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SCALE:1" — 20' PARCEL ID PARCEL ID
1407-342-0020-000-9 FOUND 1/2" DIA. REBAR 1407-342-0010-000-6
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PROJECT DATA:
SITE ADDRESS:
TREE TOP TRAIL
FORT PIERCE, FLORIDA 34951
OWNER:
RAYMOND F. & AMI JO CAUSLEY
8406 DELAND AVE
FORT PIERCE, FLORIDA 34951
561.722.9520
ENGINEER:
MILLS, SHORT & ASSOCIATES, LLC.
700 22ND, STE 2C
VERO BEACH, FLORIDA 32960
772.226.7282
I
SURVEYOR:
CARTER ASSOCIATES, INC.
1708 21 ST STREET
VERO BEACH, FLORIDA 32960
772.562.4191
PARCEL I.D.:
1407-342-0035-000-7
ZONING:
AR-1, AGRICULTURAL RESIDENTIAL, 1 DU/AC
�I LAND USE:
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LEGAL DESCRIPTION:
"THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 34
SOUTH, RANGE 40 EAST, LESS AND EASEMENT OVER THE EAST 30 FEET,
LYING IN ST. LUCIE COUNTY, FLORIDA."
CONTAINING 50,262.02 SQUARE FEET OR 1.154 ACRES
THE ABOVE DESCRIPTION IN QUOTES TAKEN FROM OFFICIAL RECORD
BOOK 4364, PAGE 2618 PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
FLOOD ZONE:
THE PARCEL OF LAND SHOWN
HEREON
IS LOCATED IN FLOOD ZONE "X" PER FLOOD
INSURANCE RATE MAP 12111C0070
I
J, DATED FEBRUARY 16TH, 2020.
SITE DATA:
REQ'D
PROPOSED
MIN. LOT SIZE:
43,560 S.F.
50,262 S.F. (100%)
MAX. GROSS DENSITY:
1 Du/Ac
1 Du/1.15 Ac
MIN. LOT WIDTH:
150 FT.
166.34 FT.
MIN. ROAD FRONTAGE:
30 FT.
166.34 FT.
MAX. LOT COVERAGE:
20%
4,600 S.F. (9.2%)
SETBACKS:
REQ'D
PROPOSED
FRONT YARD (E)
50'
100.00,
REAR YARD (W)
30'
120.58'
SIDE YARD (N)
20'
52.34'
SIDE YARD (S)
20'
52.34'
PRELIMINARY - FOR PERMITTING PURPOSES:
CONTRACTOR SHALL FURNISH TOPOGRAPHIC SURVEY AND DOH SOIL REPORT
PRIOR TO CONSTRUCTION.
THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,
P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &
SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
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PROJ.NO. 20-830
DATE 04.02.2020
SHEET NO.
C-1
15'-8"
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T,AE3UL4TfON
LIVING
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REAR PORCH #2
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MAIN FLOOR.
SCALE: 1/4" = 1'-0"
(CONDITIONS)
The builder shall verify all
dimensions and conditions
on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility
due
to theimpossibility of
providing( on site )
supervision,
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G-EGKED
DAtE
2/2-1/2020
SGAL-
JOB NO.
20-005
SHEET NO.
ONE
Of=
SIX
24" OVERHANG
STUCCO FINISH
DECO SHUTTER
OPTIONAL
FRONT ELEVATION.
SCALE: 1/411 = 11-0"
REAR ELEVATION
SCALE: 1/4" = 1'-0"
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OPTIONAL IRAILING
- 2411 OH
STUCCO FINISH
(CONDITIONS)
The builder shall verify all
dimensions and conditions
on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility
due
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DONALD S. WILCOX
CHECKED
DATE
2/2'1/2020
SGAL£
JOB NO.
20-005
SHEET NO.
