HomeMy WebLinkAbout00-9592
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BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09592
7/~/oo
~ 1. stJ
BUILDING
Date
ELEC~CAL
PLU~G
MECH~ICAL
Sewer Conn
P,op.rtv Owna, ~ W' kJ 1('4 , 0
Job Add'a5S 60 1_ ~It,/ fL, dS() r .
Parcell.D. # 0\ - 'l, p 11 ~ 0 ( o. (JaDOD -, 00 10
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
DescriDtion of work----1lf~'^'\. ~Cc.~~
Radon Gas:
b.~
NO OCCUPANCY BEFORE C.O.
FINAL 2- ~ -0 0
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
L-5/e
,
Inspector
City License Registration #
State Certified License#
83
Permit Fee ,- S ~, '1" -9.
;;I.. Signatur.(d~"^'" ~~
Company
Address
J. Telephone# S-. f ?~ - -J f d - d r;, I ~
Valuation or
Contract Price
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1b Altt.-..
Ftr. f~/'9'-C>CJ ~
Pre SLB
lintel
FRM.
Insul. Cl
Wl
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
BUilDING
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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.
OWNER'S N
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LEGAL lJESCIlll'tlUN,t 1.0~(S) 0/ cj In.oc~ SUOIJIVISlON Z ~4L /419 c-;'
PMett 1.b.' '3--;}-t -,;2 / 0/ J () .....0 dvcV -, ~d/ D(OBTAllt FaUK paOPERTY. TAx.'HOTIGEl
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--RestaurAnt , lIeAILh IJcpArl.@nt ApprovAl
IJESCRlPTION OF WORkt
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REStlJf:NT1Ai.t';.. At1At,il k(2),PWT..W9" (2):,IiRtS 0' bUIWINO PLANS.' (1) SRT"ENERGY FORtIS.
coHORutAt.. Ii" Atl'At:Il (3) SI1'S~tJl' ~IU1LblNa' 1-UNS I (1) "stt"EN!Ror:~FORHS.' '.\'.' .'
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other
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stgtlat.ut@
Siallature
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state Cert. or Regist. ,
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.state C@rt. or Reglllt. .
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IlECllAN1CAL
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SignAt.ure
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^rI'I.l(~^TION APPROVf:b OY
PERtUT OFFlC,.:R.
, COHfJ.tT.tOHS~O''''~I'UH1't.,tAFFIVA Vrf
}\. NOTice O~ vltBtJ nBST'UC1.tO.tfg/lf,,\r.'t'~iil.'~:'l~..~': ...."
rhe IIndu,jgned _erlt.lId. t~t thf. "ratt,..r....!lUbJec..,to~..t.ltrJcUon8. whJch lar be IOrl! restrJcthl! Lhan Cily
reguJIlIOll', tb. Uftc1.rtJ....' blUld .........UUf tor'....1I ..Ilia an, appHcabJe deed restrlctlons. '
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8.' UNLICENS.ElJ.COrrtRAC'J:OltS.AND COH't.hAt'l'Ott ItESl'ONSlBlLlTlES
I( lhe owner h.. hlted . tutlt.etot ut'tdntraetor' to Uddttt*'lllDrl,thtr .,,'be'requlred lo be licensed In accordance wilh
1I11llt am11uell tl9\tllUdIlt., If u.. tGdUlclot II not llttMtd::u t...lt.a br 1.., bolla the owner .~4 . contractor II' be
elle4 tor II II""'n<<u: W.4)I.UOll unc1tr alal,'litt~' U lh.~_f'bt'I"lMc1M.tonttattor Irt uncl!rbln~al~ to'lIhat'llclllllnq
tl!quhel6nU lit Ippl, tft \he Inllnc1e4 NOd, lhIl, It. la,lftd:lo tUntlct lhtI tllr of ZephrrblUI DuUalng Deparllent, (811)
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Furlhe[for~~ if lhe ONnllr hal hired. contraclor nr conlracl6tl, h@ 18 edv18ed lu ha.. lhe contrlclor(l) 81gn portions o( the
.conttftlor Betti...' of'~I'.ppllt.tlon for .hleh the, .111 be tilponllble. If JOU, II the owner 11gn all the ton'~aclor,
you ar@ Iddlc.lJnt that fbU,talher than the tunlr'tlot, 'tl r.'~.lbll.tot'lhe worl. If the contractor vlllhp.o Jou'lo 11gn
88 toIttrlltlor lhel II' he In llR1h:.U. Utat he II not propUJ, Uteneedend Ie nolenUUed Lo perlUUng prhUegea In the
CllJ rJf lephythHllI.' '
c. TItAHSPURTA't10H IMl'ACt FEES AND U'1'.1LITt COHN6C'flUN FEES
u~ coNSTRUCTION LIEN ~AW \ (CHAPTER 113. FLORIDA.StATUTES, AS AMENDED)
I cerli;, that I, the applicant, h.,. bien prOflaea ,Ilh . tdpJ Df '~Jorlalll Conltruclloh Lien Law - HOIeowner'I'P~l.cllon
Culllg" prf!p.recl b, lhe rIDtld'''''ttMbof,:AgrlC:Ullarl IncI.,tallldtlr AU,lu. If U.e"pp1.1clIIl II lOIeOI1e other thin lilt
"ownl!r-. I cl!fUI, lti.t lltaft obt.lned I topt br lbt lbote d..etJMc1 dotuIent 8nd protls."!n good faIth to del her It to thl!
