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Home My WebLink AboutB07-0051 PlansMATERIAL SYMBOLS: I I) I I =I I EARTH _.._. PLYWOOD L POROUS FILL /DRAINAGE FINISH WOOD 1 STONE MASONRY =� WOOD -ROUGH .e . STRUCTURAL CONCRETE BLOCKING ` CONCRETE MASONRY UNIT ... GYPSUM BOARD INTERIOR ELEVATION REFERENCE BATT INSULATION LVR LOUVER RIGID INSULATION ADJACENT STEEL /METAL AS NOTED ' 6 u17;1liir i, uuu uiiiEe U1 CARPET A4.00 A4A0 BUILDING SECTION REFERENCE ELEVATION REFERENCE A4.00 DETAIL REFERENCE DETAIL REFERENCE O L MAiN 1 104' -0" HEIGHT REFERENCE SECTION REFERENCE STN --/ - -TILE DOOR TAG MATERIAL BREAK ABV GR�Q W11 LENGTH GRID BUBBLE WALL TYPE REFERENCE LDT 1 AP ACCESS PANEL 4 02 LIGHT TROUGH AC 3 LTL LINTEL INTERIOR ELEVATION REFERENCE WINDOW TAG STN --/ - -TILE DOOR TAG MATERIAL BREAK ABV ABOVE L LENGTH AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH AP ACCESS PANEL LT LIGHT TROUGH AC ACOUSTICAL LTL LINTEL ADD ADDENDUM LVR LOUVER ADJ ADJACENT MH MANHOLE ALT ALTERNATE MFR MANUFACTURE (ER) ALUM ALUMINUM MO MASONRY OPENING ARCH ARCHITECT (URAL) MTL METAL BSMT BASEMENT MAX MAXIMUM BRG BEARING MECH MECHANIC (AL) BVL BEVELED MC MEDICINE CABINET BIT BITUMINUOUS MEM MEMBRANE BLK BLOCK M METER (S) BLKG BLOCKING MM MILLIMETER (S) BOT BOTTOM MIN MINIMUM BLDG BUILDING MIR MIRROR CPT CARPET (ED) MiSC MISCELLANEOUS CSMT CASEMENT MULL MULLION C CAULK (ING) NAT NATURAL CLG CEILING NR NOISE REDUCTION CT CERAMIC TiLE NOM NOMINAL CLR CLEAR NIC NOT iN CONTRACT COL COLUMN NTS NOT TO SCALE CONC CONCRETE OPG OPENING CMU CONCRETE MASONRY UNIT OPP OPPOSITE CONST CONSTRUCTION OPH OPPOSITE HAND CONT CONTINUOUS OH OVERHEAD CJT CONTROL JOINT PR PAIR CPR COPPER PK PARKING CUST CUSTOM PVMT PAVEMENT DT DRAPERY TROUGH PL PLASTIC LAMINATE DTL DETAIL PT POINT DIM DIMENSION PSF POUNDS PER SQUARE FOOT DR DOOR PSI POUNDS PER SQUARE INCH DRW DRAWING PL PROPERTY LINE DF DRINKING FOUNTAIN QT QUARRY TILE ELEC ELECTRIC (AL) REF REFERENCE EL ELEVATION (S) REF REFRIGERATOR ELEV ELEVATOR REIN REINFORCE (D), (ING) EQ EQUAL REQ REQUIRED EXH EXHAUST RES RESILIENT EXTG EXISTING REV REVISION (D), (ING) EXT EXTERIOR REV REVERSE FOC FACE OF CONCRETE RH RIGHT HAND FOF FACE OF FINISH R RISER FOM FACE OF MASONRY R &S ROD AND SHELF FOS FACE OF STUDS RD ROOF DRAIN FIN FINISH (ED) RDT RECESSED DRAPERY TRACK FFE FINISHED FLOOR ELEVATION RFG ROOFING FE FIRE EXTINGUISHER RM ROOM FDC FIRE DEPARTMENT CONNECTION RO ROUGH OPENING FHC FIRE HOSE CONNECTION R/S ROUGH SAWN FEC FIRE EXTINGUISHER CABINET S SEALANT (EXTERIOR) FP FIREPLACE SHTG SHEATHING FPS FIREPROOFING, SPRAYED SHH SHOWER HEAD FLG FLASHING SHC SHOWER CONTROLS FLR FLOOR (ING) SM SHEET METAL FD FLOOR DRAIN Sim SIMILAR FTG FOOTING Sc SOLID CORE FND FOUNDATION SPEC SPECIFICATON (S) FBO FURNISHED BY OTHERS SQ SQUARE FPHB FREEZE PROOF HOSE BIB STD STANDARD FUR FURRED (ING) ST STAIN GA GAGE, GAUGE STL STEEL GALV GALVANIZED SD STORM DRAIN GC GENERAL CONTRACT (OR) STR STRUCTURAL GL GLASS, GLAZING TEL TELEPHONE GYP GYPSUM BOARD TV TELEVISION HB HOSE BIB THR THRESHOLD HDW HARDWARE T &G TONGUE AND GROOVE HDR HEADER TOS TOP OF SLAB HTG HEATING TOS TOP OF STEEL HVAC HEATING /VENTILATING /AC TOW TOP OF WALL HT HEIGHT TB TOWEL BAR HC HOLLOW CORE TR TRANSOM HM HOLLOW METAL T TREAD HOR HORIZONTAL TYP TYPICAL HWH HOT WATER HEATER LINO UNLESS NOTED OTHERWISE INCL INCLUDE (D), (ING) VB VAPOR BARRIER ID INSIDE DIAMETER ViF VERIFY IN FIELD iBC INSTALLED BY CONTRACTOR VERT VERTICAL IBO INSTALLED BY OWNER VCT VINYL COMPOSITION INS INSULATE (D), (ION) WC WATER CLOSET INT INTERIOR WP WATER PROOFING JC JANITOR'S CLOSET WWF WELDED WiRE FABRIC KIT KITCHEN W WIDTH, WIDE LAM LAMINATE (D) WDW WiNDOW LAV LAVATORY WO WITHOUT LH LEFT HAND WD WOOD 01 DO NOT SCALE DRAWINGS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. nOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES iN THOSE AREAS. 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS. 06 C::) DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 07 0 DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH ARCHITECT. 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE, 2003 EDITION. CODE COMPLIANCE iS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT & ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -iN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13 IT iS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WiTHOUT CROSSING EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL -TYPE TUBS. COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. AO C A1.0 PROPOSED SITE PLAN A2.0 PROPOSED GARAGE LEVEUROOF PLAN A2 PRO ROO A3.1 WEST ELEVATIONS A3.2 SOUTH ELEVATIO • .3 EAST ELEVATIO A 3.4 N ELEVATI A6 EXTERIO A EXTE DET EXTE D ETAILS A6 EXTERI A6. EXTE DET N DRAWING INDEX: STRUCTURAL S1 GENERAL 0 11111 MICHAEL SUMAN ARCHITECTS 143 EAST MEADOW DRIVE SUITE 300 VAIL, COLORADO 81657 970.479.7502 970.479.7566 FAX EMAIL: michael@sumanarchitects.com CONTRACTOR: NEDBO CONSTRUCTION P.O. Box 3419 Vail, CO 81658 970.845.1001 PH 970.845.9979 FAX Rollie Kjesbo EMAIL: rollie @nedbo.com .. ■, • KRM CONSULTANTS, INC. P.O. Box 4572 Vail, CO 81658 970.949.9391 PH 970.949.1577 FAX Kim McGhee EMAIL: krm @krmconsultants.com j z /w/ o Code: International Building Code 2003 Construction Type: V -A Occupancy: Condominium = R -2 Parking Struct. = S -2 Special Attributes: Sprinkled Addressable Fire Alarm System Separations: 1 Hour (residence /residence) 1 Hour (garage /residence) 1 Hour (mechanical /residence) COPY RIGHT RESERVATION The drawings, specifications and other documents prepared by the Architect (Michael Suman Architect, LLC) for this project are instruments of the Architect's service for use solely with respect to this Project and, unless otherwise provided in writing, the Architect shall be deemed the sole and exclusive author of these documents and shall retain, without limitation, all common law, statutory and other reversed rights, including the copyright hereof. No person, whether having come rightly into possession hereof or otherwise, shall employ these documents on any other project, nor for additions to this Project nor for the completion of this Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind satisfactory to the Architect. The Architect expressly claims all proprietary rights in the material which is issued in confidence for design and /or construction purposes of this Project as noted. These materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. @ 2006 Michael Suman Architect, LLC. All rights reserved. g 0 0 z > 0 0 t it ,1 t SCALE. DRAWN. MDS PROJECT & 510 SHEET TITLE. COVER SHEET Em DATE.• L DESIGN 4,1 5.1 0. 0 6 r . 1. 18.200 7 3.09. 07 SCALE. DRAWN. MDS PROJECT & 510 SHEET TITLE. COVER SHEET Em i ' Gn�F nF r-oFFr NEW CUSTOM METAL "THE TYROLEAN" SIGN MOUNTED ON NEW STONE VENEER AND UP -LIT. NEW SOD AREA AT CORNER t� t ,�_._ TRACK B t ENTRY a / VAIL VILLAGE FIRS FILING ;r or =: " UNIT9 DECK UNIT 9 � � ` � EN Y SPA - t t t_ t TRACK A`� ; -- It VAIL VILLAGE FIFTH FILING I � CJ _ , n V _ - -r *No ". UTILITY EASEMENT iN mom PROPERTY LINE N 10° 14'00" E 198,31' S TRACK PROPOSED SITE PLAN VAIL VILLAGE FIFTH FIL A1.0 j SCALE. 1/8" = V - 0" LANDSCAPE PARKING SCREEN TO BE INSTALLED BY UNIT 9 REPRESENTATIVE O " IA dt § � �kx� & 3. 4 4, E 33 ; .x f: A 4 u� N ww i f { 1 f SMALL SHED ROOF DRAINS TO INTEGRATED GUTTER AND LEADER CONNECTED TO EXISTING TRENCH DRAIN BELOW SEE DETAIL 3/A6.5 NEW 4" SANDSTONE SLAB WALL CAP LINE OF WALL BELOW NEW CLASS B FIRE TREATED WOOD SHAKE ROOF AT NEW GARAGE ENTRY ROOF SCALE: 1 /4 11 = 1 - E ( E I l I I U M, ( j {� k f f 01 0 NEW STONE VENEER WAINSCOT. SEE ELEVATION FOR HEIGHT. NEW STONE VENEER ON EXISTING WALL. SEE ELEVATION FOR DETAILS. EXISTING WALL TO BE REMOVED. L NEW WOOD AND METAL MESH MAN -DOOR PROTECTED BY NEW ROOF ABOVE. NEW ENTRY KEY PAD TO REPLACE EXISTING NEW STONE VENEER. SEE ELEVATION FOR LOCATIONS EXISTING FIRE DEPARTMENT PANEL, STAND PIPES AND ALARMS TO REMAIN. EXTEND OFF WALL TO BE FLUSH WITH FACE OF NEW STONE VENEER. NEW LOCATION FOR NEW BUILDING ADDRESS AND IDENTITY MARKER ON PROPOSED NEW STONE VENEER. SIGN LIGHTING AND NEW LANDSCAPE AREA BELOW NEW ENTRY ROOF OVERHANG LINE. NEW CUSTOM WOOD AND METAL MESH OVERHEAD GARAGE DOOR. EXISTING TRENCH DRAIN TO REMAIN 0 0 0 0 i n u 0 z u J ISSUED F OR: II ICI D ATE- p wlII1 �E !� II 0 _ i CONCEPTUAL ,i PR ICING 5,1 .06 DRB REVIEW 9 982007 PERMIT 3.09.2007 G N6I IL2H6F44#7GHITEGT, L LC SCALE: 114- 1r0" DRAWN. MDS U fi PROJECT A 590 SHEET TITLE: FLOOR PLAN SCALE: 1/4 = 1 ' — Ewl NEW CLASS B FIRE - TREATED WOOD SHAKE ROOF AT NEW DORMER 30 N , wt LIN SCALE. 1/4 = 1 1-011 MIN UNIT 4 TERRACE BELOW ISSUED FOR. j XN� SCHEMATIC DESIGN 7.26.06 SCHEMA DESIGN R 12.06 HOA REVIEW 10.2.06 PEC VARIANCE 10.16.06 Ill III DIN( nIITl IMP RF-i nw 1.18.2007 PERMIT ---------------- 3,09,2007 wt LIN SCALE. 1/4 = 1 1-011 MIN UNIT 4 TERRACE BELOW ISSUED FOR. DATE: SCHEMATIC DESIGN 7.26.06 SCHEMA DESIGN R 12.06 HOA REVIEW 10.2.06 PEC VARIANCE 10.16.06 ORB REVIEW 1.18.2007 PERMIT ---------------- 3,09,2007 ALL RlGH RESERVED. SCALE: 114"= l'-O' DRAWN. MDS PROJECT A 601 SHEET TITLE: ROOF PLAN A284 1 0 INFILL AT WOOD MASK OPENING UNIT 8 NEW WINDOW .11Nl YV U U UNITS' UPPER LEVEL FFE: 129'-1 114" 1 BEDROOM #4 FFE: 128" -511/4" I' 1`, I I PI MAIN LEVEL FFE: 119-8112" 1 r2 co L C? L NEW UNIT 5 col �ol BEDROOM WINDOWS 5 A 62 AA9 L 1• &2 PRO—POSED F PARAG� F DESIGN ENTRY. I I A i 1 [011! 0 a m o a 0 AIL SCALE. 114 = 11-011 A6.4 n � I ISSUED FOR: DATE: SCHEMATIC DESIGN 7.26.06 SCHEMATIC DESIGN 9.12,06 HOA REVIEW 10.2.06 PEC VARIANCE 1 0, 16.06 DRB REVIEW 1.18.2007 PERMIT 3,091007 SCALE. 