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1. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THIS ARCHITECT WHETHER THE PROJECT FOR WHICH THEY
WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE
PROJECT OWNER OR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS, ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH THIS ARCHITECT.
2. CHANGES TO OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT SHALL BE CONSIDERED TO BE
UNAUTHORIZED AND SHALL RESULT IN THE PARTY MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGS BEING HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTING FROM SUCH CHANGES.
3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROJECT IN ACCORDANCE WITH
THE TERMS AND CONDITIONS OF THE OWNER/CONTRACTOR AGREEMENT AND IN CONFORMANCE WITH THE GOVERNING CODES AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT.
4. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE, AND
FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES.
5. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
6. ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT.
FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUBSEQUENT CONSTRUCTION ACTIVITY SHALL RELIEVE THE ARCHITECT OF ALL LIABILITIES AND/OR
ANY OTHER CONSEQUENCE.
7. DO NOT SCALE THE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. SHOULD DIMENSIONAL ERRORS OCCUR, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK.
8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.
9. ANY CHANGE WHICH RESULTS IN EXTRA COST OR TIME SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION OF THE OWNER AND ARCHITECT.
10. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT.
11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS OF WORK, AT HIS OWN EXPENSE, FOR WORK INSTALLED IN CONFLICT WITH THE
CONTRACT DOCUMENTS.
12. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS DIRECTLY AND SEPARATELY EMPLOYED BY THE OWNER FOR TIMELY STORAGE
AND INSTALLATION OF THEIR PRODUCT.
13. CONTRACTOR SHALL KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIAL AND RUBBISH. PREMISES ARE TO BE SWEPT CLEAN DAILY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, ALL FIXTURES, EQUIPMENT, CABINETRY, GLAZING, FLOORING, ETC. SHALL BE LEFT CLEAN AND READY
FOR OCCUPANCY.
14. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE THROUGHOUT CONSTRUCTION.
15. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY SIZE AND LOCATIONS OF DUCT AND PLUMBING RUNS WITH MECHANICAL CONTRACTOR PRIOR TO FRAMING
WALLS AND CEILINGS.
16. CONTRACTOR SHALL NOT PERMIT SMOKING IN BUILDING.
17. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.
18. THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO", "EQUIVALENT", OR "APPROVED
EQUAL" ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.
19. EXPOSED FRAMING TO BE DOUGLASS FIR, NO. 1 U.N.O. FREE FROM LOOSE KNOTS, SPLITS, OR CHECKS.
20. CONTRACTOR TO COVER AND PROTECT ALL EXPOSED CONCRETE FLOORS THROUGHOUT CONSTRUCTION PROCESS. COVERING SHOULD NOT BE TAPED OR ADHERED DIRECTLY TO CONCRETE.
21. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS
TO THE ELEVATION OR DETAIL NOTED, UNLESS NOTED OTHERWISE. VERIFY DIMENSIONS AND ORIENTATIONS OF PLAN.
22. WHERE SHOP DRAWINGS, SUBMITTALS, OR SUBSTITUTION REQUESTS ARE REQUESTED OR REQUIRED FOR REVIEW, THE CONTRACTOR SHALL SUBMIT 4 COPIES OF
THE REQUESTED INFORMATION TO THE ARCHITECT. THE CONTRACT0R SHALL GIVE THE ARCHITECT TWO WEEKS MINIMUM FOR APPROVAL OF THE ABOVE MENTIONED
SUBMITTALS.
23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS, ETC.) TO THE TRADES UNDER THEIR
JURISDICTION.
24. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THOSE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR.
25. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM.
26. CONSULTANT WORK THAT IS NOT A PART OF THESE CONTRACT DOCUMENTS HAS NOT BEEN COORDINATED BY THE ARCHITECT. THE CONTRACTOR SHALL NOTIFY
THE ARCHITECT OF ANY DISCREPANCIES THAT PREVENT EXECUTION OF WORK COVERED BY THESE DOCUMENTS.
27. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL WALK THROUGH THE PROJECT WITH THE ARCHITECT AND COMPILE A "PUNCH LIST' OF CORRECTIONS, UNSATISFACTORY, OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS.
28. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE YEAR FROM APPROVAL FOR FINAL PAYMENT.
29. THE GENERAL CONTRACTOR IS TO FACILITATE A WALK-THROUGH OF THE PROJECT WITH THE OWNER TO SHOW THE BASIC OPERATION AND MAINTENANCE OF ALL
EQUIPMENT AND PRODUCTS INSTALLED ON THE PROJECT.
30. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL OPERATING, MAINTENANCE, AND WARRANTY INFORMATION FOR ALL EQUIPMENT AND
PRODUCTS INSTALLED ON THE PROJECT.
PROJECT INFORMATION:
ROOM NUMBER
ABBREVIATIONS: VICINITY MAP:
PROJECT NAME:
COTTONWOOD CORNER APARTMENTS
ARCHITECT'S PROJECT IDENTIFICATION:
NMD
PROJECT OWNER:NHB
P.O. BOX 11530
BOZEMAN, MT 59719
PROJECT LOCATION:
96 S. COTTONWOOD RD. BOZEMAN, MT
LEGAL DESCRIPTION:
LOT 1A, MINOR SUBDIVISION NO. 340, LOCATED IN THE SW 1/4, SECTION 10, T. 2 S., R. 5 E. OF P.M.M.,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
PROJECT DESCRIPTION:
THREE STORY - 12 UNIT APARTMENT BUILDING ON UNDEVELOPED PARCEL
UNIT DEMISING WALL UL DES. NO U-341 HR RATED STC SOUND RATING 55 PER GA FILE NO. WP 5508
WALL TYPE
INTERIOR WOOD FRAME WALL
WALL TYPE
INTERIOR WOOD FRAME WALL
SEAL ALL PENETRATIONS WITH U.L. RATED FIRE STOP SYSTEM. ALL ELECTRICAL TO BE U.L. LISTED OR METAL. SEPARATE ELECTRICAL BOXES MIN. 24" FROM ALL BOXES ON OPPOSING SIDES OF WALL. SEAL EDGES OF GYP. BD. PANELS WITH ACOUSTICAL SEALANT PRIOR TO TAPING.
EXTERIOR WOOD FRAME WALL 1/2 HOUR FIRE RATED WALL - PER IBC 722.6
AIR/ WEATHER BARRIER
SHEATHING - SSD
2X6 WOOD STUDS - SSD
R-21 HIGH DENSITY BATT INSULATION
6 MIL POLY VAPOR BARRIER
5/8" TYPE X GWB - PAINT FINISH
RC DELUXE RESILIENTCHANNEL
SEAL ALL PENETRATIONS WITH U.L. RATED FIRE STOP SYSTEM. ALL ELECTRICAL TO BE U.L. LISTED OR METAL. SEPARATE ELECTRICAL BOXES MIN. 24" FROM ALL BOXES ON OPPOSING SIDES OF WALL. SEAL EDGES OF GYP. BD. PANELS WITH ACOUSTICAL SEALANT PRIOR TO TAPING.
10WALL TYPE
EXTERIOR WOOD FRAME WALL
HORIZONTAL CEMENTITIOUS LAP SIDING 7" REVEAL - PAINT FINISH
AIR/ WEATHER BARRIER
SHEATHING - SSD
2X6 WOOD STUDS - SSD
R-21 HIGH DENSITY BATT INSULATION
6 MIL POLY VAPOR BARRIER
1/2" GWB- PAINT FINISH
5/8" X 2" MIRATEC BATTENS @ 16 O.C. VERT.
HORIZONTAL CEMENTITIOUS LAP SIDING 7" REVEAL- PAINT FINISH
1"
GYPSUM BOARD ATTACHMENT REQUIREMENTS: GYPSUM BOARD SCREWED TO STUDS AND BEARING PLATES 7" O.C. WITH NO. 6 BUGLE-HEAD DRYWALL SCREWS, 1 7/8" LONG. SEE STRUCTURAL FOR SHEAR WALL FASTENING REQUIREMENTS (TYP.)
SEAL ALL PENETRATIONS WITH U.L. RATED FIRE STOP SYSTEM. ALL ELECTRICAL TO BE U.L. LISTED OR METAL. SEPARATE ELECTRICAL BOXES MIN. 24" FROM ALL BOXES ON OPPOSING SIDES OF WALL. SEAL EDGES OF GYP. BD. PANELS WITH ACOUSTICAL SEALANT PRIOR TO TAPING.
FLOOR TYPE
NON RATEDCOMPOSITE DECKING
F
WOOD FRAMING - SSD
COMPOSITE DECKING
5/8" TYPE X GWB- PAINT FINISH
R-49 MIN. BLOWN-INCELLULOSE INSULATION
TAPERED RIGID FOAM INSULATION MIN. R-30.- SEE ROOF PLAN FOR ROOF SLOPE
VAPOR BARRIER
METAL RESILIENT CHANNEL @ 12" O.C. PERP. TO FRAMING
SLOPED WOOD ROOF FRAMING - SSD
VENTED SOFFIT PANELS
SLOPE 1/4"/12" MIN.SEE ROOF PLAN
SUBGRADE PER GEOTECH
FULLY ADHEREDROOFING MEMBRANE
COVERBOARD OVER RIGID INSULATION
TAPERED RIGID FOAM INSULATION MIN. R-30 OVERCONDITIONED AREAS.
