HomeMy WebLinkAboutCONSTRUCTION PLANFL00R PL�4N
'1R,4SH POST DET/41L
22'-O"
TYPICAL NOTES: SCALE 1/4" = 1'-0"
I.
Contractor to Verif ALL notes and dimensions prior to
� p Water Heater
3l0" high by 4" diameter
N_T.S.
proceeding with work.
steel crash post.
Floor
2.
Contractor to STRICTLY enforce ALL OSHA requirements.
Flange with 4 -
3/8"
3.
ALL Lumber to be used as Beam, rafters, etc... t0 have
expansion bolts into
(3/8"t 50
ksi steel plate)
,AREA CALCULATIONSslab
a minimum 1,400 F.S.I. fiber stress.
611
Living A/C =
1839 sq. ft.
4.
No dissimilar metals to touch.
ront Porch =
FrontRear
2,o sq. ft.
S.
ALL Concrete used for Slabs Shall be min. 2,500 PSI concrete.
%2
2%
2%'
Porch =
100 sq. ft.
ALL Concrete used for vertical filled cells, cont. tle beams etc., to
o
I
Garage =
311 sq. ft.
shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix
�,
o
6.
Drywall at ceilings shall be leveled and attached to bottom chord
�3�8„
2%"
Total Under Roof=
2,282 sq. ft.
of trusses with screws per FBC r-102.3.5.
2%'
Total Cubic Pt =
15,581.E
1.
ALL wood in contact with concrete shall be pressure treated.
o 0
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
9.
ALL plumbing fixtures to be low flow.
Install doors thru buck Into
10.
Contractor to Provide Drain at water heater in accordance
block using tapcons as stated
in product appproval form on sheet I.
with the current edition of the Florida PIUmbin Code
Exterior face Buck to be Z' x 6" PT
g
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements. 2%2" 2%2"
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC r302.�
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC r302.9.1
1�. Wall and ceiling finishes shall have a smoke -developed index of not greater than -4 per FBC R302.9.2
1_t All ex osed attic insulation materials installed on attic floors shall have a critical radiant
Detail at Door
flux note less than 0.12 watt per square centimeter. Exposed foam plastic insulation
INSTALL VULKEM BLOCK SEALANT
materials exposed on the underside of the roof deck
pR31�
or on the attic walls
shall comply
y p
ON ALL JAMB, HEADER, AND
BLOCKT TO BUCK
with F.B.C. - See permit info box of code edition
ONRIOR
INSTALLATION
18. Gypsum board material shall conform to ASTM C3�,
C19, C415, C514, C�30, C931
C��O, C1002, C1041,C1111, C1118, C1218, C1395,
or C139and shall be
installed
according to the following: (FBC r102.3.5)
I" x 4" P.T. Buck nailed to
Or wall
y
Thickness
Location
Orientation
Framing
Spa
Max. spacing
P 9
of fasteners
Nail sizing options for
installation of drywall into
in9
Nails
Screws
Maximum
wood framing members
2" x min. thickness
Ceiling
Perpendicular
24"
-1"
12"
13ga 1 3/8" long with 19/64" head
0.098" diameter x 1 1/4" long
II
)/2
annular -ringed or 5d cooler nail
OR
Walls
Either
16"
8"
16"
0.080" dia. xx 1 6/8" long with
Direction
15/64 head
OR
Gypsum board nail 0.086" dia.
x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
-1"
12"
13ga 1 5/8" long with 19/6,V head
0.098" diameter x 1 3/8" long
s II
annular -ringed or 6d cooler nail
OR
Walls
Either
16"
8"
16"
0.092" dia. xx I -1/8" long with
Direction
1/4 head
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/64" head.
Masonry Beam block with case hardened nails
prior to door attachment
I" x 4" P.T. Buck nailed to
block with case hardened nails
prior to door attachment head
and jambs
p O O Masonry Wall
Install SGD Frame thru buck Into
block using tapcons as stated
in product approval form on sheet I.
Verify sill attachment req.
with product approval on -
sheet I.
Head sliding door Install SGD Frame thru buck into
block using tapcons as stated
in product approval form on sheet I.