114"= 1' 0" DRAWN: MDS PROJECTA 601 SHEET TITLE: ELEVATION - ------ ---- - - ----- Vv 1 4 IF I A E! D. .203484 GENERAL NOTE: 1) NEW WINDOWS AND DOORS TO BE CLAD WOOD- COLOR TO MATCH EXISTING WINDOW COLOR 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE COPPER 3) SEE DETAIL SHEETS FOR SIDING AND WINDOW DETAILS 4) SEE PLANS FOR OPENING WIDTHS 5) ALL EXTERIOR DETAILS AND MATERIALS TO MATCH EXISTING 4 UNLESS NOTED OTHERWISE 6) ANY EXTERIOR AREAS AFFECTED DURING CONSTRUCTION TO BE REPLACED TO MATCH EXISTING UNLESS NOTED OTHERWISE NEW STUCCO FINISH TO MATCH EXISTING TEXTURE AND COLOR NEW STONE VENEER F NEW WOOD SIDING 1 HORIZONTAL WAVEY-EDGE SIDING TO MATCH EXISTING MATERIAL AND COLOR ¢� A NEW WOOD SIDING 2 - HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 6" EXPOSURE(SEMI-TRANSPARENT STAIN FINISH PER SAMPLE) [5] NEW EXPOSED HEAVY TIMBER STRUCTURE-(STAIN AND FINISH TO MATCH EXISTING SIDING I COLOR) F 6] NEW CLASS B FIRE TREATED WOOD SHAKE ROOF-NATURAL FINISH INDICATES NEW WINDOWS LOCATIONS MAIN LEVEL UNIT 5 T s4 a i � °S 'ti3 f el i ISSUED i- D ATE. p S CHE M A T I C DESIGN 7.2 .06 SCHEMATICDESIGN i« H OA REVIEW 10206 PEC VARIANCE I • ,`8 REVIEW 1,18 ,20070i PER 0♦ 1i 5 k ISSUED i- D ATE. p S CHE M A T I C DESIGN 7.2 .06 SCHEMATICDESIGN i« H OA REVIEW 10206 PEC VARIANCE I • ,`8 REVIEW 1,18 ,20070i PER 0♦ 1i ISSUED i- D ATE. p S CHE M A T I C DESIGN 7.2 .06 SCHEMATICDESIGN i« H OA REVIEW 10206 PEC VARIANCE I • 0f ,`8 REVIEW 1,18 ,20070i PER 0♦ 1i 0 r A MO GENERAL NOTE: 1) NEW WINDOWS AND DOORS TO BE CLAD WOOD — COLOR TO MATCH EXISTING WINDOW COLOR 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE COPPER 3) SEE DETAIL SHEETS FOR SIDING AND WINDOW DETAILS 4) SEE PLANS FOR OPENING WIDTHS 5) ALL EXTERIOR DETAILS AND MATERIALS TO MATCH EXISTING UNLESS NOTED OTHERWISE 6) ANY EXTERIOR AREAS AFFECTED DURING CONSTRUCTION TO BE REPLACED TO MATCH EXISTING UNLESS NOTED OTHERWISE NEW STUCCO FINISH TO MATCH EXISTING TEXTURE AND COLOR 2] NEW STONE VENEER PI NEW WOOD SIDING 1 — HORIZONTAL WAVEY —EDGE SIDING TO MATCH EXISTING MATERIAL AND COLOR NEW WOOD SIDING 2 — HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH �---� 6" EXPOSURE(SEMI— TRANSPARENT STAIN FINISH PER SAMPLE) NEW EXPOSED HEAVY TIMBER STRUCTURE — (STAIN AND FINISH TO MATCH EXISTING SIDING 1 COLOR) F NEW CLASS B FIRE TREATED WOOD SHAKE ROOF - NATURAL FINISH INDICATES NEW WINDOWS LOCATIONS UNIT 5 WINDOWS f / g WITH MAX. HEAD HEIGHT A6.3 9. A6.3 PARTIAL SOUTH ELEVATION mPROPOSED SCALE.• DRAWN. MDS PROJECT A 601 SHEET TITLE: ELEVATION Em SCALE: 1 /4" = 1 " - a ' s 1. w'Q �;„� ° i j o 8 LvJ �.a m y s GENERAL NOTE: 1) NEW WINDOWS AND DOORS TO BE CLAD WOOD - COLOR TO MATCH EXISTING WINDOW COLOR 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE COPPER 3) SEE DETAIL SHEETS FOR SIDING AND WINDOW DETAILS 4) SEE PLANS FOR OPENING WIDTHS 5) ALL EXTERIOR DETAILS AND MATERIALS TO MATCH EXISTING UNLESS NOTED OTHERWISE 6) ANY EXTERIOR AREAS AFFECTED DURING CONSTRUCTION TO BE REPLACED TO MATCH EXISTING UNLESS NOTED OTHERWISE NEW STUCCO FINISH TO MATCH EXISTING TEXTURE AND COLOR a NEW STONE VENEER 3] NEW WOOD SIDING 1 - HORIZONTAL WAVEY -EDGE SIDING TO MATCH EXISTING MATERIAL AND COLOR 1 •J NEW WOOD SIDING 2 - HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH �---� 6" EXPOS U RE(SEMI-TRANSPAR ENT STAIN FINISH PER SAMPLE) F NEW EXPOSED HEAVY TIMBER STRUCTURE - (STAIN AND FINISH TO MATCH EXISTING SIDING 1 COLOR) NEW CLASS B FIRE TREATED WOOD SHAKE ROOF- NATURAL FINISH INDICATES NEW WINDOWS LOCATIONS s SCALE: 1 /8" = 1 NEW 4" SANDSTONE SLAB WALL CAP AT ALL STUCCO TERRACE AND RETAINING WALLS - TO MATCH NEW STONE CAPS AT UNIT 9 mil 4 m 91 IT MA OR - am , UPPER LEVEL FFE: 129" -1 1/4" E l l,I�id MAIN LEVEL FFE: 119' -81/2" UNITJ LEVEL 2 T.Q. PLYWOOD EL: 109'- 101/4" T. LEVEL I PLYWOOD #/ ISSUE #* SCHEMATIC DESIGN 7.26. 11 SCHEMATIC DESIGN 9.12.06 H OA REVIEW 10 PEC VAR #.0 DR8 * -- P E R M IT 1&200 3 f SCALE: DRAWN: MDS PROJECT* 601 SHEET TITLE' ELEVATION 0 { F M ICHIAE CONTINUOUS RIDGE VENT !j 203484 CEDAR SHAKE FINISH OVER Ip BUILDING PAPER RIDGE VENT .4 COPPER FLASHING 2 ' EXTERIOR SHEATHING TYPE X GYPSUM BOARD. FASTEN PER W56-1.5 DETAIL. ( LAYER OF TYPE X 6 MIL POLYETHYLENE VAPOR DIFFUSION CEDAR SHAKE ROOF FINISH GYPSUM BOARD 6 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER WATERPROOF MEMBRANE NEW WOOD SIDING 2 RETARDER R -1 BATT INSULATION HORIZONTAL CLEAR RABBETTED BEVEL 4" PLYWOOD ROOF SHEATHING SIDING WITH 5" EXPOSURE SEMI (S EMI - TRANSPARENT STAIN FINISH PER SAMPLE) GYPSUM BOARD- FINISH TO MATCH EXISTING 2x FRAMED WALL EXTERIOR SHEATHING RIDGE MEMBERS- SEE STRUCTURAL COPPER WINDOW 2x EXTERIOR FRAME ( A" LAYER OF TYPE X GYPSUM BOARD FOR DETAILS FLASHING WITH WALL WITH BATT INSULATION _5 DRIP EDGE BUILDING PAPER SEALED AT rt WINDOW HEADER-SEE ALL JOINTS, EDGES AND PENETRATIONS STRUCTURAL FOR DETAILS NEW WOOD SIDING 2 - TO MATCH EXISTING. MAINTAIN AIR SPACE FOR WINDOW TRIM DETAILS TO MATCH EXISTING 1*- lk VENTILATION MINIMUM R-38 BATT INSULATION SEE STRUCTURAL FOR FRAMING SIZES V4 x6" ROUGH SAWN rT DETAIL 0) NEW EXT. WD SIDING WALL AND DETAILS 31 RED CEDAR WINDOW TRIM -MITER JOINT AT ENDS A6.1 SCALE: 3" = V-0" DRYWALL BLOCKING WINDOW UNIT JAMB LINE BEYOND 6 MIL POLYETHYLENE 6 MIL POLYETHYLENE VAPOR DIFFUSION 8 RETARDER UNDER �" TYPE X GYPSUM VAPOR DIFFUSION RETARDER BOARD. FASTEN PER WS6-1.5 DETAIL. _h� 8 TYPE X GYPSUM BOARD. FASTEN HEAD DETAIL SIDING 2 WALL WITH I'" LO NG, 6D CEMENT COATED 8 AM SCALE 3" = V-0" 2x WALL WITH NAILS SPACED 6 IN. O.C. PER UL DESIGN NO. L501 DETAIL. 