HomeMy WebLinkAbout54067 - MAIATICO - 6904 SANTA ROSA PARKWAYFOR OFFICE USE ONLY
SPECIAL APPROVALS
REQUIRED DATE RECEIVED
VEGETATION
- - -ENVIRONMENTAL --
PLANNING/SITE PLAN
CODE ENFORCEMENT
USA
TAZ
.WATER SUPPLIER
SEWER SUPPLIER
DER CERTIFICATION
FL_ DNR _ (CCCL )___
FL DOT
SLC DRIVEWAY PER
SLC STORMWATER PER
MANGROVE ALT
SEA TURTLE PROT
_ry
REQUIRED FEES
PR# 0 __ 4_�
NOT RE UIRED
BP VALUE $
PLANS EXAMINING FEE $ (�JI� RADON FEE:
ROAD IMPACT FEE
ROAD IMPACT DISTRICT ROAD IMPACT ZONE
ROAD IMPACT CREDIT: YES: NO:
SCHOOL IMPACT FEE $ DATE PAID:_
SCHOOL IMPACT CREDIT:' YES: NO -.-
SCHOOL BOARD APPROVED EXEMPTION: YES:
ALTERNATIVE DEV. FEE S n\\ K- DATE PAID:
ALT. DEV. FEE ZONE:
GAS
AIR CONDITIONING
ELECTRIC
PLUMBING
SCREEN ENCL/FENCE
SUB PERMITS
REQUIRED
�j ZONING CHECKS
fle BBL LOT COVERAGE
CHK#
NO:
CHK#
NOT REQUIRED
✓ EASEMENT
SPLITS
�"' i
R
.. �
ti
ST LUCIE COUNTY
BUILDING DIVISION
E V E D
FOR C IIPLU'.. CE
REVIEWED BY
'.
DAFE I
PLAN § AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
33-5'
Poo L
17 XI S 7 /iq 6/fe-S f 40 1fAjCC
-S Iq A r11j RoS.4 /?,g R
PLOT PLAN
& K ALUMINUM CLJSTOMER: M/M 11-C iff)
SCALE: I" C) F 7-, ADDRESS: 9 0 /y
i?bS.,4 P,4A A it),4Y
DATE: BY: LOT. 12, BLK. /ly '7 SEC. L),qi',( S/D Omp
FA.1 LF
I
rd \' y4 0!
yV 4 a�
r u � • k � � c'i �7 j .�'a
r 2JT
A X3
RZ 101, N
f K Z
G AA LC C' I Y''..)
�'/'�n�l � • Pl�1,l •
kv) ; ,1 /ic cD
6 9 Ca s� dii��s dry
SCAL i /V Fr
ALLOY r 005 •TG
A • 1,115 IN'
c
GT• 1.211NS
?mod
suPER GUTTEGz
` t�
ROOF PAN (ALLOY J003 H-I6)
PAN THICKNESS I
Ss
MAX. SPAN
VtZocti-f
0 WIND
1=a MFH
'
OPEN'
eI1cwmo
C=R FbtZT
CA5ANA
.024
.450in.032
.
o-rrca
I rl- I
SGI.IOW NIGH AN EL LLO'( jO0 •1G
I
.
.018
w
,ol b
,G414
L5-d.
14'-4
Fb CY`,TYRENE
MIN. OF-rf
I
( at .;'FT 5
J
NOTE:
PANS MAY OVERHANG 1/3 OF SIMPLE SPAN. SPANS MAY BE INCREASED
2x FOR EACH 12' OF OVERHANG UP TO 3'-O'. CONSULT AN ENGINEER
FOR GREATER OVERHANG.
Y WHEN LOCAL- CODS REQUIRES 'SOf'6F LLVE LOAD
,-;PA14 IS LIMITED TO 1-E;• 4'
INTERLOCKING ROOF PANS
• fir•
C:S"SELF MATING bF1aM
IA . 0.al IN'—
Sx • 0•�4b 1u''
LFi
SPAGWG
$GR aa.OF
R L
40�10 ROoF
�-•OLrO t2pOF �tr
•It •��EN „g
7�
"WALL-
WAL.L(A•+FOeT)
i
�— al
1•.2' OPEN BACK
1 III
ALLOY 6063-75
ar 1
A-0.23311a
I
WF-0.2809/LF.
