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HomeMy WebLinkAboutB14-0096 Plans CR - planningLIST OF ABBREVIATIONS ADV ABOVE NAT NATURAL AFF ABOVE FINISHED FLOOR N N015E REDUCTION AP ACCE55 PANEL NOM NOMINAL ADD ADDENDUM NIC NOT IN CONTRACT ADJ ADJACENT NT5 NOT TO SCALE ALT ALTERNATE OPG OPENING ARCH ARCHITECT (URAL) OFF' OPPOSITE 55MT 5A5EMENT OH OVERHEAD DRG 13EAKING PK PAIR 13VL BEVELED PKG PARKING DLK DLOCK PVMT PAVEMENT 13LKG 13LOCKING PT FRE55URE TREATED OR POINT DOT DOTTOM P5F POUNDS PER SQUARE FT DLDG DUILDING P51 POUNDS PER SQUARE IN COL COLUMN PL PROPERTY LINE GONG CONCRETE KEFR REFERENCE CON5T CONSTRUCTION KEINF REINFORCE (D), (ING) CONT CONTINUOUS KEQD REQUIRED CJT CONTROL JOINT REV REVISION (D), (ING) DTL DETAIL R R15ER DIM DIMENSION RD ROOF DRAIN DR DOOR KFG ROOFING DWG DRAWING RM ROOM ELEC ELECTRIC (AL) KO ROUGH OPENING EQ EQUAL R5 ROUGH SAWN EXG EXISTING 5 SEALANT (EXTERIOR) EXT EXTERIOR 5HTG SHEATHING FOG FACE OF CONCRETE 5M SHEET METAL FOF FACE OF FINISH 5IM SIMILAR FIN FIN15H (ED) SPEC 5PECIFICATON (5) FFE FINISHED FLOOR ELEV 5Q SQUARE FLG FLASHING 5TD 5TANDAKD FTG FOOTING 5T 5TAIN FDN FOUNDATION 5TL STEEL F50 FURNISHED 5Y OTHERS 5E) STORM DRAIN FPHD FREEZE PROOF H05E BIB 5TKUC STRUCTURAL FUK FURRED (ING) TEL TELEPHONE GA GAGE, GAUGE THK THRESHOLD GV GALVANIZED T &G TONGUE AND GROOVE GG GENERAL CONTRACT (OR) T05 TOP OF 5LA5 GYP DD GYPSUM DOARD T5L TOP OF STEEL HD H05E DID TOW TOP OF WALL HT HEIGHT T TREAD HORIZ HORIZONTAL TYP TYPICAL INCL INCLUDE (D), (ING) UNO UNLE55 NOTED OTHERWISE ID INSIDE DIAMETER VD VAPOR 13ARKIEK 113 INSTALLED DY CONTRACTOR VIF VERIFY IN FIELD 150 INSTALLED DY OWNER VERT VERTICAL INS INSULATE (D), (ION) WP WATER PROOFING INT INTERIOR WWF WELDED WIRE FADKIC L LENGTH W WIDTH, WIDE MAT MATERIAL WO WITHOUT MAX MAXIMUM WD WOOD MECH MECHANIC (AL) MET METAL M METER (5) MM MILLIMETER (5) MIN MINIMUM M15C MISCELLANEOUS GENERAL NOTES MATERIAL SYMBOLS EARTH GRAVEL STONE STRUCTURAL CONCRETE FIN15H WOOD 7S5l PROPERTY LINE 1 SECTION REFERENCE A4.2 1 DETAIL CALLOUT A4.2 9A WINDOW TAG - REFER TO WINDOW 5CHEDULE A = SIDE A, 5 = SIDE 5 HALL - ROOM NAME A101 WD FLR RM NO FLOOR MAT 1. DO NOT SCALE DRAWINGS 1. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS ON THE J05 SITE PRIOR TO DEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR 1)15CKEPANCIE5 IN THE DOCUMENTS IMMEDIATELY. 2. THE CONTRACTOR SHALL DE RE5PON515LE FOR 5AT15FYING ALL RELEVANT CODES AND ODTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT 15 GOVERNED DY THE INTERNATIONAL RESIDENTIAL CODE, 2012 EDITION, WHERE RELEVANT. CODE COMPLIANCE 15 MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES. 3. ALL WORK SHALL FIT WITHIN THE PROPERTY LINES AND 5ET13ACK5 AS REQUIRED DY THE AUTHORITIES HAVING JURISDICTION. 4. IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH 51,113CONTRACTOK PROVIDE ALL LA50R, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC TO 013TAIN A COMPLETE JO5 WITHIN THE RECOGNIZED 5TANDARD5 OF THE INDUSTRY. 5. PLAN DIMENSIONS AKE TO FACE OF 5TUD OR FACE OF CONCRETE, UNLE55 OTHEKW15E NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR 13EAM5 UNLE55 OTHERW15E NOTED. 6. PROVIDE ALL NECE55ARY 5LOCKING IN 5TUD WALLS AND CEILINGS. LOCATIONS INCLUDE 13UT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCE550KIE5, CABINETRY, COUNTERTOPS, 5HELVE5 AND CL05ET RODS. 7. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH ARCHITECT. 8. THE CONTRACTOR SHALL FIELD COORDINATE AND 013TAIN APPROVAL FROM THE ARCHITECT AND ENGINEER 13EFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CA5T -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER 5TKUCTUKAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE DUILDING. 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE DUILDING FOOTPRINT PRIOR TO DEGINNING ANY SITE WORK. 10. WINDOWS AND PATIO DOOK5; SIZES ARE SHOWN ON EXTERIOR ELEVATIONS AND SHALL MEET 2012 IECC REQUIREMENTS FOR ENERGY EFFICIENCY, AS ADOPTED 5Y THE TOWN OF VAIL (U.30 OR SETTER, TYPICALLY), AND WINDOWS SHALL MEET EGRE55 REQUIREMENTS AND TEMPERED GLAZING REQUIREMENTS AS SHOWN ON DRAWINGS. CONTRACTORS CH05EN WINDOW REP SHALL COORDINATE WINDOW ROUGH OPENINGS AND WINDOW SCHEDULE WITH ARCHITECT PRIOR TO ORDERING. ALL WINDOWS MUST 13E INSTALLED IN ACCORDANCE WITH MANUFACTUKEK'5 REQUIREMENTS. TYPICALLY WINDOWS ARE DIMENSIONED TO CENTERLINE - CONTRACTOR SHALL COORDINATE ROUGH OPENING 51ZE WITH WINDOW MANUFACTURER /WINDOW SCHEDULE PRIOR TO FRAMING. 11, INTERIOR DOOK5 ARE LABELED FOR 51ZE ON FLOOR PLANS AND SHALL TYPICALLY 13E CENTERED WITHIN THEIR RESPECTIVE 5PACE5 OR OFFSET FROM THE WALL 6" IF NOT DIMENSIONED. 12, DIMEN5ION5 ARE TYPICALLY TO FACE OF CONCRETE AND FACE OF 5TUD. TYPICAL WOOD STUDS ARE AS FOLLOWS 12.1. EXTERIOR WALLS - 2X6 12.2. INTERIOR FLUM13ING WALLS, OR WALLS CONTAINING POCKET DOORS - 2X6 12.3. INTERIOR NON -LOAD SEARING WALLS, CL05ET WALLS, ETC - 2X4 0 Y� • VAIL Ae - lop r " J1 ds aft D C o �J _. ,r AREA MAP - VAIL, COLORADO NOT TO SCALE (T) ENLARGED PARCEL MAP - PROJECT LOCATION 5nowberry Drive - NOT TO SCALE (t 13. TO COMPLY WITH IECC 2012, THE FOLLOWING ITEMS MUST DE ADDRE55ED: 13.1. ALL AIR BARRIER AND THERMAL BARRIER (INSULATION, INCLUDING CEILING, WALL, AND 13A5EMENT) COMPONENTS MUST DE INSTALLED PER MANUFACTUKEK'5 KEQUIKEMENT5. 13.2. RECE55ED LIGHTING IN THE THERMAL ENVELOPE MUST 5E 5EALED AT HOUSING /INTERIOR FIN15H AND DE LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75 PA. 13.3. AUTOMATIC OK GRAVITY DAMPERS MUST 5E INSTALLED AT ALL OUTDOOR AIR INTAKES AND EXHAUSTS. 13.4. A DLOWEK DOOR TEST MUST INDICATE OVERALL AIR LEAKAGE OF 3 ACH @ 50 PA OR 5ETTEK. 13.5. EXTERIOR RIGID INSULATION MUST HAVE A PROTECTIVE COVERING. 13.6. 75% OF ALL PERMANENT LIGHTING MUST DE HIGH - EFFICACY 13.7. FUEL GAS LIGHTING 5Y5TEM5 SHALL HAVE NO CONTINUOUS PILOT LIGHT. 13.8. CIRCULATING 5EKVICE HOT WATER SYSTEMS MUST HAVE AUTOMATIC OR ACCE5515LE MANUAL CONTROLS. 13.9. ALL MECHANICAL VENTILATION FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MUST MEET EFFICACY AND AIK FLOW LIMITS. 13.10. HEATING AND COOLING EQUIPMENT SHALL DE 51ZED PER ACCA MANUALS DA5ED ON LOADS CALCULATED PEK ACCA MANUAL J OR OTHER METHODS APPROVED DY THE CODE OFFICIAL. 13.11. 5NOW AND ICE MELTING 5Y5TEM5 SHALL HAVE CONTROLS INSTALLED. 13.12. EXPOSED HYDKONIC HEATING TUBING SHALL DE INSULATED TO R -3 OR 5ETTEK 13.13. DOMESTIC HOT WATER PIPES SHALL DE IN5ULATED TO K -3 OR 5ETTEK. SNOWBERRY DUPLEX 2744 AND 2754 SNOWBERRY LANE, VAIL CO 81657 PROJECT INFORMATION PROJECT LOCATION LEGAL SUMMARY: VAIL INTERMOUNTAIN DEV SUB Block 9, Lot 15 ADDRESS: 2744 and 2754 Snowberry Drive, VAIL CO 81657. PARCEL NUMBER 2103- 143 -01 -045 OWNER: Snowberry, LLC 141 E. Meadow Drive, Vail CO 81657 ELEVATION AT SITE: 81 12' ABOVE SEA LEVEL (Upper Floor Level)) IECC CLIMATE ZONE 6 PROJECT DESCRIPTION: New wood - framed duplex residence. 1 -hour fire separation between dwelling units. CODE INFORMATION REFERENCED STANDARDS 2012 INTERNATIONAL RESIDENTIAL CODE 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2011 NATIONAL ELECTRIC CODE Ordinance 12, series 2012 of the Vail Town Code IECC COMPONENT CRITERIA: Component Insulation Regiuirement Windows U -.30 or better Wood- Framed Walls R20 +5 (exterior) min. (NOTE: Town of Vail does not require exterior insulation) Ceiling R -49 Mass Walls R15/20 Basement Walls R15/19 Concrete Slab R10, R -5 at edges of heated slabs Air infiltration: 3 ACN(n) max. verify w/ blower door test LIGHTING 75% of lighting must be High- Efficacy lighting See general notes for additional information and requirements PROJECT DIRECTORY OWNER Snowberry, LLC 141 E. Meadow Drive Vail CO 81657 -4957 Contact: Mike Dantas (970) 376 -5444 ARCHITECT Intention Architecture 53 Red Barn Street Edwards, CO 81632 contact: Seth Bossung, Principal (970) 390 -0013 seth@intentionarchitecture.com STRUCTURAL ENGINEERING KRM Consultants, INC PO Box 4572, Vail CO 81657 contact: Tim Hennum (970) 949 -9391 tim@krmconsultants.com SLOPESIDE CONSTRUCTION 2121 N Frontage Rd W #206 Vail, CO 81657 -4957 DRAWING INDEX A0.1 COVER SHEET SITE SURVEY A1.1 SITE PLAN A1.2 LANDSCAPE PLAN A2.0 GRFA CALCULATIONS A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A2.3 THIRD FLOOR PLAN A2.4 FOURTH FLOOR PLAN A2.5 ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A3.4 ELEVATIONS A3.5 WINDOW SCHEDULE A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.4 BUILDING SECTIONS A4.5 BUILDING SECTIONS A5.1 DETAILS A5.2 DETAILS A5.3 DETAILS EM2.1 ELECTRICAL + MECHANICAL PLANS SURVEYOR Peak Land Consultants, Inc. 1000 Lion's Ridge Loop, Suite 1 D Vail, CO 81657 (970) 476 -8644 S1 STRUCTURAL GENERAL NOTES S2 FOUNDATION PLAN S3 LOWER FRAMING PLAN S4 MAIN FLOOR FRAMING PLAN S5 UPPER FLOOR FRAMING PLAN S6 ROOF FRAMING PLAN S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 BRACE FRAME DETAILS S10 PARTY WALL ELEVATION Z DLOGKING M E WOOD -ROUGH DEXISTING CONSTRUCTION O 13ATT INSULATION 5 O t 0, RIGID INSULATION CD progress set - 90% V O �} ELEV. 1.00'-0" 04-08 -2014 T ELEVATION LINE PROPERTY LINE 1 SECTION REFERENCE A4.2 1 DETAIL CALLOUT A4.2 9A WINDOW TAG - REFER TO WINDOW 5CHEDULE A = SIDE A, 5 = SIDE 5 HALL - ROOM NAME A101 WD FLR RM NO FLOOR MAT 1. DO NOT SCALE DRAWINGS 1. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS ON THE J05 SITE PRIOR TO DEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR 1)15CKEPANCIE5 IN THE DOCUMENTS IMMEDIATELY. 2. THE CONTRACTOR SHALL DE RE5PON515LE FOR 5AT15FYING ALL RELEVANT CODES AND ODTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT 15 GOVERNED DY THE INTERNATIONAL RESIDENTIAL CODE, 2012 EDITION, WHERE RELEVANT. CODE COMPLIANCE 15 MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES. 3. ALL WORK SHALL FIT WITHIN THE PROPERTY LINES AND 5ET13ACK5 AS REQUIRED DY THE AUTHORITIES HAVING JURISDICTION. 4. IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH 51,113CONTRACTOK PROVIDE ALL LA50R, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC TO 013TAIN A COMPLETE JO5 WITHIN THE RECOGNIZED 5TANDARD5 OF THE INDUSTRY. 5. PLAN DIMENSIONS AKE TO FACE OF 5TUD OR FACE OF CONCRETE, UNLE55 OTHEKW15E NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR 13EAM5 UNLE55 OTHERW15E NOTED. 6. PROVIDE ALL NECE55ARY 5LOCKING IN 5TUD WALLS AND CEILINGS. LOCATIONS INCLUDE 13UT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCE550KIE5, CABINETRY, COUNTERTOPS, 5HELVE5 AND CL05ET RODS. 7. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH ARCHITECT. 8. THE CONTRACTOR SHALL FIELD COORDINATE AND 013TAIN APPROVAL FROM THE ARCHITECT AND ENGINEER 13EFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CA5T -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER 5TKUCTUKAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE DUILDING. 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE DUILDING FOOTPRINT PRIOR TO DEGINNING ANY SITE WORK. 10. WINDOWS AND PATIO DOOK5; SIZES ARE SHOWN ON EXTERIOR ELEVATIONS AND SHALL MEET 2012 IECC REQUIREMENTS FOR ENERGY EFFICIENCY, AS ADOPTED 5Y THE TOWN OF VAIL (U.30 OR SETTER, TYPICALLY), AND WINDOWS SHALL MEET EGRE55 REQUIREMENTS AND TEMPERED GLAZING REQUIREMENTS AS SHOWN ON DRAWINGS. CONTRACTORS CH05EN WINDOW REP SHALL COORDINATE WINDOW ROUGH OPENINGS AND WINDOW SCHEDULE WITH ARCHITECT PRIOR TO ORDERING. ALL WINDOWS MUST 13E INSTALLED IN ACCORDANCE WITH MANUFACTUKEK'5 REQUIREMENTS. TYPICALLY WINDOWS ARE DIMENSIONED TO CENTERLINE - CONTRACTOR SHALL COORDINATE ROUGH OPENING 51ZE WITH WINDOW MANUFACTURER /WINDOW SCHEDULE PRIOR TO FRAMING. 11, INTERIOR DOOK5 ARE LABELED FOR 51ZE ON FLOOR PLANS AND SHALL TYPICALLY 13E CENTERED WITHIN THEIR RESPECTIVE 5PACE5 OR OFFSET FROM THE WALL 6" IF NOT DIMENSIONED. 12, DIMEN5ION5 ARE TYPICALLY TO FACE OF CONCRETE AND FACE OF 5TUD. TYPICAL WOOD STUDS ARE AS FOLLOWS 12.1. EXTERIOR WALLS - 2X6 12.2. INTERIOR FLUM13ING WALLS, OR WALLS CONTAINING POCKET DOORS - 2X6 12.3. INTERIOR NON -LOAD SEARING WALLS, CL05ET WALLS, ETC - 2X4 0 Y� • VAIL Ae - lop r " J1 ds aft D C o �J _. ,r AREA MAP - VAIL, COLORADO NOT TO SCALE (T) ENLARGED PARCEL MAP - PROJECT LOCATION 5nowberry Drive - NOT TO SCALE (t 13. TO COMPLY WITH IECC 2012, THE FOLLOWING ITEMS MUST DE ADDRE55ED: 13.1. ALL AIR BARRIER AND THERMAL BARRIER (INSULATION, INCLUDING CEILING, WALL, AND 13A5EMENT) COMPONENTS MUST DE INSTALLED PER MANUFACTUKEK'5 KEQUIKEMENT5. 13.2. RECE55ED LIGHTING IN THE THERMAL ENVELOPE MUST 5E 5EALED AT HOUSING /INTERIOR FIN15H AND DE LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75 PA. 13.3. AUTOMATIC OK GRAVITY DAMPERS MUST 5E INSTALLED AT ALL OUTDOOR AIR INTAKES AND EXHAUSTS. 13.4. A DLOWEK DOOR TEST MUST INDICATE OVERALL AIR LEAKAGE OF 3 ACH @ 50 PA OR 5ETTEK. 13.5. EXTERIOR RIGID INSULATION MUST HAVE A PROTECTIVE COVERING. 13.6. 75% OF ALL PERMANENT LIGHTING MUST DE HIGH - EFFICACY 13.7. FUEL GAS LIGHTING 5Y5TEM5 SHALL HAVE NO CONTINUOUS PILOT LIGHT. 13.8. CIRCULATING 5EKVICE HOT WATER SYSTEMS MUST HAVE AUTOMATIC OR ACCE5515LE MANUAL CONTROLS. 13.9. ALL MECHANICAL VENTILATION FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MUST MEET EFFICACY AND AIK FLOW LIMITS. 13.10. HEATING AND COOLING EQUIPMENT SHALL DE 51ZED PER ACCA MANUALS DA5ED ON LOADS CALCULATED PEK ACCA MANUAL J OR OTHER METHODS APPROVED DY THE CODE OFFICIAL. 13.11. 5NOW AND ICE MELTING 5Y5TEM5 SHALL HAVE CONTROLS INSTALLED. 13.12. EXPOSED HYDKONIC HEATING TUBING SHALL DE INSULATED TO R -3 OR 5ETTEK 13.13. DOMESTIC HOT WATER PIPES SHALL DE IN5ULATED TO K -3 OR 5ETTEK. SNOWBERRY DUPLEX 2744 AND 2754 SNOWBERRY LANE, VAIL CO 81657 PROJECT INFORMATION PROJECT LOCATION LEGAL SUMMARY: VAIL INTERMOUNTAIN DEV SUB Block 9, Lot 15 ADDRESS: 2744 and 2754 Snowberry Drive, VAIL CO 81657. PARCEL NUMBER 2103- 143 -01 -045 OWNER: Snowberry, LLC 141 E. Meadow Drive, Vail CO 81657 ELEVATION AT SITE: 81 12' ABOVE SEA LEVEL (Upper Floor Level)) IECC CLIMATE ZONE 6 PROJECT DESCRIPTION: New wood - framed duplex residence. 1 -hour fire separation between dwelling units. CODE INFORMATION REFERENCED STANDARDS 2012 INTERNATIONAL RESIDENTIAL CODE 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2011 NATIONAL ELECTRIC CODE Ordinance 12, series 2012 of the Vail Town Code IECC COMPONENT CRITERIA: Component Insulation Regiuirement Windows U -.30 or better Wood- Framed Walls R20 +5 (exterior) min. (NOTE: Town of Vail does not require exterior insulation) Ceiling R -49 Mass Walls R15/20 Basement Walls R15/19 Concrete Slab R10, R -5 at edges of heated slabs Air infiltration: 3 ACN(n) max. verify w/ blower door test LIGHTING 75% of lighting must be High- Efficacy lighting See general notes for additional information and requirements PROJECT DIRECTORY OWNER Snowberry, LLC 141 E. Meadow Drive Vail CO 81657 -4957 Contact: Mike Dantas (970) 376 -5444 ARCHITECT Intention Architecture 53 Red Barn Street Edwards, CO 81632 contact: Seth Bossung, Principal (970) 390 -0013 seth@intentionarchitecture.com STRUCTURAL ENGINEERING KRM Consultants, INC PO Box 4572, Vail CO 81657 contact: Tim Hennum (970) 949 -9391 tim@krmconsultants.com SLOPESIDE CONSTRUCTION 2121 N Frontage Rd W #206 Vail, CO 81657 -4957 DRAWING INDEX A0.1 COVER SHEET SITE SURVEY A1.1 SITE PLAN A1.2 LANDSCAPE PLAN A2.0 GRFA CALCULATIONS A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A2.3 THIRD FLOOR PLAN A2.4 FOURTH FLOOR PLAN A2.5 ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A3.4 ELEVATIONS A3.5 WINDOW SCHEDULE A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.4 BUILDING SECTIONS A4.5 BUILDING SECTIONS A5.1 DETAILS A5.2 DETAILS A5.3 DETAILS EM2.1 ELECTRICAL + MECHANICAL PLANS SURVEYOR Peak Land Consultants, Inc. 1000 Lion's Ridge Loop, Suite 1 D Vail, CO 81657 (970) 476 -8644 S1 STRUCTURAL GENERAL NOTES S2 FOUNDATION PLAN S3 LOWER FRAMING PLAN S4 MAIN FLOOR FRAMING PLAN S5 UPPER FLOOR FRAMING PLAN S6 ROOF FRAMING PLAN S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 BRACE FRAME DETAILS S10 PARTY WALL ELEVATION Z LU M E 01 -02 -2014 TON DESIGN REVIEW �o � V O 02 -14 -2014 5 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D Z LU = t- U PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIGhT 4 INTENTIONA -T-UR Z y CV M E M o o t -6 V V 'To M L0 r / �L SIGNED 04/08/2014 X LU J 0 W m 3 0 z L0 00 OU J � N J � m a J w Z � 0 Z r- ::) 0 011 Lo LU N �06 Z J CV ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIGhT 4 INTENTIONA -T-UR TITLE SHEET A0.1 GENERAL NOTES 1. DATE OF TOPOGRAPHY: OCTOBER 18, 2007. ADDITIONAL TOPOGRAPHY SEPTEMBER \ 14, 2012. 2. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82' (NAVD 88). 3. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS —OF —WAY OF aprnRn RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED STEWART TITLE GUARANTY COMPANY, ORDER No. 7039072, DATED AUGUS- AT 8:00 a.m. 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER Yl DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON A DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM TF OF CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE L) THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE CORRECT TO THE BEST OF MY KNOWLEDGE. / ..O//Iw1 ST• 1�0�• •�N1 • B �cc F�� � • 2759 •ps /17/2014 ,� 0 DATE:------ - - - - -- --------- - - - - -- BRENT BIGGS S' •S��♦� COLORADO P.L.S. No. 2 /1/ • • •Q FOR & ON BEHALF OF PE , JLT/ ADDITIONAL TOPC SEPTEMBER 1 CURVE CURVE DELTA RADIUS LEI` Cl 36 °56'30" 125.00' 8C PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 „ L.S. No 5933 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 PROPOSED GRADE MEETS 16.347 8104' -0" _ -E-Xt5TING-0�DE AT— MO' -0" 8102' -0.. — _ -- ���►- - -� / Q 0 \ 8100' -0.. — - - -- g� 8098' -o.. 8096' o.. 13.94% --- / 8094' -0.. 8092'-0'' _ D.A5HE2LINE.INDJCATE5 EX15TING GRADE @ CENTERLINE -- F��E P 8090' -011 �0 0 - / 8o88' -o.. — _ 5OLI9+1-NE-IN-DIGAT 5 Q i 8o86' -o" PROPD_5_ED .GRADE -9 -CE NTERI INE. 14.87 EXISTING GRADE THI5 5EGTION; 19.40 % MAXIMUM GRADE (EXG) o �p 8o84' -0.. _ _ �— _ / O�c 9� / / / 8o82' -o.. -.�'. 18 % (� o p 01 J ok 8080' -oll ��. / C90 V/ �\ 80]8' -o.. _ — �� , RPO� / / / 8076' o.. 1:9 q00�2 PR �� 8074' -0" — - - 5EWER MANHOLE MH020 tia °1 °k o 8072' -0" RIM ELEVATION =8085.7 6 EXISTING CUL -DE -SAC 8071' -0.. 2 PROFILE A A AT ROAD CENTERLINE INVERT ELEVATION (5W)= 8074.6 / �/ 1 " = 10' -0" PAVING TO CONTINUE 20 E c4 X, / / PROJECT INFORMATION - 51TE INFORMATION SITE PLAN GENERAL NOTES PAST DRIVEWAY (TU AROUND) �� 4N EK WALL ADDRESS: 2744 and 2754 5NOW13ERRY DRIVE, VAIL GO 81657 1. SURVEY INFORMATION (INCLUDING PROPERTY LINE, EASEMENT, $$ o / ; 0. WA 5H WN' LEGAL DESCRIPTION: VAIL INTERMOUNTAIN DEV SUB BLK 9, LOT 15 BUILDING ENVELOPE, UTILITY 5TUB -OUT5 AND TOPOGRAPHICAL INFORMATION) / sE o PARCEL NO: 2103 - 143 -01 -045 TAKEN FROM PEAK LAND CONSULTANTS, INC. TOPOGRAPHICAL MAP LOT 15 T.O. W L A5 / LOT 5IZE: 1.1454 ACKE5 AND LOT 16, VAIL INTERMOUNTAIN 5U5DIVI510N BLOCK 9, TOWN OF VAIL, EAGLE / sE (8078) BUILDABLE AREA: 35,482 of COUNTY, CO. COORDINATE SANITARY DRAINAGE CULVERT T BE s / REQUIRED PARKING SPACES: SIDE A - 3 SPACES, SIDE B - 4 SPACES ( / \ WATER TANK OVERFLOW - / SEWER LINE AND CONNECTION DETERMINE�NTKACTOR sE / 8077' ") / PROVIDE RIPRAP BOULDEK5 TO 5 ALE PROP05ED PARKING SPACES: 4 PER SIDE, 8 TOTAL ENCLOSED 2. THI5 51TE PLAN DEPICTS THE PORPO5ED LOCATION OF MAJOR BUILT WITH UTILITY OR G ENGINEER) / s� / / / ` COORDINATE GR DING�11�1 FIELD DRIVEWAY AREA: 960 5F (NOT INCLUDING ACCESS RD) IMPROVEMENTS ON LOT 15 IN RELATION TO THE PORPOERTY LINES, sE / / / 5NOW STORAGE AREA: 703 5F EASEMENTS, AND BUILDING ENVELOPE, PROP05ED UTILITY CONNECTIONS ARE s8 / / �' /� TELEP ONE P�DEST L AL50 SHOWN AND HAVE BEEN BASED ON DEVE LOPE R /GONTRACTORS � sE � / � � /\ _ �� � � � PO�ER POLE � GKFA ALLOWABLE: 9643 5F DIRECTION. CONTRACTOR TO VERIFY UTILITY CONNECTIONS WITH UTILITIES. SEE c 8076' 20' CENTERLINE / GKFA PROP05ED: 7971 5F SEE GKFA PLANS LANDSCAPE PLAN FOR PROPOSED PLANTING INFORMATION. / s� / ( ) �O EM N ELECT IC METER / O ( ) y� > o / RADIUS �� q�09 / / co LANDSCAPE AREA: 9,448 5F proposed, 36,441 5F undisturbed ex'g. � � r s� / A / � � /gyp � � / � � 51TE COVERAGE: 20% MAX, 6499 5F/35,482 = 18.3% PROPOSED 3. CONTRACTOR TO COORDINATE REQUIREMENTS OF WATERLINE / \G a ol° c q�0 � �� Y7p9 ATERLINE FjKOM TANK'S ABOVE BUILDING HEIGHT: 33' MAX COVERAGE AND RE- GRADING OF ACCESS ROAD WITH EKW5D. s 18075') O �� p°�� COORDINATE FINAL COVERAGE AND /OR / DWELLING UNITS: 2 �s rj 0 �s ' p00 r p0 INSULATION WITH EKW5D IN FIELD PENDING / EMPLOYEE UNITS: 0 / _ .. / 0 / / `�� / INVESTIGATION OF BUILT CONDITION / g � / ( 074 �� 7 � 9E � i / `ns 00, co, °D� UTILITY POLE GUY ANCHOR 8 © E \ / r �" E g °/ 0 ��, / E 13.0. WALL 8178' / CUK13 STOP AT / / T.O. WALL 8184' / 6 -6 B.E.G` / �' / f i (8071') �� �� RE fDR� fiw D.O. WALL 8185' i T.O. WALL 8190' CONSTRUCTION STAGING; \ owr / / \ / ° �`' O 8.0. WALL 8091' 3103 DUMP5TER AND MATERIAL STORAGE OF \� % �/ \ ` / (�'� � j�� � V � � �, T.O. WALL 8096 V 076' V �, 8077') SNOW STORAGE AREAS / N - �� Z — DRAINAGE CULVERT (TO BE / ' G / N� \ / / / 'z\ s� Q� ��P pQ _ DETERMINED BY CONTRACTOR OR / / o� / �P5 ��� ��\ \ CIVIL ENGINEER) 18 x 40 SHOWN t / �a'� \ \� �p °I° �p5 / / 8.0. WALL 8097 / E co / �� V`b @ PSG (�0�8.)- T.O. WALL 8102' 4 CONCRETE PAN AT / / \ °�o EDGE OF ASPHALT, TYP S 9gZ��' G\� i' �(►(j s / /��\� i / / GA METER ro Wpo COORDINATE GAS LINE / �' / �/ E F LOWER ROOF cp CONNECTION WITH UTILITY � � \�f� N V / �O FOOTP INT OF G RAGE D.C. WALL 8103' / / \ ��, // , T.O. WALL 8108' 8470, � r \ @A . � / EDGE OF C ARE X / Z X� � A ro� p 13.0. WAI L L 8/ 10 9 ' / 0. W L 8072 d, 078 - 0 A V \ l v�` L �' ` '7N5 / < ° p � \ T.O. W ILL 8112' T.0. WALL 807 y 4 lq� j 0 Dc / _N / (o ' N0 03 D / i ROADWAY, PARKING �0 p�0 B.D/W 72' POiSn i0N OF G1AKA / �� g / / / AND UTILITY EASEMENT / 10 � / • WA�8074 IN ETBAG PER TTED / / ENTRY (GRFA NOT WITHIN S TRACK) / / i / �pCo�c L / / \ / PER 2 -21 -12 /' VOO-TI-KIN;F/OF E OF LOWER ROOF / EDGE OF UP R ROOF / / � GAS METER / � 0 / GARA E � / 1 / FOOTPRINT OF UPP� 5TORIE , \ / �o �v \ <�0 / OUTLINC OF UPPER PORTIO�d / / 00 IV / / / \ / �� OF B DING % / 00"1, ED E OF UPP ROOF 4 I�O I �Q 5 E % i KE51 DEICE v /� 8.0. WALL 8080' �0 1 T.O. WALL 8086 x,112/ A / 1JQ" % �O9 0� 8.0. WALL 8088 8.0. WALL 8112' / T.O. WALL 8093' / 0�� / / /0. WALL 8118' 8.0. WALL 8094' T.O. WALL 8100' / �vo�� � X '0(f 8.0. WALL 8178' / / / / I / / / / 00 \ / / i \ / T.O. WA 8184' O 8.0. WALL 8100' \ �E� , \ "o, P� i� p�0 T.O. WALL 8106' 1/ ' / / \ / /' /i/ O O 5.0.WA L8124' � 0 T.P./WALL 8130' e llp / 8,06,E /Qj� / l i l (600P / SITE GRADING PLAN / p� O o cv �L 0 Q o N N N m� / co ��0 �✓- �� c co ro Z Lu 2 E 01 -02 -2014 TON DESIGN REVIEW o � V O 02 -14 -2014 5 O t 0, - CD progress set - 90% V M O HU 04-08 -2014 a D Z W PROJECT NUMBER: 1304 DRAWN BV:SB ©COPVRIG -14 INTENTIONA- TECTURE Z CV M N O O V t -6 V t V °- n iu M u'1 X w J 0 W m 3 0 z SIGNED 04/08/2014 �00 OU U 1 J m � a J w Z� 0 Z 0 11 Lo w N �06 z d' \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV:SB ©COPVRIG -14 INTENTIONA- TECTURE SITE /GRADING PLAN A1.1 plant 5chedule DATE M E 01 -02 -2014 Symbol Common Name Scientific Name Count Size 02- 142014 Aspen PT Populus tremuloides 21 2 " -3" Cal. CD PERMIT ISSUE 0408 -2014 0 lue Spruce PP Picea pungens 3 10' -14' B &B Z H E 11\ \ Engelman Spruce PE Picea engelmannii 4 10' -12' B &B Western Snowberry SO Symphoricarpos occidentalis 6 Woods Rose RW Rosa woodsii 6 50% 5 50% 7 gal gal Bluemist Spirea SB Caryopteris incana 6 y Ground Cover / Assorted Ground Cover and Perrennials: 60% of area are gallon N M container and 40% of area are flats. (32, 2 1/4 pot per flat) New Sad East Unit — 485' w W Native Grasses � Seed to match and Wildflower exist and West Unit — 465 surounding area — 8384 sf proposed. 0 01 le� / 0 Q9 Q5, � 0 10 v ° OK 0 d000 $M 1 Q9 Q9 % i �° � Z / s8 /SE / �. A3 v - ��co SV y y SE y Co y XI- VII � / rot' �o`� / s / y y r JI° Cry y y • / 4 -1 y gE y � y u / y y 1� , � �, � (�) I I `0 ,y y CO a 807 �\ / / / / / y y y � y KO." / y y ,/ 8072, / / �0 0� V �• / / �� / y y �x i loll � ��0 �� 17 11000' 0�� l000, / e, l000, loo, i / / \(b 4 �1 / / / / / �' L -'NEW 501) y / 7 / /� 10o ��o i� y oo,/ co co v C) y y co 10° , y � y 1009 O� ry 0 y N d C9 CO O� N N _N N t� Cci SI l l f \ 1 LANDSCAPE PLAN Al 92 1 11 =10 -0 I \ � ZLU/ DATE M E 01 -02 -2014 �/ Qe ^ O V O 02- 142014 b O 7 0, 02 -19 -2014 CD progress set - 90% V M � CD PERMIT ISSUE 0408 -2014 0 Z H E U-1 = PROJECT NUMBER: 1304 (j TECTURE y Z / N M co O O V } 3 s �a a� C 3 X w J 0. oe 0 W m 3 0 Z 0 LO 00 o� J > � N J � m � > J w T j:) i Z 0 ZV) �LJO w N �06 Z iN ISSUED FOR DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02- 142014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 0408 -2014 PROJECT NUMBER: 1304 D RAWN BV: SO QcORVRiSi 2014 iNrENrIONA- TECTURE LANDSCAPE PLAN A1.2 1/8'. = 1'-o" T SQUARE FOOTAGE CALCULATION: 51DE A: LU 130.2 5F FIR5T LEVEL (NET) 996 5F 5ECONDLEVEL 1054 5F THIRD LEVEL 1671 5F FOURTH LEVEL 3851.2 5F TOTAL GRFA (3857 5F ALLOWABLE: 40% OF TOTAL) SIDE 5: 67.8 5F 1117 5F 1151.5 5F 1783 5F FIR5T LEVEL (NET) 5ECOND LEVEL THIRD LEVEL FOURTH LEVEL 4119.3 5F TOTAL GRFA (51DE 13) 7970.5 5F TOTAL PROP05ED GRFA (A +B) (9643 5F TOTAL ALLOWABLE) 130.2 5F ADJUSTED GRO55 5F 611,I1]aGp1 1804.8 5F TOTAL 5F: X.37 A13OVE GROUND f EKCENT 1 FIRST FLOOR 667.8 5F SUBTOTAL (600 5F) PARKING DEDUCTION 67.8 5F ADJUSTED GKO55 5F Z LU M E 01 -02 -2014 N O O V TOM DESIGN REVIEW revised 02- 14-2014 O O t a 02 -19 -2014 CD progress set- 90% V O t CD PERMIT ISSUE U of 6 Z �— I..0 2 U PROJECT NUMBER: 1304 DRAWN BY:SB ®COPYPoOHT2014 NTENiION HRCHITEClUPE Z N 04 M E co O V 0 -Q V 3 E o c M Loa X w J 0. 0 W m 3 0 z ✓ 0 f IM SIGNED 04/08/2014 Lo oc) 0 1--U J \ m � J W Z Z r— Z:) V) O < d' < Lo ly N W N Z 06 J CV ISSUED FOR: DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02- 14-2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set- 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY:SB ®COPYPoOHT2014 NTENiION HRCHITEClUPE GRFA PLANS A2.0 I: C t (D I A3.2 10 ;t ib IN PARKING SPACE 6xia, T.O. SLAB 0 EDGE 8176-0" -11N 19 _VECH SLOPE TO DRAIN eYR PARKING SPACE Lu b'Xia, 12" FIT FOR LEVATOR — 4" PVC RADON FIFE WITH — N-LINE FAN (PROVIDE POWER) 4271. 02-19-2014 CD progress set - 90% t O _c 10" MECHANICAL CHASE: — COOKPINATE:31ZE WITH A,NICAL 5UDGONTKA�TOR TYF. 0 FLOOR DRAIN HIGH-EFFICIENCY GAS BOILER (92% EFF. MIN) AND 51DEARM WATER STORAGE TANK TYF. T.O. SLAB 0 FIT 8177-0" SIN 301-611 � 16, EDGE OF BUILDING ABOVE (FOURTH FLOOR) 51 II 2 5-21'. SLOPE TO RAIN I 0- DRAIN Lu ro T.O. 5LAI3 Ca EDGE TOY DESIGN REVIEW 2 20'-9" 51 1 b'- -_� -21 4271. 02-19-2014 CD progress set - 90% t O _c ELEVATOR BY "ROCKY U 01 10, r_ Z .0 8176-0" Lu MOUNTAIN ELEVATOR Z UP 22 R Cal 7-5/6' DRAWN BY: SO 0--G-4 INTENTIONAR SEE TYPICAL NO E5 ON UNIT A FOR MEC­]ANICAL :z PRODUCTS" - 5UL3MIT SHOP PARKING SPACE zlxizl LINE OF BUILDING ABOVE T. DRAWINGS AND COORD -8 V REQ'5. 'T 0 AIR W1 HANDRAIL /GUARDRAIL GARAGE TO RECEIVE 1 LAYER L0 REFER TO SECTIONS AND DETAILS SLOPE TO DRAIN 50' TYPE X DRYWALL STAMPED AND STAINED CONCRETE FLOOR J. FOR MORE STAIR INFORMATION ;1 1-11 _O x 7 0 SELF CLOSING GARAGE TO RECEIVE 1 LAYER 20 MIN 518" TYPE X DRYWALL UP SLOPE TO DRAIN 0 FLOOR DRAIN GARAGE A101 CONC lb" HIGH BENCH STAMPED AND STAINED CONCRETE FLOOR CONTINUE STONE VENEER TO COVER ALL EXPOSED CONC (TYP) LES%, - — — ENTRY HALL A100 CONC T.O. SLAB 8176-0" X 70" Cs Lu C�, o Q (Q) x to N p. ENTRY HALL B100 CONC T.O. 51-A15 8172'-0" E)13L 3'0" X 70' PARKING 5FACE PARKING SPACE GARAGE B101 CONC 0 FLOOR F -1 7 — — — — — — — — -- PARKING 5 ACE T.O. 5LA13 8172'-0" gl­, T.O. 5LAL3 J PARKING SPACE f pQ PI STAIR W/ HANDRAIL/GUARDRAIL REFER TO SECTIONS AND DETAILS 5171'-0" 12" FIT FOR ELEVATOR 3'-0" X 7-0" SELF CLOSING 20 MIN FOR MORE STAIR INFORMATION sk T.O. SLAB 0 EDGE 8176-0" OPTIONAL METER LOC VERIFY W/PEVELOFEK 4" FVC R ADON PIPE WITH IN -LINE FAN (PROVIDE POWER) EXHAUqT AT ROOF, TYF T.O. SLAB (5172'-0" EXTEND WALL TO UNDERSIDE OF W. ROOF (THIS SECTION) FLOOR DRAIN SLOPE TO DRAIN F_ —1 L F, % SLOPE TO RAIN I 0- DRAIN 1 ELEC METER - RECESS IN STONE VENEER AND FROV PE WOOD DOOR GAS METER I Im 2 DOOR HEAD ABOVE RECESSED LIGHTS ABOVE KECE55ED HOUSE NUMBED ALCOVE - USE THIN VENEER ASPHALT DRIVE RE: 51TE PLAN I A4 2 I C9 TIM13EK COLS AND BEAM A13V RE:5TRUC - EDGE OF PATIO - STAMPED CONCRETE LINE OF ROOF A13V (LOWER) 30,40-11 ry QZ oLu w T.O. 5 A avz-& STONE VENEER (TYF) 16-0" X 9'-0" OVEKHE 1) POOR FFHI3! II T.O. SLAB RECESSED HOUSE NUMBED ALCOVE - USE THIN VENEER SLOPE TO DRAIN 301-6.1 T.O. SLAB 8172'-0" 5'-72" N L_ ", L_ L_ L/ L I u/ IF I IJ lIV u Y L_ I A5FHALT DRIVE RE: 517E FLAN 1 19. m 41-92 111 A4.1 � A4.4 0 0 FIRST FLOOR PLAN A2.1 SCALE: 1 /4" = 1' -0" A3 4 wH O M O O CV 7 Lu ro T.O. 5LAI3 Ca EDGE TOY DESIGN REVIEW 2 0 02-14-2014 0, 5 02-19-2014 CD progress set - 90% t O _c CD PERMIT ISSUE U 01 10, r_ Z .0 8176-0" Lu Z UP 22 R Cal 7-5/6' DRAWN BY: SO 0--G-4 INTENTIONAR SEE TYPICAL NO E5 ON UNIT A FOR MEC­]ANICAL :z PARKING SPACE zlxizl LINE OF BUILDING ABOVE EQUIPMENT PARKING 5PACE blxi 81 -8 V 'T 0 AIR W1 HANDRAIL /GUARDRAIL GARAGE TO RECEIVE 1 LAYER L0 REFER TO SECTIONS AND DETAILS 50' TYPE X DRYWALL STAMPED AND STAINED CONCRETE FLOOR J. FOR MORE STAIR INFORMATION ;1 1-11 _O x 7 0 SELF CLOSING GARAGE TO RECEIVE 1 LAYER 20 MIN 518" TYPE X DRYWALL ... SLOPE TO DRAIN 0 FLOOR DRAIN GARAGE A101 CONC lb" HIGH BENCH STAMPED AND STAINED CONCRETE FLOOR CONTINUE STONE VENEER TO COVER ALL EXPOSED CONC (TYP) LES%, - — — ENTRY HALL A100 CONC T.O. SLAB 8176-0" X 70" Cs Lu C�, o Q (Q) x to N p. ENTRY HALL B100 CONC T.O. 51-A15 8172'-0" E)13L 3'0" X 70' PARKING 5FACE PARKING SPACE GARAGE B101 CONC 0 FLOOR F -1 — — — — — — — — -- DDL 3'0" sk T.O. SLAB 0 EDGE 8176-0" OPTIONAL METER LOC VERIFY W/PEVELOFEK Z T.O. SLAB (5172'-0" EXTEND WALL TO UNDERSIDE OF W. ROOF (THIS SECTION) DRAIN SLOPE TO DRAIN F_ —1 L F, % T.O. 51_AI3 0 EDGE OVERHEAD POOR �'r bl'76_011 PH [5 lb '-O" X 9'-0" RE: 5TRUC 1 ELEC METER - RECESS IN STONE VENEER AND FROV PE WOOD DOOR GAS METER I Im 2 DOOR HEAD ABOVE RECESSED LIGHTS ABOVE KECE55ED HOUSE NUMBED ALCOVE - USE THIN VENEER ASPHALT DRIVE RE: 51TE PLAN I A4 2 I C9 TIM13EK COLS AND BEAM A13V RE:5TRUC - EDGE OF PATIO - STAMPED CONCRETE LINE OF ROOF A13V (LOWER) 30,40-11 ry QZ oLu w T.O. 5 A avz-& STONE VENEER (TYF) 16-0" X 9'-0" OVEKHE 1) POOR FFHI3! II T.O. SLAB RECESSED HOUSE NUMBED ALCOVE - USE THIN VENEER SLOPE TO DRAIN 301-6.1 T.O. SLAB 8172'-0" 5'-72" N L_ ", L_ L_ L/ L I u/ IF I IJ lIV u Y L_ I A5FHALT DRIVE RE: 517E FLAN 1 19. m 41-92 111 A4.1 � A4.4 0 0 FIRST FLOOR PLAN A2.1 SCALE: 1 /4" = 1' -0" A3 4 wH O M O O CV 7 Lu ro 01-02-2014 TOY DESIGN REVIEW 2 0 02-14-2014 0, 5 02-19-2014 CD progress set - 90% t O _c CD PERMIT ISSUE U 01 Lu r_ Z .0 Lu Z DRAWN BY: SO 0--G-4 INTENTIONAR Q) :z cq M 'o m 0 0 -8 V 'T 0 L0 X Lu .j Lu 3 0 z V) OO SIGNED 04/08/2014 00 1_ 0 0 U J 7-- > U-i 7 0 Z r_ ::) 0 011 Lo C'4 06 z > N I S S U E D FOR: DATE TON DESIGN REVIEW 01-02-2014 TOY DESIGN REVIEW 01-27-2014 TOM DESIGN REVIEW (revised) 02-14-2014 TOM DESIGN REVIEW (revised) 02-19-2014 CD progress set - 90% 03-18-2014 CD PERMIT ISSUE 04-08-2014 PROJECT NUMBER: 1304 DRAWN BY: SO 0--G-4 INTENTIONAR T­UR FIRST FLOOR PLAN A2.1 1 z 1 3 4 5 A3.3 16' 30' -6" 30146" 16' I 46-2" 46-2" 1.. 4- 6 -72 8._1„ - 11. 