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JOB
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03,2013
SCALE: 1/4" = 1' SHJ.K�EET NUMBER
A- 1
PAINTER TO LIU'AND PAINT ALL WOR VDI TO MAINTAIN N;�IET��51AS�HDILNOYPV ARCHTTCT OF ANY DII BETWEEN THE DRAXII OKII AND THE FEW CONDITIONS.AND SHAI REQUMT E�RlrlUTON IFFORE ODMMENCING WORK CLNTFAUORSLATI RI, ZA�Lf�WRACT�TO COMINATZ MEI WITH DAREAS TOR APPROVAL ALL A-.-A�IL,D.X-ITHK KII RI-O.VERIE FOR ALL-1-1F.--A-ENT TNII
TRANILFA�UREAS=RKANTY AND SHALL PEINSPE�TDTO VERIFY AH..RK, CO�IAR 0 DDNDTONE AT JOR SITE II WHILDIN6 AND SITE CLEARANCES MR DEANERY OF FONFAIET AND MATERIAO,AND REMEDY ALL DII WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTI LF WD ROUGH
I 'LUMERING.AND HVAC PRIOR TO INAU�LATNG A�SHPI N. SEN
'. E C , PRRDF TO RFCPVING FINAL PAYMENT ADF1 HNPR5.
REVISIONS
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JOB#'
-
January 03,2013
SHEET NUMBER:
VAINTE0.TO R0.1ME AND TAINT ALLDOOREOGESTO MAINTAIN COMMCTO0.SHALL NOTIfYA0.CHRECT OF ANY DIY0.EVANCIES BEIWFFN THEOMWIN45,THE SP[CIFlCA➢ONS.AND THE FIEIDCONDRIONS,AND SHAM REQUESTCUNFIGTIONBEFORfCOMMFNON4 Wp0.K CONTMCTORSHALLVE0.IM ALL --Al CONTRACTOR TO OOORDMATE--I-WUH OWNERS FOR APPROVAL OF ALL GENERAL LONIRPLTOR SHPLL 9E REEPONSIFSLE EOR ALL....NG pEP1RTlENT INSPETIONS � 2
YNNTMTOO RIM WARMNIV AND SHAM REDGES3TO MAINTAIN
VENFYALL WO0.K DIMENAONS ANOCONDRIONS ATJOG SITE INCLUDINGLARDING AND SUE CLFAMNCB FOR NUVERY OF EQUIPMENT AND MATERIA",AND REMEDY ALL DISCREPANCIESWRH ARCHnECTPNORTOTHE COMMENCEMEMORCOMNUATIONOFWORR ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSW.ATING AND SHEEIQOOKING AND ,SECURE THEL.1 O PRIOR TO RELpVWSR FINAL PATYIENT IDI OWNERS.
REVISIONS
60'-0"
40'-101/2" 8'-3" 10'-10112"
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a µ k4DOWFLS �` R
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WFINFEAEIU W Nf X5 0.EINFORCEO w/19j A5
REDAR EACH WAY OE'OQ BILAR EACH WAY(US E)
°, 1
1 'i EXISTING
a. I-1
14,-51/2" 4}'—D" 15'-21/2" 2'-6" 2'-91/2"
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0 AT FOOTING
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60'-0" '� Q Z
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D.B"THICK POURED CONCRETE FOUNDATION, 3D00 pa.HEIGHT ABOVE 5).PROVIDE 2%ACQ SILL PLATE SILL PLATE TO BE INSTALLED OVER COP-R-TEX x Z x
GRADE TO MATCH HOUSE,(ALTERNATE IF CONCRETE BLOCK). TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. QQ
2).FOUNDATION TO HAVE WNW CONCRETE(21X4)KEYWAY FOOTING 6).PROVIDE 5/B"DIA ANCHOR BOLTS AT 3'-("O.0 AND W/I 1'-0"OF CORNERS, •r1
FOOTINGS TO HAVE 2-H5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS,ANCHOR BOLTS ARE TO HAVE A N
REST ON UNDISTURBED SOIL(MINIMUM 30004 CAPACITY'). MINIMUM 2"IMBEDMENT INTO THE CONCRETE IF USING CONCRETE BLOCK, cn Q
ANCHOR BOLTS TO HAVE MINIMUM 15"EMBEDMENT PER CODE EACH DJ
3).CONCRETE SUB TO PITCH TOWARDS OVERHEAD DOOR OPENINGS, ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE
FOUNDATION PLAN MINIMUM I/W PITCH. WASHER AND NUT.
4).FOUNDATION SLAB TO BE 4"THICK(REINFORCE[)).3000psi CONCRETE
SCALE: 1/4" = 11 ON COMPACTED FILL INSTALL I/2'EXPANSIO'N JOINT MATERIAL WHERE
SUB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUTAND L 'R.iy F.,• A' �•'
COLUMN
BASETED T OM THESHOULD
SQUAREST OF THESUB-THE BLOCK THAT
T "' W EM
POLIS OF
THE
BEET THE ANDPOSITIONED
JOINS SO THAT THE
SHOULD F THE SQUARE N ONE FOURTH THE JOINTS ESS OFT E SUB I
SHOULD A IM LESS THAN ONE-FOURTHLD E EQUAL
R OF THE SUB IN
DEPTH.MA%IMUMJOINT SPACING SHOULD EQUALSUB WIDTH. 1 # DRAWN: MH/M$
MAXIMUM JOINT SPACING FOR 4 INCH THICK SUB IS TO BE NO MORE ;ryN, 1 41 SCALE: I/4"=1'-0"
THAN 16 FEET.
JOB 4.
JAUSary 03,2013
SHEET NILTMBER:
PAINTERTO PIPME AND PAINT ANDOOR MCIATO MAINTAIN CONIMCTOR SHALLNOSIFY dRCHIRCT Of ANY OI5C0.FPANCIESBEIWEENTHEORAWNGSTHFSPELITIGATIONS,ANFTHE FIELDCONDMONS,AND SHALL REQUEST CIARIFIGTION PEFOREMIAMENCINLWOPK CONTPACTOR SHALLVkTIN AlL GENERAL EOTF TOR TO COpgpINATE MEETING WRH OWNER[)FOR APPROVAL pF ALL GENER4L GONIRALTOR 6HALL HE RE6PONSIBLE FOR ALL BVILOING DEPARTIYENi INSpELTION6 3
MANVFARVREP'S WA0.MNTY ANp SHALLPEINSPEREp TOVLNFYALLWORK FIMENSIONSANF CONOff10N5 ATJOB SITE.IHCLVOINLbWIFING ANFSRECLFA0.ANCE5 FO0.FELIVERY OF EOVIPMENT ANO MARNALS.ANp0.EME0Y ALLpISCpEPANCIESWITH A0.CHRELT PpIORTO THE COMMENCEMENT O0.CONTINL1AT101J OF WOR% RdICH ELECTRIC,PLUMBING,AND HI PRIOR TO NSNLATIN6 ANp 5HEEfROCKING AND SHALL EII THE C Of 0 PRIOR TO REOEIVING FINAL PATMENT FROM OWNER[).
REVISIONS
60'-0"
7•_0" 14,_0•• IS 14,_0•• 10•_0•• 15'-0"
TW3052.2 M3052-2 M3052-2
(2)1-3/4X9-I/2 ML HEADER (2)1-3/4X9-1/2 ML HEADER (2)1-3/4X9-IR NL HEADER (2)1-3/4X11-7/8 ML HEADER
O I I O
It
I-3/4X11-]/B ML FLUSH BEAM LL u O g m
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MOVmD\MGE"INE,iEn 'IN
6xY'OOCIA3f�lDEiERNNFD
LOCATION TCC}2[
IN FILLOWITH,OWNER
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AEEL WLY COWMN w/
CON
8'-5Ih" 1851h" 18'-51b" F4 4'_0"
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IN m
M v (3)1-3/4X16 ML UPSET GIRDER(ALT.:(3)11-]/B ML w/(2)3/8"STEEL PLATES' (31 1-3/4X16 ML UPSET GIRDER(ALT (3)11)/8 ML w/(2J 3/B'STEEL PLATES (8)1-3/4X16 ML UPSET GIRDER(ALT (3)11-]/B ML w/(2)3/e"STEEL PLATES ; --. -
,EXISTING;'�
V 4 4%I/4"MR COLUMN w/ / ~�
N q%A%IH STEEL COL MN w/
w'xxxRC D r15 GARAGE .UNFORMED /c FTG ------REINFORCED E5 RCID w/IM1)C
� REMR PACTI WAV p3'OCj M0.EACH.101"OCj , r
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5/e"TYPE-X FIRE RATED SHEET ROCK ON WALLS AND CEILING 11��11
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I DOUBLE UP SHEETROCK AROUND COLUMNS(BO%INJ a
3'-G"WIDE STAIR ----- 9
9T 16T®]-01/16"
j
ry 45 MINUTE FIRE BATED
DOORS,/SELF-CLOSING - ------ r�•"L
o HINGES AND STEEL JAMB v
PER CODE(TYR) - -
m O
iO
(2)1-3/4X9-1/2 ML HEADER (2)1-3/094/2 ML HEADER (2)I-3/4X94/2 L HEADER (2)1-3/4X11-7/8 ML HEADER 2)2X10 H
TW3052-2 TW3052-2 TW3052�2 9'-0" 3'-0"
7._0" 14,_0• 14•_0" 10•_0•• 8•_0•• 7'-0,• �
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60 _o o
11 PLATE HEIGHT AT B'-6"UNLESS OTHERWISE NOTED 6).STEEL POSTS TO BE SECURELY FASTENED TO GIRDER WITH Z
GALVANIZED BOLTS AND WASHERS(TYPICAL). V�
2) EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFN2 STUDS AT 16"O.C. •H
]).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES -4-
3) EXTERIOR SHEATHING TO BE THIC K FIR COX PLYWOOD. WH APPLICABLE.PROVIDE D€BRI-PROTECTION PANELS WITH D
FLOOR PLAN
FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING Lu
4) DOUBLE AT OPENINGS ABOVE(ttP.).PROVIDE
SCALE: 1/411 = 11 BLOCKING AT MIDSPAN. e) FALL WALLS AND IRE RATED SHEET ROCK-
5).
OCK TO BE PROVIDED WITH 5/e" PE-X
5).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE
OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).SMOKE AND CO DETECTORS TO CODE(TYPICAL).
MICROLAM HEADERS. gl" I •C jti,
DRAWN: MIT MS
•1„�( SCALE: 114"=1'-0”
JOB#.
January 03,20L3
SHEET NUMBER.
.. .,IFl7t^Y.`flSlx'a
PAINTED TO PRIME
AN PAIMALIOCCOMER3TOMAINTAIN CONTMCTORSHALL NOP%ARCHRECTOf ANVp13C0.EPANCIES BETWEEN THEpMWINGS.IHE SPECIFICATIONS,ANOTNIERECONORIONS,MDSHALLREOUESFCURIFICATONBEFORECOMMENONC=RK CONTMCTO0.CON"NRIM ALt GENERAL CONIRACT�i1 TO COOROINgTE tlf£TING WITH OWNERS FOR APPROVAL OF ALL GENE RAL C EFOURE OR C ALL BEIOR TO
RCMFOR ALLBPAYMENTLOINO EFROM Cii INSPECTIONS
MANVFACIDRER'3 WA0.RANRANO SHALLIEINSPEREp TOVfNFVALLWO0.K DIMEN90NSANOCONDIiIONSATJOR SMC INCLUDING RVIIDIND AND SITE CUORANCES FOR DELIVERY OF EONWO,T AND MATRWA1,AND REMEDY ALL OIECRMP CIES WITH ARCHITECi P0.10RTOTHE COMMENCEMEM O0.CONTINVATION OF WORK Rd1GH B.EGTRIC,PLVI'IBING,AND HVAC PRIOR iO INSOLATING AND 6NFEIROCKING ANO SH4L 6ECIIRE iHECefOPRIOR iO RECEIVING FI qL pgT1'IENT FROM O ER .
REVISIONS
601-oll
..........
12NF
INSTALL HARING PER CODE
c NESECTION TORE T�
REMOVABLE(VIF)
0"HIGH KNEE WALL
A
------------- -'
---
Y'CODE
[Xp`TERMPNEO
IN LOCATION T
FIELIJWTH..
C UNFINISHED ATTIC STORAGE
0
1-3/4XII9/8 ML RIDGEEXISTINGH1-3/4XII-]/9 ML RIDGE
Z
OL
C
ES
------------------------------------------------------------ --------------------------------------------------- ------------- 0
-------------------------------------
----------
.....................
I_o: HIGH KNEE WALL
12
Coll
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1) APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET DAMP PLYWOODH!SHEATHING 0 ao: 2�
MUST HE DRY AND CLEAN PRIOR TO INSTALLING UNDERILAYMENT. 0
2).APPLY METAL DRIP EDGE OF ANY UNDER I-AY ALONG MIKE EDGES AND ON DERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE E Q�
DIRECTLY TO THE DECK ALONG EAVES. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 15 < a ROOF PLAN COMPLETE.
3) USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING
SCALE: 1/4" = P 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. :n cp
4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT
WITH ROOF AND SIDE WALLS(TYPICAL). LEAST 318"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
USE 6 NABS PER SHINGLE.NAZIS ARE TO BE FLUSH WITH SHINGLES BUT NOT
CUTTING INTO SHINGLE SURFACE
A
f
j DRAWN: MH/MS
SCALE: 1/4�=V-D"
JOB
Imuy 03,2013
SHEET NUMBER:
PASNODEPTOPM E AND PAINT AND SNA E�ES TO MAINTAIN CDO ALL EPPS GFNERgL CONTRACTOR TO A-5
..u=�R�AND SNAU PE INSPECTED TO VDIRIFY All IAl r�RSHAtLW��AK��UCFAWDI�REPANCIES9�'��'..'�..��"��111.10�l,..I.EIIEI,.�.��ITION�,ANOS��REQU�CIARIFIC�MBEFOUCOM�CINGWOU CONTPA�S� VU
ENSIONS AND CONDTIONIS AT JOB SITE.114CLUDINC BUILDING AND SITE CDEAPANCES FOR DEMI OF EQUIPMENT AND MATELIALLA,AND REMEDY ALL USCREPANCIES WITH AFSHTI PWOR TO THR<OMMENCEMEPT ON CONTI OJOH FTECTABIC PLJJFlESNFA AND A�C PRIOR TO NEI A�ANFEENFA�ALNEi ANO SHALL 5E�RF THE C 0 �NDER TO E�MVIBNNB FINAL FEAYPBENT FROM CHI
M AITtOAMLLOF...E. BE IN.WITH----APPROVAL ,E-1 ,-Al MNA-BSEB N-E-EA-A.FI AN--'-IN---A--T AEMEFAI
I
REVISIONS
16r-9Vbr
2X6 DF#20®16"OC
10,-9ys„ 12 — —
M �e
� 1
WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
Af PER TABLE 1 WY.l l N Y S RES CODE ALTFIWATIVE FOR OPENING PROFFRION(If NOT USING IMPACT GLAZING) Q�Nry 3'HIGH HALF WALL OR RAILING
WINDBGENEEIABUMUOEBRI5Pap1E[IICNFASTENINGS MUI FO0. bBTWTCNMLPANMSW�pSTMCNRAL PANELS WIFHAMINIMUMTHI0WFSS OF]II6' .F\O j,
COVERGLUMPANEL SPANWITH OF FEETSHALLBEPERENG,.OROPENING FAOTSTEPS IN ONE-AEE TWO3TORY SIBDINGS PANELS SHALLBE INFER TO H' Lf] I 2X46
COVER GLUM GRINNEDWITHIS OTASMUACMEM NAROWPAE PRONGED,(BEEERTOSECTION IMBRIA,IN'"ANOTAME"DE LlMINYS RESIDENTIAL O 16"OC O
LON51(WCIIbN CODE) THIS I$NUTpiUOSTEMISIN RJR DBRW PRESSURE ALL UPSWINGS MUST HAVE DE516N PRESSURE UFGRAGFS MORE A,,U ABR,
ALL PANELS MWT BE CUT SUE AND READY TO USE ON ANY NEW WINDOWS MO 000RS SHUTTERS MUST BE PAREST FOR WHIT OPENING RIS TO COVER, _
HARDWAILE M UST ACCOMPANY SHUTIEBS FOR WSTALLMOONI. 3/4"SUBFLOOQ
- - '- N I1-7/8"TJ1360 WOOD4 FJ @16"OC — —
py 11-7/B'TJ1360 WOOD;I�J ®I6"OC y q m
I I v�A
-_ .I�• �` IIIL Ij--T l- _I-.:j,r' GIRDER
_ L�. , If i .. 1 „ �-`- w z
f I I'I' 15/8"TYPE-X FIRE RATED
1 � 01 �'II �II� , ���I SHEET ROCK ON WALE � 45 MINUTE FIRE RATED
i I / 11l 1 �a ll4 AND CEILING [-
fj � I J ���4 �i � F �I (TYPICAL) - DOOR AN MINIJAB a
u
�II g�jl ,_ HINGES AND STEEL IAMB ® ®
4� � -- (o
ACO SILL PLATE. 4%4X1/4
COPPER COATED STEELCOLUMN
1 I, I� IIIf$I' '��11I II IJy,� TERMITE SHIELD,
,�
I ��I* FOAM SILL SEAL [
IyI �I d /,_ I�_ '_�._Ia��;d I ,nxrmvwn.om �II ��- /III' t� Ij1 PITCH SLAB)/8':12" 00 —
i' TOWARDS O.H DOORS
4'
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+i( `.I ' I I III. I II' III �ii � O P' t•°:•Ci : • - 4'COMIC.SLAR.REINFORCED p'
1 4B"X40"X12"COMIC FT6, u'/WARM OVER COMPACTED 8"COMIC.
