HomeMy WebLinkAboutConstruction PlansGENERAL
1. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE
FEDERAL, STATE, LOCAL CODES, STANDARDS, REGULATIONS AND LAW. THE GOVERNING CODE FOR THIS PROJECT IS THE
FLORIDA BUILDING CODE 2017 INCLUDING ALL CURRENT AMENDMENTS.
2. THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN COMPLETED.
PRIOR TO COMPLETION, THE CONTRACTOR IS RESPONSIBLE FOR STABILITY
AND TEMPORARY BRACING OR SUPPORT.
3. DESIGN SUPERIMPOSED LOADS
BUILDING LIVE LOAD--------- 40 PSF
ROOF LIVE LOAD --------- 20 PSF
DECK LOAD ---------- ---- 100 PSF
4. DESIGN WIND LOADS
GOVERNING CODE -------------------- ASCE 7-10
ULTIMATE DESIGN WIND SPEED ------------- 158 MPH
NORMAL WIND SPEED ------------------- V=123 MPH
RISK CATEGORY ------------- III
IMPORTANCE FACTOR ------------------ 1=1.0
EXPOSURE—MWFRS------- B
CLADDING AND COMPONENT--B
INTERNAL PRESSURE COEFFICIENT— —GCP+/-0.55 (ENCLOSED)
MEAN ROOF HIGH --------- 19.5 FEET
WIND DIRECTIONAL FACTOR --- Kd= 0.85
TOPOGRAPHY FACTOR ------- 1.0
5. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE ARCHITECT/ENGINEER OF
ANY DISCREPANCIES OR INCONSISTENCIES. NO CHANGES OF INFORMATION SHOWN ON THE DRAWINGS SHALL BE MADE
WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. DESIGN INFORMATION SHOWN ON THE DRAWINGS
PROVIDE OVERALL DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. THE CONTRACTOR
SHALL ADJUST DIMENSIONS AND DETAILS AS REQUIRED TO FIT EXISTING CONDITIONS. THE ARCHITECT/ENGINEER SHALL BE
NOTIFIED OF ANY PROPOSED MODIFICATIONS.
6. DETAILS LABELED "TYP." APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED,
WEATHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTION REGARDING THE APPLICABILITY OF TYPICAL DETAILS
SHALL BE RESOLVED BY THE ENGINEER.
1) ALL WINDOWS.SHALL MEET THE WIND PRESSURE SHOWN ON THIS SHEET
SCOPE OF WORK:
1) REPLACE 1 - WINDOW
2) REPAIR BATHROOMS
3) INSTALL KITCHEN SINK
4) REPAIR SIDING
5) REPAIR STAIRWAY AND
AND COUNTER TOP
DECK
ALL REPAIRS SHALL BE DONE PER THE DETAILS
SHOWN IN THIS SET OF PLANS.
COMPLIANCE METHOD LEVEL 3
R
JACQUES REG15WE, P.E. 1
P.E. LICENSE NUMBER 43397
EBBSTONE, INC.
3370 CAPITAL CIRCLE NE, SUITE 1
TALLAHASSEE, FL 32308
CERTIFICATE OF AUTHORIZATION 9292
CONNECTORS
ALL CONNECTORS AND FASTENERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL USE ALL FASTENERS REQUIRED TO OBTAIN MAXIMUM PUBLISHED CONNECTOR LOADS
UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
DIMENSIONAL LUMBER (NEW)
.1. ALL LUMBER SHALL CONFORM TO AMERICAN SOFTWOOD LUMBER STANDARD PS-20.
2. MATERIAL SHALL BE SOUTHERN PINE, COMPLYING WITH THE FOLLOWING MIN.
ALLOWABLE STRESS
LIGHT FRAMING --------------- Fb (BENDING) 1500 PSI
(2X2 THROUGH 4X4) E. 1,600.000 PSI
BEAMS AND STRINGERS ---------- Fb (BENDING) 975 PSI
POSTS AND TIMBERS ----------- Fb (BENDING) 850 PSI
(5X5 AND LARGER)
ULTIMATE DESIGN WIND PRESSURES (PSF)
ZONE
EFFECTNE WIND AREA
10 SF
100 SF
1 (ROOF 1)
40.0/-55.2
32.3/-51.4
2 (ROOF 2)
40.0/-85.6
32.3/-66.6
3 (ROOF 3)
40.0/-119.9
323/-97.0
4 (WALL 4)
59.0/42-8
52.3/-56.1
5 (WALL 5)
59,0/-74.2
52.3/-60R
EDGE ZONE I.) . 3.0'
ASCE 7-10 COMPONENT AND CLADDING DESIGN
NOTE:
ULTIMATE WIND PRESSURE FROM ASCE 7-10 WAS USED.
