HomeMy WebLinkAboutSPECIFICATIONS & DETAILS,TABLE OF ROOF BEAj_ COLUMNS, PURLINS A,llGIRTS:
SPECIFICATION NOTES AND DESIG;- ;PARAMETERS:
POLY ROOF CARPORT
THIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 8'-0", 150 MPH, EXP. 'C'
WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA
BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION
OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION.
TABLE 1 MAIN ROOF MEMBER SCHEDULE
MEMBER
IMARKIMANF.1
WEIGHT
MATERIAll
THICKNESS
ILENGTH DESIGN BASIS
#
SKIN
I POLY I SKIN
FT.
I FL. PROD. APPR.
POLY ROOF PANEL# 1
I PRP1
I ELITE
I 1
ALUM
3"
0.024
1 13'-3
FL5f1R4 DWG
OR =
`FIB=1001=8 127
TABLE 2 MAIN MEMBER SCHEDULE
MEMBER ---Fm-A-R-KT
SIZE
I MATERIALI
TYPE
I THICKNESS
ILENGTH DESIGN BASIS
b x t
I ALLOY
I W
I F
FT.
COLUMN # 1
COLUMN # 2
CARRIER BEAM # 1
EDGE BEAM # 1
MID BEAM # 1
KNEE BRACE # 1
Cl
3x3-12
ALUM
TUBE
1 0.125
0.125
8'-0"
CALCULATION
C2
3x3-12
ALUM
TUBE
0.125
0.125
8'-9"
CALCULATION
CBI
2x7
ALUM
SMB
0.550
0.120
10'-4"
CALCULATION
EBI
2x3H
ALUM
HOLLOW
0.090
0.090
17'-3"
CALCULATION
MB1
2x3H
ALUM
HOLLOW
0.090
0.090
ll'-0"
CALCULATION
KB1
2x3-7 I
ALUM
HOLLOW
0.070
1 0.070
1'-5" *
CALCULATION
ADDITIONAL SITE SPECIFIC INFORMATION NOTE: * AVERAGE
THIS POLY ROOF CARPORT IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SE WALTON ROAD AND EAST OF
U.S. ROUTE 1 IN PORT ST. LUCIE. THE CARPORT HAS SOME OPEN AREAS AROUND IT. THE ENCLOSURE IS VERY
CLOSE TO THE SAVANNAS PRESERVE STATE PARK. PER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3
OF THE FLORIDA BUILDING CODE THIS ENCLOSURE SHALL CONSERVATIVELY BE CALLED AN EXPOSURE 'Cl.
ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY LOCATION", A PRODUCT OF 'APPLIED TECHNOLOGY
COUNCIL' THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK CATEGORY I ENCLOSURE IN THIS LOCATION IS
DICTATED BY A WIND SPEED OF 148 MPH. HENCE, THE DESIGN PARAMETERS BEING USED HERE ARE 150 MPH WIND
LOAD, EXPOSURE 'C', RISK CATEGORY I.
THE NEW POLY ROOF CARPORT IS BEING INSTALLED BECAUSE THE EXISTING CARPORT, WHICH WAS BUILT IN THE
1990S, WAS DAMAGED DURING A RECENT HURRICANE. THE FRONT IS 8'-0- HIGH AND THE REAR IS 8'-9" HIGH; WITH A
RUN OF 12 FEET GIVES A SLOPE OF ABOUT 0.75 INCHES PER FOOT. THE POLY ROOF CARPORT IS BEING BUILT ON AN
EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS FOUNDATION IS ACCEPTABLE FOR THIS SCREEN
ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN
ON SHEETS 3.
THE HOST STRUCTURE IS A MODULAR HOME SO 4TH WALL CONSTRUCTION FOR COMPOSITE ROOFS WILL BE USED.
THEREFORE, THE COLUMNS, BRACING AND CONNECTIONS SHOWN ON SHEET 2 ARE THE SAME IN THE BACK AS IN THE
FRONT EXCEPT THAT THE BACK IS 91NCHES HIGHER. THERE SHALL BE NO STRUCTURAL ATTACHMENT BETWEEN
THE POLY ROOF CARPORT AND THE MOBILE HOME BUT IT IS ACCEPTABLE TO INSTALL FLASHING TO KEEP THE.
RAIN OUT. THE CARRIER BEAM TO COLUMN CONNECTION CAN BE MADE WITH 7" LONG CHANNELS AND FOURTEEN
(14) #12 SMS, SEVEN (7) BETWEEN EACH CHANNEL AND COLUMN AND SEVEN (7) BETWEEN EACH CHANNEL AND
CARRIER BEAM, SIMILAR TO KNEE BRACE CONNECTIONS ON SHEET 2. ALSO, SEE OPTIONAL CONNECTION
DRA S BELOW.
