HomeMy WebLinkAbout99-9115
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788.6611
09115
Date 11/10 /9,
Permit
30.~
BUILDING
ELEC~ICAL
PLUM\NG
MECH~ICAL
Sewer Conn
Water Conn:
Property Owner: j 0(,.,-, Sc"c...h
Job Address: 6 I 33 Plec..san -t- 5'-4- .
Water Meter:
T.I.F.'s:
Parcell.D. #
Zoning:
Descriotion of Work
Energy Code:
L~rPo/'+
,
Radon Gas:
'). ?b
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
2.,- z1-1J
DATE
Inspector
City License Registration #
State Certified License#
Ib '7
Permit Fee
- Signature
Company
Address
-- Telephone#
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Valuation or
Contract Price
tJ'Ro.
,
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~ f 3 - ! G,;) - 'd- ~I (,
Driveway
SLB
Tub Set
Water
Sewer
Final
ME
BUILDING
ELE TRICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen 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.
~-{
A c. ~AWO"\. .
0' ;'?, fL(t. SNJ r s-.-
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
(PJ.-iTMe( , 2-iD ~ ~>
'J .
BUILDING: ~.,.~c
ELECTRICAL: f\J/(f
PLUMBING:
MECHANICAL: c ~
Z,b ~. (-"- RADON: 2.7~
l
CREDIT: JJJIt
SEWER: IJ/A
WATER:
TOTAL: <r
I
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RRStbf:NT:tAt.i;"AttAt,11 (2)1'IbT ,ws', UfSEtS 0' bUILblNQ I'LANS" (l)'SBT'ENERGY FORMS_
COtlHkRdtAL I, AttAt:d 'U)fJIttS:'O' "aUtwIN(fltCANS I (1) "SR-t"ENERornFORHS." ,.". ,.
I 'lu'tuttr SUltVlt:IIQUllUtb:rolt"ALt Nk"'tUM!irkOOT1UNf1., , ' , ,'...
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TIPE OF CONSTRUct!UI"'t: .,.. .Block ,,_Fru.,. _Steel
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"UUShED FJ.OOJt"'~~~~~?~I~;:;:::;~~'\,;.'>' ::.t~ '!'!tUJEet: ~~',r~D~~o1NI; ~!'~~YES' .', ~NO\"
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" <<1U, Llcen.e. Registration .
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SiglUlturt!
t:Otll'ANY
, :st.t~ cert. or RegiRt. .
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.stAte Cert. 01' Regist. ,
Uit, License Registration'
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Signature
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ArI'I.lCATION APPROVElJ BY
PEIUIlT OFFlCI-:R.
.. COHD.t'.l'.tOHS~Ot..~I'.nH.t't.,\AFFIDA VI T
1\. NOT.tCR Of' nSEtJ nBS.,nlC1.t(')HS'('ffl\~.'i,""t~;'l~.'~': ......
rhe uncJulJgnecJ Ullderltlftd. tlllt tht. ptrtJt""r''''!'ubJec.ilto~,'r..trfC:Uonl' ..bleh lar be lOre fl!strlcUve than City
reguJltIOd'. ibf unaer.l....'.......~..IJlt'.tof;tOipl1 .lth an, applIcable aeed reltrictions.
. ,.. 1~;' ,., -. ~ _ -', ' ." . 11 .
