HomeMy WebLinkAboutRye Brook Estates Units ABCD Planshk
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�PART III: EXECUTION
MING PRA
-15FO CTCES,
1. WOROOkSH 0 MEMBERS, SMALL
I 'BARS1 ,ASTM.A61 S GNAX Go. BINDING
I �AL L
-OF
ALL BAAS SMALL BE DONE IN THE FABRICATION
SHALL .81 ANCHORED 011 REINFORCED BY FOLLOWING
BRA OO T . CEO SO 'AS, TOIDEVEL hlf,-�:
SHOP. 4N ACCORDANCE U I TN APPROVE D SHOP
N I G-1 0 1 T -Y. NE STRENGTH AND CESi
POSES WH M HEY"ARE,MSED, 160 I T
PARMETHODS :
ICAtIO.N GOVERNII
GENERAL COND I T I ONS:
FOLLOWING
DOW -1 WELDED ME FA0RtC SMALL
CONIF ORM TO ASTM AIDS.
1. INTERIOR NONLOAD-GEARING -WALLS TO BE REIN
NPLYWOOO: ALL PLYWOOD SHALL 81,
MANUFACTUR ED AND GRADED IN ACCORDANCE WITH "PRODUCT
RS' -OF ION, Gjw
BEANSAND GUIDE .�,TNE,:,EIM BI,
R. CAN
# - I FIED RE IN.: A04E I
Mel FICAT IONS: AS S ,EC
D SHALL COMPLY WITH THE
,
OETAILI.N6. �FADIRICATING AND PLACING OF
TION, AT'VERTICAL INTERVALS
STANDARD PSI -74 FOR SOFT PLYWOOD - CONSTRUCTI(IN AND.
I RS SUPPORTED ON HASOMY Oft CONCRETE SHALL'
TV OF, HEATING, RE F1 I GE PAT I MG X CON-
DRAWINGS.
'GENERAL
ItINFOACEMENTsHALL BE, IN -ACCORDANCE WITH
-Of NOTMORE THAN IGO
INDUSTRIAL. EACH PLrd= SHEET SMALL BEAM THE "APA".
HAVt OT LESS THAN 4 INCHES OF� I BEAR 1.14 -ALL
OITIO4196 f INEERS, (ANK) WJMMK OF N6
CLUDED UNDER
AKES PRECEDENCE OVER THE
ACU 115 "POINUAL OF. STANDARD PRACTICE FOR
2. AT INTERSECTIONS. LOAD-BEARING WALLS AND
GRADE TRADER=.
WOOD I 0AVE
BEAMS ON ' 140i SUPPORTED ',,011 MAL
I
REMAININQ.-SPE--FICATIONS AND DRAWINGS
DETAILING RE I NFOPCED' CONCRETE, STRUCTURES.
PARTITIONS SHALL BE ANCHORED TOGETHER WITH
FULL KARI N6 AM BEARING SHALL I of COMPRISED . . . . . .
C. A .
FMIW SUPPORT AND,ALL RIEQUINED
E DDED IN HORIZONTAL
IN'ROOF TRUSSES:
I D SUPPOl A -BUILT-UP SUP
Rns .
I li AM.,
I" I �
-ACCESSORIES INACCOMOVINCE WI1% CASI
MORTAR JOINTS AT VERTICAL SPACING 140T TO
-E
NEER TRUSSES IN ACCOOOW
.
PONT. IN AN APPROVED MAIMIR U11-
PART I 1: PRODUCTS & EXECUTION
11-1
TION:
OF D DITIONS.
STANDARDS.
EXCEED 320, WITH THE END MOM 'PROJECTING
WITH APPLICABLEPIGULATIONS AND LOADi
ICONSTPUCTED
T
LESS 0 HEVISE SPECIFIED ON ft,
SWIM.
TENIOR FINISH AND:,NWING-'S"ALL MEET ALL KOUIK-
ON-SITE VERIFICATION ALL
-HIS E D
�3.' ALL RE tOWORC 1 016 BARS WHICH INTERCEPT
BEDE 02 JOINTS FILLED
AM AND CEILIWG FRAMING.
MENT S, OF 0. C. A., CODES AND STATE AND LOCAL C S.
TAKE PRECEDENCE
PERPENDICULAR ELEMENTS SMALL TERMINATE IN
W I TH
2. MANUFACTURER TO SUPPLY SHOP DRAWINGS -1011
A. 11FRAMING) RAFTERS SHl St FRAMED DIRECTLY.
:9
PROW ISE
WHEN, IN THE OPINION OF THE CONTRACTOR A
HOOKS PLACED TWO 12) I.IiCHES CLEAN - FROM
ARCHITECT'S REVIEW OFARCHITICTURAL CON.�
OPPOSITE- EACH'OTMER AT THE AID"- RE
100161 L PER 00 I NSULAT ION:: INSTALLER ARE TO. .
TLY REFORT IN T IT
R
OUTIR,FACE OF ELEMENT.,
MBEARING: PROVIDE SO OF SOLID MASONRY UNDER MEANING
FIGURATION.
SMALL Of A.,',RI,DGE 9OAAO,AT LEAST 2 INCHES
A C104 I CATI OF INSTALLATION AND POT in TNE
F
H THE WORK.
4. THE CONTRACTOR* SHALL NOTIFY THE BUILDING
AREAS. BELOW GRACE AND AS INDICATED.
INAL,TNIONESS AT S AN 11l
ALL *10"' :A
I A,� CONSP I C1100, LOW
'OFFICIAL AT OUS
3. SHOP TRUSS TO K STAMPEO BY A
Mal NGS
LESS IN TIN THAN YHE �CUT END T* W;..
RDI
THE CONTRACTORS.SHALL COMPARE AND COORDINATE ALL
PRIOR TO. 1ACM CONCRETE POUR. 100 CONCRETE
.; I IOWTAil JOINT TO K: 60ILeA4
.
-of?
TER.
IN FLASHING
NALL LASHING:. COUNT AND COOING W"
PECIF-ICA-TIONS*: WHEN IN THE OPINION OF'
SMALL K,PLACED UNTIL ALL REINFORCING HAS
OF " TAL,SHALL M0 NOT LESS MAN 00. 26 U S
T R S. HE SHALL
FOR PROPER
BEEN INSTALLED,-BY'THE CONTRACTOR 'AMC IN-
:151KINFOPCEMENT IN MASONRY WILL BE AS FOLLOWS:
PART III: EXECUTION
�N I
,6A0K CONSION41ESISTNff OCTAL
L HITECT
E PROCEEDING WITH THE WORK.
SORTED BY THE BUILDING OFFICIAL.
I . WHERE INDICATED ON DRAW114GS
JDAWHORS W F ING S H
RAFTEW�TJES RAFTER TIES SMAi Of SPACED
LASHING.
R FOR REINFORCING STEEL
2. FIRST AND SECOND BED JOINTS IPKDIATELY -ABOVE
SHNN 00 DRAWINGS.Oft SPECIFIEDi THE FOLLOWING
NOT MORE - THAN 4 FEET ON CENTER.
OMISSIONS:,
APPLY
SMALL BE AS FOLLOWS:
W
REQUIREMENTS SMALL GOVERN,.*
C.. (PIURLINS) PURL INS TO SUPPORT POOFAOADS
AN, Mi COUNTEWLASH AT ALL ROOF TO WALL
GENERAL li AND TYPIC
1. THE THROUGHOUT THE 30 8 UNLESS OTHERWISE INDICATED.
A. FOOTINGS - 30
IDIATELY BELOW TOP
'TINDER CONNECTOR (SPLIT RING. SHEAR PL ATE,
MAY BE INSTALLED.T0 REDUCE THE SPAN OF
IONDITIONS. 6.1, FLASH AND CAUL K iM KAM
2. IN THE EVE _ NT CERTAIN FEATURES OF THE CONSTRUCTION
0
8. BEAMS 011. COLUMNS 2
OF MAL L
—NATIONAL DES GN SPECIFICATIONS
SPIKE GRIN: I
RAFTERS WITHIN ALLOWAIRLE LIMITS AND SHALL
AND OUTLOMRSPNOACT ING T*MMM EXTERIOR
ARE NOT FULLY,SHOWN ON THE DRAWINGS, THE
E
C. SLAB 3/40
4. INTERUP
FOR STRESS GRADE LUMBER ANDI TS,FASTENINGS
OR RUTS 10,11AR1110i WALLS
WALLS Olt ROOF j�SUOWACES.
