HomeMy WebLinkAbout97-7292
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
7292
B
Permit
Date
/:J-if-r?
('~~IL. D~
---_..._--~/
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
P<opertyOwne, ~i:t 11. 'J-.<~ ?if;,.
Job Address: ~. / b ~ ?J.3;Z <.)~47~-
f/!-.2/a- .:J/- ~ Ilnt>-IJ~OOO-O /t.~~.J
Zoning: ) Energy COd~: ~ j _ Radon Gas: I
Description of Work (" ~^ / ~ ' Ai L _41f./11J?A1. J\A,,_. ~
Water Conn:
Water Meter:
T.I.F.'s:
Parcell.D. #
FINAL l:l- 30- 97
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
DATE
;3) LL
City License Registration #
State Certified License#
cf"3
P~rmit Fee fJb-~. ~
Signature ~ . . _
Company
Address
Telephone#
Valuation or
Contract Price ~~ 'I G 3, IT7J
t2J. fL a h..-n .
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
/2 -I J- q J /JiLt..-
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 00/100 Dollars ($ -1-6-:ee) shall be made for each trip for each trade:
~"""ilV
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
C.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
I IUlI\ 1\111 Iml \Im 1111\ lUll \11l\\\ll\Im IUI
97137&B8 "
Rcpt: 200202
DS: 0.00
12iOB/97
Rec:
IT:
&.00
0.00
Dpty Clerk
Perm! t No,
state of
?/.
NOTICH OF. COMMENCEMENT
County of
fJlrJOO
'rim UNIlP.RSIGNBD hereby givos notice that impL"ovement will be made to certain
real property, and in accordance with Chapter 113, Florida Statutes, the
following ",information is provided in this Notice of CommoncnJnclll::
1. Desl.'r.iption of Property: Parcel No./lf-;)b -;) /-t9/&,O -t'~-tJ/'o
. /.[?'r-/b J3"()J~ A)'fttl/j 1... P 2fP/.f)12/114-6 .~ ";>dr~/
(Leg=- escr pt on 0 Ie proper y and s"treet address ir aval.lable)
/','
2.
Gt!luHal bascrlvtlon of Improvement
CP I\) LR.LT IE... -
,.~(_f<#fEtU RD0rvr" r___~A-J\JD~'--
S/~Ep
3.
JED PITTMAN, PASCO COUNTY CLERK
12/08/97 11:59am 1 of 1
OR BK 3847 PG 1372
O\-1lh.!r Informa tion: Name ~OH,o -E.. OLAJ rr-R-Ds
J\ddresg.fI'D32. 14/{}/JAJ,OA- J...{J()f> city ';?bPI:r~~_j-l-lL-LS
. 0 LD rvE~lL-
stateR. 25>,y/
Inter"est in Pr.operty:
Name of Fee Simple Titleholder:
f ::: f other thgn owner)
City
state
J\dd) ,lSB
4.
Contractor: Name
/1c.c
/lLu/n .
. city UPII YeJl.-lLL..S.
StateHJ>JZ/D
J\ddn"!BJcP-'S-~ ;t /Ut> fJI/E,
5. Suret:y: Nallle
city
state
J\ddr~ISB
Amount of Bond: $
6. Lend(!r: Name
l\ddr<<:!BS
City
State
7. Persons within the State of Florida designated by Owner upon ,,,hom
not '~~es or ot.her documents may be served as provided by Section
713.13(1)(a)(1), Florida Statutes:
Ncunc
i~
1\ltdr'~:fJs
city
State
O. In adrlition to hImself; Owner designates
of to r'eceive a copy of the
Lieii,jr's Notice as provided in Section 713.13 (1)( b), Florida Statutes.
9. 1~J(l'll nl.lufI dltlo uf t'utluo of CUl,II110llCOIIIOlll (lho expiration date 10 1 year
fr0IR the date of recording unless a different ~e~
Signature "f owner.'lM4i.- ~ ~
Sworn to :"1.l1d subscribed before me thIs f{' day of
tJ...u...
9 7 ~ Randy Allen Daniels
19. ~ A NotaN Public. State of Florida
~ My Comm. ExDlres Jan 16.2001
I ~coo~~
Notary Public: . Bonded Thru: Official Nota Service
() I 'i) J
My ConnnJ.sBion Expires r J jkA/ll1. J h ~OO I -
38525 2nd Ave.
Zephvrhlll., Fl33540
ACE
ALUMINUM
SOLD TO ~~
AOORESS I"" .. .i;{~
SHIPTO Lv~
DATE //..-;)/~q7
PHONE h 77,- ;1/c/9
3S-
06'
,7 ~.>'{"
PERMIT
PRICE
TAX
TOTAL PRICE
DEPOSIT
The undersl8ned a8tees to pay
INSTALLERS IN FULL ON COMPLETION
Job No.
