Vault Plans 1494 Linkside Dr i
A No
h 2'x2`x0.044
4 " (tYP1
x BEAM SEE TABLE MIN SOLID
"� To OVERHANG VARIES SHEETING BOTH SIDES
�a SIDE WALL HEADER ATiWCHED
EOGE BEAM 1' x 2" x 0.044` OR•WTD WITH 2'-0" MAIL +H« 1 1 j2 x2' MAX 1M07H S3'
( MIN. 2 /10 x 1 1/2` SIMS 3.1/2" SLAB ON tlT ROUGH OPE►MNG
i'x 2'
y ! SIDE WALL PURLINS AT%ACHED TO GRADE OR RAfSEO
s 1` x 2` x 0.044" OPEW fSACK FOOTING AX SLAB 3 i/2' MIN.
i'x2`xO.044" OPEN BACK
1 i WITH MIN 2 /10 x 1 1 SMS -
" ,� � A'rfACHED TO FRONT POST IN SCREW BOSSES (SEE DETAIL)
WTH /10 x 2` SMS MAX TYPICAL GLASS ROOM W111H SOLO ROOF. TYPICAL FRONT VIEW FRAMING
6" FROM EACH PURLIN •(HEIGHT OF UPRIGHT 1S MEASURED FROM: TYPi�AL GLASS ROOM
�r AI4D 24' O.C. TOP OF i"32' PLATE TO BOTTOM OF WALL BEAM)
s FRONT AND SIDE BOTTdW �-S
FRONT WALL PURUN ATTACHED TO CONCRETI WITH
W W 0.019" A4tUMINUM COVER PAN OR
1/4"x2 1/4- MASONRY 0" SET
[ . O 6` FROM EACH POSiT AND 24' 0 : '0.7'S�` RIGID INLAnON
b O.C. MAX AND WALLS JA �. 1 ALUMINUM PANEL COVER I I
� fi !�, •. ' • � FROM EDGE OF CONCR69 �^v. --
N
r TYPICAL CORNER DETAIL 2`xr_ BEAM AM Cf +wS� H /8 x 5/8'
s 4 — 1 4"x4' OR MAX. GOLLIMNS. SPACING �-- WASHER'HEADED
LAG BOLTS ALUMINUM COVER
3 qI W,/ 1 1%4" FENDER'WASHERS 3" STRUCTURAL (INSULATED SEE TABLES O.G ALTERNATE
W
� 0' � PET2 4' PANEL ACROSS THE ALUMINUM Wj 1 j2' OIAME
TE
« FRONT AND 24' O.C. ALONG ?CL ,xim
SA)ES (WALK—ON) HEADER ATTACHES TO �T VARIES TYPICAL PANEL
3 w/MIN. 2 /10 NOTES::
TYPICAL GLASS ROOM 1. INSTALL RIGID FOAM INSULATION INTO ALIQMINUM ROOF PAN.
N SCREW BOSSES 2. CSR INSULATION HATH 0.019' PROTECTft PANEL. VAIN
2'x2'. 2'x3.. OW NOTES _ Wim ALUMINUM END CAP�1„ �.' 3" 3 INSULATION PArlf1 SHALL f _CLOSED
i
2' x2' OR2` x3" HOLLOW
[ I l SE:E SPAN TABLE HEADER THE NESTING OF VO4
HOLLOW SEE SPnAN TABLES 1. ANCHOR i' x 2` OPEN BACK EXTRUSION WITH TAPCON 1/4" x 2 1/4' LENGTH 4. PROTECTORTO �WILL BE SECURED BY Aa10 ORCAR CORROSION
OR EWAL MAX. OF 2'-11' QG __ /$'
CHAIR RAIL Aim KK3C PLATE
FOR SNAP EXTRls011STO ANCHOR TO WALL NA1H 1 1 HEADED SCREWS.. SCREW PATTERN WILL BE 12' ON ALL PFTERS AND 24' O.C.
y CHAIR RAS ATTR ED ANCHOR BEAM ANS COLUMN KNEE BEAM WITH ANCHOR CUPS AND/10 SCREWS 6. ALIJMNNIJY E CAP MAL! BE ATTACHED NhTH 3 CORROS
2'x2`x0.044' HOLLOW RAIL POST W/MMI. 2 0 x 1 1/2" AND yv , HEADED SCREWS.
SMS IN SCREW E S /2' CONCRETE 7. SEAL ALL SLAW HEADS WITH CAULKING.
2 MIN SLAB THICKNESS FOR SLAB ON GRADE 1S 3 l
H a y 4 POST ATTACHED TO BOTTOM 1' x 2' x 0.044'•.OPEN BACK 3. SELECT FRONT WALL BEAM FROM.TABLE USING LARGER 'A' VALUE OF
W,/MIN. 3 /10 x 1 1/2" BOTTOM RAIL W/2 OR W/2 t O.H. FASTENED DETERMINED PAN OR COMPOSA
N SCREW BOSSES 4. 'W" IS CLEAR. ISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM BASED ON TION USE CORROSION PA
RECEIVING
1/4' x 2 i/4' MASONRY • ► •. ►• OF HOST STRUCiURE W/ f1
j lu�a� ANCHOR•O 6' FROM EACH ` HOST fRIDGE
J t POST /WD 2#` 0.0 M�JC S� CHAIN CM CONNE
TYPICAL UPRIGHT DETAIL WINDOW FRAMING CAN ATTACt! -�-- -- OR FASCIA t/4 /2' w
t1NEC LY TO HEADER SOLID ROOF tHROUGH RECEI
r �
CAULK ALL
CONVENIiONAL FRAMING OR
CONNrEGtiON REQU6tED
(SEE DETAR)
SHEEING BOTH SAES 0032" AAIN.
Ib w
ALUMINUM LflvER SYSTEM EXTRUDED ORam
j �9 r #W/z' sMs O 16.0.0. CONNEcnoN T
ANCHOR 1" x 2' x0.044' PLATE 2` x EXTRUSION PM ABLE CLAW-IIANDOWIW INSTALLED P�EyR� ® HOST STRUCTURE
W « MANUFACiURERS SPECIICATTONS..
I �� �'.` +� TO CONCRETE 11Yini 114* x 2 I � N ALtAAM4t1M SHEE'1it+K's
CONCRETE'ANCHORS/WITHIN 6' OF
HOST OR FACIA k`,4tlB-FACIiA REQUIREW
EA31 SIDE OF EACH POST O 24' ALUMINUM SHEETING FOR VINYL CONNECTION
O.(� MAX.OR THROUGH ANGLE O LLOAD CONDITIONS
24" O.C. MAX. 3 #10 x 1' SANS INTO SCI SLOTS GLASS ROOMS
WIND VELOCITY L04ft DEAD +
it 4
i": HOST STRUCTURE 100 MPH 110 MPH i 22#/$F
11 MMI. 3 I/2` SLAB 2300 PSI CONG 1' x 2`.EXTRUSION A P P R O V IE.O i. CONCRETE 1/4 —1 COiCRETk_
! ''' ;z,' 6x11-10x10 W.W.M. OR f�ER MESH 1 t 8` MIN. IN CONCRETE ��yAitAN i I�. �EA@NWOOD FRAME t/4'x2' LJ►G SCR •6' O.C.------
€ / TYPICAL SEClxON GLASS ROO�(Wvtu�®IT1G 49�
„ VINYL. AND CARPORTS
l ea 4 HOST ST&CRIRE 100 MPH 110 MPH22#/SF
�I I� yy �€, • • I CONCRETE I/4'x1-1/E" CONCRE 120 MPH
/ " SCRRMO 12' O.C.—O—C---
' • 2. WOOD FRAME 1 4x2" LAG
JUL 2 6
VAPOR BARRIER 3 1/2' CONCRETE SLAB 6x6 N0� WOW STRUCTURES SHOULD CON T TO TRUSS BUTTS
tr I POST TO BASE AND POST TO BEAM DETAIL
ALUMINUM ATTACHMENT MESH FRAMING > POSSINLE OtBY 1 OF SCREWS CAN BE
WTTS FACIA AM r - TRUSS /SU8 ThNQ� AREAS SHALL !!A
f I{ 1 2' z 2" OR 2' x3" OR 2' SMB POST ALL SCREWS INTO THE HOST ST�£TuRE SHALL HAVE mm
' : ', d „ u i " E•r ANICNOR i' x 2' x0.044- PLATE SLOE 3 1j2' MIN. eft.
� « 2 x 2":x I/$- ANGLE EAWH SHALL$E WASHER HEADED
.#LL TO CONCRETE WITH 1/4 x 2 1/2' ATTACH TO POST AND CONE
f , NOTE. NO FOOTING REOUIRED ftCEPT WHEN
r� EACH SIDE OF r P' CO+ICRETE ANCHORS WITHIN 6' OF AT LOAD BEARING WALL YVIkTH CH POST 0 2eVARIES 2'-0' MIN
OCMOR EATHROUGH ANGLE O 2 /10 x 1/2" SMS EACH S`igE 3 U.
616-1 Pw SONG w/
N;;QUENE VAPOR BARRIER UNDER SLABS MORE SLOPE
N 24" O.C. MAX. iLAVING STRUCTURES ABOVE FIBER MESH
MMI. 3 1/2" SLAB 2500 PSI CONC. 1' x 2" EXTRUSION WELL COMPACTED CLEAN FILL OVER SACRIFICED i 05 GAP CONT.