WOOD DECKING - SSD
VAPOR BARRIER
B1ROOF TYPE
MEMBRANE WOOD FRAMINGNON RATED
WOOD FRAMING - SSDVENTED SOFFIT PANELS
IF FOAM WITH CLASS III VAPOR RETARDER IS USED, ADD VAPOR RESISTANT BARRIER BELOW INSULATION LAYER, ABOVE SHEATHING (TYP.)
IF FOAM WITH CLASS III VAPOR RETARDER IS USED, ADD VAPOR RESISTANT BARRIER BELOW INSULATION LAYER, ABOVE SHEATHING (TYP.)
IF FOAM WITH CLASS III VAPOR RETARDER IS USED, ADD VAPOR RESISTANT BARRIER BELOW INSULATION LAYER, ABOVE SHEATHING (TYP.)
GYPSUM BOARD ATTACHMENT REQUIREMENTS:GYPSUM WALLBOARD FASTENED TO CROSS TEES WITH 1 IN. LONG STEEL GYPSUM BOARD SCREWS SPACED 8 IN. OC IN THE FIELD AND 8 IN. O.C. ALONG END JOINTS. FASTENED TO MAIN RUNNERS WITH 1 IN. LONG GYPSUM BOARD SCREWS SPACED MIDWAY BETWEEN CROSS TEES. SCREWS ALONG SIDES AND ENDS OF BOARDS SPACED 3/8 TO 1/2 IN. FROM BOARD EDGE. END JOINTS OF THE SHEETS SHALL BE STAGGERED WITH SPACING BETWEEN JOINTS ON ADJACENT BOARDS NOT LESS THAN 4 FT O.C..
GYPSUM BOARD ATTACHEMENT REQUIREMENTS: THE FIRST LAYER OF GYPSUM BOARD MUST BE INSTALLED PERPENDICULAR TO THE TJI JOISTS AND ATTACHED USING 1 5/8" LONG, TYPE S SCREWS SPACED 12" O.C. THE SECOND LAYER MUST BE INSTALLED WITH THE JOINTS STAGGERED FROM THE FIRST LAYER. THE SECOND LAYER MUST BE FASTENED TO THE TJI JOISTS WITH 2" LONG TYPE S SCREWS SPACED 12" O.C. IN THE FIELD, AND 8" O.C. AT THE BUTT JOINTS
SEAL ALL PENETRATIONS WITH U.L. RATED FIRE STOP SYSTEM. ALL ELECTRICAL TO BE U.L. LISTED OR METAL. SEPARATE ELECTRICAL BOXES MIN. 24" FROM ALL BOXES ON OPPOSING SIDES OF WALL. SEAL EDGES OF GYP. BD. PANELS WITH ACOUSTICAL SEALANT PRIOR TO TAPING.
GYPSUM BOARD ATTACHMENT REQUIREMENTS:BASE LAYER FASTENED TO RESILIENT CHANNEL W/ 1" LONG NO. 6 TYPE S BUGLE HEAD STEEL SCREWS. SCREWS SPACED 8" O.C. AT BUTTED END JOINTS AND 16" O.C. ALONG CONTINUOUS ROWS OF CHANNELS IN THE FIELD OF THE BOARDS. SCREWS TO BE SPACED 1/2" FROM BUTTED END JOINTS AND 1" FROM SIDE JOINTS. FACE LAYER INSTALLED WITH ITS SIDE JOINTS OFFSET MIN 10" FROM BUTTED END JOINTS OF BASE LAYER. FACE LAYER FASTENED TO CONTINUOUS ROWS OF RESILIENT CHANNELS THROUGH BASE LAYER WITH 1 5/8" LONG NO. 6 BUGLE HEAD STEEL SCREWS SPACED 8" O.C. AT BUTTED ENDS, FACE LAYER FASTENED TO BASE LAYER WITH 1 1/2" LONG TYPE G SCREWS SPACED 8" O.C. ON EACH SIDE OF END JOINT. FASTENERS SPACED 1/2" AND 1" FROM BUTTED END AND SIDE JOINTS RESPECTIVELY
2 PASSIVE SUBMEMBRANE DEPRESSURIZATION SYSTEM (RADON MITIGATION)
NOTES:1. FOUNDATION OUTLINE SHOWNFOR REFERENCE ONLY - SEE STRUCTFOR FOUNDATION PLAN.2. SEE M.E.P. & FIRE PROTECTIONDRAWINGS FOR EQUIPMENT, PIPING, & DUCTING NOT SHOWN.3. SEAL ALL GAPS IN CRAWL SPACEVAPOR BARRIER TIGHTLY WITH TAPE OR SEALANT.4. INSTALL PIPING SLOPED TO ALLOW RAINWATER OR CONDENSATION TO DRAIN INTO GRAVEL.
No
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017
.02
.24
REF.
REF.REF.
REF.REF.
REF.REF.
REF.
UP
UP
DN
DN
A3.12
A3.11
A3.13
A3.14
4'-6
"30
'-0"
30'-0
"
UNIT 101PLAN 1
TYPE B (ANSI A117.1 2009 ACCESSIBILITY)
1 1
2 2
3 3
4 4
1A4.1
1A4.1
A
A
B
B
D
D
E
E
C
C
75'-0"
33'-6" 4'-0" 4'-0" 33'-6"
64'-6
"
30'-0
"30
'-0"
4'-6
"
75'-0"
33'-6" 4'-0" 4'-0" 33'-6"
64'-6
"
UP
PATIO
PATIO
PATIO
PATIO
2A4.1
2A4.1
11'-8 1/2" 10'-6 1/2" 11'-3"
UNIT 103PLAN 1 (MIRROR)
TYPE B (ANSI A117.1 2009 ACCESSIBILITY)
UNIT 104PLAN 1
TYPE B (ANSI A117.1 2009 ACCESSIBILITY)
UNIT 102PLAN 2
TYPE A (ANSI A117.1 2009 ACCESSIBILITY) C
C
C
C
A1
A1
B B
A1 A1
B B
A1
A1
C
C
C
C
A1
A1
BB
A1A1
A
A1
A1
A
10
10 10 10
1212
10
10
10
10
10
10
12
1010
101010
10
11 11
10
10
10
10
10
10 10 1010
10
10
1010
16'-5
1/2
"13
'-6 1
/2"
13'-6
1/2
"16
'-5 1
/2"
3A4.1
3A4.1
FIRE RISER &WATER METER ROOM
67 67
16'-9
"13
'-3"
13'-3
"16
'-9"
A
A A
RADON VENT PIPE
2
A5.36
A5.34
CRAWLSPACE ACCESS24"x30"
CRAWLSPACE ACCESS24"x30"
UP
HORN STROBECOORDINATE LOCATION W/ FIRE OFFICIAL
KNOX BOXCOORDINATE LOCATIONW/ FIRE OFFICIAL
1
1
REDUCEDVERTICAL CLEARANCE BARRIER
REDUCEDVERTICAL CLEARANCE BARRIER
5'-2"
3 3
3 3
STEEL HANDRAILSBOTH SIDES OF STAIR (TYP.)
STEEL HANDRAILSBOTH SIDES OF
STAIR (TYP.)
SEMI RECESSED FIRE EXTINGUISHER CABINET - 48" A.F.F. TO TOP OF CABINET (TYP.)
ELECTRICAL METERS - SEE MEP
30X30 MIN. CRAWLSPACE ACCESS
A3.12
A3.11
A3.13
A3.14
1 1
2 2
3 3
4 4
1A4.1
1A4.1
A
A
B
B
D
D
E
E
C
C
75'-0"
33'-6" 4'-0" 4'-0" 33'-6"
64'-6
"
16'-9
"13
'-3"
13'-3
"16
'-9"
4'-6
"
64'-6
"
30'-0
"30
'-0"
4'-6
"
75'-0"
33'-6" 4'-0" 4'-0" 33'-6"
ROOF BELOW
2A4.1
2A4.1
DECK
DECK
DECK
DECK
UNIT 201PLAN 1
UNIT 203PLAN 1 (MIRROR)
UNIT 204PLAN 1
UNIT 202PLAN 1 (MIRROR)
C
C
B
B
A
B B
AA A
B B
A
A
B
C
C
B
A
A
BB
AA
BB
A
A
10
10 10 10
1212
10
10
10
10
10
10
12
101010
11
11
10
10
10
10
10
10 10 1010
10
10
1010
12
10 10
16'-4
1/4
"13
'-7 3
/4"
13'-7
3/4
"16
'-4 1
/4"
3A4.1
3A4.1
6767
A A
AA
RADON VENT PIPE
SEMI RECESSED FIRE EXTINGUISHER CABINET - 48" A.F.F. TO TOP OF CABINET (TYP.)
5'-2" 5'-2"
3 3
3 3
STEEL HANDRAILSBOTH SIDES OF STAIR (TYP.)
STEEL HANDRAILSBOTH SIDES OF STAIR (TYP.)
13'-7
"13
'-7"
3
3
7'-10"
7'-10"
201210 FIRE SPRINKLERCONTROL
VALVE
UNIT NUMBERS
MOUNT BOTTOMEDGE 5' A.F.F.CENTERED ON DOOR
EXTERIOR ADDRESS SIGN
CAST ALUMINUM NUMBERSVERIFY ADDRESS & LOCATION(S)(SEE BUILDING ELEVATIONS)
ENGRAVED PLASTICWITH 5/8" CONTRASTINGLETTERS
FIRE SPRINKLER
CONTROL SIGN
1
6"
2 3
NOTE:ALL SIGNAGE SHALL CONFORM WITH ICC A117.1,INCLUDING BUT NOT LIMITED TO PROPORTION,COLOR CONTRAST AND RELIEF AND GRADE 2BRAILLE REQUIREMENTS.