Phone: (813) 782-2616
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SJlO\.l 1\1.1.. EXlSTHIC MID rnOI'OSEIJ STRUCTURES ClVUIG nnlEUSIOHll AND SIrI'nACIS. I,L!t .'., ] IIUI CATE
/.!IV nouJ!::s OF \lATf.R AIlD ROA1>\.IAYS (IHCLUDIHG HAilES) ADJACI~'C to ..."": 1"lOrEIlTY. ltWICATE
'I"r. SI1.f, YE1\fI, ^Hb H1J'E Of HOrHI.EI suell AS 12' x 60', 198~, tLEETWOOU,
^ L i "EASEtIEHl fill, "RIGIIY-Of-WAY" fInd ."JURISDiCTIONAL LINES". m'urH: bo shown 011 all sJ tl! plans,
"U "Ui' ENCROACtl INTO ANY EASEHENT WITII A STRUCTURE
"oun cONnAucfloN
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PROPOSED AODITIOtf
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SCREEN, VINYL & GLASS ROOMS
SECTION 3
Table 3.2: Allowable PosUUpright Heights for Screen, Vinyl and Glass
Rooms, Hollow, Snap and Self-Mating Extrusions
Aluminum Alloy 6063 T-6
2" x 2" x 0.044"
2" x 3" x 0.045"
2" x 4" x 0.045"
.-
Extrusions
Load Width ~ postiUpright Spacing
Hollow Sectlons}!i..u 1_1~:'_ uL~~'~~.J 54" I 60,,-r 6_6"_J n 72;'1]~~[-_ 84:' . J_J~9~'u
~1IC!!Vabl~ ~~.Ig~t "~:'_ [~P;l!1]
2" x 2" x 0.044" 7'-10" 7'-3" 6'-10" 6'-5" 6'-1" 5'-10" 5'-7" 5'-4" 5'-2" 4'-11"
__ __. _._ h___. __ ~ _. ___~ _____.___ _..._____~__ ~-_. .__._ -____..___.. _____. .__~,._____ ,--~._.--._-
3" x 2" x 0.050" u 10'-5" 9'-8" 9'-0" 8'-6" 8'-1" 7'-9" 7'-5" 7'-1" 6'-10" 6'-7"
__ __. ____ ~_.________ _.___.___.__________..._________________.____n____ _ ._____
r: r : ~:ti~~:; .A ~ ~:~~:: 1~~~-15~'" 1~:~~'" ~:~;:: ~:~~~- - -- ~;~;~- J~~_~r: . ;'~-18~'" I.'. r~;:-. -;:~~::
2"x4"xO.OSO" 14'-1" 13'-0" 12'-2" 11'-6" 16'-11" 10'-4" 9'-11" 9'-7" --9'-2" 8'-11"
_... .. .. on _ . ""'_'.H. ___... _..... ....
U Note: Screen splines on 3" side - extrusion turned wI 3" side parallel to sole plate.
Load Width ~ PostiUprigtlfSpaCing
_18~i]~ _ ~~iil-_ 6~i~ ~ C~~~_-~T~ ?2ii-~_[J8::=I_-~~ it~I~~~i~--
Allowable Height "H" [Span]
1Yi::Mi;: Jt j~n~I}i~i, 1~~~~~:~~ 1;: ~:~"
Snap Sections
36~ J 42" L
9'-3" 8'-7"
12'-2" 11'-3"
15'-3" 14'-1"
Self-Mating Sections
Load Width ~ PostiUprighi Spacing
.36"1 4~;i _L~48:- 1"_ ~~"-r.6~~-~ r~-.~~~~_-[!~U_~_[I8~=_[~~i~~]- _~_"u
Allowable Height "H" [Span]
15;-7" 14;-8" 13;_11" -13;-4;; 12;-9;' -12;-3" 11;-9;; 11;_5;;
2" X 4;' x 0.055ii X 0.12" 1];-11i; 16i-8;;
. - . - .0.- .. ._..
2" x 6" x 0.055" x 0.12" 24'-11" 23'-2" 21'-8" 20'-5" 19'-4" 18'-5" 17'-8" 16'-11" 16'-4" 15'-10"
__. __. ____. _ _____ _____.___ ____________ ___________......n__ _____0____.________._ _ __u__
2"x 7" x 0.062" x 0.12" 27'-4" 25'-4" 23'-8" 22'-4" 21'-2" 20'-2" 19'-4" 18'-7" 17'-11" 17'-4"
2;' x 0'; x 0.072;' x 0.224'; 36'-2" 33'-6" 31'-4" 29'-6" 28'~0"-26'~8ii'25'~T" 24'-7"-23'-8" 2i-10"
2'; x 9;; x 0.070" x 0.224" 40'-2" 37;-2" 34'-9" 32'-9" 31'-1;0 29'-8" 28'-5" il'-3" 26'-3" 25'-5"/
2" x 9" x 0.070" x 0.310" 44;-8;; -41'--4" 38'-8" 36'-5" 34'-7" 32'-11" -"31':"1' 30'-4" 29'-3" 28'-3"
i Maximum chair rail spaCing is 6'-8" o.c. rhus with chair raii @ 2'_6" ihe maximum wali height I
without additional chair rail Is 9'.2".
Notes:
Glass Rooms; The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.
wind load requirements to the above upright sizes increases the strength so that additional framing is not
required.
Using screen panel width "W" (See typical glass room drawing.), select upright required from the maximum
height allowed for each extrusion.
