HomeMy WebLinkAboutEngineering- 4960 Conpley PlIle
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C-1: COVERSHEET
S-l: GENERAL NOTES
S-2: TYPICAL SECTION
S-3: FOUNDATION
S4: TRUSS LAYOUT
A-3: ELEVATIONS
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DRAWING TITLE
COVER SHEET
SCALE: NIA
SHEET#
C-1
NOTES:
1.
USE %14 SOS SCREWS AT EACH
2X6 AT 6• FIELD & 4• EDGE O.C.
FOR METAL. SHEATHING.
2.
SCREW 2X6 TO STEEL JOIST.
3.
SCREW 2X6TOEACHPURLIN.
WITH 94) SM25 SCREWS.
4.
USE (3))? X I V THRU BOLTS AT
EACH STEEL JOIST END PLATE
CONNECTION.
5.
USE(2))z'X 9' THRU BOLTS AT
EACH STEEL JOIST TO WOOD
POST CONNECTION.
6.
COLLAR TIE BOLTS TO BEY"X 13•
X 1• MACHINE BOLTS. RI
REQUIRED AT EACH ENO.
T.
REQUIRED BOLTS ANO SDS
CREWS ARE SUPPLIED BY THE
MANUFACTURE.
8.
SOIL FLOOR UNLESS OTHERWISE
NOTED.
9.
ALL WOOD TO BE PRESSURE
SOOTHE RN PINE NOA TREATED
UNLESS OTHERWISE NOTED.
10,
TYPICAL RAT RUNNERS
FASTENED TO THE 16 GA
BUCKETS WITH (4) SDS SCREWS
(2 EACH SIDE), THE BUCKETS ARE
WELDED TO THE STEEL JOLSTS.
MAX IV O.C.
11.
AUGURED CONCRETE
FOUNDATION BY THE
CONTRACTOR
11.1.
18'0IAUETER XWDEEP
FOR WINDZONES 120-139
MPH
11.2.
—DIAMETER X 4-DEEP
FOR WIND20NES 140.159
MPH
11.3.
36' DIAMETER X 4' DEEP
FOR WINDZONESI6 180
MPH.
IIA.
IT DIAMETER X 4DEEP
INTERIOR POSTS
12.
REWIRED SOLTSANDSDS
SCREWS ARE SUPPLIED BY THE
MANUFACTURE
13.
VARIOUS FLOORING PER CLIENT,
NOT SUPPLIED SY MANUFACTURE.
14.
OWNER ANDf CONTRACTOR TO
CHECK LOCAL BUILDING CODES
AND SETBACKS BEFORE
STARTING CONSTRUCTION.
15.
ALL WOOD POSTS TO SE GROUND
CONTACT LUMBER RATED.
16.
CONCRETE SLAB:
16.1,
6• SLAB RATED FOR
VEHICLE LOADING.
16.2.
'SLAB RATED FOR
OCCUPANCY LOADING
APL LIST
APL 9
DESCRIPTION
FL S"4
26829 GA MR PANEL
FL 23507
THERMA-TRU TRADITIONS
AND PROFILES STEEL
DOORS
FL 140394RS
471VO12 SINGLE HUNG
FLSSSSRS
203WINDLOCK
COMMERCIA SHEET DOOR
N GA GALVALUME
METAL ROOFING
COLOR
GALVAI.UME
AIL'A'
2 12 ETAIL'A'
3� 4DTE NI ` 7•
COLLAR TIET06E 17$'%i Y�•XA 'iYPIGII TRUSS' �I'
GTE 10 LENGTH OF IV INSTALLED ON EACH ISEE SHOP DRAWMJGS)
POST ND E 5
DETAILS'B'S'C
-RE DRILLED
THROUGH WOOD POST
WITH 3• CLEARANCE FROM
EDGE OF FOUNDATION
VATH>• CLEARANCE FROM
EDGE OF FOUNDATION
FOUNDATION
PLANS
GALVALUME (I)—d9X1 1/2" WOOD SCREW
METAL ROOFING. W/WASHER, 2 PER FLAT ON
g—Jj9XI/2"
/Nm. 2-1/2" DIA. CARRIAGE BVOLTS
NOMq
SC EW 2X' TO EACH FURUN STEEL TRUSS
3" NOTE N0. 3 ON SHEET 2
2 USE 2) 1/2"a X T' CARRWGE
SLUEACHSTEELJOISTO6%6ONNECTIERN YELLOW \» USSTE . 5 GN SHEET 2L3 X2 X3/S14 GA. PURLIN CLIPPURUNS ® -.eco vm mel USE 2 11t/2o X 9' CARRaGE L_NTS.. - LT H U EACH STEEL JOIST i0METAL TRUSS—SEENO E N0. 5 ON 5C. 2CATIONS SCREWS ON ZWOODEACH 510E OF THE CUP. POST (TYP.)
