Plans 670 Sailfish (vault) 2 x2" 8"It 6" Long U channel "B"
Was of 3 to existing buildrq with 4-3/8
Wood with 3-1/4 'OrchorS
at concrete.
2"x"' I/8"x6-'Long Uchomel "B"aftachoesto Aluminum beams typ
2"xe-x �"N XPP*R0%f E D
smb 'N
Detail 2 tyD, CITY OF
BUTLDING ()Pr-`
Perimeter rff)ernber
Screen typ Detail 2 typ,
JUL 093
10 2 1 2"x
-lost 2 'p
Screen 1yo
Cobles typ
V it iLe rrie.., 2 _tles .2
e
Z
E,e scriectuic
Exitstingg S-reen typ
X2 ch'�Iir rc tr R1
66— Y)
3,aoe
DOWN BEAM CONNECTION TO WALL Grade
I"x 2
x xl/8 x8 long angles "A" Detail Typ Detapt 3 typ C:jble, Iyp. Detail 3 ?yp
Attochtofascia with 2 3/8"
le
latI3 at each angles ea.so, TYPICAL FLAT ROOF ELEVAIfION TYPICAL DOME ROOF ELE'VAT;ON
\EE X*tf �Ici NTS� N T S. -yPfCAL MANSARL) FROOF E-LEVATION
"�4 r S
Existing structure
gutter
? Aluminum beam,,;
gutter
see table I Aluminum
Aluminum toeorris Learn typ
@ See Table I Existing structure
See table 11
LNotch angie cot 7-
2" 1:3 long anales "A" Must remainforargle strength.
2'x I I/`j x attach to Perimeter rremoer
x 15"smb with 4-not 10 sms 0,each cNies
each side.
�yp all oro!jna
Screen typ lip
Aluminum ucr,qnts Screen typ
DOWN BEAM CONNECTION ENLARGED Aluminum columns typ
Cables tvp
2"or d SM8 See Table I see schedule See table I Cables tyo Aluminum coi-jr-ins
Cans: slob ond See scriectule �u
footing tyc, typ See hot tc�_le
T%1 TYPICAL FLAT ROOF ISOMETF:e,14C See table 2 1"x2" typ
NTS TYPICAL DOME ROOF iSOMETRIC
NTS
QW-1
NOTE 2"x 3" URright must be notchea N T-1-S 96mftk
2"x d SMB See Table 3 2"x 2"Patio or snao for 2"x 2 roof our i ins
fas enea to beam w/2
2%6 SM8 min Self mating beam t I is 2 ext fc-tened to 2 2 4oh
"A"z Super Gutter It SMS d See Table I No lOx 1-1/2"SMS No lOx I 1/2"SMS at 24"o c
"B" Sqhd prews HOS denote 2%2" Purlins attach to beams
-Overhang -t
dimension 2 so 3 uprignt screw Pattern I wt h 2 no to K 1 1/2 sons
Q�en pew HDS Jenote i !a
2 x
A 4 upriqot and laraef 0 01 '4 -n -,cuc,,o
2"x P Purlins attached screw Pattern SM8 io 0 '_'ut for overiap -- -a
*0 beQ w/2 no lox 3/4 2"x5 ME3 0 0) Cut fcrov NOTES'
rnS - 1 104iop Screen DO'hei spacing
sms j; -mp ec I
0 2"R,b or snootastenea X6 Sme I a CIO
a 2 x 2 w/tv 10 x I-!/2 7 -nn
3MS at 24 0 2"x7 qM6 2421 0 "J"Mum. 17=771 Icon AIIhoUj
or cont — "'a —1tri Of K,P, 0 k�ee orcce
a snap sections Z X8 sms %2 srnb-M_ z, I 1;Fe brace To soon trom pan
2"x 21, 1 3,4 min Spacing tot)es
la 4 X Ij SN*
I"x 2"a b "tehed to 1.ME! i -
-so
w/2 N*10 1-1/2"SNIS laximum qs:6
right heights
0 SMB 2"x SMS Post See Tab 2 M Mi M '0 P P 0 V 5 'Ae wall' _,�on ue framed
0 M (plate Inj=,T11SnPLAI`4 OpI peorntria can be
�rriatlest extrusiorti ed in soon
NOTE Screw patterns are tot general ioq-ctj&n and spacing and r r�rr '2 x 0 04
2 Channell ;" NOTE Sc f tables tmin 2`t-s-c1]c`A
0 N*lOx3/4"SMS .3/4"oc min upright required to achieve morne�nt connection The x I.w See Table 3 for r-irrier 'he co;nec"V 11
, 'jq
notchea smb it y nV
center column of screws should be*Ieted whep No of of screws Per connect 1992
1 0 the shown some no and
DOSSIb e screws reguirea ancleveryoth,'Pir scr.of forfirtherdel SWdlpfiel
finp L
BEAM TO UPRIGHT CONNECTION DETAIL N' I BEAM TO UP?RIGHT CCNNECTiON DETAiL NO 2 TYPICAL SIDE PLATE CONNECTiON DETAIL NalackRvill�5iorj;r ""1 9 2 00 2 3 6
2"x2" AND 2"x3" KNEE BRACE CONNECTION DETAIL ALI. INFORMArION ANU DETAILS CONTIAINED ON TIIIS DRAWING IS T14E
PROPERTY OF LAWRENCE E IIENNETT I
NOTES FOR RIGID CONNECTION OF DET-AIL No 1, 2, 3 OR USED IN ANY MANNER �ITIiOUT Hl&AND MAY NOT BE REPRODUCF.r)/coptFD,
IS NOI VALID WfTIfOI-T '1,. IIFNNFTT'- WRITTFN PERMISSION. INFORMATION
A MASTFR FILE ropy HFILONGING 1,) . SIGNATtiRE AND EMMORED SEAL ON
I 2"x3t' Upright must be notched to reach too of t4eam to achieve rocid connection 'TIIF PERSON USING A roily OF TIfIS.
2. No of screws must be as shown socicing 3/4"It 3/44"'min spacing an
4X9&Q!VII12 Xjgj pMoggg C pattern may vary,
4912) "91412mix-9 Lt99A meoml! 0@2 T-6 LIJI&Q1 3 See Table 3 for No of screv6s and minimum size&f upright/beam connection
2.- 6" 21z 31z 0.050" 2" 1111-CRAXIIIIIIIII. W/ 3-0 jo/ 1/2- ItActl SjlDg 4 Hex head self topping Screws are an acceptable s4stitute.for S M S ILAWRENCE F. BENNETT
TO 31- fi* 2'2 3"Iso 0.030* 2" X-MI111111111111L W/ 3-0 to/ 1/2- BACK BIDS CIVIL ENGINEER B DEVELOPMENT CONSULTANT
TO 41- 6" 2,2 iss"s 0.030" no" om Oyu 111184111.111 1 U1111111114mr Sail PO. Box 4368 South Daytona , FI. 32121-4368
TABU 3 FOR *I & SIBS OF gj.jtM
TO 31- 6" 2"x GIR 0.050, SAM AS AIMS tooti. SP Phone no. - (904 ) 253-9960 —
DRAWN JU L IS 1992
LW8 MET OF
Fs 2
SEAL
pt,
Attach the above L's to fascia througlit' EM6"R ALVMLKtM 604 1L-§_ALL0YS TABLE 1: �09!1 E-OE �!_OttKelltg H01 *M ��RICHTS
6 ALLOY6
Fasten Su S.G.wl 2 3/8"logs So,L min 2"bitte SIZE MIN. up IGHT SIZE MIN. *, SIZI OF SC%WS REG-D'
,perGutter to fascia ALUMINUM 6063 T
with Wx 1/2"laq w/washer USING SCREEN PANEL WIDTH -W- FRO14 DRAWING SELECT SPAN _L_ SHOWN ON DRAWING BEAM R
2"X 2"A 1/6 2:x 4 8 10 X 1/2" D%DLE SHEAR
1 3" 2:X 3"
2 4 2 1 31, 5 S 10 X 1/2" D%BLE SHEAR
1/2"PVC SCH 40 angle clip each Attaiph ea angle to S.G.hp w/3 N*8 MAXIMUM SPAN 'L' 3-
side of uoright 1/2'SMS. WIDTH _W_ 3- 4- 1. V 7- 1. 1. 1., 1.. 2-X 6 S 110 X 1/2: D%BLE SHEAR
�LL 2"X 6" 2"X 4" 8 S 2 1 1/2 3G�JBLE SHEAR
FERR LL(TYP) and 2"x 2"with 2 S MO. ulau-412" 2"X 7" I"X 4" 12 # 12 X 1/2" D%BLE SHEAR
0 IFASCIA 4 N*8 SMS ea. Add C�Z"onqie to bring gutter Plurn& I'X 2'x 0.040- V_ 4" 1.- 1- 7'- 3- 5- 7' 61- 1' 51- 9' 51- 5-
0 1 1 2-1 0" 2"X 4" 14 # 12 X 1/2" DCRIBLE SHEAR
leg SO.side.
2"x 2"x 0.040' 12— 6' 10-10- a,- a" 131-11" 8- 2" 8- 2- 2"X 9* 2"X S" 16 # 12 X 1/2" D%BLE SHEAR
option to above 5 REFERS T2 Rgly §-IRE-3 2E !HE 90NNE9112t QE TI!K HfAm & upRicHT
2'x 2'x 0.050- 13'- 0' It'- 9- 10'- 7" 9— a 91- a- 8- 5- 7-11- --- - -------
SMB 3/8"x 8"Log with washer o"gle,use 4 N* CD Truss tail
0 V-10- 9- 2' sl- g-
ot each beam arid one at lox I n'MS at 2'x 2"x 0.000- 14'- 9- 12'-10- It'- 6- 10- 1
each mod span. inter al screw 2 x
bosses 4 ea. 2"x 2 2'x 3-x O.OSO" 111-11- 14'- 9" 13— 3- 12— 2" It*- 3" lol- 7- to,- a',
side 8 total.
1%2 Cont. along Super Gutter with 1,1/4 sEtE_tA_T_LN_q_8_LA_m4 IT- a- is,- a-
It 1-1/2"thru bolts Vo.c.into SuperGutler Use I N*l0x 3" 'N 5"Euper Gutter _-X 4'X 0.120- 27*- 4" 23*-10' 21— 4" 19— 7- IS*- 2-
Ig SM S at 24 2,X S'x 0.154- ----- 29'- 9- 27*-It- 25— 1- 23— 7" 22— 5- 21- 5- SLAB DET,�AILS aDDRESSIT%G ERCS�_ION
% x 2 oriole clips with o.c. balance of 2-x Vic 0.135" 32'-10- 29'- 6" 27— 0- 25- 1' 23— 5' 22'- 2-
/4 1 hf�u bolts each side of beam 2"x 2"to 3,g.
conne-tion Super Gutter to bi�,attoched
first w/1-3/18%8'w/1/2"0,,c 3/4 fascA9 2'x 7-x 0.130- ----- 35'-Il" 32— 3- 29'- 1- 27— S" 25— 1- 24'- 3
inside 2"x 2'.'
