Hensley CD's- Type 2 - 2Plex 3.15.21l l DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
20'-0"28'-0"
50'-0"
15'-0"6'-3 1/2"20'-0" DRIVEWAY1'-11"16'-2"2'-6 1/2"20'-7 1/2"48'-0"3'-4 1/2"24'-0""UNIT O-L"24'-0""UNIT O-R"48'-0"2'-0"24'-0""UNIT O-L"24'-0""UNIT O-R"℄4'-0"
BLOCKOUT
BLOCKOUT
BLOCKOUT
BLOCKOUT 9'-0"13'-0"10'-3"9'-9"
2'-6"3'-11 1/2"3'-9 1/2"6'-3 1/2"9'-9"7'-0"3'-4 1/2"1'-10"8'-2"4'-2"1'-10"1'-10"3'-1"2'-11"6'-0"
25'-3 1/2"
19'-0"
BLOCKOUTBLOCKOUT
BLOCKOUT
9'-3 1/2"14'-6 1/2"13'-5 1/2"21'-2 1/2"
6'-8 1/2"5'-3" (GRAVEL)9 1/2'' LPI 18 FLOOR JOIST @ 19.2'' O.C.w/ 3/4'' T & G OSB DECKING.20'-1 1/2"2'-0"4'-0"4'-0"(SIDEWALK)3'-10 1/2"(GRAVEL)4'-0"4'-6"20'-0"28'-0"
50'-0"
15'-0"6'-3 1/2"1'-11"16'-2"2'-6 1/2"20'-7 1/2"3'-4 1/2"2'-0"4'-0"
BLOCKOUT
BLOCKOUT
BLOCKOUT
BLOCKOUT 9'-0"13'-0"10'-3"9'-9"
2'-6"3'-11 1/2"3'-9 1/2"6'-3 1/2"9'-9"7'-0"3'-4 1/2"1'-10"8'-2"4'-2"1'-10"1'-10"3'-1"2'-11"4"8'-0"2'-0"4"25'-3 1/2"
19'-0"
BLOCKOUTBLOCKOUT
BLOCKOUT 9'-3 1/2"14'-6 1/2"13'-5 1/2"21'-2 1/2"
6'-8 1/2"
2'-0"9 1/2'' LPI 18 FLOOR JOIST @ 19.2'' O.C.w/ 3/4'' T & G OSB DECKING.2'-0"19'-8 1/2"1'-0"20'-0"2'-0"4'-0"4'-0"(SIDEWALK)3'-10 1/2"(GRAVEL)4'-0"4'-6"℄℄℄20'-0" DRIVEWAY6"6"4"2'-0"
DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
℄℄DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
℄℄DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
REAR ELEVATION℄℄℄9'-1 1/8"TOP OF PLATE2'-0"8"TOP OF 3/4" T&G OSB8'-1 1/8"1'-0 5/8"2 1/4"TOP OF 3/4" T&G OSBTOP OF FOUNDATION"UNIT O-R""UNIT O-L"FRONT ELEVATION9'-1 1/8"TOP OF PLATE2'-0"8"TOP OF 3/4" T&G OSB8'-1 1/8"1'-0 5/8"LEFT ELEVATION - UNIT "O-L"2 1/4"TOP OF 3/4" T&G OSBTOP OF FOUNDATION1'-6"
(HEEL)℄℄℄RIGHT ELEVATION - UNIT "O-L"9'-1 1/8"TOP OF PLATE2'-0"8"TOP OF 3/4" T&G OSB8'-1 1/8"
1'-0 5/8"2 1/4"TOP OF 3/4" T&G OSBTOP OF FOUNDATION"UNIT O-R""UNIT O-L"9'-1 1/8"TOP OF PLATE2'-0"8"TOP OF 3/4" T&G OSB8'-1 1/8"
1'-0 5/8"2 1/4"TOP OF 3/4" T&G OSBTOP OF FOUNDATION1'-6"
(HEEL)TOP OF PLATE1'-8"1"1"1"8"4"1'-8"10"3 1
4"314"1"4x8FRONTSIDE4x42x6 FLAT 4x84x42x6 FLAT
FASCIALOCATIONWALL LINEALL MATERIAL TOBE RS. DF.WOOD CORBEL22DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
LP Solid Start Rim BoardFasten rim board to eachfloor I-Joist using one 8dbox nail per flangeSame depthas I-joist8d at 6"o.c. toe-nailedfrom outside of building.L-P Solid Start RimBoard Starter Joist1 Bay of Blocking @ 24" o.c. or as specified.Use I-Joist, LVL or OSB Rim blocking.Fasten to plate with 8dnails at 6" o.c. (or samenailing schedule asdecking)Verify capacity andfastening requirements ofhangers and connectorsBe sure to check webfiller requirementsfor hangersHanger Detail24"19.2"19.2"19.2"19.2"16"15.5""UNIT 0-L"℄℄24"19.2"19.2"19.2"19.2"16"15.5""UNIT O-R"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
