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HomeMy WebLinkAboutPLANS 3/16/02 - 01-00015 - Center Court Apartments - 12 Plex BldgROBINSON APARTMENTS PROJECT DESCRIPTION: DESIGN REQUIREMENTS: 1. GOVERNING CODE: 1997 UBC SNOW - 35 LBS 2. OCCUPANCY: RI WIND - 80 MPH 3. TYPE OF CONSTRUCTION: V-N EXPOSURE - C 4. LOCATION ON PROPERTY: NON-RATED SEIZMIC - ZONE 3 5. OCCUPANCY SEPARATION: NOT REQUIRED FLOOR LIVE LOAD - 40 PSF SPRINKLERED: NO FLOOR DEAD LOAD - 15 PSF 6. NUMBER OF STORIES: 2 ROOF DEAD LOAD -15 PSF BASEMENT IN 12-PLEX 7. FIRE RESISTIVE REQUIREMENTS: ONE HOUR SEPARATION BETWEEN UNITS ROBINSON APARTMENTS COVER SHEET DATE: 3/16/02 COVER NE TO CONNECT IC TY WATERMA NTQ NEW 2ND NORTH IRE HYDRANT ZI-NEW 5' WIDE SIDEWALK 22" 33' 22' 25' RIGHT-OF-WAY 170' 763 SQUARE FOOT LANDSCAPING AREA 25' 2 —17.5'- C SCALE 1" = 30' I I ]WEAK OF SLOPE NOTES: w 1 " I G I W x y z 1. ALL PARKING SPACES C EXISTING SHED a D ARE 9'x 18' UNLESS E m MARKED AS COMPACT C EXISTING BUSINESS K (C) WHICH ARE 8'x 15'. C a THERE ARE 10 1-1/2' SERVICE LINETCH " y COMPACT SPACES AND PROPOSED 51'x68' RENCHBDRAIN ASIN OVER i 51 REGULAR. 12-PLEX WITHIRE C RANT APPROXIMATELY 8484 SQUARE FEET 5' SIDEWALK 160' vi m 2. ALL AISLE WIDTHS m ARE 22' WIDE. 2 f W8IER LINE: 9 20' C DUMPSTER z 3. TOTAL AREA OF LOT 1, LOCATION IS 44778 SQUARE FEET, TOTAL AREA OF THE V OD 2' SERVICE LINE NEW 5' WIDE SIDEWALK BUILDINGS AND THE CA PROPOSED 51'x68' m Z z PARKING LOT 1-I/2' SERVICE LINE f e-PLEX WITH APPROXIMATELY COMBINED IS 34204 4' SEWER SERVICE -CATCH BASIN OVER + RENCH BRAIN 5656 SQUARE FEET ONE UNIT TO BE 00 A SQUARE FEET. SQUARE SQUARE PROPOSED 51'x68' USED AS LAUNDRY �D THE FOOT 12-PLEX WITH y III�JJJf LAND- APPROXIMATELY 1 PERTHECENTAGE OF SOAPING 8484 SQUARE FEET AREA 5' SIDEWALK rri HARD -SURFACE IS 76% OF TOTAL. 25•--- 4' SE4'ER 6' 5' SIDEWALK SE VIE SEVER SER µJ1C 4. DRIVEWAY QEµ sE 5240 SQUARE FOOT LANDSCAPING APPROACHES TO BE IT, 93.6' A, sE AREA CONSTRUCTED TO CITY 1 236,4 I ANDICAP SPACEOFREXBURG INISH ASPHALT TO CONNECT SPECIFICATIONS TO EXISTING PARKING LOT APARTMENT faNG S. EX ISTEXISTING STUB FOR 6'/' ELOTI "SANITARY SqA,/T4,py EXISTING APARTMENT SEWER SERVICE PARKINGNG FIRG EASEMENT SE.V fp SfR�t CE' EASEMENT EXISTING LOTROUGH ROBINSON APARTMENT COMPLEX SCALE PLOT PLAN DATE: 3/16/02 ' PAGE 1 WINDOWS OA 5° X 4° SLIDER 33' 11-112' ® 3° X 3" SLIDER 12'7-1/2' —2'8' 5'10' 6'0'© 4" X 40 SLIDER B DOORS BARBACKING PROVIDE GRAB O BAR HA 1� 3"X 6 a METAL EXTERIOR DOOR 2O 3° X 6° 6—PANEL INTERIOR DOOR 6'1 AS REQUIRED ® 20 X 6- 6—PANEL INTERIOR DOOR © Q DISHWASHER /STAINLESS O 4" X 68 6—PANEL BY—FOLD DOOR BEDROOM #1 O STEEL SINK WITH © 5" X 6e 6—PANEL BY—FOLD DOOR BATH 0 GARBAGE DISPOSAL NOTES: © KITCHEN/DINING 1. ALL BEARING HEADERS TO BE 2-2X10 BOX TYPE 2X6 PLUMBING WALL WITH INSULATION IN DEAD SPACE 5'8' a PROVIDE GRAB BAR 2. ALL EXTERIOR CORNERS TO BE FRAMED 2 BACKING AT TOILET "CALIFORNIA STYLE" SO INSULATION CAN BE );2 2 OFPRn \ EO 0 PUSHED BEHIND IN CAVITY 3. ALL EXTERIOR '0-1/2' `TILE LINE WALLS TO BE FILLED FULL WITH BLOWN IN FIBERGLASS INSULATION 4. ALL WALLS BETWEEN UNITS SHALL BE 2'0-1/2' BAR BACKING 2X4 PARTY WALL BUILT WITH 2X4 STUDS THAT CONSTRUCTED AS 1 HOUR FIRE RATED ASSEMBLIES O STAGGER FROM THE AS PER DETAIL "C" ON PAGE 16 4'9' O T ADJACENT WALL'S STUDS SEE DETAIL C ON