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HomeMy WebLinkAboutB09-0048 PlansI I I "�� A� 'x .FLOOR - CEILING SYSTEMS, WOOD FRAMED GA FILE NO 5300 y r "1� Y' 1 HOUR 401: 44 STC WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS FIRE SOUND One layer 1 /2" type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24" o.c. with 1" Type S drywall screws 12" o.c. Gypsum board end joints located midway between continuous channels and attached to additional pieces of channels 53" long with screws 12" o.c. Resilient furring channels applied at right angles to 2 x 10 wood joists 16" o.c. with two 4d coated nails, 1 1 /2" long, 0.080" shank, and 7 /32" heads, per joist. Wood joists supporting 1" nominal T & G wood subfloor -------- - - - - -- and 1" nominal wood finish floor, or 5 /6" plywood finished floor with long edges T & G and 15 /32" interior plywood with exterior glue subfloor perpendicular to joists with joints Approx. Ceiling staggered. Weight: 2 psf Fire Test: UL R3501 -29, 3- 23 -64, UL Design L515 Sound Test: NGC 4010, 3 -21 -66 (Rev. 12- 23 -70) IIC & Test: 38 (63 C & P) NGC 5016, 3 -17 -66 GA FILE NO,,' FC 5310 GENERIC 1 HOUR 460 44 STC : _..,� FIRE SOUND ; WOOD JOISTS, GYPSUM WALLBOARD One layer 5 /8" type X gypsum wallboard or gypsum veneer base applied at right angles to rigid furring channels 24" o.c. with 1" Type S drywall screws 12" o.c. Gypsum board end joints located midway between continuous channels and attached to additional pieces of channel 60" long with screws 12" o.c. Rigid furring channels applied at right angles to 4 x 10 or double 2 x 10 wood joists 48" o.c. with two 1 Type S drywall screws at each joist. Wood joists supporting 1 /a " T & G plywood floor. Approx. Ceiling Weight: 2.5 psf Fire Test: UL R1319 -47, 5 -8 -63, UL Design L508 Sound Test: Estimated GA FILE NO.:FC5406 GENERIC 1 HOUf3 35 to 39 STC , WOOD JOISTS, GYPSUM WALLBOARD IRE ', SOUND r4 Base layer 5 /s" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1 Type W or S drywall screws 24" o.c. Face layer 5 /9" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 17/8' Type S drywall screws 12" o.c. at joints and intermediate joists and 1 Type G drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood joists supporting 1 /2" plywood with exterior glue applied at right angles to joists with 8d nails. Ceiling provides one hour fire resistance protection for wood framing, including trusses. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2 -25 -72 Sound Test: Estimated This Spy Left Blank GA- 600 -2000 1 Contact the manufacturer for more detailed information on proprietary products. 109 AB ANCHOR BOLT ABV ABOVE AD AREA DRAIN ADJ ADJACENT AFF ABOVE FIN 15H FLOOR ALUM ALUMINUM AL T ALTERNATE AP ACGE55 PANEL 2� AN B.O. BOTTOM OF CLG CEILING GI CAST IRON GJ CONTROL JOINT cL CENTER LINE GLR COLOR GMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN D0 DOUBLE WALL OVENS DW D ISHWASHER EQ EQUAL FD FLOOR DRAIN FDN FOUNDATION FIN FIN15H FLR FLOOR F.O.W. FACE OF WALL(5TUD,ETG) FTG FOOTING GYP GYP5UM WALL BOARD GL 6LA5 I N6 HM HOLLOW METAL HT HEIGHT IN5UL INSULATION KIT KITCHEN LP LON POINT MO MASONRY OPENING MTL METAL NEC NECE55AR'r N IG NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OH OFF051TE HAND OPG OPENING PL LAM PLASTIC LAMINATE PLB6 PLUMBING PL PROPERTY LINE PLWD PLYW00D R R15ER RD ROOF DRAIN REFL REFLECTED REO REQUIRED REV REVERSE R&H ROUGH RO ROUGH OPENING RM ROOM SEAL 5EAL.ANT SHT SHEET Sim 51MILAR 506 5LAB ON GRADE SPEC'D 5PECIFIED SPECS 5PE0IFICATION5 STD 5TANDARD 5TOR STORAGE T TREAD TEL TELEPHONE THK THIGKITHI0KNE55 TYP TYPICAL T.O.D. TOP OF DECKING T.O.5. TOP OF 5LA5 U.N.O. UNLF-55 NOTED OTHERW 15 v VAR I E5 wl WITH wl a WITHOUT WC WATER OL05ET W1D WA5HERIDRYER WT WEIGHT I ( I ( l I I 1 i I 1 i r I I I w� Zi --I� I I i�11 I �C iL I I I \/AIL �OLORA�0 ----------------------------------- I STRAW BALE5 TO PROTECT 1= X15TINC- TREE5, TYP m 4 1 r I I { lil i z� _tl � ill i i i i 4 EXISTING HOUSE t �E 2665 LARKSPUR LANE f � i f � i I i �.