Permits 1491 Linkside Dr (vault)002 34
2'x-BEAM SEE TABLE 4
SIDE WALL HEADEFF ATTACHED TO
IV
OVERHANG VARIES 4
EDGE BEAM I- x 2" x 0.044- (9R BETTER VA7H 2- eve.0
MIN. 2 /�r sms
3 1/2" SAO Oil 23
SIDE WALL pURUN@ ATTACHED -TO GRADE OR RAISED. I*x z
BACK 6PEN BACK F007ING
1jd-x0.O4,C OPEN I x 2* x 0.044 -AS OR ON GRADE
ATTACHED TO FRONT POST WITH�MIN 2 010 x<11 1/2' SMS' Z
WITH #10 x 2' SMS MAX IN SCREW BdSSES� TYPICAL GLASS ROOM WITH SOUD ROOF. TYPV_'AL FRONT-VIEW FRAMING
*EACH PURLJk
r FROM.
AND 24" O.CL TOI; (HEIGHT OF UPRIGHT IS MEASURED FROM'
OF I*xr PLATE.TO BOTTOM OF WALL BEAM)
Certified Copy o#'5tm"pad/5eAled Engineering Data
eip
FRONT AND SIDE &OTTOM RALS ajaz 012 zw
-TO COORETE WITH tic
FRONT WALL PURLIN 1/4* MAS6WY QUICK SET
ATTACHED
1/4'jd 1 lip--J(ag
0 V FROM EACH IPOST AND 2r W/2 W/2 5tAUOMFlorida DuvAlCounty
ZP
AND W*,M.S A MIN. V'
A CLIJ
mAx 18,
MOM EDGE OF COWCRETE
R WKI 18
ALUMINUM.PANEL COVER
D 1,David W.Miller,NOtAry IftUbliC(Conjn,�1.35ion#CC294232),undervigned w< g pos
F5 FCC
TYPICAL CORNER DETAIL -authority, herebycartify thffit thi,3 is A true aid correct copy of 5igned and 13 le-
cc
vealed engineering dmtA �y 4FAwrence 13amett,P.E. h+j coawni5�ion explr&3 C4"i
4 I/ex4' LAG BOLTS ALUMINUM &OVER OR z
FENDER WASH AL INSULATED 2'x_ BEAM AND COLUMNS /0 ju
W/ 1 1/4 ERS 3, STRUCIUW MAX COLUMNS. SPACING W ly 20,1997.
PER 4* PANEL ACROSS THE ALUMINUM
FRONT AND 24" O.Q ALONG SEE TABLES R 40
La
SIDES (WALK-ON) WADER ATfA%CHED TO POST WITNF-5!5nVhAnd"officie�ISCAI,thi,3-dAyof-�19*9-5* ul_j
1: 1"itrx0low
W/MIN. 2 JFO x 1 1/2' t
IN SCREW 8WSSES L -W VARIES m it Ir
In W
2' x 2' OR 2' x 3* HOLLOW 2%27. Zx3f. OR 3'4' TYPICAL GLASS ROOM 0_J>.