(1) 4X8 DF #2(1) 6X6 DF #2(1) 6X8 DF #2(2) 2X12 DF #2(2) 1-3/4"x9-1/2" LVL(3) 1-3/4"x9-1/2" LVL(2) 1-3/4"x11-7/8" LVL(3) 1-3/4"x11-7/8" LVL(2) 1-3/4"x14" LVL(3) 1-3/4"x14" LVL(2) 1-3/4"x16" LVL(3) 1-3/4"x16" LVL(2) 1-3/4"x18" LVL(3) 1-3/4"x18" LVL(2) 2X4 DF #2(2) 2X6 DF #2(2) 2X8 DF #2(3) 2X8 DF #2MARKBEAM SCHEDULEBEAMROOF FRAMING NOTES1. ALL ROOF TRUSSES TO BE ENGINEERED BYA TRUSS MANUFACTURER PER LOCAL LIVEAND DEAD LOAD REQUIREMENTS.2. ROOF PITCH AS NOTED BY ROOF PLAN ANDELEVATIONS. DISCREPANCIES TO BEBROUGHT TO THE ATTENTION OF THE PLANDESIGNER FOR VERIFICATION.3. ROOF SHEATHING TO BE 7/16" WAFERBOARD.4. EXTERIOR WALLS T BE 2X6 WOOD FRAMEWALLS @ 24" O.C. UNLESS NOTED OTHERWISE.INTERIOR WALLS TO BE 2X4 WOOD FRAME WALLS@ 16" O.C. UNLESS NOTED OTHER WISE.5. ALL TRUSS HANGERS TO BE APPROVED BYTRUSS MANUFACTURER6. DOOR AND WINDOW HEADERS TO BE #24X8 WOOD BEAMS UNLESS NOTED OTHERWISE.7. TRUSS MANUFACTURER TO VERIFY ALLDIMENSIONS FROM FOUNDATION PLAN ANDFLOOR PLANS PRIOR TO THE MANUFACTUREOF ROOF TRUSSES.8. SOLID BLOCK TO FOUNDATION BENEATH ALLCOLUMNS, BEAMS, GIRDERS, AND HEADERSSPANNING GREATER THAN 9'-0" TYPICAL9. TYPICAL TOP PLATE AT MAIN LEVEL TO BE9'-1 1/8" ABOVE FINISHED FLOOR UNLESSNOTED OTHERWISE.8. TYPICAL TOP PLATE AT GARAGE TO BE FLUSHWITH TOP PLATE AT HOUSE UNLESS NOTEDOTHERWISE.ROOF FRAMING PLAN IS ONLYA GUIDE. ALL TRUSSES TO BEENGINEERED BY TRUSSMANUFACTURER. ACTUALTRUSS LAYOUT MAY VARY.SEE TRUSS MANUFACTURER'SSHOP DRAWINGS.℄℄"UNIT O-R""UNIT O-L"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
20'-0" DRIVEWAY16'-2"2'-6 1/2"20'-7 1/2"48'-0"24'-0""UNIT O-L"24'-0""UNIT O-R"48'-0"24'-0""UNIT O-L"24'-0""UNIT O-R"℄BLOCKOUT
BLOCKOUT
BLOCKOUT 9'-0"13'-0"2'-6"3'-11 1/2"3'-9 1/2"6'-3 1/2"9'-9"7'-0"1'-10"8'-2"1'-10"2'-11"25'-3 1/2"
BLOCKOUTBLOCKOUT
BLOCKOUT
9'-3 1/2"21'-2 1/2"5'-3" (GRAVEL)9 1/2'' LPI 18 FLOOR JOIST @ 19.2'' O.C.w/ 3/4'' T & G OSB DECKING.20'-1 1/2"20'-0"28'-0"
50'-0"
15'-0"6'-3 1/2"1'-11"16'-2"2'-6 1/2"20'-7 1/2"3'-4 1/2"2'-0"4'-0"
BLOCKOUT
BLOCKOUT
BLOCKOUT
BLOCKOUT
9'-0"13'-0"10'-3"9'-9"
2'-6"3'-11 1/2"3'-9 1/2"6'-3 1/2"9'-9"7'-0"3'-4 1/2"1'-10"8'-2"4'-2"1'-10"1'-10"3'-1"2'-11"4"8'-0"2'-0"4"25'-3 1/2"
19'-0"
BLOCKOUTBLOCKOUT
