HomeMy WebLinkAboutAt2. FIREPLACE CHI"A4EY8 SHALL EXTEND AT LEAST TWO FEET
HIC*ER THAN ANY PORTION OF THE BUILDING WITHIN TEN
FEET, BUT SHALL NOT BE LES6 THAN THREE FEET ABOVE THE
POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF -
13. FIREPLACES SHALL BE INSTALLED AC.C.ORDING TLIE
MANUFACTURER'S SPECIFICATIONS.
14. NATURAL LIGHT AND VENTILAT €ON'RNIMUM
REQUIREMENTS,
A. LIGHT AREA PER HABITABLE ROOM: 8% OF FLOOR AREA
B. VENTILATION AREA PER ROOM: M: 4% OF FLOOR AREA
8. ALUMINUM CaUTTERB AND DOWNSPOUTS SHALL BE
PROVIDED AS REQUIRED TO PROVIDE WATER FLOW AWAY FROt"1
IMMEDIATE BUILDING PERO -STER
16. PROVIDE ATTIC AGCE68 OF 22' X 30" (MINIMUM) TO
ANY ATTIC SPACE WiTH A 34W MINiMLJM CLEAR HEIGHT.
li. ALL WALL AND CEILNG FINISHES SHALL HAVE A
FLAME SPR£A'LD CLA*SiMCATION OF NO GREATER THAN 2"
AND MAXIMWM SMOKE DENSITY OF 430.
1
FOOTING AND
I +
`FOUNDATION NOTES
i. LOT SHALL BE PROVIDED WITH ADEQUATE POSITIVE
DReARNAGE AWAY FRO." FOUNDATION WALLS.
Q
N 2, CONCRETE WORK SHALL HAVE THE I'OL.LOWIN53 SPECIFIED
° SB.rE STRENGTH AT 28 DAYS PS!
A BASEMENT 4"1 -LS AND FOUNDATION NOT EXPOSED
Z TO %4E WEATHER --
i3. SA.SE"*RENT SLABS AND INTERIOR SLABS ON
::FADE EXCEPT GARA.> sE FLOOR SLABS Ili.'
C. BASEMENT WALLS, FOUNDATION WALLS. EXTERIOR
H
WALLS AND OTHER VERTICAL CONCRETE WOW
EXPOSED TO THE WEAT•4ER
D. PORCHES, CARPORT SLABS AND STEPS EXPOSED
1
TO THE BATHER AN'D GARACzE FLOOR SLABS -- _PAL_'
i
• CONE SUI JECT TO FREEZING AND THAWING DLIEW-s
CON6'R4GTION SHALL BE A!RR- ENTRAINED. ITEMS G AND
D A80VE ARE REQUIRED TO BE AIR- ENTRAINED. TOTAL AIR
CONTENT 564ALL BE NOT LES5 THAN 5% OR MORE TWAN
Tx
3. FLOOR SLABS SHALL BE NOMINAL 4 I�S THICK CONCRETE
WIN CONTROL JOINTS &PACED AT nNTERvALS NOT MOIL
TH_ N 30' -O' N EACH DIRECTION. GORNTiROL. JOINTS MAY
BE OMITTED W64EN 6 X 6 910 UkW. i. 4Eft FORSWI iS
PROVIDED. PROVIDE b MIL. (OR APPROVED) VAPOR
BARRIER WITH 6 IRNC'.►-I LAPPED JOINTS. vAPOR BARRIER
MAY BE OMITTED FROM DETACHED GARA6;E5, DRIVEWIAYS,
WALKS, PATIOS AND OTHER FLAT WORK NOT LIKELY TO BE
ENCLOSED AND HEATED AT A FUTURE DATE OR BY THE
BUILDING OFFICIAL, BASED UPON LOCAL SITE CONDITION&
4. 'HE BOTTOM OF ALL FOOTINGS SHALL EXTEND TO FROST
LNE. FOUNDATION WALLS SHALL EXTEND 8' (MINirA M)
ABOVE FNISH GRADE ADJACENT TO FOUNDATIONS AT ALL
PONT&
5 PVRi1-RETER INSULATION ON CsRADE SLAB CONDITION S HALL
BE I -V1" X 24' RIGID AND TO BE INSTALLE7 BY THE
CCRNC22ETE SUDCONTRACTOR
6, PERIMETER FOUNDATION DRAINS bHAL.L BE INSTALLED AND
LOCATED AT THE GUILDER'S DISCRETION ACC.ORDW3 TO
LOCAL SITE AND CODE CONDITIONS, DRAIN DISGHARSE
SHALL COPFOi;V WiTH APPROVED SITE PLAN.
I CONGREM ANC44OR BOLTS SHALL BE 1/2' DIAMETER BOLTS OR
CODE APPROVED 16 GAUGE ZINC. COATED CLIPS (STRAPS)
E- MEDDED IN CONCRETE BLOCK OR POURED IN PLACE
COTE WALLS (1• MINIMS^ AT POLIRE.D CONCRETE WALLS,
P5' MINMIJM AT CMIJ- WALLS) SPACED AT 4' -011 OZ.
MAXIMUM AND C' MAXRTJM FROM CORNERS. ANCHOR STRAPS
MAY BE PROVIDED IN LIEU OF BOLTS ABOVE WITH 5PACW -s
AS RECOMMENDED BY MANUFACTURER AND ACCEPTED BY LOCAL
CODE FLOOR PLATES AND SILLS TO BE SHIMMED LEVEL.
USE METAL SHIMS ONLY BELOW ALL BEAMS.
8, 5u'-+P PUMP TO BE tNSTALLED AS REQUIRED AND LOCATED AT
8111_DER'S D15C RETICN.
9. TOP C•OUR5E3 OF CJM.U. FOUNDATION WALLS 5++ALL BE
FILLED SOLID MGLUDtNG THE COLPSES DIRECTLY BELOW
5TEEL BEAMS OR CORBELLED CIMJJ.
10. CONCRETE FORRM1111ORK TO BE ADEG21ATELY TIED AND
BRACED. FORMS ARE NOT TO BE STRIPPED, NOR BAC+CFiLL
PLACED AGAl'eT THE WALL UNTIL THE WALL HAS
S.FFICiENT STR04GTH OR HAS BEEN BRACED TO PREVENT
DAMAGE BY THE BACKFILL.
R CRAi,L SPACES Si TALL NAVE A MINIMUM CLEAR HEIGHT,
-0 18' AND AN ACCESS HOLE OF A MNN,"J -t O= 18" X 241.
12, EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRUCTION ENCLOSING BASEMENTS SHAD BE
DAI`1PPROOFED BY APPLYING NOT LESS THAI% 3/8 INCH OF
PORTLAND CE?" E a PARSW-s TO THE WALL FROM FOOTING THE
FINISH GRADE TIE PARGING SHALL BE CPv£RED WM4 A
COAT OF 491PRRO1/ED 151TUMNOU5 MATERIAL APPLIED AT 574E
RECOHNIDED RATE, EXTERIOR FOUNDATION WALLS OF
COP4CR�TE CONSTRICTION ENCLOSING BASEMENTS SHALL BE
DAMPPROOFED BY APPLE NG A MINIMUM OF ONE COAT OF
APPROVED BITUMINOtA MATERIAL TO THE WALL PROM THE
FOOTING TO THE FNI& 4 GRADE AT THE RECOMMENDED MMENDED RATE.
13. BUILDNG FOUNDATIONS ARE DESIGNED BASED ON AN
ASSUMED SOiL BEARINCs CAPACITY OF 2000 PSF.
ADDITIONAL ENGINEERING IS REQUIMM IF SOIL BEARNNCs
CAPACITY 18 LESS THAN 2000 P,SF.
STRUCTURAL NOTES
1
I. INTERIOR PARTITIONS SHALL BE 2 X 4 BTiiD CONSTRUCTION
WITH 1/2' GYPSUM BOARD, UNLESS OTHERWISE NOTED.
5E�A��RyN�G W'A.L6 SHALL HAVE STUD PLACEMENT 16' O.C.