3' 5- 5' 5-" loi 20' -42" 4-" 20' -421 5_I. 5' 5-" 31 V51, 81_1.. 5-" 6._5 C LO S 1 T.O. PLYWD - � 8090' -1/2" A207 CPT BATH 2 = 301 710,1 ON 16 R @ 7-1/E'' 4' IN ol rn� - - --A206 TILE LD o - - o o Id x x HALL / \ CV (N A201 WD =7 7701 Id) UP \ 3'0" X 70" 51 -111 51 31.2 7-1.. _ op o o = _ .o N I� I CI'T WD O - b c0 U `: e4• x '� X j _ T.O. PLYWD �N 1 3'0" X 7'0" 8084' 1/z" BED 2 \ L' BED 1 N 16 K Ca 7-1/2" 4 0 "x70' O CLOSET 1 Ni A205 CPT C LO S 1 A202 CPT :. N BATH 1 A20d CPT _ B20d CPT�� 0 = U - B203 TL / O O \ LQ a HALL X X \ F 8201 WD / - - - If 16 - \ N 6R 71 ~ N Cn U FLOOR AREA. 182 SF 11 1.I _ N GLAZING: 25 5 F 14% BATH 1 / A203 TILE A4.3 O D FLOOR AREA: 182 5F o N 1A L GLAZING: 25 5F (14 %)N x N DBL 2'6" X 70" o �\ N x BED 1 N E \ PH 2'6" X 7'0" \ B202 CPT \ /�\ 2'6" X 70" u to BAT H 1 -2 6 N 620 E D car N� 2'6" X 710 "\ /2'6" x 7'0" BED 2 N B205 CPT 4B N rn N � X FLOOR AREA: 183 5F FLOOR AREA: 137 5F �p GLAZING: 25 5F (13 %) GLAZING: 375F(27%) N M 1B 2B A4.5 J G T 71 -3" 8' 9" 11' -3" 12' -9" 6' -2" 8 -11.. 15'_1I 6.1 8._5.. 6' 42 11.221 41.. �" 5_5111 ' -411 4�' 12' -1�' 5�' . . . 2 61-111 2 2 2 2 2 2 2 2 5 -1 11 -22 52 14 --2 42 16' 30' -2" 30' -10" 16' 9' 16' 30' -6" 301 -611 16' 1 1 1 1 i z A4.2 A3.1 A4.1 3 A4.4 4 5 1 SECOND FLOOR PLAN A2.2 SCALE: 1 /4" = 1' -0" Z w M E 01 -02 -2014 TOM DESIGN REVIEW �o � V O 02 -14 -2014 0 O t a 02 -19 -2014 CD progress set - 90% 0 c H U � D Z i- W t— U PROJECT NUMBER: 1304 DRAWN BY: SO O- YRIG -14 INTENTIONA -T-URE Z y N M E m o O w -6 V V c o a � M u'1 X w J 0 W m 3 0 z SIGNED 04/08/2014 V) 00 OU J \ J � m � J W Z� O Z r- =) V) 011 Lo w N �06 Z \J / N ISSUED FOR: DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO O- YRIG -14 INTENTIONA -T-URE SECOND FLOOR PLAN A2.2 Z w M E 01 -02 -2014 TOM DESIGN REVIEW p O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D Z w = t— U PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA -T-UR Z y CV M E m O V O� t -6 V > V L C O a � M u'1 SIGNED 04/08/2014 X w J 0 W m 3 0 z V) 00 0 1--U J \ J � m � J W Z � O Z r- ::) V) <O 11 < Lo w N �06 Z \J / N ISSUED FOR: DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA -T-UR THIRD FLOOR PLAN A2.3 1 1 1 1 O Z A4.2 A3.1 A4.1 3 A4.4 4 5 1 FOURTH FLOOR PLAN A2.4 SCALE: 1 /4" = V -0" Z LU M E 01 -02 -2014 N O O V TOM DESIGN REVIEW revised 02 -14 -2014 O O t 0, 02 -19 -2014 CD progress set- 90% V O t CD PERMIT ISSUE U of 6 Z �- W 2 U PROJECT NUMBER: 1304 DRAWN BY: SB ®COPVPoOHT2014 NTENiION HRCHITEClUPE Z N N M E co O V O 3 E o c M Loa X J D 0 DC oe w m 3 0 z SIGNED 0• 0• Lo oc) 0 1--U J \ J � m � J W Z Z r— Z:) V) O < d' < Lo ly N W N Z 06 J N ISSUED FOR DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set- 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SB ®COPVPoOHT2014 NTENiION HRCHITEClUPE FOURTH FLOOR PLAN A2.4 Z LU M E 01 -02 -2014 N O O V TOM DESIGN REVIEW revised 02 -14 -2014 O O t 0, 02 -19 -2014 CD progress set- 90% V O t CD PERMIT ISSUE U of 6 Z �- W 2 U PROJECT NUMBER: 1304 DRAWN BY: SB ®COPVPoOHT2014 NTENiION HRCHITEClUPE Z N N M E co O V 0 3 E o c M Loa ✓ 0 f I� SIGNED 0• 0• X Lu J 0. DC iy w m 3 0 z Lo 0c) 0 1--U J \ J � m � J W Z Z r— Z:) V) O < d' < Lo ly N W N Z 06 J N ISSUED FOR DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set- 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SB ®COPVPoOHT2014 NTENiION HRCHITEClUPE ROOF PLAN A2.5 (D (D a a a 0 a a ° � o D I a ILI 15A HORIZ W000- T 8112' -0" 1 A4 2 17A 1 1 A4.1 A4 4 O I III 8A I I II II II THIRD FL00R ELEVATION - T I I 8102' -D" _�•� ��� ��'��. � �� .: •� �� ,�..��..�. � � I I El ElF-7 LD —jo I T.O. GARAGE SLAD p, ED ' ELECTRIC METER CABINET RECESSED LIGHTING PER ELEC PLAN GAS METER LOCATION rL- r------------ - - - - -- -------- - - - - -- -- — — — — — — — — — — — — — — — — — — — USE— THI-N-STOP}€T9G,4TE--- RECESS FOR HOUSE NUMBER - WRAP AROUND CORNER AS SHOWN PAIRED TIMBER COLUMNS- i I I� 10B 5'6 "X5'0" 16A � !ail 1 B� 2� O 02 -14 -2014 o a — CD progress set - 90% 17A 1 1 A4.1 A4 4 O I III 8A I I II II II THIRD FL00R ELEVATION - T I I 8102' -D" _�•� ��� ��'��. � �� .: •� �� ,�..��..�. � � I I El ElF-7 LD —jo I T.O. GARAGE SLAD p, ED ' ELECTRIC METER CABINET RECESSED LIGHTING PER ELEC PLAN GAS METER LOCATION rL- r------------ - - - - -- -------- - - - - -- -- — — — — — — — — — — — — — — — — — — — USE— THI-N-STOP}€T9G,4TE--- RECESS FOR HOUSE NUMBER - WRAP AROUND CORNER AS SHOWN PAIRED TIMBER COLUMNS- i I I� 10B 5'6 "X5'0" II � STONE � U �I o �o Lu � !ail 1 B� 2� O II � STONE � U �I o �o /e\ /7B\ @ (D DC Lu � 11B ^' 2� O 02 -14 -2014 o a — CD progress set - 90% M O CD PERMIT ISSUE /e\ /7B\ @ (D DC 6 1 /Ij 0 4 \-�� 0 0 a a D � o� FOURTH FLOOR ELEV 8106' -0" u D I 3: IZ L 0 a Ll EXPOSED STEEL HEAD RE: STRUG E- D ° ° 2' -6' 2754 Ll oLl ° o L_ -J USE THIN STONE TO CREATE I RECESS FOR HOUSE NUMBER - RECESSED LIGHTING PER III I I ELEC PLAN WRAP AROUND CORNER AS SHOWN J L _ _ _ J L - - _ - POOR OVER ELECTRIC METER - - - - - J r T T--------- - - - - -- - 7- L -- ------------- - - - - -- --------- - - - - -- -------------- - - - -�- J GAS METER LOCATION EXTERIOR FIN15H NOTES: SIDING: STUCCO: CEMENTITIOU5 W /ELA5TOMERIC FAINT- 5TO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, SMEARED MORTAR JOINTS HORIZ WOOD: STAINED R5 1X8 CEDAR, PORTER "EBONY" VERTICAL WOOD: RS CEDAR - PORTER "CINDER" FASCIA: R5 CEDAR; 2X8 OVER 2X12 5UBFA5CIA, PORTER "EBONY" SOFFIT: 1X4 T &G R5 CEDAR, PORTER "EBONY" 1 NORTH ELEVATION ROOF: ASPHALT 5HINGLE5: GAF TIMBERLINE ULTRA HD, WEATHERED WOOD REFER TO DETAIL SHEETS FOR TRIM DETAILS All SCALE: 1 /4 = l'-O" 1 THIRD FL00R ELEV 8196' -0" _J=L-� SECOND FLOOR ELEV 8086' -0" 8072' -0" a I Z Lu M E �E ^' 2� 6 1 /Ij 0 4 \-�� 0 0 a a D � o� FOURTH FLOOR ELEV 8106' -0" u D I 3: IZ L 0 a Ll EXPOSED STEEL HEAD RE: STRUG E- D ° ° 2' -6' 2754 Ll oLl ° o L_ -J USE THIN STONE TO CREATE I RECESS FOR HOUSE NUMBER - RECESSED LIGHTING PER III I I ELEC PLAN WRAP AROUND CORNER AS SHOWN J L _ _ _ J L - - _ - POOR OVER ELECTRIC METER - - - - - J r T T--------- - - - - -- - 7- L -- ------------- - - - - -- --------- - - - - -- -------------- - - - -�- J GAS METER LOCATION EXTERIOR FIN15H NOTES: SIDING: STUCCO: CEMENTITIOU5 W /ELA5TOMERIC FAINT- 5TO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, SMEARED MORTAR JOINTS HORIZ WOOD: STAINED R5 1X8 CEDAR, PORTER "EBONY" VERTICAL WOOD: RS CEDAR - PORTER "CINDER" FASCIA: R5 CEDAR; 2X8 OVER 2X12 5UBFA5CIA, PORTER "EBONY" SOFFIT: 1X4 T &G R5 CEDAR, PORTER "EBONY" 1 NORTH ELEVATION ROOF: ASPHALT 5HINGLE5: GAF TIMBERLINE ULTRA HD, WEATHERED WOOD REFER TO DETAIL SHEETS FOR TRIM DETAILS All SCALE: 1 /4 = l'-O" 1 THIRD FL00R ELEV 8196' -0" _J=L-� SECOND FLOOR ELEV 8086' -0" 8072' -0" a I Z Lu M E 01 -02 -2014 ^' p O V O 02 -14 -2014 o a — CD progress set - 90% M O CD PERMIT ISSUE UH D zLu Lu t— U PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTIONA- TECTURE Z y CV M m o -6 V t > V c o M u'1 X w J 0 W m 3 0 z 0 SIGNED 04/08/2014 �00 0 I--U J \ J � m � J W Z� O Z r- ::) V) O It Lo W N �06 Z \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TOY DESIGN REVIEW 01 -27 -2014 TO.V DESIGN REVIEW revised 02 -14 -2014 TO.V DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTIONA- TECTURE ELEVATIONS A3.1 00 D ° a 0 � a 4 Q O D a D a D a � v m \ A I TEKA T -20 EXTERIOR LIGHT (COPPER) I p 9A 0 \ E / QQ `\ 0 \ / STONE O oLl ci?TF TIMBER TRIM LISTED DIRECT VENT FLUE TERMINATION OPTIONAL TIMBER TRELLIS / O 5TUC 0 \ \ \ \ \ \ A4.3 A4.5 B C \�\ \ \ \ \ D T \ \ \ \ \ \ \ \\ 4:12 \ \\ a I I \ 12A 13A I a N-1 TONE I \ 36" HIGH 2 "DIA I \ FIFE STEEL RAIL Li El EXISTING GRADE `I PROPOSED GRADE I I 14A 0_0 r \ \ \ KITCHEN WINDOW BUMP -OUT; \ TIMBER AND HORIZONTAL WOOD \ TIMBER AND HORIZONTAL WOOD `\ \ \ \ Lu M E / 4A O O V O 02 -14 -2014 O t 0, 02 -19 -2014 r \ \ \ KITCHEN WINDOW BUMP -OUT; \ TIMBER AND HORIZONTAL WOOD \ TIMBER AND HORIZONTAL WOOD `\ \ \ \ STONE ' ❑ I I ❑ LINE OF CRICKET BEYOND TOF OF GONG WALL Cil I I I \ 5T0 E I a (D I ` ------ - - - - -- I ° I I I � I I I 8087 STONE I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L - -- I I I I r J L� D ° oa PORCH BEYOND Q� \ \ \ �\ D o GRADE AT FK \ \WALL - it \ FLt EXTERIOR FIN15H NOTES: 51DING: STUCCO: CEMENTITIOU5 W /ELA5TOMERIC FAINT- 5TO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, SMEARED MORTAR JOINTS HORIZ WOOD: STAINED R5 1X8 CEDAR, FORTER "EBONY" VERTICAL WOOD: K5 CEDAR - PORTER "CINDER" FASCIA: K5 CEDAR; 2X8 OVER 2X12 5U5FA5GIA, FORTER "EBONY" SOFFIT: 1X4 T &G R5 CEDAR, FORTER "EBONY" ROOF: ASPHALT 5HINGLE5: GAF "TIMBERLINE ULTRA HD, WEATHERED WOOD" REFER TO DETAIL 5HEET5 FOR TRIM DETAILS 61,a C 0 1 Ld V7 DD 0 0 0 \ a I Q T.O. RIDGE FINISHED) 8133'- 4 -3/8" T.O. RIDGE FINI5HED) 8124'- 6 -114" FOURTH FLOOR ELEVATION 8112' -D" ,jK THIRD FLOOR ELEVATION 8102' -0" SECOND FLOOR ELEVATION 8092' -O" D _ T.O. GARAGE 5LAf3 \ 8078' -0" 1 EAST ELEVATION A3.2 SCALE: 1 /4" = 11-011 Z Lu M E 01 -02 -2014 ^' O O V O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O CD PERMIT ISSUE VE T 0 z� T D t— U PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIGhT 4 INTENTIONA -T-UR Z y CV M STONE ' ❑ I I ❑ LINE OF CRICKET BEYOND TOF OF GONG WALL Cil I I I \ 5T0 E I a (D I ` ------ - - - - -- I ° I I I � I I I 8087 STONE I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L - -- I I I I r J L� D ° oa PORCH BEYOND Q� \ \ \ �\ D o GRADE AT FK \ \WALL - it \ FLt EXTERIOR FIN15H NOTES: 51DING: STUCCO: CEMENTITIOU5 W /ELA5TOMERIC FAINT- 5TO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, SMEARED MORTAR JOINTS HORIZ WOOD: STAINED R5 1X8 CEDAR, FORTER "EBONY" VERTICAL WOOD: K5 CEDAR - PORTER "CINDER" FASCIA: K5 CEDAR; 2X8 OVER 2X12 5U5FA5GIA, FORTER "EBONY" SOFFIT: 1X4 T &G R5 CEDAR, FORTER "EBONY" ROOF: ASPHALT 5HINGLE5: GAF "TIMBERLINE ULTRA HD, WEATHERED WOOD" REFER TO DETAIL 5HEET5 FOR TRIM DETAILS 61,a C 0 1 Ld V7 DD 0 0 0 \ a I Q T.O. RIDGE FINISHED) 8133'- 4 -3/8" T.O. RIDGE FINI5HED) 8124'- 6 -114" FOURTH FLOOR ELEVATION 8112' -D" ,jK THIRD FLOOR ELEVATION 8102' -0" SECOND FLOOR ELEVATION 8092' -O" D _ T.O. GARAGE 5LAf3 \ 8078' -0" 1 EAST ELEVATION A3.2 SCALE: 1 /4" = 11-011 Z Lu M E 01 -02 -2014 ^' O O V O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O CD PERMIT ISSUE U a a z� t— U PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIGhT 4 INTENTIONA -T-UR Z y CV M N O o -6 V t V E O a � M u'1 X w fieJ 0 W m 3 0 z SIGNED 04/08/2014 �00 0U J \ J m= a J i Z 0 Z O It �Lo W N �-06 Z d' \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TOY DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIGhT 4 INTENTIONA -T-UR ELEVATIONS A3.2 1 1 1 A4.4 A4.1 A4 2 O O O l'l O A5 KEUUIKEV THIRD FLOOR ELEV (B) 8196' -O" pk SECOND FLOOR ELEV (B) 8086' -0" T.O. GARAGE 5LAE 8072' -0" II I II I II I II I II I II I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �L-- - -------------------------------- - - - - -- II F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — THIRD FLOOR ELEVATION 8102' -0" I I I I I I I I I 5ECOND FLOOR ELEVATIO 8092' -0" I I I I � I � I � I � I � I � I � I � I � I I I I I I I I I ------------- - - - - -- — ok T.O. GARAGE5LAD — - -- — — — — — — — -------------------------------------- - -I - -- 807,5-0 EXTERIOR FIN15H NOTES: 51DING: 5TUCG0: CEMENTITIOU5 W /ELA5TOMERIG FAINT- 5TO "DIAMOND DU5T" 5TONE: "TELLURIDE NEGRIL" WITH FLUSH, 5MEAKED MORTAR JOINTS HORIZ WOOD: STAINED K5 1X8 CEDAR, POKTEK "EBONY" VERTICAL WOOD: K5 GEDAK - PORTER "GIN DER" FA5CIA: R5 CEDAR, 2X8 OVER 2X12 5U5FA5CIA, PORTER "EBONY" 5OFFIT: 1X4 T &G R5 CEDAR, PORTEK "EBONY" ROOF: A5PHALT 5HINGLE5: GAF "TIMBEKLINE ULTRA HD, WEATHERED WOO REFER TO DETAIL 5HEET5 FOR TRIM DETAILS 1 SOUTH ELEVATION A3.3 SCALE: 1 /4" = 1 ' -0" Z w M E 01 -02 -2014 TOY DESIGN REVIEW �o O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O CD PERMIT ISSUE U a Lu Z �- W t— U PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA -T-UR Z y CV M E m O V O� t -6 V > V L C O a � M u'1 X J D 0 fie w m 3 0 z BFI III SIGNED 04/08/2014 �00 0U J \ m � a J W Z� O Z r- ::) V) oll < Lo w N �06 Z� \J / N ISSUED FOR: DATE TOY DESIGN REVIEW 01 -02 -2014 TOY DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA -T-UR ELEVATIONS A3.3 I I I J A4.5 A4.3 / / M L K J I / / H / / I J I .. - . ova D14[3 15B I 17B C) I D[-:] D /r -- --- - - - - -- ❑ D ❑STONE ZS Oa - � ❑ D � D l� /f I I i ❑ I °D o a I I �� -�� / 0 � o D o 04 � a� D 4 m 0 ° a �o o zj �o a w M E 01 -02 -2014 TOY DESIGN REVIEW p / 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D i W i / U PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTION ARCHITECTURE i y CV M i E m O r V O� w -6 V t > V 41 'To M u'1 0 ° a �o o zj �o a LINE OF WALL BEYOND EDGE OF CONCRETE WALL / / / / / J oo 0 FOURTH FLOOR ELEV (B) 8106' -0" 10 1 - - - - -I ------------------- ° - -- -!-------------- - - - -�- J I _ I 96 i �° EXISTING GRADE PKOPOSED GRADE / I L l _ - - - - 4 THIRD FLOOK ELEV (B) / 1 8196' -0" ILJi I � II II 0 I I I I I I I O Ll I� / - ° ]0 ° ° ° a a I I I I I I �IL� L - -J � Do I I I I SECOND FLOOR ELEV (B) I I I I I I I EXTERIOR FINISH NOTES: I SIDING: STUCCO: CEMENTITIOUS W /ELASTOMERIC PAINT - STO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, SMEARED MORTAR JOINTS HOKIZ WOOD: STAINED KS 1X8 CEDAR, PORTER "EBONY" VERTICAL WOOD: RS CEDAR - PORTER "CINDER" FASCIA: RS CEDAR, 2X8 OVER 2X12 SUBFASCIA, PORTER "EBONY" SOFFIT: 1X4 T &G KS CEDAR, PORTER "EBONY" ROOF: ASPHALT SHINGLES: GAF "TIMBEKLINE ULTRA HD, WEATHERED WOOEY I T.O. GAKAGE SLAB REFER TO DETAIL SHEETS FOR TRIM DETAILS -- - - - - - - - - - - - - - - - 8072' -0" L - J 1 WEST ELEVATION A3.4 SCALE: 1/4" = 11-011 Z w M E 01 -02 -2014 TOY DESIGN REVIEW p / 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D zLu W / U PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTION ARCHITECTURE Z y CV M LINE OF WALL BEYOND EDGE OF CONCRETE WALL / / / / / J oo 0 FOURTH FLOOR ELEV (B) 8106' -0" 10 1 - - - - -I ------------------- ° - -- -!-------------- - - - -�- J I _ I 96 i �° EXISTING GRADE PKOPOSED GRADE / I L l _ - - - - 4 THIRD FLOOK ELEV (B) / 1 8196' -0" ILJi I � II II 0 I I I I I I I O Ll I� / - ° ]0 ° ° ° a a I I I I I I �IL� L - -J � Do I I I I SECOND FLOOR ELEV (B) I I I I I I I EXTERIOR FINISH NOTES: I SIDING: STUCCO: CEMENTITIOUS W /ELASTOMERIC PAINT - STO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, SMEARED MORTAR JOINTS HOKIZ WOOD: STAINED KS 1X8 CEDAR, PORTER "EBONY" VERTICAL WOOD: RS CEDAR - PORTER "CINDER" FASCIA: RS CEDAR, 2X8 OVER 2X12 SUBFASCIA, PORTER "EBONY" SOFFIT: 1X4 T &G KS CEDAR, PORTER "EBONY" ROOF: ASPHALT SHINGLES: GAF "TIMBEKLINE ULTRA HD, WEATHERED WOOEY I T.O. GAKAGE SLAB REFER TO DETAIL SHEETS FOR TRIM DETAILS -- - - - - - - - - - - - - - - - 8072' -0" L - J 1 WEST ELEVATION A3.4 SCALE: 1/4" = 11-011 Z w M E 01 -02 -2014 TOY DESIGN REVIEW p O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D zLu W t— U PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTION ARCHITECTURE Z y CV M E m O V O� w -6 V t > V 41 'To M u'1 X w J 0 W m 3 0 z �F� III SIGNED 04/08/2014 �00 0U J \ J m= a J w Z� 0 Zr- ::)V) oll �Lo W N �-06 Z J 1 CV ISSUED FOR: DATE TOY DESIGN REVIEW 01 -02 -2014 TOY DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTION ARCHITECTURE ELEVATIONS A3.4 1 A 3A 4A 5A 15 213 413 513 FINISH FLOOR ELEVATION ----------------- T,O. PLYWOOD 17A 1013 FLUSH WITH COUNTERTOP 2A 6A 10A 613 75 1713 NO 7A 8A m N 9A 1813 SIM, REVERSED 6' 6 51'1 G J. ol t1 t Lo 2213 1413 6-51'1 CV LO C9 18A 19A DA 21A 2A 3A 5A 911 911 3 -111 Ell 11A 165 N —I- a� 45 513 613 913 OB 3113 275 813 911 911 i-, / I` 2' iz LD 313 N 8 e FIN15H FLOOR ELEVATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O. PLYWOOD rard FIN15H FLOOR ELEVATION�� T.O. PLYWOOD EXTERIOR SLIDING ROOK: JELD -WEN 400 SERIES "SITELINE PREMIUM" SHOWN CLAD COLOR: BLACK U-.29 SOLID WOOD POOP ol TEMPERED GLASS 5IDELITE5 T.O. 5LA5 5' -91R L ell �t 5' --94-11 15A 85 125 SIM, REVERSED � II 3 -64 5 -72 12A 13A 14A WINDOW AND XTEKIOR DOOR NOTES: 1. WINDOWS MUST MEET U.30 OR DETTEK PER T.O.V. ADOPTED REVISIONS TO IECC 2012. 