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xx I MPOR IAN TXX*3LKPkl, Ao$ K RESPONSIKE ft..' WARNING It "ANDLING'. vFxc)K,,D`W cAm "Jo
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CIDOOMECT13"s PER MANIA" 150& I"A-F. DESIGN StANDAROS 111114 POOPEOILY ATTACHED Aldt*Ctit ING Xt
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MAP SHOWING BOUNDARY SURVEY OF
LOT 75, SELVA LAKES UNIT TWO, AS RECORDED IN PLAT BOOK 43, PAGES 11, IIA
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
CERTIFIED T(>
MICHAEL J. FREEMAN AND KELLY A. WHITESIDE
COUNTRYWIDE HOME LOANS, !NC,
STEWART TITLE GUARANTY COMPANY
SELVA LAKES CIRCLE
(60.0' RICMT OF WAY) 0EC 1 4 2004
S 06'45'00' E S 09�o4'31' E 1'3.79'
21-22- (PLAT) (CHORO)(PLAT)
S 00*40'14* E s 08651851' E 14-02' ;-jv
FILE COPY 21-22' (MEASURED) (CHORDXMEASURED)
POWI OF CURVATURE W.D 1/7. PON PIPE
FOUND 3/*- I"N ftK FOUND X-C;.1T R.1 70 a N",EWTkFIcA'n0N
NO IDENTIFICATION IN CONCRETE
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COVERED
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NO IDENTWICATION N N*35'300 W NO tKNTIFICATION
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35,00- (PLAT)
NOTES: !E0'PTrO BY
LEGE140.
R . RADiUS X FENCE
- LENGTH CONCRETE
NuTES: 3 VOO* E REVISIONS
I BEARINGS ARE BASED ON THE BEARING OF ---N-15-21-------- ALONG THE
NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL DATE IDESCRIP71014
2 By GRAD-41C PLOTT'NG ONLY THE CAPTIONED LANDS LIE WITHIN Ft.00D ZONE ----X----. AS SHOWN ON THE
NIATP�kt$��, �Loot 7NSURANCE I,'AP DArE0 APRIL t7. l9ag COMMLINiTY M1,URF0 17r-)0.7�' PANF, 0001 D
3 THIS SURVEY REFLECTS ALI, CASEMENTS ar RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COULAITIM111,1R
F SUPPLIED UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UD SIGNED
4 THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIrItING SURVEYOR
J013 # 24176 1 DATE OF FIELD SURVEY: 04-26-04 DATE OF ISSUE: 04-29-04
SCALE: I" � 20'
CERTIFICATE
2522 Oovk Street I m(REVY CERTIFY THAI THIS SURVEY WAS MADE UNDER MY RESPONSIBLE �HARGE
Jacicsomville. Florida 32204 AND MEETS THE WWOWUhA 'itCHMCAL STANDARDS Aq SCI FORTH BY THE F.0*10A
(Phone) 904-389-59ag SOARD OF PROFESSIONA'� "W"S AND MAPPER$ IN CHA-TER SICII-6, 'LOWDA
(Fox) 904-369-6175 ADMINISTRATIVE C RS11ANT 10 St"10" 412 $TATUTIES
CHARLES K, MC INTOSH
REGISTERED SURVEYOR ArND MAPPER III 55C2 S,ATE OF F�WDA
LICENSED BUSINESS 6702
LAND SURVEYS 0 CONSTRUC11014 SURVEYS 0 SUB'DiVISIONS,
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Imp tj�
z
0\1FIC FIRST FLOOR, 105q S.F.
4' . ex 06-;) '.
SErOND FLI 5515 S.F.
I I—oil
FIRST FLOOR PLAN 1/4 1
N LIVING, TOTAL; 15012 SP.
s
A SPAMAI 44o sr-.
L4
H::TS H 7A
BOTH
MA
I,
x 20'-0"
ILI 0
N
-Lr
'T HE
836
E N AD !'
LOCX�iIA: 50 S.F.
TOTAL: S.F
W. _50"w1gxw Avo 2" sr.
W gk*M ROOM THIS
-7 7'-6'
04INDON POLL. MOVE
L (SEE &mi.% Ftm- PLAW
5055-1
ARC�TOP SHEM KAWS MAILED 0 Vl O.C.
Q nkrl ric W)c0chczx sev w I
x SHEAR K&A.L'S NAILED 0 4" O.C.
I Ll EVOM XAI.LIN& 1244 FIELI NAILINO.
a SHEAR KA, Oz.
LL51 NAILED 0 6
TU5
a HMA OK HOLvom PUTH-IN ix or- ENO OF SHEARYW.LS (AS W=,
PROVIDE. (2) x 4's AT MACH HOLDOPl LOCATION.
a r,j
A .,
I >L
1, 1. x I — I . I
610"JoT
40 it
5 5HF.
r-=-j . XX 21
VN DIN ka
141
LHLXmLj ly
up 5 P.
o -7.011
BONU5 ROOM
x W-c"
SLOPE CLCv.
206DW-,
CARPET
bobe� B.F.
T-6'
ROOF DMION COVENTIONAL FRA ,-IINC5
41
VOLOLE 2 X 4 TOP
ELATES, C6!:�H 1�12C
I" MR-- SPACE
5 1/2" 5ATT INSULATION
15WROOM :2 115EPROOM 5 1 --- (12 V29 ONLY ------
ji§ 1 2 X 4 *T
III-o" x 15'-0" 15'-0" x lo'-&"
-7. 10.
-4
r, CARPET
T 0
m x Axx
I I ��' 1" - 1 1 LAYER 5/64 FIRE RATED
I LAYER 5/49ll" FIRE RATED
505DSH 305PSH DRYK444LL CoONTINUOU5 DRYKA%LL C47NTINUOUS
FROM 96AO
TO ROOF
F!!QM %1±4� m SQ2L-1-1'
I V-4' . :2 X 4 !!1. -PLATE
BONUS ROOt 1/4 5ECONP FLOOR FL 1/4 FIRENALL 0 6TORA6E SHEP
A/A
A
FQ!& 15T TO 2�Q FLQOR .TI.F,
VQNNU59 (1) MST45 AT
T 0 48>11 O.C. FQR .!�:QNNECTION
RAF-
60
5"A' 31-4'
� -IT --1-6'
-- --------
I -p
4 V2 JOARACSE 1
MI
-iJ - lu
SHEET BOTH x 42" :20'-0" x 20'-0"
AlIeVEN N 8>' CEILING
IMASTER.
TUB
0.5, IL 20 AR. CONCRETE
AS f lu
(5'-4" x 14'-4"
dKils. IENO- ON
q' CEILINO ?iMP-1211 TOP Or- A 4W
oil CARPET x
KNEEKALL I STRAP HEADER T THE
CIAPPET 'V'NYL 18 <1
!!��j CRIPPLES WAI) SEMCCI RTP A836
2bbL5�j op 1. V.
2 66PKT. STRAP @ EAC FND
L 1 9~Room
7
N z (1
<
Ito- 4'
I, 'i;7
71-
-T-
01
11346,
"N
KITC
,,�HEN ELEVATIONS
___]KITCHEN
A
15'-0" x 10'-b" 12' MAK TOPMN WNW PASS
Ill CZILIN6 THFW 0 42* APP.
t/
MIRRopt 0
NY
VI L
>
C71
IF kill I
lov Nis Room
DININ6 fwom
<
4 X 4 Pr POST M A STT-AW"BASE K
x W-0,
cups
WCEILINS SPLINIS x6qu . ."':.
.AJ PAN J 00 CARPET I�ql2ff 6.!t (2) 5211
A= I v
zxxxxjcx-xxxx.xx'mJLA x X XIL2LKJLZ
CONTROL DATE
ELEY-61:110N
ELCYAno
(2) Sw
5'-S*
4'-0
01
TA [ON; ,
0. 1 Ill
r
Seclow FLl 5�0 S.F.
4b
FIR5T FLOOR FLAN 1/4 LIVINS TOTAI�': I q2 �Sr.
AVN
90
Z
Iro
"IFD
TMAL, S.F.
ROOF
z
&" v x 16" pq
2NE) FI_R_ BRO. COLUMN 2TECT 15'-T 2ND FLR. 5
STXCo FRIEZF_ tFRONT
4' X VERTIaAL OA5LE5 ON09
SIDIN6
10--6" 2ND FIN15H FLR. W STUCW BA�V PV
LLU. A 6" 5ANP' ON TOP IL
W-I" 5EARIN&
BEARIN6
4' x 8�1 \/EKTICAL
1 X 4
1:1 El TRIM E:l D
E E (TYP)
i r Sruc<.O
FINISH FLOOR 01-01' F
0'-0" FIN15H FLOOR 01-0 INISH FLOOR
REAR ELEVA71ON UN17 'D ' 1/4 1 1-011 FRON7 ELEVA710N UN17 '1:;) ' 114" 1 '-011
UPI
lu
LU
moor 1.7 #
lo�,rvv
th
DL
41 x
VERTICAL
51PINC
I X 4 TRIM
BIRDS. (TYP) VA"
7= z
1
4' Xeo- 4.Mm Tpjm 4' X 5' VERTICAL
51VINO srxw 2WISTUC40 WWrJM 4' X VVIEKTICAL I X 4 TRIM
VERTICAL
4- XV .
MRTICAL SIVINC7 (ryp.)
1�01_01 SIVIN6 0= 00-01 rmw OF-0,Pool"FLOM >
T T
T
RIC,HT SIVE ELEVATION 11410 ft-off
JEEZ.2.1a ELEVATI�LN 1/411 11-011 0
LL
IL T.
Z
Z
-7
CfON7ROL DA7E
11 /:2:2/cl(o
0A,, 4,11 .
Tr:)N
up 5 Fz.
PHONE
2M�) FLOOR
ELEC.-TRICAL FLAN 50NU15 R�� ELEC.,TRI CAL PLAN,,
10
LU
UN
lu
r
......... ........
I I... i 1� I
PAN
efty
_Zr�_E7
l4f
I PREWRE rom
A SAR-A&E CN20R
TV
OL
Q�
PAN
L L5
�u
iL
ly
N'
ELEC.TRICAL FL,ANL. T FLOOR
CO TROL
L
I I Al;3
A-"
LL:F=
4r
STUD TABEE
Stud Spacing for Exterior Load-Bearing Walls
ELOCKINO RZGVIRED Ceiling No. 2 EPP No. 2 9YP No. 1 SYP
2X4 BLOCKING 0 BETMEN OM166ERS Height
SWEATWIW-2 JOINT HURRICANE CLIP
4' FROM &A5LE 2x4 OUTR*GER Z-1-1-2,1, OR EQUAL 2x4 I 2x6 2 2 x4j__2 x___6___
C. ;;Z_.C. _16,"_0__.c. 24 o.c. 1 __24"_o__.c.
1/16' STRUCTURAL U-HA 16 6"O.C.
,,-2x4 OARnE loft. 12"CI.C. 24"ox. 12"o.c. 24"o.c. 16"ox. 24"o.c.
ROOF; SHEATHING MAFTER CONT.
END 46" O.C. 0 454 O.C.
"GER 11 ft. N/A 16"o.c. N/A 16#1 O.C. NIA 24"o.c.
SHIW-xLE STRIP 12 ft. N/A 16N O.C. N/A 16"-o.c. N/A 2-4-"_.o.-c.—_
r-A5CIA 13 fi. N/A 12"o.c. N/A 16"o.c. N/A 16"o.c.
2x4 X-BRA(:E 14 ft, 16"0- -c.
810, O.0 TOR CHORD OF N/A 12"o.c. NIA 12"o.c. I N/A j
__�GA15LE END TRU55
2' PRCq* 3 1/2' Note: This table applies to structures with mean roof height's<25' and
4 Zoi
?x4 5C-AB 0YERHA" CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less.
FROM TOP TO iv" eows aoi co&,, "o.c.
CONT. T01P BOTTOM CHORD
-in—BOTTOM 0 X-5RACING ROOF SHEATHING
CHORD 0 (PROVIDE Structural Notes F
FROM CxAe L E ADDITIONAL 2x4's *--Top CHORD
I AT VERTICAL IF
'3) 12d NAILS 1110HIER THAN 45% 1. All laps in top plate shall be a minimurn of 4' and nailed with 12 - l6d common flails,
TYPICAL A TO FORM AN *L'
X-13PLACIN6.3 SHAPE) DOUBLE GAME
_X0
T '2x4<5CAB 1 2. All shcarwalls shall be nailed at EQ�r ' ox. as noted on all edges and 12" o-c. Intermediate
11 TRUSS
. T-VERT. WME15 15 Tof- OQ,,,L_ Tq-usjL '170 with 8d commons (Q.O.N.). Block all unsupported edges with 20 flatwise blocking.
NOT F17RESENI Ckwe>LF PLATr_ -/Icof com _9=0M CHORD
Shearwalls shall be 15/32" CDX or 7/16" OSB. BLOCKING OF TRM
0-C MINN--mom
__BOTIOM CWOFFJD OF I All gable ends shall be balloon framed or framed and braced per attached detail. CEILJW D1WH1W1A___/1 It AW*-'m Top K&ra .1110d com
CsA15LE END TRUSS
CONT. 2x4xS' &2 SYR 2:x4 TOP PLATE 4. Strap licider Studs to double plate with TPP6/4 at each end of header and nail with elglit(8) -
LATERAL BRACE
111 481 Oc. 2x4 5TUD5 0 1 Od common nails(U.O.N.), XNrtrkl0f,
UNBRACED LENGTH OF X-BRACING MAY 2x4 BLOCKING 0 5, I-leader studs and header cripples should be nailed together at 6" o.c. w/16d staggered. Clip re>,A)Aofr-rjQAo0' e goof
NOT EXCEED 10 FEET. IF LENGTH DOES 48' O.C. BETUEEN_/
GABLE AND FIRST unit to shoe plate with one (1) TPP6M clips and nail with eight (8) - 10d collillioll flails
EXCEED 10 FEET, ADDITIONAL SCAB TRUSS (u.0,N).
IS REQUIRED. 6. All window and door components iinust withstand a 100 MPI I wind load.
7. All connectors are SEMCO or equal (U.O.N.). SEMCO TPP4 32"Orc,
8. Foundation design is based oil a minimum soil bearing capacity of 2000 psi'. DouBL& P%-,krr--
PLATFORM FRAMING; G,45LE END n_- ZX415 svp
9. Design wind loads are based oil SBCC1 Section 1605 with a wind speed of 100 niph.
7/1(, 0.5(3 !6NIEAT-&4jNGr - ,oVA14.40 e C"Odo
ALL HEADERS TO BE (2) 2X 10 NO. 2 ojY ALL suppoers w/ja 01 C_.DAA 611. qJ 125,
OR BT Syp. I_STORr I
____ �(2) 2X 12 FIRST ;L.K + 'rAV56E4G, .4.4 10 0. C, 0
FLOOR AND(2) 2X 10 SECOND FLOOR TPP
r-T?i>4 NO. 2 OR BT Syp Z3 r RY (U.O.N.) 0 < 18 10 d COM,
NAI L
HuRiRILANE C-LIPS- AS M07'E4 k>-W*O IN SUL 0
1/36" C4�$Ljw(, 80AR0 2K + SPF S7'vos
TYP" r-AL C�()-Zx4'5 SVP
5Em(_v TPP4e --_S2'o-c, _0ETAit__ov TPP4 Ci-jP
�NAIL W/0 -109( C&A&)
s-rn_A,P 1/1" DRYW4#,-L
L)r,fo_(LwISr_ AldrLO hV
.5p,CCj,ejC I-OCATIOA)IS
?,%4 _sPF SrV1C>>C' I(P IV 0,C,
-71, :S iw 1;Ar H I N G- (MIN. Mo. ;L)
NAIL. AS AjOrIF'O
a:1JSrAL4- LOW,, DIA4410MOO
STOGs FOIL SrucXG
AwCH04- QOLr' AAvsr 5ru(-co
Bg WIT`14� 46" 01C L-AP 011L SIGIOCr- AS Akff* f L0()A SYSTIR$A
tifEA6rj&-_^-_ -STOJO 1 2,4 P.r. _5-LL ,/ 1/1"1,0"4,9 ab, 4 PL_,,.,,-- (.;ye)
I f, � @ 32"o.c. AP40 \NtrOVIOV (.o" L)F'AL1- k)iAk Jeme.7
TP? L232 O.C,
V. I a' CORMCP-5, AAJ40 04;VIA06-r. L)SE
J-PP4 -OtS
FA-3 CIO SF-mco TPP4- CLIP V_ Wl"111- 1/16" VYA5046
t4AIL %v/ 6-10 d CoM ST&AI t>4�1\,v(.foJ tLILS
Ns�,_ fq AAIL V^Poq f3AP?4ROCK ?VAIL %�111_ 10d
CA4W OVC4 (.0AA,*Ar_-rC9) F11-4
eo&A 64 uppee- AWD
bk-f VWAX (,Z *LL COKIqr." r Lov,(icL 1 U13.5
ANo Ar 4' o.c. . Miti, 4" HOOK
TY P I C A L HEADER S_MRPNG INro Fl-cr. AA10 /Z'y HOOK /Nro SLk 2 - 2x4. 5YP
�711( OS6
0 4 14C A T
-4r-
7-YP/C_4 L 5 4-C f2k6� PLOOIZ- L E V L S-1WA.FP It4 C,
4
"Mr.0 T P P -4 -&2' 0,C--
2.�" 16A' WAS 1419 4-11 16'A.1`3 (-W Ja"0,1
aY4 Pr VVWM st .ArsoQ CLIP. $TUDS TOP AND
foLp Jat$4,17 ,,L 5PAACL) rA 51 BOTTOM W/ TPP4's
8&4 Oa—el_%� e 48"O,�, .,Aft eoL V6 WASHJFIL a 32" O.C.
s.E#Aco TFP4 Q 5-Z O.C.
2.)(.4 PrSILL 04 SEAL. 1/2"x7" WEDGE
17-777 if-77-7 7 E� 777/ ANCHORS 0 32" O,C.
I Wq Vf&T 4e 40 D,C- AAJO (03(4o,- o/f L) WWAA oz FF*jL&4q
Ax At.L Cc.)fL"LF#4_5 4" CONCRETE SLAB W/
q 6EA14) /Ara _UA9' A&0 %Z 4 6x6,1000 WWM OR
6- Hxx IvTo F76, "FIBERMESH REINF.
Tit GAA QD
4E11 0
L9
V/1
ee =r
ad 'I
Q we c u^^pAk rf,.6 F-:1.
6 MIL VAPOR BARRIER OVER
(2) #5's CONT.
ry THFA-F-D & COMPACTED FILL
L
e'-relLy USE S 1.5 4 "P AT
tj�
STO" usc THICKENED 'rYPIC.AL DO-rAILS FOIL
Ic 10% lo I
�IF
2. -5-roo
.,
7-YP I CAL-
No. Jeffrey K. Hullsberg, P.E.
f— I 5TOOLY T 3015 Hartley Road, Suite $0
Jacksonville 57
L 233
'Fi_>
O&OL- 7-14 /C. erIA14- 0,ii;-rA Scale: AS A)Vr6j! ate:
Revision No.: I Drawn By:A
0,
General Notes and Specifications: General Notes and Spocifications for Section 3 Tables:
1.The kft**V ztrwcb�M we d"Viad to be"rrkw to bix*"wood treerm Wn x;b res of adequate The design loads for Section 3 Frame Members for Screen I%1W Room 4 01#"Rooms are in INTERIOR BEAM
structureI capacrty�The gonfrww I home owner"I ve*M go hoO structum is In good conilificin =npliancs with ft FLORIDA BUILDING CODE;Mom Rod Height Cr-30�Rod W�ps rx,M Irnportancs TABLE 3.1.4 OR 3.1.5
y HOST STRucTuRF OR
and of suftent&UwVM to hoW the proposed addition. Fnqtw w 0.77;Expows'g'Pressure Is in"F ALUMINUM ROOF SYSTEM FOURTH WALL FRAmE
2.1 Itiers is a question about the hod structure.the wner(at his qwn expen3e)"like an architeM Daigign Loads for Frarrie Msmhws of Screen I V11 I Glass Roorns PE41 SECTION 7
oVinser.or a ciertified home inspection=nparri to va*had Structure impacity. Sam"I virt-vi PAOM I Cie" I Rod PANS OR PANELS
F."Aft I pwua*two"d bKsad 1
3.The structures deal"d using tils section"be 11miled to a maximurn projecilm of I Ir from t*host vmw vewow Rwk we" Reaft www Rook I "- rT-
strumm Freestandmg x1rucUres Mall be knited to the maximum zpw*wid size limits of component NoW 2 N.M 3 Nd"4 1 11-10 4 Nom 5 wft a H 000,
PwbL LarW Vian toss lknb"he"alla spmft w**wt,9. 1w hLP.H +101.14 10 420 1,20 +17 +ZDI-iS 1 *201-27
1 10 A".H 0101-19 12 +20 1,U +20 42CI.19 42DIV
4.The bilowing rulas apply to wadirrienta invowh-q mobil@ and manufactund hww&, 12WO"dJH4 #101-23 14 +20 1�20 42A -201.= 4201-38 CARRIER BF-AM POST
JJL E COPY 123 MAN +101-24.2 14A 420 1-W.5 +251 .201.24.2 #2g 1-al
L Structures to be pWcad adjeceird ID a moblis I rnanufpciured hwd bug prior la I M I w M.P.H +101-27 29 420f.27 *20143
Ud pIam of ft mobk I marnifactuied horris aid Inspection I i !Ml
wall construction!or"prvivicle dglas +33 *301-n +201�52
rwpod WoN with adMw plans Aw alts specific mv$gw wW sed by ft wiginew.This applies to all
21 1 +301451 *35 -301,W 4201-110
scrWA I glass roorris W4 I or structures to be attached anclosedL
b.'Fourth wall construi;W wows t1w si*fttkin"be free sterOV WM only to mot R&W*V of to Q�load.
bNo wits behig atlx*ied.Tlie mad cornmort 11ourth wag awistrLictioin!In a pod&bearn.two odj*Qwt Note 11- FramkV gyaorns at sorem*ryi.and glass roms we=*W"b be nAin tam masteencs
to ow mobft I tiomc no iiame spari tab"can be used as for"tat wal bum For cornpumits.W"loads am lwwd as minus kw&fix roA wW plus kwds for walls.To convert above wind TYPICAL SLOPED SOLID ROOF ENCLOSURE FILE ( OPY
burtli waill beam we to carrier beam table.The pod"be sb:W kV 0 Mis mainud mWor as Weds to'C'En"re"&muttilily by 1-4-
a minimum be a r x 3'x 0.0W with an lir x Z's 0.04C lines braw at sach and of to basm If dw Note 2: Per Ube 2002.4. SCALE. N.T.S,
posts Pro sat In concials footings(per bible L4)dw knes brums My be alimilrotecl.For carrier beam Note 3: Per tW@ 2002-4.
for$�rowd.we W3.18?-I.& Now 4. Per parWaph 1606.1.4.1 use ASCE 7-95 Table 6-2. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR
Nab 5: Per tabie I W62A. PER SECTION 7 FOURTH WALL FRAME 2 < UU
M For nwbh I mareAsclixed homes built after 12N.structier"may be g1ladiod.provkIed ft projed
Convwzion Table 3A Wlrid Zons Cowwrarsims for Scineen I VW Roorria, 0 p a
killows to PLW providW In MA manual.The contractor I owrw stiall parvi"verification Mal to Frm 126 VM Wind Z"to Othen; RIDGE BEAM(SEE TABLE 11.6 USE BEAM TO WALL DETAIL 0 Z C)
structural system of Ihe host shictum Is adequate for the addition to be attadwd P Etick�d Rooft ratommy Entk-w�"d &ft FOR SCREEN ROOMS OR U
d.Any atiacinirrient M wasirwit more lijan I w from a mobile I ffisnufactured hwo WAR"npqik*aft WkW 2wo Appftd Lmw oWkdjan 8"tV Appluie LoW Dw� BwWk* TABLE&1.7 FOR GLASS 0
034,L
specific w4nowks. w*1 tL. (d) (b) Ft. 04 ROOM$) z Z
100 is 1.13 1-20 1* 1.12 1.18 FILE COPY
S.S-fim I contains 2W labla ard to alledwriant details fat pars and=0090 P-AL 1'00 1.00 r14 -7w- 1 0 V)
1AE I A P P R o v-D
__123 24.2 0.911 00 14.8 WE 0 LU
0 =) z <
Sonien waft between i%xisting walls,floors,and oWkV"be allowed and spans"be figured to 140 af 0,91 4,86 Is 13'a -6.0 H 2 ED C)
same as odw scirven walls. A 6.w 0-0 v DAY cn LLJ
T.When using TEK scirms In Neu of S.M.S,kwW scrims mud be used to compensated tar drill headL Conyw*km 38 V"zww Comferslans spa"-f-r-l-gs Room$ BUILDIf,4G 0,:FiCE 06 UU
V)
9 to moblet I rnaralactured burns rimmutiicturar owtdi"in wftV 0*dw motift home may be attached R01111 126 Mini ww Zola w atom
U) ix LU z
to.Own s'lourth wWr is NOT niquitaij IDEC
VMW Zorw Applied lAW DdWdW &wWipv ApOW Umd &wAny Affawl L"d Deft9dw a-vilk's Ui 0 C,4 0
I-ho valocily Wnkane zor-m ft mk*wm fin load I applied bad"be 30 PSF. 4
its /T
ov A14 PL) 144 -ML-FLL I'll psi (D LL 0
`10-I'm frwnwq of existim lawroorn was to Mow"ww0*3 orgow sh"It"9VA be- mplistied 100 20 1�13 LA 17 1.12 Cie 2 1 AW AT 0410
120 20 1M r24 115 1" A* 1.00 Uj
with Ow detalls of 10s diapter Cn
23
2" --rm--0- P '97 0.