PAGE 16 5. FIRE WALL SHALL CONTINUE IN ATTIC AS PER FURNACE- I} DETAILS ON PAGE 15 1 WATER 3'0' ALL EXTERIOR WALLS TO BE 2X6 6. ALL FLOORS BETWEEN UNITS SHALL BE HEATER 16' D.C. AND ALL INTERIOR WALLS TO BE 2X4 16' O.C. UNLESS NOTED INSULATED WITH FIBERGLASS BATT INSULATION BEDROOM #2 OTHERWISE (R19) O ® LIVING 7. ALL BEDROOMS TO HAVE EGRESS WINDOWS AND ROOM SMOKE DETECTORS AS PER THE 1997 UNIFORM 5'0` 2 O BUILDING CODE 8. ALL DRYWALL ON LOWER CEILINGS TO BE 2 LDRYWALL LAYERS OF 1/2" FIRE RATED OVER SOUND CHANNEL, O © UPPER CEILING, ALL PARTY WALLS AND ALL USED FOR FIRE SEPARATION SHALL BE 5/8" THICK FIRE RATED AND ALL OTHER DRYWALL TO BE 1/2" THICK 12'5-1/2' - -5'0-1/2' 2'9' 7'6' 5'8-1/2' 9. BATHROOM WALLS SHALL BE DRYWALLED WITH WATER-RESISTANT GREEN DRYWALL 10. ALL FOUR OF THE APARTMENTS ON THE FIRST FLOOR IN THE 12-PLEX SHALL BE ACCESSIBLE "TYPE B" UNITS TYPE "B" UNIT (l st Floor) 707 SQUARE FEET 11. KING ODMS TOILET AN TUB H NITS WILL HAVE BACKING FOR TOILET AND TUB HANDICAP GRABBARS. 12. SEE DETAIL ON PAGE 16 FOR FRAMING CUT THROUGH. 13. KITCHEN AND BATHROOM TO HAVE TILE FLOORS ROBINSON APARTMENTS ADAPTABLE ACCESSIBLE UNIT FLOOR PLAN DATE: 3/16/02 SCALE: PAGE 2 1/4" = 1' WINDOWS 33' 11-1/2' (A Y X 4" SLIDER 12'7-1/2" 2'8" 5'10' 6'0' ® 3° X 30 SLIDER OC 4° X 4' SLIDER PROVIDE GRAB O DOORS BARS AS REQUIRE O 3' X 6' METAL EXTERIOR DOOR 6'1° © ..HANDICAP WORK 2 30 X 6' 6-PANEL INTERIOR DOOR O DISHWASHER AREA AS PER ® 20 X 6' 6-PANEL INTERIOR DOOR FAIR HOUSING BEDROOM #1 TYPE "A" BATH 00 STAINLESS STEEL SINK 040X6' 6-PANEL BY-FOLD DOOR WITH GARBAGE DISPOSAL @5'X6' 6-PANEL BY-FOLD DOOR A117.1 R1998SI KITCHEN/DINING 1'4'9_�_BACKING NOTES: 2X6 PLUMBING WALL 5'8' 2O Q 1 GRAD BAR TOILET 1. ALL BEARING HEADERS TO BE 2-2X10 BOX TYPE WITH INSULATION IN DEAD SPACE 2O 2'0' (NILE LINE 20'0' 2. ALL EXTERIOR CAL FORNIA STYLE' SO INSULATION RS TO BE CAN BE ED 2 0-1/2' f 2X4 PARTY WALL BUILT PUSHED BEHIND IN CAVITY PROVIDE GRAB WITH 2X4 STUDS THAT STAGGER FROM THE 3. ALL EXTERIOR WALLS TO BE FILLED FULL WITH BAR BACKING ADJACENT WALL'S STUDS BLOWN IN FIBERGLASS INSULATION 2'0-1/2' O SEE DETAIL C ON PAGE 16 4. ALL WALLS BETWEEN UNITS SHALL BE 4'9' O ALL EXTERIOR WALLS TO BE 2X6 CONSTRUCTED AS 1 HOUR FIRE RATED ASSEMBLIES FURNACE- TO O.C. AND ALL INTERIOR WALLS AS PER DETAIL "C" ON PAGE 16 TO BE 2X4 16' O.C. UNLESS NOTED WATER 3'0' OTHERWISE 5. FIRE WALL SHALL CONTINUE IN ATTIC AS PER HEATER -Ill DETAILS ON PAGE 15 1 BEDROOM #2 6. ALL FLOORS BETWEEN UNITS SHALL BE © ® LIVING ROOM INSULATED WITH FIBERGLASS BATT INSULATION (R19) 5'0° 20 SMOKE DETECTORS AS PER THE7. ALL BEDROOMS TO HAVE 1997 SS WINDOWS AND 997 UNI ORM BUILDING CODE lO O 8. ALL DRYWALL ON LOWER CEILINGS TO BE 2 LAYERS OF 1/2" FIRE RATED OVER SOUND CHANNEL, UPPER CEILING, ALL PARTY WALLS AND ALL DRYWALL USED FOR FIRE SEPARATION SHALL BE 12'5-1/2' 5'0-1/2' 2'9' 7'6' 5'8-1/2' 5/8" THICK FIRE RATED AND ALL OTHER DRYWALL TO BE 1/2" THICK 9. BATHROOM WALLS SHALL BE DRYWALLED WITH WATER-RESISTANT GREEN DRYWALL 10. BATHROOMS IN TYPE "A" ACCESSIBLE UNITS WILL HAVE TILET TYPE "A" UNIT (1 st Floor in 8-Plea) 707 SQUARE FEET AS PER ANSI A117.1D TUB HANDICAP GRABBARS 11. SEE DETAIL ON PAGE 16 FOR FRAMING CUT THROUGH. 