D.' UNLICENSED. COtrtRAC'tOAtS AND CON't11AtTOlt RESPONSIBILITIES
If the owner ,~. 'It" I tonttlclot ut.~trlelor. to un8ttt*'I\lDtl,.thtr ..,"be'requlred to be licenled In accordance with
slalt Ina IUtI. tl91tllUC!tIt;., Iftht toIiUlclor I', not ,UttMtd~;~ tflQ1lht4 br 1.., bolb lbe owner ....~ ~traclor III' be
cltl!4 tor a ......not ,1,I,UUll tml1tr Ilatl'I., . U lhl~"f'br '.ltlMc1o.1'tonhatlor Ir" unc@rbln al to lIhattlcenllng
tt!guhe....... lit IPilI, rOt Ute Intlnc1ec1l1CJr', the, It' Idt.Mdlo ttnltlct lbe tilt of Ztphrrhl111 BuUding DeparUent, (811)
181-5611. . , " ,'..' . . "
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Furtherfor~~ If the 0Mn@[ hat hired I ~tr8clor or conlr.clotH, ~@ 18 Idvlle4 tu ha,e the contractor(B) Ilgn portlon8 of the
.contrltlor 8etllon.' of'~I. .pplteatlcn for Which lhe, Mill be tilponllble. If you, al the owner lign aa the tont~actor,
you ar~ Iddlc:allng lhal fbU, 'rat'wr lhtn the tunlr.c:lot, 'tl r..~.lbl@'rot'lhl lIOr'. If the contraclot ,flbRo roo'io 81gn
811 toIttrador that II' lit In I.UcIU.. that h, .1 not propttJ,.l1ten.ltC1 and llnolenUUed to perlUUng prhUege. In the
cn, fJf lephyth1111.' '.
c. TItAHSPORTATlOH IMPAC.r FEES AND U1'.t1..1TY CONNECTION' FEES
v. coNSTRUCTION LIEN tiAW ' (C"^PT~R 113t FLORIDA.8~ATUTES, AS AMENDED)
I certif, that I, the .ppllcent, ha,. been prOflaea ,Ilh . eopr ul '~lorJdl" Conltructlon tlen Law - RoIeoMner'.Protectlon
Culde" prl!p.rt!C1 b, lhe tlbtld....ttIMbof,Agtlcaltar. "'\CoIIdItr Iffllu. If Ute .pp1JclIIl 18 .000000e other than the
-owner', I certl', that 1 .... Obt.lned I top; bt'lhe lbote ...ttlbtd dotuIent Ind prOl...,$ln good faIth to dell,er It to the
-owntr' prior let eo.entlMnt. ' , . ".,:; ;,,"
E. CONTJlACTOn'S/OWHER'S AFFIDAVIT
I cerll" thAt .11 lhe J.Corllllon tn l.J. .ppllc.llon t. IccUrlte Ina lhat all vorl will be done in cOIpllance wiLh atl
8ppJJceble Ii... teguJIUIIf LUlllncU.,'lanlng, .nc1J.t....Japlent.
Application I. "'rwh, .lIdd ldf.tll., I per.ll l'Jc1o IOr.l~i Jnlt~U,Uon II JncUcated. . I cerUC, that DO ~or~ .or .
InltaUaUon .1' ~."dbt ~lo.~".ot~ IPlr.Ud;t~~.I~ ,-.r1: i11t bI'~pir~odld.l~' ....,t .tIIi1ai:!1i:of all: law8
rl!gul,UIl9 conlbucUan; tU, .,~"..:{~latl.~lJ" ...u_( r.1iU.l1Rt~ JlitlldlcUOlt:.'~t"atIG"
rertU, thlt t untlr.l.lhat' the' itgileUOi* '&t' ..~..e_fMi1ii",fo<.l"" ,-".pplf"lo 1lb'''lnletsclec1 worl, and that It 18
If telpottllbllUr lb tdtftUt, tthal'ltU_JtMt.tl,.,\O .~,..~_lIlntt. 8uch I19l11cl"l Include but Ire.not U.Ued Lo:
. De,4d_l of In,ir....l8J llgulaUoa ..t,.t'ht.rt..... wtlMt At.., llIII1lntltOl1ilent.allr SenlUhe Land.,
. ,," . ,', ,,', ";~ ' . '.' :.:..~"'.t~.t~.,tJpattenl
. Southwelt 'lorld. Italtt t J.Utlt~ .; ..tl.~ ~,;tMi ..,....,.,. WeUana Areae, Altering Watercourles .