I-O.1♦251
S. - 0.1.251na
SPACING
SCREEN ROOF
7B PER S.F.
Y
-
I
{'
6-
2:C,
9'
I
10'
'
1 'x2" OPEN BACK
2'.4' SELF MATING BEAM
ALLOY 6063-TG
A- 0.95U42a•r ----- I -----
Ix:
5x• I•IC51N•� L .0'0 1 ,
I
SPACING
SCREEN
7# PER S.F.
SCP°SN WALL
I'; PER S.F.
6oLly RcoF
90REFiN WALL?
�•ot10CP�i, •bu
WAL'1-y(M fo�
I
4'
22'- 11
15= 3
14'• o
s'
W% rG
14.' 1
6•
6'
I 1G'• 7
11'• 8
'`1•- 11
11'- 2
4.
10
14' co
to=5
-
2•a6- SELF MA-,NG BEAM
ALLOY 6063-76
A t.9t 111: •'.
_ - 5 =rL i• -
SA. 1`4 3
SPACING.
SCREEN ROOF
70 PER S.F.
S5CCFF��EEN WALL
I 'PER S.F.
I
]'
I
s'
ad-2
I I8'-C.
g•
24Lo
1 lG'- 11
I
7•
22. 2
l5'- 13
I 1
6
120-9
I Id'8
I
I
9'.
14'•
10'
LYJ• G
1�i'- 1
:.2"x3" ..SELF..: MATING 6EAM 2%4" SELF MATING BEAM
DATE BY OESCRIPTION
S LX'K ALUMINUM WILLIAM J. M�GRAW PE"
CONSULTING..ENGINEERS'.*
PT. SAINT LUCI E.. F L TAMPA FL
REVISIoNS '
2%6" SELF MATING BEAM
Far
J7
2'.2' PA710 BEAM
ALLOY 6063-TS
A • 0.412 19'
0.2o INA
I
cJAa 0,201N-
SPACING
SCREEN ROOF
' 7y PER S.F.
PEREN ALL
S.F.
3'
I
I
a
5'
8.• 8
�,• �
g•
7'- 11
—
I
7•
7'- ¢
I —
B•.
I G 10
—
g•
G G
-
10•
G 2
2"x2" PATIO BEAM
I •°•' I -, 2'.9' SELF MATING BEAM
r I i ALLOY 6063-T6
Aalo
L I. 5x a G.'i 8 IN e
I
MAKMUM CLEAR SPAN FOR SCREENED ROOF BEAMS AT VARIOUS BEAM SPACING
I
5•-0• 5'-6'
6'-0•
6'-0' 7'-0" I 7-6-
g
2"x9" SELF MATING BEAM
f ur
I 2•.7' SELF MAflNG BEAM
r I ALLOY 6063-TS
Aa I•blSlNz
I
1-11.1 AN1) SPAN TABLES
SPACING I
SCRE-N ROOF
7a PER S.F.
SCREEN WALL
I3iFPER S.F.
1
I 5•
I ��- 2
I — I
I
6•
2aL �
I �1 •� i
I I
7•
_�'-2
I 14'-5
I
6•
I L'S'=6
1b'�2 I
I
9'
'� ��
I l•� I
I i
ALUMINUM CONSTRUCTION
DETAILS
2"x7" SELF MATING BEAM
DRAWN f>M 5Hcc7
C11EU= W J M
SCALE N7.S.
