HomeMy WebLinkAbout01-0271
BUILDING PERMIT~2
0271
~
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
SJ.'
Date
/1-;2;5 -01
BUILDING
ELE~-
P,"perty Dwne' ~~) 7L,
Job Addr8ss: '_ _ _ _ ~ ~ /.
Parcel 1.0. # /I-~Io-;;tl. 0010- ~OIOt[)- DI60
_Er&\Jv Code:
~J'I~
PLUMBJ.NG--
ME~CAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Radon Gas:
A{)~
d. q~
Oescriotion of Work
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
S_~-4J(
DATE
DATE
Valuation or
Contract Price
V...L.L
~J4oo'
~~
Inspector
.s
Company
Address
c-rerePhon~
City License Registration #
State Certified License#
a~&;r~,
~-
-
---"'1!CHA N I C A L
Ftr. ~-3{) -~ I
Pre SLB
Lintel
FRM.
Insul. CL
WL
s-re
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Ins!.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same,
APPLlaTIC&< roR PERMIT t /l~~\ L
CITY OF ZEPHYRBILLS c...c..fA~ '-/ J' l / V "
BUILDING DEPARTMENT RECEIVED
PLANS REVIEW FEE
OWNER'S NAME !?tt;J& Y ( J A6 I-
JOB ADDRESS S/;76 I IT)! s r
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION fI~~
PARCEL ID # /6~/7-;10 Ill'! ~~/DOJ()/ $l>IOO!l>,foD (OBTAIN FROM PROPERTY TAX NOTICE)
, I'
WORK PROPSED: DNEW CONSTRUCTION ~ADDITION o ALTERATION 0 REPAIR 0 INSTALL
PHONE JI.J - 7/) - /9~j"'-
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK SC1?66t./
/.J X ~J.
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
Pi} t) '''-\
BUILDING SIZE
SQUARE FOOTAGE
;JJ't
HEIGHT
8"
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
-; y t;(), O()
PERMITS REQUESTED
o BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILDER
SIGNATURE
COMPANY
STATE CERT OR
CITY PROCESSING #
******************************************************************
ELECTlUCIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**********~*******************************************************
YECRANJ:CAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subje8t to ~deed restrictionsH which
may be more restrictive than City regulations. The undersiqned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor SectionsH of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection GuideH prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~ownerH, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~ownerH prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wet~and Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~AH or ~A,etc.H, it is
understood that a drainage plan addressing a ~compensating volumeH will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER TTORNEY BEFORE RECORDING YOUR NOTICE OF CEMENT. JOBS UNDER
$2,500 IN VALU DO NOT EED TO RECORD AND POST A ~NOTICE OF CO NTH.
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA 17 A $(' 0
COUNTY OF r
The foregoing instrument wasAa~nowledged
Before me this..i!l..- day of {'Lf'/< 1(. , ~2oo(
by
(name of person acknowledged)
~ho is personally known to me, or
STATE OF FLORIDA I'll J{' 0
COUNTY OF
The foregoing instrument wa~'iktowledged
Before me this -B...-day of I , HJool
by
~ (name of person acknowledged)
wnho is personally known to me, or
o who has produced
(type of identification)
and~ ~:;;ke an oath.
Sign~t~~ ",:f pc~fiiQ ii~nowledgement
;. ~~'_ RICHARD DANIEL~ ,.
d ,.......f';.l.,..!'.~/JI( 's f FI 'd
~o/' '\,: Notary PubliC, tate 0 on a
Name p ircc~~. Ror TI\1ift.mper,
:,~o..:.."'-=::;lI"~,.,-"~.---,~v~""O'-~~~--';:l>~;,?<""
Name t c&rfn.~.aNlJlM
it
. ._~
~~~'-y'--
38626 2nd Ave.
Zephyrhlll., FL 33640
ACE
ALUMINUM & CONCRETE, INC.
Job No.
Phone: (813) 782-2818
SOLD TO
J?, c J-J {...:; y t( rJ6(l,
ADDRESS S' / J 0 J 8 T }J-
SHIPTO ."'Z.- '...\.I<"'\..$
DATE 9- /9- 01
PHONE
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PERMIT
PRICE
TAX
TOTAL PRla
DEPOSIT
BALANa C.O.D.
