BAREFOOT 2347 (2) Jack Studs and King Studs(BY BUILDERI ROD WITHIN 6"OF ROD CENTERED ON
1.Lookup jack studs from FBC 2001,Tables 2308.3 A,B,&C,or 2308.5. BOTTOM SPLICE OR TOP PLATE SPLICE
2.Use one jack stud for every 3000 lb vertical load, ADD SSP AT JOINT OR ON EACH SIDE
3.Total king plus jack studs studs needed to be there if no opening was there. BOTTOM SPLICE WITHIN 12"OF SPLICE
S134/6 STUD STRAP @ 32"
F-ROD ASSEMBLY
OC FOR HEADERS WITH
SEE WALL SECTIONS
SPANS OVER 48" DOUBLI TOP PLATE
6"x6"W1.4XW1.4 W.W.M. 2X4 2X6 STUDS AT 16"OC.SPF#2 2X4 2X6 STUDS AT 16"OC.SPF#2 (NAILEE N1.1311-x 3'Cc!8'
I P- A
(1)95 CONT.,IN HDR.BLOCK PLACED @ 2-DEPTH ON Oc '-0" AIN.DISTANC: BETWEEN SF I.ICES-;;
BOND BEAM @ SLA CHAIRS OR FIBERMESH THREADED ROD AS NOTED ON LAYOUT
GABLE END WALL RAFTER
B EDGE
INTERSECTION W1 STEMWALL
4 CONCRETE SLAB 2500 ROD ASSEMBLY ROD ASSEMBLY GABLE END WALL RAFTER SOLID BLOCKING BETWEEN
-PSI @ 28 DAYS SEE WALL SECTION SEE WALL SECTION OUTILOOKERS(TYP.)
APPROXIMATE
in Lffl R 6"X6"W1.4XW1.4 W.W.M. 15/32"CDX ROOF SHEATHING 15132"CDX ROOF SHEATHING
;71
6 MILVAPO "X6"W1AXW1.4 W.W.M. 'H
(11#5 STEEL DOWEL .111.1-1.11� �1 6 PLACED AT 2"DEPTH ON 8"OF UTLOOKERS
4"CONCRETE SLAB 2500- PLACED AT 2"DEPTH ON 4"CONCRETE SLAB 2500- CHAIRS OR FIBERMESH SIDE OF TO E MAX 24"O.C. UTLOOKERS
SI AT 28 DAYS CHAIRS OR FIBERMESH PSI AT 28 DAYS CORNEF 3 MAX 24"O.C.
SLAB AND 6"HOOK AT W/POLY TAPE 6 MIL VAPOR BARRIER
-1 hm I TYP.
W/24"HOOK BENT INTO =1117 LAPS SEALED P
FOOTING TIED To 7., WITH 6"LAPS SEALED TYP.
04 6 MIL VAPOR BARRIER
FOOTING STEEL AND TO t WITH POLY TAPE
TERMITE : WITH 6"LAPS SEALED THREADED ROD WITHIN SIMPSON LTP4
BOND BEAM STEEL @ ':d OF KING STUDS(TYP,) CLIP @ 48"OC
EA.CORNER AT 96"OC TREATED FILL,EA. WITH POLY TAPE
CD
.4 @
Z STUDS
LIFT COMPACTED
A 4p!�IT,,-I ERMITE TREATED L
TO MIN 95%MOD.
- FILL,EACH LIFT SILL PLATE BREAK 51,Oc
BOND,CMU STEM WALL, EATED FILL, COMPACTED TO DOUBI E TOP PLATE
ROD WITHIN
(2)#5 CONTINUOU EACH LIFT COMPACTED 1'41 MIN.95%MOD� ROD OR BOLT WITHIN 12-
8x8x16,RUNNING PROCTOR TERMITETR J! III .I 'I
MIN 2,MAX 5 COURSES (2)#5 CONTINUOUS3 1 8"OF EACH
TO MIN.95%MOD. PROCTOR 8"MAX. ON EACH SIDE OF BREAK
_(2)#5 CONTINUOUS PROCTOR L L (TYP.) SIDE OF
5Z CORNERS DS 6
1/2"ANCHOR BOLT OR EPDXIED ANCHOR 16"OC
IF HEADER SPAN IS OVER 60"
BLOCKING W1 2x STUDS
4-.131"x 3"@
NAILED TO OTHER STUDS
24"OC
W/.131"x 3"@ 6"OC(TYP.) THREADED ROD AS NOTED ON LAY)UT
F1 STEM WALL FOUNDATION
SCALE:11/2"=V-0" REV-23-AUG-04 F4 INTERIOR BEARING FOOTING F5 INTERIOR BEARING STEP FOOTING W1 3-TYPICAL HEADER ATTACHMENT DETAIL W14-TYPICAL WALL CORNER & JOINT DETAIL W24 GABLE END WALL BALLOONFRAMING DETAIL W25 GABLE END FRAMING FOR PLATFORM FRAMING
SCALE:1/2"=T-0" REV-22-AUG-03 SCALE:112"=V-0" REV-22-AUG-03 SCALE:N.T.S.REV 23-AUG-04
SCALE:N.T.S.REV 23-AUG-04 SCALE:1112"=V-0" REV-22-AUG-04 SCALE:1/2"=V-0" REV-23-AUG-P
1/2"NUT(TYP.)
