HomeMy WebLinkAboutRevision Form 070620 - with plansOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT # 1910-0578
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1563
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
10725 S OCEAN DRIVE UNIT 452
JENSEN BEACH FL 34957
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
PRODUCT APPROVAL SUBMITTAL AFFIDAVIDT HAS BEEN REVISED FOR THE FOLLOWING: ROOF AND
WINDOW MAXIMUM DESIGN PRESSURES
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGCO62378 ST. LUCIE CO CERT. #: 24486
BUSINESS NAME: HOMECRETE HOMES INC
QUALIFIERS NAME: ROBERT CENK
ADDRESS: 2162 NW RESERVE PARK TRACE
CITY: PORT ST LUCIE STATE: FL ZIP: 34986
PHONE (DAYTIME): 772-873-6707 FAX: 772-873.6686
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE: ZIP:
ARCHITECT/ENGINEER INFORMATION:
fes.
NAME: BRADEN & BRADEN AIA
ADDRESS: 417 SE COCONUT AVE
CITY: STUART STATE: FL ZIP: 34996
PHONE (DAYTIME): 772-287.8258 FAX: 772-287-8283
SLCCC: 9/23/09
Revised 06/30/17
WALL SYMBOL LEGEND
Ell El= CBS walls - FIII cells solid with concrete and (1) #5 bar vert. at 40"
o.c. for walls up to 10'-0"* hi h. Space 32" o.c. for walls up to 15'-O"*
For walls over 10'-0" a special inspection is required bg any licensed structural
engineer to review and approve the vert. steel installation in the footings,
in the wall cavity and Into beam.
2" x 4" non-bearing stud walls - see sections. Insulate
with R-11 batts at bathrooms t between A/C and
Non -A/C spaces
* top of wall height_ is clear span of block to bottom of f irst structural beam
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FLOOR FLA4N
Ujindoui Schedule
Mark
Size
Window Description
I.
3'-1" x 5'-3"
SINGLE HUNG - EGRESS
2.
3'-1" x 3'-2"
SINGLE HUNG
3.
2'-2" x 2'-2"
SINGLE HUNG
4.
3'-1" x 5'-3"
FIXED GLASS
5.
3'-1" x 2'-10"
1 FIXED
- ALL Windows to be white vinyl indows with tint.
Provide muntin's and struc ur mullions per elevations. See
product approval chart for window manufacturer information.
- ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
- ALL windows in bathrooms to be tempered
- ALL windows within 18" of finished floor to be tempered
unless impact rated.
- verify all masonry/rough opening sizes prior to ordering
windows.
Door Schedule
Mark
Size
Door Description
A
3'-0" X 6'-8"
FOAM FILLED FIBERGLASS 6 PANEL
-�n
WITH PEEPHOLE
B
2'-8" X 6'-8"
MDF INTERIOR DOOR
C
2'-0" X 6'-8"
MDF INTERIOR DOOR
D
9'-0" X 6'-8"
SLIDING DOOR
E
6'-0" X 6'-8"
BI -FOLD DOOR
F
4'-0" X 5'-0'
BI -FOLD DOOR - FIELD VERIFY HEIGHT
G
3'-0" X 6'-8"
BI -FOLD DOOR
H
2'-6" X 6'-8"
POCKET DOOR
J
2'-8" X 6'-8"
BI -FOLD DOOR
K
3'-0" X 2'-6"
BI -FOLD DOOR - FIELD VERIFY HEIGHT
L
5'-0" X 6'-8"
BI -FOLD DOOR
- ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
- verify all masonry/rough opening sizes prior to ordering
windows.
- See product approval chart on these plans for exterior
door manufacturer information (including garage door)
- Provide one exit door (swing type) that is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has glazing then it must be impact resistan
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
SEAL CONCRETE BLOCK AT DOOR AND WINDOW
OPENINGS WITH CONCRETE SEALANT PRIOR
TO BUCK INSTALLATION PER FBCR 103.8
TYPICAL NOTES: SCALE 1/4" = I' -O"
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc., to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC 8102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
q. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibilitg requirements.
12. Lowest finished floor to be set bg Governing Building Department
survegor to set in field.
13. Wall and Ceiling shall have a flame -spread classification of not greater
than 200 per FBC 8302.9.1
14. Wall and ceiling finishes shall have a smoke -developed index of not greater
than 450 per FBC R302.9.2
15. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall complg
with F.B.C. 8316 - see permit info box of code edition
2" x 12" Treads
I� risers at
1� treads at
I" high
11" deep
F.
