HomeMy WebLinkAbout00-9799
BUILDING PERMIT
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'-----~
GUILDJ~
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09799
Date
II? -$-00
,
E~['
P~-
~' Sewer Conn
Water Conn:
Zoning:
cVt~ 'f-A~~/')~~'
2~
EneUe: Radon Gas: ,.". .
~~JC-
Property Owner:
Job Address:
Parcell.D. #
Water Meter:
T,IF's:
DescriPtion of Work
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
/0- - Oc:J
DATE
DATE
Inspector
'SIC
Valuation or
Contract Price
z> f;>
~~. ~OO.~
,
.:J~
~'\.
City license Registration #
State Certified license#
(53..,.
Company
Address
C~TelePhone#
'.
~
O<,e-aL~.
------".,~
BUilDING
ELEC~'
--r
PlU~'
-----
~ECHANIC:~I
Ftr. / O....t']-l~h::V SIC
Pre SlB
lintel
FRM.
Insul. Cl
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/1 00 Dollars ($ 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.
(
C,. ((.,af 01>/00
I1CtL
[DT 52.
(1,_:0U\JL "
RJD~A'l IJr1.
SQ. FEET PRICE,
MAIN OR LIVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $
BUILDING: $ 5'2-. s c
CREDIT: $ JJI/r
ELECTRICAL: $
PLUMBING: $
MECHANICAL: $ ~
~oa '::xj (~DON $ ~- cC;;
T I F 's ,I $
fJ{tr
-G;TA-G
fb (00 .cS~
APPLICATION FOR PEmaT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED loft /tJ f)
PLANS REVIEW FEE
OWNER'S NAME ~d-~ ~ PHON(3Cj) 7Jt~gIY'7
JOB ADDRESS~ ) v . - -LU . M/t
LEGAL DESCRIPTION: LOT (S) ()D.S2 BLOCK (Y)O<'50 SUBDIVISION 6 /3 <1
PARCEL ID # (J.:J ".:J..- b ~;ll ~/:3 (j .- O~O -a::>J~TAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: DNEW CONSTRUCTION 9fADDITION DALTERATION 0 REPAIR 0 INSTALL
DSIGN 0 MOVE 0 DEMOLISH
PROPOSED USE: ~GL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK C,/A ~f
BUILDING SIZE () 01 t Vo ' '4 SQUARE FOOTAGE ;rOO.
HEIGHT
J
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.
PERMITS REQUESTED
~ILDING
o ELECTRICAL
$ rI- Yrx). 00
VALUATION OF TOTAL CONSTRUCTION
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
~ OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES JF NO
BmLDER ~-R
SIGNATUR _
COMPANY tA<{
STATE CERT OR REGIST
CITY PROCESSING #
'# r~:'Dic;h~.
to
******************************************************************
ELECTlUCIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANICAL
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 subject to ~deed restrictionsH which
may be more restrictive than City regulations. The undersigned 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 (5) 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' SIOWNER' 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, waterlWastewater 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 "A" or ~A,etc.", 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 ~Y RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I TEND TO OBTAIN FINANCING, CONSULT
WITH YOU LE DE OR AN ATTORNEY BEFORE RECORDING YOUR N CE OF MMENCEMENT. JOBS UNDER
$2,500 tv. U 0 NOT NEED TO RECORD AND POST A "NOTI~ CEMENT",
SIGNATURE: OR AGENT IGNATURE: CONTRACTOR
STATE OF FLORIDY/\/1 0
COUNTY OF // UL-
The fO~.instrument was acknowledged
~~fore i ~ day of 56Pi , ~
(n~rSO~Wledged)
o who' personall . to me, or
Dwho has produced
STATE OF FLORIDA f1t4S (' 6
COUNTY OF
The fOreg~instrument was }~owledged
:~fore ~ J1:-~ of ~ , ~ e!l)
(~e~nOWledged)
[1ho i ersonall to me, or
o who
and
ledgment
owledgement
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. (llP..SlDENTlAL usa ONLY ~
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SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
ACE
ALUMINUM & CONCRETE, INC.