.4
BUILDING DIVISION
Rrmvi Ewran ARE THE RESPONSIBILITY OF THi
poll c;0pIptl=crl
FED 13Y ,O
DAFE
MUST BE KEPT GN j9B OR
No
e air
THESE RI AM AND 411 PROPOSE0 WORK
ARE SMECT TO T frIri tf
R1
R1
THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH
EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. T
AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR THE TABLES ARE APP.,F.D.
A DESIGN BASICS: THIS POLY ROOF CARPORT IS A RISK CATEGORY 1 STRUCTURE. HEIGHT 8'-0",150 MPH, EXP. 'C'
B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 7604.5 AND AREA LOCATION WIND SPEED !PER
FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10. N
C DESIGN PRESSURE: FOR SOLID ROOF @ 30.96 PSF PER TABLE 2002.4.
D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC.
F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061176; ALLOY # 6063T6 IS NOT ACCEPTABLE.
B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
INSTALLATIONS UTILIZING THE SUBJECT METHODS.
C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM.
OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES.
E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY.
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT
SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER.
H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED.
3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS,
COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS,
ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE
IN ACCORDANCE WITH'THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 WHERE APPLICABLE, THE LOCATION OF ALL "IV'BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH
ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING".
DWG. # RVC-2018-110, REV.1
February 20, 2018
FlG� SHEET 1 OF 3
�e� EN R DESIGN DATA
A
HEIGHT 8'- .150 MPH, EXP. 'C'
R�TRUCTION
331 OLUMBRINA CIRCLE
PORT ST. LUCIE, FL 34952
OFFICE (772) 380-8253
LICENSE # CRC 1330965
LOCATION:
c6uh- 11
NAME:
COOPER RESIDENCE
ADDRESS:
3816 SPATTERDOCK CIRCLE
CITY/STATE:
PORT ST. LUCIE FL 34952
COUNTY:
ST, LUCIE
i REVISION UPDATED THE PRODUCT
'ROVAL FOR THE POLY ROOF
ELS. SEE SHADED AREA. ONLY
ET 1 IS AFFECTED.
5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN
THIS DRAWING IS ONLY ACCEPTABLE
CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C.
FOR BUILDING PERMITS & ONLY WHEN IT
(MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE.
HAS THE ENGINEER OF RECORD'S RAISED
SEAL. COPIES ARE NOT DEEMED VALID.
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
THIS DOCUMENT IS THE PROPERTY OF
ANY TWO BEAMS MUST BE THE LISTED SPACING, +1- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
R. A. DUNLEA, P.E. AND SHALL NOT BE
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
REPRODUCED IN WHOLE OR IN PART
7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS:
A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH.
B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN ZV ON CENTER WITH MINIMUM ENGAGEMENT OF 2".
8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,
C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE,
D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE.
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS.
10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS:
A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED,
B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE.
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING.
12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL,
PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT.
IWITHOUT THE WRITTEN CONSENT OF
R. A. DUNLEA.
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunlea(ab-centurviink.net
FLORIDA P.E. Lic. No. 42835
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ON AV_
SITE SPECIFIC DRAWING
MODULAR HOME
I�tiw 8'-9" MODULAR HOME x3 POST C2_ _ MODULAR HOME
12
11'
LEFT -SIDE :ELEVATION VIEW
KNEE BRACE DETAIL
IBM f%
B61I� Ti�LE
C� <-COLUMN PER TABLE 2 CHANNEL
TOTAL FOUR 2x3x0.070, BACK END
4 2 SMS MITERED W/ 118"
12"�_ U-CLIP, SIX (6) #12 SMS
INTO COLUMN I CARRY
BEAM, THREE (3) #12 SMS
INTO EACH SIDE OF
KNEE BRACE (TYP.)
` CHANNEL
NOTE: KNEE BRACES SHALL BE 2x3XO.O7O MEMBERS AND SHALL BE V-5"
LONG. EACH END SHALL BE CUT -ON A:450 ANGLE. THIS ALLOWS FOR
EACH END TO BE V-0" FROM THE CORNER.
NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND
CARRIER BEAMS USING A 2"x2.25"x2"x0.125" THICK CHANNEL AS SEEN ABOVE.