12. KITCHEN AND BATHROOM TO HAVE TILE FLOORS ROBINSON APARTMENTS ACCESSIBLE UNIT FLOOR PLAN DATE: 3/16/02 SCALE: I PAGE 3 1/4" = 1' 6'1' 5'8' 21'6' 4'9' 5'0' 13'5-1/2' BEDROOM #1 O BEDROOM #2 -- 12'5-1/2' 33' 11-1/2' 2'8'1 5'0' +—i 6'0' 6 O 0 "Ll3HWA4HLK 00 STAINLESS STEEL SINK WITH GARBAGE DISPOSAL BATHcl[ KITCHEN/DINING 1'4' OZ 2X6 PLUMBING WALL 2'0' TILE LINE 4 2'0-1/2' 2X4 PARTY WALL BUILT WITH 2X4 STUDS THAT STAGGER FROM THE 2'0-1/2' O ADJACENT WALL'S STUDS SEE DETAIL C ON PAGE 16 i ALL EXTERIOR WALLS TO BE 2X6 FURNACE_ 16' O.C. AND ALL INTERIOR WALLS WATER 3'0° TO BE 2X4 16' D.C. UNLESS NOTED OTHERWISE HEATER I LIVING ROOM 5'0-1/2'---2'9'—{ -7'6' TYPICAL UNIT (2nd and 3rd Floors) m 5'8-1/2' 707 SQUARE FEET 20'0' WINDOWS 0 5° X 4° SLIDER ® 30 X 3" SLIDER © 4" X 4° SLIDER DOORS O3"X 6' METAL EXTERIOR DOOR 0 3° X 6' 6 -PANEL INTERIOR DOOR O 2'X 6- 6 -PANEL INTERIOR DOOR 40 20 X 6- 6 -PANEL INTERIOR DOOR SO 40 X 6- 6 -PANEL BY -FOLD DOOR © 5° X 6- 6 -PANEL BY -FOLD DOOR NOTES: 1. ALL BEARING HEADERS TO BE 2-2X10 BOX TYPE WITH INSULATION IN DEAD SPACE 2. ALL EXTERIOR CORNERS TO BE FRAMED "CALIFORNIA STYLE" SO INSULATION CAN BE PUSHED BEHIND IN CAVITY 3. ALL EXTERIOR WALLS TO BE FILLED FULL WITH BLOWN IN FIBERGLASS INSULATION 4. ALL WALLS BETWEEN UNITS SHALL BE CONSTRUCTED AS 1 HOUR FIRE RATED ASSEMBLIES AS PER DETAIL "C" ON PAGE 16 5. FIRE WALL SHALL CONTINUE IN ATTIC AS PER DETAILS ON PAGE 15 6. ALL FLOORS BETWEEN UNITS SHALL BE INSULATED WITH FIBERGLASS BATT INSULATION (R19) 7. ALL BEDROOMS TO HAVE EGRESS WINDOWS AND SMOKE DETECTORS AS PER THE 1997 UNIFORM BUILDING CODE 8. ALL DRYWALL ON LOWER CEILINGS TO BE 2 LAYERS OF 1/2" FIRE RATED OVER SOUND CHANNEL, UPPER CEILING, ALL PARTY WALLS AND ALL DRYWALL USED FOR FIRE SEPARATION SHALL BE 5/8" THICK FIRE RATED AND ALL OTHER DRYWALL TO BE 1/2" THICK 9. BATHROOM WALLS SHALL BE DRYWALLED WITH WATER-RESISTANT GREEN DRYWALL 10. ALL FOUR OF THE APARTMENTS ON THE FIRST FLOOR OF THE 12-PLEX SHALL BE ACCESSIBLE "TYPE B" UNITS 11. BATHROOMS IN ACCESSIBLE UNITS WILL HAVE BACKING FOR TOILET AND TUB HANDICAP GRABBARS. 12. SEE DETAIL ON PAGE 16 FOR FRAMING CUT THROUGH. 13. KITCHEN AND BATHROOM TO HAVE TILE FLOORS ROBINSON APARTMENTS FLOOR PLAN DATE: 3/16/02 Sc PAGE 4 1/4 - 1 6'1' 5'8' 4'9' 5'0' - 12'7-1/2' 2'8' T ADA GRAB -BARS OFFICE STORAGE 12'5-1/2' 33' 11-1/2' 2'0-1/2' a 2'0-1/2' 5'10' ACCESSIBLE BATHROOM FURNACE - WATER HEATER ALL EXTERIOR WALLS TO HE 2X6 16' O.C. AND ALL INTERIOR WALLS TO BE 2X4 16' O.C. UNLESS NOTED OTHERWISE 5'0-1/2' I 6'0' TILE FLOOR 1-1 2X4 PARTY WALL BUILT WITH 2X4 STUDS THAT 3'0' STAGGER FROM THE 1 ADJACENT WALL'S STUDS SEE DETAIL C ON PAGE 16 FOLDING TABLE 2'9' 7'6' O u 1-1 5'8-1/2' WINDOWS OA 5° X 4° SLIDER ® 3° X 3° SLIDER OC 40 X 4° SLIDER DOORS 1� 3 ° X 6' METAL EXTERIOR DOOR 2� 3° X 6' 6 -PANEL INTERIOR DOOR ® 2° X 68 6 -PANEL INTERIOR DOOR SO 4° X 6' 6 -PANEL BY -FOLD DOOR © 50 X 6' 6 -PANEL BY -FOLD DOOR NOTES: 1. TILE ENTIRE LAUNDRY, ENTRY AND BATHROOM AREA 20'0' 2• PROVIDE 5 WASHER HOOKUPS AND 7 DRYER HOOKUPS 3. PROVIDE HANDICAP ACCESSIBLE BATHROOM FIXTURES, INCLUDING GRAB BARS AND AT LEAST ONE WASHER AND ONE DRYER THAT MEET THE FAIR HOUSING REQUIREMENTS 3. CARPET OFFICE ONLY, STORAGE AREA FLOOR TO BE LEFT AS NATURAL CONCRETE FINISH OFFICE/LAUNDRY (Ground Floor in 8-plex) 707 SQUARE FEET ROBINSON APARTMENTS LAUNDRY UNIT FLOOR PLAN DATE: 3/16/02 SCALE: '14,, /4 =11 PAGE 5 