: :'lr:O: : It ;.~'" nn.tt;.;..Jl:r~"~~;t:. ...1U.' Uall - Velle. Valtewater freatledt, 'SepUc flllll
. US ladr..tI r"'O . j1~'~, "." ....t....~..ti.'.' ~ "
J allo tertiI, t, ..tet at II (et be ........ 'IMit.. 'I. br 'A,tlc.., It II anc1eutood tbat'a'dralMge plan
8ddrellln9 . 'c_nl.UI9."J,,~;,ttUIIIt .abl1lIUtc1j ~hl~\Jlprtplrtd b, a prolesllonl1 inglneer registered In the State of
Florida prior lo petltl.l"UMtt.~" . " " " ~"'"
. A per.1t fllued .ball hi t'dItit~l!c1.tirbt..~ .l{terii. to ~ttM:.ec1'ttUh the tIOrlanc1 not a8 authority to 'folate, 'cancel aUer, or
let .Rlall In, protl.I....'l tIIt..~~,~.~...Ui!Jhant. of I perin pr'fentthl'Bul1dlng Olf~clll (rOl tberea, (ter
relJdldng . t.Ort~tI.. .., 'ttoti"t. ;f~_tt1E[I~~l:tW httllUon. of' In, tcx1e. ,1'"rf~lIfrtllt"I.._~...U"" .1l1faJld
unl"I' the ttorllttlhctrll.. bt"';:...~~J*~~~~I~. ..,11 ~~ of ,1~.Uanc:e, or If lIOr. luUlorllect bJ the per.1t 18
lIuRpenc1ed or eblndontc1lot'. ",rJoc1 ofi,"~_{Ii~tbt lfi....Uii~U.t tfOrl" t~~ ~ncM. One 90 da, ellullon of Ute, 111 be
alJ01It!d fetr till ttertU.ttJt lit .,t..:Ctr'.IS._~'MU.!!L"'U ~ requlltec11d wdUng to the 8uUc1ing Official. An
8rprOYtlt1lnlpeeUOIt IUIt' bt t_ddtl'*9,.."JMtI'IIIII1P~f'lht project .111 be ton.lderec1.banc1oned. ,
""RIIIIIC to OllIIa! .. 'AU.. lOi....IA'lOtltl. IlAY IIIM.r .11 YOUR PAWl' nllCI FOR IMPROYIHIiJn'S YO YOUR
pROrlm. ~f ~l~'ICJ, ~~Il,,:"!m,'. '. , '_I 01 ~ AnoRllt 81FORI RI~lIlG YOUR JlOTIc;B, OF ,;..
ttMltllllIf. M "'Jt..'l.;f~:.~ ~"."'"it '.", ,:.\~)n POSt A lIOtlCl OF CdIRIICIIIIIII .
~ '. . ,". t.,. '. '. .
SiGII"'URI: OIfIfIR OR AGIO
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SICiIlAtURR: COIIJRACtOR
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STATI OF FLORIDA ' ~ ., :. WAr' U, PI.ORIDA
counf OF \ coom OF
Tht! tort!golnu In.t~t.,,1I~1 ,~~knOW1!.dg!~::~~'rhl foregoing instI'Ulll8nt was acknowledg~~
before 118 thUi .,. ' ,.!.,1'........... ,bi" ., o,It,fore 118 this , 19 by
, ." fIIl..",."f .'
" ~ i '
who Is personally known to ..e or who ha,ii t',..""who Is personally known to me or who has
produced ',;;,' ~lJtuduced : '--.
ItS Ident:lflcat:iun end tfhd did/dId tn,t t".'aeil idenUficaUon am] who did/didnot '
take an oaUt. ".,', ',':' \,'.~ '.\J" I I '.like ma olJth.
, . -, .. .,.-,,,." to. " ,
(Signature) !.,.J~lgnature)
..... (NdJltft Typed, Printed or stamped)
, ' .~ 'ROTARY. PUBLIC
(Hame Typed, Prlttted"or stlbft1?~d) ,_ .
NOTARY rUBble , .' .' ,...