A PURLIN CONNECTION Nrs U POLE TO TRUSS CONNECTION wrs TRU55 TO POLE CONNECTION (TOP VIEW) Krs
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DRAWING TITLE
TYPICAL SECTIONS
SCALE: N/A
SHEET #
S -2
NOTES:
1.
USE 414 SOS SCREWS AT EACH
2X6 AT 6' FIELD d 4' EDGE O.C.
FOR METAL_ SHEATHING,
2.
SCREW 2X6 TO STEEL JOIST.
3.
SCREW 2X6 TO EACH PURLIN.
WITH 94) SDS25 SCREWS.
4.
USE Y' X i Yj' THRU BOLTS AT
EACH STEEL JOIST END PLATE
CONNECTION.
5.
USE(2)Y' X 9' THRU BOLTS AT
EACH STEEL JOIST TO WOOD
POST CONNECTION.
6.
COLLAR TIE BOLTS TO BE Yz' X 13'
X 1' MACHINE BOLTS. (2)
REQUIRED AT EACH END.
T.
RED IRED BOLTS AND SDS
CREWS ARE SUPPLIED BY THE
MANUFACTURE.
e.
SOIL FLOOR UNLESS OTHERWISE
NOTED.
9.
ALL WOOD TO BE PRESSURE
SOUTHERN PINE N0.1 TREATED
UNLESS OTHERWISE NOTED
10.
TYPICAL RAT RUNNERS
FASTENED TO THE t6 GA
BUCKETS WITH (4) SDS SCREWS
(2 EACH SIDE). THE BUCKETS ARE
WELDED TO THE STEEL JOISTS.
MAX iD O.C.
li.
AUGURED CONCRETE
FOUNDATION BY THE
CONTRACTOR
ILL
16'DIAMETER X4'DEEP
FOR WINDZONES 120�139
MPH
112.
24' DIAMETER X 4' DEEP
FOR WINGZONES 14 159
MPH
11.3.
36' DIAMETER X 4' DEEP
FOR WINOZONES160.180
MPH.
Ir DIAMETER X 4' DEEP
INTERIOR POSTS
12.
REO NRED BOLTS AND SOS
SCREWS ARE SUPPLIED BY THE
MANUFACTURE.
13.
VARIOUS FLOORING PER CLIENT,
NOT SUPPLIED BY MANUFACTURE.
14.
OWNER ANOOR CONTRACTOR TO
CHECK LOCAL BUILDING CODES
AND SETBACKS BEFORE
STARTING CONSTRUCTION.
15.
ALL WOC) POSTS TO BE GROUND
CONTACT LUMBER RATED.
16.
CONCRETE SLAB:
16.L
6' SLAB RATED FOR
VEHICLE LOADING.
162_
4'SLABRATEDFOR
OCCUPANCY LOADING
NOTES:
i. USE#I SDSSCREWSATEACH
2X6 AT (FFIELD 64' EDGE O C.
