HomeMy WebLinkAboutRoof Carport SpecificationsTABLE OF ROOF BEAT';' COLUMNS, PURLINS AP" GIRTS:
'HIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 8%6", 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 -'
MARK
MANF.
WEIGHT
IWATERW
THICKNESS
ILENGTH DESIGN BASIS
#
I SKIN
I POLY I SKIN
I FT.
L. PROD. APPR.
POLY ROOF PANEL # 1
PRP1
I ELITE
I 1
ALUM
W
0.024
1"'IFL-1001,
FL7561-R3, DWG.
OR =
3-20-15
TABLE 2 MAIN MEMBER SCHEDULE,
____Fm_A_g_K_l
MEMBER
SIZE
IMATERIALl
TYPE
I THICKNESS 1LENGTH
DESIGN BASIS
b x t
I ALLOY
I
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
0.125
0.125
8'-6"
CALCULATION
C2
3x3-12
ALUM
TUBE
0.125
0.125
9'-3"
CALCULATION
CBI
2x7
ALUM
SMB
0.550
0.120
8'-7"
CALCULATION
E131
2x3H
ALUM
HOLLOW.
-, 0.090.
0.090
AV-0"
CALCULATION..
MB1
2x3H
ALUM
HOLLOW
0.090
0.090
11'-0"
CALCULATION
KB1
2x3-7
ALUM
HOLLOW
' 0.070
0.070
2'-10" •
CALCULATION
ADDITIONAL SITE SPECIFIC INFORMATION . NOTE:' AVERAGE
THIS POLY ROOF CARPORT IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SAVANNA CLUB BLVD. AND EAST
OF U.S. ROUTE 1 IN PORT ST. LUCIE. THE CARPORT HAS SOME OPEN AREAS AROUND IT. THE ENCLOSURE IS ABOUT
2500 FEET WEST OF 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 'C'.
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
1990S3 WAS DAMAGED DURING A RECENT HURRICANE IRMA THIS SEPTEMBER. THE FRONT IS 8'-6" HIGH AND THE
REAR IS 9'-3" HIGH; WITH A RUN OF 11 FEET GIVES A SLOPE OF ABOUT 0.82 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 EDGE
OR MID BEAM, SIMILAR TO KNEE BRACE CONNECTIONS ON SHEET 2. ALSO, SEE OPTIONAL CONNECTION DRAWINGS
BETWEEN COLUMNS AND CARRIER BEAMS BELOW.
OPTIONAL CARRIER BEAM TO COLUMN CONNECTION
BOLTED CONNECTION - OPTION # 1
THE ROOF BEAM CAN BE CONNECTED
TO THE COLUMN WITH TWO 1/2" SS
NUTS, BOLTS AND SS WASHERS.
2" WIDE CARRIER BEAM
(CB) OR EDGE BEAM (EB)
PLAN VIEW - CORNER COLUMN
BOLTED CONNECTION - OPTION # 2
THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN
WITH TWO 1/2" SS NUTS, BOLTS AND SS WASHERS.
2" WIDE CARRIER BEAM
(CB) OR EDGE BEAM (EB)
PLAN VIEW - MIDDLE COLUMN
SPECIFICATION NOTES AND DESIC PARAMETERS:
THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE FLORIDA BUILDING CODE (FBC), 5TH
EDITION (2014) BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A.
THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR TABLE 1 ARE APPLIED.
A DESIGN BASICS: THIS POLY ROOF CARPORT IS A RISK CATEGORY I STRUCTURE. HEIGHT W-6", 150 MPH, EXP. 'C'
B THE BUILDING CLASSIFICATION RISK CATEGORIES. ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER
FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER.TABLE 27.2-1, ASCE 7-10.
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 # 6061T6; 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 F F GUIDELINES.
E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SU MNWR.OR ATTACHMENTS
F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBERA220KCREMSIBILITY OF THE
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER UIF '�aRD
SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER.
HALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
I 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 Il�iE.�1dtQ1���MEEORKHE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONtRA&UMECT TO ANY CC ARECTIONS
13EQUIRED BY FIELD INSPLCTORS THAT
4 WHERE APPLICABLE, THE LOCATION OF ALL "K" BRACING, WIND BRACING,0NIAfFCfWWTM-ONG WITH
ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SI MOMP1015MVRWABLE CODES.
5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE.
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
ANY TWO BEAMS MUST BE THE LISTED SPACING, .+/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
ST
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 24" 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.
