HomeMy WebLinkAbout02-1050
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N2
1050
(813) 780-0020
Date .1- ~ -0 ~
5'"~ .5""0
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. ,
Zoning:
DescriPtion of Work
i?t,
~ ~ on /Je'>.1pfY\1c
dr.
Water Meter;
T.I.F.'s;
Ef'Frgy Code: ~
L~ <)
,
Radon Gas:
4,7 ;;{
FINAL
C.O.
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Permit F~~
-t5ignatu~ A~~___f(
Company
Address
~Iephone# (<f d- 'Q. b ( 10
Valuation or
Contract Price
2, L(M ~ ~
8~3
City License Registration #
State Certified License#
&.!- Il(v~'
Ftr. / ~':J.. ~-O P... fLf.(
Pre SLB .; tJ ..~" -09-. RL'-I
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Po
Pool
Pre-
Fi
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts lnsl.
CompressQ
Final
BUILDING
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.
I.
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CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 Sth STREET ZEPHYRHILLS, FL 33540
Phone:S13-7S0-0020 Fax:S13-7S0-0021
DATE RECEIVED ~ -c:2..?- O~
PLANS REVIEW FEE
,
OWNER'S NAME .s~ Irli
JOB SITE ADDRESS at"} k1.-.:l. )JG(;.J~O~I tJ)~,
PHONE CONTACT 7 J ).. ~fJfol (,
LEGAL DESCRIPTION: LOT(S) ~~
PARCEL ID # 03 - Jl:>-JJ-OFJ() -00000 - 07S-D
WORK PROPSED: ~NEW CONSTRUCTION o ADDITION
BLOCK
SUBDIVISION
7.6"/lY~ ~ /tJhlj
(OBTAIN FROM PROPERTY TAX NOTICE)
o ALTERATION
o REPAIR
o INSTALL
Os IGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
OMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
o OTHER
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
(!~{Jo(r S}J6r1
BUILDING SIZE I/J X/1-
SQUARE FOOTAGE ~ ?:J.
Oil
HEIGHT I
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$
'llj~o. ou
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL $
o GAS
o ROOFING
o SPECIALTY
VALUATION OF MECHANCIAL INSTALLATION j.(p I?
0 OTHER
r1~Y
0 FRAME 0 STEEL o OTHER
IS PROJECT o NO
TYPE OF CONSTRUCTION: 0 BLOCK
FINISHED FLOOR ELEVATIONS
BUILDER ~ L
SIGNATURE. .-'"
COMPANY Jlt!-6 Jf! Lu:I'H/,I/l.~
STATE CERT OR REGIST # [I~1!()3V('YO
CITY PROCESSING #
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLOKBER
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 restrictions" 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, 613-766-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" 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 Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" 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, Wetland 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 ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALU NUT NEEO TO RECORD AND POST A 'NOTIC~T"
SIG SIGNATURE: CONTRACTOR
STATE OF FLORIDA 4.L
COUNTY OF CpSC'()
The foregoing instrument was acknowledged
Before me this ;J....k-day of PElf , ~..a:iJ-
by
(name of person acknowledged)
~ho is personally known to me, or
STATE OF FLORIDAJC
COUNTY OF ,I) !,LcJ't.- ()
The foregoing instrument was a~knowledged
Before me this ~ day of f 66 ,~1.(l)').-
by
(name of person acknowledged)
~hO is personally known to me, or
o who has produced
(type of identification)
and~ ~an oath,
Signature 0 f,pe.f:~.on" ~~~~9' ~.a:6k:nowl edgemen t
" . \ \ .:.\ r,. ,.',,~; j , LiI;;JC, ...,1..,'._,
,ic,;' '<y C""'l:,_ ['(c. .',:;c: " ,
Name typed, piiIlted o~ s't~mp~~~:
o who has produced
(type of identification)
an~ ~ take an oath
Signa tui:eo_f~p~~i:rt9'acknowledgment
.-1.(:.:.:~~2~?{;, RICHA.RD DA:',,~~~_.,:~
: ;:/ tJ-~:.. \~ Notary Public, Stato at ;-,:.::-:~:~'
Name t":' . ", c," i t:;g8.m,oP tt? if
~,,:=:,~..~( l:orlm. No. 7717
':';:''''V-.:;;-'".::;;:.r-':::':''7''~:;:';-':-'-::.:> ..,.,:;,;..;;:,;~:,.--::.