' 631i-10x10 W.W.M. OR FIBER MES 1 1/8" MIN. IN CONCRETE- �,13 HArn'RAI SOL 9OX RELATIVE DENSITY 3 1 — .$. ���
P N ,
CONC. FUED BLOCK STEM WALL. $xSX16 CMU
�i a s' • tii commit om
6'x12' CONC. FOOTING WITH 1 #5 �t rtsn
V 2a
P i LOCATE ON UNOISTIIRBED NATURAL /NO FOOLING MODEiTE SLOPE f0011NG S
" i 'F VAPOR BARRIER 1 /5 VERT. AT CORNERS ANO O 10'
11r 0 a I � ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DERAIL RAISED PATIO FOOTING SLAB DETAILS AlbDRESSiNG EROS(
►a 21995►
IrvABuilding and Zoning
� i
Ij E
I� 1�
' 2"z BEAM SEE TABLE 4
' I OVERHANG VARIES .I`
W ';` SIDE WALL HEADER ATTACHED TEo
411
ES 'MP
H2'-0'
BEAM t" x 2` x 0.044" OR BETTER ' H 2'—O' MAX `
•'H'
MIN. 2 /10 x t 1/2' SMS YAX3 1/Y SLAB ON _
e .' �� SIDE WALL PURLINS ATTACHED 7� GRADE OR RAISED 11PAKTNIgT 1 z 2"
F I 1" x 2" x 0.044- OPEN BACK FOOTING yr AX V 0.019" ALUMINUIOCOVER PAN OR CDN
rx2-x0.o44- OPEN BAac w,TH JAN 2 o x t 1/2' swis
a. w ATTACHED TO FRONT POST / 0.75'
WITH /10 :K 2" SMS MAX. IN SCREW BOSSES TYPICAL CLASS ROOM MATH SOLID ROOF. TYPICAL FRONT VIEW FRAMING '� �` RIGID WISLILA71014
6' FROM'EACH PIJRUIi • ElEJG11T Of UPRIGHT IS MEASURED FROM i
AND 24" O.C. TOP OF 1`x2-PLATE TO BOTTOM OF WALL BEAM)
j FRONT AND SIDE BOTTOM RAEL9 H t x 5/8" CORROSION RE
m `NI►SH
ATTACHED TO CONCRETE WITH ER HEADED SCREWS
? FRONT WALL PURLIN 1/4-x2 1/4- MASONRY QUICK T W 2 W W OJ�C ALTERNATE 18 x 5/
O 6' FROIA EACH POST AND 2 W/ 1/2' DIAMETER W
n , " O.C. AMAX AND WALLS A MIN. 1� �
FROM EDGE of CONCRETE
ALUMINUM.P+ C H TYPICAL PANEL
TYPICAL CORNER DETAIL
4 — 1/4"r4" LAG BOLTS ALUMINUM COVER OR N01ES
2"x_, BEAM AND CCLMYiNS P 1. INSTALL RIGID FOAM INSULATION TNTC
W/1 1 f4- FENDER WASHERS 3" STRUCTURAL MNSIx ATSNItlM ROOF PAN,
r
e MAX COLUMNS, SPACING
r,,jj ' PER 4" PANEL ACROSS THE AWMINUM SEE T W 3. INSULATION PPAM. SHAH BE CLOSED M �1biEt
l FRONT AN) 24" O.C. ALONG
ML�lMP1U1f END CAP TO
f s SIDES (WALK—ON) HEADER ATTACHED TO P�T _ AND TO DISCOURAGE THE NESTING OF MALDUFfE AND OR SCIS.
4. PROTECTOR PANEL WILL BE SECURED BY
W/MIN. 2 /10 x 1 1/2' t HEADED MFS. '� '*1f8` CORROSION RE51
a f: 1N SCREW BOSSES -Vr V S. SCREW PATTERNWILL BE f2" ON ALL PE:RIME-sERs AND
6. ALUMINUM END CAP WILL BE ATTACHED WITH �1/2'2CORROSION
I 2-x2-. 2'x3'. OR 3-x2' TY°PICAi GLASS ROOM
2` x 2' O�Q Y x S HOLLOW HOLLOW SEE SPAN TABID HEADED SCREWS.
SEE SPAN TABLE HEADER 7_ SEAL ALL SCREW HEADS 'NTH CAULlC�JG.
CHAIR RAO. AND KICK PLATE FOR SNAP EXTRUSIONS NOTES
I, CHAIR RAIL ATTACHED 119
2'x2'x0.014'HOLLOW RAIL POST W/ MIN. 2 /10 x 11 1/2` 1. ANCHOR 1" x 2' OPEN BACK EXTRUSION WITH TAPCON i/4'.x 2 1/4' LENGTH
OR EQUAL MAX OF 2'-0. O.Q
I SMS IN SCREW BOSSES ANCtMOR TO MWA MATH 1 t f2'./1 SMS MATH WASHERS 2'—O' O.C_ SPACING FASTENED DETERMINED P4W OR COMP097E P
jo
' POST ATTACHED TO BOTTOM 1- x 2" x 0.044' OPEN EEK BASED ON CONSTRUCTION
U
g _�- ANCHOR BEAM AND COLUMN BEAM WITH ANCHOR CUPS ANO 010 SCREWS CORROSIOn REST5TIIE
Wf MW. 3 /f0 x 1 1 fY BOTTOM RAILAND WASHERS OF HOST S1RUCilIRE 11p W/ /EOXi/2`
21 4I IN SCREW BOSSES 2. MIN. SLAB THICKNESS FOR SUB ON GRADE IS 3 1/2" CONCRETE CHANNEL AMNO t
a • �. • . •. 3 SELECT FRONT WALL KAM FROM`TAKE USING LARGER "A' VALUE OF HOST CAP CONt�CTJON
h , 1/4' x 2.1/4" MASONRY W/2 OR W/2 t aH STRUCTURE CWAN W— COMPOSITE P
I ANCHOR B�6" FROM EACH • 4. "W` IS CLEAR DISTANCE FROM HOST STRUCTURE TD FRONT WALT:BEAM
OR FASCIA t t/ 1�•��,if4"
POST AND 24" O.C. MAX
TYPICAL UPRIGHT DETAIL COwNECT10N REQUIRED
CAitllK All CONHEC110N5
s (SEE DETAIL)
3 i/r CONCRETE SLAB 6x6 E CTiRt OR E#IEAt(r T
a ALUMINUM ATTACHMENT
wwF' OR FIBER MESH CONCRETE a@32' MIN.
r CONNECTION TO HOS;t STRUCTURE
r y
ANCHOR C x 2` x0.044- PLATE 2- x EXTRUSION PER TABL:LE 3 1/2" MIN.
j litTO CONCREiEWITH ANCEi0R51 WITHIN 6-/OF HOST STRUCTURE OR FACIA k SUB—FACIA CttON REQIJ�ENTS F
CONCRETE
LOAD CfMi0M110N5. _
EACH SIDE OF EACH P�JST O 24 PARES 3-
VN VAPOR BARRIER UNDER SLABS
r O.C. MAX OR THROUGH ANGLE O Whip VE]OC1TY LOADS �ONQ1710N5
24' O.C. MAID 3 /10 x 1` SMS MI1�0 SCREW SIO HA $fRLIC IRE$ABOVE a-ASS ROOMS
DEAD N LJ1IE L
�. tIMiSST STRUCTURE 100 MPH 110 MPH 120 22//SF 32/
I MIN. 3 1/2- SUB 2500 PSI CONC_ 1' x 2""EXTRUS10N CpMPACTED CLEAN#141. OVER SACRIFICED i. CONCRETE 1f4'x/-1 CONCRETE SORE
- NATURAL SOH. 901[RE LAVVE DENSITY /� � •12' O.0------>
f 6x6-ioxto wwM. OR FIBER MESH
'( I / 1 t/8" MIN. IN CONCRETE / ' rb- o,C_-----------
'_ j CONC. FILLED BLOCK STEM MALL 8x6x16 CMU 2 �� FRAME / 4x2' LAG SCREWS i
iz S"xw CONC. FOOTING IMTH i 05 CONT. HHOST STRUCTURE 1�CARPORTS, VINYL AM 110 MPH 120 &ON 22//5F 32/
LOCATE ON UNDISTURBED NATURAL SOH 1. C011fXtEiE 1/4-xi-1/8' CONCRETE S�i 12'
ac------
1
1 lb VERT. AT CORNERS AND O 10'-0" O.C. 2. VOW FRAME 1/4-xY LAG SCREI O OC:------ --
1 jar VAPOR BARRIER
x , RAISED PAn6 FOOTING eloTes VIM STRUCTURES SHOULD CO MECT TO)'TRUUSSBUTTS OR i�
POST TO BASE AND POST TO BEAM DETAIL FRAMING WHERE POSSIBLE ONLY 15X OF � CAN � OU:
TRUSS BUTTS/°SUB FACIA AND THOSE AREAS SHALL HAVE DOM
' { OPTIONAL CONCRETE CAP ` ANCHOR ALUMINUM FRAME �FIAU HAVE MEN 1-1/4
rr k P'I 2` z 2" OF' 2" x 3' 0R 2" SMB POST
i . BLOCK OR EMttCMC TO WALL OR SLAB MAiH ALL SCREWS Miro THE MOST STRUCTURE,
9
1/4% 2 1/2" TAPOON OR OR SHAD. E!E WASHER HEADED SCREWS.
ANCHOR 1' x 2' xa044' PLATE 2" x 2`:x 1/8 ANGLE EACH S�
TO CONCRETE WITH i/4` x 2 tf2" 1 /4 BAR CONTINUOUS EQUAL 6' TAPCON STYLE OR
I rs CONCRETE ANCHORS WITHIN 6` OF ATTACH TO POST AND CONCRETE �` NOIEz NO FOOTING REQUINED EXCEPT,�MEti ADDRESSING
EACH SIDE OF EACH POST O 24' AT LOAD BEARING WAIL WITH M.N. 2500 PSI CONC_ NI/
o- 2 /10 x 1/2' SMS EACH SIDE ,�r_ DECK Ef x 8" x 16' EH.00K WALL BEFORE SLOPE
fn O.C. MAX OR THROUGH ANGLE i 6x6-10x10 W.W. MESH
y q a 24" O.C. MAX _
MAXIMUM DIFFERENTIAL IN .12. - GROUND LVE.. FIBER MESH TYPICAL
MIN. 3 1/2` SLAB 2500 PSI CONC. / t x 2' EXTRUSION SOIL HEIGHT 1 f4 BAR AT CORNERS AND
C. FILL CEI I AND
�' I 6x6-10ut0 W.W.M. OR flBEft MESH J 1 1/B" MIN. IN CONCRETE
�.�; KNOCK�E%JT OpS TOP 3 1J2: .8. - tt :�3 E3I�R CONT. _
COURSE WITH 3000 IS
k
a • s = s. ! 12- PEA ROCK CONCRETE __
OFF GBARS M FLAT SLOPE /NO FOOTING MODERATE Sl
2 p4 BARS MIN. 2 1/2" QSpE FOOTING STEEP SL
VAPOR BARRIER 0 — 2"/12' 2'/12` = i'-10' >
r ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL KNEE WALL FOOTING FOR SCREENED ENCLOSURES SLAB DETAILS ADDREI.53i'SING EROSION
,
IT
}G II I f d
I �
m. j:..,
n i,rg��lr {mk si! s
1 sO CENTER LEDGER PIER
FRAME AND ALINIINUTA
SCREEN, VINYL 'OR GLASS WALL 2"x6- JOiST HANGER EACH ENO ANCHOR ALLOWABLE LOADS ANO MAX LOAD) AREA FOR ANCHORS
SEE DETAILS SECTION 2 OR 5 ANCHORS INTO WOOD FOR OPEN BUILDINGS
BRIDGING 48" O.C. EPS WALL PANELALLOWABLE LOAD / MAX LOAD AREA (S.F. 120 Y.P H WINO LO
HOST STRUCTURE
1/2-
IVI1G CHANNEL # OF ANCHORS 1 2 3
3/4` PLYWOOD DECK DIAN$TER ANCHORx EMBEDMENT 1/
10 F. 792//38 S.F.
# x 2- S M.S 0:6 O.C.O.G MIN 1/4' x 1' 2640/13 S.F. 538//2
E
? s i 1/4' x 1 1/2' 396//19 S.F. 792 F_ 1.188//57 S.F. 1
N
OD
' I — F .t�sftA1N 1/4' x 2 1/2 6641/31 S.F. 1.320#/63 . 1.980//94 S.F. '
I ' , PERPENDICULAR 1/4' x i tJ2' LAG SCREW 5/16' x 1" 312#/IS S.F. 624// `�.F. 9360/43 S.F..
