HomeMy WebLinkAbout02-1051
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N2
1051
(813) 780-0020
Date
,3 ~b -tJ ;2
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D, #
~~f&Ys t%rl:
.:s 0/9 c //tc( A-v ~
Water Meter:
T.I.F.'s:
Zoning:
Descriotion of Work
E. ne~e:
~
Radon Gas:
FINAL --Q~
DATE
C.O.
DATE
Inspector C/JO
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Permit F~ ;.s: ~ 7'1
Signatur_____}~~~. I.-A _ /
Company
Address
Telephone# '):5: O---)h r 0
Valuation or
Contract Price
l / 7tJ ' ,9-fJ
I
8'3
City License Registration #
State Certified License#
Il~ /I/VI'V'J .
.
Tp. Servo
Rough In
Meter Can
Const. Pole /
/
Pool ,I
pre-Mett
Final
/
PLUMBING
Breakers
Ducts Ins
Compr
Final
BUILDING
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
/
/
/
SLB
Tub Set
Water
Sewer
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.
( C~ 3 '5- 0.;;1 q
CITY OF ZEPHYRHILLS PERMIT APPLICATION'---- . ,.
BUILDING DBPARTMENT 5335 8th STRBBT ZBPHYRHILLS, FL 33540
Phones813-780-0020 Fax:813-780-0021
DATB RECBIVED d - cJ.~ - 0 ~
PLANS REVIEW FBE
OWNER'S NAME
w INr-6R~
~A-~'<'
{;/'(O A vG
PHONE CONTACT 7 3 ')')' i (.,
JOB SITE ADDRESS J 3()Jq
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
y; I HT6~ t'1!IJ."'-.
PARCEL ID #
WORK PROPSED: DNEW CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
~ ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o MULTI - FAMILY
0# OF UNITS
o MOBILE HOME
o OTHER
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK .5,11 t5 tJ
BUILDING SIZE 6'x lX~)( jJ
SQUARE FOOTAGE /#0 II
11'
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 REQU~STED
o BUILDING
$
///10. l)()
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL $
VALUATION OF MECHANCIAL INSTALLATION
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
&/~
r(~
o GAS
o ROOFING
o SPECIALTY
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT
o NO
BUILDBR
4d~
COMPANY O~ ~~ ;
STATE CERT OR REGIST # . 0'3 ViP ()
CITY PROCESSING #
SIGNATURE.
******************************************************************
BLBCTRICIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUllBBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHBR
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A.' NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions II which
may be more restrictive than City regula t:iClns. 'I'he undersigned assumes responsibility for
compliance with any applicable deed restl:ic:tions.
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 c:ontractor 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, 813-188--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 per.mitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 113, 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 per.mit 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 per.mit 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 LE ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN T. JOBS UNDER
$2,500 IN DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMEN ENT".
A;;
SIGNATURE: OWNER OR AGENT
STATE OF FLORIDA ~ /I A .L.
COUNTY OF I:I)..,~
The foregoing instrument was acknowledged
Before me this ~ day of ~ 61.1 , 19~
by
(name of person acknowledged)
~whO is personally known to me, or
o who has produced
(type of identification)
and Wh.a ~ke an oath.
Signature of person takihg, acknowledgement
i;;' ,j .,,) L.
. , . .;~~ 1~~t3rl~"i,,~:'~~;'S~M~~ c.
Name typ6d, prl.o~ted o~~trjyllMsf'
SIGNATURE: CONTRACTOR
STATE OF FLORIDA /J ~
COUNTY OF . r/<.
The foregoing instrument was;P~OWledged
Before me this ~day of , 19~~
by
(name of person acknowledged)
~o is personally known to me, or
o who has produced
(type of identification)
and :;a;~~:~:ake an oath
Signature of:~~on E~~~r~ D~~~~wledgment
:,,/,.;',~.'.-:.~{, Notary Public, St.:t; of
, : ': ';~ ~ .
Name typedtc-i>.-"#', ted ~,r:;~~ '~II)p~
38626 2nd Ave.
Zephyrhlll., FL 33640
<Lf?'
Job No,
Phone: (813) 782-2818
The undersisned qrees to pay
INSTAlLERS IN FUU ON COMPlETION
PERMIT
PRICE
TAX
TOTAL PRICE
DEPOSIT
BALANCE C.O.D.