Locate closer clips ferre17 V 2'x S-x 0.224- ----- 46'- 0- 43*- 3" 39'- 9" 36*- 1" 35'- 4" 34'- S" 2' Min
wherl.desired use N*8
SMB CONNECTION TO SUPERGUTTER x 1/2'SMS ati-1/2"oc.eo.so. ER GUTTER TO FASCIA 2'x 9-x 0.224- ----- 51'-10- 46'- 9** 42-11' 39*-Il' 37— 6- 35'- 5'
ALTERN I ATIVE SUP 58'- 2- 52'- 4" 48— 0- 44'- 7- 41-110' 40— 1"
1/8%1%SuperGutter I W"Luse 2 L's/beam setond :"x4-3/4"x3j1QA 2 x S'x 0.310 ----- slope
IL per mid span a.SuperGutter beams see below. A"thk L us,'�L3/ SNAP EXTRUrWIN5 9- 2" a,- a" a,- 2- 3-1
4- 2%2"or 2"It 3"or 2"x SMB Post I boom set end ILL/ Vic 2'x 0.044' 14'- 0" 12'- 3- 101-11- lol- a-
l--,I- ..W mid.3P0Ce of 51M st 2-x 3'x 0.045- ----- Is'- 1- 14'- 5- 13'- 2- 12— 3- It'- 5- 101-10-
2%2"It 1/8"angle each side aftach to post and Locate closer '__JF 2"x 4"x 0.045- ----- 20— 0- IS'- I" Is'- 6- IS- 3" 14'- 4- 13'L 6-
Concrete in accordance with schedule. clips where Truss 1010 2-x G-x 0.0154- ----- 32'-10" 29'- 6" 27- 0- 25— 1- 23— $- 22*- 2-
desired use 1, FLAT SLOPE/NO FOOTING
NOTE No footing required except when ground N*8%1/2.. 2"x SM8 a 2"x boro 2"X 7"X 0.076- ----- 31'- 9" 34'- 0' 31'- 2- 29— 0" 27'- 2- 25— S_ 0- 2 12
brourd struCtuna OS shown Doll. SMS at 1-1/2" -N"8xI/2"
o.c.eo.side. SMS 3/4"fl9scic
SuperGutter
It I l,,x2,,o,b. TABLE 2: MAXIMUM HEJ_GM_TS FOR_P0Oj,_SCREEM WALL MEMBERS-ALUMINUM SO63T:76 ALLOY§
'M_ SHOWN ON DRAWING it
-�04 USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN
MAXIMUM SPAN "H*' "'tilt
t1hk
2 x2 x 1/8" L clip each side of SMB Attach 1%4-3/4"x 3"lonq x 1/81'
WIDTH -ill" 4i S. _4
2500 psi conc.(min.)vfith with 4-N*8x 1/2 each side. L ttrough S G angle(if needed)and 00
fascia wl 2 3 1 OTIn 2"b,to see 10; EXTRU JDN6 a" I n- 3 Bojr Con t
6x6-IOxl0 welded wm. �B t1tTrStw/I_3/j,W4o.c -
detail 5 G to be 0 I"x 2-x 0.040" 51-10' 51-11" S'- 4- 4-10- 4*- 6" 4'- 2- 3-1111- MODERATE SLOPE FOOTING
POST TO CONCRETE DETAIL SELF MATING BEAM CONNECTION TO SUPERGUTTER 2-x Vic 0.040- S'- 2- ?,-It- 7- 1- 61- 6, 61- a- 51- T" 5*- 3- 2"/12" C-10'
2'x 2-x 0.050' to*- 2' 81-10" V-10" 71- 2- 61- a- 51- 2- 51-10-
2"X 2_x 0.060" It'- 1" 91- 71 8*- 7" 7-10- 7- 3' al- 9- 61- 5-
2'X 3-x 0.050" 12'-10" It*- 1' 91-11" 91- 1" a- S" ?,-$a- I- S_ NOTE Fiber mesnConc does rKbt
%LF MATIN __QEAMS require wire mesh
2'x 4"x 0.120" 20'- 6- IT*- 9- IV-11' 14'- 6- 13- S' 12'- 6- 11-10-
2'x 5'x 0.154- ----- 20'-Io- 18*-10" IT'- S' 16'- A- 14'- S_ 13'- 9-
6111— 2-x 6'x 0.135- ----- 24'- 8- 22*- 1" 20'- 2- 18— 8' IT*- 5" Is'- 5-
2-x I-x 0.130- ----- 27'- 1" 24'- 3- 22— 1- 20-- 5- Is'-
tft'
36*- a" 32*- 1- 30— 0- 27- 9' 51- 1' A 0
4 5
2 1
0 08 .011
6
2-x S'x 0.224"
9
2"x 9-x 0.224- 39-10- 35— ?- 32— 6* 30-11' 28— 2 26- 6. KFEP TH'S Pt4N V E TEEP LO PE FOOTING
SNAP URUSIONrj ON JOB D .. 1 -1
Spacing /2 Spacing/2 Spacing /2 31)ocinq /2 5 2"x 2*'x 0.044- to'- 5- 91- 1" 8- 2- 7- 5- 61-10' 6- S" 6— 1- 0'
Beam set spacing Becm set spacing 2': 3"x 0.:45" 2*- 0" :0*- 9- 1- 9'- 0" 8- 5- 8— 0" OCT 2 0 199,
2- 4'x 0. 45" "51- 1- 3- 12— 3- It*- 4" to'- S" I
5" SUPER GUTTER a Qiag &sb,71qgt?jjnSP
2-x 6-x 0.064- 24'- S" 22'- 1" 20- 2' Is*- 8- IT'- 5" Is'- jaCkSOJIVill, eCtio iV._
ANGLE LOCATION FOR 5" SLPER GUTTER REINFORCEMENT 2"x 7"x 0.078- ----- 28'- 8- 25— S- 23— S" 21'- 8' 20— 3- 19— /70
��OT904ions and capacities are based on worst
Pon roof attached with N*10 x 1/2"SMS at 6"a c Cosa Of Uplift loads due to wind velocities
composite panel 1/4"S S x panel thickness 1/2" 9 2 0 0 2 3
45- with washer and neoprene gasket 24 a c Pon Additional cable bracing
required when screen panel
exceeds 300 so ft additional ALL INFORMATION AND DETAILS CONTAINED ON THIS; DRAWING IS THE
roof beam and beam I cable/additional 300sq#t PROPERTY OF LAWRENUF E. BFNNFTT AND MAY No'. "fF mErRout,cro/copicu
4"Concrete slab OR USED IN ANY MANNER WITHOUT 1113 WRirrFN INFORMATIO
2"x2"support purins ISMNOT VA 1*1 U W I I"OU T Mr-GHENNETT'S SIGNArURE �AND FMAOSFD SEAL ON
A ASTER FIIE COPY RIELON ING 11) TIIF PFRSON U"414G A (01'N OF T!IIS.
2"x2"wrth I"x2"
perimeter member
(typ at 0
T'YPICAL CABLE CONNECTION AT SLAB 1/4::th u bolt and
1/2 P FERRELL,
at 24 a c.super gutter. 7 E LAWRENCE E. BENNETT
2"X V"or smb L "ies vanes CIVIL ENGINEER a DEVELOPMENT CONSULT.4)iNT
1/2"-- 2"x7 1.x�O�135" N- 10 Sms
ongl,
smb cutcn45*angle 'Comer cable PO Rox -1368 South Daytona , F1 32121-4368
VIC
Boitt C p,or SS for cable fastened per
e_nSIQIn reinforcement notes Phone r,,) ( 904 ) 253-9960
F- 2�x 2
1750 Ilb stainless steel cabj@ 2"x 2"with I' SP L
of corner enal wall L
2"x 2"chm ruil DRAWN SHM OF
�TWICAL CABLE CONNECTION AT CORNER FRONT WALL, DOW P_K)OF, SCREEN EW1.0'IURL. VB - 2 2 SEAL
SLAB DETAILS ADDRE'_:�_71NG E:�OSiON
NOTE I ber mesn copc does not
2' M.n J. 2500 psi conc. reauire wire ossn
with 6x6-lox 10 w'w.
Before mesh of fiber mesh 3 1/2 11 x 4 'p.?
slope typical all slabs. bolts with ------—_
�eaclef Side wait header fe rider wasneris Der 0
3 1 2�, h, cimed to i.2xO4 4 oanet across ime s!,u c rural
front and 24'o c
gowl min 2 ni,.10 x
': nsuiated alum
2 sms along the sides. root(walk-on)
i no 3 9or cant
9, 'p..t�0 Etar cant 11"x2"xO 04'ooen x"' -Header attocli
FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE Fli)OT ';G bock attriched to 2"x 2", �O post with trip
fro�t post with no 10 �011ow see span 2 1 /2
0- 2 12 2"112" iO lo-, T
I I X 2 sms max 6 tables header in msc r elow lbo's se s
;:Ost from each purlin and
24"o.c.
OR GLA§S ROOM I oil 2
TYPICAL SCREEN Cpair roll and k p. 3"xe hollow
lo t%. W/2 W/2 Side wall Durons 2,x 2".0 0 4 see span tables
attached to Jx2 hollow jali posts
Aluminum pan Existing residence- Anchor pan to channel with 3 open back with min
-. 10 x 1/2"SMS with washers wait purlin 2 n. 10.11/2",m, Purlins citactred
nd neoprene i in screw bosses. to Dos,s w-lm
TYPICAL GLASS ROOM WALL NOTES r ncnor x 2 pen gasmets/if of
0 Post attached to i i,n ?r.
bock ext with toocon 0 25 can 3"Pon 3 aluminum neocler
2" length uplift 370 lb. each I lor ircoof pan anchor with 3 bottom with min 1 1/2 in screw
space mox of Z'on cen m'..a.I-SMS .,In washers per 1 2 no IOxI i/2"in bosses
oof (Walk on or pan)over. /'.' if of wall. screw bosses.