BLOCKOUT 9'-3 1/2"14'-6 1/2"13'-5 1/2"21'-2 1/2"
6'-8 1/2"
2'-0"9 1/2'' LPI 18 FLOOR JOIST @ 19.2'' O.C.w/ 3/4'' T & G OSB DECKING.2'-0"19'-8 1/2"1'-0"20'-0"2'-0"4'-0"4'-0"(SIDEWALK)3'-10 1/2"(GRAVEL)4'-0"4'-6"℄℄℄20'-0" DRIVEWAYNOT IN SCOPE
6"4"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:AB4/64/6ORHTT4 HOLD-DOWN w/ (18) 16d NAILS. FASTEN INTO (2) STUDS AS PER MANUFACTURER.USE SB5/8x24 ANCHOR BOLTS w/ 18" MINIMUM EMBEDMENT - MAINTAIN 1-3/4" MIN.TO EDGE OF FOUNDATION AND 5" MIN TO THE END OF FOUNDATION (CORNER).CL1'-0"2x4 D.F. #2 STUDS @ 16"O.C. w/ R-13 BATTINSULATIONTYP. DWELLINGUNIT SEPARATIONWALL CONST.UNITUNITCENTERLINE OFPARTY WALL2" USG STEEL "C"RUNNERS1/2"3 1/2"1"1"1"1"3 1/2"1/2"1/2" BEAD OFACOUSTICAL CAULK(EACH SIDE)2'-0"10"TYP. FLOORCONSTRUCTION6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMS2x4 BEARING WALL @ 16" O.C.TREATED SILL PLATEATTACHED w/ .1430SHANK x 3" DRIVE PINS w/WASHERS @ 24" O.C. (ALIGNw/ STUDS ABOVE)3/4" FIRE SAFINGBOTH SIDES2"x 2 1/4" ALUM.CLIPS BOTHSIDESCRAWLSPACE18" (min.) CLEAR
- HEATED3-#4 BARS (CONT.)R-13 (MIN.)BATTINSULATIONSHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
16080 OVERHEAD GARAGE DOOR16'-0"2'-7 1/2"20'-7 1/2"6'-0"6'-0"9'-0"6'-6 1/2"6'-4 1/2"6'-2 1/2"3'-2 1/2"3'-6"9'-6"3'-6"
15'-0"6'-3 1/2"
2'-3 1/2"4'-0"2'-0"16080 OVERHEAD GARAGE DOOR2'-0"16'-0"2'-7 1/2"20'-7 1/2"3'-4 1/2"5'-0"2'-0"13'-0"6'-0"6'-0"7'-0"9'-0"6'-6 1/2"6'-4 1/2"2'-4 1/2"4'-10 1/2"3'-2 1/2"3'-6"6'-8 1/2"11"℄NOT IN SCOPE
℄36" VAN.5 SHELFSTACK6'-9"
DROPPED SOFFIT
2130
FRIDGE
30
48
16" FLAT EATING BAR
9'-0"8'-1"8" DROP SOFFIT36" VAN.R & S 5 SHELFSTACK2'-1 1/2"
DROPPED SOFFIT 2130
FRIDGE
30
48
4'-1"
16" FLAT EATING BAR
3'-6"6'-0 1/2"9'-0"8'-1"3'-3"3'-3"3'-3"10'-3"14'-6 1/2"3'-9 1/2"
DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
5'-7 1/2"4'-0 1/4"3'-6"4'-6"3'-6"2'-6"12'-0"R & S R & SR & S
5 SHELF
STACKLAUNDRYCOUNTER(OPEN BELOW)20'-7 1/2"3'-4 1/2"20'-7 1/2"3'-7"2'-4 1/2"5'-7"3'-11 1/2"4'-5"11'-7 1/2"3'-9 1/2"5'-11"3'-3 1/2"15'-0"5'-6"3'-6"3'-6 1/2"5'-5 1/2"HVACCHASE2'-4"4'-7 1/2"4'-4 1/2"6'-7"1'-0"2'-11 1/2"2'-6"
5'-5 1/2"11'-7 1/2"5'-7 1/2"4'-0 1/4"3'-6"4'-6"2'-4 1/2"R & S5'-6"3'-6"3'-6"2'-6"15'-0"3'-6"4'-0 1/4"4'-6"12'-0"12'-0"R & S
R & SR & S
5 SHELF
STACKLAUNDRYCOUNTER(OPEN BELOW)11"3'-7"4'-11 1/4"7'-0 3/4"2'-4 1/2"5'-7"3'-11 1/2"4'-5"11'-7 1/2"3'-9 1/2"5'-11"3'-3 1/2"15'-0"5'-6"5'-3"3'-6"9'-3 1/2"2'-4 1/2"2'-4 1/2"6'-2 1/2"4'-11 1/2"3'-6 1/2"5'-5 1/2"HVACCHASE2'-4"4'-7 1/2"4'-4 1/2"6'-7"1'-0"℄NOT IN SCOPE