N2-GENERAL NOTES:
2-2x RAISED HEADER
TOP PLATE 3'x 3"x 1/4"WASHER(TYP.)
k
or
3/4"T&G FLOOR FOUNDATION:FOR POINT LOADS GRATER THAN 5000 lb OR REPETITIVE TRUSS LOADS GRATER THAN
DECKING NAILED
1/2"A307 ROD THREADED 1/2"A307 ROD THREADED 2000 lb PER TRUSS PROVIDE A THICKENED SLAB OR PAD FOOTING V-10"D X 1 sq ft.FOR EVERY 1000 lb OF
W/6d RING SHANK
AT ENDS OR 1/2"ALL AT ENDS OR 1/2"ALL BEARING REINFORCE WITH#5 @ 8"O.C.EACH WAY
OR8d COMMONS
4"CONCRETE SLAB i2500-PSI THREADED GALV.ROD THREADED GAILV.ROD @ 6"OC EDGES,
@ 28 DAYS i CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE F'c=3000 PSI.
i 12-OC FIELD,
6"x6"W1.4XW1.4 W.W.M.PLACED @ 2" WHERE EXCESS WATER IS ADDED TO THE CONCRETE SO THAT ITS SERVICABILITY IS DEGRADED,THE
4"CONCRETE SLAB 2500-PSI @ NUT&V WASHER
DEPTH ON CHAIRS OR FIBERMESH
ATTAINMENT OF REQUIRED STRENGTH SHALL NOT RELEASE THE CONTRACTOR FROM PROVIDING SUCH,
28DAYS 6 x6"W1.4XW1.4 W.W.M.PLACED @ 2"
81' DEPTH ON CHAIRS OR FIBERMESH MODIFICATIONS AS MAY BE REQUIRED BY THE ENGINEER TO PROVIDE A SERVICEABLE MEMBER OR
(1)#5 CONTINUOUS 1�xl"WIIAXWIIA W,W.M.PLACED @ 2" EPDXY INTO SLAB OR SURFACE.ALL CONCRETE SHALL BE VIBRATED.NO REPAIR OR RUBBING OF CONCRETE SURFACES
7T DEPTH ON CHAIRS OR FIBERMESH FOOTING USEIND
SLOPE PORCH @ 28 DAYS SHALL BE MADE PRIOR TO INSPECTION BY AND APPROVAL OF THE ENGINEER,OWNER OR HIS
4"CONCRETE SLAB 2500-PSI 11/2"THREADED COUPLING
L 4 &1"WASHER SIMPSON.�'SET"EPDXY THREADED ROD AS NOTED ON LAYOUT
SLAB TO DRAIN R CRY IC TIE"
-7 HOUSE SLAB
1/2"x 10"ANCHOR BOLT SILL EPDXY SHALL COVER 1 11-1 Od EACH END
:CTION VIEW
HD GALV.OR SS S_
ZOL g PLATE BOLT TO TOP OF PLATE WELDED WIRE REINFORCED SLAB:6"x 6"WIA x WIIA FB 85KSI,WELDED WIRE REINFORCEMENT
(1)#5 CONTINUOUS (7"EMBEDMENT)
6 MIL VAPOR BARRIER W/6"LAPS SEALED FABRIC(W.W.M.)CONFORMING TO ASTM A185;LOCATED IN MIDDLE OF THE SLAB;SUPPORTED WITH
6" TERMITE TREATED FILL, 4' W/POLY TAPE 1"MIN.EDGE DISTANCE
F
6 MIL VAPOR BARRIER W1 6"LAPS SEALED EA.LIFT COMPACTED TO
1 7" IN. 2-2x RAISED HEADER APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO EXCEED 3'.