*Ji~
1/70"
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'l\SjlnHCM~DPnorOSED s'rnUCTUI\ES CtvUIG nDW~SIotm AND san'11Acrs. /,LH.~, lIIU 1 tATE
fiof,~'Y^TF..n'~~^'tb nOA1>"AYS (INCLUDING NAH.ES) ADJACm-:'c TO TilE 1.J10Pl!.Il'l..... ltIUIC^'I'E
f"YtE'I\It,hNbHMtE OF H08:U.EI SUCIl AS 12' x 60', 198\, FLEETWOOU.
)E1iiH1S", "RIGUT-Or-WAY" Clnd ~'JURlSDlCT10N^L LINES", m;~'H: be shown on all sit'! plall!!.
.ENCROACIl 1NtO ANY EASEHENT WITII A STRUCTURE
tI 0 USEe ON Sf" UC liON
HUll I'. M'
PROPOSED AOVlTlotf
.cau: I't It'
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SECURE ALUM. PANS
W/ PO X 1 1/2" S.M.S,
"5" O.C. INTO 2 X 4 PLATE
51- OPE
t.lll'l'
1/1," Iff.
OPTIONAL SHEARWALLS FOR:
UTILITY ROO/vf
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL W/ /10 X 1 1/2" 5.M,S, 2
12" O,C. (AND SECURE END WALL VE:RT.
STUD TO HOST STRUCTURE W/ '10 X J"
" 12" O.C.)
NOTE: ONL Y SHEAR WALLS .t LOAD BfARING
WALLS REOUlRE HURRICANE STRAPPING
HURRICANE CLIP T. .t B. OF EA. WALL STUD
" 24" O,C. (MAX.)
USE SHEARWALL STORM BRACE-X PAT7FRN
'MTH M.H, STRAPPING W/ (1) 8d " EA. STUD.
(OR)
USE STORM BRACE 1/8" 7HERMOPLY t!t'NAILED
PER MFe,s SPEC's. W/ HURR. CLIPS PERABOiIE:
8'
MAX.
DBL. 2"x4" TOP PLio TE
(1) 2" X 4" (IF CONT.)
2"x4" ~D STUD
WALL 24" O. C,
"/8" TIll lKJOD SIDING OR
VINYL OR ALUM, SIDING OVE:R 1/2" PL Y. W/ 8d
" 6"/12" O,C. EDCES /INTERM,
d: " J" O.c. Tt!tB d: ALONG ALL HEADERS .t PLATES
. - (FOR SHEAR .t UPLIFT) REPLACES HURR. CLIPS
.J/8" 0110. CoNC. A.B. OR 1/4"~ TAPCONS
tI 24" O,C. (2" MIN, EMBED.)
SECURE' ALUM. PANS
W/ (.J) 110 S,M,S./PAN 0 ,,"
O.C, (TYP, "EA. END)
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL (AND END WALL1IERTlCAL
TO HOST STRUCTURE) W/ /10 X 2"5.M.S.
" 24" O,C.
3" STRUCTURAL ALUM.
ROOF SYSTEM (T'/P,)
"--- BEAM
ATTACHED " T.tB W/ CAPRI CLIP
OR CAS7Z.E: CLIP (SEE NOTES BELOW)
2"x2" POST (SEE CHART Pg. I-E)
MAX. 6'-0" SPACING
2"x4" P. T. lKJOD PLA TE
>..:~~ ~,r>~:' ~.~; :, ~ '.::. .
NEW OR EXISTING
4" 2500 PSI CONC. SLAB
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 I; EACH END
( (1) UNDeR HEADER) NAILED W/ 16d II 3" O. C,
SEE FTo. DETAIL
PAGE l-H
I" X 2" OPENBACK W/
1/4" DIA. CONC. A,B. tI 24" o.c. (MAX)
(1) A,B. " fA. POST (2" MIN. EMBED. - TYP.)
OR 1/4"_ X 3 1/4" TAPCON
-1 ,,~~,:'~",~',.~',r':j',,:".' '" FOR WOOD DECK
co ..~ '~.,.:,,' (SEE NOTE BELOW)
.: ~~'. :.:. . "
I ~" I NEW OR EXISTING
4" 2500 PSI CONC. SLAB
w/MONo. FOOTER (T'/P.)
1-15 CONT (TYP.)
UTILITY ROOM DETAIL
(NON-HABITABLE STRUCTURE)
SCREEN ROOM DETAIL *
ROOF A TTACHMENT NOTES
* FOR WOOD DECK: USE #'0 SCREW
X 3" LG. (THRU WOOD DECK INTO
BEAM OR HEADER) C 24- O,C. MAX.)