THERE WILL BE SIX (6) #12 SMS BETWEEN THE COLUMN AND THE CHANNEL
AND BETWEEN THE CARRIER BEAM AND THE CHANNEL AND BETWEEN THE
BRACE AND THE CHANNEL, 3 ON EACH SIDE, AT EACH END OF THE KNEE
BRACE. A TOTAL OF TWENTY-FOUR (24) SCREWS FOR EACH KNEE BRACE.
TWO (2) 318" BOLTS CAN BE USED FOR EACH SIX SCREW CONNECTION.
NOTE: THERE WILL BE KNEE BRACES
BETWEEN THE FRONT AND BACK
CENTER COLUMNS'AND THE MID
BEAM, THE SAME AS SHOWN ON THE
LEFT SIDE ELEVATION VIEW
BETWEEN THE LEFT SIDE COLUMNS
AND THE EDGE BEAM. THE 2x3 EDGE
BEAM AND MID BEAM SHALL BE
ATTACHED TO THE UNDERSIDE OF
THE POLY ROOF WITH #12 SMS, 3"
LONG, STARTING 6" FROM EACH
EDGE AND EVERY 24" O.C.
THEREAFTER.
NOTE: THE EXISTING WOOD SHED IS
A FLORIDA BUILDING CODE .
APPROVED BUILDING AND CAN
ACCEPT THE LOADING FROM THE
CARRIER BEAMS
3" -1 LB. POLY ROOF
w/ 0.024" SKIN
'!NOTE: THERE SHALL BE NO
STRUCTURAL ATTACHMENT
.!BETWEEN THE COLUMNS AND'THE
+MODULAR HOME AND BETWEEN THE
:POLY ROOF AND THE MODULAR
HOME. IT IS ACCEPTABLE TO
INSTALL FLASHING BETWEEN THE
MODULAR HOME ROOF AND THE
POLY ROOF OR CARRIER BEAM TO
,KEEP THE RAIN OUT.
NOTE: THE BACK WALL IS THE SAME
;AS THE FRONT WALL WITH RESPECT
TO THE CARRIER BEAMS EXCEPT
THESE ITEMS ARE 9" HIGHER.
NOTE: THERE ARE A TOTAL OF SIX
(6) KNEE BRACES USED HERE; ONE
BETWEEN EACH COLUMN AND THE
ASSOCIATED EDGE BEAM OR MID
BEAM.
3" -1 LB. POLY ROOF
w/ 0.024" SKIN
NOTE: THE KNEE BRACES, KB, SHALL
BE 2x3x0.070 MEMBERS, CUT ON A 450
ANGLE AT EACH END WITH THE
SHORTER SIDES AT 15.5' LONG AND
THE LONGER SIDES AT 18.5" LONG. SEE
SKETCH BELOW. AN ALUMINUM
CHANNEL, 2 x 2.25 x 2 x 0.125" THICK,
SHALL BE ATTACHED TO THE
COLUMNS, EDGE BEAM OR MID BEAM,
MEMBERS AT EACH END OF THE KNEE
BRACE AND SECURED TO THE
COLUMN AND EB OR MS SIX (6) #12
SMS. THE KNEE BRACE WILL BE
INSERTED INTO THE CHANNEL AND
SECURED WITH SIX (6) #12 SMS,
THREE (3) ON EACH SIDE OF THE
CHANNEL. THE CHANNELS SHALL BE
6" LONG AND THE NEARER EDGE
SHALL BE 24" FROM THE CORNERS.
18.5"
KNEE BRACE
15.5"
3" -1 LB. POLY ROOF
w/ 0.024" SKIN
UP TO 12" OVERHANG ON FRONT, BACK AND LEFT SIDE
32'-0"
PLAN VIEW
3" - 1 LB. POLY ROOF w/ 0.024" SKIN
1
3" 10'-1"
1
3". 10'-1"
I
3" 10'-1"
31'-0"
FRONT ELEVATION VIEW
POLY ROOF CARPORT
DWG. # RVC-20187110, REV. 0
January 16, 2018
SHEET 2 OF 3
SITE DESIGN DRAWING
HEIGHT 8'-0",150 MPH, EXP.'C'
R V CONSTRUCTION
E
3318 COLUMBRINA CIRCLE
X
PORT ST. LUCIE, FL 34952
1
OFFICE (772) 380-8253
S
LICENSE # CRC 1330965
T
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LOCATION:
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NAME:
COOPER RESIDENCE
ADDRESS:.
3816 SPATTERDOCK CIRCLE
CITY/STATE:
PORT ST. LUCIE, FL 34952
COUNTY:
ST. LUCIE
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunleaCu�centurvlink. net
FLORIDA P.E. Lic. No. 42835
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=i�1L; BOLTS 1,0,'� O.[: & ENbST0:.2•'. SOUND - • .