30A 0,110 0.86 2 2 'BY U�
123 a of C'q
I I AM specified anction am baud on an anclosed buWkV with a 1 if projectioin and a Z over hung for up to a a-" 32 0.20
_.2.40 38 91 00 33 0-00 0.86 TYPICAL GABLE SOLID ROOF ENCLOSURE wl
wind V*kK;Ky Of 120 MM im 46 1116 0.80 30 DAB 0.79 30 OAS 0-
1Z Spans rnay be Interpolated between vWusa buit not 4xuapolatsd ciftide values. Convemlon Tab�W 11C Wind Zons Comrorsl4ma for Carimsion Multipliers SCALE-. N'T.S. Z Z I-
Over Mang I Mazinwro Cardilevair from Expasuis Category V to V LU
LU
From lag VM Wbtd Zow 10 Glows Any wkW zwo ::) 0
SELECT EDGE BEAM FROM PwUM F EAckwW R-ft -J LIL
TAME 3.1.1.3.1 Z 3.1.3 AND I z"^POW Law DowkwCom 114 R E: C E <
1W FOR OR 11.4 -!m CITY OF ATLAN!'�"'
_2oo L12 10 'v,
UPRIGHT 120 36 1,00 . 1.00
LENGTH I,xr __123 42.t ow 0-05
D.w 0,15 w
VA�is MIN,3-1/r SLAB ON GFLADE so 024 iK] DEC 14 2004
OR RAISED FOOTING
Now For V exiaxawas In 110.120 mW 130 MPH wird=os mulliply spam Irm rwpodive tables by 0 us
TYPICAL GLASS ROW WFTH SOLID ROOF` FOOTINGS SEE DETAILS for deflection(d)or 0.85 for bwx*V(b� FILE Cop y 116
TYPICAIL MONTVIEW FRXMING1 ME V21,ZZ Z3) gli
IHEIGHT 10 UPRIGHT IS I11EASJURED FROM BY: 449<f- i
TOP OF Vx r PLATE TO BOTTOM OF WALL BEAM)
SELECT BEAM FROM TABLES .......
FIL E COPY 'LW LOAD WIDTH &3.1.5 -9
FOR ROOF BEAM CONNECTION LU
FASCIA ALLOWED Uj 06 -
-1prz!�4 'Prz Oita
SIZE BEAM AND UPRIGHTS (SEE SECTION I FOR DETAILS) BEAM SPAN KNEE BRACE(SEE TABLE 3.3) X
PURSUANT TO PROVISIONS OF THE FLOP-IDA DWARTmENT OF C.) LL
(SEE TABLES) USE W/2 r
FOR BEAM SIZE) KIC*iwAY SAFETY L MOTOR vEKCLM DIVISION OF MOTOR
VEHICLES RULE lSC-Z THE SPAN TABLES.CONNECTioN LD
SEE TABLE 3.1.2 FOR SCREEN POST SIZE(SEE TABLE 3.3) DETAILS.ANCHORING AND OTHER SPECIFICATIONS ARE
SOLID ROOF FILE COPY RUOMS AND 3.1.5 FOR GLASS DESIGNED TO BE MARRIED TO CONVENTIONALLY
NO MAXIMUM IE: a )..- CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES ANO
ROOMS AFTER COMP=40
(ELEVATION SLAB OR GRADE) I W LARGEST VALUE MOBILE HOMES CONSTRUCTED AFTER igaii.
P a PROJECTION FROM BLDG.
V ES LW a LOAD WIDTH
I VARIES
ArET I I
r THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
NOTES: IF VARIES TYPICAL SECTION"FOURTHO WALL FOR ADDITIONS BASED ON THE LOAD REQUIREMENTS FOR THE nORIDA.
IANCHOR 1'x Z'OPEN BACK EXTRUSION VW 114-z 2-1/4-CONCRETE FASTENER MAX OF Z-V O.C. ADJACENT TO A MOBILEIMANUFACTURED HOME SGu-than Xsire PTdUM,IX-0- BUILDING CODE 2DO1 EDITION.
AND W1 IN Ir EACH SIDE OF UPPJC*ffWCHOR I-jr Z-To WOOD WALL W1#10 x 2-1r2*SXS.W1 SCALF- I/r-V-V
WASHERS OR$10 X 2-11r WASHER HEADED SCREW Z-V O.C,ANCHOR.BEAM AND COLUMN -je"t-vi T U01w
INTERNALLY OR W1 ANCHOR CUPS AND(2)90 SCREWS W1 WASHERS @ EACH POINT OF
CONNECTION. cac(114RI3 Aj
2-SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2*O.K Extrusion SWrig Table- 21(03
3-SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P12 upr4ahl$46 MAIL 040M Sup Knee Brow JOB NAME: EET
T K r X 0.0ar r lor rxzzo�mr
4ANCHORS aAsEO ON 120 MPH WIND VELOC".FOR HIGHER WIND ZONES USE THE FOLLOWING P.O.Box 044��
CONVERSION: w x r,0-DS9r r Zr r IT x 0.0w Jat-juorivifle,FL 32-2'M ADDRESS:
M2 1 $12 1 7 X r X 0.0er r z r SAA rzyxanw 1
Y X r X D.Dgr z r&A.S. r XT x G.Mw
TYPICAL SCREEN I GLASS ROOM r9r10-12r r x r S.M.5- rxrxo-mr
SCALE. lira V-V DRAWING FOR ONE PERMIT ONLY OF 10
. ..........
COIL FLASHING COIL FLASHING Jef
#8 S-M,S-AT EACH IW x#8 S.M.S.AT EACH RISER J frayT. Wke
RISER P150 OM4.3
ALUMINUM ROOF PAN OR SEE ROOF PANEL TO BEAM
COMPOSITE ROOF PANELS DETAIL(SECTION 7)
SEE ROOF PANEL TO BEAM ALUMINUM ROOF PAN OR P.O. 3o%8444
DETAIL(SECTION T) COMPOSITE ROOF PANELS Jadwm fle,FL 32M
BEAM SPAN(SEE TABLE33,i2 T THRIJL BOLTS ff".)(SEE 904- ?86-0241
FOR SCREEN ROOMS&3.I.S TABLE 3.3) REMOVE VINYL SIDING AND
FOR GLASS ROOMS) SOFFIT ON THE WALL AND
BEAM SPAN(SEE TABLES 3.11 INSTALL SIMPSON CS-16 COIL
STRAP OR EQUAL FROM
THRU-BOLTS RV.)(SEE VARIES FOR SMEN ROOMS&3.1.5
FOR GLASS ROOMS) TRUSS I RAFTER TO BOTTOM
TA13LE 3.3) 17 MAX OF DOUBLE TOP PLATE JOIST
POST(SZE PER TABU 3.3) 0 EACH TRUSS I RAFTER. THE FLOOft,WALL.AND ROOF
SYSTEM ARE THAT OF MOBILE
I MANUFACTURED HOME
r x 0.026'RECEIVING IN.
CHANNEL OR r xr x 0.05V GUSSET wff x V x.DSV ALUM.
ANGLES AT EACH END OF G PLATE AND(1)810 x 3/4*TECK 0 a *[a a 0 NAIL STRAP W1 1fid COMMON
2 x BE-AM 0 TRUSS RWTER AND
DIAGONAL(SEE TABLE 3.3 FOR SIZE SAME AS SCREW 11 O.C,EA.WAY AND 0 a *)a a 0
DIAGRAM AND SCREW SIZES) USED ABOVE irZ IN FROM EDGES BOTH PERIMETER JOIST,SCREW EO
SIDES(SEE NOTES BELOW) 0 4 Ole 0 9 COIL STRAP TO SHEATHING W1 2 LLJ
IF RECEIVING CHANNEL USE a Ole 0 a #8 x I"DECK SCREWS a IV 0 a
O.C.VERTICALLY.REPLACE 0 z 0
(2)ROWS OF SCRIEWS INTO a-6-0 VINYL SIDING. cr <1 t)
POST OR BEAM INSTALL NEW or OR 6cr a: 2 0
AUGER ANCHOR PER RULE 5zz
POST(SIZE PER TA13LE 3.3) PROVIDE NEW V,Ir OR ISC 0 EACH NEW PIER. 0
FOR POST SIZE SEE TABLES ir x I r cmu PIER AND SOLID
321 FM SCREEN ROOMS FOUNDATION BLOCK Q F-V INSTALL Vr CAPJ%UAC;E SOLT
AND 322 FOR GLASS ROOMS THRU PFAMETFR JOIST AND 0 LU 5
MAX OZ,ALONG z <
USED
OR 32-3 FOR SCREEN ROOMS SEE POST TO BASE DETAILS STRAP TO NEW AUGER CD C)
CONVERTED TO GLASS OR ATTACHMENT WALL ANCHOR. cr) <
ENCLOSED ROOMS ui 0 E Lu
NOTES: — 0 r),
0, X Lu A,
FOR 0.0W WALL POST,USE GUSSET vd Ir x Ir x 0.0W ALUMINIUM PLATE. 0 C'i C)
SEE POST TO BASE FOR MOW WALL POST,USE GUSSET W ir x ir x G.DW ALUMINIUM PLATE. TYPICAL WALL SECTION FOR ATTACHMENT TO
CONNECTION DETAILS FOR 0.123-WALL POSr,USE GUSSET vd ir x 12'x 0.12V ALUL41NIUM PLATE. m
MOBILE I MANUFACTURED HOME alo,
LONG OVERHANG DETAIL SHORT OVERHANG-DETAIL SCALE. IW-1*0 Lu,
z co a
cli
SCALE. r 1*4r SCALE Z 1,-w IN x 2-11Z S.MS.a fr FROM Lu
#0 x I-11r S.M.S.43 W FROM ENDS.TOP OR BOTTOM AND
2� z
ENDS.TOP OR BOTTOM AND 9 IV D.C.OR PILOT HOLE W/ iii —
SOLID COVER VARIES a 16.O.c. CAP AND(1)AS x IJT S.M,S. w m
IINTERNAL Ir FROM ENDS.TOP Ix p 0
EDGEBEAM :Ly i
(SEE TABLE3.12 OR&1.4) ORBOTTOMAND1VO.C. L)
WINDOW HEADER(SEE TABLE 2.OV
3.1.3 OR 11A) MAXIMUM NOTH A VARIES I r t 2.0W(r
REMOVE VINYL SIDING AND CI-IAIR RAIL(SEE TABLE 3.1.3 If EWE BEAM SPAN O-Dw— 2.0cr Lu I
Q- g
INSTALL SIMPSON CS-1 5 COIL SHEETINO MINIMUM ONE SIDE 2-0(r
STRAP OR EQUAL FROM EACH ozar ALUMINUM OR I1Z COX 0.044
o.ow—
TRUSS i RAFTER TO KNEE
SOFFIT ON THE WALL AND OR ltQ bz cm
PLYWOOD
WALL STUDS lox D44" 0400
ADDMKMAL STUDS MAY BE
ADDED To ADJUST CHAIR RAIL
TO MA)L SPAN VARIES OPEN BACK SECTION PATIO SECTION SNAP CAP SECTION
MINIMUM SLA13(SEE DETAIL) WITH 20 x 20 x 0.0"a WITH 20 x 2"x O."4w WITH 2"x 20115W
PATIO sEcTiom PATIO SECTION PATIO SECTION
THE FLOOR,WALI,AND ROOF
ui
NAIL STRAP W1 I 5d COMMON SYSTEM ARE THAT OF MOBILE TYPICAL ELEVATION GLASS ROOM WALL EXTRUSIONS AND FASTENING DETAILS
@TRUSS RAFTER AND I MANUFACTURED HOME SOLID COVER \SCALE: r a V-w
PERIMETER JOIST.SCREW SCALE: Im* 1*-4r
COIL STRAP TO SHEATHING Aff WINDOW HEADER %F-
OB X 11-DECK SCREWS Q I V ANGLE(1)SIDE OR BLIND (SEE TABLE 311 3- A)
0.11 VERTICALLY.REPLACE KNEE WALL W1 2 x 4 P.T.P. SCREW VARIES (SEE WINDOW HEADER MAJUMUM WIDTH s VARIES
VINYL SIDING. TABLE 3.1.3 OR &1.4) EDGE OEM SPAN ca
BOTTOM PLATE,STUDS A —j
DOUBLE TOP PLATE.NAIL PER WINDOW ADDITION ANCHOR AM ah
TABLE 230&11 FLORIDA WIMIN.#10 x I"S.M.S.0 r OR SNAP CAP AS RECrD.
BUILDING CODE EACH STUD FROM EACH CORNER AND CHAIR RAIL
$HALL HAVE A SIMPSON SP-1 I r o.c.MAX (SEE 7AREIIJ OR&t.4) VARIES VARIES
OR EQUAL SHEATH WITH itr SHEIETING MIN.ONE SIDE
P.T.PLYWOOD NAILED W/#8 MAXIMUM WIDTH VARIES
COMMON IF D.C.EDGES AND ALUMINUM EMUSION EDGE BEAM SPAN 0.064(r ALUMINUM OR IJr
PLYWOOD
r V BOLT a ar O.C. 1Z O.C.FIELD OR CHAIR RAIL ADDITIONAL STUDS MAY BE
STRUICTIJRAL GRADE ADDED TO ADJUST CI-WR RAIL
THERMAL PLY FASTENED PER
TO MAX SPAN
THE MANUFACTURERS lyt 3
TYPE III FOOTING SPECIFICATIONS.STRAP x r,ADD I*x I'TUBING OR VARIES
SIMPSON COIL STRAP OVER KJCK PLATE VARIES I x r TO MATCH BUILD OUT IF HEET
SHEATHING MINIMUM MAO(SEE 0 REO11D
TYPICAL ELEVATION GLASS ROOM WALL TYPICAL SCREEN ROOM CONVERTED To GLASS ROOM WALL ELEVATION
f
ALTERNATE WALL SECTION FOR ATTACHMENT TO - SCALE: Vr a Nr NOM SCALE. IW-I'-W 2
MOBILE I MANUFACTURED HOME NOTE:FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE V X r x O.aW MATED W1 r x 2x FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE I"Kr x O.DW MATED W1 Z'x 21 x EXISTING
L SCALE: IA'a 1'-V EXISTING OR r x z,x o.aw MATED wrm r x z,x EXISTING OR r x r x a.DwMATED NTH r X r x EXISTING
V x r TOP RAILS FOR SIDE WALLS ALTERNATE CONNECTION COO 04M3
WITH MAX 35 LOAD WIDTH SHALL DEtAILl'xrWtTH BEAMIHEADER
PAN ROOF,COMPOSITE PANEL HAVE A MAXIMUM UPPJC4ff (3)810 x I-llr S.M.S.INTO
OR HOST STRVMRAL SPACING AS FOLLOWS SCREW BOSS P.O.Sim
FRAMING WIND ZONE MAX UPRIGHT (2)#10 x I llr S.M.S,INTO ANOLF CLIPS MAY BE ja ksonville,FL
SOLID ROOF SPACING SCREW BOSS
(4)#8 x lJr S.M.S.EACH SIDE lCi2 r-cr SUBSTITUTED FOR INTERNAL
OF POST 110 r-r ANCHOR I'x r PLATE To SCREW SYSTERAS
CONVENTIONAL FRAMING OR I x 2 TOP RAIL FOR SIDE 120 W-r CONCRETE VW VV x 2-lir
-V 123 Ir-11 CONCRETE ANCHORS WITHIN
ALUMINUM FRAME SYSTEM WALLS ONLY OR MIN.FRONT� 130 9 W OF EACH SIDE OF EACH MIN.(3)010 x I J/r S.M,S.
AS MItt SHEET ONE SIDE FOR WALL 2 x 2 ATTACHED TO POST AND 2r O.C.MAX. INTO SCREW BOSS
SCREEN ROOM AND BOTH POS;TWll'xvxrANQLE 14D F-11.
SIDES FOR GLASS ROOM.USE CUPS EACH SIDE OF POST ISO 1 CA T MIN.3-lir SLAB 25M PSI Vx r EXTRUSION
STANDARD NAIL OR SCREW WINDOW FRAMING CAN CONIC.6 x 6-10 x 10 W.W.M.
PATTERNS FOR ANCHORING. ATTACH DIRECTLY TO HEADER OR FIBER MESH I-lAr MIN.IN CONCRETE
INTERNAL OR EXTERNAL VAPOR BARRIER UNDER
V CUP OR V CHANNEL CHAIR CONCRETE
RAIL ATTACHED TO POST VVI
MIN,(4)810 S.M.S. ALTERNATE HOLLOW UPRIGHT TO BASE AND
GLASS WINDOW INSTALLED HOLLOW UPRIGHT TO BEAM DETAIL
PER MANUFACTURERS SCALE:- Z l-V
SPECIFICATIONS
GIRT OR CHAIR RAIL AND KICK 2 < LIJ
PLATE r x r x 0.0ar MIN. HEADER BEAM 0 =3 0
HOLLOW RAIL ANCHOR V X Y CHANNEL TO 0 Z C)
ALUMINUM SHEETING OR CONCRETE WITH (4)#10 x IZ S.M.S.EACH SIDE
VWYL 114'x2-id4'CONCRETE OF POST
ANCHOR I x 2 PLATE TO ANCHORS WITHIN Ir OF EACH 5zz
CRETE WITH 114V x 2-11r I x 2 OR 2 x 2 ATTACHED TO H-aAR OR GUSSET PLATE
CONCRETE ANCHORS WITHIN BOTTOM W I'x I'xr x Illfr SIDE OF EACH POST AT 2V 9)
gr OF EACH SIDE OF EACH 0.045'ANGLE CUPS EACH SIDE D.C.MAX 09 THROUGH r x r OR 2X 3'OR r S.M.&
AND MIN.(4)#10 x MC S.M.S. ANGLE AT 24'0,C,MAX. POST 0 lu
z
MST AT 24'O.C.MAX OR 0 f-�
Fc' —
THROUGH ANGLE AT 24*O.C. MIN.3-ilr SLAB 25M PSI MIN.(4)910xllrS.M,&o v) < UJI
CON MAX 1,x r z a-mr MIN.OPEN BACK EACH POST LLJ 8 0
CONr-fid-1000 W.W.M.OR V) m D cr)
EXTRUSION
FIBER MESH uj z
Vx r EXTRUSION 1.- 0 c'j o
All MIN.3-1tr SLAB 25W PSI
1-Iff MIN.IN CONCRETE VAPOR SARMER UNDER
1-1/ir MINL IN CONCRETE LL q
CONC.I x a-10 x lo W.W.M. -i
OR FISER MESH VAPOR BARRIER UNDER CONCRETE (D
-j - c*4
CONCRETE ;,- �
z V) 8
ALTERNATE PATIO SECTION TO UPFUGHT AND 04 0
GLASS ROOM WALL SECTION POST TO BASE,GIRT AND POST To BEAM DETAIL PATIO SECTION TO BEAM DETAIL >
SCALE. r vo SCALE- r-v-w SCAM- r T-w Ul
z z I--
Lu —
LU 2 fx
w p 0
i L.L
COMPOSITE ROOF PANELS: <
(4)I/V x 41 LAra BOLTS Wl
RISER PANELS ATTACHED PER
I-11C FENDER WASHERS PER
SECTION T
rxrORXxTPOST WOE BEAM 4*4r PANEL ACROSS nM
ANCHOR RECEIVING C~EL SIDE WALL HEADER FRONT AND 24'0.C.ALONG
TO CONCRETE W1 FASTENER #8 x 2(lir TEK SCREWS BOTH 11 x r OPEN BACK ArIACHED ATTACHED TO r x r OPEN SIDES Lij
(PER TABLE)WITHIN r OF SIDES TO FRONT POST W BACK Wl MIN.tZ)sic x I-lir
EACH SIDE OF EACH POST 0
2dr D.C.MAX 11"x 2-141'x 1*U-CHANNEL OR 810 x I-lir S.M.S.MAX.r S.M.S.
RECEIVING CHANNEL FROM EACH END OF POST
AND 2V O.C. CL)
T- / 7 HEADER ATTACHED TO POST
MIN.3-lir SLAB 2z f7s, 2*x r OR r x 7 HOLLOW W/MIN.(3)010 x I-1jr S.M.S,
CONC.Oze-loilow.w CQNCRETIE ANCHOR IN SCREW BOSSES (D A
OR FIBER MESH w.
(PER TAME)
iF73i
SIDE WALL GIRT ATTACHED TO
VAPOR BARRIER UNDER 1-iAr MIN.IN CONCRETE V x r OPEN BACK Wl MIN.(3) Lu
CONCRETE 10 x I-lIr$.M.S.IN SCREW
:OSSES (1)
a
GIRT AND IOCK PLATE r x r rxr.:rxrOR3'xr c
ALTERNATE POST TO BASE CONNECTION-DETAIL I FRONT WALL GIRT HOLLOW RAIL HOUOW(SEE SPAN TABLES) 1
SCALF-r-1,4,
ca
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST W"
ANCHOR RECEIVING CHANNEL rxrORrxrposT MK(3)#l0xllZS.M.S.IN
TO CONCRETE W FASTF_NER FRONT AND SIDE BOTTOM SCREW 13OSSLS
(PER TABLE)WITHIN r OF a x wi r TEK SCREWS BOTH RAJLS ATTACHED TO l+L
EACH SIDE OF EACH POST a SIDES CONCRETE Wl 1W x 2-114'
2V D.C.MAX V It 2-lir x l'U-CHANNEL OR III x Z'OPEN BACK ATTACHED CONCRETEIMASONRY
TO FRONT POST Wl ANCHORS 0 Ir FROM EACH I'x r OPEN BACK BOTTOM
RECEIVING CHANNEL #lGxl-llrS.M.S.MAXW POST AND 24'O.C.MA)L AND
rq/ -E. RAIL 0
FROM EACH END OF POST WALLS MIK I'FROM EDGE OF POST ATTACHED TO BOTTOM 0
04 AND 24'O.C. V
MIN.3-llr SLAB 25M PSI CONCRETE ANCHOR CONCRETE Wl MIN.(3)910 x i-lfr S.M.S.IN SAL
CONC,SX6-10xloW.W.K 6 SCREW BOSSES Z
oa . a ' .' (PER TABLE) MIN. 4
Tit -2?p�lhrx2-lA!MASONRY
OR FIBER MESH 1-1fir MIN.EMBEDMENT INTO 1 HEET
VAPOR aWIER UNDER CONCRETE, ANCHOR 8 r FROM EACH
POST AND Zr O,C-(MAXJ
CONCRETE
ALTERNATE POST TO BASE CONNECTION-DETAIL 2 TYPICAL CORNER DETAIL TYPICAL UPRIGHT DETAIL
SCAM 7 a i'-V SCALE r-l'-W SCALE. r a l-W OF 10
Southern H,0 FrmV^Im.
T. W-kic—
RIDGE CAP — - — — — — — — - c 50 W/13
08 x ire(3)PER PANEL 1ANELS(COMPOSITE OR PAN TYPE)
ISOLIDI ROOF I ANELS TO EDGE BEAM RO0;0FPANdE_L
N
#a x ifr a 24*O.C. FAMN P SECTION 1 MD I OR 31 (SEE SECTION 7)
VER OEIALS IN > 41
t Alle,FL
I I — — — — —
S,V,00F Ip r MAXIMUM BEAMS MAY BE ANGLED FOR
(4 EDGE BEAM GAOLEDFRAMES ANCHOR PER DETAIL FOR PAN
IF KNEE BRACE LENGTH (SEE TABLE113 OR 3.1.4) OR COMPOSITE PANEL
EXCEEDS TABLE 1.7 USE �:7cu
>2
CANTILEVERED BEAM �_2 LU SCREEN OR SOLID WALL FOR NUMBER OF 13OLTS AND
a (MAY FACE IN OR OUT) BEAM AND POST SIZES SIZE OF POST(SEE TABLE 3.3)
CONNECTION DETAILS
7' M (SEE TABLE 3.3)
POST SELECT PER TABLE 3.3
x mc V X 4r MAY BE ATTACHED FOR
BEAM SUPPORT STUDS USE 2 x 3 MINIMUM POST NOTCHED TO SUIT SCREEN USING(1)
C"ICAL) HOST STRUCTURE ROOFING si p It mre cD r FROM Top
AND BOTTOM AND 24*O,Q
r STRAP-LOCATE 0 EACH
POST,(2)1/4'xr LAG SIDE NOTCH POST TO CARRIER BEAM CONNECTION
RECEIVING CHANNEL SCRLWS 0 24-0.C,(MAX) SCALE;2a T-T
(8)08 x 11r S.M.S.TO STUD EACH STRAP
AND(3)88 It IrZ S.M.S. (2)#10 x 1/2P SCREWS — — — — — — LU
TO USE ANGLE EACH SIDE FOR ROOF PANEL 0 0
0 z C)
2 x 2 TO POST CONNECTION (SEE SECTION 7) <
�F PTEI.