W/POLY TAPE MIN 95%MOD.PROCTOR TERMITE TREATED FILL,EA.LIFT
-0.1
COMPACTED TO MIN 95%MOD.
1/2"NUT&3"x 3"x 1/8"WAHSER FIBER CONCRETE SLAB:CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC FIBER
TERMITE*TREATED FILL,EA.LIFT 6 MIL VAPOR BARRIER W/6" PROCTOR
COMPACTED TO MIN 95%MOD. LAPS SEALED W/POLY TAPE REINFORCEMENT,FIBER LENGTHS SHALL BE 112 INCH TO 2 INCHES IN LENGTH. DOSAGE AMOUNTS
A --I
PROCTOR (1)#5 CONTINUOUS
THREADED ROD AS NOTED ON RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C 1116. THE MANUFACTURER OR
FLOOR BEAM SHALL BE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURERS
CMU S1 EMWAI I LAYOUT SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C 1116 WHEN REQUESTED BY
1/2"SPACER
THE BUILDING OFFICIAL.
PLAN VIEW
CONTROL JOINTS:WHERE SPECIFIED,SAWN CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE CUT IN
ACCORDANCE WITH ACI 302.JOINTS SHALL BE CUT WITHIN 12 HOURS OF SLAB PLACEMENT.THE LENGTH
WIDTH RATIOS OF SLAB AREAS SHALL NOT EXCEED 1.5 AND TYPICAL SPACING OF CUTS TO BE 12FT.DO
F12 NON BEARING.STEP FOOTING F13 - NON BEARING THICKENED SLAB EDGE F2 PORCH SLAB NOT CUT WWM OR REINFORCING STEEL.(RECOMMENDED LOCATION OF CONTROL JOINTS IS SUBJECT
SCALE:11/2"=V-0" REV-10-FEB-Z- SCALE:1/2"=1'-0" REV-10-FEB-03 SCALE:1/2"=V-0" REV-22-AUG-03 W2 - THREADED ROD EMBEDMENT METHODS W3 FLOOR STRAPPING AT WALL OVER BEAM W4 - TYPICAL RAISED HEADER ATTACHMENT TO OWNER AND CONTRACTOR'S APPROVAL.THE CONTROL JOINTS ARE NOT INTENDED TO PREVENT
SCALE:11/2"=V-0" REV-22-AUG-04 SCALE:11"=V-13" REV-22-AUG-04
CRACKS BUT RATHER TO ENCOURAGE THE SLAB TO CRACK ON A GIVEN LINE.)
SCALE:1/2"=V-0" REV-2?-AUG-04
REBAR: ASTM A 615,GRADE 40,DEFORMED BARS,FY=40 KSI.ALL LAPS SPLICES 40*DB(25"FOR#5
2x-RAFTER(SEE FRAMING PLAN) N5-TRUSS U�LIFT CONNECTOR TABLE REV-25-AUG-03 BARS);UNO.ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315-95
16"0 C
15/32"CDX ROOF SHEATING UNBLOCKED NAILED ROO Id @ ROO WITH Act 315-96 UNLESS NOTED OTHERWISE.ALL TENSION DEVELOPMENT LENGTHS SHALL BE 23
SHEATH�G All connectors are Simpson Strongtie,uno.Select top and bottom connections from this table or
SHEATHING I INCHES.
TO ROOF FRAMING W1.099x2 3/8"NAILS AT 4" SST catalog to meet truss uplift.Use fasteners as specified.
O.C.EDGES&GABLES,8"O.C.FIELD X Uplift Uplift Truss To Plate To Truss I Rafter
SPF SYP
Connector STRUCTURAL CONNECTORS:MANUFACTURERS AND PRODUCT NUMBER FOR CONNECTORS,ANCHORS,
ROOF TRUSS
ROO. 11-MING 320 455 H3 4-8d 4-8d AND REINFORCEMENT ARE LISTED FOR EXAMPLE NOT ENDORSEMENT.AN EQUIVALENT DEVICE OF THE
7/16"OSB WALL 245 35o H 3-8d 3-8d
5A I
SHEATHING 535 600 H2.5A 1 SAME OR OTHER MANUFACTURER CAN BE SUBSTITUTED FOR ANY DEVICES LISTED IN THE EXAMPLE
2X4/2X6 STUDS 5-8d 5-8d TABLES AS LONG AS IT MEETS THE REQUIRED LOAD CAPACITIES.MANUFACTURER'S INSTALLATION
FULLY BLOCKED 620 720 H10 i 6-10dxIY2" 6-10dx 1)/2"
AT 16"OC.SPF#2 '��2x4 BLOCKING
W/.099x2 3/8" 850 990 LTS12 8-8dxl Y2" 8-8dx 1)/2" INSTRUCTIONS MUST BE FOLLOWED TO ACHIEVE RATED LOADS.
