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CITY OF ATLANTIC BEACH
PLANNING&ZONING OFFICE
OCT 0 5 1995
0 BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26 A.B.M.
ADDRES 1601 LINKSIDE DRIV GRADE TYPE: A
comm"Ni - 1 60 1 L'NKSIDE DRIV SOD: 4717 sq.ft.
LOT: 100 UNIT2 1 1 PALLETS
:) OS
WG V
DWG.: 1 OOSL2- . DWG FENCE: N/A
09/1 /95 qrab�;Fjx
DATE: ly.09/11/95 FLATWK: 1073 sq.ft. -r
M NOFrfJ-J FLORIDA DIVISION
N�
DRAWN BY:M.D.O. 14 cu.yd.
SCALE: 1" = 20.00' FNDTN. TYPE: MONO
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COPYRIGHT NOTICE
Copyright 1923 - Northeast FlAorida Chapter
Aluminum Association of .1orqkda, Inc.
All Rights Reserved.
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copniGar SOT!M
Copyriqat 1393 - NOrthta3t Florida CUP=
Atuainum A53OCiation of ?Jorlda, IAC-
jal Ilquts leserved-
I U. F-414-A-
4ow
2x_BEAM SEE TABLE 4 z
-F Loos
�ML HEADER ATTACHED TO OVERHANG VARIES
w% pia:
Z--*'MAX up 4L
EDGE BEAM 1- 2' x 0-044** OR BETTER lW` R3 up
LoW. 2 110 x I I/r SMS IUX_ 0
z
3 I/r 9-68 ON upwa I-x 'W).*
WALL PURLINS ATTACHED TO GRADE OR RAISED
l'ja7xO.OW OPEN B�Ck F 2'x 0.044' OPEN BACK FOOTM K IV"- SLAB OR ON O.Olir ALLIMINUU COVER PAN OR CONTINUOUS
1M 2 910.-1 Itr SMS- L um
ATTACHED TO FRONT POST
VATH j", O x 2- SWS: W�X IN §C REW BOSSES TYPICAL GLASS Room vATH Sam ROOF TYPICAL FRONT VIEW FRAMING RIGID 1144SULATION
6' FROM TACH PURLIN ("MIT Of UPRIGHT IS MEASURED FROM wig
AND ZC O.Q 10�OF 1-.2-PLATE To BOTTOM OF WALL KAM)
H
#8 x SlAr CORROSION RESISTIVE
FR6"T AND SIDE 807TOM RAILS 0-c g -
Arl%w"10 CONCRETE VaH WASHER-HEADED SCREWS 0 2e
FRONT WALL PURLJN MASONRY QUICK&T O.Q ALTERNAIE 08 x 5/r SWS p_
/,InA Ix W/2 W/2 ON 2W
0 e FROM EACH POST AND 24' W/1/2-DIAMETER WASHEIL .13
iJAX AND WALLS A MIN. V'
FRdW 7"ICAL P Saig-I-
0' IEDGE OF CONCRETE O.H ANEL
ALUMINUM.PANEL COVER c 6,
d - xvs
4ir I.-Zb 0 ww
TYPICAL CORNER DETAIL 03,-,x
BOLTS ALUMINUM COVER OR
4 1/4x4" LAG NOTES:-
W/1 1/4- F!ENDER WASHERS 3' STRUCTURAL INSULATED 2'x-BEAM AND COWUNS 1. INSTALL RIGIO FOAM *d5JJAA7" INTO ALUMINUM ROQf PAN.
