HomeMy WebLinkAboutConstruction PlansGENEHAI_ NOTES
i. THIS STRUCTURE H.AS DEEN DESIGNED IN ACCORDANCE V0'iH THE
2017 FLORIDA BUILDING CODE 6lB EDITION.2014 NAIONAL=--CTRIC CODE,
W 17 FLORIDA FIRE PFIEVENTION CODEANO ASCE7--10 FOR 16D MPH W WD VELOCRY
IS SL-COND GUST].L:W UHEC FOHPARLAU Y ENCLOAED DUILOINOS.
2. ALLMATERIALSANII LABOR 6NALLBE IN A.00ORDANCE WITH THE ABOVE GOOF -AND
ALLOTHERAPPLICFIASUECODeS,
a. BU;MI R CLASS'IOTMP6 PE91DENfnAL LAWN ETOMGE 001125 PBF MAOR LOAD.
N.
4. WRTTTEN DIMENSIONS BHALLTAKE PRECEDENCE OVER SCALED DIMENSION&
5. D ATEIOGOVET1ALf.O ENSION6 CfTNV `GEE'IWEEN LIMITS AS SHOWN. BUT idEµ1BER
BPAu`RiG 611ALL FIOI trU UM( BA I CAtEU.
S. ALL FLOOR SKID &JOIST LUL4BMTO BE i12 6VPK0 PT
ALL WALL PLATES. STUDS B MFT'EHS LUMBER TODFbI SYP NO
7. ALL WOOD WTMIII B° OPOPADEOR IN CDNTACTWTM MASONRY SHALT. BE
PRESEWARVETREATED IN AGCDRUANCE WITNAWPAUI AND
FASTENEOWRHGALVANIZED FASTFKF&
& THI1S3 DESIGNED TO SUPPORT O.L +LL =:16 PSF.
&iLL ALUMINUMSMINGIi OFING BE-40MALLOY CONFORMING TO ASTIR P.209.
10. USE dO K 314-TYPE A SHEET METAL SCREW FOR A1LLLL.. CONNECTIONS BETWEEN
WASHERAT�T PAGi1ED ON CONNED ONSS�LWcuIROOFANOCFORPAMEE-BACKED
BPAOINGAG FOLLOWS:
ROOFl61011,lG. PERIPHERAL MEMBERS 6' 00
ROFF/SIDING-IMERIOA REMieER6FF10" Ol.
T.
pNpWO NyGF- 2 OC B�U1'Tpiofil ER1�1EI q 1�p pp
IAp1pTLLPCI,HED 7PO VC�FPM1H/LIpCALgbgpRARJAAM2 bPTIONALAPDOOgpgQNLLUpE I`,y11NUM
61.`.BB4'EANT 11Y ANO LACAYION MVICVW01'tOboRDkO'rF9U&ICLLTTETrEl WOH TYPE,
AND WIDTH REQUIREMENT IF BIALOING IS a WPF PER POO 1010.1. LB).
i AOTWRE0NFRLOTYPOPROTLCiOPPER21CO, FIXTURE COPPER
TYPE MAY ARY
M ALUMINUM WINDOWO - VVIE, SIZE.OUANRTYAND LOCATION MAY VARY.
MIAXIMUM WINDOW SITE 40' WIDE K OG° LIIOIf.
14.OPTION14. F-'CTERIOR WALL CAAGOVF{� NS INCLUDE CORRUGAfEDAL11M11tlUM,
MESA ALUMINyUM 4-LAPALUMINUTA A7�9'EPPT[JT�•Ttyp13101NO VU(MpgSWING
oM1R Cp�sMEPA °myc 1OE E&FCCUVERF,N661NfLI.UOE 2P OEPOEWU/AIPDUTAc sYF.EL
SHINGLE ROOF OVER ]2' PLYWOOD WITH 2 LAYERS OF 15 I.B. FELT OR
PERMATILOOVERM6 0421AN0151.E1.FELT.
15. USE &iW'■ 099' GALV RING SHANK NALLS FOR ALL CONNL'CTIONS BETWEEN
WOOD.
EKGINIaERETjOVY000. AND FIRER.