� ---- -MATERIAL i f - STAGING AREA ~ `el f 1 i STRAW BALES T PROTECT EX15TI G TREES, TYP I i EXISTING PARKING RETAINING WALL I a TEMPORARY TOILET I I I 2 4 �5 :F L50 . _ . .n► .fir 1 ' � G I i -- EXISTING PARKING AREA FAR 5 VEHICLES AND /OR STORAGE AND UNLOADING OF MATERIALS C, , 0NS7RUC, , 7I0N STAISI 6 FLAN L ot -', Block 2, MA I L I DT=VrzL 0FtvlFN7 SU5D I V I S I Oil REMOE�T=L /MOD 1FIGA71 0il N0 a MAIN LEVEL I. REFRAME NORTH EXTERIOR WALL AS REG2'D PER PLAN 2. REPLACE MAIN ENTRANCE DOOR AND SLIDING GLASS DOOR ON DECK 5. REPLACE ALL EXTERIOR WALL INSULATION 4. INSTALL NEW WINDOWS THROUGHOUT MAIN LEVEL PER PLAN INCLUDING EGRESS WINDOWS AT BEDROOMS 5. REFRAME FIREPLACE CHASE WITH 2X4 WOOD STUDS PER PLAN AND INSTALL NEW GAS LOG FIREPLACE INSERT, SURROUND PER OWNER 6. REFRAME ALL DAMAGED ROOF RAFTERS PER STRUCTURAL - 1. REPLACE EXISTING SPIRAL STAIR WITH CODE COMPLIANT UNIT S. REPLACE INTERIOR DOORS, CASINGS AND HARDWARE 4 1. INSTALL NEW DRYWALL WITH TEXTURE AND FAINT, FINISHES TO BE APPROVED BY OWNER - TY'P. 10. REPLACE ALL INTERIOR WINDOW AND DOOR CASINGS AND WALL BASE TRIM II. INSTALL TILE FLOORS IN BATHROOM AND KITCHEN 12. INSTALL NEW CARPET AND PADDING PER SCHEDULES 15. INSTALL NEW SHOWER IN BATHROOM 14. INSTALL TILE WALLS IN BATHROOM 15. INSTALL NEW BATH HARDWARE 16. INSTALL NEW KITCHEN, TO INCLUDE CABINETS, 0OUNTETOP5 AND APPLIANCES PER KITCHEN CONSULTANT LOYNE=R LEVEL 1. INSTALL NEW WINDOWS THROUGHOUT LOWER`LEVEL PER PLAN INCLUDING EGRESS WINDOWS AT BEDROOMS 2. REPLACE ALL EXTERIOR WALL INSULATION 5. INSTALL SOUND INSULATION IN FLOOR JOIST5 AND INSTALL NEW DRYWALL CEILINGS 4. INSTALL TILE FLOORS IN BATHROOM AND KITCHEN 5. INSTALL NEW CARPET AND PADDING PER SCHEDULES 6. INSTALL TILE WALL5 IN BATHROOM -/. REFRAME FIREPLACE CHASE WITH 2X4 WOOD STUDS PER PLAN AND INSTALL NEW GA5 LOG FIREPLACE INSERT, 5URROUND PER OWNER &. INSTALL NEW KITCHEN APPLIANCES PER KITCHEN CONSULTANT cS. INSTALL NEW WASHING MACHINE AND DRYER IN UTILITY ROOM L LEVEL 1. INSTALL EGRESS WINDOW ON SOUTH WALL OF BEDROOM 2. REFRAME INTERIOR PARTITIONS PER PLAN 5. REPLACE INTERIOR DOORS, CASINGS AND HARDWARE 4. REPLACE ALL WINDOW AND DOOR OASINGS AND WALL BASE TRIM 5. INSTALL NEW HANDRAIL ALONG LOFT OPENING TO MAIN LEVEL 6. CLAD ROOF BEAMS AT LOFT LEVEL TO MATCH TYPICAL TRIM '7. REPLACE ALL EXTERIOR WALL /ROOF INSULATION 5. INSTALL NEW DRYWALL WITH TEXTURE AND PAINT, FINISHES TO BE APPROVED BY OWNER - TYP. ci. INSTALL TILE FLOORS IN BATHROOM 10. INSTALL NEW CARPET AND PADDING PER SCHEDULES 11. INSTALL NEW 5HOWER IN BATHROOM 12. INSTALL TILE WALLS IN BATHROOM 15. INSTALL NEW BATH HARDWARE EXT'ER I OR I. REPAIR DAMAGED ROOFING MATERIAL AT BURNED AREAS AND AT NEW ROOF SNOW GUARDS 2. REPLACE ALL EXTERIOR WALL INSULATION 5. INSTALL NEW STUCCO FINISH ON FIREPLACE CHIMNEY TO MATCH EXISTING HOUSE 4. INSTALL WINDOW TRIM ON NEW wINDOW5 AS REQUIRED 5. REPLACE DAMAGED EXTERIOR WOOD SIDING AND 5HEATHIN6 AS REQUIRED. 6. REPLACE DAMAGED EXTERIOR WOOD SOFFITS AND FASCIA BOARDS AS REQUIRED. '7. REPLACE AND /OR REPAIR DAMAGED ROOF BEAMS AND COLUMNS PER STRUCTURAL MEOHAN IO,AL /PLUMa I NG /HV,AG 1. INSTALL ROUGH PLUMBING FOR HEATING AND DOMESTIC HOT AND GOLD WATER 2. INSTALL 6A5 PIPING TO NEW FIREPLACES AND ANY GAS APPLIANCES AS REQUIRED 5. INSTALL NEW WATER METER AND ASSOCIATED PIPING 4. INSTALL NEW BOILER AND ASSOCIATED PIPING AND CONTROLS FOR BASEBOARD HEATING SYSTEM THROUGHOUT HOUSE ELEOTR /DAT\ /A.LARM 1. INSTALL TEMPORARY ELECTRICAL SERVICE 2. INSTALL COMPLETE ELECTRICAL ROUGH -IN THROUGHOUT HOUSE AND FINAL TRIM AS NECE5SARY 5. INSTALL NEW 'MONITORED FIRE ALARM' SERVICE 4. INSTALL NEW TELEPHONE AND CABLE TELEVISION SERVICE STEVEN 4 DEBBY G,4RRETT 5x05 HIGH NOON AVE COLORADO 5PRING5, 00 SOa23 _.._._....__........_...._._.._..... ........ ........ .._.__......__. AR,OH (TEGT LAWRENCE ROGERS ARCHITECT, P.C. RO BOX 4231 EDWARDS, COLORADO 81632 (cf70 ) - &ENERAL CONTRACTOR NEDBO CONSTRUCTION - ROLLAND KJE550 P.O. BOX 341a VAIL, CO 81658 (x{70) 1 "I'7 -0268 STR UCTURAL EN61 VEER KRM CONSULTANTS, INC. P.O. BOX 4572 VAIL, COLORADO 81658 (a70)cl4cf -li3gl DRA W I NG I ARGH I TECTURAL 5 -1 FRAMIN6 PLANS, NOTES $ PETAIL5 I MEGH,4NIGAL, ELEGTRIGAL, FLUMSING I ► w 1 GRAPHIC KEY TO MATERIALS MAY41N& SYMBOLS EARTH /7/7/ ROOM FINISH S'Y'MBOL / KE''ll''' TO ROOM FINISHES S R Y EVISI O C N STONE CEILING HT (APPROXIMATE) ROOM NAME NUMBER DOOR NO. - -- - - v VARIE5(51-OPED) FLOOR ---- --- BASE W,4LL.5 °`'- CEILING 0 CARPET $ PAD ST