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S�=RZEVN. VON-!% OR a.ASS WALL JCfST '-lANOL; --AC;�. :..0
Sz.- DE T - AN0-�- ALI-(-'wA,3t-- L-'ACS
A;LS SE�-.TON 2 OR 5
ANO WA.X. '-CAD ARIEA .:OR At<>4CRS
AMC-<)RS INTO vs0O0 r--P. St.;IL
moaw; a- co. . r=ls Z _-x m,-S
AXIEL
MOST S-,RjCluI:K- It 3- x 0.090' I-0A0 W
AA. :-OAJO AA<_.A, S.7) 0 I:C W.P.M. %4NO '-CAZ
A S/A, P.-
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S.W.S. 0 5- WIN.
5/8- --*C<)O !.C564/50 S.F.
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Ca
96 1.58Aj/775 S-F.
RIP LAR S.- 2.5-0 f/I 26 IF <
v 2 /V 1.52f,
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S' OR 2' 8- _AG 51,4130 (5 = !
W/ 5/3' WAS;-iiE;? 0 2 A' 0.C. 9-564/1,5 IF, 1-2484/19 S.7. -0
:6, a.--- I 46a4l-�! Ir -2 J/a9
- - A04J/6 7 S.'-. 1.57 1
2 1/'r 7300/37 17 I.U04/74. 1: 2.3Aoj/, S 3�120j/14a Ir
w zo� z
3/3' 35641"!7 7*20/34 lF. i.,Wj/34 S.F. I.A-24-ilsa S.-
COMPO$7 PANE'L. WALL TO WOOD DECK -* I.
H ma4l.51 s� . i02j/76 I.
-100 2.1-�6#/i 02 1
Z/3 izz
2.57Cj/-..5-, S.F. S.r,60j/169 Sr
a
ANC-CIRS INTO c-,-A4c,*-c--- VOR Opc-N SLA-,414cs
A
I^ <
ALLOVASLV I-OAO / kAAX- �OAO ARC-A (S.71) 0 �::C VANO LOAD
ALLIMINU161 Pr;S7 SE--- iASL-:
a-WAX I Or ANCHORS I
2 3 4
:)fAJ.IE7,LR AMCNCFbc DdSObde47 �,mo <4:Ll
"k, YAO TH 1,VAR!E!Sj -j - i
3/4- PIL-. x= occx 1/4' r 1 1./1' 7571/36 IF. S.F. 1271J/108 S.F. 3.3284/14.4 &,-- �� �,
0 7 � I I - - �-,4t�;= -- i
1 1/2- CONCRETE s am- I:ZT- SOL, SZE I ABL: 3/3- x 1 1/7' 1
_Aa N
S.F, 2.!1-4,1/tJ S.F- 3.171J/151 5-2. 4-)2a4/_7Qj IF.
U-c-, P
L
ALTLRNf PT LAC SC" SE-- -iAz-1-C 2 1/A' !.-4/59 IV. 2.SW#/l37 1.7� 4_32Sf/206 ImF. 5.77up-73 sr.
POST 70 BEAjA FOR OPVq quUONG
NOT=- t. AL-I LMCER SLPPORT 2- x S- CIR 2' 8- Ii-ROUGH BOLTS z
WALL VRAMtNC 16- O.C- z-: x
(7-CEPTICM 24;' O.C. FOR 1 0 15' 0.c z Lu
I ALL�',VASLZ LQA0 / WA.X- LOA0 AR-CA (IV.) 0 1,--)fJ W.P.4. WINO LOAD z
'WOW ST2RACE ROOM) NC e4rMTL�R S- RECUA x I OF ANCHORS 1
Rf4CL RED C14L*f In X.0
Z *fez *as CAN BRE 9OIL-1cm IF DEPrr4 OF DECK C—XCEMS T(r 011A�4--ZR ANCHORx (L.-:4G`I4 - PCST THIC2.04ESS - 1/n-
ul M(L
-0 S.AB OR CCNTWIUCtJS POSII�' TO WCCO DEC:<
FOOTL-t OR MAVE =LATC HURMC-AME AMC4CR �AGN -CrS-,
CONCRE`I-e. 700TER EACH PVt TO CLl4rc7 S-,Rr4GLR IF. A.7-2#/21-5 S.F. 7.36:84/ZSS S.F. <0
SE--- CIETAI[L
IYPICAL WOOO DECK
LAC SCREWS cc <
iacl, *cw SCREWS W/ ALUMINUM =VC-:t fS=- Ca4NECljCN To
314- oEo< TABt--: tABL: 1: MAX. ROOF AREA FOR ALUMMIi PCS7 VOR A SMSE PORC-i
51V WA.94E�ZS 3 Pc-R PAMEL STRUCTURE) 43 a z
FOR ALLOWASI-E ROOF AREA USE *AP-CA" S X ('*/:! +
'AR-c-A' 56 V'
-S'- r . w -HVS;
Pl-'S7 -i'Pc- MAX Rb& 0
AP-CA FOR VARIOUS -.'PC- ?C�ST IN gr
I- x Z' aqAMNET- 3t
PCS7 PCS-' MAX I WALKON UP 1-0 55 I/Sll- ;:?Q WP%4 "40 L
HLOW--111E AN04CRS ANO AL-,E,-.A—,,.
