HomeMy WebLinkAboutSCREEN ROOM PLANSTABLE OF ROOF BEAMS, COLUMNS, PURLINS AND GIRTS• }' SPECIFICATION NOTES AND DESIGN PARAMETERS: MANSARD SCREEN ROOM
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE.FOR A HEIGHT 12'-0", 145 MPH , EXP. •B• 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH DWG. # JRL-2019-01 1, REV. 0
WIND SPEED. THE ITEMS BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE
BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION AAF STANDARDS OF iHEI'GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR THE TABLES ARE APPLIED. February 4, 2019
OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT 12'-0", 145 MPH, EXP.'B'
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL 2015 EDITION. B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER SHEET 1 OF 4
i FBC FIGURE 1609C BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10. -
TABLE 1 _ MAIN MEMBER. SCHEDULE
MEMBER
MARK
SIZE
IMATERIALI
TYPE
I THICKNESS
LENGTH DESIGN BASIS
b x t
I ALLOY
--I
W"F-
ROOF BEAM # 1
COLUMN # 1
COLUMN # 2
PURLIN # 1
CHAIR RAIL # 1
CHAIR RAIL # 2
CHAIR RAIL # 3
CHAIR RAIL # 4
EAVE RAIL # 1
EAVE RAIL # 2
WIND BRACING
RI
2x8
ALUM
SMB
1 0.072
0.224
28'-0"
CALCULATION
Cl
2x4H
ALUM
HOLLOW
0.050
0.050
9'-0"
I CALCULATION
C2
2x4H
ALUM
HOLLOW
0.050
0.050
8'-10"
1 CALCULATION
P1
2x3
ALUM
HOLLOW
0.050
0.050
NA
#200 CALC. _
CR1
2x3.9
ALUM
HOLLOW
0.090
0.090
12'-0-
CALCULATION
CR2
2x3-9
ALUM
HOLLOW
0.090
0,090
13'-9"
CALCULATION
CR3
2x3-7
ALUM
HOLLOW
0.070
0.070
10'-9"
CALCULATION
CR4
2x3-7
ALUM
HOLLOW
0.070
0.070
9'-0"
CALCULATION
ER1
2x2
ALUM
HOLLOW
0.046
0.046
V-9.5"
CALCULATION
ER2
2z2
ALUM
I HOLLOW
0.046
0.046
14'-7"
CALCULATION
WB
1 2x2-12 1
ALUM
.HOLLOW
0.125..
0.125
NA
CALCULATION
1
_
C DESIGN PRESSURE: (18114),W W @ 25.52 PSF, LW @ 18.92 PSF; SCREEN ROOF @ 7.48 PSF PER TABLE 2002.4.
GENERIC DESIGN DATA
D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
E ALLOWABLE. DEFLECTION: L I60-MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC.— -
HEIGHT I2'-0" 145 MPH EXP. 'B'
F CONTINUOUS LOAD PATHt S PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
JRL ALUMINUM SERVICES, INC.
2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
1304 NE 24 ST.
A ALL EXTRUSION MATERIAL'S SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE.
JENSEN BEACH, FL 34957 '
B FASTENERS: ALUMINUM ALLOYS #2024-174 8. #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
OFFICE (772) 529-2674
300SERIES STAINLESS STEEL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
FAX (772) 398-2997
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 BEIMNYL-COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 x 14, 58%OPEN MINIMUM.
LOCATION:
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.
i E MATERIAL UPGRADESI(STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
ADDITIONAL SITE SPECIFIC INFORMATION F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY.
THIS SCREEN ENCLOSURES IS LOCATED IN A RESIDENTIAL COMMUNITY SOUTH OF THE GLADES CUT OFF ROAD AND G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT
WEST OF ROUTE 951N PORT ST. LUCIE. THE ENCLOSURE HAS MANY OTHER HOUSES AROUND IT. UNDER THE ; SCREENING OR KICK PLATE•WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER.
EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE IS AN 1 HALL DOOR JAMS (DJ) SHALE BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
EXPOSURE 13'. ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY LOCATION", A PRODUCT OF 'APPLIED I, 1 IT IS ALWAYS ACCEPTABLE TO ADD A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED.
TECHNOLOGY COUNCIL' THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK CATEGORY I ENCLOSURE IN THIS -I _
NAME:
BATRA RESIDENCE
ADDRESS: '
8020 PLANTATION LAKES DRIVE
CITY/STATE:
PORT ST. LUCIE FL 34986
COUNTY:
ST. LUCIE
LOCATION IS DICTATED BY A WIND SPEED OF 145 MPH. HENCE, THE DESIGN PARAMETERS BEING USED HERE ARE 145,
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 DETAIL'S, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE
IN ACCORDANCE WITHITHE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
i,
4 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". '
5 ALL STRUCTURES ERE�TED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN
CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C.
(MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE.
6 ' THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
ANY TWO BEAMS MUSTBE THE LISTED SPACING, +/-2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
AVERAGE SPACING Sii_OWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
.7 IF DESIRED, THE 318" BOLT LT SHOWN IN THE WIND BRACING CONNECTION (SHEET 3, #2), THAT SECURES THE 2x2x0.090
MEMBER TO. THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) #14 SMS. THE
#4 SMS MUST BE 112" FROM THE END OF THE U-BRACKET AND AT LEAST 314" APART (STAGGERED) FROM EACH OTHER.
NOTE: L-BRACKET, 2x3.0A25 OR STRONGER, CANBESUBSTITUTED FOR THE U-BRACKET. - WHEN USING L-BRACKETS;
SIX (6) #14 SMS MUST BE USED, THREE (3) INTO THE ROOF BEAM AND THREE (3) INTO THE WIND BRACE MEMBER.
8 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 BASE, WALL $ CEILINGFASTENERSMUST BE NO MORE THAN 24" O. C. WITH MINIMUM ENGAGEMENT OF 2".
1
9 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
L A PREPARED SOIL MUST BE COMPACTED AND TERMITE PROTECTED AS REQUIRED BY THE COUNTY,
'�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 WHEREVER NECESSARY' NEW CONCRETE SLABS SHALL BE SECURED TO EXISTING CONCRETE SLABS WHERE THEY ABUT
( WITH #5 REBAR EVERY 24"I`O.C. TO AVOID SETTLEMENT.
SCANNED
10 ' ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTSASA MINIMUM:R
i A SOIL BEARING PRESSURE IS 1500 PSF (MIN) AND VAPOR BARRIER IF THE FOOTER ABUTS LIVING QUARTERS„ BY
L B ONE#5REBARFOR8"xaIAND TWO #5REBAR FOR LARGER FOOTERS St. LUCID COU
11 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS:
L�
B ALL REQUIREMENTS OFjA PERIMETER FOOTER 1CALLY POURED ITEM 9AND 10 ABOVE. WITH CONCRETE @ 3000 PSI (MIN).
ALL REQUIREMENTS OFIITEMS 9 AND 10 ABOVE.
MPH WIND LOAD, EXPOSURE 'B', RISK CATEGORY I.
'
THIS NEW SCREEN ENCLOSURES IS BEING INSTALLED ON A PROPOSED 12" x 12" PERIMETER FOOTER (BY OTHERS). )
THIS FOUNDATION IS ACCEPTABLE FOR THIS STRUCTURE. THE MANSARD SCREEN ROOF IS BEING ERECTED ON 'y
PROPOSED STEEL WALLS 10" STEEL COLUMNS (BY OTHERS). THE MANSARD HAS A RISE OF 3'-0" AND A RUN OF 4
7'-0' FOR A SLOPE OF 230. THE DESIGN DRAWINGS FOR THE SCREEN ENCLOSURE IS SHOWN ON SHEET 2.
CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3 AND 4.
i
i
FOR BUILDING OFFICIALS ONLY:
THIS DRAWING IS ONLY ACCEPTABLE
FOR BUILDING PERMITS & ONLY WHEN IT
HAS THE ENGINEER OF RECORDS RAISED
SEAL. COPIES ARE NOT DEEMED VAUD.
r� �� w _ j
VPT ij
i
(
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.
_ e--)
J
FOR%j
REVIEWEE)
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(352) 750-6207, (772) 285-6444
IJObC)UIIIe2(clIcentUPVIl11((.rlet
FLORIDA LIC. NO.42835
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L+T �, ICI COU14TY
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Bocc
1 I ;;
Ir
10•
10'•9"
3'-0"
II
�L
10"
30'-0"
13..9"
t0"
3'-0• 6'-0" 3'-0"
LEFT SIDE ELEVATION VIEW
NOTE: THE 2x8 SMB ROOF BEAM
CAN BE ATTACHED TO A 2x2x0.44
MEMBER THAT CAN BE BOLTED
TO THE EXISTING STEEL BEAMS
THAT RUN ACROSS THE TOP OF
THE EXISTING WALLS.
t
6'-0"
SITE SPECIFIC DRAWING
HOUSE
nuubL
WB-> Ria
a-2x8 R1>
<-2x8 R1a
<-2x8 Rta
<-2x8 R1�
<-2x8 R1>
<.2x8 R17>
<-2x6 R1a
<-2x8 R1->
WB->
c2x8
Pt 2x3
Pt 2x3
P1 2X3
P1 2x3
P7 2x3
2,3
Pi 2x3.?
P1 2x3
Pt 2x3
P1 2x3
Ri->
4-2x8 R1a
<-2x8 Rte
<-2x8 R1->
4-2x8 R1->
<-20 Rta
,r
<-2x8 I R1->
<2x8 Rt->
<-2x8 Rta
<-2x8
P7 2x3
P1 2x3
I P1 2x3
P1 2x3
P1 2x3
2x3
Pi 1x3'N
P1 2X3
Pt 2x3
P'I 2x3
Rt->
<.2x8 Rt->
<-2x8 R7->
<-2x8 RN
<•2x8 Rt>
o-2x8 Rta
<-2x8 Rta
<-2x8 Rt->
<-2x8 Rt>
<.2x8 ,
P1 2x3
P1 2x3
P1 2x3
P7 2x3
Pt{ 2x3
2x3
P1 2x3
P7 2x3
Pt 2x3
Pt 2x3
1
R1a
<-2X8 R1->
<.2x8 Rt->
<-2x8 R1->
<-2x8 _- R1>
<-2x8 Ri->
<-2x8 ' R1a
4-2x8 Rt->
<2x8 R'L>
<-2x8
P7 2x3 I
Pi 2x3 1
Pt 2x3
Pt 2x3
Pt 2x3
2x3 I
P1 2x3
'P1 2x3 I
Pi 2x3
Pi 2x3
WB> R1->
<-2x8 RN
<-2xW B R
<-2x8 R1>
<.2x8 '`R1a
<-2x8 Rt->
<.2x8 R1->
[4"218 Rta
<-2x8 Rt->
<-2x8 WB->
7'.9.5• I
7'
7-9.5" I
-95" I
7-9.5" I
7-9.5" I
7-9.5" I
7-9.5• I
7-9.5^ I
7'-9.5"I
77' 10^
PI AM VIPllU
FRONT ELEVATION VIEW
FILE COPY REVIEWED F
OR
CODE COMPLIANCE
,
t ` ST. LUCIE COUNTY
r BOCC
1.
70"
16•-0"
3'-0"
10"
130'-0"
61-10.5
6'-10.5
_1.
io•
3'-0" 1 6'-0• 3'-0"
RIGHT SIDE ELEVATION VIEW
MANSARD SCREEN ROOM
DWG. # JRL-2019-011, REV. 0
February 4, 2019
SHEET 2 OF 4
SITE DESIGN DRAWING
HEIGHT 12'-0", 145 MPH, EXP. 'B'
JRL ALUMINUM SERVICES, INC.