CEMENT SIOINGGBRANDFRAME. 1� p
18Y[DGU'ID'OOC FIE Al ORIENT DPEERPRPENDICULLAARrOOFIOOTRJOIST�S
HOOALPCpOpFGA4UOTHOAILLTYTB
141�6qA hDATg1ILI'IY TOOH,e�KINLIu
uI
VER fY SPECIFIC
(((1333LDTNO1NT8H'6 PL1q.f.IAhC-R MLIMEU L1R�
TO
TTHIISpO
1C1;;ONNppEECTT�IONI,S
IFFORTFIOIb ETftU1L0"TE WRH LOCALrCOU MUNICIPAL GORE
REEr�UINEM
18. ROOF DIWNAGE PER t6DSA& RDDSA
pblu
^•
SIRUCTURAL LOAD LIMITAIIONS
+-,.�.r
FLOOR LME LOAD:
n uw,m.n
A 50/11D P:i'
,w.rs•xerw
ROOF LNE TAM:
I.I�..Auw+;raa.,s xwrvn
v�em
A 10 PDT
�yuaAfwn
NOT ROOT 1•Mt LDaD:
VAWD LDM•
A ULTDNtE 160 I IIOMd,l1 1U I"'IL P.u'IL G120(.RY
G B WIND E,{WSNR, n..RY
D. Ded - eWAX.� 5fi NYUL PRMSDRE
INC.
'KNEPICAANA, ,AU RICf. BARN, G`Ef?,0U
CLASSIC. PORCH
MROE., 57ED.
FLOOR DETAILS
VARIFS TO SW D"
PT2X4(0)FLOORJ064TSi(7OC--;, -.618"X29°6'HEDX(ORE45UAL)ANCHORFORSOIL
IJOUSL£Pr24SiODS FT 2X4/S;MIL MODEL MRA(#240ACI) OR EQUAL r-W{ ROCK
4 SM03 MQUIREDFOR (a1a . 20 NAILS MSS V.BTRAPORGABL-Ofi SDIACAPACM
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961 PT NEADERBETWESN —�
6KI08.3"X A2DNA1L4 G'OC �,
.. I— O) WX.12D NAlL3 PER CONNEOrION
TYPICAL FLOOR FRAMING
N.T.S.
PLYWOOD P7
OOUSLEPT2XOSWD3
NOTE: �ONOi�ECn�ISO'FamSJQ%°120 OAT EACFI REOUN
FLOOR DETAILoki
N_T.S.
POIJNDAl ION ANCHORINO TIE DOWN SY52M
TO BE STTE DESIGNED AND LOCALLY
PERMITTED
tyytlbl ltrlLyr!'
13' b' MAX ,6`ya'`r'iP1 6 k
h�•J�Mh' i
ZZ
Till
,�i,K M.P�Ytt1 t'.l�w
`—T (OR4) XWX W SOLIO CONCRETE BLOCKS
AND71C DOWN ANCHORS SPACEDTFROM
EACI1 END.7HEN MAX V CENTERS,
DO
ORT W:DTII
6__O_
to
O. W
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All
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COr�gEw �U LV1
FRAMING FORAMERICAIIA CLASSIC. RUFFY / yy
mil\
a 12
OPTIONAL GAVE a^
.A GALV. 6'TEELFLATE
TOM OF EACH 67VD
.tOG" NAlL6 {TYPJ
a
tYA E MAILED
WP'M1)(S)7111ItN`X2'RtBCAuGz
STAPLES PER COMNECTION
(ALT) 2O GAUGE STEE L HAT CHANNEL
W) (2) 2-114X0.131 HTNAIL PER CONK
PER COMCtlN
(S)IR 0 NAILS
NECNON --
SIDING; SEE NOTE'B 4a
90^
STUDS TOE-MLEDTO BOTTOM
PLATE- (4) 3'x.12W NAILS (TYP.)