NAILS AT 4"O.C., @ 12"OC
1245 1450 HTS20 1 10-10d or 12-10dxl)/2" 10-10d or 12-10dx 1)2"
3-12d EACH END
NOTE:SEAL ALL EDGES,8"O.C. ANCHOR BOLTS:A-307 ANCHOR BOLTS WITH MINIMUM EMBEDMENT AS SPECIFIED IN DRAWINGS BUT NO
PENETRATIONS IN TOP TO TRUSS&4-16d 1265 1470 H16,H16-2 10-10dxl)/2" 2-1 Odx 1 Y2 LESS THAN 7"IN CONCRETE OR REINFORCED BOND BEAM OR 15"IN GROUTED CMU.
2X4/6 SPF#2 FIELD i
PLATE AND FIRE STOP TO TOP PLATE 1785 2050 LGT2 14-10d Sinker 16-16d Sinker
UBLE TOP PLATE
BLOCKING WITH CODE 2'-0"MAX 3655 4200 MGT %"Thd.Rod 22-1 Od WASHERS: WASHERS USED WITH 1/2"BOLTS TO BE 2"x 2"x 9/64";WITH 518"BOLTS TO BE 3"x 3"x 9/64";
APPROVED SEALANT 1/2"ROD ASSEMBLY SPF Syp Strap Connector To One Member To Other Member
2X- PF#2 PRECUT STUDS AS NOTED ON PLANS OSB WALL WITH 3/4"BOLTS TO BE 3"x 3"x 9/64";WITH 7/8"BOLTS TO BE 3"x 3"x 5/16";NO.
SEE STUD TABLE A307 ROD OR EQUAL SHEATHING 760 885 SP4 i 6-10dxlY2" N/A
__6"X6"W1.4XW1.4 W.W.M. 865 1005 CS20 1 9-8d or 7-1 Od 9-8d or 7-1 Od NAILS:ALL NAILS ARE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR ACCEPTED BY FBC TEST
7/16"OSB WALL SHEATHING FULLY 4"CONCRETE SLAB 2500- PLACED AT 2"DEPTH ON 1085 1265 LSTA18-24 7-10d 7-1 Od
REPORTS AS HAVING EQUAL STRUCTURAL VALUES.
PSI AT 28 DAYS CHAIRS OR FIBERMESH SPH4 12-10dxlY2" N/A
O.C1 EDGES,8'O.C,FIELD 1170 1360
BLOCKED W/.099x2 3/8'NAILS AT 4"
1650 CS16 14-8do 11-10d 14-8d or 11-10d
-7
STRAP BETWEEN FLOORS 6 MIL VAPOR BARRIER
WITH 6"LAPS SEALED SPF SYP Column Anchor To Foundation To Column I Truss
WITH CS20 SEE TABLE :d
: _80 WITH POLY TAPE
& 1160 1350 LTT19 %"x 16,AB 8-16d Sinkers
F R SYSTEM'TO BE (2 2X416 SPF#2 DOUBLE 85 16"AB 18-10dx 1 CITY 3"F ATLAWIC n,::A1`H
DESIGNED BY OTHERS TOP PLATE 2385 2775 HD2A_! Wx 16"AB 2-Ya"Bolts BUILDING & ZONII�'
ERMITE TREATED FILL, 3590 4175 HTT16 %"x 116'�AB
LOO 18-16d I L E 0
(2)#5 CONTIN OUS EACH LIFT COMPACTED
TO MIN.95%MOD. 1975 2300 ABU66 %"x 161 AB 12-16d SEP -9 2004 1
PROCTOR
Studs Supporting Trusses:Thebuilderis responsible for gravity loads,butyou should putan extra N stud under truss bearing location
1/2"RODASSEMBLY for each 3000 lb of reaction.Check the minimum bearing requirements of the truss and top plate(SPF,Fc=425psi=2230lb/ply).