TWO
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o�
STUCCO FINI:
CHIMNEY HGT PER CODE
12
5 F
GALV/ALUM ROOFING
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LEFT ELEVATION
SCALE: 1/4" = V-O"
RiGHT ELEVATION
SCALE: 1/4" = V-O"
STUCCO FINISH
24" OVERHANG
(CONDITIONS)
The builder shall verify all
dimensions and conditions
on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility
due
to theimpossibility of
providing( on site )
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SGAL-
JOB NO.
SHEET NO.
THREE
OF
Six
15 -S" 21-4" -11-O" 12'-5" 33,-5" 10'-0" 12'-4°
FOUNDATION PLAN_
SCALE. 1/4" = V-0"
(CONDITIONS)
The builder shall verify all
dimensions and conditions on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility due
to theimpossibility of
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DONALD S. WILCOX
CHECKED
DATE
2/2-1/2020
SGAL£
JOB NO.
20-005
SHEET NO.
FOUR
OF
Six
SEE PLAN FOR
TOP OF WALL
ROOF FLAN
SCALE: 3/16" = V-O"
GALV ALUM ROOFIN
OVER PEEL 4 STICK
12
5
5/S" GDX PLYWOOD
APPROVED SPRAT' FOAM INSULATION
PRE-ENG,
TRUSS
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CEDAR "
5/S" GYPSUM WALLBOARD
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CEDAR 211 OH, (TYP. ALL CEILING)
STRAP EA. TRUSS PER ENG,
VINYL SOFFIT
FILL CELL -1 *5 DIA.
REBAR W / 3000 PSI
STUCCO FINISH
:ONGRETE BLOCK MASONRY STEMWALL
4 (1) *5, CONTINUOUS AT TOP COURSE
) WITH (1) *5 HOOKED DOWELS TIED TO
'IF FOOTING REINFORCING AT 48" O,C,
ROUT GELLS WITH REINFORCING)
)F COURES TO BE DETERMINED ON SITE
W�141
�_CONC. FILLED "U" BLOCK W1 (2) *5 BARS CONT.
8" * OF COURSES VARIES ( SEE STRUCTURAL)
S" X S" X Igo" CONC, BLK,
P.T. FURRING STRIPS
R.5 FOIL INSUL
1/2" DRYWALL
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OVER APPROVED VAPOR BARRIER OVER
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(CONDITIONS)
The builder shall verify all
dimensions and conditions
on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility
due
to theimpossibility of
providing( on site )
supervision,
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DATE
2/2-1/2020
SGAL£
JOB NO.
20-005
SHEET NO.
FIVE
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ELECTRICAL LEGEND
ELECTRICAL
S1'MOL
ceiling fan 5 bladed 02
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fluorescent light 1 x 4
fluorescent light 2 x 4
pot light
cable tv outlet
T�
fan 90 CF i
90 C FM
floor receptacle duplex
I i ght
outlet
outlet 220v
outlet gf i
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outlet wp
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smoke detector
switch
$
switch 3 way
$3
(CONDITIONS)
The builder shall verify all
dimensions and conditions
on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility
due
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providing( on site )
supervision,
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2/2-1/2020
5GAL-
JOB NO.
20-005
SHEET NO.
Six
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1ED WINDOW W/ SCREEN
Iro CONC, BLOCK
RT, ROD 1D ALL
,NS SHOWN
MOUE COATING OVER
TE BLOCK
PTH
:ADE
(CONDITIONS)
The builder shall verify all
dimensions and conditions
on
drawings and in the field, and
shall be responsilble for any
necessary adjustments and/or
corrections. Donald Wilcox
accepts no responsibility
due
to theimpossibility of
providing( on site )
supervision,
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DRAWN
DONALD S. WILCOX
C-=CK=D
DATE
2/2-1/2020
SGAL=
JOB NO.
20-005
SHEET NO.
ONE
OF
ONE
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GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST
EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS
THAT GOVERN THIS BODY OF WORK.
3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA
REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY
NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS
ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS.
4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1.
2.
3.
4.
5.
6.