5%" BATT INSULATION I �'EXTERIOR SHEATHING DETAIL DORMER RIDGE BUILDING PAPER ( LAYER OF TYPE X A6.1 SCALE: 3' -0' V"EXTERIOR SHEATHING GYPSUM BOARD 6 MIL POLYETHYLENE VAPOR DIFFUSION BUILDING PAPER NEW WOOD SIDING 2 ........ - ----- -- - -- - - - - -- - ' NEW WOOD SIDING 2- RETARDER - 2 HORIZONTAL CLEAR RABBETTED BEVEL * HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 5" EXPOSURE SIDING WITH 5" EXPOSURE (SEMI - TRANS PARENT STAIN FINISH PER SAMPLE) _A1 lk GYPSUM BOARD- FINISH TO MATCH EXISTING (S EMI- TRANSPARENT STAIN I FINISH PER SAMPLE) : 6 (1) LAYER OF TYPE X GYPSUM BOARD 2x EXTERIOR FRAME SEALANT 2 z 0 GRACE SELF-ADHERED WALL WITH BATT INSULATION MINIMUM R-38 BATT INSULATION FLASHING I" ROUGH SAWN ROOF JOISTS- SEE STRUCTURAL 0 Z WINDOW TRIM DETAILS TO MATCH EXISTING RED CEDAR CORNER TRIM -FINISH TO MATCH SIDING I DETAIL (W- SIDING 2 CORNER FOR DETAILS SCALE. 3 = 11-010 CEDAR SHAKE ROOF FINISH V4 x6" ROUGH SAWN WATERPROOF MEMBRANE to RED CEDAR WINDOW TRIM -MITER JOINT AT ENDS PLYWOOD ROOF SHEATHING SEALANT AROUND WINDOW UNIT ENTIRE PERIMETER OF WINDOW UNIT SILL LINE BEYOND CARPET FLOOR FINISH COPPER EAVE FLASHING WITH DRIP EDGE PLYWOOD DECKING- DETAILS SEE STRUCTURAL FOR 2 2 A6,1 JAMB DETAIL SIDING SCALE. 2 WALL 2X8 FLOOR FRAMING WITH R-30 BATT INSULATION- SEE STRUCTURAL FOR DETAILS 8 VENT GAP WITH SCREEN BEHIND VERTICAL FURRING STRIPS ( t LAYER OF TYPE X GYPSUM BOARD AT JOIST SPACING FASTENED WITH 2:r TYPE S DRYWALL � - JAMB LINE BEYOND SCREWS AT 12" O.C. 2x6 FASCIA TRIM 2X BLOCKING SEALANT AND BACKER AROUND ENTIRE PERIMETER WINDOW UNIT 2x SUB BOARD -FASCIA ISSUED FOR: DATE. OF WINDOW UNIT i TYPE X GYPSUM BOARD. FASTEN I PER WS6-1.5 DETAIL. -3Y I X6 T&G SOFFIT DECKING WITH SCHEMATICDESIGN 7.26.06 NAILING FIN-TYP. WINDOW TRIM TO 8" -------- V-GROOVE SCHEMATICDESIGN 9.12.06 W: MATCH EXISTING 6 MIL POLYETHYLENE (I 'LAYER OF TYPE X UFSUM HOA REVIEW 10. 2.06 V �5 DETAIL DORMER FLOOR BOARD RED CEDAR WINDOW TRIM t / A6.1 SCALE 3" V-0" VAPOR DIFFUSION RETARDER BUILDING PAPER PEC VARIANCE 40 46.06 -MITER JOINT AT ENDS PERMIT 3. 09.2007 Y2" SHEATHING '4 2X6 EXTERIOR FRAME WALL WITH BATT GRACE SELF-ADHERED 2x EXTERIOR FRAME INSULATION FLASHING (1) i' LAYER OF TYPE X WALL WITH BATT INSULATION NEW WOOD SIDING 2 - TO MATCH EXISTING. GYPSUM BOARD NEW WOOD SIDING 2 - �''GYPSUM BOARD- SCALE. 3*=1'-0" HORIZONTAL CLEAR RABBETTED BEVEL FINISH TO MATCH EXISTING SIDING WITH 5" EXPOSURE DRAWN: MDS (SEMI-TRANSPARENT STAIN FINISH PER SAMPLE) DETAIL DORMER EAVE 6 MIL POLYETHYLENE VAPOR DIFFUSION A6.1 SCALE: 3" 1'-p° PROJECTA 601 BUILDING PAPER RETARDER SHEET TITLE: BUILDING DETAILS 5Y2" A6l r8_N SILL DETAIL SIDING 2 WALL ,r AM / SCALE 3" 1'-0" ------ - - ----- ---------- ------ - -- ------ ------ m I IIH, E L D. Mik'N No.2034-84 I of GYPSUM BOARD- BUILDING PAPER FINISH TO MATCH EXISTING W �'EXTERIOR SHEATHING �,::; 6 MIL POLYETHYLENE BUILDING PAPER (1) i'LAYER OF TYPE X VAPOR DIFFUSION 2-61 Y2 SHEATHING GYPSUM BOARD 6 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER NEW WOOD SIDING I - NEW WOOD SIDING I - RETARDER FINISH AND COLOR HORIZONTAL CLEAR RABBETTED BEVEL TO MATCH EXISTING SIDING SIDING WITH 10" EXPOSURE 8 'GYPSUM BOARD- HORIZONTAL SOFFIT SEALANT AND BACKER (SEMI- TRANS PARENT STAIN FINISH PER SAMPLE) FINISH TO MATCH EXISTING FRAMING OF CURVED AROUND ENTIRE PERIMETER OPENINGS OF WINDOW UNIT WINDOW TRIM DETAILS COPPER WINDOW 2x EXTERIOR FRAME TO MATCH EXISTING I x T&G SOFFIT DECKING WITH LAYER OF TYPE X 5 /4 ROUGH SAWN RED FLASHING WITH DRIP EDGE WALL WITH BATT INSULATION NAILING FIN V-GROOVE GYPSUM BOARD CEDAR WINDOW TRIM Lo f BLOCKING WINDOW HEADER-SEE 4:3 2 'SHEATHING-TYP. STRUCTURAL FOR DETAILS A COPPER EAVE FLASHING ( LAYER OF TYPE X GYPSUM BOARD WINDOW TRIM DETAILS TO MATCH EXISTING WITH DRIP EDGE V XTERIOR SHEATHING x4" ROUGH SAWN BUILDING PAPER 6 MIL POLYETHYLENE VAPOR DIFFUSION 1E •'•�' —_ BI. �LD1NG PAPER RED CEDAR TRIM RETARDER x6" ROUGH SAWN RED CEDAR WINDOW TRIM �— WINDOW UNIT -MITER JOINT AT ENDS NE STUCCO FINISH SILL LINE BELOW WINDOW UNIT SOFFIT CURVING AWAY -BEYOND JAMB LINE BEYOND DETAIL SOFFIT DETAIL VERTICAL WINDOW DIVIDER A62 SCAL-E: 3" 1' -0" A62 k-� SCALE: 3" = V-0" HEAD DETAIL SIDING 1 WALL 5y2" A62 SCALE: 3" 1' -0" I WINDOW UNIT 5 2 " SEALANT AND BACKER I BUILDING PAPER �'EXTERIOR SHEATHING (1) LAYER f" TYPE X GYPSUM BOARD AROUND ENTIRE PERIMETER 6 MIL POLYETHYLENE OF WINDOW UNIT NEW WOOD SIDING 1 - VAPOR DIFFUSION RETARDER EXISTING 2X6 WALL 01 6 SPRING POINT 'r EL: 8202�4'(8201'4' ERT_kY) WINDOW TRIM DETAILS BB HORIZONTAL CLEAR RAETTED BEVEL SIDING WITH 10" EXPOSURE a , GYPSUM BOARD- 5 f ;; 1 TO MATCH EXISTING (SEMI-TRANS PARENT STAIN FINISH PER SAMPLE) FINISH TO MATCH EXISTING ROUGH SAWN RED CEDAR WINDOW TRIM SHEATHING ji ---- WINDOW HEADER- j__ TSEE STRUCTURAL FOR (1) i' LAYER OF TYPE X GYPSUM BOARD GRACE SELF-ADHERED r 2x EXTERIOR FRAME WALL WITH BATT INSULATION z CI UA ( LAYER OF TYPE X GYPSUM BOARD - -- . 