MAMMIM. NON -LOAD BEARING INTERIOR PAR'T'IT€ONS SHALL
BE 24. O.C. MAXRIL". MOISTURE RESISTANT GYPSUM
BOARD SHALL BE PROVIDED AT ALL SNOWIER AND BATH AREAS
WITH BIMOOTIN, HARD AND PION - ABSORBENT FINISHES.
FINISH MATERIAL AND M018TJRE RESISTANT GYPSUM BOARD
WITHIN THE "MED IATE SHOWJEI2 AND BATH AREAS SHALL
EXTEND 6'-0' ABOVE FINISH FLOOR
2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH I12'
SHEATHING:, R'ETAL LET -IN BRAG -W_% SMALL BE INSTALLED
PER CORNSTRJCTTON DOCUIENTS AND SHALL BE LET NTO THE
TOP AN:' BOTTOM PLATES AND THE INTERVENING STUDS,
PAGED AT NOT "SORE THAN (P0' NOR LESS THAN 46' FROM
THE HORIZONTAL AND ATTACHED TO THE FRAMING IN
CONFORMANCE WIT-A THE MANUFACTURER'S SPECFCATIONS.
3 ALL BASEMENT INTERIOR BEARiNiG WALLS 5HALL BE
SHEATHED WITH A MN!T -it.d1 OF 1/2" GYPSUM BOARD ON ONE
54 DE.
4. THE MRNIMJ'M GRADE AND ALLOWABLE 6TRE88E5 FOR
STRJCTURAL. "1EMBER6 ARE:
A STUDS SFF STUD CsRADE OR BETTER
9. JOIST SYP w2, MICIS, Fv • €400 P81
CREPST€TIVE MEtlS R j5=-S)
C. LA_ LAMINATED BEAMS • Eb • 252.x2-"'81
D. TRUSSES (Rt70F AND FLOOR) • AS PER ENGINEERNG
REQUIR - 1914TS
5. DESIGN LIVE LOADS ARE:
5ALC40NIE6 (EXTERIOR; 6Z' LBBr
DECKS A0. -BS /5F
GARAGES (PASSEWjER C4R5 ONLY) W1r*/@F
ATTICS (NO STOKE iATH ROOF SLOPE
NOT STEEPER THAN 3 IN 12)
ATTICS 'LIMITED ATTIC STORAGE)
DWELLMG UNiTS (EXCEPT SLEEPING ROOMS) AC
SLEEPNIG ROOMS _40--LM DE
STAIRS 4�V Lgg /-
6. OPEtNW<A BETWEEN GARACsE AND RESIDENCE 5&4ALL BE
EQUIPPED WITH SOLID WOOD OR 20 MINUTE FiRE RATED
45ULATED HOLLOW METAL DOORS NOT LE58 THAN 1 -3!8"
- ,-'CPC ALTHOUGH PL 146 ,'",AY INDICATE 5ELF- CLGSiNel
DOOR THiS iS NO'T REQUIRED ESY + A E AND WILL MOT
BE PROVIDED.
1. THE GARAGE SHALL BE C:CMPLETELY SEPARATED FROM THE
RESIDENCE AND ATTIC AREAS BY (!,LAY1 =R 1/7' CsYF'StA ! BOARJ
APPLIEDTO GARAGE SIDE.
8. A,-- - RIJ56E5 ARE STAMPED AND CERTIFIED E7Y A
REGISTERED ENGINEER AND "1EET TPF ?'"AxIJFACTLRER
MfN "Ijll REOWREMENT51
3. ALL LJP'IBER IN CONTACT W;TH CONCRETE AND /OR LESS TWAN
8" FROM GRADE IS TO BE SSURE TREATED
tW'OLt"ANIZgDJ.
10. THE FOLLOWMG FLOOR 5Y5TEM5 ARE OFFERE' REFER
TO DRAi� AND/OR CUSTOMER SELECTION 6+4EET FOR
SUSFLOO.R 1- +ATER'AL.
A. 3/4' TONGUE AND GROVE f'LYUJOOD OR 058 (ORIENTED
STRAND BOARD), GLUED AND NAILED ON 7x4
ENGINEERING W 0OD FLOOR TRUSSES • 24'0_C.
!I. F'RO ✓fDE 2x6 STRON35ACK5 AS LOCATED ON FRAMING
PL AN5.
12. NO GUTTfNCi, NOTGHINCs OR !`ODiFiCATiON SHALL BE
MADE TO ANY TIRU55ES WITHOUT THE APPROVAL OF
ARCHi MC7 URAL SERVICES.
13. FIRE5T0PPtNG SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENiNG6 (BOTH VERT €CAL AND
HORIZONTAL' AND TO FORM AN EFFECTIVE FiRE BARRIER
BETWEEN STORIES, AND BETWEEN ATOP STORY AND THE ROOF
SPACE. FIRRESTOPPt146 SHALL BE PROVIDED IN THE
FO'LLOtWING LOCATIONS:
A. N CONCEALED SPACES OF STUD WALLS AND
PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING
AT FLOOR LEVEL
S. AT ALL NTEII?J- ECTION6 BETWEEN CONCEALED
VERTICAL ANT.' HORIZONTAL SPACES SUC44 4A OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.!
C. IN CONCEALED SPACES BETWEEN STAIR STRfNGERS AT
THE TOP AND BOTTOM OF THE RUNt
D. AT OPENING5 AROUND VENT, PIPES, DUCTS, CJ 1IMNEYS
AND FIREPLACES AT CEILING AND FLOOR LEVEL, WIT"
NONCOiMBUSTIBLE MATERIALS.
EXCEPT As PROVIDED iN ITEM D ABOVE, FIRESTOPPANG
SHALL CONSIST OF %0 INCH NOMINAL LUMBER, OR TWO
TH,KDKNiESSE5 OF ONE INCH NOMINAL LUMBER UATH BfF;tC)KEN
LAP JOINTS. THE INTEGRITY CF ALL FiRESTOPS SHALL BE
MANTAfNED.
IA. DRAFTSTOPPING SHALL BE PROVIDED iN ALL FLOOR -
CacILING ASSEMBLIES UNDER THE FOLLOWING
G1RCUMSTANCE15:
A. CEILING IS SUSPENDED UNDER THE FLOOR 9RAr- IfisGi
B. FLOOR FR4.MRNG IS CONSTRICTED OF TRUSS -TYPE OR
OPEN tlV5 PERFORATED MEMBERS.
IN FLOORCEILNG ASSEMBLIES WR-ERE THE AREA 15
GREATER THAN t00P: SQUARE FEET, THE SPACE BETWEEN T-+E
CEILING MEPENRANE5 AND FLOOR SHALL BE DIVIDED INTO
TWO OR MORE APPROXIMATELY EQUAL AREAS WITH NO AREA
SREATER THAN 1000 SQIARE FEET. DRAFT'STOPPING SHAL -L
BE PROVIDED PARALLEL. TO THE MAIN FRAMING MEMJ3ERS
DRAFTS1.0flPING MATERIALS SHALL BE NOT LESS THAN €,12
NCH GYPSUM BOARD 3/8 NC44 PL 'i-WOOD, 3/8 INCH TYPE 2 -
M -W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEQUATELY &1F'POR ED. THE INTEGRITY OF ALL
DRAFTSTOPS 51 4ALL BE MAINTAINED,
15. ALL MULTIPLE 2 X ;•IEADER5 AND MULTIPLE LVL BEAM&
TO BE FASTENED ToGETt -ER AT TOP AN.'") BOTTOM INTO EAC-4
ADJACENT LOTH ( MNIMUM) TWO ROWS OF i&D NAILS
• G NCH cc.
I6. ALL BEAMS W1TF+ FLITCH PLATES ARE TO BE BOLTED
TOGETHER WrTH I:'2 INCH DIAMETER BOLTS AT 12 WGH
O.C. STArsCiEwE - TOP AND BOTTOM WITH TWO BOIL TS AT EAC4
END UNLESS OTHERWISE NOTED
!1. NOTc'-VS IN BEARING WALL_ STUDS SHALL NOT EXCEED
75% OF THE STtD WIDTH AND NO HOLES ARE TO BE SORER
C*AEATER THAW 40% OF THE STUD
18. NO HOLES OR NOTC -ab ARE ALLOWED iN !TEAMS
WITHOUT THE APPROVAL OF ARCHiTEC rURA- SERVICES.
i9. Tr-PiCAL ROOF CONSTR:JGTiOiN 15 TO BE 1116 ?NCH
ROOF SHEATHINNG (AMERICAN PLYWOOD ASSOCIATED RATED)
WITH N5' FELT AND Ct7'MPO6iTiON ROOF SHINGLES.