3-X-XxO.06%' FORMED-
Z,xe Pop PtA—,r- SIJADS -ICP ANO 3017CM &7W
P.T. mw_ LAC SCREWS 167
SE:
2 INTERNAL 4*s OR
Z--,- . 5 C R x r
RECEN114c 04-ANNEL
S--LCS !90
2 1/4' �XAMETIER
SM—i ZA04 AMQ.-- SCREEN WALL 70 WOOD DECK T G' I A. 277
Iroxi 1/7- sw-s
APPROV0 SCING EAC4 AIM---" SA5
AS RECULRIM
9CL-s OR 9 26.190 Ass
-i-9OLrs iNTO a ALLAdMW BEAM FRAJANC A m
.: ALLOY SC6.3 7-j
sLAa * 24" ax�,,,C/ 14 1-0 CORNER OF WOW FRAMED UTILITY S140- OE7AA. ALIERMATE POST. -10 WC400 DECX OR BEAM AIL OY 3105 H 1 a
/2, WASHC:ZS P.T. 2,XA- - , -,, - 9�
ALuu&4jm ROOF
OR
j' j- ALUM. POST OR
2 05 3ARS EACH WAY
P,I.P. PCs-, IN
�:ALV. POST AMC-OCR ANO
5,26, - laxia W%lF A 0 mAxbA_jw uPjFT 1 4 \ --i r �r z
1 r 2-1/4' rAPCON
5-484 2- ----
1/4,rz- LAC actr T/A'x2' LAC SOL", 9 S-As
CST,
2 PER POST 2 1 161 MIN.
f
C
T,x2- TOP APO so-ircm 1/4- nopu qMr (1) E of
PLArE. SCREW r O.C. ONCPE7t- PAD DETAIL POST TO SLA13 DETAIL
E
RESS
flo'cl SCREWS 3/
PCST 64N. TCP AMO go-, 1/4- MASONRY ANCHOR
NOTE. 140 VOCTING REOURED �XCOJT VqE)4 AooRcSS;NG EF�CS;CN
2/ POST INTO CONCRE'TE :z
SCRUN, RIC-Cm 2 0 PCS7 -a' wc
2'-C' 0.(:. DFLAWNG IS FOR i PERM IT ONI-Y SEFORI-c SLOPC Mlm- 25M -S CCNC. W/
A14C
6xd-IOxI0 W.W. WET,4 OR
"ZON SOL 7118JER MESH -7121CAL
----7
/,L- MASONRY AMCHCR IS 16'xId X-C CONr- PAD I gm BAR C014 7. 1 04 3AR
2/ POST INTO CONCRE—,F 80 !.SS 2:5W PS CCHCRETE A
SCR=-N ROOM 2 0 PCS7 0 RZ:*-4CM Sot
ANO :2'-C' O.r (E) 1/4- --IPANSC04 actr S;4C-T
2 -!'AO4 PFR BASE NOTE 11BER WE!)f Md�� OM
NOT QEaXK iW 6CS-f
A ��7 SLOPS / .140 --.:)OiNC OJOGERA—.t. V00',jNc S—.,-U2 SLOPC
---N R(Dom ALUMINUM C0NV'9-,N710NAL CONSMIJICT10N iSoLAT-E-D F-l"OTER 1-:4-op-
LUMINUM SCR E _ OOTv-C
f !mn;:o wnnn cpauc, ono,-,. 0
TABL_c' I: UA.)aUUU SPAMS FOR STANDARD ALUOAV,&M ROOF PA14ELS OF TABLE Z MAX ROOF BEAM SPANS FOR
3105 H-14 OR M-25 ALLOY SCREEN CLASS ROOMS. UTILITY ROOMS. TABLE a- MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND CLASS ROOMS
wNO LOADS: CARPORTS. SCREEN ROOM'S AND OTHER OPEN SUILD04CS SHEDS AND OTHM INCLOSED STIRUCTURES W/ SOLID ROOFS EXTRUSTIONS; AND SELF MATING BEAUS OF 6W T-6 ALL%ANUu ALLOY
0.H. COtO 71ON NO 0. K I' D. H. 2' 0. K X 0. M. ALUMMU BEAUS OF 6063 T-6 ALLOY
100 MPH W. L. 7- 7- USING SOREN PANEL WDTH -W (SEE TYPICAL CLASS ROOM DRAWING). SELECT
- --- EXA""-E FOR SPAN V On ORA%1NC USE LOAO'111107" - _W/2 + O.H. L0PRICHT REOUIRED FROM THE MAX HEIGHT ALLOViED FOR EACH EXTRUSION mo