7.
8.
12
13
14
15
RISK CATEGORY
CODE REFERENCE:
2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16
BUILDING DESIGN:
ENCLOSED
MEAN ROOF HEIGHT:
< 15.0'
ROOF PITCH:
5/12 DEGREES
GCpi:
± 0.18
WIDTH OF END ZONE:
A = 4.0'
WIND SPEED:
160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST *USED FOR ANALYSIS*
WIND EXPOSURE:
C
ADJUSTMENT FACTOR:
1.21
SUPERIMPOSED LOADS:
FLOOR (DEAD) 20 PSF
FLOOR (LIVE) 40 PSF
ROOF (TOP CHORD DEAD) 15 PSF
ROOF (TOP CHORD LIVE) 20 PSF
ROOF (BOT. CHORD DEAD) 5 PSF
WALL 55 PSF
SHEAR WALLS WERE CONSIDERED
A CONTINUOUS LOAD PATH WAS PROVIDED
COMPONENT & CLADDING DETAILED
MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE
CONCRETE NOTES:
NOTE: DO NOT SCALE THESE DRAWINGS
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR
BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN
28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE.
3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.
4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT
PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185
5.1. PROVIDE CHAIRS AND BOLSTERS
5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE.
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY
7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
7.1. CAST AGAINST EARTH: 3"
7.2. EXPOSED TO EXTERIOR ELEMENTS: 1"
7.3. FORMED SURFACES: 1"
8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.
ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION OF THOSE AREAS INVOLVED.
9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE
SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE.
10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS.
11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL
RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS
HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN
CRACKS (WHICH IS NOT UNCOMMON)
12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS.
13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN
W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04
AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS.
13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET.
15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.
16. SOILS SHALL BE TREATED.
FOUNDATION NOTES:
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR).
2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,000 PSF.
3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
ave
1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS
PRESCRIBED IN THESE PLANS.
2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301 OF THE 2020 FBC RESIDENTIAL CODE.
PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING.
3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS
SPECIFICATIONS UNLESS OTHERWISE NOTED.
CONCRETE MASONRY NOTES:
1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY.
1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS.
2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR
3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.)
4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.
5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF
THE COLUMNS.
6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY
STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY
UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA.
7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT
CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE
ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL
BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR
AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR
DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE
REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS
REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL.
7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE
OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK.
8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING.
8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED).
8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP.
9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY.
10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.
11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE.
12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH
THREADED ROD.
12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION.
TIMBER NOTES:
1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF
TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND
DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING
CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA
BUILDING CODE, 7TH EDITION.
1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE
STORED IN ACCORDANCE WITH TPI-95.
1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO
PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS
WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.
1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6'
O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM
CHORD BETWEEN TWO TRUSSES FOR ACCESS.
1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C
EQUIPMENT, ETC.)
1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP.
SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD.
1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER
MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR
BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE.
2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO
ROOF FRAMING WITH 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND
VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING.
3. EXTERIOR FRAME WALL SHEATHING TO BE A MIN. OF 1/2" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS
OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 8d NAILS @ 4"
O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE
WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS..
4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR
FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD.
5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:
5.1. INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS:
5.1.1. SOUTHERN YELLOW PINE #2 OR BETTER
5.2. BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL.
7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE
NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
WIND LOAD DESIGN CRITERIA:
1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS.
2. SEE ROOF PLAN FOR ZONE LOCATIONS.
3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC.
4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.
FOR 5:12 OR LESS ROOF PITCH
ZONE
AREA
PRESSURE
PRESSURE
OVERHANG
1
10
45
25
N.A.
1
20
40
22
N.A.
1
50
33
17
N.A.
1
100
28
14
N.A.
2E
10
62
25
74
2E
20
56
22
71
2E
50
47
17
67
2E
100
40
14
65
2R
10
62
25
N.A.
2R
20
56
22
N.A.
2R
50
47
17
N.A.