12' EAVE / TYPICAL J SEE SECTI❑N PAGE 13 4' WIDE LANDING WITH TREX SURFACE OVER 2x6 JOISTS SPACED 16' O.C. ROBINSON APARTMENTS FLOOR PLAN SCALE: 1/8" = 1 THIS FLOOR PLAN REPRESENTS ALL UPPER LEVEL FLOORS OF BOTH THE 8-PLEX AS WELL AS THE 12-PLEX. THE BASEMENT LEVEL OF THE 12-PLEX IS COMPRISED OF 'TYPE B' ACCESSIBLE UNITS, 12-PLEX FLOOR PLAN SEE SECTI❑N PAGE 13 EAST SIDE 50'0" NOTES: 1. ALL EXTERIOR WALLS SHALL BE SHEETED WITH 7/16' O.S.B. AND NAILED WITH 8 PENNEY NAILS AT 5" O.C. EXCEPT WALLS BETWEEN UNITS TO BE SHEETED WITH I -HOUR RATED TYPE -X 5/8" GYPSUM EXTERIOR DRYWALL WITH 6 -TOTAL METAL LET -IN -BRACES (3 in each side) 2. ALL UPPER FLOORS TO HAVE ONE LAYER OF STURDI-FLOOR SHEETHING 3. LOWER CEILINGS TO HAVE 2 LAYERS 1/2" TYPE -X GYPSUM DRYWALL, UPPER CEILING AND PARTY WALLS TO HAVE ONE LAYER OF 5/8" TYPE -X GYPSUM DRYWALL WITH THE REST OF DRYWALL TO BE 1/2" 4. ALL ATTIC SPACE ABOVE UMTS TO BE SEPARATED WITH TWO LAYERS OF 5/8" TYPE X DRYWALL DHIF,CTLY ABOVE THE UNIT PARTY WALL, THERE ONLY NEEDS TO BE ONE FIRE SEPERATION CONSTRUCTED ABOVE THE CENTER OF THE ENTRY HALLWAY. 5. ENTRY HALLWAY WALLS SHALL HAVE METAL LET -IN BRACES DIAGONALLY INSTALLED AT EACH END AND IN MIDDLE. 6. ALL FURNACE/WATER HEATER ROOMS SHALL BE PRE -ROCKED WITH 5/8" GYPSUM DRYWALL PRIOR TO MECHANCIAL INSTALLATION 7. ENTRY HALLWAY DECK SHALL BE CONSTRUCTED OF 16" O.C. 2X8 JOISTS ATTACHED WITH HANGERS TO 2X8" LEDGERS LAGGED INTO WALLS WITH 1/4'x4" LAGS AT 16" O.C., DECKING SHALL BE I -1/4'x6 TREX. 8. ALL EAVES TO EXTEND 12" FROM WALLS. 9. ALL EXTERIOR WALLS INSULATED WITH BLOWN -IN FIBERGLASS INSULATION 10, ALL FLOORS INSULATED WITH R-19 FIBERGLASS BATTS DATE: 3/16/02 SCALE: PAGE 6 1/8" = 1' Q Eli SEE DETAIL C ON PAGE 16 F❑R PARTY WALL FRAMING CONCRETE WALK 710' 2X8 AT 16' O.C, DECK 10'0" WITH TREX SURFACE CONCRETE WALK EXTERIOR RATED 5/8' GYPSUM SHEETING TYPICAL IN BREEZE -WAY O O im DD 00 ROBINSON APARTMENTS FLOOR PLAN SCALE: 1/8" = 1 THIS FLOOR PLAN REPRESENTS ALL UPPER LEVEL FLOORS OF BOTH THE 8-PLEX AS WELL AS THE 12-PLEX. THE BASEMENT LEVEL OF THE 12-PLEX IS COMPRISED OF 'TYPE B' ACCESSIBLE UNITS, 12-PLEX FLOOR PLAN SEE SECTI❑N PAGE 13 EAST SIDE 50'0" NOTES: 1. ALL EXTERIOR WALLS SHALL BE SHEETED WITH 7/16' O.S.B. AND NAILED WITH 8 PENNEY NAILS AT 5" O.C. EXCEPT WALLS BETWEEN UNITS TO BE SHEETED WITH I -HOUR RATED TYPE -X 5/8" GYPSUM EXTERIOR DRYWALL WITH 6 -TOTAL METAL LET -IN -BRACES (3 in each side) 2. ALL UPPER FLOORS TO HAVE ONE LAYER OF STURDI-FLOOR SHEETHING 3. LOWER CEILINGS TO HAVE 2 LAYERS 1/2" TYPE -X GYPSUM DRYWALL, UPPER CEILING AND PARTY WALLS TO HAVE ONE LAYER OF 5/8" TYPE -X GYPSUM DRYWALL WITH THE REST OF DRYWALL TO BE 1/2" 4. ALL ATTIC SPACE ABOVE UMTS TO BE SEPARATED WITH TWO LAYERS OF 5/8" TYPE X DRYWALL DHIF,CTLY ABOVE THE UNIT PARTY WALL, THERE ONLY NEEDS TO BE ONE FIRE SEPERATION CONSTRUCTED ABOVE THE CENTER OF THE ENTRY HALLWAY. 5. ENTRY HALLWAY WALLS SHALL HAVE METAL LET -IN BRACES DIAGONALLY INSTALLED AT EACH END AND IN MIDDLE. 6. ALL FURNACE/WATER HEATER ROOMS SHALL BE PRE -ROCKED WITH 5/8" GYPSUM DRYWALL PRIOR TO MECHANCIAL INSTALLATION 7. ENTRY HALLWAY DECK SHALL BE CONSTRUCTED OF 16" O.C. 2X8 JOISTS ATTACHED WITH HANGERS TO 2X8" LEDGERS LAGGED INTO WALLS WITH 1/4'x4" LAGS AT 16" O.C., DECKING SHALL BE I -1/4'x6 TREX. 8. ALL EAVES TO EXTEND 12" FROM WALLS. 