111111 fil I I DETAILS FLASHING i 0 BUILDING PAPER 6 MIL POLYETHYLENE WINDOW TRIM DETAILS 0 0 VAPOR DIFFUSION TO MATCH EXISTING RETARDER Z 1 HOUR FIRE RATED WALL x6" ROUGH SAWN RED CEDAR WINDOW TRIM -MITER JOINT AT ENDS A62 SCALE: 3" WINDOW UNIT SEALANT AROUND DETAIL H ORIZONTAL WINDOW DIVIDER ENTIRE PERIMETER OF WINDOW UNIT A SILL LINE BEYOND SCALE: 3" = V-0" 9" GYPSUM BOARD- FLOOR FINISH FINISH TO +::1 MATCH EXISTING . 2 JAMB DETAIL SIDING 1 WALL 11111111111111 1111111111 Jill 111111111! 11111111 11111111111111111 `'' 6 MIL POLYETHYLENE BUILDING PAPER A62 SCALE: 3" V-0" EXISTING PLYWOOD DECKING VAPOR DIFFUSION RETARDER 2-6' J SHEATHING NEW WOOD SIDING 1 - EXISTING FLOOR FRAMING WITH FINISH AND COLOR GATT INSULATION TO MATCH EXISTING SIDING JAMB LINE BEYOND (2) LAYER OF TYPE X GYPSUM BOARD. HORIZONTAL SOFFIT FRAMING OF CURVED SEALANT AND BACKER AROUND ENTIRE PERIMETER WINDOW UNIT FASTENED WITH 2 4' TYPE S DRYWALL OPENINGS OF WINDOW UNIT ISSUED FOR: DATE. SCREWS AT 12" O.C. WINDOW HEADER-SEE * NAILING FIN Ix T&G SOFFIT DECKING WITH NAILING FIN-TYP. V-GROOVE COPPER EAVE FLASHING WINDOW TRIM TO SCHEMATIC DESIGN 7,26.06 STRUCTURAL FOR DETAILS 1 WITH DRIP EDGE MATCH EXISTING SCHEMATIC DESIGN 9,12.06 BLOCKING a' (1) LAYER OF TYPE X 5 /4 x4'ROUGH SAWN HOA REVIEW 10,2.06 WINDOW TRIM DETAILS TO MATCH EXISTING GYPSUM BOARD RED CEDAR WINDOW TRIM PEC VARIANCE 10.16.06 — ROUGH SAWN 1 1 i RFD CEDAR WIN W TRIM -MITER JOINT AT ENDS % PERMIT 3.09.2007 5 /4 x4" ROUGH SAWN DETAIL a RATED FLOOR j E RED CEDAR TRIM GRACE SELF-ADHERED A6.2 SCALE 3" V-0" WINDOW UNIT FLASHING 2x EXTERIOR FRAME WALL WITH BATT INSULATION ( LAYER OF TYPE X GYPSUM BOARD --- - ------ I ' �a SOFFIT CURVING AWAY -BEYOND NEW WOOD SIDING I - GYPSUM BOARD- FINISH TO MATCH EXISTING HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 10" EXPOSURE SCALE. 3' =1'0" (SEMI TRANSPARENT STAIN FINISH PER SAMPLE) DRAWN. MDS 6 MIL POLYETHYLENE VAPOR DIFFUSION DETAIL RADIUSED WINDOW HEAD BUILDING PAPER RETARDER I I PROJECTA 601 A6.2 SCALE' 3" 5Y2" I. SHEET TITLE. BUILDING DETAILS 3 SILL DETAIL SIDING 1 WALL J12 A62 SCALE 3" = 1' -0" 9 9 f0 N R CONTRACTOR TO VERIFY BUILDING PAPER EXISTS CONTRACTOR TO VERIFY BUILDING PAPER EXISTS - I" EXTERIOR SHEATHING 1"EXTERIOR SHEATHING NEW WOOD SIDING 1 - t r Cl NEW WOOD SIDING I - HORIZONTAL CLEAR RABBETTED BEVEL HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 10" EXPOSURE STAIN FINISH PER SAMPLE) SIDING WITH 10" EXPOSURE (SEMI-TRANSPARENT (S EMI- TRA STAIN FINISH PER SAMPLE) ( a' LAYER OF TYPE X 6 MIL POLYETHYLENE GYPSUM BOARD 6 MIL POLYETHYLENE (1) it LAYER OF TYPE X VAPOR DIFFUSION RETARDER EXISTING 2x SCREEN VAPOR DIFFUSION RETARDER GYPSUM BOARD WALL TO REM AIN s /$' TYPE X GYPSUM BOARD. FASTEN 8 TYPE X GYPSUM BOARD. FASTEN 1 - EXISTING 2x SCREEN PER WS6-1.5 DETAIL. NEW lx BLOCKING PER WS6-1.5 DETAIL. WALL TO REMAIN NEW 2X6 EXTERIOR FRAME TYPE X GYPSUM BOARD. FASTEN COPPER WINDOW NEW 2X6 EXTERIOR FRAME WALL WITH R -1 BATT INSULATION PER WS6-1.5 DETAIL. FLASHING WITH WALL WITH R -1 BATT INSULATION 6 MIL POLYETHYLENE VAPOR DIFFUSION DRIP EDGE RETARDER MR; NEW WINDOW HEADER-SEE STRUCTURAL FOR DETAILS R-19 BATT INSULATION NEW WINDOW HEADER-SEE STRUCTURAL FOR DETAILS Nr COPPER WINDOW FLASHING WITH WINDOW TRIM DETAIL TO MATCH EXISTING 2x FRAMED WALL 0 WINDOW TRIM DETAIL TO MATCH EXISTING DRIP EDGE 2' EXTERIOR SHEATHING !! SEALANT AROUND - (1) s' LAYER OF TYPE X GYPSUM BOARD SEALANT AROUND _� ENTIRE PERIMETER OF WINDOW GROUP BUILDING PAPER SEALED AT ALL JOINTS, EDGES AND PENETRATIONS ENTIRE PERIMETER OF WINDOW GROUP — WINDOW UNIT WINDOW UNIT NEW WOOD SIDING 1 - TO MATCH EXISTING. JAMB LINE BEYOND JAMB LINE BEYOND r7 . ... . N HEAD , SCREEN DETAIL P WALL DETAIL NEW EXT. WD SIDING WALL HEAD DETAIL SCREEN WALL A6,3 SCALE: 3" A6.3 SCALE: 3" = 1'4' A6.3 SCALE: 3" a 1'-0" CONTRACTOR TO - VERIFY BUILDING PAPER EXISTS CONTRACTOR TO VERIFY BUILDING PAPER EXISTS 2 EXTERIOR SHEATHING 6 MIL POLYETHYLENE VAPOR DIFFUSION EXISTING 2x SCREEN 2' EXTERIOR SHEATHING 6 MIL POLYETHYLENE VAPOR DIFFUSION NEW WOOD SIDING I - r WALL TO REMAIN NEW WOOD SIDING I - HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 10" EXPOSURE L: RETARDER V�'TYPE X GYPSUM BOARD. FASTEN HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 10" EXPOSURE RETARDER VW TYPE X GYPSUM BOARD. FASTEN 8 (SEMI-TRANSPARENT STAIN FINISH PER SAMPLE) PER WS6-1.5 DETAIL. 