HomeMy WebLinkAbout0745.95.1.j'
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GENERAL !VOTES
4. TH4E ATTACHED f, Ajtiaj AWD M°LEr.•G3GAtIONB ARE THE SOLE
T'ROF'EWY OF r.E feYLAND 4 , Iht',. 04Y U!NAWTHORLZ>cS?
UW OF T.CeE PLANS WM7 40UT THE 1WCTT" Ot'11M0 T ISM' TXE
41'1 AND c*wx Ilo, P*c. 19 a1ep 17 t4 :.
2. RYLAND G#%OUP, INCA DE&COO AND WLI?S H40U6R40 AS
WT FORTH BY T►E FOFRMAT AND PROVISiON$ OF TiE 'CABO ONE
AND TWO FAMILY DILELLRNG CODE', Ill EDITION. ALL
CONSTRLIGTiON SHALL COMPLY uTH SAID C.06TE AS WELL AS ALL
LOCAL GOy*gN!NG CODES ANDJOR RED -A"OW& ANY -NCN-
CCNFORMe'Ys DO NTS DiSCOVERED BY Tm C4141 ACTORS OR
we A Hie re SHALL i'JE C-ALLED TO TAE ATTENTION OF TI E
t-1;DU,EST ARC 4iT£CTuRAL- SERviC ES OF R1"LAt4D GROUP, INC.
1513) 6 ? ?- 88°i4.
3. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION
PURYO5ES. DIMENSION LINES AND NOTES SUPERICMM ALL
SCALE REFERENCE.
41 THESE PLANS ARE_ &u5JECT TO MODiFiCATION AS
NECESSARY TO MEET CODE REQU4TS AND/OR TO
FACILITATE M1EC"MICAL ELECTRCAL/PLMT k W-x INSTALLATION
AND /OR TO W- ORPORATE DESIGN !`iPR01J6' 1TE ANY
INTENTION TO MODIFY THESE PL.AN6 NAJ6T 56 APPROVED IN
WRITIW -% 5Y A4RCH41TECTURAL SERVICES.
5. THE CONTRACTOR SHALL VERIFY ALL DR'EN610N8 AND
woRp LATION IN THESE CONTRACT DOGAMENTS. CONTRACTOR
SHALL SURVEY THE PROJECT AND BECOMiE FAMILIAR WITH
EXISTING CONDITIONS AND SCOPE OF WORK INCLUDING BUT NOT
LftTEO TO BUIL..DN4166, SITE AND SOiL BEAR WA C.ONDiTIONS-
6. ANY ERf20RS, OMISSIONS OR INCONS116TEi4GE8 IN THESE
CONTRACT DOCUMENTS OR T44E ACTUAL. SITE AND CCN"*STRLLGT40N
C,OMDITIONS SHIALL BE BIWLJ& T TO THE A I I EN I IONS OF
ARGi41TECTURAL SEIRViCE&
1,'+)''TERIOR PLAIN pIMEN' IOM& ARE TO FA(E OF FOUNDATION
WALLS AND /OR OUTSIDE FACE OF WALL eHEATi4WG.
INTERIOR Dv- eN&ZPIS ARE TO FACE OF STJD FRAMING.
EXTERIOR iIALLB ARE 4" THICK (3 -V2" FOR STUD
FRAMING A+NO L?' FOR 81•EAT 4NG), INTERIOR WALLS ARE 3 -1/2'
UNLESS NOTED GTHER06L
9. WINDOILS AS SEGC.ND EGRESS (%_EEPI G AREAS) SHALL 19E
MiNI'RiM 5.1 SGIUASRE FEET, THE M4iMftll NET CLEAR OPiENMG
HEIGHT RtMENS1ON SHALL ISE 24 NC.HES AND T•E MKtM'iUM NET CLEAR
OPENING; WIDTH SHALL BE 2m'. THE SILL HEIGHT SHALL NOT BE M-Oi m
THAN 44 4NC:HES ABOVE FLOOR LEVEL.
9 SLIDING GLASS DOORD AND ALL GLAZED AREAS, "J.IBJECT
TO 4 ,N IMPACT MUST BE SAFETY GLAZED.
10. �T�RI:LAYS:
Q ' INTERIOR STAIR"YS SHALL WAVE A
MIN&UM OF V-S" (FINISH TO F9Mi6H) WAC71l00M'i.