STONE, SNAPPED 6P TEXTURED 6YP 6P TEXTURED GYP CO CONCRETE T TILE 65 SMOOTH GYP G5 5MOOTH GYP 5T 5TONE V VINYL 6T FIRE TAPED GYP 6T FIRE TAPED GYP T TILE W WOOD P PLASTER P PLASTER V VINYL FINISH WOOD 5T 5TONE T TILE W WOOD T TILE W WOOD W WOOD WP WALL PAPER GRAPHIC KEY TO MATERIALS MAY41N& SYMBOLS EARTH /7/7/ GMU 5PMEL� ATION S R Y EVISI O C N STONE PLYWOOD X DOOR NO. EENTER OR Ae,i S MBO - GONGRET'E • ` ' �' � BATT INSUL'N 0 WINDOW TYPE X SECTION NO. SOD /GRASS RIGID INSUL'N HOLLOW MTL ra SHEET NO. DETAIL NO. RGH STUD <XX WALL TYPE X AI 2 SHEET NO. STEEL FINISH WOOD PROPO�ED R EXISTING CONTOUR CONTOUR TH15 PROJECT SHALL COMPLY WITH ALL APPLICABLE CODES AND CODE AMENDMENT5 AS ADOPTED BY THE TONN OF VAIL TO INCLUDE, BUT NOT BE LIMITED TO: 2005 INTERNATIONAL BUILDING CODE 2005 NATIONAL ELECTRICAL CODE 2005 INTERNATIONAL PLUMBING CODE 2005 INTERNATIONAL MECHANICAL CODE 2003 INTERNATIONAL ENERGY CODE 2005 INTERNATIONAL FIRE CODE ra,.,, o f van OFFICE CO p �t'1O -�i26 -'7168 e+ lrarchttc�ct.�rcomccastnet ii 11 � RRM1T SET , 13mm NOT TO SCALE P. O. box 4231 edy4ords, cO 51632 p 4 t" to -a26 -'7165 f (1110 -C126 -116'7 e ircarchitect�comuastnet ------ _._..-- _.- -�. - -- 1111 -- -- 1111 —� . °❑ ❑ ❑ ° 34 1 - 5 /4 11 EX15T OLO FT EXIST STORAGE CLOSET 0 i ttl At T u- S r " • • ®®®mm 7ER WATER `� HEA HEA UTILITY ROONf" :CLOSET K D FURNACE Do 1 IL ---------- ----------------------------- 01-05ET - 7 - 1 BATHROOM #2 F DINING I LIVING ROOM KITCHEN t.. BEDROOM #2' DIN LIU 01-05ET \ I i I II' -6J4 " 21' -8 *" FX15TINC9 LONER LEVEL ••- 0 1 2 4 feet NOTE: REMOVE ALL EXI5TIN6 WOOD PANELIP FROM BEDROOM KALL5, RE- TEXURE ALL NALL SURFACES •, NOTE: CONTRACTOR SHALL PREPARE ALL 5U5FLOOR A55EMBLIE5 FOR FINAL FLOORING INSTALLATION. FINAL FLOG FINI5HES TO BE INSTALLED KITH EVE'. TRANSITION5 BETNEEN MATERIALS p s.a '� 7 O 1 2 4 feet NEW 2X4 FIREPLACE CHASE WlNEW STUCCO FINISH TO MATCH HOUSE GONG TERRACE TO REMAIN .. •r •r - • LONF-R Lr= I. INSTALL NEW WINI7OYS15 THROUGHOUT LOWER LEVEL PER PLAN INCLUDING EGRE55 Y`IINDOW5 AT BEDROOMS 2. REPLACE ALL EXTERIOR WALL INSULATION 5. INSTALL SOUND INSULATION IN FLOOR JOISTS AND NEW DRYWALL CEILIN65 4. INSTALL TILE FLOORS IN BATHROOM AND KITCHEN 5. INSTALL NEW CARPET AND PADDING PER 5CHEDULE5 6. INSTALL TILE WALL5 IN BATHROOM - 7. REFRAME FIREPLACE CHASE WITH 2X6 WOOD STUDS PER PLAN AND INSTALL NEW GAS LOG FIREPLACE INSERT, SURROUND PER OWNER WITH 6LA55 DOOR5 S. INSTALL NEW KITCHEN APPLIANCE5 PER KITCHEN CONSULTANT e-1. INSTALL NEW YqA.51-1ING MACHINE AND DRYER IN UTILITY ROOM S' - * Scl (V NEW EGRE55 WINDOW m t tit 2 GENERAL GONSTRUGTON NOTES: DIMEN51ON5 ARE TO FACE OF STUD FRAMING OR EDGE OF CONCRETE UNO INTERIOR DOOR5 4 0A5ENORK ARE SHOWN IN THEIR APPROXIMATE FINAL LOCATION5 - CONTRACTOR SHALL COORDINATE EXACT LOCATION5 TO INSURE MINIMUM GLEARANCE5 TO FINISHED WALLS, TRIM $ COUNTER TOPS PLUMBING FIXTURE5 ARE SHOWN IN THEIR APPROXIMATE FINAL LOCATION5 - LOCATE ROUGH FRAMING TO PROVIDE ADEQUATE CLEARANCE FOR PLUMBING 5Y5TEM5 CONTRACTOR 5HALL VERIFY ALL DIMENSIONS s, NOTIFY ARCHITECT OF ANY ERRORS OR D150REPAN01E5 PRIOR TO BEGINNING NORK. D1MEN5ION5 GIVEN ARE 5U5JE0T TO FIELD GONDITION5, MATERIAL5 4 METHODS U5ED - CONTRAGTOR SHALL FIELD VERIFY CRITICAL AND MINIMUM DIMEN51ON5 AND CLEARANCES ROOM FIN15H CEILING HEIGHT INDICATE5 PROMINANT ROOM CEILING HEIGHT; DO NOT SCALE DRANIN65 - CONTACT ARCHITECT FOR ANY DIMEN51ON5 M1551NG OR ILLEGIBLE TYPICAL INTERIOR HALL 15 5 /$" TYPE 'X' GYP ON EACH SIDE OF 2X6 OR 2X4 STUDS AT 16" 00 5HELF AND ROD AT ALL BEDROOM GL05ET5, UNO - SHELF TO B E 5UPPORTED BY CONT IX4 CLEAT LINEN CL05ET5 TO HAVE (5) 5HELVE5 5PACED AT 14" 00 N/ CONT 1X4 CLEAT U.N.O. PLATES, 51LL5 4 5LEEPERS IN CONTACT KITH CONCRETE 5LAB5 ON GRADE AND FOUNDATION NALL5 5HALL BE TREATED A5 REWIRED BY CODE EXISTING NALL TO REMAIN ^ _ - EXISTING NALL TO BE REMOVED NEW HALL M221%—" MA5r. -- MALLS — GEILIN& ST STONE AS 5PEG"D WD AS St'EG "D - NONE W TI WOOD G CARPET T E A5 SPEG'D 6F TEX' DRRYWALL 6P TEXT'URED DRYWALL W WOOD P THIN PLASTER EX EXIST TO REMAIN T TILE EX EXIST TO REMAIN I ' M --- W401 PROP05�D LOWER LEVEL FLOOR P1..,4N :rN `I P p.o. box 4251 edvvards, co 51652 p �►`tca q26 -'t168 f< 4 110 -126- '716 e Irorchitectecomcastnet O 1 2 4 feet MEW