2R
100
40
14
N.A.
3
10
62
25
87
3
20
56
22
78
3
50
47
17
66
3
100
40
14
58
EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC):
1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO
MEET THE WIND PRESSURES SHOWN.
2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER.
WALL ZONE
PRESSURE
PRESSURE
END
39 PSF
31 PSF
INTERIOR
34 PSF
31 PSF
ROOFING NOTES:
1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE
DESIGN CRITERIA IN THESE PLANS.
2. ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS 107.
OVER ENCLOSED AREAS
ROOF ZONE
ROOF SLOPE 5:12 OR LESS
ROOF SLOPE 7:12 OR MORE
2E/2R
82 PSF
N.A.
3
90 PSF
N.A.
ROFFITR-
ZONE
DESIGN PRESSURE
2
+32 / -33 PSF
3
+32 / -41 PSF
PRODUCT APPROVAL INFORMATION
FLORIDA PRODUCT
DESIGN
MAX. DESIGN
PRODUCT
MANUFACTURER
MODEL NUMBER
GLASS TYPE
ATTACHMENT METHOD
APPROVAL NO.
PRESSURE
PRESSURE
SINGLE HUNG
7/8" INSULATED-
CORNERS & AT THE MEETING RAIL & 10-1/2"
CWS
8100 SERIES
FL# 16177
+44/-56 PSF
+/ 70 PSF
WINDOWS
LAMINATED
O.C.MAX. AT THE JAMBS - 17" O.C. MAX. AT THE
HEAD
MULL CLIPS W/ (3) 1/4" X 1-3/4" EMBED. MIN @ EA.(2)
MULLION
CWS
3" PVC MULL
FL# 9520
+43/46 PSF
+/ 80 PSF
N.A.
CLIPS PER SIDE
GLAZED
1/4" X 1-1/4" EMBED. TAPCONS @ 4"/8" FROM THE
SWING DOORS -
1" INSUL.-
PLASTPRO
FIBERGLASS W/
FL# 17184.9
+41/-50 PSF
+/-50 PSF
CORNERS & AT THE MEETING RAIL & 19" O.C.MAX.
IMPACT
LAMINATED
OR W/O SIDELITES
AT THE JAMBS
SWING DOORS
DLP-PRESSRITE, INC.
WINDSERT
FL# 14803.3
+43/-52 PSF
+50/-55 PSF
1/4" CLEAR, TEMP.
7
CORNERS/MEETING RAILS & 16" O.C. AT THE
NON -IMPACT
JAMBS
FIBERGLASS -
1" INSUL.
1/4" X 1 EMBED. TAPCONS @ 4"/9" FROM THE
ENTRY DOOR
PLASTPRO
OPAQUE W/ OR
FL# 17184.6
+43/-46 PSF
+/-50 PSF
W/O SIDELITFS
LAMINATED
CORRNN ERS & 19" O.C. AT THE JAMBS/HEA
10 X 1" LOW PROFILE STYLE FASTENER @ 10"
METAL ROOF
INTEGRITY METALS
IM100
FL# 28113.1
+25/-87 PSF
-108.5 PSF
N.A.
O.C. FOR -78.5 PSF & LESS OR 5" O.C. FOR -78.
ELF-ADHERIN LA -MAT RIENFORCED FILM
UNDERLAYMENT
SOPREMA
TRI-BUILT HTTU
FL# 2569.1
+25/-87 PSF
-108.5 PSF
N.A.
SURFACED, SBS MODIFIED BITUMEN ROOF
NDERLAYMENT
JAMES HARDIE BUILDING
NON -VENTED
2
SOFFIT
PRODUCTS, INC
SMOOTH
FL# 13265.1
+32/41 PSF
-70 PSF
N.A.
DIAMETER, CORROSION RESISTANT NAILS @ 6"
O.C. AT THE EDGES & IN THE FIELD -
5/16" X 1-5/8" LAG SCREW W/ HEX HEAD INTO 2X
GARAGE DOOR
HAAS
#2480
FL# 17430.9
+39/44 PSF
+45/-50 PSF
N.A.