"0WJIl!t- prior lit toIIItn_nl. " 0';; ."
IIppllcatlon I. "'rib, .. tdflbtll~. Plr.l~ tchdo IOr.l~; A.t~IJ.Uon a,' Jlldlclted. " I certUJ Ulat no ,rorl,o[ ,
Jnst,JI.UOll hn' tOllIlll:ta\.dbr:.,tO$~~~ot~. Pita. I~~." ~~.l~,~r"~!.l1 bI,.r~oltlc1, )~ ~.t .taac1arc1a!of all'lal.
rC!gulatJnv toIiahucUtJnj tUt ~.~"'":!t.I.U~,,''''!J.i.l~.~: let;1iUqiitlii'~ JIl~..dlcllOll~J~t".I.o~
rl!rlUr tllllt t ,,"tll_ lhat'the ttgttbUGi. &t ctlhlt "iOllfMAtllf,oltltklH' ..,' Ipplt-lo 't""lnleht1ea wort, Ind that It h
If rl!sP'"llbllltf l~ Id.nllf, ~t"ttlonl~~t...t.~lto,~,I.~~lllnc.. Buch ..enel.. Include but Ir.,not Illlt,a Lo:
. Dep.rllenl ot 1n,1ronlldt'1 legulatJda M;t,.~"~lff"".; IItlldd At... and In,ltonll!nlall, Senlltl.. Landi,
, ':,. , ,', i " !'::': . . '.' :~~ ..bt"'.t~.t~, ,J,ttltMtnt
. SOllth'elt 'lqrld' "a lit lIa=t blUdt~ ,;j IfIU" ~"liti .,.....,. .,. v.tland. Areal, Alterlng Watercourses '
· "rlf Cor... of IIlIlneert ' ~.... ' .1~D,tbt.l~f~".ltl' 'If.llft.,. ,
I Dep.rllent 0 '. filtal ,.'lItt tY ,...'U..W...llh ball - Nelli, 1I.ltlllter lrea_t, 'SepUc lanll
. US IDYlI_tll",. ,.,1, OI....t...t" . .
I ;"'0 C!rl rt, ..ttt.rl..(<<j"btlb..."I".'.~"....A. nr 'A,@tc.., It J, andentood lhit'atdraln~gg plln
addrelllllng ,. ._nl.U....tOJ..~;:ldJl bt .uNltt", ~hl~,lIprepartc1 b, I profelllonal .ngineer reg18terec1 In the Stltl of
Florida prior let IItr.lt.tnUMtf. ,,,,, .. ~"',',
. "pl!rlll blued ..,IU bf atnilUI!ct' Uflit" ~ ..tcerise to ptOtllCf iUh lhe lOll and nol al authorllr to Ylolate, 'cancel Ilter, or
Il!l aRid. anf protl.....l'f tM,~.Jdafd,~...t. "'Jl;~IIIt. of . per.1t prIYent the' bUdlng Olf~cl.1 lrOl tNnlfler
reqUldng . t:OrtteU"" II .ttot...l.:'......ltIftlbfti."iJt Ilotlllon' of' In1 tcJc11. ,.,.ry.llfraW 1.1tIIl1~,"1l"'" .JIIf.lld
unlt'l the Wod Idlhctda.d br....,:pt~~~~,~I~~~l~...,1' ~~ ~f .~~'Uantt, or ,If worl IlItIIorJltc1 bJ the perllt h
IUlIpendect or abandoned lot'I flrJoc1 ori," _(IiI',.rl.~ 1&8 UII,U.. tfOtl'.. ~nttc1. Onl 90 c1I' edlnlllon of lIJ!!, la' be
aIIOll!~ for l~ "till ...th .'..~t9l:~f..lS~II~'~~1~~..ll te requeatea ld .rltln9 to the BulldJng O((lclal. An
arpro,td Jlllpttl1bd lUll' bt l_dtttlng;...,.,.tPlfI.",.,ttf.lh. ,roJect .IU be tonllderec1 abandoned. .
""Rltlle to 0IIIId! ... 'AtUII JOiRItOIIDJA!lIOtltl. 'ItAr '1lur,r lit lOUR PAfJIt' t1fICl FOR I"PROVDIIITS YO lOOK
PROI'lm. ~f..dfl~'!d~~fl"'.!Im " bIoIR OR ~ AnoRltlt llFOIlI R~I.G fOUR .orl<<;J. or ~.
ttMltllUf. .1oM ...,'.J.."l.;..~:,~ ~... .!O~ .I~, ,Hlt"- POSt A ROIICl OF CdllllCDlIIft .