Lawrence E. Bennett, P.E.
alii. r:NGI'EE1l - ~OPMENT ~ rANT
P.O. BOX 4388, soum DAYTONA. Fl 32121
lB..B'IlOfE (9().4) 787- 4n 4
FAX (9().4) 7117-8558
SEAL
PAGE
@ COPYI1lO1 IT .1997
NOT TO Be REr'JlOOllCm N WHOLE on N PAnT wr",oUT TlI: wrwrn:N I'B1MI9SJON Of' LAwnENCE E. 1leIETT, P.E. 75
SCREEN, VINYL & GLASS ROOMS
SECTION 3
3-1/20 SLAB ON GRADE
OR RAISED FOOnIG
LW
FOR MAX.
lJ'RIGHT
LENGTH
~ ROOF
I
SElECT EDGE BEAM TABLE 3.1
1" x 20
:I:
1
VARES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GlASS ROOM wrrn SOlD ROOF. TYPICAL FRONT VEW mAMtK;
· (H3GHT OF lFAIGf-tT IS t.1EA~ED FROM TOP OF l"x20 PlA lE TO BOTTOM OF WALL BEAM)
AL TERNA TE CON'ECTION AT
FASCIA ALLOWED
SEE SECTION 7 FOR DET ALS
LOAD WDTH
FOR ROOF PA~S
.-------
SOlD ROOF
--....--.-- I
-.--.--------...,...
J
IW
-- P/2
I \_
l' .... P/2-'"
_.---_..-......-..-~...
SIZE BEAM A~ COltJ.t.Is
PER TABLES
OJ{
EXlSnIG
STRUCnn:
P · PRO.ECTlON FROM BLDG.
LW · LOAD WDTH
VARES
L P VARES ---l
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOO 1" x 20 OPEN BACK EXTRUSION WITH 1/4.x2-1/4. CONCRETE
FASTENER MAXMJM OF 2'-0. ON CENTER AND ~ 80 OF lPRIGHT
ANCHOR 1" x 2. TO WAll WITH 2-112" '10 SH:ET METAL SCREWS WITH
WASHERS 2'-0. ON CENTER. ANa-fOR BEAM AN) COlI..M4 NTERNAll Y
OR wtH ANCHOR ClPS A~ '10 SCREWS A~ WASf-ER9.
MNM\.AlA SlAB tlfcKN:SS FOR SlAB ON GRADE IS 3-1120 CONcRETE.
SElECT mONt WAll BEAM FROM TABLE USNG LARGER .Ao VALUE OF
P/2 OR P/2 + OJ{
"pO IS cleAR DISTANCE mOM HOST srnlJCT\JRE TO FRONTWAU,bEAM.\
Lawrence E. Bennett, P.Eo
eM. ENOIe:R - DE\lS.dPMENT COHSt.l. tANT
P.O. BOX .4388. llCllml bA YTONA, FL 32121
Ta.EF'HClfE (004) 7fJ7-I,nl,
FAX (004) 7fJ7-fJ56fJ
SEAL
@ COPYRIGHT 1997 . ,. " '. " .'. . r
NOT TO Bi: ~ tf WHot.loo'W'f4l\M wmlotJt' fK: .wMtei ~'OF LAWRENCE E. BeNETT.:P.E.
. ,
. .~ .
PAGE
,: '63
:", '
!
"r"
PAOE
SECTION 2
A IT ACI-ED & FREEST ANDING COVERS AND UTILITY SHEDS
~
j
I
SEE CONECTION DETALS
----
SEE CONEC11ON DETALS
~
i
I
12'" x PAN (SEE TABlE) USE W
TO SEl.ECT PAN FOR REQtJRED SPAN
W1 VAlES
FOR FRONT BEAM USE L-W/2+0VEJI-IANG
----
PAN OR COY'OSITE ROOF PNEL
SEE seCTION 7
TOP PlATE P.T. OR WfTH VAPOR
BARER AT ALI.M<<JM ROOF
2" x 4" L~ TOP PlATE @l ROOF
2" x 2" x 0.044" ALlJMHN OR
2" x 4" LlMER *2 SP.F. (MN.)
stEA 1HNJ:
7/18" O.SB. OR 112" Pl YWOOO WfTH
STlDS 24" ON CENTER OR STRUCTmAL
GRADE TlERMAL PlY WfTH STlDS AT
18" ON CENTER
:t' x 4" PRESSUE 1H:ATED PlATE WI11-I
3/8. x 4-1I:t' CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DETALS
SJI3) IS FRAMED WAU.. ATTAa-ED TO
HOST smucn.n:
AU...... POST AN> BEAM
SJf:A1HNJ:
7118" O.SB. OR 112" Pl YWOOO WfTH
STlDS 24" ON CENTER OR STRUCTmAL
GRADE TlERMAL PlY WfTH STlDS AT
18" ON CENTER
2" x 4" PRESSUE TREATED PlATE WI11-I
3/8" x 4-1I:t' CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DETALS
UTLITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO ~ CHNN:I.. WfTH (3) *10 x 1I:t' s.Ms. WI WASISt
2. ANCHOR PANS TO ROOF BEAMS WfTH (3) flU x 112" s.MS. WI WAStER.
a ANCHOR COI...LM'I TO CONCRETE A.OOR WfTH 2-114" x 3" CONCRETE ANCHORS.