!!imp ~
9- dJ l-tJU
38525 2nd Ave.
Zephyrhllls, FL 33540
Job No.
Phone: (813) 782-2818
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.
.
I
PERMIT
PRICE
.
TAX
The undersigned agrees to pay TOTAL PRla
ON COMPLETION DEPOSIT
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INTERLOCKING ROOF PANS
ROOF' PAN (ALLOY .1OOJ H 16) PAN MAX. SPAN
Sx MAX. SPAN 4'f1JIua
. ) n
.026 ."50 1.1'- "" 16'-0"
. ~
,., )
't' VARIES-......
-'- ./
I. 12" 15'- 6"
.0.12 .608 18'-6-
f{ 't' - .OJ2,"""", r .OJ2 .J46 11 '- 0" 1J'-0"
I. 12" I
,
NOTE: PANS MA Y OvrRHANG 1/5 OF SIMPLE SPAN, (UP TO J" MAX.) SPANS MA Y BE INCREASED 2"
FOR EACH 12" OF OvrRHANG. CONSUL T AN ENGINEER FOR
GREA TER OvrRHANG.
't"
"
!:?
j~
(.,'...
.1" STRUCTURAL ALUM.
ROOF SYSTCM
2" S.1l. BEAll (SEE CHARTS)
(2) 1/"" OIA.x .1 1/2- sr. THRU
BOt.. TS
.1-X.1- ca..
.1 1/8- X 1 1/2- X 1/8- C BASE W/ (2)
1/"- DlA. TAPCONS OR EOUIV./pOST w/
(2) 1/"- 01.1.. x .1 1/2" STL. THRU BOLTS
-TOP OR SIDe MOUNT ALLO..cO-
ALUIl. BASE INSERT
W/ (2) 1/4" OIA. X 2 1/"- TAPCONS
(2" IIIN. -DlBEll.. TYP.) SECURE ALUM.
ca.. W/ (2) 1A- 01.1.. THRU BOLTS
".~~~;'~t'.t ,'~; :.~::~'
: .,',;.: .
SEE POST CONN.
OETAlLS PAGE 1-F
NjW OR EXISnNG
<4 2500 PSI CONC. SLAB
(SEE PAGE 1-H)
; -
ALUMINUM ROOF PANS - 12' X 2. S' X 810S-H381 PANeL
AS MANUFACTURED GY ROYAL ALUMINUM, INC., LEESBURG, FURI.IM
WIND SPAN w/ SPAN w/ SPAN w/
THTCKNESS VELOCI TY l' O/H p' n/H ~ /1/H
OPEN 100 MPH 1 3' -8' 14' -O- J ", -4-
BUI LDI NG .024' 11 0 MPH 12' -B' J 3' -O- J 3' -,,-
120 MPH I I ' -8' II!' -O- J I!' -4-
PARTI AL 100 MPH I I' -B' II!' -O- J e' -4-
ENCLOSED .024' 11 0 MPH 10' -B' 11 ' -O- Il ' -,,-
BUI LDI NG 120 MPH 10' -0' 10' -,,- lIJ' -tp
ENCLOSED 100 MPH 1 3' -4' I3'-tp I if' -0-
BU/.LDING .024' II 0 MPH 12' -0' II!' -4- I r -tI-
120 MPH I I' -4' 11'-tp II' -0-
ROOF A TTACHMENT NOTES
FASTENER TO BE DETERMINED
BASED ON CONSTRUCnON OF
HOST STRUCTURE
110 S.M.S. X 1 1/2" 0 8"
O. C. INTO WOOD
J)fi
(2) 110 " 16" O.C. INTO WALL STUDS
J)fi
(2) f10 X 2" " 24- O.C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
J)fi
1/4'" TAPCONS 0 8" O.C. STAGGERED INTO CONe.