℄11"11"5 SHELF
STACKR & SR & SDBL. R & S
R & SDBL. R & SR & S 5 SHELF
STACK
3'-6"
8'-3"1'-9 1/2"
5 SHELF
STACK
10'-0 1/2"
3'-4 1/2"3'-4 1/2"2'-10"1'-0"2'-4 1/2"2x6
FULL TILED SHOWERw/ GLASS DOOR2x6DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
20'-0"28'-0"
50'-0"
15'-0"6'-3 1/2"20'-0" DRIVEWAY1'-11"16'-2"2'-6 1/2"20'-7 1/2"48'-0"3'-4 1/2"24'-0""UNIT O-L"48'-0"2'-0"24'-0""UNIT O-L"℄4'-0"
BLOCKOUT
BLOCKOUT
BLOCKOUT
BLOCKOUT 9'-0"13'-0"10'-3"9'-9"
2'-6"3'-11 1/2"3'-9 1/2"6'-3 1/2"9'-9"7'-0"3'-4 1/2"1'-10"8'-2"4'-2"1'-10"1'-10"3'-1"2'-11"6'-0"
25'-3 1/2"
19'-0"
BLOCKOUTBLOCKOUT
BLOCKOUT
9'-3 1/2"14'-6 1/2"13'-5 1/2"21'-2 1/2"
6'-8 1/2"5'-3" (GRAVEL)9 1/2'' LPI 18 FLOOR JOIST @ 19.2'' O.C.w/ 3/4'' T & G OSB DECKING.20'-1 1/2"2'-0"4'-0"4'-0"(SIDEWALK)3'-10 1/2"(GRAVEL)4'-0"4'-6"16'-2"2'-6 1/2"20'-7 1/2"BLOCKOUTBLOCKOUT 9'-0"2'-6"3'-11 1/2"3'-9 1/2"6'-3 1/2"9'-9"7'-0"8'-2"1'-10"2'-11"4"4"BLOCKOUTBLOCKOUT 9'-3 1/2"21'-2 1/2"
2'-0"9 1/2'' LPI 18 FLOOR JOIST @ 19.2'' O.C.w/ 3/4'' T & G OSB DECKING.2'-0"19'-8 1/2"1'-0"20'-0"℄℄℄6"NOT IN SCOPE 4"2'-0"
DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:AB4/64/6ORHTT4 HOLD-DOWN w/ (18) 16d NAILS. FASTEN INTO (2) STUDS AS PER MANUFACTURER.USE SB5/8x24 ANCHOR BOLTS w/ 18" MINIMUM EMBEDMENT - MAINTAIN 1-3/4" MIN.TO EDGE OF FOUNDATION AND 5" MIN TO THE END OF FOUNDATION (CORNER).CL1'-0"2x4 D.F. #2 STUDS @ 16"O.C. w/ R-13 BATTINSULATIONTYP. DWELLINGUNIT SEPARATIONWALL CONST.UNITUNITCENTERLINE OFPARTY WALL2" USG STEEL "C"RUNNERS1/2"3 1/2"1"1"1"1"3 1/2"1/2"1/2" BEAD OFACOUSTICAL CAULK(EACH SIDE)2'-0"10"TYP. FLOORCONSTRUCTION6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMS2x4 BEARING WALL @ 16" O.C.TREATED SILL PLATEATTACHED w/ .1430SHANK x 3" DRIVE PINS w/WASHERS @ 24" O.C. (ALIGNw/ STUDS ABOVE)3/4" FIRE SAFINGBOTH SIDES2"x 2 1/4" ALUM.CLIPS BOTHSIDESCRAWLSPACE18" (min.) CLEAR
- HEATED3-#4 BARS (CONT.)R-13 (MIN.)BATTINSULATIONSHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
9'-6"3'-6"
15'-0"6'-3 1/2"
2'-3 1/2"4'-0"2'-0"16080 OVERHEAD GARAGE DOOR2'-0"16'-0"2'-7 1/2"20'-7 1/2"3'-4 1/2"5'-0"2'-0"13'-0"6'-0"6'-0"7'-0"9'-0"6'-6 1/2"6'-4 1/2"2'-4 1/2"4'-10 1/2"4'-10 1/2"3'-4 1/2"2'-4 1/2"6'-2 1/2"3'-2 1/2"3'-6"6'-8 1/2"16'-0"2'-7 1/2"20'-7 1/2"6'-0"6'-0"9'-0"6'-6 1/2"6'-4 1/2"3'-2 1/2"3'-6"11"℄NOT IN SCOPE℄3'-3"3'-3"36" VAN.R & S
5 SHELFSTACK8" DROP SOFFIT6'-9"3'-9 1/2"2'-1 1/2"
DROPPED SOFFIT
2130
FRIDGE
30
48
4'-1"
16" FLAT EATING BAR
