0 (D 0 N c— M LO U —, 0 'I CN AN 0 0 CD C: *'0 V 0- () 0 Jc QUA > C • LO 01. Q- E 0 0• 00 U 0 MIX) 0 0 0 W V) Q) X 0 Q- 0 'I CN AN r " *'0 V 0- () 0 406 0• --V 0 > C • Jc: 0 0• 00 U 0 MIX) 0 0 0 W 0 > CL 1E Cq Drawing Title: Lower Level 4 5agement Floor Plan Number: 5CALE: Y4" = 11-01� NEIN BEDROOM #2 LO1NER LEVEL FLOOR FLAN 50ALE: Y4" = 1'-0" rk r ( m O TORY PLAN ENTRY iZA Y," = 1'-0" Sheet Number: I I I -� - - - _ e - 7 __� f c E R%ro PLAN T 5CALE: Y4" 1-0" z Pate DR5 5ubmi5gion 05/14/07 . . . . . . . . . . . DR.5 Submission 04/05/0*7 tt /� ��� f � I f fr��ry Building Permit 05/05/07 E�cheduleq 05/16/0"1 issial Lightl 06/05/01 gng 777MeO/ .... . . ........ M � Job number: 0606 Prawn by: MPP - - — - — - Checked by: Prawing Title- Upper Level Floor Plan 2 A3.1 LEVEL FLOOR FL.AN 0 o 00 00 C4 ( t - r c) (y) M Lo 10 Q Lo E 0 c: ♦ 00 — 0 fn 4 a) 0 04 (n d 0 ("1 c: L O r 0 () -, V) 4 on Ce) — CO V) (j) 0 --V a) 04- L- V) a 0 0 4- 00 0 z LO 0�1 00 co U 0 (D Lr) i Q = r C > V) (D 2 A3.1 LEVEL FLOOR FL.AN (y) 0 0 1 N (D *-0 0 v > 4 on Ce) — CO --V a) 04- L- LO U -, 0 0 4- 00 0 z c: 00 co U 0 (D Lr) i Q = r C > 2 A3.1 LEVEL FLOOR FL.AN ti Y"� t r / / f r t f r t f / 5 r k V ► t 2 ► ( ( A3.2 ► . mat 03/14/0'7 04/05/0'7 co 05/16/0'7 — — Lightigng 06/05/0'7 0 0CN) 0 c) c � a _ a >, cU V) LO C mot' �l d ► 0 00 Z 0 0 ► E U C7 u) t co W u�N> V , - - - - - - - - - - - - - - - - / // -- - - - - - - - - - - - - - - - - - ►- - - - ►- - -► ------ - - - - I - f ` f - 15eue VKB Submission ORB 5ubmi5slon Building Permit 56hedule5 mat 03/14/0'7 04/05/0'7 L 05/16/0'7 — — Lightigng 06/05/0'7 � a ' ( o > tJ •� mot' �l d ► 0 00 Z 0 0 ► U C7 u) t co W u�N> V , - - - - - - - - - - - - - - - - / // -- - - - - - - - - - - - - - - - - - ►- - - - ►- - -► ------ - - - - I - f ` f - 15eue VKB Submission ORB 5ubmi5slon Building Permit 56hedule5 mat 03/14/0'7 04/05/0'7 05/03/0 05/16/0'7 — — Lightigng 06/05/0'7 .Job numb o6o6 Prawn by: mpp Checked by: Drawing Title: Roof P l an Number: T.O. ROOF 0 NEW ADDITION \-F EL E SO UTH ELVATION OUT �4 � L X Issue Pate (D 05/14/0*7 cO N "-, '-- r --, U a) M M '0 LO V) E 0 05/05/0 D 05/1(7/0 Lightigng 06/05/0 co 4- 0 0 CP-- CN 0 .r_ o Ky n OU_,v1 0 C) E ) 0 0 0 5 Jc: 0 ca 0 c)- V) LO 01. Q- E c: c: 0 co 0 OW) a N > T.O. ROOF 0 NEW ADDITION \-F EL E SO UTH ELVATION OUT �4 � L X Issue Pate (D 05/14/0*7 r,>Rf3 Submission 0- Building Permit 05/05/0 D 05/1(7/0 Lightigng 06/05/0 co 4- 0 o Ky c: v > U *c (D 0 0 n a5 0 ca 0 LO 0 4- OC) 0 0 c: 0 co 0 OW) a N > T.O. PLYY400P FL 6509'-11 5/5" T.O. CONCRETE SLAB FL 5501'-0" �5T�!E L �E\/ �AT I �ON SCALE. YW = 1'-0'1 Number: Drawing Title: Elevations Issue Pate ORB Submission 05/14/0*7 r,>Rf3 Submission 04/05/0'7 Building Permit 05/05/0 Schedules 05/1(7/0 Lightigng 06/05/0 Number: Drawing Title: Elevations NORTH ELEVATION 5�CALF--. �4 = �V 155ue Pate VK5 5ubmisslon 05/14/0"7 co 00 N U -yam / LO CI*- V) E 0 Building Permit 05/03/0*7 r -- � U Lightigng 06/05/0"1 I 0 co 4 6 406 (Y) CO (D 0 N c LO..c 0 Prawn by: mpp Q-4- 0 0 v) E ", t c: U) Drawing Title: CRETE ELAB D 0- 0 C�, EL 63011-01 Q 7C) NORTH ELEVATION 5�CALF--. �4 = �V kNE5T ELEVATION/5ECTION SCALE: Y4" = 11-011 X 155ue Pate VK5 5ubmisslon 05/14/0"7 Q - VRB Submission 04/05/0'7 Building Permit 05/03/0*7 Schedules 05/16/07 Lightigng 06/05/0"1 7. FLYY400V > 550q 406 (Y) Job number: o6o6 > Prawn by: mpp Jc: 0 Checked by: 0 c Drawing Title: CRETE ELAB Elevation5 EL 63011-01 kNE5T ELEVATION/5ECTION SCALE: Y4" = 11-011 X Q - (Y) 0 0 ( D C > 406 (Y) C 04— > — 04 Jc: 0 00 z 0 0 c - ,00 (D iYN ADPITION OIL EL 00 W LO C L i Z C4 > SOUTH ELEVATI< 7N GA 6F. >OF @ NEW ADDITION Aj-\ EL .0. CONCRETE 5LA5,gk EL 5301'-0" \jw Number: A 3 . 3 SCALE: Y4" = 1' f=)dcMMr-2 MIRI ;=)N/ I M;=Um &MMITI?nm X CN ',o Lo 0 C: >, - — 0 co Q- 0 4 ci 0 CO ♦ C: L O C- 0 U -1.- 00 C: V) D Jc: (n 0 A Lo C: C: CD 5 0 406 ( - U 0 CD (D > U U *10 -C r-- 0 4- co Z � 0 0 0 ' 0 on () 0 T.O. FLYYiOOI? EL 550q'-11 5/5" 2 c 't C E ' CN ' � > .0. CONCRETE 5LA5,gk EL 5301'-0" \jw Number: A 3 . 3 SCALE: Y4" = 1' f=)dcMMr-2 MIRI ;=)N/ I M;=Um &MMITI?nm X Q- (Y) - 0 U . 0 A 9 C: CD 5 0 406 ( - U 0 CD (D > U U *10 -C r-- 0 4- co Z � 0 0 0 ' 0 on () 0 2 c 't C E ' CN ' � > Issue Pate VR,5 Submission 05/14/0 EX15TIN& DR5 SubmI551on 04/05/0'7 ;g LEVEL @ L/ LU U I (S -------------- Wilding Permit 05/03/0 - Mr g-M N Schedules 0511610"1 MIT M/ Lightigng O IL T.O. FLYY400V Mozo T.O. FLYAOOP FLYYNOOZ>,d EL 550q'-11 5/5" 3r8° \-F EL 530cV-1 1 3/8" . .... .................... ...... .... d flrr. r'.