HomeMy WebLinkAbout98-7753
BUILDING PE,RMIT
7753 13
/
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
Date
~--/3- 7~
~-.ov
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
",operty Own.' fool 7? \f;s.i~ /L
Job Address: <..3 '? 7 ~.2. Yl ~ ~
Parcel I. D. # :3- 'db-;)./ - tJ..$'1 0- 0 0 ZJ 0 -- O..)...cP 0
Zoning: Energy Code: ~ Radon Gas: 6 ' I d-
Descriotion of Work ~.A ~::I"L-___ - - - c.~ 1'4-
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
gob
~3
Permit Fee
Signature
Company
Address
Telephone#
~~
b ..~ ~ ---
Valuation or
Contract Price
) 8' 75,(/()
/
City License Registration #
State Certified License#
a~fL {l~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
~:~ SLBS;~L qi-:fJ;LL
Lintel
FRM.
Insul. CL
WL
Driveway ~-'l.:2--'i?:$ILL
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($1-5':'6e') shall be made for each trip for each trade:
.:L-!J __ OV
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
^,~LIcA110N rOR PKRHtT
dITY Oil ZEl'lIYltIllLLS
BUlLblNU'bKPARTHBNT
(] J.tV oj 'iJ
Vy J-/' ?O
~ . , ; :,
OWNER · S NAtIK
H~p<- /p1#S71(/1E f1/ f}JftJ~S
I
OWNElt. f& ADnUSS ..? s,;U; 7 Jlw y .)''1 ,JJ, z6Pd r Fe JI / L-L-J
JOB ADDItItSS"<Or-df 877 ~:l /lJpwtPt'Jl<r /)1( ,
PIIONE
'7 p,;; - .;; d ;7 b
r-'! -JJstll
LEGAL DESCRIPTION! I.OT(S)
BLOCK
SUBDIVISION
PARCEt. t. n.' ~ -.). 10 - /;( )- t' J /0 - tJ 1/ cJ{JCJ- tJ::J. J-o (OBTAIN FROM PROPERTY TAX NOTICE)
woRk PROPOSED I ~ew ton~truetlun ~ddltlun ~lteration ~epair ____Install
_S1gn
---"ove
-----Pe.olish
PROPOSED USE! ---=::Singie FuilY
----11/1' _, of Units ---1i/1l
_t..-ercbl
____lndust. _Swl.. Pool ___Other
~estaurant & Ilealth Deparblent Approval
DESCRIPTION OF WORK:
CoAJCl?_6-rc: - SII.ELJ - C/JI<;oO~1
X /0 . blJ.... Square Feet. PiP 9 'Ueight
ttA/tf)ii~ -'</JoP
BUILDING SIZE: / IJ
RESIDENTtAL: AttAt:u (2) PLOT l'LANS Ii (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
coHHlRclAL! AttACH (3) SETS OF BUILDING l'LANS Ii (1) SET ENERGY FORMS.
PioPtuttt StJRVKY ltEQUtRBD l'OR' ALL NEW CONSTRUCTION.
." ..
.' ~
PERKITS.REOUESIED
~UILDING
~LECTRlcAL
--"ECIIAlIICAL
-'LtJHBING
.$
I<P~{)O
valuation uf Total Construction
NtP Service
IIlorlda Power Corp.
W.R.E.C.
,$
valuation of Mechanical Installation
GAs
ROOFING
SPECIALTY
TYPE OF COtfSTRUCTION: ,,~loclt _Frue ",,"--Steel
Other
FUUShED FtooR ~LBVAll0NS: ,q. f1'.
1S 'PIOJECT IN FLOOD ZONE AREA?
YES NO
..".................,....................
BUILDER
CONTltACTOtt. SECTION
d~.. rd' . "totWAHY.,.. /Ja./}LJA.M.
. ._" gute tert, or ReRiot.' C,e cO ~ VI.J'D
~ _ tHy License Registration I J>'.f
...................,......................
Signature
EI.BCTRlClAM
COtt.PANY
state Cect. or Regist. ,
tity License Registration ,
..................................,.......
SiRlUltuce
COMPANY
State Cect. oc legist. I
elty License Registration f
..........................................
PLtlHBER
Signature
COtIPANY
State Cert. or Regist. ,
city License Registratiun I
..........................................
.
HEGlIANICAL
signature
Signature
COtIPANY
StAte Cert. or Regist. ,
City License Registration ,
..........................................
OtHER
APPLICATION APPROVED BY
PERMIT OFFICER.