MAxiMUM RISER HEJGW AND 9' MINRMIil TREAD LENGTH. THE
MIN"" CLEAR WIDTH OF A STAIRWAY SHALL BE 36'. REFER
TO PLANS FOR EXACT DRMENSIONS-
B. HANDAILS: WA4DRAL"S Si4ALL WAYS, A WElOi4T OF 34"
MEASURED VERT Y �FROM TAE N081Nrs OF T44E TREAD
AND SHALL BE F�DlIC7ED ON AT L.EADT (7a SIDE OF TIE
6TAIF311AY OF THREE OR MOM RIDERS. IVI S HU4N lP
PORTION OF tHE HAl"DRA4L6 SHALL NOT BE MORE T14AN 2
5/8 W_j-ES M CROW-SECTION DR'EN61ON AND HA NDRA1LS
PROJECT04G FIROM A WALL &&ALL HAVE A SPACE OF NOT
LE66 THAN I ONE MC W 5ETt1E94 THE WALL AND THE
HANDRAIL.
C. GUARDRAILS= PORCHES, BALCONIES OR RAISED FLOOR
SURFACE& LOCATED MORE THAW 30 iNCWS ABOVE THE FLOOR
OR CsRADE BELOW 64ALL HAVE GA14FIV01"ILS OF 36 W-4ES M
HEIGHT. OPEN SIDE OF STAIRS IINTH A TOTAL RP!".)L OF
i'IDRE THAW 3o I4CHE8 ABOVE THE FLOOR oR GRADE BELOW
SHALL HAVE CALARDWACS OF 34 INCHES N 44E4WT
MEASURED vURrcAL.LY FT.30M4 THE NOBNCs OF Ts-6 TPEADS.
HORIZONTAL 6PA'LC;I4 s BETWEEN THE ViWRTIC.AL MMFTB9£RS iN
REaUmv cAlARDRAMLS SHALL BE MAXP$JMI OF FOUR INCHES
AT THE NEAREST PONT BETWEEN THE MEMBERS.
Ii. APPROVED SMIOKE DETECTORS 6 ALL BE LOCATED ON EVERY
STORY OF THE DM LING U NfT, INCLUDWS BASEMEWS. iL 14ERE
MORE THAN AE 16 RECL41RED, ALL 814ALL BE WIFWD N SUCH A
KAt4 NER SO THAT WAM ONE 46 ACTUATED, ALL WILL BE
ACTUATED.
12. FIREPLAC4! C-I 14&Y8 SHALL EXTi K> AT LEAST TWO FEET
WC44EM THAN ANY F RT1ON OF THE BUK-DNCG WITHIN TEN
FEET, BUT SHALL NOT BE L.E" THAN TW4 FEET ABOVE TINE
POINT ILAEI'E THE CHIMNEY PAOWS TWRgtksH 144E IWOF.
13. FIREPLACES SHALL BE METALLED ACC CIRPNCs THE
M,4KPAGTURER"S SPECIF"4CAT40N8.
14. N 4TVRAL LIGHT AND Vf JNTIL-ATION MMKI M
REGLa:J41�NTS
A LICs14T AREA PER HA1BITAME i DOM'h OX OF FLOOR ARLA
F!. YE NT4LATiON AREA PIER ROOM 44, OF FLOOR AREA
5. ALId-IN zl GUTTFRb ANC) DOWNSPOUTS 6HAL-L. BE
FW41OVIDEP AS SISQUIRED TO P!OOVOE WATER FLOW AWAY FROM
tl-EDIATE 9UILD 45 PERJMIETM
16. PROViDE ATTIC A .CM OF 22' X 30' (MNIMIL ) TO
ANY ATTIC SPACE WITH A 30" MkIMLI M CLEAR HEE41W.
f1. ALL WALL AND CEMLANG FINMSHES SHALL HAVE A
FLAME SPREAD CLA66IFiCAT10N OF NO GREATER THAN 200
AND MAXIMUM BMiOKE DENSiTY OF 4sJ0.
FOOTING AND
FOUNDATION NOTES
r w.
• GONGIQETE gwwwcT TO FRQEXfNG ANU T"AIL&cs DtJRttwx
CCHSTRiGTION &4ALL ME AIR - ENTRAINED. ITE-6 C AND
D ADCvg Aft ilEQAREtD TO E� AIR - ENTRAIINED. TOTAL AIR
CONTENT SHALL BE W.)T LESS THAN Sit OR MORIF THAN
1%.