4. ANCHOR COI...LM'I TO BASE PlATE WfTH 1-114" s.s. BOLT
Lawrence E. Bennett, P.E.
avl. B<<JII&R - ~ CONSILTANT
P.D. BOX 4388, 80UTH DAYTONA, F1. at1t1
1B..EPHOtE (104) 71JT-4774
FAX (104) 71JT-1NlJ
SEAL
40
@ COPYRIOHT 1007
NOT TO IE flS'ROIlUCS) N WHOlE OR N PART wrmour lIE wmTEN PEHl!IllION OF LAWJB<<:E E 1lENETT, P.E
SOLID ROOF PANEL PRODUCTS
SECTION 7
PAN ROOF ANCHORING DETAILS
~ EXISTNG TRUSS OR RAFTER
~ ~ SEALANT
~- ~~' HEADER (SEE NOTE BELOW)
~-------- _______________-====== #8 x 9/16. S.M.S. (3) PER PAN
, ......---- ______ AND (1) AT RISER
#10 x 1-1/2. SMS. (1) PER RAFTER
OR TRUSS TAL
#10 x 3/4. SMS. AT 12. ON CENTER
ROOF PANEL
------------
________ ___ f8 x 9116. S.MS. (3) PER PAN
________ AND (1) AT RISER
EXISTNG FASaA
AL TERNA TE CO,,",CTION:
f8 x 1-1/4. SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED END
ROOF PANEL TO FASCIA DETAIL
I-EADER (SEE NOTE BELOW)
-~
FOR MASOM1Y USE 1/4. x 1-V4. TAP-CON
ANCHOR OR EQUAL AT 24. ON CENTER
FOR WOOD USE f10 x 1-1/2. S.MS.
OR WOOD SCREWS AT 12. ON CENTER
f8 x 9116. S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL
EXISTNG HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTl-ER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO TI-E HEADER WITH (3) EACH #8 x 1/2.
LONG CORROSION RESISTANT SI-EET METAL SCREWS WITH 1/2. WASHERS.
ALL SCREW I-EADS SHALL BE CAUlKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND TIE PAN.
PAN RIBS SHALL RECEIVE (1) EACH f8 x 1/2. SCREW EACH. THE PANS MAY BE
ANCHORED llflOUGH BOXED PAN WITH (3) EACH f8 x 1" OF TIE ABOVE SCREW
TYPES AM) TIE ABOVE SPECFED RIB SCREW.
Lawrence E. Bennett, P.E.
CtVI. ENGNEER - 1Jf:\Ia0f'MENT CONSU. TANT
P.O. BOX 4368, sourn DAYTONA, FL 32121
TR.EPHOIE (004) 767-4n4
FAX (llt)4) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART wrrnour TIE WRTTEN PERMISSION OF LAWRENCe E. 9EtN:TT, P.E.
PAoe
111
ATTACHED & FREESTANDING COVERS AND UTLITY SHEDS
SECTION 2
Table 2.1.1: Allowable Roof l:1eam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 8083 T-8
WIIld Zone == .. . l02 MPH.", P-Ho MPH--'-'"12o MJiU ~1--U5MPH-J-140MPW-
At~~~~~~~ == -- ~!~ ~!t~:~w~~flq gg~E~T~~~!1 5_q~Ft~--~~ r~ij.-~i.-~-32.1f1Sg.-i=t.
8' ..- --- 9'-9"-.---- P----9'-o" -- UP' ._u --7'_6"-----' --7'_111"---- ---6'~"----
6' ---]'-H"--- ... ....]'-4"---- - -.- 6'-1O"----------a'_5"u-- -d--5'~101l"----
7' - m-;'~It-- ----6'~9"----- -.-~ 13'=4"--- ---5'~n"-- --5'-4"---'-
0'--- 6'-HIt--.------ 6'-=4"-'''' _u-"5':H'r- --5'~]n--- --5'~0"--
g'-- - 6'-6"-------- 5'-11"------- - 5'_]"------ '---5'':3"--- ---4'':9''-
la' -------6'~2"------ ----5'-0"---- -- ....5'-.4"-----4'.:11"- 4'.:(3"-
H"-- . .-----5'.:10" -------.5r_5" m.n u_. - 5'~1;r--- '-.v-9rr----4r':3"-
n' . . . '-'--5'~1"----' ..--5'.:2"----- ----4'-10" 4'.:]"'--- -4'-1"-
Load Wldth---- -2"i4" Hollow flit or 2" x4"x':050"Hollow
5' .-. -. ---- --.lo'~o"---' ----9'.:1O"--.--- .-----.9'~2..---.-8'.:7"- ~r::9"--
6' .-----g'-8"----. ---8'~n"-------8'_4":--- ----"'':10''--- ~'~1"--
- f'-"-o'-11"---'-- -----e'-3"---- u------]'_g"--- ------7'~3..--- ---13'.:7"----
0' -'O'-5"-'---,'~g"--- - -.-----;'_3"-----.. 6'~10rr----.----. 6'~i"
g' ..- '7'-H" -- - ----]'-4" u___ ----a'~10".--n ---13'.:5"---- ----51-9"---
10'-1'-6" P-' - ---6'-11"-----.6'-6"------ ---6'':1;;--- --5':.ij"-
HI --u-""t'_2"u- ....... 6'_;II"-m.- .m-u6'-2"-'-'---5'~10''-- -!;r~3
12,m 6'':10''-- . 6'-4"- -----'5'-H"-- --5'':7''-- --5'':W-
load Width i" X 4" X 0.05511j 0.12011 Self Millin-Beam
5'---13'~11"--- -- i2'~101l-'-- ---1 ?'.:n" ~11=3r.- 10'=2"-
6'-----12'=gll--- ---n'.:gll--- -10':11"---10'':3"- -gr':3n-
f'---H'-g"-- ---- 1(;'=10"-.-- -'---lo'-ill-- ---9'=-6"-- -8'~7"--
8'--'-10'-2" .----.- 9'':6''-- --8'.:n~-- --8':.0"----.