6 MIL POLYETHYLENE VAPOR DIFFUSION (SEMI- TRANS PARENT STAIN FINISH PER SAMPLE) PER WS6-1.5 DETAIL. ( 8" LAYER OF TYPE X (1) i' LAYER OF TYPE X GYPSUM BOARD RETARDER UNDER i TYPE X GYPSUM BOARD. FASTEN PER WS6-1.5 DETAIL. GYPSUM BOARD GRACE SELF-ADHERED K GRACE SELF-ADHERED NEW 2X6 EXTERIOR FRAME WALL WITH R-I 9 BATT INSULATION FLASHING NEW 2X6 EXTERIOR FRAME WALL WITH R -1 BATT INSULATION FLASHING EXISTING 2X SCREEN 2x WALL WITH BATT INSULATION EXISTING 2X SCREEN WALL TO REMAIN • u ��T 7777 T • 0 WALL TO REMAIN o� 2 EXTERIOR SHEATHING - -------- --------- 2 NEW Ix BLOCKING _ WINDOW TRIM DETAIL TO MATCH EXISTING ( 1) LAYER OF TYPE X GYPSUM BOARD 0 WINDOW TRIM DETAIL TO MATCH EXISTING z mi 0 0 BUILDING PAPER NEW WOOD SIDING I - 6 6 HORIZONTAL CLEAR RABBETTED 6 J� BEVEL SIDING WITH 10" EXPOSURE (SEMI-TRANSPARENT STAIN 2 �� 0 WINDOW UNIT FINISH PER SAMPLE) 2 WINDOW UNIT SEALANT AROUND SEALANT 2 4 4 SEALANT AROUND ENTIRE PERIMETER OF WINDOW GROUP '- JAMB LINE BEYOND 2 ENTIRE PERIMETER OF WINDOW GROUP SILL LINE BELOW I" ROUGH SAWN 77 RED CEDAR CORNER TRIM -FINISH TO MATCH SIDING 1 V2" JAMB DETAIL 0 SCREEN WALL DETAIL SIDING 1 CORNER 2 JAMB DETAIL SCREEN WALL A6.3 SCALE: 3" = 1 "-0" A6.3 SCALE: 3" = l'-Ot' A6.3 SCALE: 3" l'-O" NEW WOOD SIDING 1 - HORIZONTAL CLEAR RABBETTED BEVEL SIDING WITH 10" EXPOSURE (SEMI - TRANS PARENT STAIN FINISH PER SAMPLE) JAMB LINE BEYOND JAMB LINE BEYOND SEALANT AROUND EXISTING 2x SCREEN SEALANT AROUND ENTIRE PERIMETER WINDOW UNIT WALL TO REMAIN ENTIRE PERIMETER WINDOW UNIT OF WINDOW GROUP OF WINDOW GROUP NAILING FIN-TYP. WINDOW TRIM TO 6 MIL POLYETHYLENE VAPOR DIFFUSION NAILING FIN -TYP. WINDOW TRIM TO ISSUED FOR. DATE: MATCH EXISTING RETARDER UNDER i' TYPE X GYPSUM MATCH EXISTING SCHEMATIC DESIGN 7,26,06 BOARD. FASTEN PER WS6-1.5 DETAIL. EXISTING 2x SCREEN SCHEMATIC DESIGN R 12.06 WALL TO REMAIN } : • HOA REVIEW 10 206 � . 2x WALL WITH BATT INSULATION .4 PE C VARIANCE 10.16,06 PERMIT 3,09.2007 NEW WOOD SIDING I - HORIZONTAL CLEAR RABBETTED BEVEL 4"' EXTERIOR SHEATHING -- - ----- -- ------- - --------- 2 SIDING WITH 10" EXPOSURE V�'TYPE X GYPSUM BOARD. FASTEN PER WS6-1.5 DETAIL. (O' LAYER OF TYPE X NEW Ix BLOCKING �'TYPE X GYPSUM BOARD. FASTEN PER WS6-1.5 DETAIL. (SEMI - TRANS PARENT STAIN FINISH PER SAMPLE) GYPSUM BOARD EXISTING 2x SCREEN BUILDING PAPER 6 WALL TO REMAIN (1) 1 8" LAYER OF TYPE X NEW WOOD SIDING I - NEW WOOD SIDING I - HORIZONTAL CLEAR RABBETTED 6 GYPSUM BOARD NEW 2x6 EXTERIOR FRAME 2 HORIZONTAL CLEAR RABBETTED BEVEL NEW 2x6 EXTERIOR FRAME GRACE SELF-ADHERED WALL WITH R-1 9 BATT INSULATION BEVEL SIDING WITH 10 EXPOSURE " STAIN SIDING WITH 10" EXPOSURE WALL WITH R -1 BATT INSULATION FLASHING CONTRACTOR TO (SEMI-TRANSPARENT FINISH PER SAMPLE) SEALANT 4 2 2 4 EMI-TRANSPARENT STAIN FINISH PER SAMPLE) ( i' LAYER OF TYPE X SCALE: 3* V-0* DRAWN.' MDS 6 MIL POLYETHYLENE VERIFY BUILDING PAPER EXISTS GYPSUM BOARD 6 MIL POLYETHYLENE EXTERIOR SHEATHING 9 VAPOR DIFFUSION RETARDER 2 GRACE SELF-ADHERED FLASHING 9 1, VAPOR DIFFUSION RETARDER PROJECT 601 I" ROUGH SAWN CONTRACTOR TO SHEET TITLE: BUILDING DETAILS VERIFY BUILDING PAPER EXISTS RE CEDAR CORNER TRIM -FINISH TO MATCH SIDING I V � I 1"EXTERIOR SHEATHING S ILL DETAIL SCREEN WALL / DETAIL a SIDING I CORNER SILL DETAIL SCREEN WALL A63 SCALE: 3" =1'-0" A6.3 I SCALE: 3" = 1' -0" A63 SCALE. 3" = l'-Ot' karlAD D , V s u MAI - Ji CCC NIM'0 8 BUILDING PAPER tO V"EXTERIOR SHEATHING - 2" EXTERIOR SHEATHING 2X EXTERIOR FRAME WALL L BUILDING PAPER . BUILDING PAPER 7 EXTERIOR SHEATHING 6MIL POLYETHYLENE 6 MIL POLYETHYLENE NEW STUCCO FINISH VAPOR DIFFUSION RETARDER NEW STUCCO FINISH VAPOR DIFFUSION RETARDER ( LAYER OF TYPE X GYPSUM BOARD . . . . . .... 8 GYPSUM BOARD- �GYPSUM BOARD- 8 FINISH TO MATCH EXISTING FINISH TO MATCH EXISTING NEW WOOD SIDING I - 2x EXTERIOR FRAME COPPER WINDOW x EX 2 EXTERIOR FRAME TO MATCH EXISTING SIDING (SEMI- TRANS PARENT STAIN FINISH PER SAMPLE) WALL WITH BATT INSULATION FLASHING WITH WALL WITH BATT INSULATION 2 DRIP EDGE WINDOW HEADER-SEE COPPER FLASHING WITH DRIP EDGE STRUCTURAL FOR DETAILS > 2 4< 4 . ..... WINDOW TRIM DETAILS 6 6 2 TO MATCH EXISTING 6 I" ROUGH SAWN 72 ILLU ',777777 5 ,; 4 X6" ROUGH SAWN RED CEDAR WINDOW TRIM RED CEDAR WINDOW TRIM -FINISH TO MATCH SIDING I f � I I 77777 WINDOW UNIT JAMB TRIM BEYOND JAMB LINE BEYOND DETAIL 0 STUCCO CORNER HEAD DETAIL STUCCO WALL A6A SCALE: 3" V-0" V7F4_7 SCALE. 31# 1 I rl HEAD DETAIL DECK WALL 5y2" A6.4 SCALE: 3" = V-0" I ■T uj �T � T 2' EXTERIOR SHEATHING :` ' � 7 T . ' MIL POLYETHYLENE I 4'SLAB SANDSTONE SILL- BUILDING PAPER `�.