�'. !� .: s ff%Ar..:� /� ,..f',. r :rr M; ,".... gvg ----------------- 44 ------------------------------- ME, EX15TIN& C- 'M Job number: 0606 — 41 1 Hill; 011 Prawn by: mpp .25 Checked by: 55, I T.O. CONCRETE!5LA5 r,>rawing Title: gK T.O. CONCRM SLAB . .... . ...... EL 5501'-0" EL -0" -0" f 'r j EL 6501' Elevations ----------------------------------- — — — — — — — — - — — — — — — — — — — — — — — A I 50ALE: Y4t'= 11-01t j SCALE: Y4" = 1' - 0" n EAST ELEVATION N O F. /5ECTIO 4 = 11-0k. j Ilk T.O. ROOF 0 NEW ADDITION T.O. ROOF 0 NEW ADDITION EL 5325'-6" EL 8528'-6" ----------------------- NEY4 1X4 TRIM TO MATCH EX15TIN6 ISIDN HORIZONTAL WOOD 1, 51VIN& TO MATCH EXISTING NEW ALUMINUM CLAD KNVOY45 00 E 00 ommLo C4 NEW ALUMINUM CORNER TRIM 0 U 0 TO MATCH EXISTING 5 0c) 0 4 C i ca 0 or) Lf) O' 0 C: F! ......... . . . . . . ........... .. .... ....... 6 ' S CL -�— 0 0 0 ..... C ..... .... ..... ............ ... ... ... ....... 1 v E .......................... . /' ,/ / V) I IN 1 0 Q -0 0 NEW 1 YS" VIA. FIFE RAILING TO L0 MATCH EXISTING 00 % - - - - - - - -- - - - - - - - - - - --1 - - - - - - - 1-4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- T.O. PLYWOOD T.O. FLYY400V OIL O IL T.O. PLYWOOD ' R�-L 550q'-1 1 5/5" \-F EL eW 515" - KIVEL 8509'-11 515" 11 L ----- ............. . ............ ---------------- ----------------- WIA . ............. . ........................ QL T HHHHHHH! - ----- ----- NEW WOOD LATTICE SCREEN BETWEEN EXISTING COLUMNS 4 - ------ ----------- -- BEAMS NEW 5" VIA. FIFE COLUMNS C NCRETE SLAB EL 5501'-0" -- =WwWWWW"Wo ----------------------------- - - --------------------------------- ------- ------------------ !�?l , FLEViAT�10N &ARA&E 25 5 1 5 1 -4 11 5 ;2'-0" -70, :21-411 ol 3 1 400 0 0 (Y) C) 0 04 -7 0 () () 0 00 0 0 7�5 CQ OW) 40 0 t= TYPE: AWNING co O L N > TYPE: AWNING AWNING TYPE. AWNING TYPE: AWNING TYPE: AWNING SIZE: (2) 5 X 51-01, TYPE: CASEMENT TYPE: CASEMENT TYPE: CASEMENT TYPE: CASEMENT TYPE: CASEMENT X 5 ' -0 " 2 91717: V-4" X2-4" 51717 (2 V-4" X 2'-4" SIZE: 2 1 -0 1, X 51ZE: 5 1 -a l X 3 ' - O " GUANY: 1 SIZE.. 2'-0" X 4'-0" 91717: Z-4" X *-0" 51717: V-0" X 4' -6 " SIZE: 5 51ZE: -4" X V-0" GUANY: I GUANY- 1 GUANY: 1 GUANY: 5 NOTES: GUANY- 1 WANY: 3 GUANY: 2 OUANY: 1 GUANY: : 2 NOTES: NOTES: NOTES: NOTES: NOTES: NOTES: NOTES: NOTE5: NOTES: 6 6 4 2 4 4 2 21-511 O il 5-0 11 e- -011 p 6 (0 e' M U) U) DR5 5ubmis5fon 03/ W DRB Submission 04/05/0 N 05/05/0 Building Permit - 1 Schedules 05/16/0 ,—� r--� /--� � �.l � � '\_! � \___! Lightigng 06/06/0 TYFE- FIXED TYPE: CA5EMENT/FICTURE TYPE: CA5EMENT/FICTURE TYPE; CASEMENT TYPE: CASEMENT TYPE: CASEMENT TYPE: CASEMENT TYPE: PICTURE TYPE: PICTURE TYPE: PICTURE 51ZE: 4'-0" X 5-0" SIZE: (1) 2 X 5 SIZE: (1)2-4" X 5-0" 51ZE: ;2'-& X ( '-0" SIZE: 3' -0" X 61-01, 51ZE- V-0" X 7a' SIZE: (2) V-0" X 1-0" SIZE: TRAPEZOID SIZE: TRAPEZOID SIZE: 6-4" X,2'-(o' GUANY: 1 (1) 4'-0" X 6-0" (1) 4'-0" X 6-0" GUANY: 1 GUANY: 2 GUANY: 4 GUANY: 1 OUANY: 1 GUANY: 1 GUANY: 1 NOTES: GUANY: 5 GUANY: 2 NOTES: NOTES: NOTES: NOTES: NOTES: MOUNTED ABOVE TYPE L NOTES: MOUNTED ABOVE TYPE NOTES: MOUNTED A NOTES: NOTES: WINDOW DOOR WINDOW number: 06060 Prawn by: mpp Checked by: Drawing Title: Flevation5 r,>oor 4 Nindow Schedule 117- C5 Sheet Number: AZ?*4 TYPE: ENTRY POOR TYPE: FRENCH DOOR TYPE- MAN DOOR TYPE: 5LIVIN& POOR TYPE: SLIDING SLIDING DOOR TYPE: SLIDING POOR 51717: 5'-0" X T-O" 51ZE: 5 1 -0 1, X 51-01, 51717; 5--a- X 70" SIZE: 5 1 -0 1, X 51-01, 51ZE: X &_a, SIZE: -5 r -0 1.1 X V-0 1. f H.- L� L 1:.4�. A.". L ? L:I-, GUANY: 1 GUANY: 1 GUANY: 1 GUANY: 1 GUANY: 2 GUANY: 5 EXTERIOR POOR KNPO�, 50HEDULE NOTES: ALUMINUM CLAD 4 (SLA55 NOTES: ALUMINUM CLAD 4 6LA55 NOTES: WOOD, FLUCH NOTES; ALUMINUM CLAP 4 (5LA59 NOTES: ALUMINUM CLAD 4 GLASS NOTES: ALUMINUM CLAD 4 (SLA55 I RAK N67 5YMBOL.5 AND ABBREVI ATIONS DETAIL NUMBER x ' -xx " A. BOLT ANCHOR BOLT L ANGLE (AISC) Progre55 Set TOP OF SLAB ELEVATION ARCH. ARCHITECTURAL LBS. POUNDS DETAIL, SECTION, OR ELEVATION REFERENCE T.O. SLAD B.O. BOTTOM OF LL DOUBLE ANGLE (RISC) DETAIL LOCATION • • 00 (SHEET NUMBER) ��� _ xX„ BCI I -JOIST (BOISE CASCADE) LVL LAMINATED VENEER LUMBER wpm -- TOP OF PLYWOOD SHEATHING ELEVATION T.O. PLYWOOD TOP BEARING MAX. MAXIMUM OF SMALLE5T DIAMETER CO i C CHANNEL (AISC) MC MISC. CHANNEL (AISC) DETAIL NUMBER xX' -X C.J. CONTROLJOINT MIN. MINIMUM TOP OF DECKING ELEVATION ! DETAIL, SECTION, OR ELEVATION REFERENCE T.O. DECKING CMU CONCRETE MASONRY UNIT N.S. NEAR SIDE DETAIL LOCATION CONIC. CONCRETE O.C. ON- CENTER SPACING (SHEET NUMBER) W -x JOIST BEARING ELEVATION CANT. CONTINUOUS If POUNDS PER LINEAL FOOT P 15T. BEARING CTR. CENTER psf POUNDS PER SQUARE FOOT DETAIL NUMBER --..