HomeMy WebLinkAboutSITE SPECIFIC DRAWINGMODULAR HOME
NOTE: THERE WILL BE KNEE BRACES BETWEEN THE FRONT AND
E BACK CENTER COLUMNS AND THE MID BEAM, THE SAME AS
X SHOWN ON THE RIGHT SIDE ELEVATION VIEW BETWEEN THE
1 RIGHT SIDE GGLUMNS AND THE EDGE BEAM. THE"2x3 EDGE
S BEAM AND MID BEAM SHALL BE ATTACHED TO THE UNDERSIDE
T OF THE POLY ROOF WITH #12 SMS, 3" LONG, STARTING 6"
1 FROM EACH EDGE AND EVERY 24" O.C. THEREAFTER.
N
G NOTE: THE EXISTING WOOD GARAGE IS A FLORIDA BUILDING
CODE APPROVED BUILDING AND CAN ACCEPT THE LOADING
W FROM THE CARRIER BEAMS AND THE KNEE BRACES.
O
O NOTE: THE BACK WALL IS THE SAME AS THE FRONT WALL
D WITH RESPECT TO THE CARRIER BEAMS AND THE KNEE
BRACING EXCEPT THESE ITEMS ARE 9" HIGHER.
G
A NOTE: THERE ARE A TOTAL OF FOUR (4) KNEE BRACES USED
R HERE; ONE BETWEEN EACH COLUMN AND THE ASSOCIATED
A EDGE BEAM OR MID BEAM.
G
E
3" - 1 LB. POLY ROOF w/ 0.032" SKIN
SITE SPECIFIC DRAWING
NOTE: THERE SHALL BE NO STRUCTURAL ATTACHMENT FROM
THE COLUMNS TO THE MODULAR HOME AND FROM THE POLY
ROOF TO THE MODULAR HOME BUT 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 KNEE BRACES, KB, SHALL BE 2x3x0.070 MEMBERS,
CUT AN A 450 ANGLE AT EACH END WITH THE SHORTER SIDES
AT 30" LONG AND THE LONGER SIDES AT 38" LONG. SEE
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 MB WITH 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. ALL THESE CHANNELS SHALL BE 4.5" LONG
AND THE NEARER EDGE SHALL BE 24" FROM THE CORNERS.
38•,
KNEE BRACE
30"
3" -1 LB. POLY ROOF w/ 0.032" SKIN
12" OVERHANG ON FRONT, BACK AND LEFT SIDES
19'-8"
PLAN VIEW
3" -1 LB. POLY ROOF w/ 0.032" SKIN
8'-9"
8--0" I
RIGHT SIDE ELEVATION VIEW
E
X
T
W HESE PLANS AND ALL PROPOSED WOFA(
O �,0 ARE SUBJECT TO ANY CORRECTIONS
O �y o�O�a REQUIRED 8Y FIELD INSPECTORS TH RT 7 -5
D OPEN CGP� G friAY BE NECESSARY Ita ORO�'PI TAPEN
G O CO �7?LY 19ITH ALL APPIKAU C�£S. 6.0..
A •
R
A
G
E
Lvk z ra, `_".`_ _ wX(STING=NQMINAL4I ISLAB' ES' t ==aa a uG = e
3" 9'-1" 13- 1
18 =8•• I
FRONT ELEVATION VIEW
KNEE BRACE DETAIL
PER TABLE 1
;,
TOTALFOU/ 3xO.O7O, BACK END
MITERED W/118"
4
,U-CLIP,
(6) #12 SMS
FINTO
COLUMN/ CARRY
g,,?
BEAM, (3) #12 SMS
INTO EACH SIDE OF
F
KNEE BRACE (TYP.)
CHANNEL
NOTE: KNEE BRACES SHALL BE 2x3X0.07 MEMBERS AND SHALL
BE Y-10" LONG. EACH END SHALL BE CUT ON A 450 ANGLE.
THIS ALLOWS FOR EACH END TO BE T-0" FROM THE CORNER.
NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE
COLUMNS AND CARRIER BEAMS USING A T' 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. ATOTAL OF TWENTY-FOUR
(24) SCREWS FOR EACH KNEE BRACE. TWO (2) 318" BOLTS
CAN BE SUBSTITUTED FOR EACH SIX SCREW CONNECTION.