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SiGRlltURI: onlR OR AGRII ' 81GII tURR: CO IRACTOR
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STArK OF PWRiDA . ,-;), ' ~ "'.' *fAt' U, rtoRlDA iJ. .
com, OF "r It ) ( () tooIm OF ';1 S l i)
Tho tor~voln" In.ttuMnt,..".I,~~knOtd!.dg!~~';,~"'rh~ roregoing instrUllent Mas ackno..ledg~~
before lIIe t:hUi s'^.;t.(.,.J..7 ,!J'.<2~..bj,. ,~.r,ltlrore lIIe thIs "J'-<",^- :27 , C>>OlJ by'
Ifj,~erf JI~f' . _..ft...'. 4/j~ri- J;~5 ' "','
who '1B !~80nIl1l1 known to lie or Mho ha.s t',~.~.,ifiiOi'~ s~r80nal1YknO"n to me or who hau
produce . ,tJtoduce . . --.
dB Idenl:lficatiun and Mho dl. tlut Idt'!.." idehUfication aneI Mho lIid/didnot '
td.~ ....,.... "':.\W~A7<- ~
(Signature) 'o...l~ignature.. ,
...,. 'Hllme Typed,
, ' '~'!tOTARY. PUB
(Name Type
flOTARY pun
\ .. , -lI ,". ~. }
38525 2nd Ave.
Zephyrhills. FL 33540
ACE
ALUMINUM & CONCRETE, INC.
Job No.
Phone: (813) 782-2616
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
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PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE d tV .JtJ. 00
INSTALLERS IN FULL ON COMPLETION DEPOSIT
BALANCE C.O.D.
~~~
Rep.
Customers Spture
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ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
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PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
TOP PLATE P.T. OR WI VAPOR
BARRIER @ ALUMINUM ROOF
2 x 4 TOP PLATE @ ROOF
2 x 2 ALUMINUM OR 2 x 4 LUMBER #2
S.P.F. (MIN.)
SHEATHING: 7/16" O.S.B. OR 1/2"
PLYWOOD WI STUDS 24" O.C. OR
STRUCTURAL GRADE THERMAL PLY
WI STUDS @ 16" O.C.
2 x 4 PRESSURE TREATED PLATE WI
3/8" x 4-1/2" CONCRETE ANCHORS @
4'-0" O. C. (SEE SLAB DETAILS)
ATTACH-SHED OR ROOM WALL TO
HOST STRUCTURE WI 1/4" x 3-1/4"
TAPCONS@ 16" O.C. FOR MASONRY
OR #16d COMMON @ 16" O.C. OR #10 x
3-1/2" FOR WOOD OR #10 x 2-1/2"
S.M.S. FOR 1 x 2 ALUMINUM OR #10 x
3-1/2" S.M.S. FOR 2 x 2 ALUMINUM
SHED IS FRAMED FOUR WALL
STRUCTURE OR ATTACHED TO HOST
MAXIMUM FLOOR AREA 200. SQ. FT.
FLOOR AREA GREATER THAN 200 SQ.
FT. USE SECTION 4
POST AND BEAM DETAILS AND
TABLES SECTION 2
FOOTING AND CONNECTION DETAILS
SECTION 2
UTILITY SHED AND CARPORT WALL SECTION
SCALE: 1/4" = 1'-0"
1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA.
2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD
CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW.
CONNECTION FASTENER NUMBER I SPACING
WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD
TOP OR SOLE PLATE TO STUD
A. END NAIL #16 COMMON 2
B. TOE NAIL #8 COMMON 2
SEE CONNECTION DETAILS
(SECTION 7)
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SEE CONNECTION ~TAILS
(SECTION 7)
12" x PAN (SEE TABLES SECTION 7) USE 'W'
TO SELECT PAN FOR REQUIRED SPAN
'W1' VARIES-
FOR FRONT BEAM USE L = WI 2+0VERHANG
~
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
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
PAGE
55
SECTION 4
STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS
#8 X 1" WOOD SCREWS WITH
5/8" WASHERS (3) PER PANEL
2" x 4" TOP PLATE PRESSURE
TREATED PINE
SHEATHING:
1/2" PLYWOOD OR
STRUCTURAL
GRADE THERMAL PLY W/
SIDING
1/4" x 3" BOLTS OR T-BOL TS
INTO CONCRETE SLAB @ 24"
O. C. W/ 1/8" x'1-1/2" WASHERS
6" x 6" - 10 x 10 WELDED WIRE
MESH
#50 BAR CONTINUOUS
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ALUMINUM COVER (SEE
CONNECTION TO HOST
STRUCTURE)
PLATES TOP AND BOlTOM
HURRICANE ANCHORS WITH
NUMBER OF NAILS PER
MANUFACTURES SPECS
2" X 4" STUDS
PRESSURE TREATED 2 x 4
PLATE
-------'I<
3-1/2"
{
FOOTING AS REQUIRED
UTILITY SHED TYPICAL WALL SECTION
SCALE: 1" = 1'-0"
~
(2) INTERNAL L's OR
RECEIVING CHANNEL,
(2) 1/4" 0 BOLTS EACH ANGLE
(4) #10 x 1-1/2" S. M. S, EACH
ANGLE
1-1/2" x 3-1/2" SPACER BLOCKS
ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED - PLAN VIEW
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGIN~ER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
100
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
SCREEN, VINYL & GLASS ROOMS SECTION 3
,-
"
_mi1~"._ Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
2" x 2" x 0.055" Hollow Extrusion
Wind Zone
Load 10U..P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width ADDlied Load
19 # ISQ. Fl 23 # 150. Fl 26 # 150. Ft. 29 # ISQ. Fl 36 # ISQ. Ft.