SEE SPAN TABLE HEADER HOLLOW id SPAN TABLES Notary Ilumic-, StAte of Florida > 0
azo
FOR SNAP OICTRUSIONS z>
CHAIR RAII, AND KICKPLA7E NOTES., 121
2x2'jcO.044' HOLLOW RAL CHAIR RAIL A%TTACHIED TO J_ ANCHOR 1,
POST w/mpL 2 f1O x 1 1/2' x 2- OPEN SAiCK EXIIN)SION WITH TAPOON 1/4'.- 2.1/4m LENGTH z
SMS #4 SCItSW BOWES - OR EQUAL MXX OF :r-.O" aC, guzo
ANCHqft To WAM UM I 1/2 ,_fflo SMS WIH WASHkRS :r-O` O.C, SPACING FASTENED DETERMINED PAN OR COMPOSITE PAfVL& tu tu 0
POST ATTACHED TO BOTTOM 1- x 2- c d&W MEN BACK ANCHt0R BEAM AND COLUW KNEE-BEAM WIM ANCHOR CPS AM #10 SCR:M BASED ON CONSIRUCTION USE CORROSION RESISTIVE SCIRM PANS CC LU
W/MIN. 3 #10 x I 11r
IN SCREW BOSSES BOTTOM RAIIL AND WASHERS OF HOST STRUCTURE ANCH(M W/J"=A' 0 3/1PAN-INTO a Ix
400
2. MIN. SLAB 19CKNESS FIOR SLAB ON GRADE IS 3 Itr CONCRETE RECEIVINC CHANNEL AND I ~tr 0 ca
I mid Awn W&L W4M FF HOST
1/4" x 2.1/4' MASONRY <N TpSLE USING LARGER"C VALUE OF RIDGE CAP CONNECTION 70 RECEIVIING
WA OR W/2-+ QK S71RUC7URE CHANNEL composm PAmms USE
ANCHOR 0�6" FROM EACH OR FAMA
4. _W IS L QEM OWAHM FROM HOST STRUCTURE TO-FRONT WAM BEAM t I/ex t+ll!r WITH I/
POST AND 24* MC. MAX �r WASNERS'SCREW
TYPICAL UPRIGHT DETAIL DMOUGH mcovic aw*jm 46M TOP
CONNECTION REQUIRED CAULK AM CONNECTIONS.
41 I)r CONCRETE SLAB 6x6 (SEE DETAIL) EXTRLIM OR BREAKMEIAL HEADER
ALUM94LU ATTACHMENT W.W.F. OR FIBER MESH CONCRETE 0.032' MIN.
CONNECTIC% TO'HOST STRUCTURE
ANCHOR 11�-x 2' xO.044- PLATE 1/2- MK
2- x EXTRUSI(" PER TABLE
TO CONCK7E W17H 1/4' x 2 1/2'
OF
HOST STRUCTURE OR FACIA SUB-rpACjA 0ONNECT" REQUIREMENTS FOR VARIOUS
CONCRETE ANCHORS VATI�M 6
EACH SIDE OF EACH POST 0 ZC VARIES LOAD CONDITIONS.
0.41 MAX OR THROUGH ANGLE 0 VAPOR BARRIER UNDER S*LABS LOAD CONDITIONS
2e O.Q MAX STRUCTURES ADM WIND VM007*LOADS DEAD + UVE LOADS
3 f1O x.I* SMS 04TCO ISC�SLOTS a"ROOMS _j
I HOST STRUCTURE 100 MPH :110 k10H 120 MPH
MIN. 3 1/r SLAB 2500 PSI CONC I" x 2"EXTRUSION
COWACM CLEAN FILL OVER SACRFIM 22#/SF 32j/SF 57#/SF
64-1000 W.WJwL OR I- MESH NATURAL SOL 9OX RELATIVE DENSITY' 1. CONCRETE *114!'x1-1/8` CON0M SCREWS *12 0.41------>2 0 V OX.
I I)W MIN. IN CONCRIElE FI;1" Wcid. LAO;%CREWS 0 61 O.C. -- ->2 0 1- elt
2. WOOD
CONCL FUED BLOCK STU WAM U&16 CMU
SCREEK %TM AM CARPORTS
Vid2' C0NC. FOOTING WITH I f5 CONT. HOST STRUCTURE 100 MPH
1. 4& ..L. LJOrAlt ON UNDISTUIRBED NATURAL SOL 110 WH 12O.MPH 221/SF 391/$F 57J/SF z-e
1. CONCRETE - 1/4-x1-1/$-CON(ftTE SCREWS *12- OLC------->2 0 V
1 05 %9(T. AT CORNERS AND 0 110-0" 0.CL 2. WOOD FRAME- 11,C4' - LAO�%CREWS 0 12' O.C�------�--->2 0 11*-C��:
VAPOR BARRIER
RAISED PATIO FOOTING NOTES:- WOOD STRUCTLIRES SfOULD ftNNECT TO TRUSS'BUTTS OR 4NE SUB FACIA-:�'
Fp
MING WHERE POSSIBLE J*ky 15X OF SCREWS CAN BE OUTSIDE
POST -TO BASE AND POST TO BEAM DETAIL THE a:
TRUSS BUTTS/`SL18 FA0A A% THOSE AREAS %IALL 14AVE DOUBLE A�C
OPTIONAL CONCRETE CAP ANCHOR ALUMINUM FRAME
2' x 2" OR :r x 3* OR 2' SMB POST I �: #%._
sum OR BRICK TO WALL OR SLAB WITH AM SCREWS INTO THE HOSTrt.