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36" high railing
2" Gripable
Handrail each
side of stairs
34" high railing
at stairs
Frovi a(U 1k b
m s am
� 45bars vert a 12" o.c. II =
lap steel 25" into concrete
slab in top and bottom landing
III -
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Aluminum Maxi Rail
2" newel posts
O with I" pickets
® 4" o.c.
m 2" round handrail
2" clearance from finished floor
to bottom horizontal rail
Fill holes of Post base with
1/4" din x 3' tapcons
',,,4" concrete slab with fibermesh
or G"x6" 910/10 wwM over
clean compacted termite treated fill
x5 bars horizontal at
8" o.c. vert. up stairs
Min. L" thick slab
at narrowest point
I I-
Footing per
foundation plan
1 -
Exterior Concrete Stair Detail
5 risers at 6 1/2" high
4 treads at 12" deep
36" High
2" dia. handrail
attached to wall w/
min. 1 1/2" between
Scale: 1/2" = I'-0"
(2) 2" x 12" wood beam
bolted toggirder truss with
(2) 5/8" dia x 5" lag screws
with min 3" separation between
screws at each web location
Hang stringers to beam using
Simpson HGA 10 with (4)
1/4" x 3" wood screws into beam
and (4) 1/4" x 1 1/2" wood screws
into stingers
5/8" type "X" drywall
2" x 12" Stringer
one on each side of
stairs
Attach stringers to floor using
Simpson HGA 10 with (4)
/4" x 2" tapcons into floor
and (4) 1/4" x 1 1/2" wood screws
into stingers
STAfR DETAfL
16. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C960, C1002, CiO41,Ci111, C1118, C1218, Ci395, or C1396 and shall be installed
according to the following: (FBC 8102.3.5)
Drywall
Location
Orientation
Framing
Member
Max. spacing
fasteners
Nail sizin o tions for
g p
Thickness
sq. ft.
Second door A/C =
Spacing
of
installation of drywall into
space =
1413
sq. ft.
Maximum
Nails
Screws
wood framing members
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Insulation shall comply with F.B.C. 8316.
20.
ALL materials used below base flood elevation must be flood resistant. This is to include
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all wall coverings in garage and elsewhere if applicable.
2" x min. thickness
ALL drawings and written material herein constitute original work of this firm and the same or ang part
Ceiling
Perpendicular
24"
7
12"
13ga 1 3/8" long with 19/64" head
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0.098" diameter x 1 1/4" long
/2
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annular -ringed or 5d cooler nail
OR
Walls
Either
16"
8"
I6"
0.080" dia. xx 1 5/8" long with
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15/64 head
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OR
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Gypsum board nail 0.086" dia.
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x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
7
12"
13ga 1 5/8" bong with 19/64" head
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to
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0.098" diameter x 1 3/8" long
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annular -ringed or 6d cooler nail
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Walls
Either
"
1611
6
8"
"
16
0.092" dia. xR 1 1/8" long with
Direction
I/4 head
OR
G board nail 0.0915" dia.
1psum
x 1/8" with 19/64" head.
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Space
Breakdown
ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
First Floor
A/C =
891
sq. ft.
Second door A/C =
516
sq. ft.
Total A/C
space =
1413
sq. ft.
Total Cubic
Volume =
XX
sq. ft.
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sliding doors
to open wall
IN
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Scab: 1/2" = I' -O"
11.
ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
18.
Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
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C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall
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be used as backer for the wall tile in tub areas and wall panels in shower areas.
19.
Insulation including facings such as retarders or vapor permeable members installed
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within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyismoke
ng
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developed index not to exceed 450 when tested in accordance with ASTM E 84.
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Insulation shall comply with F.B.C. 8316.
20.
ALL materials used below base flood elevation must be flood resistant. This is to include
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all wall coverings in garage and elsewhere if applicable.
21.
ALL drawings and written material herein constitute original work of this firm and the same or ang part
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thereof MAY NOT be duplicated, disclosed, distributed or used in ang manner without written consent
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of this firm. Ang user thereof, without consent, shall be indebted to this firm for full commission.
Digitally signed
by Daniel Braden
Date: 2020.07.06
15:23:14 -04'00'
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Shower F -24S
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FRONT
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4" concrete slab with fibermesh OR
6x6 910/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
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FOUNDATION PLAN
Termite Protection for New
Construction as per F.B.C. 181L1
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.1 FOR FURTHER REQUIREMENTS
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re—treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around piping penetrating concrete
slab on grade floors shall not be of cellulose—containing
materials and shall have a min. wall thickness of 0.010"
and shall be sealed within the slab using a non—corrosive
clamping device to eliminate the annular space between
pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
LL
30" min.