CON01Tl0N8'oV'I'~hHIT, AFFIDAVIT
A. NOT1CE OF DEED RESTRIC;T10tfS . 'H"l.tiH'~f ". ">
'he underllgned anderltandB tbat tbl. petllt .ar be lubJet~"lo ,'deed 'restrIctions- whicb lay be lOre restrictive than City
regulations. lhe under.lgfted a..ute. re.~'lhillt1 tor COIPIJddte iltb any applicable deed restrictions.
B. UNLICENSED CONTRACTOnS AND CON1hACTOR nESPONSIBILITIES
If the owner h~. hlr@d a contractor or eontractorB to undertale wor., the, .a, be regulred to be licensed In accordance with
Itate and loedl tf!gulaUrm.. If the tOJltrlttor 11 not lIctnlltc1 al requIred by la", botb the owner and contractor lay be
cited tor a iI8d~a~t flotallon und@r Itatf la~. If lhe ownet or Intended contractor are uncertain as to what licensing
requlretent. 18; appl, tor the Intended work, the, are ad.lled l~ contact the City of Zephyrbills Building Departlent, (813)
188-6611. '
FurtheriDte, It the owner has hired a contractor or contractor., be Is advlled to ha,e the contractor(s) sign portions of the
-Contractor Bectlons' of thl. application for which the, "Ill ~ tesponllble. If you, as the owner sign as the contractor,
you are lndlcattnu that you, rather than th@ contractor, art r~8pon8lble tor the worl. If the contractor wishes you to sign
a8 contractor that II' be In Indication that be 18 not properl, IJcensed and is not entitled to perlitting privileges in the
City of &epb,rhllll.
c. TRANSPORTATION IMPACT FEES AND UT1LIT~ CONNECTION FEES
D. CONSTRUCTION LIEN ~AW (CHA~TE" 113t FLORIDA STATUTES, AS AMENDED)
1 certlf, that I, the applicant, bave been prOflded "ilh a topy of -'lorida's Construction Lien Law - HOIeOWner's Protection
Guide- prepared b, th@ rlotida Departlent of Agriculture and Con.Uler Affalrl. If the applicant is sOleone other than the
.owner", I certlf, that t havt obtained a cop, of the abo,e described docUlent and prolise in good faith to deliver it to the
"owner- prior to coIienCelBnt.
IIppllcation 18 hereb, lade to "btaln a perlIt to do vorl and installation al indicated. I certify that no work or
Installation hal toIIenttd prJbr to iSluance ot a per.lt arid lhat III vorl will be perforaed to aeet standards of all laws
regulating con8tructlon; ell, code8, lontng regulatlon8, and land devetoplent regulation8 in the jurisdiction. I also
certlf, that t understand that the regUlations ot otber go'trhlentlt agencle8 lay apply lo the "Intended work, and that it is
If responsIbilIty to Identlt, what action. 1 lUst tale to be.tn COMPliance. Such agencies include but are not li.ited La:
. Bep.clIent of 1D,lconIedtal Regulation - Cypre,. Aarhead.: Vetl.rid Areas and BnvlroDlentally Sensitive Lands,
Water/Wastewater Ir@allent
. Southwest FlorIda Natet Manlgetent District - Wells, Cvpte.. btyheads, Wetland Areas, Altering Watercourses
. Arlf Corpl of Inglneecl - Sealalls, Doell, Ka,lgable Waterways ,
. Departlent of Health I lebabll1tati,e Ser,lces, rn,Jton.ent.l Health Unit - Wells, Wastewater Treataent, Septic Tanks
. US IndronteDtal Protection Agency - Asbestos abatuent . ,
I a180 certlf, that, If fill .aterlal 18 to be used In 'Iood lob! -A' or -A,etc.-, it is understood that a drainage plan
addressing 8 'COIp@DBatlng fol818- 1111 be sublitted Ihlebl. prepared by a professional engineer registered in the State of
Florida prior lo perllt. lSIUaBCe.
. A perllt Issued shall b@ conltrued to be a licensB to proceed lith the work and not as authority to violate, cancel alter, or
Bet aside any provlltons af the tecbnlcal,codes, nor Ihall iS8uance of a perlit prevent the Building Official frDl thereafter
requiring a corr@ction at errorl In plant, construction, at',lolatlons of any code. Rver, perJit issuea shall becole invalid
unles8 the IOrl authorl.ea br luch per.it II tOllBnced Ilthin .il IOnthl of issuance, or if worl authorized by the perlit is
suspended or abandoned for a period of sll IORlhs after the ltl@ th@ work Is cUllenced. One 90 aaf extension of ti.e, lay be
allowed for the perJlt wtth fee charge of tI5.00. ,'he 81ten8Ioft,~hall ~e requested in writing to the Building Official. An
appro,ed inlpectlon IUlt bft logged during each Ii. ~nth petlba,'or the project will be considered abandoned.