38626 2nd Ave.
Zephyrhllll, FL 33640
ACE
ALUMilNUM & CONCRETE, INC.
Job No.
Phone: (81 3) 782-2818
c'
SOLD TO lId-if
ADDRESS
SHIPTO -z.--~\Q 615
DATE
PHONE
c)
C. t\-€COR<"f
~ \\ 61J .
,
PERMIT
PRICE
TAX
The ~_rsigned qrees to pay TOTAL PRla
I r 7 RS IN FUll ON COM~O DEPOSIT
BALANa C.O.D, ;:7Y/U,dd
~
o
FROM: BAY HCJvfEs ' .'. ;-'-.;;. '.;' I ",.:',.{,.. .:; .FAX.NO.: 8139775878
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Jun. 04 2002 09:40AM. Pi
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:~/""~l\'qU)JJ!S' 0' "ATf.R AUD nOA.U\lAYS (INCl.UDING NAltES) ADJACam'r TO 'I'IIE 1'1l0PEII'l'Y. UlUlC^TE
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nu .lIor EHCROACIIINtO ANY EASEtlEHT WITII ^ STRUCTURE
!lOUSE CONSTRue TlON
Hau: I'...'
PROPOSED AOOlTlotf
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IKlOD STUD
p, 1. PLA TE:
GR'.D
\l
4- " ," .
(MIN.) .. · ." . -45" (ryp,)
~ '
WOOD CONSTRUCT/ON
2-
T (MIN.)
.0/9 AWNIfo/UM
(NIN, r LAP
FOR 'vf:R7. JTS.)
IKJOD STUD
P. r. PLA TE:
8'
LAP
ItOOD STUD
REO'D SOIL 5EPARA T/ON
N. T.S.
GR' 0
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~
MIN. 2500 PSI CONCRETE: 'MTH 6XtS-10X10 WoW.M.
OR FISERMESH J'fYPICAL)
2'-0- MIN.
BEFORE SLOPE
I : I . "..: <X~:N: ;'-'8;
-
1 "''''''''. .. ......... ...
4:. .,..'.......,....
. FU T SLOPe / NO FOOnNG .
2500 PSI CONe
W/ (1) 15 CONT.
..:....:;: I 1 <,....~::.. :,:..
...... .... "......' .,.....
.),;~, 12- 8- .):;;:~.~:/.
..}..:,~ I ',2- I
. ,. J .
~ RIBBON FOOTING,
(FOR SCREEN ENCLOSURES)
8- X 8- W/ (1) ~ CONT.
7/T'T. - 3-/1"T.
J-/F'T. - 6-/1"1.
rOOTING DETAILS ADDRESSING EROSION
N. T.S.
DAVID NORRIS ENGINEERING
DESIGNED TO '97 STANDARD BUILDING CODE
PE:R CHAPT. 1606 FOR 110 HPH IIIND
EXPIRES AFTER 2-01-03
Pg. l-H
SECURE ALUM. PANS
W/110 X 1 1/2" S.M.S.
(I ," O.C. INTO 2 X 4 PLATE:
Sl-OPE
t,lIN,
1/"" /ff.
OPTIONAL SHEARWALLS FOR:
UTILI TY ROO/v!
SECURE ALUJ.//NUM PANS TO TOP PLA TE:
OF END WALL W/ /TO X 1 1/2" SM,S, 2
12" O.C. (AND SECURE END WALL VE"RT.
STUD TO HOST STRUCTURE W/ #10 X J"
(I 12" O.C.)
NOTE:: ONL Y SHEAR WALLS ct LOAD BEJR1NG
WALLS REOUIRE HURRICANE STRAPPINd'.ri
HURRICANE CLIP T. ct 8. OF EA. WALL STUD
(12"" O.C. (MAX.)