WITH HOLLOW POST > SEC ONnj
.0OF IM'SOLT Q 2r O.C.MAX I-W x 1-3A*It 0,06r z
WITHIN Ir OF EACH POST RECEIVING CHANNEL THRLJ ANCHOR PER DVAJL FOR PAN D 0 V)
BOLTED TO POST W THRU
FAS IIEN 2 x 2 MST OR COMPOSITE PANEL
W1(2)
BOLTS FOR SIDE BEAM ------ 0 LIJ E)
EACH 810 S.M.S.INTO (SEE TABLE 3.3 FOR NUMBER Q z
SCREW SPLJNES FOR NUMBER OF BOLTS AND w 0
OF BOLTS) SIZE OF POST(SEE TABLE 3.3) to r
r x r x Q.0W ANGLE EACH EXTRUDED ca W 0
6T MAX SIDE(3)EACH 86 SM.S.EACH OR SUPER U) w —
r x Ir SM.&HEADER GUTTER T w z
LEG INTO POST AND INTO MAX DISTANCE TO BEAM AND POST SM$ I N C)
ALTERNATIVE BEAM SUPPORT GUTTER(MIN-) �OST STRUCTURE WAL V x T MAY BE ATTACHED FOR 0
311'WITI-101 IT SITE " (SEE TA13LE 3.3) SCREEN USING(1) 0
T FASCIA AND SU13-FASCLA SPECIFIC ENGINEERING J1 #10 x 1-12* a 6,FROM I vr
EXTRUDED OR SUPER GUTTER I RISER POST NOTCHED TO SUIT AND BOTTOM AND 24*O.C. 0. w
C)
GLASS ROOM FRAMING DETAIL (OR TRANSOM)WALL ft FASCIA(WrrH SOUjjROOfj CENTER NOTCH POST TO CARRIER BEAM CONNECTION > 2 LU
SCALE:r-i,-w SCALE r a 1-V M
SCALE.r vo ii z
UJ
LIJ
CONCRETE CAP BLOCK OR J LLI
ALTERNATE SLOPED BEAM ANCHOR ALUMINUM FRAME BLOCK(OPTKMAL)
T__ TO WALL OR SLA13 WITH U)
I-10 x I-11r x 0.0W ANGLE 1W x 2-11dr MASONRY (1)$40 BAR CONTWUOUS
EACH SIDE OF CONNECTING SECONDARY BEAM I PURLIN ANCHOR WTTHIN r OF POST (1)AO BAR AT CORNERS AND
r x r PuRuNs ATTACK To BEAM WITI-1 SCREWS AS (SEE TABLE 3.1.2 FOR AND 2r O.C,MAXIMUM I V-7 O.Q FILL CELLS AND
SHOWN SCREEN ROOMS AND I' KNOCK OUT BLOCK TOP I.; CY4
BEAMS WTTH(3)#10 x I-V2P _1 11.5 FOR GLASS ROOMS) h g Q: J G
SM.S.INTO SCREW BOSSES V., PRIMARY FRAMING BEAM RIaBON OR MONOLITHIC COURSE VWH woo Psi PEA 10 .1.
(SEE TABLE&1.2OR3.i3) FOOTING(IF MONOLITHIC ROCK CONCL DECK
SLA13 13 USED SEE NOTES OF
v
#.�
NOTCHING OF BEAM AROUND 0 0 0 11 0 NOTE. EXTRUSIONS WITH INTERNAL DETAILS NEXT PAGE)
PURLW&VF RAIL IS ALLOWED SCREW BOSSES MAY BE (2)#40 11ARS MIN.9-11r OFF q:
1. 0 0 CONNECTED WITH(2) MINIMUM 80 S.Al x 3/4r LONG 8*x r 9 1 ir BLOCK WALL GROUND cD
0 0 0 0 0 0 0 #10 X 1-11r INTERNALLY NUMBER REQUIRED EQUAL TO PAAX.3r) Im
x V S.M.B. BEAM DEPTH IN INCHES KNEE WALL FOOTING FOR SCREENED ENCLOSURES Lj
SCALF_* V4* 1-T
0 Ole a 0.0.0, r x v-sma ALUMINUM ArrAJCHMLNT (D
0 0 0 0 91 �,�r S.M.B. BEAM TO BEAM CONNECTION CONCRETE FILLED BLOCK 0
0 0 0 0 x x r SM.B. SCALE: r-V0 -h- W N I STEM WALL r It ir It ir c.m.U.
38' (1)$40 BAR CONTINUOUS
0 0 e 0 a III Z x Ir S,MfL NOTE ANGLE OR RECEIVING 2f 11—Cr
.dr. CHANNEL EMUSIONS WITH —41F Ir 1 3 1 dr4r (1)#50 VERT.BAR AT C13
0 0 Z x ir S-Ma. INTERNAL SCREW BOSSES owl
MAY BE CONNECTED WITH CORNERS AND _j
2'x 1(r S.M.S. Y O.C.MAX FILL CELLS W/
C2)110 x I-10 INTERNALLY PRIMARY BEAM > 3OW PSI PEA ROCK
Ld (SEE TABLE 3.1.2 FOR ;c - -
BEAM OVERLAP CONNECTION CONCfWM
Uj
67r
@ T
MINIMUM 06 3,M.S.x 3W
OR GUSSET FOR BEAMS SCREEN ROOMS AND
w NOTE- LONG NUMBER REQUIRED 3.1.5 FOR GLASS ROOMS) 0 r x Ir CONrJeTIE FOOTING
r x r AND L4AGER i i .6 MINIMUM POST SIZES EQUAL TO BEAM DEPTH Aill-I(N)#5 BAR OWL
A 0 4 REQUIRED FOR EACH BEAM IN INCHES 0 LOCATE ON UNDISTURBED
FASTENER SIZF_NUMBER AND w !0 w SIZE(SEE TABLE 3,3) T
PATTERN(SEE TABLE 3.3) zi 0 NATURAL SOIL
74 'ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AM VERTICAL BAR 6 ALL CORNERS
BEAM TO WALL CONNECTION: 1.3-11Z CONCRETE SLAB 6 X 6-10 x 10 WELDED WIFLE MESH OR FIBER MESH CONCRETE
(2)T x r x 0.08(r EXTERNALLY MOUNTED ANGLES TO WOOD WALL MTH MINIMUM(2)3r x r LAG V1$QUENr;VAPOR BARRIER UNDER SLAB$HAVING STRUCTURES ABOVE COMPACTED CLEAN
SCREWS PER SIDE OR(2)Vdr x 2 1W CONCR.ETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) FILL OVER(SCARIFIED)NATURAL SOIL 00%DENSITY HEET
ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r 2.LOCAL CODE FOOTING REQUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS
(ALTERNATE)(1)i-314'x 144'x i-S4V x iX INTERNAL U-CHANNEL ATTACHED To WOOD WALL wiTH SHOWN.ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF Ir x 1fr W1 M#50 CONT.WS
NO'rE GUSSET PLATES ME REQUIRED ON ALL BEAMTO UPRIGHT CONNECTIONS FOR wmmum(313v x r LAG SCREWS PER SOE OR t3l Vr it AN04ORS TO CONCRETE 09 FOR STRUCTURES I BUILDINGS OVER 400 S.F_
BEAMS r x r OR LARGER EXCEPT WHEN SQUARE UPRIGHTS ARE USED. MASONRY WALL ADD(i)ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3- RAISED PATIO FOOTING 4
SUGGESTED SCREW PATTF_RNS FOR 2-x r OR LARGER UPRIGHT BEAM TO WALL CONNECTION KNEE WALL FOOTING FOR SCREENED ENCLOSURES
SCALE.r a T-W SCALS; r w V-V SCALE: IM's l-(r OF 10
1/4m It Ir RAWL TAPPER ALUMINUM FRAME SCRELN
THROUGH V xr AND ROW WALL ALUMINUM UPRrAff
LOCK KM FIRST COURSE OF ROW LOCK
BRICKS BRICK KNEEVALL TYPE S 25DO P.S.I.CONCRETE
ALTERNATE CONNECTION OF MORTAR REQUIRED FOR FIBER MESH CONCRETE
SCREENED ENCLOSURE FOR LOAD BEARING BPJCK WALL
BRICK Oft OTHER NON- 4'(NOMINAL)PATIO (2)#50 MRS CUNT.VWr
STRUCTURAL KNEE WALL CONCRETE SLAB Wl 6 It 6- COVER LAP Ir MINL
11 WIDE x 0.06r THICK sTW 10 x 10 WELDED WIRE MESH
0 EACH POST FROM POST TO OR FIBER MESH CONCRETE
FOOnNGWl(2)#l0x3fr
SlM_&STRAP TO POST AND
(1)#5 0 BARS W/3"COVER 3-irt
(1)1/4'x 1-314'TAPCON To ri
SLAB OR FOOTING I]TFICAL) > MIN.
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS E 6 MILVISQUEEN VAPOR
SCALE: lre x Vr Ir mRL qj#5 BAR COW. SAPJUER IF AREA TO BE
ENCLOSED
0 BAR CUNT. . . '.. . A
rc I . 10, , TERMITE TREATMENT OVER
Z0 MIN 3-lir(M. UNDISTURBED OR
r
Ak lir MIN. COMPACTED SO&OF
BEFORE iLPF ALL SLAB �e*f UNIFORM 95%RELATIVE
OENSITY 15W PSF BEARIM U)
:F ;'l LU
ir 0 p C)
=ME 0 Z ()
TYPE MI TYPE 0 TYPE III X < U
FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING REQUIRED FOR STRUCTURES I BUILDINGS OVER 400 SQUARE FEET ONLY
OtES'. 0211ir z'llr_l'_I(r Vl(r
N 5zz
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 115m PSF. MINIMUM FOOTING DETAIL FOR STRUCTURES 0
BEARING CAPACITY OF SOIL SHALL BE VVVIED,PRIOR TO PLACING THE SLAB.BY FIELD SOIL LOCATED IN ORANGE COUNTY
TEST OR A SOIL TESnNG LAB. ,FLORIDA OWDZ �
Z THE SLAWFOUNDATION SHALL Be CLEARED OF DEBRIS.ROOTS.AND COMPACTED PRIOR TO SCALE- WX V0 Go 0
PLACEMENT OF CONCRErE. Uj
ca -cc
3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PpxuEC_nON FROM 0
V) X
THE HOST STRUCVJRE EXMEDS ilf TkiEN ATYPt I FOOTING IS REQUIREID. SLABSSHALLBEA U) w w
MINIMUM OF 3-IrC(4-NOMINAL)THICK, z
4. MONOLITHIC SLAB$AND FOOTINGS SHALL BE MINIMUM Z.5W PSI CONCRETE WITH 6 x 6-10 x 10 o
_j 0
WELDED WIRE MESH OR FIBER MEW MAY BE USED IN LIEU OF MESK 0 P
S. IF LOCAL BUILDING CODES REWIRE A MINIMUM FOOTING USE TYPE 0 FOOTING OR FOOTING 0410
LU
SECTION$REQUIRED BY LOCAL CODF_LOCAL CODE GOVERN& V) v co
(SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN Of"GE,COUNTY,FLI Z N
0. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE 9 FOOTING MINIMUM. Lu
2�z
Lu —
SLAB-FOOTING DETAILS Cr L) LU 2 w
SCALE 11r V0 Z) 0
D(2 1hr L) J LLI
UNIFORM LOAD UNIFORM LOAD —5(1114-U
I A I L I I A(.Vr L)
Lu
a
f!I!rl� r�= f::::1 1
A a A B c
SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN ALLOWABLE BEAM SPLICE LOCA71ONS (D
SCALE., N.T.&
UNIFORM LOAD UNIFORM LOAD
SINGLE SPAN BEAM SPLICE d a HEIGHT OF BEAM U) 2
Lu
a im POINT OF BEAM SPAN BEAM SPLICE SHALL BE Q
MINIMUM d-W W2
ALL SPLICES SHALL BE
STAGGERED ON EACA4 d__w d--W V MAX
SIDE OF SELF MATING BEAM fm
A c A B c D PLATE TO BE SAME + + + + +
2SPAN 3 SPAN THICANESS AS BEAM WEB
PLATE CAN BE INSIDE OR
OUTSIDE 13EAM OR LAP CUT + + + + + 4 +44
UNIFORM LOAD DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS I'MAX
FASTENER S=NUMBER HEIGHT 2 x(d--141 LENGTH
AND SPACING(SEE TABLE 1.6)
fft 1-4
A a C D E gonm ALM "olumbw Adlaknum mw &"W= aula pm;ywdmw Souftrn HoTs
Ad senwA I Edip To Coldiw C~Its CAubw Be=sho
4SPAN pmfttgt km
Wir &r 7 x r a 04W x OA21r ulir a 0-off
m 12 03
#10 12 w 3w Ir 9 5.077 x 0-me iff-o'lar
NOTES- — J09my T. Um
012 12 1. r x ir x O.DT7 x 0.2w Iff-0.1291
1)1 a Span Lanp AM4 or 1w 12 3w I-W Z'x r x G-wr x cL3w .0.12r 44
CL a Dveftno Longm Mir . 12 7w 1-w rxurxo.owza" IW--0,2r
2) Al spa-kW in tw Wbt"am(w equak VacW44W)oa bI�n uuppwu at w�da poW& pAhn b a""O(wk&
3) HOIJOW&KITIAlmis shall not be spAce& "untwrl4rwdrars"
I i
4) S410 IM boarm"only be spowd Id tw qLUUW polno wW spUQu"be sw2gow.
PC).Box 5
TYPICAL BEAM SPLICE DETAIL "o
SPAN EXAMPLES FOR SECTION 3 TABLES SCALE V a 1*0 FL lvm
$CALF_ NJ.& 904-786-9241 OF! 10
Ji�ffirsy T. Uft
C,B 0,0 M 13
Tabloll-1.11-114 Allovable Edge Beam Span$-Hollow ExtUSIMS Table 3.1.1-130 Allowable Edge Seam Spam-Hollow EKtruslons Table 3.12-110 Allowable Usm Spins for Miscellaneous Scmn or Vinyl Room&
For Scr**n or Vinyl Rooms I open or Partially Enclosed Structums For Scroan or Vinyl Rooms/Open or Partial ly Enclosed Shwures AN Partially Enclosed SbrucAures P.0, BuCAM
For I second wind gust at 11 A MPH velocity;using design load of 19 AISF(32 EISF for Mar-Cantilever) For 3 sacmd wind gust at 130 UP14 vslocftr.using design load of 17 AMF(45 OW for Max Cantilleved For 3 second wind gust at I 10 MPH velocity,usin g design load of I a 4W X'sonvifle, FL
umhwo ABol SM T4 WRWM Al"WU T-4
r if Z'x Cow zr x OA*r r x x ."r x K Akffnid�Allay SM T.# 904-766-9241
Load NMx V I(Imen V w an,sn Lj_�ed kl�Som V I(bmdIng W OW9 -ln Lod M�s V I lbwldirz W of"FAC&OW)I LaW Y_!m Spah%,I Pan4kv W ar deftabboan in TdhWarl Lmd Wkft
V. I Max- I WkM M.) WSW Ssff4hdna Bea= 2*4P* I T-r I SO Er4r' I W4r' I F-V I Vr I 9-r_ S'.r rr r-S' I V4r I
Waft Mj am VAM DW WW*mj I a I s"R 3" I cmyuk� A4*"We Span V/bs"Im W w dafincu�'ff
I a I AW 3 Speni 44- 1,.,. 1 A 2 SW 3 4 span 1'�M"'6 43 Iazsw 13W 1
ntft~ 4
9 IF-41 d F-C b S_r a 1 11.1* d 5 W-r d SO if F-r D I 1*-r 4 SAW d W.r h I 4r!-r b a-Ir a 1 9 C-l' d C-19F b C'r b rArAG_0Wz0AW ITO .I
r4r d 1110 A ir-ur 4 ir-r tj 9*.1, cl ir-r iii r4r cli r-r A r-w 'r-1 el r4r
a C-l' d W-IV 6 CO b T 111-7 d. 41.r d Fr b S-I* 6 1'-1* d S-T' d CA' b T-Ir 6 IT-1 1* 4 1 8 _3;'l C-rd -4'41' b 4r-r a OF-I V d I S_-V Ir-ii,a iz-r co I rO ca iilr 4 la-i 11TO 0111 11rr 19 F.11* WO ro.
7 7 11_Fd rO b 47-r a 0-11, d 7 _W__rd -71-1- b r4r a I'-V d Jr-C b SO b SO 6 V.IW d I -r-_TV__d _F1'1_d r a r x oasr x&.ur is-i I- is-I. A 14.-4- (4 ISO gA IY.r 14 1 z 0 Ir-C littl' Ill
-T-r-b I C-7 b W-W 6 a S_r b SO b x4r b sr-ir d I a 74r b S-Ir b TO 6 MIT d r x r a 0.0sr x A.120' IF-V ir Iff-r ISO I 9-ir I
6 4*1r b C.r b 1 0-11' d a 7�11* d 0 4711Z
a SO b 9-fr-b T-1V b 1 0-11* d I If S4r d R-0 h C-r b 9-11* 0
4"r
3
'W b
a r V b U-S' d 0 Tr b Y.r b S.V a (r.10' d rKSjLaWrzA22r Z=r.l 211-C WO lr�r Ir-111 aw 154r
Tr b V 0" "Ir- 1 0 1"
10 1 T-d' h SO b V b V-11* b ff-ll* d r 74.
TO 6 1 17-12. d I it -_Pd - _1V b T.r b SO 6 94r d is -1 _Y-r b ri 7-6 r Ur 2S-4rr 2S-11' 2r4r k4l 1W_r lvrr IWO di W41
a I I . V
2G.-Ir
I S-r b W-7* b S IV d 11 SO 6 X-11' a SO b ff-I(r d II
to 4T I h T IF-11 Ir
if TV 6 K;FF b Fir 1 57 d 7-11' b 74r b 7,2' b 17-V d !r: !r: NEW Ir 2Yr 4 2W-I V 27A V 4 Zr-l- 21' 21r-r 20r-Cr 194r' lfr_7 IV-r Cli-Ir-rd
12--. -1, b S-0 6 S.�r 6 9-111' 4 Is T-C b I SO b 1 7-7' b 9-1V d -Ir b 1 r x ir a LOW it 0,34r V ZWr (4 2TO c1l 2W.7- eq ZWO (4 2C 2S_iW 2T-r 2z-r 2ztr 21,4r
_LT N 12 Z-r b 7-Ur Is ZO a VO 4 12 r ff-W d'
r X a-x OAKS- a.17 Ike.
Mr r x 3r x 0
Load N�span*0 1 lbendkv V or deAsca"'O Low MUL apim L.I Wwwlns V at 4n
Ladd MaiL Span V I Mond�v W 69 dAmd"'In L-d ANUXL V I V at dwrmAUm'4n T"ow Wld*
I '. r__
1&2 APM 3 Span Um mm Wkkb N ALM NO '4
Width K) 4 Apse WW Mj I AL 42 SW 3" 4 sp- Mdtk(L) I AS Spj 3 Candiewfo S611411*111 8"" 74' 1 TO I T4r
cwdm~ 43w a I spwrs apm 4&pan
a I r4r d sl.icr d s.ir b I i,.r d 5 F4r d F41* d r-I* 4 1'0 d C�r b V-1- d 6-Cr d " a F4- d T�r d AlowsbW Span T I 6wiftv V w dmil-Wan 10
a WO d r a r x o.07r IL IMC 2V-I(r 25A 24'-V 21'4,r, 2W.-�W
-r a -r d r
64F d 94F b t 1'4' d a F-C d W-r d I WV d 1W d .11' d 4r4r 6 WO b U-1 t' 4 1 C4r-.d -17 d 37.1- 3W'r 2Fr
d T h 64 -V d 7 5-1* d W�r d I F-r d T-7 d s 3' V 19 b r d 4r 23W 2x-�21.r !�FV
7 14r 0 W-C b 41� 111' d T W " d SO b f-V 0 ar-Icr 31'-IV
_b -.1 25'.r 2C.7- 27-11*cl 2S4i"�ZrliV
r I
a
I IV-11 d 11-V d a A'-IV d 9-11- 4 1 W-1- b I'-r d 3ar j 2F-11- 2rO 2W-17 1.2S.1 I U)
a X-r d V-I* a T.11* 6 W-11' d A d 7 5 T.I' d c
I T-1 I* d W�r h Cr 11 OF-W d 9 Jr4r d F h V�r d I X4P 6 S-IW b X4r b W-1cr d a -Z7-d T_4F 6 rxlrxsawx&3w 39-1- 3V-17(4 3C-li-cq W�r c4 37�r 31-1 .4 30-Ir cq W-r c -V 4 XrO dl < LLJ
2W
WO d V-r 6 r.r b Cr-11, d 10 NO d 64r d 54r b I'-I* d IS 7r 6 Y -71-rd CO b C-r b Gr-I V d 0
- - d fflPE6 ,T4r 11 9-1(r d It F-ird x-r b 47 b irl I- d
�2
11 .0 a jr
11 TO d 67,2' 6 .7.11* b -11, d --r b t F-r b -1 a Fur 4 Il L Spsm am b=W=110 MPA wV4 6W out dam ksd for frwnkV. L>
X-C d" F 1 1,A Is reomnwaWW dig to erviimw be awsuftol on&V ffAK*P*vkxa kwAig b"m Omit spone mom aw 47 0 z C)
-r d a
12 9-'P_b V-11* a X-IW b C-111' d x SW firC-11' b 1.1* d 13 Z-1i, b r ff4r d 12 XO_d IP-r b Vr 6 W-1 V d 3,SW a ffosawred he Mew or OWWWOM to beds of Wd O"m*M
2*a 3"it 0. rx-C110 r s jr x a 'rxf-20.0 4.Ab"ap"do rxA�Wuft Wr9Ch of hnn besooL Add NxWxsW dWAncs Imm WrWt to Wftr of Wam to twom vwM*d10n lo ft stobt 4w&mr%m
LAW AN az=L 3 V I iln-IkV V or drftmc&m V1 Lood RUML&L *V I V owt Al I Lood MKIL V I(bwWbv W swr 'dj L"4 : ANUNML V I(bnding W awr -,n b"M 4W%,
Spens MW be kAwpWated. Z
WWM 04 1 a 2 48A 311pon 4&- :1&1 SW 3 SPEN apse WkU Pj 1&28W 3 WWlh N'I a 2 awl $spen A$Pon CantsmW D Q Cj)
a W-11- d V-11- b 4'r-b-1 TO d s V-I' d W-r 6 S"r b 74r d 5 " b F.IW b F4r 6 i'.4r d 5 r_r b I r4r b,-T-rb Fi 4 a _j Uj
a F-r d WISP h Cr b TO 6 a 'r.r d- VO b 9-7 b V-111, d 0 r-17 b Ir-e b F-r 6 V�r d a C-r b 'r-C b FI" b fO d C) LU -
=) z -j
I -FF-b r-fil'i _77-b i,.r d IF d W-11 6 r_IV b TAW d I 'r4r a -W-1-1- b -4C-19'b T-r d I V-I* h WO Is W-r b I%r d Table 3.12-129 Allowable Beam Spans for MIscallat-wous Scrusa or Virly!Roo" in 0
C-ill b _FF-b l-r d a- kr-r b r-r b r-r a v-r d Cr b r4r b WO b Vr d a TOb -r4-- b -Fr-b 11-W 6 as Padially Lnclonad Strucbm" rj) <
a CO b -v7,-b S-W b r-r a ir-i 1* 6 r4r ii I I X-1 I* b C-4' b WIr 6 V-1. -F:F-b 71r b SO h 1'4r I For 3 second wind gust 4 120 MPH volocKr,using design load o(23 AMF LU
Is 4FO b -7--jrb -Trrr-b Is I f-r b WO b W-r a l-r d is SO x4r-L I.-l- _T4_1' b SO b VO Akw 00 T4 Cq
410 h 7-7- 6 r4r h or-r b r-r d t Ce W Z
V�r d 1 11 64' b ,1 fifiv 1 T-Urb -
11 1 SO X.lV 6 1,4r r b Vr IA d
'W��14r' VO SO 4_rj__
CO b "is U114teWS bewm TO I T41r' t F-r I Cy C)
12 1 SO 6 1 So a I f3r I
S_W b
C-V b IFr 6 W-4- 6 1'4' d 1 12 1 SO 6 F-r 6 S-11* b 1'0 d i _11 M 0 CIO
Now SP6ftV1hGKftM&VW do6scu! Ir 0 IP-
1.Abow @PIK*do nd kxk�WV1h U1 kr"bmm Add lx�dear"kom w(Vt 10 W*K d hBW iv Wm 11915C
1.Abom opwo do rat OK"Wigd%4 Ww Wwa Add hwWxtd dWmm hm YpW Im awAw of Ix"lo be" rKCx0J)W10.lW UW dl IrO d Wr di Jr-IV dj 90 dl-Wr di r-I V d r4r d r4r dV T�.e-d r_- bt-6.1 jw liNio
owwwCOM W to abmm Spam for kW bmwn VW& affmagm b ra abow ap"IN h"b"M MMIOL rArzAawxa.iw Ir-Will IZ-I*d IlAr d IWAI'd 117-r di IJr-4r dl 9-11*d V-7' d V4* d IV-I* d_C.Ilr III LU
L Sp-aft be kowpoW*4
r I S'x G.MW S.Ur is-W dy ic.r d SO Ir-IV d 17-V I I%.I I` WO d ll'-r d 111-11'd icr-r b-lCr-,r b 1r-IV U)
L spens nq be'Ainew(OL z
r x r x COW s A.120' irr nl IS'_r d ISO d K14Ar d Ijr-r ISO d 15.r d 17-11-d IZW b IZ-1- b 11-0 b If'.r
rxrzg.WrzL?W 2TO_dT W-t d irr d IF_r d ir4r I If d I F4r d -I.V-r-d 75_,7_d j4C-11-d IC-r > LU
S' _11__ D
rzJrzGZWxA=4` 2W-11*(4 2ZO d 21'-4'd 2WO d 19-V Is'-Ill lf-S'd Ir-IW d ir-W d=W-ir d=Wr d IS`-r d 2� z
rxjrxomrZL3w 2!r-r 7-23rr d 27-C d ZVO d 2Cr4r IFAI'd lt-C d IV-17 d vrr 6 IMF d IT-F d Ir-l'd W
rKIVx4"Kd.UW E-4rd 2[F,-rd IWO d 11.1
2WV dl 2rr 61 21r4r d 2W.1 V 4 2Y-IV di 22-1- 61 ZFV dl 2T-V d -7.3 0
T LOW Width <
Table 3.1.1- Dag"844k" 1 SAr
120 AjloW4bj!LPjPk'GAqm Spam Hallow Earuslons CO' U_'rO` rw 1 WO, 1 WO, 1r4r
AS&.ftW4 Spen V I d.&wbm'ff
F Y"Room I open or Panlaiiy EncAosad Sbructurse r z a*a*A7r z @-=Ar 24r -I' 11Ar W
-dj 21.0 dl W-tr 21YO d
_2W 14 r 11 d r d W_tr 2
For 3 sacond wind d 120 MPJ4 we"ushV design load of 23 8W P9#W bw Mey-CAntlW"4 - -1 1 Z'Id d! 2: dj Z71r di ZV-11
.'�K rxrxGD7rzA 30 2S
AL&PInam am T4
x Ke is- ------- rxrz&@Wzd-Wr 31*0 21r-IV di 21`�C di 2r-C di ZW-1- 4 ZWr �J�.r dl 2S 'Z 2V-1 IF di 21"Od LU
r 9 10'a Lear R 0.3W WO 3W4r dl 37-IW d) 31-0 dl 3174- di 27-7 dl
MAL di W;t. I
Lmd %:I dsrwLzw,0 ad Zr 2F-W d.1 2C-II'A C4
Lood Whax T I Pker.4d"M V W (L
Wb=04 Mae. Wf.= 1 AsPW r
A 2 SPOn' 3 Ap- 4 Ap- C..Oi~ 1.it is nK=vmo&d Md ft erVkww be oxmuW on"aAawderAma homkV bom lot 4ma own own 49
4A' 4 4'-lW It IVO b TO d 6 X-S' d 9-7 b V�r 6 V-11 0 2.Spws as bmW an 12D M.PA wind kmW pkA deed loo for km*a
C�r b wr b cm IF d 94r d CID` b rO b FO d Spsn 4 wan6vol ka oankm of qmocdm ID%*A or wad oxwodkrL
g
W-r-d--7--1- b -XIV 41 ly-W d r I-IV d 4r4r 6 4r-V a 7-It' d 4.Abm wM do ad k%luja Iwo of kno kw&Add WWwFkld dWw"kum LVrV9 lo wnur of Irma ho bsom covactian b Ita&W" jr
TV 7-F-1Wb SO b W-Ur d C�r b jr-4r 6 0-11* d C:
r--i4-rd WA' MPOM
"r b S-r b SO b W�17 d 1 0- YO b X-I I* b SO b lr-ll*- d S.$PK*MMY bG k*KPQWWL
J%r b T-C b 0'-ICr d 1 18 Sr b SO b S_r h WAW d
r-11' b Sr b I X-4r 6 94r d 1 11 Jr-r a T-r 6 SO b IY-19' 0 Tsbis 11.2-130 Allow"fisam Spans for Ulapellarwous Ure"or Vinyl Rooms
12
12 ZO a S_rb IF SO b 100 d SO b I 74r b 1�3` b W_IV d LU
r . 't
7r.-P r x3rall as padially Enclosed SUWcbjM
NGL MMEPW I (L) La
4v W or 4Wkcb='S) Land For 3 s000nd wind gust at 130 MPH veloctir.using design load (D
Load MEL AW-V I fbm-d- N�2PON L.I V W -,n of 31 SW
WkAh CIL) Um uminum AAm 0063 T-4
a I SPM S apo 4 apm &law 3 spell 430"D sisem - Wad VfkNk
W _FF � WO b I f-V d s 6�4` d C-r d SkVW 8*114ft&V D"M rr I 3%r I SO' I VO I X-C
-4 _d CO d V-0 d _1 W4r 1 FO I FO 1 SO r VO�
C-r d W-11 6 CAI* a 11.1' d A W-11* d W-ZP d 94r 4 Vr d AAawaWe Son*V I band6V W st W P) 9
WO W V-r b r-ir d CO d 6.1tr a Foil, b V_r d rx6,xs.&wjL&isr W-0 WAV dUjr-C` di W4P di r4r di rO dl r-r bi C-Ur bi d-r bi-W-C E.