3'-6"6'-0 1/2"9'-0"8'-1"14'-6 1/2"10'-3"3'-3"36" VAN.5 SHELFSTACKDROPPED SOFFIT 2130
FRIDGE
30
48
16" FLAT EATING BAR9'-0"8'-1"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
2'-11 1/2"2'-6"
5'-5 1/2"11'-7 1/2"5'-7 1/2"3'-4 1/2"4'-0 1/4"3'-6"4'-6"2'-4 1/2"R & S5'-6"3'-6"3'-6"2'-6"15'-0"3'-6"4'-0 1/4"4'-6"12'-0"12'-0"R & S R & SR & S
5 SHELF
STACKLAUNDRYCOUNTER(OPEN BELOW)20'-7 1/2"20'-7 1/2"3'-7"4'-11 1/4"7'-0 3/4"2'-4 1/2"5'-7"3'-11 1/2"4'-5"11'-7 1/2"3'-9 1/2"5'-11"3'-3 1/2"15'-0"5'-6"5'-3"3'-6"9'-3 1/2"2'-4 1/2"2'-4 1/2"3'-6 1/2"5'-5 1/2"HVACCHASE2'-4"4'-7 1/2"4'-4 1/2"6'-7"1'-0"5'-7 1/2"4'-0 1/4"3'-6"4'-6"3'-6"2'-6"12'-0"R & S
R & SR & S
5 SHELF
STACKLAUNDRYCOUNTER(OPEN BELOW)11"3'-7"2'-4 1/2"5'-7"3'-11 1/2"4'-5"11'-7 1/2"3'-9 1/2"5'-11"3'-3 1/2"15'-0"5'-6"5'-3"3'-6"2'-4 1/2"4'-11 1/2"3'-6 1/2"5'-5 1/2"HVACCHASE2'-4"4'-7 1/2"4'-4 1/2"6'-7"1'-0"℄NOT IN SCOPE℄11"11"3'-6"
8'-3"1'-9 1/2"
5 SHELF
STACK
3'-6"6'-2 1/2"4'-11 1/2"10'-0 1/2"
3'-4 1/2"3'-4 1/2"2'-10"1'-0"2'-4 1/2"5'-11"2x6FULL TILED SHOWERw/ GLASS DOOR2x65 SHELF
STACKR & SR & SDBL. R & S
R & SDBL. R & SR & S 5 SHELF
STACK
DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
SECTION 'A'9'-1 1/8"FIN FLR2'-8"T.O.P8'-1 1/8"FIN FLRT.O.P1'-0 5/8"2 1/4"9'-1 1/8"TOP OF PLATE2'-0"8"TOP OF 3/4" T&G OSB8'-1 1/8"1'-0 5/8"2 1/4"TOP OF 3/4" T&G OSBTOP OF FOUNDATION℄℄"UNIT O-R""UNIT O-L"SECTION 'B'9'-1 1/8"TOP OF PLATE2'-0"8"TOP OF 3/4" T&G OSB8'-1 1/8"
1'-0 5/8"2 1/4"TOP OF 3/4" T&G OSBTOP OF FOUNDATIONDRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
TYPICAL CONCRETE PATIO SLAB4" CONC. SLAB SLOPED 1/8"PER FT. AWAY FROM BLDG w/6x6-W1.4xW1.4 WWM,6" WELL COMPACTED ROLLEDAGGREGATE BASETYPICAL INTERIOR PARTITION WALL1 LAYER 5/8" GYPSUM BOARD EACH SIDE OF 2x4(OR 2x6 PLUMBING WALL) WOOD STUDS @ 16"O.C.TYPICAL SILL PLATE2x6 PRESSURE TREATED SILL SET IN SILLSEALER AND ATTACHED TO FOUNDATION w/ 5/8"DIA. x 12" ANCHOR BOLTS @ 48" O.C. AT ALLEXTERIOR WALLSTYPICAL ROOFARCHITECTURAL GRADE ASPHALT SHINGLES ON15# BLDG. PAPER ON1/2" NOMINAL EXTERIOR APA RATEDSHEATHING (32/16") w/ PLY-CLIPS ONMFG. WOOD TRUSSES @ 24" O.C. ATTACHED w/SIMPSON H1 HURRICANE CLIPSR-30 BATT INSULATION OVER VAPOR BARRIER5/8" GYP. BD. ON CLGPROVIDE ROOF VENTILATION AS SHOWNTYPICAL EXTERIOR FRAME WALLHORIZ. FIBER SIDING OVER HOUSEWRAPOVER 1/2" NOMINAL (7/16" OSB) EXTERIORSHEATHING ON2x6 WOOD STUDS AT 16" O.C. w/R-21 (MIN.) BATT INSULATION w/ V.B. ROOM SIDE1/2" GYPSUM WALL BOARD TAPED AND SANDEDTO SMOOTH FINISH.TAPE ALL VERTICAL JOINTS @ HOUSEWRAP.TYPICAL