WIIRHIKG fO OIKIR: YOOA 'AILURI to RRCORD A KUfICK OF ClIfItUCIMIIfT HAY RRsur,T IN YOUR PAYING TWIel FOR IHPROVRHIiIfTS TO YOUR
PROPIlRfY. I' tOU IITIlJD to UlltAlll P1IIAlfCIIIG, COIISULt. IIltd 'toWI LBiDltR OR AM ATTORIIY BKFORK RKCORDING YOUR HOTlCK OF
CllIIIICIIIII1'. ~z lOt 1m zo .,.illlfMll POST A 'WICK OF ~
SIGIB_, lRlfii OR _ , SIGII8T1Jl111: ~
Randy Allen Daniels
Notarv Public. state of Florida
My Comm, Exolres Jan 16.2001
N,?, CC614195
SfAtR OF FWRIDA
coom OF
· 'l Th~ foregoing i
" before me . i9
who i personally
produ
89 idenH
ta 0
to me or ~ho has
~ho i
, ,."
, ,., lJtoduced
. '\ttB idenUfica
i . t8k& an 0
38626 2nd Ave.
Zephyrhllll, FL 33640
ACE
ALUMINUM
Job No.
Phone: (813) 782*2616
Cr,
SOLD TO Uw
ADDRESS LOT-G) 3772.)..
SHIP TO 2/i jJ H 'II<.. /-I/t-U'
DATE 'f - /b -qr
PHONE
/V~),.lPO~7 .o~1
Fl. J.Jf'/J
~-
COtvCQ(;16: - S7~f7S -- Die) t/ .6' {,{j /1~V
/ c7 X /0 -1 /0 i< /0 S)/~o
79 X J{. elf!? Pt>1<.:r
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE J~?S-:Oo
INSTALL IN FULL ON COMPLEJI DEPOSIT
4 ~~LANa c.o.D.
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SECTION 2
ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.1.2:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 8083 T"
Wind Zone . 102 MPH -r 110 MPH 120 MPH I 125 MPH I 140 MPH
Applied Load. 17" Sa. R. I 20' I Sa. R. I 23' I Sa. R. I 281 I Sa. R. I 32. I SQ, R.
LOIId Width 2" x 8" x 0,050" x 0.120" Self Mating Beam
8' 16'-11" 1S'-7. 14'-7" 13'-8" 12'-4 "
9' 1S'-11" 14'.9" 13'-9" 12'-11" 11'-8"
10: 1S'-2" 13'-11" 13'-0" 12'-3" 11 '-0"
11' /14'-S" 13 -4" 12'-S" 11'-8" 10'-6"
12' 13 -10" 12'-9" 11'-11" 11'-2" 10'-1.
13' 13'-3" 12'-3" 11'.S" 10'-9" 9'-8.
14' 12'-10" 11'.10" 11 '-0" 10'-4" 9'-4"
18' 11'-11" 11-0" 10'-4 " 9'-8" 8'-9"
LOIId Width 2" x 7" x 0,055" x 0,120" Self MIlllna Beam
8' 19'-4" 17'.10" 16'-8" 1S'-8" 14'-1"
9' 18'-3" 16'.10. 1S'-8" 14 '_go 13'-4"
10' 17'-4" 1S'.11" 14'.11" 14'-0" 12'-7"
11' 16'.6" 1S'.3" 14'.2" 13'-4 " 12'.0"
12' 1S'-10" 14'.7" 13'.7" 12'.9" 11 '-6"
13' 1S'.2" 14'-0" 13'.1" 12'.3" 11'.1"
14' 14'.8" 13'-6" 12'.7" 11'-10" 10'-8"
18' 13'-8" 12'.7" 11'.9" 11'-1" 9'-11"
LOIId Width 2" x 8" x 0.072" x 0.224" Self Mating Beam
8' 24'.10" 22'-11" 21'-4" 20'.1" 18 '-1"
9' 23'-S" 21'-7" 20'.2" 18'-11" 17'-1"
10' 22'-3" 20'-6" 19'-1. 17'-11" 16'-2"
11' 21'-2" 19'-6" 18'-3" 17'-2" 15'-S"
12' 20'-4" 18'-8" 17'-5" 16'-5" 14 '-9"
13' 19'-6" 17'.11" 16'-9" 15'.9" 14'-3"
14' 1S'-9" 17'-4" 16'.2" 15'-2" 13'-S.
18' 17'-7. 16'.2" 15'-1" 14'-3" 12'-10.
LOIId Width 2" x 9" x 0,072" . 0.224" Self Matlna Beam
S' 27'.2" 2S'-1. 23'-4" 21'-11" 19'-10.