11 IR' : TO JOIST 2" x 6" OR 2` x13" yy/5/E' WASHER O 24" O.0 5J16' x 1 //2' 468//22 S.F. 936//4�sa'"'S.F. 1.404//67 S F,
., O 16'. A.0 5/16" x 2 1/2" 780//37 &F. 1,560#/741.`%,F. 2.340#/111 S,F,
,; S.F.
,t 3/8" x 1' 356#/17 S.F. 712#/341`-S.F. 1.068#/34
4 COMPOSITE'PANEL` WALL TO WOOD DECK 3/8' x 1 1/2'. 5341/25 S.F. 1,068#/51 `S&F. 1.602#/76 S.F.
C 3/8' x 2 112' > 42 S.F. 1,780
/ #/ // S.F. 2.670#/167 S.F.
� � � h �r I, AtiCF10RS INTO CONCRETE FOR OPEN W!LL41iGS
` r
t ' I a IEA PFR SPiYtNG !3
A ALLOWABLE LOAD / MAX. LOAD AREA (S.f.j)`O 120 M P H_ WIND LOA
��r i k a II'MAXCALV11t�D BIOa T��
ALUMINUM POST ,SEE TABLE ? DIAMETER ANCHORxANCHORS �EMBEDMENT 2 3
3 4' PLYWOOD DECK Ile x 1 1/2' 757#/36 S.F. 1.514"/ %.F. 2.2711/106 S.F.
a WIDTH (VARIES) f BOLT SEE TABLE
` o .•,.,,�.. 3/13-x 1 1/2 .1.050#/50 SF. 2.114#/53 $F. 3,171#/151 S.F. 4.
3 1/2" CONCRETE SLAB 3/8`"5" BOLT U-CLIP
ALTERNATE PT LAG SCREW SEE TABLE 1/2' x 2 1/4" 1,443#/69 S.F. 2.886#/137% S.F. 4.3290/206 S.F.
PINE POST D*DUGH BOLTS PAST TO BEAM FOR OPEN;%W LDING
2" x6' OR2` x6'
" LEDGER SUPPORT O 16' O C ALLOWABLE LOAD MAX. LOAD AREA (5.F. LOO
NOTE- 1. ALL WALL FRAMING 16- O,C_ f OF ANCHORS / "O 120 M.P.H. MItNO
'F
(EXCEPTION: 24' O.C. FOR
WOOD STORAGE ROOM) NOTE: CENTER STRINGER REWIRED ONLY DIAMETER ANCH01�c1{LFNGTN POST iHKEr + 1/"
3
2. PIER POST CAN BE BOLTED IF DEPTH OF DECK EXCEEDS 10' POST TO WOOD DECK 1 4' >< t+1 J2• 2.356#/112 s.F. a.7
a / x/213 S F. 7.
I TO SLAB OR CONTINUOUS
HURRICANE ANCHOR EACH JOIST
III ? FOOTER OR HAVE ISOLATED 3/8" x 111/2` 5.304#1252 S.F. 10,f$Op# S.F.
SEE PETEDETAIF007ER EACH PIER TO CENTEP. STRINGER
1/2" x 1+1/2' 9.426#/449 S-F.
TYPICAL WOOD DECK
LAG SCREWS
I , TABLE 1: MAX'ROOF AREA FOR ALUMNaUM; POI
3/4` PLYWOOD DECK SEE TABLE R'OST FOR A HOUSE
k. /8x1 WOOD 'SCREWS W/ ALUMINUM GINNER (SEE CONNECTION TO FOR ALLOWABLE ROOF AREA USE AREA"` S X (WJ2 + O H.)
9d
5/8- WASHEFS 3 PER PANEL HOST STRUCTURE)
EXAMPLE: "S'm 7' . W = 12•. Nk O.N. +s. y THUS; `AREA' • 54
POST TYPE MAX. ALLOW. ROOF AREA iR VARIOUS TYPE POST
1' x2' CHANNEL POST HOT POST MAX # WALKON UNp TO 55 #/SF k 120 MP
�I 3"x—XxQAW-ftoLL FORMED"-
I HURRiCANE ANCHORS AND ALTERNATE l LUG 5t3:EWS 7'- 9` 8.764 167
STUDS TOP AND BOTTOM
P.T. PINE 2' x6- OR 2 x 6" TA®L)r 3"x_rIAO "-� -
r I -
2 INTERNAL L's OR O 16' O 18-10* 10.000 190
RECEfVING CHANNEL _
w E � 3"z-3'x",0.90."TUBE• .
2X4 STUDS
$ 1 m 2 1 4" DIAMETER
g 11'-t0" 14,850 277
BOLTS EACH ANGLE
SCREEN ROOM *ALL TO Vv(�D DECK
4 Oxi 1 2' SMS
/1 / ti'- a- 19.444 643
EACH ANGLE
'I > APPROVED SIDING 4'xr4"z 0125"-NBE-
AS.REQUIRED
15- 8' 26.190 499
1/4'x3- 8011 OR • ALLOY 6063 T-6
�r 3 T-80LTS INTI LONG AWMINUM BEAM FRAMNG •• ALLOY 3105 H16
w INTO CORNER OF W000 FRAMED UTILITY SHED DETAIL ALTERNATE PAST: TT1>II000 DECK OR BEAM
p' y��° ! - 1%8 01/2 WASfIWERS P.T. 2'x4` 4" x 4" R.T.P_ ?� FOR ALUMINUM ROOF
E POST Of
_ � 4— o 2 f 5 OARS EACH WAY _94' x 4' P ALUM.PAST 94
3 " (#.ALV. POST ANCHOR At
'r� A d 100"Ull LiFT # �4-1/4" x 2-1/4' TAK
6"x6" - 10X10 WWF x 16"�ii6" 12`
24x24' 9 3-1/2- SLAB
tJ4'x2' LAG BOLT
1/4-X21 LAW BOLT . .'. '� ... � 30"x3D' 1. 16 MIN. �.
2 PER POW
2 PER POST T 1 c c ~. .
I r+ 1/ TIiRV)1� ( ) POST TO CON ETE PAD DETAIL POST TO
its k? 1'x2' TOP AND BOTTOM r
STING a_- s
� ' PLATE. SCREW 2' O.G ALUMINUM -
4 '?If': tr �--- POST 2'x2"x0 044" EXTR POST 3'x3Yi�•125'
rs rr;' #10x1 1/2" SCREWS 3/ Y ANCHOR �� � NOTE:. NO FOOTING REOUIRED EA pT WHEN-ADDRESSING
POST MIN. TOP AND BOT. 22/ POST xCONGREIE MIN_ 2500 PSI COW. W/
SCREEN R 6x6-1thc10 W_W. `5FI OR
r r' AND 2'-0 tO.G ® VIRGIN SOIL FIBER MESH TYPI
�x + 't i "t ® 16"x16'x4' CONO PAD 1 f BAR CONT.
'i li ' i' '•. :- /4 MASONRY ANCHOR 4* ": �:�'�;. NSD LBS. 2500 PSI CONCRETE 3 '8" 1
Q IIA
"
:`-. 2/POST INTO CONCRETEY# SQL '
SCREEN ROOM 2 O POST ® 1/4'x2 1/4' EXPANSION 6017 ua>f i1BER IIESII tX1t1CRETE DOES
AND 2'-0' O.C. 2 EACH PER BASE iDT KO M WIRE IIE
o �� ?,, N"? �,i FLAT SLOPE- / NO FOOTING MODEF.AT# �OpE FOOTING STE
f�
{ r
ALUMINUM SCREEN ROOM ALUMINUM CONVENTIONAL CONSTRUCTION ISOLATED FOOTER 0 - 2`/12" 2-/ - _ i'-10'
UNDER SNOOD FRAME PORCH PORCH POST CONtOTiON SLAB DETAILS AD[�RESSING EROSION
itt
{
,
, E
iit
a+r TABLE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF TABLE 2: MAX BEAM SPANS FOR O S GLASS TaaTY ROOMS. TABLE 3 MAXI11RUCTURES W/SOLID ROOFS
EXTRMUM
HEI HT OF
AND FRIGHTS FOR SCREEN AN
I, 3105 H-14 OR H-25 ALLOY F'MATING BEAMS OF 6K
WIND LOADS: GLSS ROOMS. UTwTY ROOMS. SHEDS, AND OTHER ALUMINUM BEAMS OF 6063 T-6 ALLOY
IK
� t ENCLOSED BUIL.004CS USING SCREEN PANEL WIDTH 'Mr-((SEE TYPICAL CLASS RO
it 4O.H. CONDITION NO O. H. 1' O. H. 2' O. H. 3' 0. H. EXAMPLE: FOR SPAN V ON ORAMMG USE LOAD-WIDTH - 'WW"/2 + O.H. UPRIGHT REOUptEO FROM THE Ml HEIGHT ALLOWED FOR
f , 1-1/4'z 0.026' --- LOAD WITH - 9• LL O 22 BEAM'SPAN '- 4' 9
2"x 4"x 0.050` TILT BEAM: L M TN • 14' + 2'O.H.