___ A PAD FOOTING MARK DIA. DIAMETER psi POUNDS PER SQUARE INCH X DL DEAD LOAD PRE -ENG. PRE - ENGINEERED MEMBER PLAN DETAIL REFERENCE EXP. EXPANSION PROD. PROJECTED DETAIL LOCATION ( 5HEET NUMBER) � < A BASE PLATE MARK EXT. EXTERIOR RE: REFERENCE; REFER TO F.O. FACE OF REINF. REINFORCE (MENr) T.O.W. F.S. FAR SIDE REV. REVISION TOP OF WALL ELEVATION 51 SHEARWALL MARK FDN. FOUNDATION SL SNOW LOAD FT. FEET STD. STANDARD GL GLU- LAMINATED MEMBER T &G TONGUE AND GROOVE XX� TOP OF FOOTING ELEVATION },\ REVISION NUMBER MARK H.A.S. HEADED ANCHOR STUD T.O. TOP OF HORIZ.; H. HORIZONTAL TS TUBE STEEL (AISC) HSS HOLLOW STEEL SECTION TYP. TYPICAL T.O.C. TOP OF CONCRETE ELEVATION IN. INCHES VERT.; V. VERTICAL STEP T.O.W. LOCATION OF STEP IN TOP OF WALL INT. INTERIOR W WIDE FLANGE (AISC) JT. JOINT W.W.F. WELDED WIRE FABRIC (XX' -XX") TOP OF STEEL ELEVATION KIP i,000 POUNDS WL WIND LOAD STEP klf KIPS PER LINEAL FOOT WT TEE SECTION (AISC) LOCATION OF STEP IN TOP OF FOOTING T.O.F. ksf KIPS PER SQUARE FOOT (XX' -XX") TOP OF PAD FOOTING ELEVATION ksi KIPS PER SQUARE INCH ENERAL. 5TRUr_.,.TURAtiL. NOTE5 STRUCTURAL DESIGN CRT FYTA: COORDINATION (gONT.): STRUCTURAL TIMBER (CONT.): 1. These General Structural Notes apply to these Structural Drawings and supplement the project 6. Changes to the Work: 2. Framing Lumber (minimum requirements) shall be as follows: Specifications. Refer to the Project Manual for additional requirements, Substitution of noted structural products or "approved equivalent" products will be acceptable only with the written approval of the Structural Engineer. Changes to the Contract Documents made without A. Wall Studs Hem -Fir (HF) Construction Grade 2. This project is located in Vail, Colorado and has been designed in accordance with the 2oo3 Edition of approval are unauthorized and shall relieve the Structural Engineer of responsibility from consequences B. Floor Joists (2x members) Hem -Fir (HF) #2 Grade or Better the International Residential Code (including applicable amendments and supplements). which may arise. C. Floor Beams Douglas -Fir (DF) #1 Grade Beam & Stringer D. Roof Rafters (2x members) Hem -Fir (HF) #2 Grade or Better 3. Design Loads; 7. Jobsite Safety: E. Roof Rafters (4x members) Hem -Fir (HF) #1 Grade or Better These drawings do not include the necessary components for construction safety. The General Contractor F. Roof Beams Douglas -Fir (DF) #i Grade Beam & Stringer A. Roof Live Load: Uniform Snow loo psf (not reduced) shall provide for the jobsite safety of all personnel, work, materials, utilities, equipment and adjacent G. Posts / Columns Douglas -Fir (DF) #1 Grade Post & Timber properties in accordance with accepted codes, regulations and industry practices. H. T &G Wood Decking Douglas -Fir (DF) Commercial Grade B. Floor Live Loads: Residential 40 psf Stairs & Corridors 100 psf STRUCTURAL CONCRETE: 3. Wall, roof and floor sheathing shall meet the minimum requirements of the APA and ATTC. Provide Balconies & Decks 100 psf thicknesses and fasten to framing members as noted in the Structural Drawings. Panels are to be oriented 1. Concrete has been designed and shall be constructed in accordance with the American Concrete to span along their strong axis, and all panel joints are to be staggered. C. Wind Analysis: Basic Wind Speed go mph Institute (ACT). Refer to the "Field Observations" paragraph of these General Structural Notes for Exposure 'C observation requirements. All concrete shall be of stone aggregate, unless noted otherwise. Refer to the 4. Pre - fabricated structural connectors shall be as manufactured by Simpson Strong -Tie Company, Project Manual and Specifications for additional requirements (durability, color, finish, etc.). The use of Pleasanton, California or approved equivalent. D. Seismic Analysis: Seismic Zone C any concrete additive containing chlorides is prohibited. 