USE SHEARWALL STORM 8RACE-X PATTFRN
MTH M.H. STRAPPING W/ (1) Bd (I EA. STUD,
(OR)
USE STORM BRACE 1/8" THERMOPL Y ct NAILED
PER MFC,$ SPEC's. W/ HURR. CLIPS PER ABOYr
8'
MAX.
DBL. 2")(4" TOP PLATE
(1) 2" X 4" (IF CONT.)
2")(,r ItOOD STUD
WALL 24" 0, C,
5/8" TIll ~D SIDING OR
VlN'Il. OR ALUM. SIDING OYrR 1/2" PLY. W/8d
o 6"/12" O.C. EDeES /INTERM,
ct (I J~ O,C. TctB ct ALONG ALL HEADERS ct PLATES
(FOR SHEAR ct UPLIFT) REPLACES HURR. CLIPS
,]/8" DIA. coNC. A,B. OR 1/4"_ TAPCONS
" 24" a.c. (2" MIN. EM8ED.)
SECURE' ALUM. PANS
W/ (J) /10 S.M,S./PAN 0 5"
O.C, (TYP, "EA. END)
ROOF ATTACHMENT
SEE NOTES 8ELOW)
: ,~>' ~::;'.'"i~: ~'~ ; :. ~ ',:~. .
.: '~". -; .
NEW OR EXISTING
,," 2500 PSI CONC. SLAB
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL (AND END WALL VE:RTICAL
TO HOST STRUCTURE) W/ /TO X 2" SIJ.S
o 24" O.C. .
.]" STRUCTURAL ALUM.
ROOF SYSTCM (TYP,)
"--- 8EAM
ATTACHED II Tct8 W/ CAPRI CLIP
OR CAS'nE CLIP (SEE NOTES BELOW)
2")(2" POST (SEE CHART Pg. I-E)
MAX. 6'-0" SPACING
2",,4" P.T. KOOD PLATE:
'RLlN (OPTIONAL - I" X 2" PURLIN)
ALUMINUM OR
VlN YL KICJ<PLA TE:
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/ 1ed 0 3" O.C,
I" X 2" OPENBACK W/
1/"" 01,1" CONC. A.B. (I 2"" O,C. (MAX)
(1) A.B. II EA. POST (2" MIN. EMBED. - TYP.)
OR 1/""_ X 3 1/4" TAPCON
'I . ,~.~ ':'~"'~" .~" 'r: :Y.,:.... 1/1 FOR WOOD DECK
G:l .. :~.. '~.:,:.' . (SEE NOTE BELOW)
.,'tI ,.' .f,
I ~" I NEW OR EXISnNG
4" 2500 PSI CONC. SLA8
w/MONa FOOTER (TYP.)
1-15 CONT (TYP.)
SCREEN ROOM DETAIL *
UTILITY ROOM DETAIL
(NON-HABITABLE STRUCTURE)
ROOF A TTACHMENT NOTES
* FOR WOOD DeCK: USe #10 SCReW
x J" LG, (THRU WOOD DeCK INTO
BeAM OR HeADER) 024" O.C. MAX.)
USe (2) #10 X 3" 0 EA. POST
FASTeNeR TO Be DETeRMINED
BASeD ON CONSTRUCTION OF
HOST STRUCTURe
#10 S.M,S, X 1 1/2" 0 8"
O. C. IN TO WOqD
.QB
(2) #10 0 16" O,C. INTO WALL STUDS
~
(2) #10 X 2" 024" O,C, THRU
3/4" (MIN,) FASCIA INTO TRUSS DR
RAFTf:R TAILS
!JB
1/4"~ TAPCONS trP 8" D.C. STAGGeReD INTO CONe,
W/ #10 S.M.S, THRU ReC. HEADeR INTO PAN BOTTOM
~ 1 1/4" MIN. EMBmMENT INTO CONe.