FOR METAL SHEATHING.
2. SCREW 2X6 TO STEEL JOIST.
»'
3. SCREW 2X6 TO EACH PURLIN.
WITH N) SDS26 SCREWS.
..�, . ,.{•
,_.,, -
4. USE(3)Y,'XIY,'THRUB(XTSAT
EACH STEEL JOIST END PLATE
2xe RM JOrsT
CONNECTION.
S. USE(2)Yf X9' THRUBOLTSAT
{ j
EACH STEEL LUST TO WOOD
POST CONNECTION.
1 f f
6, COLLAR TIE BOLTS TO BE)t- X 13'
X 1' MACHLNE BOLTS. (2)
i
REQUIRED AT EACH END.
]. REQUIRED BOLTS AND SOS
CREWS ARE SUPPLIED BY THE
( I I
MANUFACTURE.
P1CAl TRUS$(%iE FABRIGTEO
e. 5011 FLOOR IANLE380THERWISE
I i
NOTED.
!
iEUxF
S. ALL WODD TO BE PRESSURE
SOUTHERN PINE N0.1 TREATED
UNLESS OTHERWISENOTED
10. TYPICAL RAT RUNNERS
!
FASTENED TO THE 16 GA
I 1 )
I
BUCKETS WITH (4) SOS SCREWS
I j
(2 EACH SIDE), THE BUCKETS ARE
WELDED TO THE STEEL lOIST8.
'
MA%10'O.C.
7
1t. AUGURED CONCRETE
i ) - i I r f
BY THE
�X6 INS" ! !
coNTw.cOUNOATIOOR
RUR� AT 24- O C
(
TRu s �„EEisRn
11.1. I6-DIAMETER X4'DEEP
{ ) ! AND RAT, RIJVNEkS PER � �
!
6OPwu I
FOR WINOZONES 12 139
IiRUS QP DRAWINGS {
MPH
1
111. 24' DIAMETER X 4' DEEP
FOR WINDZONES 14 159
MPH
- t
\yI
ttW 3. 36.OMETERXa'DEEP
FOR WNOZONES160.160
.
MPH.
11A. I2•DWAETERX4'DEEP
INTERIOR POSTS
12 REQUIRED BOLTS AND SOS
SCREWS ARE SUPPLIEDBYTHE
MANVFACTURE.
13. VARIOUS FLOORING PER CLIENT,NOTE'=-
NOT SUPPLIED BY MANUFACTURE.
14. OWNERANDIOR CONTRACTORTO
2 I i
L 1
6HOPOPAV.9G61 1. $CREW 2X6' 10 EAMH FURUN
N TH a 508T5 SCRWS E.
$ n)0.t(3�ONXSHEEt
CNECK LOCAL BUILDING CODESOET
STAAND SUB BEFORECONNECN
ING MSTRUCFOfL1
15. ALL WOOD POSTS TO BE GROUND
CONTACT LUMBER RATED.
O
1 !
- 1{ I ) 7
( 1
1 ( 1 I
{ I i
2 OGEE
A�
�T MW FPLH;,Eft J06T TO
Ln NOTE NO 5 ON SHEET 2
���
8 8 2PO6T CONNECT gSEi 10
NOTE N0. 5 ON SHEEP 2
16. CONCRETE SLAB;
1 i 1
16.1 6' SLAB RATED FOR
1 }
VEHICLE LOADING.
t I I !
161. 4' SLABRATED FOR
OCCUPANCYLOADNG
j j ( ; i i
ii � j i i I � ( I � �
�l TYPICAL TRU55 TO POST CONNECTION
T ryRE vnfiR{CATEO
EHOOP ORAehYGS!