6. I joists (BCI) shall be as manufactured by Boise Cascade Corporation, White City, Oregon or approved E. Frost / Fdn. Depth: 48" minimum below exterior ground surface to 2. Minimum 28 -day compressive strength shall be as follows: equivalent. Provide member size and series as noted in the Structural Drawings. Refer to the Boise bottom of footing elevation Cascade Installation Guide for farther construction requirements. A. Foundation Walls 3,000 psi 4. Structural Design References: B. Footings 3,000 psi 6. Laminated Veneer Lumber (LVL) shall be as manufactured by Boise Cascade Corporation, White City, C. Slabs on Grade 4,000 psi Oregon, or approved equivalent. Provide member size as noted in the Structural Drawings (Fb = 2,800 American Concrete Institute (ACI); ACI 301 -99, ACI 318 -99, ACI 630 -02 D. Topping Slabs 4,000 psi psi minimum). Refer to the Boise Cascade Installation Guide for further construction requirements. American Institute of Steel Construction (AISC); ASD gth Edition E. All other concrete 3,000 psi American Institute of Timber Construction (ArM; 4th Edition FOUNDATIONS: American Iron and Steel Institute (AISI) 3. Reinforcing is to be new billet steel ASTM A615 Grade 6o (field bent or welded bars shall be ASTM American Plywood Association (APA) A7o6, Grade 6o). No welding of reinforcement is permitted unless detailed. No splices of reinforcement 1. The structure shall be founded upon spread footings placed on undisturbed natural soils or compacted American Society of Civil Engineers (ASCE); ASCE 7 -98 are permitted except as detailed or authorized by Structural Engineer. Provide corner and bars to match structural fill with a maximum allowable bearing pressure of 2,000 psf. American Society for Testing and Materials (ASTM) all horizontal reinforcing. Provide minimum (2)#5 bars around all sides of all openings in American Welding Society (AWS) concrete and extend 2' -0" minimum past edges of openings. Where permitted, use contact lap 2. Retaining walls have been designed in accordance with the following design values: National Design Specification for Wood Construction (NDS) ;1997 Edition splices (4o bar diameters minimum lap). Welded wire fabric (W.W.F.) shall be in accordance with AST J International Residential Code (IRC) A185. Provide a minimum (1) full mesh lap at splice locations. A. Coefficient of Friction 0.40 B. Lateral Earth Pressure 45 pcf COORDINATION: 4. Placing of Reinforcement: Form ties are to be used for bar supports only when the clear dimensions C. Passive Pressure 260 pcf shown on the details can be maintained. Provide wire chairs, bolsters, additional reinforcement, and 1. Dimensions: accessories necessary to support reinforcement at position shown in the Structural Drawings. Support of 3. The soil design pressures and coefficients noted above are assumed values and must be verified by a Written dimensions take precedence over scaled dimensions. All dimensions noted within the Structural reinforcement on wood, brick, or other unacceptable material will not be permitted. qualified soils engineer prior to foundation construction. Once these values have been verified, the Drawings shall be verified with the Architectural Drawings. Refer to Mechanical, Electrical, Plumbing, Structural Engineer must be informed and allowed sufficient time to re- evaluate the foundation system if and Architectural Drawings for openings not noted within the Structural Drawings. Any dimensional 6. The following minimum concrete cover over reinforcing shall be provided unless noted otherwise: these values differ from the assumptions listed above. discrepancies shall be noted in writing for review by the Architect and Structural Engineer. A. Concrete cast against and permanently exposed to earth 3 inches FIELD OBSERVATIONS: 2. Shop Drawings: B. Concrete exposed to earth or weather ( #6 bars and larger) 2 inches Shop drawings shall be prepared by the fabricator. Copying of these Construction Documents for use as C. Concrete exposed to earth or weather ( #d bars and smaller) 1 - i/2 inches 1. The Contractor shall inform the Structural Engineer at least 72 hours prior to casting any concrete so as shop drawings will not be permitted. D. Concrete not exposed to earth or weather 3 /4 inch to allow the Structural Engineer the opportunity to review the placement of reinforcement and E. Piers, Beams and Columns i -V2 inches emeedments. 