I , .
01.,WALLS 11' AT INTENION FACE: I' AT
S. REINFORCEMENT SHALL Of CONTINUOUS EVERY OTHER
AND TIMBER CONSTRUCTION MANUAL ,SNALL APPLY'FOA
THE., MAX INUIR SPAN OF 2 - INCOO IT 4-INC0
2. FLASH ALL EXTERIOR GKNINU WITH APPACKO
MANUIFACTURER'S AND FAeRICATOR'S.PROOUCTS:
EXTERION FACE.
COME, EXCEPT AS SPECIFIIED.
PURL INS, SHALL BE 4 FEET. THE
WATERPROOFING, WNCIO- CONFOW TO STAMM OF
STRICTLY
6. REINFORCEMENT SHALL K LAPPED MINIMUIM Go AT
A. ANCHOR BOLTS S-NINIMP AND DEPTH OF NOT
OF,, TK, 2 -INCH BY 6 -INCH PURLM.SHALL BE
LOCAL STATE CUES.
LING OF PRODUCTS MUST ISE
PART I 1.1
SPLICES
6 FEET BUT IN NO CASE SMALL TIME: PURIL IN K
BD
-EXECUTION
dPMT 1W SHOWN ON THE SECTIONS UNLESS
7. RE INFORCEMENT. SMALL BE PREFABRICATED UNITS
ONRETE OR 156'100
SMALL I R' THAN: THE SUPPORTM'WER.: STRUTS
DA B
OTHTHERMISE NOTED, FOOTINGS SMALL BEAR A MINIMUM
FOR COMERS AND WALL INTERSECTIONS,
GROUTED MASONRY UNIT'S.
.
a THAN 2_1, 'SHALL BE NOT SMILE NCH BY -4410M
.
T
OF 1j_6,:KLOW FI-NISMED GRADE. WHERE REQUIRED
3. BOLTS 114 WOOD FRAMING:
-LENGTH r OF,
,AEMSERS. THU409RACEID STRUTS
NSIDING
R IFIED SHALL BE SUBMITTED TO THE
FOR
STEO Fool TO PATIO OF 2 HUI ZdNTAL TO I
N ANCHOR BOLTS TO BE 14 I GRU
A. ALL BOLTS INVOOO FRAMING SHALL K:STANOAR0
-'SMALL NOTAICEED 8 FEET,"AND THE MINIMUM
ARI ECKING IS ONLY
CONFORMANCE WL ITH THE DES.IGN CONCEPT OF THE PROJECT
: 1
VERTICAL.
MASONRY UNITS. 12" FROM CORNERS AND INTERVALS OF
MA IT MEABLE 1900
SLOPE OF.THE,STRUTS SHAU RE NOT L ES THAN
I Horizontal,siding shall conform�
LIANCE WITH THE INFORMATION GIVEN
140T MORE THAN d'-00. A MINIMUM OF TWO BOLTS PER
WASHERS 01 STEEL PLATE WASHERS.
ASO FROM HE HORIZONTAL.'
to manufactures. specifications.
THE PLANS AND
MIOMERE CONDITIONS DEVIELOP* REQUIRING CHANGES IN
PLATE.
B. STEEL PLATE WASHERSIM SMAILL K AS
D.-,:(BLOCK'l NG) RAFTERS �RM, THAN 8 INCHES IN
SUBJECT To T?w;- fEOUIREMENTS OF
THE CONTRACTOR IS RESPONSIBLE FOR
FOOTINGS EXCJWATIONS,,SUCM CHANGES SMALL K HADE
FOLLOWS:
DEPTH SHALL BE:SUPPOOITED LATERALLY AT, TME
r to be selected
ED
AS DIRECTED BY TWE'AACNITECT.
1. 112" APO S/80 DIAMETER BOLTS 2
ENDS ANDIA , T EACH SUPPORT BY. SOLIO"BILOCK
by architect.
; FABRICATIO
TECHNIQUES OFCONSTRUCTION
tlt`�NOT:LtSS��TMAN 2: INCHES IN THICKNESS
WORK
MKL FOOTING EXCAVA SMALL BEINSPECTED BY
dill
MR SCOW I
D: TH FULL DEPTH OF
AN HERAFTER UNLESS,
SATIF ANCE OF. H15 WORK.
1�110115,
THE BUILDING, OFF AL PRIOR TO -Il PLACING OF
S/ 16".
'WILLED
AKED TO k"EADER., 941119 Got'' it 114 MST 00
AM CONCRETE', THE BUILDING OFFICIAL SMALL BE
C. EA04 BOLT HOLE IN W060 SHALL. 91 1/160
lro:,�, STUD.
BITTALS LIST:
GIV [N NOTICE FOR THIS OBSERVATION.
PART 1:, GENIFAL
LARGER THAN DIAMETER Of BIOLT.
'ADJOININGG
VLL FRAAI.
R TYPICAL KTAIL.
'A..�
ON AND REPORT: �ALL I ART14 - WON
@STRUCTURAL STEEL SHALL CONFORM TO ASTH A-36. STEEL
4. LAG BOLTS.
HEAK15 Oft LINTELS SMALL HAVIE
USS'THANJIll INCH'SOLID:181ARINGAT [ACH
COWACTION AND SUKRVISION HALL BE DONE PE R
FOR PIPE COLUMNS
*A HEADED AND OF STRUCTURAL GRADE
A. S14AL L BE S4L
SS OTM[RL END TO THE FLOOR :OR BOTTOM PLATE UNLE
811TIEPION FINISNES
AND
xc,7.ftNOTIOM OF SOIL INVESTIGATION REPORT.
AND WILDABILITY TO ASTM,SPEC A-SOO. 'ALL STRUCTURAL
STEEL.
Apom
ko"IFRAMING M1E70O0%,O11.JOI*T DEVICES All*
:1. 04613TUWAAMIE It: POW I Of ONE LATER IS POUND
3. ALL MA S MUST BE PROVI-DED
IN STRICT CONFORrANCE WITH ALL
CONCRETE SLAB AND FOOTING CALCULATIOM ARE
STEEL SMALL.01 DETAILED ACCORDING'TO "AISC" SPECS
B. WASHERS SMALL Of PL M UNDER THE HEAD' OF LAG
AC
SEE PLAN F olt SIZE.
ASPl SATUAATEO NINIONON IM 2 ALL EXTIER1111
INSTALLED
MANU IONS. IF THERE ARE ANY
BASED ON A 3000 PSiUE. IF 016 -SITE TEST
AND DETAILING STANDARDS. ALL STRUCTURAL STEEL SMALL
BOLTS BEARING (M WOOD.
:U`SW
NG AND NOTCHING) IN 0 ERIOR, WALL$ AM.'
-FELT
F111100tS. NLESS SHEATHING, PINIKS PROTECTION.,
C
901kgS INDICATE LESSIR VALUES NOTIFY THE
MAIM AT LEAST ONE COAT OF SHP PRIMER. -
A. BUILT-UP BEAMS an Jol 'FORMED BY A MR T I PLE
CUT BEARING� PARTITIONS,, AM 000 STUD, MAY �K
2. ALLIKAINIS WILL K' WPA1PKD IN 10 -IS SWIL0,11106
B DIATELY AN . R
: I
ARCH I TECT SO, THAT NECESSARY STFIKTUJIAL M10DIF I
CATIONS CAN BE MME.
@PNOVIDE BASE PLATE FOR ALL STRUCTUNAL STEEL KARS
OF 21 -MEMBERS SMALL BE, CONNECTED AS: FOLLOWS:
Oft NOTCHED O A. DEPTH NOT EXCEIDINtl5t,-OF
TO TERIALS AND
STANDARD ANGLE ANCHORS BEARING 0111111OLSONRY. PROVIDE
I . MEMBERS. 9-1/40 AM:LESS In DtPTN,. MAIL
I TS'W I OTH. CUTTI RG ON NOTCHING: OF STM TO, A
, H NOT GREATER THE ji
THAN OF Or
TH ALL
APPLICABLE CODES AND REGULATIONS.