FASGIA.IS'SEC UIULY FAST.MED,iU 024'
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s R TAPCDN @ 2 "
& 4"A" FROM '
ENDS BAL @ ie'^
i \ MAX. O.C.*
2- NOMINAL STRUCTURAL 'Cu 1 C N
FACIA MINIMUM EP-73
PEP 4' PANELTDP Li/ 'NOTE: Us ira'Xl3'� EMBED
m 4x?&' SMS C� 7' O.G (8) TAPCORS, 2YI' B. 4$j' FROM ENDS,
BOTTOFL ADD (2) SMS 2' R 4' FROM EACH 14' MAX O.C. TO HOLLOW BLOIX
ENCLOSURE ENO TOP & B01TOM. HEAVY
ADHE!�IVE CAULK TOP & BOTTOM CONTINUOUS
OCLO!�:_)URE T O CONCRETE IDECK .
AlifCfiORING t� TAIL
*SEE GENERAL NOTE #10 FOR ATION
COLUM-P&IL TAa.M OiR 3 x3'x3s_%' AAIGLE WIM (2) %'xlT4 EMBED.
SEA ❑. SITE S PmFIC TAPCONS w/ %* NIN. WASHER DIAMETER TO
bRAWINGS/ AtCULATIOPi5 SLAB, 2V APART & 3' FROM SLAB EDGE & (fib
#14 SMS TO COLUMN, %' FROM ANGLE EDCES,
ONE EACH SIDE OF COLUMN
a o
a
NvjjErISE24G CON ROE SLA$ & FETING. SEE SITE SPECIFIC
;RETAM_OJT ABDITICSAI_FOCMWG ENGENEEUNG SHEEP
:SAVE BEAM CONECTION @ WALL
52E GENERAL NOTE *10 FOR LIMIT TIO
EPS Y (USED AS REBURIED WHEN
RO� _ CONNECTING TO WALL)
1/{' THRLLBOLTTHRWGH
_ ' n 2'x3'-A' ANGLE -TO ROOF,
o o 3��' ANGLE FASTENED TO INSIDE fi
i •`:. u 80T GM OF CARRY SEAM W/
� (z)1Q'
HRdLSIiSIDE, (5).�±45FtS BOTT
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IS:pR.SEALED EMBED TAPCOPS OR TO WOOD (MIN 2X,
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llTsrtNSiCli�,..y-?.�DR',?A.�,ISE. I
&T , IYA +Ajlt l 2 3
E P_4bIZ EN&IEONS BOX
trG?lSTrtOSE AS:-5 ri BEAM �+
{SIN .4LL� TRIL�Ih[S TO BE
>053-,a':4LI1:IIi�LLtq`'T:.. , � fn
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SECT ON AT -83_AFUNC
COLUMN
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Q0.3
I Is
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-
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30
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150 C
PSF
'
/s12y�° SMs a_ .!z*
TYP. TOP a 3C:t TOM
WL= WALL
RL = ROOF
LOAD
LOAD
(OPT_)
CARRY BEAM PEATABLES OR
OPTION I.- USE LAG BOLTS I
oRaYRN11
J _
'vV/ 1` M AL WASHER DIAMETEPv
C�LOR,1TIa}ys
11 MM. LONGER THAN PANEL
_
BOTH OPTIONS: (2) �l' THRLISOLTS,
T` 30 IE55 SPACM PER LAG
CARRY 9Eorf TO CO(l1MN
SPACING TABLE THIS OETAYL
Q
a a
NOTCI_C OLUNK IN R7 FIT
OPTION 2: }'4° THRUBOLTS TO
ti
CARRY BEM SNUG -
ROOF, 4" FROM ENDS & iT
.]OTT{ OPTIONS 3°Y9�' ANGLE, (6)
O.G To 2'XL"X�' ANGLES
414 sMs EA Lts, cA 5IOE OF COl11MN
(FSTHER SIDE IF REQUIRED SY '
BUILDING OEM.
COLUPQN PER TASLtS OR SEALED SIT -2
SPECIFIC ORAWING/CALCULATIONS '
SECTION. AT SIDE OF ROOF PANEL
• !41 LAGS, i' FROM Etm5 @ 24' MAX. O.G,1, MIN j
� ® LONGER THAN PANEL THIQ�S TO SECURE RDOF
SMS a J
TO NOI'�=PR mmy WALLS ONLY. CAULK ALL 5GPP-/N
T(P, TOPS HEADS' i
BQi TOM
ELITE ROOF
° ° PAPIEi i
3LTc Z X 2 BOX
ENO CAP NIM,
OR
VALANCE Z �'xJe' ANGLE, (3) 114 SAS EA
a O LEia, EA SIDE OF BE4M
BEAM •SPLICE
OVEP, COLUMN .