3. FLOOR SLAB& SHALL BE NONITNAL. 4 iN(74ES THICK SCW_'RE F
WITH C ;ONtlWL JOINTS 81;04. -_ED AT INTERVALS NOT '-k
TWAIN 30' -O' IN EACH DI1RELTIONL CON(TR0L JOINTS '-'At
BE OMiTTt� 41�t 6 x 6 •� tLILL1M. !z= ttNFO�L•Y� i5
PiIlCVCW. PNOVIDE 6 :"IIL ;OR AFPPROVEO) VAPOR
BARRWR 4UIT14 b W.-44 LADED JOINNT$. VA--OR BARRIER
MAY m GM"PTT4'.D room DETACHED GARAGES, DRiVE'WAYS,
"AL", PATIOS AND OTHER FL. AT Wv�)R< NOT L1KFil' TO BE
ENC4_06eO APO HEATED AT A FUTURE DATE OR 134 THE
5U1LDNG OFFC4AL. BASED u")N LOCAL SiTE C;k%0t'f0NS.
4. T4E BOTTOM OF ALL FOOTiNGS SHALL EXTEND TO FROST
Lr4E_ FOWDATION WALLS 5"44 -L EXTEND B" CM iNIMUM)
ABOVE FINISH GRRADE ADJACENT TO FO114T>ATION5 AT ALL
Plow. S.
S. PEMMMf seR R4SULATCN ON G.WADE SLAB C_CtLOITIO'N SHALL
BE 1 -I&" X 24' RiGiO AND TO BE INSTALLED BY THE
CONIC:F4gTE ",A►SCdNTRAGTOR
6. PERJMETER FOUNDATION DRAINS 8+4ALL 5E INSTALLED AND
LOCATED AT TWO BUILDER'S DISCRETION ACCORDING TO
LOCAL SITE AND CODE C.GNDMIONS. DRAIN DISCHARGE
SHALL CONFOEM SUTH SITE PLAN
1. CONCRETE A14CUOR BOLTS SHALL BE 1/2" DIAMETER 5OLT5 OR
CODE A F"WV£D Ib GAUGE ZINC COATED CLIPS (5Ti^.cA )
EMBEDDED IN CONCRETE BLOCK OR POURED IN PLACE
C.ONCWTME iLALLS (1" MfNR -UM AT POURED C)NCJeETE WALLS,
IS' MINA"1 M AT C ILL WALLS) SPACED AT 4' -0" OZ.
MAXMI.M AND II• M1AXR"RJM FROM C011ieIERS. .AI'NCH40R STRAPS
MAY SE PROVIDED N LIEU OF BOLTS ABOVE WITH SPACING
AS BY MAY IPACTURER AND ACCEPTED BY LO�.AL
CODE FLOOR PLATED AND SILLS TO BE SHIMMED LEVEL,
USE METAL SHIMS ONLY BELOW ALL BEAMS.
8- WIP PUMP TO BE P4TALLED AS REQUIRED AND LOCATED AT
BUILDER'6 DMSCRETION
S- TOP COURSES OF CMU. FONDATION WALLS SHALL BE
FILLED SOLID, INCLUDING T1E COURSES DIRECTLY BELOW
STEEL BEAMS OR CORBELLED G.M.U.
10. CON4CtZ£TE F011eUDW TO BE ADETOUATELY TIED AND
BRACED. FORMS APE NOT TO 5E STRIPPED, NOR BACIO' LL
PLACED ACGANST THE WALL UNTIL THE WALL HAS
SUFFICIENT 6TW GTW OR µAS BEEN BRACED To F'FP-=VENT
DAMAGE BY THE BACKNI -L.
IL CRAWL SPACES SHALL HAVE A MNI'MtLM1 CLEAR HEIGHT
OF W AND AN AC ZE66 HOLE OF A MiN 'lUM OF le" X 24 ".
r2_ EXTERIOR F0J DATION WALLS OF MASONRY
CONSTRUCTION ENCLO81NCs 5A8EMENT5 SHALL BE
DAi*°P WOFED BY APPLYING NOT LESS TRAIN 3/8 IN'CW OF
PORTLAND CiEi� PARGING TO THE WALL FROM FOOTM6 TNc
FINISH GRADE. THE PAt s*43 SHALL BE COVERED UATH A
GOAT OF AF'PO%DVED BITLfllNOUS MATERIAL. APPLIED AT THE
REC.Cf IE NDED RATE EXTERIOR FOUNDATION WALLS OF
CONCRETE CONSTRUCTION ENCLOSING 5ABEM'tE-NT8 SHALL BI
DAMPPM000FED BY APPLYING A MiNMUM OF ONE COAT OF
APPROVED BITUMNOUJ6 MATERIAL TO THE WALL FROM TkE
FOOTNCs TO t1E FINISH GRADE AT TIE READ RATE -
13. BJIL.DNG FOU NDATIm" ARE DE6IGNED BASED ON AN
A86t1"ED SOIL EWA1R 43 CAPACITY OF 2MO PSF.