TRUCTURE SHALI. HAVE MIN 1-1
1/4"x 2 1/2* TAKM OR OR SHALL BE WASHER HEADJib SCREWS.-
ANCHOR V' x 2" x0.044' PLATE
AE EACH SIDE EQUAL 6' TAPCON STYLE OR
2 x r x 1/8* ANGL NUOUS
TO CONCRETE WITH 1/4* x 2 1/2" 1 #4 BAR CONTI
4
ATTACH TO POST " 0ONCRETE' NOTE. NO F007ING R1EQVJftD EXCEPT %W.N ADDRESSIN
CONCRETE ANCHORS WITHIN 6- OF AT LOAD BEARING Wj6
kL_WITH G
EACH SIDE OF EACH POST 0 24' a" x 8* x 16' BLOCK WALL 2--W MIN.
0.41 MAX OR THROUGH ANGLE 0 2 #10 x 1/2' SMS E,.1WH SIDE DE(X OR BEFORE SLOPE �.2n CON(_- W/ jr
MK
10
Ox
xj
I V ,
W MESH OR
24" O.C. MAX
MAXIMUM DIFFERENVAC IN ILWL
AT
F AT
24 2
7
T
L
1
T 3 "r
W-W F* 0
C
RD7CRETE
FIBER 141
-3
ji.rHA V
COW
7ACM
L C SOL W
12' FIBER mEsA
I' x 2" EXTRUSION SOIL HEIGHT 1 IF4 BAR AT CORNERS AND TYPICAL
MIN. 3 1/2" SLAB 2500 PSI CONC,
S CONT.
4�-O* O_C_ FU CELLS AND 31/
"-10xlO W.W.M. OR FIBER MESHH 1 I/W MIN. IN C014CWTE
KNOCK OUT BLOCK TOP
COURSE WITH 3000 PS!
PEA ROCK CONCRETE
-12- MOM rem aim comeralK Dors
4 4- -W 'r ,,,-�
WaAw UK MON
4 4 *2 04 BARS MIN. 2 1/2' FLAT SLOPE /NO FOOTING NAMA7E SLOPE F007ING STEEP SLOPE FOOTM
VAPOR BARRIER OFF GGROUND - 0 - 2'/12" 2-/12- - V-10! > V-101
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE (DETAIL KNEE WALL F001ING FOR SCREENED ENCLOSURES SLAB DETAIU-S ADDRESSING EROSION OF
J08NME
J
ADDRESS
IV- A
-7
TT4,
/Z21
Ak
----------
Wks-
7n
�77.-
-Vill
91. P.L.
-ftw.- A p
'Tryp
DATE
DRAWN BY:: REVISION
DATE' REVISION DATE
x Homes CKED BY: REVISION DATE
LORIDA DIVISION S.F.MING AFMk
NORTH F S.F.GARAGE
S.F.COVERED PATIO SHMT Of REVISION DA'Tv-
S.f.COVMED ENM
COMIGHT Ole-
y 0 4 1995
4—A" lid
I IN and Zdhing
AL
1.72 APPR :)v mu
OF ATLANTIC B"c"
st�ILDING OFFICE
4AY 10 c,
IIA
.........=
az7=e
Ir
S#.JAP 0��T5
4-� lP&-r%r>- i5kAS
I),?- o f3
__4F7-C, Ac/Ko ..P"j MGSA
Ty P c tz, I- Foc)-rl 0 61 �::D Q_
- MAXIMUM HEIGHT Ot LW"TS FOR SCREEN AND GLASS ROOMS
TABLE 2: MAX ROOF BEAM SPANS FOR SCREEN GLASS ROOMS. UTILITY ROOMS. TABLE 3.