/Solid r anchor to wall Oft 11 2' Front and 3,de bottom
n ,10 MS with viastiers
�oenioack
2"x —Learn and columns rails attached to conc
4"-2 2" 2'on center soacina anchor
S il I"x 2'A 0 04
with min 5/16"x oottom rail
b:om and column ora knee _�—rnax column spacing see
i -abies 3 8 4 2 1/4:' moson.gry
Min 2 x2"xO.040' '�/16"x 2 /4
b am with anchor clips ona
nclow (Typical) no 10 screws and washers. f qu Ck set of 6' from 'AClSqr0l`y OUICK set
each post and 24" at 6 from each
wi. Center door
height Max width 53" a c max and walls post and 24"a c
rough opening 62 Min stab width for s'aa an pi aced a min of I" rax
grade 3 1/2" concrete )ptional conc patio exist or
2"x 2" a h %N" varies cunc.slab on sioD on grade from edge of cunc
ick plate both sides
I 1/2' I".2"AO 040 -a select front wall beam from
'.2" 17"-24 Overhang varies 2' max. 7able use larger 'A"value of ANCHORING DETAIL
Slab 3 li2" n i 2"x—beam See Table 4 N12 or W12*0 h 75"t ,0019 cover
/Rigid insulation 14. IOx 112"-12"a c mex
NOTE: Aluminum frarne of winqow odds U S�E head screws */caulking
sufficient strength to 2 x2"ii See chart on top
frame L 2"x AV
columns.
i Alternate 3"
H" Fsob on grade. 1/4 x 2 long 1/4"thru bolt
I Max beam 1"Al"cr-s lax ifA�1411 I'x 2" 1 1 1 ag bolt 2/oost.
TYPICAL SECTION GLASS ROOM spon table brace. hght� 1 2 _j
Aluminum cclstina z Post 3'x3"xC;25"
varies no max.(Elev.slab or on nsert
Solid roof:Structural or pan. 12% 3"x 310 5 H 14 RISER PANEL
WITH INSULATION AND COVER
Aluminum sheeting both sidep 0,024" wail thickness Typical screened patio with metal pan roof. Typid�cl front view fromorg
minimum. If required opt.odd.2'x 2'x 0 04"he cider.
' requwed if ccnnecting window directly to header. All spans are max based on wind load 1205 of _,SBC �988/'89 Rev
at
W1nd0Yw framing NOTES install rigid boordfoom insulation into aluminum root Dan
can Offfach directly
to he%der 3/4" Kick plate U-bead around sheeting 1/8"x 2-t/1"a,3'*roll Cover insulation with 019" protector panel with overtopping searni,
-�r `6 c
X—extrusion NOTE�S?lf toopino 'crmed r eiv,nach nsulaition Comet small be ctosea-it&i P,um:num end coo to secure
no.Sx-1/2"SMS 3/4" 16"on center. �er scon table �,Px neca screAs ;'Chcrea to mobilis nsulotion piacement and to discourage!me nesling of wildlife onni ,,4' t,irj colt
I - �:cceptaole all iln �['!;Jx �,r insects
3-1 /2� r.josms for SMS/wosn -_�,4 �,M S
I x 2" extrusion into screw slots with washers Proclector panel will be seCUred by no 10-I" stainless steel
See sheet 2 into truss butts screws with 7/16" head wasmers
Vinyl or glass window,install per monfacturers specs. 2"x extrusion for tables on!j no 10 x 1,4'rna-sonry
per span table 3/4"'-MS Screws Pattern -,hall be a �2"on ni i Perimeters and 24"on anchor per res?
Contra ?or between truss center field on each panel anchored to concrete
no IOSMS shall verify =
3-1 2 butts qt 12"
Into screws siots a c Anchor pan- Aluminum end cap will he attached with 5 no 8-1/2"!tainiess.
Aluminum sheeting or vn lions of the to ch.annel with steel screws
.jl on both sides foorn !me construc-
tertur optional U be and anchor some s Min 3 1/2"concrete m. iOx 1/2"SMS
above Aluminum sheet"shall be 0.026 moDile home
slab with 6x6-IOxIO is to be at 6"a c and too Seal all screws heads with butyl rubber couixing ALUMINUM CONVENTiOrAL CONS-TRUCTiON PORCH
W.WM. or fiber mesh. attached to of pan ridge.
POST CONNECTIUN
GLASS OR SCREEN ROOM POST TO COMNECTION TO EXISTING NOTE -3niractor �haii croviae verificct,on t"the
�osf structure is siruc*urailv comparable to 9 0 2 6
BASE AND POST '10 BEAM DETAIL MOBILE HOME the structure shown I Mobile home or conven- ALL INFORMATION AND DETAILS CONTAINED ON T11l1IS DRAWING IS TTIE
tional constructional) PROPERTY OF LAWRENCE E. 8FNNFT-I' AND MAY NOT,, 13E REPRODUCED/COPIED.
OR USED IN ANY MANNER WITIHOUT 11IS WRIMN PkERMISSION. INFORMATION
19 NOT VALID WITHOUT Mr. 8FNNETT'S SIGNATURfS AND EMBOSED SEAL 0.4
A MASTER FILE COPY 9ELONGING To TIfF 11-PSON ti!9ING A COPY OF THIS.
Aluminum attachment 31 12" concrete siab 6x6-IOxIO ,#W.F
2"x 2"or 2"x 3"or 2 S.M.B. post. or fiber mesn concrete
2"x 2"x 1/8' woe each side attach to —73-1/2 P-
post and conc.according to schedule. LAWRENCE E. BENNETT
Visquene vapor barrier und0W slobs having
NOTE: No footing required except when structure above.
ground around structure as
shown adjacent. Well compacted clean fill ov#K sacrificed CIVIL ENGINEER DEVELOPMENT CONSULTANT
IIF 11 PSON
I'SlIr A COPY OF THIS
Stucco where natural soil. PO Box -1366 South Daytona , FI, 3212-11-4366
I"x Z" 0.8. available. Concrete filled block stem v0011.
6"1 Phone r10 ( 904 ) 253-9960
6"x 12" concrete footing %p,th I no.5 L
cont. locate on undisturbed r'll"illifulail so'll- SSG %J LiAL
2500 p s.t. cone.min.with 6x6-IOx 10 12' j
welded w.m.or fiber mesh concrete. DRAWN
ALTERNATE UTIUTY SHED RAISED PATIO FOOTING SHEET I OF 2 SEAL
FRAMING POST TO CONCRETE DETAIL LWB
TAII.% !: MAX.
TOM 2. mx. gigge §pm9- rep BIGNI-91 ii 9WS R22N 6063 T-6 ALLOT W + OVERHANG;'Olt 'W'
GLASS ROOMS (PANB) A&UL11�11�UM INvUjTFj,STAIIlOAR" FOR SPAN - L OW'DRAVING USE LARGER OF: 'A' -
TAB MAX. Roo? SPANS FOR _Hl*� H-25 ---j-.5-8 EPS CORE P19"M! BEAM SIZE EXAMPLE: FOR "A"� 5- + 1'. 6' Go TO 6' WI%TH -A"
ppqMY BTANDARD! 319liva, bvivINGS -u-jibs-oi- �L -g-900ii-OVDIRAWINGS - v. LOAD 110 M% W� LqAD'
ALUMININVM qqqP_2§jT_§ U99 H
PAR SIZE ROOM AS SHO IZE "W" A 2, 0. N. UP tqI!_
-ij j6_6 -V 2� R_- PANEL 3 0. H. il 0. H. 7'
iTi.i _X 0.022 a- 2:1 !!"1 0.024 IH .::- F - 7- 7-
-6.:- b. i - i: 10 10, 1. 6
7- 7:: 7 95 MPR i7-LbAD 91- 2. to*- 7" 5-
Ito MPH W. LOAD 4 0. It" 91- 2' 5 T: :w ii;
W
7 A
0
6- 9. 7 7- 10" Ito MPH W. LOAD 6'
120 MPH N. LOAD 3- 7- 4:.- 5.
i
120 MPH W. LOAD S. 4-- 9"
11-1 0.026 4- 6" 4,'.- 2"
�S"X 0.024
5., 11 - 7- 12- it"
-95 mpjj i_.-LibiD 3"
9S MPH-i. Oi7D i"X
110 MPH W. LOAD 7- B" 101- 5� to- 7' - to, 4- a"
7- 101, 15 2
,.- I. Ito MPH W. LOAD 7' 9- 2"x _"Ag�95: EXT
120 MPH W. LOAD 120 MPH W. LOAD 91- _=__6 -
77- 4
6-
12-1 0.03 ___9_7-_6' I.X 48"X 0.2?2 6-- 1"
6-
93 MpR-iii.-Lbil) S.- 10" __4 5_MPH W7 LOAD It" 1. 6- 2" '3: 3 % a-
110 MPH W. LOAD 71- lo: 1.- 3. 1. it,- 5"
7- 3 7- 6" 110 MPH W. LOAD to- 7" It- S. S.- 9.. 5
120 MPH W. LOAD LOAD i.,:: _ 11. !"- '.. :- '4:: 7"
2.�"j 12"1 a D12 170 MPH W. 5- 2-- %
9:_ - - to'- 6" 4"X 12"9 0 jg?� 7:-3r-I j-, to,
qj MPH V. LOAD 1 9: -_j5_ApH W. LOAD It- lo- -----------
Ito MPH w. LOAD S.- 2.. Ito MPH W. LOAD a.- 3' to- 6" a" 5.-
120 MPH W. LOAD 1 1. 7-- 3" 6-- 811 66- 2"
!.a-; 17-X 0.02 120 MPH W. LOAD 6- 2" 35- a"
D t§--X 0.032 1..
-i.-L64 - 0. 7' 51- 55-- 4"
93 MPA 13- 5" 6- 4"
10': 3' to- is- I" I
110 MPH W. LOAD 9- to,- 3" 195 PIPR i 5- 55:: a"
9. 5. 10 MPH W. LOAD 12- 10" 12- 6- 9. 51- it" 1.
120 MPH W. LOAD 120 MPH w. LOAD It-- to' 121- a- 10, 5- 5- 2- %
12-1 0.032 1;1. 13- 2" 2.0 # EPS CORE DENSITY 3"s 1:�_9�05"_EXT_ - _6
93 MPR_v._L6iD 5 7" 121- 1" Et!T? 901M_9119 ?8NELS 3105 ij::!4 _ jHOjM bm DRAWINGS
Ila MPH W. LOAD 7: to-: 9- it,- 3* PANEL SIZE R66M jp4j . "W- AS 0. H. 6. 7- 6- 5"
i2o MPH V. LOAD to,- NO 0. H- I_, 0. H. - 1 1. 15'- 6-
2.x 41 5: 7- '5'- 2-
i7"j q�03 15-:_ 1;.: 7- 6- 5 -
M -i. LOA 121- it" 5 9 5_kPH W. LOAD 141- 14- 5-- 3" lo"
.9� PH 9. 11: 14:- 7:
110 MPH W. LOAD ill- 0 7" Ito MPH W. LOAD 1 13- 3" 13- 13- 91 5- 5- 1). 6'
120 MPH V. LOAD to.- 10' 120 MPH W. LOAD 3 - I -------i-_-3�; 10,
2.11 �S"X o.qj2___;F_ 3:! 2-2
12*X 0.242 7" 141- It" - _--iz - _ ___ ___ 1. 4"
93 mpk-i.-LOAD 14- 3. 95 MPH W. LOAD 1 6" 16- 6:' 1 5: 1.- 3" 7.