110 MPH W. L 6*_ 6. % � 2*x 4'x 0-050' 1ILT SEA": LOAD WOTH - 1472 + ZO,H. LOS �L�cr
120 MPH W. L. 6'- 7-- 1- --- LOAD VAIN - 9% LA_ 0 22,1/SF BEAM-SPAN _ 4�- 4- 121 8 IQ.
I-1/4-x.-0.0.32- BEAM SIZE BEAM SPAN FOR DEscmATED LOADS VADTH "W*
100 MPH L --- "A.
1:z z
110 MPH BEAM 36- 42 54' 60' 72- 78,
W. L, LIVE 11.0ADW&O LOAD
120 MPH W. L 6,_10- EXTRUSSION
r-11 LOAD MTN 22#/SF 32,f/SF 100 MPH 110 UPH 120 MPH 2_x 2. 0.04.4'
2'x 2'xO.044' EXIRUSION 01
100 MPH W. L. 7- 5, 7'- r 5' 4- 9' 4*-I(r 4!- 5' 4!- 1' 9*- 2' Ir- 6' 7*-Il' 7- 9- r- I' 6'_ 9- -0 Z
110 MPH W. L 6,_ 8" 6,_11 9 --- 2-x 2x 0.05T ov (7,- <
7
4- 4*-�- 5' 4'- 0- J,- 9, -it C,
120 MPH W. L. 6,_ 1- 6-- 4� 71- 3' --- 7' 4*-It' 4' to*- 2� 9- 5' W-10' 8- 2' 7*- 6' 'r- Z' C-11' (n -C
1-3/4"'r-O-032- _ o_ 4,- 1" 3,- 9, 3*- 5, 2-x :rx 0.093' Z6,z
100 MPH 4*- 9- S-10- Ln "r Z_
110 MPH W_ L r S- 6- -T- 2" IT-10- W-11- It*- I' to- 6' 9'-il- q'- 6- 9'- 1' fr- a' zo
W. L 8- t. 8- 9' --- 9, 4,- _v_-6' 3- 7' S- 3' J'_ a' -K 5Z
120 MPH W. L. 7- 7- 5 Yx 2x 0.050' 0 Q
ir- Z, 4*- 1- 3- 4' _T- 5- _T- 1' 2--10' 9*- 3- Ir- 9- 8*- 3- r-11' 7- 6' 7*- 3-
3,7.-0.026- 04M 1 0
3'-Il- X- 2' 3*- 3- 2*-it' 0<0 K
100 MPH W. 14- 1 - - 14.- Q_ 2-x Xx 0.050' co Z�Qe cm Zw
14 2-x 2x 0.050' EXTRUSION z a-
110 MPH W. L 11 - � J, �
10. 5 <W0 5 -_ <
120 MPH W. L - -3-�: 0- 5'- 1 4*- 7- 4'- S' S`x rx 0.070' " 0
I.S 5' rr" 12'-10' it'- I' to- 6' V-11 9- 6 9- 1 W- 9
I I it - 5, 12'- 5!- 7' 4'- 6' co<-�
J-x-0.032' *- 7' 4'- 2- X-11, IX- r 12*- 8' Il'-Io' it'- 2' to'- 6- 1 V- 1' 9'- 8' g'- 3' z (4 -Kw
5r- 2' 4*- 2- 4'- 3' X-11, X- 7' (n zci < uz
100 MPH W. L 2-�Zj
16'- 7'
3-10 -0 .4 15,_ I' 4'-14r <
W. L 1 4*- 0' V- 7' X- 4' 1407M CLASS ROOMS THE ADDITION OF AN N.UWMM FRAME WINDOWS W/ CLASS z
110 MPH 114-
ALL BUILDING TYPES to' 4*- 4' 3,- r 3,- 7' 3*- 3- 3*_ 0- 0
LIVE LOAD: ZZ)ZA < ��V$
120 MPH W_ L 12'- 9 12*-10 13,_ 1 4' 9' EXAMPLE 4�- C -V- W 3'- 2- PANES THAT ARE DESIGNED TO 110 MPH WO LOAD REQUIREMENTS TO THE
O.K CONDITION NO 0. K I' D. N. Z, 0. K 3' 0. M. - ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL C3
1-1/4'x-O.M' it' 4 1- 3*- 4' FRAMING IS NOT REOU[RED.
20 I/SF L L 7*- 0' --- 2-x 2-x 0.093 EXT OR Z'x 3%Moso" TILT BEAM OR 2x 3xCLOSO' EXTRUSION
30 I/S;F L L 5,- 9, 6'- 1- r_ 0` --- 5* 6'- 6- 6'- r 6'- 0' 3*- 7'
I r 1' 5,- 6" 5�- AN04OR ALLOWABLE LOADS AND UAX_ LOAD AREA FOR ANCHORS
r 6- 9' 5!-.6' 5'- 7' 5*- 1' 4*- co
20 I/SF L L. 6,_ 6- 9,- 2, a. A14CHORS INTO WOOD FOR OPEN BUILDINGS 03 -1
30 1/5r L L 6,_ 9- r- 0. 6*- 4' 5.
I-.V4',_0.O26' 9* V-11, 6' 4*- 1- w _j
IV ALLOWABLE LOAD / MAX LOAD AREA (S.F.) 0 120 M-P.H. VOID LOAD
20 JISF L L 5*- S' 4- 7' 4*- 8' 4*- 3" S-11' I OF ANCHORS I
7- 4* r- 7' tl* S.- S- 2 3 4
30 I/SF L L. 6*- 0' 4*- 4- C- 5' 4*- 0' 3*-Io- :) a:
6'- 4' 7'-Ir --- 3-x Z_x (1050' EXTRUSION DIAMETER ANCHORX EMBEDMENT M Lu
1-3/4'r-0.0.32' 5' 6*- 2' 5- 7' 0 >
1/4- x 11' 2641/13 S.F. 528f/25 S.F. 7921/38 S.F. I.OWJ/50 S.F- > 0
20 I/S;: L L. a'- r 9*- 6' 6* 9* 5,- 6, 71
30 J/SP L L 7*_ ol r- 4' 8,_ 1' 1/4- x 1 1/2' 39609 S.F. 7921/38 S.F. 1.188#/57 SX� 1.5841/75 S.F. 0
.3'x-0.026" _r 1' 5*- 2- 4- r 4r- 4- 1/4- x 2 1/2* 660#/31 S.F. 1.320J/63 S.F. 1.980#/94 S.F. 2.640026 SY& z >
20 jF/SF L L I X- 3- IS- 4" IS-10- 14'- 6- 8' V-10* 4-*v 4'-10- 4'- 5- 4!- 1'
30 JISF L L to'- 9' II,_ o_ 9' 51- 61 C- 6' 4*- 7' 4'
II,_ 6' 12'- 4' - 2' T-10, 5/16" x 11 312#/15 IF. 6241/30 SF. 936f/45 &F. .248#/Sg S.F.
Xx-A032' 51- J* 4- 3' -C- 4' z
20 f/SF L L IS'- I- IS'- 2 is*- r 5/16" x 1 1/2' 468f/22 S.F. 9.36f/45 &F. 1.4041/67 S.F. 1.8721/89 S.F. ul z 0
16*- 2 S'- Cr 4*--1' 4*- :r 9' T- 6, 5/16' x 2 1/2' 7801/37 S.F. 1.56of/74 Sy, Z.340#/jit S.F. 3.12oi/148 S.F. w w 0)
30 I/SF L L 12-- 3- Iz- 5 IS- 8, Yr 2.vO.070- EXTRUSM cr w
1. TOTAL ROOF PANEL VAOTH - R001w wOTH PLUS WALL WOTH PLUS OVERHANG. 51 a,- 41 W-10* W-11" 6'- 4' V-10, 3/a, x I, 356J/17 SX� 7120/34 -,,F. 1.068f/34 S�F. 1.4241/66 S.F- c) CC
2- THE SMALLEST VALUE OF THE vaND LOAD TABI-E OR THE LL TABLE GOVERNS 6. 6- 3' 6*- 4' !V- 9' S- 4- 3/8' x 1 1/2' W4f/25 S.F. 1.0681/5t S.F. 1.6021/76 S.F. 2.136002 S.F. 0) 0
T-Aa-9 1: MA=Uu SPANS FOR STAmDAR0 ALumw,&m ROOF PANES OF r 5*-'9' 5,-lo- 5- 4' 4,-11, 3/8' x 2 1/2' 890J/42 S.F. I.78Oj/85 S.F. 2.6701/167 S.F. 3.560#/169 S.F. 0)
3105 W-28 ALLOY 8* 6*- 7' 6' 0' 4*- r
WIND LOADS CARPORM SMEEN ROOM; AND OTHER OPEN BuWNCS 9' 6*:- 3'
O.K. CONDITION 2' 4- 8' 4- 4'
NO 0- N- I O-H- :r O.M. X O.H. IV 5!-tl' .4'-10' 4!-Il' -C- 5' e- 1.