ALUM ROOF P EXTRUSIONS AND bUjY MATING BEAMS OF 6M T-6 ALUMINUM ALLOY
TABLE 1: MAXIMUM SPANS FOR STANDARD INUM ANELS OF
. 3M H-14 OR H-25 ALLOY SHEDS AND OTHER ENCLOSED STRUCTURES W/SOLID ROOFS 12
A17 ALUMINUM BEAMS OF 6063 T-6 ALLOY 61
WIND LOADS. GLSS ROW&-UTILITY ROOMS.-SHEDS. AND OTHER USING SCREEN PANEL WIDTH 'W-qSEE TYPICAL MASS ROOM DRAWING). SELECT 2
ENCLOSED BULD04GS FOR SPAN "C ON DRAWING USE'LOAD'W1DTH LIPRIGHT REOUIRED FROM THE M�& HEIGHT ALLAMED FOR EACH EXTRUSION Us at C>
O.H. CONDITION NO 0. H. V 0. H. 2' 0. H. 3' 0. H. EXAMPLE. - W/2 + O.H. blan: wo:
2*x 4"x 0.05W TILT BEAkk LOAD WIDTH - 14*/2 + 2*0.H. - 9' 'La-
1-1/4-x 0.026- LOAD V47H - 9% LL 0 221/SF BEAM-SPAN - 4!-t 4' WIDTH '%r F-W --Cc
100 MPH W. L� S*- 4' 5-- V- 8- --- BEAM SPAN SOR DESIGNATED LOADS W 42- 4kr W 60" 66* 12' 7r 2
110 MPH W. L 4--lo. 5- 3 W- 3- BEAM SIZE+ EXTRUSION
120 MPH W. L 4*- 6- 4'-Il' 6'- 0' BEAM LIVE LOADWIND LOAD *
1-1/Cx 0.032- LOAD WIDTH 22f/SF 32J/SF 100 MPH 110 MPH 120 MPH' rx 2*x 0.044* 7- e 7- 1" V- V Q!�
160 MPH W. L V- 3' V- 6- 7-- 2x 2'xO.04,C EXTRUSION 9- 2' fr- 6' vo
110 MPH W. L 5'- 8' V- Cr 5* V-10" 4*- 9* �C-10" 4!- 5' 2x rx 0.050"
12D MPH W. L 3* 5*- 8" V- --- 6- 5-7- 4- 4'-.4- 4!- 5* 4*- 0" 3*- r IV- 2' V- 5` 9--hor t- 2* 7*-Il' 7*- 6" 7- 2" V-11" :2
3E
1-3/4'x 0.026' 7* 4!-11- 4- 0" 4!- 1* X- 9* 3*- S- 2"x 2"x M093r' 098 3 ta
100 MPH W. L 5.- 6. --- o. 6' 3*- 2" 11" 10- 6- V-11- 9'- 6' 9- V W- W
V-10, W-10- 4!- r S- 9' Ir-10' 31- in
110 MPH W. L 5'- 0' 5'- 5' V- 5- --- a's ,
120 MPH W. L 4v_ 8* 5'- 1 V-10" 91 4!� 4- 7' 3- 3' 3*- 0" rx rx O.Ow - - ON 0 1 =I.-fo
IV 4*- 1- 3!-'4' 3*- 5" S- 11' 2'-10* 16- 8' V-11' g'-- 3 W- 9 W- 3 r-11' 7*- W r- 3" 'n-co Z60 cm Z
1-3/4x 0.032" mz
100 MPH W. L V- 5- V-11' X- 2' .X- 3" 2*-Il" 2*- T 2x 3*x O.OST FR rc
11- 110`- 6' V-11' 6' 9- 11- fr- 8'
110 MPH W. L 5'-ll 6-. 3' --- Zx :rx 0.050" EXTRUSION 12'-10' 11
120 MPH W. L 51- 5 5-10 V W- I' V_-or !F� 1- 4- 7' 4!- 3' Yx rx 0.070'
Yx 0.026- 6' V- 7- 4- V` 4- 7* 4*- 2" S-11' IS- S' 12*- 8' ll'--hb- ll'- 2� 10'- 6- 10-- 1- 9'- 0' 9- y