100 MPH W. L. 4_ 4" 6'- 8" { - 54' 60"
110 MPH W. L 4'-10' 5- 3 6'- 3' --- BEAM SIZE BEAM SPIN FOR DESIGNATED LOADS41S36' 42'
�'- E WIDTH `W"
9 120 MPH W. L. 4'- 6' 4'-11" 6'- O" --- BEAM ULE LOADWNID LOAF EXTRUSION�4�
. 1-i/4"x 0.032' LOAD WIDTH 22#/SF 32j/SF too MPH 110 MPH 120 MPH
z 2'x 2' 9'- r 8'- s" 7'-
tpp MPH W L: 6'- 3 6- 6" . - --- x0.044' EXTRUSION
u ff f10 MPH W. L. 51- 8" 6'- O` 6'-11'� --- 5' 5'-10'_ 4'- 9' 4'-10` 4'- 5' 4'- 1" 2'x Yx 0.030" 1' 7- 6` T- 1' 6
120 MPH W. L 51- 3" 31- 8" 6'- 8" 6' '3'- 4 4'-.4` 4'- S" 4'- 0` 3'- 9' 1G- 2' 9'- S' 8'- 2` 7-it' T
1-3/4"x 0.026'
100 MPH ML 4 S'- 6' S'-10` 6'-t0" --- 7' 4'-11" 4'- O" 4'- 1" 3'- 9 3'- S" 2"x rx 0.093'
i10 MPH W. L. 5'- 0' S'- 5' 6'- 5" S. 4'- 7" 3'- 9. 3'-10' 3'- 6 3'- 2` 12'-10" it'-11" 17'- 1`
120 MPH WW L 4'- 8' S'- 1' 3"x rx 0030` 1 10'- 6' 9'-i1' 9'-
W ,. 6'-10` --- 9' 4'- 4' 3'- 6' 3'- T 3'- 3' 3'- 0`
G i-3/4"x 0.032' 10' 4'- 1' 3'- 4- 3'- 5' 3'- 1' 2'-10' 10'- 8" 9'-11' 8'- 3` T
it; 4 ' 1000 MPH W. L S11� _1t" 6'- --- 11' 3'-11" 3•- r 3'- 3' 2'-11" 2'x
110 MPH W. 6 S; 7- t --- 2'- �" 3"x o.050'
120 MPH WY L. 51- S" S'-10 6'-10" --- 2'xg x 0.050" EXTRUSION i ti' 10'- 6' 9'-11"
12'-t0' 11'-it` t'- s•-
C6'- 1" S'- 0 5- i 4- T 4'- 3"
3"x 2"x 0.070'
3"x 0.026" 6•
f s c 3 a= 100 MPH W. L 9'- 9" 9,'-11' 10'- 6 11'- 5` ', 5'- 7`' 4'- 6 4- 7' 4' 2` 3'-11" 13'- 8' 12'- $` t l'-
Nb' ti'- 2" 10'- 6' IV
-
g
MPH w L. 8-10" 9- 1' 9'- 9" 10'- 8` S'- r 4'- 2" 4- 3' 3'-i1' 3'- 7"
8' 4'-10" 3'-t1` 4`- 0" 3'- r 3'- 4' NOTE'S: GLASS ROOMS THE AODiT� OF AN ALUMINUM
"fir s 120 MPH W. L. 8- 3" 8'- 6" 9'- 2" 10'- 3' 6' 3'- 8' 3'- 9' S- 3'- 2" FR
i� €' ar `� � 3"x 0.032" 9' EXAMPLE 4'- 5" -PANES THAT ARE DEStGNft
TO 110 MPH WIND LOO
I 100 MPH w L. it'- 6" 11'- 8 12'- 3' 13- 0" 10' 4`- 4' 3'- 6" 3'- T 3'- 3" 3'- O` ABOVE UPRIGHT SIZES MAS THE STRENGTH
110 MPH W. L. 10'- 6` 10'- 8` 11'- 3" 12'- t" tt' 4'- 1 3'- 4' 3'- 5` 3'- 1' 2'-t0' FRAMING IS NOT REOUIREi�j,
tl 120 MPH W . L 9'-10' 10'- 0" 10'- 7` it'- 6" 2"x 2"x 0.093 EXT OR'2"x 3'x0.040` TILT BEAM OR 2'x 3'x0:050' EXTRUSION
j LIVE LOAD: ALL BUILDING TYPES 5'01.
0" 6'- 6 6'- 8" 6'- 0" 5'- 7'
O.H. CONDITION NO O. H. t' O. H. 2' 0. H. 3'0. H. 6' 7'- 4' S'-tt" 6'- 1" 5'- 6" 5'- 1" ANCHOR ALLOWABLE LOADS AND
I k"" ; ,3 ` /-1/4"x 0.026 _-_ 7' 6'- 9' 5'-.6 3'- 7" 5'- Y 4'- 8" ANCHORS INTO WY000 FOR OPEN 14&x LOAD AREA FORAN
�p �/� L L 7- 0" 7- 3' 8- i` g• -71'• 4'-1tY 4'-Its" 4'- S" 4'--15• ALLOWABLE ICAO MAX LOAD
30 r/SF L L. 5'- 9' 6'- 1` T- 0" ---
f � r x 0.032" 10' S'- Ir 4'- T 3•-11` OF ANCH / A (S.F.) O 120 M3.H.
# 4'- 8" 4'- 3• ORS t 2
L L $'- 3" 8'- 6 9'- --- 11' 5'- 5 4'- 4" 4•- 5" 4'- 0' 3'-10' # ANCHORx EMBEDMENT
1-3j L L 6'- 9" 7'- 0" 7'-1 3" 2"x O.OSO' EXTRUSION
DIAMETER
' 0.026. x DMEN
t 8'- 4, --- S' 7•- 5' 6'- 1` 6'- 2" 5'- 7" S'- r / 264//13 S.F. X28#/25 S.F. 7921
20 L L. 7- 4' 7'- 7"
1 4' x1"
t 30 L L 6'- 0" 6'- 4' 7'-11 --- �. g,_ 9 S'_- 8_' S'- 7" 5'- 1' 4'- 9" 1/4' x 1 1/2" 396{/19 S.F. j/
0 1-3/4"x 0.032' 3' S- t 5- 2' 4'- t/4' x 2 1/2" 660// S.F. 792 38 S.F. 1,1
20 L L 8- T 8'-t0' g'- 6" _ 8' 3'-10' 4'- 9' 4-t0" 4'- 5' 4'- i' 3 1t3320j/63 S.F. 1.980{/9
30 L L 7- 0" T- 4' --- 9' 5'- 6' 4�- 1_
��//SSFF 2" 3'-10" �b24 30 S.F. 9
1 i/SF r - 8- 1" 6' 4' 7" 4- 5/16` x 1' 312//15 S.F.
J,
3'x 0.026" 10' S'- r 4'- 3" 4'- 4' 3'-11' 3'- 8' S/16' x 1 t/2` 468//22 S.F. �3g/4S S.F. t, 36{/
C ' t 13 4" 1 -10 14- 6' 11' S•- 0" 4'- i' 4'- 2" 'S'- 9" ,3'- 6' 1/
1 / /r 780#/37 S F.
` : 30.� L. L. id'- 9' i 1'- 0' 114- $` 12'- 4' S 16. x 2 1 >}, #/74 S.F.
Sx 0.032` 3'x rxO.070' EXWUSI�DN
I s �p _ 5' - 4' 6'-10' 6'-t1 6`- 4' 3'-t0' 3/8' x 1" 336#/17 S.F. /1?
P ,I ti r L L 1S'- 1" t5'- 1 7" 16- 6 7- $' 6'- S 6'- s 5'- 9 §:- 4" 3/8" x 1 1/2' 534#/25 S.F. iI,V S.F. 1.602/
L. L. 12'- 3` 12'- 1 -11" 13'- > #/
, t. TOTAL ROOF PANEL WIDTH - Room WIDTH PWS WALL WIDTH PLUS T T- Y S'- 9 S'-10` 5- 4` 4'-11' /2" 890{/42 SF. >tirygp{ S.F. 2,670//
1' 3/8" x 2 1
Y, THE SMALLEST VALUE OF THE HAND LOAD TABLE OR THE LL. TAB Et
9' 6'= 3" V_I" S'- 2 4*- 8'� 4- 4
N , * TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF t0' S-11 4'-t0` 4'-11 4- 5' 4'- C
3105 H-28 ALLOY 11' 5'r- 8" 4'- T 4'- 9 4'- r 3'-11' ANCHORS INTO CONCRETE FOR OPF& BUILDINGS
u WIND LOADS: GLASS ROOMS• UMITY ROOMSi, SHEDS. AND OTHER
2"x 4"x 0.OWx ALT Bf4M ALLOWABLE LOAD MAX LOAD
ENCLOSED SULDNGS / A (IF.).0 120 M.P.H.
i` *a ' . O H. CONDITION NO O.H. 1' O.H. 2' O.H 3"O.H. 5' 9'- 9' 8'- 0" 8'- i' r- 4". 6'-10" j OF'ANCHORS 1
} `s 3'x 0.026" 100 MPH W.L, it'-10" 12'- 0' 12'- 6' 13'- 3' 6' 8'-11 T- 3' 7'- 5' 6'- 9 6'- 3' DIAMETER ANCHORx EMBEDMENT 3
110 MPH W.L. 10'- 9" TO'-il" 11'- 6` 12•- 4' 7' tK- 3• 6'-.9 6-10" 6'- r 5'- 9 1/4" x 1 1/2' 7570/36 S.F. t,5,�4#/ 9 S.F. ?,371//1
' I 3'x o.032" i00 MPH vMPH wi`' 14°--0: >'4 1 � 1'1 _I is-29 a• r_' a' 6'_-3' s"- 5" 5'-xY: 5•= 5"
J8" / 050#/50 S.F.9.
2, 114#/53 S.F. 3.171//15
t 10' W-11, S'-7' S-9* 5- r 4-1a" 3 x i 1 2" i,
110 MPH MLL 12•- Sr 12•-11' 13'- 4' 14'- 1 1i, 6•- 7- .,.4- S'- S' 4'-11' 4'- T 1 2 x 2 1 4 1,
{ x a 120 MPH W.I.. 11'-i1'. 12'- 1" 12'- 7' 13'- 4" _ / " / ` 443{/69 S.F. Zft6j/137 S.F: 4,329#
� LIME LOAD; ALL BUILDING TYPES a
3ktx t1 a,W y 2 x 4"x 0.044x O. &MA
O.H. CONDITION NO O.H. 1' O.H. 2' O.H. 3 O.H. 5' 12'-10' t0'- 5' 0'- 8` 9'- 9 8'-11"
d ff3"x 0.026' 20 #/SF L.L 16'- t" 16•- 2" 16'- 7" 17'- 2'
30 #/SF LL 13'- 1" 13'- 3` 13'- 8` 14'- S'
7' 10-1Q Li'-10' 9'- 0" 8'- 2 7'- r
3'x 0.032" 20 #/$F L.L. t8'- 4" 18'- S" 18'- 9" 19'- 3' 8' t0'- 1' 8'- 3" 8'- 6" 7'- 8' 7'- 1"
q € at t 30 !/SF LL 14'-11`- 15'- 1' 15'- 6` 16'- 1' T 7- r 6'- 8"
i. TOTAL ROOF PANEL WIDTH - ROOM WIDTH PLUS WALL WIDTH PLUS � 10' 9' 1' 7- S" 7- 6" 6'-10` 6. 4"
E' 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L L TABLE GO 11' 8= 8' T- 01 7'- r 6'- 6' 6'- 0'
l IIF AIN,
TABLE 1: MAIOMUM SPANS FOR INDUSTRY STANDARD ALUMNUM COMPOSITE
;' PANELS w/3105-H14/1i-25 ALUMINUM ALLOY SHEATHING dt 1 Aj 1. E SMALLER SPAN MOM THE L L. OR,THE WIND LOAD TABLE GOVERNS:
WIND LOADS
�k= GLASS ROOMS. UnUTY ROOMS, SHEDS. AND OTHER ENCLOSED BUILDINGS.