FLOOR DECK3/4" NOMINAL T&G STURD-I-FLOORSHEATHING GLUED & NAILED11 7/8" LPI FLOOR JOISTS(SEE PLANS FOR SPAN AND SPACING)TYPICAL CRAWL SPACEHEATED6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMS2x4 or 2x6 D.F. #2 STUDS @16" O.C. (SEE PLANS)TYPICAL CULTURED STONE/ BRICK VENEERCULTURED STONE/ BRICK VENEER2 LAYERS WATER RESISTANT BARRIER (WRB)MORTAR SCRATCH COATGALVANIZED METAL LATHMORTAR SETTING BED2x6 WOOD STUDS AT 16" O.C. w/R-21 (MIN.) BATT INSULATION w/ V.B. ROOM SIDE1/2" GYPSUM WALL BOARD TAPED AND SANDEDTO SMOOTH FINISH. TAPE ALL VERTICAL JOINTS @HOUSEWRAP.TYP. FLOORCONSTRUCTION1'-0 5/8"T/ 1st. FLOOR PLATEEL (+) 9'-1 1/8"T/ 2nd. FLOOREL (+) 10'-1 3/4"5/8" GYP. BRDON CLGR-13 (MIN.)BATTINSULATION2x4 D.F. #2 STUDS @ 16"O.C. w/ R-13 BATTINSULATION2x4 DF SILL w/ 16d COMMONNAILS @ 6" O.C.ADVANCED SEALERAT PLATE & FLOORCLCLNOTE: PROVIDE 7/16" LP FIREBLOCKSHEATHING 1-SIDED4'-0" EACH SIDE OF FIRE WALL(FOR AREA SEPARATION)NO PENETRATIONS ALLOWED WITH IN 4'-0" OFAREA OF SEPARATION WALLS MAINTAIN 2 HOURPARTY WALL CONSTRUCTION FROMFOUNDATIONTO UNDERSIDE OF ROOFT/ 2nd.FLOOR PLATEEL (+) 18'-2 7/8"TYP. DWELLINGUNIT SEPARATIONWALL CONST.CENTERLINE OFPARTY WALL5/8" GYP. BRDON CLGR-30 BATT INSULATIONOVER VAPOR BARRIERMFG. WOODTRUSSES @ 24" O.C8'-1 1/8"
7'-2 5/8"TYP. ROOFTYP. DWELLINGUNIT SEPARATIONWALL CONST.UNITUNITUNITUNITSTAGGER MIDHEIGHT BLOCKING9'-1 1/8"
8'-8 5/8"
(2nd FLR CLG.)(1st FLR
CLG.)MFG. WOODTRUSSES @ 24" O.C5/8" GYPSUM BOARDR-49 BATTINSULATIONOVER VAPORBARRIERGLUE ATTIC INSULATIONTO ACCESS PANELWOOD TRIMINSULATION BAFFLETYP. FRAME WALLCONST. (SEE ELEVATIONSFOR SIDING TYPE)TYP. CULTURESTONEVENEERCONST.APPLIED TRIM(SEE ELEVATIONS)BACKER ROD & SEALANTBOTH ENDS OF TRIMBOARDTYP. FRAME WALLCONST. (SEE ELEVATIONSFOR SIDING TYPE)TYP. CULTUREBRICK VENEERCONST.APPLIED TRIM(SEE ELEVATIONS)BACKER ROD & SEALANTBOTH ENDS OF TRIMBOARDTYP. CULTURESTONE/ BRICKVENEERCONST.TYP. FRAME WALLCONST. (SEE ELEVATIONSFOR SIDING TYPE)APPLIED TRIM(SEE ELEVATIONS)BACKER ROD & SEALANTBOTH ENDS OF TRIMBOARDTYP. FRAME WALLCONST. (SEE ELEVATIONSFOR SIDING TYPE)8" TRIM w/ 1x DRIPCAP FLASH ASREQ'D.TYP. CULTUREBRICK VENEERCONST.BACKER ROD & SEALANTBACKER ROD & SEALANTTYP. FRAME WALLCONST. (SEE ELEVATIONSFOR SIDING TYPE)8" TRIM w/ 1x DRIPCAP FLASH ASREQ'D.TYP. CULTURESTONEVENEERCONST.BACKER ROD & SEALANTBACKER ROD & SEALANTBACKER BOARDAS REQ'D.1x BATTEN @16" O.C.(SEE ELEVATIONS)1x BATTEN @16" O.C.(SEE ELEVATIONS)6'-8" (MIN. HEAD CLEARANCE)
34" (MIN.) - 38" (MAX.)