AS NOTED ON PLANS
Manufacturer and product number are listed for example not endorsement.An equivalent device of the same or other manufacturer
A307 ROD OR EQUAL led for any devices listed in the example tables as long as it meets the required load capacities.Manufacturers BY:
can be substilu
WITH COUPLER AS W25 INTERIOR SHEAR WALL DETAIL installation instructions must be followed to achieve rated loads.All connections exposed directly to the weather shall be hot dipped
galvanized after fabrication.Loa.ds are increased for wind duration.Strap uplift may be reduced proportionally to number of nails.
REQUIRED SCALE:1/2"=V-10" REV-11-JUN-03 See spec sheet for alternate nail sizes(iOd=.84'16d,10dx1 1/?=.80'10d,10d=12d=16d sinker).SPF=.86'SYP
REV-27-Jul-04
N3-WINDLOAD ENGINEER'S SCOPE OF WORK:The wind load engineer is engineer of record for compliance of the
structure to wind load requirements of FBC 2001,Section 1606.If trusses are used,the wind load engineer is not
N8-WIND LOAD DESIM DATA
engineer of record for the trusses and'did not design the trusses or delegate to the truss designer. WINDLOAD ENGINEERING
OC. 15/32"CDX ROOF SHEATING UNBLOCKED NAILED TO (Wind loads are per FBC 2001,Section 1606.2 for enclosed simple diaphragm buildings with mean roof height
2X4 OUTRIGGER @ 48' ROOF FRAMING W/.099x2 3/8"NAILS AT 4"O.C.
15/32"CDX ROOF SHEATING UNBLOCKED NAILED BLO CKING REQUIRED BETWEEN OUTRIGGERS FEDGES&GABLES,8"D.C.FIELD- less than 60'or the least horizontal dimension;not sited on the u I pper half of an unobstructed 60'high hill with BUILDER'S RESPONSIBILITY:The builder and owner are..respo I risible for the following,which are specifically not part 11
TO ROOF FRAMING W1.099x2 3/8"NAILS AT 4"O.C. >10%slope.) of the wind load engineer's scope of work. "EVERYTHING YOU NEED FOR YOUR BUILDING PERMIT
MTS12 EDGES&GABLES,8"D.C.FIELD Confirm that the foundation design&site conditions meet gravity load requirements(assume 1000 PSF bearing
2X4 BLOCKING @ SHEATHING JOINT 4'FROM GABLE END 2X4 BARGE Basic Wind Speed 120 MPH
RAFTER CONT. capacity unless visual observation br soils test proves otherwise Mark Disosway P.E.
2x4 STUD ALIGN 2x-RAFTER(SEE FF' Wind Exposure B Provide materials and construction I chniques, hich comply with FBC 2001 requirements for the stated wind
WITH RAFTER Wind Importance Factor 1.0 velocity and design pressures.
ly i i POB 868, Lake City, FIL 32056 Phone: (386)754-5419
HURRICANE Building Category 11 Provide a continuous load path from'roof to foundation.If you believe the plan omits a continuous load path
2X4 SCAB CONT. connection,Gall the wind load engineer immediately.
SEE STRAP STUDS TO 3"x 3"x 1/4"WASHER TOP GUN NAILS CLIP H-2.5 OR Internal pressure Coefficient N/A(Enclosed) Fax: (386)754-6749 Email: windloadengineerQbellsouth.net
U &1/2"NUT(TY CHOIRD@&FROM Building not in the high velocity hurricane zone ment plans,temporary and permanent bracing details,
W/MTS112 i_\ TO BOTTOM truss-to-truss connections,and load reactions for all bearing locations.
FO NDATIONJ DOUBLE TOP P P.) EQUAL 48"OC. 'Verify the truss engineering includes truss design,place
DETAILS GABLE OTE:ALL MEMB IS SHALL B Y LTOPCHORD Building not in the wind-borne debris region Location:FLORIDA
*Select uplift connections,walls,columns,and footings based on truss engineering bearing locations and reactions;
OF GABLE END Mean Roof Height <30ft including interior bearing walls.
N 4 SCAI I:IROM TOP
(2)2x4/6 SPF#2 OTTOM CH D ID @ TRUSS DROP 3 Roof Angle 10-45 degrees Size headers for gravity loads;headers sized by the builder for gravity loads will also satisfy wind loads.
DOUBLE TOP PLATE 1/2" 1 i
0( X-BRACING(PIR,)/IDE Components And Cladding Wind Pressures(FBC Table1606.2 B&C)
INTERIOR BEARING--- NOTE:SEAL ALL 4-10d NAILS,OR 4- ADDITIONAL 2X,-T)@ Zone Effective Wind Area(ft2) DOCUMENT CONTROL and PRIORITY:Structural requirements on S-1 control unless the building code or ADDITONS FOR:
WALL(TYP.) PENETRATIONS IN TOP .131"x3"TYPICALATA VERTICAL IF HIG; ER THAN 100 architectural sheets have more stringent requirements.Non-structural requirements on architectural sheets control.