Corner Steel Lap
nts
E
Missed 71&
X
CC
Typ. Masonry f=illed Cell Detall
Filled Cell Masonry Column With One NTS
:45 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
49 diamorn
3
PLAN
filled Cells
(Typical)
1/2"x 4 1/2"
sonryInspection
Clean Out Hole
O° bend from footing
8 bar dia. lap in wall
id footing
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Extreme Metals 26 cia Metal Roofing installed
per product approval FLIt 11022.5 over Polyglass self adhered
roofing underlagment over 19/32" COX plywood attached
to trusses per sheeting attachment diagram on roof plan
R-20 open cell spray foam
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES
( 24" o. c.) supporting Max. �{ at 24"o.c. TYPICAL
1810lbs. uplift ( shop drawings bg manufacturer )
Prefabricated aluminum gutter
shop drawings by mfg on
Galt' -Alum Metal drip
on 2" x 6" fascia 5/8" drywall with smooth finish
T, T Bl I/2" drywall over I"�
10" strips at 16" o.c. wit R6.5 gfoil
insulation on typical 8' walls
Soffit to be two layers of 5/8" thick All drywall is per FBC 102.3.1 and
densglass fireguard X finished painted to shall meet all pertaining ASTM codes.
match body of house Mortar to be Tye "M" only.
Provide Dur -O -Rock at all wet
areas (ex. showers, tubs etc...)
Fill cell with concrete and
(1) 45 bar vert. (typical).
Max,spacing shall not exceed
32" unless otherwise noted OD
1$5 bar vert. w/ see foundation plan notes for
30" overlap spacing at openings
A/C Compressor Bracket Plan view
SCALE 1/2" = 1'-0"
49 diamond plate
Dowel (1) 45 bar
w/ 25" min lap
and 6" embed
metal top plate
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Down
5/8" drywall ceiling on
truss bottom cord
ete Footing
Re air
nts
FOUNDATION NOTES: SCALE: I/4" = I'—O"
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1.
Mark
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Size and Description
I/2" drgwall on
2" x 4' metal studs at 16" o.c.
T-8
for approval before proceeding with construction.
Thicken slab edge to 8" x 8" with (1) #5 bar cont.
F—I�
Finish to match existing
16"w x 16"d
transverse
concrete monolithic footing with (2) 45 rebar
bars at 32" o.c. (bottom) FTG to have step
continuous and 45
down — see detail
F—I6S
16"w x
and #5
16"d concrete stem wall footing with (2) #5 rebar
transverse bars at 32" o.c. (bottom)
continuous
F -24S
00
24"w x
and #5
16"d concrete stem wall footing with (3) U5 rebar
transverse bars at 32" o.c. (bottom)
continuous
F-36
u7
36"w x
361 x 16"d concrete pad footing with 45 rebar at 8" O.C. each
�\ I ✓ V V V V 111 V V V V 1. /�
Extreme Metals 26 cia Metal Roofing installed
per product approval FLIt 11022.5 over Polyglass self adhered
roofing underlagment over 19/32" COX plywood attached
to trusses per sheeting attachment diagram on roof plan
R-20 open cell spray foam
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES
( 24" o. c.) supporting Max. �{ at 24"o.c. TYPICAL
1810lbs. uplift ( shop drawings bg manufacturer )
Prefabricated aluminum gutter
shop drawings by mfg on
Galt' -Alum Metal drip
on 2" x 6" fascia 5/8" drywall with smooth finish
T, T Bl I/2" drywall over I"�
10" strips at 16" o.c. wit R6.5 gfoil
insulation on typical 8' walls
Soffit to be two layers of 5/8" thick All drywall is per FBC 102.3.1 and
densglass fireguard X finished painted to shall meet all pertaining ASTM codes.
match body of house Mortar to be Tye "M" only.
Provide Dur -O -Rock at all wet
areas (ex. showers, tubs etc...)
Fill cell with concrete and
(1) 45 bar vert. (typical).
Max,spacing shall not exceed
32" unless otherwise noted OD
1$5 bar vert. w/ see foundation plan notes for
30" overlap spacing at openings
A/C Compressor Bracket Plan view
SCALE 1/2" = 1'-0"
49 diamond plate
Dowel (1) 45 bar
w/ 25" min lap
and 6" embed
metal top plate
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Down
5/8" drywall ceiling on
truss bottom cord
ete Footing
Re air
nts
FOUNDATION NOTES: SCALE: I/4" = I'—O"
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1.
Any changes to plans must be submitted to the architect
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I/2" drgwall on
2" x 4' metal studs at 16" o.c.
for approval before proceeding with construction.