." -.\ 11II", 1'1' ,
ACE
ALUMINUM & CONCRETE. INC.
Job No.
Phone: (813) 782-2818
38525 2nd Ave.
Zephyrhills, FL 33540
/?~ \ (~
/:Z- )L:-L-U /~U PJD
PERMIT
PRICE
.
TAX
The undersigned agrees to pay TOTAL PRICE
STALL FULL ON CaMP DEPOSIT ~ ~ [ I..-
BALANCE C.O.D. // c:JV
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
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III
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
_F.101~"'''. Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings. ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load = 17 #ISo. Ft. 20 #lSq. Ft. I 23 #lSq. Ft. I 26 #lSq. Ft. I 32 #lSQ. Ft.
Maximum Allowable Roof Area In Square Feet for Various Loads on Post
Height Load in Lbs 2" x 2" x 0.044" Hollow Extrusion or
7'-4" 2,064 121 103 90 79 65
8'.7" 1,548 91 77 67 60 48
9'-10" 1,204 71 60 52 46 38
11'-1" 903 53 45 39 35 28
Heillht Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or
8'.2" 2,736 161 137 119 105 86
9'-6" 2,502 147 125 109 96 78
10'.11" 1,596 94 80 69 61 50
12'-3" 1,197 70 60 52 46 37
Height Load in Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6
8'-2" 3,408 200 170 I 148 I 131 107
9'.6" 2,556 150 128 I 111 I 98 80
10'.11" 1,988 117 99 76 62
12'.3" 1,491 88 75 I 65 I 57 47
Height Load in Lbs 3" x 3" x 0.040" Roll Formed. Aluminum Alloy 3105 H-14
10'-0" 2,381 140 119 104 92 74
11'-8" 1,786 105 89 78 69 56
13'-4" 1,389 82 69 60 53 43
15'-0" 1,042 61 52 45 40 33
Height Load in Lbs 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14
11'.0" 3,600 212 180 157 138 113
12'-10" 2,700 159 135 117 104 84
14'-8" 2,100 124 105 91 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
11'-10" 3,408 200 170 148 131 107
13'.10" 2,556 150 128 111 98 80
15'-10" 1,988 117 99 86 76 62
17'-10" 1,491 88 75 65 57 47
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" x 0,050" 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 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.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767.4774
FAX (904) 767.6556
SEAL
PAGE
70
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
----------------
(/)
w
Ci
~
ROOF PANEL SEE SECTION 7
ANCHOR (SEE DETAIL FOR PAN
OR COMPOSITE PANEL)
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
BEAM AND POST SIZES (SEE TABLE
2.1.1, TABLE 2.1.2 AND I OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
--- ----------------
(/)
w
Ci ROOF PANEL SEE SECTION 7
~
SIDE
BEAM
@
@
@
@
ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
1 3/4" x 1 3/4" x 0.063" RECEIVING
CHANNEL THRU BOLTED TO POST
WI THRU BOLTS FOR SIDE BEAM
(SEE TABLE 2.3 FOR NUMBER OF
BOL TS)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
BEAM AND POST SIZES (SEE TABLE
2.1.1, TABLE 2.1.2 AND I OR TABLE
2,2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SEAL
Lawrence E. Bennett, P. E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
PAGE
@ COPYRIGHT 1999
64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE.