9' 2S'-S. 23'-8" 22'-0" 20'-9" 1S'-S"
10' 24'-4" 22'-S" 20'-11. 19'-8" 17'-9"
11' 23'-2" 21'-4" 19'-11" 1 S'-9" 16'-11"
12' 22'-2" 20'-6" 19'-1. 17'-11" 16'-2.
13' 21 -4. 19'-S" 1S'-4 " 17'-3" 1S'-7"
14' 20'.7" 1S'.11" 17'-S. 16'-7. 14'.11"
18' 19'-3" 17'-9" 16'-6" 15'-7. 14'-0.
LOIId Width 2" x 9" x 0.082" x 0.308" Self Mating Beam
8' 29'.S" 27'-4" 2S'-6" 23'.11" 21'-7"
9' 27'-11" 2S'-9" 24'.1" 22'.7" 20'-5"
10' 26'-6" 24'-6. 22'-10" 21'-5" 19'-4 "
11' 2S'-4" 23'-4" 21'.9" 20'.5. 1S'-5"
12' 24'.3" 22'-4. 20'.10" 19'.7" 17'-S.
13' . 23'-3" 21'-5" 20'.0" 1S'.10. 16'-11.
14' 22'.5" 20'-S" 19'-3" 1 S'.2" 16'-4"
18' 20'.11" 19'-4. 1S'.0. 16'-11" 15'-3"
Not..:
Aboll!! spans do nollnclude lenglh of knee brace, /ldd horlzonlallenglh of knee brace 10 aboll!! spans for
lolal beam spans,
Lawrence E. Bemett, P.E.
(WI. 8'8I&JIt . CIWI.ClfIM!NT CCl'eU. TANT
P.o. BOX .... 80UIH DAYTONA. Fl ....
1'B.B'HON! (104) 187-4774
FAX (104) 187-_
SEAL
PAOE
60
@ COPYRIGIHT 1008
NOT TO lIE AEPAoDUcED H WHOlE OR H PART WITHOUT 1lE WRT'TBf PERt8810N a= LAWRENCE E BENETT, P.E.
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
~
~
"~
III
~
~
[Q
~
SEE cotH:CTION DET ALS
~-----
SEE CONECTION DETALS
~
------
~
~
;
~
; ------- w, VAAE8
12' x PAN (SEE TABLE) USE W
TO SELECT PAN FOR RECUAED SPAN
FOR FRONT BEAM USE L · W / 2+OVERHANG
~-
-------
PAN OR COWOSITE ROOF PANEL
SEE SECTION 7
TOP PLATE P.T. OR WITH VAPOR
BARRER AT ALlMfJM ROOF
2. x 4. Lut.t3ER TOP PLATE @I ROOF
2. x 2. ALUMINlH OR
2" x 4. Lut.t3ER #2 SP.F. (MN.)
SHEA THNG:
7116. O.S.B. OR 112" PI.. YWOOO WITH
STUDS 24. ON CENTER OR STRUC'TUlAL
GRADE TH:RMAL PI.. Y WITH SlUlS AT
16' ON CENTER
2. x 4. PRESSURE TREATED PLATE WITH
3/8" x 4-112" CONCRETE ANCHORS AT
4'-0. ON CENTER
SEE SLAB DET ALS
ATTACH SHED OR ROOM WAll TO
HOST STRUCTURE WI 1/4" x 3 1/4"
TAPCONS @ 16" O.C. FOR MASONR;
~16d COMMON @ 16" O.C. OR ~10 x 3
y," FOR WOOD, AND '10 x 2 W' SMS
FOR 1" x 2" AlUMINUMI #10 x 3 Y. SMS
FOR 2" x 2" ALUMINUM.
AllA1NJM POST MIl BEAM
SI-EATHNG:
7/16. O.S.B. OR 112. PI.. YWOOO WITH
sruos 24" ON CENTER OR STRUC'TUlAL
GRADE nERMAL PlY WITH SlUlS AT
16. ON CENTER
2. x 4" PRESSURE TREATED PLATE WITH
3/8. x 4-112" CONCRETE ANaiORS AT
4'-0" ON CENTER
SEE SLAB DET ALS
UTILITY SHED AND CARPORT WALL SECTION
1. ANCHOR PANS TO !-EADER CHAhtEL WITH (3) #10 x 1/2. SMS. W/ WASI-ER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 112" SMS. W/ WASI-ER.