2. EGKE55 WINDOWS ARE LABELED WITH AN "E" ON THE ELEVATIONS AND MU5TFKOVIDE MINIMUM EGRE55 DIMENSIONS. 3. TEMPERED GLAZING SHALL BE USED WHERE REQUIRED BY CODE. 4. WINDOWS AKE GENERALLY DIMENSIONED TO THE CENTEKLINE OF THE WINDOW - CONTRACTOR TO VERIFY ROUGH OPENINGS WITH CHOSEN MANUFACTURER. 5. WINDOWS MUST BE INSTALLED PER MANUFACTUKEK'5 REQUIREMENTS!!! 6. WINDOW SIZES SHOWN ON THE ELEVATIONS AND IN THE SCHEUULE AKE TYPICAL FELLA ROUGH OPENING SIZES. OFEKATION5 ARE SHOWN GRAPHICALLY. 7. CHOSEN WINDOWS ARE AS FOLLOWS: 8. FELLA "IMFEKVIA" FIBERGLA55 UNITS 9. FRAME COLOR: BLACK 10. CONTKACTOK'5 CHOSEN WINDOW MANUFACTURER TO COORDINATE WINDOW SCHEDULE WITH ARCHITECT /CONTRACTOR PRIOR TO FRAMING. 11. HEAD AND SILL ELEVATIONS AKE SHOWN ABOVE FINISH FLOOR - SEE WINDOW ELEVATIONS. COORDINATE WITH CONTRACTOR PRIOR TO FRAMING: HEAD /51LL HT5 ASSUME THE FOLLOWING FLOOR A55EM13LY: • PLYWOOD 5U13FLOOK; (T.O. FLY) • 1 -1/2" GYPGRETE • 3/4" PLYWOOD • FLOOR FINISH: CARPET, WOOD, TILE ETC (3/4" THICKNESS) ?" TnTAI THICK NFc;(-- 5' -221 21. ol TYPE OPENING SIZE 16A 1113 EGRS 1A CSMT 5' -0" X 5' -0" 8' -O" l 3' -D" L-�-- 2A F WINDOW SCHEDULE: NO. TYPE OPENING SIZE HD /SILL (AFF) EGRS 1A CSMT 5' -0" X 5' -0" 8' -O" l 3' -D" Y 2A AWN 2' -6" X 2' -6" 7-0" / 4' -6" N 3A CSMT 5' -0" X 5' -0" 8' -0" l 3' -0" Y 4A CSMT 5' -0" X 5' -0" 8' -0" l 3' -0" Y 5A CSMT 5' -0" X 5' -0" 8' -0" / 3' -0" Y 6A AWN 2' -6" X 2' -6" 7-0" / 4' -6" N 7A FX/AWN 4' -0" X 6-0" 8' -0" / 2' -0" N 8A FX/AWN 4' -0" X 6-0" 8' -0" l 2' -0" N 9A FX/C5MT SEE ELEV SEE ELEV Y 10A AWN 2' -6" X 2' -6" 7-0" / 4' -6" N 11A FX 3'- 1 -3/4" X 6-0" 9'- 0 "13' -0" N 12A FX/AWN 5'- 9 -1/2" X 6-0" 9' -0" / 3' -0" N 13A FX/AWN 5'- 9 -1/2" X 6-0" 9' -0" / 3' -0" N 14A FX/AWN 5'- 9 -1/2" X 6-0" 9' -0" / 3' -0" N 15A FX/AWN 9'- 1 -3/4" X 6' -0" 9' -0" / 3' -0" N 16A FX/AWN 10 -5" X 8' -0" '91-011/11-011 N 17A FX 5' -6" X 5' -0" 8' -0" / 3' -0" N 18A FX 5' -3" X 2' -6" 17- 8 -112" / 15' -0" N 19A FX 5' -3" X 2' -6" 17- 8 -1/2" / 15' -0" N 20A FX 5' -3" X 2' -6" 17- 8 -112" / 15' -0" N 21A FX 2' -0" X 2' -6" 17- 8 -1/2" / 15' -0" N 22A FX 2' -0" X 2' -6" 17- 8 -112" / 15' -0" N 23A FX 5' -3" X 2' -6" 17- 8 -1/2" / 15' -0" N 24A FX 5' -3" X 4' -4" 14'- 3 -1/4" / 9'- 11 -1/4" N 25A FX 5' -3" X 2' -6" 17- 8 -1/2" / 15' -0" N 26A FX 3'- 1 -3/4" X4' -4" 14'- 3 -1/4" / 9'- 11 -1/4" N 27A FX 3'- 1 -3/4" X2' -6" 17- 8 -1/2" / 15' -0" N 28A FX 5-- 9 -1/4" X GUST VARIES/ N 29A FX 5-- 9 -1/4" X GUST VARIES/ N 30A FX 5-- 9 -1/4" X GUST VARIES/ N 15 CSMT 5' -0" X 5' -011 8' -0" / 3' -0" Y 25 CSMT 5' -0" X 5' -0" 8' -0" / 3' -0" Y 35 CSMT 2' -6" X 4' -0" 8' -0" l 4' -0" N 45 CSMT 5' -0" X 5' -0" 8' -0" / 3' -0" Y 55 C5MT 5' -0" X 5' -0" 8' -0" / 3' -0" Y 65 AWN 2' -6" X 2' -6" 7' -0" / 4' -6" N 75 AWN 2' -6" X 2' -6" 7-0" / 4' -6" N 55 FX/AWN 9'- 1 -3/4" X 6' -0" 9' -0" / 3' -0" N 95 FX/AWN 6- 5 -1/2" X 6-0" 9' -0" / 3' -0" N 105 FX 5' -6" X 5' -0" 8' -0" / 3' -0" N 115 FX/AWN 10 -5" X 8' -0" 9' -0" l 1' -0" N 1213 FX/AWN 9'- 1 -3/4" X 6' -0" 9' -0" / 3' -0" N 135 FX/AWN 6- 5 -1/2" X 6-0" 9' -0" / 3' -0" N 1413 FX/AWN 6- 5 -1/2" X 6-0" 9' -0" / 3' -0" N 1513 FX/AWN 6- 5 -1/2" X 6-0" 9' -0" / 3' -0" N 1613 FX 3'- 1 -1/4" X 6-0" 9' -0" / 3' -0" N 175 AWN 2' -6" X 2' -6" 7-0" / 4' -6" N 1813 FX/CSMT SEE ELEV SEE ELEV Y 1913 FX 3'- 1 -1/2" X 5' -9" 15'- 8- 1/4 "/9'- 11 -1/4" N 2013 FX 5' -3" X 5' -9" 15'- 8- 1/4 "/9'- 11 -1/4" N 215 FX 6- 5 -1/2" X GUST VAKIE5/9- 11 -1/4" N 2213 FX 6- 5 -1/2" X GUST VAKIE5/9- 11 -1/4" N 235 FX 6- 5 -1/2" X GUST VAKIE5/9- 11 -1/4" N 236 FX 6- 5 -1/2" X GUST VAKIE5/9- 11 -1/4" N 245 FX 3'- 1 -1/2" X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 256 FX 5'- 3 -1/2" X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 265 FX 5'- 3 -1/2" X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 275 FX 2' -0" X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 2813 FX 2' -0" X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 2913 FX 5' -3 -1/2 X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 3013 FX 5' -3 -1/2 X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N 315 FX 5' -3 -1/2 X 3' -0" 19'- 7 -1/2" / 16- 7 -1/2 "N REMARKS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS (2) FACTORY MULLED 2-6" x 5' -0" UNITS 4'0 "X4'0" FIXED ABV MULLED TO 4'0 "X2'0" AWN 4'0 "X4'0" FIXED ABV MULLED TO 4'0 "X2'0" AWN GUST FIXED ABV (2) 3' -0" X 5' -0" C5MT5 SEE ELEVS FIXED ABV, AWN BELOW FIXED ABV, AWN BELOW FIXED ABV, AWN BELOW FIXED ABV, AWN BELOW - SEE ELEVS FOR UNIT WIDTHS (2) FIXED ABV, AWN BELOW, TEMPERED AWNS FLUSH W /TOF OF KITCHEN COUNTER VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT SEE ELEVS SEE ELEVS SEE ELEVS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS (2) FACTORY MULLED 2' -6" x 5' -0" UNITS FIXED ABV, AWN BELOW - SEE ELEVS FOR UNIT WIDTHS ALIGN WITH ADJACENT FLUSH W /TOF OF KITCHEN COUNTER (2) FIXED ABV, AWN BELOW, TEMPERED AWNS FIXED ABV, AWN BELOW - SEE ELEVS FOP UNIT WIDTHS FIXED ABV, AWN BELOW FIXED ABV, AWN BELOW FIXED ABV, AWN BELOW GUST FIXED ABV (2) 3' -0" X 5' -0" C5MT5 VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT VERIFY HEIGHTS IN FIELD - ALIGNED W /ADJACENT N Z Lu M E 01 -02 -2014 ^' p O V O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D Z w = t— U PROJECT NUMBER: 1304 DRAWN BV:SB ©COPVRIG -14 INTENTIONA -T-UR Z y � � N M o m O t -6 V > V C O a 0 M X w J 0 W m 3 0 z Lo cc) OU J U 1 � N J � ma J w T Z � �- O Z r- D V) O 11 Lo �N w N �06 Z1 J Iq 1 N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV:SB ©COPVRIG -14 INTENTIONA -T-UR WINDOW SCHEDULE A3.5 EDGE Of OVER L11 EDGE OF OVER LIV VERIFY DIMENSIONS IN FIELD 9nl r1 /:u /_-I /-R A' 71 111 VV IVIVI III II \V ✓.I -it -V I%I I VERIFY DIMENSIONS IN FIELD 71 VVI I VIVI VI I I \V ✓✓ - V V / II I 2 TIMBER TRUSS DETAIL A4.1 SCALE: 1 /4" = 1' -0" b 6 D a �o D4 D RECESSED LIGHTS D Q � 0 a D TIMBEK COLUMN AND BM RE: STRUC c� 4X12 TIMBERS AT PEKIMETE�, TYP I 3X8 TIMBEK5 AT INTERIOR, IF I TIM13EK5 TO BEAR ON EXTER OK FRAME WALL, TYP. LlLiLIL LLLntU I I I I I I I I I I I I I I I I 1 A4.5 RIDGE HT 8122' -9" E I I I I TIMBER TKU55 RE: 2/14.1 TYPICAL ROOF A55EM13LY 1 A5.2 INSULATED HEADERS, T) I SILL OF WINDOW FLUSH W / COUNTERTOP ACOUSTIC GATT II.I!`1 II ATInKl KIM JUIt�) I t;) R -20 MIN FLOOR ELEVATIONS 0 TOP OF GYPCRETE, TYP CAREFULLY INSULATE CANTILEVERS WITH 512KAY FOAM TO SEAL JOINTS R -30 MIN A5.2 ED o UU L) RAFTERS RE: 5TRUC I ® - - - - EXPOSED 5TL BM ENTRY HALL A100 j I � I I I I I I o I I 0 - ICI -III I I 1 -1 I I III , I I I i III III I � :.:III III III III III III III -III III -III III III III III III III -I - III -III - III - III - III - III - III - III -I 1 =1 1 -1 1 =1 1 =1 I- III -I Ii I- I_ III 111 II—I -1I1 —I I I I 1 A4.3 4:12 0 FAMILY A302 ACOUSTIC 5ATT INSULATION BETWEEN FLOORS BED 1 A202 --% mmmool REFER TO SHEET A4.3 FOR TREAD AND HANDRAIL INFORMATION I I I I I I I I I I I I I I I I C B A I I I I RIDGE HT HEADER RE: 5TRUC I DECORATIVE TIMBER TRU55 - LOCATIONS RE: PLAN ACOUSTIC GATT INSULATION I I L w J Q 4:12 a UN EKFKAMED: MA CH PITCH I I (WALL TYPE -- I I IA T BATH I Ad10 I I LOOK TYPE -- - I WwWw'•'_••: IN f Safi 7 I W�i a.® we i �sm LJ D D O � a a � 0 4 D � o � o m ---------------------------------------------- - - - - -� BUILDING SECTION NOTES: I I 1. REFER TO A5.2 FOR TYPICAL BUILDING A55EM13LIE5, INCLUDING K- VALUES BY BUILDING COMPONENT. FOURTH FLOOR ELEVATION 8112' -0" THIRD FLOOR ELEVATION 8102' -0" SECOND FLOOR ELEVATION 8092' -0" 2. REFER TO STRUCTURAL INFORMATION FOR BUILDING ELEMENT CONSTRUCTION DETAILS. I I 3. FLOOR ELEVATIONS ARE TO TOP OF PLYWOOD OR TOP OF 5LA13, AS INDICATED. NOTE THAT FLOORS OVER WOOD FRAMING TO RECEIVE 1 -1/2" GYPCRETE TOPPING SLAB WITH HYDKONIC HEATING. COORDINATE FINISH FLOOR WITH CONTRACTOR /DEVELOPER. I 4. GARAGE MUST BE SEPARATED FROM ADJACENT DWELLING UNIT WITH A CONTINUOUS LAYER OF 5/8" TYPE "X" DKYWALL, MIN, WITH ALL 5EAM5 FILLED T.O. GARAGE SLAB WITH JOINT COMPOUND AND JOINT TAPE. i 8078' -0" I 5. STAIR INFORMATION 15 TO A5515T IN THE PRODUCTION OF SHOP DRAWING5 I BY THE STAIR 5UPPLIEK. 6. ELEVATOR TO 5E SUPPLIED BY ELEVATOR 5U13CONTRACTOK - COORDINATE j REQUIREMENTS PRIOR TO FRAMING. I L-------------------------------- - - - - -- - -J I 1 NORTH - SOUTH SECTION A4.1 SCALE: 1 /4" = 1' -0" Z Lu 2 E KITCHEN TON DESIGN REVIEW o AAOA 02 -14 -2014 O t 0, - = LL LL HU 04-08 -2014 Q J O z w � � w = 0 � m FAMILY A302 ACOUSTIC 5ATT INSULATION BETWEEN FLOORS BED 1 A202 --% mmmool REFER TO SHEET A4.3 FOR TREAD AND HANDRAIL INFORMATION I I I I I I I I I I I I I I I I C B A I I I I RIDGE HT HEADER RE: 5TRUC I DECORATIVE TIMBER TRU55 - LOCATIONS RE: PLAN ACOUSTIC GATT INSULATION I I L w J Q 4:12 a UN EKFKAMED: MA CH PITCH I I (WALL TYPE -- I I IA T BATH I Ad10 I I LOOK TYPE -- - I WwWw'•'_••: IN f Safi 7 I W�i a.® we i �sm LJ D D O � a a � 0 4 D � o � o m ---------------------------------------------- - - - - -� BUILDING SECTION NOTES: I I 1. REFER TO A5.2 FOR TYPICAL BUILDING A55EM13LIE5, INCLUDING K- VALUES BY BUILDING COMPONENT. FOURTH FLOOR ELEVATION 8112' -0" THIRD FLOOR ELEVATION 8102' -0" SECOND FLOOR ELEVATION 8092' -0" 2. REFER TO STRUCTURAL INFORMATION FOR BUILDING ELEMENT CONSTRUCTION DETAILS. I I 3. FLOOR ELEVATIONS ARE TO TOP OF PLYWOOD OR TOP OF 5LA13, AS INDICATED. NOTE THAT FLOORS OVER WOOD FRAMING TO RECEIVE 1 -1/2" GYPCRETE TOPPING SLAB WITH HYDKONIC HEATING. COORDINATE FINISH FLOOR WITH CONTRACTOR /DEVELOPER. I 4. GARAGE MUST BE SEPARATED FROM ADJACENT DWELLING UNIT WITH A CONTINUOUS LAYER OF 5/8" TYPE "X" DKYWALL, MIN, WITH ALL 5EAM5 FILLED T.O. GARAGE SLAB WITH JOINT COMPOUND AND JOINT TAPE. i 8078' -0" I 5. STAIR INFORMATION 15 TO A5515T IN THE PRODUCTION OF SHOP DRAWING5 I BY THE STAIR 5UPPLIEK. 6. ELEVATOR TO 5E SUPPLIED BY ELEVATOR 5U13CONTRACTOK - COORDINATE j REQUIREMENTS PRIOR TO FRAMING. I L-------------------------------- - - - - -- - -J I 1 NORTH - SOUTH SECTION A4.1 SCALE: 1 /4" = 1' -0" Z Lu 2 E 01 -02 -2014 TON DESIGN REVIEW o O 02 -14 -2014 O t 0, - CD progress set - 90% V M O HU 04-08 -2014 a D z w = t— U PROJECT NUMBER: 1304 DRAWN BY:SB O— YRIG -14 INTENTIONA —T—URE z y CV M N O 0 t -2 V > V n° m M u'1 X w J 0 W m 3 0 z - SIGNED 04/08/2014 �00 0 1--U J \ � N OD � a J i z� O z� oLo W N �06 z J 1 CV ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY:SB O— YRIG -14 INTENTIONA —T—URE BUILDING SECTIONS A4.1 n � ---------------------------------------------- - - - - -� BUILDING SECTION NOTES: 1. REFER TO A5.2 FOR TYPICAL BUILDING A55EM13LIE5, INCLUDING K- VALUES BY BUILDING COMPONENT. I 2. REFER TO STRUCTURAL INFORMATION FOR BUILDING ELEMENT CONSTRUCTION DETAILS. 5. FLOOR ELEVATIONS ARE TO TOP OF PLYWOOD OR TOP OF 5LA5, AS INDICATED. NOTE THAT FLOORS OVER WOOD FRAMING TO RECEIVE 1 -1/2" GYFCRETE TOPPING 5LA5 WITH HYDKONIC HEATING. COORDINATE FINISH FLOOR WITH CONTRACTOR/D EVE LOPE K. 4. GARAGE MUST BE SEPARATED FROM ADJACENT DWELLING UNIT WITH A CONTINUOUS LAYER OF 5/8" TYPE "X" DRYWALL, MIN, WITH ALL 5EAM5 FILLED WITH JOINT COMPOUND AND JOINT TAPE. 5. STAIR INFORMATION 15 TO A5515T IN THE PRODUCTION OF SHOP DKAWING5 BY THE STAIR SUPPLIER. i 6. ELEVATOR TO BE SUFFLIED BY ELEVATOR SUBCONTRACTOR - COORDINATE i REQUIREMENT5 PRIOR TO FRAMING. I I 1 SOUTH - NORTH SECTION A4.2 SCALE: 1 /4" = V -0" Z w M E 01 -02 -2014 TON DESIGN REVIEW �o O 02 -14 -2014 O t 0, - CD progress set - 90% V M O CD PERMIT ISSUE U a� Z w = t— U PROJECT NUMBER: 1304 DRAWN BY: SO O- YRIG -14 INTENTIONA -T-URE Z y CV M E m O V 0� t -6 V > V L C O a � M u'1 X Lu J w m 3 0 z O SIGNED 04/08/2014 �00 0 1--U J \ J � m � J W Z � O Z r- ::) V) <O 11 < Lo w N �06 Z \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO O- YRIG -14 INTENTIONA -T-URE BUILDING SECTIONS A4.2 i z 1 1 3 1 4 5 A4.2 A4.1 A4 4 I I I 1. REFER TO A5.2 FOR TYPICAL BUILDING A55EMBLIE5, INCLUDING R- VALUE5 13Y BUILDING COMPONENT. 2. REFER TO 5TRUCTURAL INFORMATION FOR BUILDING ELEMENT CON5TRUCTION DETAIL5. 5. FLOOR ELEVATIONS ARE TO TOP OF PLYWOOD OR TOP OF 5LAI3, A5 INDICATED. NOTE THAT FLOORS OVER WOOD FRAMING TO RECEIVE 1 -1/2" GYFCRETE TOPPING 5LAB WITH HYDRONIC HEATING. COORDINATE FIN15H FLOOR WITH CONTRACTOR /DEVELOPER. 4. GARAGE MUST 13E 5EFARATED FROM ADJACENT DWELLING UNIT WITH A CONTINUOU5 LAYER OF 5/8" TYPE "X" DRYWALL, MIN, WITH ALL 5EAM5 FILLED WITH JOINT COMPOUND AND JOINT TAPE. 5. 5TAIR INFORMATION 15 TO A5515T IN THE PRODUCTION OF 5HOF DRAWING5 5Y THE 5TAIR 5UPFLIER. 6. ELEVATOR TO 13E 5UPFLIED 13Y ELEVATOR 51-113CONTRACTOR - COORDINATE i REQUIREMENT5 PRIOR TO FRAMING. L--------------------- -- ------ ---- -- ---------- - - - - - - I 1 EAST -WEST SECTION A4.3 SCALE: 1 /4" = 1' -0" Z w M E 01 -02 -2014 TOY DESIGN REVIEW �o TON DESIGN REVIEW revised 02 -14 -2014 O t a 02 -19 -2014 CD progress set - 90% O CD PERMIT ISSUE U Z �- W t— U PROJECT NUMBER: 1304 DRAWN BY: SO ©C YRIGhT 4 IMEMIONA N Z CV M E m O V 0� w -6 V > V L C O a � M u'1 X Lu J w m 3 0 z O SIGNED 04/08/2014 �00 OU J \ J � m � J W Z � O Z r- ::) V) <O 11 < Lo w N �06 Z \J / N ISSUED FOR: DATE TOY DESIGN REVIEW 01 -02 -2014 TOY DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO ©C YRIGhT 4 IMEMIONA 1TEMT BUILDING SECTIONS A4.3 VALLEY BEYOND T.O. CONC WALL SLOPED HERE EDGE OF CONC WALL BEYOND A5. TIMBER TRU55 RE: 2/14.1 I Lu KITCHEN N J BdOd � I I BATH 4 B305 CLOS 4 B306 BED 2 8207 rik"06, A4.3 (11 HALL Bd01 ,001� MW 4:12 UNDEKFRAMED: MATCH PITCH F-- - - —I MAST BED Bd07 I I I I I I I I I I I I III III III III -III III �- III -I � I- III -I 11 -1 I� I - III =1 I =I I- III =I 11- - I I I- III -III- III -III- I = III - III - III -III -I �— III — III — III —III - III =1 I I =1 I I =1 I I I I �- III - III -I 11= -III = III -III -� I �- III - III -I I I - III =1 I I =1 11= I- III -III_ I -I 11 =1 11 =1 I I I I- III -III- I llh� — — �- III -I � I I. 111111111= I �IIIIII I I I I VIII I =1 I —T— —I-1 RIDGE 8130' -3" T.O. GARAGE 51-AB 8072' -0" REFER TO A4.1 AND A4.3 STAIR INFORMATION A I r 3 A5.2 �a FOURTH FLOOR ELEV (5) -I II II 1= 8106' -o" 4 I -I l �I I I III - III -I 11 =1 11 -III I I- 111_111- III - III -III- 1 1 � 111 =1 11 =1 11 =1 11 =1 11- 1 I- III -I 11 -1 I I -I I �_ I I III -I � I -III I C I A5.2 THIRD FLOOR ELEV (B) 8196' -D" SECOND FLOOR ELEV (B) 8086' -0" ---------------------------------------------- - - - - -- BUILDING SECTION NOTES: I � 1. REFER TO A5.2 FOR TYPICAL BUILDING ASSEMBLIES, INCLUDING R- VALUE5 BY BUILDING COMPONENT. 2. REFER TO STRUCTURAL INFORMATION FOR BUILDING ELEMENT CONSTRUCTION DETAILS. 3. FLOOR ELEVATIONS ARE TO TOP OF PLYWOOD OK TOP OF 5LA13, AS INDICATED. NOTE THAT FLOORS OVER WOOD FRAMING TO RECEIVE 1 -1/2" GYPCRETE TOPPING 5LA13 WITH HYDRONIC HEATING. COORDINATE FINISH FLOOR WITH CONTRACTOR /DEVELOPER. 4. GARAGE MUST BE SEPARATED FROM ADJACENT DWELLING UNIT WITH A CONTINUOUS LAYER OF 5/8" TYPE "X" DRYWALL, MIN, WITH ALL SEAMS FILLED WITH JOINT COMPOUND AND JOINT TAPE. 5. STAIR INFORMATION 15 TO ASSIST IN THE PRODUCTION OF SHOP DRAWINGS BY THE STAIR SUPPLIER. 