3"z 0.026" 100 MPH W.L. 11'- 5' 11'- T 12'- 1" 12'- it'
-' �. 110 MPH WL. 10'- 4' 1LY- 7" 11'- i" 13'- 0'
1� +1 q i<ft 120 MPH W.L 10'- �" �lt'- 5"
G "'I 3'x 0.032' 100 MPH W.L. 12- 4" 12- 5" 13'- 0 13'- 9'
110 MPH W.L. 11'- 3" 11'- 5' i i'- 11" 12'- 9'
120 MPH W.L. 10'- 6' 10'- 8` 11'- 3' 12'- 1'
4`x 0.026' 100 MPH W-L. 11'- 8` 11'- 10' 12'- 4' 13'- 1'
( + 110 MPH W.L. 10'- 7" 10'- 10 11'- 4' 12'- 2"
' 120 MPH W.L. 9'- 71" t0'- !" 10'- 8" 11'- T
4'x 0.032" 100 MPH W.L. 13'- 10" 14'- 0" 14'- 5` 15'- 1"
110 � W.L. 12'- 7' 12'- 9" 13'- 3; 14'- 0:
120 MPH W.L. 11'- 10" 12'- 0' 12'- 5 13'- 3
LIVE LOAD (INCLUDES 2 0,/SF DEAD LOAD) ALL BUILDING TYPES
I+ 3'x0.026' 22#/SF 13'- 2' 13'- 8' 14'- 5'
is (,its�.�� 32#/SF t0'-10" 11'- 0' 11'- 6' 12- Ste_
3"x0.032' 22#/SF 14'- 2" 14'- 4` 14'- 9-
15-- 5
a. � �� sj r.,� ; ,3 +E4 "�; 32#/SF 71'- 9' 11'-11" 12'- 5" 1.3*- 2
I, ? s+ 4'x0.026" 22#/SF 13'- 5" 13'- 6" 14'- 0' 14'- 8`
32#/SF i f'- t" 11'- 3" 11'- 9" 12'- 7"
4'x0.032` 22#/SF 15'-11` 16'- 0' 16'- 5' /7'- 0`
° 32#/SF 13'- 2' IS- 4' 13'- 9' 14'- 6"
L TOTAL ROOF PANEL WIOTH ROOM WIDTH + WALL WIDTH + OVERHANG.
a�
2. THE LESSER SPAN OF WIND LOAD 02 ULE LOAD SHAD. GOVERN.
1°
yt G`3
a C Uj
,
TABLE 1: MAXIMUM SPANS Fart ROYAL ALUMINUM SUPER PAN PANELS OF MANUFACTURERS PROPRIETARY SUPPUES MANUFACTURERS �OPRIETARY SUPPI.
�..�°
3105 H-28 lillOY TABLE 1: MAXIMUM ROOF SPANS FOR STRUCTALL BUILDING SYSTEM PRODUCTS TABLE 1 CONTINUED. MAXiMUTA ROOF SP
ALUMINUM COMPOSITE PANELS.'STANDARD PANEL. W/ALUIMNUM SHEATHING MIF FOR STRUCTALL 8lN
WIND LOADS 3105-1,114/H-25.ALLOY 1.0 f EPS CORE+DENSITY
n GLASS R<IOMS. U11UTY ROOMS. SHEDS, k OTHER ENCLOSED BUILDINGS WIND LOADS
a , O.H. CONDITION NO O.H. 1' O.H. 2' O.H. 3' O.H. WINO LOADS
CLASS ROOMS AND OTHER ENCLOSED BUNNGS
s 2-1/2"x 0.022" 100 MPH W L it'- 0" 11'- 2` 11'- 7" 12'- 6" 6"x 0.019' ___NO Q.H 11•_O.H 9'U.
i C0"
110 MPH W.L. 10'- 0' 10'- 2" 10'- 9' 11'- 8" LASS ROAMS AND OTHER ENCLOSED BULONiGS 100 MPH W. L 14'- 11' t5'-
k 120 MPH W.L.. 9'- 4" 9'- 4` 10'- 2- It'- 1" 3"x.0.026" 110 MPH W. L. IS- 7' IS 9- 14'- 2'
1c, 2-1/2`x 0.028" 100 MPH.W.L. 12'- 7" 12'- 9' 13'- 2` 13'-11' 100 MPH W. L 12'- 9" 12- 11 13'- 5' 14'- 1" 120 MPH W. L 12'- 6' 12'-_ 8' 13'- 2"
110 MPH W.L. It'- 5" IV- Y 12'- 1- 12'-11' 110 MPH w L 11'- 8' ii'- t0" 12'- 4" IS- 0`. s'x 0.024"
120 MPH'KL 10'- 8- 10'-11' i1'- 5' 12'- 3' 120 MPH w L 10'- 9" t0'- it' ii'- 6' 1Z'- 4' 100 MPH w L 15'- 7' 15'..' 8'
2-1/2"x 0.030` 100 MPH W.L. IS 2' IS- 4' IS- 9' 14'- 6" 3'x 0.032" 110 MPH w L 14'- 2" 14'-. 4' 14'- 9"
110 MPH:wL 12'- 0' 12'- 2" 12'- 8" 13'- 5" 100 MPH w L 14- 10' u'- 11" 15'- S" 16'- 0" 120 MPH ML L 13' i` 13'- 3" 131- 8`
s } !s y r t 120 MPH.W.L. it'- 3' 11'- 5" it'-11" 12'- 9' 110 MPH W L IS- "6' 13'- 8' 14'- 0' 14'- Ir 6"x 0.032'
2-1/2'x 0.036" 100 MPH W.L. 14'- 2" 14'- 4' 14'- 9" 15' S" 120 MPH W L 12'- 6',. 12'- 8` t3'- 0' is- 10" 100 MPH W. L 16'- 3' 1S'-_ 4- 16'- 9'
Al
110 MPHW.L. 12'-11" IS- t" IS- 6' 14'- 3- 110 MPH W. L. 14'-
i 120 MPH W.L. 12'- 1' 12'- 3" 12'- 8' 13'- r DEAD + LiVE LOAD &OR/SNOW LOAD (INCLUDES 2 //SF DEAD LOAD) 120 MPH iv L. 13'- 8' i3' g- 14'- 3'
ALL BURINNG TYPES - LIVE LOAD ALL BUILDING TYPES
k O.H. CONITION NO O.H. 1' O.H. 2' O.H. 3' O.H. DEAD + LIVE LOAD 4c OR/SNOW LOAD
3"x 0.02s" /� (IN�lUOES 2 //SF DEAD LO
jj
s' if j 2-1/2-x 0.022" 20 j/SF.LL 14'- $ 14'-10" 1S- 3' 15-20" 22f/SF 14'- . 8` t4'- 10' 15'- 3• 15'- 10" ALL + 71fPE5
30 //5F L.L. 12'- 0- 12'- 2" 12'- 8" 13'- 5- 6'x 0.019'
k's I 32//SF 12'- 2- 12'- 'r 12'- 10' IS- 7'
' 2-1/2`x 0.028" 20 //SF LL. 16'-10" tr- 0" 17'- 4- 17'-it' 57E/SF 9'-. 1' 91- 4" 9'- 11' 10'- 11 22//SF 17'- 1" lr= 3' 15'- 7"
30 //SF.LL IS- W 13'-i i' 14'- 4" 15'- O" 3"x 0.032" 32" 14'- 2' 14`t 4' 14'- 9"
r . 2-1/2"x 0.030' 20 //SF L.L. lr- 8" /7'- 9'_ 18•- i- IV- 8" 57" 10'- 7" t0'= 10- 11'- 4'
I
22//SF 1 r- 0" 17'- 2 17- s" 18'- 1'
1 � _
1 . ,s 1 r } Tv
30 /uF.L.L. 14'- S` 14'- 6 14'-11" 16'- T 3211 14'- 2' 14'- 3" 14'- 8" 15'- S 6x 0.024'l 2-1/2'x 0.036" 20 //SF L.L. 19'- 0" 19'- t" 19'- 5' 19'-11" 57//SF 10'- 9" f0'- 10` 1t'- 5' 12'- 4" 22//SF 1r- it' �18'= Do
t8'- 4-
el Mf
30 //SF LL 1S'- 6" 15'- T 16'- 0" 16'- 7" 32//SF 14'- 10' t5'- 0' 13'- 4'
_ 57//SF 11- t` i t'-_- 3- 1 t'-10"
1. TOTAL. ROOF PANEL WIDTH ROOM MIDTH PLUS WALL WIDTH PLUS 6'x 0.032'_~.
,i OVERHANG. TAKE 1: CONTINUED: MA)3MU rt ROOF SPANS FOR STRtJCUt.I BUILDING SYSTCM PRODUCTS 22" 18'- 8" 18'
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LIVE LOAD 32" 15'- 5" 15� 7' 15- 11'
TABLE GOVERNS. WIND LOADS. 57" 1t'- 7" 11'- g- 12'- 3"
k GLASS ROOMS AND OTHER ENCLOSED SUIILDINGS
4'x 0.019" Nb O.H. 1'-O.FL ?'_O.H.
f 100 MPH ML L 12- it' 13'- 1' L3'- 6' 14'- 3"
TABLE 1,: MAXMUM SPANS FOR ROYAL ALUMINUM "W' PANELS OF
110 MPH w L It*- 9" u'- 11" 12'- 5" 13'- 2`
r g, � a, 3105 H-28 ALLOY 120 MPH W. L to'- 10' 11'- 0' 1t'- 7' 12'- 5"
1 4'x 0.024'
P ttk i4 .; a YMND LOADS 100 MPH W.'L. /4'- 6' 14'- 7' 15- 0' 15'- 8"
CLASS ROOMS, UTIUTY ROOMS, SHEDS, &OTHER ENCLOSED BUILDINGS 100 MPH-W. L 13'- 2` 13'- 4' 13'- 9" 14'- 6"
$ + O.H. COHOrT�N NO O.H. 1' O.H. 2' O.H. 3' O.H. 120 MPH W. L 12'- 2" 12'- 4' 12'- 10" 13'- 6'
0.030- 1v PANELS 100 MPH W.L 11'- 8` 11'-10" 12'- 4` 13'- 1- 4'x 0.032'
`«2 110 MPH wL 10'- .r 10'-10` 11'- 4- 12'- 2" 100 MPH X�L 15'- 4 15- 5• 15'- 1O"
r �•;fi 120 MPH W.L. 9'-it- 10'- 1" 10'- 8" lt'- 7"
110 MPH W. L iT- 1f" 14'- 1' 14'- 6" 1S- 2'
0.034' WY PANELS 100 MPH W.L. 12'-11' i3'- D" 13- 6" 14'- 3" 120 MPH X.L. 12'-10" f3'- 0' 13'- S" 14'- .2'
I� 110 MPH wL it'- 9` ii'-11' 12'- 5" .IS- 2'
g 120 MPH W_L 11'- O' 11'- 2' it'- 8" 12'- 6-
{ DEAD + LIVE LOAD Ie OR/SNOW I:flAD ( S 2 //SF DEAD LAAt?)
ALL BIAIDING TYPES - L K LOAD 0.019'8UI1G 'tYf'ES
qH C01t01TWN NO O.H. 1' O.H. 2' O.H. 3' O.H.