SOILOR GRAVEL WALL O
W/(4)MI5 REBAR E.w. z
O
OPENTN F-4 O
V I
1 I ! `'l ' flEss TxoN i'-ova'-or DPErvmGI WNW CONC.FDa
l l� I r l i { I I I III (2)MS REBAR I^� z
TYPICAL DOOR OPENING
SLOE MmM-USE'Ha'OPENING) CROSS SECTION Q a
w
SCALE: 1/4" = V-0" Q C)
- 7
II]T = 1I -t TI =-f L� - -I I_Id I{ 4 1{ ' I IL O W FI� GENERAL L'^
II I , � lil II, I , I DRY WELLSMDST NOT YEDSEDWIIERECE ORINOODINGO AGI)VD<REAiEA STORM WATER MANAGEMENT DETAILS W
I I III I I h�! I� III, / SIGNIONG OF IGROUN BARMfMSEfPAGEO0.FLOODING,GERATIO OFS GO
V OODING OF GROVNOWAT OR W H EOPRA ON Of SUYIDREAL E
SEWAGEOLSPOSALSYSTEMfAN00IHERSUBSURTACEMUTTUR-
(IJ D0.vWFMMUU`0BMC EPANDCONFILU0.EDWHFRETHEIRCPNLTRUCTION N.T.S. DEB
o
WRINOTCOMPACT 501"IEILIWMTERLYWCLLFLNALLSAURIVABUT _J
SHOULD ME PROTECTED BY EASEMENT.PEED RESTRICTION,ORDINANCE OR OTHER W
MEAL MEASURES PIAT PREVENT ITS NEGLECT,ADVERSE ALTEMTTE S ON,AND REMOVAL TDOWNSPOUTS U
I"�Tf SII THE BOTTOM OFTHE OR'WELL PAGES BE AT LFAfT I FEET ABOVE 5FAHINAL HIGH DRAINPIPE
C WARUILTELEORBCOROCKANO REAfLNLLAf PO55RULTOUNIFORMLV ETIMBE 1ff ROOFARG ROOFM PARA AOf ROOF AREA ROOF AREA DRAINPIPE
rm� (I ill' e: OB"fRIYUfE0.UNOfFINFILTMTIONOVERSUDMDE5010 NOT, ®IAY ,R.OE �I/p'A.G, LEADER(IN) 5O FT. LPM pIAMkTE0. M•SLOPE GPM V•1'SLOYE GPM
CONSTRUCTION 3 310 ARB ] 3 I6H 6R 3330 96
} IBq
r JIII 1 ! I 11 I �M FOR DRYWEM,PROTECTION GET R SVRGRADP 501"FROM COMPACTION BY
( 'II PI ' t 1 +I CONRRURION fOUIPM@JT ANO CONTAMINATION ANDCI1lL41NG APf VITAL. 1 ]lO@p ]V/] 19]1 R3 / 3]W 15fi 5300 @B
4 Y 1 { II II Irl I P0.10RTO RS CONSTRUCTION,THE AREA TO BE USED FO0.TOME'.
IE DRY W£IL SHOULD BE S R5p q6O 3 3330 131 5 fifBO ]]B 9M0 3f3
CORDONED OfFTOPR,NUEc. MUCDON EOUIPMFMANDSTIXXPILEO MATERIALS fi )YID ]]3p
FROM CPMPAGfIN4THE SVpGMP€301L[,PUNN6 DRY W€kkCDNSTRUCROM NEB pBB 6 10]00 4H 15100 fi]D
III1 PREGMONS SHOULD YETAI(EN TO PREVIEW BOTH SURGRADE SOIL COMPAC90N
J I I ! ( I + AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE
/ � I III /I BE PLACID M USEL FX<AVATION fgVIPMLNL ALL IXGVATON LOUIPMEM'RVOUID
BEHU EVONT E RIE HARRIS OF THE DRY WELL
' I I I Y TRYWELLCNCER LMpESOII CONTAMI NARON AND CLOGGING BY SCIDMLM, E 9CEE GUTTER R�ANDARD \y
Iif� l ( f 11 I ( II�II�
11 SHOULD CONST0.LO.SHO.TO B EO ELNCM UNTIL ALL OTHER C.14. TION HUNS
14 , I ! V SHOULD Yf 0€IAYfb UNTIL ALL OTHER CONSTRUMON AREAS THAT WV }
'I_ ,� �, ry I II (I -_� r }h� TEMPORARILY CHL PFRMANENRYOMINTOTHE DRY WILT ARE STAB1UgDMIS 1)EXECUTION QZ
DELAYED CONSTRUCTION EMPITOPASISTHENEM". ' .0yR ONOVETION EQUI A) EM NEE BEAN INSEWULITUN UNTIL 5U6RRAT6 HAVE BEEN PROPERLY PRFPARD, O Z
/i II III nI �I ! TTI mmeunu a[ MDW pRYW OMGIMRI PREY ERSMPAOION pT CONSTRUMlI f SIMILARLY
]) PREPNWIION 62 O
ANDFMTEg1AL STORAGE DURING DRIER SWE CDNST0.UCRON AONWIES SIMIWILY / A).CIGN AIRFACE THOapUGHLT PRIOR TOIN5TAUATION _Z
USE OF THE DAY WELL ASA SEDIMENT BASIN H5T0.0NLLY DISCOURALEO WHERE B) pgEPARE SURFACES USW GMEfHCOSRECOMMENOTO MTHE MANUFACNIIE FOR Q x
VNAVPIPAYI£,FXGVARON FDRTH€SEDIM€Ni BASIN SHOULD B6AMINIMUM Of AORAVINGIHE REST RE5.LT5 MRlHf$UBSTMTE.NGFR THE PROIFLT[ONORIONs Q
3 FEET ABOVE I.,ONAL DESIGN ELEVATION Or ME DRY WELL ROITOM ROOF AREA 3110350 FT.
i:+nron coAxvwio ACCUMUGTEO SEDIMENT GNTHENpEREMOVEp WITHOVTDISTURYINGTHE LU. DNENHE N[EAlID METALSURFA[FS MO SURG0351N CgYMA WI1H Dt551NILM
.Aol,R.O. O, SLIUUMEESOILS ATTH[pRY WELgOITOM,WHICH fHOU1D BE ERARUSH[O ONLV ATIDOA WATER RUNJOFF:353 CU FT, METAI$WfRI PROTECINE RAC
CNG PAINT. LO
nxonmle vnnc AFTER CONSTRVCRON WURN THE DRY.DRAINAGE ME IS CEMENT.AND •=
OM By WELL RGSTNILITO PRONDE(2)6'DIA X S'DEEP DRYWELLS 3.AISTALLAT]ON: J� � In
TYPICALMULTENING) ENINGS IFDavWEu.coNsiR.rnoNurvNorpEpfuvEnuNDLrtsOR.VNALEAREAIs A1'MRFORMWORK1NA=RDMCE.'I AHANOROgANDTHEDMVNJGS Q
(MORE THAN f-BN3'U•WFNING) INMIL316,UIVIiNi1ON PIHME b'CONSTSUCTIONMEDIVER AILIFUif DRYWELLS CAPACITY 422 GU FT. 1).GIITlE0.IDB ERSET1 IDWMOS LEADER I'Tp 3'FpREVERYID'OF 0.VN. - W
INSTALLED pURING ALLpHASES OF C1U SIRUEION TO DIVE ASURE SH O LD NO 3) +71EET MEI4lpIN LHJGD6 WTM WARERRMf1O DO
SEDIMENT AWAY F0.0M THE ORT WELL hIESE OIVENION MGSUpFS fh10V1D NOT j COPPfI1/1£M'ELASH MO WILERGIII-IEgSJO OOWN5PWI5 MO
Ll REMGVLD VMRALL CONSR(UOION WITHIN THE DRY WILLS DRAINAGE AREA ACCESSORIES
IS ONE BILI£D ANDTIIE DRAINAGE AREA STNILRED. 3) ALUMINUM:RMET MD GULF WOH A BUTYL EOCAMNF 3OIM
STONE CTOM,AMAXIMUMU X RE PLACED IN LIFTS ANO COMPACTED 15 EO USING PLATE CONNEDUCHS
COMPARO0.S.AMA%)MUM LDPSE LIFETHICXNEff OF I31NCHE515 RECOMM€NUED, 3)�GLNNEOF DOWNSPOUTS TO STORM SLAVER SYSTEM IGTED,SGL
PROERCONNECn.WATERRGHT , 'LLLT
A'WITH ALL
01 DRY WELLS TO BE SO'MIN. q PROTECTION
Af WITH ALL OI HER REST MANAGEMENT pMCTICES,PRETREATMENT CAN EXTEND THE A) PROIECTW4AUE0 PRCpDO5 VM11
ED
NEIONAL LIFE FDADRY WElL WHLLE GENERALLY NOTASIGNIFIGMSOURCE OF AWAY FROM HOUSE TOUCH Up,
RFYAT0.UR =,O U
RUNOFF POLLURON,ROOFS CAN NEVEgTHELEi5 RED1E SOURCE OFFMTICVUTFf ANO COMPLETION S
THOIJAORGANICC.ROOFUETr AN 0.ED
sSET CONSIR.EION.SEpIMME AND DEBRIS O y y
THE'Rk"FORi,ROOF
LVT,R 6WRUS AND
OR SUMPS OR
PRAPS(F(RUIPPEU AD a ),
CLEAN.O UT2 IN CONDurtI TO A DRYWEIL )AMID BE wcwDED WHEREVEa R EF,'A DRAWN; MIl/MS
PMCTICALTO MINIMIZE THEAMOUM OF SEDIMENTAND OTHET PARTICVGTEs F . D R yLR yi
THATCAN ENTER TME DUV WE L,
SCALE: I/4'==l:-0:.
JOB#:
�n ]mmary 03,20L3
SHEET NUMBER.
PLANTER TO PRIME AND PAINTALL DOOR MEESTO MAINTAIN CONIRAEORSHAIINODFY ARCHITEEOF ANY 1XIONpANHRI.FIWEEN THE UMWINLS,ME SPEOPIATONS.ANDTHE FIELD CONDI110NS AND SHALL REQUESTCGPIWGTONpEFORECOMMENCINLWO0.X CONTRAEORSHALLVEAIFY ALL —
MANVFAEUgER'fWARMNIYAIJDSHALLRE11V5pEEFOTOVERIfYALLWOaK DIMENVOMANDCONOIRONSATIOBSREJNCITERIF WLMNLANDSWECIEARANCESFORDEWERY.1WGPMENTANDMAIERA6.ANDREMEDYALLWSCREPANOESWUHMCHREEPMORTOTHECOMMENCEMENT.RI.NTINUATIOIJOFWp0.X R��'VLCONIT2ARORTOCOORDINATEI'IEETINGWRHOWJERSFORgppROVJLOFdLL GENE2gLGONREdCTOR6HpLLHERE_VDN6IHLEFORALLE.ILOMGC,,,F4 ,NTINS,.,,TMNS A 6
UGH EI£CTRIC,pWMHING.AND HVJC g210R TO IN9ULITNG ANO SNEETROCKING AND NW4L DIIRRE THE C of O PRIOR TO RECEIVING FINdl PATRENT FRDN OWNERS.
REVISION6
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY
KING SIGNS \
RAFTER WALL GT00
ENOWALL CRIPPLE SNO
BOTTOM PLATO y
RIDGE LEDGER BArHNB
HEARTS
DOVRLE .101ST
pF.WPLI
RAFTER
J PCIc SELLS
RODS USE NUMBER DESCRIPTION APPLIC PTION
HOLD DOWN CG'INEPT t0 1 SIDE OF ALL CORNERS
15i. PO55 gLIHOE TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FEDOR JOISTS UNDER FOR ADDED SUPPORT
GDNNCDT TO 1 SIDE OF ALL CONNORS ON LO-SIOIJ USP NUMBER DESCRIPTION APPLICATION LOC PTIDIJ USP HUMBER DESCRIP TIION AWLICA11.11 RAFTER 9ZC USP NVIAO CR DES[RIP HON APPVGAVON SUPPORT EACH WALL RUNNING PARALLEL tA4 iH LITE FLOOR
HOLD 00`NN BOTH BOT PLATE OF END FLOOR AND IDP g /, g B L52G 18ga $LOPE HANGER PPPLT TC CACI\ RAr HCR / ICOG CR JOIST DIREC➢ON WTJI 2
2ND AD55 pLL OPENINGS LSTA1211-1/4"+12' 3p o STRAP APPLY 10 EACH JACK SND ROOF LSTA2J 1-1 "v]h" 4 a- SIR AP APPLY CO..R RN GE TO EACH RA 2v G-2v ( ) HOISTS UNDER, WALL
P PIL HDR PLATES OF Lr. FLOOR
CONNED CCI iIiR OU GHTOR JOIST NOT DIR[C RY VNpCq PARALLEL \VALES', PROUD F. �I
IEE FLOODS 10 EACH OTHER W/ TXPEADEp ROD ALL OPENINGS Rf3 OR RTJ TNGAN ANCHOR AP PIY ip EACH GRIPPE SrVD 2110 LS2ID 1Bgv SLOPE HAPIGEP APPLY rC EACH RAPIER / LECG Eq BLOC KIIIC ®]4"pC
WALL sno
/� TEROUGE-ROTE [AN wsr
\ vB Xs SELECTED AN
\ LOC ALTOBr coo
TRACTOR [ ED3
METAL STRAP V OUT 0 w
VMnw DON CHANNEL
RIM BY AS REQUIRED � + O y'
RArfr:li 5'u' e• r 'M
RAFTERS MAINTAIN
HILL PUTE(s
VW111AlION y
WpOO JOIST h U
C n
FOUNDATION TOP PLn iE BLOCKING
•_•• •_ •• •_ •• •• zN LEDGER BLOCKING e
2,4 SOFFIT JOIST
STAPPING r0 BE ATTACHED ID WALL SNOS.787 ATTIC SHALL BE PRESETS WITH A FASCIA R•
AND ALL WIRDOW/DDDR OPENING JACK STUDS MINIIA UM NET FREE VERRILATNG AREA
FLOOR JOIST DEPTH VSD NUMBER DESCRIPTION APPALAnQFl WALL SND NOT LESS THAN 1/150 OF LEE AREA OF tiUTTER
FIE SPACE VENTILATED ALL OPENJOS MOD GIRDER
INSTALL 9'0 O G. i� SHALL BE COVER[D WITH CORRUSION- ION RN SCREENED VENT
C - R" ItiIA^d 1-1/4"v26" 2050 'iPEAP AND JACK COME HCSISI AHT FIE TAL MESH 1:41H MESH CON 11 N. SOFBi/ C%L PLYWOOD
ON ALL RETURNS OPEPIIN GS OF A INCH IN pIMENICE.
INSIALL i'S" OR I LOCATION USP NUTABER DESCRIPTION APPLICAIUIJ SOFFIIEO EA.
B" - 14- LSTA3u 1-1/4"PZG ldga STRAP AND 'ACK STUDS CONNCCI 1p
I - E RAFTER RIT 10-3/4' v IN,, TYMFN ANCHOR
ON ALL OPENINGS / EACH PAPIER PREMED BLOC ICING AR TNG EII JOISTS THAT ME SPICED AND
INSIALL TO" O C r,pry NFCi r0 OVER BEARING WALE AND HEADERS y,
IA" - 16 LSTA36 1-1/4136 l8go STRAP PND JACK SN OS B" - 1Y' RYIER Rr^_J 21-1/B° v 20gu rI➢OWN ANCHOR EACH RAPIER
OR AL1. OFF.NINGS
214D FLOOR WALL / O
L LLL LJ I
RAFTER
W
wo0o .,IT ] `,L
Q O
TOP PLATE GIRDER/HEADER W "U
151 BODY WAIL SLAPPING TO BE ATTACHED TO WALL STYES RIB"OL MTI JOIST 14
AND ALL WNDOW/DOOR OPENING .JACK STUDS WALL SND [m,
FLOOR JOIST DEPTH VSE NUMBER DESCRIPTION APPLICATION y
INSTALL 4'0" 0 C H
9- - B" LATAH 1-1/1"36" IBqu STRAP AND JACK ITT IODATION USP NVMBER DESCRIPIDN APPLILA➢ON C)
ON ALL OPE14IN G5 CONVECT EACH ALL .HOISTS COIIIIECTEC TO A RSE HEADER TO BE SUPPORTED WHO
RPFILR/PLAT[ RTIS r1DOWN ANCHOR WE PROPER STEEL CONNECTOR_
INSTALL 46 O RAFTER W PLATE IF MLC. SCi FIR JOISTS ARGUE 1/2' HIGH HER UM IOL S AOERS
B" -
G. MSTALB -1/4"H 6" 1Gga. SrkAP PM110 JA
11 SIDES CONNECT D\EP r0 ALLO'N FOR SHRINKPGE & REDUCE BUMP CUTS
DN ALL PEN IN GS PLATE/LYRE SPINA STNV PLACE ANCHOR PLATES TO EACH $NO
V
DRI. SILL PLATE
TERMITE SHIELD (—
SILL CASKET '
IW GO rvC FOUNDATIONA • CONE. .1. -
OAMPPROOF ENIEPIOR t 6 HAIL POLY
6M11 PULP ON C%iIRIOR b GRANLILM DLl ' i
y STEEL COLUMN I° r
-VSLAB
C 'T • 1° v
°;• y N
COMPACT
ACi FILL ,
Y.E t1`!AY FOOTINGe y A Q•p -•.a CONE. FTG •p ,°Q'p . ^ USE MIH 3n3 SQUARE WASHERS ❑ }
° • ♦ ANCHOR BOLT COHNECTOIJ (USP LRPla OR GRACE) Q Z
6 REIN FVRCIIIu' BAR FO
PLAIN N S/9" CIA ANCHOR BOLT
DRAIN THE A v A ANCHOR BUILT CONNECTION DEPTH10 M xIMIN GRAPHIC, r 1r�FO�I Z
I
PEA 0 FV0 ALTO' TrOC
L' p N STORYIF SAWL DUALO
ImIf.AI GURU FourmA noN APPLY PLASTERS SILL PLATE m FOOD on noN z HITT RIES ]G" OC VJ G
SHEEP NEEDED FOR STRUCTURAL BRACING MIN 3- STEEL COLUMN ANCHORED TO 3i-e2i+1z" CONC_ FM .S SPACE
o I op U
STRUCTURALON
r
WALL BOTTOM Pull: m FOUNDATION 1_, SID reIEs s]" oc •tel BOB F
SLAB-ON-GRADE)
U] C co
, SUB FLOOR W
CCNL RM DOOR FRANC
6x6 1OjID wmA GARAGE
C 3MACT FILL LOTH Q�Jo1sr
H I VSE DIL sTE[ll-
f
FOR B�➢c�our �1.