Typical Flooring Jamb
:t approval for
i Into wall req.
NTS
Sliding Door Detail 2"F--
1 2„
At Masonry Wall NTS 3' LIAV-1 I ' - _1
Bottom Track
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�,
A108.1, A118.1, A118.3, A13LI and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, Or C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed Install windows thru buck into
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics block using tapcons as stated
shall have a flame spread index not to exceed 25 with an accompan ing smoke Exterior face in product approval form on sheet �.
p F ASTM E 8 4. of wall Varies
develo ed index not to exceed �450 when tested in accordance wit . �• -
Insulation shall comply with F.B.C. r31�.
s /
Window
Schedule
Mark
Size
Rough 0 en.
Window Description
PRESSURE ZONE
I.
4'-5%8"x 5'-3 %8
54%,'x 63i4"
Single Hung
ZONE 4
2.
6'-2%8"x 5'-3 %8"
is" x 63 %4"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
271%2"x 38%"
Single Hung
ZONE 4
4.
4'-5%8"x 4'-2 %"
54%,'X 50%,
Single Hung
ZONE 4
S.
6'-O%"x 4'-2%"
15%"x SOY8"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturer s specs prior to construction
sheet
[Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE
ZONE
A
9'-0" X -1'-0"
108" x 84"
Overhead Garage Door
IMPACT
RATED
ZONE 4
B
3'-0" X 6'-8"
41 %4""x 8374"'
Fiberglass Panel - Inswing
IMPACT
RATED
ZONE 4
C
5'-O" X 6'-8"
62" x 83 %2" "
Single Lite French
9
IMPACT
IMPACT RATED
ZONE 4
D
21 -O" X 6'-8"
Solid Core - Wood
- 6-Panel -Bi-Fold
Finished 24" x 81 %2"
E
2 -6 X 61-811
Solid Core - Wood
- 6-Panel
F
6'-0" X 6'-8"
Solid Core - Wood
- 6-Panel - double pocket
G
2'-8" x 6'-8" x 1 %4"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel
i
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
K
4'-0" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
L
1'-6" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 91
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified by contractor
With manufacturer s specs prior to construction
I"x4" P.T. Buck nailed to
block with case hardened nails
prior to window attachment
Detail at Windows
NTS
JAV-1
2" MASTER
BATH 2" O
2" AAV WM_1
jIL we-1
2" LAV-I
2"
2 KITCHEN `hwr-'
i I LAUNDRY
2"1
I
� I
i LAV -1 O
I
2 POWDER °�°
WC-12' VTR
�„ J1
2"I\ � MASTER
WC-1 II 2" ' BATH #2
3 L�4V-I I
UAV-1 C.O.
2"
CMNRCT TO
PLUMBING RiSER
Metal roofing and underlagment intstalled per Product Approval
as shown on sheet I over CDX decking - see roof sheeting
attachment diagram on roof plan.
Simpson HETA 20 or equal
hurricane anchor at each truss
with 00) Iod x 1 1/2" nails
12
( 24" o.c.) supporting Max. -ENGINEERED TRUSSES
1810lbs. uplift 4 at 24"o.c. TYPICAL
(shop drawings by manufacturer)
Aluminum Drip
Edge t Fascia R-20 Spray foam insulation
2" x 6" Sub -Fascia 12"
1/2" drywall with texture finish
Two rows of beam block filled with concrete
5/8" thick stucco on 3/8" hi -rib lath and (1) 45 bar Cont. in each row. Substitute
attached to horizontal and vertical wood precast lintel filled with concrete and (1) 45
framing with nails or staples to provide bar cont. for bottom row over openings
no less than I-3/4" penetration into
horizontal wood framing and 3/4" 1/2" drywall over I" x furringg
penetration into vertical wood framing strips at 16" o.c. with R4.1 fI-foil
members. insulation on typical 8" Block walls
5/8" thick light textured - All drywall to be Installed per FBC R102.3.1
stucco on typical concrete 1 and shall meet all pertaining ASTM codes.
block construction 00 Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar joints shall comp y with FBC R6071.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
45 bar vert. w/
30" overlap Fill cell with grout and
at each filled cell (1) 45 bar vert. (typical).