MAX COLMANS. SPACING 2. COVER INSULATION VAnh 0.019' PROTECTOR PANEL VATH OVERLAPPING SEAMS.-
PER 4' PANEL ACROSS THE ALMMINUM co I
FRONT AND 247 O.C. ALONG SEE TABLES La 3- INSULATION PANEL SHAQL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT 0_j
SIDES(W4U(-ON) HEADER ATTACHED TO POST AND TO DISCOURAGE THfE NESTING OF W-OLWE AND OR INSECTS.- W-i
- . 2 #10 x 1 11'2' t 1,)xQ2' 4- PROTECTOR PANEL ftk�K SECURED BY' #a x 5/8' CORROSION RESISTIVE WASHER cc< -
IN SCREW BOSSES -W VARIES HEADED SCREW& - 0 =)Br jr
5- SCREW PATTERN WILL W 12- ON ALL PERIMETERS AND 24 C. FIELD 04 EACH PANEL. GO in
0
::r)d. rxY. OR 3)a' TYPICAL GL;SS ROOM 6- ALUMINUM END CAP "k BE ATTACHED VATH 3 #Sxl/r CORROSION RESISTIVE WASHER
2" x 2' OR 2' x 3'HOLLOW HOLLOW SEE SPAN TABLES HEADED SCREWS. _j>-0
SEE SPAN TABLE HEADM 7. SEAL ALL SCREW HEADVS VATH CAULMQ 0 Z
Z>
CHAIR RA.L AND KICK.PLATE FOR SNAP EXTRUSIONS NO*E&-
CHAIR RAIL ATTACHED TO
2')crxO.0.44' HOLLOW RAIL POST W/MON. 2 #10 x 1 1/2' 1. ANCHOR I' x 2" OPEN BACK EXTRUSION VATH TAPOON 1/4'.x 2.1/4- LENGTH z
SMS IN SCREW BOSSES OR EQUAL MAX OF Z-O*OLQ uszo
Ill tu 0)
ANCHOR TO WALL VATH 1 1/2' J"O SMS VATH WASHERS 2'-0' O.0 SPACING FASTENED DETERMINED PAN OR COMPOSITE PANEI.S. cc w
POST ATTACHED TO BOTTOM I' x 2' x 0.044' OPEN BACK BASED ON CONSTRUCTION USE CORROSION REStSTIVE SCREWSL PANS
W/MIN. 3 #10 x 1 1/2- BOTTOM RAIL ANCHOR BEAM AND COLUMN KNEE BEAM VATH ANCHOR CLIPS 00 11.0 SCREWS OF HOST STRUCTURE ANCHORED W/fIOXljY 0 3,(PAN INTO o CC
IN SCREW BOSSES AND WASHERS a)()
2. UK SLAB THICKNESS FOR SLAB ON QUM IS 3 ljq- CONCRETE RECEIVING CHANNEL AM I flOxItr 0
36 SELJECT FRONT WALL 8EAM*FROW TABLE USING LARGER "A" VALUE OF HOST RIDGE CAP CONNECTION TO RECEIVING
Me x 2 1/4' MASON WA OR W,12 + O.N. STRUCTURE CHANNEL COMPOSITE PANELS OSE
ANCHOR 0 6* FROM EACH 4- -W IS CLEAR DISTANCE FROM HOST STRUCTURE TO-FRO14T WALL BEAM OR FASCIA 1/4-x t+ltr VM I/C WASHERS.SCREW
RY
POST AND 24* OC. MAX THROUGH RECEIVING CHANNEL FROM TOP
TYPICAL UPRIGHT DETA� comKcnON mom" CAULK ALL CONNECTIONS
(SEE DETAIL)
3 1/2- CONCRETE SLAB 636 EXTRUDED OR BREAKMETAL HEAM
ALUMINUM ATTACHMENT VLW.F. OR FIBER LIM CONCRETE OLO32' MIN.
CONWCTION TO HOST STRUCTURE
T 3� r
0 CO
RN
n
ANCHOR 14 x 2' xO.044' PLATE 2' x4 EXTRL"" PER TAM BEN 3 1/2' MIN.