36" 12'-3" 11'-1 " 10'-S" 9'-11" 8',11"
42" 11'-4" 10'-3" 9'-8" 9'-2" 8'.3"
48" 10'.7" 9'-7" 9'-1" 8'-7" 7'-8"
54" 9'-11" 9'-1" 8'-6" 8'-1" 7'.3"
60" 9'-6" 8'.7" 8'-1" 7'-8" 6'-11"
66" 9'-0" 8'-2" 7'-9" 7'-4" 6'-7"
72" 8'-8" 7'-10" 7'-S" 6'-11" 6'-3"
78" 8'-4" 7'-7" 7'-1" 6'-9" 6'.0"
84" 7'.11" 7'.3" 6'.10" 6'-6" S'-10"
90" 7'-9" 7'-0" 6'-7" 6'-3" S'-7"
.. 2" x 3" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. r 110 M.P.". T 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width Applied Load
19 # 150. Ft. 23 # ISQ. Fl 26 # ISQ. Ft. 29 # ISQ. Ft. 36 # ISQ. Ft.
36" 16'-10" lS'-3" 14'-4" 13'-7" 12'-3"
42" lS'-7" 14'-2" 13'-4" 12'-7" 11 '-4"
48" 14'-7" 13'-3" 12'.S" 11'-9" 1 0'-7"
54" 13'-9" 12'-6" 11'-9" 11'-1" 9'-11"
60" 13'-0" 11'.10" 11'-2" 10'-6" 9'-6"
66" 12'-S" 11'-3" 1 0'-7" 10'.1" 9'.0"
72" 11 '-11" 10'-10" 10'-2" 9'-7" 8'-8"
78" 11'-S" 10'-S" 9'-9" 9'.3" 8'-4"
84" 11'-0" 10'.0" 9'-S" 8'-11" 8'-0"
90" 10'-8" 9'-8" 9'.1" 8'.7" 7'.9"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width ADDlied Load
19 # ISQ. Fl 23 # 150. Ft. 26 # ISQ. Ft. 29 # ISQ. Ft. 36 # ISQ. Ft.
36" 20'-9" 18'-11" 17'-9" 16'-10" lS'-l"
42" 19'-3" 17'-6" 16'.S" lS'.7" 13'-11"
48" 17'-11" 16'.4" lS'-S" 14'-7" 13'-1"
54" 16'-11" lS'-5" 14'-6" 13'-9" 12'-4"
60" 16'-1" 14'-8" 13'-9" 13'.0" 11'-8"
66" 15'-4" 13'-11" 13'-1" 12'-5" 11'.2"
72" 14'-8" 13'-4" 12'-7" 11 '-11" 10'-8"
78" 14'-1" 12'-10" 12'-1" 11'-5" 10'-3"
84" 13'-7" 12'.4" 11'-8" 11'-0" 9'-11"
90" 13'-2" 11'-11" 11'-3" 10'-8" 9'.7"
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 50 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,
Screen Splines on 3" side, extrusion turned with 3" side parallel to sole plate
" Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4n4
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. 93
.'
~l,;kl::l::j>l, VIN r L & l:>LM........ I,VV,.I....
