HomeMy WebLinkAboutAPPROVED, Bldg plans-FINAL-SignedTSIDE
BACKING
FINISHED GRADE
16-0"
WALL A ELEVATION
TSIDE
BACKING
FINISHED GRADE
16'-0"
WALL C ELEVATION
ACCESSORY BUILDING
16' X 28' = 448 SQ FT
CLASS 'A'
3/8" S
WITH FOII
5% DOWNSLOPE F(
MINIMUM ON ALL
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CLASS 'A'
3/8" S
WITH FOIL
5% DOWNSLOPE F(
MINIMUM ON ALL
FINISHED GRADE
DRAWING INDEX
S1 - PROJECT NOTES, ELEVATIONS
S2 - PLANS, SHEAR WALL SCHEDULE
S3 - SECTIONS, DETAILS
WALL B ELEVATION
WALL D ELEVATION
28'-0"
28'-0"
PROJECT NOTES
DESIGN REQUIREMENTS
1. GOVERNING CODES: FLORIDA BUILDING CODE, 7TH EDITION (2020)
This item has been digitally
OCCUPANCY REQUIREMENTS: GROUP U
signed and sealed by
CONSTRUCTION TYPE: V-B
Richard Wills, PE. on the
2. DESIGN
SCHEDULE
date adjacent to the seal.
A.
BUILDING SIZE
WIDTH: 16-0"
Printed copies of this
LENGTH: 28'-0"
document are not
SIDE WALL HEIGHT: 6-8 1/4"
considered signed and
TOTAL HEIGHT: 15'4 3/4"
sealed and the signature
B.
BUILDING LOADS
must be verified on any
ROOF LIVE LOAD: 20 PSF
electronic copies.
ROOF DEAD LOAD: 10 PSFLOFT
LIVE LOAD: 30 PSF
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LOFT DEAD LOAD: 10 PSF
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DESIGN WIND LOAD
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ULTIMATE DESIGN WIND SPEED: 160 MPH
_� No. 76835 =_
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING RISK CATEGORY: II
WIND EXPOSURE: CATEGORY C
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ENCLOSURE CLASSIFICATION: ENCLOSEDINTERN
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COEFFICIENTS: _18/+0.18
ADISTANCE, LRESURE-
EDGE STRIP 0
D.
NOMINAL COMPONENTS & CLADDING WIND PRESSURES:
ZONE 1: -31 PSF/+19 PSF
ZONE 2: -53 PSF/+19 PSF
ZONE 3: -79 PSF/+19 PSF
25 MAY 2021
ZONE 4: -36 PSF/+34 PSF
ZONE 5: -45 PSF/+34 PSF
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ROOF PITCH: 5/12; 29/12
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3. ROOFING
SCHEDULE
A.
ROOF SHEATHING SHALL BE APA RATED 7/16" THICK OSB WITH FOIL
BACKING. STAGGER LAYOUT PER APA CONDITION 1.
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B.
ROOF DIAPHRAGM SHALL BE UNBLOCKED.
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C.
SHEATHING NAILING SHALL BE PER NAILING SCHEDULE.
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D.
LIFETIME DIMENSIONAL ASPHALT SHINGLES (U.N.O.).
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FELTBUSTER BY GAF.
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F.
TYPE 'D' METAL DRIP EDGE FLASHING REQUIRED ALL SIDES.
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TRUSSES SHALL BE SPACED @ 24" OC.
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SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS.
I.
TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF THE
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BUILDING COMPONENT SAFETY INFORMATION "GUIDE TO GOOD
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PRACTICE OF METAL PLATE CONNECTED WOOD TRUSSES" (BCSI)
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TRUSS CONNECTION PLATES: EAGLE METAL PLATES.
K.
THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION
AGENCY RESPONSIBLE FOR IN -PLANT INSPECTIONS.
L.
TRUSS MANUFACTURER: TUFF SHED, INC.
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4. WOOD FRAMING
7-0
A.
ALL FRAMING MEMBERS SHALL BE SPF #2 OR BETTER.
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B.
STUDS SHALL BE SPF STUD GRADE OR BETTER AND SPACED @ 16" OC.
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C.
FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING
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SCHEDULE.
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D.
PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN
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BRACED WALL PANELS.
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E.
SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL
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SCHEDULE.
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F.
SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL
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SCHEDULE.
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SOIL
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A.