BRAILLE NOT REQUIRED ON LEVELS 2&3.
4"6"
MOUNT UNIT SIGNS ON WALL ADJACENT TO STRIKES OF EACH UNIT ENTRY DOOR
NOTE: FLUSH CONTROLS TO BE ON OPEN SIDE OF TOILET IN TYPE A UNITS
64 64 64
6262
626264
64
62
62
62
6262
3
3
3
3 3
3
3
3
3
3
FLOOR FINISH LEGEND
VINYL PLANK
CARPET
ADAPTABLE UNIT BUILDING ELEMENTS MUST ADHERE TO ANSI 117.1 2009 GUIDELINES, INCLUDING, BUT NOT LIMITED TO:
• DOOR & FLOOR SPACE CLEARANCES• DOOR & CABINET HARDWARE• CABINET ADAPTABILITY • ELECTRICAL SWITCHES & RECEPTICLES• CABINET & COUNTER TOP HEIGHTS• ELECTRICAL PANELS & THEIR CONTROLS• WINDOW OPERABILITY & HARDWARE • BLOCKING FOR FUTURE GRAB BAR • INSTALL FLOORING UNDER ALL REMOVABLE
A 3' - 0" 5' - 0" SINGLE HUNG NO YES - SEE ELEVATIONS PROVIDE WINDOW OPERATING CONTROL DEVICE
A1 3' - 0" 5' - 0" SINGLE HUNG NO YES - SEE ELEVATIONS PROVIDE SILL LATCH
B 2' - 0" 2' - 0" FIXED NO NO
C 3' - 0" 4' - 0" FIXED NO NO ALIGN HEAD W/ ADJACENT DOOR
NOTE:
1. SECOND & THIRD FLOOR SINGLE HUNG WINDOWS MUST INCLUDE A WOCD (WINDOW OPERATING CONTROL DEVICE) COMPLIANT W/ ASTM F 2090.COMPLIANCE LABEL SHALL REMAIN IN PLACE ON WOCD AND/ OR WINDOW UNTIL THE CERTIFICATE OF OCCUPANCY IS ISSUED.
2. INSULATE "SHIM SPACE" BETWEEN DOOR/WINDOW AND ROUGH OPENING WITH MINIMAL EXPANDING FOAM DESIGNATEDFOR "WINDOW AND DOOR USE" THAT IS CERTIFIED TO MEET ASTM AND AAMA REQUIREMENTS.
3. COORDINATE ALL ROUGH OPENINGS WITH MANUFACTURER'S SPECIFICATIONS.
4. ALL HEAD HEIGHT DIMENSIONS ARE TAKEN FROM TOP OF SUBFLOOR.
5. ALL GLAZING IN DOORS & SIDELITE PANELS TO BE TEMPERED.
6. REFERENCE FLOOR PLANS FOR DOOR SWING DIRECTION.
7. ALL FIRST FLOOR DOOR THRESHOLDS TO BE 1/2" MAX.
8. ALL FIRST FLOOR DOOR HARDWARE TO BE LEVERS & BE IN COMPLIANCE WITH ICC A117.1-2009.
3" = 1'-0"A6.1
8 DOOR HEAD @ LAP SIDING 3" = 1'-0"A6.1
9 DOOR JAMB @ LAP SIDING
3" = 1'-0"A6.1
7 TYP. INT DOOR@ HEAD 3" = 1'-0"A6.1
6 TYP. INT DOOR@ JAMB 3" = 1'-0"A6.1
3 WINDOW HEAD @ LAP SIDING 3" = 1'-0"A6.1
4 WINDOW JAMB @ LAP SIDING 3" = 1'-0"A6.1
5 WINDOW SILL @ LAP SIDING
3" = 1'-0"A6.1
11 DOOR SILL @ GROUND LEVEL PATIO DOOR 3" = 1'-0"A6.1
12 DOOR SILL @ SLIDING PATIO DOOR 3" = 1'-0"A6.1
10 DOOR SILL @ GROUND LEVEL UNIT ENTRY DOOR
No
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.24
1 1/2"2'-0"3/4"3'-0"3/4"2'-6"1"
1"7'-10"1"
SINK BASE
DISHWASHER
3'-0
"
LAMINATE COUNTERTOP
MICROWAVE/RANGE HOOD
2'-6
"1'
-6"
3'-0
"
1'-3
"2'
-9"
1/2" 3'-6" 1'-9"
COORD. OPENING W/ MANUF. REQ.
2'-6" 3'-6" 3'-2"
2'-6" 3'-6" 1"
RANGE
3'-0" 1"1/2" 3'-6" 1'-9"
REFRIGERATOR
LAMINATE COUNTERTOP AND BACKSPLASH TYP.
(TY
P.)
6'-0
" M
IN.
1'-8" 2'-6 1/2" 3'-6"
3'-0
" M
AX
.
2'-0"
SINK BASE
MIRROR
FIBERGLASSBATHTUBINSERT
2'-0" 1'-6"
3'-2
"
1'-3 3/4"
T.O
. G
RA
B B
AR
(T
YP
.)
2'-9
" -
3'-0
"
3" -
6"
1'-6
" M
IN.
4" MAX.
2'-0" MIN.
1'-0" 2'-0"
BACK SPLASH
PROVIDE BLOCKING FOR FUTURE SWING-UPGRAB BAR & GRAB BAR(TYP.)
PROVIDE BLOCKING FOR FUTURE GRAB BAR (TYP.)
1'-6"
T.O
. G
RA
B B
AR
(T
YP
.)
3'-0
" M
AX
.
3'-0" MIN.
2'-0" MIN. 1'-0" MIN.
NOTE: FLUSH CONTROL TO BE ON THE "OPEN SIDE" OF THEWATER CLOSET
(TY
P.)
6'-0
" M
IN.
FIBERGLASSBATHTUBINSERT
8"-1
0"
1'-6
" M
IN.
3"-6
"
1'-0" MAX.2'-0" MIN.2'-0" MAX.
T.O
. G
RA
B B
AR
(T
YP
.)
2'-9
" -
3'-0
"
PROVIDE BLOCKING FOR FUTURE GRAB BARS (TYP.)
REMOVABLE SEAT
FIBERGLASSBATHTUB INSERT
(TY
P.)
6'-0
" M
IN.
T.O
. G
RA
B B
AR
(T
YP
.)
2'-9
" -
3'-0
"
T.O
. S
EA
T
1'-5
" -
1'-9
"
REMOVABLEIN-TUB SEAT
PROVIDE BLOCKING FOR FUTURE GRAB BARS (TYP.)
1'-0" MIN.
END WALL
PROVIDE BLOCKING FOR FUTURE GRAB BARS (TYP.)
(TY
P.)
6'-0
" M
IN.
FIBERGLASSBATHTUBINSERT
8" -
10"
T.O
. G
RA
B B
AR
(T
YP
.)
2'-9
" -
3'-0
"
3" -
6"
1'-6
" M
IN.
4" MAX.
2'-0" MIN.
CONTROLLOCATION
CONTROL WALL
T.O
. G
RA
B B
AR
(T
YP
.)
2'-9
" -
3'-0
"
4'-6" MIN.
3'-6" MIN.1'-0" MAX.
SE
AT
HE
IGH
T
1'-5
"-1'
9"
HAND SHOWER WITH MIN. 59" HOSE
BACK SPLASH
MIRRORFIBERGLASSBATHTUB INSERT
HAND HELD SHOWER HEAD
T.O
. C
OU
NT
ER
TO
P
2'-1
0" M
AX
.REMOVABLE VANITYSEE:
5'-0" 3'-6" 2'-0" 2 1/2"
/12 A7.1
CONTINUE FLOORING UNDER VANITY CABINET
8"-1
0"
1'-6
" M
IN.
3" -
6"
1'-0" MAX. 2'-0" MIN. 2'-0" MAX.
T.O
. G
RA
B B
AR
(T
YP
.)
2'-9
" -
3'-0
"
PROVIDE BLOCKING FOR FUTURE GRAB BARS (TYP.)
HAND SHOWER W/ MIN. 59" HOSE LENGTH
REMOVABLE SEAT
BT
M.
OF
MIR
RO
R
3'-4
" M
AX
.
2'-0"
3'-0
"
LINEN CABINETW/ ADJUSTABLE SHELVES
1/2"3'-6"1'-9"
COORD. OPENING W/ MANUF. REQ.
2'-6"3'-6"3'-2"
2'-6
"1'
-8"
2'-1
0" M
AX
.
1/2"5'-3"2'-6"3'-6"3'-2"
34" HIGH RANGEWITH FRONTCONTROLS
REFRIGERATOR 30"
MIN
.
LAMINATE COUNTERTOP AND BACKSPLASH TYP.
1" 7'-10" 1"
2'-1
0" M
AX
.