2X Sm ILIDS CONNECTIONS 10 Specific requirements take precedence over general requirements,Revision control is by the latest signature date and APPROVED
PLATE AND FIRE STOP 4 TO FORM A 4 1" BEENA
BLOCKING WITH CODE SEE STL TOE NAIL TRUSS TO 4 25.9T28.1 22.0 1-24.2 is the responsibility of the builder. NITY OF ATI-MNITIC BEACH
___F26.9
---r34.7 22.0 bU1LlJlfNQ.:I OFFICE
APPROVED SEALANT DOUBLE PLATE wl -5 25.9
7/16-OS rHING FULLY 2X4 SCAB IF,VERT.WEB IS NOT PRESENT 2-.1131"4"NAILS @8'OC. 2 Total Shear Wall Segments COPYRIGHTS AND PROPERTY RIGHTS:Mark Disosway,P.E.hereby expressly reserves
BLOCKE 3"NAILSAT4" OR IF RAFTER FRAMING 2 2 its common law copyrights and property right in these instruments of service.This document is
O.C.ED ELD BOTTOM CHORD OF not to be reproduced,altered or copied in any form or manner without first the express written permission and consent Builder: TOM TROUT, INC., SEP 2.9 2004
WALL STUD TABLE : � ____ GABLE END TRUSS 4 Transverse I I i
CONT.2X4X8'#2 SYP Longitudinal of Mark Disosway.
LATERAL BRACE @ 48" (2)-2X4 TOP PLATE Required 126.88' 115.4'
1-2 x4 @ 12"OC TO 12'-O"WALL'HEIGHT 1 55
1-2 x 4 @ 16"OC TO 11�-O"WALIL HEIGHT
oc. -J DIMENSIONS:
1-2x6@16"OC TO IT-8" WALL HEIGHT N e 3 Actual 189.0' 1563
1/2"ROD
Stated dimensions supercede scaled dimensions.Refer all questions to Mark Disosway,P.E.for resolution
AS N SIMPSON LSTA
11-2x6@12"OC TO 19' 2 proceed without clarification. 4
WALL HEIGHT y
-15" X4 X-BRACE @ 6'-0" OC. Jf�,�6
A307 ROD OR EQUAL 2X4 BLOCKING Uwifo 0G. 24 @ 48"OC. 4ppraveo'F.�W#53915,-, Revisions:
BETWEE
NEER:Mark Disosway,PE No.53915
2X4/6 PT PINE SOLE PLATE
4
5 2.
A,7
CERTIFICATION:The attached plans and"Windload Engineering",sheet S-11,comply with FBC 2
eet S
C.0 5
-SEE WALL DETAILS 001,Ee/ixc�', J0_'6 'oo/:�4,
FIRSTTRUSS.
N GABLE AND WINDLOAD ENGI
-1 of 3 Sh e
4
4 wind loads,to the best of my knowled a. t
9
SEE +
E END ( X- LIMITATION:This design is valid for one building,at specified location.
FINISH GRADE
TYPICAL GABL Windload Engineering
FOUNDATION W10 BRACING
W1 - TYPICAL EXT. WALL SECTIONS
-0" This drawing is not valid for construction unless raised sea]is affixed.
DETAILS SCALE:1/2"=11'
i REV-27-Jun-03
SCALE:1/2"=V-0"REV-23-AUG-04
0
REV-06- CT-03 1.26 Job 408114
CS20 no 32"OC W/
A�D E
L
14'
1-4
r7'
\TH�ING
REVISIONS
A
SOFRP<N
ARCI-11TECTURAL DESIGN SOMARE
EXISTING ROOF FRAMING
H2.5A
2x6 SYP#2 RAFTER PLATE
W/8-.131"xT'G U N NAI LS
OR(1) 1/4"LAG SCREW ROOF SHEATHING
W/2"PENETRATION TO
2x6 SYP#2 RAFTERS @ 24"OC 8-.131"x3"G U N NAILS
EACH EXISTING RAFTER
#2 RAFTERS @ 24"OC
KNEE WALL-
-N—KNEE WALL
KNEE WALL
i 2x4 @ 24"OC
2x4 @ 24"OC 2x4 @ 24"Oc
W/CS20 14-1 Od W/CS20 14-10d W/CS20 14-1!Od
A 48"OC(TYP.)