W/110 S.M.S. THRU REC. HEADER INTO PAN B07'TOM
~ 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA nNG
WOOD; W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
DAVID NORRIS ENGINEERING
DESIGNED TO '97 STANDARD BUILDING CD/JC
PER CHAPT. 1606 FOR 110 MPH WIND
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
N. T. S.
PQ.l-D
EXPI RES AFTER FEB, 1, '01
<<
II( POST LENGTHS AND SPACI NG FOR WALLS
SUPPORTING SOLID ROOFS (12' SPAN+1' O/H) II(
A A
(COMPRCSSI VDALLOY 6063 T6
POST NOMINAL SCREENED IIALLS SOLI D IIALLS
IIALL
SIZE HEIGHT POST SPACING POST SPACING
7' 5'-8' 2' -10'
2'x2'xO.040' 8' 4~ -';' 2'- 0'
2'x3'x, 050' OR 7' 8'-0' 4'-0'
2' X 2' V/ (J) C 8' 6'-0' 3'-0'
9' 5'-0' 2'-4'
1 1/2'X21/8'X. 060' 10' 4'-0' 2'-0'
7' 5' -7'
2'x3'x.070' OR 8' 4'-2'
2' X 2' V/ (2) C 9' 3'-3'
1 1/2'X2 1/8'X . 060' 10' 2'-9'
7' 10' 6'-2'
8' 9' 4' -7'
3'x3'xO.060' 9' 8' 3' -7'
10' 7' 3' -I'
7' 9' -3'
8' 7' 0'
3'x3'xO.093' '9' 5' -5'
. 10' 4'-8'
7' 12' -0'
8' 9'-0'
3'x3'xO.125' 9' 7' -0'
10' 6' -0'
4280 3277 2589 2097 1456 1070 819
3040 2328 1839 1490 1034 760 582
3451 2642 2088 1691 11 74 863 661
6527 4997 3948 3198 2221 1632 1249
9708 7433 5873 4757 3303 2427 1858
12836 9828 7765 6290 4368 3209 2457
1 0' DI A.
GRADE
· 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan &
BENDING (WIND) LOADING, FOR EACH ADDITIONAL FOOT
OF ROOF SPAN (OR OVERHANG) > 13' RCDUCC POST
SPACI NG BY 87, OR FOR EACH rOOT OF ROOF SPAN
(OR OVCRHANG) ( 13', 1 NCREAS[ POST SPACING BY 8Y.,
2500 PSI CONC,
H-24'
51l
-.;,
3/8' DI A. REBAR
1/6' LG, THRU
~,'POST
, ,"
"
>
,....
1 2' DI A,
.
!I '. '
8' "'IN,
}
#5 REBAR CaNT,
POST FOOTI NG DETAI L
N. T. S.
NOTD THE ABOVE DESI GN WI LL
CARRY A CONTRI BUTARY
L DAD OF: 50 S. F;
100 S, F. FOR H=30',
AND 1 50 S, F. FOR H=36'
..
'<fl,.
THK/ND SLAB EDGE DETAIL
N. T. S.
DAVID NORRIS ENGINEERING
DESI GNED TO ' 97 STANDARD DUILDI NG CODE
PER CHAPT, 1606 FOR 110 MPH III ND
I-Go
Pg.1-
E:XPIRE:S AFTE:R FED, 1, '01
-Eli ,050"
SX-, 23 SX=, 44
I 2 I 3"
2' x 2' 2'" x 3'"
J,a~~ HEIGHT/SPAN
3' , - 2'
4' I , - ,
;' - ,
, , - ,
'fT - I
~r , - 4'
, 7' - 0'
P Si - 8'
6"
120" 2' x 6'
SX-l. 97
~~#1 HEIGHT/SPAN
3- 35' - 4'
4' 30' - 8'
, , - 4'
, 5" - 0'
, , - 2'
, , - 8'
p 0' - 6'
T , ?;, - 4'
J,a~\ \'6l HE! GHT /SPAN
3' J 6' - 8'
4' 14' - 6'
5' J'f' - 0'
6' 11' - 10'
7' 11' - 0'
8' 10' - 2'
9' 9' - 8'
fO' 9' - 2'
9"
.s~\#1 HE! GHT /SPAN
3' 53' - 2'
4' 46' - 0'
5' 41 ' - 2'
6' 37' - 6'
7' 34' - 10'
8' 32' - 1;'
9' 30' - 8'
0' 29' - 0'
.050" .