6. ELEVATOR TO 5E SUPPLIED BY ELEVATOR 5U13CONTRACTOR - COORDINATE i REQUIREMENTS PRIOR TO FRAMING. L----------------------- --------- - - - - -- - -J 1 NORTH - SOUTH SECTION A4.4 SCALE: 1 /4" = V -0" Z w M E 01 -02 -2014 TON DESIGN REVIEW �o TON DESIGN REVIEW revised 02 -14 -2014 O t 0, 02 -19 -2014 BED V O HU IIIF= _== �1:::II_I ll F- a D B30d — — — — — — w = � —_ —_— JIF �� .III t— U PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIG -14 INTENTIONA -T-URE Z y CV M E 1 _ V O� w -6 V > V 11 F C O — — — II a � IF u'1 II =1 I III cam/ ir .III I- 4:12 UNDEKFRAMED: MATCH PITCH F-- - - —I MAST BED Bd07 I I I I I I I I I I I I III III III III -III III �- III -I � I- III -I 11 -1 I� I - III =1 I =I I- III =I 11- - I I I- III -III- III -III- I = III - III - III -III -I �— III — III — III —III - III =1 I I =1 I I =1 I I I I �- III - III -I 11= -III = III -III -� I �- III - III -I I I - III =1 I I =1 11= I- III -III_ I -I 11 =1 11 =1 I I I I- III -III- I llh� — — �- III -I � I I. 111111111= I �IIIIII I I I I VIII I =1 I —T— —I-1 RIDGE 8130' -3" T.O. GARAGE 51-AB 8072' -0" REFER TO A4.1 AND A4.3 STAIR INFORMATION A I r 3 A5.2 �a FOURTH FLOOR ELEV (5) -I II II 1= 8106' -o" 4 I -I l �I I I III - III -I 11 =1 11 -III I I- 111_111- III - III -III- 1 1 � 111 =1 11 =1 11 =1 11 =1 11- 1 I- III -I 11 -1 I I -I I �_ I I III -I � I -III I C I A5.2 THIRD FLOOR ELEV (B) 8196' -D" SECOND FLOOR ELEV (B) 8086' -0" ---------------------------------------------- - - - - -- BUILDING SECTION NOTES: I � 1. REFER TO A5.2 FOR TYPICAL BUILDING ASSEMBLIES, INCLUDING R- VALUE5 BY BUILDING COMPONENT. 2. REFER TO STRUCTURAL INFORMATION FOR BUILDING ELEMENT CONSTRUCTION DETAILS. 3. FLOOR ELEVATIONS ARE TO TOP OF PLYWOOD OK TOP OF 5LA13, AS INDICATED. NOTE THAT FLOORS OVER WOOD FRAMING TO RECEIVE 1 -1/2" GYPCRETE TOPPING 5LA13 WITH HYDRONIC HEATING. COORDINATE FINISH FLOOR WITH CONTRACTOR /DEVELOPER. 4. GARAGE MUST BE SEPARATED FROM ADJACENT DWELLING UNIT WITH A CONTINUOUS LAYER OF 5/8" TYPE "X" DRYWALL, MIN, WITH ALL SEAMS FILLED WITH JOINT COMPOUND AND JOINT TAPE. 5. STAIR INFORMATION 15 TO ASSIST IN THE PRODUCTION OF SHOP DRAWINGS BY THE STAIR SUPPLIER. 6. ELEVATOR TO 5E SUPPLIED BY ELEVATOR 5U13CONTRACTOR - COORDINATE i REQUIREMENTS PRIOR TO FRAMING. L----------------------- --------- - - - - -- - -J 1 NORTH - SOUTH SECTION A4.4 SCALE: 1 /4" = V -0" Z w M E 01 -02 -2014 TON DESIGN REVIEW �o TON DESIGN REVIEW revised 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D Z w = t— U PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIG -14 INTENTIONA -T-URE Z y CV M E m O V O� w -6 V > V L C O a � M u'1 X w J 0 W m 3 0 z O� r SIGNED 04/08/2014 �00 Ou J \ m � J w Z� 0 Z oll �Lo W N �06 Z� \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO ©- YRIG -14 INTENTIONA -T-URE BUILDING SECTIONS A4.4 Z w M E 01 -02 -2014 TOM DESIGN REVIEW �o TOM DESIGN REVIEW revised 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O HU 04-08 -2014 a D Z w = t— U PROJECT NUMBER: 1304 DRAWN BY: SO O- YRIG -14 INTENTIONA -T-URE Z y CV M E m O V 0� t -6 V > V L C O a � M u'1 SIGNED 04/08/2014 X Lu J w m 3 0 z V) 00 0 1--U J \ J � m � J W Z � O Z r- ::) V) <O 11 < Lo w N �06 Z \J / N ISSUED FOR: DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SO O- YRIG -14 INTENTIONA -T-URE BUILDING SECTIONS A4.5 mm Foll 7 I:.yGr7 I:i��r7 WHOM 7/8" GEMENTITIOUS STUCCO W/ ELEASTO- '`' MEDIC PAINT ON 2 LAYERS 30# BLDG PAPER. STONE VENEER PER ELEVATIONS I 'f (� I I/ HORIZONTAL SIDING: 2X8 WITH I I/ HORIZONTAL SIDING: 4/4 X 6 R5 WITH III �\ 118" GAP5 OVER VERTICAL 1X FURRING 1/8" GAR5 OVER HORIZ 2X2 FURRING WEATHER - RESISTANT BARRIER, TYP �\ ALIGNED WITH EACH STUD OVER 1X FURRING ALIGNED WITH EA STUD I LAP OVER FLA5HING5 AND TARE SLITS I I MADE FOR INSTALLATION OF WINDOW. OUTSIDE INSIDE INSIDE I I OUTSIDE INSIDE I OUTSIDE INSULATED HEADER RE: STRUC hI I 1/2" GAR AROUND WINDOW TRIM ' STONE VENEER ON POWDERCOATED ` \�\ TIMBER HEAD W/ SLOPED TOP - I\ SELF- ADHESIVE FLASHING TAPE j' STL ANGLE PER 5TRUC. 'll SIZE DEPENDS ON LOCATION II OVER FLANGE AT HEAD AND JAMBS �I I dI CAULK BTW NAIL FLANGE AND SHEATHING - moisture pathway AT HEAD AND JAM135 ONLY, NOT AT SILL WEER HOLES AND CORD I Ili �I I Y NO CAULK BETWEEN STUCCO AND FLASHING LAPPED UNDER WR13 y / moisture a HEAD FLASHING pathway 2X6 HEAD W /SLOPED TOR HEAD METAL FLASHING OVER STEEL LINTEL HEAD HEAD OR ANGLED AS SHOWN H EA D METAL FLASHING GAP AT HEAD, DO NOT 2X6 JAMB BEYOND CAULK. TIMBER JAMB BEYOND LOW- EXPANDING FOAM SEALANT AT SHIM 5PACE, TYP. STONE JAMB BEYOND �! El III JAMD TYPICAL WINDOW DETAILS @ STONE VENEER 3" = 1' -0" BACKER ROD AND SEALANT - COLOR TO MATCH STONE 5LOPED 51LL STONE - 2" THICK MIN, PROTRUDE FROM FACE OF STONE BY NO MORE THAN 1/2" STONE VENEER AT JAMB BACKER ROD AND SEALANT - COLOR TO MATCH STONE SLOPED SILL BELOW JII � CAULK AT SILL ONLY FLASHING 3X8 SILL W/ BEVELED TOR 3X8 JAMB STONE VENEER ON POWDERCOATED 5TL ANGLE PER 5TRUC. SILL BELOW TYPICAL WINDOW DETAILS @ HORIZ. WD 3" = 1' -0" 51LL JAMD CAULK AT SILL ONLY 2X6 SILL W/ SLOPED TOP AND FLASHING TYPICAL VERT SIDING TYPICAL VERT SIDING 2X6 JAMB ON EDGE 2X6 SILL BELOW TYPICAL WINDOW DETAILS @ VERT. WOOD 3" = 1' -0" G 51LL JAMD TYP WINDOW DETAILS @ STUCCO 3" = 1' -0" MANUFACTURED WINDOW UNIT - U -.30 OR BETTER. CAULK AT TOP OF STUCCO NO CAULK AT SILL NAIL FLANGE DRAINAGE MAT OR FLEXIBLE FLASHING PAN PER MANUFACTURER OVER WRB WEATHER - RESISTIVE BARRIER UNDER DRAINAGE MAT TYPICAL WINDOW FLA51NG DETAILS APPLY TO ALL SIDING TYPES, EXCEPT AS NOTED. NOTE: IT IS IMPORTANT TO ALLOW WATER A PATHWAY OUT IN ADDITION TO PREVENTING WATER FROM ENTERING THE WALL ASSEMBLY. ALL WINDOWS AND EXTERIOR DOORS MUST BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. LOW- EXPANDING FOAM AT SHIM SPACE (NOT SHOWN FOR CLARITY) WEATHER- RE5I5TIVE BARRIER, FOLDED AT JAM B PER M FR. SEALANT TAPE COMPATIBLE W/ WRB OVER NAIL FLANGE AND FASTENERS, OVER WRB CAULK CAULK Z Lu 2 E 01 -02 -2014 TON DESIGN REVIEW o � V O 02 -14 -2014 O N O t 0, - CD progress set - 90% V M O HU 04-08 -2014 a D Z w = t— U PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA -T-U"E Z y CV M E m o V 0 t -6 V V O n° m M X w J 0 W m 3 0 z SIGNED 04/08/2014 �00 0 1--U J U > � N J � m � J w Z � O Z r- ::) 0 011 Lo w N Z 06 J � CV ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA -T-U"E DETAILS A5.1 TYPICAL WOOD PARTY WALL A55EM13LY 1 -HOUR FIRE RATED 2 -2X6 5TUD WALLS W/50' DRYWALL EA SIDE (4 TOTAL LAYERS) ACOUSTICAL INSULATION 4 -3/4 "AIR SPACE JI CONTINUE GWB TO UNDERSIDE OF ROOF DECK 8 da u a. A�A PARTY WALL DETAILS 1.1/2 = 1' -0" RE: 5TRUG FOR T.O. WALL ELEVATIONS SEAL GAPS W /ACOUSTIC CAULK PT BOTTOM PLATE ON SILL SEAL C@ GONG, TYP TYPICAL CONCRETE PARTY WALL A55EM13LY 2 -2X4 STUD WALLS W/5/8" DRYWALL ONE SIDE ACOUSTICAL INSULATION SOLID KEINF CONCRETE WALL (RE: 5TRUC) (4+ HOUR RATED PER IBC TABLE 720.1(2) - 4.11) RAKE FASCIA DETAIL 1 -1/2" = 1' o.. GRID PER ROOF PLAN TYPICAL ROOF A55EM�LY ° ad 2 E a TON DESIGN REVIEW p � V a� 02 -14 -2014 a �° / M N 0 CD PERMIT ISSUE U a n . ya. Z �- W t— u Q 4, DRAWN BV: SO 0-- GHT2014 INTENTIONA y Z N M ROOF ASSEMBLY DETAILS AT STONE 1.1/2 = 1' -0" ROOF ASSEMBLY DETAILS AT FRONT PORCH 1 -1/2° = 1' Q BACKER ROD AND FLEXIBLE SEALANT PT BOTTOM PLATE ON SILL SEAL TYPICAL STONE VENEER A55EM13LY STONES TO BE LAID WITH 1 " -3" GAP5, MORTAR TO BE "SMEARED" FLUSH WITH FACE OF STONES, DO NOT RAKE JOINTS CONCRETE WATERPROOFING GRADE - SLOPE AWAY FROM BUILDING, TYP. STEEL LINTEL - POWDERCOAT OR PRIME VERTICAL SIDING ON 2X2 HORIZ BLOCKING AT 12" CTRS ON 1X3 VERTICAL FURRING PAINT EXPOSED ENDGKAIN AT BOTTOM, LEAVE 1" GAP MIN LAP WALL WP MEMBRANE OVER FLASHING AND ROOF WP MEMBRANE METAL FLASHING, BENT AS SHOWN, UNDER WALL WP MEMBRANE (2) 2X4 BLOCKING, RIPPED EA 51DE SELF- ADHERED BITUTHENE WATERPROOF MEMBRANE - RUN UP WALL 12" MIN UNDER WALL WP MEMBRANE FULL DEPTH RAFTERS: ADJUST 2X12 5UBFA5GIA AS SHOWN RAFTER ATTACHMENT AND SHEATHING RE: STRUC AIR SEALING NOTES APPLY EXPANDING SPRAY POLYURETHANE FOAM AT THE FOLLOWING LOCATIONS: 1. ALL EXP05ED SHEATHING PANEL JOINTS,; 2. RAFTER PENETRATIONS 3. BLOCKING JOINTS 4. EA SIDE OF STUDS @SHEATHING JOINTS 5. RIM J015T 6. SILL PLATES CONTRACTOR MUST DEMONSTRATE AIR LEAKAGE DOES NOT EXCEED MINIMUM LIMITS PER IECC 2012 WITH A BLOWER DOOR/AIK LEAKAGE TEST. SEE COVER SHEET FOR MORE DETAILS 0 a. o. a 40 a TYPICAL ROOF A55EM13LY GRID ASPHALT SHINGLES, WP MEMBRANE; 1/2" PLYWOOD AS NAIL BASE; 2 -1/2" LAYERS OF RIGID FOLY150 INSULATION BD (OFFSET AND TAPE ALL 5EAM5) R -18; 5/8 SHEATHING RE: 5TRUC; RAFTERS RE: 5TRUG WITH FULL DEPTH FIBERGLASS GATT INSULATION: K -38 + R -19 CERTAINTEED "MEM- BRAIN" VAPOR CONTROL LAYER, 518" DRYWALL WITH LATEX PAINT \ TOTAL ROOF INSULATION VALUE: K -75 \ \ 2X BLOCKING r , 1X6 T &G SOFFIT RAFTER TAILS CUT AS SHOWN 2X8 FASCIA ON 2X12 5U13FA5CIA I METAL DRIP FLASHING; LAP WP MEMBRANE OVER EDGE I I TYPICAL WALL ASSEMBLY DETAILS 1 -1/2" = 1' o.. TYPICAL WALL A55EMBLY EXTERIOR 51DING (VARIES); WP MEMBRANE, LAPPED OVER ALL FLA5HING5 ETC; PLYWOOD OR OSB SHEATHING PER 5TKUC; 2X6 WOOD STUDS WITH INSULATION CEKTAINTEED "MEMBRAIN" VAPOR CONTROL MEMBRANE; 5/8" DRYWALL WITH LATEX PAINT INSULATION: FULL -DEPTH "OPTIMA" BLOWN IN FIBERGLASS R -23 TYPICAL WOOD FLOOR ASSEMBLY FINISH MATERIAL PER PLAN (VERIFY W /DEVELOPER) 3/4" PLYWOOD (VERIFY) 1 -1/2" GYPCKETE TOPPING W/ HYDKONIC HEATING TUBES; FLOOR SHEATHING PER 5TKUC. FLOOR STRUCTURE W /ACOUSTIC GATT INSULATION; CEILING FIN15H MATERIAL - TYPICALLY 5/8" DRYWALL (NOTE GARAGE SHALL USE TYPE "X" DRYWALL TO ACHIEVE REQUIRED FIRE SEPARATION TYPICAL WALL A5SEMBLY 9 FOUNDATION SPRAY- APPLIED DAMPPROOFING; CONCRETE WALL RE: 5TRUC 1" GAP 2X4 WOOD STUD WALL WITH INSULATION WP MEMBRANE, LAPPED OVER ALL FLA5HING5 ETC; CERTAINTEED "MEMBRAIN" VAPOR CONTROL MEMBRANE; 5/8" DRYWALL WITH LATEX PAINT INSULATION: FULL -DEPTH (4 -1/2) "OPTIMA" BLOWN IN FIBERGLASS K -19 5PKAY APPLIED POLYURETHANE INSULATION AT PERIMITEK FLOOR FRAMING TYPICAL CONCRETE FLOOR ASSEMBLY CONCRETE SLAB WITH HYDKONIC HEAT TUBES FIN15H PER PLAN (VERIFY W/ DEVELOPER); RIGID INSULATION - 2" EP5 OR 2" 5PRAY- APPLIED HIGH DENSITY (2PCF) POLYURETHANE VAPOR BARRIER (MAY BE OMITTED IF SPRAY FOAM 15 USED) FREE - DRAINING GRAVEL LAYER PER SOILS REPORT/5TRUC INSULATION MINIMUMS: 5UB5LA6 RIGID INSULATION - R -10 MIN 5LAI3 EDGE INSULATION - R -5 MIN FILTER FABRIC FOUNDATION DRAINAGE IN GRAVEL DAMPPROOFING AS CAPILLARY BREAK RIGID INSULATION AT SLAB EDGE; R -5 MIN FOOTER RE: 5TKUC Z ad 2 E a TON DESIGN REVIEW p � V a� 02 -14 -2014 / �° as M N 0 CD PERMIT ISSUE U a n . ya. Z �- ROOF ASSEMBLY DETAILS AT STONE 1.1/2 = 1' -0" ROOF ASSEMBLY DETAILS AT FRONT PORCH 1 -1/2° = 1' Q BACKER ROD AND FLEXIBLE SEALANT PT BOTTOM PLATE ON SILL SEAL TYPICAL STONE VENEER A55EM13LY STONES TO BE LAID WITH 1 " -3" GAP5, MORTAR TO BE "SMEARED" FLUSH WITH FACE OF STONES, DO NOT RAKE JOINTS CONCRETE WATERPROOFING GRADE - SLOPE AWAY FROM BUILDING, TYP. STEEL LINTEL - POWDERCOAT OR PRIME VERTICAL SIDING ON 2X2 HORIZ BLOCKING AT 12" CTRS ON 1X3 VERTICAL FURRING PAINT EXPOSED ENDGKAIN AT BOTTOM, LEAVE 1" GAP MIN LAP WALL WP MEMBRANE OVER FLASHING AND ROOF WP MEMBRANE METAL FLASHING, BENT AS SHOWN, UNDER WALL WP MEMBRANE (2) 2X4 BLOCKING, RIPPED EA 51DE SELF- ADHERED BITUTHENE WATERPROOF MEMBRANE - RUN UP WALL 12" MIN UNDER WALL WP MEMBRANE FULL DEPTH RAFTERS: ADJUST 2X12 5UBFA5GIA AS SHOWN RAFTER ATTACHMENT AND SHEATHING RE: STRUC AIR SEALING NOTES APPLY EXPANDING SPRAY POLYURETHANE FOAM AT THE FOLLOWING LOCATIONS: 1. ALL EXP05ED SHEATHING PANEL JOINTS,; 2. RAFTER PENETRATIONS 3. BLOCKING JOINTS 4. EA SIDE OF STUDS @SHEATHING JOINTS 5. RIM J015T 6. SILL PLATES CONTRACTOR MUST DEMONSTRATE AIR LEAKAGE DOES NOT EXCEED MINIMUM LIMITS PER IECC 2012 WITH A BLOWER DOOR/AIK LEAKAGE TEST. SEE COVER SHEET FOR MORE DETAILS 0 a. o. a 40 a TYPICAL ROOF A55EM13LY GRID ASPHALT SHINGLES, WP MEMBRANE; 1/2" PLYWOOD AS NAIL BASE; 2 -1/2" LAYERS OF RIGID FOLY150 INSULATION BD (OFFSET AND TAPE ALL 5EAM5) R -18; 5/8 SHEATHING RE: 5TRUC; RAFTERS RE: 5TRUG WITH FULL DEPTH FIBERGLASS GATT INSULATION: K -38 + R -19 CERTAINTEED "MEM- BRAIN" VAPOR CONTROL LAYER, 518" DRYWALL WITH LATEX PAINT \ TOTAL ROOF INSULATION VALUE: K -75 \ \ 2X BLOCKING r , 1X6 T &G SOFFIT RAFTER TAILS CUT AS SHOWN 2X8 FASCIA ON 2X12 5U13FA5CIA I METAL DRIP FLASHING; LAP WP MEMBRANE OVER EDGE I I TYPICAL WALL ASSEMBLY DETAILS 1 -1/2" = 1' o.. TYPICAL WALL A55EMBLY EXTERIOR 51DING (VARIES); WP MEMBRANE, LAPPED OVER ALL FLA5HING5 ETC; PLYWOOD OR OSB SHEATHING PER 5TKUC; 2X6 WOOD STUDS WITH INSULATION CEKTAINTEED "MEMBRAIN" VAPOR CONTROL MEMBRANE; 5/8" DRYWALL WITH LATEX PAINT INSULATION: FULL -DEPTH "OPTIMA" BLOWN IN FIBERGLASS R -23 TYPICAL WOOD FLOOR ASSEMBLY FINISH MATERIAL PER PLAN (VERIFY W /DEVELOPER) 3/4" PLYWOOD (VERIFY) 1 -1/2" GYPCKETE TOPPING W/ HYDKONIC HEATING TUBES; FLOOR SHEATHING PER 5TKUC. FLOOR STRUCTURE W /ACOUSTIC GATT INSULATION; CEILING FIN15H MATERIAL - TYPICALLY 5/8" DRYWALL (NOTE GARAGE SHALL USE TYPE "X" DRYWALL TO ACHIEVE REQUIRED FIRE SEPARATION TYPICAL WALL A5SEMBLY 9 FOUNDATION SPRAY- APPLIED DAMPPROOFING; CONCRETE WALL RE: 5TRUC 1" GAP 2X4 WOOD STUD WALL WITH INSULATION WP MEMBRANE, LAPPED OVER ALL FLA5HING5 ETC; CERTAINTEED "MEMBRAIN" VAPOR CONTROL MEMBRANE; 5/8" DRYWALL WITH LATEX PAINT INSULATION: FULL -DEPTH (4 -1/2) "OPTIMA" BLOWN IN FIBERGLASS K -19 5PKAY APPLIED POLYURETHANE INSULATION AT PERIMITEK FLOOR FRAMING TYPICAL CONCRETE FLOOR ASSEMBLY CONCRETE SLAB WITH HYDKONIC HEAT TUBES FIN15H PER PLAN (VERIFY W/ DEVELOPER); RIGID INSULATION - 2" EP5 OR 2" 5PRAY- APPLIED HIGH DENSITY (2PCF) POLYURETHANE VAPOR BARRIER (MAY BE OMITTED IF SPRAY FOAM 15 USED) FREE - DRAINING GRAVEL LAYER PER SOILS REPORT/5TRUC INSULATION MINIMUMS: 5UB5LA6 RIGID INSULATION - R -10 MIN 5LAI3 EDGE INSULATION - R -5 MIN FILTER FABRIC FOUNDATION DRAINAGE IN GRAVEL DAMPPROOFING AS CAPILLARY BREAK RIGID INSULATION AT SLAB EDGE; R -5 MIN FOOTER RE: 5TKUC Z Lu 2 E 01 -02 -2014 TON DESIGN REVIEW p � V O 02 -14 -2014 o 5 a o -, - CD progress set - 90% M N 0 CD PERMIT ISSUE U a n Z �- W t— u PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA y Z N M E m O O w -6 V > V L 'T O a � M u'1 U X w J 0 W m 3 0 z Lo cc) OU J U 1 � N J � m a J w T Z � 0 Zr- ::) V) O 11 Lo Q� N w N �— 06 Z \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT2014 INTENTIONA —T—UR DETAILS A5.2 HEAD DETAIL AT GARAGE DOOR 1-1/2" = , -o„ i i ROOF /WALL INTERSECTION AT STONE PARAPET 1 -1 /2" = V-o„ STONE VENEEK STEEL COLUMN RE: 5TKUC WF MEMt3KANE, TYF FLASHING AT TOF OF FLANGE W/ WEEF5 AS REQUIRED WF BEAM RE: 5TRUC RECESSED EXTERIOR LIGHT FIXTURE RE: ELEC FLAN T &G CEDAK STONE RETURN BEYOND 3" THICK STONE TOF CAF - 5LOFE TO DRAIN TO SIDES TYPICAL STONE VENEER SELF - ADHESIVE BITUTHENE WATERFKOOFING OVER TOF OF CONCRETE WALL WEEP COKD /HOLES AT BOTTOM COURSE, TYF METAL FLASHING (4) 2X6 - WRAF ROOF WF MEM13KANE OVER TOF FLEXIBLE CAULK AS FILLET AT TOP AND BOTTOM OF 2X6 BUCK TYPICAL ROOF ASSEMBLY WITH FULLY - ADHERED WF MEMBKANE ROOF STRUCTURE (SHOWN) - SIMILAR DETAIL AT OVERFRAMED AREAS ZLU/ DATE M E 01 -02 -2014 �/ Ili ^ O O V O 02 -14 -2014 O b 7 � 02 -19 -2014 CD progress set - 90% V CD PERMIT ISSUE 04-08 -2014 O L Z H E U-1 = PROJECT NUMBER: 1304 � V ARCHITECTURE Z y Vim( ` N M � 1 I I I I I I I I I I I I I I I I I I I I I HEAD DETAIL AT GARAGE DOOR 1-1/2" = , -o„ i i ROOF /WALL INTERSECTION AT STONE PARAPET 1 -1 /2" = V-o„ STONE VENEEK STEEL COLUMN RE: 5TKUC WF MEMt3KANE, TYF FLASHING AT TOF OF FLANGE W/ WEEF5 AS REQUIRED WF BEAM RE: 5TRUC RECESSED EXTERIOR LIGHT FIXTURE RE: ELEC FLAN T &G CEDAK STONE RETURN BEYOND 3" THICK STONE TOF CAF - 5LOFE TO DRAIN TO SIDES TYPICAL STONE VENEER SELF - ADHESIVE BITUTHENE WATERFKOOFING OVER TOF OF CONCRETE WALL WEEP COKD /HOLES AT BOTTOM COURSE, TYF METAL FLASHING (4) 2X6 - WRAF ROOF WF MEM13KANE OVER TOF FLEXIBLE CAULK AS FILLET AT TOP AND BOTTOM OF 2X6 BUCK TYPICAL ROOF ASSEMBLY WITH FULLY - ADHERED WF MEMBKANE ROOF STRUCTURE (SHOWN) - SIMILAR DETAIL AT OVERFRAMED AREAS ZLU/ DATE M E 01 -02 -2014 �/ Ili ^ O O V O 02 -14 -2014 O b 7 � 02 -19 -2014 CD progress set - 90% V CD PERMIT ISSUE 04-08 -2014 O L Z H E U-1 = PROJECT NUMBER: 1304 � V ARCHITECTURE Z y Vim( ` N M ^ E co O V 0� } 3 s � o c O a c .