I ' i I I
I ! i I
2X6' SOUTHERN PINE
i
RAT RUNNER INSTALLED
PER TRUSS SHOP DRAWING
-- o
��
TRufis IPR[c49RaGtco 2) #9-151.5- HWH TRUGRP SCREWS
vuR#4 Joar
1mK_aL
sEE
swP orunxzcs) EACH SIDE OF THE CLIP
RAT RUNNER CONNECTION
� ERorJr vlEw
U �
� LEF1' VIEW
� ms
O REAR VIEW
& RIGHT VIEW
O O
O O � M
1
UP SIDE DOWN SIDE
16 GA. PURLIN CLIP
TYPICAL JOIST SIDE SECTION
NTS USED FOR 12" AND 16" JOISTS
STEEL SECTION TABLE 4D' TO 6P WIDE BUILDINGS
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LEGEND
1 " D - MEANS 1 /4" BEAD WELD
4
1--"D _
4 MEANS 1/4" BEAD WELD
4 D ON EACH SIDE OF THE
PURLIN CLIP.
® - RAT RUNNERS INSTALLED AT FIRST WEB
OPENING CLOSEST TO RIDGE AND
CENTER OF EACH TRUSS OR 10' O.C.MAX
SPLIT EVENLY.
STEEL SECTION TABLE UP TO 24' WIDE BUILDINGS
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DRAWING TITLE
SHOP DRAWINGS
TYPICAL TRUSS
SCALE: WA
SHEET #
I. 1 OF 1
GENERAL DESIGN NOTES:
A GENERAL:
I. WORK SHALL CONFUiM TO TFE NINMKIM STANOMW" OF T1E fOLLON314 CODE T)1E FLORIDA BUBDB✓G CODE 20f]. WHERE MORE STRINGENT CODES ANEAAOOPiEO, THEY S1MLL
GOVERNTFE WORK
L UMENGIONS SHALL TARE PRECEDENCE OVEN SCALE SHOAN ON-YINOS. NOTES ON STRLX:TIRAL PLAN55HALL TARE PRECEDENCE OVERTHE STRUCTURN. GENERAL NOTES ON
THIS SHEET.
S. EXCEPT AS SHOWN ON STRUCTURN. ORAY B GS, REFER TO ARClFTEETURAI., ELECTRICAL MUMBWG AND AECwwKAL DRAW WGS FOR UMENSlONS. LOCATIONE, SIZES AND
CWIOITIONS. LVCLUUNG W WOONS. DOORS,Y A LG CONCRETE CUA85, PR3. DRAWS, TRENp1E., FLOOR AND ROOF SLOPES, DEPRESSED AREAS. CHANGES IN LEVEL. FLOOR 0.W
ROOF OPENINGS. STAIRS, PIPE AND DUCT RUNS SLEEVES AND HANDERS ELEC -, CONDUITS AND -IS. ITEMS EMDEDOED OR ATTACHED TO STRUCTURAL MEMBERS.
EOUfPMENT. -5 AND ANCHORAGE, ETC.
4.TE ENGINEERS SEALMPLIES ONLY TO TIE STRUCTURAL. COMPONENTS ON THIS DOCUMENT. THE SEPL DOOS NOi pICAINJE CONSTRUCTTOV MEAVS, METHODS. TECHNI4W£S.OR
SAFETYP(ECAUTONS. YfWCHS OR
RTHEEPLANE MSPUl518LDYOF THELONTPAC]OR ALL TIOR OF THE ENCH EROf IOND, THE PACHTECTURALCMAWiGS MY
DEVIATIONS OR DLSCREPANOE9 CNT#SE PLANS MST BROUGHT TO THE MSAEDMTE ATTENTION OF THE ENGINEER OF RECORD.