Max, spacing shall not exceed
Wood 481, unless otherwise noted
see foundation plan notes for
ase spacing at openings
4" concrete slab with fibermesh OR
6"xC 1*10/10 WWM on 4 mil Visqueen over
clean compacted termite treated fill
as
Grade
_ 14"w x 18 Concrete footing
ttransverse bars at48" (5 soand #5
TYFIC/4L SECTION
Scale : 1/2" = 1'-0"
12' 0"
cy
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SiTTIN
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Covered Porch
ROOM
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I MASTER
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I BEDROOM
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8'-6" A.F.F.
-
Coffer Ceiling
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8'-0" to 9'- A.F.F.LL
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Vaulted ailing
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- - - - - - - -
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Gr AT
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Rod Shelf
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Vanity to
34 %2 "" high
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8'-0" to 9'-8" A.F. 2" x 6" knee -wall
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SET
°
Vaulted Ceiling
below counter top
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R O O M L LIN18EN
� a�F 8 Rod Shelf O ABINET 0 o n�
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BAT `J
34 3/4"h i� ° Adjust wall W m
C)I knee wall I len ht as n eded . *t
I ° _ Po O � �
Adjust wall 1 �0 K lG , C H E N ° O
O lenght as needed N Vent ryer Q I I I
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for tub throug wall Jul U
A.F.F.
6 4" �{ -5" 4I I'-�," Overhang Flat Ceiling
12" - -JEC
Upper cabinets to
N extend over Ref. - �
N 2" fillerN I I IRef. _■�■LL
ATHOW� � � -II Bat s insulation O A / C O
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#I
LL
is6 IN " 1 --
ABINE - HO r W 22" x 54" 1 Provide auto N
-t � Attic Access closer
`r Rod & Shelf l O l n q I with light 1 0 0
- - - - ,� = I L - - 2F"S�ee� Ballard W U
anitg to be v Q Q See detail on this sheet (� Z ui O
° 34%2"high C OSET I �, -� I 15Panelp Meter z W 00m 13
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< } CA
H.B. m 0� I < 00 00 U
GARAGE <
° 8'-4„ A.F.F. O O 1 Z ci (I#
Flat Ceiling _1 O
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~LL r� - - - - - - - O B r-----------------� O - x
0 E ERGEN Y I Block wall in I= LLI M LL
GRESS I garage to be I <r LL U ~ N
O I I 0 0 T D D I struck block I O L�4� r
N I JUNIOR I o o � � � <� �
MASTER I C P/ cH°
SEDR00M _ I
92
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D D (( O O 0 0
Coffer Ceiling
2"_7„ 3,_5„
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5'-2"
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SHEET NO:
L---+2'-8"---�
:2.
00 00 00 00 OF S.
2.
�'-o" �'-o" JOB NUMBER:
21-2�0 B
����O.D00000
0
Digitally signed ��oa o ��� R.
o�®� o
o° ® � 1
Daniel R. y ®®
b Daniel R. q.� . AR9770 00� 0
Braden o0
Date:2021.11.22 ��o��Q��.fo-ol °o
Braden
�1+4 SPANISH LAKES BLVID 11•�n•/11 _n�inni oo�,�,,,,r,�aQ
FCUN[DA7CN PLAN
STRUCTURAL MOTES:
1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH
CONSTRUCTION
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF
CONSTRUCTION
3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
4.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
5` POISON SOIL AND COVER W/ MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 96% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS
FLOOR FINISH CHANGES, SPECIALTY EQ. ETC...
45 bar vert. w/
30" overlap Fill cell with concrete and
at each filled c (1) #5 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
SCALE: 1/4" = I'—O"
II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND U5 BAR VERT. AT
48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS
UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS
6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION
PLAN.
13. DESIGN LOADS ARE AS FOLLOWS:
SEE PERMIT INFO BOX ON SHEET I.