1304 NE 24 ST.
JENSEN BEACH, FL 34957
OFFICE (772) 529-2674
FAX (772) 398-2997
LOCATION:
NAME:
BATRA RESIDENCE
ADDRESS:
8020 PLANTATION LAKES DRIVE
CITY/STATE:
PORT ST. LUCIE, FL 34986
COUNTY:
ST. LUCIE
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(352) 750-6207, (772) 285-6444
bobdu nlea(diaenturvli nk.net
FLORIDA LIC. NO.42835
NIATHO/yY
NO.428a!T y
2 ^*
Y J�•
^�,®bOos�,��NAL ENaoe°o
MANSARD SCREEN ROOM
pIfice
ate
MIFi'rspN¢s �IOND far---dwas, Me10-1 S1T6 50_g2HJ:
�eDfi��nsfw 9?hle andfor3YdgMbean Wgm1 ..fi0fi1T6 a5052h-�
Maxunum angle for n¢nsa1ds35^ .
e' 4
R` 4
,
+ b
z-`!14SA5TyP1od � + •'f:'
v=r
iP SvewpSSlti rs RgterJdntDeybeatuSem
- . to a®nmd iS plan -.Pam betm. fits
a)mg rNbxldm nay 11671n r, WGI-Uri
-Tlwdrsxm, aTuf *g. M�n¢s I,e[iveP,1saexa.
EQge Di .farS g•A'
MNM,um Sc, N Sp d-9: 5/8-
SPLICE SPECIFICATIONS PER TABLE BELOW
TYPICAL ELEVATION FOR BEAM MITER SPLICE
[ DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY ALSO SERVE AS SPECIFICATIONS FOR
A STRAIGHT SPLICE, MAINTAIN 3116" PLATE AND CONNECTOR SPECIFICATIONS,IN TABLE below FOR ALL]
�1
Table for Beam Splice Plate Size and Fastener Re uirements
Beam Splice Plate Requirements
for -,Beams of 6005T5 alto
.Beams of 6005T5.allo
#14 SMS-.
Total
Fastener Spaces
MEMBER
ISMS)LENGTH
PLATE
Me
6005T5
Required Thickness
Per Side
#14 SMS
Number.of Spaces
5052H32
,6061T6
Per End
Per Splice
Horizontal
Vertical
2x4 - 2X6
10"
8.7,13-9,17.4
3/16"
118"
6
24
2
2
2x7
14"
223
3/16"
1!8"
8
32
3
3
Zx8
18"
6.7
5116"
1/4"
9
36
4
4
2x9
18"
107
318^
1 1!4^
1 10
40
6
5
2x10
20" i
1475
3/8"
1 5116" 1
11 -
- 44
..-...................� ..�� tea„" P,"- a- vu-,, I Dea,Irs,Dwans< Is a sneer augy, buev b Is a plate auoy-
•• AM1Ma[iIRJAL iINi c$Ilt[H
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P�GUTaT1
PuW
I
ale' B emT
xu'xsz�>o=Pw1E l+�m
BPDJNG RA,e(ABUTa I48LLAD
PD1IE aY�IG PIATEMAY eE
DREW, W L'MM EdT TMOI IffRR
BEAN t"1®D'OY
ALTI N(ATE CONNS:�(TON OF 01ANNEL' A^ L
4EAO1R145MSTHRUOUANWLWEB Plan.VeW
THIN) BEAM WEH OdTO BACKING PU lE
NB'OSOQ
BPHwa.Ye'&QLL R.QEPBytat®
rmr+aa rnser�¢Nw Daaa,AL
T3�NAaie[ -
fu�ammal
SEE ITEM 7, SHEET
[72]
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6vx. -Oraxx,L Rze>3nar �xNaaetrl \`
ed ��AImANWvr�wxm
Section CG1 Beam
SCREEN P.00F DIAGONAL BRACING S0j5VMC (.Tl) ?