r x 0.026' 100 UPH W.L. 15--ti- 16*- 1' 16,- 5, -Ir- cr It' 5*- ir 4'- 7' 4!- V -C- 3' S_11* AN04ORS INTO CONORM FOR OPEN SURD04CS
110 MPH W.L. 14'- 3- 14*- 5- 14'-10' 15'- 6- 2'x 4x O.05,0'x TILT BEAR
120 MPH W.L. IS- 0" t3!- 2- IS- 7- W_ 4- 0. a.- 1. ALLOWABLE LOAD I MAX LOAD AIREA (S.F.) 0 120 M-P.M. 11KNO LOAD-
3" x 0.032' 100 MPH W.L. 18'-10' 18--il' Is'- 3' .191- 91 9,- ir a*- r- 4' W-10, 1 OF AN04ORS 1 2 3 4 23
110 MPH W.L. 16*-10' W-11' I*r- 4' ir-A, 6' 8,-Il- 'r- J' 7*- S' 6- 9c' 6*- 3' DIAMETER ANCHORX EMSEDUJENT
120 MPH W.L. IS'- 4' 15'r 6' 15'-11' 16'- f* 7' Ir- 3* 6*-.9' 6,_10, 6*- 3' v- 9, 1/4' x 1 1/2' 7571/36 S.F. 1�5141/39 S.F. 2.2711/108 S.F. 10281/144 S.F.
LIVE LOAD- ALL BUILDING TYPES a' r- 9' 6*- 3- 6- 5* 5'-IT: 5- 5-
O.K. CONDITION No om. I* o_N_ z Ojai. x om. 9, 7- 3' 15r-11' 6--.0' 5'- 6' V- 1- 318' x 1 1/2' 1.0501/50 S.F. 2.114J/53 S.F. 3.1711/151 S.F. 4.2281/201 S.F.
3' x 0-026' 201/SF LL 16'- 1- 16'- 2- 16'- 7' Ir- 2- to, 6*-Ir T- 7' V- 9- 5*- 2- 4*-10'
_304/SF LL I_T_ I* IS_ 31 13,_ S- . 14-- 5- W G*- r V-.4' 5!- 5 4*-Il" 4�- 7' 1/2'-x 2 1/4' 1.443J/69 S.F. 2.8861F/137 S.F. 4.329#/206 S.F- 5.772"75 S.F.
3' x 0.032' 20J/SF LL 1$'- 4' IS*- 5- Is*- 9' 119,_ S' 2-x 4-x 0.044% 0.120r* SAS.
301/SF LL 14*-Il- 6' 16'- 1- 5' 12'-Id* to- 5" to'-
8, 9*-
1. TOTAL ROOF PANEL WIDTH . ROOM W07H PLUS WALL MTH PLUS OVERf1APr_ 6' . 9, tr- 61 9,- 8, V-10, 8`- 2'
Z THE SMALLEST VALUE OF THE VAND LOAD TABLE OR THE LL TABLE GOVERNS, r IV-10* ir-lo, 9'- 0* 8'- 2' r- 7-
TABLE 1: MAXIIAUU SPANS FOR INDUSTRY STANDARD ALUMItAN COMPOSITE ROOF 8' to*- ir $,- 3" 8,- 5' r- a" 'r- I-
9' 9,_ 91 r-ii, 7- 2" 6'- a' a
S�
PANELS W/3105-H14/'H-25 ALUMINUM ALLOY SHEATHING le 1.01 EPS CORE to' 9,- 1- r- 51 r- 6' W-10' 6- 4'
WNO LOADS
81- Ir r- 01 7- 21 6'- 6" 6,- 0,
CARPORM SCREEN WM ROOLM AND OTHER OPEN SUILDINCS.
O.H. CONDITION
NO O.M. 1* O.K 2' O.H. S O.N. I- THE SMALLER SPAN FRaM THE Lj_ OR THE vAmO LOAD TABLE GOVERNS, uj 0
3'x 0.026' 100 UPH W-L 15-- 4- 15-- 6- Is'- to- 16-- 6- w A
z v Z C,
110 MPH wj_. CS x <
I-y- 9' IS- It- 14*- 4- IS'- 0'
120 MPH WL 12'- 6' 12*- r IX- 2' IS- il'
3-x 0.0-32 100 MPH W.L.
6'- 9' Ir- 2- 17'- 9-
I 10 MPH W-L 14*- 11' 15,_ (r 15*- 5, 16,- r
120 MPH W.L. IS- 7' <
x
9' t4'- 2' 14*- 10- Z3 0.