PF
P T PLACE M'%6z6UVRAM SLOPE I, vrP
C 1 1 4"DRIOCWAr HOLD. MIT AND 1.111 H i p
'q,. A •• OD t-• .,. .
TO ABNEYL 11 PLOT IF N
AI incl
' fp • ST EL BEM TO ALLOW FOR .� +
S"6 e ° '• • (PROVIDE STRAPPING i0 KEEP .I NEO
R o ro ° °n.__ __ -4 •— ,� — t • °•a•••a',e _ ER + DRAWN: MH/MS
1z` °'• ° '•• �� •° ° '° - µf' - SCALE: (SEE PLAN)
Nlr1 • t9 ° °C't p'e n-,
REINFORCING BAR • •,..A • I—II /
° �° '. REINFORCING BAP ? � I HOB;Y.
nRary TILE V12 '
1' ° ' • — sT[C e A lanuary 03,2013
'M) SHEET NUMBER:
TYPICAL cont Mwmlmlc rourvonnolJ. REwroecE unto (2) rya Reryroflclryc BMs nncKEN sults BENEATH BEARING 'NnLLs AND COLUMNS '• ^ 1.
REINFORCE COLECO `.Nw (2) A< RONFORGNL BMs
GARAGE Dow Bmcl<our ` _
PAINTER TO ISHME AND PNMALLDO.IMPOESTO MAIMAIN CONrMRO0.5HALL NQrIFY ARCIirIER OF MY DISCREPANCIES tlkIWEEN TEEDMWING4 THE 5PECIHGTION5,AN0 THE FlEIO CONTERMS,ANDS ALL"EMEST B"DIFICATION YBD.CO,NRQMNGBNQJl CONIMRTR SHNL"A 'AIL GI]JERALCONTRACTOR TO COORDINATEPEEING WTH OIIMFR6 FOR APPROVAL OF ALL GEIJERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BGILOINO OEPARGMEAT INSPECTIONS A '/
MGNVFARU0.ER'S WARMNtt AND SH ALL YE INSPEREp TO VENWALLWORK DIMENSIONS AND CONDITIONS AT TOY SRE.INCLUDING RU1101NG AND SITE CLEAMNCFS FOR DEWE0.Y OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISC REPANCIES WITH ARCH RER PPIDP TO THE COMMENCEMENT OR CONTIN DATION OF WON< ROOGN ELECTRIC,PWtSBINC-.AND FVAL PRIOR TO INFILTRATING,dNO 6HFETRCCKING ANp 6NALL°ECURE TNTC ofO PRIOR TO RECEIVING FINAL PATM1ENi PROP OWNERS
REVISIONS
JOIST DETAILS Broad
RI.mb-Tara0 VJ,) ,11 m6' Eat m0.16d(A JOE)
b„J...nnoma• ,ml.r bora a"a111i ALLOWABLE HOLES - TJI Joists
///AAA Flmr panel naoln Etl INTERMEDIATE BEARING
Iovr panA nallBtl(2-I Y vn F%1 a9"")[o alb' Lma bzatln6 orfie.wall NO LOAD BFG0.INL WALL ABOVE
or
a16"weWv "� d above tram alta mer wall -
belowl ge.lillenen -
rtqulrttlearAalae Imalmm
alubNL ///AAA 'ml
IN' IIH'Tnr blv[klnL aI B3W Llo@r°L Vaneb above ^
Panel nmllolp Jailrlm mel m mNbe rtgrdrztl weM1 x
m beertl• bowa ]e9 minlmu Ih a wall aLmra
amn belv�a tee tea qI r u/qfP
neI1.IW 13'9 13' oearuL led l3]
Y0^6" boaen6, nnm+nr a ....,... ry
min ler emnar
mammelonionlEdgvme [n v oo m'^•°n m^..vmarwnzrau
Imrrr Rvnr Padd aaRer, vwn atm GI BI m Table A-End support "w'"""w"„ ^v-
...IIdnyl=eRartr ,In Rra ],,r L Ml Im.m rias. hom r.N ev(M1ole Lo lmltle p¢vfneaaert entlry on m!
Tll nm ena.'a"II,.ulna mm(o 1 1.11,,r N.Aklig W[ballNenen Ira min mum m^d
Kmruen"r-o"Mvubn"A"'I'm iw mtrol l" E.....n°Il Petrel ^'q°rc ROUND HOLE SIZE
HOLE 5121�
mann MENED 5 .0.F O0.RECTANGULAR
�Ik ({�m w//h A3 WY leer lv/d Framer} ""ef• etlLo nae al blW and 61wkx
AI A2 Mutl law l-,Pminlmum OOOV O r n B.
01,214mmlm na'nub
/rad A3 A3.1 32 33onn Olde/or A3 FA33bnrvtl>rlwr 34'See Auflvin£am ri FMkel Lukk Nr B2 Bd B3 B3 CS 6loau olmnaler load
tiu It
wedAwr aMn/mal Arn+IM.u'r par-mrMm amill Iola
6b"ImLlhvl
T)I,A1 B=at...nrmarl...Ell. NnT Tm[Jelfl nm
4111en61M1^I B'dGmel°rmaNmomnvle reanimannag and Ira IFIFF-111on, Inrttl In bb[J , Allaevelnfm<emenl
Web Mi(eneaa B'Wamelennaannon trate 3/4 1m11-]/B"�Ie'deep Rlln block We bloNlnL pooch;6' wllb mnne[Xnni Io lolA walr one 0tl -
reln(m<emv'nl 1LR'len IM1 wlth Wanelerm allmm(nr qulvd eni to R1R' mm nmll at Nall FF,m bJN.wvodba[Ser
i.a agar Far,1]M'-0e"ett b1o81nLPYne1;6' ^ ) Ino
rlEe el E1W W17A. P .1 or.off., tlramelm maalmum for 'J-@'a tllld/a' blv[king 641q'Je derltlnpn,mle ea<Ir[caner L
LPmJL.fi' E2.holo ntlu moo `m Tmr l.1,, mAoa
tllameler rnaslmum(or W..B,,.Ena 9l/]'dee, TJIINr ...to rlhanl2'Im6 Atta[M1 rvnrmeemunl TIIIoIR webwllh2 cora10tl
ohrnF Ponelr')1Q'tleep al E] mrM1onn than D"Ion& rrvl rat Ranpu am Lvore bJoin cal lb one BJ Blnrkm,Panel between -1 1-9 (3]Co on nxllf at 6"
or rhvner Man l]'Inn6 a[vl Ran6er (2412.7 I�0un fall IF ar,NE,A lmloP panel -anta,n ry
IDo not[ul Ran Trvr lolfl Baal mmn Plalewlln mn..IBn, I6tl 3c[Lnn'etl khe ¢'
gra' egawdmrmaemms 1 lay m ouM1
Tmf Join nm brave r<hedole T. 'TllI hI U
1T'IerILIM1 VI wltllln _ u M
Xm Wartl ME. 3e/4" U,on hof
ein(ortemenl to 1.1. mml 61 i. avv • rt v 'v m r N m
mldYnm NA rzlnl dDI 1vlstweb wifh3 aItle al 3M nv ` 0.� C'1 wY
bontl lolorrtwxL 6a R1/]") ro=w IW 13y FS.MM ndn rtmroe[s tlem
wllr al 6"or. troth tl S.
7d ezmvoWhm d nim n�er.dmmea 'I Ea E].mnaaa. e.xd 'dg able or CanLllever SuPPOrt r.w v v
fvc Lmm relnlvminE hofh �M1a6o on oam vn W[h9. I ' ° Ea wNe d rr rr'v vs m an ED
u w
pY Imo' F Min l ennErnrnGame evl1mammLinfaavineamemnmrallafemmntllcvnm a OJ
M1oaxonlal Iloal.RaLLvnoRr pT ma1F]/L" ler'IM1°n iaAIAB \p(L W ryAP Vr ^ ou 3 `y
FI Q ER E3 TII OW. 5" 5. loo^T ROVNO HOLE SRE 5 ARF O0.RECTANGULAR HOLE 512E U a "X
In
E4 Nm(vrm wn'r 3Irz^TR l ES E6 E] EB Fl rs"�S l^\ d'1 "y^ l-
nNflmgewldhr _
HIlvblwk ARa[A �DL<
wW len IBtl t bra. rG
nallr,am<bed.Jm Hera WEb S1lfFENFA ATTACHMENT kin
I6tl(3149 ben troth Irom kIlTE0.100.OECKAT TA(HMENTJp
...adewHhlIA' ON,o tl: hl/B'mlNmum
We6RAenen TII UIrIRm Slmrhalettenor br]wraMmA.elaal/ FimabIv a'-FE'. = R3/V matlmurn
I L1NAgu MNY^ no
apniatliinaem! Oie BReen nnlb wllM1 No r
irritation, rM1wIM1InR mnlatt mr/aar Inrlalletl al l/31on1 11M3
tooLrdon.i Wo.11y Tll wttlepinf qI nlnm0emxanR
rapport at InRaII IIFh...... Began It FlmM1InR BI Tlrtw Bd RIR")hrn trade.
leoa 3/P' Lvnlel lM1an l6lBP•a Bd l>-I(1) alnalad
of Tll olarap R°nde(,ilrl to RUENEtewlM lmltle Trealetl 2a \F My noll[or
Range b"',ottom Rance wrgr le[e vlwall or be°m led- \ 1J' y1/]•Inewa Three I6tl(Rlrz"I hex nadr
Tam muvnl g« a131R'Tlllolp Ron[ewitllhf
In
nDa^) Allan to.
hPlml Web mmarea Itch
a FIRM.)
See lutrnv Tmr JOIR `� OPn nM3: h,.1I atle See rner
Top boa noll r,Harlot fable hal.w.Maln[aln nm hoartl Rr drappin6lmmllMBelow
IM
wog _aBPnalon acnana(mJlmam)nfr _ _ _
banger [dRe ailNdzl to larl[ u 10013(olal Tnnlwo T1LIrlp _ -
M1mkm °rkel blod p-IR uawa V+laR1 W eb SRRmer IDs W aa5[Mmw Sln
ouWSrldm m _ PIIen Y3. 1J]t"1/]'x 3-3/IP min -5/Ifi ]/fi'r33/16'mrn O
ebwrlM1 alaelY aPPlyd mlrnL
not Tll n fiedan The 4yvuG Dram move o! 13/4' 5/L'v}Sn 6"rnln 31/]"1'r25p 6"minlmxm ar^"•m`r6`r` ISI
H O tram �/PB�P rA�rhrx NW+L¢oplbrtunewn Vmmrlr Ca W z1.96"31!'r2sn 6'urin 3-V3' z rmryee'mn1-^mlrmxmle rroIT,Ir... o'nm`vrrynunmumannume
w more,
re, .Jmwn. „-m ole my/Altus .fl".vrrvmr=.mr m . ^.eco r a
BEAM and COLUMN DETAILS
ITAKIN6FORDEGALLOWABLE vHOLESn rr^Beams rand Headers
A o^mrlwrs 1--I q
RCER ..TO. BEARINGATCONCRfTE ^uf A^dlinuml B I/n-1i
BEARING AT WALL WINDOW HEADER CONNECTION WALL Maws Joist Framing a1°''w'"' R� r7-i
oEr.w blJnlR am bead Shap pv cult l! O "` Q
voklns
claiw ran place onol
val mpPan h dm vurwa � �� ��/(\�/\(j\pj/\//�J{\/\/�� mm vm�J.1.1farei ^J ROUND HOIf CHART
Iva mount `Dr Sloml Floor lolFl framing naO mmlar—mal,
ar— a uaur en I IP W^ murim
tloer not rcrlulrc bndOnL �e p+u]naa..rxmwr ^^^hl^aemaanrm^In H
I mrd.pan hlohinL ^ b.='wAUM1vrci m^arvvrl VJ
�anl v oe n n n Fv
Parallantl han", m'.TA"ro4 O •ual•Inr xv M1mo M14uJnrmhanrrn Fan°el
TmhaSnanem mw+eA.aale"r TA JOIST ATTACHMENT at BEARING
LI ISLCmumn O O Sze<xhenl Tmr tom U unervrM umd/mm Mraaf rams mr[ Q I....µv
l"a
mnnamwor lrunnnF A[onvefe Ow^ F.P. Svern Lame-All AN,llwtl gFra,
heuXnL wtll abvvel V
CONNECTION OF MULTIPLE PIECES OF yr 1otl uA��
TOP-IOADkD\I BEAMSN ^ y Twvn� mnrm
NEARINGATCOWMN ma, `ME11l
Ea/a'WHm%ear T,I mI^ar
Mlnlmum of 3 rvwr IBJ 13'4013a'f nolL a110" O eve n
vera/,,AII Jr.MI., Mrmmomo(4rm FE!0'r 9 LEEM nmlraf FIEEATFDCOWMN m a14'"
TlmbaSlmnd UL 10'o.c lorl4'onddat,loreama BEAMONCOWMN COLOMNBASE BASF meinem=
mimmm IfunnL Rd OiH"l orinryer troth lbs CAP
[Rae rand Fla. "Int'.l-ILL'I arant"credu[etl rrrggq Illfff��� Onp^onol a1 HI O car kn
'amok -ILII rro
4mJom 3-1I o. @vul umuu n Rlm bill tram
SmNr,ae Mlnlmuf.'L_IlR"bllr O
al 04'o c rlagBerea
nwavlw l0e v �1�
m Addrriwral nail tiw4Mtlw ambo P O A,.liiin�xl1 ei
ran }
O !M LrrSmY ragvratl witA Pl O µN Umdi or]2e1 l�+n� �u ivc.rA
OaNvdvud[d mu/rlplo-memJar Mrmr Re/nn mrmnr O P2 P3 O°Y ter mediate bearing
pmdua l/rmrvre amt^imM ImdbevrinL or aM1ea ninmrmrr O ao� Z
wall from vbove
FASTENING of FLOOR PANELS �awB�nPw vmmI v.ard ma..v pEAM ATTACHMENT°[BEARING •� Z
Far- Twran n
arlm bol T rvvevn an.mr MI wenrvnun nV/ Q
oe FtNalaw
a.
COF
n'11vnv[Nu INSTALLATION TIPS nao .nvrm..v-car O L.�Irn^^m eui.ni�yPJ a�y Q
peaM1,ml=Imalmzv^mv p M n =rvm�amn mirwr:i:n°W/armmrrw.rae�'rvv i•-+ LU
- Ernd
rytefion Oeh `rrymmz•rnr.e=gym
me.arn.av .,n.,m..vnm.ew,.... uns aTnrmm�r�ogc nrravuvrw.wm arta eel
or
w uwlomi Y4n�\Dpumm�lmeauninr
m^x. anmm=aJerzungr=ra.=+•a. ne IvmaµwWv4nlrs.uena rf..HR
tt'J.I����, J�.�,'a ti,°.m„rmpm^mJw am ms,Mw WARNING
Idfr are",ama,anal banal at. l teN
Gr PIWYAWa.navv x{`v"enemn =nnea Hai P'
Imdn6/ntlaY
PIIlE0.and BACKER YIDCKSIZ"Ef
•m
li
Do rrorvuvwrtmmwlem enbv ' b
telt In.hal+A IIA roar
mIABBIR DRAWN. Mfi/MS
u a nmArRxlarlely lN/VRYAUYRflUST. 4 SCALE: (SEE PLAN)
s.naa"=a a„„are,eYmr AWryer aeluer Buslnns mnmewG UO
@ppe .ar Wmll.al Inanil4..arernnrro. n;m IBJ.If tnnmm for pmper maane daan[[armaamnn rants al nnre JOB H.
rmrlxu *r4aalY'ebm eerlmmnrnm
1 rnn.ee.re..„,r r.a, xm^ r GIII Lumellnur ea n na,raf' b JmlLa 03,2013
<•m,'ra.�.r rare nmae a..-•ma.r A,,,..w...ra..a.,e,.rr,.rvaara• m,
.:.m mm=a.°a: SHEET NUMBER:
aloe I xan...re.=,.a J.L 9.Y III
= ana.mrm ^ - ,.r`�K,
This sheet is intended as a su lement to the Trus Joist Framer's Pocket Guide which should be refer n r a n•e.m.min,,,a"+aenwa".r.r,e..•ra[,.mm.J.+..t
PP a ted fio addition I information.
,. °cant n �m��.'a�.,,.ar-.._r
PNNfER TO PRIME AND^PAINTAH DOOREGOGTO MAINTAIN w CONTRACTOR PJALI NOFIFY ARCHRER OF ANY OIXREANCIES RETAFFETHE ORAWMeS.TJE SPECIFICATIONS.AND THE FIELDCONDnION5.AND MNLL REQUESICIARRICATON BEFORE COMMENCINLWORt- CONTRAICIFFiAIIVLRIF'ALL
...cram WITH OWNERS FqZ APPR[IVAL OFAL 6ENERIL CONTRACTORnsniu aman.a �•�
+ENET3AL c NT2AGTOR TO cogiplNATE MEE(ING W ll °
O an.r.ekacymry x .a e.xp.+[ . .
O B :[can .r.nnewr+ uem..ar.n.mwee
HALL FH RESPON6IBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS
MANUFACTURERS WAgRANry AN05HALLbE INSPERm TO VFRIW ALL WORK DIMENSIONS
ANDCDNDRIONS ATIOR SITEINCLl1OINLRNLDINLANOSRF CLEAPANC6FOR OEWFRY OF EQUIPMENT ANOMATeTrIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHRERPPIOR TO THE COMMENCEMEM OR CONTNIIATION OF WONC R DGH ELECTRIC.PWM1 TNG.ANp XVgC PRIOR TO IN JLATING 4NO 5HEETROCKING ANO 6H4L SECORE iHEC afOpRIOR TO RECpVING FINAL PATIYENT FROM U.S.