9. ALL EXTERIOR WALLS INSULATED WITH BLOWN -IN FIBERGLASS INSULATION 10, ALL FLOORS INSULATED WITH R-19 FIBERGLASS BATTS DATE: 3/16/02 SCALE: PAGE 6 1/8" = 1' - - - - - - - - - - - - - - - - - - - - - - - - -- TYPICAL SLAB - INTERIOR FOOTINGS- 4' GRAVEL CONCRETE OVER 30'X30'XB' FOOTING 16'XB' WITH 2-#4 WITH 2-#4 REBAR REBAR, UNLESS NOTED II I EACH DIRECTION OTHERWISE I 11'4' UTYPIC NITSAL FOR ALL {.�9'2-- ---- -J r Ir-- 1- -- --� 22'3' I -L ' OTING F- - -_ 2"1T qp•�-W WITH REPAR I EACH DIRECTION I EXTERIOR FOOTINGS- TYPICUNITS FOR ALL 20'XB' WITH 3#4 812REBAR, UNLESS NOTED -\ OTHERWISE FOUNDATION ON HEIGHT AND SEE SECTION--� _ BACK WALLS IS 3'3' I PAGE 13 r _� - - - - - - - - - - - - �_=-_ I P 6' THICK FROST WALL 1u' T •' •" •" i B'TO STEP TYPICAL SLAB - - - - - 4' CONCRETE OVER - - - - - 4' GRAVEL LL VPROVIDE 1/2' J -BOLTS AT 6' O.C. AROUND ALL TYPICAL SLAB - PERIMETER WALLS L 4' CONCRETE OVER 4' GRAVEL .-- - �- r -1 SEE DETAIL H `-- ---- -� AGE 16 L J J OONRPAGUNDATION FOUNDATION HEIGHT FOR SIDE WALLS IS DETAIL 3'9' I II IL_ --- ------ - -- - -- JI ---- -- -- -- -- -- - - - -- - - - BOTTOM OF FOUNDATION STEP FOUNDATION HEIGHT IS 4' TO REAR AND 7'0' IN FRONT 12-PLEX FOUNDATION PLAN SCALE: 1/811 =1 50'9' NOTES: 1. ALL EXTERIOR FOOTINGS TO BE 24" WIDE BY 8" THICK AND TO HAVE 344 REBAR UNLESS NOTED OTHERWISE 2. ALL INTERIOR FOOTINGS SHALL BE 8" THICK BY 16" WIDE WITH 2 - #4 REBAR UNLESS NOTED OTHERWISE 3. ALL FOUNDATION WALLS TO BE 8" THICK AND TO HAVE #4 REBAR F O.C. HORIZONTAL AND 18" O.C. VERTICAL. 4. FROST WALL AT STAIRWELL ENTRY TO BE 6" THICK WITH #4 REBAR AT T O.C. IN BOTH DIRECTIONS 5. ALL CONCRETE TO BE 2500 P.S.I. AND TO BE CURED AS PER AMERICAN CONCRETE INSTITUTE (ACI) SECTION 318 6. ALL ORGANIC SOILS TO BE REMOVED FROM UNDER FOOTING AREAS. SECTION 7. ALL FILL UNDER FOOTINGS TO BE OF GRANULAR BORROW COMPACTED TO E 13 95% OF OPTIMUM 8. ALL CONCRETE SLABS SHALL BE POURED OVER 4" (MIN.) COMPACTED 3/4" CRUSHED BASE, SHALL BE A MINIMUM OF 4" THICK AND SHALL HAVE EXPANSION JOINT AROUND ENTIRE PERIMETER OR WHERE ADJOINING ANY FOUNDATION OR FOOTING 9. ALL FILL SHALL BE FREE OF ORGANIC MATTER AND SHALL BE COMPACTED TO PREVENT SETTLING 10. ALL SOIL AROUND FOUNDATION SHALL BE SLOPED AT LEAST 6" IN 10' AWAY FROM BUILDING 11. ALL FOOTINGS SHALL BE PLACED A MINIMUM OF 36" BELOW GRADE FOR FROST 12. 10"XI/2" J -BOLTS SHALL BE PROVIDED AT G O.C. AT ALL FOUNDATION WALLS 13. CONROL JOINTS IN SLAB AT 25' MAXIMUM TOP OF FOUNDATION STEP HEIGHT IS 3'4' ACROSS FRONT AND INSIDE BREEZEWAY ROBINSON APARTMENTS 12-PLEX FOUNDATION PLAN DATE: 3/16/02 SCALE: PAGE 8 1/8 - 1 - - - - - -- - - - - - - -V'- - - - - - - - - - - - 1 TYPICAL SLAB — --- ---— -- — -- — — ---- — — -- — --- — � --IIJTI:2IOR FOOTINGS— � I 4' CONCRETE OVER 30'X30'X8' FOOTING _liSIX3' WITH 2—#4 4' GRAVEL WITH 2—#4 REBAR REBAF,', UNLESS NOTED EACH DIRECTION OTHERWISE TYPICAL FOR ALL UNITS � 2'd—�-9'0'—I—a' 3'X3'X8' FOOTING WITH 3—#4 REBAR — — —-- I EACH DIRECTION EXTERIOR FOOTINGS— TYPICAL FOR ALL 20'X8' WITH 3#4 UNITS 710' REBAR, UNLESS NOTED OTHERWISE Li — — — — — — — — — — 10• 17'10-1/2' TYPICAL SLAB — 4' CONCRETE OVER — — — — — — — — — 4' GRAVEL I — — —. — _ — — — .