~
.050" .
,..,
SX=. 35 SX=. 55
2" 2"
3' Tit t 4' Tit t
- 6'
, - 4'
- 1- , ,
- 1 ,
,
,
7"
2' x 7' S, />1. B,
1
.120
SX=2. 54
~q~\o/Il HE! GHT /SPAN
3' 40' - 2'
4' 34' - 10'
5' 31 ' - 2'
6' 28' - 4'
7' 26' - 4'
8' 24' - 8'
9' 23' - 2'
0' 22' - 0'
.062
9"
j
.224
2' X 9' X . 072 X , 224 S. M. B.
2' X 9' X , 072 X , 31 0
SX=5, 47
~~\#1 HEIGHT/SPAN
3' 59' - 0'
4' 51 ' - 0'
5' 45' - 8'
6' 41 ' - 8'
7' 38' - 1;'
8' 36' - 2'
9' 34' - 0'
10' 32' - 4'
SX=6, 77
.072
TYP! CAL ALUM! NUM CDLUMN & BEAM DETA! LS
,TABLES FOR SCREEN ROOMS & ROOFS ONLY
"Ell) BEAM SPANS HAY BE INCRCASED 20X WHEN CONTINUOUS OVER
INTERIOR COLUMN SUPPORT
2) ALL BEAM SPANS ASSUME LATERAL PURLlNS (2'x2') . 90' FRAMED
ACROSS ROOF . EACH POST IN SCREENED SI DE WALLS
3) VALUES HIt Y BE I NTERPOLA TED FOR I NTERMEDI A TE LENGTHS OR SPACINGS
4"
2' x 4' S. M. B.
Li~ .;. HEI GHT /SPAN
3' 5' - ,
4' , - ,
5" 9' -
, , -
, , -
, , - I'
9' , - I'
~, 1 , - ~r
8"
2' x 8' S, />1, B.
1
SX=4, 44
.072
DA VI D NORRI SENGI NEERI NG
DESI GNED TO ' 97 STANDARD BUILDING CODE
PER CHAPT. 1606 FOR 110 HPH III ND
EXPI RES AFTER FEB, 1, , 01
Pg. i-A
4- "?<~,'~.;';.t;~;:J '.: ~',
(MIN.) .. - ," 4~' (TyPo)
~
\7
.019 ALUMINUM
(MIN. 2- LAP
FOR VERT. JTS.)
GR'D
I ,..~:. .I
~
ItOOD STUO
WOOD STUD
P. T. PLA TE
GR'D
P. T. PLA TE:
2-
T (MIN.)
WOOD CONSTRUCTION
REQ'D SOIL SEPARA T/ON
N. T.S.
. 0- '.. MIN. 2500 PSI CONCRETE: WITH 6X6-10X'0 W.W.M.
2 - MIn. OR F/BERMESH (TYPICAL)
BEFORE SLOPE
I' I. ':' ~XJS~"': ':'-'B ,
~l""X' ."" .,~.' '.....
4: '" ..".,..'..."...'
FLAT SLOPE / NO FOOTING
8- X 8- W/ (1) #5 CONT.
, -/FT. - 3-/FT.
2500 PSI CONC,
W/ (1) 15 CONT.
..:.. ",;: I J ::;>.:~.::~.:..:~:
:.1':~ 12" Bl..~,;,i'{~
..}.'i. ~ I 12- I
I . 4 , . ... '
j-!:.j RIBBON FOO TlNG.