POLY ROOF CARPORT
DWG. # RVC-2017-106, REV. 0
October 7, 2017
SHEET 1 OF 3
GENERIC DESIGN DATA
HEIGHT V-6", 150 MPH, EXP. 'C'
R V CONSTRUCTION
3318 COLUMBRINA CIRCLE
PORT ST. LUCIE, FL 34952
OFFICE (772) 380-8253
LICENSE # CRC 1330965
LOCATION:
NAME:
HANSEN RESIDENCE
ADDRESS:
8215 E. BITTERBUSH LANE
CITY/STATE:
PORT ST. LUCIE, FL 34952
COUNTY:
ST. LUCIE
EL �
Cl>u. C ALZI.^Di !tcInv
D FOR CO:NPWNCE
DATE=-N-DE"R_N'9T
PLA,ti:LT ST BE KEPT ON JOB
ORN
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. File COPY
THIS DRAWING IS ONLY ACCEPTABLE
FOR BUILDING PERMITS & ONLY WHEN IT
HAS THE ENGINEER OF RECORD'S RAISED
SEAL. COPIES ARE NOT DEEMED VALID.
THIS DOCUMENT IS THE PROPERTY OF
R. A. DUNLEA, P.E. AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART
WITHOUT 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(a)centurviink.net
FLORIDA P.E. Lic. No. 42835
WHO#
•
• %•(i�-T
*� NO.
?D� :• S A OF " •: ���
10'-6"
3'
MODULAR HOME
SITE SPECIFIC DRAWING
I 9'-3" I
1
1 8'-6"
. LEFT SIDE ELEVATION VIEW
KNEE BRACE DETAIL
rypg" mg,a ��� 24 fdak� n$�sk� h &
'x' z¢ "a r w �, a :r^`dk- `
�. « •,.z....- _. ..,... :, „F� ': +� r.t-..v. .ems.. «w�
■
<-COLUMN PER TABLE CHANNEL
U TOTAL FO 2x3x0.070, BACK END MITERED W/ 1/8" U-CLIP,
�IClf 6 # z s (6) #12 SMS INTO COLUMN / CARRY BEAM, (3) #12
24" �� SMS INTO EACH SIDE OF KNEE BRACE (TYP.)
t
■
1k `
CHANNEL
NOTE: KNEE BRACES (KB) SHALL BE 2x3XO.O7 MEMBERS AND SHALL BE 2'-10"
LONG AND EACH END SHALL BE CUT ON A 450 ANGLE. THIS WILL ALLOW FOR
EACH END OF THE.KNEE BRACE TO BE 2'-0" FROM THE CORNER.
NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND CARRIER
BEAMS USING A 2" x 2.25" x 2" x 0:125" 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
SUBSTITUTED FOR EACH SIX SCREW CONNECTION. .
5"
8'-6"
E
X
I
S
T
I
N
G
S
H
E
D
I 27'-0" I
PLAN VIEW
3" -1 LB. POLY ROOF w/ 0.024" SKIN
<-KB KB-> <-KB KB-> <-KB KB->
I
• OPEN • OPEN • OPEN • 1
i
I
I
r iP 7. w.
r A a a.
`-.�. �>� �, EXIS77NG N,QIUIINAL SLAB {E�� t Mr �.R''.� ��=�'x` „fm;..�e. tea.. � ca
I I I 13" 8'-4" 13" 8'-4" 13" 8'-4" I3"I _
FRONT ELEVATION VIEW
POLY ROOF CARPORT
DWG. # RVC-2017-106, REV. 0
October 7, 2017
SHEET 2 OF 3
SITE DESIGN DRAWING
HEIGHT 8'-6". 150 MPH, EXP. 'C'
R V CONSTRUCTION
3318 COLUMBRINA CIRCLE
PORT ST. LUCIE, FL 34952
OFFICE (772) 380-8253
LICENSE # CRC 1330965
LOCATION:
NAME:
HANSEN RESIDENCE
ADDRESS:
8215 E. BITTERBUSH LANE
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
bobdunleaCa7centurviink.net
FLORIDA P.E. Lic. No. 42835
PUN
ew�o°�`q,�1T H O/yY
N
..•
•
•
7A OF
L�«�°
:CON.NV CT TO STRIJCTU•RE:
':-.•i:�>,'.;,`SEEGENERAL'NOatr=10%•ORdShlilAisGl�
^ .'i:AG &OLTiL Fi ENDSTn.z' SOUND
NFURP FASGiJ� i5' r� t rapt Y 74
F�4FE1!}ED 70
-e�ri-I RA4=7FR`VIIITFI:(1=4ii�-3.`'�'•;'LAGTLW�CEN-� r-.OZ4
C40NCREEIE
OR FILED
Y4'X1%4' EMBED
TAPCON @ 2•' :
& 414' FROM'
�= ENDS BAL @ ie'�
1 MAX. O.C.*
ROB PA-INEEL�O i�i
FRONT ELEV ON
EA-IiC1JVT
_Ord NUCU5 ,
jAI(V iCOF T:=.� W F=AmAx
SEALED TO
ELUTE .5E 1 SJt V Al, i ��.'1!`�i�1 G
_/EP-73 COLUMN
2' NOMINAL STRUCTURAL-/ELSTE
FACIA MINIMUM EP-23
a14- AV SMS @ 7' O.C. (8) PER 4' PANEL TOP a/ TAPCONS,
USE ' 8L 4'$' EMBED
FROM
BOTTOM. ACID (2) SMS 2' & 4" FROM EACH TAPGOPIS, 2Ys' h 43'i` FROM =_PIGS,
ENCLOSURE END TOP EL BOTTOM. HEAVY 14 MAX O.C. TO HOLLOW BLOCK
ADHESIVE CAULK TOP & BOTTOM CONTINUOUS
ENCLOSDURi= -1-0 CONCRETE uECK
AI C P- ORING D E T AIL
*SEE GENERAL NOTE flO FOR ATION
COLUIgN- PAR. TA'FSLES QA 3'x3'x3--%' ANGLE wlTti (7) -Yi' XI3/i EMBED.