100 MPH W. L g.- 9. V-11, 1 6: Il'- 5*. 7' V- 2' 4'- 2' 4*- 3" X-11' 3- 7' qzW 04111
MPH W. L. 10' q.- 1. T:
V- 9 9 lV_ 8 N07M- GLASS ROOMS THE AOD1#jON Or Am Njjjmm FRAME MOM W1 MASS DOD mt
9.1 �. v 4!-10" 3'-Il' 4*- 0" 3*- 7' 4' 0 9 <
MPH W. L v- 3" 8'- 6" 3"+ 9* EXAMPLE 4- 6' X--� 9* 9' X- 5*- 3- 2" PANES THAT ARE DESIGWD TO 110-MPH low LOAD REotxREmEmTs To'THE Id x
Yx O.On, IV 4- 4" 3- 6' 3- 'r 3' _T- W ABOVE UPRIGHT SIZES NkREASES THE STRENGTH SO THAT ADDITIONAL F-000S 4031�co Jew
100 MPH W. L I 1'- 6' 11-- 8-. 12:- 3: 13*- ill 4l- I- S- .4' S- 5* S- 11" X-16" FRAMING IS NOT REQUIRk1b. c4 ri
110 MPH W. L IV- 6. 10'.- 8. 11- 3 12'- 1 2"x 2x 0 093 EXT OR.2"x 3*xo.OW* TILT BEAM OR 2% 3*xo,05or EXTRUSION
120 MPH W. L V-10 10- 0 1 W� 7' Ill- 6-
LIVE LOAD; ALL BUILDING TYPES 5' W- 0' V- 6' V- V` V- 0' V- 7'
O.H. CONDITION NO 0. K I' a H. 2' 0. K 3' 0. H. V 7*- 4" T-11' V- 1* 5'- 6" 5!- 1- ANCHOR ALLOWABLE LOADS AWIMAX. LOAD AREA FOR ANCHORS
I;--1/4'x 0.026" r 6%- 9- 5!-:6' 5'- 5!- 11-- 4!- S' MOORS INTO WOOD FOR OPEN >
0
L L r- 0" V- e V- 2' 5'- 3' 4- 9" 4!- 5"
L L 5!- 9- V- �1- ra'- 0" --- 9* V-111 4!-W-" -C-11' 4!- 6' + 4*- 1' ALLOWABLE WAD /MAX LOAD 4(REA(S.F.) 120 MR.H. WIND LOAD 400
EI-I P4r'x 0.03r 9. IV V- 4r All-'r All- ;r 4!- 3" -V-11' # OF ANCHORS 1 2 3 4 ma
20 #,/-W L L 6' ill 5*- 5" 4*- 4' 4!- S' All- 0' 3'-10r DIAMETER ANCHORx EMBEDMENT 0
e- r V_ 0_ z
30 L L V- gr" 7- 7_10 Yx 2"x a050" EXTRUSION 0
7- 5- V--11' 2' T- 7- V- 2' 1/4' x I' 264J/1
1;..3-rW'. 0.026' V 1/4, x 1 1/2, 396 3 S-E 5281/25 S.F. 7WJ/38 S.F. 1.056fP50 S.F�e
20 L L 4 r- 7 fr- 4' 6- V- 9' V- r 5'- 7* S`- 1' 4!- 9' #/19 S-F- 792#/38 S.F. I.IM#/57 SX� 1-*44#/75 S.F.
L L V- 0" V- 4" r-111 r r V- 1- V- r V- T 4!- 4- 1/4' x 2 I1r 6601/31 S-F- !p20j;%3 Sj�. 1~94 S.F. Z60#/126 S.F.
1-3 41) j
�PW x 8! 4*-:g* -e-10' 47- 5' - V- I' <<
26 L L. V- 7' V-10" 9*- 6 C 4!- Ir C- 7" r- 2- -V-10' 5/le x 1' 312#/15 S.F. 6241/30 S.F. Wq/45 S.f. 1.248#/59 S.F.
30 r/SF L L 7- 0' 7-*- 4' $,- I' SL _J:
S*x 0.026" 10, 5l- 3* All- 3' 4!- C S-11' 3l- 8' 5/16" x 1 1/2' 468J/22 S.F. 9361/45 S.F. 1.404#/67 S.F. IJPU/89 F.