Rw IISIONS
I I_*
T ii �� i L L
I
�' : � : 1 � v t FRA1 --
•- ? � � e :ti%1I7L 1 riitii, NOTES
T E� -
.
.i 1•rr
il Pal[.E-TrI-PeFTFP4 C[MnIK .cavi Yi�1
1.
11 11"..20 ga'Jge dumb shall be attached to each pat of m =t m accordance to table 3.1 1 vu DL G I ISE 1 -,
_ __ _ __ _ _ _ - "-o _,_ _.';r'n u't. _,,,e. _ .:nbe _ u - JOINT DESCRIPTION•:• NAIL lip NAIL I I 11111;DING; ISE R. EiiDc' TIAL I
I 1 1
Civ ann rn r ulr NOTES nPu rr II I PESIDPrrIAL DWELLING '
1 U,NLI R�ILII VU N(JI E S: en crarrentl .,-an tire umber,Sd m same.rue, I 1 RAFTER TO IBWALL 36d CONnv C'J EACH L 'mI^ rs3- ! D[[rn NEf
- _ req
I u_The.ryrmaca^.: tint " :..n^ . . p_Ir_-NAILI u
" .nl!!bn{mmmnnq ACmTorl:•!+mat^d tC L,ay d^<Ien JI NAH FN-IILWAII A]TMHI V' 1 •�• ••• �•9W 4:',"'COiii.,v, ! i
Intent and fmmmg deta,l:.Theca ,nimdcd a<onstmRion old,net Substitute- namin mnnectluns for.=_ CE!L!NS JO ST u:3 COAe"ON' EACH I TAGS T. PLANS)
g and shear,aa nett cellin ^ trJtc to to t_ hall be in a WA '
int gentr[ny amepte.goon burning prgervn Jon mmmv.nr,•,oub c.mene mn.,va4 a<mm m m table s s.'When A rafter or nazi do nor aid in tine wrth..us below,raiders
TG TOP PLATE 1L11X1A11 4A1"VMM11.'l•JI IOI:f ITOE NP.ILI T 1 I p/bY114W !1JilA�RTIs
Statel 1 set General p sole or Prcoo ny concern - ell b.a,a.F.0 o -all.op,,ate and:. ,_ p,a.-td ., red rc CELI',G,:.:'T: T:CIES_- 1 E.1Cn - 1 y r,p!ro Tnp!e I R - - H..MIC n _ ; I lis ; yy=i ..'17.eFa a
aavctler dr:a11,and om,ndrre,to¢scoot-,nrnfesnonally fmBhed.«m.e:rnlly I the to the::vll stud with upLft cannecHons Pooh werhanFlng the ra:;r.S!de oY the burltl,o %ARALLEL RAFTER 1 n !A L rsF< PI-a P P Ga WIND EDITION WOGU FIL:r '
1 I NWFCM SRC I LAP M1 I 20063GC HIGH
vuenn and a weemrrmmIl rc_ ,araA Prn,e... siwii be connec ad web mimt connea!om In a¢oraance wild naaie 3.3c nrCl IAPc caennrvr.n 1111 SECTION AND CEN
II pT1N lv ! ---y -�
0r Ppru pnCS AS UP UA
_ me General Conrraaor is res-Faro b e for Sum tie that a work ane.o 'rens nc n -' WALE TOF " " __
='.-'.r..,..L.J,J WJC •wJ..,c- OVLVLWIt IER PA'Rla� rtN IAtlLE tAUY TNAICONIFp
_ I _ _ _ J NAIL
a=o I d::;"I:be c,e. 'Ila,<idI up c:.uu.ImF kr ICON i
1 ._ ......_ Enncv.,T
I 1 FX o n0 I ✓�"�•_� 1
S Footan J alt i.-:.-. 1 FACE ' ,�-�.-
I nrrP<
These code'me he Ur.<.nsitlered as wall of Nc mctl(carlons for this bu,lding and I amerce with table 3 36.\poen wall stud!ebwe m tie!fall,r Imo with lludt bele,,,the Ic PAFrER �4/FCM-Sxr I tNp NAIL ¢!TICS<o/oSTORAGEn !
awo be adhered m even a,a variance wll'n rile,Jan. Sled,x11.11 6=a laved - count- - - .•.... I-- 1 I 1D
I,,,=,nR=t ,,,m=oot,, r»=,t S1v w,,, updraa„aalotS,n aLO�,...a.. _ EACs TOE r ,,.,n,..,. I i
accordance wrth Bible 3 3 I 9d C ^N 1 I ATTICS e
sn TO RAFTER E!JD I NAIL 1 j - NS %=r..n.�e
' (DC N_-S -_R E•Io::Ecluc ^t,;vn uamd d:a Lig, -- n - i I [:IGry LvnD'A.".a,,TIC i ROOF (GROUND SNOC'LOAD)
,..".LES n) roto'! _ _1 r0 r -•n 1^^-- - - - - rvvry 1 I I
1 ^ . R.. 1C P _ 2-gn rnPM4nN j °Cru 1 S COTHER.THAI) SLEEPIN Ca »u
F,rJ wailsi,-I,''6,11be ..,,,nr the(n. rdru-n,n,I I+Id.,ur bulla oWu „pLl, 1 I _ I i
4) i dtan=t f. ml btu:oxJAcd fur L =I r 1 - nmlxd ndrz:.: -" i i r" ' I I ROOMS(SLEEPIr!Ll ^
d _ , `°n,1,'t. .. ._ ___ _ m. with .. 30 I I
W I1LL 1 1\/11v 111 V V:
Cost s,billW for con4umhon mir.cisHngwnhtbazeit msswE.t;m s candab 56tm, f.m,da0on slinon-g,ado a15 nlchm!b m.sam y black 1pund.Runs, lopped cold.. 1
__ - _-_. _.,.._.- ._..__._ -_ a..ea,.d:..,._.,_„a_.^.,......:..__v._"_a xl_. NAIL NAIL ^In
r ••••:n:v,.,,...^cn:u.m....,,m.,o.n:.Wo.•cYPe:<a;.C. pi cc-CJrc,.6 iW ioicY _ _ _ _ _ ___ ..._ l.`_;1NT nFLCRI'YTL^.iJ _ NnTF1 ••^•
.__, _ -__ ,._vI- , T< _ ..._�._._=_. __ 1b,1 .!•96en•c+- apse Aru "^__ - _ G•DRD^AI'-fAN"DIRECT DIRECTION) ry I 1
____.-i.r _r 1 `i
__..Be:Q,, - _ .as..a tic:;a:r..-.Ces fc:_ hnrcn to
Imam eacc M v,ab• 3.2av ir•bd!:[.. H•- f••+' i 1 I I top 1 1
,Perot u,e ezpre„etirnr mpka=al Be the uw rf Flrr•er Alam spacing'. q bq, cad and sited in - - -- a W table:2a.L-addition to spaang.ra I 1 TOP PLATE TO 12 ad- "I 1 ask f FACE NAIL. ! Fvpnq!IS rerAC n.v (OC1GiJED FOR` 1 I _
LVM,b1C.• I 6F 1001-P 11CTl('tl SNF-1L_.,)CATH( I
e :.'_. __.._r_._- r- ._rep.:en_ inches _ the end of r + all COPD PATH - '
J) Re• r lit the Window BI1d Jaunt ichcdale`n eAarla upellln,h O eer'^ I.I. vrT l MUE-TI, 1 ,
1 1 ILIFPLAIU At `_- Eel END..T1c.n 1 _Gr,IEn. IT _^.C= - _
JURJIS I well
-- -- nRe•L r= • de
-1'd COfd•• _ _
�a F!pE
5, Tr..,.Err•rr,.nfranC+::•--nBrr^.'�-Stun-;,nr:-•rn-SaF.ra•rM r•r^-1--^.mrrr: ISL TYPE!EX.TEp_IOP.SHLppgpP2 CONNECT TnNt: 1 - _ __
,
� !yon I
Kla,lr.,..., Hcnll:. I � I
.. .IUD .0 _MMGPi .-. I :aniE I .... �LGRESS I t !-• c
PACE Lr 1
-i
1 .Aaedz,nanuhcturEs spxificatiens and applicable rode 1 Type I ext¢„or shear wills with a minimum of]/IG,nth wood stmctual panel on the vte;ler 1 2-16n r_n ..L. J.ICP _ SCHEDULE 1 -
e __t.mir gn mm 11 rails al e- _ . _ _ _ _ cgs and 15' a`_c ,n lire ;.toe - STUD I 1 O.C. I NAZI I 1 - I
%l.Tntienami Con:raaon;to:amu¢wrth the own¢:h:atI bwlt-,n rtem; ! Lo I
%2e:ncnneyP3l:nl,veliboaru en file imenor gliaciretl luno ou cpa,Cr nam of% p I.al a :MEAD R I O C , (Ar• _I F IRE npnrErinnrJ 1 I i i i C q I
_. ......- - . .- I : r. poet I Bad COMMON "" I ISfv"FE&CO2 DETECTORS i VE.CIO nL"N• 1 1 T - 1
••.h^`6^^Ine1.,•.g.^+^':+: .Iu==n n . - _ ed-Fi and lo"o.c n the field shall be m aucrdance wrth the l Lath ren ni-I mentr daedfied HEADER ALOFJL EDLES 1 NAIL _ i -
1 _ ,m. n1• im qnm; ,"a-n TnP nR BnrrDM !2-n6d rnf:npnON PLP.2va colo END ;;DES'G"J =r.FJn.nD.TrrR C.,rlrn CTan. I lC]
E).Wind Iced requnements shall be taken into account during comtru<h.n P ATC TO STUD 6d COMMO PER 2x6 UD NAIL CIS
End RESCHEC'n tall j
rel a In A Tl/>w n w nr�-Err ri. rrrSv uremvk iriur<rN'nLi.CGivrvalfviyi� I _ ENERGY CALCULATIONS I
1 Tvi.iJyvr.io -.- Pe 11-.:ate: ,--e.i••flt shat neer in-t-cl.eare tic c••rable3 ,]ar oma I1.A a"Y'-_F _ _
13 I I 1
av e: ;, _ ev Iv'ivI PLATE _-,. I Ir.
FLOOR 1OLIT,BAND JOBT. 12-16d CO IJ ! �Li:clot-Tii�„ ;,. c.-- __.J 1,,r- - u. LIC{I- ^'Tin 1 1 c 1
h. _ tie ane rvl=con r lcn¢m adiwiment teem¢m tablo e.16. I _ MMO o: FCC.i:r,T e r•ry r+!_!C- s q I
_ en_ _ - d_ n rnry _ t,__r_ _ ...r.garl.,nn _ .I le [ND .BLO FOOT SEE NIJTE.1 2 J- ---F-- Li\(< . I 1
i I .G'i' G �: ,u <nJNu -nMn n ..e - ua r
eemnnme me g _ort, IJa ov Ftp cal=yla e /1_INTERIOR SHEARWALL CONNECT IUNs vu v1'N ' ' Flrllct l - , - -- ---
_ FIUi3it FRA)�lii�fJ: ata :: Ser::l. L,� _fy - r:rra„ ._l<.Itle � I ..On
JI AI n ,Inn nn rim Lernned nu ,nn = X i r aG 31: to , ua nae LOAD Ib:PLJ CATEGORY URI lit Ie: HA2ARD51 I
nr nr,r ro,m %• a2 a`nd 12,ti' _< ,,,. •,ni 'r ira'tu . ed u -n..,B,eu
.w`
r1A 1
mw. .' 'CI
t rcas:.:ug auJ cRbr. u:um.hJa L. :n JL:c,danu ..:ii: 1 i ._..!T CSL."-.:"':0;.1 I ,"^„ _._= I-TT-moi-i � i I
o Pmemp O .Carman icer,maeenai between Concrete ran;and abuinne I-'''a 2 and 2.=»•e!p hw,y I QTY. SPACING I - - -
,nr� I I T"tP REQUIRED
1 e ' cull To. Fp 0 e= B 1 SEVERE JFT. MV Fu:c� LIGHI IV 11 17 YES
ra � 1 I
z L I lzD a :' 1 -
tunea:r-. =na,,,mr•e=,1;.-.mning,n.-.;ai lo, a, n::heater rr,eubl a.ea;
I ___. Dr. r 1 TG:3_A] rpEoo,:
e-Bd GGnlMGhi
I B7 CONNECTIQ!JS AROIiiJD EXTERIO0.'iVALL OPE!JiNLS S!Li TVP Pli,TE OFa GricDEFi sz,1ST I :J%UL ! _ I
ROOF SHEATHING REQUIREMENT. > Ft�r WIND LOADS:
4i Anv new concrete walls bene anacned m exlsune crone¢ssrunure Ben i ••-"••�• "••�,-• a••••-• �••:•:•._.:,,..,,Foal,be ha--n.,=1- F."a�--- --
I he inmi'd warn ws rr-oar, JR. mat ar'2I no Hte an :,i._,._.E Err_,.-.,,: Via. ...,:. c'n " - Ba mwuvl_ a.n E1
.:. 1.__:. -II-I-:-:•`tall to.`a. ==.:C_:.-___ < --rdarcav •`_bla r.JiJi E
,prnord rpbxy rnr lnua!lannn .. .:_J-_, �__ _ - __ ._. ' - - .iR SHEATHING NP!Lc INS.AT 1ryTEgnnEniATL ,
v JGIiT ":I1J' 'y Nnl, me 1 i `J
I3 5 _ __ - a --- AT PANEL EDLES I SUPPORTS IN TFIE PANEL FIELC NO IS I 1 I /1 I
5).Unless otnelwue noted.an.iaos an¢rade to r e 25u0 o s _Concrete fo oe Xin!C eA-H
poured on 4 inch thick sand or gravel fill,rich 611"im mesh Rird.nmit 9).CATHEDRAL CEILING A 5Evlznr. rn IQIR " „ mcI ae COMMON ION o L Bo COMMON 1®6 Q- 1 SEE NOTES. !.J
Inti_ slabs 1
r io Be mnriruutn a'ii2 nail lin<k_Aii idH,be<unm.+dedm SS=h ruiainx detl,rtv writ, `vn.a.",.;n.,ai.r.,L"..."n,.,...�,e.,m l".,... -_
..._.__ ._^-...____-___._...__-__.___....t.^.e•ar!^re::_N:e:•h^^yc nad:ed e^d I 6LOCWNG'f0 _ __ _ EACH TOE r
yr
,^.L_.r r r _ r s inti a uMM1i _ __ i ...._..._..__.._ -- - -- - - - SEE NOTE5:1(6QTH FIELDS))
N cvrv<
L'm6,r,TrI,T Inn:pay^s). .., d.^.•r e^;n•.fn^6m^^•<Inn^-^^r:-rtcr<.F•'I he-.Karn^d r'^^=rL rrPrr,in+:•.:•^ ! )ILL VR IUY PLA1 t tlLVIK NAIL
Iuraa.,.o onvE Ra, .,ca.dnv e..un, - - Ell
I
•, pa _,.c b. GO
alonE the open ail!n4 Galt n(Ine butd,ng.Connections la the ridge and wall shall be be _._. _ _ _ __...._ OTE 2 OR PANEL FIELD i
I .. r na „odea.,,, .. n, LI
"w , th nam e- ' aeFF -.r- -,n _EDGER S(RIP ,I EACH I PACE CABLE ENDWALLRARE AND RAN.F TRUSS IBA COAIPAON a4°OCT Bd rOMN1nP.�r4•,t I EC�NOTE51 ^ F
s.L<a free fcondetlan�:e-:fer _=tq.r•.._=a:aa. :,.,:. laid[Led:,,;•h•n.dba::e:era,.eme^!;- aa�� ! To DIANE •.,"..,,,.•:..ci ,Glr� I ^JAIL
R),Dam a n"S IC A^�D _'=JVFRE71POR PORCH i JOIST ON LEDGER 1J ^•••• 1 'P'ER TOE 1 IVIJi ED ! a___4 '� I
I pPmcf a:oar cf(ouridadsm.Mth bdermorm,rw-at!n-K as par"adlon 8406 cf ta_M :-8sl CnMMOtJ P mT C-'
IVx - J'L IHL4r Nf 11 Fi AHF 1_lNIY II1HY NFI-I... Ip IFMhNI IpNtplN$f-HFDI_II4 NLII r4.,n, I i !�
N Y.S.Residw gicalrial Co are of es Code.el o--nil to
film shall be applied bees iJ.llnlest otnenvhe octad,all frammy materml tc he Al ACQ preume treated lumbar BAND JOIST 1 PER END I r,
toc
F.n___ e ode ..._.._._...._._. .:el!! _. .___�n,ling. All Gate-_.. hon"_ tcA - _ o M gelulel el nr_ _•Erle! eel I 13-Ed CUM19R".OPS _
com
1
S) Drainage ape hecto,R105e i Resdend O-nma t. Cede 1 ) nrd f d path bboltdt Each pot th h doors 1 BANDJOL`I 10 '1'141 IULNAIL en_ . coil nn ^ one-- Ines n".• the on a erne SSirm J• _",II I U
,. „ - Ilea' _ _ ., _, _ ^torr -�.
mexr'
peon - c sea b= I i N I
rn . r .r. v yr•.-Err r - r _ illi d _ pmpe.<rq.nnne - 11_ A mPPae = Ld COMrdO I<ee v_, tel q TI
I
F,.-%MI VII:VIJ :VJI LJ _ureter¢ mrmum ' tle_ r ."i;""!.,be,-fin v ,mw m!S -- a1 Tal, 1=fetl 12 _ C J ry 1,^ hoot,. a(r r.