zBn.va,IG NrircTHE�mNM�Talmusl+ae<umITarmxswc,c PMB,R6'n2 Raa Plan View
K-BRAC:1NG :Dr=TAtL
TYPICAL SCREEN WALL ELEVATION
( NOTE: ALL K-BRACE MEMBERS ARE 2x3x0.1370. ALL
SHEET METAL CONNECTING SCREWS (511AS) ARE 914. )
.0
xr xLB'ANGLE FA
iH4 SMS EACH SIDE
DWG. # JRL-2019-011, REV. 0
February 4, 2019
U1/4-EMSEDMENi(MIN. r w it
SHEET 3 OF 4
■
■
STANDARD CONNECTIONS
_ _
LECOPY
_ —_— � 4-1'xY O.B. BASE PLATE
rMIN. a r^� p£ �
HEIGHT12'-O',145MPH,EXP.'B'
k.x
JRL ALUMINUM SERVICES, INC.
.14]"M
1304NE24ST.
xiMPEamrai�2 t
JENSEN BEACH, FL 34957
:. -; w �GGIE .oR. tAe;._;s..,<„
OFFICE (772) 529-2674
3" x 4' z 1/B-PLATE ON
EXTERIOR; 3- LONG. x 1'
K-BRACE x 3- x lir ANGLE ON
IFT—. ORW/16sA1StS
PER SIDE) INTO BRACING
CORNER POST AND WALL AS SHOWN.
K-BRACE. DETAIL"A"
v x r x 1/e' ANGLE,
T LONG WI SMS INTO
BRACE & INTO POST POSTIODLUMN
HORizONTAL
MEMBER' Ms (fYP.J
TOP VIEW 3112' x 6" x 1/8" PLATE
K-BRACE
12(6PERSIDE, TYP.)
_
14 7PER SIDE, TYP.)
GIRT CHAIR RAIL
GIRT CHAIR RAIL
t �
Q
K-BRACE
3-U2' x 6• x
COLUMN
118' PLATE
—V
K -BRACE DETAIL
"B"
' 1"x3-x 119"ANGLE, r
POSTICOLllMN LONG WI SMS INTO
BRACE AND INTO POST
SMS fP.
TOP VIEW 3-112'x6'x 11B'PLATE
K-BRACE 3"x 4' x 1/6- PATE ON EXTERIOR
CORNER 3" LONG x1-x3"xl/e"ANGLE ON
POST INTERIOR YdI a EMS( B PER SIDE)
IL7 BRACING& WALL AS SHOWN.
.61 B PER SIDE TYP.'
1x2 OR US SOLE PLATE
■
v ■ a
FOUNDATION - )
)
K - BRAG E DETAIL "D••
COLUMN / FOUNDATION FASTENER FOR 2x2 AND 2x3
NOTES: LOAD CONDITIONS: CONNECTION UPLiFTCAPACITY= 1,1Ola, SHEM CAPACITY=mg.
1)THISDETAR.MAYNOTBEUSEOFOROOWMNSLMGERTIUWrx3•, 2)7W0D)EACHX319-DULBOLTS
'MAYBE_W13STRUTED FOR THE 3 EACH g14SMS (2 THRU BOLTS REPLACE 6 SCREWS) 31 Cb,, .FASTENER
SPECIFICATIONS: CONCRETE FASTENERS MUSTHAVEA (MIN.) ULTIMATE ULTIMATE TENSION CAPACITY OF
2,SCO A ORA WoNMIG (MIN.) TENSION CAPACITY OF 640E, AN0, A (MIN.1 WORKING SHEM CWACIY
OF30Dg. MONOTSUBSTTRITE We DIA CONCRETE ANCHORS FORLMGERSDEANCHORS4
FORT x4-8 rx SCOWMNS
SIX(6) g14 SMS(IYP.