20. BALLOON FRAMMNNG SPECIFfCAT!ORNS:
A.7xA iflAl1S
SIZE, 6PECiE5 4 SPACING
I MAXIMUM STUD HEIGHT
GENERAL NOTES
ti
(I)2 X 4 8>'F 02 0 12" O.G.
Ii' -I0 1/4' _
t2. FIREPLACE CHI"A4EY8 SHALL EXTEND AT LEAST TWO FEET
HIC*ER THAN ANY PORTION OF THE BUILDING WITHIN TEN
FEET, BUT SHALL NOT BE LES6 THAN THREE FEET ABOVE THE
POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF -
13. FIREPLACES SHALL BE INSTALLED AC.C.ORDING TLIE
MANUFACTURER'S SPECIFICATIONS.
14. NATURAL LIGHT AND VENTILAT €ON'RNIMUM
REQUIREMENTS,
A. LIGHT AREA PER HABITABLE ROOM: 8% OF FLOOR AREA
B. VENTILATION AREA PER ROOM: M: 4% OF FLOOR AREA
8. ALUMINUM CaUTTERB AND DOWNSPOUTS SHALL BE
PROVIDED AS REQUIRED TO PROVIDE WATER FLOW AWAY FROt"1
IMMEDIATE BUILDING PERO -STER
16. PROVIDE ATTIC AGCE68 OF 22' X 30" (MINIMUM) TO
ANY ATTIC SPACE WiTH A 34W MINiMLJM CLEAR HEIGHT.
li. ALL WALL AND CEILNG FINISHES SHALL HAVE A
FLAME SPR£A'LD CLA*SiMCATION OF NO GREATER THAN 2"
AND MAXIMWM SMOKE DENSITY OF 430.
1
FOOTING AND
I +
`FOUNDATION NOTES
i. LOT SHALL BE PROVIDED WITH ADEQUATE POSITIVE
DReARNAGE AWAY FRO." FOUNDATION WALLS.
Q
N 2, CONCRETE WORK SHALL HAVE THE I'OL.LOWIN53 SPECIFIED
° SB.rE STRENGTH AT 28 DAYS PS!
A BASEMENT 4"1 -LS AND FOUNDATION NOT EXPOSED
Z TO %4E WEATHER --
i3. SA.SE"*RENT SLABS AND INTERIOR SLABS ON
::FADE EXCEPT GARA.> sE FLOOR SLABS Ili.'
C. BASEMENT WALLS, FOUNDATION WALLS. EXTERIOR
H
WALLS AND OTHER VERTICAL CONCRETE WOW
EXPOSED TO THE WEAT•4ER
D. PORCHES, CARPORT SLABS AND STEPS EXPOSED
1
TO THE BATHER AN'D GARACzE FLOOR SLABS -- _PAL_'
i
• CONE SUI JECT TO FREEZING AND THAWING DLIEW-s
CON6'R4GTION SHALL BE A!RR- ENTRAINED. ITEMS G AND
D A80VE ARE REQUIRED TO BE AIR- ENTRAINED. TOTAL AIR
CONTENT 564ALL BE NOT LES5 THAN 5% OR MORE TWAN
Tx
3. FLOOR SLABS SHALL BE NOMINAL 4 I�S THICK CONCRETE
WIN CONTROL JOINTS &PACED AT nNTERvALS NOT MOIL
TH_ N 30' -O' N EACH DIRECTION. GORNTiROL. JOINTS MAY
BE OMITTED W64EN 6 X 6 910 UkW. i. 4Eft FORSWI iS
PROVIDED. PROVIDE b MIL. (OR APPROVED) VAPOR
BARRIER WITH 6 IRNC'.►-I LAPPED JOINTS. vAPOR BARRIER
MAY BE OMITTED FROM DETACHED GARA6;E5, DRIVEWIAYS,
WALKS, PATIOS AND OTHER FLAT WORK NOT LIKELY TO BE
ENCLOSED AND HEATED AT A FUTURE DATE OR BY THE
BUILDING OFFICIAL, BASED UPON LOCAL SITE CONDITION&
4. 'HE BOTTOM OF ALL FOOTINGS SHALL EXTEND TO FROST
LNE. FOUNDATION WALLS SHALL EXTEND 8' (MINirA M)
ABOVE FNISH GRADE ADJACENT TO FOUNDATIONS AT ALL
PONT&
5 PVRi1-RETER INSULATION ON CsRADE SLAB CONDITION S HALL
BE I -V1" X 24' RIGID AND TO BE INSTALLE7 BY THE
CCRNC22ETE SUDCONTRACTOR
6, PERIMETER FOUNDATION DRAINS bHAL.L BE INSTALLED AND
LOCATED AT THE GUILDER'S DISCRETION ACC.ORDW3 TO
LOCAL SITE AND CODE CONDITIONS, DRAIN DISGHARSE
SHALL COPFOi;V WiTH APPROVED SITE PLAN.
I CONGREM ANC44OR BOLTS SHALL BE 1/2' DIAMETER BOLTS OR
CODE APPROVED 16 GAUGE ZINC. COATED CLIPS (STRAPS)
E- MEDDED IN CONCRETE BLOCK OR POURED IN PLACE
COTE WALLS (1• MINIMS^ AT POLIRE.D CONCRETE WALLS,
P5' MINMIJM AT CMIJ- WALLS) SPACED AT 4' -011 OZ.
MAXIMUM AND C' MAXRTJM FROM CORNERS. ANCHOR STRAPS
MAY BE PROVIDED IN LIEU OF BOLTS ABOVE WITH 5PACW -s
AS RECOMMENDED BY MANUFACTURER AND ACCEPTED BY LOCAL
CODE FLOOR PLATES AND SILLS TO BE SHIMMED LEVEL.
USE METAL SHIMS ONLY BELOW ALL BEAMS.
8, 5u'-+P PUMP TO BE tNSTALLED AS REQUIRED AND LOCATED AT
8111_DER'S D15C RETICN.
9. TOP C•OUR5E3 OF CJM.U. FOUNDATION WALLS 5++ALL BE
FILLED SOLID MGLUDtNG THE COLPSES DIRECTLY BELOW
5TEEL BEAMS OR CORBELLED CIMJJ.
10. CONCRETE FORRM1111ORK TO BE ADEG21ATELY TIED AND
BRACED. FORMS ARE NOT TO BE STRIPPED, NOR BAC+CFiLL
PLACED AGAl'eT THE WALL UNTIL THE WALL HAS
S.FFICiENT STR04GTH OR HAS BEEN BRACED TO PREVENT
DAMAGE BY THE BACKFILL.
R CRAi,L SPACES Si TALL NAVE A MINIMUM CLEAR HEIGHT,
-0 18' AND AN ACCESS HOLE OF A MNN,"J -t O= 18" X 241.
12, EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRUCTION ENCLOSING BASEMENTS SHAD BE
DAI`1PPROOFED BY APPLYING NOT LESS THAI% 3/8 INCH OF
PORTLAND CE?" E a PARSW-s TO THE WALL FROM FOOTING THE
FINISH GRADE TIE PARGING SHALL BE CPv£RED WM4 A
COAT OF 491PRRO1/ED 151TUMNOU5 MATERIAL APPLIED AT 574E
RECOHNIDED RATE, EXTERIOR FOUNDATION WALLS OF
COP4CR�TE CONSTRICTION ENCLOSING BASEMENTS SHALL BE
DAMPPROOFED BY APPLE NG A MINIMUM OF ONE COAT OF
APPROVED BITUMINOtA MATERIAL TO THE WALL PROM THE
FOOTING TO THE FNI& 4 GRADE AT THE RECOMMENDED MMENDED RATE.
13. BUILDNG FOUNDATIONS ARE DESIGNED BASED ON AN
ASSUMED SOiL BEARINCs CAPACITY OF 2000 PSF.