14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
I5. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
1� LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM
SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS:
2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI
2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI
20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH
TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD
Termite Protection for New
Construction as per F.B.C. R318.1
CONTRACTOR TO REFERENCE F.B.C-R
FOR FURTHER REQUIREMENTS
Wood see foundation plan notes for Thicken edge to 8"x8"
Base spacing at openings with concrete and 4" concrete slab with fibermesh OR
+" concrete slab with fibermesh OR one 45 bar continuous 6' x0/10 WWM on 10over
0emil Visqueen
#10/10 WWM on 6 mil Visqueen over pacted ll
6 x6 clean
clean compacted termite treated fill GRADE
Grade
_
II - II
—IIII IIII- wiith (2)8#5 ba scc nt.f andn#5
IIII IIII
3„ transverse bars at 48" o.c.
3"
14„
1 TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
foundation plan
3' X 3" '(2) #5 bars cont. bottom steel
M1�
�2"
(F 2)
DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block felled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of Tooter
16" below finished floor -
3'
30"
COLUMN FOOTING DETAIL
SCALE 1/2" = 1'-0"
I.... I_4III1......
I-81
PORCH SLAB EDGE DETAIL
SCALE 1/2" -- r-O"
45 bar vert. w/
30" overlap
at each filled cell
45 bar cont. in curb Fill cell with grout and
(1) 1*5 bar vert. (typical).
Max. spacing shall not exceed
Curb height Wood 48" unless otherwise noted
Verify based on see foundation plan notes for
foundation plan Base spacing at openings
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 6 mil Visqueen over
`r clean compacted termite treated fell
Grade —
'I L11 7 ILI T
I
III�-
'II III'-
14"w x 18"d Concrete footing
with (2) #5 bars cont. and #5
'3 transverse bars at 48" o.c.
lie �4
14"
GARAGE CURB DETAIL
Min. SCALE 1/2" = I'-O"
Edge
18L
E
Q
cil
Contractor to provide
proper foundation chairs
for proper steel installation
30 min.
2" x 6" PT wood secured with \ Corner Steel L a p
1/2"dia. x 6" expansion anchors
with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S
IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
FCCT1NG
SCHEDULE
Mark
Size
Description
FI
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
30"
x 30" x 16"p
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F4
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
14"W
x 18"D
FS
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-O"
With
Curb at Garage
Filled Cell Masonry Column With One
U5 From Footing To Beam Each. Filled Cell Masonry Column With One
Grout fill To Be 3000 PSI 45 From Footing To Tie Beam
See Floor Plan For Location Grout fill To Be 3000 PSI
Double Filled Cell Column
NTS
See Floor Plan For Location
Eo
A
Single Filled Cell Column
NTS
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Rear
Patio/Slab
to
be
poured separate
from the
house slab.
ElEl
101
12'-8"
22'-O"
2 _O„
F41
r— — — — — — — — — — — — — — — — — — — — — — O
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Filled cell under
FI girder above
IN
r
Thicken footing to I O
24"w x 14"d x 24"L
under filled cell FI
under girder bearing.
J I°
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I H.B.
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over C),
clean compacted termite treated fill
FI I
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FI I I Garage Door I I
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- T- T- T- T- - T- T- T- T
1 1 1 1 1 1 1 1 1
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14'-0" 5'-2" 15'-10"
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Digitally signed
Daniel R. by Daniel R.
Braden
Braden Date: 2021.11.22
11:50:31-05'00'
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SHEET NO:
-
OF 5.
JOB NUMBER:
21-2SO B
1` o AGE 9770
-C
oQ 000 °o°a°°a �
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Provide 45 bars with 12" min. lap
into beam and 48 bar dia. into
vert. filled cell.
Provide Cast -Crete
8U16-I13/IT precast -
lintel set in mortar
Min. 8" Bearing
Fill lintel solid with
grout.
#5 cont, beam steel to run
through lintel and tie to
down rods in jamb cells.
Provide PT Buck
attached per jamb
letails into filled ce
4" Pre -cast
Sill
rout Filled Cell
Provide 45 bars with 12" min, lap
into footing and 48 bar dia, into
vert. filled cell.