22" 14'- 10" 15'- 01 15'- 4 16'- 0"
iIk j I ,1 ; 0.030` WY PANELS ZO //5F lL 1S- T" 1S- 9" 16'- 1` 16"- 9" 32.57 /5F 12'- 3` 12'x- S 12'- 11' 13'- 8'
30 #/SF LL 12'- 9" 12'-i1" t3'- 4" .14'- 1`
0.034- 1Y PANELS 20 /fSF L.L. 1r- 4' 1r- 5' tr- 9 18'- 4- 4;x$024' �- Y 9'- 5 10'- 0' 11'-' co
9i � ',riy' 30 //5F L.L. 14'- 1' 14'- 3' 14'- 7" 15'- 4' 22f/SF 16'- 7' 16'- 9' 1r 1 Tr- 8"
32�/°3F 1S'- 13'- 11' 14*- 4' iV- .O"
1� r 1. TOTAL ROOF PANEL WIINTH • ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG 57 1tY- 4" f4Y- 8° 11'- 1'. il'- 11"
Is } � L THE SMALLEST vALUE OF THE Wn4D TOAD TABLE OR THE LL TABLE GOVERNS 4"x 0.032`
- -
II s���{� , t�� 22//SF 17"- ?` ir- $'; 1 1 7`
32//SF i{- 7' 14'- 9' 15._ 1. 75._ . 9.
°" 57J/SF iw- 1t" 1t"- 1 1Y- 7' 1Y- 5'
-
it
r
li ai
af;
,
P
Y
I _41t3s�I ; t
j
p= hj,aia
} k
DrI „ 14daf
{
TABLE 1: MAxiMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF TABLE 2 MAX ROOF BEAM SPANS FOR CARPORTS, SCREEN a VINYL ROOMS AND TABLE 4: MAX ROOF AREA.FOR ALUMINUM CARi�Sj�T/OPEN 8U1l1NNG POEC
I 3105 H-14 OR H-25 ALLOY OTHER OPEN STRUCTURES W/SOLO ROOFS 6063 T-6 ALLOY FOR ALLOWABLE ROOF AREA USE "AREA" - S.Yx (W/2 + O.H.)
i WIND LOADS: CARPORTS. SCREEN ROOMS, AND OTHER OPEN BUILDINGS EXAMPLE 'S"= r . W 12. k O_H. +- 2' VIUS: "AREA` - 56 SF
{ O.H. CONDITION NO 0. H. t' 0:H. 2' O. H. 3' 0. H. EXAMPLE: FOR SPAN 1' ON DRAMIING USE LOM MAO1H - 'ir'/2 t O.H, MAX ALLOWABLE
2"x 4'x 0.050' TILT BEAM: LOAD , - 74 + 2'O.H. - 9' POST TYPE R200F AREA IN SQUARE
x_O.C126" LIVE + DEAD L WIND LOADS
1 MPH W. L r- 7,- - - LOAD YN1H - W. LL O 22#/5F BEAM SPAN = 7'- 3" MAX HGT. O MAX LOAD PI { SS{/SF 22// too 110.MPH
11 MPH W. L 6g ---
120 MPH W_LL. fi'- 7'- 1" SIZE �� SPAN FOR DESIGNATED LOADS' 3"x 3"x 0.040" ROLL FORMED ••
1-1/4'x�.tlT2" BEAM LIVE LOAD WIND LOAD 8'- 0 7.200 137 327 450 360
I MPH w L aa S5 ss 8g --- LOAD VADTH 22#/5F 32#/SF too MPH 110 MPH 120 MPH 10•- 0" 5.500 100 250 343 275
110 MPH.w. L 7- 6' 7- 9" r - _- /2'- 0' 4,700 85 213 294 235.
" 120 MPH.W.WL L W-io` r- 1" 7-11 - - 2"x 3'x0.050` TILT BEAM OR 2`x 3'x0.050`EXTRUSION
{d Tx 3`x 0.060 ROLL FORMED ••
i-3/4"x 0.026' 5' 8'- t 6'- r 9- 0" 8'- 1" r- 5"
___ 8 7 8'- 6" 7.500 136 341
` _ t
MPH.W.W. L. 7- 7'- $'- --- f• :.t� 7- 6'-t0� - f0•- 0' 6.000 109 273 375 370
Ill
MPH W. 4 6 11 7- --- 12'- 0` 5.200 93 236 375 300
Ill MPH W. L 6'- i' 6'- 4- r� 3' 8' 6'- S' 3' ?ti T- 2" 6- 5" 5-10' 325 233
I 9' 6;- 0 4'-11 6'- 9' 6'- 0 S'- 6"
t 1-3/4'x 0.032` ___ 14Y 4'=0 6'- S' S- 5'- Yy S x 3'x 0.060" SCALLOPED •
§ t MPH
L 8 --- 11' S'- 5- 4'- 5" 6'- Y 5'- 5 5- 0 11'-10" 8,640 157 392 4 366
t MPH W. L T-101; 8S- 9 4t 14'- 0` 7.330 133 333 432
120 MPH.WL L r- 1 - 5 8'- 2 --- f2' S'- 2" 4•-.3 5'-to` s- 2` 4" 1s•- 0" 6.120 111 278 382 306 -
*; „ 3`x-0.026". Yx 4"x 0 050 z TILT.BEAM 3x 3"x 0.90' TUBE •
{ C i MPtI W_ L 1 - 1 IT- 1 - 1}- ,� 5 9'- 9" 8' 0 10-if" 9'- 9' 8•-it'
j I it MPH W. L 11- 9" 11;11„ 12- 5" t3- 2 6' 8'-11' r- 3" 10- O' a'-t1" a'- Y 11'-t0' 12.960 23s 589 8t0 s4a
1- 10-11 11'- 5 12- 3" - 3` 8'- 3' T- 6` i4'- 0' 11.070 201 503 697 554
h £ 3'x-0.032". r- 0' 16'- 0' 9.180 167 417 574 459
'Al '{ y c 1 MPH W. L 1 - C; 1 - gg 1CZ- Q, 1C_ Z 9' EXAMPLE 7'- 3" 1S'-1� 8- 1. 7'- 6'- 8 ',fix 3`x 0.125" TUBE -
>! { i MPH w L t 11 14; 0� 14- 15- 1 10 6'-ti` S; �, 9„ 6'-t1 6'- 3$ 13'- 3" 13,500 245 614
i MPH.W. L 12'- 8" 12-10` 13'- 3" 14'- 4" it' 6'- 7' 5 4 -. 4 6'- 7" 6•- 0' 844 675
LIVE LOAD.• ALL BUILDING TYPES t2' 6'- 3" 5- 0 7- O' 61- 3' 5'- 9' 14- 0` 12,000 218 545 750 600:
t n' O.H. CONDITION NO 0. H. I' D. H. 2' O. H. S 0. H. 2`x 4"x 0.044"x 0.120` S.M.B. i6'- 0` 8.000 145 364 500 400
' , 1-t/4'x_O.C126' 5 12'-t0" t0'- 14- 4` t2'-10' 11'- 3" 4'x 4`x 0.125' TUBE
20 #/SF:L L r- 0 r 3" 8'- 1" _-- 6' 11'- 8" 9'- 6' IS-111 11'-,r 10-. 8' 15'- Sr 23.280 423 X1.058 x,455 1,164 9
i { 30 {/Sf L. L. 5- 9" 6'- 1" T= O" 7
IV-10, a'-is" 12'-'t' t0'-10" 9'-11` 18'- 0" 20.712 376 941 h.294 1,034 IN
1-1/4-x-o.C132` 8' io'- i" 8'-.3" it'- 4" 10'- 1` 9'- 3' 20'. (Y' ta.430 335 838 7,i5? 922 .
--- 9' 9•- 6' r- 9" 10'- 8` 9•- 6" a'- a" .. ALLOY 3105 1T 6
aiP20 #/SF L L. 8'-:3" 8' fi" 9'- 2" . ALLOY 6063 T-6
30 {/SF L. L 6'- 9" 7'-. 0" r-10" --- tV S'- t" 7•_-g" w- 1' 9'_ i. 8•. ',f'
p I-3/4"x 0.026" ti' a'- 8` 7'- 0' 9'-. 8" 6'- 8" 6-10 I. THE SMATTER ROOF AREA OF LIVE + DEAD LQ�p AND �q LOAD SHj
9 �, I
! 20 #/SF 1 L 7'- 4" 7'-. 7" 8'- 4" --
30 1. L 6'- O" b' 4" r-it- --- 12' 8'- 3' 6' 9' 9- 3 8'- 3' r= 6" TABLE 5: ISOLATED FOOTINGS
! r` #/ 2`x 5`x 0.CO50 x 0.120' SMB MAXIMUM ROOF AREA IN SF FOR CARPORT POST-1w ISOLATED FOOTING
' 1-3/4"x-O.4mll 5' IS'- r 1:- 4' i6-i1' iV- 2' IS-/0' FOR BELOW LISTED f
r' ( •i 20 #/SF L. L. 8'- 8-10 9'- 6 --- fi• 13'-10` 11- 3" t5 _fi` 13'-10 12" 8" FOOTING TYPE h SIZE 100 MPHDOC1TY UPLIFT l0
th L I 30 //SF L L T- 0" 7-. 4 8'- i" r 12'-10` t0'- S` t4 4' 12'-10 11 8' �0 MPH 120
N Ct, 3x-0.026". 8' 12'- 0 9- 9` IS- 5" 12'- 0' 10'-11" POURED CONCRETE
' 20 {/SF L L. t3-.3 t3- 4 13'-10 14'- 6' 9' tt- 3' 9;.r 12 8" 17'- 3" 1C- 4" 1'-0X 1'-O`X t'-0" 29 -25 21
s ; : 30 {/SF L. L. 10'-.9" II,--o' fl'- 6" 12' 4' 10 10'- 8` 8 9' i?,'- 0` 10'- 8" 9'- 9' i'-4'X i'-4`X 1'-4' 86 72 61
N ' i_, a I ,c f 3'x 0.032". it' t0 3" 8'- 4' it- 5' 10' 3' 9'; 4, t'-6-X I'-8'X 2'-0 163 1}36 iib
20 {/SF L L. IS'- 1" 15'- 2' 15'- 7" i6'- 2" 72' « 9'- 9" 8'- a" 10'-il' 9'- 9' 8-it t'-8`X 1'-S'X 2'-0 187 1#5b 134
30 #/SF 1.. L. 12'- 3` 12' 5` 12-11' IS 8" rx ¢x 0.040"x 0.1 - t'-13`X C-6"x 2'-6' 275 ?,139 196
" 1. TOTAL ROOF 'PANEL WIDTH = ROOM VADTH PLUS WALL VADTH PLUS OVERHANG. 5 tr-w2" 14 t9- 1 1S- " r-0X 2'•-0"X 2'-0 346 2gg 257
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. 6' 15'- 8' 1Y-.>Y tr- 6" 15- " 14'- 2'-6"X r-6'X'2'-6' 463 ;3g6 331
r i4'- fi" 11-1C t6'- r 14'- 6` 13'.- 3'
TABLE 1: M000M M SPANS FOR STANDARD ALUMINUM ROOF PANELS OF a' 13'- r 17'- i' 15'- r t3- r t2'- 4' PRE-CAST SLAB w/80{ SACK-CRETE do eACICFp� OVER SLAB
{ N 3105 H-28 ALLOY 9' 12'- 9" 101- 5- 14'- 3' 12'- 9" it'- a` i'-4"X 1'-4'X 2'-4' 117 `97 36
3{ WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUI DINGS 10' 12'- 1" 9'-1t" 73"- r 12'- 1` 11'- i"
I l 3 O.H. CONDITION NO 0. H. 1 O.H. 2' O.H. S O.H. 11' ti'- t 9'� 'S' !2` 11`" 11'- 7' 10'- 6`w ANCHOR ALLOWABLE LOADS AND MAX LOAD ARE�4k FOR ANCHORS
1 3' x 0.026' 100 MPH W.L /S'-11' t6'- 1'_ i6'- 5' 17'- 0' 12' tLY- 3 9- 0' 12'- 4 10'- 3" 10�- 1 ANCHOR$ INTO WOOD FOR OPEN BUILDINGS
110 MPH
WL 14'- 3" 14'- S` t4 10' 15'- 6 rx rz 0.06rx 0.120' S M B
r x 0.032' i00 MPH W.L. 18 10'" 183-11 19 3� is, 94 7 16'- 6" 13'x- 5' 18'-1S" t6'- 6` IV 0' AL�IA)WABLE LOM /MAX LOAD AREA (S.F.) O 12& M.P.H...HANO LOAD
li}N3 110 MPH W.L. i6'-10' 16'-ii"� 1r- 4 17'-Il' $' 15'- S' 12'- r ir- r t5'- 5 14- 1' {OF ANCHORS i 2 3 4
120 MPH W.L. 15'- 4' IS'- 6' 15'-11' i6'- 6- 9' 14'- 6' 11'-7l1' 16'- 3` 14- d 13'- 3" DiAiEIM ANCHORx EMBEDMENT
$ LIVE LOAD: ,ALL BUILDING TYPES t0' i3'- 9" it'- 3' 15'= S" IS- 9` t 9`
O.H. CONDITION NO O;H. i' O H.. 2' O.H. 3' O.H. t1' t3'- 1' 10'- 9' 14'- 8' 1S- t' 17 0' t/4'-x i' 264#/13 S f. 52a{/25 S.F
- 7�2{ S.F. 1.