SEALED. SITE SPECIFIC TAPCUNs W/ SJe' MITI. WAsHt7L DIAMETER TG
DRAWINGS/C.AL_C ULATIONS SLAB, 2)$° APART & 3' FROM SLAB EDGE & (fib
414 SMS TQ COLUMN, }4' FROM ANEC ED:_
ONE F CN SIDE OF COLIRHN
° v
.O
O "
M(=NjJE)(IS�UNG CONCREiE SLAM & rDOTING: SE SITE SPECIFIC
DETAl OR ADDI- ION b L FOOTING ENGFNEERING SHEET
:EAVE BEAM CONNECTION @ WALL
SEE GENERAL 110i. *10 FOR LIMIT TIO
EPS POLY . _ (USED AS R�QURIED WHEN
ROOF CONNECTING TO WALL)
3/q TFiRL6OLTTHR000H
c 2°:3-A' ANGLE TO A00F,
_ o o 3'Y.3°�e' ANGLE FASTENS] TO INSIDE &
n BOTTOI•f OF CARRY BEAM W/ (2) Y+'
Li• I BEAM P THRLFWLiS SIDE, (S) �i4 SMS BOl70M,
iAI?LS�PA. 4tED FAS IENEDTO CBS WALL W/ (2) Vii xl/V
EMBED TAPCONS OR TO WOOD (MIN 2),
'si?Eanc _rtyT�EGFdV BY OTHEL9) WITH (3)r14x%-
x.IRUJS.IONS:
fiir4EiVSiO(i5 �+1? i DESIGN
r T11P.
J
7,IR�tNSIlrliM.s2¢�R':77]. %JSE.
T I4ti T ',:E34Cryc5pJNC- %,VILE
2 X 3
3E: �E4q G9J'rZ' L7'+1Eh15 0(45
BOX
•TriP(I;i FfC]�� AS �- Ci I:=tED
,.L
SEAM
y :FALL-E)fRU_.IOMS'T05E
.
2 X 3
smAP
S Ll --PE
• L
td
i.rj'3'l
OwN.
TOP IiYP BGTfOI)
SEE TABLE --BMW
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0 2XVARIES
LAP BE''Ali
r`
aE;um -cap ISIOE1
n 1 sa
2X4 1 'LG4� I
3 2Y.a _34`.
!.OSLI'1
z Zn^ 13„ I-05i
au
2 _ 2X5 .ZiQ�A7e
5 rI 2X'-0 ,3190 L.oez'j
LAG =P.. - TABLE
.A
I i Q'3
.12'Q.C.3ana
9p,
I �OQ C
30
ac
30�'dP 130Cs
T3°
. ANr7
L414
9�3
150 C
s124° SMS L .
/ W. TOP -A 3�OM
r�-�
GLrCk—:
° `NL ='d1AL
ROOF
LOAD
LOAD
(OPT-)
°
EARRY BEAM PEA'rABL3q OR
OPTION 1: USE.'.," LAG BOLTS
SEALED -SITE SPECIFIC
W/ 1' NUM. WASHER DIAMETER,.
DRAwINGQCALCULAlIGNS
1° MIN. LONGS¢ THAN P}1NL3
BOTH OPTIONS: (2) %'THRUBOLTS,
T QCXT1E55 SP.4® PER LAG
CARRY BEAM TQ OOLUMN
SPACING TABLE TMs OEf_4-L
a Q
a o
NOTCH -COLUMN I14 C$ITFR TO FIT
OPTION 2: V4 THR.UBOLTS TO
0
CARRY BEAM SNUG
ROOF, 4" FROM ENDS R 17-
�j H OPTIONSM 3na'�%' ,4NGL`, (5)
O.C. TCI 2'x2-96' ANGLES
: 14 SKIS EA L ES, cA SIDE OF COW MN
(EIT HESC SIDE IF REQUIRE[) BY '
BUILDING OEM.