--. F- - - - --- -L - - - - - - - - �- - - - - — — TYPICAL SLAB — __ 4' CONCRETE OVER 4' GRAVEL SEE DETAIL B ON PAGE 16 FOR FOUNDATION DETAIL --------------- ---- 8-PLEX FOUNDATION PLAN SCALE: 1/8" = 1 50' TOP OF FOUNDATION IS 3'4' ABOVE FOOTING NOTES: 1. ALL EXTERIOR FOOTINGS TO BE 24" WIDE BY 8" THICK AND TO HAVE 344 REBAR UNLESS NOTED OTHERWISE 2. ALL INTERIOR FOOTINGS SHALL BE 8" THICK BY 16" WIDE WITH 2 - #4 REBAR UNLESS NOTED OTHERWISE 3. ALL FOUNDATION WALLS TO BE 8" THICK AND TO HAVE #4 REBAR I' O.C. HORIZONTAL AND 18" O.C. VERTICAL. 4. ALL CONCRETE TO BE 2500 P.S.I. AND TO BE CURED AS PER AMERICAN CONCRETE INSTITUTE (ACI) SECTION 318 5. ALL ORGANIC SOILS TO BE REMOVED FROM UNDER FOOTING AREAS. 6. ALL FILL UNDER FOOTINGS TO BE OF GRANULAR BORROW COMPACTED TO 95% OF OPTIMUM 7. ALL CONCRETE SLABS SHALL BE POURED OVER 4" (MIN.) COMPACTED 3/4" CRUSHED BASE, SHALL BE A MINIMUM OF 4" THICK AND SHALL HAVE EXPANSION JOINT AROUND ENTIRE PERIMETER OR WHERE ADJOINING ANY FOUNDATION OR FOOTING 8. ALL FILL SHALL BE FREE OF ORGANIC MATTER AND SHALL BE COMPACTED TO PREVENT SETTLING 9. ALL SOIL AROUND FOUNDATION SHALL BE SLOPED AT LEAST 6" IN 10' AWAY FROM BUILDING 10. ALL FOOTINGS SHALL BE PLACED A MINIMUM OF 36" BELOW GRADE FOR FROST 11. 10"X1/2" J -BOLTS SHALL BE PROVIDED AT 6' O.C. AT ALL FOUNDATION WALLS 12. TOP OF FOUNDATION TO BE 8" ABOVE GRADE 13. CONTROL JOINTS IN SLABS AT 25' MAXIMUM SCALE: ROBINSON APARTMENTS 8-PLEX FOUNDATION PLAN DATE: 3/16/02 PAGE 9 l 1/8'1- 1 PROVIDE 1/2' J—BOLTS AT 6' D.C. AROUND ALL PERIMETER WALLS - -J L I J --------------- ---- 8-PLEX FOUNDATION PLAN SCALE: 1/8" = 1 50' TOP OF FOUNDATION IS 3'4' ABOVE FOOTING NOTES: 1. ALL EXTERIOR FOOTINGS TO BE 24" WIDE BY 8" THICK AND TO HAVE 344 REBAR UNLESS NOTED OTHERWISE 2. ALL INTERIOR FOOTINGS SHALL BE 8" THICK BY 16" WIDE WITH 2 - #4 REBAR UNLESS NOTED OTHERWISE 3. ALL FOUNDATION WALLS TO BE 8" THICK AND TO HAVE #4 REBAR I' O.C. HORIZONTAL AND 18" O.C. VERTICAL. 4. ALL CONCRETE TO BE 2500 P.S.I. AND TO BE CURED AS PER AMERICAN CONCRETE INSTITUTE (ACI) SECTION 318 5. ALL ORGANIC SOILS TO BE REMOVED FROM UNDER FOOTING AREAS. 6. ALL FILL UNDER FOOTINGS TO BE OF GRANULAR BORROW COMPACTED TO 95% OF OPTIMUM 7. ALL CONCRETE SLABS SHALL BE POURED OVER 4" (MIN.) COMPACTED 3/4" CRUSHED BASE, SHALL BE A MINIMUM OF 4" THICK AND SHALL HAVE EXPANSION JOINT AROUND ENTIRE PERIMETER OR WHERE ADJOINING ANY FOUNDATION OR FOOTING 8. ALL FILL SHALL BE FREE OF ORGANIC MATTER AND SHALL BE COMPACTED TO PREVENT SETTLING 9. ALL SOIL AROUND FOUNDATION SHALL BE SLOPED AT LEAST 6" IN 10' AWAY FROM BUILDING 10. ALL FOOTINGS SHALL BE PLACED A MINIMUM OF 36" BELOW GRADE FOR FROST 11. 10"X1/2" J -BOLTS SHALL BE PROVIDED AT 6' O.C. AT ALL FOUNDATION WALLS 12. TOP OF FOUNDATION TO BE 8" ABOVE GRADE 13. CONTROL JOINTS IN SLABS AT 25' MAXIMUM SCALE: ROBINSON APARTMENTS 8-PLEX FOUNDATION PLAN DATE: 3/16/02 PAGE 9 l 1/8'1- 1 NOTES: 1. SIDING TO BE VINYL WITH VINYL TRIM, NAILED AS PER MANUFACTURER 2. SOFFIT TO BE ALUMINUM AND FASTENED AS PER MANUFACTURES INSTRUCTIONS 3. FACIA TO BE STEEL AND SHALL BE SLID UP AND UNDER SHINGLE MOLD EDGING 4. WINDOWS ARE AMSCO VWYL 5. PROVIDE ROOF VENTS (not shown) ON BOTH SIDES OF RIDGE WITH 3 VENTS PER UNIT 6. GABLE VENTS SHALL BE NON-FUNCTIONAL AND FOR DECORATION ONLY lill Hill Hill 12 5 T - IF- 4' 10' 3'4' BRICK VENEER SOUTH SIDE ELEVATION SCALE: lib" =1 FRONT ELEVATION SCALE: 1/811= I ROBINSON APARTMENTS 12-PLEX