1 1/2" 2'-0" 3/4" 3'-0" 3/4" 2'-6" 1"
SINK BASE
ADA COMPLIANTDISHWASHER
REMOVABLECABINET BASE
- CONTINUE FLOORING UNDER CABINETRY & FINISH SURROUNDING
CABINETS & WALLS
REMOVABLECABINET BASE
- CONTINUE FLOORING UNDER CABINETRY & FINISH SURROUNDING
2 KITCHEN ELEVATION B - PLAN TYPE 1 1/2" = 1'-0"A7.1
1 KITCHEN ELEVATION A - PLAN TYPE 1
1/2" = 1'-0"A7.1
9 BATHROOM ELEVATION A - PLAN TYPE 1
1/2" = 1'-0"A7.1
5 BATHROOM ELEVATION A - PLAN TYPE 2
1/2" = 1'-0"A7.1
10 BATHROOM ELEVATION B - PLAN TYPE 1
1/2" = 1'-0"A7.1
6 BATHROOM ELEVATION B - PLAN TYPE 2 1/2" = 1'-0"A7.1
7 BATHROOM ELEVATION C - PLAN TYPE 2 1/2" = 1'-0"A7.1
8 BATHROOM ELEVATION D - PLAN TYPE 2
1/2" = 1'-0"A7.1
3 KITCHEN ELEVATION A - PLAN TYPE 2 1/2" = 1'-0"A7.1
4 KITCHEN ELEVATION B - PLAN TYPE 2
1/2" = 1'-0"A7.1
11 SWING-UP GRAB BAR 1/2" = 1'-0"A7.1
12 REMOVABLE CABINET BASE
TYPE A (ANSI 117.1 2009 ACCESSIBILITY) TYPE A (ANSI 117.1 2009 ACCESSIBILITY)
TYPE A (ANSI 117.1 2009 ACCESSIBILITY) TYPE A (ANSI 117.1 2009 ACCESSIBILITY) TYPE A (ANSI 117.1 2009 ACCESSIBILITY)TYPE A (ANSI 117.1 2009 ACCESSIBILITY)
TYPE B (ANSI 117.1 2009 ACCESSIBILITY)WHEN LOCATED ON GROUND LEVEL
TYPE B (ANSI 117.1 2009 ACCESSIBILITY)WHEN LOCATED ON GROUND LEVEL
TYPE B (ANSI 117.1 2009 ACCESSIBILITY)WHEN LOCATED ON GROUND LEVEL
TYPE B (ANSI 117.1 2009 ACCESSIBILITY)WHEN LOCATED ON GROUND LEVEL
No
.D
escri
pti
on
Date
1 1
2 2
3 3
4 4
A
A
B
B
D
D
E
E
C
C
BO
ZEM
AN
, M
T
2B H
OLD
ING
S, L
LCN
MD
APA
RTM
ENTS
- 12-
PLEX
01/09/17
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
2 TYP.
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
95'-9 3/4"
AutoCAD SHX Text
T.O.W.
AutoCAD SHX Text
99'-9 3/4"
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
95'-9 3/4"
AutoCAD SHX Text
T.O.W.
AutoCAD SHX Text
99'-9 3/4"
AutoCAD SHX Text
95'-9 3/4"
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
(2 TYP.)
AutoCAD SHX Text
100'-3"
AutoCAD SHX Text
T.O.P.
AutoCAD SHX Text
(2 TYP.)
AutoCAD SHX Text
95'-9 3/4"
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
(2 TYP.)
AutoCAD SHX Text
100'-3"
AutoCAD SHX Text
T.O.P.
AutoCAD SHX Text
(2 TYP.)
AutoCAD SHX Text
CRAWL SPACE
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
2 TYP.
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
16
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
13
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
13
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
CRAWL SPACE
AutoCAD SHX Text
6x6 POST (3 TYP.)
AutoCAD SHX Text
6x6 POST (3 TYP.)
AutoCAD SHX Text
95'-9 3/4"
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
(2 TYP.)
AutoCAD SHX Text
T.O.P.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
T.O.F.
AutoCAD SHX Text
V.I.F.
AutoCAD SHX Text
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S1.0
AutoCAD SHX Text
1
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text
%%uDRAWN:
AutoCAD SHX Text
PMH
AutoCAD SHX Text
%%uENGINEER:
AutoCAD SHX Text
EJW
AutoCAD SHX Text
%%UISSUED:
AutoCAD SHX Text
0
AutoCAD SHX Text
%%UREVISION:
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
Sheet of 6
AutoCAD SHX Text
DATE: 01/09/2017
AutoCAD SHX Text
#16387
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
HJALMARSSON
AutoCAD SHX Text
PER M.
AutoCAD SHX Text
No. 8867PE
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text
S1.0
AutoCAD SHX Text
1
AutoCAD SHX Text
NOTES: 1. USE (3) 2x6 POSTS U.N.O. 2. STEP INTERIOR FOOTINGS AS REQUIRED, SEE DETAIL 16/S3.1. 3. CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL PLANS. CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL PLANS. 4. SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR FOUNDATION BLOCKOUTS.
1 1
2 2
3 3
4 4
A
A
B
B
D
D
E
E
C
C
1 1
2 2
3 3
4 4
A
A
B
B
D
D
E
E
C
C
1 1
2 2
3 3
4 4
A
A
B
B
D
D
E
E
C
C
1 1
2 2
3 3
4 4
A
A
B
B
D
D
E
E
C
C
BO
ZEM
AN
, M
T
2B H
OLD
ING
S, L
LCN
MD
APA
RTM
ENTS
- 12-
PLEX
01/09/17
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM
AutoCAD SHX Text
1
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SIM
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
SEE NOTE 2 (TYP.)
AutoCAD SHX Text
SIMPSON ITS 2.06/11.88 HANGER (TYP.)
AutoCAD SHX Text
3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
18
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.2.
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
18
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.2.
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
12
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
12
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
14
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
14
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
G2
AutoCAD SHX Text
G2
AutoCAD SHX Text
G2
AutoCAD SHX Text
G2
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
18
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.2.
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
18
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
4
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
12
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
11
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
2
AutoCAD SHX Text
S3.2.
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
5
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
12
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
12
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
14
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
14
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
(3) P.T. 2x12
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
C9x13.4
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
6
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(3) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
15
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
13
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
14
AutoCAD SHX Text
S3.2.
AutoCAD SHX Text
9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
13
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
8
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
8
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
8
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
14
AutoCAD SHX Text
S3.2.
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10
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G1
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(3) 2x12
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2x8
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SEE NOTE 4
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SEE NOTE 4
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MAIN, 2ND, 3RD FLOOR AND ROOF FRAMING PLANS
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%%uDRAWN:
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PMH
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%%uENGINEER:
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EJW
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%%UISSUED:
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%%UREVISION:
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Sheet of 6
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DATE: 01/09/2017
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#16387
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HJALMARSSON
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PER M.
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No. 8867PE
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SCALE: 1/8" = 1'-0"
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MAIN FLOOR FRAMING PLAN
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S2.0
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1
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NOTES: 1. USE (3) 2x6 POSTS U.N.O. 2. PONY WALL HEADERS TO BE IN LINE W/ HEADERS ABOVE. PONY WALL HEADERS TO BE IN LINE W/ HEADERS ABOVE. 3. SEE ARCH. DRAWINGS FOR CRAWL SPACE ACCESS LOCATIONS.
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SCALE: 1/8" = 1'-0"
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2ND FLOOR FRAMING PLAN
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S2.0
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NOTES: 1. USE (2) 2x6 HEADERS U.N.O. 2. USE (3) 2x6 POSTS U.N.O.
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SCALE: 1/8" = 1'-0"
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3RD FLOOR FRAMING PLAN
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NOTES: 1. USE (2) 2x6 HEADERS U.N.O. 2. USE (3) 2x6 POSTS U.N.O.
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SCALE: 1/8" = 1'-0"
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ROOF FRAMING PLAN
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S2.0
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NOTES: 1. USE (2) 2x6 HEADERS U.N.O. 2. USE (3) 2x6 POST U.N.O. 3. SEE ARCH. DRAWINGS FOR ATTIC ACCESS LOCATIONS. 4. PROVIDE JOIST DIRECTLY UNDER PARAPET WALL. 5. 10' CONTINUOUS 2x8 LEDGER MINIMUM.
NOTE: 1. ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.
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SPACING
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1/2" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 2'-6" O.C.
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8d COMMON
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A
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7/16" (32/16) APA RATED 0NE SIDE
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SHEATHING
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WALL
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350 PLF WALL LOAD
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BLOCKING
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5/8" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 1'-6" O.C.
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7/16" (32/16) APA RATED 0NE SIDE
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3" NOM. 2" NOM.
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440 PLF WALL LOAD
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5/8" GYPSUM ONE SIDES OF WALL
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G1
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2" NOM. 2" NOM.
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90 PLF WALL LOAD
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1/2" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 6'-0" O.C.
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5/8" GYPSUM TWO SIDES OF WALL
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G2
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160 PLF WALL LOAD
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1/2" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 3'-0" O.C.
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7/16" (32/16) APA RATED 0NE SIDE
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2" NOM. 2" NOM.
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255 PLF WALL LOAD
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OR 1 16 GAGE12 16 GAGE
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NAILS OR STAPLES
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4" O.C. EDGE 3" O.C. EDGE
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8d COMMON
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OR 1 16 GAGE12 16 GAGE
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6" O.C. EDGE 4" O.C. EDGE
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3" O.C. EDGE 2" O.C. EDGE
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8d COMMON
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OR 1 16 GAGE12 16 GAGE
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NOTE: 1. ALL FIELD SCREWING, NAILING OR STAPLING TO BE 12" O.C. U.N.O. ALL FIELD SCREWING, NAILING OR STAPLING TO BE 12" O.C. U.N.O. 2. ANCHOR BOLTS VALUES PER 2012 N.D.S. TABLE 11E. ANCHOR BOLTS VALUES PER 2012 N.D.S. TABLE 11E. 3. FASTENER VALUES PER 2012 IBC, TABLE 2306.3(1). FASTENER VALUES PER 2012 IBC, TABLE 2306.3(1). 4. PROVIDE FASTENERS ABOVE AND BELOW WINDOWS AND DOORS WITH PROVIDE FASTENERS ABOVE AND BELOW WINDOWS AND DOORS WITH EQUIVALENT FASTENER PATTERN & BLOCKING OF ADJACENT SHEAR WALL.