4'x 0.026 100 MPH WL 15,- 8, 15*- IQ- 16*- 2' 16*- to- IL
110 MPH W-L 14'- 0- 14'- :r 14'- 7' 15*- Y
120 MPH W.L. 12,- 10' IS- 0" IS- s- 14,- 2'
4*x 0.032' 100 MPH W.L. 18`7 8' 18*- 10' t9'- 1" 19'- 7-
110 MPH W-L 16'- 9- 16'- to* jr- 2' 17'- 9-
120 MPH W.L. 15'- 3' 15'- 4-. t5'- 9" 16*- 4'
LrVE LOAD (INCLUDES 2 I/SF DEAD LOAD) w
ALL BUILDING TYPES
3-x 0.026' Z2#/SF 1S- I- IS- Z' IS- S' 14'- 5'
321/SF to'- to* It*- 0' 11'- 6' 12'- 5*
3,z OLO32, 22j/SF I A*- 2- 14*- 4' 14*- 9- 15*- 5- J 0
321/'SF ir- 9- W-.1c 12*- 5- IT- 7-
4-K 0.026- 221/SF 13'_ 5- IS- 6- 14-- 0- 1 A'- 8- SHEET
321/SF ii*- I- I 1'- 3- 11*_ 9, 12,_ 7-
4'x 0.032' Z2#/SF 15'- 11' 16'- 0' 16'- 5- ir- o' -------
321/'SF IS- 2- 13-- 4- 13- 9- 14'- 6-
1. TOTAL ROOF PANEL %IDTH . 90ou %jOTH � WALL WOTI4 + OvERHANC.
2. D-C '-ESSER SPAN OF VANO LOAD OR LIVE LOAD SHALL OOVER-4-
OF
&PPROVED
2'.-- BEAU SEE TABLE 4
z 40
Lj
2' x O.OA4' OR BETTER VATH g
SIDE WALL HEADER ATTACHED TO OVERHANG VARIES 4 RECEIVED Lq - 0
EDGE BEAU 2'-0' MAX _W` tx ix
UIN. 2 110 x 1 1/2- SWS 3 112- SLAB ON MAX H FES 18 1997 FEB 21 19 7 8
UPF"T X w ."- a
SIDE WALL PURLINS ATTACHED TO GRADE OR RAJSED LENC M u ZC
I'x2-xD.O"- OPEN SAO( I' x 2' x 0.044' OPEN SAO( FOOTING Za
W TH AaN 2 110 x 1 1/2" SMS L
ATTACHED TO FRONT POST V N MAX (EI EV. St AS Ci"Y of Atlantic Beach 0.019" ALUMINUM OONTINU "a So'
VATH 010 x 2- SuS MAx. IN SCREW BOSSES f- -10,
OW 0,
Building and Alng I ----
T 1 74
TH
OR
t 0 N U(;l t
U11N IA]X ,(��
6' FROM EACH PURLim ry"CAL GLASS ROOM VAN SOW ROOF. TYPICAI. MONT VIEW FRAMING RIGIO INSULATION 0, a=:,
AND 24' O.0 TOI; (HEIGHt OF UPRIGHT IS MEASURED FROM z
OF I-xr PLATE TO BOTTOM OF WALL BEAM) zow 89
H
FRONT AND SIDE BOTTOM RAILS (n 0 is
FRONT WALL PuRLIN ATTACHED TO CONCRETE WITH #8 x 5/8- CORROSION RESISTIVE <120 3"",?'m
1/4-X2 1/4- MASONRY OUICK SET WASHER HEADED SCREWS 0 24' z *am
0 6' FROM EACH POST AND 24' -cw =ICLO-a
W 2 W/2 O.C_ ALTERNATE f8 x 5/8- SWS 0:)
O.C. MAX AND WALLS A MIK 1' 0/ 1- W - 04AMETER WA94M LMM,M co�u,6
ta W/ 1/2 (n r <L,
FROM EDGE OF CONCRETE O.H u-C I,uz
ALUMINUM PANEL COVER TYPICAL PANEL ZLa
w
a
D XiE zz=-C
Lj< 3 <V5
TYPICAL CORNER DETAIL ='X�5-Y�5 0
4 1/4'x4' LAC BOLTS -a (A:ft M
W/ 1 1/4' FENDER WASHERS ALUMINUM COVER OR NOTE&
PER 4' PANEL ACROSS THE 3" SMCTURAL 94SLFLATEO 2'x-- BEAM AND COLUMNS z I. INSTALL RIGIO FOAM INSULATION INTO ALUMINUM ROOF PAN.
ALUMINUM MA)r- COLUMNS, SPACING
FRONT AND 24' O.0 ALONG SEE TABLES x 2- COVER INSULATION NTH 0.019- PROTECTOR PANEL NTH OVERLAPPING SEAMS.
SIDES (WALK-ON) La 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT Go
HEADER ATTACHED TO POST AND TO DISCOURAGE THE NESTING OF WLDUFF- AND OR INSECTS. 0 _j
Lu _j
W/ MIK 2 110 x 1 1/2' 1',,2- .040 4. PROTECTOR PANEL WILL BE SECURED By #8 x 5/8' CORIROSION RESISTIVE WASHER cc <
IN SCREW BOSSES 1__LVr VAIMS HEADED SCREWS. Z 31: CC
2' x 2' OR 2' x 3' HOLLOW 2'x2'. 2x3. OR 3'3a' 5- SCREW PArt"ERN WILL BE 12- ON ALL PERIMEZERS AND 24" CLC_ FIELD ON EACH PANEL CO Lu
SEE SPAN TABLE HEADER TYPICAL CLASS ROOM 6. ALUMINUM END CAP WILL BE ATTACHED NTH 3 15xl/Z' CORROSION RESISTIVE WASHER 0 _J >
HOLLOW SEE SPAN TABLES HEADED SCREWS. j >.0
7. SEAL ALL SCREW HEADS NTH CAULKING. 0 Z 0
CHAIR RAIL AND KICK PLATE FOR SNAP EXTRUSIONS z 5;
2'xl-xO.04-4' HOLLOW RAIL CHAIR RAIL ATTACHED M NOTES- W ". Cl
POST W/ MIN. 2 fIO x 1 1/2' 1- ANCHOR I' x 2' OPEN BACK EXTRUSION WITH TAPOON 1/4' x 2 1/*' LENGTH
SMS IN SCREW BOSSES OR EOUAL MAX OF 2'-0' D.C. z
POST ATTACHED To BOTTOM III z 0
W/ MIN. 3 #To x 1 1/2- 1' x 2' x 0.0"' OPEN SAOx: ANCHOR TO WALL VAIN 1 1/2- 110 SMS TATH WASHERS 2'-0- O.C. SPACING FASTENED DETERMINED PAN OR COMPOSITE PANELS. w Lu 00
94 SCREW BOSSES BOTTOM RAIL ANCHOR BEAM AND COLUMN KNEE BEAM VAIN AMCF40R CUPS AND 110 SCRtWS BASED ON CONSTRUCTION USE CORROSION RESfST1vE SCREWS. PANS it w
u CC
AND WASHEn OF HOST STRUCTURE ANCHORED W/ jIOXI/2- 0 3/PAN INTO 0) 0
2. MIN. SLAB TH11OCNESS FOR SLA13 ON GRADE IS 3 1/2- CONMTE
RECENING CHANNEL AND I FIOx1/2' 0
1/4' x 2 1/4' MASONRY 1 SELECT FRONT WALL BEAM FROM TA13LE USING LARGER -A- VALUE OF HOST RIDGE CAP CONNECTION TO RECEIVING
ANCHOR 0 6" FROM EA04 W/2 OR w/2 + O.H. STRUCTURE CHANNEL OOMPOSITE PANELS USE
POST AND 24' aC MAX 4. 'W" IS CLEAR DISTANCE FROM NOST STRUCTURE TO FRONT WALL BEAU OR FASCIA 1/4'x t+1/2' WITH 1/4' WASHERS SCREW
TYPICAL UPRIGHT DETAIL THROUCH RECEIVING CHANNE'_ FROM TOP
CONNECTION REOURED CAULK ALL CONNECTIONS.