y 3' x 0.026' 2O#/5F LLL i6'- 1" 16'- r i6'- r 1 r- 2' 12 I f- r to- r 14'- 1" 12'- 71 it'- 6' i/4' x 1 1/2" 396#/19 S.F. 792#/38 S F. />.i j S.F. 1.'594#
LL t3'- t" 13' S t3'- 8' •14'- 5" t3' 12'- 1' 91+10' 13'- 6' /2'- 1' 11'- 0" 1f4' x 2 1fr "Al SF. 1,320#/63 S.F. 1,gBp#/ S.F. 2.6'14{
30# i4' 11'- 0 9'- r t3'- 0` it'- a" 10'•- 7'
ii 3" x 0.032' 20# L.L. 18'- 4" 18'- 5` 18'- 9' 19'- 3"
_ 3 30#/5F.LL 14'-11' 15'- i" 13- 6" 16•- i' rx rx 0.06rx 0.135' S M B
k 6' .113 4` tY 20- 6' 18'- 4 t6' 9` 5/i6` x /' 3120/15 SF. 6240/30 S.F. 936//45 S.F. 1.2
- 1. TOTAL ROOF PANEL WDTH = ROOM WIDTH PLUS WALL VADTH PLUS OVERHANG, 5/'16" x t 1/r' 46a#�2 S.F. 936#/45 S.F. 11.40#{/g7&F. IjM
r 1r- O" IS-11 IV-V 1Y' Ir 0" 15'- 6'
j � 2. THE SMALLEST VALDE OF THE WAND LOAD TABLE OR THE L.L. TABLE GOVERNS g 15'-H" 13'- 0 17*- Sr i5'-i1' u'- 6' 5/16' x 2 1/2' 780#/37 S F. 7.560#/74 S f• ,?1,3{0//111 S F. 3.121
TABLE 1::MI1XIMUM SPANS FOR INDUSTRY STANDARD ALUMINA COMPOSITE ROOF 1012.6
g' 14'-10" - T 5 ftg 14- 30 i�- 4Y" 3/B` x 1' 336#/17 S.F. 712#/34 S.F. 1
If p I,„ * PjkNELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING k 1.01 EPS CORE III IS- r tip: 1` IV- 2" 13'- r 12'- 4` 3/8' x I ifl' '534#/25 S.F. 1,068#/51 S.F. 1068//34 SF. 7.424#
�; WiND LOADS IZ 13= 0 10- 7` 14- 6' IS- 0" It* t0" 3/8'x 2 1 42 S.F. 1.7x0#/85 S.F. �'�#n6 S F. 2,136#
CARPOR $. '#LEEN ac VINYL ROOMS. AND OTHER OPEN BUILDINGS. IS t2'- 6' td`- r 13'-1T' 12'- 6' it's- 5' � �#/ x.670#/167 SF. 3.
O.H. CONDITION NO O.H. 1' O.H. 2' O.H. S O.M. 14' 1t'- r 9'-10 13'- 5` 11'- r 1o'-i1'
3'x 0.026" 100 MPH W.L. 15'- 4" 15'- 6' 15•- 10- 16'- 6` rx 8`x 0.07rx 0.224' S.M.B. ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
p 110 MPH W1. iS- 9" iS- 11' 14'- 4 iS'- 0" r 21' 9* 1 24'- 4 21'- 9' 19-11"
y 120 MPH;W.L. 12'- 6" 12• 0 13'- - 2- 1S- it` 8' 20r- 4 1 - 2?,'- 2Q'- 4 11 - 7«' ALLOWABLE LOAD /MAX LOM AREA (S.F.) O 72k M.P.H.. WAi D LOAD
3-x 0.032" 100 MPH W.L. 16'- 8' 16'- 9' i r- 2' t r- 9` 9' 1 - 2. f5- 21- b i - 2, i OF ANCHORS 1 2 4
0' t DIAMETER A1K310Rx EMBEDMENT
3
110 MPH. W.I.W14'- 11" t5'- 0 15- 5" ib'- 1` 2, -
I { 120 MPH. W.L. IS- r iS- 9" 14'- ' 2' t4'- 10' 71' ir- 4 /4'- 19'- S 1 •- 4 7S'-10'
r { I N t2' 16'- 7' 18'- T i6'- r 15'- y 1/4" x 1 1/2" 757#/36 S.F. 1.574#/39 S.F. 2,1.271#/108 S.F. 3.028#
4`x 0.026` 100 MPH W.L. 15' 8" t5'- f0" 16'- 2" 16'- 10` 13' 1( 0" t 0� 1r-10" 16'- 0 14'- 7"
,r a iI 110 MPH W.L. 14'- 0` 14'- 2` 14'- r 1S'- 3' t4' 13'- 5" 1 - T Ir- 2` 1$'- V` 14'- 0` '•3,171#1151 S.F. 4.228/
^, 120 MPH W.L 12'- 10" IS- 0 13'- 5' t4'- 2" 2"x 9"x 4.072«x 0.224' S.M.B. 318' x 7 1/2' 1,050#/50 SF. 2,114#/53 SF.
y 4"x 0.032" 100 MPH W.L. IV 8' 18'- 10" 19'- 1- 19'- r --T`-y
ke T O 24- - i
I t' 110 MPH 4-
W.L. 1b'- 9' 16'- t0" ir- 2` t7'- 9" 8. 2'- 1 - 2"5'- 3" 22•_ r _ 1/2' x 2 //4' 1.443#/69 SF. 2.886#/137 S.F. 44.329#/'206 S.F. 5.772#
N , 120 MPH W. 15•- r 15'- 4" iV- 9" 16'- 4'
,..„ 9• 2i'- 4" 1r- 5' 2x-10' 21'- i" 19- 6
LIVE LOM (INCLUDES 2 #/5F DEAD LOM) 10. 20'- r 16'= Ir 2Y- 7" 20'- r la'- 6" THROUGH BOLTS POST TO BEiM FOR OPEN BU1L1%G
ALL BUILDING' TYPES 11' 19'- 3" IV, 9' 21•- 6' 191- 3" ir- r
3'x 0.026' 22#/SF 1S- i' IS- 2" IS- 8- 14'- 5' 12' t8'- 5' 15 1' ZO'- 8' 18- S" 16'-10' ALLOWABLE LOAD MAX./ LOM AREA (SX.) O 1� M.P.H. Witte LOAD-
t w : 32{/5F 10'- 10` it'- 0" it'- b" 12'- 5' 14' 1r- 9" 14'- " 19'-10" ir- 9` 76'- 2 ANClNORx11ENGtH POST THICKNESS 11 ki;i _" 3"x aO32' 22{/SF 14' tr- 1` 13'-17' 19'- 1" t7'- i' 15'� r ( # 1/2'
§ 14'- 2" 14- 4" 14'- 9` 15'- 5- « •
rx 9"x 0.072 z 0.310" SMB
32#/SF 11'- 9" 71'- 11' 12- 5" 13'- 2" 7• 26•-11- 21-11` - 1 26•-11" 24'- 7"
i' i° wM • 4'x 0.026' 22{/SF 13'- 5" 13'- b` 14'- 0` 74'- 8' 8' 25'- Y 20.- 6' 28'- 2: 25,- ?; 27,'-11' 114" x t+t/2" 2356#/112 S.F. 4,712#/211333 SF. 7.0680/336
I j [ 32#/SF 1t'- 1- 11'- r it'- 9` 12'- 7- 9' 2 '- 9' 19%_ 4" 26`.- 6" 23,- 9 2� 8"
a' 11 ; 4'x 0.03r 22#/SF iS'- tt' 16'- 0' 16'- 5` tT- 0' 10' 2 - 6' 18'- 4" 2�'- ? 22- 2Q'- ¢ 3/8" x !+i/2` 5.300#/252 S.F. tQ600#/SSOS S.F.
32#/SF11' 21- S" 1 T- fi" 24- 0 21- S 19- 7
h s t 4 13'- 2' 13'- 4` IS- 9' 14'- 6" t/r x tti/2` 9,426#/449 S.F.