TO CONCRETE VATH 1/4,- x 2 1/2' -HOST STRUCTURE OR FACUIA 4 SJ13-FACIA CONNECTION KOAMLIEN73 FOR VARIOUS
CONCRETE ANCHORS "IN C OF VARIES LOAD CONDITIOM z
la
EACH SIDE Of EACH POST 0 24:'
0.41 MAX OR MOM ANGLE 0 VISQUEIC VAPOR BARRIER UNDER SASS LOAD CONDITIONS
S V01IND)*-4aOCITy LOADS DEAD + LIVE LOADS
HAVING STRUCTURES ABOVE GLASS ROOMS
24' D.C. MAX
3 plo 0.1' SMS INM SCREW SLOTS Coo: HOST STRUCTURE 100 UP"i :110 MPH
�20 MPH 221/SF 321/SF 57#/SF
MIN. 3 1/2- SLAB 2500- - x WELL COMPACTED CLEAN FILL OVER SACRIFICED w "
I r 1. CONCRETE *1/4'xl-l/ a
PSI CONC te CONCRETE SCREWS 0 12' O.C.---"->2 0 1* O.C_ '0
W.W.L4L OR FIBER M.ESH 4224 NATURAL SM 9OX RELATIVE OEH9TY 9 40
6)c6-IOxIO I Ile MN. IN CONCRETE 2. WOOD FRAME 1/4-x2- LAG SCREWS 0 6- O.0------L >2 0 1" O.CL rf
CONC. FILLED BLOCK STEW WALL $)Zxl6 CMU
SCREM. VINYL. AND CARPORM
40
Z7 6"XI2' CONCL FOOTING VATH 1 15 CONT. HOST STRUCTURE 100 iio MPH 120.MPH 221/SF 321/SF 571/SF Y Q
LOCATE ON UNDISTURBED NATURAL SOIL 1. CONCRETE * 1/4-0-1f, CONCRETE SCREWS 0 12- O.CL------>2 0 1' D.C. 0,550
1 #5 VWT. AT CORNERS AND 0 10!-0* O.C. 2- WOW FRAME. LAG SCREWS * 12- ac--------- ll.ac. Z 0
VAPM BARRIER
RAISED PA'nO F60TING NOTItS: WOOD STRUCTURES a_%OtAJD CONNECT TO'-TRUSS BUTTS OR THE SLOB FACIA c;5 S�
AjW DETAIL FRAMING %"VM POftBLE ONLY ISX OF SCREWS CAN BE OUTSIDE THE 2
POST-TO BASE AND POST TO BE
TR
_%CIA AM THOSE AREAS SHALL HAVE =01 AN04M
M8UTTS/SUB
OPTIONAL CONCRETE-- ANCHOR ALUIANt.0M FRAME . '..- . - t .- __ .1. ... - - -
:r 2- OR 2- .Z' OR .2;7 BLOCK OR BRICK TO WALL OR SLAS 'MTN ALL SCREWS INTO 7W HOST-STRUCTURE SHALL HAVE MIN 1-1/4-WASHERS
1/4"x 2 1/2- TAeO0N OR OR SHALL BE WASHf& HEADED SCREWS..
ANCHOR I' x 2' xO.O44- PLATE 2- x 2!-:x 1/8' ANGLE EACH SIDE 1 14 BAR CONTINUOUS EQUAL r TAPCON STYLE OR
MOIL 140 FOO7Wft'REQUIRElD EXCEPT V&*)f ADDRESSING EROSION
CONCRETE-ANCHORS VATHIN r OF <
TO CONCRETE VATH 1/4' x 2 1/2* ATTACA(TO POST AND CONCRETE
WALL WITH x ar x 16' BLOCK WALL :e__O` MIN.
AT LoodP BEARING 61 w
EACH SIDE OF EACH POST 0 2r 2 110 it.I�r SLIS EACH SIDE DEM OR LOW 2500 PSI COW- W/
O.CL MAX-OR THROUGH ANGLE 0 BUCK SLOPE
GROUND LVI_ 6*-;-10xlO W.W. MESH OR
MAX1MUM DIFFERENTLAC IN 12* , F*JER MESH TYPICAL
24' D.C. MAX I x 2-,E)CTRUSION SOIL HEIGHT 1 f4 BAR AT WbIERS AND 1 #3 BAR 0out 1 #4 BAR
MIN. 3 IA- SLAB 23W PSI CONC. 4!-4r OJM FILL CEI I AND 3 11- 0
6v6-IOxIO W.VLW OR FIBER MESH L-;04. IN CONCRETE A:-.