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
<3
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
2" x 2" x 0.063" ANGLES
4'
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 1/4" = 1"
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
~
EXTRUDED ALUMINUM BASE
OR BREAK FORMED U-CLlP
~
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
CONCRETE SLAB OR FOOTING
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE
DIAGONAL BRACING FOR FREE-STANDING
COVERS
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
SCALE: 1/4" = 1"
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
PAGE
@ COPYRIGHT 1999
60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
_F.1i'1riW'.... Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load = 17# / SQ. Ft. I 20# / SQ. Ft. I 23# / SQ. Ft. I 26# / SQ. Ft. I 32#/ SQ. Fl
Load Width 2" x 3" x 0.050" Hollow Tilt
5' g'-g" g'-O" 8'-5" 7'.11" 7'-1"
6' 8'-11" 8'-3" 7'-8" 7'-2" 6'-6"
7' 8'-3" 7'_711 7'-1" 6'-8" 6'-0"
S' 7'-g" 7'-1" 6'-8" 6'-3" 5'-8"
9' 7'-3" 6'-8" 6'-3" 5'-11" 5'-4"
10' 6'-11" 6'-4" 5'-11" 5'-7" 5'-0"
11' 6'-7" 6'-1" 5'-8" 5'-4" 4'.10"
12' 6'-4" ' 5'-10" 5'-5" 5'-1" 4'-7"
Load Width 2" x 3" x 0.050 Hollow
5' 11'-1" 10'-3" g'.7" 8'-11" 8'.1"
6' 10'.2" 9'.4" 8'-9" 8'-2" 7'-5"
7' g'-S" 81.811 8'-1" 7'-7" 6'.10"
S' 8'-9" 8'.1" 7'-7" 7'-1" 6'-5"
g' 8'-3" 7'-8" 7'-1" 6'-8" 6'-0"
10' 7'-10" 7'-3" 6'-9" 6'-4" S'-g"
11' 7'-6" 6'.11" 6'-5" 6'-1" 5'-6"
12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3"
Load Width 2" x 4" x 0.050 Hollow Tilt
5' 12'-3" 11'-3" 10'-6" 9'-11" 8'-11"
6' 11'-2" 10'-4" 9'-7" g'-O" 8'-2"
7' 10'-4" 9'-7" 8'-11" 8'-4" 7'-7"
S' 9'-8" 8'-11" 8'-4" 7'-10" 7'-1"
g' 9'-2" S'-S" 7'.10" 7'-5" 6'-8"
10' 8'-8" 7'-11" 7'.5" 7'-0" 6'-4"
11' 8'.3" 71.7" 7'-1" 6'-8" 6'-0"
12' 7'-11" 7'-3" 6'.10" 6'.5" S'-g"
Load Width 2" x 4" x 0.050" Hollow
5' 13'-9" 12'-S" 11'-10" 11'-1" 10'-0"
6' 12'-7" 11'-7" 10'-9" 10'-2" 9'-2"
7' 11'-7" 10'-8" 9'-11" g'-S" 8'-6"
S' 10'-10" 10'.0" g'-4" 8'-9" 7'.11"
g' 10'-3" g'-S" 8'-10" 8'-3" 7'-6"
10' g'-g" 8'-11" 8'-4" 7'-10" 7'.1"
11' 9'-3" 8'.6" 7'-11" 7'-6" 6'-9"
12' 8'-10" 8'-2" 7'-8" 7'-2" 6'-6"
Load Width 2" x 4" x 0.03S" x 0.100" Self Mating Beam
5' 14'-6" I 13'-4" 12'-6" 11'-9" 10'-7"
6' 13'-3" I 12'-2" 11'-4" 10'-S" g'.S"
7' 12'-3" I 11'-3" 10'-6" 9'-11" 8'.11"
S' 10'-7" 9'-10" 9'-3" 8'-4"
9' 10'-10" 9'.11" 9'-3" 8'.9" 7'.10"
10' 10'-3" g'.S" S'-10" 8'-3" 7'-6"
11' g'-g" 91.0" 8'-5" 7'.11" 7'-1"
12' g'-4" 8'-7" 8'-1" 7'-7" 6'-10"
Example:
For 2" x 4" x 0.038" x 0.100" Self-Mating Beam; Beam span between uprights use load width to enter table.