9'---9'.:]"--'-- ---8'~n"- -91=5"~- -r.:rr--
_ io' -. .-- ----9'.1OIt-- ---- 9'_1"- --'-.---8'-6"--- -----r=ll"-- ~'':2''
H' ----9'_511----. - - -. 9'_0"...---- 8'.:111----- ---1'~7"-- '-6'_10;0---
.. 12' - - " -- - "---- 8':'1111-- --- 8'~311--~-- -"--"_9"-- --1':'3"-- --6'_1"-
Loia Wldth--- - ilt-i6" X O.055rr x O. i 20"-5ell iUn--Beam
..'-.8'-' --------- ----19'.:011- -18'=211--- ---1N'.:n~ 5':n"- 4'-4"--
. ---- 6'-----.---- ---11'':11''- ~6'~1n-- -15'-6"- ~4':.7"- ~3;-1;r-
.. f'---"---'- -----16'.:8"- -15'-=4"----- --14':..ii..--~3'.:6..--~2':.2"
8' .. -u-15'~r- --- - --14r-4"----- ----13'=5"--- -12'':7''-- ~1'-=4"--
9'---14'-8"--...- -i3'-6"---- ------iT:.or.---- ---n':.n"--- --101':6"- --.-
10' . -u13'_H" . . 12':'10" .... H'-H" ...- --.--n'-3"----.- -"-lo'~2"--.--
H' 13'-3" u-12'_JII n 11'_5"------ --..- 101_9''-- --- -'''--9'~8fi .--
I 12' '12'-9" - .. --- H'-911" ---10':.H"--- --lO'~J"- -9'':3''--
Exitriple: _ -- --- -... ___.._.n..___....on -----"----------
For 2" x 4" x 0.055" x 0.120" Self Mating Beam;
Beam span between uprights use load width to enler lable.
For 12' Roor Panel'" 2' overhang, load width ~ LW; LW + 12' 12 + 2' O.H. "" 8'
Enter table ot1lert at 8' and tead allowable span under required load;
Thus for 100 M.P.H. wind load 1 live load or 18 fI./ Sq. Ft. and Load Wldlh ~ 8'
Maximum Beam Span ror 2" x 4" x 0.055" x 0.120" "" I 11'-0" I
~I:AL
r;AtE
@ COPYnlQHt mOT 4
NoT TO be ~ If wt~ on If t'ART wntlOUT TlI! wmTEH mMSSION OF LAWYeICE E. bEHETT. PE. 9
Lawrence E. Bennett, P.E.
mt.. mr:JH!l!Jl - DlMt.OAIENT ocwsu. rANT
P.O. !lOX 4:m8. 80UT1t DAYTONA, n. S2121
n:t.m1ONe (004) 78f-4n4
FAX (004) 181-8~
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
r
.
(II
1-
;:.
~
I'
TOP OF GRADE
"t" IS THlCKtESS OF
REQUIRED POST
3" x 3. POST SEE TABLE
(2) 2" x 2" X "t" ANGLE OR
(1) U CHA~ x .t.
3/8. x 3- V2" BOLT
80 LB. 2500 PSI CONCRETE PRE-MX
3. x 3. BASE
1
18"
1
-ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
r--
o
L ~>
l-L-lY
POST N CONCRETE
#4 BAR 12. LONG
PCUlED CONCRETE
REFER TO TABlE 2.4
3" x 3. POST TrnN BOLTED
TO ANCHOR RISER
2-3/4. x 2-3/4. x 2-V2"
LONG x 1/8. TUBNG
WElDED CONECT1ON
FASTEN PER TABLE 2.5
3-1/2" CONe. SLAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'-0" MN.
BEFORE SlOPE ~
r 1~ cJ,
~
(1) #5 BAR CONT.
(1) #5 BAR CONT.
TYPE I
FLAT SlOPE I NO FOOTNG
0-2"/12.
TYPE I
MODERATE SLOPE FOOTNG
2./12. - f-1O.
TYPE .