KNOCK CUT BLOCK TOP ld
COURSE TATH 3000 PSI SHEET 0
'12' PEA ROCK CONCRETE Ism too bm ows
an mewic UK boom
2 04 BARS MIN. 2 1/2- FLAT SLOPE /NO MODERATE SLOPE FOOTING SI SLOPE FOOTING
VAPOO� BARRIER OFF`GGROUND 0 - 27/12- 27/12' - 1*-10* > I*-10'
ALTERNATE POST 10 BEAM AND PLATE TO (pONCRETE DETAIL . KNEE WALL FOOTING FOR SCI�EENED ENCLOSURES SLM IbETAILS ADDRESSING EROSION
Z,
h*A46i ir
SCREENED ENCLOSURES SCREENED ENCLOSURES
T+ 3/4*LONG
7HICIC L 7HIROUGH GUTTER
TABLE 7-MAX UPRIGHT LENGTH FOR SCREEN WALL MEMBEW ANGLE(F NEEDED '01,10
FASCIA W/(2)3 1
ALUMINUM ALLOY 6063 T-6 (3)#8 x I1r SALS- =2'ent)SEE
USING SCREEN PANEL WIDTH"W",SELECT UPRIGHT LENGTO To BE ATTAcNw 7M.4�/
EXAMPLE-SCREEN PANEL V%nDTH-W=W; MAXIMUM-W FORk 1-3/8-LAC AT 24
2�j,Cx 0.044"x 0.12-SMB= lr-9- LOCATE CLOSER cuPS WERE
LENGTH"H' Tis:!f�nfa,�ASJLS.
C. 2' S.M.B. VRUSS TAL
WIDTH"ff T-0" 4%0" 5EMg r-o. 8-V V-4" - i
ONE PIECE EXTRUSIONS FOR UPRIGHTS HAIR RAILS oc"t---- .
:r x 2'X U-Cup W/ supot GUTTER 2 It BARGE
2"x 2"x0.0""x0-lr T-7" 6-V 51-9* 51-T 4-11' W-7- (2) #8 SIDE
ry:2"x 0.09r OR g-j" jr-l" r-5". &AW 6'-S* 6W 3/4-FASCIA
2"):3"x 0.050"EXT !W/lrLx I" x SUPER 90m
SELF MATING BEAMS TE 2 txS/BEV SET
AM /" PAN
r):2"x 0.0939co IT-Cr I 1,T l(r4r '9—'r fr-W T-1 I" _F40r SLM GUTTER BEAMSS
Ir-r- is-11-0 IT,
Ir-w
'10;=�:120"
,4"x0.044"x0.120 SMB CONNEC11ON TO SUPER GUTTER
26-7 2(r-IOr 19-1(r IT-6- 16!--e W-5- IW-9' 4" OR 5" SUPER GUTTER
2"),S"x0.050"x0-120'L�lr-6' 24-r =-I' 2a-2- le!-r ir-5-
ATTACH:.
-3PER GUTTER
2"),rx0-0W-x0-120'!--->31-4- 2r-l' 2V-T 2Z-1- 2OP-W Ig-T +
or 3/4
IN"L OLIG
36 32 3a4r 2r-O" 25'-1 1" ANGLE(;NtEEDEO
r),13"xO.070"4.22,C-----�,4Z-Y -W C ANGLE CLIP FASCIA,W1(2)%�=To
2' (MIN r SITE)
nc9-4.07Vx022,C----A 46-11- 39!-ICr 35'-7- 3Z-W W-1 1- 20-2- 2W4r EA.CH SWET UPRIGHT AND SEE LOCATION OETAL
r)t9"4.070"x0.310---->5I--(r 4,V-2- 39-W 360 3T-4" 31'-T r I,r W/(4)fB SALS.EACH SUPER GUTTER TO K�ATTACHED
LEG EACH WE r sme FlIRST 1-31W LA%'AT 24'O.C.