ANCHOREDGEMSTANCE=3-
1M' DIA CONCRETE ANCHOR wI
(� ®
ANCHOR SPACING=2-FOR 2x4
2 EMBEDMEM IN. P.
"OSTS.3"FORK POSTS
NOTE DO NOT SUBSTITUTE LMGER
OIANETER CONCREILANCHORS
TMW.
rxros BASEP
CONCRETE PERIMETER
. FOOTER OR SLAB
COLUMN / FOUNDATION FASTENER FOR 2x4 8:2x5
LOAD CONORONS: CONNECTION UPLIFT CAPACITY=1,680E, SHEM CAPACITY=1.184E.
NOTES 11 THIS DETAIL IS FOR h4 AND 3 S COLUMNSIPOSTS ONLY.
2) CONCRETE FM712NERS MUST HAVE M ULTIMATE PULL OUT CAPACITY OF 2.110 9OR
A WORKING PULL-0UT CAPACITY OF 32W. 3) TWO (2) EACH x 3/8" DIA BOLTS MAYBE
SUBSTITUTED FOR THE 3 EACH E14 SMS ( 2 THRU BOLTS REPLACE 6 SCREWS }
(r x 6'COWMN SHOWN )
x
MEWW
rI1MIN) Ta' A• C
6
NOTE:6A1x3BASEPLATEISTO ...8"BE TIN
BE USm THEN IHEANGLES CAN
OFMEANS ORSMUSTR ME N COFOOTERORSLARER
M SAME. ORS MUGTREMAIN I FOOTIIL OR SLAB'
'RIE SANE
COLUMN / FOUNDATION. FASTENER FOR 2x6 THRU 2x10
NOTES: LOAD CQNDmONS: CONNECTON UPLIFT CAPACITY=2,400E, SHEAR CAPACITY=2,000,
1)^THIS OETML IS FOR2x67HRUh10 COLUMNIPOSTPERTABLE 1. SIIEETt.
21 2 x 3M' DIA BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH 114 SMS (2 WRU BOLTS REPLACE 6 SCREWs6
3) CONCRETE FASTENER SPECIFICATIONS: ANCHOR -A• (CLOSESTTO EDGE] IS 318" DIA x 3- LONG..I r
EMBEDMEM UL71M M"E'(FARRi PAC OF
IS318^ AWO LONG I -)ENBED6fENT,ANCHOR'A'MUS
HAVERMIN.ULTIMATETENSION (OF30YOF2,550E EANWORKING (MIN.)TENSIONCAPACm'OF 640E:4i
AMIN W4°JAK9511EMCAFKRY OFRIONCONCRETE ANCHOR Cal -SODA,&MIM WOWING
GS EWCPE
TENSION CAPACITY BSTn T M ' CONCRETE
TENSIONS WITH ANCHORS
E; d MIN- GVIID SHEAR CAPACII
=1,ODPg.0)O NOT SIWSTTUiE 3/e' CONCRETE ANCHORS WITH ANCHORS OF LARGER DIAMETER}
NAME:
BATRA RESIDENCE
ADDRESS:
8020 PLANTATION LAKES DRIVE
CITY/STATE:
PORT ST. LUCIE, FL 34986
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
LUCIE COUNTY
J3OCC5 6
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32959
(352) 750-6207, (772) 285-6444
bobdu nlea(afcentu rVli nk.net
FLORIDA LIC. NO.42835
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I
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GNNcrONS
0
MANSARD SCREEN ROOM
DWG. # JRL-2019-011, REV. 0
February 4, 2019
SHEET 4 OF 4
STANDARD CONNECTIONS
HEIGHT 12'-0", 145 MPH, EXP. 'B'
JRL ALUMINUM SERVICES, INC.
1304 NE 24 ST.
JENSEN BEACH, FL 34957
OFFICE (772) 529-2674
NAME:
BATRA RESIDENCE
ADDRESS:
8020 PLANTATION LAKES DRIVE
CITY/STATE:
PORT ST. LUCIE, FL 34986
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
VIEWED FOI 4
IE COMPLIANCE
LRUCIECCOUIVW B
EOCC
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(352) 750-6207, (772) 285-6444
bobdunlea(d.)centurVlink.net
FLORIDA LIC. NO.42835
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