3. ANCHOR COlUMN TO CONCREte FLOOR WITH 2-114. x 3. CONCRETE ANCHORS.
4. ANCHOR COl...... TO BASE PlATE WITH 1-114' 8.8. BOlT.
5. ANCHOR st-EETt<<i AS FOlJ.OWS:
A. Pl. YWOOD #8d cot.'MON . 8" 0.0. EDGES ANJ 12" O.C. FELD.
B. smucTUW. ORADE Tl-ERMAl PLY PER MAMFACTUER'S RECOMYBIlATIONS
OR #8 x 1114. DECK 8qREW8 . 8" O.C. EDGES MIl 12. O.C. FELD AS A w..tlN.
Lawrence E. Bennett, P.E.
0\11. EHOH:EA · DE\lEl.OfIU:M' CONaLTANT
P.O. sox 4388, soum bA vtOHA. Fl Itttt
TEl.I:f'HoNE (004) 781-4714
FAx (004) 781-esse
SEAL
PAGE
50
@ cOPYRIGHT 1098
NOT TO BE FI:PRODUCED N WHOlE OR N "ART WITHOUT TIE WRTTEN PEJUSlllON OF LAWRENCE E BENETT, P.E.
SEAL
PAGE
SECTION 2
A IT 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
--------------- Alumlnum-Posf---------------- ______u_ ,
-WlndToaci.-- 102MPHili 110 MPtfT120 MPH 125 MP8=r-140MPH-j
___=-~~~I!P!l_e~_LC?~d_-.~~_ 17 _#lS~ft. 20 t[!!ctfillj #!S~Ft. ___2~_#!!;q~KIT211!~q: ~i~-,
- -- M~Ir'um_______ _~IIowable RO~!_~~~!~!J~q~a!~_E~etf~r Varl~lJ~boads_~_I'1P~st -I
H_~lg~~___f__~~~d_'!'ILbl!__~~~~~~"~\!-I['!!rusIO--"~.!--~ ___u __ ---i
~:j~>- --!-_t~--l- ----~211=~___t_=____]f---_-_rn-- ~~----! ~~ L ~~
9'-10" : 1,204 I 71 I 60 52 46 38
11'-1;;-'903 -~ 53n--! 45 39 35 28
- - Height -- - - - f Load in - Lbs - - i 2" X 3" X 0.050" Hollow Extrusion or
-8'_2;;-- --2,73S--r--u--HH-- r 137- - 119- 105 86
9'_6i' -"2,502-----r- --147---1-- 125-' u 109 - 96 78
10'-11" -1,596- --+---94----,---80 t----n-69 -- -1-- 61 -1-- -- 50 m__j
+---- 1------....J- I
1i-j" (197-------70---' ----60----- :----52----- I 46 ' -- - 37 ----- I
------ ------ --- _on --_____ ____ ______L___ _ _ no I ___ L _ _ __,___
Height Load In Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6
-c- .'-2';-~ -- 3;40.-- ---'00 ~F - 170 - U lU 148 -- r~f 31 -I - 107
=-~j~~~~--__-J&t_:J8r_ . -~Ji=E~'---f-:nl-:~ .
___~ij~~~t __ LO~~;;1 Lb~ 3"~ ~~ x 0.040" ~f~b~o"!!ed - ~Wijnum Aii~I" 05 -H-j!~~~i 4~- -__-- j
:!j~f;; - l:Hi -=~-:lct_-r~i=: ~~-F ~~-~=:rl
____H~~L__ Lo~d-'-n_Lbs 3" x ~~ 0.060" R~l~E.~!'!1'1ed -~I,:,mlnu'!l ~!~~Y 31~5 Ht~ _ :
11'-{)"_ _.~.'!llO__._ ___21?____1_ .180 -1=. 157 r 138 ,. 113 :
12'.10" 2,700 159 135.1 117 ' 104 I 84
14'-8" ),100 - -124-_ -_ 105 , 91 I 81 ' 66 '
16'-6" 1,575 93 79 68 61 49
Height Load In Lbs 3" X 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6
_~ 1 r.1()~ n '_ 3,40.8 I 200 _ j 170 ,148 131, 107
-i~li. -j:~lJ- -t~J .. ~i.. !:'- f:-ti- -/ :~=1
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='5'; Structure Projection = W':
A = 5 x rN/2 + O.H.); If '5' = 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 # I Sq. Ft. post choices are:
1) 2" x 3" x 0.044" Hollow Extrusion
2) All post sizes listed below.the 2" x 3" x 0.044" Hollow Section
Note:
Where Job conditions dictate a post height of 10'In a 120 MPH wind zone, a 3" x 3" Roll Fonned
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. Semett, P.E.
ow.. I!MIIlMt . ORII.CI'IIM' cc>>&I. TANr
P.o. BOX ..... lIOUnf DAYTONA. Fl anti
'1B.EI'HCN! (804) 781-4774
FAX (lI04) 781-_
62
@ COPYRIaHT 1098
NOT TO lIE FB'ROOUCED .. WHOlE OR .. PART wmtOl1T TIE WRTTEN PBNS8ION OF LAWRENCE E. IIEN'ETT, P.E.