USE (2) #10 X J" (; EA. POST
CLIP A TTACHMENT NOTES
FASTENeR TO BE DETERMINED
BASeD ON CONSTRUCTION OF
HOST STRUCTURE
#10 5.M,S. X 1 1/2- I; 8"
O. C. IN TO WOOD
.QB
(2) #10 I; 16" O,C. INTO WALL STUDS
f)B.
(2) #10 X 2" " 24" O.C, THRU
3/4" (MIN,) FASCIA INTO TRUSS OR
RAFTER TAILS
f)B.
1/4"' TAPCONS @ 8" O.C. STAGGERED INTO CONC.
W/110 S.M.S, THRU REC, HEADER INTO PAN BOTTOM
~ 1 1/4" MIN. EMBEDMENT INTO CONC,
1 1/2" MIN. EMBEDMENT INTO WOOO
* REPLACE ALL DfTERIORA TING
WOOD; w/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
CAPRI CLIP:
USE (2) L I" X 1" X .060" W/ (2)
#10 X 3/4" TEKS INTO EA. FACE
f)B.
CASTLE CLIP:
L 1 1/2" X 2 1/B" X ,050" REC. CHANNEL
w/ (4) #10 X 3/4" TEKS INTO BEAM OR. OPEN BACK
&r (2) #10 X 3/4" TEKS 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. 1606 FOR 110 MPH WIND vnOCITY
VOID AFTER 2-1-03
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA VEN, FL. 3JBBO
(863) 299-1048
Pg. 2-E
EDGE BEAM SPAN TABLE
MAXIHUH COLUHN SPACING - M!:fh~u1fu1N
Ronr PAr SPA N (I NCL FT. al )
~DGf. BEAM SIZE. 4' Ii' ,6' ID' 12' 14' 16' I, ,
2 X 2 :Jr't044 6' - I. 5'-6' , - , 4'-0. 4'-2' 3'-11' 3'-8' 3''":' ,
Po t lOx . 7'- , 6' -3' , - ~'-2' 4' -9' 4'-!J' 4' -Ii ' 4'~ ,
2 X 3 ~J:t~'O i ' - , 7' -8' '- 'a' 6' -;J" ~' -la' ~'-6' '- , 4 ~~~; []'
PatIo x. U'- 8'-8' 7' - 51' 7' -1' 6' -7' 6'-2' - 0' ~::~~
2X3X.OSO r' -J ,. 6' -10' 0'-1' '::J' -r ~' -e' 4'-10" - r' ~?"'i_ :~',:
TIt t Cxt. 8' -8' 7'-R' 6' -10" 6' -3. S' -10' ~'-6' ~'-2' ""'J;i.iJ'
2 X 4 X S: 04;. 3'- 11'-8' IU' -::J' )I' -6 ~ 8'-3" /' -51' r24 '
X ,120 . H. . 4' - , 12'-10' 11'-6' IU'-O. SJ'-e' 8' -8' 8~1~e'
eX4X.OSO ' -1 , ~' -7' 7'-8' 7' -0' 0' -0' 6' -I:' ::1' -'}1" ::1'.~6 .
TI It Cxt. D'- (1' , -7' 8'-8' 7' -1 ']' 7' -3' 6'-10' 6'-~' 6 .:~-.l.
2 X 6 X . ass 9' - , J Ii' -7' . 14' -ID" Jr- , 12' -7' 1'- , II -I lU'-O"
X . 120 S. H. R. ID' - D' 18'-e' 16'-3' I '- 'I' 13' -51' '- '0' 12'-2" 1 J' -7'
2X7X.062 18' -10' 16'-10' 1 S' - {" 14'-4' - f" 12'-8" -
X . 120 s. H. R. 20'-8' J8'-6' 16'-11' 1 S' -8' '- , 13'-JJ' ~',.- ,
2 X 7 X .062 ~1'-2' 151' -if. 1 r -U}' '- , 1:5'-10" - ,
S. No B. V/INSCRT 23' -3' 21'-3' 1 51' -8' 1 '-4' 17' -4' 1 '- ,
. 2 X 8 X . 072 it -:r 18' -1 1 ' 1 ' -8' 16'-8' I - U
X . 224 s. H. R. ee'-s" 20' - 51' 19' -S' 18'-4' 1 7' -~.