6" ON GRADE SHALL Of 4& THICK REINFORCED WITH
AND INSERTS, TIES, CLIPS. NC -ST
MOR MAPS, HANGERS.
WITH TWO RCUS OF 20d,XAILS AT 320 D.C.
'k
STUD 15 PIENMITTED IN N M'Aftlit PAPTITrIONS
ITI40 SHIIN1L[S,
6 X 6 AND SMALL K PLACED ON re 11i
BOLTS AND, OTHER MONM AND FASTENING DEVICES AS
STAGGERED.
HAN
SUPPORTING NO LOADS OT"m T OF
A SMINlSMALL Of APPL I I a to SOLID''
r I
Iftf
DELIVERY AND STORAGE:'
,
VAPOR Il I It ON GRAVEL. ORIT VAPOR SAMIEN AND
MAY K, REQUIRED.
MULTIPLE IX'S, THM-SOLT-MIN 1/2" DIAMETER
THE PARTITION. WHEN STVID IS.CUT. 00,:$MO 101
-�CDMP1011
'SHEATHING- AS:SPECIFIE9 IN, (MOF SHEATHING) OF'.-.,
..lill i I
"r
�SHALL B
B,
GRAVEL AT: GAUGE SLAB�
PART OMITTED
M.B. AT 240 STAGGERED. I
EXCESS- OFJME ABOVE. IT SNkL',K INEIMFORCID
THESE. GENE, NOTES AS APPROVE 0 BY THE Ill
RAL,
F I
�JOB SIT
WIREPLACE. FOOTING SMALL PDXCT 6",ALL AROUND`
TO A LOAD �. CAPAC I TV OF A STVO.�W#Oi. MEETS
INS',.OFFICIAL
XP THE SITE ANDIREPL
R
AND -SHALL DE I '_OOL THICK, REINFORCED WJTM'4 04
PART Ill: EXECUTION
V, PACKAGES OF, I Coll M�I T ION SHINGLES SMALL -THE
Elmo,
NTILATED PROPR HE MATERIAL
LONG WAY..,6-04 SHOT WAY.: 1-04 IBM AT
VNEW BOLTS HAVE TURNED INDS, AM SMALL EXTEND-
-C. (BoREb.M0LtS),A lWf.IW GREATER I
APPROVE LAOORAT
LADECOF,�Alll TESTIOW -offy
STORED.,
EACH C ORNER: Of F I REPLACE FULL HEIGHT. GROUT VOIDS
A MINIMUM OF INTO CONC
-RETE. CONCRETE MASONRY AND
410% or HE 5TUD 14AY BE SM. 0 Uff�
_THAW - - - . .
A - SEXY M Fol THE -INSPECTION OF MATERIAL:AM:
ACTURE.
CONTAINING RE INFORCEMINT.
UNITMASONV.
11 I
WOW STUD BORED 1OOLES ADT"GREAT01;1MAlt Ili*
.1
FASTE 1 SHINGLES SMALL BE ACCORDING
C., ION
MkAB ON 9M AT PSKKS:SML K 4* THICK.
&LINTELS: END-KARING'SMALL BE MINIMUM ONE I RICH PER
HE WtOTH_Of THE STUD ARE"PERMITTED 10
RE
WIRE N,�SL,PQJNTED JNSTj?jjC
jol',Rftl "T I (MI
r ON
FOOT OF SPOM WI IN A MINIMUM GEMI14G OF 4S LINTELS
RNAILING SCHEDULE- RECOMMENDED MAILING PROCEDURE AND
AR] NG PARTITIONS 011111111AM:11''
C -STUD' I'S,DOUKED P �10 H BORIED IM -0 NOT �,MM.
�'LESS:.-TW-20"' �MIK COOMI--
AT I
SHALL K SIT WITH CLEARANICEOF V ABOVE NEAD,FRAM1 .
NNG MPL ITH CODE. LATEST EDITION'
BTION,5011111ill
TWA TWO SUCH SUCCESS I VIE DOUSLED�, AIK,
ROVS; SMiAVI, AN 1 OF ,
.0006100"
I ANCHOR 4OLTS TO BE SO DIAMETER AND NJ N J,MUM
AND ALL STATE AND LOCAL CO011
No U SHALL THlE
t -CON
NOT,AES TMA01 I'S PlDM'.FELT. M ITI ON'SH, I OR I
12- INTO CONCRETE ON AP MID ANCHOR STRAPS,
MCDLUMNS AND POSTS
.8010'714E EM BORIED_ Hi Of NEARER THAN S/
F
FROM': COME RS AND INTERVALS OF NOT "I THAN
1. ALL WOOD COLUMS AND. -POSTS SHALL Of FRAMED To
Of THE�STUO D HOLES SMALL.1100i
VALLEY 1 FLASHING.; SMALL K, 0111OVIOED OF -OW
IVAN ,
E IGHT FEET. A MINIMUM OF TWO BOLTS Oft STRAPS
-PLATE.
MOM T MOM
TRUE END BEARINGS. - SUPPORTS SMALL 31 DESIGNED
LOCATED T THE SAME . S ECT I ON OF Tit'', STUD:
TINA011ll NO,, 28 GAL J.ZED,SMEET GAUGE Capitol
PER
PP
TO 14OLD THE COLUMN OR. POST SECURELY In POS I T I 011, -
A CUT, ON NOTCH.
ESISTANT I li AM SHALL EXTENO:AT -LEAST
'AAO TO -PROTECT ITS BASE FROM DETERIORATION. IN
FROM CENTER - LINE: EACH WAY, AND SMALL HAVE A
PART 1: GENERAL
AREAS EXPOSED TO WATER SPLASH, -ANO IN EXTERIOR
LA S AT CORNERS AND INTERSECTIONS.
P TOP PLATE D.'
SPLASH DIVERTE1,416 NOT LESS THAN 3/4" HIGH AT
G ENERAL::
WOODS SMALL COMPLY WITH SPECIFICATIONS. AND
S
OCATIONS, WOOD OLUMNS AND POST SHAL L 81
SUPPORTED BY PIERS PROJECTING�All LEAST2 INCHES
E,. PROV I DE, SOL I D ING AT CORNERS
HE OLOW LINE AS PART OF wa
THE FLASHI
SECTIONS OF FLASHIIIG SMALL HAVE AN END LAP OF
1. THIS SET OF DRAWINGS, DOES NOT.COVER
�LL
CODES WITH MODIFICATIONS AS SPECIFIED HEREIN-
FN FL OOR AND NALL BEAM ON A
FOR S I DJ'*NG AND, TRIM ATTACHM1114T . . .
*NOTLESS, THAN 40.
SITEWORK, GRADING AND LANDSCAPING.
INSTITUTE OF TIMBER CONSTRUCTION:
�
FOU00AT Off, PLATE 00 S I ILL
P -M T In; SINCUTI
PART I GE11l
(STANDARDS MAMA
AS SPECIFIED. POSTS Olt C OL URNS OF TREATED WOOD
WALLS) CRIPPLE WALLS SMALL'BE
11SHEATHI
ffMASONRY - AND GROUT ING SHALL'BE IN ACCORDANCE
2.' -NATIONAL FOREST PRODUCTS ASSOCIATION:
OR OF FOUNDATION GRADE REDWIM OR CEDAR MAY'Bf
STUDS NOT LESS, IN S I ZE THAN
EXTERIOR WALLS TO NICE IVT I OISOL AT I Ill SHEATH ING OF
.SOIL TREATMENT FOR TERMITE CONTROL:
WITH 'AST" C270, -RIOUIPEMENTS, USING
IFICATIONS FOR WOOD
PLACED DIRECTLY On CONCRETE OL I 0 MASONRY
VE WITH A MIMIMUM LENGTH
TYPE AND THICOESS SHIMIN IN THE OPMINBS.:
APPLY TOXICANT TO SO
PORTLAND'CEN ENT CONFORMIN610 'AS T14 C I 5.0 TYPE I
CONSTRUCTION
.041
GROUTED MASONRY,
OV24 INCHES. 00 SHALL BE 'FRAMED' OF
SHEATHING SHALL.BE INSTALLED IN ACCONOWE',VITII
STRUCTURE, WITHIN THE 'PERIMETER LINE AND To
ON lit.