200.4 2.8'flLATES
EOOEMO BYIHVEUiPAULIC flvE58
EFACH SIDEOFJOINT
.. .�I_. __yyq 8Yp p1 pPFNWOS�DRH
SVP JN KD BOTTOM PLATE
3•x.120•NAILE B°STAGING
Wx
DOUBLE PTVG SKIDS
LOCAMON DOORS
I IS° MAX
AND WINtlOWSN VARY
ANDw
NOTE FOUR 9KIO9 VNOtl2 ta'S" WIDE FLOORS ONLY
E
1
END WALL FRAMING
MMAAXIMUMOOOORS�-
-
N.T.B.
taB•Wx011-H
22�.,. �%E K o
2n iinEABEBOS SY HYURAEEILLIIC P
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EACH SIDE OF JOINT""
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eumm�.:.un
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RU FY MODELS
\%\ AND RUM1FY MGDPIB
neawlm
AMM N MUA
2%48YPR1 NU 9TIlU9A R/V-fERS TR`MAx &FACING AM��M
xnanvr.unwn+
Mmcnw.s
DADO INTO STUD
2X4 SYP Al KU BOTTOM PLATE. 3'x.120 NAILS S"
AV. ELPLATE-`LL OOUSLEPT2XQSKI6SS
pppR'Ir�[��1N�(�n 46MIONIS"WIDE C¢'` •d
�NNLSI\Tr••1DN .� ':l�Jic'�i CJO j.A'C
—IS 6` MAX '
kIGtIQ� 1
<;F2U>S `�E C,11 J 1.7F' TAIL
NT.S. PSI APPROVAL 20RFSbib '
[RUFFY.DA RIGANC.O AMERICANAAMIND DETAILS
BC 20)7 —
�2-2O-n s o1 B
M NONE
FRAMING FOR FLORIOBPI
Wore N}
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12
26I r
ROUFDIG. SEE NOTEAI9
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EACH STIQON
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pADLEB-ATTTO TO
--
nV,TL-!r,.8::
1vulNa<im. w.m�omn
60VCRRIMSTCPPLA7C 7OSTUD
(ill i2Trx IN.Sbun.+nYP1
—'- -
—•2x4 x9 SYP T/F3ARCAi
OVER U441 SYPTO
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OIIRLFix9
LLINL9[131�6M.ul♦16
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SIOINI; SF.E NOTC iN4--
I
II iiMU>0.41i£1d4011
I
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LSWCuUoN36
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N.
X 12 ZB OP, CALM STEEL PLATE II
j -L4 PURLIN
7.1•t
,I' II
—iMSyPh'p PURLM
S;J 11g
2Ms)FLOOR J016T—� "`—ODUVISPI'LCB S1t1OS '2"'Y"'' BCOTT1T.OMWG
M�PLATE
p
MAX. IS' 6" �1 MA%�MI1M1�IX]OR GIm
END WALL FRAMING U"N
xx4SYP1111UP RIM NAFIER 0•J"X.12rP NAll94T CACiI —. --- - .----. -.._
WEk r4 SVP U1 TOP P44T B CUH1 6'NO'r0 PLATE COFINGCTION N.GS.
FIal kAI WIY'x.1Zp NAIL S'OC' _ iQ"xi6Tu:B O RAFTER eAP
_ •`TOP OF SB)t3^R�1BS F)AJLB(1'F.)rT
SPAMING
jI1I�I�'{1 / t �HOOFMG 6CF NOTEif14
1X4
2X4m 6'fP BUTT
1 v*t.146'NAiIR 3` .I7WNAIISONB'8PAOIN9
SIDE -WALL FRAMING
rvUre EAV?ALWNOFI :73UCTIIRAT.
1x4 P IHjOJ81V105EO
SIDING. SEE NOTE 314
��,1lpirF�T��'�ppl,Sy�ryA �SryW H� O'{ j'�" 1C,�yI�TUIEIRSD BEARIMO
U6E CH TO21(9 U TkTMW14-RSPAN MAX. CE
ATTACHTOOABLIS RIM Wl9 rPhOD'NAILUSP ND
USECOV/I3- .I WNA7 IN9` PROTrMXSPAN 135`
RTTAIS WIY"A VILE RIM CIAB'K.IZTCENTERS
ATTACH TO GAOLE RIM W'/63`x.12P NAILS EAEND
2x4 Al SYPTOPR
901 ION PLArEB CUNT
-FLUORINCK SEE NCTEU 16
TYPICAL CROSS SECTION
SCALE: 1/4- = I'
PSI APPROVAI.201&:I1-16
N(aAYk.
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fle54T11.HVdr
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OAMI)ML DARN FRAMING DETAILS
(979°%.ti.D NAILSATSNO 12 �.