BUCK 1" TO 2" & 11-3/4" MAX. THROUGHOUT
HURRICANE
1/4"-20 SIDEWALK BOLT W/ 7/8" X 3/32" WING NUTS
PROTECTION
EASTERN
0.05 ALUM.
FL# 11964.1
+43/-52 PSF
+80/-90 PSF
N.A.
@ 6" O.C. THROUGHOUT
ROOF ZONES
SCALE: N.T.S.
ROOF ZONES @ MECH. ROOM
SCALE: N.T.S.
THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,
P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &
SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
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PROJ. NO.
20-830
DATE
04/08/2020
SHEET NO.
S-1
SHEET 1
OF 6
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(1) #5 HORIZ. BAR CONT.
FIBERMESH OR WELDED
WIRE MESH. SEE FOUND.
NOTES
w w= X X X BAR CONT.
jU) of
X— X
a .
II III
8" X 16" CMU STEM WALL —
(# OF COURSES TBD)
#5 ROD W/ 10" HOOK EMBED
MIN. OF 7" INTO FOOTER. SEE
STRUCTURAL ENGINEERING
LAYOUT FOR LOCATION AND
SPACING (WHERE SPLICE
OCCURS 30" LAP. MIN)
FOOTING REBAR
(3) #5 CONT.
• •
f 2 0 1
TYPICAL EXTERIOR STEM WALL FTG
S_2 SCALE: 1" = 1'-0"
(1) #5 HORIZ. BAR CONT.
FIBERMESH OR WELDED
WIRE MESH. SEE FOUND.
NOTES
a
d 4 co
I
8" X 16" CMU STEM WALL
(# OF COURSES TBD)
#5 ROD W/ 10" HOOK EMBED
MIN. OF 7" INTO FOOTER. SEE
STRUCTURAL ENGINEERING
LAYOUT FOR LOCATION AND
SPACING (WHERE SPLICE
OCCURS 30" LAP. MIN)
a
a
FOOTING REBAR
(3) #5 CONT.
a .
2'-0"
f 1
s TYP. INTERMEDIATE STEM WALL FTG.
S-2 SCALE: 1" = 1'-0"
(1) #5 HORIZ. CONT
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NOTES
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(# OF COURSES TBD)
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MIN. OF 7" INTO FOOTER. SEE
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LAYOUT FOR LOCATION AND
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12" X 12" CMU COLUMNS W/
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PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &
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ALL GYPSUM BOARD TO CONFORM
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SEE DETAIL.
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PRINTED COPIES OFTHIS IIS DOCUMENT ARE NOT CONSIDERED SIGNED &
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2 X 6 DOUBLE TOP PLATE
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
POLYURETHANE SEALANT
(BY CONTRACTOR)
POLYURETHANE SEALANT
(BY CONTRACTOR)
EXTERIOR SILL NOSING
FINISH MATERIAL, PITCH
SILL AWAY FROM DOOR
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
AIR/WATER DAM @ SHIM GAP (BY
CONTRACTOR)
FINISH FLOOR
SLAB RECESS
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
NOTES:
• WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
• POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL
• INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX
BY TREMCO OR EQUAL
• CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND
RESULTING BEAM HEIGHTS
• ALL EXTERIOR DOORS MUST BE SET IN A RECESS.
• VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING
SLAB
DOOR WATERPROOFING DETAIL
SCALE: 1" = V-0"
ATTACH HEADER TO TOP PLATES
USING SIMPSON SPH4/6 W/ (10) 10d
X 1-1/2" NAILS @ 16" O.C.
o
a
0
0
(3) 2 X 12 #2 SYP HEADER W/
1/2" CDX FLITCH PLATES
FULLY LAMINATED W/ "LIQUID
NAIL" (OR EQ.) & NAILED
TOGETHER W/ ROWS OF (3)
12d NAILS @ 12" O.C.
