276 Camelia ALUMINUM PAN/POLY ROOF & WALL DETAILS REV9&00Ns
ATTAiRHEEDD TO EXISTING STRUCTURE OR fifth WALL WHERE 2001 FLORIDA BUILDING CODE SECTION 2002 MAY 13 2002
MAY 28,2002
j II IIPLAN EFFECTIVE MARCH 1,2002 AUG.9,2002
SIDE II ALUM.ROOF II 3"INTERLOCKING RISE CONTINOUS EXTRUDED HEADER FASTENED 120.0.
II PANELS POSTE II e� 2f2o 2x POST TO BEAM CONNECTION E ROOF FASTENINGS PAN OR POLY (SEE STRUCTURAL CONNECTION DETAILS)
OVERHANG II SELECT TYPE E BEAM OR 11 T 45CREEN BREAKFORM FLASHING
(SEE STRUCTURAL CONNECTION DETAILS) rPAN
UMINUM ROOF
II A5 NEEDED WHEN ELS
SPANS SHEET FRAMED II ROOF ATTACHED TO EXTRUDED EXTRUDED I III
EDGE BEAM EXTRUDED FACIA
2 of 2 c��REENED II FACIA FACIA rGL97ER
I ! WALLS I =MIN,1/4
PER FOOT
JL _ ______ _ _ 1I_ w 24
ROOF 0 POST TO H m
2x2 1x2 1x2 1x2 1x2 1x2 o
OVERHANG BEAM CHAIRAIL m W
EAM CANTILEVER FRONT OVERHANG CANTILPVER CONNECTIONw =
8 SEE Q Z -
PLAN VIZW AITACN6D 8C!lR6N AR00 MTi0.(A>�MZT a CSTRUCTURAL
ONNECTION
SCREEN OR d e( d Id DETAILS)
MCKPLATE
2Q 2>Q x « yQ " 27Q " 2x2 2x2 2x2
24
2'MIN. « « O o C
I I 7
EDGE\ v, ..0
OFFSET \\ Hd 1x2 14 1x2 1x2 R # c
OVERHANG 1x2 UQ 1x2 1x2
24
ALUM.ROOF TYPICAL 1_001 �> t�
PANELS 2 x el HOLLOW ALLOWED FOR I.Z c a d
c'i NOTE: MAX.WIDTH PER SIDE WALL SCREEN PANEL 15 8 FT. O 0
SELECT TYPE E DOOR JAIVB5(NOT TO EXCEED T 2x POST BASE CONNECTION J W
POSTS E (SEE STRUCTURAL CONNECTION DETA LS) e O
SPANS SHEET 0 HEIGHT).SEE TABLE-G SHEET-2 = I'x8'x.093 FLAT BAR w/(3)#I TEIC9
2 of 2 BEAMS FOR P05T SIZE t ADD I x 2 TO ' y
SIDE FOR DOOR JAMB, TYPICAL CABANA/SCREEN ROOM ELEVATION /a x 4'THRU-BOLT w/I I/4" 2 x 2 x.125
FENDER WA5HER 12' #10 x%4 ANGLE w/(2)
SIDEf III - O.C.FOR POLY ROOF TEK5 12"
OVERHANG = _ ______ ______ _ = O.C. I/4 x 2I/e'
3•INTERIOCKING SCREEN THRU-BOLTS
BEAM STRUCTURAL CONNECTION DETAILS OR POLY-ROOF ROOF THRU BEAM
CAN'm EVEREDGE BEAM SPAN BEAM
PANEL BEAM NTILEVER TH )V4X I V4 I
O TO GUTTER w/FASTENED2 OR 2x2 2" O . ANGLE SIDE
3"x 12"PAN
/4 x 4"LAG BOLT 121 TEK SCREW 24"O.C. %4 x 4"THRU-BOL 2 x 2 x INTO GUTTER
PIAN VIIC'W FREE STANDING CARPOFT 4 x 4"BOLT 24"O.C. OR (3)#8 x n ANGLE
V4
1" WASHER FOR y2 HER 24�R w/#50 xx @ O4'O.C.4
O.C.wl 1 14"FENDER