ADDITIONAL ENGINEERING IS REQUIMM IF SOIL BEARNNCs
CAPACITY 18 LESS THAN 2000 P,SF.
STRUCTURAL NOTES
1
I. INTERIOR PARTITIONS SHALL BE 2 X 4 BTiiD CONSTRUCTION
WITH 1/2' GYPSUM BOARD, UNLESS OTHERWISE NOTED.
5E�A��RyN�G W'A.L6 SHALL HAVE STUD PLACEMENT 16' O.C.
MAMMIM. NON -LOAD BEARING INTERIOR PAR'T'IT€ONS SHALL
BE 24. O.C. MAXRIL". MOISTURE RESISTANT GYPSUM
BOARD SHALL BE PROVIDED AT ALL SNOWIER AND BATH AREAS
WITH BIMOOTIN, HARD AND PION - ABSORBENT FINISHES.
FINISH MATERIAL AND M018TJRE RESISTANT GYPSUM BOARD
WITHIN THE "MED IATE SHOWJEI2 AND BATH AREAS SHALL
EXTEND 6'-0' ABOVE FINISH FLOOR
2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH I12'
SHEATHING:, R'ETAL LET -IN BRAG -W_% SMALL BE INSTALLED
PER CORNSTRJCTTON DOCUIENTS AND SHALL BE LET NTO THE
TOP AN:' BOTTOM PLATES AND THE INTERVENING STUDS,
PAGED AT NOT "SORE THAN (P0' NOR LESS THAN 46' FROM
THE HORIZONTAL AND ATTACHED TO THE FRAMING IN
CONFORMANCE WIT-A THE MANUFACTURER'S SPECFCATIONS.
3 ALL BASEMENT INTERIOR BEARiNiG WALLS 5HALL BE
SHEATHED WITH A MN!T -it.d1 OF 1/2" GYPSUM BOARD ON ONE
54 DE.
4. THE MRNIMJ'M GRADE AND ALLOWABLE 6TRE88E5 FOR
STRJCTURAL. "1EMBER6 ARE:
A STUDS SFF STUD CsRADE OR BETTER
9. JOIST SYP w2, MICIS, Fv • €400 P81
CREPST€TIVE MEtlS R j5=-S)
C. LA_ LAMINATED BEAMS • Eb • 252.x2-"'81
D. TRUSSES (Rt70F AND FLOOR) • AS PER ENGINEERNG
REQUIR - 1914TS
5. DESIGN LIVE LOADS ARE:
5ALC40NIE6 (EXTERIOR; 6Z' LBBr
DECKS A0. -BS /5F
GARAGES (PASSEWjER C4R5 ONLY) W1r*/@F
ATTICS (NO STOKE iATH ROOF SLOPE
NOT STEEPER THAN 3 IN 12)
ATTICS 'LIMITED ATTIC STORAGE)
DWELLMG UNiTS (EXCEPT SLEEPING ROOMS) AC
SLEEPNIG ROOMS _40--LM DE
STAIRS 4�V Lgg /-
6. OPEtNW<A BETWEEN GARACsE AND RESIDENCE 5&4ALL BE
EQUIPPED WITH SOLID WOOD OR 20 MINUTE FiRE RATED
45ULATED HOLLOW METAL DOORS NOT LE58 THAN 1 -3!8"
- ,-'CPC ALTHOUGH PL 146 ,'",AY INDICATE 5ELF- CLGSiNel
DOOR THiS iS NO'T REQUIRED ESY + A E AND WILL MOT
BE PROVIDED.
1. THE GARAGE SHALL BE C:CMPLETELY SEPARATED FROM THE
RESIDENCE AND ATTIC AREAS BY (!,LAY1 =R 1/7' CsYF'StA ! BOARJ
APPLIEDTO GARAGE SIDE.
8. A,-- - RIJ56E5 ARE STAMPED AND CERTIFIED E7Y A
REGISTERED ENGINEER AND "1EET TPF ?'"AxIJFACTLRER
MfN "Ijll REOWREMENT51
3. ALL LJP'IBER IN CONTACT W;TH CONCRETE AND /OR LESS TWAN
8" FROM GRADE IS TO BE SSURE TREATED
tW'OLt"ANIZgDJ.
10. THE FOLLOWMG FLOOR 5Y5TEM5 ARE OFFERE' REFER
TO DRAi� AND/OR CUSTOMER SELECTION 6+4EET FOR
SUSFLOO.R 1- +ATER'AL.
A. 3/4' TONGUE AND GROVE f'LYUJOOD OR 058 (ORIENTED
STRAND BOARD), GLUED AND NAILED ON 7x4
ENGINEERING W 0OD FLOOR TRUSSES • 24'0_C.
!I. F'RO ✓fDE 2x6 STRON35ACK5 AS LOCATED ON FRAMING
PL AN5.
12. NO GUTTfNCi, NOTGHINCs OR !`ODiFiCATiON SHALL BE
MADE TO ANY TIRU55ES WITHOUT THE APPROVAL OF
ARCHi MC7 URAL SERVICES.
13. FIRE5T0PPtNG SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENiNG6 (BOTH VERT €CAL AND
HORIZONTAL' AND TO FORM AN EFFECTIVE FiRE BARRIER
BETWEEN STORIES, AND BETWEEN ATOP STORY AND THE ROOF
SPACE. FIRRESTOPPt146 SHALL BE PROVIDED IN THE
FO'LLOtWING LOCATIONS:
A. N CONCEALED SPACES OF STUD WALLS AND
PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING
AT FLOOR LEVEL
S. AT ALL NTEII?J- ECTION6 BETWEEN CONCEALED
VERTICAL ANT.' HORIZONTAL SPACES SUC44 4A OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.!
C. IN CONCEALED SPACES BETWEEN STAIR STRfNGERS AT
THE TOP AND BOTTOM OF THE RUNt
D. AT OPENING5 AROUND VENT, PIPES, DUCTS, CJ 1IMNEYS
AND FIREPLACES AT CEILING AND FLOOR LEVEL, WIT"
NONCOiMBUSTIBLE MATERIALS.
EXCEPT As PROVIDED iN ITEM D ABOVE, FIRESTOPPANG
SHALL CONSIST OF %0 INCH NOMINAL LUMBER, OR TWO
TH,KDKNiESSE5 OF ONE INCH NOMINAL LUMBER UATH BfF;tC)KEN
LAP JOINTS. THE INTEGRITY CF ALL FiRESTOPS SHALL BE
MANTAfNED.
IA. DRAFTSTOPPING SHALL BE PROVIDED iN ALL FLOOR -
CacILING ASSEMBLIES UNDER THE FOLLOWING
G1RCUMSTANCE15:
A. CEILING IS SUSPENDED UNDER THE FLOOR 9RAr- IfisGi
B. FLOOR FR4.MRNG IS CONSTRICTED OF TRUSS -TYPE OR
OPEN tlV5 PERFORATED MEMBERS.
IN FLOORCEILNG ASSEMBLIES WR-ERE THE AREA 15
GREATER THAN t00P: SQUARE FEET, THE SPACE BETWEEN T-+E
CEILING MEPENRANE5 AND FLOOR SHALL BE DIVIDED INTO
TWO OR MORE APPROXIMATELY EQUAL AREAS WITH NO AREA
SREATER THAN 1000 SQIARE FEET. DRAFT'STOPPING SHAL -L
BE PROVIDED PARALLEL. TO THE MAIN FRAMING MEMJ3ERS
DRAFTS1.0flPING MATERIALS SHALL BE NOT LESS THAN €,12
NCH GYPSUM BOARD 3/8 NC44 PL 'i-WOOD, 3/8 INCH TYPE 2 -
M -W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEQUATELY &1F'POR ED. THE INTEGRITY OF ALL
DRAFTSTOPS 51 4ALL BE MAINTAINED,
15. ALL MULTIPLE 2 X ;•IEADER5 AND MULTIPLE LVL BEAM&
TO BE FASTENED ToGETt -ER AT TOP AN.'") BOTTOM INTO EAC-4
ADJACENT LOTH ( MNIMUM) TWO ROWS OF i&D NAILS
• G NCH cc.