3. Field Verification: The Contractor shall verify existing conditions prior to commencement of work, and shall notify the STRUCTURAL STEEL: Contact Sundquist Design Group, Inc, at {303} 504 -4885. Architect and Structural Engineer for any interpretation or clarification. These construction documents were prepared with information about the existing building provided by others. 1. Structural steel, including embedded angles, plates or other sections has been designed and shall be SPECIAL INSPECTIONS: Limited investigation of the existing structure was undertaken. If the Contractor discovers detailed and erected in accordance with the American Institute of Steel Construction (AISC), ASD existing conditions which vary from those shown on these documents he shall notify the Specifications and Code of Standard Practice. Steel detailing and erection shall accommodate provisions 1. It is the responsibility of the Contractor to coordinate all structural inspections as required by Architect and Structural Engineer immediately for further clarification. of AISC and OSHA standards (including OSHA Steel Erection Standard Part 1926, Subpart "R. "). governing building codes and the Construction Documents. A qualified independent testing company is to provide Special Inspections for portions of the Work, as indicated in the Construction Documents and 4. Field Modifications to Structural Members: 2. Minimum yield strengths (Fy) are 35 ksi for pipes (ASTM A53, Grade B), 46 ksi for tubes (ASTM A,5oo, as required by local jurisdictions. The Contractor is responsible for securing the Architect's and Structural Engineer's approval prior to any Grade B), 6o ksi for wide flange members (ASTM A572, Grade 6o), and 36 ksi for all others (ASTM A36). cutting, notching, drilling or other modifications which may affect the integrity of the structure. When 2. The Special Inspector shall be responsible for completing, maintaining, and resubmitting all special such modifications have been approved, they are to be completed in accordance with applicable building 3. Connections: inspection logs and forms required by Local Building Officials. codes and manufacturer's instructions. Use standard framed beam connections meeting requirements of the AISC Manual of Steel Construction (ASD). Use 3/4" diameter minimum A325N bolts or welded equivalent. Minimum welds are per AISC, g. Duty of Cooperation: and not less than 3/16" continuous fillet using E7oXX electrodes (unless noted otherwise). Welding of Issuance of these documents presupposes further cooperation among the Owner, Contractor, Architect rebar anchors to angles or plates shall be completed to develop a minimum i,o % of the yield strength of and Structural Engineer. Building design and construction are complex, and every contingency cannot be the reinforcing bar. Headed stud anchors shall conform to AWS D1.1 and shall be automatically end anticipated, Although the Structural Engineer(s) have performed their services with due care and welded in the shop (unless noted otherwise). See specifications for testing requirements. diligence, they cannot guarantee perfection. Any ambiguity or discrepancy discovered through the use of these documents shall be promptly reported to the Architect and Structural Engineer for further STRUCTURAL TRUBER: clarification. Failure to do so may compound misinterpretation and increase construction costs, and such failure shall relieve the structural Engineer of responsibility from consequences which may arise. i. Structural Timber has been designed and shall be constructed in conformance with provisions of the NDS Specification for Stress Grade Lumber and its Fastenings. The Contractor shall not cut, notch, or otherwise modify timber members without the written consent of the Structural engineer. Provide cross - bridging at 8'- o "o.c. maximum, and provide solid blocking between joists at all bearing supports. 2x6 a I6 "O.C. - 5TUDWALL (TYP) RE: ARCH. RE: ARCH. REFER TO PLANS AND DETAILS FOR WALL REINFORCING (TYP) ') (MAX) 9� • ,... �, 5TU fH ' & • T :. BUILD S OLID NITH 2xb P LATES SEE ABOVE FOR r CONDITIO i N U M LO • r •O • • i ! • • .. CO ! ! • "` • CL •. ! • Lo • • • i • 1 s ! ! 1 � Issue Date Progress Set ® Progre55 Set • Revlew Set 0510110 • i f ...: • • 00 e • CO MATCH 51ZE AND SPACING wpm 1 1 U OF SMALLE5T DIAMETER CO i • • .s ! • ! i 4r ! 