110 MPH W. LOAD 13- 1" 13- 9" Ito MPH W. LOAD 15:- 1 - a,
W 1 12- 9" H V. LOAD 14 - 6' is- 3' 5 3" 6- 0- 4" 7- 7
LOAD 12- 1 12, 120 MP 7 7- 61- 5**
120 MPH 48'.X 0 a, 7- 9" 2-
j!j_f4PH W. LOAD 16- 6- 16- 10- 9. 7- 4"
NOW- -WMS"HOWIMO- D)RAVINGS 110 MPH W. LOAD ;6,'- 5- 15- 3" 15- 3' to* 7- 1.. 6- 5- It'
1.E --- H. 2' 2� 15- 2' 0.05" B _37-----------
i-; I;- l2o MPH W. LOAD 2"._3"._ _TILT_,!AM
7- 13- 3"' 4"X 4o"X 0.0?2_-- 567-4- 51 7- 1" 7- 1
0. 121- 4m' LOAD 18:- 5' 6: 15, -
Is- 21' is:- 31* 7- 1 6 - 7
W. LOAD 11 a" 110 MPH W. LOAD 1 17 - 3- 7 7 D" 6- 8" 6- 2"
16- 9" 16 - 1- 7- 3'
a.5-1 11-1 2.02 16- 3% 12o MPH *. LOAD --- ------- 8: 6-- to-- 6- 31' 5- to"
_qj MPH-v. LOAD 151: - 1 6.11 48,11 0.926 22- 6' 9 5- 1 1 6-
110 MP v. LOAD 11, 4: 14- 10". 10, f.,- 6"
- :: 3- 10' MPH W. LOAD 20- 6'
H 3 1 2o,- 3*'
1 20 MPH W. LOAD 13,- 13 - Ito MPH W. LOAD 19- all 2"F34 ?,_0�05'_'_TILT BEAM--------------------
7- 18- a" it,- I" to,- 13' Q 6"
12-.1 2.232 1_v_ Iv 12o MPH W. LOAD to- 3" a,*
6'
95 MPH LOAD 161- 5.: �@-X 0�q 3 2 Z7-7-7 7-5; 15 B"
I to MPH W. LOAD 15- 0' 15-- 2: 5. 95 MPH W. LOAD 24:- 5 221- 8- 7: 9:_ 16" 8. - 1.
4- a 14 1. 7
1,2?XPIPH V. LOAD 13- 11 1 - Ito MPH W. LOAD 22 - 4 8 - a.:
20.- 6" 21- 7- 7._ 1
20- 17 5"
17- 120 MPH w. LOAD to, all 7- 3" 6- 9-
95 MPH W. LOAD 16:: 3: 16 - 7� ILE 2 OR 3 +LENGHT OVERHANGS
11 16': 5:_ 5.;" "W" FROM TAB S of
0 MPH W. LOAD R W��K ON RO F
12 5 0 1 TOTAL ROOM WIDTH tX tEgUiREMENT ED MPH WIND LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR VVALXOW R9QF
a PIPH V. LOAD 14, -5-fiON-viND LOAD E Egus-LiVE LOAD F 120 -0 __ - -
_-ION OF R06 FAYE�_- CTION OF BEAM FOR WALK RO-%k.
-60 jijb Ldil) FPR 99�991--- - ---f USE THIS COLUMN FOR SELE
rggtj -Lg 2 qR �is REA 99
- TOTA Room -"W-" _ 2 ± LIHIGHTS PE 2, --- q---i - -_ ____ MY -
TA§�g 1,. MAX. ROOF PAN SPANS FOR GLASS ROOMS Felt SCREEN OR GLASS
A�gnjNjNbM ALLOY U-28 9? EQUAL Ylg�P 11� 38-000 L- MAXIMUM !!E;9M --
po L _2__
PA14 Sj?E qR if� ol� DRAVINGS' T=§6&W16
SHOWN ON DRAVIMG
DRAWING SELECT SPAN 'H
12- I-qI USING SCREEN PANEL WIDTH'V" MAXIMUM SPAN "N" 60. 78,
gs PR 3" 12- 5- 11. 6_6: 72* -
10 MPH w. LOAD 12, 12- cp" WIDTH 'y" - t2_ to_:
I 1- 4" ill- 5"
l2o MPH W. LOAD Ln"roms 5, 5.- 1. 7*
0.031- 6"
1- 151- 3 14.- 44" 1,2 2"1 .04-- 6-10" 6- 7'
9" 13- 10:
110 MPH W. LOAD 1: 12- 0 13- 14 I'z 2*x 0-06" 11- 3' 7-7- 7- 1- 6- 9' 6-4"
120 MPH W. LOAD 12
----------I v__�_ I- 7-6- 6-9'
2.9"1 12"X 0-0?6 5. LI) 2-x 2*1 O.D4" 9- 2- 0-- 6' 7-1
qj MpR_j._L6AD 11 - 6" 14- is" 0- 2- 7-11" 7-6- 7- 2' 6-11"
110 MPH w. LOAD 14:- 1 14:- 1 3-- .7" 2-S 2-, 0.05' to*- 1' 9- 5" 81-10,
1 20 MPH W. LOAD 1 3 - 0 3 2"1 2*1 0.06" It,- I- to'- 3- 9- 7' 9-- 8-7" 8- 2" 7-10' 71-6'
3. 0�2 �17--
011IM13119L - 17- 4- '93.. 7-11" 7- 6- 71-
gi PH W LOAD 16'
10 MPH w. LOAD 15- 15* '1 3,1 2"X 0.05* jo,
7" 14, 9. 15- 9- 3- 8- a- 3"
120 MPH W. LOAD 14 OF A�BHANGS - 1. 0- 6' 9-11" 9-6- q.- 1
TOT61. ROOM WIDTH - -w- FROM TAB�E ? OR 3 +L1MGTrS -i* QN RQQF 2's 31"it 0.05, 12--lo" 111-11' 11. 1 - 9-- 8, 9- 3"
MpH_WiND_LbAD EXCEEDi-LIVE LOAD R9QU'R'Ai_i;i ?QR "L__ - 8. 131-8* it- 2- 10-6" to'- I"
OP - _2 5_p6R_§EEEET16N 0_F j66P PiME�z 2'x 3'1 0-07' 13' - 1
U49 gRiATER Wiib EQ' MWIES THE MAXIMUM SPAN In EX,,UIOW VILL SPAN WITH CUT ANCHORS RECOMMEND WALL
I INTO EACH SIDE OF
ANCHORS NO LESS THAN 2' O-C- AND ANCHORS CONCRETE DICK IrMIN 6'
UPRIGHTS AND AT 2' O-C- ALUMINUM vINDOW FRAME AND THE 57'PUL-IORAL
NOTES: 1. GLASS ROOM: TEE ADDITION OF THE NOTE; ALI spans and CopoCItIes are based on worst
SUPPORT ADDED To THE UPRIGHT by VINDOW AND DOOR FRAMES ALLOWS GLASS ROOMS co3e of uplift loads due to wind velrjcities
MINIMUM UPRIGHT AND WINODy WITCH SUPPORT OR 2"X 2'X D-a4"
ON THE CORRESPONDING
13E FRAMEO USING WALL BEAR AND UPRIGHTS ASDSHOVWSTUBS SHALL BE ADDED
EXTRUSION FOR THE FROM .04*
DRAWINGS AND RELATED TABLES' ADDITIONAL I'X 2" X
UNDER THE VINTOW Suppoirr RAIL. 2 6
ALL INFORMATION AND DETAILS CONTAINED ON THIS UVRAWING IS THE
LOADING AS SCREEN ROOM APPLIES. LIKE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE PREPRODUCED/COPIED,
2. VIMyL ROOMS: THE SAME SITUCTIURAL I Ill OF 65 To 70 MPH. ON OSEH IN ANY MANNER WITHOUT HIS WRITTEN PERMIP§SION. INFORMATION
SCREEN THE VI1ffL VILL BLOW Off AT WIND VELOC IS NOT VALID WITHOUT Mr. BENMETT'S SIGNATURE AVV EMnOSFD SEAL ON
A MASTER FILE COPY BELONGING To TfIF PERSON USINfG, A COPY OF THIS.__
CONVENTIONAL HOME CON'STRUCTION
lik MA F AREA FOR ALUMINUM POST FOR A HOUSE POOPCH
OLE 1: X. Roo x (W/j + O.H.) LAWRENCE E. BENNETT
FOR ALLOWABLE ROOF AREA USE -AREA" :.52' THUS: "AREA" -,. 56 SF
EXAMPLE: 'S"- "1* , wo;.12'. & a.". VARIOUS TYPE POSIT IN SF
POST TYPE MAX. ALL ROOF AREA FOR Ty( LOAR� NT CONSULTANT
3... 1,.O.o6O:_§9ALLOPEV-_ PESIGN LO4DS_AND.VIMD VELpCI_UqAI) CIVIL ENGINEER 5 DEVELOPME
post_m&---- e2ST MAX UP TO 120 tp_� !mg __ j
-OF TO-11-10- 8.760 167 OF --------------- PO Box 4368 Sown Daytona , F1. 32121-4368
"S_9.2�0" ggLL _81i----
Phone- no
UP TO 7- 9" 10.000 -------- ( 904 ' 253-9960
j-- 3"- 0-20"_1V@F----------------------771-sli-----------
UP-TO 107-10- 14.5150 ........
0.115" -- ------------
-00 To-I --------------370 SF
3". 3"x SSG
-----------------44i_if-----------
9.. 26,190 DRAWN SHEET 2 OF 2 S A L
LWB
SLAB DETAILS ADDRESSING EROSION
2' Min. NOTE Fiber rfresh COnc does not
requires wire mesh
Before
slope
3-1/2"-
3 3
fluted post
D
Poured conc i
5/8"X3 1/2" Boll,
n. 31 Bar cant -0 \ L_--i-- ;i,
I n..4 Bar cant 24
i W 80 lb 2500 Sockcrete
FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP §.LOPE FOOTING L
0-2"/12" 2"1 12" 1'-10' r-to' ISOLATED FOOTING 3%3"Base�
Do not block fire 4"-T
exit window. 16
PRECAST PAD a SACKRETE
hed
8,,x I� utl!lty s k0ternate:
2 x 4 2 an center. Wood frome shed 2'x4' Wood frome shed
a c. pressure treated 2'x 4'
PC pressure
Anchur with pithe plate anchor to Anchor with treated pine Plate
3'-0" heoder ch concrete with 1/4" header ch anchorto conc wl
Dyno bolts 4'oc uplift 1/4"Dymbotts 4'
str 1613 41 /bolt OC UP",str.1613
Overhong varies L
E
0
2"x Front wall beam
select L trom table I Front wall L--orr(I
0 select L from
use W/2"#O.h. -0 E table Iuse"A'xW/1g*oh
0 9 1-i I
0
E =
W E Mid soon beam Front wall beam _W I Midspan beam
C select L from table I select L from table 1 .5 1 sele5t L from IMP*
u "A" W/2 0 h E0 use W
Z varies se"A:'=w use 0
>
(31
L z5 Sh.d.n
T
'T, 6S TO%
�e le Pit
0
i� Shading
3 %3 Fluted post max,
W Carrier Deam helect
";hodi Type I
41 4" 12'for 120mph ng
_j
wind
Fype I I Denotes from table I use'
"A" D/2
Denotes Mon 2rkai i exterior
,iterior post roof
post
:.Potted to UbjA area see
r1ost Max Mid beam 5elec4l
raof area. I.,
. :,. . Table 4 f.ArqT tattle I ustE
See Tolb 4 1 1pbst onchdrAd-td-1): W
Shading Type
..... .... ..