POLY ROOF CARPORT
DWG. # RVC-2017-102, REV. 0
September 21, 2017
SHEET 2 OF 3
SITE DESIGN DRAWING
R V CONSTRUCTION
3318 COLUMBRINA CIRCLE
PORT ST. LUCIE, FL 34952
OFFICE (772) 380-8253
LICENSE # CRC 1330965
I11d•LV11GRA
NAME:
HARDING RESIDENCE
ADDRESS:
3605 PEBBLE BEACH LANE
CITY/STATE:
PORT ST. LUCIE, FL 34952
COUNTY:
ST. LUCIE
DRAWINGS NOT TO SCALE
/ ST. LUCIE Cb1iNTY
BUILDING DIVISION
REVIEWED
FOR COMPLI
REVIEWED BY
DATE - f
PLANS D PERMIT
MUST BE KEPT O JOB OR
NO INSPECTION WILL BE MADE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-64", (352) 750-6207
bobdu nlea(alcenturvi i nk.net
FLORIDA P.E. Lic. No. 42835 -
pNiHONY
* V I'/- nv.
9dTAAW
P =lu�U
�g .n_ • ORVD•._.C?��e�
TABLE OF ROOF BEA`
'S, COLUMNS, PURLINS ): ") GIRTS:
,RAMETERS: POLY ROOF CARPORT
ID SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA
LDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION
FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL
TABLE 1 - MAIN ROOF MEMBER SCHEDULE
MEMBER MARK IMANF.1 WEIGHT WTERIA THICKNESS
LENGTH DESIGN BASIS
# I SKIN POLY SKIN
1 FT.
FL PROD. APPR.
POLY ROOF PANEL # 1 PRP7 ELITE 1 ALUM 3" 0.032
OR =
14'-6"
FL7561-R3, DWG.
FL-1001, 3-20-15
TABLE 2 1 MAIN MEMBER SCHEDULE
- MEMBER
I MARK
I SIZE
MATERIAL
TYPE
I THICKNESS
ILENGTH DESIGN BASIS
b x t
ALLOY
I
W
F
I 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'-0"
CALCULATION
C2
3x3-12
ALUM
TUBE
0.125
0.125
V-9"
CALCULATION
CBI
2x7
ALUM
SMB
0.550
0.120
9'-4"
CALCULATION
EBI
2x3H
ALUM
HOLLOW
0.090
0.090
14'-6"
CALCULATION
MBI
2x3H
ALUM
HOLLOW
0.090
0.090
14'-6"
CALCULATION
KB1
2x3-7
ALUM
HOLLOW
0.070
0.070
3'-0" `
CALCULATION
NOTE: •AVERAGE
ADDITIONAL SITE SPECIFIC INFORMATION
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 MANY OPEN AREAS AROUND IT. THE ENCLOSURE IS
ABOUT1000 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 1 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 1.
THE NEW POLY ROOF CARPORT IS BEING INSTALLED BECAUSE THE EXISTING CARPORT, WHICH WAS BUILT IN THE
1990S, WAS DAMAGED DURING A RECENT HURRICANE IRMA THIS SEPTEMBER. THE FRONT IS 8'-0- HIGH AND THE
REAR IS 8%9" HIGH: WITH A RUN OF 14 FEET GIVES A SLOPE OF ABOUT 0.64 INCHES PER FOOT. THE POLY ROOF
1 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 8'-0", 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.
2 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 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.
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 INTERNAL CONNECTIONS SHALL MEET THE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 WHERE APPLICABLE, THE LOCATION OF ALL "K" 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".
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 5
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
DRAWINGS BETWEEN COLUMNS AND CARRIER BEAMS BELOW.
OPTIONAL CARRIER BEAM TO COLUMN CONNECTION
BOLTED CONNECTION - OPTION # 1 BOLTED CONNECTION - OPTION # 2
THE ROOF BEAM CAN BE CONNECTED THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN
TO THE COLUMN WITH TWO 1/2" SS WITH TWO 1/2" SS NUTS, BOLTS AND'SS WASHERS.