•'� I t � � VAPOR DIFFUSION RETARDER SLOPED PER FOOT FOR 0) LAYER OF TYPE X POSITIVE DRAINAGE NEW STUCCO FINISH -- BOARD- 8 FINISH TO MATCH EXISTING GYPSUM BOARD 2x WALL WITH ERIOR FRAME 2x EXT WITH BATT INSULATION NEW STUCCO FINISH OVER EXISTING FOUNDATION WALLS-SUBCONTRACTOR EXISTING STUCCO FINISH OVER WALL BATT INSULATION EXTERIOR SHEATHING TO MAKE RECOMMENDATIONS ON IDEAL APPLICATION EXISTING FOUNDATION WALLS A WINDOW TRIM DETAILS TO MATCH EXISTING BUILDING PAPER 0 l EXISTING CONCRETE WALL *y ... ........... NEW WOOD SIDING 1 - TO MATCH EXISTING SIDING z V4 x6" ROUGH SAWN (SEMI- TRANS PARENT STAIN FINISH PER SAMPLE) 2 % RED CEDAR WINDOW TRIM 4 WINDOW UNIT SEALANT 2 4 SEALANT AROUND ENTIRE PERIMETER 1" ROUGH SAWN — I . . .... ... --- T OF WINDOW UNIT SILL LINE BEYOND RED CEDAR CORNER TRIM I � -FINISH TO MATCH SIDING 1 DETAIL STUCCO WALL r5 JAMB DETAIL STUCCO WALL SILL LINE BELOW A6.4 SCALE 3'" 1'-0"' A6.4 lk� SCALE, 3" V-0" r2"'%N JAMB DETAIL (cb, DECK WALL A6,4 SCALE: 3" V-0" z JAMB LINE BEYOND JAMB TRIM BEYOND 7 4" SLAB SANDSTONE SILL- 7 SLOPED -l" PER FOOT FOR 4 SEALANT AND BACKER AROUND ENTIRE PERIMETER OF WINDOW UNIT WINDOW UNIT 7% ISSUED FOR: DATE: POSITIVE DRAINAGE T NAILING FIN-TYP. WINDOW TRIM TO WOOD WALL CAP CLAD WITH /T ZA MATCH EXISTING CONTINUOUS COPPER SHEET METAL 3 SCHEMATIC DESIGN 7,26,06 2" " Y4 x6 ROUGH SAWN DRIP EDGE WITH 8 SCHEMATIC DESIGN 912 06 HCA REVIEW 10.2.06 DRYSTACK RANDOM RECTANGULAR 7Z � RED CEDAR WINDOW TRIM � '•, SEALANT AT COPPER TO SIDING JOINT • •• PEC VARIANCE 10.16,06 ____ _ _ _. PERMIT 3.09,2007 STONE VENEER DECK GUARDRAIL WALL EXISTING STUCCO FINISH OVER BUILDING PAPER EXISTING FOUNDATION WALLS 2x EXTERIOR FRAME WALL WITH BATT INSULATION Y2" SHEATHING EXISTING CONCRETE WALL A .: - 2" EXTERIOR SHEATHING BUILDING PAPER T - ' BOARD- 8 .,. FINISH TO MATCH EXISTING NEW WOOD SIDING I - T I ;.: T' BUILDING PAPER - - -- 6 MIL POLYETHYLENE TO MATCH EXISTING SIDING (SEMI-TRANSPARENT STAIN FINISH PER SAMPLE) SCALE, 3' =1' DRAWN: Mos VAPOR DIFFUSION NEW STUCCO FINISH :t RETARDER ( i' LAYER OF TYPE X PROJECTA 601 2 11 . GYPSUM BOARD SHEET TITLE. BUILDING DETAIL,5 DETAIL STONE WALL SCALE: 3" V-0" 6 SILL DETAIL STUCCO WALL DETAIL DECK WALL A6.4 / SCALE. 3" 1'-0" A6.4 SCALE: 3" = 1'-0" 84 SCALE: 3" = l'-O" EXISTING CONCRETE WALL SCALE: 3" = V CLASS B CEDAR SHAKE ROOF WATERPROOF MEMBRANE COPPER SAVE FLASHING WITH DRIP EDGE COPPER FLASHING WITH DRIP EDGE 2x BLOCKING 2x6 FASCIA TRIM 2x BLOCKING NEW WOOD SIDING 1 - TO MATCH EXISTING SIDING (SEMI-TRANSPARENT STAIN FINISH PER BUILDING PAPER X" EXTERIOR SHEATHING ,2 2X4 EXTERIOR FRAME WALL ( 1 LAYER OF TYPE X GYPSUM BOARD 1" ROUGH SAWN RED CEDAR TRIM JAMB TRIM BEYOND I SCALE. 3" = V CEDAR SHAKE ROOF FINISH WATERPROOF MEMBRANE 3 4 " PLYWOOD ROOF SHEATHING COPPER EAVE FLASHING WITH DRIP EDGE �- EXTERIOR SHEATHING G YPSUM BOARD - �'LAYER OF TYPE X lx T & G SOFFIT DECKING ON RADIUSED FRAMING w �2 ■ ■ NEW STONE VENEER ISSUED FOR: DATE. SCHEMATIC DESIGN 7.26,06 SCHEMATIC DESIGN 9.12.06 - ----------- -- - -- - ------- HOA REVIEW 10.2.06 PEC VARIANCE 10116.06 PERMIT 3.09,2007 SCALE. 3 "= l'-O' DRAWN. MDS I PROJECT #: 601 SHEET TITLE, BUILDING DETAILS 11 A No� 2 u o 7 aii ROOF EAVE illillial DES CRITERIA: Tvroeon Gorooe Entrv Job A0702-22 a. Ne o ' " �� ^ , ' co Roof Live Load (Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 paf Roof Dead Load ----------------------------------- 15psf Wind (3 Second Gust) -------------------------------- 90 mph /Exp. 61 Seismic Design Category ------------------------------- B |BC/IRCEditkm ------------------------------------ 2003 Per IBC 1614.3. the alterations to the structure of the entry roof do not increase the seismic force in or doorooao the design strength of any existing resisting structural element in the building by more than 5%. ' FRAMING- 0. Except where noted otherwise all 2" nominal lumber aho|| be Douglas Fir-Lorch #2 and better. b. Built-up posts ohoU consist of Douglas Fir-Larch or Horn Fir #2 or better 2x6 studs per plan and ohoU be nailed together with 2 rows of 16d nails @ O~ on center along each stud. C. Except as noted otherwise, rnininnurn nailing ohoU be provided as specified in 2003 IBC Table 2304.9.1. d. Laminated veneer lumber (yN) ohoU have the following nn|nirnurn properties: 1. Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi 2. Modulus of elasticity --------------------------------- 1,900 psi 3. Tension pomUe| to grain ------------------------------ 1850 poi 4. Compression parallel to grain --------------------------- 2310 poi 5' Compression perpendicular to groin (parallel to glue line) --------- 750 psi 6. Horizontal shear ----------------------------------- 285 psi 7. Connection of multiple-member beams: For rnombore 12" deep or |oaa nail each nnornber to the next with 2 rows of 16d nails at 12" o.c. e. All lumber used in construction ohoU have o rnoxirnuno moisture content of 19%. t Framing Notes: . 1. Roof Construction: A. Provide ~'~ thick ^ '^ ^` rr '~`- sheathing ~^, '~^~~ .