(
The underslBJled alree5 to pay
INSTAllERS IN FUll ON COMPlETION
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""y llOOJ ES Of \lATFJt "HD noM)\~^YS (IHCLUDING HN-lES) IillJ^c~'r TO '1'tlE l'ltOPEII'l'i', lllUlChTE
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~ li "EASEtIENl s.., "RlGUT-OF-WAll! llnd ~'JURlSOlCTlO"^1. LINES", m'ulI~: bo shown on all sJtI! phlw.
UO IIU1' ENCROACll INTO ANY EASEHENT WITll ^ STRUCTURE
HOUSE CONSTRUCTION
UAU: ,"...
PROPOSED "OOmott
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SECURE ALUM. PANS
W/ 110 X 1 1/2" S.M.S.
(I'" O.C. INTO 2 X 4 PLATE
5\..OPE
MIN.
.... If"
11
OPTIONAL SHEARWALLS FOR'
UTILITY ROO/vi
Norr: ONL Y SHEAR WALLS et LOAD BEARING
W..ILLS REOUIRE HURRIC..INE STRAPPING
HURRICANE CLIP T. et B. OF EA. WALL STUD
(124" O.C. (MAX.)
USE SHEARWALL STORM 8RACE-X PATTERN
'WITH M.H. STRAPPING W/ (1) Sd (I EA. STUD.
(OR)
USE STORM BRACE 1/8' THERMOPL Yet NAILED
PER MFG.s SPEC's. W/ HURR. CLiPS PER A80\l[
SECURE ALUMINUM PANS TO TOP PLA TE:
OF END WALL W/ /10 X 1 1/2" SM.S. 2
12' O.C. (AND SECURE END WALL Vf:RT.
STUD TO HOST STRUCTURE WI "0 X J"
(I 12" O.C.)
8'
MAX.
DBL. 2"x4" TOP PLA TE
(1) 2' X 4' (IF CONT.)
2"x4" IiOOD STUD
WALL 24" O. C.
'/S" TIll lIDOD SIDING OR
VlN'rt OR ALUM. SIDING OVER 1/2" PL Y. W/ 8d
II 6'/12" O.e. EDGES /INTERM.
<i' (I J" o.c. T<i'B <i' ALONG ALL HEADERS &' PLATES
(FOR SHEAR &- UPLiFT) REPLACES HURR. CLiPS
3/8" DIA. CONe. A.B. OR 1/4"~ TAPCONS
(124" O.C. (2" MIN. EMBED.)
SECURE ALUM. PANS
w/ (3) /10 S.M.S./PAN II'"
O. C. (T'rP, (I EA. END)
ROOF ATTACHMENT
SEE NOTES BELOW)
2"x4" P.T. 110000 PLATE
NEW OR EXISTING
4" 2500 PSI CONC. SLAB
UTILITY ROOM DETAIL
(NON-HABITABLE STRUCTURE)
HEADER DESIGN: FOR OPENINGS (6' MAX. WIDTH)
IN LOAD-BEARING WALLS. USE (2) 2 X 6 NO.2 s.p,
HEADER W/ (3) STUDS 0 EACH END
( (1) UNDER HEADER) NAILED w/ 16d 0 J" a.c.
SEE FTG. DETAIL
PAGE l-H
ROOF A TTACHMENT NOTES
FASTENER TO BE DtTERMINED
BASED ON CONSTRucnON OF
HOST STRUCTURE
#10 S.M.S. X 1 1/2" 0 8"
O. C. IN TO WOOD
.QB
(2) #10 0 16" O.C. INTO WALL STUDS
{)B.
(2) #10 X 2" " 24" D.C. THRU
J/4" (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
.QB
1/4"~ TAPCONS @ 8" D.C. STAGGERED INTO CONC.
W/ #10 S.M.S. THRU REG. HEADER INTO PAN BOTTOM
!:&lI.:.. 1 1/4" MIN. EMBEDMENT INTO CONe.