AST M SPECIFIC S M MD SHALL BE THE LATEST EUTONS d THE STANDARDS. UNLESS NOTED OTERWISE.
b.ALLSTRUC=DEADANDRAVELOADS(PSF)MLL BE CLQLPLCUTAT
ROOFMVEEDUSINGVKMSBELOWU SSOT RINSESPECSE➢WTHEFLANSET
R i SPSFEl
IOAD� 20 PSf ROUTINE LOIN ez aO PSF
FQUNDATION:
1. FOUNOATICN M DESIGNED BASED ON PRESwE IVE SAFE MWUMIM ALLOWABLE ML SEARING PRESSURE OF -IMF, THE CCNTRUIT.R SHALL YER-THAT THE NUA i
2. ALL FIL SHALL BE CLEAN COARSE SAND COMPACTED TO BY VIBRATORY ROLLER W MAXNPUM L OF b' CONFORM TO AST. D 155].
S. GBAONIG, "I FR£PARATIUN AND'UNDATION CONSTRUCTION SNALL COMRY VIRH TIE I'DU EMENTS IF THE GEOTECHNICAL REPORT AND THE FLERBLI BLHIDMG COOS MIL.
a. FDDT BACKFtt1 AND UTLITY TRENCH BA kl WITHIN MI -DING AREASHAIL BE MECHANICALLY COMPACTED IN LAYERS FER MOTEGWICAL REPORT. BODGING YRLNOT BE
PERMDTED.
5. ASN DONtO FODTNGS. -I-, ECT THAT BR[RFER£ WITH NEW CONSTRLICTO45HALL BE REMOVED.
b. PROVIDE MLN b ML. MPROVED VAFOR BAFRER. ALL JOINTS TO BE LAPPED MW I AND SEALED.
E. CONCRETE
1. CONCRETE SHALL CONFORM TO THE'BULUNG REOUMEMENiS FOR REINFORCED CONCRETE' (Ap 31B LATEST EDITION) tY1TN MOOEICATgNS AS NOTED M THE.RAWINGS AND
SPEClFIGAT(ONS.
2. DES- BE. OR --L. DAY STRENGTH. UNLESS OTHERWISE NOTED,
S. PROTECTION COVER (CLEAR) SHALL SE AS FIXLOWS I. RDI,
m. CONCRETE PLACED AGAINST EPRiII-3 WCMES CLEM
b. STRLK:TURAL SLAM OR GROUND- IS MpiES IXEAR
c. FORNED CONCRETE WITH EARTH BAOMU-S INES CLEAR
Q WELDED ATRE MESH "YU) USED M-1 SHALL SE FULLY SUPPORTED USING -I APPROVED BY THE MANUFACTURE AT NINIMW OF 2IOOTSPACMG OR IN ACCORDANCE
WTill MANUFACTURES SPECKICATp
a.ALLREMFIXtCMGSARS,ANCNOR BOLTSANDOTHERCONCRETEINSERTSSHNLSESEOkIEDWP $MI SMR TOPUCWGCONCRETE
5. PROVIDE SLEEVES FOR PLUMBING AND ELECTRCAL OPETHNDS IN CONCRETE BEFORE PUCWG. DO NOT CUT MY REWFORCWO ANKH MAY CONFLICT.
b. OONptETE RACEN£M SHALL SE PEA RECCNNEND l_ M AGI SI<, AO.1. AO SIB AND Ap Si2.
]. SLASS ARE DESIGNED AS UN:LEINFUtCEO PLAIN CONCRETE SLABS ON GROUND.
e.CONTRACTIONJOINTSSNAILBECUTORTOOLEDM1HESLABlf THESLABDOCKNESS, ALLSAWCUTSARETOSEMADEWITHINNHIX OFTHECONCRETEPLACEA ,
5. CONCRETE M PRONE TO CRACIDND AND THE CONTRACTOR TAKES FILL RESPONSI RUTY FOR ANY AND ALL CRACKS RESULTING FROM CONCRETE CONTRACTON OR WEAKENING OF
CONCRETE OtJE TO IMPROPER MANDL W G.
f0, SUBSAWCUTSARENDTAOpRE55EDBYTHECURRENTFLORIDARESpENTMLBULUNGCOOE. THE SAW CUTSSHOWNHAVE PEEN M EDFORCONSISTENCYOF
CONSTRUCTION.