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PLATE
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2" NOM. 2" NOM.
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2" NOM. 2" NOM.
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8" O.C. EDGE 8" O.C. EDGE
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6d COOLER
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OR No. 6 SCREWS
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OR 5/8" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 4'-0" O.C.
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1/2" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 4'-0" O.C.
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OR 5/8" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 6'-0" O.C.
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4" O.C. EDGE 4" O.C. EDGE
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6d COOLER
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OR No. 6 SCREWS
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OR 5/8" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 4'-0" O.C.
1. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318-14. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318-14. 2. ALL SLABS ON GRADE ARE TO PLACED ON WELL COMPACTED BACKFILL. ALL SLABS ON GRADE ARE TO PLACED ON WELL COMPACTED BACKFILL. 3. ARRANGEMENT AND BENDING OF REINFORCING STEEL WILL BE IN ACCORDANCE WITH ACI ARRANGEMENT AND BENDING OF REINFORCING STEEL WILL BE IN ACCORDANCE WITH ACI DETAILING MANUAL. LATEST EDITION. 4. REINFORCING STEEL WILL BE NEW DEFORMED BARS. REINFORCING STEEL WILL BE NEW DEFORMED BARS. 5. CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, WILL BE AS CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, WILL BE AS FOLLOWS: SURFACE CAST AGAINST EARTH 3" 3" FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER #6 OR LARGER 2" 2" #5 OR SMALLER 1-1/2" 1-1/2" FORMED SURFACES NOT IN CONTACT W/ EARTH OR EXPOSED TO WEATHER WALLS, SLABS, JOISTS 3/4" 3/4" 6. NON-CONTINUOUS ENDS OF TOP BARS IN GRADE BEAMS AND SLABS WILL TERMINATE IN NON-CONTINUOUS ENDS OF TOP BARS IN GRADE BEAMS AND SLABS WILL TERMINATE IN A STANDARD HOOK, UNLESS DETAILED OTHERWISE. 7. CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE. CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE. 8. CONTRACTOR TO PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR CONTRACTOR TO PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE. 9. VERTICAL HOOKED REINFORCING STEEL MAY BE "WET-SET" IN RESIDENTIAL FOOTINGS VERTICAL HOOKED REINFORCING STEEL MAY BE "WET-SET" IN RESIDENTIAL FOOTINGS WITH FOUNDATION WALLS THAT ARE 4'-0" OR LESS. 10. BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES WILL HAVE PLASTIC BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES WILL HAVE PLASTIC OR RUBBER TIPS OR BE STAINLESS STEEL. 11. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS. 12. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE WILL BE SUBMITTED FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS. 13. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS WILL BE MADE AT MIDSPAN OR POINTS OF MINIMUM SHEAR. 14. SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS WILL BE LIMITED TO: SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS WILL BE LIMITED TO: SLABS ON GRADE - 3600 SQ. FT. WITH MAXIMUM DIMENSIONS OF 60 FT. PLACE IN 3600 SQ. FT. WITH MAXIMUM DIMENSIONS OF 60 FT. PLACE IN LANE OR STRIP FASHION. LANE OR STRIP FASHION. 15. VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS AND COORDINATE VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS AND COORDINATE ANY ADDITIONAL REQUIRED OPENINGS WITH OTHER TRADES AND THE ARCHITECT / ENGINEER. 16. ALL CONCRETE EXPOSED TO FREEZING AND THAWING WILL CONTAIN 5-7% ENTRAINED ALL CONCRETE EXPOSED TO FREEZING AND THAWING WILL CONTAIN 5-7% ENTRAINED AIR. 17. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE. 18. REINFORCEMENT LAP LENGTHS AT DISCONTINUOUS BARS SHALL COMPLY WITH THE REINFORCEMENT LAP LENGTHS AT DISCONTINUOUS BARS SHALL COMPLY WITH THE REINFORCEMENT LAP LENGTHS AT DISCONTINUOUS BARS SHALL COMPLY WITH THE FOLLOWING TABLE: * TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. **INCREASE LAP LENGTHS SHOWN ABOVE BY 25% WHERE BARS ARE SPACED CLOSER THAN 2" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN " FROM FACE OF MEMBER58" FROM FACE OF MEMBER
1. ALL FOOTINGS TO BEAR ON SOILS PER GEOTECHNICAL REPORT. ALL FOOTINGS TO BEAR ON SOILS PER GEOTECHNICAL REPORT. 2. ALL EXPOSED CONCRETE TO BE SACK FINISHED. ALL EXPOSED CONCRETE TO BE SACK FINISHED. 3. ALL BEARING SOIL TO BE APPROVED BY GEOTECHNICAL ENGINEER. ALL BEARING SOIL TO BE APPROVED BY GEOTECHNICAL ENGINEER. 4. WHERE EXPANSIVE CLAY, ORGANIC MATTER, EXCESSIVE GROUND WATER IS APPARENT WHERE EXPANSIVE CLAY, ORGANIC MATTER, EXCESSIVE GROUND WATER IS APPARENT AFTER EXCAVATION NOTIFY ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. 5. COORDINATE BLOCKOUTS FOR UTILITY PIPING UNDER FTG. & IN WALL. COORDINATE BLOCKOUTS FOR UTILITY PIPING UNDER FTG. & IN WALL. 6. BLOCKOUT AS REQUIRED FOR UTILITIES, WATER, ELECTRICAL, SEWER, ETC. BLOCKOUT AS REQUIRED FOR UTILITIES, WATER, ELECTRICAL, SEWER, ETC. 7. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 8. ALL FOUNDATION WORK TO COMPLY WITH GEOTECHNICAL REPORT. ALL FOUNDATION WORK TO COMPLY WITH GEOTECHNICAL REPORT. 9. IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT/ENGINEER WILL BE NOTIFIED AT ONCE FOR RESOLUTION. 10. ALL FOUNDATIONS WILL BE CENTERED ON WALLS OR COLUMNS UNLESS INDICATED ALL FOUNDATIONS WILL BE CENTERED ON WALLS OR COLUMNS UNLESS INDICATED OTHERWISE 11. WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON TWO SIDES OF A GRADE BEAM OR WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON TWO SIDES OF A GRADE BEAM OR WALL, THEY WILL BE PLACED IN LAYERS ALTERNATELY ON OPPOSITE SIDES TO MAINTAIN LEVELS THAT WILL AVOID DISPLACEMENT OF, OR DAMAGE TO, THE WALLS OR BEAMS. 12. WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON ONE SIDE OF A GRADE BEAM OR WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON ONE SIDE OF A GRADE BEAM OR WALL, THE BEAM OR WALL WILL BE ADEQUATELY SHORED AND BRACED OR THE MATERIALS WILL NOT BE PLACED UNTIL THE SUPPORTING FLOOR SLAB HAS BEEN POURED AND SET. 13. CONTINUOUS FOOTINGS WILL BE STEPPED AT SLOPE OF ONE VERTICAL TO TWO CONTINUOUS FOOTINGS WILL BE STEPPED AT SLOPE OF ONE VERTICAL TO TWO HORIZONTAL. 14. SLOPE BETWEEN ADJACENT FOOTING OR EXCAVATIONS WILL NOT EXCEED ONE VERTICAL SLOPE BETWEEN ADJACENT FOOTING OR EXCAVATIONS WILL NOT EXCEED ONE VERTICAL TO TWO HORIZONTAL. STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE.