COVERSION FACTOR OF 0.6 USING ASO CAN BE USED
FOR WINDOWS SPECIFICATIONS. -w -WED FOR
S1. LU;} IE COUNT-c
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RENOVATION PLANS I` C3V
4006 Avenue P, Fort Pierce Florida
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INTERSEC
6"X6' Columns III
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(TYP)--------_
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4'-0" 1 11'-611
EXISTING BEAM LAYOUT
REVISIONS
4-NEW 2X8 0 12' o.c.
JACQUES REGISTE, P.E.
P.E. LICENSE NUMBER 43397
EBBSTONE, INC.
3370 CAPITAL CIRCLE NE, SUITE 1
TALLAHASSEE, FL 31308
CERTIFICATE OF AUTHORIZATION 9292
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4006 Avenue P, Fort Pierce Florida
INSTALL FULL
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(TYP)
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onrt By oescwvriox onre ar oeswanox P.E. LICENSE NUMBER 43397 GIE RENOVATION PLANS EBBSTONE, INC. J.R. 01-2 01-20
3370 CAPITAL CIRCLE NE, SUITE 1 oeOBxmm vaoic<rxue
TALLAHASSEE, FL 32308 J.R. 01-20 sxefrxo.
CI MmBY: 4006 Avenue P, Fort Pierce Florida
CERTIFICATE OF AUTHORIZATION 9292 J.R. ni-2n S-3
6"X6" Colun
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EXISTING FOUNDATION LAYOUT
STAIRS TO BE REPAIRED
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TO BE REPAIRED
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NOTE:
HATCHED AREA TO BE REPAIRED
S0A
11'-6"
11'-81,
ONCE
NITY
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EXISTING HOUSE PLAN U 5
REVISIONS JACQUES REGISTE, P.E.- �
pA1E BY DESCWP¶ON DATE BY OESCRIPIION rK.G. 0]-2 REF.OWO.NO.
P.E. LICENSE NUMBER 43397 KCKEpsr. RENOVATION PLANS
EBBSTONE, INC. 01-203370 CAPITAL CIRCLE NE, SUITE J MEDBY.TALLAHASSEE, FL 32308 . 01-20sxEErNO.CERTIFICATE OF AUTHORIZATION 9292 'n7-7n 4006 Avenue P, Fort Pierce Florida 5 4
4
INSTALL
0 (H.D.G.) THRU BOLTS WITH
NUTS AND WASHERS TO AT ALL
JOIST & POST CONNECTIONS
3BEAMSSECUREDI
TH 3-112"X8" HOG
CH. BOLTS WI NUT
D WASHERS TYP.
EXISTING POST
EXISTING STAIR DETAIL
N.T.S. (TO BE REPAIRED)
2"X2" PICKETS 5-1/2"O.0
WITH A 30' CUT AT THE
EXISTING POST
2X6 P. T. N
RAIL WITH
WITH (2)-3/8' 0 <H.➢.G) THRU
AND
BOLTS WITH NUTS AND WASHERS
F.It
TOP & BOTTOM ❑F POST (TYP.)
4" P.T. STANTION
(2)-1/2"0 (H.D.G.) THRU
BOLTS WITH NUTS AND
WASHERS AT ALL J0IST
PROPOSED STANTION DETAIL
N.T.S.
TOP AND THE BOTTOM
2"X2" PICKETS 5-1/2"O.C.
WITH A 30' CUT AT THE 2"X6" TOP PLATE, WITH
TOP AND THE BOTTOM A 1/4" OVER HANG THE
OUTSIDE EDGE OF THE
(2)-3/8" 0 THRU BOLTS PILING, (SECURED WITH
WITH NUTS AND WASHERS AT THE (2)-(H.D.G,) SCREWS PER
TOP AND BOTTOM OF THE POST PILING)
CONNECTIONS. 2"X4" RAIL WITH
BEVELED EDGES
NJ 2"'8(H.D.G.) SCREWS TYP.
4"X4" P.T. STANTION 2"X4" RAIL WITH 1-1/2"
GAP ABOVE DECKING
2"X6" P.T. JOIST (21-1/2"0 THRU I6'-0" TYP 6'-0"2XIO
BCCIILTS WITH NUTS AND
WASHERS AT ALL JOIST & 8"X8" POSTS) I I SEE DETAIL'A'
PILING CONNECTIONS (BEAM TO COLUMN CONNECTION)
8"X8" POSTS I EXISTING GROUND ...........
_ I,
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LI LI
VIEW A -A
PROPOSED DECK ELEVATION WITH RAILINGS
N.T.S.
2%6" DECKING
2x8 P.T. -
CROSS BEAM
M
(5) 2x6 P.T.
JOIST (TYP.)