w/I 4 FENDER POLY-ROOF TEKS EACH
WASHER FOR ROOF PAN rEKS I2" V ON 1 x2
POLY-ROOF
Po POC O.C.FOR
O O (3)#e x%2"TEKS EACH (PAN ROOF (3)#8 x y2' 3'S 12"PAN FOR POLY-ROOF O.C,FOR SCREEN
ROOF PAN FOR TEKS EACH OR NON-INSULATED POLY ROOF CHANNEL
4x4 POOSTx3 OR NON-INSUUkTED ROOF NLINTO �POST ROOF PAN POLY-ROOF ROOF 3"x 12" (Tl I'IGAL)
3x3 OR 4x4 POST FOR PAN t=.125-+ - (2)y x 34, J w
NON-INSULATED 2 x POST /-OR (3)#8 x J/2'TEK5 EACH THRU-BOLT @ O
(2) /4 x 212" BEAM USE ROOF OR 3 x 3 POLY-ROOF ROOF PAN FOR NON-INSULATED ROOF EACH POST
(1) I/4 x 3/2" 4 x 4, POST SEE TABLE
1/4 x 3%2" 2"x '.OR 2"x4"HOLLOW THRU-BOLT G x 6 EXTRUDED GUTTER A 2"a7"BEAM DETAIL
n ® ��� i x2x.0625 U CUP w/
2x2x
j SCREEN CHANNEL OR 2 k2" ` NOTCHED
ANGLE w/ (3)#8 x J/¢TEKS EACH
OR �� x THRU-BOLTS(2)� SCREWS OR(2) A ROOF PAN FOR
HOLLOW MATED TO I"X2" NOTCHED (4)#I OxYe'TEK VV L"
A x`�/2" SCREEN CHANNEL w/#I C x2" TO #I 0 x y4 x 4'THRU-BOLT w/I�4"
THRU-BOLT5 5.M.5,@ 24"O.G.(I NO E THRU EACH fie°
j 2'k2'®2'k3"EDGE BEAM) POST RECEIVE #10x2"INTERNAL TEKS 12" FENDER WASHER 12" NON-INSULATED ROOF
2"BEAM SCREWS FROM Ix2 O.C.FOR POLY ROOF
(I"x2"t 2"x3"«2"x4"EDGE
rCORNEP POST 2 x 2 2 x 2 x.125 (POST TO 2x2 PURUN O.C. 2 x 2 x.125
BEAM) POBTx2 OR 22 Or IN NAP UNE ANGLE w/#I O x S/e" 2 x WIDE /� CAN BE SCREEN ROOF BEAM
JFOR 3'INTERLOCKING ANGLE wi(2)
TEKS POLY-ROOF
O.C.FOR BEAM SEEULE � POLY-ROOF OR POLY-ROOF I x5x2x.125' /4 x 21/'
NOTCHED (G),(T),OR(E)EXTRUDED GUTTER PANE ANGLE w/ THRU-BOLTS 3p
x 4"LAG BOLT wl I f/4" TO (1)#12x%4 THRU BEAM %s-
FENDER
(�
ALUM.POST CAST BASE a/(2) 2 x 2 x.1 25 ANGLE EACH `_ (Y'
FENDER WASHER 12" Q CENTER 5UB-FACIA TEK INTO E{I)AX 1 3/4'
%4"x 2%z" DRIVE PIN5 OR %4 x 2 SIDE OF POST In/{I) �/4"x 21/2" O.C.FOR POLY-ROOF 3'k 12"PAN ALSO)
REQUIRED GUTTER UP THRU BOLT cm
%4"TAPCON5 OR %4"x 2%4" DRIVE PINS ORA x 2 1/4" OR E F WHEN ON EACH
CONTINOUS EXTRUDED
I T-BOLTS TAPCON5 OR Y"x 2/4"T-BOLT5 (3)#8 x POLY-ROOF CONOL15 EXISTING HEADER ATTACHED w/ O FACIA IS 2 x 2 x.125 12LYANGLE " INTO GUTTER
OUTER ANGLE SIDE � (N
A"TEK5 EXTRUDED MASONRY WALL y4 x 2 12"LAG TO FACIA LESS FOR ROOF s ALSO#12x%4' (�� �
O O OOF 4y"G/2" OR STUCCO Q 12"O.C. 24"O.C.