COMPOSITE ROOF PANELS:
(4) 1/4" x 4" LAG BOLTS WI
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O,C. ALONG
SIDES (WALK-ON)
2" x 2" OR 2" x 3" HOLLOW
CHAIR RAIL AND KICK PLATE
2" x 2" HOLLOW RAIL
POST ATTACHED TO BOTTOM
WI MIN. (2) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
EXISTING SLAB MAY BE USED
IF IT IS IN GOOD CONDITION
AND IT IS APPROVED BY THE
BY THE BUILDING OFFICIAL
(1) HILTI1/2" x 3-1/2" KBII-
BOLTS APPROVED FOR 665#
UPLIFT WI STD. PLATED CUT
STEEL WASHER
(1) 318" BOLT FOR 3" POST (2)
318" BOLTS FOR 3" x 4" POST
TYPICAL UPRIGHT DETAIL
SCALE: 114" = 1"
vL\"'II\...Ii'4~
RISER PANELS: (3) #8 x 112"
S,M,S, PER 12" PANEL
HEADER ATTACHED TO POST
WI MIN, (2) #10 x 1-112" S.M.S,
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS
C~RRAILATTACHEDTO
POST WITH MIN. (2) #10 x
1-112" S.M.S. IN SCREW
BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O,C, (MAX,)
Lawrence E. Bennett, P.E.
CIVll. ENGINEER . ~lOPMEHT CONSUl TANT
PO. BOX 4388. SOlm-fOAVTONA. Fl32121
TELEPHONE (104) 78T..n.
FAX (104) 78T.e55l1
SEAL
PAGE
SECTION 3
C> COPYRIGHT '999
NOT TO BE REPROOUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
83
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POSTW/#10x 2"
S.M.S. MAX. 6" FROM EACH
PURLIN AND 24" O,C,
,
FRONT WALL PURlIN
SCREEN, VINYL & GLASS ROOMS
@
TYPICAL CORNER DETAIL
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CMl ENGINEER . O&B.OflIIEHr CONSUl. TNIT'
P.O. BOX 4381. sount DAYTONA. Fl32t2t
TaEPHONE (104) 7eT~n..
FAX (004) 717-11551
SEAL
PAGE
SIDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
BACK WI MIN. (2)#10 x 1-112"
S,M.S.
SIDE WAU PURlINS
ATTACHED TO 1" x 2" OPEN
BACK WI MIN, (2) #10 x 1-1/2"
S,M,S, IN SCREW BOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE WI 1/4" x 2-1/4"
MASONRY QUICK SET @ 6"
FROM EACH POST AND 24"
0, C. MAX. AND WALLS MIN, 1"
FROM EDGE OF CONCRETE
82
e COPYRIGHT 1999
NOT TO BE REPRODUCEO IN WHOLE OR IN PART WnHQUT HIE WRITTEN PERMISSION OF LAWRENCE E BENNEn, P,E
SCREEN, VINYL & GLASS ROOMS
SECTION 3
SELECT EDGE BEAM TABLE 3.1.1
AND 1 OR TABLE 3.1.2
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
~'LW'-----,
~
'1
ROOf:
FOR MAX.
UPRIGHT
LENGTH
..
I
1" x 2"
~
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
..
LOAD WIDTH
FOR ROOF BEAM
r-LW---r
I r- P/2
.--
-
SOLID ROOF
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
L O.H.
EXISTING
STRUCTURE
,
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L P VARIES ---J
TYPICAL SCREEN I GLASS ROOM
SCALE: 1/4" = 1'-0"
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE
FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT
ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH
WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY
OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS.
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH
VALUE OF P/2 OR P/2 + O.H. -
.'
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
77
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T -BOL T
SPIKE
EXPANSION
BOLT
DRIVE NAIL
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 - 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
201
SOLID ROOF PANEL PRODUCTS
SECTION 7
IT
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"
I
~ I ~ ii\//??\4-
SELECT PANEL DEPTH 1
FROM TABLES
/r-
ALUMINUM SKIN
E.P.S. CORE
rt-;.'"
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 WRIITEN PERMISSION OF LAWRENCE E. BENNEIT, PE
PAGE
169
SECTION 7
SOLID ROOF PANEL PRODUCTS
.F.1i1rm-.... Allowable Spans for Riser Panels for Various Loads
Aluminum Building Systems. Inc.
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28
1-1/4" x 12" x 0.019" Riser Panels "
ODen Bulldlnas Enclosed BuildliiQS
Wind Applied Overheng Condition Wind Applied Overhang Condition
Region Loed NONE 1'.0" 2'.0" 3'.0" 4.0" Region Loed NONE 1'.0" 2'.0" 3'-0" 4'.0"
102 M.P,H. 17 7'-5. 7'-9. S'-5. 9'-7" 10'-11. 102 M.P.H. 29 5'-S. S'-I" 6'-11. S'-3. 9'-10.
110 M.P.H. 20 S'-10- 7'-2. 7'.11. 9'-1. 10'.?" 110 M.P.H. 35 5'.2. 5'-7. S'-7" 7'-11. 9'-8-
120 M.P,H. 23 S'.5. 6'.9. 7'.7" S'-9" 10'-3. 120 M.P.H. 41 4'.10. 5'.2. 6'.3. 7'-S. 9'-4.
125 M,P .H. 26 6'-0. 6'-4. 7'-3. S'-6. 10'-0- 125 M.P.H. 45 4'-7" 4'-11. S'-I. 7'-7" 9'-3.
140 M,P.H. 32 5'-5. 5'-9. 6'-9" S'-I- 9'.S. 140 M.P.H, 56 4'.1. 4'-7" 5'.9. 7'-3. 8'.11.
3" x 12" x 0.019" Riser Paneis
ODen Bulldinas Enclosed Bulldlnas
Wind Applied Overheng Condition Wind Applied Overhang Condition
Region Loed NONE 1'.0" 2'.0" 3'-0" 4.0" Region Loed NONE 1'.0" 2'-0" 3'-0" 4'-0"
102M,p',H, 17 12'.11. 13'.2. 13'.7" 14'.4. 15'.3. 102 M.P.H, 29 9'.11. 10'-2" 10'-9. 11'.7" 12'-9.