SECTION 8-8
2 - 2XIO BEAMS
I
8X8 COLUMN
(2)-1/1" 0 (H.D.G.) THRU BOLTS WITH
NUTS AND WASHERS TO AT ALL
JOIST & POST CONNECTIONS
SIMPSON STRONG TIE
H2.5A @ JOIST/BEAM
INTERSECTION (TYP.)
(2)-3/a" 0 (H.D.G.) THRU BOLTS
WITH NUTS AND WASHERS AT ALL
BEAM TO POST CONNECTIONS (TYP.)
—6"X6" POSTS WITH A MIN. DEPTH
OF 6' BELOW NATURAL GRADES
(AGO OF 2.5 LBS./IN.) (TYP.)
2X8 JOIST
ADO 1 3/4' BOL T
2 - 2XIO BEAMS
Exist. BOL IS
DETAIL "A"
N.T.S.
(EXISTING BEAM TO C0.`L/4N CETNNECTION)
ma
EXISTING GROUND
REVIEWED FOh
CODE COMPLIA! OL
ST. LUCIE COUN i Y
BOCC
Rev�s�orvs JACQUES REGISTE, P.E. Br scw r r BBB. Dwc,ND.
WE BY DEDnTB UUMMox K.G. 01-2
P.E. LICENSE NUMBER 43397 .G.CHEM�$Y. RENOVATION PLANS
EBBSTONE, INC. J.R. 01-20
3370 CAPITAL CIRCLE NE, SUITE 1 MMEDBY. wME
TALLAHASSEE, FL 32308 J.R. 01-20 SBBBTND.
CERTIFICATE OF AUTHORIZATION 9292 DBBG`mBµ 4006 Avenue P, Fort Pierce Florida S-5
J.R. 01-20
PANEL EDGE Nj
IOD @ 4" O.C.
'� FLOOR SHEATHING DETAILS
(T[]P BBOT TOMl SCALE :N.i.i
Simpson Strong -Tie
H5
NOTES
ALL HORIZONTAL AND INCLINED MEMBERS THAT
RECEIVE DECKING SHALL BE FRAMED AS A
WOOD STRUCTURAL PANEL DIAPHRAGMS.
FASTENERS SHALL BE GALVANIZED 10D
RECTION OF RINGSHANK NAILS SPACED 4" O.C. AT PANEL
FACE GRAIN EDGES AND ENDS, AND 6" O.C. IN THE FIELD
OF THE PANEL.
JOISTS BLOCKING SHALL BE PROVIDED AT ALL
PANEL EDGES, BE THE SAME SIZE AS THE
JOIST, AND INSTALLED IN FULL DEPTH
ORIENTATION (DO NOT LAY FLAT).
DIRTIED PANEL SPACE PLYWOOD BUTT JOINTS 8' USING 16D
EDGE NAILING BRIGHT COMMON NAIL AS TEMPORARY SPACER.
FIELD NAILING
AT INTERMEDIATE
SUPPORTS
Simpson Strong -Tie
H5
LSTA18
Simpson Strong -Tie
SHINGLE ROOF
ROOF
RAFTERS 22'-0' O.C.
METAL DRIP
GALV. TIEDOWN STRAP H5 AT
EACH RAFTER WITHIN
2X8 OR 2X6 BEAMS
JOIST INTERSECTIONS
REINFORCEMENT AT ROOF/WALL AND FLOOR CONNECTION
12
4F__
INSTALL TIE DOWN -
SIMPSON STRAP H2.5
TYP THROUGH OUT
HURRICANE CLIPS
EXISTING
INSULATION
EXISTING
INSULATION
SIMPSON LSTA18 (HOT -DIPPED GALV.)
TIE DOWN STRAP AT EACH STUD (OUTSIDE FACE)
TO RESIST UPLIFT.
R-19 TO BE INSTALLED
2' X 8'
16' O.C.
2' X 8'
BLOCKING
PROPOSED 3/8' COX PLYWOOD
2- 2 X 10 BEAM'S SECURED TO
PILING WITH (2) 5/8'0 X 14'
Ga. MACH.
NUT AND
BOLTS WITH
WASHERS TYP.
^�I EXIST. 10'0 PILING REVIEWED FOR
CODE COMPLIANCE
ST_ I imm COUNTY
I^
15' DEPTH (TYP)
"I
1- •
cxE=vESEONs JACQUES REGISTE, P.E.
ogre er oEuwvnox are ar UESCWMN P.E. LICENSE NUMBER 43397 K.G. 0]-2 RENOVATION PLANS
CHEMM Br:
EBBSTONE, INC. J.R. 01-20
3370 CAPITAL CIRCLE NE, SUITE 1 MSMEoer. EorNNRE.
TALLAHASSEE, FL 32308 J.R. 01-20 HEETxo.
CERTIFICATE OF AUTHORIZATION 9292 ,pEaaoar: 4006 Avenue P, Fort Pierce Florida SS-6