`s a M �n 3 X W J 0. D 0 oe w m 3 0 z Lo 00 oU J J � m � J w T Z � o Z c V) w N H od Z \J / 04 ISSUED FOR DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 O RAWN BV: SO 000PVRI -2014 1-10N ARCHITECTURE DETAILS A5.3 FIREPLACE: 30 KBTU 37 CFH 75' EXT LIGHT BBQ: 75 KBTU 95 CFH 105' BATH FAN EXH FLUES ABOVE (51DEWALL) Q d- BATH EXH ilil�l ililil 3/4 GAS RANGE j1AS 120 KBTU FIREFFLACE 149 CFH 60 KBTU I GAS 95' 74 CFH 11I 65' UNIT A (EAST) RANGE HOOD EXHAUST 4 FOURTH FLOOR RANGE HOOD EXHAUST 1/8" - V_01. 1 -1/4" PIA GAS FIFE OF r i O � � O i s � � fl BATH FAN EXH DUCTS DRYER EXHAUST DUCT - - - - -- UNIT A (EAST) 3 THIRD FLOOR 1/8" = 1, -0" II I, II II BATH EXH lililil �I O co - L! lililil I i I q GA5 3/4" GAS RANGE FIREFFLACE 120 KBTU 60 KBTU 149 CFH 74 CFH 90' GAS I 65 1" UNIT B (WEST) �- 1 -1/4" DIA GAS FIFE UP O O � I DRYER EXH DUCT BATH FAN EXH DUCTS UNIT B (WEST) GENERAL NOTES - MECHANICAL INFORMATION 1. TH15 15 A SCHEMATIC MECHANICAL FLAN, MEANT TO DEPICT CONCEPTUAL GAS PIPING LOCATIONS AND SIZES. 2. HEAT L055 AND HYDRONIC PLAN INFORMATION (RADIANTWORK5 REPORT, ATTACHED) PROVIDED 13Y: GEORGE T. SANDERS COMPANY 191 W 9TH STREET 51LVERTHORNE, CO 80409 CONTACT: BRENT HETTINGER (970) 468 -8254 3. EXHAUST FAN LOCATIONS ARE SHOWN ON PLANS 4. TYPICAL GAS FIFING MATERIAL: 5CHED. 40 BLACK IRON PIPE WITH MALLEABLE STEEL FITTINGS. GAS PIPING AND EQUIPMENT LOAD 51ZING INFORMATION PROVIDED BY: BRIAN NAGEL, FLUM13EK (970) 376 -2566 GAS ! GAS LINE + PIPE DIAMETER -� -� EXHAUST DUCT OR FLUE AS LABELED GAS PIPING AND SIZING INFORMATION EQUIPMENT MBH CFH BOILER FIREPLACE: 217 30 KBTU 60 37 CFH FIREPLACE 2 75' 37 EXT LIGHT 120 BATH EXH BBQ BBQ: O GA5 75 K5TU I 3/4 95 CFH _ 100' 19,071 VA 3,000VA @ 100% 3,000 VA FF FLUES A 3,000 VA 16,023 VA - 3,000 = 13,023 VA 16,023 VA - 3,000 = Q 035% = 4,558 VA 035% = 5,625 VA lililil �I O co - L! lililil I i I q GA5 3/4" GAS RANGE FIREFFLACE 120 KBTU 60 KBTU 149 CFH 74 CFH 90' GAS I 65 1" UNIT B (WEST) �- 1 -1/4" DIA GAS FIFE UP O O � I DRYER EXH DUCT BATH FAN EXH DUCTS UNIT B (WEST) GENERAL NOTES - MECHANICAL INFORMATION 1. TH15 15 A SCHEMATIC MECHANICAL FLAN, MEANT TO DEPICT CONCEPTUAL GAS PIPING LOCATIONS AND SIZES. 2. HEAT L055 AND HYDRONIC PLAN INFORMATION (RADIANTWORK5 REPORT, ATTACHED) PROVIDED 13Y: GEORGE T. SANDERS COMPANY 191 W 9TH STREET 51LVERTHORNE, CO 80409 CONTACT: BRENT HETTINGER (970) 468 -8254 3. EXHAUST FAN LOCATIONS ARE SHOWN ON PLANS 4. TYPICAL GAS FIFING MATERIAL: 5CHED. 40 BLACK IRON PIPE WITH MALLEABLE STEEL FITTINGS. GAS PIPING AND EQUIPMENT LOAD 51ZING INFORMATION PROVIDED BY: BRIAN NAGEL, FLUM13EK (970) 376 -2566 GAS ! GAS LINE + PIPE DIAMETER -� -� EXHAUST DUCT OR FLUE AS LABELED GAS PIPING AND SIZING INFORMATION EQUIPMENT MBH CFH BOILER 175 217 FIREPLACE 1 60 74 FIREPLACE 2 30 37 RANGE 120 149 BBQ 75 93 SUBTOTAL 460 560 *BASED ON GAS VALUE OF 808 BTU /CU.FT. TH15 TABLE REPRESENTS 1 SIDE OF DUPLEX - 50TH SIDES HAVE IDENTICAL APPLIANCES AND GAS REQUIREMENTS UNIT A (EAST) r i E O O I \ BATH FAN EXH DUCTS D L- - - - - - - - - - - - - 2 SECOND FLOOR UNIT B (WEST) 1 -1/4" PIA GAS PIPE UP r � O n 1/8" = V-0" ill 11 Li BATH FAN EXH DUCTS 1/8" = V-01. ELECTRICAL LEGEND a RECESSED CAN LIGHT (OUTDOOR RATED) ELECTRICAL LOAD CALCULATIONS: 51DE A (E - 3841 5F) BRACKET - MOUNTED EXTERIOR LIGHT O CARBON MONOXIDE DETECTOR / ALARM O SMOKE DETECTOR / ALARM a EXHAUST FAN 4P POWER OUTLET (COORDINATE WITH EQUIP REQUIREMENTS) ELECTRICAL LOAD CALCULATIONS LU 2 E ELECTRICAL LOAD CALCULATIONS: 51DE A (E - 3841 5F) ELECTRICAL LOAD CALCULATIONS: SIDE 5 (W - 4857 5F) GENERAL LIGHTING 11,523 VA GENERAL LIGHTING 14,571 VA SMALL APPLIANCE 3,000 VA SMALL APPLIANCE 3,000 VA LAUNDRY 1.500 VA LAUNDRY 1.500 VA TOTAL 16,023 VA TOTAL 19,071 VA 3,000VA @ 100% 3,000 VA 3,000VA @ 100% 3,000 VA 16,023 VA - 3,000 = 13,023 VA 16,023 VA - 3,000 = 13,023 VA 035% = 4,558 VA 035% = 5,625 VA NET LOAD 8,558 VA NET LOAD 8,625 VA RANGE 8,000 VA RANGE 8,000 VA HOT TUB 8,000 VA HOT TUB 8,000 VA DRYER 5,000 VA DRYER 5,000 VA ADD'L SMALL AFFLIANCE5 3,000 VA ADD'L SMALL APPLIANCES 3,000 VA HEAT TAPE 1,000 VA HEAT TAPE 1,000 VA STEAM SHOWER 4,500 VA STEAM SHOWER 4,500 VA TOTAL 38,058 VA TOTAL 38,125 VA 1240 V = 158.5 A /240 V = 159 A 200 AMF 5EKVICE REQUIRED °- .� 200 AMF SERVICE REQUIRED ELEC METER LOCATION GAS METER LOCATION GENERAL NOTES - ELECTRICAL PLAN 1. TH15 15 A PARTIAL ELECTRICAL PLAN - INTERIOR LIGHTING, SWITCHES, OUTLETS, ETC. SHALL BE FIELD - COORDINATED BY THE CONTRACTORS CH05EN ELECTRICAL 5U13CONTRACTOR. ALL ELECTRICAL WORK SHALL COMPLY WITH CURRENT CODE. 2. SMOKE AND CARBON MONOXIDE DETECTORS SHALL 5E PLACED ACCORDING TO CURRENT CODE. 3. VERIFY ALL SWITCH AND FIXTURE LOCATIONS WITH CONTRACTOR AT ROUGH -IN. GENERALLY, LIGHTS SHALL 5E CENTERED IN THEIR RESFECTIVE SPACES AND ALIGNED AS INDICATED ON FLAN. 4. ELECTRICAL LOAD CALCULATIONS ON TH15 SHEET WERE PROVIDED BY: DANIGI ELECTRIC FO BOX 7246 BRECKENKIDGE, GO 80424 CONTACT: DAVE NOVAK (970) 390 -1173 5. 75% MINIMUM OF LIGHT FIXTURES MUST 5E HIGH - EFFICACY (L.E.D., FOR EXAMPLE) LIGHTING TO COMPLY WITH REQUIREMENTS OF IEGG 2012, AS ADOPTED 5Y THE TOWN OF VAI L. 6. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINARIES SHALL BE IC -RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH A5TM -E 283 AT 1.57 F5F FKE55UKE DIFFERENTIAL. ALL RECESSED LUMINARIES SHALL BRE SEALED WITH A GASKET OR CAULK 5ETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. 7. TYPICAL SWITCH HEIGHT = 46" AFF TO CENTERLINE OF BOX 8. TYPICAL OUTLET HEIGHT = 12" AFF TO CENTERLINE OF BOX 9. ALL NEW CAN LIGHTS TO BE 4" DIAMETER UNITS - REPLACE ALL EX15TING CAN LIGHTS IN CEILING TO MATCH. Z LU 2 E 01 -02 -2014 N O O V TON DESIGN REVIEW revised 02 -14 -2014 O ° } 0, 02 -19 -2014 CD progress set- 90% V O t CD PERMIT ISSUE V a� 6 Z I- W U PROJECT NUMBER: 1304 DRAWN BY: SB ®CO- GHT2014 INTENiIONHRCHITECIOPE Z N Q - 04 M co O O V � U -Q V } V °- .� o M Lo X w J a D DC Ify w m 3 0 z F J a SIGNED 04/08/2014 Lo oc) 0 j__U J CT � N m= a J W Z Z c Z:) V) 0 I ::E Lo ly N W N Z 06 J CV ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TOY DESIGN REVIEW revised 02 -19 -2014 CD progress set- 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SB ®CO- GHT2014 INTENiIONHRCHITECIOPE ELECTRICAL AND MECHANICAL PLANS EM2* I DESIGN CRITERIA: SNOWBERRY DUPLEX JOB #: 1402 -06 Roof Live Load (Snow) -------------------------- - - - - -- 80/100 psf Roof Dead Load ------------------------------ - - - - -- 15 psf Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load ------------------------------ - - - - -- 35 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /IRC Edition ------------------------------ - - - - -- 2012 SPECIAL INSPECTIONS: a. No special structural inspections are required. Periodic observations of construction by the structural engineer are not considered to be special inspections. FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2500 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure of 50 pcf. The areas between the foundation and permanent soil nailed wall have been designed using a lateral pressure of 13H. C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report 114 017A by HP GEOTECH. The contractor shall follow the construction requirements from this same report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. Provide crawl space ventilation per IBC /IRC requirements. g. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from original findings to structural engineer for re- evaluation of foundation design. h. Backfill around and above structural buttresses and retaining walls shall be compaction- tested per the recommendations of the geotechnical engineer. i. Do not backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. j. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2012 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -II sulfate- resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 10' -0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1 /2" B. #6 through #18 bar 2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be " Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 INCH -POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. C. Built -up posts shall consist of Douglas Fir -Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails © 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure- treated Hem Fir #2. f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, shall have a continuous waterproof membrane between the concrete and the wood. g. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening Schedule" on the drawings (2012 IBC Table 2304.9.1). i. Bolts used for wood framing connections shall be installed with standard washers and nuts. j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. k. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. I. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to BCI 6000 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. OSB rims shall be APA Performance Rated Rim Board material. M. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress --------------------- - - - - -- 2600 psi 2. Modulus of elasticity ----------------- - - - - -- 1,900,000 psi 3. Tension parallel to grain --------------- - - - - -- 1850 psi 4. Compression parallel to grain ----------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) 750 psi 6. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams i) For two or three member beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" o.c. STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4 "0 unless noted otherwise. d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum number of 3/4 "O bolts called for in Table 10 -1 or combination bolts and welds in Table 10 -2 of the AISC Manual (Thirteenth Edition). e. Expansion bolts shall be wedge type " Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1. Y2 "0 ----- - - - - -- 2Y2„ 2. % "0 - - - - -- - - - - 3" 3. 3/4"0 ----- - - - - -- 4„ f. All welding shall be done by an AWS qualified welder. g. Delay painting within 3" of field welds until welds are completed. h. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. L All grout beneath column base plates and steel beams at bearing shall be non - shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STONE /BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: 1. Openings to 4' -0" ----------- - - - - -- 3Y2" x 3Y2" x Y4" 2. Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3Y2" x Y4" 3. Openings 6' -1" to 8' -0" - - - - - - - - - - - - - 5" x 3Y2" x Y4" 4. Openings 8' -1" to 10' -0" ------ - - - - -- 6" x 3Y2" x 5/16" (Multiple angles shall be oriented back -to -back) C. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured wood joists and glue -lam beams to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. C. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. All waterproofing and flashing is the responsibility of the architect and contractor. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. h. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2012 IBC FASTENING SCHEDULE* iii) For members consisting of more than four members, contact structural CONNECTION engineer. p. All lumber used in construction shall have a maximum moisture content of 19 %. q. Unless made of treated or naturally decay- resistant wood, all deck beams and joists (including glue -lams) wider than 11/2" shall be sealed and flashed at the top surface per architect. r. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or approved equivalent. Fastener and load size shall be determined according to manufacturers recommendations for materials being attached. S. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12' -6 ", 2x6 2 - 3" x 0.131" nail studs Cam? 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs © 16" to a SIMPSON maximum height of 17' -4" unless otherwise noted. Walls taller than 17' -4" shall LVL be framed with manufactured laminated studs. Contact engineer for spacing 16d at 16" o.c. requirements, if not indicated on plan. Cap with a double top plate installed to -16d provide overlapping at corners and at intersections with other partitions. If overlap 10dx1Y2 is not possible, strap top plates with metal strap ties (Simpson ST292 or 3" 14 gage staple at 12" o.c. equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall braced wall panels trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the MAT'L studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, 2 - 16d common at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d BOT. nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3) -2x10 headers over all door and window openings, with one 2x6 trimmer 3 - 3" 14 gage staple and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to width toenail of bearing member unless noted otherwise. 2. Interior Load Bearing Walls: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) © 16" O.C. 3 - 3" 14 gage staple with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double 0 top plate installed to provide overlapping at corners and at intersections with other end nail partitions. If overlap is not possible, strap top plates with metal strap ties 3 - 3" x 0.131" nail (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the OPENING studs beneath. C. Provide (2) -2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer ORIENTED STRAND BOARD and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple -stud posts equal to width 3" 14 gage staple at 8" o.c. of bearing member unless noted otherwise. 3. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, 3" x 0.131" nail at 12" o.c. exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along POCKET panel edges and at 12" along intermediate supports. Install sheathing with long 10dx1Y2 dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material NOT USED shall match the floor joist material. 4. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install 11. Blocking between joist or rafters sheathing with long dimension perpendicular to rafters or trusses and end joints toenail staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along 3 - 3" x 0.131" nail intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members (2) -10d (rafters or trusses) below overframed areas to provide adequate lateral stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. KO See nailing schedule. D. Provide solid blocking between roof rafters and lookouts at all bearing locations. 3" 14 gage staple at 6" o.c. Blocking material shall match rafter, truss chord, or lookout material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and 3 - 3" x 0.131" nail are indicated as shear walls on plan have been designed to resist wind forces in MIT35 11.88 -2 accordance with Table 2306.7 of the 2012 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom 16d common plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by toenail engineer. STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4 "0 unless noted otherwise. d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum number of 3/4 "O bolts called for in Table 10 -1 or combination bolts and welds in Table 10 -2 of the AISC Manual (Thirteenth Edition). e. Expansion bolts shall be wedge type " Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1. Y2 "0 ----- - - - - -- 2Y2„ 2. % "0 - - - - -- - - - - 3" 3. 