DATE
J08 NO. 3LAL OF FIVE 3,rM
i
7o SIT
rr io/I• •attx ..t .cn
--------;-------------� 4'
J
�• � � 2-�`5 couT
5FAM
SCREEN
ENCL091LIRE
CA.PW052717
ATTACHED
'
A'
2x 4. SM
1011 I LO'
i 1'-O
1'-O
2x GSM
l'•o I 1'•a
I IL3
l'-3
2 X 1 `7M
1'•o j t'-a
l'- °S
l'- �
2X q9M
\.a {Lo
ILS
I lL8
NEW SLAB ON GRADE
FOR SCREEN E>3CLo5w:c�a aTTQcx�p CARPORTS
max rir ux.aav rort • rrr v.•or wax •..o
—•-77
I ALUMINUM
ROOF PANELS FOR
Z
11
SPANS
SEE APPOPRIATE TABLE
S
II
II
II
II
INTERMEDIATE BEAMS
II
II
II
II
II
11
WNE'.N
'Di
II
II
II
.rtul ra o.rn•• aaovx
P►NF1g WMMEGT To 5F-kM w+ TWICAt PAN TO
2-'t'1oX 12"$M9 W/ -II1G•� x WALL CONNECTION
TYPICAL PAN TO ,OICi'WAeH EQS 6A.GN 11�
BEAM CONNECTION WIDE PANEL
sto
k' ,
I' : ,�� n.v ran e M 12"PANEL
P 2. 1�'q, LACY^, PEP_ —
I I ��iur' a."�xA QA4EL WOO DI
T 8 LTS
PER. PgNEL
Mg50mcvy)
I
2-*lox'J SM3 I ,
T _Qra; o
POST
•
/GaG-1ollo WWM
�25oa Pet tout•
2 �5 coN'T
i Fop DIMENSIONS A ¢ 5 t _
. AD.lOcENT IA6LE
'GARPo2T ATTACHED'
.NEW 5LA,5 OM GRADE
FOR E)Ic LOSUFicS WITH SCREEN WALLS � ALUMINLIN, Roar,
PiE q M
UA)UMUM CLEAR BEAN SPANS CONT.
EDGE BEAU FOR ROOF SPANS BELOW
TYPICAL POST Siff t
NO. OF BASE ANCHORS
RooF PAwELSPAN-
to'
t2•
IA•
.LC"41
18'4c
�i'A 2xa.o6o�cte'.
Ar2
�NJ ^MIS
r�•.>,r
Il_
5'-6.
ExvANglou 6oLTy '.
_ II
r„•
za< eu.•
10-1
•�'_5
8.10
-
-
2'KTia.oSo'PaZT
3B 0�
5t •1.12$�N�
W Z- K 1
4
CXPAN7104 �uT-�
wil'i z's Za2R A(
I
X �.n
12-5
It* 1
10.11
13 G
12:11
9t•'
r.r
{5.0
IaLO
13
ICo•3
15=6
3*T�'x.oq' Poe?
5e
FJLPAN yIOY BoL�S
wl2Ls bxbxl4.e
.21,0
IQ'•'i
^.4tG
'Z3.5
SN DEAN t
six -G•l •J IN I
'E".-ISM BM
22:-T
21 0
1'{=q
24'-I
23:G
wI1NSERT
Sx • G aSIM�
r.r �o/I• •anm rR .•o.
----------` 4.11
r-
� 4 G 4b^
i
to \\\� r.a'�'ri•
RAISED SLAB
WITH 8- GONG. BLOCX FOR ALUMINUM SCREEN ROOMS. GLASS ROOMS ANO PAT)) COVERS
eDGE e A 10-o VARIES
'-o
CAuilt_EVG4 MAX
EiDGE SEAM 2. q'' fin' .
Q
0
ALUMINUM
ROOF
PANELS
p`-;�.oj:�:•'' �• INTERMEDIATE 6EAMS R.E4.'D
-��" SEE.T46LE G-1
CARPORT EDGE BEAM & POST SPAN TABLE C-1
(ARACHED) [1
GATE BY DESCRIPTION ` K '"ALUMINUM WILLIAM J. Mc GRAW PE '
1..7 CONSULTING. ENGINEERS
PT• SAINT LUCI E FL TAMPA FL
REVISIONS -
.00r ..nn
aw
L $t S PO ST. TYP -J �EDGfl DFJ•M �"t 0."SM
PLAN
FoR BEAM To Poor
G0N4 EGTI o..I SCE
• "GnP.PoRT ATTACHEo"
r.
• I
I GROUT wJ NOU •SH RINK
POST I i mom. MET4-L C. GROUT
! Gxc-'O1-OWWM .
ra-61
b OA 6, 1OI10 WWMaFt...T i�F°..
FOOTING POR FREE STQMDING CARPORT
sww GAIT ¢suA vc 7L.A$
WHEN 2E4'O
1�LPJF
r- o.:r•a mt x.• v a.a
r
7/7
//\\\/
t• .. �2.'=S cou'T
A
6EAM
SCREEN
ENGLosuFLc
A
t3
r2x 4 -,-4
1,2
I, l O "
2x GUM
I'-o
1-V----
2x-1 SM
1Lo
•'1=0---
ALUM•
ALUM. ROOFwI
ALUM.