MIN. REQUIRED SOIL TYPE SHALL BE CLAY, SANDY CLAY, SILTY CLAY, OR
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CLAYEY SILT (CL, ML, MH & CH). ALLOWABLE SOIL BEARING PRESSURE
(0 U) U N00
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USED IN DESIGN IS 1500 PSF AT 12" DEEP. VALUES ARE PER TABLE
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1806.2.
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B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, THE SERVICES
OF A SOILS ENGINEER MAY BE REQUIRED.
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C.
ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL.
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D.
IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE
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SERVICES OF A SOILS ENGINEER MAY BE REQUIRED.
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6. PERMIT
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PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE
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PER LIMITATIONS SET BY LOCAL CODES. SECTION 105.5.
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B.
JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE
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GENERAL NOTES
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1. GENERAL:
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A.
ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS.
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BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES,
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TREES, UTILITIES, ETC.
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B.
BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING
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CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED AND
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PER GOVERNING REGULATIONS.
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C.
ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS
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DRAWING SHALL BE SIMPSON 'STRONG -TIE' OR EQUIVALENT.
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D.
GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS
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OF COMMON NAILS.
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2. MATERIAL EVALUATION REPORT IDENTIFICATION
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A.
TRUSS CONNECTION PLATES BY EAGLE METAL PER
ICC-ES REPORT #ESR-1082 FBC SUPPLEMENT.
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3. FLORIDA BUILDING APPROVAL NUMBERS-
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A.
GARAGE DOOR BY OVERHEAD DOOR CORPORATION PER
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FLORIDA BUILDING APPROVAL #FL14170.
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B.
SERVICE DOOR BY JELD-WEN, INC PER
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FLORIDA BUILDING APPROVAL #FL11136.
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C.
SHED DOORS BY TUFF SHED, INC. PER
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FLORIDA BUILDING APPROVAL #FL22202.
D.
WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL #FL20743.
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E.
ECO-GUARD WINDOWS BY ECO WINDOW SYSTEMS PER
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FLORIDA BUILDING APPROVAL #FL25670.
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F.
IMPACT WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP. PER
FLORIDA BUILDING APPROVAL #FL14911.5.
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HDU PRE -DEFLECTED HOLDOWNS BY SIMPSON STRONG -TIE PER
C/1 ° °
FLORIDA BUILDING APPROVAL #FL10441.4.
Drawn By: TB
H. SSTB ANCHORS BY SIMPSON STRONG -TIE PER
FLORIDA BUILDING APPROVAL #FL13628.2.
I.
H2.5A HURRICANE TIES BY SIMPSON STRONG -TIE PER
Date: 4/26/21
Checked By: JR
FLORIDA BUILDING APPROVAL #FL10456.2.
J.
SMARTSIDE SIDING BY LP BUILDING PRODUCTS PER
Date: 5/25/21
FLORIDA BUILDING APPROVAL #FL9190.
Revised:
K. HARDIEPANEL SIDING BY JAMES HARDIE BUILDING PRODUCTS PER
FLORIDA BUILDING APPROVAL #FL13223.2.
Revised:
L. HARDIEPLANK LAP SIDING BY JAMES HARDIE BUILDING PRODUCTS PER
FLORIDA BUILDING APPROVAL #FL13192.2.
Title:
M.
ASPHALT SHINGLES BY GAF PER
FLORIDA BUILDING APPROVAL #FL10124.1.
_
N.
STARTER STRIP SHINGLE BY GAF PER
PROJECT NOTES
FLORIDA BUILDING APPROVAL #FL10124.1.
O.
ROOF UNDERLAYMENT BY GAF PER
ELEVATIONS
FLORIDA BUILDING APPROVAL #FL18686.1.
P.
TRANSOM WINDOWS BY INNOVATIONS MANUFACTURING, INC.
-
FLORIDA BUILDING APPROVAL #FL17667.1.
Scale: 1 /4" = V-10"
Q.
LAMINATED VENEER LUMBER (LVL) BY WEYERHAEUSER PER
Sheet:
FLORIDA BUILDING APPROVAL #FL6527.
R.
FLOOD VENTS BY FLOOD SOLUTIONS, LLC (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.
S1
Sheet 1 of 3
SEE PROJECT NOTES FOR MATERIALS
4'x8'x7/16" OSB NAIL TO INTERMEDIATE
WITH FOIL BACKING FRAMING MEMBERS -
SHINGLES MAX FOR ROOFING @ 12" O.C.