1 1/2" MIN, EMBEDMeNT INTO WOOO
* RePLACe ALL DETeRIORA TING
WOOD; W/ FASCIA SeCURED
TO RAFTeR (TRUSS) TAILS
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L 1" X 1" X .060" W/ (2)
#10 X J/4" TEKS INTO eA. FACE
~
CASTLE CLIP:
L 1 1/2" X 2 1/8" X .050" ReC. CHANNEL
W/ (4) #10 X 3/4" TeKS INTO BEAM OR. OPEN BACK
&- (2) #10 X 3/4" TE:KS INTO eA. S.M,B. OF COL.
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE 'MTH THE '97 STANDARD BLDG.
CODE 'MTH ALL REVISIONS TO
CHAPT. 1605 FOR 110 MPH WINO VELOCITY
VOID AFT[R 2-1-03
DA VlD NORRIS ENGINEERING
112 COLEMAN RD,
WINTER HA VEN, FL. 33880
(853) 299-1048
Pg. 2-[:
l"DGF AM SIZE
~X 2 :x't~44
2:~ 3 ~ ',0:50
Pit. T.I t'J "-xT..
2 X 3_X .050
TI it I'xt.
2 X 4 X . 044
X , 11m .~. H. R.
2!<4X.O~
TIlt rxt.
2X6X.055
X . 120 s. H. R.
eX7X.062
X . 120 S. H. R.
2X7X,062
S. N. B. W/INSrRT
. 2 X 8 X . 072
X . 224 S. H. R.
2 X 9 X . 072~
X . 224 S, H. B,
EDGE BEAM SPAN TABLE
MAX I HUH COL UHN SPAC I NG - S /J4PLE- SPAN
-CaNT I NUlJlJS
4'
6'-
7' - I
, ' - I
0'-
-1
8' -8"
f3'-
4'- I
, -1 '
"- '0"
ii' - I
, -a'
{,'
5'-6'
&'-3'
7' -fl'
8'-8'
6' -10'
7'-8'
11' -8'
12'-10'
~' -7'
, -7'
16' -7'
1B'-i!'
18'-10"
i!O'-B'
RDl r PAf, SPAN (1 NCL. F"T. n. J. )
&" I' IP'
, - I ,,' - 4' -2'
'- 5'-2' 4'-9'
'- D' 6' -3' ~, -10'
7' -9' 7' -1' 6' -7'
{,'-1' :5'-7~ ::r-i!'
6'-10' 6'-3' 5'-10'
10' -.'5' Y' -6~ B' -la'
11'-6' lU'-6' 9'-9'
7'-8' 7'-0' 6 -6'
R' -R' 7' -1(1' 7' -3"
. J4' -10' 13' -' 12' -7'
16'-3" 14'- J' 13'-9'
16' -10' 1~' - fl 14' -4'
18'-6' 16'-11" 15'-8"
21' -2" 19' -4' 17' -10'
23'-3' 21'-3' 19'-8"
eO'-:5' 18'-11'
ee' -5' 20' -9'
ee' -6 ~ -<.ii'
i!4' -10' ~ -0'
14'
3'-11'
4'-5"
5'-&'
6'-2'
4' -1 U'
5'-6'
8'-3'
9'-e'
O' -~'
6'-10'
1'- I
, - '0'
, - f'
, - I
,_ I
18'-4"
1 7' -lr
19' -5'
1 <.ii' -6'
21 ' -7"
1{"
3'-8'
4' -i I
, -i I
- 0/1
-"
5'-2'
7' - 9'
8'-8'
.'5'-~
6'-5'
11 -1
le'-e'
12'-8'
1 3' - JJ '
1:5' -10'
J 7' -4'
16'-8'
'Tjj' -4'
18'-6'
20'-5'
~ i-1' O/H (TYP. ) ~ i-1' O/H (TYP. )
1/4' /FT. (MIN. ) 1/4" /FT.
~ ~
.., ,12' AL ROOF PANS ...