ADOMC 14AL EWsN1flING IS Rl=C2l IMMI IF SOL BEARING
CAPACITY IS LESS Tl-" 2000 PSF.
STRUCTURAL NOTES _J
I. RRERIOR PARTITIONS SHALL BE 2 X 4 STUD CONSTRJ TION
WITH L'J• GYPSUM BOARD, LPCE66 OTHERWSE NOTED.
BEAFLM WALLA SHALL HAVE STUD PLACEMENT Ib' Or-
MAXlK t NAM -LOAD BEARING INTERIOR PARTITIONS SHALL
BE 24' OG MA)*lW L MC 46TURE RESSTANT GYPSUM
BOARD 6WALL BE PMYOViDED AT ALL SHOWER AND 15ATW AREAS
VAT14 SMOOTH. HLAMSD AND NON-A D60i ZENT FINISHES.
FNISf4 MATERIAL AND M0187UW RESISTANT GYP8UM1 BOARD
WITNN TFE IM1"EDIATE 6140kER AND I5ATH AREAS SHALL
EXTEND 6' -O' ABOVE FINISH FLOOR-
2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/7"
64"THNra* METAL. LET -N BRACiNGs SHALL BE INSTALLED
PER GONSTi6JCTFON DOCUMENTS AND SHALL BE LET INTO T►4E
TOP' AND BOTTOM PLATES AND THE I NTERV€NING STUDS,
PLACED AT NOT MOM THAN 60' NOR LESS THAN 45' FROM
TIE HORS cWAL AND ATTAOLIED TO THE FRAMING IN
CONFORMANCE IUTH THE MANUFACTURER'S SPECIFICATIONS.
3. ALL BASEMENT INTERIOR BEARING WALLS SHALL 15E
SHEATHED WITH A MN,"JM OF 4/2" GYPSUM BOARD ON ONE
SIDE.
4. THE M1114"JM GRADE AND ALLOWABLE 6TIE56ES FOR
STRUCTURAL MEMBERS ARE:
A STLV6 " SPF STUD GRADE OR !'LETTER �- • 65® PSf
B. J04ST " SYP 4, MG19, 14T1Dmp
(F&F%TFTIVL MEMBER USES)
C LVL LAMINATED BEAMS • 912 1ML'tf
D. TRUSSES (ROOF AN') FLOOR) " AS PER ENGi,4EERMCs
REOLIRIPIEWS
S. DE64l4 LIVE LOADS ARE:
BALCONIES (EXTERIOR) 6Q 1 Be/SF
DECKS
GARAGES (PASSENGsER CARS ONLY)
ATTiQ6 (NO STOWAGE WiTH ROOF SLOPE
NOT STIEETPER THAN 3 IN 12) J0 Lg5/5F
1. LOT SHALL BE PROADW WTH ADEOUATE P4GISiTIVE Att b (LIMITED ATTIC STORAGE) 2Q> Lt3SISF
DRA'.NA15 AWAY F1MaCXI, FOUNDATION WALLS OWELLIMG WITS (EXCEPT SLEEPING Rooms) 4„;r •" L85'3F
2- C.OM:.RETE WORK L 44AW THE FOLLOU*rs Ofvc ao SLEE"1 M OOMiIS
OMPI4E864'1 S-faM N AT- 244 DAYS PS4.