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FOUNDATION
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1. CONCRETE SLABS 4000 PSI @ 28 DAYS CONCRETE SLABS 4000 PSI @ 28 DAYS 4000 PSI @ 28 DAYS ELSEWHERE 3500 PSI @ 28 DAYS 3500 PSI @ 28 DAYS 2. REINFORCING STEEL #4-#10 BARS - ASTM A615 - GRADE 60 REINFORCING STEEL #4-#10 BARS - ASTM A615 - GRADE 60 #4-#10 BARS - ASTM A615 - GRADE 60 #3 BARS - ASTM A615 - GRADE 40 MESH - ASTM A185 3. WELDED BARS AND ANCHORS ASTM A706 (GRADE 60) WELDED BARS AND ANCHORS ASTM A706 (GRADE 60) ASTM A706 (GRADE 60) 4. WELDED WIRE AND FABRIC ASTM A185 WELDED WIRE AND FABRIC ASTM A185 ASTM A185 5. TUBES ASTM A500, FY = 46 KSI TUBES ASTM A500, FY = 46 KSI ASTM A500, FY = 46 KSI 6. STEEL SHAPES & PLATES ASTM A36, FY = 36 KSI STEEL SHAPES & PLATES ASTM A36, FY = 36 KSI ASTM A36, FY = 36 KSI 7. WELDED CONNECTIONS E70XX ELECTRODES WELDED CONNECTIONS E70XX ELECTRODES E70XX ELECTRODES 8. BOLTS ASTM A325N BOLTS ASTM A325N ASTM A325N 9. ANCHOR BOLTS ASTM A307 OR ASTM A36 ANCHOR BOLTS ASTM A307 OR ASTM A36 ASTM A307 OR ASTM A36 10. EXPANSION BOLTS KWIK-BOLTS, THUNDERSTUDS, WEJ-IT BOLTS, EXPANSION BOLTS KWIK-BOLTS, THUNDERSTUDS, WEJ-IT BOLTS, KWIK-BOLTS, THUNDERSTUDS, WEJ-IT BOLTS, (NO THREADS IN RED-HEAD ANCHORS OR NATIONAL FASTENERS. RED-HEAD ANCHORS OR NATIONAL FASTENERS. NATIONAL FASTENERS. SHEAR PLANE TYP.) PROVIDE ICB0 REPORT FOR EXPANSION PROVIDE ICB0 REPORT FOR EXPANSION ANCHORS USED. USED. 11. DIMENSIONAL FRAMING LUMBER DOUGLAS FIR #2 OR BETTER DIMENSIONAL FRAMING LUMBER DOUGLAS FIR #2 OR BETTER DOUGLAS FIR #2 OR BETTER M.C. NOT TO EXCEED 19% Fb = 900 PSI Fc = 625 PSI Fb = 900 PSI Fc = 625 PSI Fc = 625 PSI = 625 PSI Fv = 180 PSI Fc = 1350 PSI Fc = 1350 PSI = 1350 PSI E = 1600000 PSI 12. POSTS (2012 N.D.S.) DOUGLAS FIR #1 OR BETTER POSTS (2012 N.D.S.) DOUGLAS FIR #1 OR BETTER DOUGLAS FIR #1 OR BETTER (POSTS AND TIMBERS) Fb = 1200 PSI Fb = 1200 PSI M.C. NOT TO EXCEED 19% Fc = 1000 PSI Fc = 1000 PSI = 1000 PSI 14. L.V.L. MEMBERS Fb = 2600 PSI Fc = 750 PSI L.V.L. MEMBERS Fb = 2600 PSI Fc = 750 PSI Fb = 2600 PSI Fc = 750 PSI Fc = 750 PSI = 750 PSI TRUS-JOIST MACMILLAN Fv = 285 PSI Fc = 2510 PSI Fv = 285 PSI Fc = 2510 PSI Fc = 2510 PSI = 2510 PSI OR APPROVED EQUIV. E = 1900000 PSI E = 1900000 PSI 15. GLUED LAMINATED BEAMS DOUGLAS FIR (2012 N.D.S.) GLUED LAMINATED BEAMS DOUGLAS FIR (2012 N.D.S.) DOUGLAS FIR (2012 N.D.S.) Fb = 2400 PSI Fc = 650 PSI Fc = 650 PSI = 650 PSI Fv = 240 PSI Fc = 1650 PSI 240 PSI Fc = 1650 PSI Fc = 1650 PSI = 1650 PSI E = 1800000 PSI 16. JOISTS TRUS-JOIST MACMILLAN OR APPROVED EQ. JOISTS TRUS-JOIST MACMILLAN OR APPROVED EQ. TRUS-JOIST MACMILLAN OR APPROVED EQ. (PROVIDE BLOCKING & WEB STIFFENERS AS REQUIRED BY MANUFACTURER.)
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MATERIALS
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1. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AT ONCE FOR RESOLUTION. 2. STRUCTURAL MEMBERS INCLUDING SLABS, BEAMS, COLUMNS AND WALLS ARE DESIGNED FOR STRUCTURAL MEMBERS INCLUDING SLABS, BEAMS, COLUMNS AND WALLS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT. 3. DO NOT SCALE DRAWINGS, IF ADDITIONAL DIMENSIONS ARE REQUIRED CONTACT THIS OFFICEDO NOT SCALE DRAWINGS, IF ADDITIONAL DIMENSIONS ARE REQUIRED CONTACT THIS OFFICE
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SUPPLEMENTAL NOTES
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1. MULTIPLE PLY JOISTS AND BEAMS SHOULD BE ADEQUATELY CONNECTED TOGETHER TO ACT AS MULTIPLE PLY JOISTS AND BEAMS SHOULD BE ADEQUATELY CONNECTED TOGETHER TO ACT AS ONE JOIST OR BEAM. 2. TRUSSES TO BE DESIGNED AND APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSSES TO BE DESIGNED AND APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. 3. REFERENCE WOOD TRUSS COUNCIL OF AMERICA PUBLICATION #TTBPS-010315 FOR FRAMING REFERENCE WOOD TRUSS COUNCIL OF AMERICA PUBLICATION #TTBPS-010315 FOR FRAMING DETAILS TO MINIMIZE PARTITION SEPARATION FROM TRUSS ARCHING. 4. ALL HEADERS (2) 2X10 AND ALL POSTS (3) 2X6 TYPICAL (U.N.O.) ALL HEADERS (2) 2X10 AND ALL POSTS (3) 2X6 TYPICAL (U.N.O.) 5. HOLE & NOTCHING REQUIREMENTS: HOLE & NOTCHING REQUIREMENTS: a. STUDS: STUDS: HOLES -TO BE A MINIMUM " TO EDGE OF STUDS AND NOT EXCEED 60% 58" TO EDGE OF STUDS AND NOT EXCEED 60% OF STUD DEPTH. NOTCHES - SHALL NOT EXCEED 40% OF THE STUD DEPTH. SHALL NOT EXCEED 40% OF THE STUD DEPTH. b. DOUBLE TOP PLATE: DOUBLE TOP PLATE: FOR NOTCHES OR HOLES EXCEEDING 50% OF PLATE WIDTH ADD A 16 GA.x1.5 IN WIDE STRAP WITH A MINIMUM 8-16D NAILS EACH SIDE. c. JOISTS AND TRUSSES: JOISTS AND TRUSSES: ALL HOLES AND NOTCH SHOULD FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. 6. SHEATHING REQUIREMENTS: SHEATHING REQUIREMENTS: a. FLOOR SHEATHING - " ( ) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. FLOOR SHEATHING - " ( ) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. 34" ( ) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. 4824) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. AT PANEL EDGES, 10d COMMON @ 10" O.C. AT INTERMEDIATE FRAMING. ATTACH PANEL TO FRAMEWORK WITH CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE OR FRAMEWORK WITH CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE OR AS REQ'D BY FINISH FLOOR MATERIAL. b. ROOF SHEATHING - " ( ) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL ROOF SHEATHING - " ( ) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL 58" ( ) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL 4020) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL EDGES, 8d COMMON @ 12" O.C. AT INTERMEDIATE FRAMING. c. EXTERIOR WALL SHEATHING - 7/16" ( ) APA RATED SHEATHING 8d COMMON @ 6" EXTERIOR WALL SHEATHING - 7/16" ( ) APA RATED SHEATHING 8d COMMON @ 6" 3216) APA RATED SHEATHING 8d COMMON @ 6" O.C. AT PANEL EDGES, 8d COMMONS @ 12" O.C. AT INTERMEDIATE FRAMING, BLOCK ALL SHEATHING EDGES W/ 2" WIDE NOMINAL BLOCKING. (TYP. U.N.O. ON SHEAR WALL SCHEDULE). d. INTERIOR WALL SHEATHING - " GYPSUM WALL SHEATHING #6 X 1 " SCREWS @ 8" INTERIOR WALL SHEATHING - " GYPSUM WALL SHEATHING #6 X 1 " SCREWS @ 8" 12" GYPSUM WALL SHEATHING #6 X 1 " SCREWS @ 8" 14" SCREWS @ 8" O.C. AT PANEL EDGES AND 12" O.C. @ INTERMEDIATE FRAMING (TYPICAL U.N.O.). 7. WALL FRAMING REQUIREMENTS: STUD HEIGHT FRAMING LUMBER FRAMING LUMBER <10' 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. #2 OR BETTER @ 16" O.C. >10'<14' 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. >14'<15' 2x6 DOUGLAS FIR (DF) #1 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #1 OR BETTER @ 16" O.C. -OR- 1 "x5 " LSL @ 16" O.C. 12"x5 " LSL @ 16" O.C. 12" LSL @ 16" O.C. 16' (MAX.) 1 "x5 " LVL @ 16" O.C. 1 "x5 " LVL @ 16" O.C. 34"x5 " LVL @ 16" O.C. 12" LVL @ 16" O.C.