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
.t. IS 1HCIOESS OF
RE~ POST
r
..
CII'
k-
;:.
V ! · ·
TOP OF GRADE
~ 3" x 3" POST SEE TABLE
~ (2) r x r x"f' ANCJ.E OR
(1) U aWN:L x "f'
3/8" x 3-lIr BOLT
80 LB. 2500 PSI CONCRETE PRE-MX
~I
3" x 3" BASE
18"
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
r
o
L ~>
LL~Y
POST H CONCRETE
.. BAR 12" LONG
P<XA:D CONCRETE
REFER TO TABLE 2 . .
3" x 3" POST 1'1.m BOLTED
TO ANCHOR RISER
~ 2-3/." X 2-31." X 2-lIr
/' LONG X 118" ~
WB..DED cotH:C11ON
FASTEN PER TABLE 2 . 5
12" X 12" x 11." PLATE
3-lIr CONe. SLAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
BEF~ ~ ~ ~(1) #5 BAR CONT,~(1) #5 BAR CONT.
I l' J, /.- ~ /- ~
10 8" /. ~.
"'~ ~ 8"
TYPE I TYPE I I TYPE I I I
FLAT SLOPE 1 NO FOOTtIG MODERATE SLOPE FOOTtIG STEEP SLOPE FOOTtIG
o - r 1 12. rtrr - 1-10" . 1-10"
NOTES: t NO FOOTtIG REcu:EJ EXCEPT WH:N ADDRESSHG EROSION EXCEPT FOR EXlSTtIG
SLAB WITHOUT REtFORCEMENT. nEN TRIBUTARY ROOF NfEA LMTED BY TABLE 2 . .
2. MONOl..JI1-E 8LAB8" OR.' FOOTNGS SHALL DE MK 2,600 PSI CONCRETE WIlli 6x8-1OJC1O
WB.DED ME .... OR FBER MESH MAY DE USED H LEU OF a.ESH.
3. F LOCAL BtJl.DHG CODh fl:alHS A WNN FOOTNJ USE TYPE I FOOTNJ OR
FOOTNJ 8EC11CIN AEQUAED BY. LOCAL CODE. LOCAL COOl: OOVEfNl.
SLAB DET ALS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
(WI. I!MJNE8I - llIEWI.OPMEHT OONI!U. TAm
p.o. lOX 43IMJ, eount DAYTONA, A. 1212'1
TB.EPHONI! (104) m-4174
FAX (1104) m-t8R
SEAL
@ COPYRIOHT 1998
NOT TO BE REPflODUCED N WHOlE OR N PAR"" WI1HOUT nE Wfh'TENPEH.lION OF LAWR:NCE E. lIENETT. P.E.
PAGE
53
SOLD ROOF PANEL PRODUCTS
SECTION 7
t
"',~
PAN ROOF ANCHORING DETAILS
EXlSTNJ TRUSS OR RAFTER
SEALANT
I-EADER (SEE NOTE BB.OW)
#8 x 9/18. SMS. (3) PER PAN
Am (1) AT RI8Bl
#10 x 1-112" SMS. (1) PER RAFTER
OR TRUSS TAL
ROOF PAte.
#10 x 3/4. SMS. AT 12" ON CENTER
#8 x 9/18. 5MB. (3) PER PAN
AN> (1) AT RISER
ALTERNATE CONECTION:
'8 x 1-1140 SCREWS (3) PER PAN tlTO
FAsaA llAOUGH PAN BOXED EN>
EXlSTNJ FASaA
ROOF PANEL TO FASCIA DETAIL
/r-
I-EADER (SEE NOTE BB.OW)
'8 x 9/18. SMS. (3) PER PAN
AN> (1) PER RISER
FOR MASONlY USE 114. x 1-1140 TAP-CON
ANaiOR OR EQUAL AT 240 ON CENTER
FOR WOOD USE '10 x 1-112" 8.M.s.
OR WOOD SCREWS AT 12" ON CENTER
ROOF PANEL
'8 x 9/18. SMS. (3) PER PAN
Am (1) PER RISER
EXlSTHG HOST STRUCTUU::
WOOD FRAME, MA~Y OR OllER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALl BE ATTAaED TO llE f-EADER WITH (3) EADf '8 x 112"
LONG CORR08ION RESISTANT 8tI:ET tJETAL SCREWS WITH 1/2" WASf-ERS.
ALL SOEW fEAD8 8HALL BE CAW<ED OR SHALL HAVE fEOPReE GASKET
BETWEEN THE WAsit:R AH:J TIE PAN.