r-r
W-Ur d W�r a c�r 6 &-1 r-d a (-W d V-r d 60 b f-F d rxrxdgWzLlbwr Il'O Ifflill dl IIYO dl 9-11'd ri, di lr�r co s-ir bi re bi e-r bi r-ir bF r4i bl F�r C13
s SO d -Z7-b r4r a 0_11* a a Nr d F-C b W-r b VW d r z r z cAw a lumr ir-r 1,7-r dl 17-r di W-71 d IVZ` d U
I lir-ir W 117-r bi 9-lir Ir lbl KO
is SO a V-I I, a S-IT b 0.11. d Is 7_7d -7-Irb _FI 1-rb -F-7--d 0 lt�-r" I'l rl lw-r Wrr
_Y�_ rzrxi.DWxLl2r IF Air dJ.jK7r_bLIV_e_bj IV-S'jr rlr-4r
III 3W 11 r a _FFT W-Ir 4 11 V_I* 4 jr-IT 11 CO b 110 4 r*xrAG"xA.22or 1&0 lr�r Ir-0 d IC-r d IS-11' IS4r 1C.II'd ICO 174r IV-11 17-4rfl
12--_ T�W,, b T�_b -7Z-b V.IW d IS Fir d c4r b t4r a F-W d rzrx*ATri IWO'd C41'ill I r 4 ur�r IC-ir
- 0" I
W
J-x 4- r K'4r a a Ur rxrzLwrx1_vr 27 E�j -4 Ir r IW-7
0 MFV211 d 11-C d L11 1': 41 ircr jr-r
VI(
W or defim" Lmd I toonding W w in rxiViLSASrxLNV 2F.0 2r-r 21%S' dj 2V-1 V A 20r-r di IWO dF_Ilfr�r lCO 61 IC-W dl jr.iw bi
'DW
d s"
"!p d '1'
IN __" I-- L4r
R-ld
"0 d SNO Mill
d 'lr
a2spen 3 spW 1 4 APM WIM N I A220ml 3 Spen 44= I Men. 21� Id
Ir-e-b S-_- b IW d a r.r d I 94r a IrO Is 1.11' d IM Load Wknh
Doubis SOALWriil -r,-rr V., r4, W4r'
Begro T.5' F-r Tr I 4'.r I 4r 1 FO_1 WO r-r I r4r I
b Wh -7-rh IW d 8 Fr h Fir b r4r b TO It
7_10-- b 51-7 b V�r d I W_r 0 T-41 b r.l* b 1'0 d AaawaWe Spw V I bendkV Wo dnfiacg�'W
-7--rb b 'r_IW b 11-r d 8 - _" b C-11* a CO b 1'.r d rzrLG.4Tr*GZW 2c4r di-�41 di iV.l V di 2V-i I'di W.I* dl W-W dLIC-101 di ir-r df ir.iol dj_ 16-11*- Ir-r JA3 0
X-r W-77-b c-r b v.r 4 a 51-1V 6 C4r b Cr b Il.r V x r x Carr I AMC Irr d Ej�f2lov-7 di N23�f 2r.3r dl 147.1 I._d IWO d 3 0
,r�r Is 1'.I* d Is s-r b I 2r4r 4 2r-r
rzrxaArx&3w 2AW d "r
=C-111 1, 'V'r b V-Z* h F.11'b 1'0 d 2 dl=.r I :�F dl 21.:r d IFAI'd IWO d
�11 _4'2'� AV di 2W tf 25'.r di 2W.1 21F-r dl 4 27 W cl 27'Y-7r*d &LJF-F-T
7 a 7 Irr�dt�l F'r b V r x ir x a-or x 0.381V I F d W gj 2y-r Of x cl
SO a I W-11'71-77�dl 2 SW b r-r j 31`�r cq ZW41 0 di Zr.0 dl_264
a EFT =:
-7-b F11 b�l 4 d
1.It Is remomw%1W MA to vVinw W axauud on"wAv.*WmwA kAqA'j ba"Iva wers mm tw 4W
1.Above sp-0 dg"VdLWG W19th of Ww Wwe.Add haUx4W WWros Irm WVt to oWW of bace W Wom 1.SP"are bmW 0 130 M-PA WW lood"owed bO 10 ftWr.Wj.
conrocbm to 94 gbaft V"for bW b.=spm & PM is ommmed 11INA wow d o"MAW to INMA or*a Qotffwcm�
L Sperm ff"be hwfp� 4.Abm aWs do od Wduft WW d knee kam Add hxUwW dkowne t=U00 b Wfaw or We=ID 0-wa OXWOCAM in aw AW"qA=tw WW 6
bNKA zPW*
L Sp-mey be kagoist4
OF 10
L:j,
Table 3.1.5-110 Allowable Spans For Fourth Wall of MiscallAndcus Framing Beams for Glass Room$I Enclosad Structures Table 3.1.6-110 Allowabis Spans for Ridge Seams wtth Sod Mating Seams Table 3.1.7-110 Allowable Spans for Ridge Seams with Sol Mating Seem
For 3 second wind gust at I I a MPH volocity-,using design load of It NISF For Union Roorn$or Vinyl Room&I Open or PaMally Enclosed Structures For Glassi Room&I Enclosed Structures
Mural AN"dQU T4 For 3 second wind pud at I 10 MPH Y%kw",using design load of 19 VSF For 3 second wind gust at I 10 MPH velocity;using design load of IS XISF
Tnb��M�tk
7�!�q d Width W,*Put"Spacing
Allowable soon 1:1 bondinG'V of I r�4r 4f* flr_r--�
UVie Soll-MOng 14- 1 F7 I Fr Iffi-V I Ir-r I IN 'No 1 It4r I 2ro' I Zr4r I 2NW` 1 2
0140106 deflection V 24W ads Ultirm sec"a No I No '.0m itW Lag Mod"Soctlkto Va- 1 No 1 rq.
f-r-d To d F-10'bi F-r b So bVT�4* - 'F�3, Havvabia Span V I bondl�ILV or donwuan
b S-V bi C-1cr bi 4*-r b 4*-r bj C-r b
rxrza.DSlrx*.10r lfo d 117.r d 1rr d w-r b ro b r-V-b r4r b " bf 5-11'b S-r b Tr bi S-r b r a C x ab"a mmr ICr-r b N-12* 41 9-11 b V.0 A, F-W 0 1 r-r b -r b E-11- b too b 9-111' b fo b so h I r-f� b r4' b F-11- b
ICr.IW d Wo b V-17 b N_o� IX-C b lr-- 61 1rr h lao b F4V 6 W-7 b W-11* ki F-P b rxxzs"xLiW IX�e b 17 b 11 1,
r air a COW I 0.12V IXo d IV-AVd wr b r4r b r-r bi W-17 b C.r b C-r b ff-W b --r b 194r b Y-ir to F-T b W-11 b r-r b
S. r-o'b-FW-b r-r b F-IV b rxrxdAwx4.IzV IS-0 b 14'-W b IZ-11' 6 IZ-r b 11'.5' b lir-14F 0 10-C b Jr-IV b 2-a r X LAW x 0.12r If-r W It-W b 17.11- b 12--r b I ro h 10--1V b 10--e b
g' b N_'V b
17--rb-TFV b -L-I-Irb
r xr a GAw x amr lVo d ITW d -FW.r b V ; f4r b r-ur b
Wo b W-C b Nil'b r x 7,a 6.85r x LIZV IT-r b IF-7 b 1r-10* b 1$-11- b 17-11 6 Ir r R r)I USr x 0.120' ir-r b lir4r b 14'-lr b IS-111 b IF-11b 17-V I r-ju- b I IW b
irarza.sTriame, Is-r d Ir-11 d I5`4r d 14'-T d IS-T b I"b 17,r b �r b 11-10 b II'W b
_r
r b
b 117�ir
i 0.22e 2Z-19' b 27-11F b IF-r b Ito b tro to Ir.r b 16-V b IV-Ir b I r R r x corr x a1w 2r-icr b 2w-ir b
o2w 21'4r d Iff-Ir d ir-V d IV-,III b IX-r b 1%`-4r h IFF-b b IT-C b ICr4r b, ICA* b W-1V Is r I r x 0.0te I IF-r b IN-V b 17'o b lJr-r b Ijr-.-q- b 14'-V 0
I'-" "r:, - - - -__,_ , - - -- -
- - -r- 6 1 T-IVb I!'-I- ir-ir b ir-F I,
Er E,i.!KIT, 0-3 W 2r-i 114 Wo d IN-rd 7,r--IV d-1-5---rb 714W-r-b 73 o b IX-10' I,-,r b II'-r t Iffo b r x r x 0.07r x AMC 2yr to 2T-V b 21'-C b 10-11' b IV-10' b I" b r x r x ao x a.22C 25*.r b 2s.i, 6 21,-4, o ir-i 1, b lv�jr 6
I - - WX b
N.
b
Irziria.arxt-Ur, 2F.r-d ZY-r di 21'4'd IF-r d III-S'd. ir-.r b lF.I.i IS-r 1) 1'r-r h IT-W k qr4r b r a jr z a.ur x Litir 2T-C b_ 2C-I V 6 2r.11 6 21*.r b 204' b IF-C b 19-r 6 Ir-F b r a r x G�x 8117-FF47--b 2,W-I'AV b ZT-I* b 21".r b 29W V-4- h 19,V b Ir-rdb
rxirxGftWx!2g3 3Z,r b 2W-W b 2rr b 25V b N"4r 6 27.jr b fj-.jrb.
3rr b 21ro b r:rr 6 2s4r b 2fo b !FiCr b 2Cr.IW b
Mabee: NO"*
,�aad V4dtk
Double sox-mm" F-r I 2W-r I =.4' 24'o 1.Gain Rwffw Tho WNW of Am*wm karre whulowis*0 akao pews jhd Ive d*4*d III 110 hLPA wkid l000d 1.Glen Rmm The-d^m of skm*wm frome wvJQ-%will Qlaml petvas told we dWWmd to I IG"A wW kmd
No I f4r r-r I Iwo I IT-V I 2W
V or sequiromanS to do SbM UWVd aboo;ftnWwot to 2"VM 40 MAL mdMWW kw*S Is 0A t*Quh& rvw*�%D ta aUm upVt aba lowesses to ftWJ0 @a W&&Xond hn*V ok rood mW�
Akmvabhe Usn V I L Tab4os asouns skuskin vionled wM 1orjW OWL'alm duetaw pwallal 10 spond bod. Z Tabiss maim wormw aiarted w1h kmw oxirualm dWwWo*mW 0 a*od bad
r x r a amw x 0.22C 2,r4r di 21'4r 111-11 d 11-r� 1, W-1 I-a lw-w a! ISo b IY-r h Irt b
!EE�j j,_4 a -4r 3.Spam OW he kAI(P01Ahd 3-SP-flW he 010%01010d.
d
,di ; ;dj IN di r_,d j 4o b
r a Ir it 0.07r a AMC 2r-V di 23V-11'i 21'o dl IF-1- IF-W 1% 15'-11'bi I"bi 114V-r bf IdV
ritria.ur;omr 2v-jV di 2s-r 4 zr-ly 41 21,-r di 2114r dl Ito di jr-z.%tro I IV-11.di Ifr.4 ISO 4 15-7 b
rx,:a-x*.wrxs 2F-P df 24,4r jd 'r.,1. C0
3X4r df 21rr t ZTr di 27-Gr di 217-V di 27,r 01 19-r'di Iff-II'dj If4r di Ir.IV
NOW Table 3.1.6-120 Allowable Spans for Ridge Beams with SO Mating Beams Table 3.1.7-120 Allowable Spans for Ridge gamms wtth Self Mating flaams 2 < LU
I.It Is mKorwrer4ad Aid Ow&*nw be onualled an"mincolorwous framhV boom 0*"no mm Ow 40 For Scmea Room or Vivo Rooms I Qp*II at Parilailly Encloskd Structures For Glass Room I Enclosed 31ruchwas 0 :3 C)
Z Spoons we boamd an 110 MPA w000l load plus dead low br kwWrig. For 3 second wind gust at 120 MPH velocity;using doolga lasd of 23 XV For 3 second wind gust at 120 MPH volocitf.using design food of 13 MW z 0
3.sien is mamnoe km miao,of orrmzw%;isacis or was wvacp" T < L)
&Abwa ap"do not k"xis WV&at knoe too�#4d hW="deWnGS k=AgiIitt 10 UKIWK 09 IF"to be=Mnozbm 10 t*aw^Spars IM 10101 11bNow LOW WkIth W -of ITEM IrN*
be"APOIL tej� Fr 1 2 (9
24"tj sections frr I N.N- I re NA -13-M!W I So"no&OGUefto r-W I Wo I It
Sparm nay be 1rAwpoL-A loome"Span V I bwKSmg le ar .1 SPERVI a V ov deflacdom Z
rad'sLoAd4as-tor WO bi K-1V A, f-r b I r4r b r-r bi lr-%I' a Wr b C-C b a
r a a'JL 6.0"z 11.1or to b W-11' b V Mr-r b I r-V h r-r bi W-Ir to F-r b I f-C b
rzrxdmwz*.10r 17-1- b I I I-V b lffr b 1r.r b Wo b F-r 1)V-P k r-17 b r rzamrotoior iz.i* b I im, 61 icrr 61 jr-r b No hF-Prh 9-7 A, r.10, b 0 LLJ
rxrza.*wxa.w I ir b ix-r to -i--r4-r 6-10r-r b W-Ur It W-r 6 0`41 b �LK-� - -- LU
r x r it @Aw o,a.i2r is-IV b irr to W-Ur b I 11'-V b 10r4r b fir.1jr to ff-T b go� 6 0 z
1"3.1-55-120 Allowable Spans For Fourth Wall or Miscoliarlsous Frarning Beams for Glass Room I Enclosed Stiruchmas rKrxGjLwxA.Ur If-IV 6 IX-r b Ir4r b JT.r b 111-11, b Ij'-r b Igo b Iff-C b 0 C)
r x A,x Car x KEF-7--rb iar-ii- b-Fr-4rb Ito to-Ts-.rb-745r-b is-il- 6 Ix4F b rxrxL@wxa.izr IW.111 b 10.r b lZo b ir-r to iv-tr b jr-r b IFV I, -JU.0 b 2 go
For3 sac"wind"at 120 MpiH voiachr,using design load o123S1SF iro b iv-r b isr I, cf) <
Alumolman AUw SM T4 r x r z.sArTr X IMC Wo b IC-11* b ITY, b I.V-Ir b I-SW b 06 LU < P i.-
T!pA rzrxda7rxo2W 27-11" b 29-11' b 100 b Iff-r 6 IrQ- A, IF-r b IF-r b 14V-IW b r x r a 0.077 x*.ZW 2r-IV b-W-i-irb Iwo b iv-r b lr-r 6 1-Nr b I-sr b W-Ur V) lx Ck 0 0
-a r x r a CAW x U10' 21C-Ifr b 2r4r b W-IV b ia.r b Iwo b lrr o, ir-r b 160 b VxrxLUrs*Xlr 2C.101 b Zr4r b 29r.1 V b IF-T* 6 Iwo b I r.�r b ivo is-ar
12-4r IC-41- I IV
dr-r ro, iar N4 4r- I JNo` I 2r4- zr-r zC41, lrxvrxaLoArxGxr 2F-f b 2Fo b 2fo b 2T.r b 21*-,V b Wo b 1 1:17 it LU Z
Boons Agftbk saw W I bondlr4 IV at doisock-'or bloom r x 10'A GAW a d-Ur 29-C b X-r 6 240 b ZTr A, IV-41V 0 IN
'Xo ' 'r-" a
'ro ' 'N-A` '
�41 1, 214- A,
Mb
b
r 4,x oAw a uoir r-ir d r41- dj V-11-b F�r bW1 F-r b N�r bf 4r-111 bl C-r b X-r W 4-r b 7-11'bi T-IjV 1.Glen Roma The addttkR of olurrsun lana wkxkma wO Oam porm twoL am O.V"to 120"A o*d kood 1.Glem Rooma:The amow of aluenhwm knore vokodv�w wO 960 piona dug we desigrmad Io 120 MPA wind boW LL 0
so bi r-V, bi F4r I, V-V bi W-21 D X-I V bl 4C4r nquirunards lo VA above upVt sum kka"m ft shrono so dud oddibonal kaff*V is not nm�u� roqukewsords lo&A above uprVA&lzas krKroom to sbwvffi a foot addalormol firwroov IB not requkat
rarxeAwao.ior 19-1V d W-r 4 F-r b r4r bi F-1V C1411
r x C a 0.*W z 8.12fir IZ-IV d il�r d ff.ICP b 9.1ir 9-1- b T V. Fr F�11'b So 4r 2-Tabled moo�w arvilim WiSr"uft kwW w*Wm&hft*M pandal to ap0lad W& L Tables&*Kvm adou"o6ar"d wM longoor extrusim Oftwolol Foraft*2 opOW loodL > 0 Lli
rxrxdMFXILIZr ICO d IX-111 d JV71 1107*-1' bmi ff-�r f-r bj r-11- bf r4r b T-r r-ur b wo bf vr Sm-now be wftwwwooL 3.Sq--4 be k-polo-d. 0
Ir,rzAAMXs.ZW IN�C d 16-V d IC-Ir'd IY-V bf 1144V II'-V bl Iff-4- bl F-V b Fiar b r4r 61 f-r-A z CY
bj
:20 27-V d Ir-IEd_jV-r d IT_r b 17,r lf-W bi IX-Ilr b IW-r 0f-lIr b No bmi 74F LU
I x, 'V b 10.r bf No b Table 3.11.6-130 Allowable Spam for FtWp Seems wM Self Meting Beasm Table 3.1.7-130 Allwablo Spans for Ridge Beams with Self Mating Beams
.3W 21'o d IJr-1(r d LF."d III lb is4r 174r bl li-r b 11'1 117.3
r A Is*a 0.0w it 0.31401 2C-1 V 21'4r d lWL-W d "... A I,_"r iS-Ir bl Wo bi IS-Ur b 17-V ir4r I 1%r Z Z
If-C At IF-III For Screen Roome or Vinyl Rooms I open or Partiality Enckweed StructIn as for Glass Racons I Enclosed Structures LU
Fat 3 second winol gust at 138 MM volocltr,using design load of 27#MF For 3 second wind gust at 130 MPH velocity;usirwil 4W gn load of z?vw LU
Double Sed-ALWV �izi TeAwt"Lead WkKk 4r z-r7T 7 LOW It D 0
No 2, 24o 2&r Trib,"LOW WkM W-Puft -i LLI
Mosrool so Nwwq sadiore 0 <
Allovoobho Spoa V I b@m&*IV 09 1101101AGWIN I No--L irr .3,an'" sea Mad"seatioes F-r 1 r4, 1 r-r I ro-I- W.N, !1TV ii-7irl Irr U).