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WOOD FRAMING
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%%USTANDARD ABBREVIATIONS
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DETAIL NUMBER
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SHEET NUMBER
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- DETAIL CALLOUT
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A
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#
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- WELD SYMBOL
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- GRID REFERENCE
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14"
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NOTE
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3"
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14"
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- ELEVATION CALLOUT
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ARCH. - ARCHITECTURAL - ARCHITECTURAL - CENTERLINE - CENTERLINE CONT. - CONTINUOUS - CONTINUOUS D.F. - DOUGLAS FIR - DOUGLAS FIR G-L - GLU-LAM - GLU-LAM LVL - LAMINATED VENEER LUMBER - LAMINATED VENEER LUMBER MAX. - MAXIMUM - MAXIMUM MIN. - MINIMUM - MINIMUM O.C. - ON CENTER - ON CENTER - PLATE - PLATE P.T. - PRESSURE TREATED - PRESSURE TREATED R.S. - ROUGH SAWN - ROUGH SAWN SIM. - SIMILAR - SIMILAR T.O.S - TOP OF SLAB - TOP OF SLAB T.O.W. - TOP OF WALL - TOP OF WALL TYP. - TYPICAL - TYPICAL U.N.O. - UNLESS NOTED OTHERWISE - UNLESS NOTED OTHERWISE V.I.B. - VERIFY IN FIELD - VERIFY IN FIELD
S1.0 - FOUNDATION PLAN - FOUNDATION PLAN S2.0 - MAIN, 2ND, 3RD FLOOR AND ROOF FRAMING PLANS - MAIN, 2ND, 3RD FLOOR AND ROOF FRAMING PLANS S3.0 - STRUCTURAL NOTES & DETAILS - STRUCTURAL NOTES & DETAILS S3.1 - STRUCTURAL DETAILS - STRUCTURAL DETAILS S3.2 - STRUCTURAL DETAILS - STRUCTURAL DETAILS S3.3 - STRUCTURAL DETAILS- STRUCTURAL DETAILS
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STRUCTURAL DRAWING LIST
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1.SURFACE WATER REQUIRED TO DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE PATTERN. SURFACE WATER REQUIRED TO DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE PATTERN. THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES)
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CIVIL NOTES
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USP CONNECTORS THAT MEET OR EXCEED THE CAPACITY OF THE SIMPSON STRONG -TIE CONNECTORS SPECIFIED ON PLAN ARE AN ACCEPTABLE ALTERNATIVE. CONTACT MANUFACTURER OR RETAILER FOR EQUIVALENT SIZES.
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USP CONNECTORS
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STRUCTURAL NOTES & CODES APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS OR SPECIFICATIONS.
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1. SOLE PLATE TO JOIST OR BLOCKING 16d (3 "x0.135") @ 16" O.C. SOLE PLATE TO JOIST OR BLOCKING 16d (3 "x0.135") @ 16" O.C. 16d (3 "x0.135") @ 16" O.C. 12"x0.135") @ 16" O.C. 3"x0.131" NAILS @ 8" O.C. TYPICAL FACE TYPICAL FACE 3" 14 GAGE STAPLES @ 12" O.C.NAIL NAIL SOLE PLATE TO JOIST OR BLOCKING (3) 16d (3 "x0.135") @ 16" O.C. BRACED WALL (3) 16d (3 "x0.135") @ 16" O.C. BRACED WALL 12"x0.135") @ 16" O.C. BRACED WALL BRACED WALL @ BRACE WALL PANEL (4) 3"x0.131" NAILS @ 16" O.C. PANELS (4) 3"x0.131" NAILS @ 16" O.C. PANELS PANELS (4) 3" 14 GAGE STAPLES @ 16" O.C. 2. TOP PLATE TO STUD (2) 16d COMMON (3 "x0.162") TOP PLATE TO STUD (2) 16d COMMON (3 "x0.162") (2) 16d COMMON (3 "x0.162") 12"x0.162") (3) 3"x0.131" NAILS END NAIL END NAIL (3) 3" 14 GAGE STAPLES 3. STUD TO SOLE PLATE (4) 8d COMMON (2 "x0.131") STUD TO SOLE PLATE (4) 8d COMMON (2 "x0.131") (4) 8d COMMON (2 "x0.131") 12"x0.131") (4) 3"x0.131" NAILS TOE NAIL TOE NAIL (3) 3" 14 GAGE STAPLES (2) 16d COMMON (3 "x0.162") 12"x0.162") (3) 3"x0.131" NAILS END NAIL END NAIL (3) 3" 14 GAGE STAPLES 4. DOUBLE STUDS 16d (3 "x0.135") @ 24" O.C. DOUBLE STUDS 16d (3 "x0.135") @ 24" O.C. 16d (3 "x0.135") @ 24" O.C. 12"x0.135") @ 24" O.C. 3"x0.131" NAILS @ 8" O.C. FACE NAIL FACE NAIL 3" 14 GAGE STAPLES @ 8" O.C. 5. DOUBLE TOP PLATES 16d (3 "x0.135") @ 16" O.C. DOUBLE TOP PLATES 16d (3 "x0.135") @ 16" O.C. 16d (3 "x0.135") @ 16" O.C. 12"x0.135") @ 16" O.C. 3"x0.131" NAILS @ 12" O.C. TYPICAL FACE NAIL TYPICAL FACE NAIL 3" 14 GAGE STAPLES @ 12" O.C. DOUBLE TOP PLATES (8) 16d COMMON (3 "x0.162") (8) 16d COMMON (3 "x0.162") 12"x0.162") (12) 3"x0.131" NAILS LAP SPLICE LAP SPLICE (12) 3" 14 GAGE STAPLES 6. BLOCKING BETWEEN JOISTS (3) 8d COMMON (2 "x0.131") BLOCKING BETWEEN JOISTS (3) 8d COMMON (2 "x0.131") (3) 8d COMMON (2 "x0.131") 12"x0.131") ) OR RAFTERS TO TOP PLATE (3) 3"x0.131" NAILS TOENAIL (3) 3"x0.131" NAILS TOENAIL TOENAIL (3) 3" 14 GAGE STAPLES 7. RIM JOIST TO TOP PLATE 8d (2 "x0.131") @ 6" O.C. RIM JOIST TO TOP PLATE 8d (2 "x0.131") @ 6" O.C. 8d (2 "x0.131") @ 6" O.C. 12"x0.131") @ 6" O.C. 3"x0.131" NAILS @ 6" O.C. TOENAIL TOENAIL 3" 14 GAGE STAPLES @ 6" O.C. 8. TOP PLATES, LAPS AND (2) 16d COMMON (3 "x0.162") TOP PLATES, LAPS AND (2) 16d COMMON (3 "x0.162") (2) 16d COMMON (3 "x0.162") 12"x0.162") INTERSECTIONS (3) 3"x0.131" NAILS FACE NAIL (3) 3"x0.131" NAILS FACE NAIL FACE NAIL (3) 3" 14 GAGE STAPLES 9. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 "x0.162") 16"O.C. ALONG EDGE CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 "x0.162") 16"O.C. ALONG EDGE 16d COMMON (3 "x0.162") 16"O.C. ALONG EDGE 12"x0.162") 16"O.C. ALONG EDGE 16"O.C. ALONG EDGE 10. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 "x0.131") TOENAIL CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 "x0.131") TOENAIL (4) 8d COMMON (2 "x0.131") TOENAIL 12"x0.131") TOENAIL TOENAIL 11. BUILT-UP CORNER STUDS 16d COMMON (3 "x0.162") 24" O.C. BUILT-UP CORNER STUDS 16d COMMON (3 "x0.162") 24" O.C. 16d COMMON (3 "x0.162") 24" O.C. 12"x0.162") 24" O.C. 24" O.C. 3"x0.131" NAILS 16" O.C. 16" O.C. 3" 14 GAGE STAPLES 16" O.C. 16" O.C. 12. BUILT-UP GIRDER TO BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL @ TOP BUILT-UP GIRDER TO BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL @ TOP 20d COMMON (4"x0.192") 32" O.C. FACE NAIL @ TOP FACE NAIL @ TOP 3"x0.131" NAILS @ 24" O.C. & BOTTOM STAGGERED & BOTTOM STAGGERED 3" 14 GAGE STAPLES @ 24' O.C. ON OPPOSITE SIDES ON OPPOSITE SIDES (2) 20d COMMON (4"x0.192") (3) 3"x0.131" NAILS FACE NAIL @ ENDS FACE NAIL @ ENDS (3) 3" 14 GAGE STAPLES & @ EA. SPLICE & @ EA. SPLICE 13. JOIST TO BAND JOIST (3) 16d COMMON (3 "x0.131") JOIST TO BAND JOIST (3) 16d COMMON (3 "x0.131") (3) 16d COMMON (3 "x0.131") 12"x0.131") (4) 3"x0.131" NAIL FACE NAIL FACE NAIL (4) 3" 14 GAGE STAPLES 14. LEDGER STRIP (3) 16d COMMON (3 "x0.162") FACE NAIL @ LEDGER STRIP (3) 16d COMMON (3 "x0.162") FACE NAIL @ (3) 16d COMMON (3 "x0.162") FACE NAIL @ 12"x0.162") FACE NAIL @ FACE NAIL @ (4) 3"x0.131" NAILS EA. JOIST EA. JOIST (4) 3" 14 GAGE STAPLES
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IBC 2012 FASTENING SCHEDULE TABLE 2304.9.1 (U.N.O.. ON PLANS, ALL NAILS COMMON U.N.O.) NOTE: GALVANIZED NAILS, SCREWS AND STAPLES REQUIRED FOR ANY PENITRATION INTO P.T. LUMBER. CONNECTION FASTENING LOCATION FASTENING LOCATIONFASTENING LOCATIONLOCATION
1. METAL ROOF DECKING SHALL BE 1 " DEEP, WIDE RIB TYPE, G60 GALVANIZED, METAL ROOF DECKING SHALL BE 1 " DEEP, WIDE RIB TYPE, G60 GALVANIZED, 12" DEEP, WIDE RIB TYPE, G60 GALVANIZED, CONTINUOUS OVER A MINIMUM OF THREE SPANS, WITH: 2. FOR WELDED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH " PUDDLE WELDS WITH FOR WELDED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH " PUDDLE WELDS WITH 58" PUDDLE WELDS WITH 364 PATTERN. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" MAX. O.C. WITH 5 SCREWS PER SPAN MINIMUM. 3. FOR FASTENED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH #12 TEK SCREWS FOR FASTENED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH #12 TEK SCREWS WITH PATTERN. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" 364 PATTERN. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" MAX. O.C. WITH 5 SCREWS PER SPAN MINIMUM. 4. 4" CONCRETE SLAB REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC. 4" CONCRETE SLAB REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC. 5. HANDLE AND INSTALL PER ALL VULCRAFT SPECIFICATIONS. HANDLE AND INSTALL PER ALL VULCRAFT SPECIFICATIONS.