A. SASSErIVNIT ISLALLS AND, faMATiON NOT EM'OSEE0 STA!RG
TO THE WEATHER r -- L - (p . OF%NW S DETWIUN GARAGE AND RESIDENCE SHALL 15E
5. BASEMEiVT SLA" AND iNLTERiOR SLAB$ 04 Eaulf ED OATH SOLD WOOD OR 2v MMiNM T= FIFE RATED
GRADE, E)v_- 4k4lft4aE FLOOR SL.A06 ---- -- 25dW PSt Z INSULATED HOLLOW METAL DOORS NOT LESS THAN 1 -3.+5"
C. 5ASEMENT iL/,AI.LS, POUJFNDATION WAIL ISt I GR. TtN1O AT'.THOt4tLF1!�M�!�,gN" ED it�tGA'E SELF - ILL iOT
WALLS AND OT4M VeRTWAL. COliG7fit"TE WORBC NOT M�GX. RED 8 . Ga7J£ AND WELL NOT
EXPOSED TO TWE n,F.,A"ft :�_-�= 1- T94E GARAGE 9 4ALL 15E COMPLETELY SEPARATF-.;l FRA:)M THE
D. POFK-4E5: CARPORT $LAOS AND STEPS EAbOSW ASSC704CE AWp ATTIC ApeEAS BY (PLAYER 1/2" GYPSLr! Bomz,_ -)
TO T4$ UJEATNEIR AND tar 939 pi:OOK.6LAEi8 .P,Z�. APPLiEDTO G14RA4E &VE. ;1
A'1
n. AL- TIM*S s ARE sT r ~< a AND C£MRTI=Wl) 134 A
q*GfSTEFED ENGINEER ND'*T' E'' To--! !- 4N,LFACTJR£R
Mt4r,UM4IFEQUWI NTS.
u. ALL LL!'MER 114 Cf.JNTA ;T wl!Tr4 CON)S"v -TE 414D,'OR I E39 THAN
g" FROM GfeADE 16 TO BE f'RE - TW-ATIED
(t OLM"ANIZED).
IC%` T.4-= FOL,L.OUW.. Fi_OOR 5Y6TEM.5 • .RE OFr-ERELi, R. R
TO DRiAtiNN's5 AND,-O:' Ci:5T0"!EQ S=_LECTi0N 64EE' r•OR
5U>3rLOOR MATERIAL.
A. 3/4' TONAZ AND GROF_ °LylooOD OR 053 (GG?IENTEZD
S1Rv.411c BOARD), GLUED AND NAILED CN 2x4
F % jGt)4EERW, WGOTJ' = :.'CO'R T1R 55ES • 24' O.0
i', PRO ✓iDE 2x6 5TR01*►' e5ACK3 = 3 LOCATED ON FRA ING
PL_ ANS.
12 NO CU'T ?N�, NOTCHING OR i•'COF!C --iON 51444 -L BE
MADE TO ANY TRUSSES WIT++OUT T-E APFI,�OVAL_ OF
AR - 441TEG'4'RAL SERVICES.
3, FIR£STOPPI.NG SHALL BE PWJv1DED TO CUT OFF ALL
CONCEALED DRAFT OPENINGS (50TH+ VER'T ICCAL AND
WOR1ZONTAL) AND TO FORM AN EFFECTIVE FIRE BA>,RRJ£R
BETWEEN STORIES, AND BETWEEN ATOP STORY AND THE ROOF
SPACE. FIi2£STOFIPING SHALL BE PROVIDED IN THE
FC.YLLOW'Ni LGCATfONS-
A. IN C,0twLEA,-ED SPACES OF STUD WA: -L5 AND
PARTITIONS fNCLUDIP4G glr'2D SPACES. AT T.E CiILitiG
AT FLOOR LE VEL
5. AT ALL NTERU)N NECTICNS BETWEEN COP -EALED
VERTICAL. AND HC7RIZONTAL SPACES NJC44 AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC .t
C. iN COW- -EALED SPACES BETWEEN STAIR S'.•RfNGERS AT
THE TOP AND 5070M OF Tt4E P-Nt
D. AT OPEN11435 AR3� VSNT, PIPES, DUCTS, CHIMNEYS
AND FIREPLACES AT CEiLtW-s AND FLOOR LEVEL, WITH
NONC47,'f5U9T15L£ MATERIALS,
EXCEPT AS PROVIDED IN !TEM D A50'r, FIR?E5TOPPIN65
SHALL CONSIST OF TWO It," NOMiNAL- LUMBER OR TWO
THICKNESSES OF ONE iNGI4 NO"!NAL LUMBER L'LTH BROKEN
LAP JOINTS. T+4E fNTEGRi';Y OF ALL FiFESTOPS SHALL BE
MAINTAINED
14. DRAFTSTOPPW -s SHALL BE PROVIDED IN ALL FLOOR -
C:EiLING ASSEMBLIES LlvDER TH=_ FOLLOWING
CtRG4lMSTAVCES:
A. CEILING IS SU5PE`iDED LNDER Tti€ FLOOR FiRAMfWal
B. FLOOR FRA" iW3 15 CONSTR1 CT£D O9 TRU - TYPE OR
OPEN UE3 PERFORATED t- iEM1g�RS.