110 M,P,H. 20 11'.11. 12'.2. 12'.S. 13'.5. 14'.5. 110M,P.H, 35 9'-1. 9'-3. 9'.11. 10'-10. 12'.1.
120 M,P,H, 23 11'.2. 11'.... 11'.10. 12'-S. 1~'.9. 120 M.P.H. 41 S'.... S'.7" 9'.3. 10'.4. 11'.7"
125 M,P.H. 26 ,10'-6. 10'-S. 11'.3. 12'-1. 13'-2. 125 M,P.H. 45 7'.11. S'.3. S'.II. 9'.11. 11'.4.
140 M,P,H. 32 9'-6. 9'.S. 10'.3. 11'.3. 12'.5. 140 M,P,H, 56 7'-2- 7'-5. S'.2" 9'.4. 10'.9"
3" X 12" X 0.026" Riser Panels
ODen Bulldlnas Enclosed Buildings
Wind Applied Overheng Condition Wind Applied Overhang Condition
Region Loed NONE 1'.0" 2'-0" 3'.0" 4'.0" Region Loed NONE 1'-0" 2'-0" 3'.0" 4'-0"
102 M.P,H. 17 16'-6. 16'-7. 16'-11. 17'-7" 16'-4. 102 M,P,H, 29 12'-7" 12'-9. 13'.3. 13'.11' 14'-11.
110 M.P.H. 20 15'.2. 15'-4. 15'.9. 16'.4" 17'-2. 110M.P,H, 35 11'-6. 11'-S" 12'-2. 12'.11. 14'-0.
120 M.P.H. 23 14'-2. 14'-4. 14'-9. 15'-5. 16'-3. 120 M,P.H, 41 10'-7" 10'-10" 11'.4. 12'.2" 13'.4"
125 M,P.H. 26 13'-4. 13'-6" 13'.11. 14'.7" 15'-7" 125 M,P,H. 45 10'.2" 10'.4. 10'.11" 11'.9. 12'-11"
140 M.P,H. 32 12'.0. 12'-2. 12'-S. 13'.5. 14'-5" 140 M,P,H, 56 9'.1" 9'.4. 9'.11' 10'.11" 12'-1"
3" X 12" X 0.032" Riser Panels
Ooen Buildinas Enclosed Buildinas
Wind Applied Overheng CondRlon Wind Applied Overhang Condition
Region Loed NONE 1'-0" 2'.0" 3'.0" 4'-0" Region Loed NONE 1'-0" 2'-0" 3'.0" 4'-0"
102 M.P,H. 17 18'.3. lS..... lS'-S. 19'.3. 19'-11. 102 M.P.H, 29 13'-11. 14'-1. 14'.6. 15'-2" 16'.1"
110 M.P,H. 20 16'.10. 16'-11. 17'-4. 17'-10. IS'.S" 110M,P.H. 35 12'-9. 12'-11. 13'.4. 14'-1. 15'-0.
120 M,P.H. 23 15'-S. 15'-10. 16'.2. 16'-10. 17'-7. 120 M.P.H. 41 11'-9" 11'.11" 12'.5" 13'-2" 14'.3"
125 M.P.H. 26 14'-9. 14'-11. 15'-3. 15'.11. 16'.9. 125 M.P.H. 45 11'-3. 11'-5. 11'-11. 12'-9" 13'-9.
140 M.P.H. 32 13'.... 13'.5. 13'-11. 14'-7" 15'-6. 140 M.P.H. 56 10'.1. 10'-3. 10'.10. 11'.9" 12'.10.
Note:
Total roof panel width = room width plus wall width plus overhang,
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
A~
~ ALUMINUM BUILDING SYSTEMS
1107 North Thomas Road, Leesburg. FL 34748
Telephone (352) 787-7766 FAX (352) 787-4517
Florida 1-800-342-9077 Nalionall-8OO.874-0002
SEAL
PAGE
184
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE
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 ATTACHED 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.
Lawrence E. Bennett, P.E.