NUTS, BOLTS AND SS WASHERS.
2" WIDE CARRIER BEAM
(CBI OR EDGE BEAM (EB)
PLAN VIEW - CORNER COLUMN
2" WIDE CARRIER BEAM
ICB) OR EDGE BEAM (EBI
PLAN VIEW - MIDDLE COLUMN
6
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.
THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
ANY TWO BEAMS MUST BE THE LISTED SPACING, +1- 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.
i
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.
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.
I
10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS:
A PERIMETER FOOTER AN7 THE SLAB SHALL BE MONOLITHICALLY POURED,
B ALL REQUIREMENTS OFITEMS 8 AND 9 ABOVE.
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING.
U
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.
DWG. # RVC-2017-102, REV. 0
September 21, 2017
SHEET 1 OF 3
GENERIC DESIGN DATA
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:
HARDING RESIDENCE
ADDRESS:
3605 PEBBLE BEACH LANE
CITY/STATE:
PORT ST. LUCIE, FL 34952
COUNTY:
ST. LUCIE
OCT 0 4 2017
PERMITTING
St. Lucie County, FL
DRAWING IS ONLY ACCEPTABLE
BUILDING PERMITS & ONLY WHEN IT
THE ENGINEER OF RECORDS RAISED
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, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-64", (352) 750-6207
bobdun lea(ftenturVlink.net
FLORIDA P.E.UGi No.42835
p,NTHOti
i p S ATE/ F / •• �4
, c
sir, F •:;ZORIDP se
••O�ess�ONAL Eae°ee
Ci
O{3D OR CONCRETEUCTURE: r`.: Rur , AI _ ON i!Ori
+ JUECfION TO.5TR pRONT eLEVA i , oN SECTION AT BEARING
�--• '- COLUMN
A ±GN _ 5EJi 100'r FILE
E:NDSTQ.2' SOUND. �HTiNUN° 'ldeN iCOF TC-'. eS Yi¢tSOREFASCUi.15cc,-rmaYFASFFIdEOi-,i-ME40RdE(E?s_ENSURe.i+r"•M)kt PFN-eTnAneN_ ' " . )e%" SMS @
. PRE -Oki AVOID'SPLITnNG�SFALEO. Tq .
D'. Zz :, ?., WALL Cr)
16'TYP. TOP&
;. ' MASONRY" �n/. BOTTOM
EUM SECTION Al �3�AR INC �
LAG SPACIT iG TABLE 0
Ok �A`6 kiP_ .. '%ii" EMBED .: `. /EP-Zi i �` 1 Y� d i I o 0
T7�y� rcR TAPCON 2 ' - > CO _U M 7P '�
@ ED I i '.O.O_4' = ,D.G;� 0 0 0 EPS POLY
ENDS BW FROM '• liOBIPS: !!'G.0 I'�i00,3•O•G a o 00 ROOF
?II 3 +7 (° R I xC o 0
MAX. D.C.•' '-TG 3IPSr +:�.SNa' � .nfiE! ELITE TYPE 'E'
2' NOMINAL STRUCTURAL (EL7iE 1? c GUTTER OPTIONAL SLOPE
FACIA MINIMUMEP-73 r10 C 3" 0.G 10° O.C.
'NOTE: USE Yi Yi3'f EMBED �Lyj SMs(P3.Z% �30C 31lei •'�" _3q EL ADAPTOR
81b 4' SMS @ 7' O.C. [B] PEP_4' PANElTDP 8 TAPCONS, 46- & 4yd FROM ENDS, ,--= TYP. TOP a 3E "i CM 1§ C P� SHOWN
14' MAX O.C. TO HOLLOW BLOCK `wl = WALL LOAD USE T/' LAG BOLTS W/ 1" MIN.
BOTTOM. A00 (2) SMS 2' 8 4' FROM FAaI E I . ° _
ENCLOSURE END TOP & BPiTOM. HEAVY Gu-[k•-K'� y-y-,, , ° , ' RL_ ROOF � - WASHER DIAMETER, 1" MIN. LONGER • CARRY BEAM PER TABLES Z.