IN FLOoR,GEfLtNG AP+SE_^15LIE6 WHERE TH4E AREA 16
GREATER THAN 12+00 50,;ARE FEET, THE SPACE BETWEEN T:E
CEILING Mi:T►5 AND FLOOD SHALL BE DIVIDED INTO
TWO OR MORE APPROXIMATELY EQUAL AREAS WITH NO AREA
CsREATER THAN 1000 $ECLAIR£ FEET. DRAFTSTOPPING SHALL
BE PROVIDED PARALLEL TO THE MAIN FfRA"1IW_s MEMBERS.
OR,4FTSTCPPW_s MATERIALS SHALL M NOT LESS THAN M
INCH GYPSUM (BOARD, 3/8 INCH PLYWOOD, 318 INCH I TPE 2-
M-W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEC; JAT£LY SUF'PORTED. THE IN' ScE ;Rt-TY GF ALL
DRAFTSTOPS SHALL BE MAINTAINED-
15. ALL rlUi -TIPLE 2 X }EADER5 AID MULTIPLE LVL BEA:15
TO 15£ FASTENED TOGETHER AT TOP AND BOTTOM INTO EACH
ADJACENT MEMBER WiTH (MINIMUM) TWO ROWS OF I6D NAILS
• 12 NC 44 O.G.
Ib, ALL BEAMS WITH FLITCH PLATES ARE TO BE BOLTED
TOGETHER WITH V2 INCH DIAMETER BOLTS AT 12 INCH
O.C. STAGGERED TOP AND BOTTOM WITH TWO BOLTS AT EACH
END UNLESS OTHERWISE NOTED.
11. NOTCHES IN BEARJNCs WALL STUDS SHALL NOT EXCEED
25% OF THE STUD WIDTH AND NO HOLES ARE TO 13E BORED
GREATER THAN 49M OF THE STUD WIDTH.
16. NO HOLES OR NOTCHES ARE ALLOWED IN BEAMS
WITHOUT THE APPROVAL OF ARSAITECTURAL SERVICES.
f3 TYPICAL ROOF CONSTRUCTION f5 TO 13E 1/16 INCH
ROOF SHEATHING (A.' FRiCAN PLYWOOD AL9SOCiATED RATED)
WrTH 150 FELT AND C4111'OSITION W-,X)F SHINGLES.
20, 13ALLOON FRAt'iW -- SPECIFiC4T40N5:
A• ') 5CAihAliB
m
SIZE, Si"ECIES 4 "SPACING
MAXIMUM STUD HEIGHT
(1) 2 X 4 !2 • Ib" ac._
(1) 2 X 4 gt V2 • 12" O,C_
11" -10 1/4" _
(2) 2 X 4 5F°F �1 • Ib�OZ. - --
- 13' -1' -
(2) 2 X 4 SPF 01 • 12' O.C�
14' -11 1/4" - - - -_-
(3) 2 X 4 SPF 02 16. OC._
151-6 5/8" -A
(3) 2 X A SPF 62 . 12" D..^. i
' -f
R• ? X h ajAL -L_5
54Z£, SPECi 5 4 SPACIM46
MAXIM" STUD HEIGHT
(1) 2 X 6 5YP 4 • 16" O.C.
19' -6"
(1) 2 X 6 SYP 01 • 12" O.0
21' -5 1/4"
(U 2 X b SYP "I • I6" OL.-
19' -1 3/4"
(I) X 6 S ' • :2`
21. STEEL LINTELS SUPP0RTIWj MASONRY VENEER ARE AS
rN I nl.!A.
LINTEL SCHEDULE -_ -_ --
------- HEIGHT OF VENEER
V_ -
1} O -.. E .-
..
t
a
2 CONTRACTORS 644AA- PLATES AND
FL ANGEJA BS
GREATER
MAX
CEILING, AND ALLWiNDOW � LOOR
PRIOR TO AND DURING EfECTZN.
>L Sol
TWAN
3. ALL SHEATHING PENETRATIOt46 DURIW-s CONSTRUCTION SHALL 13E PATCHED
AND REPAitED ACCORDihKs TO MA F-AG"TUREWS SPECIFICATIONS.