@ 48"OC(TYP.) @ 48"OC(TYP.)
H2.5A
EXISTING CEILING
EXISTING CEILING
LUS26 MIN.----7 ---LUS26
5 1/8" x 17 7/8"GLULAM BEAM -2x6 SYP#2 CEILING
TO SUPPORT EXISTING ROOF&CEILING
JOISTS @ 24"OC
EXISTING ROOF
1 5 1/8" x 12
7
TO SUPPORT ROOF&CEILING
7
LI 2-2x4 STUD PACK
5/8"THD ROD
rW/7"EMBEDMENT
W1 3"WASHER ON
TOP OF BEAM
4-2x4 STUD PACK
1/2"THD ROD @5'OC.(TYP.)----,,,,
W1 12"EMBEDMENT
5/8"THD ROD
W/3"WASHER ON
TOP OF BEAM
U)
C14
4"CONCRETE FLOOR SLAB REINFORCED WITH
W 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS
1-- z
AT 11/2" DEPTH OR FIBER MESH CONCRETE,6-MIL
Z POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH
LU
POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL
C14
CO
X
0- 04
WINDLOAD ENGINEER:Mark Disosway,
C.0
X
EXISTING FOUNDATION
PE No.539115,POB 868,Lake City,FL
�1 8"CONCRETE BLOCK STEMWALL,
32056,386-754-5419
GROUT REINFORCED CELLS HEIGHT VARIES
Z (MINIMUM 3 COURSES MAX 5 COURSES) DIMENSIONS:
Stated dimensions supercede scaled
Mark Disosway,P.E.for resolution.
Do not proceed without clarification.
dimensions.Refer all questions to
20"X 10"POURED CONCRETE STRIP FOOTING
(MINIMUM 2500-PSI AT 28 DAYS)
REINFORCED WITH 27#5 REBARS,CONTINUOUS
COPYRIGHTS AND PROPERTY RIGHTS:
ar Disosway,P.E.hereby expressly reserves
its common law copyrights and property right in
SEE FOUNDATION these instruments of service.This document is
not to be reproduced,altered or copied in any
DETAILS ON SHEET S1
SECTION A form or manner without first the express written
permission and consent of Mark Disosway.
SCALE: 1/2" V-0"
CERTIFICATION:I hereby certify that I have
10 LZ
----—-----—IL--
comply with section 1606,florida building code
001,to the best of my knowledge.
LIMITATION:This design is valid for one
2x6 SY1 #2 RAF ERS @ ;A"OC
0 W/:: ,6 CEIL 'IG JOIE I'S I ie cc io,q
't Cn
CN F-
W� ±`(// — I U)
0 K% Vy
W 3
W
Lr-o
W III �1 F—z
z I L-!-� —j
T 2 RIDG11BOARd
UJI
X
C14
X
n ru
/Z (0
X
X
Cq
6 CEIL G JOIE S,
2x6 #2 RAF ERS @ 4"OC-
10 Cq
MASTER
B THROOM
A Beenan
0 Renovation & Addition
LIvING ROOM
TUDY
L-05
0
ROOF CEILING LAYOUT ADDRESS:
SCALE: 1/4" V-0 FLORIDA
FAMIL�Y ROOM
P.O. Box 868
Lake City, Florida 32026
Phone: (386) 754 - 5419
KITCHEN Fax: (386) 754 - 6749
Email: mdpe@belIsouth.net
PRINTED DATE:
August 25,2004
DRAWN BY: CHECKED BY:
GAR GIE ENTRY
Evan Bearnsley
10 B H
CL FINALS DATE:
GUEEIT BEDROOM 25 Aug/04
a JOB NUMBER:
408114
DRAWING NUMBER
FLOOR PLAN
SCALE: 1/8" V-0" S2
OF 3 SHEETS
I\`LUS26
REVISIONS
ARCHITECTURAL DESIGN SOFIFWARE
<
W W
:2
LL
0
0 EXISTING FOUNDATION
cr)W
T I
E 2-2xl 2 SYP#2
EXISTING FOUNDATION--- WINDLOAD ENGINEER:Mark Disosway,
j DO:U3) HEADER PE No.53915,POB 868,Lake City,FL
2-2x4 STUD PACK mb- 32056,386-754-5419
5/8"THD ROD
W1 7"EMBEDMENT DIMENSIONS:
Stated dimensions supercede scaled
4"CONCRETE FLOOR
W1 3"WASHER ON
ISTING SDS SLAB OVER EXISTING dimensions.Refer all questions to
Mark Disosway,P.E.for resolution.