(FOR SCREEN ENCLOSURES)
3-/FT. - 6-/FT.
FOOTING DETAILS ADDRESSING EROSION
N. T.S.
DAVID NORRIS ENGINEERING
DESIGNED TO '97 STANDARD BUILDING CODe
PER CHAPT. 1606 FOR 110 "'PH WIND
/-11
Pg,l-H
SHrrr
No.
EX PI RES AFTER FEB. 1, '01
3-1r~OV
[)'1>
'1/
MASTER PLANS 110 MPH WIND REGIONS
ALUMINUM PA TlOS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
1
EDGE BEAM SPAN TABLE
MAXIMUM COLUMN SPACING ---MI1~uf{;r
RDl 'F PAN SPAN (I NCL. FT. a H.)
EDGE BEAM SIZE 4' 6' 8' 10' t 2' 14' 16' 1~
2 X 2 X . 044 6'-'" 5'-6' 5'-0' 4'-6' 4'-r 3' -11' 3'-8' 3'-6'
Po tl 0 Cxt. 7'-2' 6' -3' 5'-8' 5'-2' 4'- , 4' -5' 4'-2' 4'-0'
2 X 3 X . 050 8' -1 A' 7'-8' 6' -10' 6' -;;1' 5' -),0' '- 5' 5'-2' 4' -10'
Po tl D Ext. 1 0' -0' 8'-8' 7' -9' 7' -1 ' 6'- , I '- , 5' -10' 5'-6'
2 X 3/: .050 7' -10' 6' -10' 6' -I' :}' -I" 5'-2' , -'0' 'I' -7' '1'-'1'
TI (t xt. 8'-8' 7'-8' 6' -10' 6'-3' 5' -10' 5'-6' 5'-2' 4' -10'
2 X 4 X . 044 13' -,,' 11 ' -8' 10' -::5' ':J -6' tJ' -10' 8'-3' 7' -':J' 7'-'1'
X .120 S. H. B, 1 4' -8' 12'-10' 11 ' -6' 1 0' -6' ~' -~' ~'-2' 8'-8' 8'-2'
2 X 4 X , 0::50 9' 10' 8' -7' 7'-8' 7'-0' 6' -6' 6 -/:' ::5' -':J' ~' -0'
TI ( t Cxt. 10'-10' 9' -7' 8'-8' 7' -10' 7'-3' 6' -10' 6'-5' 6' -1 '
2 X 6 X . 055 1 9' -0' 16' -7' /4'-10' 13' -7' 12' -7' 11 ' -9' U ' -:1. ' 10'-6'
X . 1 20 S. H. B, 20' -1 A' 1 8' -2' 16' -3' 14' -11' 1 3' - 9' 12' -1 0' 1 2' -2' 11 ' -7'
2X 7 X . 062 18' -1 0' 16' -J o~ 1 5' -5' 14' -4" 13' -::5" 1 2' -B' 1 i!' -0'
X .120 S. M. B. PD' -8' 1 B' -6' 16' -11' 1 5' -8' 1 4' -B' 13' -11' 1 3' -2'
2X 7 X . 062 el ' -e" 1 ~' -'I" 17' -10' 16' -9' 1:i'-10' I 5' -0'
S. M. B. W/INSERT 23'-3' 21 ' -3' I 9' -8' I 8' -4' I 7' -4' 16' -6'
2 ,X 8 X . 07Z i!U -;:" 18' -11 ' 1 7' -8" 16' -8' 1 ::5' -10'
X.224 S, M. B. ee' -::5" 20' -9' 1 9' -5' 18' -4' 1 7' -5"
2X 9 X , 072 /:/:'-6' eo' -~' 1 ~' -6' 1 8' -6' 1 /' -6'
X.224 S. M. BO' e4' -10" 23'-0' 21 ' -7' eo' -5' 1 5" -'I'
.