SPAN
O"
I6i
24"
32'
WAN/2
G
3' to 6'
1_35x35x
/_ 35x3 -- x
'' �/ 3�S_x3Sx
3Sx325x
Z 3 -SX35x
3•
f
_D25
�?`- --
_ 0.3
625
D25
/-4x3-5x
LSx3.5x
--
T 3<
-.__
aa` -II'
L3Sx35x
-3Sx3Sx
L31x3Sx
O. -8
025
02S
®3125
_
I6' -tt"
/m
_029
Lc� 5
L� 5
Lm 5
L40s
4•
Nis
i ?s'
22. AS REGLJIRED 5Y LOCAL COPE, (BRICK VENEER (WHETS
INDICATED ON PLANS) TO HAVE 22 GAUGE (MINIMUM)
CofaRLGATED, GALVANIZED STEEL- WALL TiES AT W ANGH
OG. HOf@LZCNTAL AND 24 I,*- -H Oa VERTICAL. PROVIDE
,-OMNTiNLJOUS BASE FLA54%4 UXT44 WEEP HOLES AT 4'0*
OC. MAXIMRiM,
23. ALL 6TF?.JCTURAL STEEL 5,4ALL CONFORM TO ASTM
IFICAVON A3b. PIFE CCOLLLP" AN0 MBASE/CAP PLATES
SMALL C DNF••OR'"1 TO A.511-1 SPECFICATIONS A60 AND A53,
24. ALL WC30D COt_V -fI,* TO 5` ANC'4OR�ED TO CONCRETE
W'TH META. 5TANDC'F4-. ALL STEEL SURFACES OF STEEL
srt21.0 NS SHALL BE SHOP COATED OF "T- fP"BlTl,IE
I•AINT OR E'-.4JIvALETNT_
-- MECHANICAL AND
PLUMBING NOTES
1. Al.i.. M'IEG4-AAINICAL, ELECTV2CAL rANC7 PLL#$ING UIOR( SHALL
COMiPLY WITH STATE AND NATIONAL CODES, AS WELL AS,
LOCAL GOVERNW_s CODES AND /OR ORDNANCE&
2. ALL PIPES, DUCTS, VENTS, UAPJW. s AND CHAS -_o dN4lCH
PENETRATE CEILINGS, DIRECTLY BELOW T}ZM OR ROOF
ASS!" M_!E5 SHALL BE FIRESTOF"PED:
3. ALL E)( AL*T FANS S44ALiL 5E VENTED TO OUTSIDE AIR
(EXCEPT) 4°ANCsE TOP.
4. BATI.4R Ot SS WITHOUT WiNDOiLS SHALL 44AVE AN Af"WVEC
MECHANICAL. VE34TiLAT10N SYSTEM CAPABLE OP PRl,XJ°,JG!NG A
C:4-A OF AIR EVERT•" TUELV'E MfNiLTES. BATHROOM
EXHAUSTS 8ti4ALL BE VENTED DIRECTLY TO THE OUTSIDE.
5. ATTIC VENTILATION: THE NET FREE VENTILATING AIMS
SHALL Be NOT LESS TH,c,Mt I TO Me OF THE AREA OF T44E
SPACE VENTILATED EXCEPT THAT THE AREA MAY 56 1 TO
300, PROVIDED AT LEAST 50 PERCENT OF THE RECURED
VENTILATING AREA iS F"OADED i5Y VENTILATORS LOCATED
IN T44E UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST THREE FEET A50'VE SAVE OR CORNICE VENTS UT+4
THE BALANCE OF THE REGiWRED VENTILATION PROVIDED 113Y
EAVE OR CORNICE VENTS. THE NET FREE CRO66-
V£NTIL.ATION AREA MAT BE NOT LESS THAN 1 TO 3" OR
T44E AREA OF TAE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING i
PERM 18 INSTALLED ON THE WARM SIDE OF TWH C"EILNG.
AIR INFILTRATION NOTES
1. CONTRACTOR SHALL INSTALL FIHEW -A.A66 SILL aEALER
BETWEEN ALL SILL PLATES AJIV TOP OF FOJ DATION WALL.
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2 CONTRACTORS 644AA- PLATES AND
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CEILING, AND ALLWiNDOW � LOOR
PRIOR TO AND DURING EfECTZN.
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3. ALL SHEATHING PENETRATIOt46 DURIW-s CONSTRUCTION SHALL 13E PATCHED
AND REPAitED ACCORDihKs TO MA F-AG"TUREWS SPECIFICATIONS.