CARPORT
'(FREE STANDING)
ALUMINUM CONSTRUCTION
DETAILS'
RooF
EXISTING SLAB ON GRADE
ORAWN TOM
0*E wJ M
BUI.E NLS'
MTL 7'S s`I. U1 �• .
JOB No. sFJ11 or ' FPiIE ' KETf
EAiST RooF t;WT I� I°. 4'�.or/L' �G��F•`'�.
F2A•MIMC4 )rA' K I2 SM4sI2-�Y10�� .
CONT 1"+1'• IIG OIL I _
I / L2rr2
-S-tlo
e� x 7' L.A4 SCREW BOLT K 312
IN 1"� Y 6° SPACER ' (>U) 6t'.NT
G EA . ReFTEg SUPER CrUTTEfC � I,L"
RooF -#9x �'"
_ � S
E%TcRNA
LAG 9fR_EwS U 1 •• "U"CLU,ui
11FTE'L iN A l q x1"� NE,sF3 w
uoW �jPAGGi7` \SUPER_ GUTTcR
PER GUTTER - FASCIA
Splice FOR MAFI$ARD
- - ROOF gIMtLAQ
Kb KOLZ; 1
It w1 3- L8
sM5 NSk FS
ExU sT.
Fo•AMI
•
CREEK
Root: SM
ti �
•
L 0C 1P.T$iL11�L
OR �2A<Ky
:.
=�7M�
}10
SU
ENT
r
•Goco'S•To)
2=ie G-SM=gE4M-_._ _�=14t:j4°�SMS�NS-y TAt_
2 K i° 5M $EA.M' _ -8- 14. x �4' SM3 N5 F FS TOTAL 32)
2K 9° 'SM 15EAM - 10- "14x 3 I 5MS NS � F5(rc .i 40)
,Zr 14,X 2x LA4
Era• sloe
cA "S L
INSE2•T
'Sr3K.o°jD ALUM. R��T
2 _ !d•� x 1I2 Exv. Qi.�JL.T
CA•S'Y AL -um. 1 USEzT
n:'1o5Mg EA.-t�ID6
Z+2 BRACING REQ�D WNEIJ "2.K7. MIN REQ'D E:A
I V0E END 4oT ATTACHED _TOP-NEW-� CORNOR FoR MAN 9Av.0
Ti EAI•,T. STQu CTUR.E - LLOOF
NAM
mom
ME=
1 2x26QACtNG REQ•D WHEN uIa � � �y„a
014E 6toE UoT ATTACHED TO .
S71ST• STRUCTURG '
,a,1,,
— I —
(D Z7
OAL�.
.wo
SCREE
rr ouw/z
ING
1
,..a,, rm1 r YtiY
fO.K. CNLI ..,fMD .a
Qw�l
11i FxP. OoLT-a
-
- I el C. I Cl2' Pao.
•
SIDE END ELEVATION Yoe-, Rt-�'T C24'oC
SEE SHEET S FOR SPAN DEFINITION
SCREEN ROOM
POOL ENCLOSURE
(UNDER WOOD ROOF)
(TYPICAL)
I
FADTEMEG TO BM wr 2 •; IO+ yN7
ST7 re BEAM •M% �702K2 Vl�ilOxl"�JM
\
2�I2"RG 42"oc• - I
1"• r� b4AM Ca+uEGT
A ---�-
To POeT"w/4-=%c;.IL
I 3M MAm
DEAN
PG OF BM 'w%g-
*3. '�y Sw a'( .!"6M1
II 10-/8"a�NS(�KTo M .
t
1
i. I2.f8.5fAS (2.o gW
1 —_
I EACH ilDc
�
• NOTCH ?0'-T TO i
RE.G=IVE SEAM
I .
�i_
TYPIG4_L_ .SPLICE D.ET[�!L TYPICAL POST To' F�EAt� •GONNECT1ot�1S --
((11 TT FOR -
DATE SGRCEU ENG4�osUCZES
- - RY DESCRIPTION S &• N. ALUMINUM •'
j l WILLIAM J. Mc 'RAW -PE
CONSULTING' I NGINEERS .