3/4"0 ----- - - - - -- 4„ f. All welding shall be done by an AWS qualified welder. g. Delay painting within 3" of field welds until welds are completed. h. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. L All grout beneath column base plates and steel beams at bearing shall be non - shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STONE /BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: 1. Openings to 4' -0" ----------- - - - - -- 3Y2" x 3Y2" x Y4" 2. Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3Y2" x Y4" 3. Openings 6' -1" to 8' -0" - - - - - - - - - - - - - 5" x 3Y2" x Y4" 4. Openings 8' -1" to 10' -0" ------ - - - - -- 6" x 3Y2" x 5/16" (Multiple angles shall be oriented back -to -back) C. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured wood joists and glue -lam beams to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. C. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. All waterproofing and flashing is the responsibility of the architect and contractor. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. h. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2012 IBC FASTENING SCHEDULE* *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE CONNECTION FASTENING a, b A.F.F. 1. Joist to sill or girder 3 - 8d common toenail JOIST 3 - 3" x 0.131" nail SIMPSON H5 3 - 3" 14 gage staple - 2. Bridging to joist 2 - 8d common toenail each end (4) -8d 2 - 3" x 0.131" nail © SIMPSON 2 - 3" 14 gage staple LVL 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail -16d 3" x 0.131" nail at 8" o.c. 10dx1Y2 © 3" 14 gage staple at 12" o.c. ITS2.37/11.88 Sole plate to joist or blocking at braced 3 - 16d er 16" p braced wall panels wall panel (4) -3" x 0.131" nail per 16" - MAT'L (4) -3" 14 gage staple per 16" SIMPSON 7. Top plate to stud 2 - 16d common end nail BOT. 3 - 3" x 0.131" nail -10d - 3 - 3" 14 gage staple BOTTOM OF WALL 8. Stud to sole plate 4 - 8d common toenail - 4 - 3" x 0.131" nail (10) -10d 3 - 3" 14 gage staple 10dx1Y2 0 2 - 16d common end nail 0. C. 3 - 3" x 0.131" nail (12) -10d 3 - 3" 14 gage staple OPENING 9. Double Studs 16d at 24" o.c. face nail ORIENTED STRAND BOARD 3" x 0.131" nail at 8" o.c. CEILING (20)- 3" 14 gage staple at 8" o.c. (2)- 10. Double top plates 16d at 16" o.c. typical face nail MIU2.56/11 3" x 0.131" nail at 12" o.c. - POCKET 3" 14 gage staple at 12" o.c. 10dx1Y2 Double top plates 8 - 16d common lap splice NOT USED 12 -3 "x0.131 "nail - CONN. 12 - 3" 14 gage staple typical face nail REF. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail CONST. (4) -10d 3 - 3" 14 gage staple (2) -10d 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail KO 3" x 0.131" nail at 6" o.c. LUS210 REV. 3" 14 gage staple at 6" o.c. DBL. 13. Top plates, laps and intersections 2 - 16d common face nail DET. 3 - 3" x 0.131" nail SIMPSON MIT35 11.88 -2 3 - 3" 14 gage staple (4)- 10dx1Y2 14. Continuous header, two pieces 16d common 16" o.c. along edge 16. Continuous header to stud 4 - 8d common toenail 19. Rafter to plate 3 - 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nail 3 - 3" 14 gage staple (12) 23. Built -up corner studs 16d common 24" o.c. 0 3" x 0.131" nail 16" o.c. ELEV. 3" 14 gage staple 16" o.c. 29. Joist to band joist 3 - 16d common face nail HB5.50/11.88 5 - 3" x 0.131" nail (6) -16d EQUIPMENT 5 - 3" 14 gage staple -16d NOTES: For Sk 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Staples shall have a minimum crown width of 7/16 inch. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE - TREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. ABBREVIATION LIST A. B. CONNECTION SCHEDULE LAM. TOP A.F.F. ABOVE FINISHED FLOOR FACE LONG LEG HORIZONTAL JOIST 0 SIMPSON H5 ADJ. - LONGIT. (4) -8d ANCH. (4) -8d LTWT. © SIMPSON U14 LVL - ARCH. (14) -16d (6)- 10dx1Y2 © SIMPSON ITS2.37/11.88 BLDG. (4) -10d MECH. (2) -10d BLKG. - MAT'L MATERIAL SIMPSON IUS2.37/11.88 MANUF. - BOT. (10) -10d - B.O.W. BOTTOM OF WALL SIMPSON LSSU125 BRG. - NOM. (10) -10d (7)- 10dx1Y2 0 SIMPSON LS90 0. C. ON CENTER (12) -10d OPNG. OPENING © SIMPSON MIU4.75/11 ORIENTED STRAND BOARD - CEILING (20)- 10dx1Y2 (2)- 10dx1Y2 PLYWD. SIMPSON MIU2.56/11 CLEARANCE - POCKET (20)- 10dx1Y2 (2)- 10dx1Y2 10 NOT USED RAD. - CONN. - REF. - CONT. 0 SIMPSON ITS2.56/11.88 CONST. (4) -10d REQ'D (2) -10d C. P. - RET. KO SIMPSON LUS210 REV. - DBL. (8) -10d R. S. (4) -10d DET. © SIMPSON MIT35 11.88 -2 DIAG. (4)- 10dx1Y2 SECT. (4) -16d DWL. (2)- 10dx1Y2 SHEET SIMPSON HGLTV 5.511 SIM. (6)- 10dx1Y2 EA. (12) -16d (6) -16d E. J. 0 SIMPSON HGAIOKT ELEV. ELEVATION (8) -SDS Y4" SCREWS SQUARE ENG. SIMPSON HB5.50/11.88 STANDARD (6) -16d EQUIPMENT (16) -16d (10) -16d © SIMPSON HU412 -2 EXISTING - TOP & BOTTOM (22) -16d (8) -16d TONGUE & GROOVE ® SIMPSON LUS210 -2 TOP OF - EXTERIOR (8) -16d TOP OF CONCRETE (6) -16d FLOOR DRAIN ® SIMPSON LUS210 -3 FOUNDATION - TOP OF LEDGE (8) -16d FLOOR (6) -16d TOP OF MASONRY SD SIMPSON HU212 -3 TOP OF WALL - FOOTING (22) -16d (10) -10d TRANSV. SIMPSON HUS212 -2 GALVANIZED - TREATED (10) -16d (10) -16d G. L. SIMPSON U410 TYPICAL - GYPSUM /GYPCRETE (14)- 10dx1Y2 (6) -10d HEADER VERT. SIMPSON HGUS5.50 /12 HORIZONTAL - VERIFY IN FIELD (56)- 10dx1Y2 (20) -16d © HEIGHT J L 4x4xY4x0' -6Y2 w/ (2) -3/4 "0 THRU -BOLTS EA. LEG OR WELD W.W.F. WELDED WIRE FABRIC SIMPSON HU612 WD. - JST. (22)- 10dx1Y2 I (8) -16d K ABBREVIATION LIST A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL ADJ. ADJUSTABLE LONGIT. LONGITUDINAL ANCH. ANCHOR LTWT. LIGHTWEIGHT APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL BD. BOARD MAX. MAXIMUM BLDG. BUILDING MECH. MECHANICAL BLKG. BLOCKING MAT'L MATERIAL BM. BEAM MANUF. MANUFACTURER BOT. BOTTOM MIN. MINIMUM B.O.W. BOTTOM OF WALL (N) NEW BRG. BEARING NOM. NOMINAL CANT. CANTILEVER N.W. NORMAL WEIGHT C. J. CONTROL JOINT 0. C. ON CENTER CMU CONCRETE MASONRY UNIT OPNG. OPENING CEM. CEMENT OSB ORIENTED STRAND BOARD CLG. CEILING R PLATE CENTERLINE PLYWD. PLYWOOD CLR. CLEARANCE PKT. POCKET COL. COLUMN R. 0. ROUGH OPENING CONC. CONCRETE RAD. RADIUS CONN. CONNECTION REF. REFERENCE CONT. CONTINUOUS REINF. REINFORCE /REINFORCEMENT CONST. CONSTRUCTION REQ'D REQUIRED C. P. CRIPPLE POST RET. RETAINING C. W. CRIPPLE WALL REV. REVISION DBL. DOUBLE R. S. ROUGH SAWN DET. DETAIL SCHED. SCHEDULE DIAG. DIAGONAL SECT. SECTION DWL. DOWEL SHT. SHEET DWG. DRAWING SIM. SIMILAR EA. EACH S.I.P. STRUCTURAL INSULATED PANEL E. J. EXPANSION JOINT SPEC. SPECIFICATION ELEV. ELEVATION SQ. SQUARE ENG. ENGINEER STD. STANDARD EQUIP. EQUIPMENT STL. STEEL EQUIV. EQUIVALENT STRUCT. STRUCTURAL EXSTG. EXISTING T &B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T. 0. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F. D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G. L. GLUE -LAM TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W. F. WIDE FLANGE HT. HEIGHT W. P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD JST. JOIST W/ WITH K KING STUD W/0 WITHOUT X Q I TYPICAL PLUMBING /MECHANICAL HEADER PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN TYPICAL WINDOW /DOOR HEADER I -JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS SCALE: 3/4" = 1' -0" SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS ,rAI F• 3 /4" = l' -fl" • .tea h C6 ® ! ID ON 04/08/2014 c �LO u7 O I a) 0) 4- Z C 0� In C) Z Q � '� X a_ � J D Z C O O _ N u7 6 L FO � ao U 00 m \r 4-1 0 Q �1. m C� > rrTT,,n �1 designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S1 JOB #1402-06 A 1 W-010 2 30' -6" 3 30' -6" 4 16' -0" 5 93' -0" 16' -0" 30,_1177 307-117 16' -0" 1' -4" I STEP T.O.F. : 0 00 I 0 rn N APPROX. LINE OF SHOTCRETE WALL (MIN. 1' CLR. OF FTG.'s) /�� - - - -�- - - - -- -�-- F— ---- - - - - -I - i i T.O.W. = 111' -8Y4 / T.O.F. =77' -7 B.O.F. =75' -7 m1 ° T. 0. W. =118' - 4Y2 1 T.O.F. = 111' -7 S7 B.O.F. = 110' -7 112' -0 1' -4" T.O. SLAB 5" CONCRETE SLAB ON 4" CLEAN T.O.W. = 118' -4Y2 GRAVEL BASE ON UNDISTURBED GRADE T.O.F. = 105-7 OR COMPACTED STRUCTURAL FILL PER B.O.F. = 104' -11 T.O.W. = 112' -8 SOILS ENGINEER. REINFORCE SLAB T.O.F. = 108' -8 WITH 6x6- W1.4xW1.4 WELDED WIRE B.O.F. = 108' -0 FABRIC THROUGHOUT. PROVIDE 1X4" TOOLED CONTROL JOINTS AT 10 -0 1 MAXIMUM SPACING EACH WAY. 9 S7 STEP STONE VENEER ANGLE SUPPORT T.O.F. � L HEIGHT OF ANGLE EXPANSION 10" VENEER SIZE ANCHORS I - UP TO 8' 4x4xY4 5/8 "0 x 4" © 24" N I T. 0. W. =112' - 4Y2 1 8' TO 14' 4x4xY4 5/8 "0 x 4" © 16" 14' TO 20' 4x4x5/6 3/4 "0 x 4" © 24" STEP T.O.F. =105 -7 S7 "j STEP 20' TO 26' 4x4x5/6 3/4 "� x 4" ©16" N B.O.F. =104'-7 T. 0. F. — — — — T. 0. F. F 00 - NOTES: I 1 THIS SCHEDULE IS FOR NON- BATTERED STONE VENEER WITH A MAXIMUM THICKNESS OF 6 ". ICONTACT ENGINEER FOR OTHER CONDITIONS. 2 LOCATE ONE EXPANSION ANCHOR AT 6" FROM CO ENDS OF ANGLES AND MIN. 2 ANCHORS PER EGMENT. 3. ANGLES MUST BE ORIENTED AS SHOWN. - - - - - -- ----- - - - - -- ----- - - - - -- -� 5" CONCRETE SLAB ON 4" CLEAN 1 GRAVEL BASE ON UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL PER 8„ T.O.W. = 111' -4 I I SOILS ENGINEER. REINFORCE SLAB 0 I WITH 6x6- W1.4xW1.4 WELDED WIRE T.O.W. = 106' -8 1 T.O.F. =77' -7 _ N I I FABRIC THROUGHOUT. PROVIDE 1Y4" T.O.F. = 102' -8 B.O.F. =75' -7 1 I I TOOLED CONTROL JOINTS AT 10' -0" B.O.F. = 102' -0 _ MAXIMUM SPACING EACH WAY. 10" 2' -8" 3' -0" PKT. _ I 77' -0 I BM. _I co I T.O. SLAB 8 PKT. rn 10 - — ��— — — S7 5 T.O.W. - 106' -8 I T.O. SLAB T.O.F. =77' -7 S7 6„ I B.O.F. =75-7 13/4„ LL— — — —J� 2" I ° 1 g °_0^ 15' -10 4" 3' -5y4" 6'_4 2'- 0/1/2' S -11„ 3, -1» I � g C + 00 - - o \ ° 1 O T.O.W. = 102' -0 l I I T.O.F. =77' -7 B.O.F. =75-7 I j �, T.O.W. = 104' -10 0 2 -3 ' 1 -0 T.O.F. =77' -7 '� 11 '� B.O.F. =75' -7 N S7 i 29'- 33/4„ =� T.O.W. =94' -0 001 T.O.F. =77' -7 BM. _4 I 1 B.O.F. =75' -7 PKT. - - I _ I O N 7 I 0 T. N n T.O.W. =96' -8 E - T.O.F. =77' -7 6„ 7' -0" 3' -0„ B.O.F. =75-7 o FOUNDATION L — PLAN NOTES N N 3,-o I ❑❑ 0. SLAB S7 I I U — — — NORTH P L 1 /4" = 1'-0"j __X / - I � I 106' -0 � N 0 I T.O. SLAB I APPROX. LINE OF g SHOTCRETE WALL N I 9 I I (MIN. 1' CLR. OF FTG.'s) STEP I � 17 T.O.F. --------- - - - - -- I - _ 17' -7Y4„ 12' -3" BM.- PKT. 8. DO NOT SCALE DRAWINGS. T.O.F. =77' -7 T.O.W. =78' -0 B.O.F. =76' -7 I I r7 T.O.F. =74' -6 STEP - °' B.O.F. = 73' -10 T. 0. F. 0 I d FOOTING SCHEDULE TYPE SIZE 1❑ 5/8 "x10 "x0' -10 REINFORCING A 7' -0 x 7' -0 x -6 (8) - #6's x 6' -6 EA. WAY ❑3 5/8» x 3" f T.O.W. =90' -2Y4 T.O.F. =74' -6 ° T.O.W. =77' -4 T.O.W. =78' -8 T.O.F. =74' -6 2 T.O.F. =74' -6 -0 C 0) ,o 0r- B.O.F. = 73' -10 (n 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. =TOP OF CONCRETE WALL � X a- LZ 0 N D C T.O.F. =TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE 100' -0 TO 8100' -0. O O _ 00 N� r L � I 00 m \r 0 Q T.O.W. = -8 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. T.O.F. =77' 7' -7 I CONTACT ENGINEER IF OVEREXC VATION IS REQUIRED. B.O.F. =76' -7 1,_6 „i 1'_0” 3. STEPS IN TOP OF CONCRETE WALL INDICATED: °I I 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE 0 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED I I designed I OTHERWISE. drawn by CLR /JMO checked by TDH issued I PROGRESS 4/8/14 PERMIT 4/8/14 3 6. ALL OPENINGS AND STEPS IN C NCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. 0 S7 I I S2 7. POSTS FROM ABOVE ARE INDICATED: 0 #1402-06 — 1 I STEEL COLUMNS FROM ABOVE ARE INDICATED:❑❑ i O T.O.W. =90 - 2Y4 I I r-- — 8. DO NOT SCALE DRAWINGS. T.O.F. =77' -7 T.O.W. =78' -0 B.O.F. =76' -7 I I r7 T.O.F. =74' -6 STEP - °' B.O.F. = 73' -10 T. 0. F. 0 I d N I 0 SPREAD FOOTING SCHEDULE TYPE SIZE 1❑ 5/8 "x10 "x0' -10 REINFORCING A 7' -0 x 7' -0 x -6 (8) - #6's x 6' -6 EA. WAY ❑3 5/8» x 3" f T.O.W. =90' -2Y4 T.O.F. =74' -6 T.O.W. =77' -4 T.O.W. =78' -8 T.O.F. =74' -6 2 T.O.F. =74' -6 -0 C 0) ,o 0r- B.O.F. = 73' -10 (n B.O.F. = 73' -10 S7 B.O.F. = 73' -10 N I 0 SPREAD FOOTING SCHEDULE TYPE SIZE 1❑ 5/8 "x10 "x0' -10 REINFORCING A 7' -0 x 7' -0 x -6 (8) - #6's x 6' -6 EA. WAY 4 0 S7 j 0 T.O.W. =78' -8 T.O.F. =74' -6 B.O.F. = 73' -10 T.O.W. =105 -8Y4 0 T.O.W. = 105' -4 I T.O.F. =71' -7 0 \ 1 N T.O.F. =71' -7 B.O.F. =69' -7 I \ N _ _I B.O.F. =69' -7 _I %// I o I I BM. o I BM. I 71' -0 I PKT. 1 N PKT— I T.O. SLAB I `° N 3' -0„ 2, -8„ 10 T. STEP I �� 10" S7 5 T.O.W. =100' -8 ^j T.O.W. = 118' -4Y2 S7 I I� T.O.F. -71' -7 I rn �� 0 T.O.F. = 71'-7 L - - J B.O.F. =69' -7 B.O.F. = 70' -7 L � `V 3 „ 3 11' -3" 9' -2�2 6' -4" 3 -0 /4 5' -11" 10'- 3 /4 I 8' —o" 6'1 — — I — I I \ 72' -0 9 0 =� T.O. SLAB S8 c° I I I � 5" CONCRETE SLAB ON 4" CLEAN 10" GRAVEL BASE ON UNDISTURBED N GRADE OR COMPACTED ' 1' -6" STRUCTURAL FILL PER SOILS o T.O.W. =91' -0 I ENGINEER. REINFORCE SLAB 0 T.O.F. =71'-7 0 T.O.W. =95 -93/4 WITH 6x6- W1.4xW1.4 WELDED B.O.F. =69' -7 WIRE FABRIC THROUGHOUT. T.O.F. =71' -7 „ 8 PROVIDE 1X4" TOOLED CONTROL B.O.F. =69' -7 1 -0 2 -3 11 S8 JOINTS AT 10' -0" MAXIMUM I SPACING EACH WAY. I S7 H J 16'- 53/4„ 0' -04„ PKT I I 01 I N 0 — — — — I — L T.O.W. =86' -9 A � BM. I T.O.F. =68 -6 N 3' -0" 6' -0„ `fl 6" I of 0 PKT. B.O.F. = 67' -10 N N I I I N BM. I 4 T.O.W. =72' -8 PKT. T.O.F. =68T 6 M ° STEP B.O.F. = 67' -10 8 S 7 S8 � 0 0 � 0 - \ N N STEP T. 0. F. F T.O.W. = 80' -10 T.O.F. =71' -6 B.O.F. =70' -4 STEP T. 0. F. 3' 1 " i -- - - --1 F_ I I T.O.W. =72' -0 T.O.F. =68' -6 B.O.F. = 67' -10 110 I I 0 II I II BEARING PLATE SCHEDULE TYPE SIZE PLATE 1❑ 5/8 "x10 "x0' -10 10 N 04/08/2014 ❑2 �/8 "x10 "x0' -10 C n� ❑3 5/8» x 3" f T.O.W. =89'-o / T.O.F. =71' -7 B.O.F. =69' -7 � T.O.W. =86' -0 T.O.F. =71' -7 B.O.F. =69' -7 T.O.W. =83' -1X2 T.O.F. =71' -7 0 B.O.F. =70' -7 I 3 00 S7 ° 1 T.O.W. =84' -0 V.I.F. 1' -0" 1'l 6" T.O.F. =68' -0 I I T.O.W. =72' -8 i T.O.W. =72' -8 B.O.F. =67' -0 T.O.F. =68' -6 T.O.F. =68' -6 10 r j B.O.F. = 67' -10 T.O.W. =71' -4 B.O.F. = 67' -10 T.0.W = 79' -5Y8 V.I.F. I \� 2 T.O.F. =68' -6 T.O.F. =68' -0 I YSS7 JB.O.F. = 67' -10 � 4 B.O.F. =67 -0 I �t S7 STEP T. 0. F. 3 ❑ 03 N 1' -0" 4' -11" 0 � 7' -8" 19' -3" 3' -4" 5' -11" 6' -5" 4' -4" ' -6" 6' -5" 5' -11" 5' -6" 9' -3" 5' -6" 30' -3' 32'_6 ' 0' -3" 1 2 ( 4� 5 1 S10 N 6 10 N 04/08/2014 C n� U -0 rn 0) q-° z - -0 C 0) ,o 0r- (n 0-) z Q � X a- LZ J N D C C: O O _ 00 N� L 't� �� 00 m \r 0 Q a- > Taatti designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S2 JOB #1402-06 a-— DOUBLE TAILS AT CORNERS, TYP. 2x10" MIN. STRUC- SUB— FASCIA TO B WHERE INDICATED, 2x12 LOOKOUTS @ (TAILS TRIMMED TC 1 2 3 4 5 I I I I I I I I I I I I I I I I I I I I NORTH LOWER FRAMING PLAN SCALE: 1/4" = 1' -0" I I I I I —P-LAN—NOTES- 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ NON— CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 (2)- 13/4x11Y4 LVL 1 2 3 1 S10 T I N V. �, \.� 10 + hk S8 4 2x10" MIN. STRUCTURAL 5 SUB — FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. 2x12 LOOKOUTS @ 24 ", TYP. (TAILS TRIMMED TO 10" MIN DEPTH) 04 "D BM. PKT. LEDGER w/ 3/4 "Ox6" ANCH.'s @ 8" O.C. GGGEREDI 'KT. (4" WIDER DEEPER THAN BM.) PKT. = 84' -103/ BUILDER) �. SIDE, TYP. ____o - --- No 10 "Wx15" T.O. PKT, 6 (PER BUI D BM. PKT. AND DEE rn 0) 'q-rn T.O. PKT -0 C (PER BUI E rn 2x12 LEDGER w/ 3/4 "4 ACH.'S @ 6" O.C. (S1 DOUBLE TAILS AT CORNERS, TYP. 2x10" MIN. STRUC- SUB— FASCIA TO B WHERE INDICATED, 2x12 LOOKOUTS @ (TAILS TRIMMED TC 1 2 3 4 5 I I I I I I I I I I I I I I I I I I I I NORTH LOWER FRAMING PLAN SCALE: 1/4" = 1' -0" I I I I I —P-LAN—NOTES- 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ NON— CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 (2)- 13/4x11Y4 LVL 1 2 3 1 S10 T I N V. �, \.� 10 + hk S8 4 2x10" MIN. STRUCTURAL 5 SUB — FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. 