~ ; ~ :It ~
~
~ ~ ~ ~ ~
e L.,j e L.,j ..,;
~
SPAN SPAN ti
SPAN
Til'
3' -6'
4'-{1'
4' - TlJ'
5'-6"
4'-4'
4'-10"
7 -4'
8'-2'
.::J' -6'
6'-1'
10'-6'
I J' - 7'
I,~ '
'- ,
1 '- '
I - 0"
J 7' -~'
17' -6'
1 <.ii' -4'
EDGE BEAM PLAN CENTER BEAM PLAN
CENTER BEAM SPAN TABLE
NAXIHUH COLUHN SPACING - SlHP'h SPAN
CON NUOUS
rat PAN SPAN .
, Rl
';!,i\~ .:,BrAN slzr 5' 6' R' 10' 12' 14' 16' 18r
~ ;,:x.1055x.1'20 -ii'-f 13' -8' 11'-10' 10' -8' 9'-9 ' -0 ' - I 7' ':"1~1'/1
:,:"HQ,t Ino rxt. ,_ , 15'-0" '''1' -n' I I ' -R' 1 ]' - I , -1 I ,- I R'~Rf :
~lx,7~x, 062x. 120 17'-1' 15' -7" 13'-5' 12' -0" , - , , - , ,- I 9'-0' I
S'i/if'MtJ. tl nt'J Ext, 18' -10" 1 7' - J ' 14' .4l' 1."1' _pI , - I , - I n'~I 0' - I n"
?x 7' x, 062x. 120 21 -6' J 9' - 7" , 7' -n' 15'-1" , - " '- , 1'-11" 11'-4"
S,tF' No t I nf} rxt. 23'-6' 21'-6" 18' -7" 16'-6" 1 ' - " 1 ,- I 13'-1" 12'-4"
'fII/lIin~.l"t
2')(8'x,072x, ~;4 . ee' -8' eo' -8' 17" -TP 16'-0" 14'-7" 13' -6 I , - I 11 ',-11 '
. -S./ f' HlJ t I no xt. 24'-10" 22'-8' .J ~' - 7' '7' -I>" 16'-0" 14' -10" '- n" 13"-0'
2' x9" x. 072x. 224 25'-e' ee'-11 19'-lD' 17' -9" 16'-2' 1 S' -0" ,- ", 1 3' -3'
S.IF' HlJ t I no rxt, e7' -6' 25'-2' 21' - 9" 19' _,t;" 17' -9" 16'-.'5" , - I 14'-6"
~
VAl.UCS HAY BE INTeRPaATeD FOR INTCRNeDIATC LCNGTHS OR SPACINGS
DAVID NORRIS CNGlNeeRING
DCSIGNCD TO '97 STANDARD BUILDING CODe
peR tHAI'T, J'CM FfJ/f 110 HI'H WIND
J-B
Pg.
eXPIRes AFTeR 2-01-03
~1~J
~1~1
. I . 2., I J~ I
6~
2. )( 6' $, H, B.
SX-J, 97 .OSS
.9I>'\f> HEIGHT/SPAN
~. , - 4'
4" , - R~
1,--, , - 4~
" , - ,
, - ,
'. , - ~
Ii' , - ,
, , - 4'
2'" X ]'"
(IrS-""" HE:IGHT/SPAN
"Y 76' - R'
4' [4' - 6'
, , - ,
, , - 1 ,
.. , - ,
, , - ,
, 9' - 8'
IT , 9' - p'
i
,OSON
SX=. 35
I. 2"' ,I
]'" T i (t
7N
2. )( 7~ S.. H. B.
,120
SX=2, 54
,<JrS-\~ HEIGHT/SPAN
3' 40' - 2'
4' 34' - O.
, 31' - 2'
, '1'1' - 4~
, 'JI'o' - 4'
, 4' - 1'1'
, ,~' - 2'
10' 22' - 0'
.
...,
1
,224
NOTC- J) BCA/oI SPANS HAY 8C INCRCAseD cOX WHCN CONTINUOUS aveR
INTeRIOR COWHN SUPPORT
2) "L.L BCIlH SPANS ASSUMe L.A TeRAL PURL INS (Z' "Z') , 90' FRIIHCD
ACROSS Roar, eACH POST IN SCRCCNCD SIDC WAL.LS
3) VALUCS HAY BC INTCRPOLATED FOR INTCRHE:DIATC L.E:NGTHS OR SPIICINGS
.062
4"'
.120~ =I.".