THROUGHOUT
NEW JACK/HEADER ATTACHED
TO TOP PLATE USING SIMPSON
MSTA24 W/ (8) 10d NAILS EACH
SIDE OF STRAP (TYP.)
SIMPSON SP6 @ 32"
O.C. TO STUD, TOP &
BOTTOM AND AT EA.
KING STUD W/ (6) 10d
X 1-1/2" NAILS @ EA.
DOOR OPENING
2 X 6 PT #2 SYP BOTTOM
PLATE ATTACHED TO
FOUNDATION W/ 5/8" X 5"
HA
EMBED. S.S. OR GALV. "J"
BOLTS @ 24" O.C.
FOUNDATION - SEE PLAN
2 FRAMED BEARING WALL DETAIL
S_5 SCALE: 1/2" = V-0"
39" W X 4" D CAST IN PLACE
CONC. CHIMNEY CAP W/ (1) #5
HORIZ. BARS @ 12" O.C. MAX
W/ 10" ACI HOOKS EA. SIDE
TIED TO VERT. STEEL (TYP.)
(2) COURSE "H" BLOCK, (2) #5
CONT. OR (1) #7 EA. COURSE
(1) #5 VERT. BAR IN GROUT FILLED
CELL LOCATED PER PLAN
8" X 16" CMU RUNNING BOND W/9
GA. LADDER BLOCKING @ EVERY
OTHER COURSE
SMOOTH STUCCO FINISH
EXETRIOR STUCCO INSTALLED
IN COMPLIANCE WITH ASTM C
926 & C 1063.
(2) COURSE "H" BLOCK AT
MID -HEIGHT, (2) #5 CONT. OR (1)
#7 EA. COURSE, CONT. POUR
#5 ROD W/ 10" HOOK EMBED MIN. OF
7" INTO FOOTER. SEE FOUNDATION
PLAN FOR FOR LOCATION AND
SPACING (WHERE SPLICE OCCURS
30" LAP. MIN)
8" X 16" CMU STEM WALL
(# OF COURSES TBD)
#5 ROD W/ 10" HOOK EMBED MIN. OF
7" INTO FOOTER. SEE STRUCTURAL
ENGINEERING LAYOUT FOR
LOCATION AND SPACING (WHERE
SPLICE OCCURS 30" LAP. MIN)
FOUNDATION - SEE DETAILS
0A' M0Ylly:/
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
POLYURETHANE SEALANT
(BY CONTRACTOR)
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
2X P.T. BUCK
MASONRY SILL
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
AIR/WATER DAM @ SHIM GAP (BY
CONTRACTOR)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)
NOTES:
• WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
• POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL
• INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX
BY TREMCO OR EQUAL
SCALE: 1" = V-0"
4 WALL SECTION @ FIREPLACE THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED I L SIGNATURE.
U SHORT,
P.E., MASCE P.E. #6901 R ON OS/17/2021 USING A DIGITAL SIGNATURE.
S-5 SCALE: 3/4" = V-0" PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &
SEALED, AND THE SIIA AUTHENTICATION CODE. MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
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METAL ROOF OVER 15#
7� 5 UNDERLAYMENT OVER 5/8" CDX
SHEATHING, 10d RINK SHANK NAILS
@ 4" O.C. AT SEAMS & 6" O.C. IN FIELD
PRE-ENGINEERED WOOD TRUSSES @
24" O.C.
HURRICANE STRAP @ EA. TRUSS - PER
SCHEDULE & LAYOUT
m
u ALUM. DRIP EDGE OVER
1'-4" O.H. 1 X 6 CEDAR FASCIA
J
TYP. ATTACHED TO TRUSSES
W/ (3) 16d NAILS EA.