PAN A88 8HAl.l. fECEIVE (1) EAat '8 x 1/2" SCREW EAai. TIE PANS MAY BE
ANCHOFED nRlJBH BOXED PAN wmI (3) EADf '8 x l' OF TIE ABOVE SCREW
TYPES Am TIE ABOVE SlECFED All SCREW.
Lawrence E. Bennett, P.E.
avI. ENCJN:ER - DE'VaO'MEHT OONSU.TANr
P.O. BOX 43e8, SOUTH DAYTONA, FL 32121
TB..EPHONE (1104) 787"4774
FAX (1104) 787-_
@ COPYRIOHT 1998
NOT TO BE A:PRODUCED .. WHOU: OR .. PART wrTHOUT 1lE WRTTEN PE1NSSlON OF LAWFENCE E. BBHrrT. P.E.
SEAL
PAGE
113
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.1,2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3".12".0,01'" ...., P......
OIIen a.Ildlna. Enc:1o..d Buldlng.
Wind App/Illd Overhang Condition Wind Applied Overhang Condition
Raglon Load NONE 1'.(1" 2'.(1" 3'.(1" 4.(1" Raglon Load NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1-
102 M.P.H. 17 11',11. 12',1. 12',7. 13''''. 14''''. 102 M.P.H. 29 g',l. g'.... 9',11" 10',11" 12'.Z"
110 MP.H. 20 10',11. 11',Z. l1'-S. IZ'-S. 13',7. 110 M.P,H. 35 s,,,,. S'..fI. 9'-3. 10'-3" 11',6" .
120 M.P.H. 23 10',3' 10',5. 10',11. 11',10' 12',11' 120 M.P.H. 41 7',S. 7',11' S'.S' g',g. 11'-1"
lZI1 MP.H. 21 9'-7. S'-10. 10',5. II''''' lZ'-8. 1211 MP,H. 411 7''''. 7',7. S''''" 9',6" 10',10.
140 M,P.H. ' 32 I',S. S'-II. 9',7. 10',7. 11',10. 140 M,P,H. III 1'.7. 6',10. 7',S" 6',11. 10',4.
3" . 12" . 0,021" ...., P......
Open BuHdInga Enc:1o..d Buldlng.
Wind App/Illd Ove,hlIng Condition Wind Applied Overhang Condition
Raglon Load. NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1" Raglon load NONE 1'.(1" 2'.(1- 3'.0" 4'.(1"
102 M.P.H, 17 13',". l4',I. 14',6' 15',Z. 16',0' 102 M,P,H, 211 10',6" 10',10. 11',4. 12'.J. IJ'.4'
110 M.P,H. 20 12',10. 'Z',". 13'.5. 14'.Z. 15',1' 11 0 M,P ,H. 35 9'.6" g'.II. 10'.6" 11'.5" 12'.r
120 M,P.H. 23 11'.11. IZ',I. IZ'.7. IJ'-4" 14'.5. 120 M.P,H. 41 6'.11" g',Z- g'.IO" 10'.g" IZ'.O'
lZ5 M,P,H. 21 11',3- 11',5" 11',11" IZ',lI" lJ',IO" 125 M.P.H. 45 s'.r S'.g' g'.S' 10'.5" 11'.S'
140 M.P,H, 32 10',2' 10'.4" 10'.11" 11'.9" 12',11" 140 M,P.H. 51 7',S" 7',11" S'.S" g'.g" II'.,"
3" . 12" II O,03Z" RIlI.r P......
Open Building. Enc:losad Buldlng.
Wind Applied Overhllna Condition Wind Applied Overhana Condition
Raglon load NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1" RaOIon load NONE 1'.(1" 2'.(1" 3'.(1" '4'.(1"
102 M.P.H. 17 15',5" 15'-6' 15'-11' 16',6. 17''''. 102 M,P.H. 211 11',9" 11',11. lZ',S' IJ'.J" 14'.3'
110 M.P.H. 20 14',2" 14',4" l4',g" 15',5" 16'-J. 110 M.P,H. 35 10'.g. 10'.11" 11',5' 12',J" IJ'.S'
120 M,P,H. 23 IJ',J" 13'.5. 13'-10" 14'.6" 15',6' 120 M.P,H, 41 g'.II" 10',1. 10'.S" 11'.7. lZ'.9"
125 M.P.H. 21 IZ',5. 12',7" 13'.1. 13',10" 14',10. 125 M,P,H. 45 g'.S" g',S. 10'-J" II'.Z" IZ',S"
140 M.P,H. 32 11'-3' 11',5" 11',11" lZ'-9" 13'.S' 140 M.P,H. III S',6" S'.g" 9',4" 10'.S" 11'.S"
Nola: Tolal roofp.nel wldlh. room wldlh plu. wen wldlh plus overhanll.