SX=. 98 -1'
,044
2' X 4# S. H. B.
"
8N
2~ x 8' S. M. B.
1
SX=4, 44
kf~\'/I' HEIGHT/SPAN
3' 53' - ,
4' 46' .- ,
5' 4 , - ,
6' , ,
7' 34' - 1 f
R' ~?' - ,
9' ~D' - .
0' 29' - o~
9-
j
SX-6. 77
21 X 91 X .072 X . 310 S, H. B.
I.t,,\o/Il HEIGHT/SPAN
"I' 1!.5' - 6'
4' 56' - /D'
~' '0' - 10~
6' 46' - 4~
7' 43' - ,
8' 40' - ~
9' 37' - 1 ,
10' 3" - 1 ~
TYPICAL ALUMINUM CDLUMN & B~AM DETAILS
TABL~S FOR SCR~~N ROOMS & ROOFS DNLY
.072
DAVID NORRIS eNGINCeRiNG
DeSIGNED TO '97 STANI)ARD BUILDING CODE
PCR CHAPT, /606 FOR 110 MPH IIINI)
EXPIRes AFTeR 2-01-03
Pg. i-A
111 paST LENGTHS ANlJ SPACING FaR WALLS
SUPPORTING SOLID ROOFS (12' SPAN+l' a/H) lit
2424 J856 1466 1188 82~ 606 464
4280 3277 2589 2097 J456 J070 819
3040 2328 1839 1490 1034 760 582
34~1 2642 2088 1691 1174 863 661
6527 4997 3948 3198 2221 163- 1249
9708 7433 5873 4757 3303 2427 J858
J 2836 9828 7765 6290 4368 3209 2457
10' DJ A.
GRADE
POST NOMINAL SCREENED WALLS SOLI D "'ALL S
SIZE WALL
H€JGHT POST SPACING POST SPACJNG
7' 5' -8' 2' -1 A'
2' g')(o. 04Q' 8' 4'-0' 2' - 0'
2'x3'x.050' OR 7' 8'-0' 4'-0'
~X~V/(J)C 8' 6' -0' 3' -0'
9' 5'-0' 2'-4'
J 1/~X2 1/8'X, O6lY 10' 4' -a' 2'-0'
7' 5' -7'
2' x3')(. 070' OR 8' 4'-2'
2' X 2' V/ (2) C 9' 3' -3'
1 1/2'X2 118'X, 060' JO' 2' -9'
7' 10' 6'-2'
8' 9' 4' -7'
3')(3')(0. (J(,()' - 9' 8' 3' -7'
10' 7' 3' -I'
7' 9' -3' .
8' 7' -0',
3')(3')(0. 093' 9' 5'-5'
10' 4'-8'
7' 12'-0'
3~)C:r)(a 125' 8' 9'-0'
9' 7'-0'
10' 6'-0'
2500 PSI CONe.
C 'HPACT~J)
F LL
. 2 DIMENSJONAL LOADING - COMBINED AXIAL (ROan ..
BCNDING (/lIND) LOADING. FOR EACH ADDI TIONAL rOOT
Dr ROOF SPAN (OR OVERHANG) > 13' RElJUCE POST
SPACING BY 8X DR FOR EACH FOOT OF ROOF SPAN
(DR OVERHANG) < 13', INCREASE POST SPACING BY 8Y..
H-2'"
3/8' DIA. REBAR
6' LG. THRU
POST
\
\
. 1'" ..
4'. .
.
J ~ 115 REBAR CaNT,
8' HIH,
12' OlA.
POST FOOTING DLhAIL
fI. T. S,
NDTD TH~ ABDV~ J)~SIGN WILL
CARRY A CONTRIBUTARY
L DAD OF: 50 S. F;
100 S. F. FOR H=30'.
AND 150 S. F. FOR H=36'
\
\
THK'ND SLAB EDGE DETAIL
N, T, s.