retrace^ --� - -. Pi i l`Hli1ii'J U- _ •=tta - - r m^e mar r„ehr nog -
KLiV r L _ Far framing members nAth<0.121G<0 19,the .ail spacing shall be redaced to 6 inches F.,_ h
i; ^.. L'C:rq_e;a•dlv:a.I'lo ae,oe.ci„!IJe dea,^1,10:2nnc c!zr!ieNl]xrld ;i rnasnrnnnnmP P.'mert d,dl,nr•nnrnnrrd malfvlrvre"1m.x rnnrrrt.mrrtrnp i JOINT DESCRiFr 1-111 i__ _ _ _
i .11m I Ant
Ldrtmn ivcad Framng Continuant Manual. 8"Ian anchor bolt w,th•,.,h-rr an
Use a minim,!m 1/2"Alae and nuts Feelings Shall he 3 ft. n
_ _ - a ___ _ g I �' i� -I 111.Tadulate.1 r,-sh C.na!r ipac 4q 0-ez sneer ae. ro lL jet ;iruzs imming memders cairnPor ! �=
I21.UNa!!.then!•¢e.pry.ill n_m•^g and StmL!rcral•Aroma,ma!eml[c Le!2 i BTR. .¢Foca gran¢.Porches caro rpveran mature„have re man con,em mere for the etroers r a,n„CT,m., n...,R, 1,3•- ^(" 4.m:^b:n.a,br....,::h n.ta�L�-nag T1..,,.8;^.n:.r,L.B L,.,I-ed lit::ea- r
Couplas Fir v ...� PAN - - - _ _ _
4J Oera Ioct,to have al e'O o.cNicr '- 'IJ (,ACJ I I
aaa
3).r _..:van-,ce ^ e ran_rs I. e._r,c...ane,n.c unle..Ile,teo SHEATHING LOCi,Ti"J
bIEAI ri GE'ci r-
e,psc i) A minimum of 10 inch flashing shall be installed benueen the building and ledeer- r I>z I!JAIL NAIL -nEG,' - -� -- vJEEaFIE:D Iv
Inihnwl`a I JOINT DECPI�IQ'N I _ I r
I afro;.u...,.,.. to:,.,I,n t,rrr, _ m Ir, n,a u,,,n cart„wa,:,en eFa roto _ ..,GE Z.,.,. . . _ __ _ Cot)
I I
za, ro BE fats. ,. •^ .... I
.. 'u'I„e•roto..... .
i 4).Unless othernte noted,all bearing,.all headers to be 2x10#1 F PER Doug Pia I PSurt3 Yry. PAC:NG 1 I E OP 41ON `f " ".1M0N 12"O.. c y:,ES:1,3 --TH FIELC-
I ) C i 151 r •uL LEDGE , En n"c dr mO aCn r !. 11 - F^'!," N .'D i
n " u) Ca..,cle at=,Sid b=a Farfru at evv=Ka -- _- _ I SEE NOTE
Ol] nq,.ECpI'I 4_well W ntlavV SUIS[hoot aha have RI .Jlntla:J tell plate rC 2..4 well 1 _-, �_... _._.__,�__,
' oben,n and o0 and<x6 wall ooenlne_s belween 3 ii and u 7.Provide Fire ""^"�•••_in••:-".w••n••erah�eree;and Each Jr,o•,.�,,.•,P Bearo,:.-Ed - - NOTE
or au 'WAI I RGIAan in n. Elpn NTCGQR 20NE Ed COMMON
, 1 ad COMMON a 12"O C
„ . 1JRJAi � , A
I s!netween ii - _ __ e eE E) I
_____ i �i N f r'
L-glv rin. Inn rPe-+
INAIL NAIL
and nlnrk!ngwnwrapn!i hit 1 ---_' P. I 1Q , I SPACING THESE NO 'RECNLYTOEEREF2.b.E^TOIFLAR IT:ONEDCiPCH ECL'LENOTES
ONL'
'dechQuId
il
_ led rnnnngnLla _ _ I 11. eil,h,.amatx wi:'nin»fud or u,=wmm,,il<»lour
-) P,Ir fico: .. u;iruJdctn-,; ^niJikd 1.11h:1-11 duti 6 m.,ac. a - aro.. ____ _ _ _ _ !Aatb FBI w .
ordro whet applicable •slim connecting PANELS rtM-SnC use cdx=fn't<aLLeciuulld lLtiuu R,uuds sir.ii i
1 nlania: �! l :P;hRijJi. nit;T== -� I ` -I be used
a
' t ad COM
EDGE
6) Double up Boor puu,under wails that Ivo nnrdlel to the fine,l.,it and rnrdee'bathtub 1).Ali ve.tel supply,dl alrrage.rd carting to b 1-TIi=d atfS:--- vMlviOi� '-,-1-
.:__ px N.Y.S.N)LS.Rezidenbal - ,
_4 F eL: , :
, p••.r=: ,"=..,opo..:y..••••�••�•=••1__...___.._..____. I i ,:yop_yi ca rn,� SON b o naming members forth 242<G�•the•nar,SPacinr„•;nalhbe reeuced totiinches,c � I
ate pi '
, an --.J,Priqup I_.._,,,, I f rF!Hn 1 ' " I
71 Pro:•:de t-ld/1"Ihmti mcfelame(height to match doorrnrtzl around nanwell andj 2)-Verify septic ryftam at the Enemeer for Suffolk Court,Health Department approval. I OI ern ;ue�-r LII- •i_ n 3J For exterior panel siding,gaivinized box nails shall be otem,ned to be substituted for common oats
cherac<zit...mnenunleArsherw,tenote.(rvmcaii. - - .VR •,v - _
^
^' 1 1 R Q Z
.. ncI 1 u IL I LJ ni L
„a I
3).eelA. `-lllphl-11 d-Pa Il.h : a-'.it ,?m.-..0an1p ce.mg related:Jori: rJOINT DOCRI NAIL NAIL Ir ora. SO! e C-. nlc
_ nn _ e utl,rfarl.rsnrramrel 1 ^••1=',.Jaeb.adegerny.Ie.,_^;.,^fe"!,n,l.e,..,e:tie!!„_,[titre '" r.,i!hthe vnorJ i -- I �;.,:_ fY-NTRACTO`RTi� prOVIDET1TI__sTTOVERIIY I i �� ` n
n are rn„t,Rnonrs n by n<, r^'^ _ p
<rat^r^n.e^A 1^ r3 r., nA r .center, cn ^a mi@ed - r =•" ••• 3 ! i
-� LuUt p., pyNdS ... cou -VICTIAIr 11i,unmm,`n.Jo allAlll.I OA On_rl(IY rAnA` TV n/
EC-Mm.
COMMV o _ c -J I I I n1`1
^ Q I
I"OR LESS I!2 UC FIEI➢
..r„a a o ki s• as h•n fit....],.;;t o:d 0. .,,.,., d 1,1.,.L.no it ,,,s 1 vr.Ai 'J vTFi t A r �; I _ m_5; E =C!POe1 F nRpl 1 .,YIP -!_ FOR wiOrl ACCESSIBLE
w del ail Leai-K aIL_a 1j Piech-mcal Bubb anti c it i m ffbublefm adhear•Ig to all etch[able codes and safety ♦• 21 W.SIurY]UN HANUER' AND ANiLIURS ,JI I H L- E L ETH. 1 to
,N.UIC_. MAA IFII'VLt YfIUItUIVt LUAIINL FUR CUNLILI WIIY AC4. J_ L
.eq rve„t , nI t . ^, ,rel rt P t A pi r
fa; T. .x WnG;.PC..ih' .IrE:.:-.^L.[T„ i __ - - ... .. . ,In •~ '-
-K-LA;._ ... ___ i I
V I
heeded .'1.I IVAC wheor,...Be,is h.OU,Chord'ret^all wham feet arm mmh,.mA tj wIth the MEP.T.OrJLD IN SCHEDULE NOTES ONLY. SOAlm,R602 u-HREELOCR:NG REQUIRED 1
I
anntnml•nr n'Pnnrr Be^b!M.0^g _,. _ _m Cut off concealed tl:afl open! at(rycth• d hand _ 1
r..
III.Dela.Irl er C noted, it roar rd II In rove a m n mum i/2-in, .3 y r r Nmling requ remark are baeetl nn ulgl fheathrng and m tpr ,an mcrnre hr.homer b -en scones,and be ween a top s ry and the reef spa
r'liJ atter .n,m - ;e N„v d ch ^A l,r..r,,. •,,,••r^tile[_tf,waA.r, sr nvJ,i NRcnmrarf.rio.rovrne rear;Vsrem lNom draw n4 ann 5uhmP it f.rll['benefa,
• e na'eo6'on-comer arse caret edg.'fw .-..____ ^ _.__=_.toed:^:vand.::ame -
I
: turml e-ne -vnef fv I.tali - and e:p.a an E.wmeg _ __._..__.._. ....._._.o. n i 1
12).Unless ctherwu.noted wa 3/4"Chid;TBG PTS Fir or.9dvantech plvvaood subRac:- -- "" .Caw -- ai _ i;r,.,,ed ,.u-Ceirre, a:;ale panel ecyr ra cL;ar,r:l;gns, --"
she cabauhe;.ratline regWremsomf.,an,lural 1•,IA' oxri ' 1 I 1
ann...,r L,Li am,vyue ern o-r tun Ip Iloor _- -r,Irmuc!Ilnu _ Ii,.e 1 - ) ,pe of rtild wall•,Inll unrl,ii ulw a Gu ,.
r'v i id ^i Il,rr exc ^1,r1nm L-•, I 1
- LLLL � I\Il%lL 1VV ' me,rner!!ball he anu6l¢d,of allPrndle ml111PCtOYi '_'_'" E -'-""' -'� 'p-c'iiah.hP be fmabm<ked.;:mervali:wl acaa- '•f" '
rtv I L.._ vllo::.,.ntal furred, o ,.:em
I ver,uonoer as per:nonutacures,nsiruftion:. ILC such as shear p4!ez,shall be vied to maintain load path fee(.Bads or hlunkets of m,ne,nl or glass fiber shall be allowed as fileblo<kmg,n walls mnslnssled f:"�,nty A5C'r,
11.All dc<trical to CC mgaictl as PCr N Y.S.IlctiJcnlml Construdian Cctle. 1 am as.:aa,_ a,. Y, ,•�' y„ S .� r
;l qll n#hmnm walk In have 1/1 IM1rh mnnhnr-mntlalJ.Irrrrmfk f,alnyn wxlk unit i y.\alrvu oidr,i,eu,iuu _ul,nuuur over c ^ -F - 'S� A r4 1 1 1
ceibngi and over furnzce to have 5/e"thick typen sheetr.ck.All other Pont of buildmg 21 All rlrrtnrai work Jefla he apprnubrl by a quraBed Ilndrnururr K I,a o„,tied ;L. "".Bal:,.w; ;d;., Ya ", ,
to nava rsvuiar ire ineeirnre Ali waits to damped and notched mxrters.the tabulated number of nails shall be u r:E d 2) At all mtermnnecueo between concealed vertical and hor,motal epee¢;inch as v-.curer mR,¢, d�I 1 �i I ,=
Tn tie rednfed fol- h,n sail v 7•:,-H;MB I
.. 1 3i tmid!S; -do:c_-.o:.,rd Cui:R.I;.ierwxid=d:r::uo:hr uughbu: Pcr,ed!w:R3:: ' err turn top aiLngs and cove ceiimrs. ]yjg} a ID!'-.4A N'
1y1.All roof With a Inch less than 4d_r shall be Entailed within ICC S Water b nicr or of N.Y.$ pecidenhal Conslrudier.Code_ ( '14 1 i SC L, Em I=--I Alel I
apbreved adeai.oar r.o(s maii oe applied wllh a Fiberaias case sheen with an-[PDfvi , - .4 11 1 I 7V rt u "
ti space]belween heir arineer,at the too and bottom of the run,Encio,ed,,aces /
mrrM1 down type material near 1 uaacl uau.eee,_-my:1.ee.ul+a^an 6314 o,11 t., ^suiereal Ccs_. 4 1
J6) ::I:P:':" aai.�.:.:.'.r tun a:.:.i w a :,,hL s. oar a:cd.a:e 4) At.,linnet amend vrnk nine,end dont"l.✓thea ann finny rove, 1n ren , ,tie ran or_ til ' a�
be iadallen with a foam sill gasket and colp-f x termite tNeld ur ,apPmrre.equal I ••
Flame and products of Combustion.
54 For the deadlocking of<h!mnerd and nrepiacei,refer to cannon Ri OC 1.16.N.-S Renacrdal Coac. !
I I r i
feu," C 1
IFT(iVRErM'WJI,IATi"I',.
r",�'n�r,1ftnnn„I,„..„mtr, r,rl<til,, ,n,,,.,.,,,.n,n.Axt„r,,I �,, .,,<,n,v.,..."tn,,,., r,II„r�n„, .„n,rr� .,rnr,nor,In,,,, ..Irll,n,n"r.r,,.,�,,.,x„anon„arnl":,,ILIS..„tlNnw,.k <,I„,x„rn",n„nr..,...rt ' .,�.,=oAlcae . ., „^ ,- � !
n se uamscreo ro vtxlwnuuonx 1 pnacNwrJ,.,rvn.a:nrlou,nil.,n.pE.11Jauomesunn,r+.,nr,c,ire nrnneurrs F„B osuv<m or reo,amer:r,a+n.mer[nml:nrvo Be+soy eu nlscnea,ones wird lsan,arc..coon ron¢cafamtaaelJnJroamun;Ju,n a n-' rcpA_ re coo._nuar_neenv_vn,f owkasEorz aPPev.nL ea Au c_a"ePgL cvurl=acrve•v,"u ee=esPv"s'eLe ao .ac a e
ow.fw.:,K. l =wleu_ec,pir r=wnawa nun uveae^ Toww.ebuo Give n„mrrxtTrvv IAnn+,.°i.heul=e T.aec-rof'ivlCp ro _-en,wc rN.L •Tei nine 11 11ENrJT�wFP�nonsl
REVISIONS
-L1
LIZ
FM
WEST ELEVATION
SCALE: 1/4" = V
Fm
----------
0
DID
c CP
ct, z
-- EF-M =
mo
Fm
= = m - ffl TIRE - � �
— ®® _ --- Lu
UrME] -
LILI - , -, R
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1
DRAWN: MB/MS
SCALE: 1/4"=I'-Q"
J .
NORTH ELEVATION OB 4
Splarnber23,2013
SHEET NUMBER:
SCALE: 1/4" = 1'
WAIN OR SH"'-I ARCHITECT OF OUNIRSTODI-ArLIBNMWALL ---.L OOKIRAXTOR TO MI.11H NRI PFP�%A�'OR ALL —.FA1 ..All RESPONSIBLE FOR ALL BUILOIN.—.T--1 —0 A- 1
RAINTERTO M�SEWNI DOOR 0I TO IAAU CONTRA' Nci�.[TH.C..�,M.RT.T.EC.MMENCEMWORCOWI OA5H ELECTRIC PLUMBING,AND HVAC PRIOR TO I AND SHALL SBOURE IrLE C or 0 PRIOR TO RECEIVING FINAL FAT�,GNr FROM OBmMRI
N-
INNATD...,... R An�
MANUFACTURER'S
AR ND�AU.VEIN5Nr=Tc,RMFYAL�W.IR- DII AND CONDITIONS AT LOU SIM.INCLUDING WI AND ILTI�RAK.FOR WWRY OF EQUIPMENT AN...AA.AND WI AUAUIGNURA H, , B
REVISIONS
j
- ---- -
FED
--- rip ® -
� FFT - - � � -_--- _ ® ® __ -- WWW
MUM
Eh-
MUM
EAST ELEVATION
SCALE: 1/4" = 1'
C<3 >z
0
corn
LEI
rA co
uco
DRAWN. MH/MS
4 f'tiSCALE:
]OB R:
Se comber 23,2013
SHEETNUMBER,
PAINTEPTC PRIME AND PAINT A DOOR MM TO MAINTAIN IT PYA CT OF ANY DISCREPANCIES NETYEEN THE D�NUTNE IRKIFICATIP.H1.ANDTHE ILIOD AND SNAIL RFMIDTCLARIN10.lEFOHECOMMFNERPG%ORK OFINTMUOKETTALIT --AL TO TREI WITH FOR F d11 A-2
=OR SHA KHM I N =01'..11. LL, A-T��:-A- FOR W-N.-.--T --I-N.
PIT "M ONX
.I..WARPA�A..SHALL IF P8l.D 1.VERIFY ALL FD. U NVOWSAND C MFRN AT JFA Sff�INCLUDIN6 BUINDNI AND IFFE CLEAVA.111 FOR DDIERY.1 DOWNRENT AND ATF...AND LIMID1 ALL DECIIIIANCIB..AFE�111�PRIOR TO THECOMMENCEMENT OR - TIN ELECTRIC, 'Y'IIW�OT IAPFRITIN�ANO 1..�NIFPS 0.1 1 llO.TO RECEIVING ll"L 1A1,,E.T 11 0.1.,
REVISIONS
60'-0"
40'-10112"
8'—Y 10' 101/2"
0
o �
i 41
v94 D
a _
° N 12"® OC ANDW IS
nl 'AT FOOTING ' v GO m
R
';,z U
1 YENY RTCONC.FTL 4RsNEX12'CONC.FTG
PAREACH AY H3I5
0.E9A0.EACH WAY R3'Oq REINFORCED
EtlLISY5 '
J N RAR FACI I WAY1R "DCI j
M d. A'..R <<<I ��c 'v ;
EXISTING
16,_1„ 4•_p'• 4 5h'
4,_0„ 15,_21/2' 2'_6" 2'-91/2"
H
z
z
N rW`1 d
° N4DOWELS W
°
@12"OC AND ;
'AT FOOTING
e
• v 4 v v I
° • v a v v a v o ° By �
a
40'-101/2"
8._3., 2.-3.. 3•_3.. 5._41/„
¢ z
1).B"THICK POURED CONCRETE FOUNDATION,3000 psi HEIGHT ABOVE 5) PROVIDE 2X ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER COP-&TEX Fu; TOII', Z
GRADE TO MATCH HOUSE.(ALTERNATE B"CONCRETE BLOCK) TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKE7H I� z aff
Q
2).FOUNDATION TO HAVE 16"X6"CONCRETE(2X4) KEYWAY FOOTING. 6) PROVIDE 5/B"DIA,ANCHOR BOLTS AT 3'-0"O.0 AND W/I 1'-0"OF CORNERS,
BESTFOOTINGSUNDISTURBED
SOL,(MINIMUM
3000#CAPLLFOOTINGS TO INTERSECTIONS AND SPLICED JOINTS ANCHOR BOLTS ARE TO HAVE A •~
REST ON UNDISTURBED SOIL(MINIMUM 3000N CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.IF USING CONCRETE BLOCK u] W
CONCRETE SLAB ANCHOR BOLTS TO HAVE MINIMUM 15"EMBEDMENT PER CODE. EACH r'1 IQ
FOUNDATION PLAN 3).MINIMUMIXPTO PITCH TOWARDS OVERHEAD DOOR OPENINGS, ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE
MINIMUM 1/B"PITCH. WASHER AND NUT.