P TION. BUREAU: STANDARD
SOL I O' 6 L OC K.1 NG. WHEN EXCIED[MG 4 FEET
WjWACTUPEJvS RECBMMENBATIONS,
GUARANTEE.,
R RN PINE LUMBER
WWOOO 4W EARTH SEPARATION
-SUCHWALLS Sti '
APPROVED TOXIC WIT H A'5 YEAR
IF bliiarILL W/ LEA4A M L 6;P 50� M LL Nill
MMASONRY UNITS SHALL NOT, BE LAID IF WET OR'
4. TRUSS PLATE INSTITUTE: DESIGN SPECIFICATIONS
REDWOOD SHALL
FOR An �.STUDS HAVING THE SIZE REOUIRED .
-L
FROZEN.
FOR LIGHT METAL PLA NN OOD US
O'ANY, -EARTH* At ESS -SEPARATED
A.Ab
(TP I - 74)
BY CONCRETE AT LEAST 4 IN THICKNESS WITH AN
S. A14ERICAN PLYWOOD ASSOC
NS TWEEN THE EARTH -
G (BRIDGING) ALL STUD PARTITIONS 00 WALLS WITH
STUDS HAVING A HEIGHT TO LEAST -THICKNESS. RMAT I 0
PLYWOOD LFOR FLOORS, PLYWOOD SHEATMINGS FOR
AND CONC RE TE
EXCEEDING 50 ")MALL BRIDGING NOT LESS- THAN
WALLS AND ROOFS
TWO INCHES --114 THICKNESS AND Of THE,% SAO[ WIDTH,
AS:THE STUDS F I TTED SNUGLY, AND NAILED, HERETO;_
-1 GENERAL
PART JI: 'PRODUCTS
F1 r- 60-LJTH ':bF�
1. PLYWOOD SHEATHING 'SALA, BE STRUCTURED
-C
'
-TO4 PROVIDE ADEQUATE LATERAL S1UPPORT.,UNLESS
OR WALL COVERING.
ffKFtKNCE STANDARDS
ATHING, GRADF C
ED IOR EXTERIOR:
REMENT
I AMERICAN�COOOCRETE UPUBLICATIONS:,
1 I
MFRAMINC LUMBR SHALL BE OF HTr,HFST AVAI,LARLF rPADE
ONLY.
OR S14EATHING MEETING THE M J`NI MlQU I
OF THE 4OCA CODE,, LATEST ED I T ON.
A AC 1, - 306 REC OMMENDE
PART,11: PRODUCTS
NW A
WITH THE FOLLOWING P41NI D
2. PARELS SHALL HE LID CONTINUOUS OVER TWO
COLD WEATHER AND CONCRETING.
B. ACI 318 BUILDING CODE RE -out REMENTS,
FACING'BRICK: ASTM C216. TYPE FBS, GRADE SW,;
�MM US Of ELASTICITY:
-F-30
14
H.: (BEARING) IN FXTERIOP�IWAL[_S 7ITERIOR
_)TUDS WHI .)T MOPF
HIRING WALt C! I P -P F -
FOR REINFORCED CONCRETE
VE STRENGTH 3000 PS 1. SIZE SHALL BE
.1. EXTREME FJOER STRESS: Fb iw-�l
2. HORIZONTAL SHEAR: Fv -01b PSI
.
-.HA�4 if) FFE1 IN LENFT11 SHAt i, PAC F 0 S
ACI .30S RECOMMENDED PRACTICE. FOR
RWISE
3.'.,COWRESSIOP PERPENDICULAR TO GRAIN: F c *ill PS I
U S;S, IDENTIFICATION INDEX
F I N TAR[. I' IP, F I
HOT WEAT14ER CONCRETING.
SPECIFIED.
MODULUS OF _E-LASTICITY- E PSI*
AND EDGE: SUPPORTS SHALL, �SE PROVIDED A.
M AXIPJUM STUD SPACING
2. WIRE REINFORCEMENT INSTITUTE: WELDED
CONCRIET 'E MASONRY U14ITS:
REQUIRED FOR RAF -TER SPACING I ND I CATE I
stir MT)
MINE FABRIC GENERAL.INFORMATION MANUAL.
INSTITUTE:'
LOW-. LOAD- BEAR NG UNITS:
OTHER SPECIES MAY BE SUBSTITUTED OOVIDID THEY
PIX N1,
�PA( it
it 114r. ING
3. CONCRETE :REINFORCING STEEL
STM C90, TYPE I,,GAADl
MEET REQUIREMENTS AS NOTED ABOVE.
IDPtAT�',. �ICLS AND SLFEPFRS
I
MANUAL OF STANDAR.D:PPACTICE.
-2. SOLID46AD-BEARING UNITS: ASTM C145.
MMAXIMUM MOISTURE CONTENTS:
ALL PLATF� OP S It LS A40 SLFEPFRS
"A le
24
PAIRT.31: PROOUICTS
TYPE..!,..GRAK N.,,PIMIK 100% SOLID
FRAMING LLM IN THICKNESS
)N RY SHAtI. PF
24
DOW AM FINE AGGREGATE FOR CONCRETE MIX
UNITS AS INSICAtED.
191
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TO R E ASSOCIATION 00 GRADING
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WITH ASTM C90
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3., EXTERIOR FINISH LLMER 152
-
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INSTUDS, JOISTS, RAFTERS. FOUNDATION PLATES, 02 SILLS.
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AT A C44 R 0 F IN L I
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ERE I NFORCENENT: AND ANCHM.
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2. CLIPS- 141 N IMUN 20 _GAUGE ZINC -COATED
IN LATEST
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generai
reqmx
GENERAL CONDITIONS:
1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING:
A. PACKAGE CONTAINING BOTH SPECIFICATIONS AND
DRAWINGS.
S. INFCRPATION I'-CLUDED UNDER *GENERAL
REQUIREMENIS" TAKES PRECEDENCE OVER THE
REMAIN�NG SPE,--:FICATIONS AND DRAWINGS.
C. ALL APPLICABLE NATIONAL. STATE AND LOCAL CODES,
ORDINAN(-_E5,AND RJEGULATInNS,�Vp
', =RDS_
orw -M K,
ON-SITE VER:FICATION:
ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS
SHALL BE THE RESPONSIBILITY OF THE CONTkACTOR AND HIS
$US -CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENCE
OVER SCALE. WHEN IN THE OPINION OF THE CONTRACTOR A
DISCREPANCY EXISTS, HE SHALL PROMPTLY REFORT IT IN
WRITING TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE
PFOCEED�NG�WITH THE WORK.
DRAWING AND SPECIFICATION COORDINATION:
THE CONTRACTORS SHALL COMPARE AND COORDINATE ALL
DRAWINGS AND �FECIFICATIONS: WHEN Ifil THE OPINION OF
THE CONTRACTOR A DISCREPANCY EXISTS. HE SHALL
PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER
ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.
OMISSIONS:
1. THE GENERAL NOTES AND TYPICAL DETAILS APPLY
THROUGHOUT THE 308 UNLESS OTHERWISE INDICATED.
2. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION
ARE NOT FULLY SHOWN ON THE DRAWINGS, THE
CONTPACTOR MUST OBTAIN PROPER CLARIFICATION BEFORE
PROCEEDING WITH THE WORK.
MANUFACTURER'S AND FAeRrCATOR'S PRODUCTS:
1. ALL MANUFACTURER'S AND FABRICATOR'S PRINTED
WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY
OBSERVED.
2. SHC1 DRAWINGS AND PRODUCT DATA SHALL BE SUBMITTED
TO THE OWNER/CONTRACTOR FOR APPROVAL. SUBMITTALS
HEREINAFTER.SPECIFIED SHALL BE SUBMITTED TO THE
ARCHITECT FOR REVIEW. CHECKING IS ONLY FOR
CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT
ANEI GENERAL COMPLIANCE WITH THE INFORMATION GIVEN
IN THE CONTRACT DOCUMENTS. ANY ACTION SHO"N IS
SUBJECT TO T�-' FEGUIREMENTS OF THE PLANS AND
SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR
DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED
AT THE JOB SITE; FABRICATION PROCESSES AND
TECHNI I CUES OF CONSTRUCTION; COORDINATION OF HIS
WORK WITH THAT OF ALL OTHER TRADES AND THE
SATISFACTORY PERFORMANCE OF HIS WORK.