E6RE$5 WINDOW NEW EGRESS AINDOA NOTE: CONTRACTOR SHALL PREPARE ALL 5U5FLOOR ASSEMBLIES FOR FINAL FLOORING INSTALLATION. FINAL FLOOR FIN15HE5 TO BE INSTALLED WITH EVEN TRANSITIONS BETWEEN MATERIALS MAIN LEVEL I. REFRAME NORTH EXTERIOR WALL WITH 2X6 WOOD STUDS PER PLAN 2. REPLACE MAIN ENTRANCE DOOR AND SLIDING GLASS DOOR ON DECK 3. REPLACE ALL EXTERIOR WALL INSULATION 4. INSTALL NEW WINDOWS THROUGHOUT MAIN LEVEL PER PLAN INCL.UDIN6 EGRESS WINDOWS AT BEDROOMS 5. REFRAME FIREPLACE CHASE WITH 2X6 WOOD STUDS PER PLAN AND INSTALL NEW GAS LOG FIREPLACE INSERT, SURROUND PER OWNER WITH GLASS DOORS 6. REFRAME ALL DAMAGED ROOF RAFTERS PER STRUCTURAL -. REPLACE EXISTIN& SPIRAL STAIR WITH CODE COMPLIANT UNIT S. REPLACE INTERIOR DOORS, CASINGS AND HARDWARE ci. INSTALL NEW DRYWALL WITH TEXTURE AND PAINT, FINISHES TO BE APPROVED BY OWNER - T rf . 10. REPLACE ALL WINDOW AND DOOR CASINGS AND WALL BASE TRIM 11. INSTALL TILE FLOORS IN BATHROOM AND KITCHEN 12. INSTALL NEW CARPET AND PADDING PER SCHEDULES 15. INSTALL NEW SHOWER IN BATHROOM 14. INSTALL TILE WALLS IN BATHROOM 15. INSTALL NEW BATH HARDWARE 16. INSTALL NEW KITCHEN, TO INCLUDE CABINETS, COUNTERTOPS AND APPLIANCES PER KITCHEN CONSULTANT EXISTIN6 DECK STAIR TO REMAIN FULL TILE SURROUND AT SHOVER ENCLOSURE �� K BACKER At d' 2 1 t`- I J I 34' -S /4' i $' - %" 3' -0" 4' -/n i 1 e err 5 I OR.A6E CLOSETS I TO REMAIN E 201 I BEDR00M � M G W GP GP EX sHOwER q) I tY REFRAME EXI5TIN6 CLOSET 3rD" 3 „ 202 DOORS FOR NEA AIDTH 3` LIVING ROOM W 6P GP V BATHROOM #2 4 T T 6P /T I 6P I EX I I REMOVE EXISTING STUD TO ALLOW OF INSTALLATION OF SD a't ( NEW 5' -O" DIA SPIRAL STAIR PROVIDE 62 "42" FINISHED STAIRWELL REFRAME WALL5 FOR I PLACEMENT' OF STAIR n AND S1W ......... .. up i NEW HEAT N 6LO GERONA 36" 205 —�E I =2" GCR DIRECT VENT 6A5 FIREPLACE AND RAIS STONE STON HEARTH 4 4.2 CLOSET #2 _R _ 203 ' POST �n i .S OL05ET #1 SIMULATED -- \ � STONE VENEER IT I N NS L NT BY 1 t SD 3 %2" �✓'- la %"� 3' ° 1O 3 �4 ai 3' -2%" LINE OF - LOFT ABOVE BEDROOM #2 (� G A 61- v- I F-X ti. J ( DINING ROOM G A 6Pi 66P ( V EH Ell 2- 2' -II.. _S�" 3' -a" 1 4' -IOC" q" 2' --10" V-2 T 54 1 - 5 /4 11 MAIN LEVEL FLO FLAN 0 1 2 4 feet GENERAL C. iaNSTRUOTION NOTE5: DIMENSIONS ARE TO FACE OF STUD FRAMING OR ED6E OF CONCRETE UNO INTERIOR DOORS & GASENORK ARE SHOWN IN THEIR APPROXIMATE FINAL LOCATIONS - CONTRACTOR SHALL COORDINATE EXACT LOCATIONS TO INSURE MINIMUM CLEARANCES TO FINISHED WALLS, TRIM $ COUNTER TOPS PLUMBIN6 FIXTURES ARE SHOWN IN THEIR APPROXIMATE FINAL LOCATIONS - LOCATE ROUGH FRAMING TO PROVIDE ADFOUATE CLEARANCE FOR PLUMBING SYSTEMS CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 NOTIFY ARCHITECT OF ANY ERRORS OR DISCREPANCIES PRIOR TO BE6INNIN6 WORK. DIMENSIONS 61VEN ARE SUBJECT TO FIELD CONDITIONS, MATERIALS 4 METHODS USED - CONTRACTOR SHALL FIELD VERIFY CRITICAL AND MINIMUM DIMENSIONS AND CLEARANCES ROOM FINISH CEILING HE16HT INDICATES PROMINANT ROOM CEILING HEIGHT DO NOT SCALE DRAAIN65 - CONTACT ARCHITECT FOR ANY DIMENSIONS MISSING OR ILLEGIBLE TYPICAL INTERIOR WALL IS %" TYPE 'X' GYP ON EACH SIDE OF 2X6 OR 2X4 STUDS AT 16" OC a SHELF AND ROD AT ALL BEDROOM CLOSETS, UNO - SHELF TO BE SUPP6RTED BY COW IX4 CLEAT LINEN CLOSETS TO HAVE (5) SHELVES SPACED AT 14" OC WI CONT 1X4 CLEAT U.N.O. PLATES, SILLS $ SLEEPERS IN CONTACT WITH CONCRETE SLABS ON GRADE AND FOUNDATION AALLS SHALL BE TREATED AS REG7UIRED BY CODE EXISTIN6 E} STUD WALL, REPAIR AS .mac\ 3 In REPAIR FRAMING AND DECK BOARDS ON DECK AS NECESSARY NEA 2X4 FIREPLACE CHASE A/ NEW 5nt - FINISH TO MATCH HOUSE m SPIRAL STAIR, FLOOR TO FLOOR HE16HT = APPX W -11" 5' -0" CODE DIAMETER 11 TREADS, '7!6" MIN DEPTH o 12" FROM CENTER 12 RISERS, MAX HT. 4 1" MIN HEADROOM = 6' -6" EXISTIN6 WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL 3 _ EX EXISTING TO REMAIN V VARIES ST STONE AS SPEC'D W D AS 5PEC'D NONE W WOOD c CARPET - ryp 6P TEXT. DRYAALL 6P TEXTURED DRYAALL W ROOD T TILE AS SPEC"D P THIN PLASTER EX EXIST TO REMAIN T TILE EX EXIST TO REMAIN T TILE { i1 i i PERMIT SET Sheet dumber X2.1 I=XISTI NCB LEVE FLOOR PLAN MAIN + - p.o. box 4231 edvrards, co 81632 p 1'70 - a26 -'7168 f a-to- a26- '7I6'f �+ lraroh(tect�comcastnet 34' - EX15TINC-7 LOFT LEVEL FLOOR PLAN O 1 2 4 feet t. 54 1 - 5 /4 11 