'PT. SAINT Y.,UCI E _ ' FL TAMPA FL .
i REVISIONS '
cowcRETa•
TO P05T CONkIECTIOM
5- dt0 K 112 �iI.AS
Il°"00 #{Y Z'LAC,
'�' 24"O
c"
� >:xteT FAxrA Ort Y.AFS7sL
• __
1� M"N Twv, _... '
'rx4EG1 bM•
++
'
U•cu auNCl 1284 1_x•o99
JCLOSURE & SCREE
WITH SCREEN ROOF
NAYIMUII CLEAR SPAN FOR SCREENED ROOF BEANS O VARIOUS SPACING
BEAN SIZE
2'x4- S.N. BEAN
22=11
20-G
lKti=i
1e=9
18=0
1i=4•
l�-.q
1�'•'S
Sx • 1.1251N5
2*,a6--S:N BEAL7
IN-
2q''J
2G-2
25•0
24-0
%25-0
22.2
2 x7' S.N. BEAM
SK z 2:i21N;
35.11
32.1
+
30-e
:g'•d
2b2
' 2"j'-2
'%1c 'y .
•Zs•s.
2x-1 51M BEAM
W IN7ERT
r
.45`)
4S:v
'di:9
'.40:1
•*�:8
Sx"'G•°�SID�
2K g' S.M. MAM
-
49=0
407:9,
44=:9.
43•o-
4C:5,"
40�0
•9
4'A9'�S.M•6fAM
•. •
•
_
2r� S:M•BEAM
'
STANDARD 6UILDING GODS 'I988 EDITION
NOTE THIS TABLE 15 BASED ON: VECIFICATION`A FOR ALUMINUM STRtlCTUREt,
' WINOLOAD OF 120 MPN
UVELOAD'- 7 LBS/SQ FT.,
SCREEN ROOF BEAM . - SPAN- TABLE - S-1'
WAYM SHEET
ALUMINUM CONSTRUCTION ``° wJM
L'
SCALE NT.S - 3 .
DETAILS
JOB NQ SEAL"..,. CF, �•.. RVE,'•!R!lETf
H
GENERAL NOTE5
A.. woes -
I. STAMDARD RUILDING CODE' 1405EDITtOM WITA
`a!o*,&-I REVISIONS'
a. WIND '4ELOGITi ` 14.0 MPIi
2.+5PEGIFIGaT1oNS FOR ALUMINUM STRUCTURES
„
4TwED;
�F GINEERING DATA Fog `ALUMINUM
STRUCTURES"
• IS`( +he- ALUMIMUM e550G14TIOM
5 MATERIALS:
I. ALUMINUM ROOF. PANELS
44.1Co
C. ExTRUDED'6EAM5, SHAPES j s
GOCIS, • T-co
3. 5OLTS �,SI+EET •METAL SCREW 5
2a2A -'74
4. GoNGe>_,T1=
2500Fell dog
5.' REINFORGIIJG STEEL
ASTM G15•Co0 '
<c. Sc�EN
18l14120/20,
T. ALUMINUM SANOWNICH PANELS AS
MFG aY
AMERIGAM ?REFA5 Co.
GENERAL. NOTES
ALL ANCHORS SHALL 5S 1145TALLED %A STRICT
ACcoRDANGE WITI+ THE MANUFACTURES.
SPEGtFICATIoI-!S
mAt w.cd
it � - IF-
' CONNECT w1 2-�ICIx 34 SMb
h. a e"� z.e a� 2 eq" (ZC12"�F¢oM PosT�
2+G St+\ 6EAM 2*� SM BEAM
f� 5UPERGuTTER 5UPER GUTTER
COMBINATION Sa - ZGIC•0 a St. IN'�
ALUM. ROOF ST�Av I"-d w, *10834'
PANS `iMh - e eA . BEAT / / O ry�1
�C•P y 1
I 1 w( G.IL lox 54
FOR PAN SHZ N54PJ
CouNEIL
CT10J
•SEE 5N, W -2 '-
ScatEy IMAM
IL
VA410V'> I • VAQIOYS
SPAµ•S••A.. yveN7'�'
TYPICAL GOt�IN�GTIOt�I DETA1l..5
SPAN TABLE - FOR CCMBINATION - SUPER CUTTER + 2-:6• S.M.B.