1 I F • CO r • = cr, r Issue Date Progress Set 1211Q/46 Progre55 Set 42 /06 /0? Revlew Set 0510110 Construction 04 /26 /0 ...: CORNER 5AR5 5HALL Sch edvle5 • • e MATCH 51ZE AND SPACING .. OF SMALLE5T DIAMETER If f^ I♦ •tI r f f r ^ f f r Pr oviln g ...: CORNER 5AR5 5HALL Sch edvle5 • • e f- 1/4 OF SLAB TH I CKNE55 - 5AWCUT JOINTS IN SLAB AT LOCAT NOTED WHILE CONCRETE 15 STILL GREEN CONCRETE SLAB RE: PLAN Tg pical Control Jo 40 5AR DIAMETER5 (MIN. LAP) lj olca l Corner ReIn • FOUNDATION WALL RE: PLAN RE: PLAN T.O.F. (4O) BAR DIAMETERS MINIMUM LAP (TYPICAL) RE: PLAN T.O.F. CONTI NUOU5 FOOTING cv I NOTE: FOOTING -TO -WALL I T DOWELS NOT SHOWN FOR DETAIL CLARITY a 2x6 PL, HEADEf RE: PLY (1) 2x6 TRIMME (1) 2x6 2x6 FLA' KING STUD T'*( PICAL CONDITIO CO PLATE ELEVATION RE: ARCH. HEADER RE: PLAT` MULTIPLE 2x6 KING STUDS (RE: PLAN) MULTIPLE 2x6 TRIMMERS (RE: PLAN) MULTIPLE- STUD CONDITION HEADER WALL .OPENING CORNER 5AR5 5HALL MATCH 51ZE AND SPACING .. OF SMALLE5T DIAMETER WALL REINFORCING BARD lj olca l Corner ReIn • FOUNDATION WALL RE: PLAN RE: PLAN T.O.F. (4O) BAR DIAMETERS MINIMUM LAP (TYPICAL) RE: PLAN T.O.F. CONTI NUOU5 FOOTING cv I NOTE: FOOTING -TO -WALL I T DOWELS NOT SHOWN FOR DETAIL CLARITY a 2x6 PL, HEADEf RE: PLY (1) 2x6 TRIMME (1) 2x6 2x6 FLA' KING STUD T'*( PICAL CONDITIO CO PLATE ELEVATION RE: ARCH. HEADER RE: PLAT` MULTIPLE 2x6 KING STUDS (RE: PLAN) MULTIPLE 2x6 TRIMMERS (RE: PLAN) MULTIPLE- STUD CONDITION HEADER WALL .OPENING i i i Date � LO s • i i Progress Set 02/06/07 • ss i MEMO 0 CO 00 M L i i • - • 0 i i i • 1 S i 1 MIC i i i 1 LO s � .. 1 w LO s i I i i 1 .• ! ! i f i Cal • i i i i 159ve Date Progress :3et 1 Progress Set 02/06/07 NUNN i 05/01/0 Construction 04/26/0 - 7 • 1 +� w i - i �► 1 � .. 1 w LO s i I i i 1 .• i ! i f i Cal • O F s 159ve Date Progress :3et 12 /Iq /06 Progress Set 02/06/07 Revler4 Set 05/01/0 Construction 04/26/0 - 7 •,f�l'��Jllfi� � r � I Prav4inq F omdation Plan • • W" ALL POOR, WINDOW AND OTHER BEARING WALL PENETRATION5 ARE TO BE HEAPEREP WITH (5) 2xI0'5 (MINIMUM) WITH A 5IN6LE 2x6 TRIMMER AND A SINGLE 2x6 KING 5TUD AT EACH END, UNLE55 NOTED OTHERN15E. TYPICAL 5HEATHINCv NA I L I Nry NOTES z. IJO15T 5E TOP FLAW PANEL INTERMEDIATE MODEL APPLICATION 5HEATHINC7 EDGE ( FIELD) ATTACHMENT5 ITTIIbe6 IUTII -v NAILIN NAILING 1UT2.06/11135 • 4 5/4" T. G. EAM LV`I- E 1 5/4" VERSA -L MEMBER 5d RIN6 NAILS FLOORS APA RATED MODEL MODEL (ALT. 10d COMMON) '-0 1 17/6" MITI 1.66 GLUED WITH 2 PLY 1 3/4" VERSA -LAM 1.111.. MEMBER TOP FLAN6E FACE MOUNT CON5T. ADHESIVE MODEL 1/2" APA cl 1/2" HY40.56/cf.5 HHUS410 NALL5 RATED 6"O.C. 12"o.c. bd COMMON NAILS 3 MY 1 5/4" VERSA -LM I-VI- MEMBER TOP FLANGE FACE MOUNT MODEL MODEL cl 1/2 HM550/9.5 5/5" APA RATED I-IM550/11.6a HHU55.50/10 ROOFS EXPOSURE I 6"O.C. 12"O.C. 10d COMMON NAIL5 N RATED 40/20 NOTES: 1. U5E REGUIREMENT5 eHONN ABOVE UNLE55 NOTED OTHERN15E. 2. REFER TO CHAPTER5 5, 6, - 7 AND a OF THE 2005 INTERNATIONAL RESIDENTIAL CODE FOR ADDITIONAL 5HEATHINC7 REGUIREMENT5. 5, EDGE NAILING PERPENDICULAR TO FRAMING MEMBER5 REWIRED AT ,WALL PANEL ONLY. PLAN NOTATIONS- 6L. 6LU-1 AMINATE12 BEAM 5CI: I-JOI5T LVL: LAMINATED VENEER BEAM BEAM BEARING CONDITION: INDICATES TOTAL NUMBER OF GANG 5TUD5 TO BE LOCATED AT BEAM BEARING LOCATION5. ALL GANG 5TUD5 ARE TO TRACK DOWN TO FOUNDATION NALL5 (U.N.0) HEADER BEARING CONDITION:_ INDICATE5 NUMBER OF MULTIPLE TRIMMER AND KING 5TUD5 TO BE LOCATED AT HEADER BEARINC? LOCATIONS. MULTIPLE TRIMMER AND KING 5TUD5 ARE TO TRACK DOWN TO FOUNDATION HALLS (U.N.0) T = TRIMMER 5TUD5 K = KING 5TUD5 M15(' ELLANEOU5 CONVITION5: nf INVICATE5 COLUMN 5TUD5 INVICATE5 COLUMN /5TUD5 FROM A LEVEL ABOVE, POSTING DOWN TO FRAMING P05TIN6 DOM TO THE MEMBER NOTED ON THE CURRENT FRAMING LEVEL CURRENT FRAMING LEVEL ��{�� try' �l .