SINGLE CARPORT
...... ....
See Table 4
W W W
i I W
See connection detodN'I Typical W/2 , 'A, I WP24oh W/2 i— W W/2#o h Ch
12"x pan(see charts)use "W"to DOUBLE CARPORT WITH CENTER POST DOUBLE r_ARptQRT WITHOUT NTER POST
select pan for required span.
3"receivn nnel 2'*x —mid span 3"re reme 1 2 x mid par,
"''" r I.
'24p(,n(se
30 Pon I
w/%Cho C ri� I.'par,
All beams,pans anchors -n..8XI" beam see s m le soon anchor v/ I be. e
n
hee't SMS per foot
and fasteners are I-,' tablme ie
m SMS per foot. table I s
sized for 120 ph
I See De
windlood. fail N'2 Typical
E E
0
0 s. See ch rij to roof See chart for ro�Pf
For:front boom use a r
.1 W/2 .rt:M 2 3"x3"xO.O5'post
tZ )T
A"a W/2-overhang Aluminum beam Y PC "xO.05- 2 panels 2"x�
L for"Vii,W/4 4 ah, Z carrier beam. Past carrier beam See Detail N*2 Typ
0
0 Structure grade E E
E thermal ply with 2500 psi con(,,ele Space max a, 2500 psi concriate w/ Space max
0. lob vinyl siding. 2"x 2"xO.04 a turn or f with 6x6-10i IOw 6x6-I0xlOww rfrle0
2"x4" 24"o.%;. X mesh over 0.0015 4" See footing detail
Ptp 4 over 0 006 mii v(4Quene
o
Shed is three framed W mil visquene 3".3 front post r fiber mesh-.
wall atfootted to 6x6-IOxlOw.w. T
mobile home. mesh
W, varies 1!�g`*� Bolts for
2 x 4 PTP plate.or varies varies 0 0 2 3 6
NOTE Contractor sholl provide verificction that the
3/9"Dyno bolt 4'o.c. host tructure is structurany comparable tc
SECTION THROUGH CARPORT SECTION -fOROUGH CARPORT the sstructure shown(Mobile home or conven- ALL INFORMATION AND DETAILS CONTAINEII) (IN THIS DRAWING 1.9 THF
PROPERTY OF LAWRENCE E. BENNETT AND NAY NOT HE REPRODUCED/COPIED.
0.006 hill visquenis tional constructional) OR USED IN ANY MANNER WITHOUT IIIS WA;iTTF.N pFRmI.qSjON. INPORMATION
vapor barrier. See connection I SMNOT VAL J1:)EWCI THOLIT.Mr. HENNETT,9 "liGNArURF AND EMBOSED SEAL ON
UTILITY SHED AND CARPORT Notes! detail. 1/8" .2 1/2 or 3"rot! A ASTER F OPY B LONGING 70 THE IPERSON USING A COPY OF THIS.
1. Anchor pans to NOTE-Sel, Toop.n',. tormea receiving Ch
WALL SECTION header ch.with 3 rl�x heco scre aricnorea to mobile
with washer and
tabie
n.. 10 x 1/2"SMS Ji accer) Oi,! with Zr,. I0x
for Smsiwas,! 1-3/4'SMS
neoprene sea wiln washers
Alternote utii.tv sheo tromiN oy receiving Ch 0 stuo s w t',h Spe snee! c truss pull
I If x Beam oncno, LAWR "- NCE E. BENNETT
extrusion 2', 2 x 1)04' n.tO x
w/Ck 2'�04 2 Ancrior pans tc n. Ox3-1,'2'�SMS ',y tooiez
otote ancnorw/i/4 -C I".." roof beams with 2'y 4" �/4"SMc
0 1�
eaual 3 n..ICIX112"SMIS tuds sonite sioin; 't,6— J n-7ween-truss
extrusion Toocon drive PinsOr Ma
or eauct Clnircc'.
"U i's n.i�*
er%�on—Iobie goch side of post and 2 o M3, neoprene seal If S c-. Anch�r r-!V:' F_1*'JGiNEEFR -5 DE%/FL0Pi'v*FNT 'ONSULT4NT
with washer am� 24 riall ver
11 PC typ., 2'y4'i PTP plate Ine CO'Strij -4368
-I 1/2" n. 10 SMS of beam 3/61L x 4_1/2 -ions of it), channel with PiD �s,,D 436E ou 1� Dovicnc ;71. 32 1 L'i
into sUews slots 3.Anchor column 1c. D".boits Mobile nort'l x:/2"SMS
concre-ie floor and too Phone n c 904 7it-5-0960
is to Ve
J4
Min 1-1/2" conc.s!,'- with 2-1/4"1 3' r age L
arrocnec) !C
with 6y6-IOX10 WW; Dyna-boltit 1ACP
c r hoer-gioss;with wire 4 Anchor colurnntc� 25X,psi con.vvi: J4L
mesh base Plate will; 2:n..59 bars con! DETA:_ N' DRAWN
LUMINUM FRAME !=OR UTILITY ROOM POST TO I -1/4'SS bolt Corqr,',�.ZCTIO', --'-) EXiST;',,,_ SHEET OF
BASE AND POST TO-BEAM DETAIL SECTION THROUGH I_TiL7'-,' ROOM, MOBILE HOME LWE 2 SEAL
SLAB DETAILS ADDRESSING EROSION
NOTE: Fiber mesh cionc.does not
2' Min. require wore rrnesh
Before
slop. L
8
X
i no 3 Bar cont. 8' 1 n..4 Bar coni.
FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPF FOOTING
0-2*/12' 2"/12" C-10' >I'-11,0,
T11
i NOTE For beom
soon,length "A"
for Table I ,
eauals the larger
of A, ,W
A, -W/2*OH
0
t
E
W
A. x A-W/2t O.H
AIW/2*0.H
Id
Shading Type I
denotes max roof
I crea for cclumns
d f ings Too 4 a 5
....... an Opt
...........
Overhang
W
W varies
,31
12 slope 112 stooe
1/2 j/2
W" for P)n size W for pan sir*
,see table ;? after see table 2,ciltor
computing "A". cornouting "A
largest volie largest value I
RT
FRONT VIEW DOUBLE OR SINGLE, BAY CARPORT END VIEW SINGLE 3 8 5 4 -1
See Table 2 aluminum pans
varies 3
& 3 n..8 S.M.S. with washers (per 12" pan) or 4" on center max �iuled post
6-1/4"x It 1 1") with washers I pier 4'panel) 8 on center.
5/8*x! 1/2" Bolt
See Toble 3 frr number of bolts. 7 TD 2 4 80 11 2500 Sockcrate. 9 0 0 2 3
ALL INFORMATION AND DETAILS CONTAINED ON' THIS DRAWING IS TH
For beam and post sizing consult schedules Poured conc.—E-� 3"x 3 Ease. P:OPE:TY,OF AWRENCERF.IBENNUE77 ANWDRMAYFr%OT F,:EpROUUCED/,CCP;ED;
Al I ER
0 US D N IVNYIMAONE M*.TIIONTEH Si N. INFOEMAT ON
Is NOT VAL IN TH UT r HE N TT!, IIGNATNfU'REF[PAIND EMBOSED S AL ON
Column notched tosuil. 16, A MASTER FILE COPY BELONGING TO THE PEISWN USlN(; A COPY OF THIS.
L
slo-e
1Z 1SOLATED FOOTING PRECAS,- PAD 5,SACKRET;-:
POST TO —----- See ToWe !�) for rnox ullowobie rOOV orec
�1- rlrin
BEAN11
W f-r oan size W" for pan size LAWRENCE E. BENNETT
CONNECTION DETAIL see table 2 see table 2
1� Aluminum Dose Alugninum angle
2--,x 2'x 1/19 t- L
match cost M mme -IVII ENGINEER 5 DEVELOPMENT CONSULTANT
-4368
Po3t size th,,.. 2-,0- 10 x''sms PO Box 4368 South Daytono , FI. 32121
eae;p angle into
polt* 1/--"
t
Poo -01'a"Lai, Phone no (904 ) 253-9960
MOSOOf V
1/4' Niasonry 114
FSCP
anchor post an&ihor in ConC
END VIEW DOUBLE CARPORT 2/dwst. ,I I /',�/ JUL 131992
\I DRAWN
or
Slope minimum or mclnurfociturers recomerdation TYPIC4- P 7 60NNECTOPS SHEET OF 2 SEAL
NOTE 1 Angles may he*Ie9 inside
post. LWIB
TABL 1; MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOKS 6 CARPORTS jABLj 2: MAX. ROOF BEAN SPANS :ATTACHED CARPORTS 6063 T-6 ALLOY T�P�11 3: Sq��Dyiof OE POST TO BEAM SIZE 4 OF TLiFq @QL71 %QUIRED
ALUMINUM EXTRUSIONS BEAN SIZE MINIMUM -_ ____ - -_ - 0 of THRU %OLTS
OPEN BUILDING SPAN USE "A" - AS SHOWN ON DRAWINGS READ SPAN BELOW PO:T,SIZ:.O._ 1/4' 1 d ++
PAN SIZE MAXIMUM SPANS OF PASS UNDER LOADS AND 0. H. SPECIFIRP BEAM SIZE FOR SPAN . L ON DRAWING USE 'A' O.H. OR 'W- Z"I 3"X 0.05" TILT 1. .1 ...I..I.d 2
ALUMININUM INDUSTRY STAND BPS 2192-�14 �?j EXAMPLE: "A"- 7'+ 1'. 9' SEE 9' WIDTH "A 2"X 4"1 0.05" TILT I*X 3"1 0.06" 2
i7i.1_12"X 0.022 140 0. H. 11 0. H. 0. H. 3' 0. H 0. 111 WIDTH "A" WALK ON R./120 MPH W. L. 35 MPH W. L. 110 MPH W. L. 2"1 4"It 0.120" sma 3"1 3"1 0.06" 2
93 mfil W. Edib ti 1z iL-z__ �z i. i3 99' 5. a.- 1. 9-- 3- 8- 2"1 3"1 0.154" SMS 3"1 3'1 0.06" 3
110 MPH W. LOAD to'- 3" Iol- 51 Iol- III It- to* 12:: 111" 6' 7'- 1- 1- 7- 1- 2:1 6:1 0 35: SM: 3:1 3:X 0.0993 3
9- S. 1. 7. 61- 9. :1.