For 12' Roof Panel + 2' Overhang; Load Width = LW = 12'/2 + 2' O,H. = 8'; Enter table on left at 8' read allowable
span under required load; Thus for 100 M.P.H. wind load/live load or 1~d Width = 8'-0"
Maximum Beam Span for 2" x 4" x 0.038" x 0.100" = __
Spans do not include length of knee brace. Add horizonta/length of knee brace to above spans for total beam spans,
-Note:
For small covers 2" X 2" beams may be used. (see table 3.1.1 for spans)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
PAGE
67
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2.3
Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam
Size
2" x 3" x 0.050" Hollow Tilt
2" x 4" x 0.050" Hollow
2" x 4" x 0.038" x 0.100" Self Mating Beam
2" x 6" x 0.050" x 0.120" Self Mating 8eam
2" x 7" x 0.055" x 0.120" Self Mating Beam
2" x 8" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.072" x 0.224" Self Mating 8eam
2" x 9" x 0.082" x 0.306" Self Matin Beam
The minimum number of thru-bolts is two (2)
Minimum
Post Size
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3" x 3" x 0.093"
3" x 3" x 0.093"
3" x 3" x 0.125"
3" x 3" x 0.125"
# Thru-Bolts
1/4"11I
2
2
2
2
3
3
4
4
L=D+Yz"
3/8"11I
2
2
3
3
Table 2.4
lab on Grade with unknown
reinforcement
Isolated Footing Uplift
Dlmensions- Rating # Maximum Attributable Roof Area in Square Feet
1'.0" x 1'.0" x 1'.0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 38 31
1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41
1'-8" x 1'-8" x 2'-0" 2040 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80
2'.0" x 2'.0" x 2'.0" 2640 155 132 115 102 83
2'.0" x 2'.0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'.0" 4800 324 276 240 212 172
-Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
rade with 80 # ba re-mix concrete and backfilled to rade,
Maximum Attributable Roof Area In Square Feet
102 87 76 67 54
107 91 79 70 57
112 95 83 73 60
Lawrence E. Bennett, P.E.
CIVil ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
72 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SOLID ROOF PANEL PRODUCTS
SECTION 7
[I
J
12"
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
IT
J
12"
f
1
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
J
1
12.00"
l
1
INDUSTRY STANDARD CLEATED ROOF PANEL
SCALE: 1/4" = 1"
~ It ...... ...
<( W".
Q. 0 :<
SELECT PANEL DEPTH 1
FROM TABLES
/r-
ALUMINUM SKIN
E.P.S. CORE
:<<:::3 :::=-
.......
.....:::::z.'<: ".
'......,........'... I--
SIDE PANEL
CONNECTIONS VARY
(DO NOT AFFECT PANEL
SPANS)
L
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE
PAGE
169
SECTION 7
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO FASCIA THROUGH
PAN BOXED END
#10 x 1-1/2" S.M.S. (1) PER
RAFTER 'OR TRUSS TAil
#10 x 3/4" S.M.S. @ 12" O. C.
FOR MASONRY USE 1/4" x
1-1/4" TAP-CON ANCHOR OR
EQUAL @ 24" O. C. FOR WOOD
USE #10 x 1-1/2" S.M.S. OR
WOOD SCREWS@ 12" O. C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4" = 1'_0"
EXISTING TRUSS OR RAFTER
SEALANT
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) @ RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 X 9/16" S.M.S. (3) PER PAN
AND (1)@ RISER
EXISTING FASCIA
SEALANT
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL TO WALL DETAIL
SCALE: 1/4" = 1'-0"
NOTES: ROOF PANELS SHALL BE AITACHED TO THE HEADER WITH (3) EACH #8 X 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 X 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW.
Lawr~nce E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
170 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
SOLID ROOF PANEL PRODUCTS
~t
(/)
w
~
~
J
^
f
1
12"
f
1
12" x VARIOUS HEIGHT RISER ROOF PANEL
SCALE: 1/4" = 1"
Wind
Region
102 M.P.H.
110 M.P.H,
120 M.P.H.
125 M.P.H.
140 M.P.H.
3" x 12" x 0.019" Riser Panels
Open Buildings
Applied Overhan~ Condition
Load NONE 1'.0" 2'.0" 3'.0"
17 12'.11" 13'.2" 13'.7" 14'.4"
20 11'.11" 12'.2" 12'.8" 13'.5"
23 11'.2" 11'.4" 11'-10" 12'.8"
26 10'.6" 10'.8" 11'.3" 12'.1"
32 9'.6" 9'.8" 10'-3" 11 '.3"
Wind
Region
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" Riser Panels
Open Bulldinas
Applied Overhana Condition
Load NONE 1'.0" 2'.0" 3'.0"
17 16'.6" 16'.]" 16'.11" 11'.]"