-l j-L' O/H (TYP. ) -l j-L' O/H (TYP. )
1/4' /FT. (HI N, )
!;E !;E
t:l ::a: 1 c' AL. ROOF PANS t:l ::a:
~ ~ ~ ~
too) Q:j VI
~ ~ ~ ~
is L..i is
t.,j SPAN t.,j
EDGE BEAM PLAN CENTER BEAM PLAN
MAXIMUM COLUMN SPACING - SI MPLE SPAN
CONTINUOUS
Rl 10F PAN SPAN
CCNTER BEAM SIZE 5' 6' t:/, 10' Ie' 14' 16' 18'
e"x~"x, 055x. I_eo jr-r I 3' -8' 11'-10' 1 0' -8' ~' -5/" 5/'-0' '- , 7' -II'
S~( F Mo tl no Ext, ' - , 1 5' -0' 1 3' -0' 11 ' -8' 10'- , 9' -10' '- , 8'-8'
e' xl' x. o 62x. 120 1/'-1' I 5' -7' 1 3' -5' 1 2' -0' 11' - , 10'-2' '- , 9'-0'
nS~( F Ho tl nD Cxt. 18' -10' 1 7' -1 ' 14' -8' 1 3' -2' 12' - , 11 ' -2' 0'-6' 9' -1 A'
2'x7'x. o 62x. 120 /:1 -6' 1 9' -7' t 7' -0' 15' -I' I 3' - 9' 12' -r 1 ' -11 ' 11 ' -4'
S~( F Ho tl ng Ext. e3'-6' 21' -6' 1 8' -7' 16' -6' 1 $' -2' 14' - , 13' -I' 12' -4'
w/Ins~rt
2' x8' x, o 72x. 224 ~e' -8" /:U -t!- 1/ -11 - 1 6' -0' 14' -7' 1 3' -6' '- , 11 ' -II'
S~( F Me tl no Cxt. e4' -10' ee' -8" 15/' -7' t 7' -~, 16' -0' 14'-10' '- 0' 1 3' -0'
2' x9' x, o 72x. 224 i!::5'-i!' i!i!' -11 ' 1 5/' -J 0' 1 7' -9' 1 6' -2' 1 5' -0' '- , 13' -3'
S.( F He tl no Cxt. 27' -6' e5'-2' 21 ' -9' , 9' -~, 17' -Cil' 16' -5' '- " 14' -6'
CENTER BEAM SPAN TABLE
DAVID NORRIS ENGINEERING
DESI GNED TO ' 97 STANDARD BUILDING CODE
PER CHAPT. 1606 FOR 110 HPH ill ND
/-8
Pg, 1 - E
!!SlI!!.
VALUES HA Y BE 1 NTERPOLA TED FOR 1 NTERHEDI A TE LENGTHS DR SPACINGS
EXPI RES AFTER FEA 1, , 01
(OPT.) 6' STeP FASCiA /1/ 1110 Xl'
I 16' O. C. OR
2' X 2' X O. 040
STIFFENER
NOTEI FOR OUTSIDE SPANS >
USE 2"x3" (VERT.)
. OR 6" STeP FASCIA
(J) III0x5/8" II. HEAD
SMS. TOP OF
EACH RI SER.
ROOF PAN
1" )( 1" X 2" X 0, 060"
ANGLE CLIP 11/ (2)
1110 X 5/8" II. HEAD
SHS, EACH VA y,
FOR IIOOD CONNECTION
II lOX 1-1/2" II. HEAD
SMS. THRU ROOF PAN
& BOX HEADER 5" ON
CENTER INTO HOST
STRUCTURE,
BEAM PER DESIGN
TABLE,
TYP.
SECTION DETAILS
No T. S.
NOTel
AT CORNERS USE (1) 1/4' DiA.
X 2 1/4" EA. DIR. .
4" Or/AX.) FROH CDRNER,
~1 X 2 AWN.