ELEVATIONS DATE: 3/16/02 SCALE: JPAGE 10 NOTES: 1. SIDING TO BE VINYL WITH VINYL TRIM, NAILED AS PER MANUFACTURER 2. SOFFIT TO BE ALUMINUM AND FASTENED AS PER MANUFACTURES INSTRUCTIONS 3. FACIA TO BE STEEL AND SHALL BE SLID UP AND UNDER SHINGLE MOLD EDGING 4. WINDOWS ARE AMSCO VINYL, 5. PROVIDE ROOF VENTS (not shown) ON BOTH SIDES OF RIDGE WITH 3 VENTS PER UNIT 6. GABLE VENTS SHALL BE NON-FUNCTIONAL AND FOR DECORATION ONLY 12 5 Fu T 4' 7' 10' NORTH SIDE ELEVATION SCALE:1/g" = I REAR ELEVATION SCALE: I/8" = 1 ROBINSON APARTMENTS 12-PLEX ELEVATIONS DATE: 3/16/02 SCALE: 1/8" = 1' PAGE 1 I OWNS 1. SIDING TO BE VINYL WITH VINYL TRIM, NAILED AS PER MANUFACTURER 2. SOFFIT TO BE ALUMINUM AND FASTENED AS PER MANUFACTURES INSTRUCTIONS 3. FACIA TO BE STEEL AND SHALL BE SLID UP AND UNDER SHINGLE MOLD EDGING 4. WINDOWS ARE AMSCO VINYL S. PROVIDE ROOF VENTS (not shown) ON BOTH SIDES OF RIDGE WITH 3 VENTS PER UNIT 6. GABLE VENTS SHALL BE NON-FUNCTIONAL AND FOR DECORATION ONLY 7. SIDE ELEVATIONS ARE IDENTICLE 8. END ELEVATIONS ARE IDENTICLE SIDE ELEVATION SCALE: 1/8" = 1 END ELEVATION SCALE: 1/8" = 1 ROBINSON APARTMENTS 8-PLEX ELEVATIONS DATE: 3/16/02 SCALE: PAGE 12 NOTES: 1. EXTERIOR WALLS IN BREEZE -WAY TO BE SHEETHED WITH 5/8" DRYWALL AND SIDED NOTES: 2. ALUMINUM SOFFIT TO BE PLACED OVER 5/8" DRYWALL ON BREEZE -WAY CEILING 3. BREEZWAY LANDING TO BE CONSTRUCTED WITH 2X8 D.F. #2 OR BETTER AT 16" O.C. 1. MAXIMUM RISER HEIGHT IS 7-3/4" AND MINIMUM TREAD LENGTH IS 10" AND PAINTED 4. ALL DECK TO BE SURFACED WITH TREX 2X6 MATERIAL 2. RAILINGS ARE TO BE CONSTRUCTED OF 4. WINDOWS ARE AMSCO VINYL 5' WIDE BY 4' HIGH SLIDERS 2X2 PINE PICKETS SPACED AT 5" O.C. AND 2X6 PINE RAILS AND PAINTED 3. ALL DECK AND STAIRS TREADS TO BE SURFACED WITH TREX I-1/46 MATERIAL TRUSS AT CENTER TO 4. STAIR JACKS ARE TO BE CONSTRUCTED WITH TIMBERSTRAND 11-1/2" RIM HAVE 5/8' TYPE 'X' MATERIAL AND PAINTED GYPSUM ON BOTH SIDES - 2X6 AT 16" O.C. PLATFORM El El E] 0 El El PAINTED E101p [73-- 0o as 11 El 11 El 001 MIDSPAN ❑❑ i11 4X4 BRACE PAINTED FRONT OF BUILDING STAIR DETAIL SCALE: 1/411 = 1 SECTION A SCALE: lig" = 1 SCALE: ROBINSON APARTMENTS BREEZE -WAY DETAIL DATE: 3/16/02 1/8" = 1' PAGE 13 MOVE THESE JOISTS S❑ THAT THEY MISS PLUMBING. LEAVE 24" BETWEEN J❑IST CENTERS NOTES: 1. BLOCK BETWEEN JOISTS WITH TH PIECES ABOVE ALL MID -SPAN BEARING WALLS 2. ALL RIM JOIST IS 9-1/2" TIMBERSTRAND 3. HANG JOISTS FROM MICROLLAM BEAM 3 - 9-1/2" WITH SIMPSON ITT 29.5 HANGERS 4. STURDI-FLOOR SHEETHING TO BE GLUED MICR ❑ L L A M AND NAILED AS PER CODE HEADER 5. DRYWALL BETWEEN UNITS AT FLOOR LINE 9- /2 T I's @I.C. PR❑VIDE 5/8" TYPE -X DRYWALL ON BOTH SIDES OF J❑IST CENTERED OVER PARTY WALLS. �TIMBERSTRAND RIM J❑IST TYPICAL FLOOR FRAMING SCALE: I/4° - 11 ROBINSON APARTMENTS FLOOR FRAMING DATE: 3/16/02 SCALE: 1/4" = F PAGE 14 2 -LAYERS OF SHEETR❑CK FOR 1 -HR, FIREWALL ROOF LAYOUT PLAN SCALE: 1/8" = I -SEE DETAIL FOR FIRE- WALL DETAI NOTES: 1. 1 -HR. FIREWALL BETWEEN ALL UNITS FROM FOUNDATION TO THE BOTTOM OF ROOF SHEETHING 2. TRUSSES TO BE 2- POINT BEARING 3. ALL EAVES ARE 12" FROM WALL 4. ALL TRUSSES ARE TO BE CONNECTED AT BEARING WALLS WITH TRUSS CLIPS 5. PROVIDE 30'x22' ACCESS INTO ATTIC SPACE AT EACH UNIT nvrn� " 5/8DRYWALL FIREWALL DETAIL A SCALE: 1/4" - 1 ROBINSON APARTMENTS ROOF FRAMING DATE: 3/16/02 SCALE: PAGE 15 1/8 - 1 MANU A T R D TRJS / f E AT :-"Ov E.C. AM ESS S AC -_ESS AME S AC 'ESS ROOF LAYOUT PLAN SCALE: 1/8" = I -SEE DETAIL FOR FIRE- WALL DETAI NOTES: 1. 