T IZ SP46 V i ever .1
V d 2ffr dl IV4'-d 17'-Cr 4,.r III ir-i Ar b 11-11 -
rxLflTr12.ZW ZF4r d 27 -IF d b, 17-r N Iro b A, -K
rx Tr-10-11 TA-1 i 194r di INA' "i i ex4`Ko.A"x*.I0r ff-dr b N-Ir b " bi ro b; rr 61 r-til Wr 6 C-A. b r z r z C."4 a SLIGS, b r�r b T-V b No 61 A`-C A, F-I* a I V-ido b
-V b '-I- b tu-3- b r.r -r b r-101 b
rzrzoAwxa-2w 2T.Ir 2�41`d ir.icr 4 ir-1- dl If4r 61 154r bl IC-11-bf IX-C 4 IX4r b rxrx8AWx4.Ior iv b io,,r b b 9.1v 6 r�r b F-I V J; ro, b rr 6
b 1r-r b V-V
.1 ;d rxrzL8Wx1.IXr I.T.11' b IT-r A, W-131 b ITO b Iffo b V.Ikr b 74r b ro -IW-1-1- b ZZ b -FZ
d =1 d I . .IF x 4�x M100' 17 11 to Vo A, V b 9
rziCx$.9wx o 23-4-d ZI'o df 2ff�ff` di lF-0-411 Ifo di IN4- dl ir-r b]19-1 V b] ITr b r'K 9'%GAW x A-IW IX-11" b Illo b b r b F�r 6'
r x r a GA5Cz 0.121r IS-IV b iC-r b 1.7-v b 17-- A, b lv�r 6 iFF b-104, b- rxi-xamrxci2r Ifo b IS-S' b 1Z-7 b vr4r b IOMV b-10-T b LU
Kooda r z C a A.Ur x LUC 2V-V to lJr-IV b lro b ICO b 16`�F` b 14r4r Jo IT-1V 6 11-V h 1,
I-It is 11KOM"P11148d IhM to dolobver be GNMAnd cka neoudsivema fiarnft boove that so"nxwe love 40 b I rzrx&ArrzLnr Is-- b iro b It-r 6 1 Sr 6 Wr b 13-C b ir-1V b Ir-r b. a-
2. Spans me booed cia 120 JAPA wkd k)ad An dud kmd kr Irwriw-0 rxi-xiorl'OF 27-Ir b 27-11" b lf-W 6 vr4-- b irr b iv-r b iS0 6 14*40' K r a GATr'K LIW 21'�r It-Cr-r-b-ir--vr b ii-ar b TIP b-lF I IF b ic-r b Iro-
IL SPO it Measured ftM umUm of comisckW ID kid&w Wait oawam 4.3191
b
r a r a 8.GW x 0.21V 2X.lW b 27-C b 2(r-IV b Iff-'F b 1$4r b 1r-r A, 16;4r b IF-0 =V F H--11- b IW-41 IV.V b ir-1- b It-r b 1574- b
11 Ell IM., 0-F X
r,z 19'x AAar x am 21r-C A.2F-C b, 2e-r b =-- b,e-ur b 2cro A.Nebl:�Ilb zr-V A, Zro b I 2Z-IW bi 21'-B* b 21r-,r b la-r b IV-r b Iro
H
4.Above SPWN do"kw6da WVlh at knes Jor"Add horkorAll diourne kum W(WA lo aw"t of W"ig boom UnmCdon ID 401 Ab"GP"Am WW 12 jb Q
bom opormi. Noloc
3,Spers-Ay be k-gWaInd. 1.Glems Poomic Us P$dbm of akm*wm froun whJ*"woh glass pams Mot in doeVied Is 130 ALPA voirld lood 1.G"Rooms:The adcOW at aEurdelum korm w*KW"100 0046 Pan"044 we damowd 0 130 PAPA molood bad
mpkernords to 00 So"L*rVt abm irwrosaft to*wVM so god wksdonsi$0.* is rxd ralukad rosorernooft So to&ban wVA sIzAke lowreawas to 400 GO s;gad mkIlwoof VarkV A mA mqL4" a
Z'fables momoo uUmlon wianhod WO kmW e4rLIAM domomkol pavAW is applied Z Tabies momatuo abrusim whadmil orah iww vzusiA dia4mW Par"10 applail bad (D
T"3.11-5-130 Allowabis Spam For Fourth Wag or Miscellaneous Fnwrkv Beams for Glass Room I Endosed Structures &Sp-mq he kdowpoWbod, I Spam am be kolorpoh"
For 3 sacoW wind gust ad 130 MPH vol*W.ushV design load of V AW
At All"AM T4 4r*r M14 L*a W LU
F* I IV.V 1 jJr4r 1 2rr 1 274�" 11 Z�Vo 1 46
SAVIG,us I
V41- I V4f- IV4r I Ir7F t�V U
AA*wabWApMV1 W or dofloadon or
rxCRSAWRILIOV F-r A T-C d V-V b F-V bi Wr lol C-17 b X-r bj Vr c-Ar t4 i-itir 14 x4r b 7 o
rXrzLaWzLIW IU4;d W-V d r-ii,b r-V bi F-r bi r-iV b C-71 bi V-4rr r.11r b NO bl 4!.r b 4-V
r x r a&OW x a.i2r jrr d 10-e b-jr-1- 9-r r_r F-IV b N-s' 6,41 _64' b Vo b Vr b -1. d
rxrxLorxlLl2r IX-II'd 17-W h I" W-C No r-ir b r-e V-%V . C-r Is wo b Sao, Co
- -U4 Z-V 11-V b 10-r b W--F Fo C�r b Wr b r-IIr b To
aWr -IFFd IF-r -- -j
I--71.1 V 111-1 11-r 11'.4- b 0-1 1 F-11- NO 1 11 1
Jr-ir NO b 9-41
I d 11-11-d
a-rx&AW x riw--�-2Fod IMF d IFF d i4r4r t3!x irr iv-r iar-1 lax b
1rxlrx0.QWx*-W 27-r 4=27--A irr-d ir.V is.r IA'.W
4'*
IF b
r b 41 1F-r b V
'o So I'
r
r- N"' 1 14-_
r'b .r b I b
'1'.4- b Il�' b b N, b _Jr I, ." I,
MIr§ 124
Double sax.,amov
Boom r4r F4- r-v4r I ir4r I U7 "EVIONOT f ir-r I zr4r I 2rr We- I
Allmushis Apm V I bom"V it A01mcdon'll'
r a r it dAm x Cm -jF.-jVd IW:Ed�LT-W 6 19-7 dl 15,r
IF-W di Ir-I V dl 1117.1 V
M
lit rft'141 112r 1 11 1 1
0.3W 2F-C d 2Z-r d 20-V 16-1 V dl Ir-Ur V-11-dl IN-Z' di ISr !I 14'4r 01 IV-IV bi I-T-r bj IZ4r b
rzirio.arx 2F-V d 25-11.d =-r 01 21'-1 1*di 217-r di IW-r dj l90 di Iffo dl Ir-1- IF-C bi IS-r bl ISo b Southern Horne Prciducr4 Im,
Note: S
I.K e rammoorhdod taft dw evirow be Q�W" , W�.....Mug j.,kV b.,,d*Wem mm tun 40P Lft
7 SM4 VA beead OR 130 M-P-K-4 k"P&A 0."hW IW kan". E Lr
3.Sw Is ma"Lod"M-AW of o;VPK;bW 10 wads or ad ox..a6A.
4-Above'Pud 00 not bldud@ W911 Of knee WOM A4d horkmW ddWnQo b,90 upiWt 10 owwr Of brace ID bomm ommmo:000 10 114 AbwA apsm%ff DW
bwn apere.
L Simm ft"be vtwpN4mL
7 )
P0.Box 8444
JacksonAlle, FL 3ZM
90 4466-9e I OF 10
Table 3.LI-1 10 Allowable Upright Heights.Chair RAN Spans or Header Spam-Mallow Extrusions Table 3.U-130 Allowable Upright Heights,Chair Rag Spans or H&Sdat Spans-Mallow VAlluslans, Tabl#3.3 Schedule of Post to beam Sin and Numbor arlTbru-Bofts Required
For Scirsen Rooms or vinyl Rooms I open or Psrtlsl�j Enclosed Structures For GIs"Room I Encl*&*d or ParlIally Enclosed structures Aluminum 6M T4
Far 3 second wind gust at I 10 MPH velocl1r,using design land of 12 NSF For 3 second wind gust at 130 MPH veloct1r,using design load of 29 W 0 Minimum 0
Ahur"um Amoy SM 74 Alueninum,Al"son 14 1111GAIN 111490sull a minimum Kass BnKs
T (Y Laad VAdth W-Purun$Padm IdW4wy d Width W p4ci-M Ifis Past 140 Pod&Lto I al Knes grace Straws
sections r43- I X4r I Z4. W_r 1 r4r I r-r I r-r I r4" I F4- 34tcuons V4- 1 X-C 1 4-4- 1 V4r _r4r I F-r-V_W.V r4r I Fr Fr r Xr a O.o5g Hc fixey 3 21 r ir r a 62--a-- (3)A
Allowabis Ho)gh4 W I bundingWor dirbstilan W MlowzbW Hal Ile W I bandir'N'lle a dirflacKORW alrohl SON stawa saams
r x r it o.ew Hallow r-11'di r-r d rr A V-111 dl 94r bf jr-e bl V-I* bi 3*-I(r b SO bl S-V b r—AD."r Hokm F.r bl VZ b Ir-111' bl 4-4r b-4*-4' b -C-11 Q S-11' el S-r W Jr-r b SO b r R 4V 1 0_QW X 0.10W T X r A Q-003, rzrxo.ow 2 z r z ri-aw
r,ras.ass, Hallow W4r di ry d r4r dV r�r dl r-r di 6-1%1 di ff4r W 9-r b W-r bi N-W b r z r i a.asr Hallow s4r bi 5-r t. V-r I CW b Jr4r b 417-V bt-Cr 1 4.1' bi Y-11*b Y-IW b 2'x S'x 0_11W x 0,10V jr Xr X a." T X r X OLOW 2 Z,X S'IL 0-05V
r x r x 4AAr Hallow c-r at s.i I* b S_r i V�Y` b IF-I V b Cr bi 4'.r I Ce bl V-r b $-I* b —FirXii-ow- 2
rxrxo."r Nab" C-Ilr d V-e d r-1 V d r dl r-Z dl Ir-11'dl 64r b 94r bi V-e b 7 a V x CAW x 0,127 7`Xr I D.Wr rzrxoow (3)910
- - -W dl W-r A C-111'df-V-r dl F4- dl Holiow r-ICr d TW d rX i ir-Ir b W-W b 9-1* bl F.TW_j —W-r b Wr b ,= 2
Fz r x owr Nonew 10`4r d 0-11'd Ir f.11-dr rr d S,z r a sme, r it r 3L omw i m2ar r z rx 4-mr 7 13'IL 0.05W (3)910
r X r x Maw Hallow b r.r b Fi- i Fr ; C-r b W-W bf t.V-A S-?- bf 9.0 b F-r lal
lrxrzo."r Hollow 11'4r d I(T-r i I0-V_dT W-r dl 1rr 01 9-11'all V4r di irr d r-r di_lr-cr r z r x Q,OTr X 0.2241 rzrxO.oW Tx4'x0.QW 3 2 rxrxo4s&— (3)012
it C a 01 b W-r 1 1`71-r-TI; 7`�V b r4* 1 lir bi V.7� b t-C
ISO 1741' ir-11 I V4r_b"ff4F 17(r_)* W-IV b - ir4 Ir - _T_- 2,IL ir 10,07 x 0224' r..r a tow z,z r z 157 z wor N3-T——3 r r x MY z 5,1 air 3.101-8. (3)914-
jr-j*d iv-S, 4 ir-r dI iF-ir 4 is�lr bj isT I arzos -r 11- -11* 1) L4,E ll,,r -_I r-t b r-T
G.&W "GROW W-111 d Ifr d� 14 V —
2.!r:! il§ id, �10-r Ir 17 1 b ff
r Me "..I
QAw 9.14AL 2w.r d b ICr i.7r b amr Jri 3 r X Ir X 0�050`a 11120'5,M.8 L4)W
I �S.m
'r 118 4
rarzo.s r 3 5 4
Ira ir x 6.aw 3-MA 2,741'd ZrA'd 21'-4-al 20'�r ial IW-C N 11r-W bl Ir4r b I 5-�C Is lz-i* I IWO b Lrzo" TX rxrxo.05xz f.1 z"x r jr ii.osy K 0.12(r S.Ad-B,
7_1 ki -
it
a
zMNEL rb R 01.11
51-1 hWghb rally be k6nK*Wd r x Ir z AAW&ALL 1C-I* b If-l(Or'0 IS-11-bi IL-f b-rYZr--b 1W.1 11 bi icr-C bl 11" b Double sa uisane
spara ffm be krieww"- Rjrzrxo,o7rzaw rx r X Q.0W X d.IM S.A11.8
p)rxrj,o,o x0.=4'jrx!E;X,2 is r IL S'x Q.0W x 0.12W 5.1,1,9
Table 3.L11-120 . mzoL
Allowable Upright Wallis,Chair Rag Spans at Header Spam-Hollow Extrusions Table 3-2.3-110 Allowable Upright Halghta,Chair Rall Spans at Header Spans-Hollow Extruslom mr I r x r x 0.05r x 0.12WI a$14
For Stinson Room at n fG�N`A Pon or Parlially Enclosed StruchmeS For Scirmn Roams C4nvensd to Glass I Enclosed Roo" Wrxiwxa.mrxa2Mrzrx*.o7rzov4,j - i Ia_ 8 Y X r X O�DW z 0.12W 3,101 A (10)814
For 3 second wind 126JAPH va .using design lead of 14 WSF For 3 second wind gust at 110 MPH velocl1r,using design I"d of 20 NiSF The miniffun number u(hru bob Is CZ)
linum Allow no TrIbut"Laild-1111 IN W-Note AP60kV Aluminuva!�M AM T-9 - T�W Load w'pur"Wf I Mk*rWM pug I been mair be LVW n Mk*Wm Was wow
38011ons S41- 1 Xr I W-Ir - C-4v, f r T_V�4rrw�r-r I r4i, I r7r�_ soctiars r4r- DXT�74r I V4r I W!:_L
Allowsbis NoWl W or dollocilwil'o Allivombia Make V I londing V at deflection'dF Table L4A Footings-Maximum Roof Alres for Attactwd Carport Posts co _j
F-x r z s3w t24= r-r d rr d W.111-d V4r 01 t�r b S-11-bl V-2- h F-V b S�r b V-1- b rarzazwwirs W-11 b V-7 b I r-I 11'b 1'4r b I r-i* b W4r b F-ar b F-r 6 V-11'0 SO b -- wkw no- log NPH 1141 M 140 2 < UJ
L 34.6"ELU OF&F 32 alp 1 AS"P
r x r x ae5r Hollow V-W cl r.r d rA* d T-W d C4r b W�r 111 C_r b W-11- b FX b 94r b - anggg c4awar Lien 24 WSP C) p
x-x r x lsaff- r4r b wo b r-r b r-r b " b r-ii*b r-e b r4, b w-r b 9-11" w4landing 19W I 1 13,
REM UV4M P,ffZ 1 23 W_
7_7 to r x r x!!!!Lwj LWins Sinh an Gnmlis wah -10
d I Ir d 7:-7- d Tr d r-l- d ir-lo'b V4r b W-W b 90 b 9-10' b 0 Z 0
r jk r a 1,47wr- W-11' d Vr-W d 9-Cr 4 V-r d 9496 d V.1' d r-11'd r4r d T-r d r4r d 22 is is 15 13 11
I "' " r's' b rLraoA4r tor-r b W-W b W-I(r b W-V b 14-11"b r4r t, r-7 b 9-1i'b r4r T wo i
zrxl 1V4r d 9.1 V d 941' 6 77 d Mill, I r.r d r_r d r-ij* b r4r, b r b
31 Litz WaWW Foc" Upon AWdawas Andlaulabla Rod Arak An Sq.Pod
r r 11 IASN- 14r�r d 1V-e b 174r b I 1'4r o 111*41 b 194r b IW�r b irr b W�r h lr-I* b OF nzrx-=j IS-r d 1Z-1 I'd 12W d 111-10rd I I*-W d I I'-I*d 194r 9 1d`4r d I"b W-IW b DkmnskwW1 Z
&Wz_7ir—.rd 777 d ir-C b Iff-C b IS4r b 1Ar4r b W�r b 1Y.r b IS-1-b IZ4r b I,x r x GAC Opm Bedir v4r x r4r. r,-T- 28 21 is I? I is 13 11 (9 -
Z�XrzWllir SLALL 1 27-C d,2Vr di W-Cr by W40'b Ir-I V b ir-l- r,MI-1 b 0 CO
F a r 01tecda"r I I I -I-qPX-V-r-Wirz- -IOW— 50 41 3A 33 1 _W_ 26 22- 0 9) _j LU
spens mq be"-poishiK r x r x*Aw is W 14-4r d I 13-4r d IS-1-0 IZ-r d Ir-r d 11'4r 9 IV4r 9 1 IW d I IW-19*d IW-r d 1-4-s Mr x Fr —525 —W 4.3 IL3 is Toi 22
I,Zrx@Arop- I 1,-r 2 11W Xrwr-_ZM8 102 70 a? W 5a 45 0 LU 5 z
Table 3.LI-130 Allowable Uprilitit Heights,Chair Rag Spans or Header Spam-Hallow ExVuakwa rxrjL.aaw a Ill IF-r 91 14FO d JSV b ril'a IZ-V b I I'-r b II.-T Ior-lartil 10-r-6 1,-r a T-r x 741P 12-7 -151--_W__-e4 _Z6 86 5-7 2 0 ED c)
Fat Screen Room or WV(Room I open at Partially Endased Stiruchow I,x r x oAc open ascir r-W r6a 132 Ila %I AT 79 114 58 06 LU
-E! - -- I I —--W- as 73
&sod in r D"Coahr 3300- lir 133 a log
For 3 second wind qual At 130 MPH valoctir,using do&*lead of If WSF V)
-Load a"urned in be W&40-9 to direcom namial 0 VA a;ooAsd a" I T-V X Z4r x 74r —51 -im Isl 135 115 102 LU Z
wal-aft As"SM T4 Spora nm be"wPolu" L.Z4r x TO x W-r_1 4= 1_276 1 230 1 10 IBL_ 16Z I Ul 123 C,4 C)
L"T.0s:Fig so"n paral winn-ya%tar I-x r j o.Dw Ia r x r a ows"to gilembis wen I hpum is jr4r I Roul men eased as aftichall com LVM Wade.
r4r I r Nobw
74r- I 4r III irr I r-e I r r
AlWaable Holgid-W I h-�V at"Radkkvs-0 Table 313-M Allorwable Upright HeIghts,C4alir Ra Spans or Header Spans-Hollow Extnualmw 1.111010W Fwav is a paumd wtav awigrgular wN Pwgth x Wklh�11 Depth).
A'
r,irria.me Hallow Tr d W-11' d W-W bl 117-1- b F-r bi SO bi F-T W V-11- b 4'41- bi 4-4r For Smm Rams Convened to Glass I Enclosed Rooms Z Slab an Wads w&*be now or In 9=d Ommiam _j CD LU
b
' b
r x r it @.or Hollow r4r d 'r--,C d V.11*A V4r b C47 bi 9-V bl S4r at 54r b 5-0 bi V-r For 3 second wind gust st 120 WH valoollZ using design lead of 24 N3F 3.For frowidnift a)-ma inuiliply to&am red mv"by IA Z 9) C> 9)
r Kr JL4AJLr wallow r-is- d r-r d rr di W-1111- d 94r bF W-r bi V-1- til W-10F h 5 -r b Alurk..!Xg SM TA Pr*4ast Block Footing
r
Fjd LU
rxrxo.vr Hnilow W-W d NO d 94r A W-C i W4r d r-V d r-r d d rr r-W TrLbuw LoW Wift W Procast low"bilock 1111'a Ir xr)Ad arads wl1h All a mW bacirlilled two > D
W-11* b butdom maxim Is squam red
um Anzibiabis Roof
r zr a L"r Hallow 117-w g r-am-d 9A�di-F-V d 2-4- d If-l' b r-V b r4r h rZ r-4- I 94r I C4- V4- MPH 1 110 W."-Lug W-K I IZI WH 1134 MPH 1140 sim via-$AN1W ;i z
rx4'xQ-AW iFa� 1S4r b iz4r b iv-r bi iv-w b Icr-W b V-11 I b 94r b ff-r b Ir-lff* v4r ; holiptit W I handinMs or N Uj -
rzrx&aw AAA 1C-r d Ir-r b IV5rW1 ic4r b 13MOP bl IY-W a lz,-r b a r x il."r wkb 11`4� 1 l-r bj r-r b r-ir bj r-W I ir-r a sr.ii,I s-r 11 w-v b S, b Dia.nak"O. 1 uf!jx Ambro 2!!!-) 34 NW US 438W, W
b IN BaR 1,734 RT (r 0
rxirzaAw "A 21 r I IW-T b 140 b Zf VE
E1,r 6b 11-14-Ir 9 1 At' I
'-V di 217-V b Ill-W t4 IT my F�!l 8VM*W1d 1.812 1 21 1 79 1 53 _j LL
Spa*way-togawimi. 11 x r z LOW or-r' b r-11' 1 TV b TO b 64r bi 9-V a W-I" I IV-10`b F-l' b-V"4r I MO 1 54 Ad 40
is r X r a rdb a"BAD IM04 as 1 79 1 64 L_62 1 55
T"3.U-110 Allwaahis Upright Halahts,Ch&Rod aparus at Header Spiens-Hollow Extrusions "Z'zLO-W F-C b V4r t-l' b r-r b Tr b W-11*b W.r 0 FC b F-7171 S-I 11 b I Now Maxim"wiffi.an pa4 is dowanired by mulaloqli miudrnurn adribumbis Md arm IL applied k
For GIs"Room I Enclosed at Parrilally Enclosed ShiK*wn r a 1 Earmpla.Pod irtuory mal am a 7r.Applied kad for 110 UP.H wind=a a 24W4 F%,Upblion pod.77 x 24.1,-AW
LoUr Viep lr_v�d 121-r d II-r d I V-r d 14r-r d 194r 0 t(r-W ti W-r b ir-r b lr-il' b
For 3 second wind gust at 110 MPH voWGKr,using dallign,load of 20 VW Er,x I
Aluminum Ag"8M T4 I-xr a BAC Opes boa Table 3.42 Allowable Beam Spans For FlorWo Extruders lillarriallonal,Inc.Hollow Extrusions W
r I -
M.L®r 11ALOW %X-r d 17-111rd lVe d 1 T-ir 0 IT-V d 11*4' d 19-W d IlY4r 6 117 7WLEBOSST04 2x2 Aloulnurs All"W53 T-0(PATF.KT PENMOI N
T "M I I V3
"coons W4r I W-V TW 11", 2!ZPF.11" r4r I rR=r- Ira 3* For GIs"Roonis I Enclosed Sbruchares
i:;F!I.Ar op"am* d wind at Ila MPH
AJAmwebia H*4om W I hondirs W or d0fiw:*Qd` ,0.0w to(1) 14*-r d ISW b bj 11' idro I (Y Fur i, For 3&econ volocitr,using design load of 1A IM A.