DAVID NORRIS CNGINEERING
DESIGNeD TO '97 STANDARD BUiLDING CODE
PCR CHAPT, 1606 FOR 110 HPH "'IND
Pg, l-E
EXPIRES AFTCR 2-01-03
r (OPT.) 6' STEP rASCIA V/ /110 X l'
II 16' 0. C. OR
, 2' X 2' X 0. 040
, STlrrENER
NO TEl rOR OUTSIDE SPANS> 12'
USE 2')(3' (VERT,)
OR 6' STEP rASCIA
(1) /110><5/8' II, HEAD
SNS, TOP or
EACH RISER,
Roar PAN
l' X l' X 2' X 0. 060'
ANGLE CLIP 11/ (2)
'10 X '/8' II. HEAD
SHS. EACH IIAY.
/JEAN PER DESIGN
T AJJL r.
..
TYP,
SECTION DETAILS
No T, S.
2 X AWN. COL.
(1) 1/4' DIA. X 2 1/4' CONC.
OR TAPCON (I 24' a C.
NOTe,
ATCDRNERS USE (1) 1/4' DIA.
X e 1/'" CA. DIR. (I
4' OfAX.) FRON CORNeR.
~1 X 2 ALUH,
BASE PLATE
l' X l' X 1/16' X 2'
/ALUH' CLIP /1/ (2) /lI0s
X 1/2' TEK SCRews IN
EA. DIReCTION
. .
. :.: ..' ~ .:::
: . .
.',
. :.~ ~.
...
# .
, . .
,...
'4
SLOPE HIN. J/4' In.
BASE PLATE CONNECTIONS
(SCREEN RODHS) No T. S.
(2) 1/4' DIA. STL.
THRU ... TS (TYP. )
2 X ALIM MAN
3 X 3 ALUN. ca.,
NOTC, "THC IKLOII DeSIGNS IIILL CARRY A C/1NTRUUTMY
LOAD Of' 150 So r. - Netl B' X S' rTG. (100 S. r. - CXIST. 4' SLA.)
ALUN. /lASE INSERT tI/ (2) 1/4~ DIA. X 2 1/2' TAPCONS
. (2) 1/4' DIA. THIIU MIL TS
r:a
2' x 2' x 1/11' ALtM. ANGLC tI/ (2) 1/4' DIA. X 2 1/4' TAPCDN fJ!!
(.I} ~ Of' CDLIJHN tI/ (2) 1/4' DIA. THIIU NIL TS
/18
3 1/8' X 1 1/2' X 1/,' RCCEVING CHANNeL
V/ (2) 1/4' DIA. x 2 1/4~ TA~ONS . (2) J/4'. THRU MJLTS
IJB
ALL Of' THe A60VC H4Y K ca.wcCTCD TO tIODD HeADeR
I RY $URSTI'fUTING (4' '10 $,14. So (2' HlNo CH6CD) rOR TAPCONS.
:..~.., .:'~ ";':":" :::~::.,',~':.:::":' :'::~o:'~':-1":' 3 J/'~'
. ". .'. I . .' 4..... I .' ..." ~
" ' '::.. . '., :: ..~. ,~, :.. ' ' ,'..'. ( HI N, )
'. ';.4 ::~. .: ~'. .... ,; ;~ '.'.' ~:.1;'" .:.l~::':'~ ,::. :
eXISTING 4' CONe. SLAB 11/ NO CRACKS IIITHIN 30' or POST
&IB. New THK' ND B' x (I' HONO rOOTING 11/ (1) II~ CONT,
I1Il WOOD DCCK tI/ DBI.., 2 X 6 (HlNo) PERIHCTER HEAlJCR
~
see DeTAIL 8ELOW
WHeN HOST STRUCruRC rs NASoNARY
/I lOX 5/S' II. HeAD SHS
THRU Roar PANR/SER ON
12' ceNTER INTO STlrreNl
A T eACH END or Roar.