\O MO 12xlO.6 PERIMETER FA501A (MATCH EXISTING) AT DECK (RE. NOTE #(5) OF I-JO15T HAN71E R 5GHEDULE MIS SINGLrE I-,JOIST IJO15T 5E TOP FLAW FACE MOUNT HE16HT MODEL MODEL Congtruction 04126101 11 7/5" BC1 450 ITTIIbe6 IUTII 11 7/6" B01 500 ITT2.06/11be? 1UT2.06/11135 • L\/L B M E -A AND HEADER N HA67ER 50HEDULE EAM LV`I- E 1 5/4" VERSA -L MEMBER TOP FLANGE FACE MOUNT --t 00 cy) — co v MODEL MODEL '-0 1 17/6" MITI 1.66 HUI[ 2 PLY 1 3/4" VERSA -LAM 1.111.. MEMBER TOP FLAN6E FACE MOUNT 4) MODEL MODEL cl 1/2" HY40.56/cf.5 HHUS410 HN0.56/11b5 HHU5410 3 MY 1 5/4" VERSA -LM I-VI- MEMBER TOP FLANGE FACE MOUNT MODEL MODEL cl 1/2 HM550/9.5 HHU55.50/10 I-IM550/11.6a HHU55.50/10 x Date Prociresr, 5et 4) Progress 5et 02/06/0*7 1 CL 03/01/07 Congtruction 04126101 0 0 • 9 7F) 4)0 --t 00 cy) — co v Im u t --', 'I , (1) 0 CO '-0 =NNW 0 0 4- 00 z 0 00 0 r. ca u 0 4) c -qqt co at a P' M1 e Wv, Is 195ve Date Prociresr, 5et 12/IQ/06 Progress 5et 02/06/0*7 RevIeN 5et 03/01/07 Congtruction 04126101 *rownq Title: Upper Level Floor and LokN Roof Framing Plan 2. R-fft:R TO ARCHITECTURAL PRANIN65 1 =09 M15r-,. FLOOR PENETFWZATION5. 5, ALL FLOOR BEAM5 ARE FLU5H-FRAMED (UNLE55 NOTED OTHERINISE). 4. REFER TO ARCHITECTURAL DRANIN65 FOR PLUMBINC-? FIXTURE LOCATIONS. 5. FIELD VMf ALL EXISTINS CONDITIONS. IF EXISTIINS 0ONVITIONS DIFFER FROM WHAT 19 SHOM IN THESE DRAWINGS, OR IF EXISTIN& STRUCTURAL SYSTEMS SHOW SIGNS OF SMSTANTIAL DETERIORATION, CONTACT THE ARCHITECT AND THE STRUCTURAL ENGvINEER FOR FURTHER REVIEW 999R7RE PROCEEDING WITH THE WORK. 6. ATTACH MO 12 FASCIA TO 2x12 EDGE BEAMS KITH 5/4" THFZU-BOLTS o 46" o.c. a aw I ALL DOOR, WINDOW AND OTHER BEARING WALL PENETRATIONS ARE TO BE HEAr,>EREo WITH (5) 2XIO'!5 (MINIMUM) Y41TH A5IN&LE 2x6 TRIMMER AND A5IN6LE 2x6 KING STUD AT EACH END, UNLE55 NOTED OTHERN15E, TY P'ICAL. 5HEATHIN6 NAILIN6 NOTE5 INDICATEi HANGER SCHEDULE KIN65TUI PANEL INTERMEDIATE a- •• • ARE TO 1 APPLICATION 5HEATHINC EDGE (FIELD) ATTACHMENTS o INDICATES COLUMN i C cj) NAILING NAILING POSTING DOWN TO T CURRENT FRAMING L NOW ITTI1.e58 0 0 Z r -00 5d RING SHANK NAILS jr 11 - TIV - E3GI 50 0 4 514" T. G. ITT2,06111bb "u 1))1-0 (ALT. 10d COMMON) FLOORS APA RATED b"o.c. 10"o.c. GLUED WITH rt 5TURD-I-FLOOR LVL BEAM AND CON5T. ADHESIVE 5GHEOULE 1/2 APA MEMBER HALLS RATED b"o.c. 12"o.c. 5d COMMON NAILS 0-0 MODEL V 1/2 RATED 5/6" APA P HUcl " 11 715 ROOF EXPOSURE I b"o.c. 12"o.c. 10d COMMON NAILS RATED 40/20 NOTES; 1. USE REGUIREMENT5 SHOWN ABOVE UNLE55 NOTED OTHERWISE. 2. REFER TO CHAPTERS 5, 6, - 7 AND 5 OF THE 2005 INTERNATIONAL ... RE51DENTIAL CODE FOR ADDITIONAL SHEATHING REOUIREMENT5. 5. EDGE NAILING PERPENDICULAR TO FRAMING MEMBERS REQUIRED AT WALL PANELS ONLY. 1 .4 PLAN NOTATIONS: &L: &LUA 5cl- I-JO! L\/L: LAM BEAM f3EARINC7 CONDITION. INDICATE! TO BE LO LOCATIOf DOWN TO HEADER BEARING CONDITION: OF INDICATEi HANGER SCHEDULE KIN65TUI 51w-kE I-JO15T LOCATIOt a- •• • ARE TO 1 J015T T = TRI" TOP FLAN&E K = KING MISCELLANEOUS CONDITIONS: o INDICATES COLUMN i C cj) FROM A LEVEL A130 0 , I • POSTING DOWN TO T CURRENT FRAMING L OF I —J015T HANGER SCHEDULE E 0 51w-kE I-JO15T >< a- •• • 6 J015T 0 ca TOP FLAN&E 0 - c FACE MOUNT o HEIGHT C cj) MODEL 0 , I • MODEL 11 - 7/5" 6GI 450 NOW ITTI1.e58 0 0 Z r -00 IUTII jr 11 - TIV - E3GI 50 0 E ITT2,06111bb "u 1))1-0 IUT2.06/11.5ei 00 CIL iff cc- > rt -c LVL BEAM AND E - VER HANCvER H A 5GHEOULE VERSA —LAM L\/L MEMBER TOP FLANGE FACE MOUNT MODEL MODEL V 1/2 MIT HUcl " 11 715 MITII.55 HUII U N CY) Lo 01- to E 0 r >< a- •• • 6 Congtrvctlon 0 ca W 0 64 c u (Y) Lo 0 - c C o c:) E C cj) o 0 , I • 0 cl o u • - •• ) NOW 0 0 Z r -00 0 Lo • E 4) "u 1))1-0 coad CIL iff cc- > -c E 4 t ~ _.. A Al D 711 19!5ue Date (Y) tr Progre!55 Set 1"o RevleV4 Set 03/01/0'7 Congtrvctlon 04126101 C) > 0 *= 4 4 oto co — u soma 0 , I • cl o u • - •• ) NOW 0 0 Z r -00 0 t u 0 4) "u 1))1-0 coad CIL iff cc- > Al D 711 19!5ue Date Progrees Set 1211 Progre!55 Set 02/06/07 RevleV4 Set 03/01/0'7 Congtrvctlon 04126101 N • •�� Nlro, a 021 r r CONT. 2x6 TREATED PLATE WITH 1/2" x 6" EXPAN51ON BOLTS — @ 32 "o.c. (MAX) RE: PLAN ry c W0012A ! C 2 C -. -- PIER AND COLUMN REFER TO FOUNDATION PLAN AND FOOTING 50HEDULE f Fou ndation Detail STEEL PIPE COLUMN W1TH (2) # 6 x 1-6' DOWELS TO 1 /2"x6" DIA. EMBED PLATE 5/4" CHAMFER 12" DIAMETER CONCRETE PIER (2) #5 x U- DOWEL5 6" (5) # 5 TIES (E) STUDINAL.L Tt "1 _ 5/4" T. t G. FLOOR 5HEATHIN6 RE: PLA _ T.O. PLYWOOD — 11 116 I -JO15T ice: ' :. ► T.O.W. Willi BE F O UN D ATIO N VERI IEp — (DO NOT UNDERMINE) f SHORING TO BE { DETERMINED BY G.C. DRILL AND EPDXY # 5 x 12" DOWELS INTO EXI5TING WALL I ® 16" O.c. VERT. AND al 46" o.c. HORN'. p 1 y2 # 5 x ©l__. 