x,x r z eAw Hamm 64r b vZ b S-V bl S-V 1> S-r bi C-11' 0 10 b 11 It 4r-W W C-r b Ir it r IL L4V Op"11101* Tin -Sam ZPacine
, r ft�MW
rzrxoAwH0"w r-r d: ff-W b W4* b 5-13* b 64r bl N-C bi Sr b W411 W W4r bi C-P I p"to 4r okownr Hollow sections S4- 1 r4-I jr-r 4-1 F-C I r4r I 1W r4, T-r 2
7z r X A-DW Hallow _F4F d T-r d 6-r b-V4' b IV-11' S-r bl C-Ir b V-r bi W-11 bi V-11'b %ow alaunad%D be appiori in a*alrawari nanM AAwashis Alan 1:1 bendi,4 V 0 dEftection'If
Fx r x emir Hallow
r-r TO d W-W 64r W4r b c
W-1W d 9.47 d F-Cr d r4r d r-V d - aws n"bs ftwpaiaw& I d im.bi SV W F-r b I ir-r b 14-4 I-b I Ar-lff*b I e-r b I w4r
W-r d 9-19' d-9.7 d-r-W b r-r i r-r b V_r b Eva"Ple;Far amim WW wksh-SO,Jar vir r x u."c to r x r x sonsv vv allow"4a,i hoWt is r-r r�j ff-V bi
ir-f b I Fr b--ii-FF--b-F.—urb W-C b 9.11' b 94r h Fr r.-di r4r dq r-r g r-r 41 ir-ii-dl w4r bi r4r-
Er d__ _- !-r-4 V, I KPI-.5115 S4
10-31 b W-W b W7 b W4r b for 3 second wind at 120 JWH valocAr.ualry design low of Z3&W
r x r K cAswr T F] d 1TV d ilf-ir d I
rxrx6"&mL 1V-V b 15-C b 1117,11' b 1S4r b IZ-11*b 17.r b W-111'b 11 bl 19-r b I sea 32.3-130 Allowalils Upright Weights,Chalk Rag Spam or Header Spans-Hollow Exbusloru Z A
. -Ir bi V-11. LU 0
rxrxa"LaLL !S-r bi IX-r bi Ir-r b
I 19-C bi ir-11-bI_IF4r bi ISO bi 14'11-b Wr b IX4r hl I For Sown Room Convened to GIs"I Enclosed Rooms Hollow V-r 1 3`4 r 9 7_rl!4=1 r-rT F�ri—W Ml—
sears am be-Wpowb4 For 3 second wind god at 139 MPH vshrclW,using design hod of 29 X3F (1) %. i I i
Aluw*ma AAay SM T-4 ASawakda Spim V I W or dallocdon%r
Laae Wwrs W.pildift rKrzaAw F-r�T-11. 6 b F-r I 4-It'4rmr V4r 4 CW h�j 1%r�b�4 -11a
Far Glass Rearm I Enclosed or Partially Enclosed Sliucturrea V4- V-r Mr I r-r 1 r
Table 321-120 Allmablo Uprighli Heights,Chair W Spans or Header Spans-Hollow Exemailloins
A,xrjLaAw r.1 1-4 r-r di r�r I IF-I V 4 Ir4r at W-C lr-r b[W-lir V4r III F-V b 0
Fat 3 second wind"at 120 MPH villocV.using design load of 24 WSF For 3 second wind gust at 130 MPH valet using design lead of 27#1SF
7.4 ra r z cow wo r_r 13 r-W b W-r bi W-r b V.IV Ill V-r b F-V b F�r bj 4V-11*b C-r b �C- _j
Wko W-sale
L&W Wkilh W.Purga ir Mx r�W,w V-r b t4r b 9-1* 61 F-r IF-r h W4' bj F-I* b r.ii*b 1 110,11" V4_1 A`-r I f4r,TIN rr4r I W4r I VVIrIr I r4* I r4l
$*Gllans 74, 1 r4. 1 C.S. V4r 1 V4- 1 4r Vir is r Zr x Agowable ease V I bmdkv V ar deftedea W
AUDIA96W H61old W I V a*diffiftell"V
2'x r a 4.0-W HQAww W-I* b S4r b " bi V.111 b 4r4r bi V4r bI f-e b C-7 bi 7-11*bl 7-11Y b rxrxL"r f4r b r-I(r b r-C h 9-11'b V-r b W-7 13 F41'b V-r b F-r b VA� b rzr]LL"r v-ir W s-r w-r brW-41Y h!X-P bt C-C III 4-r 4 c4r bj 31-ior b So b
X.z r x%Asr Hallow to r x r x&5-StIl var-145111, r-r dj r�r W.j(r di NO 1 W-7 bj F-IW bi F-r bj W-V b)W.r bi F-V b
r W4r b Vr b S4r bf 57-r b F-r bl W-IV bi C-r b r4r b C4- bi C-r b rzrxuww(iJ 11.111 d I V-V d lq-11'd Ilr4r d jr-I I*b W4r b W.i* b 90 b C�V b V-r b
- - s�, -", b
,xr 0;*Hallow S.1111" d C.W b V-J* bi Fr b 9-r b F-r-W W-111 b r-V b f-r bi C4r b I*x r a L4r clian Bm* 1.04an Rounw:TM oddriarl of Am*wm blips wkwam via giillia pan"111W-deollir"to 130 JLP-K*W IMW
lfwr d 'r-ii* d r.r d rr d r4r d r4r, WX h W-7 b 6-11* V4r b leQuiron"00 Ow above wegrit wss kassaw tW so-9M so OW"WwW"NArl is ndL requini4
k, -111'b -r b
r z x,3L alm H"ve, -r-4jr-d-FF--d
- r4r bi r4* b C-11* b 1r4r V W.I_b Lil b s-W D Z d 12-4- d II'-r di I V-l' d IU-r d 1CW d W-11 I'b F-r b jrr b $-I I*b z Ujkq 1pmasn pw4 wkok W t6a@ Wall glaa roam"whnX�awMauimilit mqAsd Win 24 numinun heiglit
r14�X*Awkaaww 11 W_r TV b T414 b b 6-11, b AAr A.* Allowed 101 each Lx1ruokel.
a'
I_r1ir d AV�r d 1041' d� ir-W a 94r 0 W-r bl F-ir b W-r V b r.11' b I _r -W bj -4* 1 WL Ezirkaw harmad with r side Parallel to"a 0sla.
b V b IZr b 11' :nlFr a Y4* b lr-ll*b V-r 11 1 3.Savo Spkms on a
I—Fr b-17--Fb ISO b: 1Z4r b:li*-IoVrb b 19W b 10.0'b 9r4r 0 1,x r a oAr opse soai,
r z Ir x GAW LAL& I f4'-b-1-Sr-4--b IS-7 b IW-W bi 174r b al.Tr bi 12-4r b I V-1 V b IT-7- b ll�r b 4.,d to D!!!� Southern Home Prodws,Inc.
ipars ffay ce kaorp"so. load u"rrwal Ia bo x0ed in ft&*Am nmuil W ft We"side.
Sms am be inlMIX"ind. 'Gff
Example;For smw paw wKe*374r.i2r I,x r%Q�Qw%;r it r a vialar,ts,asovi"sw I he#d is r-tar my T. LItke
CBC OM13
P.O. Box 6444
Jacksonville, FL 3426 OF 10
Home PrAlixte,ba
Table 9-2 Wood and Concrete Fasteners for Open Buildings I Loads"Areas Table 9A Maximum Allowabia Fastener Land*
For Screws In Tension Only for SAE Grade 5 Steel Fasteners Ill SM T4 Alloy Aluminum Framing 6C 047713
MvdrWM Aft*"-Load and AMOul"Rod Arm faf 120 MPH Wnd Z"Pf I Sn ("ROGOMW%anded BY MawAKb"Mj
(Faff Wind Raqw4 09W IlAn 120 MPH.Use COrmu"Llon Tabis at Baftam d M~I Sad-Tappino and Machka SoFew%ALlewsbig Lada TWWAS
COWNECTI QPr;X Buildings ftirigm Wood Pat Sheer 34.wo OW
LWIM of r-"feet..M fle F4*1*iIers 812 F- -7- 1 Box 6444
Me"~ Embedment -4
4 FaMeners Jacks0riville, FL 3W3 I
fill1rdawre Wail fralen WoM Du,,&'-'r@AW*fl Is"is Dow"Torak4 Single Double'rens&w al.111p
iWe 1. 4531 Tlacknsse (11-11*4 MEW show pj*j show "M ILM4 alwar 51- 0-j stmar swar
I_ilr 3, -g,,r 1 9)4-7Wj-9241
1 390.Il,5 1 15W.Wri I M (I.M.) 9164
14'm 2-Ifr 1 5"-29 SF 113"-SIF SF I IMON-Be SF 126409.115 S111 0.0411' 88 . 100- 10$- 6j 1 122 122 1 W-'-TAr
sfirs, 1. 1 3129-14 SIR 1 0248-ZIP SF IMS-41 SIP 12AN-54 SWJ 04501 - 1-W- -TX---tW 7e is$- -151 1 by-- ---TFS 103
Mir I 4W-20 SP 1 230 F 2 W- -24F- Nr- 7. 531 -3w--3w- 41
5mr .41 Sp if i4o"-all sF I isr2s-ai v IF 130- 7M--Yir- 1,a,z 365--V 2111- -4-2f--4W--3w- sag
Wirg 2-IJr 1 7300-34 SF-t-13"W-U SF 1234ON-102 SFl 312M-1361 -Mr- - 7U--4-Cf-
1. .306 1 n2r I 41t-rtgr-. 1.021
We 1 35"-15 Sr-1 7120-31 SF 1150-�46SF 14�244.12 SF
WINDOW&DOOR LOADINGS I Yrf I-Irr 1 534.n 3F 1 -7"�30-0-919 Matal plywood
I Me-M SF H,- UP 4 ser 4 ply
SCALE KT.S. I 3WA I _ 2-11r =12 Fro,12ff7o#-Il6SFj3%M-I9.zj screw- .-- -
Wlndcrw aild Dow D"llin PrISesures for Enclosed Structures(GIW Room$) CONNECTIM10TCPCONCREM n.1,5011 Pon for OPEN 8LdWWjp Dim.~ Now PM4 Pus out paj Uper(111664 MA Pull P94 Shaw mo put 0A(111104
of
For Wall Heights h 4w 30 FT r 93 4$ 113 1 59
7 DWnntw I EA9,&drn&flt le 1 3 A" Ila 53 zu to : !-.T
-16�111600"wind Balar Speed V 014P" TYPE OF FASITNER a'Quick 3ar Concrela Screw ARawl Z-w ia;ar EW;=A- 131 1 To.
IWO Wrr 1 233#-1 SF I A60-20 SF 00-30!W I IKIM.41 SF I
go IW 110 121) 130 140 CONAIECTME PUTS BEAM,%Lmkw BOLTS kw OPEN Bah"
4 Is --+ 1- - lira r I
-#ILLIAF +ZW,2A .20,tn +W-33 +351.3a +4af-" ___j 2706.1 SP I MON-23 SIR 1 8100.jS SF I JOW.,y Number of faglum""W"M
so *13f-14 471-&16 *Iiv,22 QW-20 +271-30 4311-In +30i4l) TYPE OF FASTENER a Coacrels (Rewll TaPW at Rqu�kvia I
is +11:19 *19,a- 4ni-21 +ZW-" 43W41 *35-47 +4al-64 3/18's I-lir L2A"-IISF I 4M-21 5F I 7W-32 SP 1 0".0 SIP #-SMFL I 8-&Q�FL I S-S�FL < LU
*T3-1--a -71-" -.7W-2g +2,fi-m #31j-w 43" 31111's I�W 1 317S.14 SP I Lus R54-41 SIR 12W-55 Iwo I . 175 0
.28 SF SIR 3710-.146 7420 M
Wo A13;-
IM a Wre 7300-32 SF 101601-488F U&N-9 GF 1971s.7,W C z C)
MndoW-W Dow WsIgn Pressur"for Open Partially Erlolosed Slrutbaroa(Glass Roo.-) 114's I-W M:T"',25 1 2309-40 SF 13"-611 3F Is"-$I SF IX <
For W&M Heights h cm,30 FT We I-irO 1 4374.19 SF 1 9740-34 SF 131i#-573F 174M-75 Of .1
CONNECTING- BEAUS win -ED Bulwix I
.=T BOLTS Ww ENCLOS
D"llgh Pressure(Ill 3WO 1 VIC 1 8010-A-15 SF 112020-52 5F IWM.7$SF 24040-105 SF Z Z co
zmw Efluctive Wind Speed v(MMQ -- IrM OF FASTENER Exprothan (RAvdP~Sa4*rE0Ava6*,d 1 3 3
a FL a.Sq.FL 0 LU
Area fln I so lie 121 1 130 1 1144 1 150 Wra 2-117 11 SF 12 3xj-�V 15-7 SF F 2VMJ6-72 4"404--1
1 1_1!!L22 ! 42" 4.W43 Ta-W 177ors-F 74.20-181 j1-15r.-2ri 0 M
�4g�� -"V SF IWO 1 -J
2L
4 Is *1 .9 251-20 *3u-34 +37&Q +42"A :4�-W we
Irre 136120-167 SFI 541 Iff's M Z
79 SF 136120 167 SFI 541 -236 SF
T- Q4 1 +2" 0 j-;
199V-V 8F 131BW SF 159790 SF 79720 a
+IAf 1 +2" #3" 1 *40f-M "Alm 1 +531-ar -173SF1597 .260 -30 SF ir., U)
*lN-21 i 4W21j-1-*W�31 *31"? 1 4371-44 1 +42J-51 1 44121,54 Akgnk%"Akmb w9h Alwnon�M--" -6 UJ
Hubm WIMP LOAD CONVERSION TABLE: vW COWER3104111 TOFEWIM - a
1.The 6001013 W"Wassuno Mbove aprownt In not pumus(sisle of @3;hwW mid InWrwd puawros)q*W mnrmW 0 For Wkd ZoneaflIoUkra adwr Ifian 120 MPH(Tables Shawn� REcuou FACTOR ab..1 EX LU C-)
Ad MArfs"K. MLftly allowable bieft arid rud also by to owwwalaft bcw- 102 1-15 -1 0 C'4 Z
L The vsk"Al&-a IoF 04mm"M.For Saw xqxxwwv�ff,"vskas Owwn by Jim t4u&Vq kcim sar I s;7:�-21 0
dlwadl"0:IAU Nam 110 1.15 202 0
3-Llneer k*wpWWm b*.em vska,W nLfty am is pwwibhL The mW*mmdW1Sms*um1-w edge of- toftwureft 120 1,00
filk4lar and We bebow mxtxws chall be lesS Ow Od Alurm"Ao Alveft w4h ftpW Me." C'A
4-v&k-*-we tar an klowwrow ftew I-I.Q.Far-am m6w or L ff%ak.*well dwan by 1, i4O am -- -- I C>
*Plus"0*-00%Ww*p"a"a"kMWd Well MWEY hre 0*mftdw MAlace.rowo:dr*. Whos d is to AnGlIar dauffilmr. ISO 0,72 M..WW T-0I- Sh.W
z COO UJ
*AM-M-"-4-kV 6mwft ones I*dw*.d low b*pperav ad negadve powwres Slow. In to lable. W 210
1.N001,50(c bar U& 490 > LLJ C13,
9 10%of W"hwtw"41M.-Wo or GA k vdildw Is anafier.U ISO#*a 4%Q(WaK hmUMM 40 1 T"
dMellson Of a A. �e
b:Mmen ropi hoot in IwL LU
Tabial.3 Wood and Concrete Fasteners for Enclosed Buildings/Loads&Ro&Arww Table U Alternative Angle and Andw Systems for Beams UJ ly
For Screws In Tanskm Only Anrliand to Walls,Uprighti6 or CwTW Beam 0
Table ILI Allow"Loads for Concrete AnChom Maxkr�Aftw"-Load OW A"uW)W RQd Arm fw 120 WN WIrdZw*(4101 SF) . M&KkUWW Screw I!aft SIMS JILLI
(Far WW 5%t�!04W than 112*MPH.Use CWmeralan 1"9 Somme of I-as page) L&U"M vy" Sbw DWWWjM to Wall To U)
Scr.,SW JIM=E? AJk,," 00 ECTWO To:INDOD lor OPEN ft.Bt2d 11'x V x C.DW -LIEVnT -
FaffbwW I Long*d Number of F", IF Wole I'z V x In Ir(B-0fin -IM2
Depth Ancher 1 1 3 i V z V S 11W(0.12n 31is' --Tl=
d.e=!4!OHL.) ed 0 Torahm I Shaw DIM"Obw Embodrnerd
MAILIM Md"Anchurall 114,4p 1 1. 2tAg-5 Sp I WW-13SF 1 7za".is SF I lmw-26 s Mrr x 1-ur 1115-M.Oar) 1W 9-12
IAW 2-Ur 114"a 1 11-lir 13KO-10SF I TM4.11SIC I JINW.nSF1 1564#-30$ IrRAW
irxi-irri? I., CL
I-Irr z 1.1tr 1/5-10.00r) U41 _.EL4
LL--r 11W
2-IAC 'UT-11 114's 1 2-117 SF I 132OP-32 SF 1 19"�41 3F 1 2MM.04 j-'] T10,12!r) W 1 014
1. --- xI-3Wxl - U)
3129.a SP T5240-13 SF Q389-n SIP 1 1 -30 SC05 Z*x 2'x Q-aff 3r-
3mr I-vr 240 120 vul! I-Ifr 480.11 SF 1 11360-23 SF 1404-34 SF I lbra.45 WOO rx a' smir Shr
3178
Will' 11W 30600
_U -ir 506's 2-lir 7305-10 SF I 15OW-3B SF I r4".$7 SFJ 312M.7$ MOOS
r -IM 2-IW M55 no U-d�.d i-am*x i-ve x iw x Ur 014
1W We 1 350-SSF 1 7120.17 SP I IOWS-26 SF 1 14240.X E
2570 1 U-d-md V x Ilff x 111 O-W Wir I sma
4aW
-W -1ur 4378 47 3wo I-Ijr I EW-133F I low-26SF1 idW$-39SFj ZI3W-52]1qFj --Lr3Z;W--T-ifF x-2-iAr z i-v7 x 3.54 Ur 1 614
W 14W 34-W - We 1 2-W 1 9"-22 SIR I 17XO-43 SF I 267W.45 SF 1 35".#7 SF I In
001110 5429 Mots. 8 of Screws to basM wall andfts pod 4q6d le deFlh al been ;C
POWE SOLT(Experalaft CoMmEclima To: CONCRETE(Wa.2,soa kv OPEX�Wk.& 1 5
W-r r I 2,IW 5339 1 311 to Foolewar Lane*d M9 N Tal"1.8 skinknum Anchor Size foe Extrusions Uj
ii-ir r 2-TAr DOW I MW 04"New I 011F:!��," cawm*"
MAW
3W 3-IM 31W lj4as I t6aw 112W F!PEX--OW"sar Cancrew screw(Rawl ZernsL N&W Ex1ruslove; IS can"WIS, We"
POM t STUD i-vr 1 2330.10 SF 20 SO; I OW I ME, 41 614 1 Ur
(10101odge Ar4Mj I
2-3W 2-1 1 two I 27(0-123F I S"-nSF I mam SWF 3M
-rrx7-w 3M
3W 4.udr TYPE OF FAWMNEA Ures,MaM Ti"m or EqLAvxisnQ
4-IW 311ro I-vr I 2449-OSP 4920-12 SO -n!L--18SF "".24SIR
1 2.111011 2.400 3mirs I-W 3172.4 SF 5W-15SP : VSIS-23 60 126M-31 9F
Room 19's I-W I X50-1131' TWO-18 SP loll 14"-35 3F
1)concrow awma we arnmw to r wrodl Ael Lued Covers"lawnpaws
9300-23 SIF 13W-34 SF 18&W.45 SF
4-3W I 4&W-II SF
-ppkd Ire 11-IM
2)VSILw hs*d we alowed k"wQh a NJ*WAN d 4 Ow EdW OWbric"Use Thm U _g7 Table 1.7 Alternative Anchor SeleWon Factors for Anchor I Screw Sims
I- I ' STAM-21 SF 13110-32 SF 17489-43 SIR
"M"; ", i L
3)Produce,eqwg b Mel "be ftsswjAet, Up AKQWabI4 L. I-3W 1;IF 12MW-29 9F ISW-44SO 24US-58 2F Anc:hw SbW $@(-V#10 912 #W vig, -We,
4)Mch--MV beas pwW4lOdsr IS to dW.PW we in W.Wn. al"FISM" T4110000 a~ 027 021
Andvry MO"V 10MIS PWOW ID the dwn@W am jhw lands, ETE F"ER-Expen- -M:pj EF 0.46
W 'J", "!'. ",
Pf 17=!!_ #14 a Is 0.72 0�9 I am 5.51
LKAMpic Dm6wn*m#*mwrjer or, , anat-mquited by*A&V IS; lid I-of Fie -Lirr _M SF r4&XW-73 SF 0-12 0�56 1 0.72 -i5ar- US -oW---53r-
lod 1.03 lag We 3-irr I 13ME-32 SFj 2SOM-64 3F 300N.VS SF 32120-127 SF - -T7-S -rW--0-9--T41-
UPM Iced by the archor allimed Mda 014
For a r x Ir bwn ft -2d 1.00 1.00 36120-OSSFIS4139 72241-116 SF -rlw--T-W 0,T9
spa*q-r4r 0-a -ad 024 Caw 41!-M --
2W 11,00
Gwv-d slamp-x4r u"im 7d 0 0.91 AtIsm vs A ck rs kw AndW I Screw Skus
6d 3
LM'LJFT LOAD-IJ2WEAM SPAN)it OLAM A UPFUOMT SPACING; 0.911 WINP LOAD CWW"ON IABM WIND COMERS" Cam2vU aid WoM Anchwo JEAL94
K=- Fw Wind Z"*111opwo 06K Van 120 MPH(Tables Wvaq
I 5d 4M 0-53
j __ttolval LAC" Cancrels arid wd Anchats DvNAsOLT2:(i�WS1W
NWBEFt OF ANC44003. 'A hlV,-MI& Muq*all"able be""rod Nam by"0WvWbW fmcw. W 1-35 (canctwe Screws:r RML Wribmirrik" 2414'wo6wWw" ISHEET
Mau, 110 1.15 AnCroar
NUMBER OF ANClioRs. RM-5f a 1.102 The n**rwm OzLv"Imm U Sip al to corcrehe Is ow mdor 120 1,00 scs 31'r aw Irr
Ban
3116' 1 1.00 1 0
3000 at du OxIcrals wWW and to SpsckV bo*~o�vsv awture 4o OAS --, n In
a 1.
O-W I am
nwelpre.use 2 ainhors.ow(1)an each Slas of UPWIL not be We dw Od wfW6 d IS to&Uhw dMawlar, 160 0,72 0 i
T"IS b-W on Raw prodidg,WWW&W jua for ZSM PJLL=.*W 3iF-
Mol"to am"of 0 hm*,m"F H-*W end rm" 9
w 0 she r"evon nwrAw af Scram&
E_MpW It(10)4 scrum"m**v4 ft r&ffrAw all 810 s=Sws*P*W x 10 010 OF 10
INDUSTRY STANDARD ROOF PANELS PAN ROOF ANCHORING-DETAILS Jeffrey T. ft
EXISTING TRUSS OR RAFTER Ir X T X W 0.024-MIN,BPEAX CEIG OMI
ALTERNATE CONNECTIOW. FORMED FLASHING
(3)#8 SCREWS PER PAN WITH SEALANT
V MINIMUM EMBEDMENT INTO
FASCIA THROUGH PAN BOXED HEADER(SEE NOTE BELOW) PAN ROOF PANEL P.O.Box
END nviffs,FL
904-76&,924
OR W4
EXISTING TRUSS OR RAFTER (2)#10 z 1-117 S.M.$.
120 WIDE x VARIOUS KEIGH'T RISER ROOF PANEL WOOD SCREW PER RAFTER
'effr9
c E y TT
'o"
0 X
ripffs FL
904-76&004
$10 x I-llr SA.S.(2)PER
SCALE. r-v-v RAFTER OR TRUSS TAIL ROOF PANEL OR TRUSS TAIL AL F
#10 x 3/4'S.M.S.a tr D.C. ALTERNATE:
#8 x 11r S.M.S.(3)PER PAN 910 X 3fo S.M.S,OR WOOD
EXISTING FASCIA (BOTTOM3 AND(1)0 RISER SCREW SPACED a ir D.C.
ROOF PANEL TO FASCIA DETAIL EXISTING FASCIA
lzIXr somm r-1*-V
12'WIDE x 30 RISER INTERLOCIUNG ROOF PANEL SEALANT POST AND BEAM(PER
SCALE;r-l-V FOR MASONRY USE HEADER(SEE NOTE BELOW) TABLES) 9)
Ve z I-lW MASONRY 2 < LLJ
ANCHOR OR EQUAL 0 24-O.C. 0 p C)
FOR WOOD USE#10 x 1-ire Z C)
S.M.&OR WOOD SCREWS 0 ALTERNATE MOBILE HOME FLASHING wo < Q
> T rO.C. FOR FOURTH WALL CONSTRUMON W 2 0
ROOF PANEL 5zz
EXISTING HOST STRUCTURE" PAN ROOF PANELS 0 —
WOW FRAME,MASONRY OR C3 cn
CLEATED ROOF PANEL #9 s 1/;r S.M.S.(3)PER PAN SCALE. r w V0 co _j -i
OTHER CONSTRUCTION (BOTTOM)AND(1)9 RISER C) W 5 z
SELECT PANEL DEPTH FROM SCALE.- r-11-w ALUMINUM SKIN (TOP) INSTALLATION NOTES; ", w o
TABLES C/3 <
F- ELP.S.CORE ROOF PANEL TO WALL DETAIL A. PLACE(2)BEADS OF CAULKING ON BACK SIDE Of HEADER BEFORE INSTALLING. co UJ E
, SCALE-2'a 1*-W cf) w �:! 0
......... L B,SLIDE I'TAB A.T TOP OF HEADER UNDER D?JP EDGF_DO NOT PUSH DRIP EDGE UP. 9) CC ui
z
us .......... SIDE CONNECTIONS VARY 5 0 cm
(DO NOT AFFECT SPANS) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH(3)EACH 08 x Irr LONG DRIP EDGE MUST MAINTAIN SAME PLANS AS SLOPE OF ROOF, 10 0
C6 0 ... ... CORROSION RESISTANT SHEET MEIALSCREWS WTTH iJr WASHERS, ALLSCREWHEADS Q
El SHALL 09 CALUED OR SHALL HAVE NEOPRENE CASKET BETWEEN THE WASHER AND THE C. FASTEN HEADER TO FASCIA BOARD WITH#10 z V SCREWS Q Ir O.C.STAGGERED V, Nio
e__ PAN. PAN RIBS SHALL RECEIVE ji)EACH 88 x llr SCREW EACH.THE PANS MALY BE TOP AND BOTTOM(SEE DETAIL ABOVE) C) Lu
C)
ANCHORED THROUGH BQXED PAN WITH(3)EACH#8 x 11 OF THE ABOVE SCREW TYPES AND D.PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND BEAM z C14
COMPOSITE ROOF PANEL[INDUSTRY STANDARD] THE ABOVE SPECIFIED RIZER SCREW. 08 911ir TEK SCREWS ARE ALLOWED AS A 52
SUBSTITUTE FOR#8 x lJr&M.S. SYSTEM ONLY. 00 NOT ATTACH TO HEADER. HEADER 13 USED AS RASHING ONLY. 3:
U,
SCAI-E. r-v4r �i z
Lu
Uj
0
COMPOSITE ROOF ANCHORING DETAILS <
EASTING TRUSS OR RAFTER HOST STRUCTURE TRUSS OR co
r x T x r O.a2,r MIN.OREM RAFTER
#8 x ltr SAA SPACED FORMED FLASHING I-FASCIA(MIN.)