SNAP EXTRUSIONS OPTION TO ABOVE ANGLE
V--r r-5' 6!4r 6!-1- 6-7* 9-T !§!-1 I* A(4)�11" —
WAL ADD 1 x 2*ANGLE Tib pp&C
EAT GUTTER PLUMB
2")13-4.045- 11--s- g-l(r 8.-I(r 8!-(r r-5" 6*-Il* 6&7" 0
12*-3" 11-4- ly-w. 2"SELF TAPPING
IT-5" IVA" TRUSS TAIL
2"x4"x0.045" AT 24!�C.BALANCE OF
2")(6"x0.0W 2(y-w 2,r4r 2z-l" 2(y-2* w4r ir-s- 1, x:r TO S.G.CONNECT"
LOCATE CLOSER CUPS IIIHERE ATTACH EA.04 ANgt&-%&a
rj(rx0.07r 37-1* 294r 26-V 23NV 21-4r 2Cr-T IW- UP W/(3) 05 ilrz-,S.M.S.
ABOVE HEIGHTS DO NOT INCLUDE LENGTH OF KNEE BRACE. w=M,=s&LS- qs)pot a
ADD VERTICAL LENGTH OF KNEE BRACE TO ABOVE HEIGHTSIFOR LOCAW CLO"CUPS VWK S"SUM aim x SAIRGE
TOTAL UPRIGHT HEIGHT. 31,C FASCIA
ALTERNATIVE SUPER GUTTER TO FASCIA
LAwRENcF-E.BENNEW,P-F-
LAwRENm E.BwNETT fs- am sion4m a DrisLorwarr coNstxxAHT
CrM ENGDMR&MM."
EN "E.BEN �1'
Cr
j
P.O.BOX 4360 SOUTH DAYTONk FL 32121
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P.Q SCIC 4305 SOUTH DAYTOPV�FL 321 SRI rmomE 1 PO4)767-M4
45M
707
n=W I P"W4n4 fax#I pq
FAX#1(904)7074M
0 CopyRwM"M SM FFIOM Ll 680M IRL
tMCI�ff WHOLE OR 14 MT WITIHOUr WIVTTEN PEFIMSSICIN FROM LAWFOXE F-BEW�JE�fffPE ;M=; "TWITHOWW"aM
NOT TO BE RBV40UCED sai"MMOLE OR 01 ffiff WITHOUT WNTMN pgvmSsM FROM LAWRENCIE F
TABM.3: &LVamW HEICHT OF UPRIGM FCR 3CIWEm AND GLASS ROOMS
AND MY MATING BEAUS W WO T-6 AUAWPJM ALLOY
REEN&VINYL ROOMS AND
pANECS OF MAX.ROOF BEAM SPANS FOR SC
boU DRAWING'X Sam
TAME 1: MAMMIM SPANS FOR STANDARD AUjmNW ROOF GLASS ROOMS USING SCRSDI PANEL VADIH'W(SCE TYPICAL CLACSS st
310SH-140RH-25AU-Oy SHEDS. AND OTHER UPWIT RMIRED MW IK--im HEIGHT ALLOWWFOR EACH DMIS04
YAW Lmm- a ROOLr--Uww ROOLM D RoOFS'6063 T-6 ALLOY
ENCLOSED BUILDINGS W/sou AD V6qDTH VADTN 'Ar. 'rC 78'
Oit ommom No 0.H. V 0- IL r 0. H. E;pJWPM-FOR 2-X 3-x OA50%BEAM SPAN BEIWEEN UPRIGHTS USE LO 1 36- .4Z 4ir SC
I-1/4"K 042r To ENTER TABLE LOAD WIDTH.LW.1472+Z O.H.=V EXTRUSION e 18
loo W41 w.L� ffE 13
110 MF*I W.t- 5- 3 r C_6- fr 7-M. C- !r
ENTER lAlBLE ON LEFT a v&REAu SPAN UNDER APPROPRI LOAD; rx rx 0.044'
120 W41 W.L 4- LOADj LL o is#/SF SFAN=W-T it
It THUS FOR loo MPH WIND rx rx O.Ow
1-1/47k 0AMr or-ld,
8.