7 3/4"10" (min.)SPACED SO4" SPHERE WILLNOT PASS BETWEENSTAIR NOTES:ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHOF THE STAIRS AND ENDS SHALL BE RETURNED OR SHALLTERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.HANDRAILS PROJECTING FROM THE WALL SHALL HAVE A SPACE OFNOT LESS THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAILHANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION w/ ADIA. OF 1 1/4" IN. TO 2" IN., OR A NON-CIRCULAR CROSS SECTION w/ APERIMETER DIM. OF AT LEAST 4" IN. BUT NOT MORE THAN 6 1/4" IN.,AND A LARGEST CROSS SECTION DIM. NOT TO EXCEEDING 2 1/4" IN.OPEN SIDES OF STAIRS w/ A TOTAL RISE OF MORE THAN 30 INCHESABOVE THE FLOOR SHALL HAVE GUARDRAILS NOT LESS THAN 34" IN.IN HEIGHT MEASURED VERT. FROM THE NOSING OF THE TREADS.GUARDRAILS ON OPEN SIDES OF STAIRWAYS OF RAISED FLOORAREAS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTALCLOSURES WHICH DO NOT ALLOW PASSAGE OF AN OBJECT 4" IN. ORMORE IN DIA.THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD ANDBOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY WILLNOT ALLOW AN OBJECT THE SIZE OF A 6" IN. SPHERE PASS THROUGHA MIN. HANDRAIL HEIGHT OF 30" IN. AND A MAX. HEIGHT 0F 38" IN.STAIR WINDERS ARE PERMITTED PROVIDED THE WIDTH OF THETREAD AT A POINT NO MORE THAN 12" FROM THE SIDE WHERE THETREADS ARE NARROWER, IS NOT LESS THAN 10" AND THE MIN. WIDTHOF ANY TREAD IS NOT LESS THAN 6".TYPICAL CORNICEALUMINUM GUTTERS & DOWN SPOUTS3/4" FIBER CEMENT FASCIA BOARD3/8" FIBER CEMENT SOFFIT w/ VENT3/4" FIRE SAFINGBOTH SIDES3/4" FIRE SAFINGBOTH SIDES1'-0"1/2"3 1/2"1"1"1"1"3 1/2"1/2"TYPICAL DWELLING UNITSEPARATION WALL CONST.UL No. U336 STC 55 TO 59BEARING WALL RATING 2 HOURTWO LAYERS 1" TYPE "X" GYP. BOARD(GP DENS GLASS ULTRA SHAFTLINERCLASSIFIED GYPSUM WALL BOARD ORCENTAINTEED GLAS ROC SHAFT LINER)BETWEEN H STUDS WITH 3/4" MIN. AIR SPACEBETWEEN ADJACENT 2x4 FRAMING FACED WITH1/2" GYP. BOARD2x4 WOOD STUDS @ 16" O.C.3 1/2" FIBERGLASS BATT INSULATIONGYPSUM WALL BOARD TAPED AND SANDED TOSMOOTH FINISHTYP. FRAMEWALL CONST.(SEE PLANS)NO VERTICAL SEAMS INSHEATHING AT PARTYWALL(HORIZONTAL SEAMS CLOSED w/GRACE "FLAMESAFE" FS 1900FIRESTOP SEALANT OR EQUAL)UNITUNITCL11 1/2"
1/2"3 1/2"
3/4"
1"1"
3/4"
3 1/2"1/2"CLTYP. DWELLINGUNIT SEPARATIONWALL CONST.2"x 2 1/4" ALUM.CLIPS BOTHSIDES2"x 2 1/4" ALUM.CLIPS BOTHSIDES2"x 2 1/4" ALUM.CLIPS BOTHSIDES1'-4"8"TYP. FLOORCONSTRUCTION2x4 BEARING WALL @ 16" O.C.TREATED SILL PLATEATTACHED w/ .1430SHANK x 3" DRIVE PINS w/WASHERS @ 24" O.C. (ALIGNw/ STUDS ABOVE)1" BC RIMBETWEEN JOISTSCRAWLSPACECL18" (min.) CLEAR6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMS- HEATEDCL11 1/2"2x4 D.F. #2 STUDS @ 16"O.C. w/ R-13 BATTINSULATIONTYP. DWELLINGUNIT SEPARATIONWALL CONST.UNITUNITCENTERLINE OFPARTY WALL2" USG STEEL "C"RUNNERS1/2"3 1/2"3/4"1"1"3/4"3 1/2"1/2"1/2" BEAD OFACOUSTICAL CAULK(EACH SIDE)2'-0"10"TYP. FLOORCONSTRUCTION6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMS2x4 BEARING WALL @ 16" O.C.TREATED SILL PLATEATTACHED w/ .1430SHANK x 3" DRIVE PINS w/WASHERS @ 24" O.C. (ALIGNw/ STUDS ABOVE)3/4" FIRE SAFINGBOTH SIDES2"x 2 1/4" ALUM.CLIPS BOTHSIDESCRAWLSPACE18" (min.) CLEAR- HEATED3-#4 BARS (CONT.)R-13 (MIN.)BATTINSULATIONGRADE6"6"4"1'-4"8"8"TYP. SILL PLATER 19 BATTPERIMETERINSULATIONTYP. FRAMEWALL CONST.TYP. CULTURESTONEVENEERCONST.SEE ELEVATIONSFOR LOCATION FORCULTURE STONEAREASCULTURESTONE SILLWEEP SCREEDT/ FIN.FLR.EL (±) 0'-0"#4 BARSCONT. IN FDN.WALL TOP & BOT1'-4"GRADETYP. FLOORCONSTRUCTIONSILL SEALER ATALL PLATES1-#4 BAR CONT.#4 BAR @ 32" O.C.CRAWLSPACE18" (min.) CLEAR- HEATED6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMSWINDOW HEADER(SEE PLANS)1'-0 5/8"
8'-0"
9'-1 1/8"TYP. FLOORCONSTRUCTION5/8" GYP. BRDON CLGR-21 (MIN.) BATTINSULATIONTYP. FRAMEWALL CONST.T/ 2nd. FLOOR PLATEEL (+) 9'-1 1/8"T/ 2nd. FLOOREL (+) 10'-1 3/4"1" BC RIM8'-1 1/8"
7'-0"ADVANCED SEALERAT PLATE & FLOOR(1st FLR CLG.)
(WINDOW HEAD HEIGHT)
(1st FLR CLG.)
(WINDOW HEAD HEIGHT)MFG. WOODTRUSSES @ 24" O.C5/8" GYPSUM BOARDWINDOW HEADER(SEE PLANS)TYP. FRAMEWALL CONST.TYP. ROOFR-49 BATTINSULATIONOVER VAPORBARRIERT/ 2nd.FLOOR PLATEEL (+) 18'-3"TYP. FRAMEWALL CONST.6"6"4"1'-4"8"TYP. SILL PLATET/ FDNEL (;) 0'-0"#4 BARSCONT. IN FDN.WALL TOP & BOTTYP. FLOORCONSTRUCTIONSILL SEALER ATALL PLATES1-#4 BAR CONT.#4 BAR @ 32" O.C.CRAWLSPACE6"2'-0"- HEATED6 MIL. V.B. GROUNDCOVER LAP SEAMS6" TAPE SEAMS#4 BAR @24" O.C.4" CONC. SLAB w/6x6-W1.4xW1.4WWM,6" GRAVEL FILLR 19 BATTPERIMETERINSULATION18" (min.) CLEARSCALE:WALL SECTION (PARALLEL)6D1.01" = 1'-0"SCALE:PARTY WALL SECTION (PARALLEL)7D1.01" = 1'-0"SCALE:INTERIOR BEARING WALL8D1.01" = 1'-0"SCALE:SECTION PATIO/ STOOPS5D1.01" = 1'-0"SCALE:DETAIL1D1.01"=1'-0"SCALE:STAIR DETAIL12D1.01"=1'-0"SCALE:DETAIL2D1.01"=1'-0"SCALE:DETAIL3D1.01"=1'-0"SCALE:DETAIL4D1.01"=1'-0"SCALE:DETAIL9D1.01"=1'-0"SCALE:ATTIC ACCESS DETAIL11D1.01"=1'-0"SCALE:DETAIL10D1.01"=1'-0"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:SHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
4'-0""UNIT O-L"4'-0""UNIT O-R"℄9"4'-0 1/2"4'-0 1/2"9"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:COSHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49
℄"UNIT O-L""UNIT O-R"DRAWN BY :
PLAN :
REVISION DATE:
LOT #
BLOCK #
JOB # :
ELEV :SERIES :
PLAN DATE :
REVISION NUMBER:COSHEET #:701 S. ALLEN ST. STE. 104
MERIDIAN, ID 83642
Phone: (208) 433-8800 Fax: (208) 378-0329
CORPORATE OFFICES Should a discrepancy arise, onPlans, details or specifications themaster plans shall prevail. Planssubject to change without notice.CONTRACTOR REGISTRATION # RCE-49