EXISTING TRUSS Oft RAFTER a r O.Q BOTH SIDES uj
#10 X 1-Ur SJAS.Oft WOOD ROOF PANEL BREAK FORIAED METAL SAME
WOW SCREW(2)PER RAFTER - THICKNESS AS PAN (MiN.) a-
ANCHOR TO FASCIA AND
OR TRUSS TAL d
(2)010 X 1-11.r S.M.S.OR RIZER OF PAN AS SHOWN
WOOD SCREW PER RAFTER -
#l0X.VVS.K.%ORWOOD
SCREW SPACED Q Ir O.r_ OR TRUSS TA& NO x 31v SCREWS g a,o.r-
ROOF PANEL
ALTERNATE. 88 X llr SCREWS 0 EACH RIB, (D
EXISTING FASCA ll0x3ieSAL%ORWOOD I ROOF PANEL a)
ROOF PANEL TO FASCIA DETAIL SCREW SPACED a 12,O.C. uj
SCALE- r 1'4r SCREW#10 x(Y 1/2)
EXISTING HOST STRUGTURF- EXISTING FASCIA
WOOD HIAME.MASONRY OR
04 x lir S.M.S.SPACED
OTHER CONSTRUCTION a Ir D.C.BOTH SIDES POST AND 13EAM(PER
FOR MASONRY USE TABLES)
114'x 1-1/4*MASONRY
ANCHOR OR EQUAL 0 2V O.C. HEADER(SEE NOTE BELOW) _j
FOR WOOD USE#10 x I-lir
$.M.S.OR WOW Scp"S a #8 X lfr SM.&0 r O.m
ir O.m ... ROW PANEL ALTERNATE MOBILE HOME FLASHING I
FOR FOURTH WALL CONSTRUCTION FOR MASONRY USE
Wir X i-1w MASONRY
COMPOSITE ROOF PANELS EXISTING HOST STRUCTURE: ANCHOR OR EQUAL
ROOF PANEL To WALL DETAIL SCALE. r a 1'4r WOOD FRAMIL MASONRY OR 0 2r O.C.FOR WOOD USE
SCALE: r A ro OTHER CONSTRUCTION #10 It I-Itt S.M.S.OR wc=
INSTALLA,noN NOTES- SCREWS a ir o.c.
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS avrTs OR THE SUB-FASCLA A. PLACE(2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING.
FRAMING WHERE POSSIBLE ONLY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BVFTS-
SUB-FASCA AND THOSE AREAS SHALL RAvE DOUBLE ANCHORS.ALL SCREWS INTO THE i—i—
HOST STRUCTURE SHALL HAVE MINIMUM 1-V4'WASHERS OR SHAU ISE WASHER B. SLIDE 1*TAB AT TOP OF HEADER UNDER DRIP EDGE DO NOT PUSH DRIP EDGE UP. ALTERNATE ROOF PANEL TO WALL DETAIL HE&
HEADED SCREW& DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. SCALE: r a 1,4r
HEADER INSIDE DIMENSION$HALL BE EQUAL TO PANEL OR P"S DEPTH V.THE WALL C. FASTEN HEADER TO FASCIA BOARD WITH$10 X V SCREWS Q Ir O.C.STAGGERED NOTE& ROOF PANELS SHALL BE ATTACHED TO THE HEADER Wl(3)EACH#8 x lir LONG
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL TOP AND BOTTOM(SEE DETAIL ABOVE) CORROSION RESISTANT$.M.S.WI lIr WASHERS.ALL SCREW HEADS$HALL BE
WALL THimms. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHERAND THE PAN. 10
ANCHORS APPROPRIATE FOR THE MATERJAL CONNEMD TO.THE ANCHORS DETAILED D. PLACE COMPOSITE ROOF PANEL INTO HEADER AND ATTACH TO 4TI4 WALL POST AND PAN RIBS$HALL RECEIVE(1)EACH 08 z l/r SCREW EACK THE PANS MAY BE
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H.FOR SBC SECTION 1606 FOR A BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER IS USED AS FLASHING ANCHORED THROUGH OWED PAN W(3)EACH#8 x VOF THE ABOVE SCREW TYPES
MAXMUMI POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE ONLY. AND THE ABOVE SPECIFIED RIB SCREW. OF 10,
#a It i1r ALL PURPOSE PLACE SUPER OR EXTRUDED
SCREW @ Ir O.Q #8 x itr WASHER HEADED GUTTER BEHIND DRIP EDGE lir 0 SCH.40 PVC FERRULE
EiREAKFORM FLASHING CAULK ALL EXPOSED SCREW CORROSIVE RESISTANT WPAN ROOF PANEL
10, HEADS SCREWS 0 r D.C. (Milt SLOPE lie:11
ALUMINUM FLASHING EXISTING TRUSS OR PAFFUrER (3)#8 It 3/4-S.M.S.PER PAN W1
SEALANT UNDER FLASHING LUMBER BLOCKING TO FIT 314-ALUMINUM PAN WASHER
PLYWOOD i Oss BRIDGE mo x r s-m-s.a ir D.C. CAULK EXPOSED SCREW
r COMPOSITE OR PAN ROOF FILLER HEADS
(SPAN PER TABLE SEALANT
3'COMPOSITE ROOF PANEL EXTRUDED OR 114.x r LAO SCREW(1)PER
(SEE SPAN TABLE) TRUSS/RAFTER TAIL AND
EXISTING FASCIA SUPER GUTTER
iw x r LAG SCREW MID WAY
STRIP SEALANT BETWEEN SEALANT BETWEEN RAFTER TAILS
FASCIAAND HEADER SUPER OR EXTRUDED GUTTER
11r SHM R=FASTEN TO EXISTING ROOF TO PAN ROOF PANEL DETAIL I
PANEL Wf I'FINE THREAD
SHEET ROCK SCREWS 6 lir NOTE: WHEN SEPARATION BETWEEN SCALE;-r-TO
O.C.EACH WAY DRIP EDGE AND PANEL IS COMPOSITE ROOF: 1/4'0 X 4" EXISTING FASCIA PLACE SUPER OR EXTRUDED 9)
FASTENINQ SCREW SHOULD LESS THAN 31C THE FLASHING EXISTING TRUSS OR RAFTER GUTTER BEHIND DRIP EDGE -j
LAG SCREWS W1 1-114"0 M < w
BE A MK OF VEACK FROM SYSTEU SHOM4 13 REQUIRED FENDER WASHERS 0 lZ-D.C. SEALANT 0 =) a
THE EDGE OF FLASHING THRV PANEL INTO 2 x 2 #lox r S.M.S.a Ir D.C. 0 z
PAN ROOF: 86 S.M.S.X W Q IX <
ALTERNATE DETAIL FOR FLASHING ON SHINGL9 ROOFS 4-D.C.OR(3)PER PANEL 11r 0 SCH.40 PVC FERRULE It 2
SCALE-- r m I'-(r 2X r x O.&W HOLLOW EXT. SEALWr z z
1. FLASHING TO BE INSTALLED A Mitt tr UNDER THE FIRST ROW OF SHINGLES. 0 -
I STANDARD COIL FOR FLASHING 13 ltr .019 MIL COL. 0 CD
5flr0xVLONG(M1N.)LAG (1)#8 It WC PER PAN RIB C) in -i -j
I FIRST ROW OF EXISTING NAILS MUST BE REMCIVED TO INSTALL FLASHING PROPERLY. LIJ -
SCREW FOR 1-Irr SLOPE 0 =) z
4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE CAULK EXPOSED SCREW 0 ED 0 1--
& HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO EMBEDMENT(MIN.)INTO a Y HEADS 9) Lu
RAFTER OR TRUSS TAIL ca LU <
BE INSTALLED, 0
& F THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER r PAN ROOF PANEL 0 J�-
CONVENTIONAL RAFTER OR EXTRLOED OR (MIN.SLOPE 1/4'-.1) It LU z
13 MORE THAN 1*THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TRUSS TAIL V4'x r LAG SCREW(1)PER SUPER GUTTER 0
TO THIS DROP. nvo
TRUSS I RAFTERTAAL AM 7 HEADER EXTRUSION 1 0 0
T- WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED.ir 1W x VLAG SCREW MID WAY FASTEN TO PANEL Wf(3) LL 011--
'Iff f')
.03 MIL ROLLFORM Oft r BREAKFORM IS BEST SUITED FOR HEADER SINCE IT BETWEEN RAFTER TAILS #8 1 lJr S.M.S.EACH PANEL 0 LU
KEEPS THE FLAP UP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. 5�
IL WHEN SEPARATION BETWEEN DRIP FOG AND PANEL FLASHING 13 REQUIRED itr SUPER OR EXTRUDED GUTTEA z V) 0
04
SEPARATION MINIMUM. WEDGE ROOF CONNECTION DETAIL EXISTING ROOF TO PAN ROOF PANEL DETAIL 2 w
0. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO WS7ALLATIOM SCALF-r 1*0 SCALF-r v-v X
z Z j--
w -
LU
0
PLACE SUPER GUTTER SEALANT _j U.
BEHIND DRIP EDGE FLASHING OA24'OR 26 GA.
$10 x 4*S.M.S.W/1-1frO GALV.
... FENDER WASHER 0 Ir O.Q ':-5.
CAULK SCREW HEADS&
E.XISTING TRUSS OR RAFTER - ::7 WASHER$
Lq
SEALANT - CAULK E*1OSED SCREW 14
r x r x omr x BEAM DEPTH+ t7—
HEADS
4'ATTACH ANGLE*A7 TO
31 COMPOSITE ROOF PANEL FASCIA VW 2-3W LAG
(MIN.SLOPE 114':11 SCREWS 0 EACH ANGLE
11,V x r LAO SCREW(i)PER - — — — — — —\—
TRUSS I RAFTER TAIL 8
1/r 0 SCH.40 PVC FERRULE
EXISTING FASM EXTRUDED OR MIN.r x Wx O�LW S.".(4) 0
SUPER GUTTER 810 S.M.S. EACH ANGLE 0
EACH SIDE a RECEIVING CHANNEL OVER r x Ir S.M.&W1(4)010 uj
SUPER OR EXTRUDED GUTTER-E)USTING ROOF TO t S.M.S.0 EACH AN
BEAM ANGLE PROVIDE.0.0W GLE
7
SPACER 6 PF-CENWG EACH SIDE
COMPOSITE ROOF PANEL DETAIL I -
SCALE: r 1*-T A a- CHANNEL ANCHOR POINTS(2) NOTCH ANGLE OPTICINAL
PLACE SUPER OR EXTRUD,ED #10 x r S.M.S.@ 24*O.C. #10 It 2-1re SALS.Q RAFTER
t
GUTTER BEHIND DRIP EDGE TALS OR 0 r O.C.MAX W MUST REMAIN FOR ANGLE
v
lJr 0 SCH.40 PVC FERRULE r It Ir SUB FASCIA STRENGTH 0
EXISTING TRUSS OR A- WIDTH RECI.FOR GUTTER
iW It r LAO SCREW(1)PER 0-OVERHANG DIMENSION
TRUSS I RAFTER TAIL CANTILEVERED BEAM CONNECTION AT FASCIA(END VIEW)
SCAM r m I-Cr
SEALANT BEAM TO WALL CONNECTION'
r COMPOSITE ROOF PANEL (2)r x r It 0,0W EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL W1 MIN.(Z)31Ir x r
LAO SCREWS PER SIDE OR(2)IJ4x 2-11V CONCRETE ANCHORS TO CONCRM OR MASONRY
(MIN.SLOPE IA*:11 WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3-
cAuLm EXPOSED SCREW
HEADS
r HEADER EXTRUSION (ALTERNATE)(1)1-3/4'x 1,V4'x 1-3W It lAr INTERNAL U-CUP ATTACHED To WOOD WALL W1 MIN.(3) jsffmy T. We IS
EXISTING FASCIA EXTRUDED CA FASTEN TO PANEL W1 3W It r LAO SCREM PER SIDE OR(3)IW X 2-11,C CONCRETE ANO-IORS TO CONCRETE OR
SUPER GUTTER #0 x lfr S.M.S.EACH SIDE MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r r,'9C C47713 EET
SEALANT @ 12-D.C.AND FASTEN TO
GUTTER W1 LAG SOLT AS
SHOWN
SUPER OR EXTRUDED GUTTER EXISTING ROOF TO CANTILEVEREO BEAM CONNECTION TO FASCIA DETAIL P.O. Sox 6U4 10
COMPOSIT9 ROOF PANEL DETAIL 2 SCALe r a l'-(r Jac�--cnvil!% FL 3WW
SCALE: r g vo 904.7&i-9241 OF 10
0.02.,r x Ir ALUMINUM BRK 110 X 0 SMA Wi 114 X I-vr
PAN ROOF ANCHORING DETAILS MTL RIDGE CAP S.S.NEOPRENE WASHER g
SEALANT
PAN HEADER(BREAK- VARIABLE HEIGHT RIDGE SEALANT
FORMED OR EXTJ BEAM EXTRUSION
98 x 9119TEK SCREW$Q #8 x 911 Ir TFA SCREW f*
RIDGE CAP
PAN RIBS EACH SIDE HEADERS AND PANELS ON D.C.
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
CAULK ALL EXPOSED SCREW ROOF PANEL
HEADS&WASHERS
#5 z llr S.M.S,(3)PER PAN
AND(1)AT PAN RISER
ALTERNATE CONNECTIOtwt PAN OR COMPOSITE ROOF inr x.T x 3'POST OR SIMILAR (3)IM-0 THR"OLTS(TYP.)
08 x IAW SCREWS(3)PER 14,11
PAN INTO BEAM THROUGH PANEL —1 R M x Wlir TEK SCREW 9 r
BOXED END OF PAN AND #8 x lJr S.M.S.(3)PER PAN O.C.BOTH SIDES
HEADER ALONG PAN BOTTOM
PANEL ROOF TO RIDGE BEAM ip POST DETAIL
ROOF PANEL TO BEAM DETAIL SCALE-*r V-(r
SCALE:r a l'-T 0.024X lr ALUMINUM BRK flo X Ar S.M.S.ww 19 I.Itz* 9)
MTL RIDGE CAP
WHEN FASTENING PANELS NEOPRENE WASHER 9 r O.C. 2 w
OR PANS TO WOOD PLATE$ FOR PAN ROOFS: . .... . 0 M
. .. ........ .........
SCREWS SHALL HAVE A RIDGE SEALANT
(3)EACH#0 x Irt LONG S.M.S. VARLABLE HEIGHT 0 Z C)
MINIMUM EMBEDMENT OF V .. ...... ..... ......... PER lr PANEL BEAM Em:TRUSfON ........
. ...... .....
....... .....
08 19118'TEK SCREW Or
.......... 0
CAULK ALL EXPOSED SCREW D.C. Z Z
HEADS A WASHERS
ROOF PANELt
FOR COMPOSITE ROOFS: ROOF PANEL 0 ULI
#l3Xp+mS-M,S.W( (PER TABLES SECTION 7) z <
1-V4'0 FENDER WASHERS C)
0 12'O.C.(LENGTH SUPPORTING BEAM r s SELF MATING BEAM <
ILI C3
PANEL THtCKNESS+1*) (PER TABLES) lAr WELDED PLATE SADDLE V) w 0
0 ROOF BEARING ELEMENT W1(2)V4-THRU-BOLTS It Lu z
0 CN C)
(SHOWN)AND 2V O.C.Cl 95 RE!"IMBEDDED IN TOP
NON-BEARING ELEMENT(SIDE OF CONCRETE COLUMN(BY u- cp
WALLS) OTHERS) .4, V- 0410
6-" c� LU
ROOF PANEL TO BEAM FASTENING DETAIL PANEL ROOF TO RIDGE BEAM 0 CONCRETE POST DETAIL z 0
> ui
SCALE; r V-(r SCALE.*Z'-V-Cr
2� Z
LU
w
) 0
U-1
;c
uj
oil—
$outhern Home Pmducm,Im
j
JGffrey T Me s
CBC OM13 IPHEET
P.O. Box 64,0
Jacksonville, FL 3W36
904-766-9241 OF 10
General Notes and Specifications for Seeflon 7 Tables:
The design loads for Section I RmA p&fW Systano for Open.partially Enclosaill,and Enclosed W
Structures am In compliance with 114 FLORIDA BUILDING C0004 Mean Rod HeV4 V to 301,Rod Slope
D'to Ar;ExImsurm 13'.Importance famors of 0.T7 V apen WuOurss&wrOm MOM WW 1-0 for glass
room pressure in NW:
Design Loads for 12.0(r
Root Panels for Open.Partially En d,a Enclosed Sbvctums
I Glass R� 12"x VARIOUS HEIGHT 5 RIB RISER ROOF PANEL
Open scroso pstally- Emlosedl Over Hvv SC ALE. r a I'-V
W" Rook bmwand AN Amok
vel"aw mcm I Nab a Now S Note 3 N.003 Table 7.1.1 Allowable Spans for Industry Standard Riser Panels for Various Loads Table 7.1.3 Allowable Spans for Indus"Standard Riser Panels for Various Loads
IN MR-H 4201.j;�_S .101:j =201-Ndall -201-NaagS 420/-Ncftg] Aluminum Alloy 3105 M-14 or H-25 AJurninum Alloy 3105 H-14 or H-n
.-111M.P.14 120J." +Iai�ll +201-* _720-J.- 4201- i-ve z ir a 0114"1 ar A Rlb Riew Parmle Gw"ROOM& rsirasAirzariltibmw fusse Rama
in mr." +201.- *101.13 45 f---- --201." open soudwo Scrumn 144am for"Ry EAG LICAMW Wwhwq I Open 3tiMA" Scrawn R9mm Partially tftdc.�
123 11JUL 1201.- +101-13-2 4201-1 #20 1.1. 201." wkw Mmo4k*od Rod conclimm Wind M Afto Ovwhmv 1
130".0 1-15 :32 * III-*" 12DI-' conow-W
21*- 2 X __ !2 R000d lu 3 4 143 3 4 IU .3 1 IU 3 AN F49bm ILI 1 3 1 4 IL2 1 3 4 142 : 3 4 14.2 3 4 Ad
1.211.; 1 1 Si, spee spes "An am" somi "- &son PE" apse spsm span pan R"b Mina "m ap" apse aw We" span "m
150"A -101-20 1. 4301-' -301.' apse Go- span span Rooft
lad JAPH C4r So IFI-10 V-11' to So 4Lr T�r S-r 4,S' So I Tr Tr Ida MPH Ifr-I IS-V -ITe 164r IWAO' W-r I v-v I vo jr-IF -73--r fx---Ir r-v
Ailed loo idr-lu- -V7-
-ad carp"andlor gins mondL Ila MFW FF f4r So Vr F-,r 7.111 4LI V So� 41,r S-7 I F-r -Z47,- liamem so 17,r IZ-V JCjr lr.li" Iffr t-l' Zo is-7 r-W-
-av 12.7
YLI I- _T4F - 0" .11 1-111 120 a" -Fi FF, -iv-4T-7�7 7s-4r--W-it- mr c-i- -cr-cr--jr,-r
In Mpm r-r S-V rr F-v r-iFF 4'4r 47- Ti V 7_1 I- I-
I - ---- -7-
-_W 112IMPH 94r lif.1cr ll%I" iv.i* iiF-Jur mr YWr e--7' oLv -I F-4- 1 ILI. r_v
Fres-standkV corports I Covers%wiM morlo-sloped mofs. Tn MPH -V So v-f SW ro fLiv x4r A-r dro S-ld' No 4LI sLe
130 MPH 3,11. 'Fur r,,. -77- T 7.71 C_v 4r4r y4r C-r o 11�1 LIr 136 MPH V7- 10`41' 1174F IT.i- lFr 747" r7 Fv ST7 Ia4r W-11
is- T4r_ 94e icrr
Note 1, Per ASCE 7-98 Table 6-3A with I a 0.TT A mono-slops factor a 0.7S. 140 MF" F-r 4o Yl�l r-r F4 jFw 4 7--7,r--Tr 47 14AMPH F-I* 9-11* 19-r lro v4r Me f-e W.1- So
__'Fr_ - -FF---r7-1 _j
Now 2: Per FBC table 2DO2.L lbOMPHI X-r L_,F-W I 4-4r I vo F-li, 7-7 3-4 IT V, 1'4r IsaMPHL_147 14co If-'"I F-l"I 64r I V-lu-I r-r I-mr-t- I r4r -Trr,-- < LLJ
Note 3: Par ASCE 7-98 Table 6-3B Main RcdAros&Overhangs. mir x ir x*.Cw i m a m pioar rw-we Gum Ancals rxirxLdW2qr$MRH�pmwW 0"s Rams n 0
Nots 4� Per ASCE T-N Table 6�3h Main Pad Am,a ovoetangs. ozo
to be Open alructipas 11"am Aaams rat"T§:,W,"d &WAMW overmilg/ 00- acnmm Room ftfsfift Encl.*" Anoweed ovedwwf I x 0
Note L, Rod system as&4 supportrV betwegn bows WW supports and thus are wliml Mm"�pa Raof canulavor wkw "ame.4VAP"Rea c4nollmot
the rnain karnst-a*"Wmpmwft but anve ft systarns am also Cladding cuoVundrtm.design ltogioo 1&1 3 1 4 ILI Zsn 1 4 ILI 3 AN Rook- -I
ap 1 .4 IU 3 1 4 U 1 3 4 US 3 1 -6 IU 3" 1 ap4m 1U 3 4 AS
loods am bm cornponenta wd deddhV tabiaL apse V" OWN spen "m SPER span P" We mpma "all kmal "m OPM &Psa spen P.O P.O spas sp 4PON spas span Room z Z
ED -
Nots Be To davalop the design load tables fix ro�systons.to edge strip and conmor boads of Table Too WMPH-f4-r r-r c-c r-r ir-r I 9,-c 4r.r s.r so c4r s-i I- wo r-c h" 10-11'I l4LI- 14'4� IF-r 10-11- W4' F-111' 4r 11r-41 WO 1*�j I` 'r-W fj)
5-30 ftm ASCE T�n word a4usted by an linportance Factor of 0.77.Mon041OPed md factor is 0.15. 1 in mpm� r4r s.icr &iv r-r Ir-11'1 04* 4.r S�r 50 Co So S-r 7-7 1110ft 1 Vr I 7,r ISo IF4r IF-e Iff4r F-r 11*0 1.7-,r fo I.To 1,C.I- x4r, L1j
C-10, LU
The hkv yalues-averaged 10 Create#m;design vskm usW by tw agofto 10 Pmats tO V-r F-r 4" in 0-H f4r 17o 170 lAro 19�r Ifo 94F 1940' 111-1- lr-r ISO lyr It�cr 0 0 ca
20 MPH 174, S-r 717 0 z -j
L _10
all-able spen U"-IT*moxion me In w-m
ft akmvbie span fnxn b a de0on bad dvd rnalzims dv 122 MPH If-c F-S, So So W-C fro T-I S lr.r S.r Lr jr-c if-7 -Tz-v Iro Iff-r IF-r 9-r Id'o -7rlir-ilar Fv ir4r mv IF-0, d
ud am r-r r-r F-C So S-7 IrZ 3LIF 3 1:15: C4r R-11' F-I 1'_I I* im am w-r tiLe iv4r ic.v ir4r -iro F-r I ffr lo-4r t4r Iz-v 1;r.r W-W 93 <
panal's offective wind arms. ad LIJ
140 MM X-Ir 4LIl" 9-l' Ir-r 74r r-ler To T-lir Vo 4LIOR ILIOP IA4 WIN 941' 190 10.11' I.T4r ISO IrLe 11 lop-111, IF-W
Note 111; To dmlop ev dwlgn load tables for nxi systBros ond ovwtanga for enclosed mincturms.#0 ;41* mr-I I- jrr 1 9)
edge strip and corrm kmft cd 1 SWIB of the FOC war*averaged to Croats Ow dmJW vmk"used by iso MPH- 3LlZo =44r 41-1v s-ii- rr rr x4r 4,�r W-r To Wo 4%r 110 in am IlLe IZ-1a, IS-10' ic-r IL41 I , I F-V icro X-1cr 9) Z
#4 m1gottlim to liermuts to allowable IW tables.The ailp*mn selods the WW*able span frorn 1A 1-Ur a Ir x CVr 2 ar S M Now Pmwo QW"Ame"m - r x ir a GAW 2 ar 11 Rib fthw Pansis Wass R� :5 C) 9 C4
design bed that-tot"to parw$wfm�wkd arem. opffin samadurms 506m Room Pollak Emwe"d bido"d Over"I OP"skmcbm" SGrmn Rome rantally Ovwhwq 1 0 =) tl� COD
wind Mans4moped Rod WkW jdmmslopap�d candlmver _j
AM
k,14
,.4r
9-v r-ir 4�,
4 1&1 3 4 IU 3 4 IU A AN ZIU�F3 4 IU 3 4 l4ut 3 4 ILI 3 4 Ad co
R&V�- 1&2 3 01
Notay: "aliplic C41
sPda som won aped " Apse span vm Pan spam RPM Rook apse mpm Span apse SIN10 open ap" as" Nm ap" OW &P.O R*06 Z (v
a we V to V Igo MPH S-19, r-r' ne Iro 190 Iff-lP 54, F�r 9.1, S_r sLiV ro 7.8, 100 mm IS-C It-lP 11rr ISLIN' =4' Ur 11--r 10-111- Illo IS-11* lWo 1jr-W -f-T > Uj
110 am s4r So lr.111 So Igo lq-r 'r-jr. V_r S'r Sr
c 6`41, W-F ro Ila wm izo ir-or ir�r I rr =-7, zr-w ia-ir tm, ir-c iro jr-1- jrr 'r-W 2�Z
120 MPH V-r f-r fo TLIV FLID' 1174r V4r F.10' L-1-Ir V.tl- C-1 F-r I z4r In mmi IlLr iA!-r it-tw lr-r zi%r 2vo ia,4r mr mr ir-4- jrr 1S.W Ir-cr LU -
122 AW" 9-1* $Le ro T-11* W-ir W-11' ro JP4r V-Ilr 1LIW 9-11' UP Z-C 122 MPH IlLI* 14LV IC-r lr-r ZILr _21-0 Iff-l' 17-W IXr I lW-7- jc-lr. ISIT W
130 S-11* X-r W 0
lr-l* F-r r-r 1r4F W-7' 44r S4' So �Vo SO IV MW l4ro 17-10, W.I. 190 21JL4` 21Y�r To 17.r IX-10' lW_r 414LS, i4fo 'r4r _J ILI
UNIFORM LOAD UNIFORM LOAD 141' So 1 6-11" r-r E I=1 =1F r�r Fr 6-0 V4r So S_r zr 141 NM-70'--2-p iy-r iTr w-ur toro ir-ii, irr ii lro I 0`4r 174r _2C4r �r_cr <
150 MPH 4f4r So I F-r I C-11" fAr NO I jr-l' SO W.I* r�r 9-r F-C Z-I* is KIM F-r 1Z.r IT-10. 14v-ll* - U)
NUW TOW fad pm*Wm-most Wkm*MA WWO 4 U.WWV. 111:R - 11ro If-lir ILIV 10-111' 11LI*I Jrr 1,T-r 4�_W
Nolm ToW rod pind wkift rma wWlh was wklh 4 ovortang.