120 MPH W. LOAD 91- it, 10- 6' 11- 35" 7-- 10" - 2 1 7 X 0 30. :MB 3_1 3.X g.013 3
2 1. 7. 1. 2
'.5-"i i2lg 242?§ - 6- 4' 1. - 2*X S"X 0. 24 M 3 X 3 1 .1 5
95 MP LOAD ll:- 9: IL:: 11: 1 3.- 1. i4- 99ME!48 12" 2"1 9"1 0.224" SMB 3"1 3"X 0�125
1 " ": I I 1 2:: 3: 7
10 MPH . LOAD 0 9 0 1 11 3 1 10 3 v 67- 67 5- 11
120 MPH W. LOAD 10 : 2. 1 0 1 0 i2:: ql 111 51- 5" 61- 31 - I..
3.5"1 11..X 0..030 13. 5- 2. 51- it" 3- 51.
95 MPH W. LOAD 12- 0" 12- 7" 12- 13- 5' 14- 3"x 4'12.01" IILT tEtk�......................... TABLE 4: MAX. ROOF AREA FOR ATTACHED CARPORT P�ST
11 0 MPH LOAD to:: II: ll:: 1" Ij:: 8: 12- 6- 1�'- t6 -57 91- 91, 11- 31, To- 31,
120 MPH LOAD 1 0 4 0 7' 1 1 2.- 0. 1-,,- 11 1. a,- It- to,- 3" ROOF AREA USE "AREA" - S I (W/2 + O.H.)
2,1_1 12_X 0.0 32 - - - - 9. 5. FOR ALLOWABLE
7: It 3 1 - 6 EXAMPLE; '3"- 7' IF - 12', 4 O.H. +- 2'
9: MPH W. LOAD 13'- 6" 13'- 8* 14- 1" 14- 10" 1 a 9.. it. 'AREA' 56 SIF
11 MPH LOAD 6: 13:- 0: 3- 9. 1 1. 7- 1-
PH LOAD '11':: :: 1'1:: LI 2 - 5 3- 2.
120 M 14'- 22 10, 6- 11. 7- 3" MAXIMUM ALLOWABLE ROOF AREA FOR VARIOUS ALUMINUM POST IN %
3.0'l 12_X 0.2?6 - 6-- 7- 7- 1- 6- 11 POST TYPE
95 KPH LOAD 14 1,.:- 7: 14:: 10: 15- 7- 16- 33- - - -
10 MPH W: OAD ,2 1 1 3 1 3 6 4- 2' 16'- 11" 7. 3. 3"X_3".O. 06M MR--!?�Q�=L_12NDS
I L :: ": 12' 6 3 _R9!!q!_U
2 3 2 0 3'- 6- 14 ?21T 1191 _�L
.- . : . I .- 1 . 1 ?2§:[ MI f tA OA 22 �Etf !-LO �n iz91_mpm
120 MPM W. LOAD 1 12 A - 111" 5.- L2'- 10" 141- to* 13'- 6" 8.760 434 570 482
2--o-"I i2!x RmP? ___- 6. a" 13- 6" 12'- 4 121- a" 5,326 266 355 296 223 4.
95 MPH :: LOAD 16:: 2: 4: 1;:: 3' IS'- it" - - - 0" 17a
1 1::: 1 1 :: 17
110 MPH LOAD 4 0 1 51- it" 16'- Ildt' 7 to,- 10" 11 - 6 13' 3.211 161 214 INS
120 MPH W. LOAD 14- 0. 14- 2. 14- 7- 141- 10" 16-- to,- I" to,- 81, 2"1 3'x_g 040"_EOLL
_fORMER*
i;-*x 0.036 to,- 1" 7:: 9: 10,000 _1r7
I *: LOAD 17- 7* 17'- 8* 181- 0" 18'- 7" Ig-- 13 10, 9.- 0., to'- 5" 9- 6" 8 0 7,407 370 494 412 452
MPM LOAD 16 0: 16:: 3: 16:: 6: 17'- 1- 1!,.- I'll' a.- 7. to,- 0" 91- 9- 0. 5,926 296 395 329 2fa 2
- 4" 17'- 21. Iol- 5 as _19 345 18 2S6
120 MPH W. LOAD 1 2 5 4 5 8 16' 17, a.- 3. 91- 6- 11- a- 12'- 9: 3:7 1.5 24 6 2.: 1
3.0"1 12-'x 2-.240 - 2"x 5"1 t.34' ------------------ B �7
3"x 3"1 0.90" TO E-
LOAD 19:: 10: 19:: ll: 20:- 1: 290:: 8 311- 2' 17- 6" 161- ill !1- 7 29 972 elo
9, , ": I I IT: :.:- to: 14:- 7- 13.:Io: 14:5890, 444
Ito MPH . LOAD '8 1 8 2 6 1 19:: 6: 13 3hl
7._ 2. I"_ . I.._ I 1 0. 7 9 400 533
120 MPH W. LOAD 3 7 a 7 2 - 0" 4 - 0 3 - 6- 13- , Do 270 360 300
81 121- 0" 131- 10" 12- 7- 3*z 3?. 0.125* T51L4
EMMA 9: 13:- 0- __i_T_B9Mm
2.5-XO.028- NO Lt. 0. H I:_ ': I - :-- 11 11:- 6: ::4:0 977 1296 loso 9�22_g_
- tL 2' Q_ "_ 2' a. 10 10 8 2 1" �l 12 - 0 1 4 0 720 960 000
qs-Rjqt-i70oa- H- 6 Ii.- v Iv- 2- li-:711. III to.- 3.. 11- 10" to- 91, 48 6
110 MPH W. LOAD 111- 5" 11- 7- 121- 11 12- 11" 13'- 116: 12, 9.- 9. It'- 3- TO*- 4" L3'- 0" 10.080 504 672 560 440
120 MPH W. LOAD to,- 10" It-- 0" It'- 1" 12*- 5* 131- 6. 2"r 6"1 0.135" 9.M.B. 4"K 4-1 0.125" TI LT_BEM-_______
__57---------- --------- to
4 137_- I, Is- 0" 6:.,90 '3825 1099 916 7%5
. 90
95 MPH W. LOAD 141- 0" 1 :: 1: 14:- 6: 15'- 1" - - 110 70 534 711 393
1 6' 16' 6' 11. 1.. 17' 1* 201- a" 6 5�be
10 MPH W. LOAD 12- 9" 1 3 - - w
OAD 121- 11 12 12 - '2 ': ": 141- P, 16- 3 14- 10 6
W 2. 7- 15- 0" 17- 4- 151- lo-
120 MPH . L 9. 13 6 11 - 6'- g. ' ALLOY 6063 T-
1q: �3:- 3:: 5- 4 14- 0
NOTE P92LI my 99 M91LOS92 !M 246M WiqpQ!§ 114 TM Fmis 0 2.- 5. I.:_ 1.. 13- 3" TABLE 5: ISOLATED ED TINq§
IT IS R?qgMENR?p nLkT nK ROOF E&M§ BE §1�9EIZL) FROM It L2 - 0 1 3 - 1 0- 1 21- MAilAUM-Rd---- _21-- 199�6TED E29TING
THE GLA3# �02a SPAff TABLEj. I 2E 68EA- E_0_R �A_R?291 ?QST wZ
2. It- 61, 131- 3- 121- EOR BELOW LISTED WIND VELOCITY MPLYET LOADS
S.M.B. ED ING TYPE A SIZE -110 APA Im-MOR
5.
nyHp COMET9
6: 17:_ 10" 20:- 7: 29 25 21
7 1 6 - 6:
HML ��!mzwum 9vPE!!::?M PM4�4 2191::Pq PAT f tAALM '9 - 1 7 - 5 1 1-4"1 1-6" 86 72 61
PAN SIZE MAXIMUM SPAN A ER LOADS AND 0. H. SPECIFIED 8 15 5 .7'- 1." 1 6,- 3" I'-6"X I'-6'X 2-0- 163 136 '1 16
I! OF P HE UNDO
2.3-. 12'. ...22 NO 0. H. 0. H. 2 H. 3 0. H 4. 0. H. 9. 14'- 6" 16- 10" 15- 4 _15"I _811X _O" 187 156 1134
95 MPH W. LOAD 1 13:- 9: 14:- 6"
1::: 15: 16:: 6: 1,6:: 10: 17:: 4: 1 1: to: :- I": I I'-8"X 1-11"1 2-6- 275 229 IT 96
110 MPH W. LOAD 0 1. 1 1 3 1 1 0 6 1 1 1 3 - 10" 2:-60-1 2:_O"X 7:-61, 346 2257
5 0 2 7 1::
120 MPH W. LOAD 13'- 1 . 14,_ j* 14,_ 1:*_ 15,_ 11. 1 1 14- 6 13 1 "X 2 -6"X 2 -6* 463 3 3331
2.5"1 12.1 0.02 a
!:iA_'A_2_!2_4_" !A_@ PRE-CAST SLAB W/ 008 SACK-CRETE ON TOP
5 MPH W. LOAD IS,- it" 19- 0: 19:- 19:: 9" 20'- 5. 5. 26'- 5" 30- 6 27- 11 I'-4"X 20"(TO SLAB) 117 97 36
110 MPH IN LOAD 17:: 1: 17:: 2. 6: 24 - - 27:- 11. 25:- 5:
LOAD 16 6 3 6 0: '8:: 8: 7 22 - 25 - 1 0 23 - 7
7
120 MPH W: I I I ': 7- 17'- 1 Il to
3.5"1 12"X 0.039 a. 20*- 11 24- 2- 22- 0"
95 MPH W: LOAD 19:: 10 !::: 11: 20:- 2: 2::- 7- 31'- 3- 91 191- a., 11.
W 22- 9" 201-
Ito MPH LOAD 7 11 0 18 - 3 1 - 9" 191- to: 201:- 7:
120 KPM W. LOAD 16- 10* 1?*- 0* 17- 3' 17'- 10" IS'- 6 1 �19:_ 81"
2 1 2 - 7 5 -
*A-', I?_,; 2AM 12, 1" 191- ell w- o-
95 MPH W. LOAD 21- 7* 211- 8" 211- it" ;21- 1" 221- it:
110 MPH LOAD 191- 6" 191- a, 191- It, 20-- 41 21*_ 0 2"z 9x_O.224"_S.MjB. ......................................
1 0 3.-- - ____ - -2a.- 8.. 33- 1'. 181- 91*
2 MINN N, LOAD 10'- 3' IS*- 6" 111- to" 19'- 3" L91_ 111 6: 26:- 2: 30:- 3" 27- 7"
*W_ ?MAL4 7. 24.- 3.. 2:.- 01.1 25- 7"
12.5-1 2.3-XU.028- NO 0. H. 1 0. H. 2' 0. H. 31 0. H 41 0. H. 8 22 - 8 2 :1- 111,
9 Apit-i- li,:_ i- ii.:- i� I a-:-- ;- -I i.::- iz
3 Lbib- !�--- z- 91 211- 24- A- 22-
110 M, LOAD Is,- to* 151- It" 161- 2* i6l_ 111 17- a* TO, 201- 3*1 23- 5 !,-
1 20 "PH LOAD Is'- -0' 151- 1" 15- 6' 161- 1" 17*- 0' 111 191- 41, '1.- '.. 201- 41,
122_-L�; 2ei-"Mi4l 12, 18*- 6" 21- 4 19'- 6'
95 MPH W. LOAD 19- 2" 19- 3' 19- 7' 201- 11 201- 91
LOAD 17:: 6:
17:: 7: :7:: 1,1: 170:- 6 1,9:: 1:
` "' ': I ,: 1 3
12. MPIN . LOAD 6 6 a 7 -
Mp �ZNGIHTS IF 2VgRHA 3 n "W" 01 njAL q8g?2RT !IPI*Y.