16"0.6. m �- 10 RE: PLAN — T.O.F. Q) 611 (2) # 5 CONT. 1 "_4f Foundation Detail SIMPSON HANGER 15/4 x 11 7/6" LVL CONT. LEDGER WITH 3/4 " x 6" EXP. BOLTS ® 52" o.c. # 5 a 16" 0.0. EACH WAY (2) # 5 CONT. TOP AND BOTTOM 1/2" EXP. JOINT (TYP.) CONCRETE SLAB ON 5U56RADE NOTE TH15 WALL 15 NOT TO BE BACKFILLED UNTIL MAIN LEVEL FLOOR FRAMING 15 IN PLACE AND FULLY SHEATHED 53.1 5/4" =11 -011 STONE VENEER RE: ARCH. L 4 x 4 x 3/5 CONT. WITH 5/6" VIA. x 6" EXP. BOLTS CAA 56" o.c. (COVER WITH MASTIC PROTECTANT) (2) # 5 CONT. TOP AND BOTTOM F oundation Deta w (4) # 5 CONT. i +-- I --- -- (E) FLOOR AND fifi WALL FRAMING (F.V) SIMPSON 2xIO LEDGER WITH LUS210 5/6 "x5" LAO 50REW5 �) 1 (TYP) a 16" o.c. INTO ti EXISTING RIM N 5/4" T. 4 G. FLOOR SHEATHING RE: PLAN T.O. PLYWOOD GLU -LAM —' BEAM 2xIO JOIST (RE: PLAN) /" 5 "\ Framinq Detail 53.1 #5@ 16 "O.c. EACH WAY I y2" # 5 x-1 f c 16 "o.c. Cn G i l RE: PLAN T.O.F. C3 A 11 11 11 i(1, (2) # 5 GOVT. '7 G / °T 1 `_4 t � t IN M' 5/4" T. $ G. FLOOR — 5HEATHIN6 RE: PL AN T.O. PLYWOOD — 11 `T /6" I -JOIST SIMPSON HANGER 1 5/4" x II ?/6 LVL CONT. LE1?6ER WITH 5/4" x 6" EXP. BOLTS 0 52" o.c. (2) # 5 CONT. TOP AND BOTTOM 1/2" EXP. JOINT (TYP.) CONCRETE SLAB ON SU56RADE Mo .•►. .,.. NOTE TH15 WALL 15 NOT TO BE BACKFILLED UNTIL MAIN LEVEL FLOOR FRAMING 15 IN PLACE AND FULLY SHEATHED /"" oVn a i on e ai ✓ 3.1 3/4"= 11-011 1/2" APA RATED 1/2" APA RATED 5HEATHIN6 5HEATHIN6 2x6 at 16 "O.c. 5/6 APA RATED STUD WALL 5HEATHING SOLID BLOCK 5/6"` x 6" LAG —� SCREWS � 16 "o,c. 51 MP50N L5TA56 STRAPS 52 "o.c. *-- (E) ROOF AND WALL FRAMIN6 (F.V) � I I� _._ A Fr'aminq Detai 53 .1 55/`T11P11 -011 Issue Date Progress Set 1 Progres Set 02 /06 /0"7 C 03/01 C onstruct io n 0412610? and Fromin D eta ils • lie 0 t • 0 - .. U CO W • U • • •• ♦ i i • . • cc • • Issue Date Progress Set 12 /Iq /06 Progres Set 02 /06 /0"7 Review Set 03/01 C onstruct io n 0412610? Nlllab Num 06 r • • Check b y r r • F owdotion Deta and Fromin D eta ils Number: S�.I 1.0 11 TEMPORARY CARPORT 0,7 U11LITY EASEMENT 0.7 8301.5 x FOUND # 4 REBAR & WASHER ------ wo 0 OD' FENCE LINE A, OIL DENOTES CONIFEROUS L1 1.0 14.60' L2 0.5 0,3 18.00' L3 N 84*03'34" W 2ao 10 f 1,75' I IN 39*03'34" W 14.25' WOOD FENCE N 50'55 26" E 23.14' L7 8301,6 1.0 8301.7 PARCEL 1 L8 WOOD STAIRS/ DECK 0.186 AC. 8301.5 6.00' 2945A 4_ 1.30 LID 0.5 0,7 U11LITY EASEMENT 0.7 8301.5 x FOUND # 4 REBAR & WASHER ------ wo 0 OD' FENCE LINE BEARING --- DISTANCE DENOTES CONIFEROUS L1 N 87'30'49" W 14.60' L2 S 50'56'26" W 18.00' L3 N 84*03'34" W 4.24' L4 S 50'56 W 1,75' L5 IN 39*03'34" W 14.25' L6 N 50'55 26" E 23.14' L7 S 39 _E_ 2.28' L8 N 50 _E 6.00' L9 N 39'03'34" W I 1.30 LID S 50*56'26" W 1 14. 16' 8297.1 5 ROOF OVERHAN CARPORT TI 0, X� (TREES GO A 11 "`.2 THROUGH) 8301 8 4l 300.9 GARAGE PROPERTY LINE FOLLOWS PARTY 02- 1�5 WALL ROOF RIDGE SLAB BUILDING OUTLINE GARAGE 8301.3 BUILDING 2 STORY WOOD FRAME 8320,7 830112 OVERHANG ROO P EA K Ll ,' " ROCK PATIO R -i ' 8300 8 0.4 ENTRY 0.4 8301.3 - PAVE -, �A L 8300� 0,3 5 x J.v i GARAGE SLAB O�3 8301 � 2 U 1 1_1� X/ I r, THICK 7 0. 1 KAU I b ROCK WALL 83 0 PARCEL 2 3' BUILDING 0.166 AC, 8 8300.3 LOT 2 300.9 0) 8300,9/� OVERHANG ty 0 ty z O�7 BUSH LINE ROOF RIDGE 6 8300 EL=8320.7 .7' BUILDING 3=8 4� OVERHANG 8,301 x EDGE WATER CIRCU 8300_5 BUILDING OUTLINE O�5 STAIRWAY 2 STORY WOOD FRAME 03 I �0 / 8300. SETBACK 30' STREAM < EDGE ASPHALT DRIVE LOT 2 t 8299 5* TOP DECORATIVE FLOWLINE STREAM ROCK WALL FLAGSTONE EDGE 8326l4 EDGE PATIO ASPHALT ASPHALT 1 0.2 PATIO DRIVE DR IVE Ill 7, CON C, 8300.4 1 BELOW 151- 0,8' ROOF RIDGE 8,300.9 " 'PAD x 14: EL=8323.1 xl�- 8300.7-, vo CHIMNEY 0.2 EL=8324.2 2ND FLOORX,, 300.2 DECK f ft 8300.0 8310.0 8298.7% rn 1'o, 299 6 STACKED BOULDER � tut WALL It EDGE LAWN 8299.8 Olt 8298.2 298. 639;4851' 2.0 R= 0' L= O. 96' FOUND PIN & 89 ALUM CAP Z � LS 26598 G BR =N 87*04'36 E 4= 19' 3�"` 0 3 0.3 0,3 0 0 7 1 T - 19, 6 5'---: 0.7 ti C LEN- ,7 0.5 BRG,7-N 56 0 5' 0_3 ROCK f 4gow 110 - 7 A, N87*30 FOUND PIN & 7" 0 4 k 50 qn I I - / /.W 7 8,300 ALUM ,CAP LS#26598 ELEC 2', WITNESS < s METER CORNER 0,2/ cwt 8297.6 1.0 8298.2 - ----------------- - - ------- 8299.0 A=19*08'28" 829915 R=270.00' EDGE ASPHALT ROAD ELECTRIC PHONE 8296,7 ' TRANSFORMER PED, L=90.20 T=45.52' SEWER MANHOLE 0100 C LEN--i89.78' 8296�4 INV=8286-4 13RCo-N '82*54'57" E MEAS. RIM=8296.6 BASIS OF ELEVATION B TH CREEK DRIVE (40 R.o.W,) OO q; a gwo is -P'O; 'j 0 EDWARDS., CO. 8163� = , _ L M. INTERSTATE HIGHWAY NO. 7l't 7*30'49"E 81-94' Imo 10 IN W 11 00 10' 20' 30' X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 10 IN W 11 00 10' 20' 30'