4).FOUNDATION SLAB TO BE 4"THICK(REINFORCED),3000p1t CONCRETE
SCALE: 1/4" = 11 ON COMPACTED FILL.INSTALL I/2"EXPANSION JOINT MATERIAL WHERE
SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT "v"'4 '
AND ISOLATED FROM THE REST OF THE SLAB THE BLOCK-OUTS AT " '"'�{` � 4 "Z""
COLUMN BASE SHOULD BEET THE AND POSITIONED SO THAT THE �',`.;s,"',..y l• /n4q
POINTS B THE SQUARLESS
NONE-F ONE-FOUCONTROLRTH
JOINTS CONTROL JOINTS
SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN fielr�u ,I YE �Y�
DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH {y 1 N
MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE IRI' uI 1`'1�81' 411{) kh. DRAWN: MH MS
THANI6FEET .), ;`'' - , �'
SCALE: 1/4"=1'-0"
JOB 4.
AC SSIA bu 23,2013
„ A ."ll , SBEET NUMBER:
RERTO PRIME ANO PAINT AND000.E11 MTE.MAINTAIN GGNT ORSHALL NCTFY ARCHITECT OF ANY DISCRETANCIEE I—"N TIE DMWINOS THE ITSDICATONS AND THE FIRM1.NUITIDKU AND.11 REOl1EsTCLANFICA,TION BEFORE COMMENCING WD RK CONTMCTOR SHpLL VEPIFYALL
JUFACN0.E0.'S WARRANTY AND SHALLtlFINSPECIED TO VERIW ALL WORK DIMENSIONS AND CONOITON1 AT lOR IOU,INCLUDING BUILDING AND SITE CIORANCES FOR DELNE0.Y OF EONIPMEM AND M HUAIS AND REMEDY ALL D6CRWANpES WITH ARCHITECT PRIOR TO THE COMMENCFMENT OR CONTINWTIONOF WDM GOUGH S CGNTRACTORTNG.AND INAYMEETING WITHLATING 3
RRKSB ELECTRIC CTOTS T I 'OE MVAC PRIOR TO INSULATING AND 6HPEITROCKING ALL INpE9HALL 9FLURE TREE CHe4 O FR ORPTO'JRECEIVING FINALBPLADTIMETR P20ry OUNS,B PECTIONS
REVISIONS
60,_0.,
7,_0" 14,_0.. 14'-0..
TW3052-2 TW3052-2
TW3052-2
F(2) /4X9 . (2)1-3/4%9-1/2 ML HEADER
(2)1-3/4X9-1/2 L HEADER (2)1-3/4X11-7/0 ML HEADER
O
I . F O o
� � G a2)2%IOFLUSH BEAM I— o----------------------------
cD r c o
-------------
P0.0VIOF HMLEpfIREMTEp ' r" ,'r
LOCATION TC�I[pE1ERMINEp
I; IN FIEllyWITH.OWNEA 'I
,1IE I 3p EL 1ALLY ION, OC. :
= 18 51h' �'_ 18•-5 ' �ExnoxlrmNC FrL. 4'-0"
-
18'
O
0L
1-3/4%16 ML UPSET GIRDER(ALT:(3)I1-7/8 ML w/(2)3/B"STEEL PLATES I (3 1-3/4X16 Ml UPSET GIRDER(ALT.:(3)11-]/8 ML w/(2)3/8"STEEL PLAT66
m , � - (B)1-3/4X16 ML UPSET GIRDER(ALT.:(3)11-7/B ML w/(2)3/8"STEEL PLATES
,
' _�_ __ � •- -• ,EXISTING .' '
0%1x1/451EEL[NC.0
1/"%ICXI3'LONG FT4 1 IXI/ULTERCOLVMN w/
' fXgp9xQ'CON(1 _ -__ _
1PAREACHE➢w/rlf YS ARN CCEOw/I3XS '
' RCPA0.EACH,WAY 113"DC) EA0.FMCH WAY(13'OC)
-------------------
GARAGE / �•
r /H�
----- -- F--'1
p 5/0"TYPE-X FIRE RATED SHEET ROCK ON WALLS AND CEILING
DOUBLE UP SHEETROCK AROUND COLUMNS(BOX IN) - �1 p-I
3'-6"WIDE STAIRCO
97 16r®7-11/16' _---__ �•
- --- / rte'•-/1 W
ry 45 MINUTE FIRERATEDr /
DOOR w/SELF- JAI G
O
HINGES AND STEEL
Rj
� PFR CODE TIYP.) - _-
In M
P)1-3/4X94/2 ML HEADER
(2)ld/4%9-i/2 ML HEADER (2)I-3/4X9-I/2 LHEADER
2 1-3/4%Il-7/8 ML HEADER 2)2%1D HD TO
TW3052-2 TW3052-2
TW3052-2 3'-0"
7'—O„ 14,-0„
14,-0,. 10._01.
N
V] p }
60'-0" "rj' Q Z
O wz
1).PLATE HEIGHT AT 8'-6"UNLESS OTHERWISE NOTED. 6).STEEL POSTS TO BE SECURELY FASTENED TO GIRDER WITH x Z
2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFX2 STUDS AT 16"O.C.. GALVANIZED BOLTS AND WASHERS(TYPICAL).
7).ALL EXTERIOR " 2
FLOOR PLAN 3). EXTERIOR SHEATHING TO BE I/2" HICK FIR CDX PLYWOOD. WHEREAPPLCAB EN PROVIDE DEBR PROTECTION PANELS WIDES TH ED
FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING c ED
4).DOUBLE UP MIC0.0lAM5 AT OPENINGS ABOVE(TYPJ.PROVIDE Gyl`L,Ij
SCALE: 1/4" = 1F BLOCKING AT MIDSPAN.
B).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/B"TYPE-X
5).ALL OPENINGS OVER FT.TO HFIRE RATED SHEET ROCK
AVE 2JACK STUDS ON EACH SIDE
OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).SMOKE AND CO DETECTORS TO CODE(TYPICAL).
M
MICROLAHEADERS. r
- DRAWN. MH/MS
SCALE: L/4"=1,-0„
JOB k.
yQ il,•+,i�)1, Se IDmbec 23,2013
INTER TO PRIME AND PAINT W DOOR EDGES TO MAINTAIN COMMCTOR SHALL NOTIFY APICHTECT OF ANY OIEC0.EPANOBIEIWEEN THE DRAWINGS,THE SPEIFIGTONS.AND THE OP.CONDITIONS.AND 1.11 RCOUESTCIMIOGTION BEFORE COMMENCING WORK CONMENT 0.5HI3LVE0.1FY ALL —
,NUFAC PGOWARMNWANDSHALL DEINSPECTEDTOVIOYALL WORK DIMENSIONSANDCONOIUONEATIGYSREINCLUDING GUILDINGAND ERECIEAMNCBFORDEWERVOFEQUIPMENT AND MATERIALS.AND REMEDYAL-D6CREPANCIfSWITHARCHRECTINORTOTHFCOMMENCEMEMpRCON9NUATIONOFWORK 'OL�ALGOMR PLUMETOOOOROINllFflCIRT WRNOITINSA R-0PPROVANE ILL GENERALCOMRACTOREHPLLBERE5PON91BLEFORALLBUILDINGDEPARTMENTINSPECTIONE A 4
ROUGH EL£CIRIC,pWMBING.ANp HVAC PRIOR TO INEUL111NG ANp 6NEEIR0.^KING IND ENALL SECURE THE C of 0 PRIOR TO RECEV INE TIF'IATMENT FROH CWNER6
REVISIONS
5-D"HIGH KNEE WALL
U
cl 12
INSTALL RAILING PER CODE
tF
SECTION TO BE u
PNYSCOO,DFfEDAHFH,0.H`
�J
i UNFINISHED ATTIC STORAGE11 IT
\
J
a 1-3/4X114/e ML RIDGE 1-3/4X11-7/8 ML RIDGE 'E�ISTING�
O I^'
z F�1
O A
z a
12
T-O"HIGH KNEE WALL
Q�
0 ¢ z
1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL ON DERLAVMENT ON WET/DAMP PLYWOODP!SHEATHING O 0 z
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. FTI Z 0
ROOF PLAN 2).APPLY METAL DRIP EDGE OF ANY UNDER AY ALONG RAKE EDGES AND UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE w
DIRECTLY TO THE DECK ALONG EAVES. WORK DRAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS C40 < Q
Y
3 ).USE ISNFELT UNDERLAYMENT WITH ASPHALT ROOFING. -4--a —mSCALE: 1/411 - 11 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS, E/] c Tn
4).ICE&WATER BARRIER TO RE USED IN ALL VALUES AND INTERSECTIONS USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT Q
WITH ROOF AND SIDE WALLS(TYPICAL), LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. '17F w
USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT
CUTTING INTO SHINGLE SURFACE.
jH
,
�N' YTI 4
5 Jq
DRAWN. MH/MS
■
SCALE. il4"=I'-0..
JOB N:
M1I,.y�tly cL., FJy!,{LB�yf�(Y SEptembcE23,2013
SHEET NUMBER:
INTERTO PNME AND PAINT ALLDWR EOOESTO LAANTAIN CONSMROR SHALL NOTIFY ARCHITEROF ANY DISCREPANCIES WE FENTHE DRAWINGS,THESPECIFIG➢ONS,ANDTHE FIELD CONDMONS,AND SHALL RMUEST FDDFICATION BEFORE COMMENEDNO.FL CONTMRORSHALLVE WALT
ANVFARVRER'SWMMNryANDSXALLREINSPECTEOTOVENFVALL WDRR DIMENS]U SANDCONDITIONS ATSOE SITE. NCLVDING UWI➢INU AND SRECI£AMNCES FOR DEWERYOF EQUIMENTAND MATENAo,AND REMEl AUDIIFLANANCHSWITH ARCWRR PRIORTOTHE COMMENCEMENT O0.CONTINUATION OF MRR vE Al-CONTRACTOR TO COORDINATE NESTING WITH OLNERS FOR APPROVAL OF ALL GENERAL CONTRgCTOR EHAL.L BE RF9PON51BLE FOR dLL BUILDING DEPARMENT IN9PECTION6 A-5
RLVGH ELECTRIC,tFLUMBING,AND HVAC PRIOR TO INEULANNG AND 6HEEIROCKING AND 6HgLL GEGIRE THE 0 ct O PRIOR TO REOEIV IDG FINAL PATITCNT F - O—NEI
REVISIONS
- - - - - - - - - - - - - - - - - - - - - -
11-7/e
ML RIDGE
OC
0.0.0'E F
7Y'SD UFd1
2%R DFk2 CJ @16-OC
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
ASPENTABLE160914
MON.YSRFS,CODE,ALTf MRW FOR OPENING PROTECTIONRF NOT USING IMPKTG AMI O DO
WSDMMMFGENUS SPAN TIONFASf HN ME01FOUl£FORWWOSTNGPROTE PNELSWNOANDUCNMLPYNIMINM,PANI UHT DEPRECC TO W
PNOMAttMUM OPENINGS IN FFEFSHEFT PROVIONEPFOVIDED PNGPR TOSO(DNIN ONEANDTWO$ORV&llLEING5.1.4 OF FLY S. EVE PE"Al.O jn
LOVER G4SED OPENINGS WIN NOT ACHMFM HARON M PROVIDED (REFER TOSERIpNES MUST 1689.E.5 AND TABLE 3fiB UNC OFFLYSERE APMIAL
ALLPMECONSTRULT10NCOOS)THLSLS NOTDUADITOUNON DESIGN WR DORS,ALLOPENING$MLLSIMALEDESIEMAMMS UNCHAINSWHEREISTD ELE N
All PANELS MUST EE[IRTO SQE NJO READY TD U5E0N ANY NEW WINDOW5NJ0000P5.5HUF1ER5 MUST EE MARRm FOR WHATOPFNING TI15 TO fAVER.
HARD
WARE MUST ACCOMPANY SOLUTIONS FOR INSTALLATION. 3/41'SUBFLOOR
2%10 FJ g16"OQ 2X10 FJ ®I6"OCIT
u r,
I__ _r f I- It • ]. r It (3116-ML '
k " GO
) u _
...0-�s,l .-..-.J,�I GIRDER _
1 ' S/B'TYPE%FIRE RATED 4
�F ,__ 45 MINUTE EIRE RATED v /1 .�
11 I I r SHEETF ANDCEOCKONWALLS - •�C
II DOOR(45 MIN,) J 5 B �
11 � �a III I �I II IJI� I II!I •
AND CEILING PICAL) Y n
yl �I 3 � I VII ill � 1 ii,l • HINGES AND STEELJAMB ® ® � O
I II� �;�� ( ww lRa I�I� �I 1It it=`�= I , ( IF
f III /�I r 1 I 'f"�11 wunnuxra,ac ��61
IF
ACCI SILL PLATE. 4%4X1/4
117 till 11 11V I III?-�,_ '_lul;._I_. l_�I' COPPER COATED ' STEEL COLUMN
r>•� II� 4'I �� � � IJI , :I fi..11_II�L, TERMITE SHIELD, •_-,_ .__
FOAM SILL SEAL .,,.
r.r,ax=FAIN r ' PITCH SLAB I/8":12"
III II �I 1I I
II 1 I r....o,.no„rmlx� + p _
*BIO .1 _ If" I ,Intl TOWARDS O.H.DOORSOA `-
� )
1 Ii' R' : ne •. ..' 7 O
11 tl � l I� �' I�I 11 � II� IµuPiinm"`°rvnnn olnl O P• .. •. .. •. • 48"X48'XIS CON C.FTG. 4•CON[SINE,REINFORCED •• . e
( I I I i i - _ I� I ♦ w/WMM OVER COMPACTED 8"WNL C'
III IIS r I Il/ II II � ,t- — t- SOIL OR GRAVEL
� w/(4)XS REBAR e.w. O O
w„r RnnL -yPICAL WINDOW OPENING MR) — - - 16'XS' CONIC.FTG z
p"IT� Nl O N5 RERAR W
(L3THAN 4•-O%a•-0-OPENING) O
TYPICAL DOOR OPENING
CROSS SECTION L)(IFSSTHAN4'-0%1'�0'OFENING)
SCALE: 1/4" = 1'-011 W o a
ISE)
11� III G: �S_ 't - I 1 ILJ -I -�.:�-II I� GENERAL W4
1 Ii �11I 11 i (ILII DRY WELLS MUA NOT IE USED WHERE THERE INSTAWTION WOULD GREATEN T/]
•-f -(lY �ITI�'
SIGNIFICANT RISK FOR EASEMENT SEEPAGE OR FLOODING.CAUSE SUVE NS, STORM WATER MANAGEMENT DETAILS
1 I FLOODING OF GROVNOWATEIL OR INTERFERE WHO THE OPERATION OF SUBSURFACE
( 1 (Orr ( III SEWALEDUPOSALSYW5T
ffEM5ANDOLHE0.5UEN0.FACESTRUCTURES V �
( I V I V (f I f r y DRVWEMUPELOTCATEDANDOO FIGURED WHERE THEIR CONSTRUCTION N.T.S. O
( III III f l Illi I If ] f I (� rEl f WILLNOTCOMPACTHESCAPE
SUIWTHCD0.VWEL
IFINALLY,AD0.YWLLL P4/� IIIII SHOULD WE PROTECTED NY EASEMENT.DEED RESI0.ICTION,ORDINANCE OR OTHER C.l
III - lly- I'i - II Ir� 111111}II If� /I l�T`I IE4AL MGNRESTHAT PREVENT ITSNELLER,ADVLRSL ALTERATION. UTTERS AND REMOVAL GDOWNSPOUTS DRAINPIPE
THE BOTTOM OF THE O0.Y WELL MUST OF AT LEAST 2 FEET APOVE SEASONAL HIGH
1 WATER TAE LE OR EEpPOC%AND EE AS VEL A5 LEISURE TO UNI FORMOL LUTTE0.5QE ROOF AREA ROOFAREA OIAMETFR OF ROOF ARE ROOF AREA DRAINPIPE
O AIEUTE0.UNOFFINFILTMTIONOVE0.5UPG0. OFSOI "DO ®I 6"S OPE III SLOPE LEADER MIN) SQ. , M DIAMETER
pfSlOpE GENT I/4'SLOPE LPM
I'' I 11 I 1 Ir�� I �y`I nenmwc x * 340 qE0 ] IDLE 46 3 16H 61 ]330 96
1 ON RU ON.
I 1 FOR DRY WHICH.PROTECTION OF SOLO FROM COMPACTION BY
M.