Table 7.1.2 Allowable Spans for Industry Staixiard Riser Panels for Various Loads
Alu-Inum Alloy 3105 W`14 or H45 W
9 c,1
A B A I-Ifr x tr it CAW ser A Pm ahbw parom Glass Rowns CL !15
1 Open ftucox" Sav"Room huuwv Endo"d Ov*rhmt%1 010 x 11-11r WASHER HEAL)S.M.S.
SINGLE SPAN CANTILEVER I OR SINGLE SPAN wmd Man-Stoped Rbd I ce"Isw4w (1)98 x 117 WITH HEAD THRO"BOX HEADER 1r D.0
Realms Is.2 4 1112 1 3 4 J&2 3 4 AN SALS.TOP OF EACH RISER
I INTO HOST STRUCTURE
mpmn I -IL ap" open spen apse As" as" ap4m 1 8,pumml I ,s,.
UNIFCRM LOAD UNIFORM LOAD Ida mM -So c-ir c-ii, jr-r I ia-f- iv-d- s-or vT fLe S-3' fro F-r BOX HEADF-Ft
lid OU44 S__ F-r 941' 11 go ir-11" 4'4r' -1 F_F,7'-T-
ill LI1 r-r 74r
___V --- ROOF PAN
I i I I I F 126 Mi-H C-11* -64r 11`4- ro Ur go 4'�r so S-7- 74r 4F 9-ld- 7�r BEAD OF CAULKING ALONG TOP OF
123 MPH 4LI1r SAP sLi, rr wo _c_r S17---S7- 4,_J- F-S,- So 7 BOX HEADER Uj
113o OR f�n__�Lo X-iv- Fr sc 4-r So S-r rr
F-V rir 1-11- 4- 1 _r z4r LIJ
IIAOMPH r-W F�r W-7"' (3)PER ROOF PAN#8 x Yr NOTES;-
Jim -77--T7-1 374r I ff-- S-101 Wo I 4�-Jgr i. WHEN HO.ST STRUCTURE 13 L)
_!Z_ vW HEAD S.M.S.D.C.WWTO Q
A c A c D i-irr a ir it CAW I mr A Rib Almor panWs Glow Roo" BEAM MASONRY USE.1114'x I-14'DRIVE
2 SPAN 3 SPAN OPM savdAffma swom Rmam, ftfuwlv Lido"d PINS OR 11V x 2-Ijr
m!T:fte.4 R.0 =1 (3)PER ROOF PAN#10 x I' THUNDERBOLTS
wkw US 1 4 IU 3 4 IU 3 4 Im 3 4 All WTTH S.M.&THROUGH ROOF 2.FASTEN THE EXCISTING
UNIFORM LOAD mme apm spen spas Ewa as" Assn spen apsa apse 11 mm R0001 PAN AND BOX HEADER D.C. SUB--FASCIA TO RAFTER TAILS
loo MPH sLiv I r-r r-ir r-iir vmv iv_v s4r So gLicr so S_iv I r_r 7o 1 INTO HOST STRUCTURE
lo mm S-r V-111 ro r4i, ia-r ivo s-v rr c4r s r_r FIRST WITH 910 x r S.MS.
!4
In 6114f So fo V-1- 0-11- 10.r Wo S-11' Z-5, PAN ROOF AND BOX HEADER
123 MPH S-r t-S' r-r r4r r-iv icr-v co SLur S-il- r-ii- ex r-r z_r
1381NN 4!-Ilr F.,r F-C ro C`0 Wo 4-4r F-r SO Co S-Ir 5%11' Z-r SCALE. N.T.S.
140 au-m c4r V-ur I sLiv r4r 9-11 1 mr-e No I F-r I So XQ-
A 13 C D E Imm -7:F 1 r-r-r`Sr 7_- -- m --
4 SPAN 1-1 x Ir x CAW I w A Rib Itimer Ponsis 04"ROOM
NOTES: open amm6mes, Sormen Rawma P=%Wlr anchm" ovmtmq I SCLOWil HOMO PrCKkK;t5,k-A
mild mwd��Rod caullowder
11.1 9 Span Lano R09W IL2 3 4 ILZ 3 1- All 0(3
.P. .4 1162 .3 4 IU 3 1 . J, /(t,
4 a Ovedwg Lwoh -PM spa Pon 6"n P- opm RP" "" W ft"ft Jeffroy T Me -
AN SW4 Imtod in the tables we for equally wpodd distances bat"m supports or anchor points. ur lwc SHEET'
104 MPH F I f Vr lZo Ir-11* f-C ILlir r.11* lr-r V_- I So S-r CW L�M13
3- Panels AW not be spliCed LxoNk at supports. Lia mpm_EE__EIL_E_.r mii* i2*.e ir-r �Liv rLe rr S.r r4r aLr T-Ir
120 MPH S-r T-r r4r r-r m-r iiLm r imv r.v S.icr r-r ro Z-10'
rr X-1
_123 JAPH -r ro ]V-r ll.r 11_Jlr So V-I(r V-11* So r-,*
130HPH V-10' Tr r-r r4r 11LI, ill F F-71 ff r 5.3" -VFI-,r C-11, 7_r P.O. Dox 6444
SPAN EXAMPLES FOR SECTION 7 TABLES I'd MPH S-r F-11r I r4r ldr-11* C-11 fIr 1`41 Fr 9_0, r4rr Z.
�m a-PH F-C Ir-r So 21; -174- C-111'I F-11' d-V 9.1- V�r ILV Z-r Jzckson,419, FL 3W36
SCALE. N.T.S. Now.Total md p"*M room wM+vml vAM 4 merhmrS 904-766-9241 OF 10
P
UtileT-
Je Tr�ay T. Lk�'g
ALUMINUM MN
E.P.S.CORE COVERED AREA
00000
TAB AREA
00
SIDE PANEL
3/r TO lZADHESIVE BEAD PC- BOX 640
CONNECTIONS VAR.
CLEATED ROOF PANEL FOR A V WIDE ADHESIVE 0000 jacksOf AM% FL 3n3a
SCALE. r a l'-V (DO NOT AFFECT PANEL
SPANS) STRIP UNDER SHINGLE 90--766-9241
Table 7.1.4 Allowable Spans 1w Industry Stanclard RI&w Panels for Various Load* SELECT PANEL DEPTH 00 SUBSIEQUEW ROWS
AJurnInumAfioy3l03H-ZII FROM TABLES .00 - STARTER ROW
00
r x Ir A 11.0211'1 or I Xft Rhw Panaft Glam PAO=
Open acrand ROOM pamummy Enchgow EnGkmW over"I COMPOSITE PANEL W1
WhAl K-W COMPOSITE ROOF PANEL TINDUSTRY STANDARDI ExTRuDEI)OR BRLAK
ROO- I&I FORMED CAP SEALEO W
apea 1 3 4 1&1 OW30 1 4 1&1 3 1 4 142 3 1 4 AN SCALE: lira il
apse AW BMW Apan apan spa spa" &Pon "m Sam Rooft PLACE W/ADHESIVE OR
IN MPH id`-icrJlX-ii* icz iv-v I ur-icr F 2trr ff-itr izx w,-iv vy-v 14'-r I le-ir" r4r SCREWS
lie MPH 10--1 iT-2y'77-T 1S.7-1 IWr F-F Fr Iv4r IlAr v-r 174r -11, 44r
120 MPH 7�r IZ4? Iff I!sr ffr lirr iar-11- V-%- -72--tir X-r de SEALANT BEADS
723—up" ff-r 11'4r 17-7 1,C4F 18`41 lv�r -F.r---ic-r.-r--Tcr-7cr -f.I-ir Iry ir.ii- ir-(r
ll'�r If4r Jr4f I Ir-e Ir4r 9 PROFA13 COMPOSITE ROOF PANEL VffH SHINGLE FINISH DUAIL
U-0—mPH-rl-- 197' 9417 17,r -12-0 EC-OF
T44—kPH _"d
_!:E_ 1041' lff�lv -r is-11. r-Itr 04F vr-m F7- Wr 17-11- vi-- SCALE4 ICT.S.
ISO mft vr icrr la.r. I Ar W I v-i*- r4r -71F--F71 r-flArr 9-4r icr-r —r-Irr 9)
A1-tACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE*. .7 < LU
T x IV A amw I or A Ras ftlam hwmw olams Ravem APPLY ADHESIVE IN A COKIINUOUS BEAD 3W TO 117 DIAMETER SO THAT THERE 13 A l-WIDE Q =) 0
op"shuctimm samem R.&M Per" ovartmis I STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE 0 Z 0
wbw .. ...........
142 3 4 I&A 3 1 4 ILZ 3 1 4 I&Z 3 AM FOR AREAS UP TO 120 M.P.H.WIND ZONE, U3
Alm apan up" &Pan sow &Pon spa* apse Sold "as qm Recta ....... . ......... . 1)STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE Z Z -.1
-Tir-c ir-irr ir�r 21'4r 21'.ICr ig-r ISO IN-11" 17-V 164r ir-c 4*-cr AT MID COVERED AREA AND ONE LINDER THE SHINGLE AT MID TAB AREA STARTER
log MPH I V�r ED
Ila MPH 17,9,4r 2T�V 21'-- t.11* 17-11' IV-r I1Y-W IC-fir 15-1* 44r SHINGLE ROW WSTALLED NTH THE TABS FACING IN THE UPWARD DIRECTION OF THE
4r (n
4--�l 10� -17 lf,7' 29-11' W-V li*_r iz-r r-1v IS-Ir WIr 4*-Cr ROOF SLOPE. 0 LIJ
75 a—PH I(r'r 13- 19-17 194r ig-I 1* 77 c——114r F-r IT4r 5 2) SUBSEQUENT ROM OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD Z co
I is, It- III-jr, -Fir-r--F7F If'r 4;:.Cr: DIRECTION OF THE ROOF SLOPE WMH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT
134 UP14 VTO-1 Iz-r IZ-11 1. =14r j I ED 0
T,", I, 1drr iff-ar if F-11- Ir-r If 4' MID COVERED AREA
r
149 MPH . . _jr W
In MPH III, 12-C W.41, �&I law ad LLJ
_jL-_T 174r ir-111- Ir-r 1 &.1- 1 194- Iffr 1 fir4r I IE-E_ lr-;IP C-V FOR APJ-AS ABOVE 120 M.P.R WIND ZONE: co x
TYPICAL INSULATED PANEL 1)STARTER ROWS OF SHINGLES SMALL HAVE TWO STRIPS OF ADHESIVE UNDER THE U) � lz LU LIJ
r x IV z LOW 2 ar 6 Rib lumer panaw Qla"Rmem S 0 c'j
OP- SCALE. lAr a il SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLEROW L) 01
11""a Rogno Parumft bmin" INSTALLED WTTH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 8 f-
wind Mano4lanpeml Rod tenflkF~ 2)SUOSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION NTH TWO NIZ
P�vkm —lu -
3 4 IAZ 3 4 1112 i 3 1 4 1862 1 3 1 4 AN STRIPS OF ADHESW AT MID COVERED AREA.
66104 SPEA; ap" SPER vm apm som apse Avan 50100 apm Wm_ Rook Table 7.1.6 Allowable SPww for Industry Standard Coniposits Roalf Panels for Various Lao& U) CD 0
in W41 iv&--W-0 29�r 21r�3` 25-W 2F4r 1Z-1t. 194r I IF-17 If-II* 21r4F I 2Ir4F c4r A.1unihimm Alloy 3105 W114 or H-25 1.0 EPS Czire Derafty Fawn 0 ADHESIVE: CHEM REX-PL PREMIUM"ll URETHANE ADHESIVE OR OSI-RF140 Z CN P
LIS_0-_L-T i Gbas Recaps LU
F-_r 4::L 24-4r IiAr Ir4- lr4r 17-11- iff'r lv�r I C�v
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120 MPH IZ4r jr-tl- 19-r IN-r' Zr-11- 2F-W IIY-11- IV�r 147-Ir I --Irpm x1rucbAme oct"ta Room LU
I parnal Fjwmw Enda"d aver"mi MINIMUM ROOF SLOPE:r IN Ir z z 931
n MPH Iz-r Tr-r--79-m--14-rr-- 2Z-Ir Zfr Igr-IV IS-11" 14��r TIRE,- 12r, RV4 Moto-41-wod Root LU -
ISO MPH 174r 174r -W4-r- Rao- 114 3 4 1&3 ILZ "A I ILI 1 3 4 AN
I" 17'4r 12V-171 52r.0 1 14 lZ4f
"�E W -,I Spa" OPM IPM man 3Pm Span so" pam Some OPM IPM A006 0
1 Ir-ur lc-r -106 MPH 9-P I 'crjr 10'-c ir-C I IiFA' ir-r lor-ir irr if-ir iz4r v.Iv Fr r-w
140 IS-1- 10-7 1 1 COVERED AREA -JILLI
ISO 194r 13-41'1 Ix-r ler-l-I it-IV IZ4r IZ4r r-11- 14'.r -
'r
lr-IW l(r-W I1-r 10-111' 10'0 0-V 94F 0-0- <
!41r 94r .46
11=1 _LV 1-%4� 1t4'
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NcAw T*W ft* w4m nmm%to+well wwth aafftw,% I'_ ff I F IF-r 9-0- icr-r X-W
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C20S 9-11 IF-III TAB AREA N J'ROOFING
cr c f-T: 15-1* It-ir le-r 8%.Iil -ff-11- -7-7--W7--W-v i0v NAILS
Table TAJ Allowable Spans for Industry Standard Cleated Panels for Various Lomfs 131 MPH T41' V-r r-11' Ix-r I 1W I r -F-7--Y7--V�F- mr INSTALLED PER
Akwalnum Ahoy 3105 H-14 at H-25 1140 MPH I r rr- Is I -1cr 1 Ve -971-gril-- -r-ir-Irll" 42;'
14W it Ir a&OW CbMdad pr,,b kIANUFACTURERS
at&"Rugam I Ar lz1r 1. 1 is -r4-rrsW -F-7- SPECIFICATION FOR NUMBER iz 04
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1 open ftuo,(,@ two"rmmm Partially&W"" knOmed Dvwhwq I r x 4r x Lmr Pamela Gig"Ana" AND LOCATION
wkA pAmd canulaver Open Rooms Enchm" EndAS" Overt"I M
a&- —113 $- -S
4 1&2 1 3 4 IAS 3 4 AN Rao LL.
I apm : 1
SP- apse ape" Span som span mp- Spew MOM apda Reaft
IN A-wea 1&2 F3 � 46 JA2 1" 3 1 11 IA2 3 4 An
-ATO WX 9-r FA' C-11' F-r ir�r 3-7— 1 a SP" "an "fis spew An
APA 114,F-ar-W apm I 2t- gomm am apam Bps" sow Slam PA06
lie MPH f-lar c4r s-r la-v I iz-ij- ixr v-r r4cr r-i 64r F-r Jr4r —Tr IN hWH III-01 Is-r, Is-v 2cr4r 2r.11" zr-r lz_Ir lw-c ix4r ix-r ir-r is-iar F- 4r_,
jr.r 174r it.
lie IN ir4r ixr Is-ir X.41'
T21—UPH 17-c 94r V7 --IV - I
74r F41- r-r r7 VF c
W-1 I 12--r -I -W 19417 2f-ur zv-v if-ir iv�r iz-r
123 UPW V4* r-IF W-11, ir_v -UrWr-T4ir--77--F.-47--7-7--r-7- If r -11 126 MPH ff4r 17-r ilt-r lr-11' 21Y-f llr�W IW-IW Ir-I* If4r -74r-77-ir iz4r Zv SUBSEQUENT ROM
_Rr4. n®r ir-lar 17-c
in AM 9-r 1" 0-11* Ir-lir 17-11' 1" 194r
-f30 Mpit-F� r.7- r4r ar IMF F-if Y-F F-Fir-F.-F Tiv, -F7- Far Z-10P T74F CP
T4. -r iil-r - - -- --T -- --I-- 3W TO i,7ADHFSfVE BEAD
TAO—JU-H lr47r " frF -7 ArFr lir r in m44 mr-r ar-ur ff4r %4r irr IF-v io4r iv-- iff.iar ic-ur i4rr vr4r ]4'4r
Tam—me" 5-r N-iv r:F, -7 FORAI'WIDEADHESrvE Uj 0
:H 14141' IV-19wr V-t' -iry- rp -m w-H Fv i-v -F-F--74F 77-r- W-W iff-C le-F =cr4r -I ir-P c-F
EM-77--F,-rT I isir r-w I F-r STRIP UNDER SHINGLE
"4,z ir x cAmr chmead p..jg Gig"PAOM C A 4jr x 4.8w panow -7-rI IW-II* IW-r. 9-11* U.
samm Rao" Glams STARTER ROW
OP- partlally&=weoel 0mamml opma ROW" peftlaft facAmod EmAlmed ovar"I
wk1d Pont I C40tupwar
—m 1 4 IU 3 4 %&2 ! 3 4 1&2 3 4 An Wind cAnkfinur COMPOSITE PANEL W1
"Pee I spea a&ae SOM som ! "on SPIO Epp" 4000 "m SPOR soda Raab REV" 142 3 4 4 I&S 1-3 1 4 3 4 An EXTRUDED OR BREAK 0
IN MPH r-isr 1 v4r mr.ij- 11-4r 14--r Ic4r r_- g-jr --F Open SIM apm 4'ptz I a:. a,. a. FORMED W SEALED W C13 1 -1
-71F F f�r 9-11- 27 aw RPm* span Peak
-i--77--i4-r _77--77--i7 3-4r _jL_ PLACE VVI ADHESIlVE OR
Ila MPH r4r I w-r r-c IY-tl-7rr 4r 100 M14i -r IS�r iZ-IT 2W-W 2r-e 21%r 1ZO F if-r IS-r W-0 jF-W Is4r jr-w
120 MPH V-1 Iff4r IXr Ir-r OL r-11- F4r- -C-r Jr-ur I T-P lie MPH 10-1* lll�r 19-11* 11-11 211-e zir-r IV.r I.T-11* IZ4r IZ-r I.T-iV 13r-V c4r SCREWS
_f:E__LL
T23-MPH F-Ir 94r 94r IV4r ITr IS-r Fr r4r r-Ilr F4r 9-11 F-r x 129 MPH Fr lff-C 9-11* Ir4r ir-r ir-11, ig4r il,-r iv�r it-4r it-ir iz-v 'r4r
I-
AIPH — 7116*O.S.B.PANELS
F.'r I 9-T ff-4r 1W_r 17-r 17-10P 90 r4r r-r c4r r-r 1=WH 1`4r J -I* r4r ir-r Ir4r jrjw icrz 11.4r Iv.r lr_- ir-r IZ-1* 1 C4.
MPN g --T,- -
-T-jr ,�V-El 139041: F-r jr-71 9-r is-0 ir-r ir4r er4r Iw-Ij, iar-r vy-r ir-ur Ivo ctr
s-r I - -r ,
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ISO 9-V T4r jr-I 1,1 F.& r. 141 Fiv Fur ir-P is-4, mr I it-7- vo iim- 'r-r PROFA13 COMPOSRE ROOF PANEL WTM a.S.B.
1-r I(F-'T I !V4r
l.v4r A 1V x Low cuslad Panalm ry f'r r- lv�r V-191P W-C 9-11 IF -r
ic.r =15,10. 41 07 111 AND STANDARD SHINGLE FINISH DETAIL
GIs"Roo", 4F a 411'x 4.431'Panelm aim"RAO"
OPOR ZVMdMrAg Sweas Room Partwly Enalm" overtmis I I open 40'a"Rao" Partially ancles" Endommell SCALE: KT,S.
wkw RmA canglevur WNW hlan�gkwed Red calmlem SPECIFICATIONS FORAPPLYING O.S.B.AND SHINGLE$FOR ROOF SLOPES OF Z12 TO 4.12
7&-v a 4 1&1 3 1 4 14.9 � 3 4 lax 3- 1 4 As Rw.*Pn lie 1 4 1 IAZ 3 - 1 .4 ILZ a -4 lu 3 1 a- AN
6104 Am m- opm "m 4W SP40 4100A "m SPIA span Room span 5000 span Span AP411 Fee Rpm open opm apm apam own Aaaft 1. INSTALL PRO-FAD PANELS IN ACCORDANCE NTH MANUFACTUREKS INSTRUCTIONS.
im MPH Ir-3- JT4- 13!-r IV-11- Irr. aw Ime ia-r mr4r ir'r Izo f4r 100 A" 1$4r 147-ir lv�r zy-l- 2w-l(r I i4r-p jr-c jr4r It4r 19-CIIF-lirl r-W Z SEAL ALL SLAMS WITH PRO 20M CHEMPEX WS URETHANE AND CLEM THE ROOF OF MY v,
To—mPH 74-F — -74r-—f-I V —F_r vy-r iff-1111 4-(r -T
—— 11741' lCr-11' 13',r IF-r 1fr I r-ur I is MPH iz4r is-ii, irs' 2Z-r 2C-r 2XV IT-W ile-1V lc4r 1" 157-1, DIRT.GREASE.WATER OR OIL.
L20 MPH -r -�-- - --.r S-r 4C-Cr �KEF
-- -CI 17 -PR 7077"-Ty-r-pro--3rr
19 -V 1S'4r iS-r r4r -r-r v-4, . r-ir r-r icr-r I x4r irm - ...' - -j-, 3. APPLY 16 MILS OF L40RTON 652 GLUE TO THE PANELS AND INSTALL 71111!O,S.IL OVER THE
- F- 7 211-r 111.1 Ir ITr
F-11" 10r-r ir-ar js�L if4r r-c or-W mr-r I r4r Fr laz Fir 123 MPH lcr4l iz�r 11-r zFr Mr- TIM-5- =ZI -74rp-1-T 1-1 Jr-cr
MPH er"r -r
!� Itj�4r L,,r GLUE AND PANELS.
i,4r A -i7- X-r 7-7' 139
138 MPH r4r jr.r V.4r 4r if-11* r4l Im M"i F-I(r 11'4r lCr4r 'V-Ilr 21W &4' MW 7-7' 12 Z f3 4r
'a r_, 149 JAPHI a-z L2! -7- 4. INSTALL 158 FELT PAPER IN ACCORDANCE NTH THE FLORIDA BUILDING CODE,2001 E01 ON,
ar-4, ii�r w-r W-v w4r F-Ii* tT4r iF-Wiw ir-r —107v -M—r -1-v 7v—,r -7r,—r 7z—,E: lilgr:
1466 W44 r.0 r
I ,
'" PH r., lie imptil Tar LYar-I WT -10--Ifr I ITY 17-c 17-1 SECTION 150?.38.
iss MPH r-v v-r 10
V-17 iff-lir IS-9 ls-r c4r r.1"
Note:Tah md panel ww& mom*10+wd idM+omtfflnl;� Ndm low ma P"Am-mm Who 0 ad WNM 4 mftrg. S. INSTALL SHINGLES IN ACCORDANCE WITH THE FLORIDA BUILDING CODF-2001 F-DrrION,SECTION
OF 10