DIAPHRAGM BOTTOM
BOUNDARY
TRIM
PANEL EDGE IS NOT
SUPPORTED BY BLOCKING -
UNLESS NOTED
DRIP EDGE
RAFTERS AND
8d @ 6" O.C. AT DIAPHRAGM OR TRUSSES
BOUNDARY & SUPPORTED
2x6 UPPER TOF
SIDING 2x4 LOWER TOF
O ROOFING SHEATHING NAILING DTL
TOP PLATES
— TOP PLATES
CRIPPLES (AS REQ.)
CRIPPLES (IF REQ.)
SPACER (IF REQ.)
SPACER (IF REQ.)
DOUBLED HEADER
DOUBLED HEADER
STUD
STUD
TRIMMER
DOUBLE TRIMMERS
PRESSURE TREATED
PRESSURE TREATED
SILL PLATE
SILL PLATE
FOR OPENINGS
UP TO 5'-11 1/2"
FOR OPENINGS
6'-0" AND WIDER
NAILING:
HEADER TO STUD - 4-8d TOENAIL OR 4-16d END NAIL
DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL
REFERENCE TABLE 2304.9.1
O4 HEADER DETAIL
NOT TO SCALE
BOUNDARY
NAILING
2X SOLID BLOCKING BETWEEN TRUSSES
NAIL SHEATHING TO WALL STUD
PER SHEAR WALL SCHEDULE
SHEAR TRANSFER NOTES:
1. REFERENCE SHEAR WALL SCHEDULE FOR
NAILING AND HOLDOWN REQUIREMENTS.
2. REFERENCE ROOFING SCHEDULE FOR
MATERIAL AND NAILING REQUIREMENTS.
NAIL SHEATHING TO SOLE PLATE PER SHEAR WALL
SCHEDULE EDGE NAILING
°. , 4.
a ..
°
OSHEAR TRANSFER DETAIL
3/4" = 1' - 0"
16" OSB
iEATHING WITH
)IL BACKING
MPSON H8
-ATE ON INSIDE
r EACH RAFTER
)E NAIL
-OCKING TO
)P PLATE
BARN SHED TRUSS ATTACHMENT
DETAIL
16d @ 12" O.C.
HEADER ASSY
KING STUDS (2)
16d @ 12" O.C.
STAGGERED
TRIMMER STUD
- ON THE INSIDE
8d @ 12" O.C.
TRIMMER STUD
(�) TRIPLE HEADER DETAIL
16'-0"
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ATTACH 7/16" OSB SHEATHING WITH FOIL
BACKING TO TRUSSES PER NAILING SCHEDULE.
REFERENCE TABLE 2304.9.1.
2 BUILDING SECTION ATTACH EACH END OF EACH TRUSS TO TOP PLATES WITH H2.5A OR EQUIV CLIPS.
3/8" = 1' - 0" WALL FRAMING TO BE 2X4 SPF STUD GRADE @ 16" OC.
Cl)
STUDS AS NOTED IN
SHEAR WALL SCHEDULE.
USE (2) 2X OR (1) 3X OR
GREATER STUD.
SDS1/4X3 SCREWS
HEX NUT
HDU HOLDOWN
TREATED SILL PLATE
E9
SSTB ANCHOR
FOUNDATION
SSTB & HDU INSTALLATION
NOT TO SCALE
O26
BUILDING SECTION
3/8" = 1' - 0"
16'-0"
U FINISH —�
cal ~ GRADE
UNHEATED GARAGE SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP & BOTTOM
CONCRETE FLOOR
SLAB REINFORCEMENT
PER NOTES BELOW
Z 3" CLR. "'%'' THICKENED SLAB
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U TYP.
i MIN. i
MONOLITHIC FOUNDATION
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH 150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. TERMITE TREATMENT PER FBC, 7th EDITION (2020)
7. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SILL PLATE TO THE FOOTING USING 1/2"
DIA X 8" LONG TITEN BOLTS WITH WASHERS.
B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 6" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SILL PLATE PIECE WITH
1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
OCF-1 FOUNDATION DETAIL
3 3/4" = V-0" or 1/16 scale IRC
This item has been digitally
signed and sealed by
Richard Wills, PE. on the
date adjacent to the seal.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.
\\0\11I I I I I I///�,,�
Z�\GNAR D.j<<cS����.
No. 76835
�• STATE OF
7ONAI ENG�a ,S�`.�
25 MAY 2021
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Drawn By: TB
Date: 4/26/21
Checked By: JR
Date: 5/25/21
Revised:
Revised:
Title:
SECTIONS
DETAILS
Scale: NONE
Sheet:
Sheet 3 of 3