ADHEGrVE CAULXTOP & BOTTOM CONTINUOUS (OPT-) <, , THAN PANELTHICKNESS SPACED
ENCLOSUP,E TO CONCRETE DECK
ANCHORING DETAIL i ° °sABEAM PER���aR VvHENFAST+�t'1(N�Tp
OPTION I: USE Y: LAG 81OLTS '
"SEE GENERAL NOTE 310 FOR D ATION W/ I- MIAL WASHER OL&METER,-� � ORAWINGQC.iLdM1.AnON5 aLUif°IINUi% tf.SE�Y'.RuF.AsrH{Yn
COLUMN'PIR TABLES Ok 3'0'X3'%' ANGLE WITH (2) %'XIW EMBED, T`OOG4EESSS SPPA® PPER LAG - AN PANE- BOTH OPDONS; (2) %•TNRLBOLTS, - ('t'=.314') AT a' O.C. FQR UP. ; FOR-COfdPOSffE �400FS:
CARRY 9Ea14 TG tl)L11F04
SEALED. SIZE SPECIFIC . TAPCANS W/W MIN. WASHER DIAMETER TO SPACING TABLE THIS DETAIL ° ° . TO 130 -MPH-.4YIND o?EEP + . #10 x (t.+:1 j 6.:'M.Slwl -
DRAW1NG5/CALOILATION6 9-4BSHSTQ 0 NN,WFROMANGLEEoc�s j ° ° N�-�MN GcsiTExToFIT LXPOSURE'D"`o O.G. -FOR. 1 1-1/4-0FENDER.MiASHERS"
r OPTION 2: Lj THPLBOLTS TO C CARRY 9E•lEi SNUG
ONE EACH SIDE OF COLUMN ROOF, 4- FROM ENDS & iT . ,ABOVE 130 MPH YD UP TO
O.C_ TO 2'XLSdv¢' ANGLES GOTH OPRONS: , EA SIDE
OF C E, (E)
(EITTIEI SIDE IF P.EQU M BY ' =1} SMS EA LEG, EA sDE of COLUMN .1�q MPH CMNDSPEED PANEL TitICKi}ESS+'17+
BUILDING DEPT)._COLUMN PER TABLES OR SEALED SIt c ^ ' E{PQSURE'D' ROOF BEARING El-fNIEW4
. ' SPEOFM DRAWING/CALOIL A"i-ONS -(SHOWN) kPID.24` G.C. @
CAU.UK ALL EXPOSED SCROY {.ION -BEARING ELEMEI.sFF (SIDE
SECTION. AT SIDE OF ROOF PANEL -HEADS&W.4SHERS w
ttWjMS`UNG CONCRETE SLAB & FOOTING. SE STIE SPECIFIC - "
PETATTSNY ADDTiICIALFOOTING ENGINEERING SHEET .. FOR PAN ROOFS:
'LAGS, 4` FROM EN0.9& 24, MAY-O.G, 1°FON ............::: ......................
SAVE BEAM CONNECTION @ 1AlALL1.,•`LaNGE4THAr(PumTnaaNE>STQSECURE ROOF ! (3jEACH#8x1/�".LONGS"Pvi
/ TO NON•PRTMAAY WALLS ONLY- GLRK ALL SCREW PER•12",PAJ\t t 4V! Wir
.T 10 / HEA05' - `AL6ry1TN6tfrPAk7kI /AS.HER
SEE GENERAL NOT- 2+0 FGR L„,T_T TIO T(P, TOP & "'.'.
. BOTION.
FT�
POLY - LASED AS REQURIEO WHEN ° .O °.' ° ° SITE ROOF f - .. - ...:
CONNECTING TO WALL} a ° PANEL
•:; _! _ _ _ - _
H aWLTTHROUGHrcvlcm
' ANGLE TO P-W, ° azx26Gx° oNUN. _..— ROOFPANEL
`3°x-3-i' ANGLE FASTENED TO INSIDE &BDTIOMbFCAVD'BEANw/(z]` SURPORFtNGBEANiTHRIPaLTS SIDE, (S)a14 SILS BO17OM, ° 0 2^2`%/e' ANGLE, (3] 714 SMS EA
' :'CiiR,7Y BEAM PER LEI,, EA MOE OF BEAM -
. TAELESpA SF.Ai.FG EMBED mTDNS OR TO O D (WN::Z a _ _—
'' .. EMBED TAPCONS OR TO WOOD (MIN ZIC,
.. ..SLF'$FECTAC WT'E,RITY BY OTHBLS) WITH (3)_-14sd%-
WOOD WDQS99 MQF .. _.. �.