I 2x2 E I x2 � 4 HEADER FASTENED WALL THAN 112" ON I x2 �
MATED 4 PAN THRU-BOLTS 3x 12"PAN OR 12'O.C. NOTE: FOR THICK OR SCREEN (jf
#I Ox2"5.MS. FOR (2) -•� ��,� ya x 3"LAG CHANNEL � U
POLY-ROOF MUDDED WALL
@ 24"O.C. Ix2 SCREEN NON- THRU \ ADD I x 2" 3"PAN ROOF. INTO {2)/x (I'+POST (TYPICAL W 00
P05T EACH OR 3",4",G", RAFTER
EQUALS 2"x3 CHANNEL INSUlATEO PST ANGLE TO WALL a 8"POLY-ROOF ENDS WIDTH)THRU-BOLT N
11 2 x 2 x I POST INTERNALY ROOF FROM w/%4 x 2"LAGS M
125 ANGLE I / ADD 2/nd SCREWED THRU TO EACH STUD EACH POST 5'SUPER GUTTER 0
ON EACH / ANGLE ON SIDE OF POST HALF OF /4°x 2/2"DRIVE PIN,TAPCON, THEN SCREEN USE ANGLE WHERE N co
P05T SEE TABLE
t SIDE OF O U 0 S.M.B. T-BOLT OR LAG SC RtW f FRAME TO (3) 2"PA'TEK5
O xACe REQUIRED TO " +•'
FLOOR w/(2}#1 O x I %z° 2 x S.M. / PLUMB HEADER TO 5"SUPER GUTTER JIc 2x7"BEAM DETAII. Q
2"x4" BEAM SEE: 2 x POST,3 x 3, (3)#8 x 12"TEKS EACH 12"PAN OR J ANGLE TEKS 12"O.C.FOR FACIA w/#10 x s/B
P05T w/(2) S.M.S.OR TOP
/4x2/zn P05T OR OF I x2 TO SCHEDULE: 4 xx T OR G x G #10 x�"TEKS 12"O.C.FOR POLY-ROOF TEKS 12"O.C.
' THRU-BOLTS GREATER BOTTOM OF POLY-ROOF Ub'PLATE 12`x 6I/2.ORey2^w/(9)
#14 x%4 TEKE,EACH HALF
P05T
A. %4 x 2%2"DRIVE PIN w/A MINIMUM PENETRATION OF 2 INCHES. CONTINOUS MONOLITHIC SLAB ON GRADE? PILE TYPE FOOTING law�wa�:
DAVID SUTTON
TAPCON ORT-BOLT THRU Ix2 SCREEN CHANNEL B, 14 x 3V4 TAPCON Nf A MINIMUM PENETRATION OF. INCHES. 5TRIPTYPE 5LAB w/FOOTER #♦♦ ♦♦♦ 2x7 OR 9' CHECKED�.
BEAM
24"O.C. WITHIN 6"OF EITHERSIDE OF POST V4 x 3%4"T-BOLT w/A MINIMUMBPENETRATION OF 2 INCHES. FOOTER /---- z __-_---- " POST R POST • I *♦♦ ♦# I BEAM BION
S) scALE V
O O O O ap + STIFFENER @ GUTTER BEAM SPLICE DATE
r kl
RRAIL ATTACHED TO POST
2'-0"ABOVE r. prypJ ;
CHAIRRAILRNALLY w/MIN.OF(2)#1 Ox 0 PILE FOOTING • •
S.INTO SCREW GROOVES 6z6 I O/I O WIRE MESH OR GRADE w!(2)g/a x
ATTACHED TO I 8" L NO W1 RE MESH Wt1EN BOLT EACH WAY 4 LLj
P05T I"x 2" 1 a' , FIBERCRETE15 USED. THRU POST N losex i"x.0625 m THIS DRAVANG DOCUMENT 15 THE SO E
(I)#5 ROD (I)#5 ROD NOTE: NO FOOTER SFROFEWY UTTON. OF NA CONSENT IS AL*NEEDA To
#1/O xl5/e"TEK z CONTINUOUS CONTINUOUS 400 RZQU1Q.FT.OR LESRED ON FS REAS RE-MDUCEALL OR PART OF rsCONTENTS.
BHEETML:
SCREW` 2X2CHAIRRAIL :a ONE
N O 2002 NACENDRA KHANAL.DAVID SUTTON
POST (I)#5 ROD OR BOND of 2 Sheets
34MONRY FASTENERS MASONRY DETAILS ANCHOR I'-0
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