I6. ALL BEAMS W1TF+ FLITCH PLATES ARE TO BE BOLTED
TOGETHER WrTH I:'2 INCH DIAMETER BOLTS AT 12 WGH
O.C. STArsCiEwE - TOP AND BOTTOM WITH TWO BOIL TS AT EAC4
END UNLESS OTHERWISE NOTED
!1. NOTc'-VS IN BEARING WALL_ STUDS SHALL NOT EXCEED
75% OF THE STtD WIDTH AND NO HOLES ARE TO BE SORER
C*AEATER THAW 40% OF THE STUD
18. NO HOLES OR NOTC -ab ARE ALLOWED iN !TEAMS
WITHOUT THE APPROVAL OF ARCHiTEC rURA- SERVICES.
i9. Tr-PiCAL ROOF CONSTR:JGTiOiN 15 TO BE 1116 ?NCH
ROOF SHEATHINNG (AMERICAN PLYWOOD ASSOCIATED RATED)
WITH N5' FELT AND Ct7'MPO6iTiON ROOF SHINGLES.
20. BALLOON FRAMMNNG SPECIFfCAT!ORNS:
A.7xA iflAl1S
SIZE, 6PECiE5 4 SPACING
I MAXIMUM STUD HEIGHT
GENERAL NOTES
i0' -9 33'$'
(I)2 X 4 8>'F 02 0 12" O.G.
Ii' -I0 1/4' _
-
€
THE ATTACHED FLAWS AND SPECIFICATIONS AIRE THE 80LE
14' -I1 114'
(3) 2 X 4 5PF R 0 16' O.G.
PROPERTY OF THE RYLAND GROUP, INC-, ANY UNAUTHORIZED
(3) 2 X 4 5PF 42 0 12' O.C.
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USE OF THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE
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2.
RYLAND GROUP, INC. DESIGNS AND BUILDS HOUSNG AS
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SET FORTH B`' THE FORMAT AND PRO✓ISiORNS OF THE 'CABO ONE
-
025
AND TWO FAMILY D%LELLING CODE', 1992 EDITION. ALL.
CONSTRUCTION SHALL COMPLY WITH SAiD CODE AS WELL AS ALL
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CAORvFORt I€tNCs DOCJ`1ENT8 DISCOVERED BY T14E CONTRACTORS OR
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MIDWEST ARCHITECTURAL SERVICES OF RYLAND GROUP, iNC.
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THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION
4.
PURaPOSE8, DIT-1ENS!ON LINES AND NOTES SUF'cRC-EDE ALL
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SCALE REFERENCE.
09
4.
THESE PLANS ARE 81:5JECT TO MODIF,CATION AS
NECESSARY TO MEET CODE REQUIREMETITB AND /OR TO
FACILITATE MEC,4AN'.C4L ELECTRICA</PLUMBING €NSTALLA'NON
AND /OR TO INCORPORATE DESIL4N IMIPROvEMENTS. ANY
€NTENTION TO MODIFY THESE PLANS MUST BE AP+=RpvED IN
WRITING BY ARC44ITECTJRAL SER.VICEB.
5.
THE CONTRACTOR SHALL VERIFY ALL Drt-E 10NS AND
1PPO MATION M THESE CONTRACT DOCUMENTS. CONTRACTOR
SHALL SURVEY TI$ PROJECT AND BECOME FAMILIAR WiTH;
EXIST!NG CONDITIONS AJ"{D SCOPE OF WORK INCLUDING BUT NOT
LIMITED TO BUILDINGS 61TE AND SOiL BEARING CONDITIONS.
b.
ANY ERQOR:S, OM€S&ON6 OR INCONSISTENCIES IN T LIESE
'
CONTRACT DOGAMENTS OR THE ACTUAL SITE AND CONBTRJCT€ON
CONDITIONS SHALL BE BROuCsWT TO THE ATTENTIONS OF
ARCHITECTURAL SERVICES.
1.
EXTERIOR PLAN DIMENSIONS ARE TO FACE OF FC"4vATICN
WALLS AND /OR OUTSIDE FACE OF WALL Si`EANfNi3.
NTERIOR DIMENSIONS ARE TO FACE OF STUD FRAMING.
EXTERIOR WALLS ARE 4' THICK (3 -1/2' FOR STUD
FRAMING AND I,-,' FOR SHEATHING), INTERIOR WALLS ARE 34Q'
UNLESS NOTED OTHERWISE.
9.
WINDOub AS SECOND EGRE86 (BLEEPING AREAS) Ib"ALL BE
MINMJ'M 51 SQUARE FEET. THE MINAM121 NET CLEAR OPENING
HEICsHT DIMENSION SHALL BE 24 ilh . S AND THE MIN", JM NET CLEAR
OPENING WIDTH SHALL BE 20'. THE SiLL HEIC*41 SHALL NOT BE MORE
THAN 44 W_+ES ABOVE FLOOR LEVEL.
9.
SL€DINCs GLASS DOORS AND ALL GLAZED AREAS SUBJECT
TO HUMAN IMPACT MUST BE SAFETY GLAZED.
A. INTERiOFc STAN;!WAYS 6HALL HAVE A
MINIMUM OF 6' -8" (FINISH TO FINISH) HEADROOM, 8 -1/4,"
MAX ML?,4 RS =_R 1EKaNfT AND 9" MH+IfC Ui !TREAD LENGTH THE
MNiMJ"i CLEAR WIDTH OF A STAIRWAY SHALL BE 36 ". REFER
TO PLANS FOR EXACT DIMEIJ-SICNS.
B. HANDAILS. HANDRAILS 5HALL HAVE A HEIGHT OF 34'
MEASURED VERTICALLY FROM THE N05NO OF THE TREAD
AND SHALL BE PRO),ADED ON AT LEAST ONE SIDE OF THE
8TA19;&"Y OF THREE OR MORE RISERS. THE HANDGRiP
PORTION OF THE HAWAUIL6 SHALL NOT BE "ORE THAN 2
5/8 INCHES IN CROSS - SECTION DIMENSION AND HANDRAILS
PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT
-
LESS THAN ONE ftNCH BETWEEN THE WALL AND THE
HANDRAIL.
C. C4 AfRDRAILS: PODS, BALCONIES OR RAISED FLOOR
SURFACES LOCATED MORE THAN 30 rI, �5 AHOV£ THE FLOOR
OR CsRADE W_LOW SHALL HAVE GUARDRAILS OF 36 WHES IN
HEICs4NT. OPEN SIDE OF STAIRS WITH A TOTAL 819E OF
MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW
SHALL HAVE GUARDRAILS OF 34 INCHES N HEIGHT
"
MEASURED VERTICALLY PROM THE N06W -s OF THE TRSA DS.
HORIZONTAL SPACING BETWEEN TINE VERTICAL MET'19£RS iN
REQUIRED ED C=JARDRZ4ILS SHALL BE MAXIMUM OF FOUR NC•+ES
AT THE NEAREST POINT BETWEEN THE ME7 BER5.
.t.
APPROVED SMOKE DETECTORS SHALL BE LOCATED ON EVE!R'-
STORY OF THE DWELLING UNIT, INGL.UDNG BASEMENTS. WHERE
MORE THAN ONE 16 REQUIRED, ALL SHALL BE WIRED IN bUCH A
MANNER SO THAT W1NEN ONE 16 ACTUATED, ALL WILL BE
ACTUATED,
t2. FIREPLACE CHI"A4EY8 SHALL EXTEND AT LEAST TWO FEET
HIC*ER THAN ANY PORTION OF THE BUILDING WITHIN TEN
FEET, BUT SHALL NOT BE LES6 THAN THREE FEET ABOVE THE
POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF -
13. FIREPLACES SHALL BE INSTALLED AC.C.ORDING TLIE
MANUFACTURER'S SPECIFICATIONS.