20 15'.2" 15'.4" 15'.9" 16'.4"
23 14'.2" 14'.4" 14'.9" 15'.5"
26 13'.4" 13'.6" 13'.11" 14'.]"
32 12'.0" 12'.2" 12'.8" 13'.5"
Wind
Region
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" Riser Panels
Open Buildings
Applied Overhang Condition
Load NONE 1'.0" 2'.0" 3'.0"
17 18'-3" 18'.4" 18'.8" 19'.3"
20 16'.10" 16'.11" 11'.4" 11'.10"
23 15'.8" 15'.10" 16'.2" 16'.10"
26 14'.9" 14'.11" 15'.3" 15'.11"
32 13'-4" 13'.5" 13'.11" 14'.]"
~
U.S. HIGHWAY 441 EAST P.O. BOX 895008
LEESBURG, FL 34789-5008
TELEPHONE: (904) 787-4000 FAX: (904) 787.6031
FLORIDA 1-800-342-3622
NATIONAL 1-800-874-9065
Wind
Region
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
Wind
Region
102 M.P.H.
110 M.P.H.
120 M.P.H,
125 M.P.H.
140 M.P.H.
Wind
Region
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
.F.111r=--"'1I!. Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28
Enclosed BUildings
Applied Overhang Condition
Load NONE 1'.0" 2'.0" 3'.0"
29 9'.11" 10'.2" 10'.9" 11'.]"
35 9'.1" 9'.3" 9'.11" 10'.10"
41 8'.4" 8'.7" 9'.3" 10'-4"
45 1'.11" 8'.3" 8'-11" 9'.11"
56 1'.2" 1'.5" 8'.2" 9'.4"
Enclosed BUildings
Applied Overhana Condition
Load NONE 1'.0" 2'.0" 3'.0"
29 12'.7" 12'.9" 13'.3" 13'.11"
35 11'.6" 11'.8" 12'.2" 12'.11"
41 10'.]" 10'.10" 11'.4" 12'.2"
45 10'.2" 10'.4" 10'.11" 11'.9"
56 9'-1" 9'-4" 9'.11" 10'.11"
Enclosed BUildings
Applied OVerhana Condition
Load NONE 1'.0" 2'.0" 3'.0"
29 13'-11" 14'.1" 14'.6" 15'.2"
35 12'.9" 12'.11" 13'.4" 14'.1"
41 11'.9" 11'-11" 12'.5" 13'.2"
45 11'.3" 11'.5" 11'.11" 12'-9"
56 10'.1" 10'.3" 10'.10" 11'.9"
Note: Total roof panel width = room width plus wall width plus overhang
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E.
SECTION 7
SEAL
PAGE
193
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOl T
SPIKE
EXPANSION DRIVE NAIL
BOLT
"
CONCRETE AND MASONRY ANCHORS
SHEET METAL
. SCREW
HEX HEAD TEK
SCREW
MACHINE BOLT
WI NEOPRENE WASHER
METAl FASTENERS
NOTES:
ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE
APPROVED BY THE BUILDING OFFICIAL .
Lawrence E. Bennett, P.E.
CIVIl ENGINEER. DE\IElOPAfeNT CONSUl TANT
P.O. BOX 4388. SOUTH DAYTONA, Fl32121
TeLEPHONE (904) 787....n4
FAX (904) 787.8558
o COPYRIGHT 1999
,
NOT TO BE REPRODUCED IN WHOLE OR IN PART W1TliOUT TliE WRITTEN PERMISSION OF LAWRENCE E. BENNETI', P.E.
SEAL
PAGE
201