Concrete Footing
See foundation plan for
for exact sizes
DETAIL AT WINDOW CFENING IN
CBS WALL
Concrete
i Lintel
Column
Scale: 1/2" = I'—O"
Verify with Plan
V1
Rebar
to Lint&l
12 "x 12"
Column Block
Rebar
48 Bar Dia.
Min. Overlap
/4ttachm&nt
NTS
SEAM SCHEDULE
Mark Size and Descrl tion
Two rows of beam block filled with concrete and 1 45 bar
BI continuous in each row. Hook vert. bar over top bar with
45 90' bend bar with a 10" min. lap at top bar.
Additional Precast Lintel „ „
#5 bars Lintel Bar Clear A B
.� r. .� �'•� .CLEAR Length Length Span Bars Bars
r'
2'-10" 2'-8" I'-6" 2,#3 none
i• ` i i'�i i .• i
3'-4" 2'-2" 2,U3 none
8F8-OB/IT 8F8-IB/IT 8F8-IB/2T
Additional 3'-10" 2'-8" 2,u3 none
#5 bars
CLEAR :':^:'...'.':' %.:.�:, 4'-6" 4'-4" 3'-2" 2,#3 none
One Row of "H" "
Block Above 5'-2" 4'-O" 2,U3 none
M ..( Precast Lintel
none
Additional 2,#4 none
#5 bars
_1'-O" 6'-2" 2,#5 none
8FI6-IB/IT 8FI6-IB/2T
NOTES: 2,#5 none
I. min. coverage of stee1=1.5"
2. min. bearing required 8 ea. end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE >
LINTEL SCHEDULE
Mark
Window
or Doo
Unit
Width
Lintel
Size
Specification
Rows of
"H" Block
Above
�� ��
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-6"
8FI6-IB/IT
ONE
1
#5
1
#5
6113
3541
2854
L31
2'-6"
2'-8"
3'-1"
4'-0"
8FI6-IB/IT
ONE
1
#5
1
#5
2931
3019
2128
L45
4'-5"
5'-10"
8FI6-IB/IT
ONE
1
#5
1
#5
4360
2093
946
L50
5'-0"
6'-6"
8FI6-IB/IT
ONE
I
#5
1
#5
3480
1880
1204
L60
6'-8"
l'-V
8FI6-IB/IT
ONE
I
#5
1
#5
2661
1634
891
LSO
8'-0"
9'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1843
1133
-139
L90
9'-O"
10'-6"
8FI6-IB/IT
ONE
I
#5
1
#5
1533
914
519
L90B
9'-0"
10'-6"
8FI6-IB/IT
ONE
I
#5
1
#5
1533
914
5i9
LI00
10'-0"
ll'-4"
8FI6-IB/IT
ONE
I
#5
I
#5
1366
198
604
LIOOB
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1366
198
604
L120
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1016
606
433
L120B
12'-0"
13'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1015
606
433
L140
14'-0"
15'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1250
485
341
LI60
16'-O"
I-l'-4"
SFS-IB/IT
ONE
I
#5
1
#5
950
404
25�
LI60B
16'-O"
I-l'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
950
404
25�
- ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
HIP ROOF SHF_F_TING
ATTACHMENT DETAIL
I.
Minimum Nail Size =
8d angular ring shank (min. 2.5" long)
2.
Minimum Screw Size = #8 x 2.5"
3.
Minimum Sheathing
Thickness 19/32" CDX Plywood
4.
Use nails or screws
based on pressure for roof
stated
in
grmit info box on
ones.
these plans for appropraite roof
0
4 FT 2E
TYPICAL
GABLE
2N
Q� 2
TYPICAL
3®
4 FT
R
ZE
2R 4 FT
F
u_
117
4 FT
gQ
4 FT ZE 4 FT
Area
Edge
Field
Fastener
Pressure
M
Zone
I
8d
x
2.5"
ring
shank
45
psf
Zone
2E, 2R,
2N
8d
x
2.5"
ring
shank
i6
psf
Zone
3E/3R
8d
x
2.5"
ring
shank
84
psf
ANY
ZONE
#8
x
2.5"
Screw
263
psf
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with IOd x 1.5" nails at 4" o.c.
Install Simpson MGT into wall usingg
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
_OCKING DETAIL
=R STRAPPING
ER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 19/32' COX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan. \
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip
Edge & Fascia
2" x 6" Sub -Fascia
5/8" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than I-3/4" penetration into
horizontal wood framing and 3/4"
penetration into vertical wood framing
members.