166 Mom Vt L, ol§AM SIZE _jW_AM SPAN Fop_4jAjj-o-U_S__L_&Ap CONDITIONS bob
110 MF%W,L 5-;- -ell 0 MpHV22#/SF-j 32#/SF 120 MPH 2 x rx*W�r 0- 1
120 MI)H W, L 5- Mp"ne#rF � Ir-lor Ir-Ir if- V le-
L4:QAD WIDTH 3-X rX 06OW
w
11-3/4"s OMC w?
loo Mm x C 5*-7_!Poc 2-xoA""EXTRUSION 8!- 9' 3r 7*-Il' 7- Ir
2'ii( T-1. 101- or v-11-
w
Cl Alp
FT�l/4
110 MF
4
1 W
1 0 IS
It MI
110 Am W.L 5*7
M'UIH VL Le 4- IV-IV, 4*--r TZ S*x OAW 9- ir
4--r 4'--r If-lir If- 1, IV-
sr- -
1-3/4'x OA3Z* jr IV--r 4!--T T__r 3rx rx 0.07Or
-7 3*-V T--T a
100 MM Vt.L . 6.7!r C- T T-111 I_v_ ar I:r- ar ir-16, If- r Io'-.t-la'- I' ama.<GFZ
kam vit L. !�._ll 1 6- 3' y_. wZw-<50m
5�* T-4r T_r cl*wo to wll-
5- 110.