14. NATURAL LIGHT AND VENTILAT €ON'RNIMUM
REQUIREMENTS,
A. LIGHT AREA PER HABITABLE ROOM: 8% OF FLOOR AREA
B. VENTILATION AREA PER ROOM: M: 4% OF FLOOR AREA
8. ALUMINUM CaUTTERB AND DOWNSPOUTS SHALL BE
PROVIDED AS REQUIRED TO PROVIDE WATER FLOW AWAY FROt"1
IMMEDIATE BUILDING PERO -STER
16. PROVIDE ATTIC AGCE68 OF 22' X 30" (MINIMUM) TO
ANY ATTIC SPACE WiTH A 34W MINiMLJM CLEAR HEIGHT.
li. ALL WALL AND CEILNG FINISHES SHALL HAVE A
FLAME SPR£A'LD CLA*SiMCATION OF NO GREATER THAN 2"
AND MAXIMWM SMOKE DENSITY OF 430.
1
FOOTING AND
I +
`FOUNDATION NOTES
i. LOT SHALL BE PROVIDED WITH ADEQUATE POSITIVE
DReARNAGE AWAY FRO." FOUNDATION WALLS.
Q
N 2, CONCRETE WORK SHALL HAVE THE I'OL.LOWIN53 SPECIFIED
° SB.rE STRENGTH AT 28 DAYS PS!
A BASEMENT 4"1 -LS AND FOUNDATION NOT EXPOSED
Z TO %4E WEATHER --
i3. SA.SE"*RENT SLABS AND INTERIOR SLABS ON
::FADE EXCEPT GARA.> sE FLOOR SLABS Ili.'
C. BASEMENT WALLS, FOUNDATION WALLS. EXTERIOR
H
WALLS AND OTHER VERTICAL CONCRETE WOW
EXPOSED TO THE WEAT•4ER
D. PORCHES, CARPORT SLABS AND STEPS EXPOSED
1
TO THE BATHER AN'D GARACzE FLOOR SLABS -- _PAL_'
i
• CONE SUI JECT TO FREEZING AND THAWING DLIEW-s
CON6'R4GTION SHALL BE A!RR- ENTRAINED. ITEMS G AND
D A80VE ARE REQUIRED TO BE AIR- ENTRAINED. TOTAL AIR
CONTENT 564ALL BE NOT LES5 THAN 5% OR MORE TWAN
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3. FLOOR SLABS SHALL BE NOMINAL 4 I�S THICK CONCRETE
WIN CONTROL JOINTS &PACED AT nNTERvALS NOT MOIL
TH_ N 30' -O' N EACH DIRECTION. GORNTiROL. JOINTS MAY
BE OMITTED W64EN 6 X 6 910 UkW. i. 4Eft FORSWI iS
PROVIDED. PROVIDE b MIL. (OR APPROVED) VAPOR
BARRIER WITH 6 IRNC'.►-I LAPPED JOINTS. vAPOR BARRIER
MAY BE OMITTED FROM DETACHED GARA6;E5, DRIVEWIAYS,
WALKS, PATIOS AND OTHER FLAT WORK NOT LIKELY TO BE
ENCLOSED AND HEATED AT A FUTURE DATE OR BY THE
BUILDING OFFICIAL, BASED UPON LOCAL SITE CONDITION&
4. 'HE BOTTOM OF ALL FOOTINGS SHALL EXTEND TO FROST
LNE. FOUNDATION WALLS SHALL EXTEND 8' (MINirA M)
ABOVE FNISH GRADE ADJACENT TO FOUNDATIONS AT ALL
PONT&
5 PVRi1-RETER INSULATION ON CsRADE SLAB CONDITION S HALL
BE I -V1" X 24' RIGID AND TO BE INSTALLE7 BY THE
CCRNC22ETE SUDCONTRACTOR
6, PERIMETER FOUNDATION DRAINS bHAL.L BE INSTALLED AND
LOCATED AT THE GUILDER'S DISCRETION ACC.ORDW3 TO
LOCAL SITE AND CODE CONDITIONS, DRAIN DISGHARSE
SHALL COPFOi;V WiTH APPROVED SITE PLAN.
I CONGREM ANC44OR BOLTS SHALL BE 1/2' DIAMETER BOLTS OR
CODE APPROVED 16 GAUGE ZINC. COATED CLIPS (STRAPS)
E- MEDDED IN CONCRETE BLOCK OR POURED IN PLACE
COTE WALLS (1• MINIMS^ AT POLIRE.D CONCRETE WALLS,
P5' MINMIJM AT CMIJ- WALLS) SPACED AT 4' -011 OZ.
MAXIMUM AND C' MAXRTJM FROM CORNERS. ANCHOR STRAPS
MAY BE PROVIDED IN LIEU OF BOLTS ABOVE WITH 5PACW -s
AS RECOMMENDED BY MANUFACTURER AND ACCEPTED BY LOCAL
CODE FLOOR PLATES AND SILLS TO BE SHIMMED LEVEL.
USE METAL SHIMS ONLY BELOW ALL BEAMS.
8, 5u'-+P PUMP TO BE tNSTALLED AS REQUIRED AND LOCATED AT
8111_DER'S D15C RETICN.
9. TOP C•OUR5E3 OF CJM.U. FOUNDATION WALLS 5++ALL BE
FILLED SOLID MGLUDtNG THE COLPSES DIRECTLY BELOW
5TEEL BEAMS OR CORBELLED CIMJJ.
10. CONCRETE FORRM1111ORK TO BE ADEG21ATELY TIED AND
BRACED. FORMS ARE NOT TO BE STRIPPED, NOR BAC+CFiLL
PLACED AGAl'eT THE WALL UNTIL THE WALL HAS
S.FFICiENT STR04GTH OR HAS BEEN BRACED TO PREVENT
DAMAGE BY THE BACKFILL.
R CRAi,L SPACES Si TALL NAVE A MINIMUM CLEAR HEIGHT,
-0 18' AND AN ACCESS HOLE OF A MNN,"J -t O= 18" X 241.
12, EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRUCTION ENCLOSING BASEMENTS SHAD BE
DAI`1PPROOFED BY APPLYING NOT LESS THAI% 3/8 INCH OF
PORTLAND CE?" E a PARSW-s TO THE WALL FROM FOOTING THE
FINISH GRADE TIE PARGING SHALL BE CPv£RED WM4 A
COAT OF 491PRRO1/ED 151TUMNOU5 MATERIAL APPLIED AT 574E
RECOHNIDED RATE, EXTERIOR FOUNDATION WALLS OF
COP4CR�TE CONSTRICTION ENCLOSING BASEMENTS SHALL BE
DAMPPROOFED BY APPLE NG A MINIMUM OF ONE COAT OF
APPROVED BITUMINOtA MATERIAL TO THE WALL PROM THE
FOOTING TO THE FNI& 4 GRADE AT THE RECOMMENDED MMENDED RATE.
13. BUILDNG FOUNDATIONS ARE DESIGNED BASED ON AN
ASSUMED SOiL BEARINCs CAPACITY OF 2000 PSF.
ADDITIONAL ENGINEERING IS REQUIMM IF SOIL BEARNNCs
CAPACITY 18 LESS THAN 2000 P,SF.
STRUCTURAL NOTES
1
I. INTERIOR PARTITIONS SHALL BE 2 X 4 BTiiD CONSTRUCTION
WITH 1/2' GYPSUM BOARD, UNLESS OTHERWISE NOTED.
5E�A��RyN�G W'A.L6 SHALL HAVE STUD PLACEMENT 16' O.C.
MAMMIM. NON -LOAD BEARING INTERIOR PAR'T'IT€ONS SHALL
BE 24. O.C. MAXRIL". MOISTURE RESISTANT GYPSUM
BOARD SHALL BE PROVIDED AT ALL SNOWIER AND BATH AREAS
WITH BIMOOTIN, HARD AND PION - ABSORBENT FINISHES.
FINISH MATERIAL AND M018TJRE RESISTANT GYPSUM BOARD
WITHIN THE "MED IATE SHOWJEI2 AND BATH AREAS SHALL
EXTEND 6'-0' ABOVE FINISH FLOOR
2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH I12'
SHEATHING:, R'ETAL LET -IN BRAG -W_% SMALL BE INSTALLED
PER CORNSTRJCTTON DOCUIENTS AND SHALL BE LET NTO THE
TOP AN:' BOTTOM PLATES AND THE INTERVENING STUDS,
PAGED AT NOT "SORE THAN (P0' NOR LESS THAN 46' FROM
THE HORIZONTAL AND ATTACHED TO THE FRAMING IN
CONFORMANCE WIT-A THE MANUFACTURER'S SPECFCATIONS.