1 1/r MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA TING
WOOD; W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
SECURE ALUMINUM PANS TO TOP PLATE
OF END WALL (AND END WALL VE:RTICAL
TO HOST STRUCTURE) W/ /10 X 2" S.M.S
II 2..," O.C.
3' STRUCTURAL ALUM.
ROOF SYSTEM (T"rP.)
"--- BEAM
ATTACHED (I TetB W/ CAPRI CLIP
OR CASTLE: CLIP (SEE NOTES BELOW)
- I" X 2" PURLiN)
I" X 2" OPENBACX W/
1/4" DIA. CONC. A.B. (124" O.C. (MAX)
(1) A.B. (I EA. POST (2" MIN. EMBED. - TYP.)
OR 1/4"' X J 1/4" TAPCO/I/
.r <~'::"~"~' ~~.~.: Y,:.' '" FOR WOOD DECK
~ .. :~.. '~..:.' . (SEE NOTE BELOW)
..',. ..
I 8" I ~f~s% ~~f~NJ.c, SLAB
w/MONO. FOOTER (TYP.)
I-IS CONT (rYp)
SCREEN ROOM DETAIL *
* FOR WOOD DECK: USE #10 SCREW
X J" LG. (THRU WOOD DECK INTO
BEAM OR HEADER) " 24" O.C. MAX.)
USE (2) #10 X J" 0 EA. POST
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L 1" X 1" X .060" W/ (2)
#10 X 3/4" TEKS INTO EA. FACE
I2E
CASTLE CUP:
L 1 1/r X 2 1/8" X .050" REC. CHANNEL
W/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK
& (2) #10 X J/4" lEKS INTO EA. S.M.B. OF COL.
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE 'MTH THE '97 STANDARD BLDG.
CODE WITH ALL REVISIONS TO
CHAPT. 1505 FOR 110 MPH mND VELOCITY
VOID AFTf:R 2-1-03
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA lIEN. FL. 33880
(853) 299-1048
Pg. 2-E
1 4"
.050" . .120. ]
....
fJ:r 81 .050U
SX=. 98
SX=. 23 SX=, 44 SX=. 35 SX=. 55
I 2 .1 I, In I 2" I I. 2" .044
3" T; { t x 4'" T; ( t 2" x 4'" S. M. B.
6"
120. 2")( 6' S. N. B.
SX:a1. 97
r!tS-\-I> HrIGHT/SPAN
3' 3 - 4'
4' 3 ' - 8'
, , - 4'
, , - ,
, - ,
J' , - ,
~, , - ,
11 J' , - 4'
i
7u
2" )( 7' S. H. B.
120
SX=2, 54
0'
'j
2' X 9" X . 072 X .224 S. M. B.
9"
SX,!:5. 47
4' -
- 4'
.072
4'
8'
,224
NaT~1 1) BCAH SPANS HA r BC INCRCASCD ':07: IIHCN CONTINUOUS OVCR
INTtRIOR COLUHN SUPPORT
Z) ALL 8CItH SPANS ASSUHF: LA TE:RAL PURL INS (e' >re') , 90' FRAHE:.D
ACROSS ROOF. CACH POST IN SCRCI:NI:D S1 DC WALLS
3) VALUCS HAY BE INTCRPOLATCD FOR INTCR/04CDIATC LCNGTHS OR SPACINGS
8"
2' )( 8' S. M. B.
SX=4. 44
I.f",\~ HrIGHT/SPAN
3' 53' - 2'
4' 46' - ,
'j' 41' - .
6' 37' - . ,
7' 34' - I ,
R' 32' - 6'
9' 3D' - 8'
10' 29' - 0'
9"
j
SXa6. 77
21 X 9" X . 072 X . 310 S. ,.,. B.
~~\~ HtlGHT/SPAN
3' 65' - 6'
4' 56' -10'
~' ~O' - TO'
6' 46' - 4'
7' 43' - Q'
8' 40' - 2'
9' 37' - 0'
10' 35' - 10'
TYPICAL ALUMINUM CDLUMN & BE:AM D~TAILS
TABLE:S FOR SCRE:E:N ROOMS & ROOFS DNL Y
.072
DAVID NORRIS CNGINECRING
DeSIGNCD TO '97 STANDARD BUILDING CaDC
PER CHAPT. /606 FDR 11 0 HPH ,,/ NIl
eXPIRes AFTeR 2-01-03
Pg. I-A
IN TERL OCKING ROOF PANS
ROOF PAN (ALLOY J003 H-16) PAN AJAX. SPAN
TlICXJCs:. SJe AJAX. SPAN WI aJllR II/.