3 1/2- CONCRETE SLAB 6x6 (SEE DETAIL) EXTRUDED OR BREA"ETAL HEADER
ALUMINUM ATTACHMENT I
.N.W.F. OR FIBER MESH CONCRETE O.OZ2, WN.
Z<
ANCHOR I' x 2- xO.044' PLATE 2' x EXTRUSION PER TABLE CONNECTION TO HOST STRUCTURE
TO CONCRETE VA114 1/4' x 2 1/2' 3 1/2, MIN-
T E t
/27
CONCRETE AN04ORS WITHIN 6' OF r
EACH SIDE OF EACH POST 0 24- HOST STRUCTURE OR FAC3A SUB-FAC3A CONNEC);�Ai' RECUIREME'r4�t FOR VAMOUS
LOAD CONDITIONS z
O.0 MAX OR THROUGH ANGLE 0 VARIES uj 01 "
24' O.C_ MAX. 3 VISOUENE VAPOR BARRIER UNDER SLABS LOAD CONDI MNS
-3 010 x I' SMS INTO SCREW SLOTS > C4
HAVING STRUCTURES ABOVE WIND VELOCITY LOADS DEAID + LIVE LOADS
CLASS ROOMS
MIN- 3 1/2' SLA3 2500 PSI CONIC. I' x 2' EXTRUSION
6x6-I0xIO W.wjA. OR FIBER MESH WELL COMPACTED CLEAN FVLL OVER SACRIFICED HOST STRUCTURE 100 UF44 110 MPH 120 MPH 221/SF 32#/SF 57j/SF <
Lj 40
NATURAL SOIL 90% RELATIVE DENSITY 1. CONCRETE 1/4'xl-1/8* CONCRETE SCREWS 0 12' O.0------->2 0 1' O.C.
1/8" MIN. IN CONCRETE
2. WOOO FRAME 1/4-X2- LAC SCREWS 0 6* O.0------------->2 0 1- O�C_
CONC. FILLED 8L00( STEM WALL $x8x16 CMU
SCREEN, VROL AND CARPORTS
6'xI2' OMC FOOTING WITH I
f5 CONT.
HOST STRUCTURE 100 MPH 110 MPH 120 MPH za.In
221/SF 32#/SF 57#/SF r z
LOCATE ON UNDISTURBED NATIURAL SOIL 1. CONCRETE I/4'x1-1/a' CONCRETE SCREWS 0 12' O.C.------>2 0 V D.C. <
VAPOR SAMER 0 pt
1 15 VERT. AT CORNERS AND 0 107-0- 0.C_ 2. WOOD FRAME 1/4-x2- LAC SCREWS 0 1.-2 O.0------------->2 0 V O.Cw
Z
RAISED PA110 F001ING NOTES: %000 STRVCT1URES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FAOA
POST TO BASE AND POST TO BEAM DETAIL
FRAMING WHERE POSSIBLE ONLY 15% OF' SCREWS CAN BE OUTSIDE THE a. t!!
2- x 2' OR 2' x Z' OR 2' SMS POST OPTIONAL CONC-RETE CAP ANCHOR ALUMINUM FRAME TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS
ANCHOR I' x 2' x0.044' PLATE BLOCK OR BRKX TO WALL OR SLAS VA TH ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4' WASHERS
TO CONCRETE WITH 1/4' x 2 1/2" 2' x 2' x I/r ANGLE EACH SIDE 1/4'x 2 1/2' TAPCON OR OR SHALL BE WASHER HEADED SCREWS.
CONCRETE AW>40RS WITHIN 6- OF ATTACK TO POST AND CONCRETE 1 #4 BAR CONTINUOUS EOUAL 6' TAPCON STYLE OR
EACH SIDE OF EACH OOST 0 24- AT LOAD BEARING WALL WITH NOTE. NO FOOTING REOuLRED EXCEPT WHEN ADDRESSING EROSION
O-C, MAX. OR THROUGH ANGLE 0 2 fIO x 1/2' SMS EACH SVE DECK OR 8' x S' x 16* BLOCK WALL 2'-0- MIN. IAIN. 25W PSI CONC. W/
24' D.C. MAX.