VARIOUS SPANS OF VARIOUS SPANS OF SCREEN ROOFS •S'
ROOF PANS -A' 1.51 22' 26' 3d 54' 3Co'4o1 441
Sw jl \O. 14•II 14 4 13 9 l53 1210 12, 12.I II'•4
�� � .I l2' 14-2 15•0 15=2 12•b l2.4 12-0 11'•'1 11'-4
4' 13.6 13 0 12• I 12'4 11=Io 11=G 11' 3 I1'• o
°C 10 11-5 id--( 14'•0 15•-5 1410 14-5 W-o 15- 1
I2' *-4 15.9 152 W& W!, I5'-1013=G 13.2
'r3�-- 14'15=5 15�0�•ro1�`I 13'�15.413'=oT2=1-
04TERPOLATIo1J 6ET\NEEL4 •SPAt1y \S PE2MLZSA6LE
CARRIER BEAM.— SPAN TABLE S-2
.CONVERSION OETAIL ONE
r oafwo TQ CMAw
r
TO CONVERT EXISTING SCREEN ROOM
TO GLASS ENCLOSURE. ADD ALUMINUM
HAT CHANNEL ( A.A.F.-I) TO EXISTING
COLUMN. FROM HEADER TO BASE
Nr
I 1
I
-
I 1 IL, • - 1 1 I , I Y S„� ,RAP, f0 OP+Iw YOw pr.v.J "N• aL
I I
TYPICAL PAN TO
jj • 7 ' WALL CONNECTION
Q- Loa• -SMZw IG�x.OIG•
1 L T1PIC t PAN TO �. CONVERSION DETAIL TWO
BEAM CONNECTION WA"F-Z EACH 1 \IIIDC PANEL
.IK tiw�.r� I . �In• .
�••.. .`\��\ 1/.• 1G IT ua i 1/f W fA7• Y'Ao
�\\ w I isa
ro-Vrw• tm.o ow.n
v� T-rar
(' I ' G79idi 9 rr,nL 1 i I TO CONVERT ENCLOSURE.
SCREEN ROOM
' L79icC'Y' 'r.j('•- I. 2--�•1�Tb LIL S P'' L 1 TO GLASS
E DaSTI G ADO ALUMINUM
wwr PAN•IEL�WOOD) - -- I - 'U. CHANNEL ALLOY 6063-76 TO EXISTING
I . y yr I,~ JcP 60� T5 —h-- COLUMN. FROM HEADER TO BASE
.1 at
PETt PANEL �muc� '
4�uo¢s
,
ANc
_.= 1 HA SLOE Of r
l PcST k`oT c 11Eo0
MASONRY — CONCRETE FASTENERS GLASS ROOMS
(SANDWICH SYSTEM)
GATE BY DESCR,PTIOH j C K ALUMINUM �LIAM J. Mc GRAW PE
v CONSULTING. ENGINEERS
RIE,,,S,o,,g - 'PT.. SAINT. L,UCI E FL TAMPA FIL
•
0
• �_rar—�
010 _
S.MATING BEAM
VATH T
WITH INSERT
I �
ALLOY 8063-T6
A0C
'
L
//LF.
WT�2.9399ki
S- 6.334i
SPACINC AND.SPAN TABLES
GLASS ROOM "HAT" I
(REINFORCEMENT OF .040 POST)
ALUMINUM CONSTRUCTION
DETAILS
i
2"x7" S.-M.B. WITH INSERT.
DRAWN I SLEET
CHECKED WJM' 4,► ,,,J .
SCALE NT.S. �
Dan 7f5jaq �A, �
,,m N0. _. *AL. OF FIVE I fxn
EXISTING DOUBLE WIDE MOBILE HOME OR HOUSE
SEE RIDGE DETAIL.CAULKED HEADER' -1
CARPORT OR II
PATIO
II I 11 it II ROOF PANELS SPANS PER SPAN TABLE PANELS ATTACHED TO CHANNEL W/
II I it I 2-#8x'h" S.M.S. EA. PANEL EA. END
FII IVARIES 11 DEL 1.25"x#10 HEX HEAD SCREWS:
PATIO. CABANA OR S REEN ROOMI EACH
# 8 X'12 . " S.M.S. INTO EA. CLEATED RISER
OR SCREEN I . 1 11 - CHANNEL AT EAC'H SIDE TYPICAL AT PANEL ENDS
1 11 If BOTTOM OF 2"x2" POSTS
CABANA V'X�" RECEIVING CHAN
II WALL 2"x4 BEAM I I I
I: I FINISH TO
J-1 11 1 A EXTERIOR FIN BE 8" ALUM. LAP
POST POST SIDING OVER FOIL INSUL. BOARD 0 BOTTOM CHANNEL ANCHORED TO SLABS
1"X0" Q— BEAM SUPPORT OVERHANG! SECURILY SCREWED TO THE 2"x2" POSTS,
A 12"x0.32"x1.75" RISER PANELS
CLEATS INSIDE
j-,Xo,,— VARIES' VARIESt VARIES! T X011 Z'x2"x0.40" POST AT 24" D.C.