[I~ n
.026 .450 13'- 4" 16'-0"
'/' VARIES-...., I
I Ir I
.032 .508 15'- 6" 18'-6"
fI 'I' - .032.......... { .032 ..146 77'- 0" 1.1'-0"
I. 7r , .)
NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO J' MAX.) SPANS MA Y BE INCREASED 2-
FOR EACH Ir OF OVERHANG. CONSUL T AN ENGINEER FOR
GREA TER OVERHANG.
J" STRUCTURAL ALUM.
ROOF S'YSTE:AJ
2" s.AJ. BEAM (SEE CHARrs)
(2) .1/4" OIA.x .J 1/2" ST. THRU
BOL rs
J 1/8" X I 1/2" X 1/8' [ BASE W/ (2)
1/4' DIA. TAPCONS OR fOUIV./pOST W/
(2) 1/4' OIA. x .J 1/2' STL. THRU SOL TS
- TOP OR SIDE MOUNT AU,OI+f'O-
ALUM, BASE INSERT
W/ (2) 1/4' OIA. X 2 1/4' TAPCONS
(2" MIN. -fMBED. T'rP.) SECURf ALUM,
COL. W/ (2) 1/4- OIA. THRU SOLTS
,,'11" e'
NEW OR EXISTING
4" 2500 PSI CONe. SLAB
(!XE PAGE: I-H)
Sf[ POST CONN.
DETAILS PAGE: I-F
CARPORT / OPEN PA TlO
DETAIL W/ ROOF ATTACHMENT
N. T. S.
ALUHINUM ROOF PANS - IB' X 2. 5' X BI05-H381 PANeL
AS MANUFACTURED GY ROYAL ALUMINUM, INC., LEESJJURG, FLORIDA
WIND SPAN ,,/ SPAN ,,/ SPAN ./
THICKNE'SS VE'LOC /TY I' O/H 2' O/H 3' O/H
OPE:N 100 MPH 13' -8' 14' -0" 14'-4'
BUILDING .024' 110 HPH 12'-S' 13' -0" 13' -4'
120 "'PH 11' -S' 12'-0' 12'-4'
PARTIAL 100 "'PH 11' -8' IB'-O' 12'-4"
E:NCLOSED .024' 110 "'PH 10' -8' 11'-0" 11'.4'
JJUILDING 120 HPH 10' -0' 10' -4" 10' -s'
E:NCLOSED 100 "'PH 13' -4' 13' -S' 14'.0'
BUILDING .024' 11 0 "'PH 12' -0' 12' -4" 12'-S'
120 HPH 11'-4' 11' -s' 12'-0'
ROOF A TTACHMENT NOTES
FASTENER TO BE DETE:RMINED
BASED ON CONSTRUCnON OF
HOST STRUCTURE
ITO S.M.S. X 1 1/2" (I 8"
O.C. INTO !tOOD
JJB
(2) 110 0 16" O. C. INTO WALL STUDS
JJB
(2) /10 X 2" 024" D.C. THRU
3/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
J)jf
1/4N~ TAPCONS 0 8" 0. C. STAGGERED INTO CONC.