;_'�F ATT' BIEFOK SLOPE
244ATI
MAXIMUM DIFFERENTIAL IN GROUNOLML 6x,6-10-10 W-W. MESH OR
WIN- 3 1/2" SJ_AB 2500 PSI CONIC x 2' EXTRUSION SOIL HEIGHT 12' FIBER MESH TYPICAL
,E I IF4 W AT CORNERS AND
6x6-IOzIO W.W.M. OR FIBER MESH 1/8' MIN. 84 CONMTE 4*-0' O.0 3 1/2 1 f5 BAR CONT. 1 14 BAR CONT N 0
ILL CELLS AND I I k,
KNOO( OUT BLOCK TOP
COURSE W!IN 3000 PSI SHEETI
12' PEA ROCK CONCRETE --Olt: MIM.10b.cocmm OM -8*
-0 arawt-w-CSN
2 #4 BARS MIN. 2 1/2-
VAPOR BARRIER OFF GCROUNO FLAT SLOPE / NO FOO-ING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0 - 2-/12' 2'/12' - V-10' > I'_1O'
ALF-RNATE POST TO BEAM AND PLATE TO CONCRET�' DETAIL KNEE WALL FOOTING FOR SCREENED ENCLOSURES SLAB DETAILS ADDRESSING EROSION JOBNAME- -1w
ADDRESS
MANUFACTURERS PROPRIETARY SUPPLIES
TABLE 1: MA)aMVM SPANS FOR ROYAL ALU14NUM SUPER PAN PANELS OF TAaj 1: MAMMUM ROOF SPANS FOR STRUCTALL qulLDjmC SYSTEM PRODUCK
3105 M-28 ALLOY
ALUWMM CC"POSTE PANELS STANOARD PANEL w/ALtimiNum SCM*C m m
3105-H14/H-25 ALLOY 1-0 1 EPS CORE DENgry ix h!a:
Y41NO LOADS WIND LOADS
CARPORTS. SCREEN k MNYL ROOMS. & OTHER OPEN BUXDINGS
OX CONDITION NO 0. H. SCREEN & VINYL ROOMS. CARPORTS. AND OTHER OPEN BUOLDINGS
2-1/2'x 0-022- 0. N. 2* 0. H. X 0. H. 3,x o.019* FOR MASONRY USE 11,C X I 'A/f" cz F, Z
00 MPH W. L 14*- 7' 14'- 15.- 1. Is'- r rAPCON ANCI-M OR EQL;ft
100 MPH W. L 14'- 9- 14*-11" 15*- 4' W-11, 1110 MPH W. L 13*- 4' 13, 13,- 11, 14*- r SPACED 0 21C O.C.
110 MPH W. L I-y- 3, 13.- . - - 2!
4 13*-10 14'- 6' 120 LOH W. L 12*- 4' 12. 6. FOR WOW USE PO x 1. 11r
120 MPH W. L 12-- 1- 12'- 8' is- 6' 3'x 0.024* EXMnNG HOST STRUC-,
RE S_u S. OR WOOO SCREW
_�Rr SPA`C0 r 0X_ cc
2-1/2*x 0.028' 100 MPH W, L Ir- 9, Ir- WOOD FR-E.'�A&
18,- 3' 1$*- V OR OTHER CONSMUC.
00 MPH W. L 16*-11' 1 r- 1 5, I8*_ 0, 110 MPH W. L 16*- 3' 16'- 4' 16,- 9* Ir- SEAL49T
I 3E 0 Z
110 MPH W. L 15*- 2' 13*_ 3' 15-- 7- 16,_ 4* 120 MPH W. L 157- 0, IV- 2' 13*- 7' 16,_ 3* HEAact 8 z —�m
120 MPH W. L IX-10' 14'- 0' 14'- 5' 15,_ V 3'x 0.032'
2-1/2-x 0.030- OnRusich i0m 4d Q U-11 10
100 MPH W. L 20`- 7- 20'- v Qcm -1
100 MPH W. L I r- 9' ir-io, 21'- 0' 21*- V SEMA14T Z,<a
15--11- 16. IS*- 2' la,- 9' 110 MPH W. L aq,Z ari-Cc Zw
110 MPH W. L 0. is*- lo, IS'- it- 19'- 4' lg*- it 9:j _j
16*- 4' Ir- o* 120 MPH W_ L ir- 5,
120 MPH W. L 14'- 6* 14*- r 15,- 0, i5'-.a* ir- 6* 17*- 10' Wo S(L2-K
2-1/2-x 0.036- DEAD + LIVELOAD & OR/SNOW LOAD (INCUJDES 2 I/SF DEAD LOAD) -1�
ALL BUILINNO TYPES 13
100 MPH W. L is*- 1' 19-- 2- 19'- 6* 2V- 0 .....- vitn,OC3 r-
3,x 0.019, 0 Q:ZU< w�
talui-cr, z
110 MPH W. L Ir- I' Ir- 21 Ir- a* Ia*- 0, 1- . a y Q
0 Iz- 2 12 a I.T_ s, -K <,A
IS'- 7' 15*_ 8' 16*- 1* 16,- a, 321/SF IV: 0.