TYP. YP. FOR PERIMETER WALL
TYPICAL PLAN VIEW I TOP & BOTTOM PAN
1"x2 " RECEIVING CHANNEL AT xDRIVE ANCHORS AT 12" D.C.
TOP OF 2"x2" POSTS
CABLE
ABLE END MAY BE PANELLED OR'
SCREEN IN ROOM AREAS GRADE
TYPICAL SECTION WALL DETAIL
8'4" MAX. OPEN PATIO OR CARPORT
1! i OR MAY ALSO BE ENCLOSED
TYPICAL ELEVATION
CARPORT ATTACHED A —FRAME COMBINATION PATIO—CIABANA OR T TYPICAL UTILITY ROOM TYPICAL UTILITY ROOM
12, HEADER RECEIVES ROOF PANS
ROOF PANELS I CODE SECTION 2606
FASTENER PER ALUM.
X2" WALL HEADER
2"x2" WALL HEADERI
2410X1.5" S.M.S. CLIP IN WOOD CHAIR RAIL CONNECTS,W/ 1 'x2" NCHORED W/T-BOLTS
0
OR METAL OR 1 LAG ANCHOR EAl 1"x1"x2" ANGLES OR 2-(s OR LAGS AT 24" SPAN
IN MASONRY & 2-#8x'h" SCREWS
Z'0" RIDGE BEAM
#1 #2 #3 #4
•L
BREAK FORMED RIDGE CAP OR
-
WELL -CAULKED HD I
X2 O.B.B ANCHORED , S T C 0 [:fSPAI
OR �OG A 24� O.C.O'C'
3 #4
1/4" DIA. THRU. BOLTS AT IL, COLUM L A -FRAME ROOF.
38" O.C. L CHAIR RAIL. C N
RIDGE ROOF v ROOF PAN COMPOSITE 1 1 x2" 0. B. I (UPRIGHT)l
L #10x1.5" SCREW'
MAX. 24" D.C. 1"x2" O.B. BOTTOM PATE W/l/V* �S
DOUBLE RECEIVING CHANNEL CLIP +6
CONNECTOR W/2-#10x1" S.M.S. EA. 2" 2" POSTI ANCHORS AT 24" D.C. & WITHIN SPAN
EXTRUDED ALUMINUM I FACE ON EA. SIDE OF CONNECTION, 6" OF UPRIGHT
HEADEREA.SIDEOF !
2"x6" S.M. RIDGE BEAMI 1A." DIA. THRU BOLT' I
— 3"x3" POST 2"x2"xlA" ALUMINUM L CLIPS A
— -Ar- — BOTH SIDES OF BEAM
TYPICAL DETAIL END CONNECTION LIANSKRD-ROOF___:
CHAIR RAIL CONNECTION ALTERNATIVES (PER CHAP. XXVII SECTION 2803.)
1. INTERNAL SCREWS 3. INTERNAL "U' CHANNEL —SPAN
2. EXTERNAL SCREWS A. EXTERNAL ANGLES
• FLAT ROOF
RIDGE BEAM RIDGE BEAM I SCREEN ROOM SPAN , oDEFINITION
(WITH ALUMINUMALUMINUMROOF)
DESCRIPTION DRAWN a'sHEeT
S &K ALUMINUM WILLIAM. J. Mc GRAW PE ALUMINUM CONSTRUCTION.. CHECKEO W j
3CALE NT.S. 5
CONSULTING ENGINEERS DETAILS
• GATE
SAINT LUCI E FL TAM PA- Moe
REVISIONS NCL SEAL OF FIVE