BASE PLATE
2 X ALUM. COL.
(1) 1/4' DIA. X 2 1/4" CONC, A, B.
DR TAPCON I 24" 0, C.
l' Xl' X 1/16' X 2"
/ALUN. CLIP 11/ (2) 1110.
X 1/2' TEK SCREIIS IN
EA. DIRECTION
4 ~
. ' ,'4'
..... " ..;. .;
. ....
: ~' :o4~ 4
: .. .
~..
#' ,
~ '
.....
'.
SLOPE MIN. 1/4'/FT.
BASE PLA TE CONNECTIONS
(SCREEN ROOMS) No T. S.
(2) 1/4' DI A. STL,
THRU BDL TS <TYP, )
2 X ALUM BEAH
3 X 3 ALUM COL.
NOTEI rHE BELO/l D€SI GNS /II LL CARRY A CONTRI BUrARY
LOAD OF 1$0 S, F, - NE/I S' X B' FrG. (100 S, F, - EXIST. 4' SLAB)
ALUM. BASE I NSERr /1/ (2) 1/4' DI A. X 2 1/2' rAPCONS
& (2) 1/4' DIA, rHRU BOLrS
DB
2' X 2' X l/B" ALUM. ANGLE 11/ (2) 1 /4' DI A. X 2 1/4' rAPCON
EA, SI D€ OF COLUHN 11/ (2) 1/4' DI A. THRU BOL rs
IlB
3 1 /8' XII /2' X 1 /8' RECEVI NG CHANNEL
11/ (2) 1/4' DI A, X 2 1/4' rAPCONS & (2) 1/4'" rHRU BOL rs
DB
ALL OF rHE'ABOVE HAY BE CONN€CrED TO /lOOD HEADER
BY SUBSrI rurI NG (4) 'lOS, H. S. (2' HlN, EMBED) FOR TAPCONS,
,'-... ". '..~: "~:~'1,- '~.: ..:...."-[1..-
.';' :, ..... ", "" ". .....4:.. ~, 4:'- . " ." 3 1 /2"
:.~ ,;,4''':;'~: ~:. '~..',., I~.,~ ,~~.. /~, .:",;::~ ~ ~:.<~~~ " <'11 No )
EXISTING 4" CONe, SLAB 11/ NO CRACKS III THIN 30" OF POST
QB NEil THK' ND 8' X 8" MONO FOOTING 11/ (1) 115 CONT,
QB /lOOD DECK /1/ DBL. 2 X 6 (MiN.) PERIMETER HEADER
J:iI..LJ.4
SEE DETAIL BELOII
VHEN HOST STRUCTURE IS'HIfSONARY
II lOX 5/8" V. HEAD SHS
THRU ROOF PAN RISER ON
12" CENTER I NTD STI FFEM
A T EACH END OF ROOr.
2' X 2" POST SJ.DJIN
4-'10 X 1" S. H. .t
PER POST INTO
I NTE:RI OR SCReW SPLI N€S
l' X 2' OP€N lACK
BOTTON PLA TE:
.
. ~
(1) 1/4'_ X 2 1/4"
CONC. A. B. DR TAPCON
I 24" a C.
KI CKPLA TE OR CABANA SKIN (HI No O. 01 9"
ATTACHED 11/ POP RI VETS DR 'lOX 1/2'
S.H$. 116"C.C.
EXTRUDeD fEAD€R 11/1/4'.
X 2 1/4" TAPCONS. S'
a c, SrAGGERED
~
~
I/)
io-.
~
)..
I
~
PANS
~
MASONARY / HEADER
ATTACHMENT DETAIL
N. T.
POST CONNECT! ONS
(CARPORTS / OPeN PI. TIO)
DA VI D NDRRI SENGI NEERI NG
DESIGNED TO "97 STANDARD BUILDiNG CODE
PER CHAPT. 1606 FOR 11 0 HPH III ND
1-'&
Pg.l
N, T. S,
EX PI R€S AFTER F€B. J, ' 01