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Finish to match existing
2.
Contractor shall be responsible for verification of all notation and dimensions
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prior to start of construction.
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3.
ALL Concrete used for slabs shall be 3,000 PSi concrete min., and
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ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
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to
metal bot track
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shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix min.
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4.
Soil conditions assumed to be 2500 psf and stable. This shall be confirmed
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by soil borings which shall be provided in writing to this firm by owner/ contractor
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concrete slab with fibermesh OR
6"x6" U10/10 WWM on 6 mil Visqueen over
prior t0 start Of any COnStrUCtiOn,
Typical
baseboard
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clean compacted termite treated fill
S.
Verif g all recess thickness at shower floors, all floor finishes as selected by
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owner, door sills � thresholds etc.... prior to placing any slabs.
�.
Contractor to provide filled cell with concrete and 1 95 bar vert. at 48"
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o.c. max. Provide (1) filled cell on each side of openings upp to 5' 11" wide. Interior Non—Bearing Partition
Provide (2) filled cells on each side of openings from —O to 9 —Ill/scale:
1/2 = 1'-0"
and Provide (3) filled cells on each side of openings from 10'—C" and up
6-
1
Contractor to see plans for any other condition used. Foundation walls
Filled Cell Masonry Column With One
shall have filled cells at 24' o.c. unless otherwise noted (see section)
45 From Footing To Beam.
1.
Contractor to provide for Form Board Survey — Form Board Survey
Conc. Fill To Be 3000 PSI
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to be provided to Truss Company prior to truss construction
See Floor Plan For Location
8.
ALL Reinforcing steel shall be grade 60, meeting ,OSTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
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9.
Provide a minimum of 3" concrete protection at footings and
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1-1/2" concrete protection at beams for ALL reinforcing bars.
10. Contractor to the Architect with truss shop drawings Including
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�rovide
ALL truss cut s Bets showing ALL truss reactions prior to TART
Single Filled Cell Column
OF FOUNDATION WORK for strap and footing size verification.
NTS
SEE TYPICAL
WALL SECTIONS
5/8" thick light textured
stucco on typical concrete—gyp
block construction
3" x 3" x I/4" aluminum angles
(4) 1/2" stainless
steel bolts \
ELEVATION
A/C Compressor Bracket Detail
SCALE 1/2" = 1'-0"
Attach door to block wall with
I/4" did, x 3" tap—cons with min.
1 1/2" penetration at 12" o.c. max
Exterior face and 6" o.c. max from each corner thru
of wally I x 8 PT Buck
P.T. Buck
2 sides t header
Detail at Exterior Doors
Exterior face
of wall ----N
Grade
Typical flooring over 15/32" COX plywood screwed to
trusses or ,foists thru 23/32" COX plywood sub -floor.
Typical Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c.
Baseboard Max. spacing over 15 Ib felt. install 23/32" COX plywood
screwed and glued to trusses or ,foists with 48 x 2" screws
at 12" o.c.
16" deep pre -enc
lineered wood �r
nn floor trusses at 4" o.c.
tr
= r
�R-30 batts insulation
5/8" Drywall ceiling
Beam B1
See floor truss attachment
detail on framing plan
1/2" drywall over I"
strips at 16" o.c. wit R6.5 Jgfoil
insulation on typical 8 walls
All drywall is per FBC 102.3.1 and
shall meet all pertainin�g ASTM codes.
Mortar to be Type "Nl" only.
Provide Dur -O -Rock at at wet
areas (ex. showers, tubs etc...)
45 bar vert. w/ 1/2" �pansion joint
30" overlap
6"
EE � A � Z,
M � I....
NTSU U �
Attach window to block wall with
1/4" dia. x 3" tap—cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
D &tall at Uj Indows
Buck
w
he
NTS
F -24S
Fill cell with concrete and
(1) 45 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
bend bar to extend min. 32" into slab
Fill all cells with concrete and
provide (1) 45 bar vert. at
24" o.c. max. spacing.
Scale 1/2" = 1'-0"
Digitally signed
by Daniel Braden
Date: 2020.07.06
15:23:02 -04'00'
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See to plcal section
for wall finish notes
Ledger LnI
SECOND FLOOi� Fi�/4MING_�
Typical Flooring on 3/4" CDX plywood sub–flooring
screwed and glued to floor trusses. ALL plywood
sub–flooring to be saturated with Thompson's
water seal Immedlately after Installation for leak protection
base board Provide Simpson H2.5 strap
at each floor joist to ledger connection
_ IID" deep Top Chord Bearing
floor trusses at 24 o.c. typical
R-30 batts insulation
8/8" Drywall
Beam BI
see beam schedule
�o flock LUall �ttachm�nt D�tai
nts
STPIR ELEVATIGN
TYPICAL NOTES: Scale: 1/.4" = 1'-0"
�4LL fi lgwood sub -flooring to be saturated w/ Thompson's
water seal immediatelg after installation for leak protection.