BASED ON EMPIRICFL WTA PROWOED BT THEAO. CONCRETE SHRINKS AT A RATE OT5l8' PER 100 FEET. AC11321N5 TE FOLLUVRlC CONTMCTpN Jgtt
REDIMiEMENT AND THIS SPACING MAY SE USED IF EXCESSNE CRACKING IS EXPERIENCED AT THE Cp1TRACTORS DlUESBro
a. CONTRA.CTtON JOINTS IN ASS SLAB SHALL BE PLACED NO MORE THANE FEET APART IN BOTH -El tONS.
b. CONTRACTON JQRlTS IN A d R 5LA8 SHALL BE RACED NO MORE THAN 10 FEET APART IN BOTH DIRECTONS,
F, MASONILY WKL CONSTRUCl-
t, MASONRYWNTS SHALL MEETASTM CAD, GRADE F4f fOR HOLLON LOAD BEAPoNG TYPE II M450NRY WRH UNIT STRENGTH OF 1,BM PSI OY THE NETAREA (F'N = iS00 PO} URNS
SHALL BENUiMA1 NFlGHT B'XB'%IB. TlVO MOLES,SOUARE ENO BLOCKS IMLE55 NOTED OINERMSE. UNRSSHALLHAVEAROUGHTEMUREFORSTUCfAAPPLMATiON.
3. A11 MORTAR SlWLCONFUBA TO ASTAI C 2>0. TYPE 5' OR M.
S.COURSEGROUTSHALLLONYORMTOASTMUTb VATHAL4WIMUMAGGREGATE SIZE OF Sd'AND A MWIMIRA COMPRES ESTRENGTH OF I. -PSI.
s. VERTICAL REMFOACELENT $IINl BE AS NOTED ON THE DRAWINGS,-1 FBLED CELLS III YATN COURSE GROUT.
5. VERTICAL REMFO-OF SHALL 8E y WPOSRpN ATTIES, OTHE THE BOTTOM AVDATA MA%ITfU51 SPACL4C OF 86'UM.ESS OTNERMSE NOTED. REINFORCELLENT SHALL BE
PLACED W THE CENTER OF THE MASONRY CELL. tYPIGL, UNLESS OTHERWSE NOTED.
6. REINFORCNG STEEL SHALL BE LAPPED AMINWUM OF M MHES UNLESS NOTED OTHERWISE ON THE ORAWF4GS
T. HOOKS AT TOPNK) BOTTOM OF' VERTCAL REWFORONG BARS TO BOND COURSE RNO FOOTING TO DE NOlE55 THAN i2 BAR OWaETERS. EXCLIRWKi BEND.
B. EXFANSK)NTYPENlp ARENOTTOBEUSEDMSONDCOIMSE.EMBEDDEDRNCHORSIX EPDXYFASTENEDSTUDSSHALLBEUSED.
9. ALL MASONRY UNRS SHALL BE LAID IN RUNNING BOND UP S NOTED OTMERMSE.
10. OVEft ALL MASONRY OPENINGS W WALLS PROVIDE LINTELS. CAST-MPLACE CONCRETE BEAMS, OR OTTER HERDERS /S NOTED ON FLANS.
I VERTCALFRLEDCELLSS LHAVEAM6Y&1 OF(U6REBARLAPPEDANDTEDTOTl1EFOUNDATONDOvS AL ASTPNOARDACi KATT TpP,LAPPED
_LDTOTNEHORDYN AEMFOACWGMTNE TOP OF TIE SYALL. BEE CNARt BELON FUt MiNbAtAA LAP AND NOOK LENGTHS.
f2. IIOPoZONTALJOINT REINFORCING IMAE TYPE WTH 9GAUGE SOCIAL TO W WAL) SHALL MPLACED AT IV O.C. VERT Y AND SRALL EXTENO ATLEAST b' WTO
VERTCALCOLIMINS OR PEASTERS. 110RIIONTAL REWFORCE.ENf SHALL NOT BE CLNPTWUOUS ACROSS CONTROtJgNiSANO SHAH BE PLACE➢ftILLY ENBEDDEDWFACE-$HELL
MORTAR BEDS FOR THEW ENTSLE LENGTH (MWRttIM MORTAR COVER Of �.