STEEP SlOPE FOOTNG
) f-1O.
NOTES: t NO FOOTNG FEQUFtED EXCEPT WH:N ADORESSNG EROSION l.tflL TIE ROOM
EXCEEDS 18'-0". ROOMS GREATER nwf 18'-0. USE TYPE I FOOTNG.
2. FOOTNGS SHALL BE ...... 2,500 PSI CONCRETE wmI 8x8-1Ox1O WELDED we: t.ESH
OR F8ER aESH MAYBE USED N lEU OF t.ESH.
3. F LOCAl BUl.DNG CODES RE~S A WN.N FOOTNG USE TYPE I FOOTNG OR
FOOTNG SECT10N RE~ BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, p"E.
aVI.. EHGH:l:R - DE\IEl.Of'M9'lT CONSU. TANT
P.O. BOX 4388, SOUTH DAYTONA, Fl 32121
18..EPHOfE (004) 787-4774
FAX (004) 787-8658
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART wrrnour TlE WRrTTEN PERMSSlON OF LAWRENCE E BENETT, P.E 43
PAGE
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
~~~~V~~~~=._~_. 3~j!~:t~~i~i:i~i;2~~~~~k:t~~r~~
Height 1 load In l6s 2" x 2" x o.044"HOlIow Extrusion or ------ --~j
I 2" x 2" x 0.045" Snap Extrusion; - Aluminum Allo)l6063 T-6 '
~j;; l~~~ - - ~-\~r-~ ~-l- ~~ W7~~~[--- ~~ - ~g - -1 ~~ i
9;-10;; 1,204- --- - -- 71- - - - -6cf - - - 52 46 - I' 38
1r-1;; 903 - - -- -- ---53 -- --- --45----- 39 35- 28 - :
Height load In l6i - -"2"x3"x-O.050"HollowExtiuslon or - - - I
8"2' ... . 2, 736 -~- ~~:~ x O.04S"J1r;r 1IO~;jtlumln"-m4~~OY GT T-GilG- .. ....
9;-6".- 2;502--- --147---F-'125-- --.109-----=f-96------ 78-
1~~;~3r . H~- ~.-:-~=-:F=~r= =:-~F--:}=~~~:= ~_:-=-~~ n
- H~lg~t --- _~~~~dJ!1J~_~~~ =-3" i ~~FJj~~17~~!lfll~W ~X!f~~I~~~A!~mt.litiilii:AiIOYj.3.I:L ..
lj!l~:' . . ..UI':- ~ -:~ tU~--~ -:~ ~11-=:~~:~~~:~ :_~!~l.~J~:-:il..
H--- - _. loid l"l6.- -3")( 3" X o.o4o"-RolI fonned .-Aiinrlinum--Alio -310S.H.14u.... ..
1 !~J:' T~;F---~j-:-l...w::::l---~~4--]~-:n;L --[]a-
. ~;;jj;i ..Lo~~5!~L~ . ;~~ ;J.~ o.OGO.~!~~Oriii.d 'A1111rn]A;ij~1~5l)t
~.-. j~~:f;.,.. - . ~mF=--~~F l-i~g:::=l----- muj- - - }~r=l=-~~\~~- --
14'.81'- -- 2,100 ---- --12,r- ---105----.. -- --- 9r- --- ---81----.-- -----66-
16'-6;;---' - -1,575-- ---9~ --79-- - -- ---68--- ---61-- ----- 49
-- Helght~-- . load In [68 3"X3"Xo:06FFfaltedl{o ow ExtnjiTOn .Alumlnum-6063T-6'---~
lr.:l0"------~3,40B 200~70~8 1131 107'
13':'10"--- ----2,556 150----- ---128 -- ~n . 98-:-80 .---
15':'10"---- '---1;988- ---nr--' -99 ---- -----86- 76-- ---62-- ----
--rr':lo~~=_ _==_~1~4~1 __. -==~ 8E~= ___-=1.5 _ __:=65__ __~_____'_=_4r==-=
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W':
A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft.
For a 10'.11" post and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are:
1) 2" x 3" Snap Section
2) All post sizes listed below the 2" x 3" Snap Section
Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when It Is more than 10' tall It can only support 39 SF of roof. On the
other hand, a 3" x 3" Fluted Post with a post height of 10'. 7" can support an area of 128 square feet of
area. Thus, design must satisfy both height and area requirements.
Lawrence E. Bennett, P.E.
an. BGN!!II!R - DE1IB..Of'II!Nr 0(ItMU. TANr
P.O. BOX 4388, BOUTH DAY'l"OMA, FL 32121
TB..EPHOtE (104) 7W-4774
FAX (104) 787-8888
8EAL
PAOE
52
@ COPYRIQHT 1907
NOT TO lIE REPRODUCED IN WHOlE OR IN PART WI1HOUf 1lE WRTTEN PEnI8S1ON OF LAWAENCE E. BENETT. P.E.
SOLID ROOF PANEL PRODUCTS
SECTION 7
Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H-28 Aluminum Alloy
Wind
J3~g1Qn
102 M.P.H.
110 M.P.H.
. -- -- - ..