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Finish column with Smooth
stucco per elevations
Top of Tooter
IC' below finished floor
4
12
4
Aluminum Drip
Edge (: Fascia
Flash and Counter
f lash
Nail ledger to
gable end truss
with (2) IOd mails
at each web \
R -19 t
Ce111n
transition
Trusses at 24" o.c.
re shop drawings
I others
ceiling transition !f
ded using metal studs
erify exact configuration
:e s
Drywall ceiling
see typical section
nsulatlon Detail
nts
Simpson HETA 20
hurricane anchor at each truss
(z 26" Batcs) supporting Max.
1810 lbs. uplift
-19 batts
Metal roofing and underlayment intstalled per Product Approval
X
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
+'
� �
O
W
L R
Brace Gable end
=
`n N
�
with 2" x 4" SYP 42
U ..
8ft back nailed to bottom
of top chords using (2) IOd
o
U
O
nails at each truss
N O
a Q) 00
E
_ —
�
N
L
R-20 Spray foam insulation
C
PRE-ENGINEE�D WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings bg manufacturer )
-1/2" drywall with texture finish
Two rows of beam block filled with concrete
_and (1) 45 bar cont, in each row. Substitute
Ear
lintel filled with concrete and (1) 45
bar cont, for bottom row over openings
1/2" drywall over I" x furringg
strips at 16 o.c. with R4.1 Pi -foil
-insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned Der FBC R601.1
and Mortar joints shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with Grout and
(1) 45 bar vert. (typical).
-Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR O 0
Cx6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET
ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET
TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
— ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
Strap truss to wall using Simpson MGT with
5/8' dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
(22) IOd nails into truss. Add blocking to
truss leg per etail on this sheet
T 4pical S ect[on at Front Porch
Scale : 1/2" = I'—o"
TA 2
N
L90
L60 B
B I
L45
B I
'N
I
=
1
�
W
130 B I
\\V
I I
I
m
N
�
.
i -- ---
2'-
N
W
L6 BI I
T/ \X// /ZI
12 I
W
=
It
I
7/�;T
2"
BI
~
:q_1E
SLOP cn
B p
oLU
(n L
N
N
Q U
E
<�
�► B I L31
�
60
W U
W O
S�
O';
�_
—0ND
U
O(�
N
- -
a-�
e I i -
1`
E
L
I
W
I
�
Metal roofin and underla ment intstalled per Product
Approval `n
attachment diagram on roof plan.
L22 BI
BI
$$1
I 1 �
22" x 54"
Q
Attic Access I SLOPE �{
with light
— — — — —
Brace Gal:
U up
tedwith
2" x
1 ' T ( P
NT
' 8'-0" MAX. '
8ft back r
( T
5 5
of top cho
I I
TI
I
I
nails at ea
2"
I
1 L�--------
I
1
I
z 1
I I
I
I
I 1
I I
I I
1
I
I
ap I
I
I
r------ I
I
I
N
N I I < z
W I Simpson HETA I °
T hurlricane ancho at eac Ir ss N BI
1810 lb . uplift �`
` L9 B
BI �' I Bl
N
2'-2'1
I
BI 60 BI
�
N
Z
Q
fo
LU
Z
Z
W
LH
Q
Q
W
U
0)
N
QL
W
l e end
W�
u
0
f" SYP 42 min.
Z
Z
N
ailed to bottom
Z
uJ
oo M +'
•ds using (2) 10
<
}
Lo M
CA
Q
:h truss
<
0
00
L
Z
1
q
LU
m
7
0
~
(U
W
v X v
L
U�
���
>L
ALL TRUSS TO TRUSS CONNECTIONS BY Digitally signed
TRUSS MANUFACTURER
- ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Daniel R.byDanielR.
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Braden
- CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden Date:2021.11.22
PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO
TRUSS CONSTRUCTION 11:50:21-05'00'
SHEET NO:
OF S.
JOB NUMBER:
21-250 B
• ' OWN\E� * pr�0��✓
AR 9770
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