2 X 51 X.072 ~~ -O~ 20' - 9" 1!1' -0' 18'-6' 1/ -o-
X .224 S. H. B. . ~"'-IU. 23' -0' 21' -7' 20'-5" 1 Y' -...
~ ~'O/H (TYP.)
1/4" /FT. (HIN, )
~ ~
.... T 12' AL. RDDF' PANS ....
~ ~ ~ :ll: =
~
~ ~ ~ ~
e e loj
SPAN
EDGE BEAM PLAN CENTER BEAM PLAN
CENTER BEAM SPAN TABLE
MAXIMUM COLUMN SPACING - SIMP,' SPAN
.
CON INUOUS
R 70F PAN SJ rJAN
CENTeR RfAM S/ZL :5' 6' R' 10' 12' 14' 16' IB'
.e."/it6" x, 055x. 120 -1 i: =i= 13' -8" 11' -10' 10' -8' 9' -51' , -[j , - , 7'r';'l,l"
IS'-O' , , :
'Sell,' Ma t I no Cxt. 13' -0' 11'-8' J '- , -1 ' - , 8'Jili,E/'
'2"x7' x. 062x. 120 17'-J" J 5' -7' 13'-5' 12'-0' ,- I' '- J' , - , 9~f~O~
!JJ;I1;f,"'Mo. t I no LXt. 18' -JO" 1 7' -I' 14'-R' 13'-2' ?' - , '- , n'-tf.' 9'-10'
'2,'x7'x, 062x. 120 21' -6" I 9' - 7' 1 7' -n' IS'-I' i' - I' , - , l' -II' 11" -4'
S..l F' Ho t I nf} Cxt. 23'-6" 2J'-6' 18' - 7' 16'-6' lS' - 1'- 1 , - , 13'-1' 12'-4'
w/<lns.rT
2'x8" x. 072x, ~~4 . EE'-B. ~U' -I:r 1 r -1/' 16'-0' 14'-7' 13'-6' '- , ,- I"
~'
24'-10' ee'-8" .J~' -7' -
S*l' MtJ t I nl"J xt. 1 7' -6' 16'-n' 14'-10' '- n' ":-1
2'x'J'x. 072x. e24 E~'-e. ~-1l. 1 !I' -10' 17' -51' 16'-2' 15' -0' , - , ;,~~'
S.I' Hotlnl"J Cxt. e7' -6' 2:5'-2' 21' - 9' 1 9' -6' J 7' -9' 16'-5' , - , 14'-6'
DAVID NORRIS ENGiNeERING
DCSl~D TD "91 STANDARD BUILDING CDJJC
PER C~T, 16'" F'DIf 110 HPH t/IND
1-8
Pg,
NOTC,
VALUCS HAY Be INTERPQ.ATED FOR INTERNEDIATE LENGTHS OR SPACINGS
EXPIRES AFTER 2-01-03
} 4"
,050" . 120.1
'Of-
~i -E;J1 ,050"
SX=. 98
SX=, 23 SX=. 44 SX=. 35 SX=, 55
. 12 .1 I J" I I. 2" I I, 2" ./ ,044
2' X ]' 2" x ]' T; It X 4' T; It 2' x 4' S. /1, B.
-f1':'A!i~,.;.;;>.." '-"':':~iii
~~\~ HEIGHT/SPAN
3' r6' - 8'
4' 14' - 6'
, , - ,
, , - I, ,
~ , - ,
, , - ,
9' 9' - 8'
!a' ~' - j!'
6"
7"
i
2" )( 6' S. H, lJ.
2' )( 7' S. H. lJ.
,120
SX=2, 54
SX"J,.97 .055
,f~\~ H€IGHT/SPAN
3' , - 4~
4' , - ti'
, , - 4~
, - ~
- ,
, , - ~
, - ,
, , - 4~
,,~\~ HEIGHT/SPAN
3' 4a' - j!'
4' 4' - la'
, J' - 2~
, 'R' - 4'
, 'E. ' - 4'
, 4' - B'
, 3' - 2'
10' 22' - 0'
6~
4~
- 4"
- 44'
4"
4~
- 8'
8"
]
,224
2~ )( 8' S. M. B.