l NOTE: CONTRACTOR SHALL PREPARE ALL 5U5FLOOR ASSEMBLIES FOR FINAL FLOORING IN5TALLATION. FINAL FLOOR FINISHES TO BE INSTALLED WITH EVEN TRAN5ITION5 BETWEEN MATERIALS 54 1 - 5 /4 11 .. T, .. i QFJA m as .. ♦ I LOFT LEVEL I. IN5TALL EGRESS WINDOW ON SOUTH WALL OF BEDROOM 2. REFRAME INTERIOR PARTITIONS PER PLAN 3. REPLACE INTERIOR 1DOOR5, CA51N65 AND HARDWARE 4. REPLACE ALL WINDOW AND DOOR CA51N665 AND WALL BASE TRIM 5. INSTALL NEW HANDRAIL ALONG LOFT OPENING TO MAIN LEVEL 6. CLAD ROOF BEAMS AT LOFT LEVEL TO MATCH TYPICAL TRIM - 7. REPLACE ALL EXTERIOR WALL /ROOF INSULATION E5. INSTALL NEW DRYWALL WITH TEXTURE AND PAINT, FINISHES TO BE APPROVED BY OWNER - TYP. 4 1. INSTALL TILE FLOORS IN BATHROOM 10. INSTALL NEW CARPET AND PADDING PER 5CHEDULE5 11. INSTALL NEW SHOWER IN BATHROOM 12. INSTALL TILE WALLS IN BATHROOM 15. INSTALL. NEW BATH HARDWARE GENERAL CONSTRUCTION NOTES: O 1 4 feet DIMENSIONS ARE TO FACE OF STUD FRAMING OR EDGE OF CONCRETE UNO INTERIOR DOOR5 4 CA5EKORK ARE 5HOKN IN THEIR APPROXIMATE FINAL LOCATIONS - CONTRACTOR SHALL COORDINATE EXACT LOCATIONS TO INSURE MINIMUM CLEARANCES TO FINISHED WALL5, TRIM 4 COUNTER TOP5 PLUMBING FIXTURES ARE 5HOWN IN THEIR APPROXIMATE FINAL LOCATIONS - LOCATE ROUGH FRAMING TO PROVIDE ADEQUATE CLEARANCE FOR PLUMBING SYSTEMS CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 NOTIFY ARCHITECT OF ANY ERRORS OR DISCREPANCIES PRIOR TO BEGINNING WORK. DIMENSIONS GIVEN ARE 5UBJEOT TO FIELD CONDITIONS, MATERIALS $ METHODS USED - CONTRACTOR. SHALL FIELD VERIFY CRITICAL AND MINIMUM DIMENSIONS AND CLEARANCES ROOM FIN15H CEILING HEIGHT INDICATES PROMINANT ROOM CEILING HEIGHT DO NOT 5CALE DRAKIN65 - CONTACT ARCHITECT FOR ANY DIMENSIONS M1551N6 OR ILLEGIBLE TYPICAL INTERIOR WALL 15 r /a" TYPE 'X' GYP ON EACH SIDE OF 2Xb OR 2X4 5TUD5 AT Ib" OC SHELF AND ROD AT ALL BEDROOM CLOSETS, UNO - SHELF TO BE SUPPORTED BY CONT IX4 CLEAT LINEN CLO5ET5 TO HAVE (5) 5HELVE5 SPACED AT 14" OC K/ CONT IX4 CLEAT U.N.O. PLATES, 5ILL5 t' SLEEPERS IN CONTACT WITH CONCRETE 5LA55 ON GRADE AND FOUNDATION KALLS SHALL BE TREATED AS REQUIRED BY CODE in m EXI5TIN6 WALL TO REMAIN EXI5TIN6 WALL TO BE REMOVED NEW WALL TO REMAIN PL029__.._ BASE r ` - b6W=2 ST STONE AS 5MVP W A OD A5 SPWO - NONE W WOOD O CARPET NO 6P TEXT. DRYWALL 6P TE.XWREP DRYWALL ALL TILE A5 SPEG'D P THIN PLASTER EX EXIST TO REMAIN T TI�I ) Ex EXIST TO REMAIN iI PERMIT 5FT 5heet Number r ' WO A�M ATTIC SPACE LOFT BATHROOM __ T T &PIT GP V S F 3 - 5TORAGI= 03 ! � I �J t � � vu in b I Io lt (5 CLK FI REFRAME NEW EGRES 301 �i_2" AND DATI WINDOW FfANRDAIL 5EE DETAIL SD d LOFT C W &F1 c7pi V I 3 ..... �� A42 IP r ATTIC SPACE in m EXI5TIN6 WALL TO REMAIN EXI5TIN6 WALL TO BE REMOVED NEW WALL TO REMAIN PL029__.._ BASE r ` - b6W=2 ST STONE AS 5MVP W A OD A5 SPWO - NONE W WOOD O CARPET NO 6P TEXT. DRYWALL 6P TE.XWREP DRYWALL ALL TILE A5 SPEG'D P THIN PLASTER EX EXIST TO REMAIN T TI�I ) Ex EXIST TO REMAIN iI PERMIT 5FT 5heet Number r ' WO A�M 12 F L - I F1 EXISTING WOOD SHAKE -y ROOF TO REMAIN FIN FLR LOFT LEVEL FIN FLR LOFT LEVEL -- ...... ---- ---------- YEL= +al'• 2" Y EL +e>l'- 2" 6w -o 'A A CM 4.1 _W1 N EW WINDOWS AND NEW Vq]Nr,>ONS AND kNqov TR WOOD MM, TYP jM Tyl:� LL Al NEW FIREPLACE CHIMNEY WITH STUCCO FINISH TO MATCH EXISTING HOUSE L ............... — - -- - ------------- ................... – ---- ------ – ................ ... ....... -------- K Lt=VJ=L FIN FLR UPPER LEVEL EL= + 5 1/2" — - — - — - — --- - — - — - — - — - — - — - — - - — - - — - — - — - bot of f loor j oist --------- - Vol cfF • NEN IN NVOY45, REPA 57UCCO REFAOR'.STVOOO FINISH AS REO'r,> .0 --.FINI.H T, : FIN FLR LOVqER LEVEL J,FiN FL LOWE LEVEL -------------- - -- ---------- ------------------------------------------------------- -- -------- ---------- APFXFINAL — - Y EL= +63 '- cl 1/2" - cl 1/2 I --- -AFFX. FINAL 6F1,ADF I GRADE L doom =VATION pmmi=�� 0 r "'" 4 feet REPAIR DAMAGED ROOFING MATERIAL AT BURNED AREAS NEW FIREPLACE CHIMNEY WITH STUCCO FINISH TO MATCH EXISTING HOUSE - - - --------------- - --------- - ---- REPLACE DAMAGED EXTERIOR WOOD SOFFITS AND FASCIA BOARDS AS REQUIRED. REPLACE DAMAGED EXTERIOR WOOD 51DIN(5 AND SHEATHING . ........ - ------- A4 AS REQUIRED EXISTING WOOD DECK TO REMAIN r 1. REPAIR DAMAGED ROOFING MATERIAL AT BURNED AREAS AND AT NEW ROOF 5NON GUARDS :2. REPLACE ALL EXTERIOR WALL INSULATION 5. INSTALL SNOW eUARL FENCES ON EAST AND NEST 51PE OF ROOF TO PROTECT LOWER f=P1:;)1=511Q AREA5 4. INSTALL WINDOW TRIM ON NEW NINt:>OJ^15 AS REQUIRED 5. REPLACE DAMAGED EXTERIOR WOOD 511::>INe AND SHEATHING A5 REQUIRED. 6. REFLACt= DAMAGED EXTERIOR WOOD 5OFFITS AND FASCIA 50ARD5 A5 REQUIRED. - 1. REPLACE AND/OR REPAIR DAMAGED ROOF 5EAM5 AND OOLUMN5 PER STRUCTURAL S. INSTALL Nr= STUCCO FIN15H ON FIREPLACE CHIMNEY TO MATCH EXISTING HOUSE EXISTING WOOD SHAKE ROOF TO REMAIN --------- - -------------------- ti AFPX FINAL GRADE ----------------------------- --- ------ EXISTING STORAGE CL05ET5 , L N F 0 [0 ou F 71 NEW ENTRY EXISTING 5TORA&F TYP DOOR 4 TRI CLOSET TO REMAIN r 0 1 2 4 f eet NEW FIREPLACE CHIMNEY WITH 571)COO FINISH TO MATCH EXISTING HOUSE D.V. FIREPLACE TERMINATION CAP NEW ININDOYS15 AND TRIM PER PLAN FIN FLR LOFT LEN/EL EL= +51'- 2" .100 NEW YqlNr,>ON5 AND WOOD TRIM, TYP EXISTING V400D PECK TO REMAIN --- -APFX FINAL GRADE FIN FLR LOWER LEVEL r=L= +(oB'- q 1/2" /ES EL V Q N PM 0 1 2 4 feet 12 Lovirence Arr,h1te<,t box 4251 p f I _ - - _ . -- i -_ - -. REPLACE AND/OR REPAIR DAMAGED ROOF BEAMS AND COLUMNS PER STRUCTURAL i .Y. I fl-I s.✓ TERMINATION CAP NORT' *L_ = O 1 2 4 feat NEW ININVOY45 AND V4000 TRIM, TYP FIN FLR LOFT LEVEL EL= +51'-Z' FIN FLR UPPER EL= +72 51/2 FIN FLR LOFT LEVEL V EL= +al'- 2" REPAIR NORTH WALL OF HOUSE AS REO'D 15 U X 0 lu OL bi— - Z -A 4-A > tu C\ Sheet Number A5.1 if t TYP FLOOR CON5TRUCTION AT LOFT / 11/2" DIAMETER WOOD HANDRAIL 4x4 WOOD NEWEL P05T ATTACH TO LOFT FLOOR FRAMING GUARD RAIL 36" ABV FINISHED FLOOR, T'I'P 2X4 BOTTOM RAIL CARPET PER SPEC GYP. BOARD SCALE: 1 ! / 2" = 1'-0" I 4 i �1 O S1 I ENTRY DOOR SOLID GORE 6LAS5 PANELS INTERIOR DOOR t" € SHOWER EN01-05URE III � J VARIE5 SOLID GORE WD 2 FANEL III twill I. SEE FLOOR PLANS FOR DOOR 5WING / OPERATION 2. ALL SWINGING DOORS TO RECEIVE STOPS - STYLE PER OWNER 5. SUBMIT HARDWARE SCHEDULE AND DOOR SHOP DRAWIN65 FOR APPROVAL 4. INTERIOR DOORS AND FRAMES SHALL BE WOOD STYLE AND RAIL - FINISH PER OWNER 5. ALL DOORS TO BE HUNG IN SUCH A MANNER THAT THE DOOR HEAD TRIM SHALL ALIGN WITH WINDOW HEAD TRIM IN ALL GASES THROUGHOUT THE HOUSE. NO Room T` p' = DOOR H'�"���'�'`�� fi�.�M,�RK,S WIDTH HE I &HT TH I GKN�55 MATERIAL. I I N 15H MATERIAL. I I N 15H 101 UTILITY ROOM A 2' -8" b' -8" 1 5 /4 11 METAL CLAD PAINT W00D PAINT ENTRY SET 102 MAIN ENTRY A 2' -8" 6-8" 1 - METAL CLAD PAINT W000 PAINT ENTRY SET 103 ENTRY CLOSET D I' -b" 6-8" 1 WOOD PAINT WOOD PAINT PASSAGE 104 BEDROOM #2 B 2' -b" b' -8" I" WOOD PAINT WOOD PAINT PRIVACY 105 CLOSET #2 D 5' -0" BIFOLD b'-8" 1 34" WOoD PAINT WOOD PAINT DUMMY Wf BALL CATCH 106 BEDROOM 41t1 B 2' -8" b' -8" 1334" WOOD PAINT W00D PAINT PRIVACY 10"7 CLOSET #1 D 5' -0" BIFOLD 6' 134 W OOD PAINT Wool PAINT DUMMY W! BALL CATCH 105 }BATHROOM B 2 -8" b' -�*" 134° WOOD PAINT WOOD PAINT PRVACY 201 MAIN ENTRY A 5' -O" 6' -8" 1 34" METAL CLAD PAINT W00D PAINT ENTRY SET 202 MAIN ENTRY OL05ET B 5' -0" BIFOLD 6' -8" 1 34" WOOD PAINT WOOD PAINT DUMMY W/ BALL CATCH 203 BEDROOM #2 B 21_6" 111 1 34" WOOD PAINT WOOD PAINT PRIVACY 2o4 CLOSET #2 B 2' -4" 6' -8" 134 W00D PAINT WOOD PAINT PA55A&E 205 BEDROOM #1 B 2' -b" b' -8" 1 fW WOoD PAINT WOOD PAINT PRIVACY 206 CLOSET #I B 2' -4" 6` -8" 1 34" WOAD PAINT WOOD PAINT PASSAGE 201 BATHROOM B 2' -4" b' -8" 134" W00D PAINT WOOD PAINT PRIVACY 208 SHOWER G 2 V.I.F. PER MANUR GLASS -- METAL -- -- 301 BATHROOM B 2' - 4" 6' -8" 134° W00D PAINT WOOD PAINT PRIVACY 502 STORAGE 5 2' -4 6' -8" 1 3 " WOOD PAINT WOOD PAINT PA55AGE 502 CLOSET D 4' -O" BIPOLD 6' -8" 1 WOOD PAINT WOOD PAINT DUMMY W! BALL CATCH w 0 z NEW WOOD SIDING TO MATCH EXISTIh AS REQUIRED CONT DRIP FL.A5HIN6. GOUNTE FLASH w/ 6" WIDE OF 5ELF- ADHE5k MEMBRANE, OUT 11 PAPER. 2" x b" CEDAR HEAD TRIM, TYP CONT. SEALANT AND BACKER R01 CONT. SEALANT 12" STRIP SELF ADHESIVE WATERPROOF MEMBRANE, TYF 22" x 6" CEDAR W11 WINE CONT. SEAL/ AND BACK.E 2" x 6" CEDr SILL TRIM - CHAMFEREE% AT TOP, BUT JOINT AT CC NEW WOOD TO MATCH E AS REQUIRE SELF ADHEE WATERPROC MEMBRANE PLYWOOD � PER 5TRl WALL FRAMING VAPOR BARRIER DRYWALL HEADER RE: STRUCTURAL 2 4" WOOD TRIM, TYP SCREEN WINDOW FRAME SCALE 5 -4 APOR BARRIER 'RYWALL TALL FRAMING W' WOOD TRIM, TYP GREEN 50ALTE 5" =-l'- >0REEN 4I NDOW FRAME HOOD SILL, TYP 24" WOOD TRIM, TYP DRYWALL /APOR BARRIER 1 4ALL FRAMING C� III SOALE 5" =1'-o N OTE: SILL IN ALL GRPS ,brN]D SHIM SPAGE� BETWEEN WINDOW ,4ND ROUGH FRAMING WITH �dAM INSUl.