CIVIL ENd/NEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368. SOUTH DAYTONA. Fl32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
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170 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
"." IS THICKNESS OF
REQUIRED POST
~ TOP OF GRADE
_______ 3" x 3" POST (SEE TABLE)
--- (2) 2" x 2" x "\" ANGLE OR
(1) U CHANNEL x "I'
318" x 3-1/2" BOLT
80 lB. 2500 PSI CONCRETE PRE-MIX
3" x 3" BASE
~
M
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
SCALE:. 1/2" = 1'-0"
f
" ,
k:'
~~
POST IN CONCRETE
#4121 BAR 12" lONG
POURED CONCRETE
(REFER TO TABL~2 . 4)
~ 3" x 3" POST TURN BOLTED
TO ANCHOR RISER
2-314" x 2-314" x 2-112"
LONG x 118" TUBING
WELDED CONNECTION
FASTEN (SEE TABLE 2,5)
12" x 12" x 1/4" PLATE
3-1/2" CONC, SLAB
ISOLATED FOOTING
SCALE: 112" = 1'-0"
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
SCALE: 1/2" = 1'_0"
SEAL
PAGE
Lawrence E. Bennett. P.E.
CIVIl EM:JWEER. DEVELOPMENT CONSlI. rANT
P.O. BOX 4_. SOUTH DAYTONA. FL 32121
TELEPHONE (D04) 7e7~77.
FA.)( (104) 787-8558
58
SECTION 2
e COPYRIGHT 1999
NOT TO BE REPROOUCED IN WHOle OR tN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E. BENNEn. P E
-----------------
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
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 lOR TABLE
2,2.1, TABLE 2,2,2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
-- - -- - -- _. - - --- - - --
en
w
ii:
;l:
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)
1 314" X 1 314" X 0,063" RECEIVING
CHANNEL THRU BOLTED TO POST
WI THRU BOLTS FOR SIDE BEAM
(SEE TABLE 2,3 FOR NUMBER OF
BOLTS)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 114" = 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
PAGE
Lawrence E. Bennett, P.E.
Clvrt ENGINEER - DEVELOPMENT CONSUl rANT
P.O. BOX 4368. SOUTH DAYTONA, Fl32121
TElEPHONE (904) 767--4774
FAX (904) 787-8558
64
@ COPYRIGHT 1999
NOT TO AF RFPROOUCF[) IN WHot F OR IN P4RT WITHOUT THE WRlnF;N PFRMI~S'OU OF I AWRfNr.F r RPINFTf, r> F
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
t .-
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
2" x 2" x 0,063" ANGLES
<I
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 114" = 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"
Lawrence E. Bennett, P.E.
CMt. ENGINeER - DEVaOPAlENT CONSUl. TANT
P,O. BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (904) 7e7~774
FAX (904) 7eT-esse
SEAL
PAGE
60
SECTION 2
IC> COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART W'lTHOUT THE WRITjTEN PERMISSION OF LAWRENCE E. BENNETT. P_E
ATTACHED & FREESTANDING!COVERS AND UTILITY SHEDS
..li1n,.,.... Allowable Attributable Roof Area per Post for Carports,
Pallo Covers, and other Open Bulldlnga . ALUMINUM POSTS
Aluminum Poet
Wind Load. 10 H 11 20 PH 125 PH 140 MPH
A LOIId- 7 .~ ~~ Z . F~ I za .,So. F~ I 3Z WlSo, F~
Mu'mum _ GO . In Sau.,. FHt for Verlou. oa on OIIt
H., t Load In LIIs Z.x xO. ow .true or
7'... 2, 4 II 1 "190 19165
6'. . 91 I 67 I 60 48
.'.1 1, 1 I 5 46 31
11.' 3 4 39 I 35 I 28
K tlaht oa "Lb. .3" x O. 'Hol aw Exlrua on or
,38 1 I 137 11 I 16
,... ,02 1 125 109 78
'.11 ,96 110 II 6 ou
I -3 1,1 0 60 4 37
tlaht oad n . 300 x " x 0,070" ow xtru8 on . Alum Rum Allot 1063
'.2' 10 148 1 10
, 9'.6' 2 I 128 111 60
10'-1'" 1,98 11 76 62
12'.3' 1.... 1 88 75 65 57 47
ht oaG'" . 300 .300 .0. . RO Formed. Aluminum AI loy 3105 H.14
10'.0" 2381 140 119 104 92 74
11'... l,fllti 105 89 78 69 56
13.... 1,389 82 69 60 53 43
15'.0" 1,042 1 52 4 40 33
Heloht Load n lis 3" x 3" . 0 armed. umlnum 0 .4
II'. 3, 212 60 157 138 ,.3
12'.10 2,700 15 135 11 104 Il4
14.. 2,100 124 105 91 8. 66
'8'.6" 1,575 93 79 .. 61 49
Helaht Load In Lbs 3" . 3" . 0,010 ' Flut. 01 xtruslon . Alumtnum T
11'.10 3,40. 200 170 14 I I 107
13'.10" 2,556 150 I 12 111 I 91 80
15.10' 1918 11 I 99 II I 76 6
7-10" 1, 91 88 75 65 I 57 47
e.ample:
Find Roof Area Needed, Area ~ 'A'; Pos.t Spacing "'S': Structure Projection == W
A"" S x (W/2 ... D.H.): if'S' = 7', W = 12', and D.H. .. 2' then: 'Area' = 56 Sq. FI
For a 10'.11" poSI and 120 m.p.h. wind load or 23.' Sq. Fl. pos.1 choices. are
1) T x 3" x 0,050" HoRow Extrusm
2) All post sizes. listed below lhe 'Z' x 3" x 0.044" HoUow Sechon
Note:
Where job conditions dtclale a post heighl of 10' in a 120 MPH wind zone,. 3M X 3" Ron Formed COULD NDT
BE used because when it is more than 10' Ian il can only s.upport 39 SF of roof. On lhe other hand, a 3" x 3" Fluted
Post with a post height of.10'. 7" can support an erea of 128 square feel of .rea. Thus, design must salisfy both
height and area requirements.