]
SX=4. 44
,062
ff~\'t' HrIGHT/SPAN
3' :i3' - 2~
4' 4 , .- ,
5' 4 - ,
6' , _. ,
/' 34' - 1 ~
t1' Jt:!' - ~
9' 30' - ,
0' c9' - A'
9" 9"
2' X 9" X . 072 X .224 S. /tf, B. ] 2" X 9" X ,072 X . 310 S. /tf, B. j
SX-5, .. 7 SX-6. 77
,072 .072
~... HClGHT/SPAN
0' 65' -
4' 6' -
4 ' - " 50' - 0'
6' 41' - 8' 6' - 4~
, 43' -
8' 8' 4 . - 2'
9' 4' - 9' - 0'
- 4' 10' 35' - 1 ~
TYPICAL ALUMINUM CDLUMN & BEAM DETAILS
TABLeS FOR SCReeN ROOMS & ROOFS DNL Y
NOTCI J) 8eAN SPANS NAY Be INCReASF:D e07- WHeN ClJNTINUDUS avei?
INTERIOR caLUMN SUPPORT
Z) IILL 8EAM SPANS ASSUME: LA TO?AL PURL INS (Z' xi?') , 90. FRAMeD
ACRlJSS RlJCJr , eACH POST IN SCReeNeD Sloe WALLS
3) VALUCS HAY 8C lNTCRPOLATeD FlJR INTCRMeD/ATE LENGTHS DR SPACiNGS
IJAVID NORRIS CNGINCCRING
.DCSIGNeD TO '97 STANlJARD BUILDING coDe
PF:I? CHAPT, 1606 FDR 110 HPH VIN.D
Pg. i-A
eXPIRCS AFTER 2-01-03
ROOF PAN (ALLOY 3003 H-16) PAN MAX SPAN
I T1ICJi1ES!J Sx MAX SPAN WI fINER III.
[n '"'1
.026 ,450 1:$'- 4." 16'-0"
't' VARIES-....... I
I, 12- I
,032 ,608 15'- 6" 18'-6"
fJ - {
'f - .032-........ ,032 ..146 11'- 0" 1.1'-0"
I 12" I
NOTE: PANS MA I' OVERHANG 1/5 OF SIMPLE SPAN, (UP TO .1' MAX.) SPANS MA I' SE INCREASED 2"
FOR EACH 12- OF OVERHANG. CONSUL T AN ENGINEER FOR
GREA TER OVERHANG.
INTERLOCKING ROOF PANS
ALUHlNUH ROOF PANS - 12~ X 2, 5" X 8105-H381 PANCL
AS HANUFACTURCD GY ROYAL ALUHlNUN, INC., LECSJlURG, FLt:1I!lDft
SECURE ALUM. PANS
W/ (3) "0 S.M,S./PAN
W/ W....SHERS (TYP, . EA. END)
OPE
II/ND SPAN ,,/ SPAN r/ ,S!!~, ../
THICKNeSS VeL DC I TY I' O/H 2' I1/H :jJj,itUH
OPEN 100 "'PH 13' -S' 14' -0- '11\ift-.,,"
BUILDING ' 024~ lID "'PH 12'-S' 13' -0. 13~-4"
J 20 "'PH J l' -S' . J2' -a. Ul' -4.
PART IAL 100 "'PH 1 l' -S~ J 2' -0. 12'-4"
ENCLOSED ,024' J 10 "'PH J 0' -S' 11'-0. 11'."'"
BUILDING J20 "'PH J 0' -a' 10' -4. 10'.B'
ENCLOSED JOO "'PH 13' -4' 13' -S" J"'.O"
BUILDING ' 024" 11 0 HPH 12'-0' 12'.4" 12'-B"
120 HPH 1 l' -,,' 11.' -S' 12'.0'
J" STRUCTURAL ALUM.
ROOF SYSTEM
2" S.M. BEAM (SEE CHARTS)
(2) 7/4- OIA.x 3 1/2" ST. THRU
BOt. TS
3 1/6" X 1 7/2" X 7/8" C BASE W/ (2)
7/4" 01..... TAPeONS OR EOUIV./POST W/
(2) 1/4" DIA. Jt J 7/2" S7L, THRU BOL TS
- TOP OR SIDE MOUNT ALJ.OItE'D-
ALUM. BASE INSERT
W/ (2) 7/4" DIA. X 2 7/4" TAPCONS
(2" MIN. -EMBED, TYP.) SECURE ALUM.