ARCHITECT'S SUBMITTALS LIST:
3. ALL PRODUCTS AND MATERIALS MUST BE PROVIDED AND
INSTALLED IN STRICT CONFORrANCE WITH ALL
MANUFACTURER'S RECOMMENDATIONS. IF THERE ARE ANY
CONFLICTS BETWEEN THE DRAWINGS AND THE
MANUFACTURER'S RECOMMENDATIONS, THE ARCHITECT MUST
BE NOTIFIED IMMEDIATELY AND IN WRITING BEFORE ANY
WOTK BEGINS.
4. OWNER/CONTRAITOR TO VERIFY ALL MATERIALS AND
MANUFACTURED ITEMS FOR CONFORMANCE WITH ALL
APPLICABLE CODES AND REGULATIONS.
DELIVERY AND STORAGE:
MATERIALS SHALL eE PROTECTED DURING SHIPMENT AND
SHALL BE INSPECTED FOR DAr,'.GE UPON DELIVERY TO THE
308 SITE. THOSE THAT ARE DAMAGED AND CAN NOT BE
RESTORED TO LIKENEW CONDITION SHALL BE REMOVED FROM
THE SITE AND REPLACED AT CONTRACTOR'S EXPENSE.
MATERIAL SHALL BE STORED IN AN AREA THAT IS DRY,
PROTECTED AND VENTILATED PROPERLY FOR THE MATERIAL
STORED.
RWC
pim 1: GIM
GENERAL:
1. THIS SET OF DRAWINGS DOES NOT COVER
SITEWORIK, GRADING AND LANDSCAPING.
PMT III: zxxCUT1
SOIL TREATMENT FOR TERMITE CONTROL:
APPLY TOXICANT TO SOIL IN ENTIRE AREA OF
STRUCTURE, WITHIN THE PERIMETER LINE AND TO
WITHIN 2 FEET BEYOND THESE LINES. USE AN
APPROVED TOXIC WITH A 5 YEAR GUARANTEE. -
IF b64WLL W/eLf.A4J OUI_eoPL4� lt�#OMLL NMK
Ml&r" WV1 4 i�646r%q-r A.Ab AFf, 10 R&T.,
A& I Ah IN Ab
1 a r MR it
1: GENERAL
REFERENCE STANDARDS
1. AMERICAN CONCRETE INSTITUTE PUBLICATIONS:
A. ACT 306 RECOMMENDED PRACTICE FOR
COLD WEATHER AND CONCRETING.
1. ACT 318 WILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETE.
C. ACT 30S RECOMMENDED PRACTICE FOR
MIT WEATHER CONCRETING.
2'. MIRE REINFORCEMENT INSTITUTE: WELDED
WIRE FABRIC GENERAL INFORMATION MANUAL.
3. CONCRETE REINFORCING STEEL INSTITUTE:
MANUAL OF STANDARD PRACTICE.
PART .11: PRODUCTS
WOME FIK [GATE FOR CONCRETE 1411
TO WEI ACT 31& PARA. , 3.3.3. . ASTIR C33:
PAX I MUM SIZES AS SPECIFIED.
BPORTLAMO CEMENT: ASTIN CISO; TYPES I or 111.
EMIX SHALL Of in ACCORDANCE W17W -ACT 318
SECTION 3.4. FC -�i� C -Z5
an"ORAGE I TENS
1. INSERTS:. MALLEABLE INON, CAST Oft WRIOUM
STEEL.
2. CLIPS: MINIMUM 20 - GAUGE ZINC -COATED
STEEL, WITH PROVISION FOR EMKOMENT 10
CONCRETE AND ATTACH14ENT TO SLEEPERS.
3. ANCHOR BOLTS FOR CONCRETE SHALL BE OF
HOIT-DIPPFO GAIVORIZED STEEL Pf"TM A123.
111ACKFILL COMPACTION FOR SLABS AND FOOTING TO BE
909 MAX I MUM DENSITY WITH MODIFIED PROCTOR TEST
(ASTIR D-ISSY) go 9S% MAXIMUM DENSITY WITH STAMOAMO
PROCTOR TEST (ASTIR D-698).
ENEINFORCING STEEL
I . BARS: AST14 "IS GRACE GO. DENDING OF
ALL BARS SMALL 01 OW IN THE FABRICATION
SHOP. IN ACCORDANCE WITH APPROVED SNO
DRAWINGS.. WELDED WINE FABRIC SHALL
CONFORM TO ASTIR AISS.
2. DETAILING. FABRICATING AND PLACING OF
REINFOKEMENT SHALL BE IN ACCORDANCE WITH
ACT 31S "MAIRIAL OF STAMM PRACTICE FOR
DETAILING REINFORCED CONCRETE STRtKTURES8.
FURNISH SUPPORT BARS AND ALL REQUIRED
ACCESSORIES IN ACCORDANCE W1TH CAST
STAMOARDS.
3. ALL REINFORCING BARS WHICH INTERCEPT
PERPENDICULAR ELEMENTS SMALL TERMINATE IN
HOOKS. PLACED TWO MINCNES CLEAR FROM
OUTER FACE OF ELEMENT.
4. THE CONTRACTOR S4ALL NOTIFY THE BUILDING
OFFICIAL AT LEAST FORTY-EIGHT (46) HOURS
PRIOR TO EACH CONCRETE POUR. NO CONCRETE
SMLL BE PLACED UNTIL ALL REINFORCING HAS
BEEN INSTALLED BY'TNE CONTRACTOR AND IN-
SPECTEO BY THE BUILDING OFFICIAL.
S. PROTECTIVE COVER FOR REINFOKIN6 STEEL
SHALL 91 AS FOLLOWS:
A. FOOTINGS - 30
B. BEAMS 01 COLUMNS - 20
C. SLAB 3/40
9. MALLS 1 0 AT INTERIOR FACE: 20 AT
EXTERIOR FACE.
PART III: EXECUTION
OMTTIC MMS SHOWN ON THE SECTIONS UNLESS
OTHTNERMISE NOTED, FOOTINGS'SHALL BEAR A MINIMUM
Or 1�9_0,:' BELOW FINISHED GPM. WHERE REQUIRED
STEP FOOTINIS TO RATIO OF 2 HORIZONTAL TO I
VfRTICAL.
OINEK CONDITIONS DEVELOP REQUIRING CHANGES IN
FOOTINGS EXCAVATIONS, SUCH CHANGES SMALL BE MADE
AS DINCTEO BY THE ARCHITECT.
NALL FOOTING EXCAVA TONS SHALL BE INSPECTED BY
THE BUILDING 0 IAL PRIOR TO THE PLACING OF
AM CONCRETE. THE BUILDING OFFICIAL SHALL BE
GIVEN NOTICE FOR THIS OBSERVATION.
SSOIL INVESTIGATION AND REPORT: ALL EARTH WON.
COMPACTION AND SUPERVISION SMALL BE DOW PER
RECOMMENMTIOMS OF SOIL INVESTIGATION REPORT.
CONCRETE SLAB AND FOOTING CALCULATIOPM ARE
BASED ON A 3000 PSF VALUE. IF ON-SITE TEST
SWINGS INDICATE LESSER VALUES NOTIFY THE
ARCHITECT SO THAT NECESSARY STINKTUML MOBIFI-
CATIONS CAN K MOM.
§" ON GIRM SHALL K 4- THICK REINFORCED WITH.
6 1 6 - 10/10 W.M.F. AND SHALL BE PLACED ON ro MIL.
VAPOR BARRIER ON GRAVEL. (PIT VAPOR BANTER AND
GAML AT GROAN SLAB.