1020 ].1/] 19]4 B} q 3T6p 156 5300 3]0
I �jl1 1" CONSThLOION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL
1 III I4fI� �1II 1
DOOR TO Rt CONSTRUCTION.THE A0. TO BE USED FOR HE 0PYW IL SHOULD
WE p 0 p i610 3]8 9440 393
CO0.WNF110fFTO PREVENTCONSIRURION EQWPMEMAND STIXKPIIEO MATE0.1A15 6 If]p 3RD PAID 2BB 6 IW00 4M ISIDO 621
FROMCOAVARINGTHESOGRAOESOIS DURING DRY WELL CONSTRVCDON,
ANDSEDUMS SHOULD IE TABBY TO PREVENT BOTH SUpGMDESOILCOMPACIION
F1^1 G ANOSEOIMEM CONTAMINATION.ALL EXCAVATION SITCOM BE PERFORMED WITH THE
CONTEST PRACTICAL EXCAVATION EQUIPMENT ALL EXCAVATION EQUIPMENT SHOULD O GUTTER "
I I f 1 ( 1 BEPIACED OVf51pE THE OMIE OF THE DRY WELL f
mrrn �f f I Bill IfY it I VIII �I / ')VI TO HELP P0.EVENTSUELMDE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT. NOTES Q �'
TO
DAY LCON40.UCTION BBIRME EOL OB EDEIAYED INAION ANDCLOSL ALL RCONSTEDCTONIMENT PLY
QZ
SHOULDBEOAYCO UNTR ALL ONLER CONSTRCTION AkF THAT MAV 1) EXEiUtEONO � Zke II � ITEMPORARILY OR PERMANENTLY DR IN TO THE DRY WELL ARE STABNZED THIS M.DO NOF EEGININESTAWTION UNTILSUESIMTES HAVE BEEN PROPERLY PREPARED.
I- /1 - 7f -�1 I DELAYED CON A0.URION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON C�r O
If 111 1 1 1 I f+(` / j I III wl[•femo[ OFFTHE DRY WELL A0. N TO PREVENT COMPACPON JY CONSTRUCTION EQUIPMENT 2) P;PARATION: ITwI
AND MATERPL STORAGE DURING OTHER SHE CONSTRUMCF1 ACTIVITIES.SIMILARLY, A),CLEW SURFACE THOROUGHLY PRIOR TO INSTALLATION, w
f ( f f VSE OF TXF O0.V WELLASASEDIMENT BASIN USTRONLLY OISCOU0.ALEO WHERE B PREPARESURFACES LLSWG MEM005 RECOMMENOE➢BYTIE MPNUFACNRE FOR a
VNAVOIDAR@.U% VATIONFORTHESEOIMEMBASINSHMMNEAMINIMVMOF ROOFMFA,]1OE SO.FT ACHIEVING TUE OESI RESULTS MA THE WBSfIUTF UNOFA"MEPPOIER CONDITIONS. c c
3 EVIL ABOVE THE FINAL DESIGN ELEVATION OF THE DRV WELL pOTTOM 0 PAINT CONCEALED NETAL SVRFAOS MR SUB.IN LTMTACI WRH DLSSIMIIAR •ry L C
an.Inmmrmx"'^n ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT OISHIppIN4 THE AT 100%WATER RUNOFF353CU FTMETALS WITH PROTECTIVE BACKING PONT �N
,a¢rnenwmrnuwrssmm tURLMOE SOILS AT THE DRY WELL NOTIONS,WHICH SHOULD BE ESTANUSHFD ONLY
onarxxu[o•omw wurym AFTER WNSTRUCHON WITHIN THE DRY WELL'S DRAINAGE ARE 15 COMPLETED AND
TYPICALMULTIPL OPENINGS OMINWELLCASTRUCTI0 WDRY
3.INSH LITNPROVIDE 121 B'DIA %5'DEEP DNSMLLB A) PERFORM WORK IN ACCORDANCE WHH MA HANDBOOK AND THE DRAWINGSrL1.IIF O0.Y WELL IVE STRURION ORCOTM Df[ABI I UNTMEAS ITS pHAINAGE 0001APFA IS ]),ANSEET LTO B JOIN TOWARDS WITH NOTERIl”TO T'FOR EVERYgo'OFRUN.(MOPE THM q'-0XB'-0°WENING) INSTALLED DIVERSION PIPING OF COSTRUITION TO DWE5ALL RUNE ORYWELLS CAPACITY 432 CV FT 2).SHCETMELAL]DIN IFNGRLSWHUSINGUTTERSTOTTINSTALLED DUAWL ALL PHASES OF CON$RURION TON MEASURERUNOFF ANO a) COPPER/LEAD'FiISMANOSOLOFRGUTFERSTOpOWN3pWTEANO
BEOIMEMED TH LRAM Tl IE DRY WELL THOSE I NTHEOR MEASURES SHOULD NOT ACCE550RIE5.
NE REMOVED UNTIL ALLCONSIRVE ARE WITHIN THEDRV WELLY pMINAGE AREA B) ALUMINUM:MiiT]JiO GUII(WHH A EUryL SEPUMSLP]GIM6COMPLETEDAND ZREG H DRAINAGE AREAD)ANININT HIS CGNNFDOWNSTONEFILL RS A M XIMUM LOSE PU[m IN 09 ANO COMPACTED OMM PUTS 3).CONNECT UOWNSPOVIS TO STORM SEWER SYSTEM PS INDICATED.SEAL
COMPAROW AMAXIMVM LOOSEURTHICWJESS OF 121NCHFS IS 0.ECOMMENOEU. CONNELTICN WATERTIGMPRETAGTMENT: ELLS TO BE 10'MIN. 1) PROTEC ION
AS WIT%ALL OI'HERNEST MANAGEMENT PMCTIC$,PRCfREATMENi GNf%TEND THF AY FROM HOUSE A) PROIECT WSFALLED M CLEVEUNHL01MP,0pt(FVNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 6) TOUCH-0P,REPAIROR REPLACE DAMAGHA{rpQWRUNOT POLLUION,ROOFS GN NEVERTUPES5 IV TI IE SOURCE OF PARTICULATESAND COMPLETIONO0.GANIC.CRAND.OVNNLSITE CON5T0.UOON,SEDIMENT AND DEBRIS. y�y�'I 'jr�'r N /.THEREFOREROOF GVRCAGUAROND/ORSUMPfORTMPSIEQUIPPNWHFI `^OlYDRAWN. MHIMS
CLEANUVIIN SENTTOA DRY WELL SHOULD BE INCLUDED WHEREVER `'• '"' ,J•)�\y�A�11x SCALE: 1(4rr�l,-0n
PMCHGL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATE$ T-
THAT CAN ENTER THE URVWELL r,
_ L ,::!4'','�1 i"I [41, LOB k
ILIa 1;i'. .li"Hf-
I� ScptepTber 23,2013
a
p V'P'•.�.�'� SHEET NUMBER.
3 n 105 r
f5r A_6
PAINUFACTUPRIME AND MINTALL DOOR EOLFS TO TB`%SV COMMCNSAND LLNOTISCUSAHITEROF ANYUIDINGI BUIUSINEIWEENYHEOMWCESFORCELVEICATONSPMENUAFIELO MATMIAMAND ANNEDY ALL
THARBHITECT POOR TO THE COMMENCEMENT
KCONTMROCONTINUATION GENERAL DONTRAGTOR TO COg3pINATE HEFTING WHH OWNER6 FOR dPPROYAL OF ALL GEI'LRALCOMRAOTOR 6HALL BE RESPONSIBLE FO A YI
MANUFgCRIRFR'S WARRANTY ANOSHALLpE INSPECTED TO VERB%ALL WOPK DIMENSIONSANO CONDITIONSATION tRE,INCLUDINLpVILDING ANOSHE CLFAMNCE5 FO0.DEWERYOF FQUIPMFM ANOMATE0.IALL ANO REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORTOTHE COMMENCEMENT OR CONTINUATION OF WORK R ALL LONGDEPCF-1C NTINBPELTIONS
ROUGX FIECTRIC,PWMeIN4 ANp NVAG PRIOR i0 INpIILATING ANO 6NFETRCCKING AIgO BHdLL 6ECNRE THE C of G PRIOR i0 RECEIVING FINAL PdTIgETJi FROM OWNERE.
REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USE METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENE RAFTER
CRIPPLE STUD WALL STUD
FIBRE
Bo ROM PLATE
HEADER LEDGER BATTEN
SIDEWALL DOUBLE JOIST
JACK SOLIDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ABLE HOLD DOWN CONNECT To 1 SIDE OF ALL CORNERS
ANCHOR n FOUNDATION W/ ANCHOR BOLTS
C pNN NOT
TO 1 SIDE pi ALL CORNERS ON LOCATION USP NV MB Eq pCSC aIPTON ApPLIC APON LOC ATIDN USP ITV MB ER DL'S[gIP TON APPIIC AT ON BAhI / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
2ND QG5 HOLD DOWN BOTH OOT PLATE D1 2ND BOOR AUG TOP RAFTER SIZE USP NVIABER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL MITI GTE FLOOR
ANCHOR PLATES OF LET. FLOOR CONNECT THROUGH ALL OPENIN L'S 6TNR 1-1/4"+4" IS, STRAP APPLY TO EACH .LACK $TVD ROOF LST@I 1-1/q"+24" SEE, STRAP APPLY OVER RIDGE TO EACH flgFR: yyG-3v0 L53fi B ORT C ECTLL RUTH
t 00 SLOPE HANGER APPLY TD EACH RAFTER / LEDGER (2) JOISTS UNDER WALL
THE FLOORS To EACH OFFER \Y/ 1HREADEO ROD ALL OPENINGS RT3 OR RT] TNOVM ANCHOR APPLY TO EACH CRIPPLE Sn6 FOR J0157 NOT DIRFCTILT UNDER PAR ALLEL WALLS, PgpNOC ^
ROTO L-IL 10go, SLOPC HANGER APPLY TO EACH RAFTER / LEDGER BLOC KIIIG ROC ¢I
WAIL STUD
iHCATED ROOF -HAD-
TO
/ \ TEATS SELECTED AND L]
METAL STRAP �� C ATEO DY COIJW AC FOR pL+ G ••1 �
N D W
RIM BOARD N CHANNEL , IQL
SILL PLATES) RATTER AS SCULLIE6 Lq
Q
ego `Y'
RAFTERS AIN
MAIL WNF
FOUNDATON VE NTILATON WOOD ,IOISi U
-' -'' TOP PLATE BLOCKING •'Rn
STARRING ID WIN ATTACHED TO WALL 046"OC 20 LEDGER BLOCKING
4
AND ALL WINDOW/000R OPENING JACKACK STUDS 2x4 SOFFIT JOIST6$ ATTIC SLAT'
BE PROOFED WHi A FASCIA
q
FLOOR JOIST DEPTH USP IJUNICE DESCRIPTION APPLICATION MINIMUM NET FREE WNTLAPNG AREA _
h" - B" LSid24 1- INSTALL 5'p- DO ix WALL STUD NOT LE55 THAN 1/150 OF THE AREA OF GUTTER
0THE SPpCL VCNTLgTEO PLL OPEN III GS Ng OD GIRDER
1/4"x24" 20ga STRAP AND JACK SID O$ SI TALL BE COVERED MTH WRROSIO N- SOUTH SCREENED VENT
ON ALL OPENINGS RESISTANT METAL MESH 1YITH MESH
OPENINGS OF L INCH IN DIMENSION, BOUTIN. SOFFIT/ EST PLYWOOD
IPND LL K S UD LOC ATON USP NNABER OESL BRUSH APPLIC ATOM EDIFITED EASE
B" - 14' LSig3J 1-1/4'x]J 10 go STRAP AND LACK STUDS
ON ALL OPENINGSCONNECT TO
4" - 6" RAFTER RTIO 10-d/P v 10Ad T19OVrN ANCHOR EACH RAFTER
E11 JOISTS THAT ARE SPICED AND
INSTALL !0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS
li" - 1c" LSTA36 1-1/4"n36` 1Bgo STRAP AND JACK STUDS GEODES BLOCKING BETVE
9' - 12" RAREfl RT2J 21-I/E" + 2J0o T1904YN ANCHOR H7
ON ALL OPENINGS EACH RAFTER
211D FLOOR WALL
L LLL \
RAFTER \ l ISIS� Q W4
MOD JOIST z
TOP SEAT
O
15i BOOR WALL GIRDER/PLEADER F
Sip AND L IN ATTACHED TO WALL STUDS nAf6"OL Nq AD JOIST I W
AND ALL Po E ATTACHED
OPENING AAL JACK STUDS RGS WALL STUD wF"I
FLOOR JOIST DEPTH JOBS NUMBERI DESCRIPTION I APPUCAT ON
INSTALL 4b" O C. �fJ'
E. - 9" LSTA36 f-1/4'136 16gu SWAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION ADPLICATION ill
IN ALL OPENINGS (G^yIVJL O
INSTALL 4'0" O.L RA FTCR/PLATE RT15 TYDOWN ANCHOR CpNIIELi EACH ALL .JOISTS CONI IEC LEO i0 p FW SH HEADER TO BE SUPPORTED lNM U
E" - IES' AISTMB 1-I/4"r46' iA,. SWAP SH
JUS JACK SOS RAFTER n PLATE THE PROPER STEEL CONNECTOR,
ON ALL OPENINGS IF ABL[ SET FIR JOISTS APRUX 1/2" HIGHER THAN LVL READERS
PLATE/N'AL SPTH4 STUD PLATE ANCHOR CONNECT DOER TO ALI11W FOR SHRINKAGE h REDUCE BUMP OUTS
PLq ir.S TO EACH SID TT
DBL SILL PLATE
rfaMHE SHIELD
SILL GASKET I ��
TYP CON[ FOUNDATION GONG SLAB
OAMPPR00F EXTERIOR C ° + fi TAIL POLY
MIL POLY ON EXTERIOR P, GRANULAR FILL ' Vy
V SIEEL COLUMN • I•p '
• I < • A ' L
CON[ SLAB y
°.e• VY COMPACT FILL. 1-°•
KEYWAY FOOTING \' ' • • p
e • •N -'D ✓ C BOND RG 'p .°O'p • •J
O AIGHOR BOLT c"OIINEC TION USE MPH 3r3 SONARS WASHERS
O•
BqCUSP LB PSSB OF SPEED)REIN FO RLII IG q 0
DRAIN TILE A R ANCHOR BOLT CONNECTOIJ FOUNDATION 5/B" DIA ANCHOR DOLT I 1 a Z
51 P C 1 U SPA[ L O
I'LL PLATE To FOUNDATION - - uO Z
c RAW ACE O OM I STORY ]z" Gc - T Q
TYPICAL. GONG FFON p ATIDN APPLY PILASTERS SILL PLATE TO FpU FIO gTIGN 2 STORIES dfi" OC ¢ a
WHERE NEEDED FOR STRUCTURAL BRACING, MIN, d" STEEL COLUMN ANCHORED TO 24',24',12 CON, riG CRA%L SPACE OR FO UN O ai ON C C
WALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 9" pC C L
SLAB-ON-OR ADE • ME
'�^L
VJ Fn
CON[ SLAB / �—SVB FLOOR W
m 10/10 WMA
COMPACT FILL DOOR FRAM[
GE
I DO DR JOIST
I, • I VSE 2NB
FOR BLOC KOUT STELE BEAM
P.T. PLATE
• A 4` SLAB •
W/6%6 MM \ SLOPEIle .
'a1 • 4bRIVEWAT DUTCH
JOIST
ANp ADJUST HEI
91 2`. y (WTI A NAILING PL TE IF NC
C •� a V__°A-__ _ _ I '. &'DFDA e . • •• TO BE APROX. 1/2"aR nlcH RIC`Io i. •Iip,4RTA
AIR,
,°. • STEEL BEAM TO ALLOW FOR S PI P n
IY' 6X6 VI WM r d +• ••° , ! 1° • _ (PROTIDE STRAPPING Tp KEEP JO M)4}5
MITI • jM '. �. ••p•.e — _ ,�;n1 k•4YJ�."b\ 1'� DRAWN: MH/MS
M` < '• REINFORCING BAR q C e • ° • 5
DRAIN TLE - �I• A°
RE MICRO ENG BAR ° e.•. •. 1-II N IIJ++, SCALE" (SEEPLAN)
12- O .� ,o-� '� TORR
Sc t,,I 23,2013
TYPICAL LDNc. nlDNouiwc rpunppnpll afwppacE WTH (2) d'I REINFORCING Bngs nTra' �. SHEET NUMBER:
THICKEN SLABS BENE 9H BEARING WALLS AND COLUMNS SR
REINFORCE FORTING WTI (2) 14 REINFORCING BARS A f�j -
GARAGE DOOR BLOCKOUT "� _ 1�i+
MNTERTO PRIME AND MINT ALL WOR SAM TO MAINTAIN CONTMRO0.5XA1 NOTIFY ARGH=OF AM DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDRIONS,MDSHALLRMUE CPMFICATO gp RECOMMENCINGWOMKCDNTMROR SHALL VERT%ALL GENERAL CONTRAOTOR TO COORDINATE MEETING WITH OTHERS POST APPROVALO
ANUI
WARMNry AND SHALL BE INSPEQED TO VENFY ML WORK OIM ENSIGNS ANO CONDITIONS ATIOp SITE INCLV DIOL pU ILOINL AND SITE CLEARANCES FO0.pEWEpY OF EpU1PMENTANp MATENA[S,AND REMEDY ALL PIS@EPANCIES WITH ARCHITECT MOR TO THE COMMENCEMENT OR CONTIN NATION OF WORK FALL GENSRgL CONTRICTOR SHALL BE RE5PON61BLE FOR ALL BUILDING OEPARTI$NT IN III
RIXIGH PI£ TRIC,PLACBING,AND NVAC PRIOR TO INSULAGAS AND SXEETROCKING AND SHALL DECLARE THE C a1 O PRIOR TO RECEIVING FINAL FAYGBAT FROM OWNER6.
REVISIONS
JOIST DETAILSnm
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m ba...dr Lo N 2xuamNlm um '"Y =term v'Iln wn
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mPpa.d q.T r.R vera map aN naRl"e zn ..� Table A-End Support ^w'"""""•` Jo .y
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.pmNi„w,< +wPener< ."11'L. SDplemhrT23,2013
a.a a .J� Y,1 SHEET
NUMBER.