3 ALL BASEMENT INTERIOR BEARiNiG WALLS 5HALL BE
SHEATHED WITH A MN!T -it.d1 OF 1/2" GYPSUM BOARD ON ONE
54 DE.
4. THE MRNIMJ'M GRADE AND ALLOWABLE 6TRE88E5 FOR
STRJCTURAL. "1EMBER6 ARE:
A STUDS SFF STUD CsRADE OR BETTER
9. JOIST SYP w2, MICIS, Fv • €400 P81
CREPST€TIVE MEtlS R j5=-S)
C. LA_ LAMINATED BEAMS • Eb • 252.x2-"'81
D. TRUSSES (Rt70F AND FLOOR) • AS PER ENGINEERNG
REQUIR - 1914TS
5. DESIGN LIVE LOADS ARE:
5ALC40NIE6 (EXTERIOR; 6Z' LBBr
DECKS A0. -BS /5F
GARAGES (PASSEWjER C4R5 ONLY) W1r*/@F
ATTICS (NO STOKE iATH ROOF SLOPE
NOT STEEPER THAN 3 IN 12)
ATTICS 'LIMITED ATTIC STORAGE)
DWELLMG UNiTS (EXCEPT SLEEPING ROOMS) AC
SLEEPNIG ROOMS _40--LM DE
STAIRS 4�V Lgg /-
6. OPEtNW<A BETWEEN GARACsE AND RESIDENCE 5&4ALL BE
EQUIPPED WITH SOLID WOOD OR 20 MINUTE FiRE RATED
45ULATED HOLLOW METAL DOORS NOT LE58 THAN 1 -3!8"
- ,-'CPC ALTHOUGH PL 146 ,'",AY INDICATE 5ELF- CLGSiNel
DOOR THiS iS NO'T REQUIRED ESY + A E AND WILL MOT
BE PROVIDED.
1. THE GARAGE SHALL BE C:CMPLETELY SEPARATED FROM THE
RESIDENCE AND ATTIC AREAS BY (!,LAY1 =R 1/7' CsYF'StA ! BOARJ
APPLIEDTO GARAGE SIDE.
8. A,-- - RIJ56E5 ARE STAMPED AND CERTIFIED E7Y A
REGISTERED ENGINEER AND "1EET TPF ?'"AxIJFACTLRER
MfN "Ijll REOWREMENT51
3. ALL LJP'IBER IN CONTACT W;TH CONCRETE AND /OR LESS TWAN
8" FROM GRADE IS TO BE SSURE TREATED
tW'OLt"ANIZgDJ.
10. THE FOLLOWMG FLOOR 5Y5TEM5 ARE OFFERE' REFER
TO DRAi� AND/OR CUSTOMER SELECTION 6+4EET FOR
SUSFLOO.R 1- +ATER'AL.
A. 3/4' TONGUE AND GROVE f'LYUJOOD OR 058 (ORIENTED
STRAND BOARD), GLUED AND NAILED ON 7x4
ENGINEERING W 0OD FLOOR TRUSSES • 24'0_C.
!I. F'RO ✓fDE 2x6 STRON35ACK5 AS LOCATED ON FRAMING
PL AN5.
12. NO GUTTfNCi, NOTGHINCs OR !`ODiFiCATiON SHALL BE
MADE TO ANY TIRU55ES WITHOUT THE APPROVAL OF
ARCHi MC7 URAL SERVICES.
13. FIRE5T0PPtNG SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENiNG6 (BOTH VERT €CAL AND
HORIZONTAL' AND TO FORM AN EFFECTIVE FiRE BARRIER
BETWEEN STORIES, AND BETWEEN ATOP STORY AND THE ROOF
SPACE. FIRRESTOPPt146 SHALL BE PROVIDED IN THE
FO'LLOtWING LOCATIONS:
A. N CONCEALED SPACES OF STUD WALLS AND
PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING
AT FLOOR LEVEL
S. AT ALL NTEII?J- ECTION6 BETWEEN CONCEALED
VERTICAL ANT.' HORIZONTAL SPACES SUC44 4A OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.!
C. IN CONCEALED SPACES BETWEEN STAIR STRfNGERS AT
THE TOP AND BOTTOM OF THE RUNt
D. AT OPENING5 AROUND VENT, PIPES, DUCTS, CJ 1IMNEYS
AND FIREPLACES AT CEILING AND FLOOR LEVEL, WIT"
NONCOiMBUSTIBLE MATERIALS.
EXCEPT As PROVIDED iN ITEM D ABOVE, FIRESTOPPANG
SHALL CONSIST OF %0 INCH NOMINAL LUMBER, OR TWO
TH,KDKNiESSE5 OF ONE INCH NOMINAL LUMBER UATH BfF;tC)KEN
LAP JOINTS. THE INTEGRITY CF ALL FiRESTOPS SHALL BE
MANTAfNED.
IA. DRAFTSTOPPING SHALL BE PROVIDED iN ALL FLOOR -
CacILING ASSEMBLIES UNDER THE FOLLOWING
G1RCUMSTANCE15:
A. CEILING IS SUSPENDED UNDER THE FLOOR 9RAr- IfisGi
B. FLOOR FR4.MRNG IS CONSTRICTED OF TRUSS -TYPE OR
OPEN tlV5 PERFORATED MEMBERS.
IN FLOORCEILNG ASSEMBLIES WR-ERE THE AREA 15
GREATER THAN t00P: SQUARE FEET, THE SPACE BETWEEN T-+E
CEILING MEPENRANE5 AND FLOOR SHALL BE DIVIDED INTO
TWO OR MORE APPROXIMATELY EQUAL AREAS WITH NO AREA
SREATER THAN 1000 SQIARE FEET. DRAFT'STOPPING SHAL -L
BE PROVIDED PARALLEL. TO THE MAIN FRAMING MEMJ3ERS
DRAFTS1.0flPING MATERIALS SHALL BE NOT LESS THAN €,12
NCH GYPSUM BOARD 3/8 NC44 PL 'i-WOOD, 3/8 INCH TYPE 2 -
M -W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEQUATELY &1F'POR ED. THE INTEGRITY OF ALL
DRAFTSTOPS 51 4ALL BE MAINTAINED,
15. ALL MULTIPLE 2 X ;•IEADER5 AND MULTIPLE LVL BEAM&
TO BE FASTENED ToGETt -ER AT TOP AN.'") BOTTOM INTO EAC-4
ADJACENT LOTH ( MNIMUM) TWO ROWS OF i&D NAILS
• G NCH cc.
I6. ALL BEAMS W1TF+ FLITCH PLATES ARE TO BE BOLTED
TOGETHER WrTH I:'2 INCH DIAMETER BOLTS AT 12 WGH
O.C. STArsCiEwE - TOP AND BOTTOM WITH TWO BOIL TS AT EAC4
END UNLESS OTHERWISE NOTED
!1. NOTc'-VS IN BEARING WALL_ STUDS SHALL NOT EXCEED
75% OF THE STtD WIDTH AND NO HOLES ARE TO BE SORER
C*AEATER THAW 40% OF THE STUD
18. NO HOLES OR NOTC -ab ARE ALLOWED iN !TEAMS
WITHOUT THE APPROVAL OF ARCHiTEC rURA- SERVICES.
i9. Tr-PiCAL ROOF CONSTR:JGTiOiN 15 TO BE 1116 ?NCH
ROOF SHEATHINNG (AMERICAN PLYWOOD ASSOCIATED RATED)
WITH N5' FELT AND Ct7'MPO6iTiON ROOF SHINGLES.
20. BALLOON FRAMMNNG SPECIFfCAT!ORNS:
A.7xA iflAl1S
SIZE, 6PECiE5 4 SPACING
I MAXIMUM STUD HEIGHT
(1) 2 X 4.SPF -'2 E I6. O.C.
i0' -9 33'$'
(I)2 X 4 8>'F 02 0 12" O.G.
Ii' -I0 1/4' _
(2) 2 X 4 SPF n • ib "_
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(2) 2 X 4 SR°F'2 0 12' Or-
14' -I1 114'
(3) 2 X 4 5PF R 0 16' O.G.