MNAM
RO.OFP.Af4EL TO BEAM .FASTEN'ING=DETAIL,
lE3tL1 ;TONS`- TOP(lYP'cTO10
....
cY a uslan .097' SEETABLE.aAnw BEAWSPLICE
INEE'STQ(1.S:T.VSIl 9E5TGN T; Pa -
1)4rIN5IRN�241DRRTA'.iISE. r• I • OVER COLUMN 3x3 POST-> BUCKET THICKNESS NOTE: THE TAPCONS CAN. BE REPLACED
TriJ7A 4 ENC ERIAjC wa.L 2:'. 3 ZpE .
E;RE{,9LRETi'rnR'OIIA..E.vN�,S.�ONS Br Cif S; LAc -Tq{. MUST BE 118 MIN WITH TWO (2) 1/2" WEDGE ANCHORS
Z ••ir ONTROSEAS5.,cuFLEDO ,., BEAM y (SEE: EACH C.1RRY LOBEAN 941;
aF{'I1 ALLEXTRLiS1OMS TO BE _ TABLE (S) ,a.1i SMS 1' f•ON LIXNG-cP. THAN'.." . ... '§' )
: h. 1' ;.-z (REDCAP, HILTI, OR EQUAL WITH 24/4"
6=.;u 4LI7'1fJUM` in BELOVrj 1 414 PLATE PANELTTECIWE56 #14SMS i T a, ;.'4 i`, MINIMUM EMBEDDMENT. ALSO, IF BUCKET
J 2 X VARMS s•„mom m 3 SMS x, 3�BUC• KEP IS BEING ATTACHED TO WOOD USE THE 318"
r.LAP BHll ii}SINS r mo.p� —1 PER SIDE a,,""`'' -} ? may'- - 3" WOOD SCREWS, W! 1-1/4' WASHERS,
®E(os & ° , ° ° ° �° (6 TOTAL)°" T TO SECURE THE BUCKETS. WEDGE ANCHOR
i^z.a• ; 24" G-c, ,I ; °� r,�,. MUST BE EQUAL OR HIGHER STRENGTH.
MAX TOP
" a
.055°� 1 ; ° lYy 3.9a` izi' T*T ¢r•n
ti9a"dkiv TYP. _..
i i cCxax_aEAt1
2X3 .. ..a .Z. ..' ..
X3 CONCRETE TWO
EEel1 TOP $!L'E 5•WIGE :.Ya"iAIX-•T t'r :.: '--.. Y
�,'•'S'"c4:F.P=i _ ^i BcAH -'n L - ALUM. PL`.F-ON vim.. 3/8" - 3" CONCRETE
.: IL•2.E:.: i <;, z:s . 9•.o4rl `i`, ': .. LDT38212a TAPCONS
SNI 2Xs .L;a•.GSG• s7DeQFcti:arsrs, �_ (OR EQUAL) 2-1/4"
/' "'<. � `iZ i z z^t :134•.G—� _ 1 (MIN. EMB.=2-1/4-)
Sr10Wry °1 L� ,2i0•.672' _ mWMN PER IAA= i''.- .,�:
3: DtS .aio G�� z"Min• 3" x 3" BUCKET CONNECTION
't :•:_r°uar{( :.t_J_. -1•U`�=0-3Sr.092•.
POLY ROOF CARPORT
DWG. # RVC-2017-102, REV. 0
September 21, 2017
SHEET 3 OF 3
POLY ROOF CONNECTIONS
1EIGHT 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:
HARDING RESIDENCE
ADDRESS:
3605 PEBBLE BEACH 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
bobdunleaftenturylink.net
FLORIDA P.E. Lic. No. 42835
®®•�°°PN7Horoy°vo
tE /?14 O ATOF 11 e
%ti�'� 0'• ORIOP;' \�eQ
°°ZONAL