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rwam wwr..rw, /IP�r
INTER TO PRIME AND PAINT AuDOOR epLEsro MAINTAIN This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for addition I information.
<ONTPA[tOREHALL NOTiry ARCHIIFCT OF AW pISCPEPAN[IE3 PkT✓JEEN THE OMWIN GE,THE fPECIRUTIONS.ANp THE FlEIO CONDITIONS,ANO SHA1L 0.EOVESTGWIIFICATION BEFORE COMMEN CINL WORK CONTIACTOR SHALL VERIFY ALL —8 R
[N UFACNREP'f WARRANTY AND SHALL PF IN SPECTEO TO VERIFY ALL WORK OIM ENSIGNS AND CONDITIONS ATIOE SITE.INCLUOINLpWIDINO AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALLDISCREPANCIESWRH ARCHITECT PRIORTOTICOMMENCEMEM OR CON¶NVATION OF WORE At MA. TO TO COORDINATE MEETING WITH OWNERS FOR gPPROVIL OFAL GENERAL CONTRACTOR SHALL BE REEPONSIBLE FOR 4L BUILDING OEPARF-1 INSPECTION. v
OUGH ELELTRI C,PWRBING,IND HVAC PRIOR TO INSIILgTING AND BHEETtOCKING AND.HALL SE=NE THE C of 0 PRIOR TO RECEIVING FINAL PAIENT FROT WINER..
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE IT- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCVCLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of mftaa in ocmrdance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie a used m leu of a ridge strap,the number of 10d common nails required QTY SPACING BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: In each and of the collar tie need not exceed the tabulated number of ed nails In the strap RAFTER TO B'WALL 3-Rd COMMON EACH TOE-NAIL
TOP PIATE 10'WALL:4Bd COMMON RAFTER TOTAL SQ FT.OF CONSTRUCTION (SEE PLANS)
1).The information within thisset Of construction documents belated to basic dslgN 2).RAFTER-TO-WALL ASSEMBLY: [EILINGJOIST 81 WALL 3-Bd COMMON EACH
,.tent and handle,details.They are mninded as a wnnracdcat.,it . at a substitute Lateral framing and shear wall connections for rafter,ceiling Or truss to top plate shall be In TOE-NAIL
TO TOP PLATE 10'WALL:A-Sid COMMON JOIST
for generally accepted good building practice and compliance responsible
for
with current New Yorkr t accordance al table 3,3.When a raker to pia ea not fall in line with studs below,rakers PRESCRIPTIVE 2006SECHI AS PER N.V.S.RESIDENTIAL CONSTRUCTION CODE AND
State buildingdes The General Contractor is responsible for rovidln standard or trusses shall be attached to the wall to late and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.] EACH FACE DESIGN CRITERIA
c0 providing s P n 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the budding PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 33c CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC IAP NAIL DECKS LOONIES 60
2) The General Contractor isresponsible for ensuring that all work and construction e 3).WAL4T6WALL ASSEMBLY COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal state,county and local codes,ordinances ands building a etc Wall studs abwe and studs below a all d level shall o attached with uplift connection in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
These codes are to be considered is pert of the specifcatiom for this building and accordance with table 3.36.When wall studs above do not fall bl line with studs below,she
should be adhered m even if In variance with the plan. Studs shill with
attached to a common member in the Floor assembly with uplift connectors In BLOCKING 2.8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance wrth table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shell sake precedent over scaled drawings. a RIM BOARD EACH END (LIVE LOADS PSF)
g ROOMS(OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4).WALLASSEMBLY
duds
YTe FOUNDATION: TO RAFTER 2-lbd COMMON END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate wrth uplift ROOMS(SLEEPING? 30
4).The designer has not been engaged for construdion supervision and assumes no connectors Steel straps shall have a minimum embedment of]inches In concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200
construction means,methods,techniques.sequences.Or procedures,or for safety the plate and nailed In accordance with table 3.36.When steel straps are lapped under the JOINT DESCRIPTION NOTES Q -A
precautions and programs In connection with the work.There are no warranties for A bottom plate,3 Inch square washes shall be used with the anchor bolts.Anchor bolt QTY, SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT C)
LJ
m
specific use expressed or implied in the use of these plans, anchor Is to be spaced and sized In accordancetable thea In addition to spacingTOP PLATETO
, 2-J6d COMMON PER FACE NAIL
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between bile inches
FOOT SEE NOTE.1 s from the end o/a sell plate and all TOP PLATE .. _
s-
5J.Refer to the Window and DOanROOF-FOUNDATION DETAIL PAGE 6 GENERAL NOTE PAGE
schedule for exterior openings. comers TOP PLATES AT 4.16d COMMO JOINTS FACE a
INTERSECTIONS EA sIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE �i
6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE , w m m
or exceeds manufacture's Specifications and a codes Type 1 Soloncr shear walls with a minimum of]/16 Inch wood structural panel on the exterior 2-J6d COMMO Lr, p la
applicable STUD O.0 NAIL Sym:
attached with Bd common nails at 6"o.c at the panel edges and 12"o.c.in the field,and FIRE PROTECTION a O. .� +'
gypsum wallboard oa the interior attached with 5d cooler nails at]"O.c at HEADER TO 16"O.C. FACE SEE FLOOR PIANS Fir
]7.The General Contractor Is t0 consult with the owner for all built-in items 1/2 mch panel i6d COMMON SMOKE 6 CO2 DETECTORS
HEADER ALONG EDGES NAIL
such as bookcases,shelving,pantry,SIGNED,him,aft edges and 10"o c.in the field shall be In accordance with length requirements specifiedU
in table 3.15,-b TOP OR BOTTOM 2-1&1 COMMO PER 2x4 STUD ENO TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION a
8) Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK o
67.TYPEUEXTERIOR SHEARWALL CONNECTIONS; BorroM PLATE rD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: TYpe 11 sedonordearis.1h,hell meet the reimuctrums of table 315E-6 times the appropriate FLOOR101ST,BANDIOIST. 2-J6d COMMO PER FACE NAIL a
length adjustment factors In table 3 16 FOOT SEE NOTE 1.2
1).The General Contractor and Mason to review plans.elevations,details and notes to END 101ST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floors)above typical grade. ]J.INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2).All f r.dr s ro rest On undisturbed(va in)soil. Allowable sidewall lengths provided In table 314 shall be permitted to be mveased when NAIL NAIL
6 6 interior shedwells are used Sheathing and connections shall be In accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TE _
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. TO HEAVYAT MODERATE Il YES
37 Provide 1/2"expansion joint material between Concrete slabs and abutting JOIST TD: PER TOE
concrete or masonry walls accuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Ed COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
B) CONNECTIONS EXTERIOR WALL OPENINGS: 1_..�
47.An new concrete walls being attached to existing to structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE //"I.
2-ed COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
Any g a g proem with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATIONII NOTES O
be installed with NS re-bar,18"long at 12"Oc. use approved epoxy for Installation. 35 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
57.Unless otherwise noted,all slabs on grade to be 2500 p,J..Concrete to be BLOCKING EACH TOE
Z-ed COMMON 4'PERIMETER EDGE ZONE Ed COMMON ®6"O.0 ed COMMON ®6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel Ell with 6x6 wire mesh reinforcing. CATHEDRAL CEILING ASSEMBLY: TO JOIST ENO NAIL 4ng.Interior slabs BLOCKING TO: EACH TOE INTERIOR ZONE Ed COMMON p 6"O.0 Ed COMMON IN IT O.C. SEE TE.2 1 (BOTH FIELDS) GO
to be minimum 3-1/2 inch thick All fill to be compacted to 95%relative density with Where a ridge Is m be used as a structural beam,the coffers shall either be notched and SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL NOTE.2 FOR PANEL FIELD W
6"maximum 110,(layers) anchored on top of the beam or slope connectors shall be attached to each raker-to-ridge GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON ®4"O.0 Bd COMMON ®4"O.0 SEE NOTES:1,3 ~( H
6).Crawls aces t0 be dad with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE
3-J6d COMMO 0
p on a p attached with the above requirements. TO BEAM JOIST NAIL
Bxi6 cart Iron foundation vent for every 150 sq.ft.of area.
T ON LEDGER PER TOE NOTES
JOIST DECK AND COVERED PORCH NOTES: TO BEAM 3-Ed COMMON JOIST NAIL A z
]).Dampproof exterior of foundation with bituminous mating as per sectinoR406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
N.Y.S Residential Construction Cade.A 4mi1 polyethylene film shall be applied war 1J.Unless otherwise noted,all Gaming material to be kl ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion Of exterior walls prior to beckFillmr. Allfatersen,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO 101ST NAIL 1).Far roofsheathing within 4 feet of the Perimeter edge ofthe roof.including 4 feet on each side of the roof peak. U
B).Drainage as per section R405 of N.Y S Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-15d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete shall be anchored with feel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE,1 ��ss 0.Ai
piers proper s 2).Tabulated 12 inch o,c.nail spacing assumes Sheathing attached to rafter/cuss framing members wrth G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"ilia is]"IOng anchor bolt with washers end num For framing members with<0.42<G<0 49,the nail spacing shall be reduced ro 6 inches o.c �I z
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3J Pmts npporting girders shall be anchored to a 12"x12'kJ2"thick conrreh footing. JOINT DESCRIPTION NAIL NAIL O
Edition Wood Framing Construction Manual. Use a minimum 1/2"ilia x B"long anchor bolt with washers and nuts.Footings Shall be 3 fi. QTY, SPACING 3).Tabulated 4 inch o.c,ne11 spacing assumes sheathing mrafter/truss framing members with G>0.49.For U
below rade.Porches with covered roofs shall have 12"ilia,concrete lets far the girders. AS PER TABLE 3 B Gaming members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches a.c
2).Unless othervilse noted,all framing and structural wood material to be N2+BTR. g P 6 srRueruRAL PANEL Bd WF[M-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas FG. 4).Deck JDl4s t0 have blocking at B'0 a.c., NAIL SPACING NAIL SPACING AT INTERMEDIATE -`
CEILING SHEATHING: SHEATHING LOCATION NOTES
3).Floors.walls,callings and rafters n be spaced at 16 India,tic.unless noted 5).A minimum of 10 inch Flashing shall be installed between the budding and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
Otherwise. Led er to be fastened to building with 12"did.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACING SEE NOTES.1,3(BOTH FIELDS)
g 4'EDGE ZONE 8d COMMON O 6"O.0 Bd COMMON 0 12"O.C. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted.all bearingII headers to be(2)2x10 N2+STE. Doug Fir. where needed. GYPSUM Sd COOLERS ] O C EDGE
nus WALLBOARD 10 O.C.FIELD INTERIOR ZONE ed COMMON �6"O.0 Bit COMMON p IT O.C. SEE NOTE:3
Bearing wall headers ,to
have
Jack studs and(21 full length studs on each h Si of ail 67.Concrete piers shall be a minimum 6'above grade
openings.LVL headers to have(3)jack studs end(21 full length studs on each side of WALL SHEATHING: NOTES
.ivmmp.Bearing well window sills shall also have(2)window sill places for 2.4 wall ]).AB joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL
openings between F1 and 6'0 and 2x6 wall openings between 511 and V9.Provide fire to gitderQ7. JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
and blocking where applicable.
87.Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMO AS PER TABLE 3.9 I).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be Installed with heavy duty galvfnized hangers and PANELS WFCM-SBC be used.
anchor,where applicable to all connecting jdar PLUMBING NOTES 7/16"OSS 3"O C.EDGE
6d COMMO hail
6) Double up floor joists under walls that run parallel to the floor lain and under bathtub, 1) All water supply,drainage and venting to be installed as Per N.Y.S.Residential PLYWOOD 6"D.C.FIELD GoO.4ulatedra inch mD.etes with 42<6<,the
attachedtoand framing to 6 mess with
Floors to have ceramic file lost,led shall be verified for proper load capaary unless noted Construdlon Code. GYPSUM ]" O.C.EDGE G>0.49 For framing members with 042<Gq the nail spadngs shall be reduced to 6 inches o c.
On plan WALLBOARD 5d COOLERS UP O.0 FIELD 0 }
]).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell ani 2).Verify septic System with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvfnzed box nails shall be permitted to be substituted for common nails. Q Z
other access Openings unless otherwise Rated(typical) FLOOR SHEATHING: NOTE: p o z
3).If wall studs,plates or joists are ON out during installation for any plumbing related work, NAIL NAIL Q
8).Dormers running up roof rafters are to be supported by double rafters on either side provide s plates o pro a IOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Z
d adequate brads endt t ct and secure the Structure.d spay with the QTY. SPACING
Where applicable unto,,otherwise noted state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS Bd COMMO 6"O C EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ¢ Q
9e Provide blocking/bodging In Floor joists at B'0 o.c.use solid blacking In floor joists
HVAC SYSTEM NOTES OR LESS 1T O.C.FIELD 1).PROVIDE 5/e"TYPE-X SHEETROCK FIRE STOPPING ATIO'OMAXIMUM DISTANCES FORNON ACCESSIBLE AREAS. - UO
UO
under all bearing walls. 1) Mechanics l subcontractor la responsible far dhearing to all applicable codes and safety NOTES' 27 USE SIMALL I- N HANGERS AND ANCHORS WITH Z-MAX TRIPPLLA01MSE PROTECTIVE COATING FOR CONTACT WITH ACQ. U)
requuh memo 3J.INSTALL 1-Coe DETECTOR IN ADDITION TO SMOKE ALARMS PE0.FLOOR �•• ` Q
10).Provide insulation battles at Gave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF s'••f LU
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section king shall
-F e provided to REQUIRED rlh
equipment supplies Fircblorking shall be provided to cot off all concealed draft opening(both vertical and horizontal)
11) Unless otherwise noted,all of,and walls to have a minimum 1/2"thick, l-ply Ft, 1),Nailing requirements are based on wall sheathing and to form an effective Flre barrier between stories,and between a top nor,and the roof Space
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final System layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Firebladdrig shall be provided In wood-frame c.F,tmdi.o In the following locations.
Contractor and Owner for final review and approval. 1,nailed 3"on-center at the panel edge to obtain higher 1 In Concealed spaces of stud walls and partitions,Including furred s g an
12).Unless Otherwise noted use 3/4"thick T66 PTS Fir or Advantech plywood mbfloor shear capacities,naflmg requirements for structural ) par g paces,at the ruling d floor
adhered with PL400 adhesive and screwed to floor Joists.Finished floor t0 be installed m levels.Concealed horizontal furred spaces shall also be fireblacked at intervals not exceeding 10 i.n��^ '•a4 ^
ELECTRICAL NOTES: mer„hallbedaubled,otaltemafemnnedors. i ,, " -
over subfloar as per manufacture's Instructions. such as shear plates,shall be used to maintain load path, feet.Batts Or blankets of mineral or glass fiber shall be allowed as fireblOcking in walls constructed ,e!i°a', alk,.
p.All eledncal to be installed as per N.V.S.Residential Construction Code. using parallel rows of studs or staggered studs.
13) All bathroom walls t0 have 1/2"thick mDlsture-rsfstant shamrock.Garage walls and 2 When wall Sheathingis over connected {'J',w,"dy q,'k }�,"•, k
ceilings and over furnace to have 5/8'chick type-x sheetrock.All other parts of budding 2).All electrical work shall be approved by a qualified Underwriter memm "" 1+' "'(j
2).W e n wall
number of naso shall be permitted 2) At all mterconnectiom between condoled ved¢al and horizontal spaces such as Duur at soffits, fif•.�'Ik"'t I „N v);Y, ,•( DRAWN: MH/MS
to have regular 1/2"sheetrock All walls to be taped and finished to be reduced tot.16d nail per foot drop ceflfngs and ewe callings. �i ''t "�t�s de't ;'A kt SCALE: (SEE PLAN)
3) Insall Smoke detectors and Carbon Monoxide detectors throughout as per section R31] _ F
14).All roof with a pitch less than 4,12 half be installed with an Ice 6 Water barrier or of N.V.S Residential Conrta ion Code. spacesI�<i1'I i1
9.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3)under stairs shall comply WithSectionR314.B,iNEY.SPR Residential Codehe run Enclosed spaces 'J:"*;%_'f'R + Sc JOB bcr23,2013
torch down type material over.
4).At openings around vents,pipes and ducts at ceding and Floor level SHEET NUMBER:
to resist the free passage of f ;y C�
All af11 plates and wood In confab with concrete iD be pressure treated SIII plates iD {0• '.i
be nnalled with a foma ,ill gasket and cop-r-sex termite shield or approved equal flame and products of combustion.
5).For the fireblocking Of chimneys and fireplaces.refer t0 Sedion R1001.16.N.Y.S.Residential Code, e
bel A-9
PAMrER TO PRIME Ann 1WNr ALL or[DID TO MAINTAIN COMMCFOR aHALI NOTIFY ARCXITFCT OF ANV DISC0.EPANCIEa akTWEEN TXE DMWINL,,THE SPfCIFIGTION,,ANOTXEFIEID CONDRIONS.AND SHAILPEpUFSTCWIIFICATON aEFORECOMMFNCIN4 W0r1K CONTMCFOR SHALLVE0.1FVA11 GENER-0L CONTRACTOR TO COORDINATE REEFING WIhI OWNERB FGR-0PPRwAL OF ALL GENERAL GOMRALTOR SHALL BE RESPONSIBLE FOR ALL BUILDING G sa ir"ENT INspessmONE
MANUFACTURERS WARRANTY AN.ISALL aE INSPEOm TO VERIFY ALL WaRK I DIMENSION,AND CONDITIONS AT LOG coal NCLUDIN"Uslarc AND SITE CIH,MNCE,FOR DEWERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCRUANCIEa WITH ARCHITECT PRIOR Tes THE COMMENCEMENT OR CONTINUATION OF WORK RODGH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INdILATING ANO BNEEIROLKING AND aXALL aEGIRE THE Car 0 PRIOR TO RECEIVING FINAL PAYMENT FROM WNF.46.