sm I I? Rggtl My BE W4999p !IT" GLA39 wimpows IN Tmg PUTURR
IT 19 9990 )?P TMT THE FOOF PANS 09 SELECTED FR6A_
M GLASS ROjM SPAM 1ABLES. NOTE 411 spans and ccDocities are basedonworst
I.e: MAX- ROOF PAN SPANS FOR SCREEN OR VINYL ROOKS & CARPORTS case of uDlift loads due to Wind velGCities.
OP:NSBUILDING SPA7 USE "A" *GAS IN DRA%NGSX:EAD SPAMP:CELOT..
P MA a SHO !NODNER LO S A 0. H. S IF
A IZE M SPAN F PANS
UMI gg�
% I, N 2 ()()a St
A UM ALL.1 lo;-HU?M
I Y1gLD 8, P__
3.9**g 12"X q.026- ALL INFORMATION AND DETAILS CONTAINED ON THIS DRANWING IS THE.
95 MPH W. LOAD I.. 19- 3" 191- 9" 201- 5" PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT HE RE
Is:-- 92 T118:_ , 11. 18- 2" 181- It" 'tpoouc ED/COP I EE
1,0 MPH W. LOAD I, - OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISS JON. 14FORMAric
.10 MPH W. LOAD 16- 3" 16- 5" 16- 171- 41, IS NOT VALID WITIIOUT Mr. HENNETT'S SIG;�TURFSAND HOSED SEAL ON
3op"; !2"i 9,0321 A MAsrvR rIl.F rOPY BELONGING TO T)IF PE S,N IN"' AA M COPY OF T141S.
9i MPH_W. LOAD 21- 0" 21- 1-.. .2-f- 21- to- 221- 31,
ilo MPH :. LOAD 19: 2:' l9:- -1. !9:- '0:- 1" 20:- 4"
2? MPH OLOAD 1 8 - 21 1 8 - 3 .8 - 7� 19 2*1 19 - I a-
i-a X I 2.X .036" 23- 57
MPH W. LOAD 211- 7" 21- 8" 21- It" 22
-95 - A..
0 MPH W. LOAD 19- 8- Iq,_ to" 20- 1' 20- 7" 21- 3"
H W LOAD IS- 8" 18- 1)" 19- 1' 19- 7" 201- 41,
MP
LAWRENCE E. BENNETT
2 0 1 2"1 0
- 1 241- 10,
95 MPH W. LOAD 24- 0" 24'- 2: 24:- 6"
0 MPH W. LOAD �2:- 0" 22:- �2._ 41, 22:_ 9: 23:- 1"
ll
W CIVIL ENGINEER B DEVELOPMENT CONSULTANT
I. MPH . LOAD a" 20 - 3 21 - 8 22 - 41,
?AM4 PO Box 4368 South Doytona , F1 32121-4368
!?mj11j 1�1"jq�qgq- NO 0. H. 1. 0. H� H. 3' 0. H H.
- - i Phone no ( 904 ) 253-9960
95 MPH W. LOAD TS-Z Tz ii-: - 9' 16- 8- 17- 2'
1 10 MPH W. LOAD 131- 111, 141- 01 14- 5" Is- 2" 161- 0"
120 MPH W. LOAD 13- 2" 131- 4" 13- 9" 141- 6" i5l- 31
AC
.3
!2A_X ?--- - 6" 1 - 0" To- I p
95 MPH W. LOAD 7- 0' 17'- 1. 17-
10 MPH LOA1.1 I.,-- 11 Is- a" 16- 0" 7: 17.:
Lo I._ ._ 4._ ... 3- 1 t 6 1 v
12 MPH A Is,- DRAWN
OF
p- SHEET
LW8 2 2 SEAL
TOLI 1: MAX. BEAR SPANS FOR FREESTANDING CARPORTS 6063 T--LA ALLOT TJA TABLE 1: -Iggg
1: MAX. ROOF PAN SPANS FOR FRIJISTANDING CARPOIRTS !MbD!!P QE �91T TQ 99M gig; k a OF THRu DOLTS REQU
BEAM SIZE MINIMUM 0 o THRU DOLTS
FOR SPAN . L ON DRAWING USE W + 0.H. OR -W- POST SIZE 1 d 1/2"
BEAM SIZE .6. OPEN BUILDING SPAN USE 'A' . AS SHOWN ON DRAWINGS READ SPAN BELOW "1 3"1 0.05* TILT 3-1 3:1 :.:6: Seal
2'; 2:jQ-21" TILT BEAM EXAMPLE: 'A'. 7'+ 2'. 9' SEE 91 WID'im PANS UNDER LOADS AND 0. H. SPECIFIED ""1 6"1 0.05* TILT 3.
WiDTH -A- iAU-6N-F�120 MPH W. L. 95 MPH W. L. 110 MpHl W. L. PAN SIZE MAXIMUM SPANS OF 1 3 1 . 6
a;_ 0. 9-- 3" 1- A
�y!!jgj�VM T�VUMY �jt% D89PS 2R H41 2"X 4*1 0.120" SMS 3"1 3"1 0.06" 2
2-- 2"1 4"1 0.154* EKE 3"1 3"1 0.06"
7.- 4. a.- 5. 7- 8" 2' 2L 31 9L H 41 2
95 MPH V. LOAD 11- 2" 1!'- 4- 11-- to- 12'- 8- 1j.- 9- 1"X 6"1 0.135" SMB 3*1 3"1 0.093 3
7' 6'- 9- 7*- 10" 7'- 10 MP W. LOAD to'- 3" 10- !" to'- It" It'- 10" 12- 11- 7:1 7:1 130: :MB 3:1 3:1 :.0:3 3
I H W 91- 1. 0:
6:- 14: 7:- 11. 6:: l20 MPH . LOAD 91- 11" to,- 61 11- 4" 121- 5" 2 1 8 1 . 224 ME 3 X 3 1 .1 5 4
2 026
EXAMPLE 5 - I- 6_= _O X 01
5.- 1. -6 j 95 MPA W...LOAD It'- 9- It'- 11- 12'- 5" 131- 7" 141- 21, 3"1 9"1 0.224' SMS 3"1 3"1 0.125 4
5:- 5: 6.- 3 5- a"
1. 110 MPH W. LOAD 5: 12:- 3" 13:- 4:
2 5 1 0 W 10: :1: 1 1 1 1 1
12 5 - 2 MPH . LOAD 0 0 1 1 - a" 2 - I
TILT BEAM '1 2L030
5. -------------------------
Q.- 9- 11- 31, , 3:
10 -- 95 MPH W. LOAD 12'- 0- 121- 7 14- 5.1
6- a,- III, to,- 3" 5 TABLE 4: MAX. ROOF AREA FOR ALUMINUM CAR%RT POST
- 110 MPH W. LOAD to,- it" lil- 11 a" 12'- 6" 13- 6" i6i iLLOVABLE ROOF AREA USE "AREA" 5 A (W/2 + O.H.I
7' 81- 31, 9- 6" 8.- 120 MPH V. LOAD to'- A" I,- 1- 121- a- 13- 1"
1.- .1 0 EXAMPLE: "S"- 7' , W . 12'. 4 O.H. 22' THUS: "AREA' - 56 SF
7- 9- a,- 11- 22_ -232 POST TYPE 'MAX. ALLOW. ROOF AREA FOR VVARIOUS TYPE POST IN SF
9. 7-- 3- 81- 5" 7- 95 MPH V. LOAD 13'- 6' 13'- 14:- 1" 14'- 1 15:- I-
6:- 11 8:- 0:: 7- 3" 110 MPH W. LOAD 121- 41 1 2'- 1 3 - 0" 1 31- 9* 1 4 - 9. 2-1_2"!2-260"_§gALLOPEP-__DESIGN_LOADS AAND WIND VELOCITY_LOADS-
10 POST RGT POST KAX S WALKON .95 PkpH Ilb MPH 120 MPH
ll: 6 - 7 7 - 7 6- 1"" 120 MPH LOAD It- 91 11- 1" 121- 51, 13- 1- 141- 1" -jj7_j6; -6-766-- 434 5788 452 4.13
f
12' 6- 3" 7- 3" 3.0"Z 12"1 0.026 12- 0- 6:760 266 3555 796 254
_2"z 4"x 0.120" S.M.0. 95 MPH V.-LOAD 14'- 3- 1,'- 7- 14'- 10" 151- 71, 16'- 3" - a" 170 153
- 13, 0.760 161 2144
----------------------- MPH LOAD 121- it" 13'- !" 13- 6" 141- 21, 161- 1" ?"1
3: _2"z.O-Qj2"-POLLFOgE?P**-SOO------667
MPH LOAD 12- 3* 121- 4' 12- 10" 13- 6" 141- 111 -7'- 9" 10,000 7-------556-----
X 0 7.407 370 4944 412 352
"a
6 1 1 - 8' 3 - 6 .2'- 12
-7 101- 10" 12- 61, 11- 3,. 3.0-X 12- 1.- 0.
lol- 95 MPH :. LOAD 16:- 2- 16:- 16:- 6" 17.- 3- 5 926 296 39.,5 329 282
1 4 5.: 4. 3:: 1 :: 0: 288 246
0. 0 0 259 3455
9 a- a,- MPH V. 0
'0: 6 It - 1 110 L AD 1 4, 1 0: 1 It I I 1 19 5 185
1.- 6" 12 MPH . LOAD 1 6 0 14.- 7 1 4 7 1 4 1 16- 2" 12- 0. 3.704 165 2466 206 176
0:: '10:: 5" ll-"X PAU
8 7 0 a" 9:- 1:: F-.