Ti1TRUSSCONNLMION
12
HEADER FOR DOOR OPENINGS ONLY tB - "• I ''
2x3lFt 81'P 31UU826'OC MIN—�
AT TOP a BOTTTOM OF EACH SiUDIA�
WOH (9)1.2W X.10E NAILS ".)
--'-Np F
O AIL M
^-2X4
[HI FADERS
1-w
&X
WITH
Lm
I
0
PANS
22.E
�Ai1ENIN0
&.13D`x3'
S•.19D•x8"
E.130•x3"
NAILEAEND
NAILEAENO
NAILEAEND
FACCHTf�iVrIILR TO BTUUDD
CC 9MHO PEABANVINR
SIDING.EKNC I:014
0
3.8
t%3PURLIN
iNOTE FOUR SKIDS UNDER 19R• 1�I
15' O" m4 .
END WALL_ F
Comm
IECTOR PLAIES
DOUBIE2X48N &RAFTERS
�A7TIETNWroAQLE8RONL WITH
8' n.tYe" NNL6 8' SPACING
MN(tM 1M D0 R&IZEtNO.
10EWX-0D'N
DCUBLETOP PLATE CONT.2x&OVER294
# gDPNBTIID.R&RAFTERS
MIN
2K4 AI SVP SCTTOM PLATE
PLYVRDD rLORR(NG-)
I'LOOR JOIST-
A-
4.4 DASEPUIC
•-2xH(R) PT RIM JOIST
IDA: PLAU B V"HER
�WLV UU BOLT
ANCHORATTACHED TO
I£.x'YI/R'
/1111 V2•x4' GALV LAG 2GLT
GISTBUMMING
IHADIUMM WASHER fHEN EYE OM
ANCH
ANCHOR, D , PIH JOIST S
DI To ENO IY FT DD9 IotST
-GRADE
PIER SPACING _,
SAME =
REQUIREMENTSpISPACING
a
i/2•p�EY[EA� AUGER ANCIER NTH
RK
�LOrV
RLCIIICCNENTS
E ONGLE
PNC4. HORALd4bWAANL
A'
SIDE GF BUILDING EMU ANCHORS
WIfHIN 2' GF EACH ERI, IMF"
L
0' MAX: ANCI+GR SPACM
SHED WITH ATTACHED
SKIDS
END
VIEW
2x4
O/4'
-.... .FLOOR JOIST
D/A• PLYVORR moDRIHG
5 / 2x9 DA;FPLATC
d/- Pxitp) Pi RIM .IfVS1
-2Y2'vl/B• ZINC -
PLATER WASHER
_1/2'x4' GALV US BULI
ANCWR ATTAT.HFD TD BOLDING
VITH 1/9'x4' GALV LAG BOLT
THROUGH WASHER. THE! EYE Ur
ANCHOR, THEN RDA JOIST i
INTO OND or TLDCR JOIST
Il 4'��ppSEEIppN�U5�I-CCTGI lCLIXIC60I,IN gTTEH
PNCIiORS 5 AL1iNGOLONG
I G D ANCHORS
GENERAL NDTES
I BUILDING ANCH.URS INTO EARTH SHALL BE
ANTr.OHOORS ➢ITC NOTYPE
EPRI➢E OROFOUALLLWI HYC
2.
3.
4.
5.
G.
8
A-1
SIDE of BUILD `N . EN
SCOW Mdb VIIMIN 2' OF .ACH *PUI, Mal Ia.
B' MAN ANCHNT SPACING
�� IL
12.
tz
ANCHOR ATTACHMENT_ DETAIL
SCALP • N.T.S.
FOUNU/4TION ANCHORING 11E 0OWN SYSTEM
(1) I/V ur¢ PLATED NUI TO BE SITE DESIGNED AND LOCALLY
a) 2'x2'Ad S' ZINC PLATED WASHER PERMITTED
26EEEGEAU1G�E G-9o�qGG11LV
2x4(R) PT RIM JOIST 1/2' HEUGL 4NCHUR V11H JTSHILiPE➢ BRACKET
1/2' x 12' EYEBOLT 3' MIN E92EBREW DITO ATTACHED To EACH
L.— ICY[ DOLT ATTACHED BU I. ANCINP. VIDI
/ {1) we.4' 7(1 DOLT. C2) 2'x2'xl/0'
_ LP VASHEH, (D YcH (H NU
T t Ntlti'j i; �A-24 SIMPSON (or £QUA )
MIN 1?y rF 07ON UPLRT WITH 1/2' 4JE000
i- ANCHOR HIM 3' EHBEDHENI.