-/2``'^~ 1. Install ^^ sheathing ^ with long dimension perpendicular to rafters or trusses and end 'into staggered. Nail with 8d noUa spaced at G" along panel edges and at 12" along intermediate supports. B. Plywood sheathing ahoU be applied continuously over the primary roof members (rafters or trusses) below owarfrornmd areas to provide adequate |otaro| stability. C. Provide wind/seismic anchors at supports for all roof - o|ato and trussed rafters. Sae nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking rnotoriu| ahoU nnotoh rafter, truss chord, or lookout rnoteMo|. STRUCTURAL STEEL: o. Structural steel rolled shapes, including plates and angles shall be AGTW A36 b. All bolts used in steel framing ahcK| conform to ASTM Specification A325` Anchor bolts and bolts used in timber connections may be ASTW A507. Bolt sizes aho|| be 3/4" diameter unless noted otherwise. ` c. All welding ohoU be done by an AYYS qualified welder. GENERAL REQUIREMENTS: o. 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, ehoU provlde shoring and bracing as may be required during construction to achieve the final completed structure. Contact atruoturol engineer for consultation /not in contract) as required. . b. Existing structures: Contractor oboU 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 ahoU be the responsibility of the contractor. u. Dimensions: Check all d|rnenn|nno against architectural drawings prior to construction. Do not aoo|o drawings. d. Construction practices: General contractor is responsible for rneone, rnethoda, techniques, sequences and procedures for construction of this project. Notify structural engineer of Vno|muione or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Jubaito safety is the ao|o responsibility of the contractor. All methods used for construction oho|| be in accordance with the latest editions of the |BC C. o. Details not specifically shown no the drawings ohoU be constructed in o manner airni|or to the doto|/o that are shown for like conditions. These itanno aho|| be brought to the attention of the structural engineer as soon as pmoaib|o for approval. Approval aho|| be obtained prior to installation. f. It is the responsibility of the contractor to contact the structural engineer at the pMota time to perform site observation visits. Observation Wa|to to the jobaite by the engineer are for determination of general conformance with the construction documents and ohoU not be construed on inspection. g. Though every effort is nnoda to provide o uonnp{oto and u!oor set of construction docunnnnto, discrepancies or onn7se|ona may occur. Release of these drawings anticipates cooperation d continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of o qualified contractor experienced in the construction techniques and systems depicted. |F | .� '| |, N,s ` | | ' | | ' � � | � . � [ UJ > 00 _ � = m � , 0 uo (E) -W 21 x / 3 ____ U, . � � (]0� U � '`/ | Z -a � 00)0') u°r t-./4^4^v-4 m/ � u ~ �| o ~n n (l)-3/4 THRU-BOLT ~ U � C\1 r- � 00 UJ . ' Cn � :(E)-16" ��s WER R|D�E UNE [ m n ` ' � � m��n� BEYOND -- ` CO m � � _ _____________ _ ] [ 0 '- � Z [ D 0 Q Co � r~ � -4 00 0 ) 0 ) /E\ WALL FRAMING FROM /N\ ] "�� D REMOVE `�/ ..'.�� . .`'....,~ . .`~.. ',/ +' �� 0) 0) ROOF LINE UP TO BDl OF (�\ BM. AND W�� V M o FILL BACK IN W/ 2xO STUDS ' 1O" �/ ! | , / ~ ~ ''/ C5 _ r- 10 X | | 1/2" PLYWD OR O3B SHEATHING 0 ��.||* ' `� a U_ --- ~ - ~ -- 'L4x4x3/l6 HANGER @ 4'-0 O.C. HQ | /0 TOTAL) /N\-2x12 RAFTERS @ 15" CONT. 2x2 STRUCTURAL SUB- (3)-10d NAILS INTO EA. RAFTER 2x12 RAFTERS @ 10" 3\-1 9 1/2 LVLs CONT. 2x12 SLOPING LEDGER W/ RU-BOLTS @EA. L4x4 HANGER p==� X ^=�| C` BEAR (N) POSTS ON (E) CONCRETE FOUNDATION (VERIFY (E) GRADE BEAM OR FOUNDATION WALL BELOW GARAGE LINE OF FLOOR �CONT 2x12 STRUCTURAL OVERHANG ABOVE SUB-FASCIA NEW GARAGE. ENTRY ROOF FRAMING c�(�/\| ��' 1 /�1" �� 1`--[\'' SCALE: . ' . . ~ NO 7/8 LVLo ' � PLAN NOTES FOR NEW FRAMING: 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: [1 NON-CONTINUOUS POSTS OR CRIPPLE POSTS ARE INDICATED: C� 2. ALL COLUMNS ARE LABELED AT THE TOP. 3. ROOF SHEATHING |3 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 4. " /\ " INDICATES CONNECTION TYPE - SEE SCHEDULE. 5. FIELD VERIFY ALL EXISTING CONSTRUCTION. 8. (E) REFERS TO EXISTING CONSTRUCTION (-- --- — -- -- )` /N\ REFERS TO NEW � CONNECTION SCHEDULE SIMPSON H5 TY CONT. 2x2 STRUCTURAL SUB- (3)-10d NAILS INTO EA. RAFTER 2x12 RAFTERS @ 10" 3\-1 9 1/2 LVLs CONT. 2x12 SLOPING LEDGER W/ RU-BOLTS @EA. L4x4 HANGER p==� X ^=�| C` BEAR (N) POSTS ON (E) CONCRETE FOUNDATION (VERIFY (E) GRADE BEAM OR FOUNDATION WALL BELOW GARAGE LINE OF FLOOR �CONT 2x12 STRUCTURAL OVERHANG ABOVE SUB-FASCIA NEW GARAGE. ENTRY ROOF FRAMING c�(�/\| ��' 1 /�1" �� 1`--[\'' SCALE: . ' . . ~ NO 7/8 LVLo ' � PLAN NOTES FOR NEW FRAMING: 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: [1 NON-CONTINUOUS POSTS OR CRIPPLE POSTS ARE INDICATED: C� 2. ALL COLUMNS ARE LABELED AT THE TOP. 3. ROOF SHEATHING |3 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 4. " /\ " INDICATES CONNECTION TYPE - SEE SCHEDULE. 5. FIELD VERIFY ALL EXISTING CONSTRUCTION. 8. (E) REFERS TO EXISTING CONSTRUCTION (-- --- — -- -- )` /N\ REFERS TO NEW � TY LLI 11 7 VL