NOTE: 1. PROVIDE MIN. 8'-0" OF " APA RATED SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING PROVIDE MIN. 8'-0" OF " APA RATED SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING 12" APA RATED SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING 12" GYPSUM WALL SHEATHING FOR EVERY 25'-0" OF BEARING WALL (CRAWL SPACE AND BASEMENT WALLS INCLUDED). 2. ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.
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TYPICAL CONTROL JOINT DETAIL
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NOTE: 1. CUT OR SCORE JOINTS IN AREAS NOT TO EXCEED 200 s.f. CUT OR SCORE JOINTS IN AREAS NOT TO EXCEED 200 s.f. 2. SEE ARCHITECTURAL DRAWINGS FOR SLAB SLOPE & VAPOR BARRIER REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR SLAB SLOPE & VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER REQUIREMENTS. 3. 4" REINFORCED CONCRETE W/ 6X6-W1.4XW1.4 WWF CENTERED IN SLAB.4" REINFORCED CONCRETE W/ 6X6-W1.4XW1.4 WWF CENTERED IN SLAB.
NOTE: 1. MIN. ONE HORIZ. REBAR WITHIN THE TOP 12" OF STEM WALL & ONE HORZ. REBAR LOCATED 3"-4" FROM TOP OF FTG. 2. ALL STEEL CONNECTIONS TO ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.
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1. LATEST A.I.S.C. MANUAL AND SPECIFICATIONS APPLY. LATEST A.I.S.C. MANUAL AND SPECIFICATIONS APPLY. 2. WELDING ELECTRODES WILL BE E70XX. WELDS TO BE 1/4" U.N.O. WELDING ELECTRODES WILL BE E70XX. WELDS TO BE 1/4" U.N.O. 3. ALL WELDING AND TESTING OF WELDS WILL BE IN ACCORDANCE WITH AMERICAN WELDING ALL WELDING AND TESTING OF WELDS WILL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. 4. SHOP DRAWINGS TO BE PROVIDED TO ENGINEER AND ARCHITECT FOR APPROVAL PRIOR SHOP DRAWINGS TO BE PROVIDED TO ENGINEER AND ARCHITECT FOR APPROVAL PRIOR TO ANY CONSTRUCTION. 5. ALL WELDING WILL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE ALL WELDING WILL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE OF WELD CALLED FOR. 6. ALL FULL PENETRATION WELDS WILL BE ULTRASONICALLY TESTED BY AN INDEPENDENT ALL FULL PENETRATION WELDS WILL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING LABORATORY PER CHAPTER 17 OF 2012 IBC. 7. UNLESS DETAILED OTHERWISE, ALL BEAM CONNECTIONS WILL BE DOUBLE ANGLE UNLESS DETAILED OTHERWISE, ALL BEAM CONNECTIONS WILL BE DOUBLE ANGLE CONNECTIONS WITH A325N BOLTS IN ACCORDANCE WITH "PRE-DESIGNED BOLTED FRAMING ANGLE CONNECTIONS" BY A.I.S.C. WELDS AND ANGLES DESIGNED TO DEVELOP THE LISTED CAPACITY MAY BE USED INSTEAD OF BOLTS. 8. CONTRACTOR WILL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL CONTRACTOR WILL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL FRAMING IS PLUMBED AND SECURED. 9. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL WILL NOT BE FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL WILL NOT BE MADE WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ENGINEER. 10. ALL BEAM COPES MUST BE MADE TO A RADIUS (1" MINIMUM). ALL BEAM COPES MUST BE MADE TO A RADIUS (1" MINIMUM). 11. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE I.C.C. REPORT RECOMMENDATIONS. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE I.C.C. REPORT RECOMMENDATIONS. 12. ALL STRUCTURAL STEEL TO BE PROVIDED BY AN A.I.S.C. APPROVED FABRICATOR.ALL STRUCTURAL STEEL TO BE PROVIDED BY AN A.I.S.C. APPROVED FABRICATOR.
NOTES: 1. TOP PLATE TO LOWER PLATE - (12) 16d NAILS (2 ROWS OF 6). TOP PLATE TO LOWER PLATE - (12) 16d NAILS (2 ROWS OF 6). 2. LOWER PLATE TO TOP OF STUDS - (2) 16d NAILS AT EACH STUD. LOWER PLATE TO TOP OF STUDS - (2) 16d NAILS AT EACH STUD. 3. 8'-0" MINIMUM TO NEXT LAP.8'-0" MINIMUM TO NEXT LAP.
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TYPICAL HEADER DETAIL - 9'-0" MAX. WALL HEIGHT
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MINIMUM SPLICE
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STUDS @ 16" O.C. U.N.O.
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TYPICAL FOUNDATION WALL CORNER
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TYPICAL SHEAR WALL ELEVATION
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2x
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2x
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2x
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2x
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3x
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HORZ. BLOCKING, VERT. SEAMS & EDGES
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SHEARWALL SEAM SCHEDULE
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WALL
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STUD
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C
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D
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HDU HOLDOWN W/ SIMPSON SB ANCHOR
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NOTES: 1. INSTALL HOLDOWN PER SIMPSON SPECIFICATIONS. INSTALL HOLDOWN PER SIMPSON SPECIFICATIONS. 2. PROVIDE SIMPSON STRAPS IN AREAS W/ UPPER FLOOR LOCATE ABOVE HOLDOWN PER SCHEDULE. PROVIDE SIMPSON STRAPS IN AREAS W/ UPPER FLOOR LOCATE ABOVE HOLDOWN PER SCHEDULE. 3. OPTIONAL ANCHOR BOLT - A307 THREADED ROD SET MIN 10" W/ 2012 IBC APPROVED EPOXY.OPTIONAL ANCHOR BOLT - A307 THREADED ROD SET MIN 10" W/ 2012 IBC APPROVED EPOXY.
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TREAD END CONNECTION TO STRINGER
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TYP. POST TO BASE ON FOUNDATION WALL
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6x6 POST
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58" x10" EXP. ANCHOR
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P.T. 2x6 SILL PLATE
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CONCRETE WALL PER PLAN
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DOUBLE TOP PLATE
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PLYWOOD PANEL SEAMS SEE SEAM SCHEDULE
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EDGE STUDS SEE HOLDOWN SCHEDULE
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2x6 @ 16" O.C. U.N.O.
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ANCHOR DETAIL @ EA. END OF SHEAR PER PLAN
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BOTTOM PLATE & ANCHOR BOLTS, SEE SHEAR WALL SCHEDULE
NOTES: 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE ". MINIMUM EDGE DISTANCE FOR NAILS SHALL BE ". 38". 2. MINIMUM SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". MINIMUM SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". 3. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. 4. SHEATHING CAN BE ORIENTED IN VERTICAL OR HORIZONTAL ORIENTATION. SHEATHING CAN BE ORIENTED IN VERTICAL OR HORIZONTAL ORIENTATION. 5. AT VERTICAL SHEATHING ORIENTATION, STUD SPACING SHALL NOT EXCEED 16" O.C.AT VERTICAL SHEATHING ORIENTATION, STUD SPACING SHALL NOT EXCEED 16" O.C.
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EDGE NAILING ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETER
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2x BLOCKING PER PLAN
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FIELD NAILING @ INTERMEDIATE SUPPORTS
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16
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S3.1
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3/4" = 1'-0"
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FOOTING STEP
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PROVIDE CLOSURE ANGLE
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VULCRAFT 1.5VL18 METAL DECK W/ 4" CONC. SLAB
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FOOTING PER PLAN
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SEE SOILS REPORT
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CONCRETE WALL PER PLAN
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NOTE: 1. VERIFY THE NECESSITY OF FOOTING STEPS WITH VERIFY THE NECESSITY OF FOOTING STEPS WITH POTENTIAL HIGH GROUND WATER FOR EACH UNIT.
NOTE: 1. SHEATHING TO BE CONTINUOUS FROM SHEATHING TO BE CONTINUOUS FROM DOUBLE TOP PLATE TO TOP OF PARAPET.
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POST IF REQUIRED
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A
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DECK LEDGER W/ PERPENDICULAR JOISTS
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A
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A
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10d COMMON @ 3" O.C.
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1 " LSL RIM JOIST14" LSL RIM JOIST
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P.T. 2x DECK LEDGER W/ (2) GALV. 12" x4" LAG BOLTS BETWEEN EACHJOIST (SEE SECTION A-A)
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PROVIDE BLOCKING @ LATERAL STRAPS
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FLOOR JOIST PER PLAN
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SIMPSON CS16x36" STRAP @ EACH END OF DECK & 10' O.C. (MIN.)
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2x FRAME PLAN
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SECTION A-A
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NOTE: 1. USE SIMPSON CONCEAL FLANGE HANGER USE SIMPSON CONCEAL FLANGE HANGER (LUC) AT LATERAL STRAP. 2. ALL STEEL CONNECTIONS TO P.T. LUMBER ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.