�rTIC?N :1 I dJI ctl� � 1€ li ° I # I , f ' f i o , 2' -53/4' 21 -53/1 if) ® _ ------------------- s F1 T � j I t W I NL�OV� Q Q 5 0 -lI ° I I 3 i I 2 ' - -- 7 y4., I f { if I If •�� — �•�r - -�� -- € I 1 s {III I I€ W INUC�W Q Q � �} Q GENERAL NOTE5 : N I NDONS I. WINDOWS ARE SHOWN FROM OUT5IDE 2. ALL WINDOW5 SHOWN HERE SHALL BE JELD-WEN PREMIUM CLAD WOOD WINDOWS WITH LOW 'E' GLAZING, UNO 3. DIMENSIONS GIVEN HERE ARE WINDOW FRAME DIMENSIONS DIMENSIONS GIVEN APPLY TO WINDOWS MANUFACTURED BY "JELD -WEN" IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY To ADJU5T FRAME AND ROUGH OPENING SIZES AS REQUIRED IF WINDOWS BY ANOTHER MANUFACTURER ARE INSTALLED 4. CONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENINGS AND FRAME DIMENSIONS AND SHALL REVISE AS NECE55ARY FOR PROPER INSTALLATION OF WINDOWS 5. CONTRACTOR SHALL PROVIDE SAFETY GLAZING AND E6RE55 WINDOWS WHERE REQUIRED BY CODE 6. GLAZING SHALL BE TEMPERED, HIGH 5TRENGTH OR LAMINATED AS REG2UIRED "I. ALL WINDOW5 TO BE LOW " E " . TYPICAL SLIDER WINDOW UNIT RATING = .35v b. FIXED WINDOWS To BE SASH SET TO MATCH CASEMENT OR AWNING WINDOWS 9. 5EE ELEVATION5 AND FLOOR PLANS FOR HANDING OF OPERABLE DOof;?.S AND WINDOWS p 9"70- 926 -'7168 f 970- 926 - 116 o Irarchttoct®comcashrlet t� PERMIT 5E'T Sheet Number ho am l A I W - NEW METAL DRIP EDGE AS REQUIRED • s , p.o. box 4231 odwards, co 81632 NEW FIREPLACE CHIMNEY EXISTING ROOF BEAMS, REPAIR PER STRUCTURAL AND WRAP IN WOOD TRIM, TYP X 12 P BD GEILING STING GLU -L.AN 4M Al LVL BEAMS r ACH PER 5TRL N 2X12, ATTAC! R, STRUCTURAL (P BD CEILING AP BEAM D FINISH PER T N INTERIOR WC SCALE: ! = 1' -0" SE"O T 10 N A T R`0 0 F"o Ro"10)6t" BEAM SCALE: I % = 1' -0" FIN FLR UPPER LEVEL V �j'` EL= +'72'- 5 1/2" NEW GYP WALLBOARD CEILING5 AND WALLS AS REQ'D --��: FIN FLR LOWER LEVEL 1' EL= +65'- q 1/2" R -50 BLOWN IN BLANKET SYSTEM (BIBS) FIRERGLAS ROOF INSULATION 'MEMBRAIN SMART' VAPOR RETARDEPZ. 'ROOF RAFTER -'/ .PER STRUCTURAL 5 /8" TYPE °X° DRYWALL WALLS AND GEILING 6 MIL POLY -- - AIR/VAPOR BARRIER HEADER SEE 5TRUCT FOAM SEAL ALL WINDOWS AND DOORS AT 6AP5, TYP WINDOW TRIM- - - --- NEE DETAIL "IAIN LEVEL LIVINO R'JdM 2X6 DOUBLE SILL PLATE- R-15 BLOWN IN BLANKET SYSTEM (5155) FIRERGLA5 WALL INSULATION WOOD STUD WALL PER STRUCTURAL WALL BASE PER TYP FIN FLOOR PER SCHEDULE FLOOR J015T --' PER STRUCTURAL NEW INSULATION - - BETWEEN MAIN AND LOWER LEVELS 2X DOUBLE TOP PLATE r /a" TYPE "X" DRYWALL WALLS AND CEILING HEADER SEE 5TRUGT WINDOW TRIM - SEE DETAIL LOWER LEVEL �1-s 141 LI\IlNrz2 ROOM FOAM SEAL ALL WINDOWS AND DOORS AT 6AP5, TYP 2X6 DOUBLE SILL PLATE-- & MIL POLY - AIR /VAPOR BARRIER R -15 BLOWN IN BLANKET SYSTEM (BIBS) FIRERGLA5 WALL INSULATION WOOD STUD WALL -- PER STRUCTURAL WALL BASE PER TYP FIN FLOOR PER SCHEDULE rr n rAor EXISTING CONORE SLAB TO REMAIN V v , D A A i J! O LLJJ t r) SECTION AT No&Kox%TH WALL xALE K - -o EXI5TIN6 FA50IA5 TO REMAIN, REPAIR DAMAGED PORTIONS AS REQUIRED 2X DOUBLE TOP PLATE NEW WOOD 51DIN6 TO MATCH EXISTING FLASHING AT WINDOW HEAD, TY'P 2X6 R.5. CEDAR WINDOW TRIM 2X6 R.S. CEDAR WINDOW TRIM NEW WOOD 51DING TO MATCH EXISTING AS REQUIRED EXISTING DECK TO REMAIN MAIN LEVEL EXISTING STUCCO TO REMAIN 51M. w EXISTING 5TUC00 TO REMAIN - REPAIR AS R.EQ'D, NEW 5TUOCO FIN15H AT REBUILT FIREPLAOE CHIMNEY OVER I" RIGID INSULATION PANELS PLYWOOD SHEATHING PER STRUCTURAL 2x TREATED SILL PLATE WITH CONTINUOUS SILL ANCHOR BOLTS @ 4' -0" 0.c. - EXISTING CONCRETE SLAB ON GRADE TO REMAIN LOWER LEVEL p A A A u f D i> D P EXISTING FOUNDATION WALL AND FOOTING p 4 110 - :426 -11bei f 41"t0- 4126 -1161 o Irarchi PERMIT 5ET Sheet dumber FAN NORTH INTE RIOR ELE�lATION DESIGN CRITERIA: GARRET RESIDENCE JOB #: 0812 -03 Roof Live Load (Snow) -------------------------- - - - - -- 80 psf Roof Dead Load ------------------------------ - - - - -- 15 psf Floor Live Load — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 40 psf Floor Dead Load ------------------------------ - - - - -- 15 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) IBC /IRC Edition ------------------------------ - - - - -- 2003 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir —Larch # 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 —torch 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, unless noted otherwise. 