12 20'- 6" 16'- $ 2 I i" 2Q'- 6'
ti I s „ 1. TOTAL ROOF PANEL WIDTH - ROOM WIDTH + WALL �WD114 + OVERHANG. 13' 19'- 9" i6;- 1 2 1" 19- 9` 18- 0
2. THE LES'ER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. 14' 19'- 0' 15- 6' 21'= 3" 14'- 0' i r- 4'
Ell yO
la; flflHill]111,313111
I �
MANUFACTURERS PROPRIETARY SUPPLIES
TALL;BUI pNG SYSTEM PRODUCTS
I L- MAXIMUM ROOF SPANS FOR $TRUC
ALUMINUM COMPOSITE PANtLS ST PANEL W/ALU_MINUM SHEATHING
TABLE 1: MA70MlAi SPANS FOR ROYAL J1(1)wINUN SUPER PAN PANELS OFWMJ
LOADS H14/N-25 ALLOY 1.0 'EPS DENSITY
m ' 3105 H-28 ALLOY
I� a '+ 1AiN0 LOADS
Ic v1Nri ROOMS, CARPORTS. AND OTHER iOPEN BUNDIMtGS
CARPORTS.:S Ntm & VIJri ROOMS, & OTHER OPEN BUILDINGS ,Ic 0.019' *!Q_O
1 I OH coN01TKNJ wo O. H. i' O. H. 2' O. H. 3 0. H. 1� MPH W L 14'- T 14- 8 iS- 1" 15'- 9`
all V 2-1/2"x 0.022 - 11� MPH W. L 13'- 4' 13'- S` 13'- iY 14'- X
+a h, 100 MPH W 1'_ 14'- 9" 14'-1t` 15-- 4' 15'-11 1� ISH 1Il L 12• 4` 12' 6 tY. 11' 13'- 8`
9s 1t0 MPH W I.. 13'- 3" IS- 4' 13'-10" 14'- 6' 3',' 0.024'
Ii t2'- 8" i3'- 6"
120 MPH•W. IL 1Y- 1" 12'- 3' 1 0 MPH W. L tr-. 9` 17'- 11" 18'- 3" 18'- 9`
! 9 5 2-t/2'x O:OS!8" 1tt9 MPH W. L 16'- 3" 15'- 4" 16'- 9` tr- 4`
i Aa 100 MPH W. IL 18-N" 1T- Y tr- 5` 18'- 0` MPH W. L 15- 0` 1S- 21,
i5- T 16'- 2`
710 MPH W. I- 15' 2` t5- 3" 15'- 7` 16'- 4" 0.032"
} 120 MPH W. L 13•-t0` 14'- 0' 14'- 3` 15- .1 tt
WH W. L 20' 7` - 9" 21- 0` . 21'- .6"
2-1/2"x 0:0 f0" 111(Q MPH w L 18' t0" 113•- 11` t9 4` 19'- t0'
r 100 MPH W. L. 1r- 9" 1r-1o' 18'- 2' t8'- 9" 1 w L 1r- S' iT- 6" t 1r 10' t8'- 6"
110 MPH W 'L 15-1t' 16'- 0" 16'- 4` 1T- 0" WAD + LIVE LOAD do OR/SNOW LOAD (MKLUOES ? #/SF DEAD LOAD)
E 120 MPH W. L t4'- 6" 14'- 7" 15'-0'
15'-.8' BALDING TYPES t
2-1/2"x 0.036" 0.019• -
u � 100 MPH W. L 19'- 1" 19'- 2" 19'- 6" 20'- 0' �!/ 12'- 0" 1?'- 8
1t0 MPH W L tr- 1' 1r- 2' tr- 6" 18'- 0" 3 // t0'= 0'_ t0'- 9 io'- s"' it'- 8`
120 MPH L 15- 7" 1S'- 8" 16'- t" i6'- 8" O#� 7- 6 7-
W. 9 8' 6` 9' 7'
p 4x I +r _ -
I I �r C TYPES - UVE LOAD �rx/ 4" 14'-
ALL 8 1#'-1 1 3 IS- 10
4 ALL t3UL11Gh
O.H. CONOIT!'DN NO O. H. t' 0. H. 2' O. H. S O. H. 12'- 2" 12- 4` 12- 10' 13'- T
1� a 2-1/2'x 0.022" //` 9'' 1- 9•- 4` !i'- it' t0'- 11`
?0 #� L 1'_ 14'- 8" 14'-10' 15'- 3" 15-t0` 3Yx 0.032" -
30 //SF L I'u 1Y- O" 12- 2" 12'- 8 t3'- 5' 17'- 0" tT- 2 t7'- 6`
jI t8° 2-t/2"x 0.028" 14'- 2' 14'- 3• 14- s" iV- S`
20 #/SF L IL. 16'-10` tr- 0: 17'- 4' tr_it" V#/5F 10'- 9' t0'- 1<r 11•- 3` 1Y- 4'
@; i Fitsa' 30 #/SF L. 'L 13•- g` 13'-it 14- 4' 15 0'
2-i/2'x 0.030" _ VYO� LOADS
l ;SCREEN Zc VINYL ROOMS„ CARPORTS, AND Om
OPEN BUIDIPIGS
I;, 20 Sr L L 17'- 8 17' Sr9' 18' i 18'- 8 X 0.019' NO i
`' 3a 'I 30 #/5F L L 14'- 5" 14'- 8 14'-11' 15'- 7' �lOp MPH W. L t8•-_0" iV- I { �g• IV-
11'
_ IsIO MPH w L. 16'- 5" 16'- 16 ttt'- It" 17'- 6'
2-1/Z"x 0:036" 1t�0 MPH W .L. 15'- 2" 15- 4' 1S'- 8'
{ _ 19'-it' 16'- 4"
20 {/SF L. L 19'- O" 15'- 7" i6- 0 T6'- 7' 41 x 0.024• �:- 0"
30 #/SF L: L. 15'- 6' -
'a' , 1. TOTAL ROOF PANEL WIDTH ROOM WIDTH PLUS WALL WIDTH PLUS i100 MPH W L IV- 3` 30'- 6 21'-
C J,' - , t410 t�H W. L. iS'- 4' 18'- 6" 18'- 9" 19`- 4'
2. 7t UAU t EST VALUE OF THE 1NIND LOAD TABLE OR THE LIVE LOAD yt3p MPH W L 17'- 0` 17" 1' i 17` 6` /8''" 0" -
+ s r'Ia TABLE �ZOVERNS. 4{'X 0.032 __--. -- 2
q IM MPH W. L. 21'- 4 - S 19'- 10" ZO'- .4-
1110.r
a i 1110 MPH W.1. 19'- 5" t
120 tr1PH M4 L 18'- 0" t8_ 1' 18'- 5' 19'- 0•
Ta t
3+ J PEAO + UVE LOAD &1)R/SNO1M LOAD(l1CLk10E '2 #/SF DEAD LOAD)
,a TABLE 1: MAMMUM SPANS FOR ROYAL ALUMINUM "W' PANELS OF ALL BUI.DW TYPES
I 3105 H-38 ALLOY 0.019 ._ - 18-
ad' 14- 13 12' ; 15 4
Ir '
a iI WAND LOAD: /
CARPORTS. SCREEN 8 VINYL ROOMS. &OTHER OPEN BUILDINGS 47#/5F 9 Z' 9'- 5 ttY- 0' 11 0
II;, O.H. COM1 ON NO OL H. 1' O. H. 2' O H. 3' 0. H.
e1"x 0.024' .- 7- 16'- 9', 17'- 1' 17'- 8"
0.030` W PANELS 13'- 11 14- 4' 15- 0.
100 MPH W. L2` 16'-10` 9` .
u
l J 110 MPH W L 14'- i` 14'- 2` 14'- T 15'- 3' 57
I r) 120 MPH W. L t2'-10` 13•- 0` 13'- S 14'-"2^ A!X 0.032'
01� 1r- T
Ii i3 f OO MMPH w.AL LS t7•- 5- 1T- 6` 1T-to" 18•-.s- 14•- 7" 14•- t3•- i� 15'- g'
,,,,< 110 MPH W. L 15- 7' 15- 8` 1T-10` 16'- 1' �7//SF 1� it" it•- 1 11'- 7" 12'- 5"
I 1 j ; " 120 MPH w. L 14'- 2" 14'- 4" 14'- 9" IV- 5` IpFAp + IJNE LOAD lc OR/SNOW LOAD{ 2 /f 5F OEAf?LOAD)
ALL E�01NG TYPES
ALL BUI01lIG TYPES - LIVE LOAD 6`X 0.019`
I� '€ 1' 0. H. 2' O. H. 3' 0. H. _ 1r-
NO 8'- _
6 O.H. CONDITION NO O..H• it 1" 17' ir- 7" 1 2'
0.030' W PANELS t4_ 2' 14- 1#'► 9 iS-. S
i4q�'s 20 #/SF L L. 15'- Y 15- 9" 16'- 1` 16'- 9` t�_ T 1(�'- 1 11'- 4-. 1Y- 2`
30 #/SF L L /Y- 9" 12'-11' 13'- 4' 14'- i` 57//SF
6 ,a I�; 0.034 W PANELS 22#� #� ir- 11 18•- 8 18'- 4" t8- 10,
3s#/5F i4- 10' t5'- 0' 15- 4 16'- 0
(s 11 20 #/SF L L. tr- 4 tr- 5" 17'- 9" is' 4" 37#/SF tt'- i- 11'- 3' 11' t0" 12'- 7`
' , 1 t 30 #/SF L L. 14'- 1' 14'- 3' 14'- 7" 15'- 4"
'� �f i3 `a q 1. TOTAL ROOF PANEL WIDTH . ROOM VA0TH PLUS WALL 1MDTH PLUS -
a f; OVERHANG 22#/SF is'- 8 i - 9 19- 1V-7`
2 THE SMALLEST VALUE OF THE HAND LOAD TABLE OR THE LIVE LOAD 32#/SF 15'- S' 15'- 7' 15- It' IS-
7"
TABLE GOVERNS- 57#/SF IV- 7" It* 9' t 2'- 3` 13- O"
Sa N & AND OTHER OPEN BUILDINGS
SCI EN d�VINYL ROOMS. CARPORTS, _ S
�'_O.H.
,6`x.0.079 ,.------NO- _O.H._
g. 20'- 10" 21'- 1' 2t'- 7- _
too MPH W.-L. 20'-
qa 110 MPH W. L. t8'- 11" 19'- O' 19'- 4- - 10'
E a . 17'- Is*- 01 1S'- 6" -
120 MPH W. L
'1 100 MPH W. L. 21'- 8 21'-
V_ 9' 22'- t' 22'- 6_"
110-MPH W L.
19'- 9` 1 11' 20'- 2' 20'- 8
t. �- 1 _ 3"
.` - t
9' 9'
4` 18• 5' 8•-
��3 I � 120 MPH ' L.
ta'
6'x 0.032'- -_�
100 MPH W. 1. 22'- T 22'- 8`� 22'- 11 23'- 4"
110 MPH W. L. 20'- 7` 20'- 8 21'- 0` 21'- 6"
i' 120 MPH W. L. 1 19'- 6` 20'- O"
19'- 1" 9'- 2'
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