EFIREPLACIE FORTIMS SMALL PQMCT 60 ALL AROUND
AND S14ALL K 1'-00 THICK REINFORCED WITH 4-04
LONG WAY. 6- 04 SHORT WAY.,, PROVIDE 1-04 SAR AT
EACH COMIER OF FIREPLACE FULL HEIGHT. GROUT VOIDS
CONTAINING REINFORCEMENT.
IPLAS ON MW AT PORCHES SMALL It 4- THICK.
15SILL PLATE ANCHORAGE:
1. ANCHOR BOLTS TO 91 So DIAMETER AND MINIMUM So
INTO CONCRETE OR APPROVED ANCHOR STRAPS. 12-
FRW CORNERS AND INTERVALS OF NOT MORE THAN
EIGHT FEET. A MINIMUM OF TWO BOLTS Oft STRAPS
PER PLATE.
:& ascl
PART 1: GENERAL
MMKONRY AND -G -ROUTING SHALL BE IN ACCORDANCE
WITH SPECIFIED ASTIR C270 REQUIPEMENTS. USING
PORTLAND CEMENT CONFORMING TO ASTIR CISO TYPE I
OR III.
MMASONRY UNITS SHALL NOT BE LAID IF WET ON
FROZEN.
PART 11: PRODUCTS
FACING BRICK: ASTIR C216. TYPE GRADE SW.
C014PRESSIVE STRENGTH 3000 PSI. SIZE SHALL 01
2-%' by 3-S/8" BY 7-5/80 UNLESS OT14ERWISE
SPECIFIED.
CONCRETE MASONRY UNITS:
I. HOILLOW-LOAD-SEARING UNITS:
AST14 C90. TYPE 1, GRADE N.
2. SOLID -LOAD-BEARING UNITS: AST14 C14S.
TYPE 1. GRACE N. PROVIDE 100% SOLID
LIMITS AS INSICATED.
3. C.M.U."S SHALL BE "SWO GRADE 114 ACCORDANCE
WITH ASTIR C90
MORT ARS :
1. MORTAR AND GROUP SHALL MEET REQUIREMENTS.
OF ASTM C270 AND REQUIREMENTS SPECIFIE9
HEREIN. TYPE S. KWAR SHALL 81 USED rOft
MASONRY.
DREINFORCEMENT AND ANCHOIRS:
1. MASONRY JOINT REINFORCHENT TO BE OUR-O-WAL
TYPE ON EQUAL ZIMC-COATED COLD -DRAWN STEEL
WIRE. SIZE TO BE TWO INCHES LESS THAN BLOCK.
2. TIES TO BE NON-CORNOSIVE CORRUGATED METAL
AND COATED PER ASTIR A 153, CLASS S. 2
SAMNOR BOLTS TO BE MTNIMUI4 OF he DIAMETER STEEL.
_WN ECTING WALLS AND PARTITIONS
SHALL BE ANCHORED 01 REINFORCED BY FOLLOWING
METHODS:
1. INTERIOR NONLOAD-SEARING WALLS TO K REIN -
FOAM AT INTERSECTION. AT VERTICAL INTERVALS
OF NOT MORE THAN 16 a
2. AT INTERSECTIONS, LOAD-BEARING WALLS AND
PARTITIONS SMALL III ANCHORED TOGETHER WITH
RIGID STEEL ANCHORS EMBEDDED IN HORIZONTAL
MORTAR JOINTS AT VERTICAL SPACING NOT TO
'EXCEED 32". WITH THE ENO HOOKS PROJECTING
INTO AND E14KOKO IN COMES Oft JOINTS FILLED
W I TH MORTAR
SK AR I NG: PROVIDE Be OF SOLID MASONRY UNDER BEARING,
AREAS. BELOW GRADE AND AS INDICATED.
11MORTAR JOINT TO K: 6OLeAN*
§REINFOPCEMENT IN MASONRY WILL BE AS FOLLOWS:
I - W14ERE INDICATED ON DRAWINGS
2. FIRST A140 SECOND BED JOINTS IMMEDIATELY ABOVE
AND BELOW WALL OPENINGS
3. PLACED IN TWO COURSES 1091DIATILY BELOW TOP
OF WALL
4. INTERUPTED AT CONTROL JOINTS
S. REINFORCEMENT S14ALL K CONTINUOUS EVfRY OTHER
COURSE. EXCEPT AS SPECIFIED.
6. REINFORCEMENT SHALL 91 LAPPED MINIMUM 6" AT
SPLICES
7. REINFORMENT SHALL BE PREFABRICATED UNITS
FOR COMERS AND WALL INTERSECTIONS
6 ANCHOR BOLTS TO BE P41NIMM OF 15" INTO GROUTED
MASONRY UNITS. 12- FROM CORNERS AND INTERVALS OF
140T MORE THAN 8'-0". A MINIMUM Of TWO BOLTS PER
PLATE.
r7-TAL3
171j"
P ART I : GENE RAL
OSTRUCTURAL STEEL SMALL CONFOR4 TO AST14 A-36. STEEL
FOR PIPE COLUMNS SMALL 61 OF EQUIVALENT CAPACITY
AND WELDABILITY TO ASTIR SPEC A -SM. ALL STRUCTURAL
STEEL SMALL Of DETAILED ACCORDING TO 'vAISCw SPECS
AND DETAILING STANDARDS. ALL STRUCTURAL STEEL SMALL
NAW AT LEAST ONE COAT Of SHP PRIMER.
B"OVIDE BASE PLATE FOR ALL STRUCTURAL STEIL KARS
BEARING ON MASMY. PROVIDE STANDARD ANGLE ANCHORS
AND INSERTS, TIES, CLIPS. ANCHOR STRAPS, HANGERS.
BOLTS AND OTHER MAIROMARE AND FASTENING DEVICES AS
MAY K MOU I RED.
PAWT 11: ONITTED
PART III: EXECUTION
BUM BOLTS SWL HAVE TURK0 ENDS AM S14ALL EXTEND
A MINIMUM OF 5 d INTO CONCRETE, CONCRETE 14ASOOMY AND
IS* INTO IMICMM ON GONTEO UNIT MASONRY.
§LINTELS: END BEARING SMALL Of MINIMUM DOW INCH PER
FOOT OF SPAN WIrN A MINI" DEMlix OF 4S-. LINTELS
SMALL K SET MIT -111 CLEARANCEOF 4- ADM HW FRAME.
"n'l
L
PART 1: GENERAL
j§,ALL WOODS SMALL COMPLY WITH SPECIFICATIONS AND
CODES WITH MODIFICATIONS AS SPECIFIED HEREIN:
I . AMERICAN INSTITUTE OF TIMBER CONSTRUCTION:
(STANDARDS MANUAL)
2. NATIONAL FOREST PRODUCTS ASSOCIATION:
NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION
3. SOUTHERN PIK INSPECTION BUREAU: STANDARD
GRADING RULES FOR SOUTHERN PINI LUIMBER
4. TRUSS PLATE INSTITUTE: DESIGN SPECIFICATIONS
FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES
(TP I - 74)
S. AMERICAN PLYWOOD ASSOCIATION: GUIDE TO
PLYWOOD FOR FLOORS. PLYWOOD SHEATHINGS FOR
MALLS AND ROOFS
PART 11: PRODUCTS
G
3RADE: t:t�LA69r� 4544TH
Ho 9- ---?-zj< F--" A-Ht7 L-4 PEg
11FRAMINGLUM00 SHALL 01 OF Hl(',HEST AVAILABLE riPADE
WITH THE FOLLOWING P41NIPM ALLOWABLE STRESSES AND
MOMUS OF ELASTICITY:
1. EXTREME FIBER STRESS: Fb
2. HORIZONTAL SHEAR: Fv -01�5 PSI
3. COMPRESSION PERPENDICULAR TO GRAIN: Fc -r--QOPSI
4. MODULUS OF fLASTICITY: E PSI
5. li�clr%M
BOTHER SPECIES MAY BE SUBSTITUTED PROVIDED THEY
MEET REQUIREMENTS AS -NOTED ABOVE.