15' -6 /8"
(3) 2 X 4 5PF 42 0 12' O.C.
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R 7 X h LIJAi- L_S
SIZE, SPECIES 4 SPACING
MAXIMUM STUD WEIGHT
(1) 2 X 6 5YP a ` 16" O.G.
(Ti 2 X 6 SYP A • 12" OZ.
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(i) 2 X 6 SYP'I • €6" O_C.
r 10
MAX
f3PAN
8' i Ib"
2I. STEEL LINTELS SUPPORTI"Cs MASONRY VENEER ARE A-5
FleN I t74IJ8:
LiNTEL 5S- 4EDULE _
HE IGHT OF 'VENEER
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MAX
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8' i Ib"
24'
32'
THAN
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22, AS RREOt 4 ED 15Y LOCAL CODE, BRICJC '✓SNEER (WHERE
INDICATED ON PLANS) TO HAVE 22 GAUGE (MINIMUM)
GfJR!^v SATED, GALVANIZED STEEL WALT. TIES AT hb NCH
OC. HORIZONTAL AND 24 IPiGH OG. AFERTICAL, PROVIDE
CYJNT!TNUOUS BASE FLASHING WITH WEEP HOLES AT 4'0"
O.G. MAXIMUM.
21 ALL 6TRJCTJRAL STEEL SHILL C.Ov'FO'F , TO ASTM
SPECIFICATION 436. PIPE COLUMNS AND BASE /CAP PLATES
SHIALL CCNFON*,l TO A6TM SPECIFICATIONS A50f AND A53.
24. ALL WOOD COL.UMN5 TO 5E ANCHORED TO CONCRETE
WTTH METAL STANDOFF. ALL STEEL SURFACES OF STEEL
COLUMNS SHALL BE SHoP COATED OF R4.6T - R4401TI*oE
PAINT OR EOUIVALDr.
MECHANICAL AND
PLUMBING NOTES
1. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK 5
COMPLY WIT4-4 STATE AND NATIONAL CODES, AS WELL AS
LOCAL GOVERNN5 CODES AND /OR ORDINANCES.
2, ALL PIPES. DUCTS, v"TS, WIRING AND CHASE°y WHICH
PENETRATE CEiLiN66 DIRECTLY BELOW TRU56 OR ROOF
A85E" IBL :ES SHALL 15E FIRRESTOPPED.
3. ALL. EXHAUST FANS SHALL BE VENTED TO OUTSIDE AR
(EX -EPT) RANGE TOP,
4. BATHROOMS WITHOUT WINDOs:i3 SHALL HAVE AN APPROVED
MEC"AN1CAL VENTILATION SYSTEM CAPABLE OF PRODUCING A
CHAJNGE OF AIR EVERY TWELVE MINUTES- BATHROOM
EXHAUSTS SHALL BE VENTED DIRECTLY TO THE OUTSIDE.
S. ATTIC VENTILATION: THE NET FIFE v"TILATIN3 AREA
SHALL BE NOT LES8 THAN I TO 150 OF THE AREA OF THE
SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO
300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED
VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED
IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST THREE FEET A90VE EAVE OR C:ORNfCE VENTS WITH
THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS. THE NET FREE CR205S-
'VENTILATION AREA MAY BE NOT LESS THAN 'i TO 300 OF
THE AREA OF THE SPACE VENTILATED WA -iE?•i THE VAPOR
BARRIER HAVING A TRANSMI86ICN RATE NOT EXCEEDING i
PERM 18 INSTALLED ON THE WARM SIDE OF THE CEILING.
I AIR INFILTRATION NOTES
I. CONTRACTOR SHALL INSTALL FIBERai9-4,68 SILL SEALER
BETWEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.
2, CONTRACTORS SHALL GLUE AND SEAL PLATES AT FLOOR AND
CEIL(NC, AND ALL WINDOW AND FLOOR FLAW-ES /JAMBS
PRIOR TO AND DURING ERECTION
3. ALL SHEATHING PENETRATIONS DURING CO N8TRIX -MON SHALL BE PATCHED
AND REPAIRED ACC.ORDIWi TO MA- LFACTURER'S °AlPECIF1CATIORN5.
INSULATION NOTES I
I. THE FOLLOWWNG R%F )R !'CATION DESCRIBES RYLAND'S MNIM'JM
ENER'sl' CoN'VERSATiON PACKACIE, INSULATION CONTRACTORS
ARE HEREBY REQUIRED TO BID AND INSTALL INSULATION 51"
THiS SCHEDULE UNLESS iNSTR'UCTTED IN MTfNCs BY
RYLAND TO DO CT4- R 5E-
2, CEILING - R-38 BLOWN WOOL OR Fi5EW_tLAS6.
3. CATHEDRA;,. CEILtW! - RR -30 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER DOWN.
A. EXTERIOR L,AL.LS - R -t3 13ATT iNSULATION WITH KRAFT
FACE VAPOR BARRIER TO INSIDE.
5. EX MRIOR BASEMENT EXPOSED FOUNDATION WALLS - RIO.
6 FLOORS AT OVER,4ANCs6 - 5Z -19 BATT RNSi1LATION WITH
KRAFT FACE VAPOR BARR4¢R2 UP.
T. FLOORS OF HABITABLE SPACE OVER GARAGE AND CRAWL
SPACE - R$ -30 BATT NNSULATfON WITH KRAFT FACE VAPOR
BARKER To IINS€DE.
i ELECTRICAL NOTES I
ALL ELECTRICAL INSTALLATION SHALL MEET THE RREQWItaE"ENTS OF THE
NATIONAL ELECTRICAL CODE, ALL MATERIAL AND E(WIPMENT SHALL BEAR
THE LABEL OR APPROVAL. of THE UNDERWRITERS LABORATORIES, INC.
2. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY
SPA,GE REQUfRRED FOR METER INSTALLATION AND SHALL. NOTIFY
GENERAL CONTRACTOR AND AW--H i TECT OF ANY PROBLEMS.
3, No PONT ALOPKs FLOOR LINE MEASURED HORIZONTALLT
SHALL BE "CIRE THAN 6' -0" FROM A RECEPTACLE OUTLET.
4. 'VERIFY LOCATION OF ALL RECEPTACLES FOR 4PPLIAk4GES
WITH MANLFACTURER'S SPEC€FICAT'4ON5.
5. GROL ND FA;, LT INTERCEPTERS SHALL BE PROVIDED AT ALL
BATHRROOM OUTLETS PER THE NATIONAL. ELECTRICAL CODE
b. ALL SWITCHES TO BE 4' -6" ABOVE FINISH FLOOR TO
CENTER LINE OF SWiTCH LNL.E55 OTHERWISE NOTED,
T ALL CONVENIENCE OUTLETS ARE I' -0' A00✓E F-NIBH FLOOR-
TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED,
8. ALL CONVENIENCE OUTLETS WliT'H 5WITCHES TO Be WTCHED
AT TOP ONLY.
9. ALL EXTERIOR WALL 5RA0<ET FIXTURES TO 15.1E b' -0' At50YE
FINISH FLOOR TO CENTER LINE OF FIXTURE.
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INDIANAPOLIS NOTES I ATI
!. MONARCH SPECiFIGATIONB, EXTERIOR WOOD TRIM 18 NOT PER PRINT, IN AN
EFFORT TO PROVIDE A LOWER MAINTENANCE EXTERIOR, WOOD TRIM 16 USED
ONLY AROUND GARAGE DOORS, FRONT DOORS, AND FRONT PORCHES.
T PREMIER (HIGH - SWING) SPECSCAT€ON& (INCLUDING BRADLEY, B ZIA JOOD,
CAR.. €SLE, GENEVA, HAMILTON, MANCHESTER, PRESTWICK, AND WESTON)
EXTERIOR WOOD TRIM IS NOT PER PRINT. ALL WOOD FASCIA RECEt VEb WOOF -I
SOFFIT. ONLY FRONT- FACIP64 WOOD TRIM IS STAi'NDARD. SIDES ANT'' REAR "ibM
iS ALUMINUM OR VINYL WRAPPED. (WOOD TRIM AT SIDES 41tC REAR IS
AVAfLABLE AS AN OPTION).
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