TOP OF BEAM REINFORCED WITH
4-2X4 STUD PACK o no procee wi ou car ca ion.
5/8"THD ROD 6X6-1.4/1.4 WELDED
WIRE MESH PLACED COPYRIGHTS AND PROPERTY RIGHTS:
W1 12" EMBEDMENT Mark Disosway,P.E.hereby expressly reserves
ON CHAIRS AT 1 1/2"
W1 3"WASHER ON
JL its common law copyrights and property right in
TOP OF BEAM DEPTH OR FIBER these instruments of service.This document is
not to be reproduced,altered or copied in any
MESH CONCRETE
form or manner without first the express written
permission and consent of Mark Disosway.
CERTIFICATION:I hereby certify that I have
0
Z examined this plan.and that the applicable
portions of the plan,relating to wind engineering
20
.2 W
i�? comply with section 1606,florlda building code
x-8",CONCRETE BLOCK STEMWALL, 2001,to the best of my knowledge.
LU 00 GROUT REINFORCED CELLS HEIGHT VARIES
ca U_ IM W LIMITATION:This design is valid for one
o EXISTING WALL 2 0 (M j INIMUM 3 COURSES MAX 5 COURSES) building,at specified location.
0 TO BE REPLACED _<j'd
:3 LL
WITH BEAM(TYP.) —20"X 10"POURED CONCRETE STRIP FOOTING
0 _j 0
(9 z (90
(MINIMUM 2500-PSI AT 28 DAYS) MARj<,0IS0,qWAY
DO I— DO
U)
r- W REINFORCED WITH 2-#5 REBARS, CONTINUOUS
X
r- LLI C%1 0
X X EL
nf
0 00 C/)
00
0- 0
L0 Lo I.-- LU f
Cl)
. ..... 17-
0
S;
4"CONCRETE FLOOR SLAB REINFORCED WITH
6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS
AT 1 1/2"DEPTH OR FIBER MESH CONCRETE,6-MIL 77
POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH
POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL
--------- -----------------
Beenan
it \k
'X 9 lj�!
3 1/8"X
L�
U Renovation & Addition
�G LAM HEADER ----- -----------------------
2-2x4 STUD PACK
5/8"THD ROD
W/7"EMBEDMENT
W/3"WASHER ON
0 TOP OF BEAM ADDRESS:
FLORIDA
8"CONCRETE BLOCK STEMWALL,
GROUT REINFORCED CELLS HEIGHT VARIES
no 10 1 Mark-Disosway P.E.
(MINIMUM 3 COURSES MAX 5 COURSES)
NOTE:ALLLOAD BEARING
HEADER SHALL BE FT I P.O. Box 868
2-2x10 SYP#2(U.N.O.) 20"X 10"POURED CONCRETE STRIP FOOTING
(MINIMUM 2500-PSI AT 28 DAYS) Phone: (386) 754 - 5419
REINFORCED WITH 2-#5 REBARS,CONTINUOUS Fax: (386) 754 - 6749
-------------------------------------------------
Email: mdpe@belIsouth.net
r=-r T__
PRINTED DATE:
------------------ ----------------------------------------------------------------
August 25, 2004
DRAWN BY:
CHECKED B
Evan Beamsley
FINALS DATE
STRUCTURAL LAYOUT
FOUNDATION LAYOUT 25 Aug/04
SCALE: 1/4" V-01" I
SCALE: 1/4" V-01"
JOB NUMBER:
408114
DRAWING NUMBER
S3
F 3 SHEETS
aXTPAN
2-2)
W1 7'
7 . r Ml�... .
-f!" .,.
*M11�.M.".il;; �Vi�77 r"
"N"
7-1F - , ,
0, x
43
P
is
0'� M
-0
la,
31.i.
,4.,6
;3
J�
v
N
�4,
Yk A'
40
to
40
00
go
dO
28
C31-10,
0 il�ulxi
0
t
(a
0
,Ea,
0 SITE FLAN
for A'
THE WEINBERR*r RESIDENCItE
0
on
—4-C K__ r
3 5E
OT 3c3, UNIT I
18' DRIVe
0
in
O
14' PRIVE
MECE1 VED
T R A C E
SEP
8 1997
SCAI
CltY of Atlantic Beach
Wiw-$i C1
Building and Zoning
X0