SMAXIMUM MOISTURE CONTENTS:
1. FRAMING LUMBER TWO INCHES AND LESS IN THICKNESS -
192
2. FIRAMINGLUMBER OVER TWO INCHES THICK SHALL CONFOR"
TO RULES OF THE RESPECTIVE ASSOCIATION OR GRADING
AGENCY
3. EXTERIOR FINISH LLIMBER 15%
4. INTERIOR FINISH LUMBfR 12%
@STUDS, JOISTS, RAFTERS. FOUNDATION PLATES, 02 SILLS,
PLANKING TWO INCHES ON MORE IN DEPTH. BEAMS. STRINGERS
POS)TS. STRUCTURAL SHEATHING AND SIP41LAII LOAD - BEARING
MENDERS SHALL BE OF AT LEAST THE MINIMUM GRAINS SET
FORTH IN THE BOCA CODE , LATEST EDITION. AND TK
ENII-INEERINIS CALCULATION AND PLANS.
RDESIGN LOADt:
1. DWELLING TOTAL LOADS PSF:W'vS,-!�-HPPSA4:�3)
A. FIRST FLOOR: Pi.�iqtcpaF
B. SECOND FLOOR AND HABITABLE ATTIC:LL,-9,Cj9aF
C. ROOF: LLPIW "_i� 151.0io f'13F t5l_z in fvgf
0. EXTERIOR DECK AND BAICONY:
ENAILING SCHEDULE: RECOMMENDED NAILING PROCEDURE AND
ALL MAILING SHALL COMPLY WITH BOCA CM, LATEST EDITION.
IVID ALL STATE AND LOCAL CODES.
MCOLUMNS AND POSTS
I ALL WOOD COLUMS AM POSTS SHALL OF FRAMED TO
TRUE END BEARINGS. SUPPORTS SHALL 3f DESIGNED
TO HOLD THE COLUMN OR POST SECURELY IN POSITION
AND TO PROTECT ITS BASE FROMINTERIORATION. IN
AREAS EXPOSED TO WATER SPLASH AND IN EXTERIOR
LOCATIONS, WOOD COLUMNS AND POSTS SHALL 81
SUPPORTED BY PIERS PROJECTING AT LEAST 2 INCHES
ABOVE THE FINISHED FLOOR AND SHALL KAN ON A
METAL BASE PLATE Oft A FOU14DATION PLATE OR SILL
AS SPECIFIED. POSTS ON COLUMNS OF TREATED WOW
OR OF FOUNDATION GRADE REDW(= ON CEDAR MAY BE
PLACED DIRECTLY ON CONCRETE. SOLID MASONRY ON
GROUTED MASONRY.
BWOOD AND EARTH SEPARATION
1 , NO LMTREATED W(M EXCEPT FOUNDATION REDWOOD SHALL
BE NEARER THAN 8' TO ANY EARTH M ESS SEPARATED
BY CONCRETE AT LEAST 4b IN THICKNESS WITH AN
IMOERVIOUS MEPORAM INSTALLED BETWEEN THE EARTH
W CONICKTIE.
ROOF SHEATING
1- PLYWOOD SHEATHING SHALL BE STRUCTURED
I & 11 STANDARD SHEATHING, GRADE C -C
ONLY.
2- PANEL.S SHALL BE LAID CONTINUOUS ovER Two
OR MORE SPANS WITH THE LONG DIMENSION
ACROSS SUPPORT.
3- MINIMUM THICKNESS, IDENTIFICATION INDEX
AND EDGE SUPPORTS SHALL. BE PROVIDED AS
REQUIRED FOR RAFTER SPACING INDICATED.
EfItAT", �ILLS AND
SLFEPFRS
ALL PLATES OR SIILS AND SLEEPFRS
),N '-ONCRETE OR MASONRY SHA[L PF
7PFATrD WOOD nR FOUNDATInN RIDW00n.
atL MARKED OR BPANDED BY AN APPROVED
' *FNrY
IRPROTECTION AGAINST DECAY AND TER141TES
w= EMBEDDED IN THIEGROUROOR IN DIRECT
CONTACT WITH THE EARTH AND USED FOR THE
SUPPORT OF PERMANENT STRUCTURES, SMALL Of
TREATEDWOOD.
#BRACING
BRACE EVI'FL: I r,p M"INFPS AND A-V I ','A.;'r EVFPY
-51 1 FE -7 cl, Al 1.1 NGTH OF FPtIME C011;S'TP,, 10',
E APPPC%'�7D 4' X 8'
Slif-AiHirlic, !�HEAI- PA111'1.f� APPI,1FD WITH
CC[L FASIF"fl,", IX4 LLT-It4 (7"'ITINUOU!'
PTAUOIJAL PF`A(-F`,, (P M.LTAL S'I'PAP DFVICUS 1r1*S11,;11:_F_
IN ;,C(ORDA11C!' WITIH MAT_'FACr,'FFP'S
Ron
OFRAMING PRACTICES
1. WORICMAMIP: ALL MEMBERS SMALL If FRAHM AM -
OWED. TIED AND BRACED SO AS M DEVELOP Tht
2
STRENGTH AND RIGIDITY NECESSARY FOR THE PUR_' PUT I GENEFAL
POSES FOR WHICH THEY ARE USED. Wrif-MVWSPECIFICATION SHALL GWRN WITH
2. DEAMS AND GIRDERS: THE ENDS OF BEAMS Olt GIw MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN
ERS SUPPORTED ON MASONRY 01 CONCRETE SHALL MKIETY OF HEATING. REFRIGERATING'AND AIR COW -
on, EMINEERS, (AWN) HANDBM OF FUM, -
HAVE NOT LESS THU 4 INCHES OF, BEARING. ALL DITIORI
BEAMS Olt G I ROERS SUPPORTED ONMOOD SHALL HAVE
'FULL BEARING AND BEARING SMALL 91 COMPRISED
OF (1) ONE SOLID SUPPOT OR A BUILT-UPSUP-
PMT 11: PROMTS & EXICUT ION
PONT CONSTPUCTED IN AN APPROVED MANNER UN_
WfwSULATIGIU. FLASK111G. RM BARRIERS. El -
LESS OTHERWISE SPECIFIED ON PLANS. TINTON FINISH AND MWING SMALL MEET ALL REQUIRE -
3. ROIX AND CEILIWG FRAMING:
MENTS OF B.O.C.A. COMES AN STATE AND LOCAL CODES.
A. (FRAMING) RAFTERS SHALL BE FRAMED DIRECTLY
OPPOSITE EACH OTHER AT THE RIDGE. THERE IWILDER AND INSULATION INSTALLER ARE TO PRON-Iff
SMALL BE A RIDGE BOARD AT LEAST 2-IMCHES A CERTIFICATE OF INSTALLATION AND, MT 10 THE
NONINAL THICKNESS AT ALL RIDGES, AND NOT BUILDING IN A CONISPICWUS LKATM.
LESS IN DEPTH THAN THE OR END Of 'I* RAF-
TER. NALL FLASHING, COUNTER FLASHING ASS COPING WHIEN
OF NETAL SHALL 'K OF NOT LESS IWAN 980. 26, V.
GAUK C*UiSitO�w-IESISTMff METAL
I. (RAFTER TIES) RAFTER TIES SHALL BE SPACED
WFLASHING
NOT MORE THAN 4 FEET ON CENTER .
SUPVMr I. FLAS14 AND COUNTFRIFLASH AT ALL AW TO WALL
C. (PURLIMS) PURLIMS TO T ROOF LOADS
MAY BE INSTALLED TO REDUCE THE 'SPAN OF CONDITIONS. 6.1. FLASH AND CAULK WOOD KANS
RAFTERS'WITHIN ALLOWABLE LIMITS AND SHALL AND OUTLOWNS PROJECTING TNWM EXTERIOR
BE SUPPORTED BY STRUTS TO DEMING WALLS. MALLS 02 ROOF SURFACES..
THE 14AXIMP SPAN OF 2 -INCH BY 4 -INCH 2. FIASH ALL EXTERIOR 411PERINGS WITH AP`PRwD
PURLINS SHALL BE 4 FEET. THE NX IMUM SPAN WATEPMOFINGOWNICH COW41015 TO STAMONS OF
'OF THE 2 -INCH BY 6-110 PUBLIN SHALL BE
LOCAL A110 STAR COM
FEET BUT IN NO CASE SHALL I* PURILIN BE
SMALLER THAN THE SUPPORTED RAFTER. STRUTS
SHALL BE NOT S14ALLEN THAN 2-IMCH BY 4-INCN
MEMBERS. TK'UMBRACED LENGTH OF STRUTS M SIDING
S14ALL NOT EXCEED 8 FEET AND THE MINIMUM
SLOPE OF THE STRUTS SMALL K MOT' LESS THAN 1. Horizontal siding shall conform
4SO FRM THE HORIZONTAL. to manufactures specifications.