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INSULATION NOTES
L T4E FOLLOWING INFORM9ATiON DES
ATfON P ' C4CAC� iN84J'LATFON (.OM4TRACTORib
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£NEE I CONVSRS A+ .a N
ARE H4EREDY REC.IUAED TO DID AND INSTALL IN31JLATiON 5Y 5 l .
THIS $04EDULE UNLESS MSTFIICTE. D PN MTW-x BY
RYLAPID TO DO OTHERWISE.
2. CEILINGS - R -36 BLOWN WOOL OR FIBERGLASS.
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3. CATHEDRAL- CEILINGS - R -30 DATR tN18ULATiCN UJMTH KRAFT' � a,,. � '.
FACE VAPOR BARRIER DUWNi
4. EXTERIOR WALLS - R -13 BATT INSULATION WITH KRAFT ! ;
FACE VAPOR BARRIER TO INSIDE.
B_ EXTERIOR BASEMENT EXPOSED FOUNDATION WALL'S - RIC.
b. FLOORS AT OVERWANaS - R -15 DATT INSULATiON UTN
KRAFT FACE VAPOR BARREN! UP-
FLOORS OF AABITABL-E SPACE OVER GARAGE AND CRA UL
SPACE - R -30 15ATT INSULATION WITH KRAFT FACE VAPOR r, �
BARRIER TO INSIDE_ w r.
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ELECTRICAL NOTES
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L NATIONAL ELECTRICAL. CODE. ALL MATEMAL AND EWIPME NTT *4ALL- BEAR. `�
THE LABEL OR APPROVAL OF THE a CeRILIRMTM,LA0ORATQiWft, W. z;
2_ ELECTRICAL CONTRACTOR 844A LL, BEFOiE CONSTRUCTION, VERVl
SPACE RE41LUR D FOR METER NSTALLATIGW AND SHALL NOTIFY
GENERAL GGNTTiACTOR AND ALE: J4iTECT OF AI4Y PROEILfr
3. NO POIKT ALONG FLOOR Li►E MEASURED HORLZO►NTALLY tt'
SHALL BE MORE THAN 6' -0" F1aOM} A RECEPTACLE OUTLET.
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES Vii£ fi r
UTH MAA FACTUIICR'S 6PECEICATiON8. '
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5. COtOUND FAULT INTERCEPTERS 844ALL be PRaA'.lED AT ALL
15ATWRC CMt OUTLETS PER THE NATIONAL ELECTRICAL. CODE.
6. ALL SWITCHES TO BE 4' -b" ABOVE FINISH FLOOR TO 1
CENTER LINE OF SWfTCH UNLESS OTHE1eL,tl1SE NOTED. ,
t. L CONVENIENCE OUTLETS ARE 4' -0' ABOVE FINISH FLOOR
)� TO GETTER LINE OF OUTLET UNLESS OTH4ERt #W NOTED. "
CONV£Nle 1M
ICE OUTLETS TH 9iWTCWES TO OE 50TC44ED
ttTOP ONLY.
'3. ALL EXTERIOR WALL 5R O<ET NXTURES TO BE 6'-0' ABOVE
FINISH FLOOR TO CENTER LINE OF FIXTURE.
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INDIANAPOLIS NOTES
1. MONARCH SPECIFICATIONS: EXTERIOR WOOD TRIM S NOT PER PRINT. N A"1 r tt
EFFORT TO PROVIDE A LOWER MANTEKAWZ EXTER'OR WOOD TMM 16 USA
Ot,LY Ai IOUND GA1AAGE DOO'RS, FRONT DOOMS, AND FRONT PORCWS >- ,
2. PREMIER (WIGH4- SUING) SPECIFICATION& (INCLlVI'4Cs BRADLEY, MR1APQ!{ GOD, r '
CAR-f6LE" GENEVA, HAKI -TON, MANCHESTER P°RREST+4ICLt, AND 4LE6TO4)
EXTEIfoR WOOD TRIM IS NOT PER YRJNT. ALL aIOOQ FASCIA ARCEIVES WC.,OD
SOFFIT. ONLY i`RONT- L=ACING LLIOOp TRIM iS STAMpARU. SiL`rs AND WAR TRIM'
16 A..WV4JM OR VINYL WRAPPED. (WOOD T#94H AT SIPES As REAR iS
AVAILA5LE AS AN
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