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P.O. BOX 4388, SOUTH DAYTONA. Fl 32121
TELEPHONE (g()4) 787-4714
FAX (904) 787.8558
SEAL
PAGE
70
@ COPYRIGHT 1999
NOl 10 or R[PRODUCEU IN WHOLE OR IN PART WITHOUT 1HE WRITIF.N PFRMISSION or LAWRENCE F. DENNFTT. P E
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
2'-0" MIN.
J:::lb . ~'{;5.~
~
(1) #5 BAR CONT.
TYPE I
FLAT SLOPE / NO FOOTING
0-2" /12"
TYPE II
MODERATE SLOPE FOOTING
2" /12" - 1'-10"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM
LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II
FOOTING IS REQUIRED.
2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE" FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
SCALE: 1/2" = 1'-0"
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
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
PAGE
59
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 Beam
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 Matln Beam
2" x 9" x 0.082" x 0.306" Self Mating Beam
he 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 L=D+V."
1/4" ill 3/8" II
2
2
2
2
3 2
3 2
4 3
4 3
Table 2,4
Isolated Footing Uplift
Dimensions" 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 CONSULTANT
P,O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
72
@ COPYRIGHT 1999
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.1n~"IIi. 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 T 125 MPH I 140 MPH
ADDlled Load .. 17# I sa: Fl 20# / Sa. Fl I 23# I Sa. Fl T 26# / SQ. Fl 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" 1'-7" 1'-1" 6'-8" 6'-0"
8' 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" 8'-8" 8'-1" 7'-7" 6'-10"
8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5"
9' 8'-3" 7'-8" 7'-1" 6'-8" 6'-0"
10' 1'-10" 7'-3" 6'-9" 6'-4" S'-g"
11' 7'-6" 6'-11" 6'-5" 6'.1" 5'-6"
12' 1'-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'_7It 8'-11" 8'-4" 7'-7"
8' 9'-8" 8'-11" 8'-4" 7'-10" 1'-1"
9' 9'-2" 8'-5" 7'-10" 7'-5" 6'-8"
10' 8'-8" 1'-11" 7'-5" 7'-0" 6'-4"
11' 8'-3" 7'-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'.8" 11'-10" 11'.1" 10'-0"
6' 12'-7" 11'-7" 10'-9" 10'-2" 9'-2"-
7' 11'-7" 10'-8" 9'.11" 9'.5" 8'-6"
8' 10'-10" 10'-0" 9'-4" 8'-9" 7'-11"
g' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6"
10' 9'-9" 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 0.038" x 0.100" Self Matlna Beam
5' 14'-6" I 13-4 12'-6" 11'-9" 10'-7"
6' 13'-3" I 12'.2" 11'-4" 10'-8" 9'.8"
7' 12'-3" I 11'-3" 10'-6" 9'-11" 8'-11"
8' 10'-7" 9'-10" 9'-3" 8'-4"
9' 10'.10" 9'-11" 9'.3" 8'-9" 7'-10"
10' 10'.3" 9'-5" 8'-10" 8'-3" 7'-6"
11' 9'.9" 9'-0" 8'-5" 7'-11 " 1'-1"
12' 9'-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 loadllive load or l~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 horizontal 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
PO, BOX 4368, SOUTH DAYTONA, Fl32121
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
./- . I'
.),vJv ~~I
~'
frq7J- /tlv.",.
1000l 2..kf\\:1''L,6D~':'' l)P.
SQ. FEET, PRICE
MAIN OR LIVING AREA
,.
OTHER AREA UNDER ROOF
OTHER
BUILDING: 52-. 'iC
ELECTRICAL:
.,
PLUMBING:
MECHANICAL:
~2'f RADON: Co.z,'t
CREDIT: ~Jfr
SEWER:
WATER:
TOTAL:
lr.I.f=~~ tJ/^"
---- "
(D 1J~ .:::::- S~.?Lf
,
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1
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