LOCATE ANC IRS QHO.Y N.@.IG
OTHERS L GLAD B/ LONG SIDE Or DUILDTNGt END
OTHERS LOCAL CODE AHCHURS WITHIN R' UT AIN
ANA JtDUSDIQ11oN END, THEN S' MAX SPACING
APPLY
SHED WITH ATTACHED SKIDS
ANCHORED TO CONCRETE
FND VTrW
SCALE. NTz
SOLID CONCRF`F SWD
LTITR WI GpN'f2gx 40TT AMU.PLATTEE
SPAvJ.ING Df ANLPHOR)F TO
H{', MANALL. G' ).GNA ALL
FOUR WWITH 1
ANCHUR VDHIN 1' W
rAIA CNRNFR.
T'
MIN 4• F'J_'
110D U99 eL 29 N/
RING SHANK GkV NAILS
2,4 BASEPLATE
21x4' P.T. BASE
SHED WITHOUT FLOOR
ANCHORED rO CLNCRETE
EIVD VIES/
PSIAPPROWAL201"I.16 SCALC N.U.
G CONCRETE SLAB PER
:. LOCATE ANCHORS PER
'S SHOWN WITHIN
FNO ❑F RIIII ➢ING TO
THAN END f ADS IS
yRP(K'I(,
PIS
-pal
.l:MIn vvO., �4^+
cici:�nAY,
..4 mIv.Po•/W. SKIi
=05damn 91dvN➢Nf
I¢x.uvwN
ulYa a04um
OvgNIA P l4n WYwm{.Nunw,R
Nrxx.RiMm.IDIT
aUaceUou.
.035 GALV. STRAP OF 4760# CAPACITY
J
USE 1/2' DIA. RED HEMMAAADXXS))
(d} 2' FRM EACH ENPATIO ANCHOR MICS-2
ORAPPROVEDEQUAL
W/1/4" MIN EMBEDMENT
IN 2600 PSI CONCRETE �•
035 GALV. STRAP OF 47509 CAPACITY
—+
DOUBLE PT2X6 SKID
�V" OR4y XB"X16'CONCRETE BLOCK
BLOCKS a TIE DOWN ANCHORS SPACED 2'
FROM EACH END, THEN ON MAX. V CENTERS.
-TIE DOWN ANCHOR: 5/6' X 30' TWIN 4' HELIX (0)300HC2) OR
ODE MRA (#E2413 C) OR EQUALL F R ROCK L
TIE DOWN TO GROUND
SCALE: 2" v 1'
TIE DOWN TO SLAB
SCALE: 1° - P
2X4 SYPKD STUD 24"00
1/2" EXPANSION SOLT pp 46" O C
21/4" EMBED WITH 2" X116" ROUND WASHER
2)(4 PT BOTTOM PLATE
CONCRETE SLAB
NOTE:gA, @�I77ONg027870ANQ },,SN THP ID ECj,I5D5
`1T4 �114 X�tOfi NAP[(S'b.ER9T EPTPOS'NL. x"O
TIE DOWN WITHOUT 1" v 1F'LOOR
SCALE:
101 IAV �—DOUBLE PT 2X6E
a a d
_ 1. _ + 3 1/2" CbNC7iETE SLAB. � I
GENERAL NOTES
AENT OF EARTH ANCHORS 24°
RS INTO CONCRETE SHALL BE
IORS WITH MINIMUM 3'
S PER SPACING REQUIREMENTS
CONSTRUCTED TO LOCAL
3q113p END OF BUILDING TO
�1ER THAN END IS CENTER
1D TO BE S" X 16" X 4' SOLID CONCRETE
J ASpQUR�B E 10 FOR
OS
DRIDA BUILDING
HEIGHT OF BUILDING
AS AUGER
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N
I
I
0
a
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30
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66y283 6 ATE ST ' INC.
TIE GOWN DETAILS
"FBC 201
'4-1-2019
1 OF 1
AS NOTED