120 M.P.H.
125 M.P.H.
140 M.P.H.
.. - -
3" x 12" x 0.026" Panels
_ .. _ .QJ!.en BililCUijas n~ __ ___ __h'=-~-
I Applied ----.-01 ~~rtJa[l.9 ~Orn~i!Lon h _n
Load NONE 1'.0" 2'-0" 3'-0" 4'-0"
! 17 16;:'H" -17'-1;; 17'-5;; 17'.11;; 18'.9"
I 20 15'.S" 15'.9';- 16'-2" -16'-9;; -17'-7;;
I - - - __ __ - __ n. . __ __ _ __ _ _.. _..
23 14'-7" 14'-9" 15'-1" 15'-9" 16'-8"
: 26 I ~~:-~" 1_3~-t<j_" J.4'-:.3:' 1~:U;; 1_5:-~1:'
32 12'-4" 12'.6" 12'-11" 13'-9" 14'-9"
.. -
Wind
J3~gi9n
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
3" x 12" x 0.032" Panels
. .9p.en Buikii[lgs_ __ ____ j
Applied 1.__ _._O'{~rtJan.9 ~on~i!!on - . 1
L<?~d I ~9NI: 1'.:O~' 2:-0~' ..3:-0:' '1_~'_O': ;
17 I 19'-4" 19'.5" 19'-9" 20'-3" 20'-11"
?O 17~- t.o" 1.7'-1.1" ! ~;-~" 1,it-1.6" 1 ~"~"
23 16'-7" 16'-9" 17'-1" 17'-8" 18'-5"
26 15'-7" 15'-9" 16'-2" 16;-9" 17'-7;;
32 14'-1;; 14;-3" 14'-8;; 15'-4" 16'-2"
- -
Note:
.. u_ _ _.. __ ___n_ _ ':-"i;ij~ii>sjcfJJ!I.n~!~g~ _.._ _0. _ _.._ ..__:
Wind Applied. __.__O_'[e!:.lliIng.!;Jul~i!.!!>rL
Region . Load ..NONEI "'O.f-o"~ro.' ".0,,1
-j!f~l:~(-iF J~:l~~~jf.fIJ~]f~
I ~..En~i9r~d.Jt~iidi!1gs... .-.- . i
Wind Applied __._OjYerhalng ~Q[I~i!t~)I! _ . _ I
.. jjfi1f]:.... ..L~d .~~.~~~ i~}~~~j ;~~
_. _"_n_
Total roof panel width = room width plus wall width plus overhang.
Lawrence E. Bennett, P.E.
CWI. EHGH:ER - VE\IE1.OAENT CONSU. T ANT
P.O. BOX 4366, sourn DAYTONA, Fl 32121
TEl.EPH()tE (904) 767-4n4
FAX (904) 767-6558
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART WfTl-IOUT TlE WRITTEN PEJWlSSION OF LAWRENCE E. BENETT, P.E.
117
APPLICATION FOR PERMIT
CITY OF ZEPHYRlIlLLS
BUILDING bEPARTKENT
'\ - 77
IJ.--cr
OWNER'S NAttR
UDHJ.J ~f}WIJR..D~
l..t) r- J b "'?J>.o.J;l L;;W-1AJDA
.s,4frJe
PHONE
'6/7-- .:J) LJ9
OWNER. S ADDRESS
1... Q?P
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL I.D.' J'I-:Jl...;lJ-OJ/,o '-0QzzL 0/60
SUBDIVISION
(OBTAIN FROM PRQPERTY TAX NOTICE)
..z --.Addition --.Alteration _Install
WORK PROPOSED:____New Construction _Repair
____Sign ---...Move ____De.olish
PROPOSED USE: --=:S'ingle F8IIily ---...MI F _' of Units _Kill
_C~ercial _Indust. ____Swia . Pool _Other
-..Restaurant lie Health Department Approval
DESCRIPTION OF WORK:
CO^",C-R e.r6 - ...s;.I/LjJ - ...5L RIi:IE-/U ~""." /eLJO"'::
BUILDING SIZE:
Iv X 9
S-o if Square Feet, 9 ;'O.PIH~ight
(/"" BUILDING
_ELEC'fRICAL
$
.-
~ '-It.).DO Valuation of Total Construction
PERMITS REOUESTED
>
Cl
a:::
n.
0-
<1'
t-
o...
W
o
t!J
2:
.....0
I-=:'
<C=:)
!::lc:::
RESIDENT1At.:
COHHERGlAL :
ATTAL,. (2) PLOT PLANS & (2) SETS OF BUILDING PLANS lie (1) SET
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPKRTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
AMP Service Florida Power Corp.
---...MEGIIAtrlCAL
$
Valuation of Hechanical Installation
--'pLUHBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ____Block _Fr_e _Steel
Other
FIRISHBD FLOOR ELEVATIONS:
FT.
IS 'PROJECT IN FLOOD ZONE AREA?
*..*.***....*.*.....*....*.*.*.*..**.*.*..
YES NO
BUIIJJER
CONTRACTOR SECTION
~. COIIPANY /7a /JLilm.