13. THE FINAL SEtECTO OF PNY CONCRETEt NTELW ENGINEER. BE MED SY THE FOR AFTER TRUES ENGINURM AND LAYOUT FROVIDtD By ROOF AND FLOOR SYSTEM
G. REINFORCING STEEL'
T WALLBARSNlDCOLUMNBARSSRALL CUKCWA10ASTMA615,GRADE1, FOOTINGBARSANOBON11FAMBARSSHALLCOMORMTOASTMh615.GRADEEO.
2 HA4 SENDS SHALL OE MADE CIXD. W STPoCT ACCORDANCE WDH TIE ORANYNGS AND CR.SI. LATESF EORION. Fq KIxiLS ALLOA£O. SEE CHART FOR STANDARD HOOK SIZES.
S. KEBAB LAP Sl-ICS ARE TO BE CLA559'NINMUM lAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWSE AHNSULAPOFWELDEDWINEFAE-SHALLSEbINCHESOR
ONE FULL AND HALF MESH, WHICHEVER Po GREATER.
a, FIELD WELLXNG OF RE-DHp.4G SANS IN NOT PERMTf TED, UNLESS NOTEO DINERN'ISE
S. DOWELS BETWEEN FOOTNGS SHPLL SE TIE SAME 512E AW SPACING pq NlAABERAS THE HOPo2pNTK REWFOApNG.
B. DON'Et5 BETWEEN FCOTNG PNO WN15 OR CIXUMNS SHALL BE THE SNAE SIZE AYD SPACbdi OR NUMBER A5 THE YERTICPL REINFORCEMENT.
W
67 ' sal' SItK
H. WOOD FRAMBG:
1. FAN.BNGLUMBERSHALL8ESURFACEDRYANOHAYEAMAMMUMMOISTTIRECONTE _ENUSEDOF I9'K. ALLON'ABtE STRESS AEOUWEMENi30F ALL WOOD NEMBER3 SHALL
B£MACCGRONUCE MTH THE Xbt C. OFTHEAIDSSUPRENENTTABLES-4D SA,
2. ALLFRAUMG 11AA8ER USED FOR EXTERWR WALG SHALL BE SOUTHERN PINE NUMBER 20R BETTE0.®f60 C. MAX LUMBER W CONTACT WRH GRWNO. CONCRETE Oft MOSOMtY
SHALL BE SOUTHERN FINE PRESStBtE TREAlEO. ENGBEERE➢LUMBER SH%L BE 4LEYEL PRCOLICTSCR EOVAL. TYPE, SIZE PEA PLANS. FB � 3.100 PSI MINPAUN
S. WOOD STUDS FOR W SS NOTED ITHEARWO WALLS SHALLLI SPRUCE PINE FM (SPF) OR BETTER AT Ib' O.C. NW VDOp OR METAL SNDS FM N041040 BEAPoNG WALLS SHALL
BE 2{' (MAX) ON UNLESS NOTED OTIFIiVBSE ON WALL FRAMING.
a. FRAMING:
Ye FOR 2 -I SAID WALL FRO "'.(T)2 IKIND STUO AND(1)2Xa TRBUAER AT EACH END OF R) PLY HEADER. UNLESS NOTED OTitEAWWE.
b. FOR2 STUD WALL PROVIDE: (1) 2 KING STUD AND(1)2Xd TRIMMER AT EACH END OF PLY HEAMIL UNLESS NOTED OTYEPYNBE
E ADD DOUBLE -STUDS UNDER BEARING POINTS OF CINDER TRUSSES OR BEAMS UNLESS NOTED OTERNISE AT MULTIPLE 2X STUDS OR..B SR5, USE FACE NAIL I.