1 -HR. FIREWALL BETWEEN ALL UNITS FROM FOUNDATION TO THE BOTTOM OF ROOF SHEETHING 2. TRUSSES TO BE 2- POINT BEARING 3. ALL EAVES ARE 12" FROM WALL 4. ALL TRUSSES ARE TO BE CONNECTED AT BEARING WALLS WITH TRUSS CLIPS 5. PROVIDE 30'x22' ACCESS INTO ATTIC SPACE AT EACH UNIT nvrn� " 5/8DRYWALL FIREWALL DETAIL A SCALE: 1/4" - 1 ROBINSON APARTMENTS ROOF FRAMING DATE: 3/16/02 SCALE: PAGE 15 1/8 - 1 5/8" TYPE -X SOUND INSULATI❑N DRYWALL NAIL STAGGERED WOVEN BETWEEN STUDS WITH 6d COOLERS 2X4 STUDS AT 7" 0. C. AT 16" D.C. 30 YEAR ARCHITECTURAL ASPHALT SHINGLE OVER 15# FELT. DOUBLE LAYER FELT AT BOTTOM ROW, R-48 FIBERGLASS 5/8" O.S.B. INSULATION TYPICAL FIREWALL BETWEEN UNITS METAL EDGE CAP PROVIDE VENTILATION THROUGH INSULATION DETAIL C SCALE: 1" = 1' METAL FACIS WITH PREFAB TRUSS 1X6 SUB -FACIA ONE LAYER OF 5/8" TYPE "X" DRYWALL VENTED METAL SOFFIT s/8' DRYWALL PRESSURE TREATED 92-5/8" 2X6 STUDS 16" O.C. TRUSS CLIPS MUD -SILL WITH FIBERGLASS INSULATION 1/2" DRYWALL VINYL SIDING OVER R- BATT HOUSE WRAP METAL FLASHING TO 9-1/2" TJI 150 SERIES MATCH TRIM 22'0' 1/2" O.S.B. NAILED WITH 8d BOX NAILS STURDY FLOOR DECKING SILL SEAL AT 5" O.C. TYPICAL 2 LAYERS 1/2" DRYWALL 1/2" X 10" J -BOLTS OVER SOUND CHANNEL AT 6' O.C. 92-5/8" 2X6 STUDS 16" O.C. WITH FIBERGLASS INSULATION R- B TT 2X4 CRIPPLES 9-1/2" Tn Iso SERIES 8" FOUNDATION WALL EXPANSION JOINT WATERPROOFED WITH RIM BOARD PROVIDED STURDY FLOOR DECKING APPROVED MATERIAL BY JOIST MANUFACTURER 2 LAYERS 1/2" DRYWALL 8' OVER SOUND CHANNEL 4" CONCRETE SLAB OVER 4" 3 - #4 REBAR HORIZONTAL GRADE TO SLOPE AWAY COMPACTED 3/4" GRAVEL AND 18" O.C. VERTICAL FROM THE BUILDING BARS WITH 12" BENDS a o MINIMUM DEPTH OF FOOTING IS 36" BELOW GRADE SEE DETAIL B 24" X 8" SPREAD FOOTING OVER UNDISTURBEDRESB ISL DETAIL A SCALE: 3/1611-1 DETAIL B SCALE: 1/2" = 1' SCALE: ROBINSON APARTMENTS CROSS-SECTIONS/CONSTRUCTION DETAILS DATE: 3/16/02 AS NOTED PAGE 16 fn 1/2" Preformed Expansion Joint Filler Transition Slope 50' Maximum 1/2' Preformed SpacingIn Sidewalk e Required At All Sidewalk i Sidewalk Expansion Joint Filler Approaches Bach of Walk Utility Strip ; Utility Strip `o 0 #4 REBAR IN 3'-o" Driveway Width 3'-0' Transition Fully Depressed Section Transition 0000000 0 0 0 0 0 0000000000000 DRIVEWAY (UTILITY STRIP) 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 R/W Line 0 0 V 0 0 0 3 #4 Rebars Evenly Spaced Sidewalk 0 0 0 Q Q Q UtilIn Non -Extruded CurbityVorStrip See Note 3 ONE LAYER AMOCO 4451 NON -WOVEN FABRIC OR 2 LAYERS OF 6 MI 0 Q Q 0 Q e As Re ulred _1 4" Ft. t Slope _Sla LASTIC SHEETING ORPAPPROVED EQUAL Q Q V V V 0 VV 0 0 See Note #1 0 Q Q 0 0 ONE LAYER AMOCO 4451 NON -WOVEN FABRI 0 0 Q Q Q 4 Rebar 18' on Center Both Ways 17 0 70 17 4' PERFORATED SECTION 0 0 0 0 PRECAST CONCRETE 4• MANHOLE BARRELS ,,,,,, a,,,,•^m++«••r'r COMMERCIAL DRIVEWAY°:':':" 0 0 0 0 R/W Line COARSE ROCK LAYER UNDER DRAIN IS 6' THICK MINIMUM. ROCK Sidewalk V0f' SIZE IS TO BE 2' MINIMU Utility Strip See Note 3 B Slo a As Re wired _ 1 4' Ft. t Slo a a 1:1 6 FRENCH DRAIN see Note #1 SECTION ( B RESIDENTIAL DRIVEWAY SCALE: ROBINSON APARTMENT COMPLEX SITE PLAN DETAILS DATE: 3/16/02 NONE PAGE 17