0' ~ ~ ~ State Cert. or Regist. , CR. CO";> '-/1. f'D
'/1;. ~ City LIcense RegIstration' ~
*..*.*..*......*.**...*..*.***.*..**...*.*
Signature
EI.ECTRICIAR
COMPANY
State Cert. or Regist. ,
City License Registration ,
*.***.**.*.*..**.....*...*.***.*.....*.*.*
Sianature
PLUMBER
COMPANY
State Cert. or Regist. ,
City License Registration ,
....****..*.*..**.**.*...*.**.*..*....*...
Signature
KEClIANICAL
COMPANY
State Cert. or Regist. ,
City License Registration ,
.**.***.*****..**...**.*.**...*....****..*
Signature
OTHP.R
COMPANY
State Cert. or Regist. ,
City License Registration ,
.*****...**.....*.*...**...*.*.*.*..*.....
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands tbat this perlit lay be subject to "deed restrictions" whicb lay be lOre restrictive than City
regulations. the undersigned assUles responsibility for cOlPliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed a8 required by la1l, both the owner and contractor lay be
cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to 1Ihat licensing
requiretents lay apply for the intended work, they are advised to contact tbe City of Zephyrbills Building Deparllent, (813)
788-6611.
FurtherlOre, 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 vbich they viii be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the ~unllactor, are responsible tor th~ ~ork. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled Lo perJitling privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HOIeowoer's Protection
Guide" prepared by the Florida Deparllent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the
'owner", I certify tbat I bave obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
"owner' prior to cOIleDCelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforJation in tbis application is accurate and that all work viII be done in co.pliance with all
applicable laws regulating construction, loning, and land developleDt.
Application is hereby ladp. to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has CQIIeDced prior to issuance of a perlit and that all work 1Iill be perforled to teet standards of all laws
regulating construction, City codes, loning regulations, and land developleRt regulations in the jurisdiction. I also
certify tbat I understand that the regulations of other governJeDtal agencies lay apply to the.intended work, and that it is
If responsibility to identify wbat actions I lust take to be,in colpliance. Such agencies include but are not 1ilited to:
* DepartJent of EovirODJeOtal Regulation - Cypress Bayheads, Vet land Areas and InviroDlentally Sensitive Lands,
Water/Wastewater IreatJent.
* Southwest Florida Vater Hanagetent District - We118, Cypress Bayheads, Wetland Areas, Altering Watercourses
. ArlY Corps of Engineers- Seawalls, Docks, Navigable Waterways
. DepartJent of Health i Rehabilitative Services, Invironaental Health Unit - Wells, Wastewater Treallent, Septic Tanks
. US BnvirODJeDtal Protection Agency - Asbestos abatel!nt
I also certify that, if fIll aaterial is to be used in Flood Zone 'A' or "A,etc.', it is understood that a drainage plan
addressing a "cOlpeDsating ,0IUle" viII be subtitted which is prepared by a professional engineer registered in the State of
Florida prior to per.it. issuance.
A pertit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall Issuance of a pertit prevent the Building Official frOJ thereafter
requiring a correction of errors in planA, construction, ot ,lolations of any code. Bvery perlit issued shall becole invalid
unless the work autboriled by such per.it is cOllBnced within 8il IODtbs of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of sillOnths after the Bile the work is cOllenced. One 90 day eltension of tile, I8Y be
allowed for the petlit .ith fee cbarge of t15.00. Ihe extension, shall be requested in writing to the Building Official. An
approved inspection lUst be logged during each sll IOnth perIod, or the project viII be considered abandoned.
WARNING TO OWNER: YOUR FAILURB 10 RECORD A NOTICE OF COMKIRCBMBNT MAY RESULT 1M YOUR PAYING TWICI FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU IORIO) '10 OBIAIN FINANCING, CONSOLT WItH tOOR LBNDBR OR All ATTORREY BlFORE RECORDING YOUR NOTICI OF
ClIIIIIICIIIIBI. JOBS 1JIDIIl 1,500 II fALOl ~ IOf IIID 10 IdlllIIlD IIl1lI1/S! A 'lOfltl OF ~
SIG1lIl!lJ1ll: SIG'l.AnJR~ '
STATK OF FLORIDA &/J /' ~
coum OF /'t(;tV{AI ..
The foregoing instrument was acknowledged
before me this , 19~ by
" -
,.i{
STATE OF FLORIDA . ~~
COUNTY OF ~
The foregoing instrument was acknowledged
before me t~iB ~ ' 19~ by
l
or who has
~tur
(Name ~~~,Ypr~ ~~Zstamped)
NOTARY PUBLIC
~ Randy Allen Daniels
Notarv Public. state of Florida
My Comm. Exolres Jen 18.2001
No. CC614195
Bonded Thru: Official Notary Service
1-{6(0) 723-0121
~ure)
A-1J~ . ~)lIJL<;
(Name ypedY pnnted or stamped)
NOTARY PUBLIC
A Randy Allen Daniels
Notarv Public. state of Florida
My Comm, EXDIr.. Jen 18. 2001
"_ No. CC614195
,,~pdP.d Thru: Official Notary Service
. .....,...,_.., 1-(600) 723-0121