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. 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. g. Bolts used for wood framing connections shall be installed with standard washers and nuts. h. 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 a) 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. iii) For members consisting of more than four members, contact structural engineer. i. All lumber used in construction shall have a maximum moisture content of 19 %. j. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x4 or 2x6 studs @ 16" o.c. to a maximum height of 12' -0 ", 2x4 or 2x6 studs @ 12" o.c. to a maximum height of 14' -0 ", and (2) -2x4 or (2) -2x6 studs @ 16" to a maximum height of 17' -6" unless otherwise noted. Walls taller than 17' -6" shall be framed with manufactured laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strop ties (Simpson ST292 or equivalent). B. Gable —end walls shall be balloon— framed to the bottom of rafters or end —wall trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (2) -2x10 headers over all door and window openings, with one 2x4 trimmer and one 2x4 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple —stud posts equal to width of bearing member unless noted otherwise. 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. 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. C. 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. d. 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. e. 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. f. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. I FF IVI IVI IA! 1111 _ ® L (E) JOISTS 1 )/2 (E) (3) -2x10 7 2 5 f8 „ 2 5 f8 „ (N) (3)- 1 LVL SCALE: 3/4" = 1' -0" (2) —SIDE R's: Y4 "x9 "x0' -9" W/ (2) - "O THRU —BOLTS BRG. Y4 R: »x o r W/ Y2 "Ox6" LAG YI I (N) 1 LVL's PER r I PLAN I i NOTCH (E) RAFTERS TO BEAR ON (N) LVL's EA. SIDE OF RIDGE N (E) 2x8 RAFTERS u i� A i C N i— (E) G.L. RIDGE BM. Y2 "O THRU —BOLTS @ 16" O.C. (STAGGERED) SCALE: 3/4" = 1' -0" r x ,0 1 i r r (E) 2x8 RAFTERS r i 11 1 Y2 "0 THRU —BOLTS @ i 16" O.C. (STAGGERED) N (E) G.L. BM. (N) (1) -2x12 PER PLAN SCALE: 3/4" = 1' -0" NEW STAIR OPENING 1L-- _` I� II 11 II ! I I ' 1► I I +� I (E ) 2x1 J 's @ 16" 0.0 <c I N II Ii II I e c II II II ICI I I I _J — J_ - - - -__ — - tee — — - - — — — . � _-- �� —�- -- - OFT F SC / . CONNECTION SCHEDULE �l FACE JOIST , II 11 I I I I I 1 I (6) -16d fl it i1 II C> II II i II' II l i i 11 IL J II � I I 11 ,tip" `� A C I CONT. NEW STAIR OPENING 1L-- _` I� II 11 II ! I I ' 1► I I +� I (E ) 2x1 J 's @ 16" 0.0 <c I N II Ii II I e c II II II ICI I I I _J — J_ - - - -__ — - tee — — - - — — — . � _-- �� —�- -- - OFT F SC / . CONNECTION SCHEDULE TOP FACE JOIST Q SIMPSON LUS210 -2 — (8) -16d (6) -16d fl SIMPSON HUC612 — (16) -16d (6) -16d © SIMPSON LUS210 — (8) -10d (4) -10d NORTH MAIN FLOOR FRAMING PLAN PLAN NOTES FOR NEW FRAMING: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: a NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. 3. "0 " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 4. (E) REFERS TO EXISTING CONSTRUCTION ( - - -- - -- - -- - - ), (N) REFERS TO NEW ( ). 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. I — ROOF FPLAN 4 0 PLAN NOTES FOR NEW FRAMING: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 0 2. ALL POSTS ARE LABELED AT THE TOP. 3. (E) REFERS TO EXISTING CONSTRUCTION (- - - -- ), (N) REFERS TO NEW SCALE: 1 /4" = 1' -0" !" PLAN NOTES FOR NEW FRAMING: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 0— NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 2. (E) REFERS TO EXISTING CONSTRUCTION ( - - - .' - ), (N) REFERS TO NEW f ICI 2"009 > Co Q N ` 00 ('0 C7 ¢ 0 oa o0 Z 0) 0) 0 0 : Z VI 0 Q, Co W d 'E ( o D ~roV_ 1- (0 CO -! '_.� Z C ' Q q�j N��� 0 h LO ( o 00 0) 0) U 0(.)0)0) L m —T OX © - designed by MPS drawn by M TN checked by TDH issued PERMIT 4/09 sheet S1 JOB #0812 -03