W/110 S.M.S. THRU REC. HEADER INTO PAN BOTTOM
liQE.;. 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMBEDMENT INTO KOOD
* REPLACE ALL DETERIORA TlNG
WOOD; W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
DAVI IJ NDRR IS F:NGINF:F:R ING
IJES IGNF:lJ TD . 97 STANDARIJ JJUILIJING Cl1J)C
PF:R CHAPT, 1606 FOR 110 HPH WINIJ
F:XPIRE:S AFTF:R 2-01-03
Pg, )-D
)1 POST LENGTHS ANIJ SPACING FOR WALLS
SUPPORTING SOLID ROOFS (12' SPAN+1' a/H) )1
POST NO/.f! NAL SCREENED WALLS SaUD It'ALLS
It'ALL
SIZE HEIGHT POST SPACING POST SPACING
7' 5' -8' 2' -] 0'
2' xc' xa 04(}' 8' 4'-0' 2'- 0'
2' x3' >to 050' OR 7' 8'-0' 4'-0'
fI X fI III (J) [ 8' 6'-0' 3' -a'
9' " -0' 2'-4'
IIIi!' X2 1/8' X . 060' 10' 4' -0' 2'-0'
7' " -7'
2' x3' x. 070' OR B' 4'-2'
i!' X i!' III (2) [ 9' 3' -3'
IIIi!' X2 1/8' X . 060' la' 2' -9'
7' la' 6'-2'
8' 9' 4' -7'
3' x]' >ta 060' 9' 8' 3' -7'
la' 7' 3' -1'
7' 9' -3'
8' 7' -0" rJ
3' x3' xQ 093' 9' 5'-5'
la' 4'-8'
7' 12'-0'
8' 9'-0'
]' x3' xa 125' 9' 7' -0'
10' 6'-0'
2500 PSI CaNe.
2424 1856 1466 1188 825 606 464
4280 3277 2589 2097 1456 1070 819
3040 2328 1839 1490 1034 760 582
34~1 2642 2088 169/ 1174 863 661
6527 4997 3948 3198 2221 1632 1249
9708 7433 5873 4757 3303 2427 1858
12836 9828 7765 6290 4368 3209 2457
1 0' D I A.
GRADE
· 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan ..
BENDING (1/11'10> LOADING. FOR EACH ADDITIONAL raOT
OF ROOF SPAN (OR OVCRHANG> > 13' RCDUCE POST
SPACING BY 8X DR FOR EACH FOOT OF ROOF SPAN
(DR OVCRHANG> < 13', INCREASE POST SPACING BY 8X.
C HPACTED
F LL
H..e,,'
3/8' DIA. RCBAR
6' LG. THRU
POST
4. .
.' .'.
IE' DIA.
J
8' MIN.
~
liS REBAR CaNT.
PDST FOOTING D~TAIL
N. T. S.
NOTE: TH~ ABOVE DESIGN WILL
CARRY A CONTRIBUTARY
LOAD OF: 50 S. F;
100 S. F. FOR H=30",
AND 150 S. F. tOR H=36 ,
THK'ND SLAB EDGE DETAIL
N. T. S.
DAVID NORRIS ENGINEERING
DESIGNED TO '97 STANDARD BUILDING CODE
PfR CHAPT, 1606 FOR 1 IO HPH It'I I'll)
Pg. l-E
EXPIRes 4nCR 2-01-03
It()OO STUD
P. T. PLA TE
GR'J)
5-
(MIN.)
4- , ." .
(M/N.) ..., .. . 45' (TYP.)
~ .
v
WOOD CONSTRUCTION
.0/9 AWN/NUM
(MIN. 2" LAP
FOR VFRT. JTS.)
ltOOO STUD
P. T. PLA TE
8'
LAP
GR'D
2"
T (AlIN.)
8'
.' '~. ..
I ",,~:. ,/
~
HOOD STUD
REO'D SOIL 5EPARA TION
N. T. s.
2'-0" MIN.
I ~rF"'" SL<>'':j
MIN. 2500 PSI CONCRETE KITH 6X6-10X10 WoW.M.
OR FI8FRAlFSH (['YP/CAL)
4' EX/STING SLAB
FLA T SLOPE / NO FOOnNG .
8" X 8- W/ (1) ~5 CONT.
1/rT. - :r/F'r.
:"/F'T. - 6-/F'T.
FOOTING DETAILS ADDRESSING EROSION
N. T.S.
DAVID NORRIS ENGINEDUNG
DESIGNED TO '97 STANDARD BUILDING CODE
PER CHAPT. J606 FUR J 10 HPH WIND
EXPIRES AFT[R 2-01-03
Pg. l-H