- " 0 MPH W. LOAD 17:- 7: .7:- 18 7" 19'- 3- it -io i4-5ao-------729------9722-------dia--------64i-
0 3 9 6 195 1 - I - 17: 1 7:- 11:
.54" S.M.§ 10 MPH If LOAD 16' 1
16. 0. 6. :: 121- a" 7:992 400 333, 444 381
-------------------------------5- 120 MPH W. LOAD 5 - 2 15 - 1'.- 16. 4: 1 7 - 2
5: 15�- 17- 6" 16'- . 13- 0" 51400 270 3&GO 300 257
6 1 3.0'1 12"1 0.040 2"E
3.- :0' 14'- -iKMPh-i.-LOAD 19'- IF7-19.- it" 201- 21, 20'- 8- 21- 4" 477-----i2906------j&jb--------
2 - 0" 1 6"
7 1 �4 - to 31- LOAD Ia - 18 2" 18:- 6: 19:- 0' 19:- 9: 19,440
I , 1
12:- 0:' 3.- 1., 12- 7': 10 MPH v 7:- 2. 1.,: 3� 1 7 - 7 1 a - 2" 1 a - I 1 121- all 14.400 720 96cb 800 686
I it. 120 MPH W: LOAD
9: 1 - 13 - all - ill' 1 3- 0" 10,000 504 672, 560 450
1 a* 1'.- 12,- P, ill- 9" "W" PANELS 2.122_-IILT BEAn___ ---- -------
11 1.. -- - 90 13210 174k------j45� IIZ�
3' L) 6:11 1 78,
1 2 9 91, 1':- _K"T 2A-";qLq?K !a 9-. H-. 11 9-- H. H H- '6 .10 a 5 0999
It - 3" 1 12 Ia - 0 1 916
0 - 195 MFH W. LOAD 12- 6- 121- 0- 13'- 2- 131- it" 141- 101, 201- a,* LO,670 534 711, 593 50a
2"It 1 0 MPH W. LOAD 11- 1* :1- 12- 1" 12- 11" 13- It:
17'- loll 20'- 6- ------ 120 MPH W. LOAD to,- 10, C,I Ip- 7" 121- 5*1 13'- 6 ALLOY 6063 T-6
ALLOY 3105 M16
-- ----- ---- ---
a" 7 4" 95 MPH W. LOAD - 6' 151- 21' 16'- 1'
14 1 110 MPH W. LOAF) 121- 0, 11- l!" 13'- 4' 141- P, 151- 011
1 120 MPH V. LOAD 12'- 1' 12- 1" 12- 9" 13- 6" 141- 6"
9: 116'
5- 4- 4 - TABLE 5: ISOLATED FOOTINGS
I B. 12- 1" 14'- 6" 131- 3" MAXIMUM-ROOF-AREA IN SF FOR CARPORT POST, W/ IqOLATED FOOTING
ll: 12:- 0*1 13:- 10" 12- NOTtj IF ROQM MAY BR FMCLOSED WITH GLASS IfINDOWS IN THE FUTURE -------- ---- ---- -- FOR BE LOW LISTED, WIND VELOCITY UPLIFT LOADS
-- -------- ----
12 6" 1 3 - 3" 12.- IT IS RECOMMED THAT THIR E92E E6qg BE SELECTED FROM FOOTING TYPE & SIZE --- 95 MPH Ito MPH 120 MPH
7"X 7"1 0.130" S.M.B, Vj§ ql.i4g 9-00 49M 1641tEs. POURED CONCRETE ---
5: .9 - 16 i7:o-X j7--O-X-I.-a-. 29 25 21
6 17:- 0. 201- 7- Is— I::4.X 1:-4". 1:-':� 7' 61
19:- 17- 5" 6 X I -6*X , -0 1 36 1
7: 1 6.- 6: 1 1:63 16
1 -H28 11-81,X 11-s"I 21-0*1 187 156 134
15 - 5: 7.- 0" 16- 3" RO AL ALUMINUM SUPER-PAN PANELS 3105 PAT 8 4,918�890
a
4.. PAM I'-8"X I'-8"X 2-6- 275 229 196
14 - 6.. 16.- 1 .: - I _SIZE AltMUM.11A.7 OF IANS U!DER LOADS,�ND.G. N. SP
0 1 1. iI.X 4!CIPIED
to: 13.- 9 15.- 11:. 14 6" 90 0. H 1 0. H. 2- P, H, -- 2- p -- 2-- 9. 2'-O"X 2'-O"X 2'-0' 346 288 257
1 13 2 15 - 2 1 3:- 110" -Lbib 16.z- �� F w- lo- 17- 4 to,- I" 2'-6"X 2-6"X 2-6" 463 386 331
1 - 110 MP It. LOAD 141- to" 14'- ll" Is- 3" 15- 10" 16- 6"
1, 12 7 14 - 6 13 - 3' 120 MPH.W. LOAD 13- 11" 14- 1" 1,- 5. 151- a" 131- it" PRE-CAST SLAB W/ 80f SACK-CRETF BACKF'ILL OVER SLAB
2"x S"z 0.224" S.M.B. --- 2.3*1 12 X a.0219
37------------i4Tz--i--------------- ---- -- .. - I'-4"X I'-4*'X 2-4" 117 97 56
24:- 2' '91 " H :: LO D 181- it" 191- all 191- 41, 191- 91, 201- 51,
6: 1 P A
77 25- 5 0 MPH LOAD 17- 1* 17- 2" 17- 6" to,- all IS- a-
22 - 4 25 - 0" 23-- 7 120 MPH W. LOAD 161- 1- 161- 3" 16- 7" 17- 1- 17'- to-
a: 20.- 11 24:- 2: 22
19 - I.. 1.5"g 12"1 PLO 9
H . L.A 'a '9:- 11: 20:- 2- 20:- 7:: 291:: 3
22 - 9 20 - 9" 5 mp W 1.0 D '9
0. a.- 1, 21,- 7" 19- a" 1910 MP , AD 17: It I 'a - 9 1 5:
17 to.. 20:- 7" 18:- 9' - . ':
120 MPH W. LOAD 16' 10 17- a' 1'- 3 l7'- 'a a.- 6
1 7 19 - all I 2.5"X .
12 :: 1. a - a" !?..x 0.036
K-2-2-"L-2-.2iK"AAA------------------------------------- 95 MPH LOAD 21 22:- 4:' 22:: 17
2. - . a.- H ': :: a: 1,1, 20 - 21 0.
5: ": 2:: 33:- 1" I Ila mp . LOAD IS.: 6. 19. 19.: "
6 2 - 30 - 3" 27- 7 120 MPH V. LOAD 5 0 'a 10. 19-
7 24:- 3" 20 - all 2-,'- 7"
22 - 8:' 1 6:
8 1., 23- it I -"W" ?Mg�s
21 all 221- 6 ?(a 0. H. r g. R. V QL H- 3, P. H
20 1 2 - 51 21 - 95 MPH W. LOAD 5- 1� 9- to,- 4" 191- 1"
3'
,I Iq 4' 22- 1., 20- 110 MPH W. LOAD I;,- to" Is— It* 16'- 2" 16'- 11" 17- 8"
12. 1 8 6 2 1.- 41 Iq 120 MPH X. LOAD 151- a' 151- 11 131- 6" 16- 2' 17- 0"
95 MPH W. LOAD 19- 2" 19- 3- 19'- 7" 20- 1" 20- 9"
It 0 MPH W LOAD 17:: 6: 17:- 7: .7:- to.. 17.:- f5" 19:-
T68LE I..: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS I'. PH : LOAD 1 6 7 1 6 - a 1 7 - I - 7. 1. - 31
OPENSBUILDING SPAN USE "A' - AS SHOWN ON DRAWINGS READ StPAN BELOW 6pp lm?�Hq; 2? 2yggm�gp T2 -"!-" Egg M610 qA?P12RT !!PnL
PANM IZE PA XI MUM SPAZSUOF P�NSYU:DER,I.UADS AND 0. H.. SPECIFIED NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE
ALU ININUM ALLOY 3 1 0 1
M7H?a -R -Q-�L MIN -j-LP 8,000 PS! 1- ig-RE60MMENDED-TKit-THE-itOOF PANS BE SELECTED FROM--- 5
3,0*1 !2-x ---------
'F a I 2EM T64----
OAD - - , ----Fg�- q 201- 5" NOTE A n s
95 MPH W LOAD 1. 19- T LES----- ---- -- -------- ---- r::ns and;Cjrs%1tje1%(C�dbqj on worSt
, I
110 MPH w 171- 3, 17- ,a,- III, co3e of uplitt 1(a t e a w IvelcCitles
�120 MPH W* LOAD 6 3" 16'- 5" 16 - q 1 17'-
0
95 MPH-W. LOAD ,1,- 011 21 ---T,-21,- r 21,- lc�- 22,- 5" 3
110 MPH W. LOAD 19:- 2-1 19:- 1 :9:- 2o:- 1. 20-
20 MPH W. LOAD 1 8 - 2' 1 8 - 19 2 191- 9:
1 9"X 12-X 0.92§" to ALL INFORMATION AND DETAILS CONT"AINED ON THIS DRAWING IS THF
W. LOAD 211- 21,- 11, j 2--- 23'- 0" ON USED IN ANY MANNER WITUour mN WRITTEN PERMISSION. INFORMATION
95 MPH PROPERTY OF LAWRENCE E. Br.NNFTT 'AND MAY NOT BE REPRODUCED/COPIED.
1 10 MPH W. LOAD 19'- 8" 191- to- 20 - 1 20-- 21 - IS NOT VALID WITHOUT Mr. HFNNFrT,�., SIGNATURE AND EMBOSED SEAL ON
12 A MASTEP FILF COrY f1FLON:;ING To PERSON USIN(; A CPPY OF rms.
XM�H..W.OLOAI)., 18'- 8"
- t2 X ..040
19' MPH LOAD �4' 01 2�
I� MPH LOAD 22'- 0" 22'- .2-
120 MPH LOAI; 2c, 1 f, 201-
-95-mPH - NCE
-!PAYK�s 11
o. 1�. 0. h
i 7S.: j� q 16._- 17'- LAWRE E. BENNETT
I_ It. c,
110 MPH W. LOAI� - li
1 20 MPH W. LOAD 1 21 13- 14-
!.,.5 X 1.51,10.034" L- EER B DEVELOPMENT CONSULTANT
CIVII ENGINt:
a,,- 18,-7F
95 MPH h. LOAD 17 - 1 171- 6-18
1 10 MPH LOAD �5 6- - L*
1 41- .:. �5' 1 --- , ! , 1- - PO Box 4368 South Doytonc , Fl. 32121-4366
20 MPH LOAD 4- (11
Phone no ( 904 ) 2537-9960
ADD
�?NgHTS OF OYERHANGS TO -W" FOR TOTAL CARPORT WlDlir- FSCP
DRAWN SHEET OF JUL 13 iYr
L W F 2 2 S E 4� 1 L-