120 MPH W. L 221/SF 12*
lo'- 9- to*- 9,
r- 9- a*- 6, T- 7-
ALL BUILDING rYPES - LIVE LOAD 57j/SF 6 LJLJ
O.H. CONDITION No 0. H. 1. 0. 3'x 0.024*
H. 2* 0. H. 'r 0. H. 221/SF 14-- 14-- to- Is*- 3, 157- W
2-1/2-x 0.022- 321/$F 12'- 2' IZ- 4,
20 I/SF L L 14'- C 14*-10* 15,_ 3' 15*-Io, 571/SF 91- 4" 9,- it' to:- 11, Y R=r-ANEL
30 I/SF L L 12'- 0- 12'- 2' 12,- 5" rx 0.032'
2-1/2% 0.028' fa x 2/_� 71c
20 I/SF- L L 16'-10* 17,_ 0, 221/7 17,- 0, Ir- 2' Ir- 6' le- I' SPACED *_f G.C.
Ir- 4' Ir-II, 321/SF '4- 2' 14.- 3- 14*- 8* w <
30 I/SF L L IT- 9* IX-11, 14'- 4' Is'- 0, am SIDES
2-1/2'x 0.030' 57f/SF 10,_ 9' to*- 10* 5' 4! Z 3c a:
20 f/SF L L 1r- 8' W&C LOADS Lu
Ir- 9' IS'- 8, SCREEN & VINItt ROOMS. CARPORTS, AND OTHER QPEN BUll
30 I/SF L L 14*- 5' 14-- 6' 14*-11* 0 >
2-1/2'x O.Ow 13*- 7- ROOF PANEL- TO HOST DETAIL > 0
20 I/SF L L Iq,- 01 100 MPH W. L IW- 0- ir- I' IV-u, 3 u i
Z >
19,_ 5, IV-11, 110 MPH X L 16,_ 51 16,- 16*- 11' w
30 f/SF L L IS*- 6* IS*- 7' 16*_ 01 16*_ r 120 MPH 1K.L 15-- 2' 15*_ 8, le- C 111. —
4'z 0.024* Z
1. TOTAL ROOF PANEL VAOTH - ROOM YAOTH PLUS wALL worri PLUS z 0
OVERHANQ 100 MPH VK. L 2W- 1- 20*- 3" 20-- 6- 2r- a, ui
110 MPH W. L 1$- 4' 18'- 6' is*- 9, 1 V- 4' W Lu 0
Z rME SMALLEST VALUE OF THE W-NO LOAD TABU OR THE uvE LOAD 120 MPH W. L IT- 0, ir- 1, IS- 01 (C w
TABLE GOVERNS. 4'x 0.032' (1) cc
03 0
100 MPH W. L 21'- 4' 21,_ 5' 21*- 84 2f-
110 MPH W. L IT- 5, is*- C 19,_ 10' 2T- 4'
TA&Z 1: MAXMW SPANS FOR ROYAL ALUMINUm 'W PANELS OF 120 MPH W. L IS*- 01 IV- I' is*- s, If- 0, ScqANT
3105 M-28 ALLOY DEAD + LIVE LOAD &OR/SNOW LOAD (INCLUDES 2 I/SF DEAD LOAD) ExisnNG FASCIA
ALL BUILI*4 TYPES 110 x I 11r S.M-s.
4*x 0.01S' OR W1000 SCREW
TAND LOADS 221/7 14* 10' Is- 0 15,_ 4- (1) PER RAFrER OR
CAPPORTS. SCREEN k VINYL Roows� &OTHER OPEN SAJXNGS� 32f/SF 12': 3' 12*- V TR=TAIL
O-K CON017ION NO 0. K 57f/SF D=NG -RUSS OR RAf7ER
(L030' W PANELS 1, 0. H. 2' 0. H. S 0. K 4*x 0.024* 9'- 2' T_ 51 to*- 01 tir- 0` r W-Am ammm z
100 MPH W. L 13*- S' ii�Zlo- tG*- 2' 221/SF 16*- 7' 16,_ 9*
8, ja x 917ir 71X
110 MPH VE L 14'- 1' 14*- 2' 14*- 7' IS'- 3' 321/SF IS- 9, IS- 14'- 4' Is:- 0, SPAM 0 gr or_
120 MPH W. L 12'-10' 13-- 0. 13*- 5, 14*--2' 571/SF 11- 4' IQ'- It'- I
0.034' W PANELS 4'x 0.032' tr-TV am SIDES
100 MPH W. L Ir- 5- Ir- 6- Ir-IO' is*-,5* 221/SF Ir- 7' Ir- IV- 01 it- 7' SEAL4XT
110 MPH 114 L 15'- 7' Is.- a. Ir-lo, 16.- 1. 321/SF 14!- 7' 14*- 15*- 1* Is___ 91
120 MPH W. L 14*- 2' 14'- 4' 14'- 9' 571/SF ........
is,- it' It*- it*- r- .. ....
DEAD + LIVE LOAD &OR ........................
ALL &ALD(NG TYPES - LIVE LOAD ISNOW LOAD.(MUOES 2 I/SF DEAD LOAD) <
O.H. CONIXTION NO a m. ALL BULD114C TYM 0,014
9 f, n
V 0. H. Z 0. H. T 0. k. 6'x 0.019'
0.030* W PANELS
221/SF Ir- V Ir_ 31 Ir- 7' W- 2'
20 I/SF L L I - 7' 3 9 is*- 1' 16- 9- 321/SF W- 2' 14'- 4- 14*- 9' IS- 51
30 I/SF L L IZ- 9' IZ-11- IS- 4' 14'- V 571/Sr
�Y ROOF PANEL
0,034' W PANELS la- 7' to*- to, e ir- 21
G'x 0.024- v X L;
20 I/SF L L I - 4' ir- 5* IT- 9" IS*- 4* 22f/v ir- it' le- 0- Po x 3/e S.M.& [i3
30 I/SF L L 14*- 1* 14*- 3- 14*- r 15'- 4' IS*- 4' 19- 10, OR *X= SCREW ox
321/SF 14!- 10' IV- 0, 15'- 4" it— a, SPACED o i r o.c.
1. TOTAL ROOF PANEL YAOTN . ROCIM 'MOTH PLUS WALL VADTH PLUS 57,f/SF it'- I' tI*- to' i:r- r
OVEIMANG. 6% 0.032'
Z THE SMALLEST VALUE Of THE VANO LOAD TABU OR THE UVE LOAD 22115F a' r ROOF PANEL TO FASCIA DETAIL
TAME GOVERNS. 321/SF 5, IS*- 7' Is*- it' I vs-- r
571/SF 11'- 7' it-- 9- 12'- 3' ts- cr
WO LOADS
SCREEN &VINYL ROOMS. CARPORM AND 071HER OPEN BUILDINGS
6*x
100 MPH W. L 2W- 9' W_ lo- 21*- 2r- r
110 MPH W. L IV- ll' Iq*- 0, 19*- 4' Tr_to,*
120 MPH W. L Ir- 6' Ir- 3, IV- 0. It- 6, 0 2 1997-
6'x 0.024'
100 MPH W. L 21'- 8' 42_�- I* zr- 61 fSHEET I
110 MPH W. L 19*_ 9' lg,- It' 2V- 2' 2Cr- 8:
120 MPH W. L IS*- 4' ia*— 5* IV— 9- w— 3
6*x 0.032'
100 MPH W. L 22- 7' 22- a' 22*- it' 2Y- 4'
1 10 MPH W. L. 20*- 7' 20'- 8' 21*- 0, 2r- 6"
120 MPH W. L 19,_ I' ig*- 2" 1 9.- 6. 2T_ 01 OF