AT d' 0 C. FOR EACH, UNLESS NOTED OTERYASE,
0. PLL 8 AND READERS, DWENSIONAL AND ENUNEER W000, SHALL BE AMINIMUM OF 12) PLY UNLESS NOTED ITHEFNTSE.
e. ALL TOP LOADED BEAMS ANp HEADERS SHALL BE NAILED WIM PI RONS MDGUN NAkS OR i1D COMMON VIALS (NW)AT TY O.C, UNLESS NOTED OTHERWISE
3. STUCCOINSTALLEDON WOOD FRAMED WKLS SNALI DE INSTALLED PER20I]FBC,FBCRAETMC926AMDA UCIOW.
¢. TIE FINAL SELECTI NOF ANY WOOD iRAM£p NEA AMLLBE VER FED BY iNE OR AFTER MUSS t Po DLAYOUT PROM DB ROOF AND FLOOR SYSTEM E GWEER
L FREFADPoUTEDYYDDOTRUSSESSROORJOST&
T THE ROOF FLAN DERCTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. SEE THE TRUSS ENGWEERWGANO UYOUT PHDVIDED Bl' THE DELEGATED ROOF AND FLOOR SYSTEMS
ENGINEER.
Z. TOP PLATE IEIC#tt3 MAY VARY. SEE BURmNG SECTIONS. WALL SECTIONS ANO ELEVATIONS FOA SEARING HEIGHTS.
S. TRUSS SPACWOSHALL BE 2C 0,C. MAX LWLESS NOTED OTHERWISE. CONVENTIONAL FRALSNG SHALL B£ f61NCNE50.C. NAX UtA.ES$ NOTED OTHERWISE.
a. FRAME WALLS UP TO UNCER510E OF ROOF TRUSSESAT ALL NON6EAPoNG N'NLS A4DAT Y0.UME PREA UNLESS NOTED OTHERWISE.
5.AL TRUSSE$. HANDFRAMINGSOA.LLGYPSUMWALLBORRDMLBECONTINUOUSFROMFLOORTOCELMG. ENSURETRUSSESANDWALLFRALJANGARELEVELTOPREVENT
BOW WG OR WAVING OF G-ULI WALLAI.D CERWO BOARD.
6. PROVIDE BRACBJG AND BLOCKING PEA H!&Bt MADUTION TO GRACING ANp BLOCKING V WN1N p1 TRUSS UYOUTS PRONGED BY THE DELEGATED TAU�,S GYSTEM ENGINEER
T. PROVIDED APPROVED MOISTURE SARRIFR AT ALL CONTACT POINTS BEM'EEN TRUSS NCNY,T, WOOD AND NASORRY,
8.1OOF TRUSSES SlWL 8E OESWNED FOR p TO PSF HONLONCURREIiT BOTTOM tlIULD tNE LOAD.
9.NLROOF TRUSS AND ROUT JOIST COMlFCTpNS TO BE VERGED AFTER TRUSS ENGWEE0. DLA W OVIDE BY ROOF AND FLOORSYSTEM ENGINEER
J. HOOF-
1. ALL ROOF UNOERLAYMEM PPPLICATIO!lSMLL FIXLOWZOtT fBC SECTION t5O]2¢ NBl RHOS2.].
2, CONTRADB:TONS.
1, WTIIE EYEMOFCONTUDICTONS BETWEEN DRAWINGS NOTES AND THE SPECFICATKMS ON TINS SHEET THE ENGPEER OF RECORD IS TO BE NOTFIED Sa SD1ATELY FOI
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DRAWING TITLE
GENERAL NOTES
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