0. (BLOCKING) RAFTERS MORE THAN 8 INCHES IN NIAII-xAt
DEPTH. SHALL BE SUPPORTED LATERALLY AT THE 2. Style and color to be selected
EMS AND AT EACH SUPPORT BY SOLID BLOCK- by architect.
ING NOT LESS THU 2 INCHES IN THICKNESS
AND THE FULL DEPTH OF THE RAFTEROWLESS
MAILED TO A HEADER. 1" 02 RIM JOIST OR
TO AN ADMINING STO.
WALL FRAP41MG:
A. HE ADE RS Olt L I NT E L S SNAL L HAVE
NOT LESS THAN TWO INCH SOLID BEARINGG AT EACH
END TO THE FLOOR OR BOTTOM PLATE. UNLESS OTHER NEITfRION FINISM
APPROVED FRAMING METHIM ON JOINT DEVICES AM 1. MOISTURE SAMIEN: PROVIDE OW LATER IS POM
USED. SEE PLAN FOR SIZE. ASPHALT SATURATED FELT MINIM11114 UNDER ALL ExTIRISM
11. (CUTTING AND NOTCHING) IN EXTERIOR WALLS AND FINISHES UKESS S14EATHING PROVIKS PROTECTION.,
BEARING PARTITIOWS. ANY WOOD STUD MY K,CUT 2. ALL OPENNGS WILL K VNIPM 1111 NO. IS WILDIIIIS
ON NOTC14ED TO A DEPTH NOT EXCEEDING ?S% OF PAPER.
ITS WIDTH. CUTTING OR NOTCRING OF STUVS TO A
DEPTH NOT GREATER THU 40%. OF THE WIDTH OF THE
STUD IS PERMITTED IN NONSEARING NOTITIONS
I COMPOSITION SHINKES
SUPPORTING NO LOADS OTHER THU THE WEIGHT OF
THE PARTITION. WHEN S11`UD,IS CUT 01 8=0 12 A. C004MITION SHINGLES SMALL It APPLIED TO SOLID
SHEATHING AS SPECIFIED IN (ROOF SHEATHING) OF r
EXCESS OF THE ADM, IT SHALL K REINFORdO THESE GENERAL MTES 0 AS APPROVED BY THE BUILO.�
TO A LOAD CAPACITY OF A STUD.MCH OEETS Wm4
'AM REQUIREMENT ING OFFICIAL.
B. PACKAGES OF COMPOSITION SHINGLES SHALL'SCAR THE
LABEL OF AN, APPROVED TESTING LABORATORY HAVING
C. (BONED HOLES) A HOLE NOT GREATER IN DIAMETER A SERVICE, FOR THE, INSPECTION OF MATERIAL AND
THAN 40% OF THE STUD MAY BE SOPIED I N ANY FINISHED 1PROOUCTS WRING MANUFACTURE.
WOOD STUD. BORED WXES NOT GREATER THAN 601 C. COMPOSITION SMIMES SMALLSE FASTENED ACCORDING,
OF THE WIDTH Of THE STUD ARE K104ITTED IN
TO MANUFACTUREA'S PRINTED, INSTRUCTION&
NONKARING PARTITIONS Olt IN ANY WALL WHERE
SHINGLE LESS THAN 20" M I DE . COMPOS 1'.
EACH BORED STUD IS DOUBLED PROVIDED NOT MORE TION SHINGLE RMS SHALL 14AVI AN UNDERLAY OF
THM TWO SUCH SUCCESSIVE DOUBLED STUDS ARE
SO BORED. IN NO CASE SNALL'THI EDGE Of THE NOT LESS THAN 15 POUND1FELT. COMPOSITION SHINGLE
NOT TO BE USED FOR PITCH LESS THU 4/12.
BORED HOLE Of NEARER THAN 5/8" TO THE EDGE
OF THE STUD. BORED HOLES SMALL NOT BE 0. ROOF VALLEY FLASMING SMALL K PROVIDED OF NOT,
LESS TWAN NO. 28 GALVANIZED SHEET GAUGE CORROISJON -
LOCATED AT THE SM SECTION OF THE STUD AS RESISTANT METAL AND SMALL EXTEND AT LEAST Be
A CUT Olt NOTCH.
FRO THE CENTER LINE EACH WAY, AND SHALL HAVE A
D. LAP TOP PLATES AT CORNERS AND INTERSECTIONS SPLASH DIVERTER RIB NOY LESS THAN 3/4" HIGH AT
E. PROVIDE SOLIDIROCKING AT CORNERS .THE FLOW LINE FORMED AS PART OF THE FLASHING.
FOR SIDING AND TRIPA ATTACNINVINT SECTIONS OF FLASHING SHALL HAVE AN tM LAP OF A
MY LESS THU 40.
(CRIPPLE MALLS) CRIPPLE WALLS SHALL 61
FRAWD OF STUDS NOT LESS IN SIZE THAN BSHFATHING
THE STUDDING ABOVE WITH A MIMINUM LENGTH EXTERIOR WALLS TO RECEIVE INSULATING SHEATHIMS OF
OF 24 INCHES, OR SMALL BE FRAMED OF TYPE AND THICKNESS SH!OMM IN THE ORMINGS.
SOLID BLOCKING. WHEN EXCEEDING 4 FEET SHEATHING SHALL BE INSTALLED 10 ACCOMANCE VITN r -v-'l
~ACTURER'S RECOMIREMATIOS.
IN HEIGHT, SUCH WALLS St4AkL BE FRAMED OF Wm4
STUDS MAVrNG THE SIZE REWIRED FOR 4A
AWITTOML STORY.
G. (BRIDGING) ALL STUD PARTITIONS OR WALLS W1 TH
STUDS HAVING A HEIGHT TO LEAST THICKNESS RATIO
EXCEEDING 50 r)HALL HAVE BRIDGING NOT LESS THAN
TWO INCHES P4 THICKNESS AND OF THE SAME WIDTH
AS THE STUDS FITTED SNUIGLY AND MAILED THERETO
TO PROVIDE ADEQUATE LATERAL SUPPORT. UNLESS
COVERED BY INTERIOR OR EXTERIOR -WALL COVERING
Oft SHEATHING MEETING THE MINIMUM REQUIREMENT
OF THE BOCA CODE, LATEST EDITION.
H. (BEARING) IN F 0ERIOP, WALLS PT) INTERIOR
9EIRING WALI' 'STUDS WHICH 1,�'-'F Nj)T MOPF
7q
_,jtI I(I FFE1 IN LFNC�Tll SHA(t Ri 'PACF[) AS
CrIl (-I FIT`) jL.&D qjj
N T�,RLF RF1 t4,:
MAXILMKI STUD SPACING 44
T"4,
p(m), ri, In-'
'TI.D 04'. 1 00F AND C I It Pdr-
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'21 14
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BRIDGING
I THERE SHALL 91 S:1� T H A N LINF
�na�N IN,
E T
B R I DG I N G I N E v y
Po( -)F rPAIIIING- 7�iF 6PIDi-ING
IjSS THA' .471ell PF7
�HALI CON",IST )F ()�j By TPREE
IN LUMFIR ')OUBLi N1ILF'1 AT LACH OR (IF F;)L1IVA-
I ENT METAI 9 -ry
('Ll'aL p I I r
111FURRED AREAS
r !�LJF 7 r P
1. (FURRED CEILIN(_,'� HALL BE �.ONrT IIITH
2x4 AT 16" O.C. i"!Nr, FP()M
ROOF FRAMING WI TH 20 HANGERS IT 3' -0' MAX.
F �T
2. FOR LOCATI,)N, ,,-!IT AND HEIGHT )F FUFRED AREAS
SEE DRAWINGS.
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