Table 7.1,3: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28 .
3" II 12" II 0.01." RIa.r P......
Doen Build...... Enclosad Bulldlna.
Wind Applied Overhano Condition Wind Applied Overhllno Condition
RiDlon load NONE 1'.(1" 2'.(1" 3'.(1" 4.(1" Rlolon load NONE 1'.(1" 2'.(1" 3'.(1- 4',0"
102 M,P.H. 17 13',1D" 13',11. 14',5. 15',1" 15',11. 102 M.P,H. 21 10'.r 10',S. 11''''" 12',Z" 13',J'
110 M.P,H. 20 12',S" lZ',ll' 13''''" 14',1" 15',1. 110 M,P,H. 311 S',S. S',IO. 10',5" 11',4" lZ'.6'
lZ0 M.P.H. 23 ,,',1,. lZ',1" lZ'-8" 13''''" 14''''' 120 M.P ,H. 41 S',ll" S'-l" g',g" 10'.9" 11',11'
125 M.P.H. 28 11',2" 11''''" 11',10" lZ'..fI" 13"9" 1211 M.P,H. 45 S'.6" S',g" g',S" 10',5' 1"-S"
140 M.P.H. 32 10',1" 10'-3" 10'-10" 11',S" IZ',10" 140 M.P.H. III 7',7" 7',10' s',r g'.S" 11',1'
3" . 12" II 0,028. Rlaar P......
OIIIn Bulldlna Enclosad Bulldlna.
WInd ApplIed Overtwna Condition Wind Applied Overhano Condition
RlaIon load NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1" RlaIon Load NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1"
102 MP.H. 17 lS',2. tlS',3" lS',S" 17',3" 18''()" 1 02 M,P ,H. 21 lZ''''" 12'..fI. lZ',ll" 13',9" 14',9'
110 MP,H. 20 I ',II. 15'.(). 15'-5' 11',1' 11',1,. 110 M.P,H. 35 11'-3" 11',5. 11',11' lZ',9" 13',10"
120 MP.H. 23 1 ',11' 14'.()" 14',5" 15',1. 18'.()" 120 M,P,H. 41 10',5" 10',7" 11',2. IZ'-O" 13',1"
1211 M.P.H. 21 3'-1' 13'-z. 13'..fI" 14''''' IS''''' 125 M,P,H. 45 9',ll" 10',1' 10'.S" 11',r lZ',9'
140 M,P.H. 32 1',9" 11',11. 12'-5" 13'-3' 14',3" 140 MP.H. 51 S',ll" 9',1" 9',g" 10'.g" 11',11"
3" II 12" II 0,031" ....r P......
OIIIn Buldlnae Enclosad Buildings
Wind ApplIed Overhana CondItIon Wind Applied Overhllna Condition
RlaIon load NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1" Rlglon load NONE 1'.(1" 2'.(1" 3'.(1" 4'.(1"
102 MP.H. 17 ',10" 17', I. lS'..." lS'-10' 19'-7' 102 M,P,H. 211 13'-S" 13'-10' 14',3" 14',11' 15',10"
110 MP.H. 20 8'-8 18',7. lS',,,. 17'..fI. 18''''' 110 MP,H. 35 lZ'-S" lZ'-7' 13',1' 13'-1D" 14',10'
120 M,P.H. 23 IS''''. 15'-8' 15',11' 18'..fI' 17''''' 120 MP.H. 41 11',S' 11',S' 12'-2" IZ',ll' 14',0"
12S M,P.H. 2. 14',0" 14',7" 14'-'" 15'-8' 18'-8' 125 M.P.H. 45 10',1,. 11',Z" 11'-S" lZ'..fI" 13'.7"
140 MP.H. 32 I:J"-o- 1;,'"2" 13'-8" 14''''' 15'-3. 140 M,P,H. II S',10" 10',1' 10'..fI" II'.S" IZ'.S"
Not.: Tol8I roofp_1 wid". room wldt! plu. w.n wid" plu. overhang,
Lawrence E. Bennett, P.E.
avI. f!NtJIIEf!R - DE\IEl.CRI!HT CONI!U.TANT
p,o. BOX 43ll8, 80UTH DAYTONA. FL S2121
1BB'HCltE (804) 781-4774
FAX (804) 787-eaee
SEAL
PAGE @ COPYRIOHT 1008
120 NOT TO BE FB'RODUCED N WHOLE OR N PART WITHOUT TIE WRTTEN PERMS8ION OF LAWRENCE E. IIENETT, P.E.