120 wil Vt. L V-2* -S' T-11, GtASS
T-111 X-r 3' R4jOUS-IHE ADDITION Of AN AUJMa*jM fRAME *04DOWS W1 A i�
t REQUIREMENTS TO*THE
3'x 0.02c 1071;S: GLASS
100 MPH VIL L Io!- 0: 5 pANES THAT ARE DESIGNED 70 110'UPH W" LOAD Nib-#Amt.He
2-ig 2'XO.06.0-EXTRUSION
410 MIH Vt L� '9P V__9� st�__sl W-I(r 51-r 4*-10* ABOVE UPROiT SIZES INCREASES THE S7RtHGTH 'So '"AT ADD'MAL
120 MPH VIL.L 51-1cr 51--C 51-11 4'-C FRAUNG IS HOT REOLIRED.
S*X 0.03r W-51 4'-11* 4---W 4-1
11 s '11- , 1 4*-r
100 MF)H it L ....... .. ........... 12
5*�-l* 4-S' T-4r
110 1 -H W. L -'6- .3- 4 4'-4' 4*-2 . T-r co
T-10" 10 * r AND MAX.LOAD AREAkYOR AH(>fORS Go_j
W3 10' 7 . 6
120 MPH VL t, lo.: 0, lo'- T-11 T-V ANCHOR ALLOwABLE LOADS tu
LIVE LOAD; ALL DUUMG TYPES 11 4-2" 3-4r T__T T__T ANCHORS INTO WOOD FOR OPEN BUILDINGS
O.H. c*NOTION 140 0. H. 1' 0. H. 2* 0. K S 0. H_ cc<
..2 3"XO. XTRUSION 5.__r ALLOWABLE LOAD MAX LOAD AREA(S.F.) 0 12�b MP.H. WIND LOAD =)Bc cc
I!-1/4'x 0.026" -9- W-11' 6-r 4 Go Lu
1'',, 7%--W 2
20 SFLL 7*- 0: 71 050 -6-2' 51-4" OF ANCHORS I
30 SF L L 9 V- 4- 7- 0' --- 51-v 5--(r ZgALIElER ANCHOft EwBEDUENT 0-j>-
-3>-0
1-1�4!'x 0.03r lar"m 5!_51 4--W 0 Z
51-21 V-S' -S.F 1.05W/50 S.F-
. 3, 8-- 6- F__r 2641/13 ss� 5281/25 - 7921/38 SJr-
L L 10 ver 51-r 1/47 x 1 1/2' M1/19 f/75 SS_ tu>
300 fig L L 7*- 0' 7- C-11' 4*--T 1/4' x V Sr. 792f/38 S_F_ ll.JWI/57 SF_ 1-'44 z
12-ny'r.0.0Z 4'-Il* 4--r 4*--W SY. 1.320#/63:S-F. 11.9BO#A4 S_F_ 2.Wi/126 S.F�
7- I/C 3c 2 1/2' 6601/31 2 1%
112'
20 p
)g L L
30 L L 0* -P 2-XO090-W/I-X2-XD.04,rEXTFVtJSION W/45 S.F. 1,2431/59 S.F. wZo
2 5� r-2* 9*-7' lr--4r 5/le x 1* 3121/15 &F. 624f/30 S-F. 9 1.8MI/89 S.F.. Lu Lu QD
131,rx&03r 4681/22 S.F. SMI/45 S_F_ 111.4041/67 S_F_
20 pSF L L Ir- 7' 6 5/16- x 1 1/2- 1%w
0. 7-- 4- 1 r-4' 6--4' 81-5, r-7' )1/37 Sf� 1_15601174-SX- 4_Wj/jII Sf. 3.1201/148 SLF.
30 j FSF L L 7*- V--T w__T r___T 511C x 2 11r 7W o cc
31x 0.026' 51--W r-r 61-11 31e x 1'. 712f/34 Sf- 4.00J/34_SF_ 1-424f/68 Sf- 0)(.)
L 0�7' 3�61/17 S.F.
" 4 te- 4 51--W . r__r V_r
20 L '§ V_r 3A., 2.1361/102 ST
__ I -_ 9: 1�:0- w4j/2s S.F. ow/sl F. h.6621/76&F-
30 L L I lir 5!--r r__T a9q/42 4.670f/167 Sf.3.5601/169 S.F.
S*x 0.032'-Z ' . �. _- -3 6- 1' Sle-x 2 1/2- SY. 1.7801M S.F.
�_ I- . 15- - 7- 16- -x"AWEXTRUSION
L 15' -XO.OWTILT BEAm W/I
ro 0 L L. 1Y- 3' ly- 2-rx 3 9-1cr W-111 w---r r_c
FADTH PLUS WALL WIDTH PLUS OVERHAW- T 90-2* W---r 81-ir W-111
1. TorAL ROOF PANEL VADTH - ROOM I TABLE OR THE LL TABLE Govmm 9 'Itf r-icr r--w lr--r ANCHORS.INTO CONCRETE FOR OPEN BuKD*IGS
:2� THE SMALLEST VALUE OF TNE'V"L.OAD OF 4(y 8 V-2'
TABU: 1: MAAM SPANS FOR STANDARD AUJMINt.)M*ROOF PANELS '11* r-lo, AREA(&F.�0 Ift ".H. WW LOAD-
3105 H-28 ALLOY 7--W 61-IT 6*-6' 5*-7' ALLOWABLE LOAD MAX LOAD 2 - 3 4
WND LOAM MASS ROOLM UTKM RC 42' f OF'ANCHORS
AND-ODIER r__T 6*-6' 6*-3" 5-5' OLMAM At#CHoft EmBEDWENT
64CLOSED BUILDINGS -13' llr 75?1/36 S.F. 1�5141/39 S.F. :12711/108 S.F. 3.0"1/t44&F,
4-2* -1/4"x I
NO Oj7m�:7H � OIL-, 31 O.H.