Truss shop drawings to be provided b� manufacturer
Ang changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANLl F4CTURER
/Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Provide fire stop blocking at all floor trusses dividing the floor
area into SOO sq. ft. (1„16x.) spaces
SE/4M
Mark
SCH
DUL
Mark
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Size
and Description
Bi
Two
rows of
beam block
filled with concrete and (1) #5 bar
continuous
in
each row.
Provide precast lintel filled with
concrete and
(1) 45 bar per lintel schedule continuous
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over
openings.
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(2)
2" x 12"
SYP #2
wood Beam
LEDGER SCHEDULE
Mark
Size and Description
LCI
(2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia.
expansion anchors at 24" o.c. staggered with min.
6" embedment into wall
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Scale: 1/2"
IMdAp
Al
BI
FTa zo X31
Bi
191
Extreme Metals 26 a Metal Roofl g Installed
per product approval- FLU 11022.5 over Polyglass self adhered
roofing underlayment over 19/32"' DX plywood attached
to trusses per sheeting attachment diagram on roof plan BI L31
l_
BI
L31
6„
ROOF PL_/4N
N
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I" x 6" PT Fi
4" prefabricate
aluminum gutter
Zero Lot Line Overhang
Scale : I" = 1'—o"
TRUSS BRACING NOTES
Contractor to brace all top and bottom chords In floor
and roof trusses In the following manner-
- Install first row of truss bracing 36" from exterior walls
and spaces '12" o.c. thereafter top and bottom chords
- Install bracing on any top or bottom chord which Is longer
than -12" In clear span.
All truss bracing to be 2" x 4" wood and shall be attached to
top of bottom chord and on bottom of top chord of trusses.
•usses spaced per truss
nufactures plans
Iplcal splice
ttach bracing to truss chord
Ing (2) IOd nails In all
cations
" x 4" wood bracing
TYPICAL ROOF DOTES, Scale V.4" = 1'-0"
- Overhangs shall be �" except zero lot line side which
shall be O unless otherwise noted on this sheet
- Roof pitch shall be 4:12 unless otherwise noted on this sheet
- Truss shop drawings to be provided b� manufacturer
- Arg changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
ALL TRUSS TO TRUSS CONNECTiONS BY
TRUSS MIAN1 PACTURER
- Architect to review Truss Shop Drawings Prior
to construction for lagout and uplift verification
- Contractor to provide for Form Board Surveg and to provide
Form Board Surveg to Truss Compang prior to truss construction
- Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
OF FOL>NDA70N UJORK for strap and footing size verification.
— TRUSS DEFLECTION SHALL NOT EXCEED 0.5 ON ANY TRUSS.
Additional Precast Lintel
45 bars Lintel Bar Clear A B
• +'• CLEAR
rLength Length Span Bars Bars
. � r. :7 .-. r�
2'-10" 2'-8" I'-6" 2,#3 none
r'----� r ------V r' ----•r CLEAR
2'-2" 2,43 none
SFS-OB/IT SF8-IB/IT 8F8-IB/2T
Additional 4'—O" 3'-10" 2'-8" 2,3 none
#5 bars
CLEAR•�': 4'-6" 4'-4" 3'-2" 2,#3 none
ne Row of "H" �-
Block Above 5'-2" 4'—O" 2,1#3 none
WI� Precast Lintel ,none
none
Additional i
CLEAR #5 bars '�----�'
�'-6" �'—O" 6'-2" 2,45 none
811`94-113/11T8FI6—IB/2T 2,#5 none
NOTES:
I. min. coverage of steeMLS"
2, min. bearing required ® ea, end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM A6IS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
Digitally signed
by Daniel Braden
Date: 2020.07.06
15:22:49 -04'00'
SHEET NO:
OF 5.
JOB NUMBER:
I9-58
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Digitally signed
by Daniel Braden
Date: 2020.07.06
15:22:49 -04'00'
SHEET NO:
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I9-58
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Date: 2020.07.06
15:22:49 -04'00'
SHEET NO:
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Date: 2020.07.06
15:22:49 -04'00'
SHEET NO:
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JOB NUMBER:
I9-58
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Digitally signed
by Daniel Braden
Date: 2020.07.06
15:22:49 -04'00'
SHEET NO:
OF 5.
JOB NUMBER:
I9-58
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