COLUMN PER TASLES OR SEALED SIi
SPECIFIC DRAwING/CALCULA—i3ONS '
mom
SECTION. AT SIDE -O'F ROOF PANEL
W LAGS, 4' FROM E UI 5 a 24' MAYL O.G, I- MIN
LONGER THAN PANEL TkICOIESS TO SEaJRE ROOF
SMS La'� TO G4-PnHAAY WALLS ONLY- CAULK ALL. SCR5W
TrP, TOP a HFJ1Ds` j
BO iOM
"q E-ITE ROOF
° ° PANEL
3[rc 2 X 2 BOX
ENO 11P mm.
OR �.
VALAI4Cti a Q 2°_2'�'a''AMGLE, 13) 114 SMS EA
LE:G, EA SIDE OF BEAM
cf
SIbE
_ rsEF
iABLZ
BEL Oi rj
"r14- SPAS
0 =-wqS a.
24" O.C.
MAX TOP
? �GT7OM
- BEA1'�I SPLICE
-OVER COLUMN
(1)'/,' LAG 40LT'I^IY'tb.
J,Cri CNW BEAM a19fs;
(5] 41.4 SMS E k 1° MIN LM4GEP_ TI FRI!I'
CDE OF PLATE PANE T }MKNESS
5• n°! FPM Ycr
%
ca�eY_aEalM —
SIDE aFdntolr4'.::'�
- auMN .ER'CAELZ-5.
SECTION AT BEARING
COLUMN -
ELITE TYPE T
GUTTER OPTIONAL
USE V4' LAG BOLTS W/ 1" MIN.
WASHER DIAMETER, 1" MIN. LONGER
THAN PANEL THICKNESS SPACED
3x3 POST
#14 SMS,
3 SMS
PER SIDE
(6 TOTAL)
#12XY4" SMS @
16" TYP. TOP &
BOTTOM
0 0 0
0 0 O EPS POLY
0 0 0 o ROOF
%/12
SLOPE
ADAPTOR
SHOWN
BEAM PERTABLES .
.--. �. -=Yyi'1'CIY.('AllEfiilNG E�
:aL'�JBiit IJK4'USET UF.ASTF#Eix
(•�° ; 3/ "') AT 8" O.O. FQft UP'
FOR-COMPOSF-FE-`iOOFS:
O 130 -MPFI )-'MND SPE6ED
910 x (i i-1/2' j �.k_i.S •Wl
E,XPOSUR` "D"; o' O.e;. FOR
1-1/4-0 FEAJDER ,V�LASi LEAS
ABOVE 1301IMPI i!;JVD UP 10
:@12�D.4,:/~L 7#=
.11UQ MP.N WING SPEED
PANEC i'rt10KA1�5 + 1"}
- E�QSI]Rf
ROOF GEARING
-(SHOWN) -AND.24`-0;C. @
GAUU ALL EXPOSEDWR�EN
�ION�F�R)RiG ELEI;lENT (5Il]E
=HEADS: &-%P S 1ERS
W fi
FOR PAN ROOFS:
PjEACH #Sx 1/z".L,ONG S_M-1
.:..::..
-::-:_.•`. _::....... .......:..:.
P-ER-12'.PA4if L W13F4': .
:r:.:..:..=
-
-ALt11,�iFI UW-PA14-- ASHER
-
-
ROOFI?AI�iEL
_ o SUPPORTMt BEA1V1
ROOFz:P.A- -EL' T-D BEANI.FASTEN'� ;EIETA �
CONCRETE
LDT38212->
(OR EQUAL)
1
NOTE: THE TAPCONS CAN.BE REPLACED
WITH TWO (2) 1/2" WEDGE ANCHORS
(REDCAP, HILTI, OR EQUAL) WITH 2-114"
MINIMUM EMBEDDMENT. ALSO, IF BUCKET
IS BEING ATTACHED TO WOOD USE THE 3/8"
- 3" WOOD SCREWS, W/ 1-1/4" WASHERS,
TO SECURE THE BUCKETS. WEDGE ANCHOR
MUST BE EQUAL OR HIGHER STRENGTH.
CONCRETE Nam:
t"
(MIN. EMB.=2-1/4")
3" x 3" BUCKET CONNU
an
POLY ROOF CARPORT
DWG. # RVC-2017-106, REV. 0
October 7, 2017
SHEET 3 OF 3
POLY ROOF CONNECTIONS
HEIGHT 8'-6", 150 MPH, EXP.-'C'
R V CONSTRUCTION
3318 COLUMBRINA CIRCLE
PORT ST. LUCIE, FL 34952
OFFICE (772) 380-8253
LICENSE # CRC 1330965
LOCATION:
NAME:
HANSEN RESIDENCE
ADDRESS:
8215 E. BITTERBUSH LANE
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(d1centurVlink.net
i FLORIDA P.E. Lic. No. 42835.
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