6' W- 0" 4!--1" 4!- 2" 3- 6' 5/14! x 2 1/2* 118101/37 SXv 11,M1174-SY. 2-UW/111 S.F. AMOA48 SA'
20 L 13*
30 rIS F LL L 10': 93- llilyr:0< - 111k F 112 - 4 Yx 2'xO.070' EXTRUSION _j
al- e 61-101 V-111 4" V-10' 3/8' x 1' 35607 S.F. 7120/34 S.F. 1.001/34 S.F. 1.424J/68 S.F. 0
SIX MOW 5! 3/8'x 1 1/2- 534#/25 S.F. 11.00J/51 S.F. 1.602f/76 S.F. Z136#/%02 S.F.
AISF L L 15'- 11' - 15'- 2 15'- 7' 16'- 2" V_'31 61- 41 51- 91+ 51- �c 40
1 61 fr 1/8*'x 2 1/7' aWj/42 S.F. $1.7Wf/85 SF. Z6701/167 S.F. 3-%W/169 SLF.
r/9F L L Y- 3" IY- 51 W-11, is- $ r T_ I" V-'!r 5'-ICr S- 4' 4�-11'
1L TOTAL ROOF PANEL WIDTH - ROOM WIDTH PLUS WALL WIDTH PLUS 5!- 5* 5'- 6' V- 0" 4!- r
2, THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LL MEO=
6- 3' V-:I" V- 2' C- fr e- 4"
TABLE 1: MAXWUM SPANS FOR STANDARD ALUMINUM-ROOF PANELS OF 10, V-11' 4*-10' - 4!-11*- - 4!- S" 4*- 11' ANCHORS INTO CONCRETE FOR BURDINGS
3105 H-28 ALLOY ill V- Ir 4- 7* V- 4r 4!- 3' 3'-Il'
WIND LOADS. GLASS ROOMS. UTILITY ROWS; SHEDS.ANO OTHER 2"x Cx O.OWx TILT BEAM ALLOWABLE LOAD /MAX LOAD *RFA(S.F.�*120 M.PJL WIND LOAD-
ENCLOSED BUILDINOS OF_ANCHORS 1 4
O.H. CONDITION NO O.H. I' O.H. 2' O.H. S'O.H. 6, W_ !r a!--O* V-r 1" 2 3
ir-11, 7- 3r 7*- W V- 9' V- 3* OLAW70 AmCHORx EMBEDMENT
3"x 0.026' 100 MPH W.L. Ill-10" IZ- 12'- 6- I.V- r 114C x 1 1/2' 7571/36 S.F.
10._?J� 7* 81- 31 W_. 5!- 91 %.514,1/39 S.F. 2.271#/Joe &F. 3.026if/144 IF.
110 MPH WJL IV- 9' 10. 11 6- 12'- 4' a, 7*- V 5* V-10': V- 5*
120-MPH W.L. 10'- 1 14� 0 .11*_ 91 - 1.050J/50 1171#/151 S.F. 4.22S#/201 SF.
37x 0.032' 100 MPH W.L. 14*- 0" 14- 1 6 IS'- 2- -f- 31 3/8 x 1 1/2 S-F- 22.114#/53 iF.
110 MPH W.L' IZ- 9" 12*-Il* IS- 4' W- I V-111 !T- 7' V- 9' 5*- 2' 4!-10*
120 MPH W.L. IV-11". I:r- 1" 12*- 7' IS- 4' V�- 7' S-Al' V- 5' 4!-Il' 4!- r 1/2 -x 2 1/4" 1.4431/69 S.F. 24886JA,37 S.F.-4l=f/M &F. 567�2#/273 S-F.
LIVE LOAD; ALL summ TYPES 2"x ric 0.044x 0.12W S.M.S.