COL. W/ (2) 1/4" 01,1" THRU BOLTS
ROOF A TTACHMENT NOTES
F AST'ENER TO BE OETE:RMINED
SASEO ON CONSTRUCTION 01'
HOST STRUCTURE
/10 5.M.S. X 1 1/2. (I s.
O.C. INTO WOOD
JJ1I
(2) /10 0 16. O. C. INTO WALL STUOS
JJ1I
(2) /'0 X 2" 02"" O.C. THRU
.1/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
J)B
1/4"~ TAPCONS 0 B" O,C. STAGGEREO INTO CONe.
W/110 S.M.S. THRU REC, HEADER INTO PAN BOTTOII
1iJllZ;. 1 1/4" MIN. EMBEDMENT INTO CONe.
1 7/2" "'IN. EMBEDMENT /NTO KelOD
*REPLACE ALL DETER/ORA nNG
WOOD; w/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
lJAVlD NDI?RlS ~NGIN~~RING
lJES lGNElJ TO ' 97 STANDARD BUILDiNG CODE
PER CHAPT, J606 rOR J 10 HPr-I 1111'10
Pg, }-D
SEE POST CONN.
DETAILS PAGE l-F
"~~';>:':';.( ~.:.. j '.: :' .
..., .. NEW OR EXISTING
4" 2500 PSI CONC. SLAB
(SEE PAGE I-H)
CARPORT / OPEN PA TlO
DETAIL W/ ROOF ATTACHMENT
N, T.S.
CXPIRES AFTCR 2-01-03
1/1 POST LENGTHS AN]) SPACING FOR WALLS
SUPPORTING SOLID ROOFS (12'SPAN+l'O/H) J/(
POST NOMINAL SCRE:E:NE:IJ WALLS SOLI]) VALLS
WALL
SJZE H€IGHT POST SPACING POST SPACING
7' 5'-8' 2' -]0'
e' x2'-xo.. 040' 8' 4' -a' 2'- a'
Z'x3'x, O~O' OR 7' 8'-0' 4'-0'
2' X 2" VI (J) C 8' 6'-0' 3' -a'
9' " -a' Z'-4'
I 112" X2 118' X . Cl6lY 10' 4' -a' e' -o~ .
7' 5' -7'
Z~x3'x, 070' OR 8' 4'-2'
2" X 2" VI (2) C g' 3'-3'
1 112"X2 l/B'X. (}60' 10' 2'-9'
7' 10' 6!-c'
8' g' 4' -7'
3'x3'xU. 060' . ~ 9' 8' 3' -7'
10' 7' 3' -]'
7' 9' -3'
8' 7' -0',
3' x3' xo. 093' 9' 5'-5'
10' 4'-8'
7' 12'-0'
8' g'-O'
3' x3' xa I~' g' 7'-0'
10' 6' -a'
· 2 DIMENSIONAL LOADING - COHBINED AXIAL (ROan a-
BENDING (WIND) LOADING. FOR EACH AODITIONAL rOOT
OF 'ROOF SPAN (DR OVERHANG) > 13' REOVCE POST
SPACING BY 8X OR FOR EACH FoaT OF ROOF SPAN
(OR OVERHANG) ( 13', INCREASE POST SPACING BY 8X.
2500 PSJ caNC,
2424 1856 1466 /188 825 606 464
4280 3277 2589 e097 1456 1070 819
3040 2328 1839 1490 1034 760 582
34~1 2642 2088 1691 II 74 863 661
6527 4997 3948 3198 2221 I63Z 1249
9708 7433 5873 4757 3303 2427 18S8
12836 98Z8 7765 6290 4368 3209 Z457
I 0' D I A,
GRADE:
H.Z4~
3/8' 01 A, REBAR
6' LG, THRU
POST
~, ,
." .... .
PDS T FOOTING D&T;~I L
N,tf'T. S,
NOTE: TH~ ABOVe IJ~SIGN WILL
CARRY A CONTR I BUTARY
L DAIJ OF: 50 S. Fj
100 S. F, FOR H=30',
AND 150 S. F. FOR H=36'
"
IZ' DIA.
, "
Cl) ..',
.. 115 RE8AR CaNT,
J 8~ NIN. }
THK' ND SLAB EDGE DETAIL
No T, S.
DA V I D NORR I S [NG I NEER ING
DESIGNE:D TCl ' ~7 STANDARD BUILDING CClDE
PfR CHAPT, 1606 FOR 110 HPH "/NO
Pg. l-E
EXPIRES AfT[R 2-01-03