2x12 LOOKOUTS @ 24 ", TYP. (TAILS TRIMMED TO 10" MIN DEPTH) 04 "D BM. PKT. LEDGER w/ 3/4 "Ox6" ANCH.'s @ 8" O.C. GGGEREDI 'KT. (4" WIDER DEEPER THAN BM.) PKT. = 84' -103/ BUILDER) �. SIDE, TYP. ____o - --- No 6 04/08/2014 C �Lo O -0 rn 0) 'q-rn Z -0 C °' ^ ^o o� (n rn z Q � X a- Lai J (D D Z C: O O C a) _ N ,n L It 00 It 00 00 m � O Q Ul a- > f� designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet 0 o JOB #1402-06 1 2 3 4 5 I I I I I I I I I I I I I I I I I I I I NORTH MAIN FLOOR FRAMING PLAN SCALE: 1 4" = 1' -0" PLAN NOTES 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ NON- CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 3. ALL POSTS ARE LABELED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT A _A C � /T HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). - - - - - ___Cl ___ CJ ---CK __CL ___Cm --CN hC6 04/08/2014 C nLo O -0 rn 0) 'q-rn z _ � C 0) r. ,o o� (n rn z Q � X a- Lai J N (D D z O O C a) _ N ,n L It00 It 00 00 m a- > f� designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S4 JOB #1402-06 (D- 2 3 4 5 I I I I I I I UPPER 10 1 ow iE FLOOR FRAMING ON 04/08/2014 04/08/2014 C �Lo PLAN O Sc, PLAN NOTES Z 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: D (n 2. POSTS BELOW (ORIGINATING ROM THIS LEVEL OR ABOVE) ARE INDICATED: z Q � 'C NON- CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: J SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATEDA, 3. ALL COLUMNS ARE LABELED AT THE TOP. 4. FLOOR SHEATHING IS %" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT 'to 't 00 HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). G 00 m 6. "0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 I I BCI 6000 1.8 O 16" O.C., TYPICAL, UNLESS NOTED THERMSE. I I I I I I I � 1 2 3 4 5 oi OK ___oL _--oms ---ON 10 1 ow iE ON 04/08/2014 04/08/2014 C �Lo O rn 0) Z C °' 'o 0r- (n a rn z Q � 'C X Lai J N D U Z O O C a) _ N ,n L 'to 't 00 00 m (� > C ® � 1 designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S5 JOB #1402-06 13/4x18 LVL LOOKOUTS © 24 ", TYP. (TAILS TRIMMED TO 10" MIN. DEPTH) DOUBLE LVL TAILS AT CORNERS, TYP. D 2 I I s8 NORTH ROOF FRAMING � PLAN SCALE: 1/4�� _ 1'-0" Fa ><, PLAN NOTES I I 1. POSTS BELOW ARE INDICATED:O NON- CONTINUOUS POSTS FROM ABOVE OR RIPPLE POSTS ARE INDICATED: C MLo SINGLE STUD TRIMMERS THAT DO NOT REQUI E BLOCKING BELOW ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. Z C C 3. ROOF SHEATHING IS %" APA RATED SHEATHING, EXP.1, SPAN RATING 40 20. / 4. "0" INDICATES CONNECTION TYPE - REF. 1 FOR SCHEDULE. N N 5. I I ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED I I AS (DROPPED). 4 1 OA TYP. © RAFTER & LOOKOUT BRG. S7 +o J f s 1 s8 J f rn 5 I I I I 2 S8 134x10" (MIN.) LVL STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYW. EXTERIOR HEADERS ARE: (3)- 2x10's W/ (1) -2x6 TRIMMER AND (1) -2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE 13/4x113/8 LVL LOOKOUTS 24 ", TYP. (TAILS TRIMMED TO 10" MIN. DEPTH) ____8 13/4x11 �/$ LVL LEDGER w/ (5)- LEDGERLOK 13/4x10" (MIN.) LVL STRUCTURAL SCREWS © 12" O.C. BLOCK BTWN. STUDS SUB - FASCIA TO BE CONTINUOUS WHERE FOR LEDGER ATTACHMENT, ATTACH w/T INDICATED, TYP. i J 1 2 3 4 5 __(D I I 04/08/2014 C MLo O rn trn Z C °' ,o or-- rn Q' z Q � L X a_ � I- J N N (n C (D) O O Q) _ N 00 ,n L L ,n (D -'d- pp U X m L O J m �> n $ j V 2" 0. C. J i J � X I I I i - - I by JMO drawn by CLR /JMO i 13/x11 © i PROGRESS 4/8/14 PERMIT 4/8/14 sheet S6 JOB I N -06 1 I I i Fr I I LO / 1 I 10 r I I xlc®r_�1111-yo. I I I I � 11 1 i +� ( ) -1 4x7 LV 3)- /4x7 4 (3 -1 / 4 VL HIGH) LV (HI ALL HIGH WINDOWS TO HAVE (2) -2x6 TRIMMERS & (1)- 13/4x5Y2 LVL KING STUD, TYP., EA. SIDE OF OPENING L 16" 0. C. 0-1-4x),. LV ,`L LV 13/ 1 3/4X 8 L I (3 )-13 x7Y4 LVL I 3)- 13/4x7 4 LVL (3) 13/4x7Y4 LVL +o J f s 1 s8 J f rn 5 I I I I 2 S8 134x10" (MIN.) LVL STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYW. EXTERIOR HEADERS ARE: (3)- 2x10's W/ (1) -2x6 TRIMMER AND (1) -2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE 13/4x113/8 LVL LOOKOUTS 24 ", TYP. (TAILS TRIMMED TO 10" MIN. DEPTH) ____8 13/4x11 �/$ LVL LEDGER w/ (5)- LEDGERLOK 13/4x10" (MIN.) LVL STRUCTURAL SCREWS © 12" O.C. BLOCK BTWN. STUDS SUB - FASCIA TO BE CONTINUOUS WHERE FOR LEDGER ATTACHMENT, ATTACH w/T INDICATED, TYP. i J 1 2 3 4 5 __(D 04/08/2014 C MLo O rn trn Z C °' ,o or-- rn Q' z Q � L X a_ � I- J N N (n C (D) O O Q) _ N 00 ,n L L ,n (D -'d- pp U X m L O J m �> n designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S6 JOB #1402 -06 X a C I 3' -0" NOTES: 3. DIMENSIONS SHOWN ARE APPROX. 1. BOULDERS ARE TO BE V -6 TO 4' -0 BUT THE TOTAL HEIGHT OF THE ini nikAE-nicirnni AKin cunt 1 ME- n� vAAY NOT EXCEED 6' -0 AND _OPE MAY NOT BE STEEPER 2:1 _L AND BASE SOILS SHALL RIFIED BY SOILS ENGINEER CONSTRUCTION OF WALL 1 TYPICAL BOULDER RETAINING WALL (SINGLE TIER) SCALE: 3/4" = V -0 I —JOIST BLKG. PANELS 0 24" IN FIRST JOIST SPACE W/ (5) -8d NAILS INTO EA. PANEL, TYP. 1Y2" LTWT. CONC., TYP. SEE PLAN T.O. PLYWD. SEE PLAN o �¢ STONE VENEER PER ARCH. /— JOISTS PER PLAN o 4° I CONT. L PER SCHEDULE— SEE SHEET S2 CONT. TREATED 2x12 LEDGER W/ (2) -16d 5" 5 DRIVE PINS 0 16" O.C. PERIMETER DRAIN PER ° SOILS ENGINEER #5's VERT. 0 16" O.C. #5's CONT. HORIZ. 0 8" O.C. #5 D WLS x 0 8" O.C. _�4_ ° r 0 8" O.0 TYP. _ 1' -53" 04/08/2014 0 8" O.C. 7" 0) LO (2) — #5's C0NT. H0RIZ. 5" CONC. SLAB PER PLAN 3' -5 8" 3" TOP & BOT. Y2" EXP. MAT'L, TYP. (2) — #5's CONT. HORIZ. Y2" EXP. MAT'L, TYP. ° 47 SLAB G TOP & BOT. 112' -0 #5's TRANS. 0 8" O.C. \ Y2" EXP. MAT'L, TYP. #5's TRANS. 0 8" O.C. 5" CONC. SLAB PER PLAN °° CONT. 5" CONC, SLAB PER PLAN yr \/ LONGIT. SEE PLAN OL SEE PLAN `V _j U o0 m T.O. 4 d SLAB T. 0. F. SEE PLAN V -3" 8" 6„ SCALE: 3/4" = V -0" SCALE: 3/4" = V -0" ° I a cV e T.O. SLAB SEE PLAN c� ° $, ° T. 0. F. ° o d4 o a d d d r (7) — #5's CONT. w1 a ° d LONGIT. FI LTER _ N ° © 4 ° a ° /r ENGINEER o n ° d Q r�r ° PERIMETER DRAIN PER SOILS ENGINEER 2' -3" 10" 1' -0" 1n designed by JMO 4' -1" drawn by CLR /JMO checked by TDH 11 issued SCALE: 3/4" = V -0" 5" e5" #5's CONT. HORIZ. 0 8" O.C. e% #5's VERT. 0 16" O.C. #5 DWLS x ° #5's CONT. HORIZ. Y2" EXP. MAT'L, 0 8" O.0 TYP. _ 04/08/2014 0 8" O.C. � 0) LO F7- � 5" CONC. SLAB PER PLAN 3' -5 8" 3" °' ,o 0� Y2" EXP. MAT'L, TYP. (2) — #5's CONT. HORIZ. PLAN ° 47 SLAB e TOP & BOT. 112' -0 d Y2" EXP. MAT'L, TYP. #5's TRANS. 0 8" O.C. O O °° CONT. 5" CONC, SLAB PER PLAN yr \/ LONGIT. •a0 • ono ° U o0 m 10" V -0" M v o Q SEE PLAN V -3" 8" 6„ SCALE: 3/4" = V -0" SCALE: 3/4" = V -0" ° 5" CONC. SLAB PER PLAN cV e T.O. SLAB SEE PLAN c� ° $, ° T. 0. F. ° o d4 d a �r�r r FI LTER _ ° © ° 4 /r ENGINEER o r�r (1) — #5 x 4' -0 HORIZ. CENTERE BEHIND POCKET ALL PKT.'S ARE INTO WALL, TYP 1" MIN SHIM & NON— SHRINK GR / '� TYPICAL BEAM POCKET 4 d m d <4 ° Vii, (11) — #5's CONT. N ° ° ° a LONGIT. 2 —0 METER DRAIN ° ° � ° #4 DWLS x � ° °d e e ° 0 24" 0. C. N SOILS ENGINEER a BLKG. BTWN. PANELS 0 BRG. 2' -8" 10" 3' -0" 1Y2" LTWT. CONC., TYP. R 6' -6" I —JOIST BLKG. PANELS. SCALE: 3/4" = V -0" 112-0 T.O. SLAB 00 111' -4 T. 0. W. ° (2) LAYERS #5's VERT. 0 16" O.C. d ' 2" CLR. 2" CLR. TYP. TYP. SOIL NAILED SITE WALL BY OTHERS (SEE FOUNDATION PLAN FOR J (2) LAYERS #8's CONT. APPROX. LOCATIONS) HORIZ. 0 6" O.C. #6 DWLS x ° 0 6" O.C. (2) — #5's CONT. HORIZ. ----\ TOP & BOT. Y2„ EXP. MAT'L, TYP. d #8's TRANS. 0 12" O.C. d 5" CONC. SLAB PER PLAN SEE PLAN T.O. SLAB N J d a ° d e e ° Q O a O zi rrrr ° 4 41 C # CONT. LONGIT ° d d 4 d 4 d 4' -0" V -2" 2' -10" 8' -0„ SCALE: 3/4" = V -0" 2 COL 's O M. i BASE R: PER SCHED. COL. PER PLAN w/ (4)— Y2 "Ox10" A.B.'s ON 1" MIN. SHIM & Y2" EXP. MAT'L, TYP. NON— SHRINK GROUT ° ° ° d d � d Zd 4 1 AS ° d SEE SCHED. FOR REINF. EQ. EQ. SCHED. WIDTH SCALE: 3/4" = V -0" J ca LO co CONT., TRTD., DROPPED — 2x12 LEDGER w/ (2) -16d DRIVE —PINS 0 16" O.C. VARIES, SEE PLAN T.O. STL. BM. R PLAN W/ RIVE -OP FLANGE SCALE: 3 /a" = V -0" 5" CONC. SLAB PER PLAN 4 v d ° .00e�� e °e �t01) — #4 CONT. HORIZ. d °d 4° SCALE: 3 /a" = V -0" INSULATION PER ARCH. RAFTERS PER PLAN Y2 "Ox10" A.B.'s 0 48" O.C. IN CONT. TREATED 2x6 STONE VENEER PER ARCH. CONT. L PER SCHEDULE --- SEE SHEET S2 #5 DWLS x 0 8" O.C. 1' -5 (2) — #5's CONT. HORIZ. TOP & BOT. #5's TRANS. 0 16" O.C. SEE PLAN N v T. 0. F. o. o � ° °° PERIMETER DRAIN PER SOILS ENGINEER 2' -0 #4 DWLS x O 0 24" O.C. N 78' -0 T.O. SLAB 0 OL 77' -4 T. 0. W. \ a p U TYP. SEE PLAN Ilk e T. 0. W. BEVELED PLATE, TYP. 5" 5" ° #5's VERT. 0 16" O.C. 3" 7" #5's CONT. HORIZ. Y2" EXP. MAT'L, 0 8" O.0 TYP. SO 04/08/2014 #5 DWLS x N 0) LO ° ed 5" CONC. SLAB PER PLAN 8" r °' ,o 0� Y2" EXP. MAT'L, TYP. SEE PLAN T.O. SLAB e ° 4 ° 112' -0 d T.O. SLAB C: O O (6) — #5's CONT. yr \/ LONGIT. •a0 • ono ° U o0 m 10" V -0" M v o Q 3' -4" V -3" 8" 6„ SCALE: 3/4" = V -0" SCALE: 3/4" = V -0" 5" CONC. SLAB PER PLAN ,2x6 STUDS 0 16" CONT. TREATED 2x6 h' DRIVE — PINNED TO CONC., TYP. NOTE: VERIFY ELEVATOR PIT SEE PLAN OL REQUIREMENTS AND SHAFT ° d ° ° T.O. SLAB o u- SIZE W/ MANUFACTURER ° ZA iii✓ 4 d o I ° ° #5 s 0 10 EA. WAY d ° ° ° 4 2 4 ° d d S „ » 2x6 STUDS 0 16" O.C. W/- Y2" PLYWD. OR OSB SHEATHING Y2 "Ox10" A.B.'s 0 48" O.C- IN CONT. TREATED 2x6 R OL 78' -8 T. 0. W. 0 z STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 74' -6 T. 0. F. PERIMETER DRAIN PER SOILS ENGINEER . HEIGHTS VARY O SIM.. SEE PLAN 74' -6 T. 0. F. PERIMETER DRAIN PER SOILS ENGINEER INSULATION PER ARCH. 6 RAFTERS PER —4 PLAN SCALE: 3/4" = V -0" HEIGHT VARIES O SIM., SEE PLAN Y2" EXP. MAT'L, TYP. e 5" CONC. SLAB PER PLAN 3 LL 78' -0 4 ° ° d T.O. 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SLAB C: O O _ 00 N ,n •a0 • ono ° U o0 m \i r r o Q V -3" 8" 6„ SCALE: 3/4" = V -0" 2' -5" ME� fly® y aF" W SO 04/08/2014 0) LO O rn a- ,4- 0) Z — C °' ,o 0� (n rn z Q � X a- LZ J D Cn C: O O _ 00 N ,n L Lq00 �00 U o0 m \i + o Q i W a- > designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S7 JOB #1402-06 STONE VENEEI ARCH. 3' -0 (2) — #5 DWLS x CL 12" O.C. ALT. LEGS Fo� FOUNDATION WALL SEE PLAN T.O. W. 10" STUD WALL & SHEATHING PER PLAN STL. BM. PER PLAN CAP F : 5/8x5Y2x0' -7 COL. PER PLAN SCALE: 3/4" = 1' -0" SEE WALL SECTION FOR REINF. COUNTERFORT WALL 0 #5's @ 16" O.C. EA. WAY EA. FACE 10" I I I 1 d SEE PLAN 1Y8" CLR. TYP 2 ROWS © END OF COUNTERFORT SEE PLAN T.O.W. (2) — #5's CONT. HORIZ. TOP & BOT., TYP. I II I II I II CONC. COUNTERFORT I II 1 #5's © 16" O.C. EA. I I WAY @ EA. FACE IN 04/08/2014 COUNTERFORT — — L L I I / ROWS © END OF .- L.-A, I II COUNTERFORT 7 I I I (8) — #7 DWLS x o C @ END OF a I I I COUNTERFORT `� _ d I I I #5 DWLS o 2' -0 x @ 16" � I (2)—f x o 2' -0 -- }- - - -_ © 12" O.C. 4 _ L ALT. LEGS `V U - - _T — —I- II II z SEE L \i + o Q SECTION FOR a- > I I 1 1 REINFORCING I I I 1 II II Y2" EXP. MAT'L, TYP. 1 5" CONC. SLAB PER PLAN L J_ —I SEE PLAN II II T.O. SLAB ° — 4- - - -� -- C� ° u�u i� 1 O ° ° by JMO °a „ checked by TDH #5's @ 16" EA. WAY @ BOT. TYPICAL COUNTERFORT REINFORCING 1Y8" CLR. TYP 2 ROWS © END OF COUNTERFORT SEE PLAN T.O.W. (2) — #5's CONT. HORIZ. TOP & BOT., TYP. I II I II I II CONC. COUNTERFORT I II 1 #5's © 16" O.C. EA. WAY @ EA. FACE IN 04/08/2014 COUNTERFORT — — L L (8) — #7's VERT. IN 2 I / ROWS © END OF .- L.-A, I II COUNTERFORT 7 I I I (8) — #7 DWLS x o C @ END OF (n I- COUNTERFORT `� II 1111 2' -6 11 1111 11 1111 #5 DWLS o x @ 16" � �I - - - -�� O.C. Lo 2' -0 O O _ 00 N ,n 1 I 1 I 1 1 #5's © 8" O.C. EA. WAY © TOP hl L II IIII 11 1111 SEE PLAN d ° ° L. .e - � a W SEE PLAN T.O.F. PERIMETER DRAIN PER of SOILS ENGINEER N VERIFY LOCATION IN FIELD SCALE: 3/4" = 1' -0" 5" CONC. SLAn nrn PLAN 78' -0 T.O. SLAB #5's VERT. © 16" O.C. #5's CONT. HORIZ. © 16" O.C. #5 DWLS x o 5" 5" I 16" O.C. V -9 d (2) — #5's CONT. HORIZ. TOP & BOT. A� Y2" EXP. MAT'L, TYP. #5's TRANS. @ 24" O.C. \ 5" CONC. SLAB PER PLAN 72' -0 T.O. SLAB SEE PLAN N v ° T. 0. F. ' e ono d Q ° O ° d (6) — #5's CONT. LONGIT. PERIMETER DRAIN PER SOILS ENGINEER 1' -6" 10" 1' -6" 3' -10" SCALE: 3/4" = 1' -0" 87' -8Y T.O. STL. OL 84' -83/ T.O. STL. TYf CAP R: 3 /4 "xBM. WIDTH x0' -9 W/ (2) -3/4 "O THRU — BOLTS. (1) —EA. SIDE OF WEB. 85' -8Y T.O. STL. 84' -83/ T.O. STL. TL. SHIM w/ (2) —% "0 ­IRU —BOLTS (1 EA. SIDE OF WEB) TL. BM. PER PLAN SCALE: 3W' = 1' -0" 1Y2" LTWT. CONC., TYP. FLOOR ASSEMBLY PER PLAN BLKG. BTWN. JOISTS BRG., TYP. WELD 3 3j6" SIDES L4x4xY4x0' -7Y2 EA. SIDE w/ (4) —% "0 THRU -BOLTS STEEL BEAM PER PLAN HSS COL. PER PLAN SCALE: 3 /a" = 1' -0" PER�PLANvW/ 2x NAILER 1Y2" LTWT. CONC., TYP. S1 ". �.., . .., CONT. 2x F'L DRIVE — PINNED TO TOP FLANGE SCALE: 3/4" = 1' -0" BEAM SIZE & T.O. PLYWD. VARY O SIM. 105-10Y2 T.O. PLYWD. CAP R: W%BM. WIDTH x0' -8 W/ (2) -3/4 "0 THRU - BOLTS. (1) -EA. SIDE OF WEB. (4) -10d NAILS INTO EA. LOOKOUT, TYP. \ EQ. 13/W`13/8 LVL STRUCTURAL SUB — FASCIA, TYP. 13/4x11'% LVL LOOKOUTS © 24" O.C., TYP. 2x6 STUDS @ 16" W/ - Y2" PLYWD. OR OSB SHEATHING RIGID INSULATION PER ARCH. SEE PLAN T.O. BEAM /8 uu,STS PER PLAN SCALE: 3/4" = 1' -0" MIRROR ©SIM. STEEL BEAM PER PLAN HSS COL. PER PLAN SCALE: 3/4" = 1' -0" 2x BLKG. BTWN. LOOKOUTS © BRG., TYP EQ. QA TYP. 13/4x117/8 LVL RAFTERS PER PLAN (4) -10d NAILS INTO EA. LOOKOUT, TYP. SCALE: 3 /a" = 1' -0" Q TYP. L 13/4x11 3/8 LVL RAFTERS PER PLAN 2x BLKG. BTWN. RAFTERS © BRG., TYP. 2x6 STUDS © 16" W/ Y2" PLYWD. OR OSB SHEATHING SCALE: 3/a" = 1' -0" V 9�ypm9q p �S M§ �y0 0a 5 ^'- a o4 6 So 04/08/2014 C U"4- rn ar) � 0-) Z - C °' , S o or- (n I- rn z Q � X a- Lai J � D Cn Z O O _ 00 N ,n L Lo00 �00 U o° m \i + o Q a- > C� u�u i� designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S8 JOB #1402— 06 3 /6" HEADER C \ PER PLAN F- OIL 116' -03/4 TJ..OF.BM. `n 0 0 o KNIFE 4x4Y4x0' -9 w/ (3) -3/4 "O THRU -BOLTS i BASE R: 5/$; w/ (2) -3/4 "Q 4� SCALE: 3/4" = l' -0" 3 /6" HEADER PER PLAN 126' -1Y V.I.F. T. 0. BM. ,.1 rl KNIFE R: Y4x4Y2x6 w/ (2) -3/4 "O THRU - BOLTS. ALL HEADER CONNECTIONS @ THIS SIDE ARE SIMILAR OMETRY VARIES @ SIM BASE T: 5/g '0x4Y2x0' -10Y2 w/ (2)- 3/4 "x5" TITEN HD SCREWS w � � 04/08/2014 c �Ln Ln O 0� 0) Z _ C �o S or- (n rncy) Z Q � L X a_ Lei J� N (n Z O O N ,n Lp m � o0 m 4-j O Q Ol a- > Ln r� CID designed by JMO drawn by CLR /JMO checked by TDH issued PROGRESS 3/27/14 PROGRESS 4/8/14 PERMIT 4/8/14 sheet S9 JOB #1402-06 74' -2y4„ 56'- 2Y4" ' 118-4Y21 � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -_-- r-- 1--_-- r-- 1-- ?-- r-- 1-- �-- r-- 1-- �-- r- -1 - -_T T. 1 - -_T T. 1 - -_T T. 1 - -_T T. 1 - -_T T. 1-- ?-- r-- 1-- �-- r- -1 - -_T T. 1 - -_T T. 1- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -J--L--I--J--L--I--J--L--I--J----I--J--L--I--J--L--I--J--L--I--J--L--I--J--L--I--J--L--I--J--L--I--J--L--I--J--L--I--J--L--I- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II -?-- r-- 1-- �-- r-- 1-- �-- r-- 1-- �-- r-- 1--?-- r-- 1-- �-- r-- 1-- �-- r-- 1-- �-- r-- 1--?-- r-- 1-- �-- r-- 1-- �-- r-- 1-- �-- r-- 1-- �-- r-- 1-- �- -r - -1rt I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 - J-- L-- I-- J-- L-- I-- J-- L-- I-- J-- L-- I-- J-- L-- I-- J-- L-- I-- J-- L-- 1-- J-- L-- I-- J-- L-- I-- J-- L-- I-- J-- L- -1-- J-- L-- I-- J-- L-- I-- J - -L - -1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - -1 T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- -1 -- T-- r- _1 -- T-- r -_1 - -T- I - J-- �-- �- J-- �-- �- J-- �-- �- J-- �-- �- J-- �-- �- J-- �-- �- J-- �-- �- J-- �-- �- J-- �-- �- �1-- LT- �_ �1-- LT- L- �I-- LT- L- �1-- LT- L- �1 - -LT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I II I I I II I I I II I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1' -3" 0 I 105' -7 - �-- T-- r— �-- T-- r— �-- T-- r— �-- T-- r— �-- T-- r— �-- T-- r— �-- T-- r— �-- T-- r— �- -T - -r— 1 -- 1 — — 1 -- 1 — — 1 -- 1 — — 1 � � — — 1 -- � T.O.F. 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