2~ X 2' POST SHOIIN
4-'10 X l' $. No S,
peR POST INTO
INTCRIDR SCReW SPLINeS
1 ~ X 2' DPCN /lACK
H PLATC
(J) 1/4'. x e 1/4~
CONC. A. B. OR TAPCON
i 24' 0, C.
KICKPLATE OR CABANA SKIN (HIN. 0,019'
ATTACHED W/ POP RIVETS OR '10 X ue'
s. H. S. . I" C. C,
CXTRUDeD HCADCR 11/ 1/4~.
X 2 1/4' TAPCl/NS'.'
D. C. STAGGERCR
~
~
II)
i
I
ilIa s, 14. $, . ~~ D. C.
NINo (3) P€R PAN
MASONARY / HEAIJER
A TTACHMENT DETAIL
N. r
POS T CONNEC T IONS
(CARPORTS ./ OPCN ~TI0)
DAVID NORRIS ENGINEERING
DESIGNeD TO ''I'' STANIJARD BUILDING CODe
PER CHAPT. 1606 FOR 110 HPH I/IND
j-r
Pg. 1-
N. T. S.
CXPIRCS ArTER
2-01-03
ROOF PAN (ALLOY 3003 H-16) PAN MAX SPAN
iT/lOOCS!. Sx J/AX SPAN 'I fINER /I/.
[I~ n
.026 ,450 1.:]'- 4" 16'-OM
't' VARIES---", ~1
I. Ir ~
,032 .608 15'- 6M 18'-6"
[f 't' - , 032 ---.... [ .032 .346 71'- OM l.1'-OM
I lr .1
NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO J' MAX.) SPANS MA Y BE INCREASED 2M
FOR"EACH Ir OF OVeRHANG. CONSUL T AN ENGINEER FOR
GREA TER OVERHANG.
IN TERL OCKING ROOF PANS
ALUHINUH RDOF PANS - 1;:' X e, 5" X 810S-H38J PANEL '.
AS MANUFACTURED GY ROYAL ALUHINUH. INC., /.;ECSmmG. FLORIIJA;
TH
OPEN
BUILDING
SECURE ALUM, PANS
W/ (3) po S.M,s'/PAN
W/ WASHERS (TYP. . EA. END)
oPE
PARTIAL
ENCLOSED
BUILDING
ENCLOSED
BUILDING
J" STRUCTURAL AWM,
ROOF SYSTEM
2" s'M, BEAM (SEE CHARTS)
(2) 1/"'- OIA.x 3 1/2" ST. THRU
BOL TS
...... ..
NEW OR COSTING
4" 2500 PSI CONe, SLAS
(SEE PAGE I-H)
-
ROOF A TTACHMENT NOTES
FASTENER TO BE DETERMINED
BASED ON CONSTRUCTION OF'
HOST STRUCTURE
"0 S.M.S. X , 1/2" II 8"
O. C. INTO KtJOD
12B
(2) 110 0 16" O.C. INTO WALL STUDS
12B
(2) /'0 X 2" II 24M a.C. THRU
3/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
mi
1/4"~ TAPCONS 0 8M O,C. STAGGERED INTOCONC.",.
W/ /10 S.M.S. THRU REC. HEADER INTO PAN80rrOM
/::1.fJE;. 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
DAVID NORRIS ENGINEERING
DESIGNE/J TO '97 STANDARD 8UiLDiNG Ct1JJE
PER CHAPT, /606 FOR /10 HPH WIND
J 1/6" X I 1/2" X 1/8" [ BASE W/ (2)
1/4" DIA. TAPCONS OR EOUIV./pOST W/
(2) 1/4" DIA, " J 1/2" S7L. THRU SOl. TS
- TOP OR SIDE MOUNT AL.LO~D-
ALUM, SASE INSERT
W/ (2) 1/4" OIA. X 2 1/4" TAPCONS
(2" MIN.-EMBED. TYP.) SECURE ALUM.
COL. W/ (2) 1/4. DIA, THRU SOL rs '
SEE POST CONN.
DETAILS PAGE I-F
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
r-...o..---- "~-r-~ ~_ -" __
Pg, 1-.D
Ih