TRUSS
1/2" GYP. BD. DRYWALL
UNVENTED HARDI SOFFIT
L
STD. OR RECESSED PRE -CAST
LINTELS ABOVE WINDOWS,
DOORS & LARGER SPANNING
DOUBLE BOND BEAM W/ (2) COURSES
OPENINGS W/ (1) #7 BAR TOP
H-BLOCK WITH (1) #5 BARS CONT.
COURSE & #5 BAR IN PRE -CAST
EACH COURSE
LINTEL POURED WITH BEAM
(CAST-CRETE OR EQ.)
EXETRIOR STUCCO INSTALLED
ALL GYPSUM BOARD TO CONFORM
IN COMPLIANCE WITH ASTM C
TO ASTM C5, C22, C28, C35, C59, C61,
926 & C 1063.
C587, C631, C847, C933, C1032 AND
C1047 AND SHALL BE INSTALLED IN =
SMOOTH STUCCO FINISH
COMPLIANCE WITH ASTM C843/44 Q
w
m
0
8" X 16" CMU BLOCK W/ 9 GA. LADDER
80
BLOCKING @ EVERY OTHER COURSE
1 11 1-- (1) #5 VERT. BARS
#5 ROD W/ 10" HOOK EMBED MIN. OF
7" INTO FOOTER. SEE FOUNDATION
PLAN FOR FOR LOCATION AND
SPACING (WHERE SPLICE OCCURS
z
INSTALL ALL WINDOWS &DOORS PER
30" LAP. MIN
w
U
FMA/AAMA 200-12 SPECIFICATIONS
FOR WATER TIGHT INSTALLATION
a
4" CONCRETE SLAB W/6X6 -
W1.4/W1.4 WWM OR FIBERMESH
ON 6 MIL. VAPOR BARRIER ON
iv
WELL COMPACTED, TREATED FILL
FOOTING REBAR
(2) #5 BARS CONT.
2 TYPICAL WALL SECTION @ MECH. RM.
S-6 SCALE: 3/4" = V-0"
PRE-ENGINEERED ROOF
TRUSSES 24" O.C. MAX
HETA16
HHETA16
I
I
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-
doI
O.H.
"SETBACK
TRUSS
HHETA16
4'-0" SETBACK
TRUSS
1' _4"
O.H.
HETA15
STRUCTURAL ROOF FRAMING PLAN
SCALE: 1/4" = V-0"
TRUSS CONNECTION SCHEDULE
UPLIFT
MAX. UPLIFT
HARDWARE
CONNECTION NOTES
FASTENER SPECIFICATION
1035
1810
HETA16
COMMON TRUSS TO C.M.U. WALL (U.N.O.)
(9) 10d X 1 1/2" NAILS
1743
2235
HHETA16
HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.)
(10) 10d X 1 1/2" NAILS
NOTE:
1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM
NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS.
2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN).
(1) #5 VERT. BARS
FIBERMESH OR
WELDED WIRE
MESH. SEE FOUND.
NOTES
FOOTING REBAR
(2) #5 CONT.
Xa X X
—III III III III
V-8"
1 STORY EXTERIOR MONO. FTG.
SCALE: 1" = V-0"
1
■
S-6
4 THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.
■
MIN. WITH TROWEL SMOOTH FINISH
REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.
MESH OR FIBER MESH W/ 6 MIL VAPOR
BARRIER ON COMPACTED TREATED SOIL
■
+41/-50 PSF
■ ■ BB16 ■
1
S-6
■
STRUCTURAL FOUNDATION PLAN
SCALE: 1/4" = V-0"
BEAM SCHEDULE
MARK
TOP ELEVATION
SIZE
REINFORCING
SPACING
WIDTH X DEPTH
BOT. MID. TOP
CASTCRETE OR EQUAL
BB16
81-11,
1 #5 1 #7
#5 CORNER BARS
LINTEL 8F16 1T/1B
1. EE = EACH END BAL. - BALANCE
2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE.
3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE.
4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL
LINTELS)
THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,
P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &
SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
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DATE
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SHEET NO.
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