SIDE
(1) y�- LAG SOL714
TSL-
=AGE CARRY BEAM i li-
TA BL.'
(51 41.4 SMS SS_ 3' h0 L(tAGEP. T9A!.
BE3O- rjI
PAPIBTHICKNESS
"TOE OF PLATE .
'
fi• Mal .�'y +"7
�14 SMS
@1iGs 7
rAA.x TOP
-
.
v" '%JIOE '.'..%" i rtICF:•�' T
� - -
=70cGF(Z*LK('5EANF
-
CoI uMN PER T.%+-'L=5
SECTION AT BEARING
COLUMN
,
ELITE TYPE 'E'
GUTTER OPTIONAL
USE Y," LAG BOLTS W1 1- MIN.—�
WASHER DIAMETER, 1" MIN. LONGER
THAN PANEL THICKNESS SPACED,
#12xY," SMS @
16" TYP. TOP &
qo
TTOM
0 EPS POLY
ROOF
�Y112
SLOPE
ADAPTOR
SHOWN
BEAM PER TABLES �.
:aLJi�tIT�UR tISE.TIRURA5THEtx
(•�° ; 3%'") At l` O.G. i=Q1i t!P
FoR-CO POSffE•ROOFS:
. TO130-MPH-W NDSPEm
410 X (2+:m/2"; 6;M.S,w/
EXPOSURE *D!�- &' O.E. FOR
1-1/4'0 FENDER :WA5N1 R
.ABOVE130MP14A!IDUP iO
: : 2`O.C,.ft•���iE=
_1eq MPH 1MMD-SPEED
PAIdEC TrtlCitAt SS'+'17
E QSl1RE'D'
l` ` @ ROOF BEARING ELENIENT
•(SiiaWN) AND.244 O:C. @
GAU.UK ALL EXPOSED Si,."
_#0N-BEARII4G ELEfAEW (5 &
= HE?DS: &WASWRS
WALLSY
.-
FOP PAN ROOFS:
..:::...
(3fEACH #Sx1/z".LONG S_M.,
--
P�ER:1'2'.PP 11iEr lw`l 3F�° '
.: _- :: _. _
_
-ALfi1�fFNEIPv1`P;4I+L- ASHER
ROOFPANEL
7 SUPPORTING BE?,M
ROOF�PAN-EL' TO BEAM .F� ' EN'I1` G,EIET` i
3X3 POST--� BUCKET THICKNESS
NOTE: THE TAPCONS CAN, BE REPLACED
MUST BE 1/8" MIN.
WITH TWO (2) 1/2- WEDGE ANCHORS
£
(REDCAP, HILTI, OR EQUAL) WITH 2-1/4'
#14 SMS Y
MINIMUM EMBEDDMENT. ALSO, IF BUCKET
3 SMS
x6
IS BEING ATTACHED TO WOOD USE THE 3/8" k
PER SIDE r.
'
- 3" WOOD SCREWS, W/ 1-1/4" WASHERS, a
(6 TOTAL)
r¢
TO SECURE THE BUCKETS. WEDGE ANCHOR
MUST BE EQUAL OR HIGHER STRENGTH.
CONCRETE
TW.O (2)
3/8' - 3"
CONCRETE
LDT38212—>
MAPCONS
2-1/4"
(OR EQUAL)
I
_ L
(MIN. EMB. --2-1/4")
2" Min.
3" X 3" BUCKET CONNECTION
6
POLY ROOF CARPORT
DWG. # RVC-2018-110, REV. 0
January 16, 2018
SHEET 3 OF 3
POLY ROOF CONNECTIONS
HEIGHT 8'-0", 150 MPH, EXP. 'C'
R V CONSTRUCTION
3318 COLUMBRINA CIRCLE
PORT ST. LUCIE, FL 34952
OFFICE (772) 380-8253
LICENSE # CRC 1330965
LOCATION:
NAME:
COOPER RESIDENCE
ADDRESS:.
3816 SPATTERDOCK CIRCLE
CITY/STATE:
PORT ST. LUCIE FL 34952
COUNTY:
ST. LUCIE
THIS "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
1 2 3
4 5 6
7 8 9
10 11
NOTE: DRAWINGS ARE
NOT TO SCALE.
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunlea(d1centurviink.net
FLORIDA P.E. Lic. No. 42835
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