IOX CONDITION NO O.H. V O.H. 2* O.H. S O.H. 5! lZI-10' IV- 5' lor- S*
S'x 042ir + M J/SF LL IV- 1* 146*- 2" 16'- 7' 17*- 2' 6' ill- Ir 9*--C. 9*- r 9-10' Ir- 2'
30 I/SF LL -IS- I' IS- Y 'IS- r 14'-.5" 7' IW-10" C-16' Ill- 0" 8!- 2" 7- 7'
3*x 0.032" 20 #/SF LA- 18!- e IV- 5" IV- !r lg,- 3" v 10- 1, V- r al- 5, r- fr 'r- I'
30 J/SF LL W-11" 15!- 1- l5l- V IV- 1* 9* 9*� Ir 7*-:9" r--Il' 'r- 2" V- 8"
1. TOTAL ROOF PANEL WIDTH - ROOM WIDTH PLUS WALL W07H PLUS AM 10 9,- 1" r- 5" 7- 6' V-10' 6*- 4!` Copy of St
,MTCJ/r
2. THE SMALLEST VALUE Or THE WIND LOAD TABLE OR THE L.L. TABLE ill a,- 81 r- o*. r- :r v- 61 61- vl Certified >041W Wincering Pats
TAM 1: MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINIUM COMPOSIS ROOF z
PANELS W/3105-Hl4/H-25 ALUMINUM ALLOY SHEATHING &1. EPS COF tE 1. THE SMALLER SPAN FROM. THE LL OR THE'WIND LOAD TARE GOVERNS. 5
F
WIND LOADS State of Florida ItILIval County
a-ASS ROOMS. U71UTY ROOMS. SHEDS. AND OTHER ENCLOSED BUILDINGS.
3"x 0.026' 100 MPH W.L. Ill- 5- ll'- 7- 12*- 1- 1 11,
10._ 4 10'- 7' ll*-;- 1* 0",
110 MPH W.L.
- I I" I W-
120 MPH W.L.
100 MPH W.L. 12'- 5* - 13*- 0 13*- 9'
x 0.032' 12 l'bavid W'MillarNotAry rub"c(Con"I"4b,11#CC294252).undersigmd
120 MPH W.L IV- 8" Ill- 3" 1?'- 1"' And
ill- 8" ll*- 10" 12*- 4' 13- 1' OCAW "incering data Ily LxwranGcD,,rmc%.
11
110 MPH W.L. 1�_�. Ill- 5;* Ill- ll* 12'- 9- -authority, hcri+ycertify that thi5 i5 A truk,%nd correct copy of oigned
V_ 6.
4x 0.026* 100 MPH W.L. r.E. h+j cormniv5lon expirco
110 MPH W.L. IV- 7" 1V- 10". ll'- 4' 12*- 2" 'JOy 20,1997.
8' 7'
120 MPH W.L. 9' IV- 1* 10' 11'
4"x 0.032' 100 MPH W.L. 13'- 10' 14'- " 14'- 5' 15
110 MPH W.L. 12'- 7' 12'- 9-L is- 3" 4'-
120 MPH W.L. ll*- 10" 12'- 0' 12*- 5* 13*_ 31 WITNF-55 nV hAnd Old OffiCiAl 50AI,thio dAyof-1995.
LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES
3"xO.026" 22#/SF IS- 11' 13'- 2 IS- 8' 14*- 5'
321F/SF IV-10" I 1'- 0' It*- 6' 12'-
3'xO.032" 221/SF 14'- 2" 1,C- 4" I-C- 9' 15*- 5".
32j/SF I V- 9" W-11' 12'- 5- 13'- 2- Notary FuMic State of Florida
4"xO.026- 22#/SF 13'- 5" 13*- 6' 14*- 0' 14'- 8'
32#/SF IV- 1- 11*- 3- 11*- 9- 12'- 7"
4'xO.032" 22#/SF 15'-Il' 16*- 0- 16,_ 5- ir- 0"
32#/SF 13*- 2' 13*- 4' 13'- 9' 14*- 6f
I- TOTAL ROOF PANEL WIDTH. ROOM WIDTH + WALL WIDTH + OVERHANGi- OF
2- THE LESSER SPAN OF WIND LOAD OR+UVE LOAD SHALL GOVERN.
PPE.FPJ;94J%^'
r% '12
24, O-Q HLR:UCANE �XP
@ EACH TROSS
ALLRA EAVE
ORP
R.ig
r4SULATION P.T.
lx2
1/2*.r,YP
BOARD P.T. 2x6 WD
FASCIA
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