00 sApH w.L If-lo" 0,
110 -6 1-3- x I llr 1.05W/50 S.F. 2.1141/W i:y- S-f-4-2281/201
L026' .1 !12 e
UPH WA. 10'- Sr lv__vr 1._ !r
120�MPH W-L 10'- 1' 1 . - ' 2' 1.4431/69 S.F. 2.8861/137 '4-V91/206 ST 56772J/275
loo upK wl- 14*- 0" 14 I_
14'- 6 115-. 1/2--x 2 1/4
SIX(LO3:r ljo MpH VLL- Ir 4
vii- 7' l.V- 4"
120 UPH 0
LIVE LOAD; ALL SUIUNNG TYPES i* O.N. 2* O.H. 3*
I CotAXTION 140
Oi-L 16,- 2, 16*- tr- 2' w
3;*x OLO26- M J/SF LL
30 jf/SF LL 13*- 3- 13*- 8'
rx 0.0327 20 I/SF,LL 18!- 5, 16- 9, 19,- 3' cc 40 40
..30 I/SF LC 14!-1 1' 1V- 6- 16*- 1*
.A 9,�-
U WIDT14 PLUS WALL Wtolm PLUS OVERHANG- z W:5 wq
1. TOTAL ROOF PANEL WOTH ROC TABLE OR THE LL TABLE GOVERNS- 43 x- 0
2. THE SMALLEST VAUIE OF THE VANO LOAD �OSITE ROOF z C>
TA13LE t MA)afN SPANS FOR DO)SM STANDARD ALLIM"M COMF E uJ
t05-1414/H-25 AUJMINW ALLOY SHEATHING&I.Of EPS Coo.L
PANELS W/3 5.6
WNI) LOADS C3 a 0:a. u.
GLASS ROOMS. UTHM ROWS. SHEDS. AND OTHER ENCLOSED BUtLO*M
11,_ 5` ll*- 7- 12*- 1- 12'- 11"
3"'X 0.026' ioo MPH W.L. 12'- 0'
110 MpH W.L 10*- 4- 10-- 7- ll'� I-
9*- Il*
W-L 9,- fr
120 WH
loo MPH W.L. 12*- 4- 12*- 5' , 137- 0 13*- 9
�rx 0.0,32
111- 31 If- 5" 11- Ir ve- 9'
ilo LON W-L I*-
120 mm W-L lor- 6* .10*- 8' 1 3 12*- 1-
4-x 0.026' 100 UPH W-L II*_ Il*- 10' 12*- 4%
110 MPH W-L 10*. 11 4 12*- 2' Ai
I-
120 um W.L. Ir
icr 14'- 0' Ir- 5" 1
100 $ -5-
-Cx-0.032' 4PH W-L 13' 7' 12*- 9- 13'- 5' 14'- ol
110 LPN W.L. 12'- 10' 12'- Cr IZ- S;' I-T- S' .
120 MPH WL ll*- 0 TYPES
OAD) ALL BLMIXN
U.A�LOAD(*XLuOCS 2 #/SF DEAD 1 13*- 2' IS- fr 14*- 67'
3--0-W 22,f/SF IS- I-
ll*- 0' ti*- 6" 'IZ-.S'
321/SF
14�_ I- - 1,C- 4'
3-xoo=- 221/SF
-11' 12'- V* IS- 2'
321/SF II'_ 9 If
is- ;�c
221/sF S- IS- 6, 14!- 0', I-C-
I- If- 9- 12*- 7'
321/SF
4!'xo.032- 221,/SF. 0' 16'- 5r 17'- (r
2- IS- 4' IS- 9' W�
.,321/SF
L WIDTH + OVERHAW-
ioTAL ROOF.PANEL'VVIOTH ROOM, WIDTH + WALJ
2. mc Lkssa�SPAN OF VAND,LOAD OR.UVE LOAD SHALL GOVERN.
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