HomeMy WebLinkAboutTruss. — . — .—. — . — . — . — .
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EXISTING HOUSE j 30'-0" GARAGE EXTENTION
PARTIAL. ER❑NT ELEVATI❑N
1/4'=1'-0'
30'-0" GARAGE EXTENTION
. — . — . — . — . _ . — . — . — .
11 24'-0" GARAGE EXTENTION �,
HARDI-B❑ARD SIDING OVER
1/2' PLYWD, SHEATHING NAILED
AT 4' D.C. EDGES 6' ❑.C. IN FIELD OVER
TRUSSES
EXISTING HOUSE
PARTIAL RI❑HTSIDE ELEVATION
1/4'=1'-0'
EXT. FINISH ROOF MATERIAL 15# FELT PAPER OVER EXT, GRADE
SEE EXT, ELEV,------- ROOF SHEATHING W/ 'H' CLIPS,
METAL DRIP EDGE
WOOD FASCIA, SEE
ELEV, FOR STYLE -
VENTED S❑FFIT — L12' T
PRE-ENG, ROOF TRUSSES @ 24
O.C. MAX„ PER TRUSS MFR, —
'
EXT. GRADE SHEATHING
PER, SPECS,
BOND BEAM FULLY GROUTED
W/1 #5 CONT. W/ UPLIFT STIR
PER FRAMING LAYOUT ----=
#5 REBAR IN FILLED CELL
— — — _ — — — — -- — — — — — -- — —
PER FLOOR PLAN, W/ MIN,
25' OVERLAP, TIED TO
EXISTING HOUSE
C❑NT, ROD IN F❑❑TER
AND BOND BEAM --�
PARTIAL REAR ELEVATION
SPECIAL TRUSS NOTE-
1, CONTRACTOR TO FIELD VERIFY EXISTING OVERHANG AND ROOF SLOPE S❑ NEW TRUSSES ON GARAGE
EXTENTI❑N WILL MATCH,
P.T. 2"x6" WOOD JAMB w/ 1 /2"x8"
ANCHOR BOLTS AT 48" O.C. PLUS
TOP AND BOTTOM COURSES —
STUCCO FINISH
DOOR TRACK
GARAGE DOOR
1"x2" TRIM
4, • •a
A • #5 VERT. REIN. IN
POURED CELL
Jamb @ Gcro
e Door Detai
N.T.S.
STUCCO N❑TESL
STUCCO APPLICATI❑N MUST BE PER R703,6,4 OR THE EXCEPTI❑N, WHICH REFERENCES ASTM C926 R703.61 ALL LATH AND LATH ATTACHMENTS SHALL BE
OF C❑RR❑SI❑N-RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2 INCH 11 GAGE NAILS HAVING A 7/16 INCH
HEAD, OR 7/8 INCH LONG 16 GAGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS ❑THERWISE APPROVED,
FBC R703.6.2.1 WEEP SCREEDS, MINIMUM N❑.26 GALVANIZED SHEET GAGE C❑RR❑SI❑N-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PR❑VIDED AT OR BELOW THE PLATE LINE ON EXTERI❑R STUD WALLS IN ACCORDANCE WITH
ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT
BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERI❑R LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.
R703.6,3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD LASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT
TO 2 LAYERS OF GRADE D PAPER,
WIND LOAD INFORMATI❑N
THIS BUILDING HAS BEEN DESIGNED AS AN
ENCLOSED STRUCTURE IN ACCORDANCE WITH
THE 2020 FLORIDA BUILDING CODE,
SECTION 107.2.1 THRU- 107,2,6,
1, BASIC WIND SPEED - 170 MPH
2, WIND IMP❑RTANCE FACTOR - 1
3, BUILDING CATEGORY - II
4. WIND EXPOSURE - C
5. INTERNAL PRESSURE C❑EFFICIENT - ±,18
2X BL❑CKING 3 BAYS DEEP
& 48' O.C. FROM RIDGE, TOP
& BOTTOM OF TRUSSES--
"'.
-DRYWALL
INSULATI❑N AS REQUIRED'
2X P.T. W/ 1/2 DIA. ANCHOR
B❑LTS@ 32' ❑.C,
P,T, FURRING & DRYWALL
W/ INSUL, & V.B.
DUR-❑-WALL H❑RZ,
REINF, EVERY OTHER
COURSE
15 .GABLE END AND BRACING DETAIL
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PAGE NEI,
1 OF 3
DATE, 7-16-2021
DRAWN BY W, PAIGE
— — . .
F— . — EXISTING WALL ❑F HOUSE
I.
EXISTING WALL
USE (4) 12' L(
BARS WITH MIP
EMBEDMENT IN
EXISTING WALL
EVENLY VERTI
DOWEL AND EP
NEW WALL TO
WALL TYPICAL
EXISTING ADJACENT k
EXISTING ADJACENI
_EXISTING WALL OF HOUSE _ _ _ _ _
USE (4) 12" LG, N❑,5
BARS WITH MIN, 4"
EMBEDMENT INT❑
EXISTING WALL SPACED
EVENLY VERTICALLY
DOWEL AND EPDXY FOR
NEW WALL TO EXISTING
WALL TYPICAL.
ELECTRICAL NOTL
JU -V
PARTIAL FLOOR PLAN
1, PLANS DESIGNED ACCORDING TO 2015 NEC.
2, ALL OUTLETS TO HAVE ARC -FAULT CIRCUIT INTERCEPTOR COMBINATION TYPE„
3, SMOKE DETECTORS ALSO DECTECT CARBON M❑NOXIDE.
4, ALL OUTLETS TO BE TAMPER RESISTANT,
OTES MASONRY DOfPNPOUR
'H i NO.5 BAR HOOKED INTO
JNDATION AROUND EACH OPENING
) AT EACH CORNER AND 48" O.C.
ERMEDIATE.
AND ELECTRICAL
ELECTRICAL SYMBOLS LEGEND
0
CEILING FAN & LIGHT
®
RECESSED LIGHTS
COMB, EXHAUST FAN & LT
4'-0" F-LOURESENT
SINGLE POLE SWITCH
220 OUTLET
v
PHONE JACK
PANEL BOX
4P
DUPLEX OUTLET
LIGHTING OUTLET
OS.D./C.0.
SMOKE DETECTOR
CABLE —READY— OUTLET
0G.F.I,
GROUND FAULT OUTLET
T
FLOOD LIGHTS
DISC❑NNECT
E04
EXHAUST FAN ❑NLY
QUADRA—PLEX OUTLET
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TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 16" COMPOSITE LINTELS
MARK
LINTEL
CLEAR
LINTEL
LINTEL
LINTEL
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
NO.
LENGTH
SPAN
TYPE
TOP
BARS
BOTTOM
BARS
SOLID
SOLID
SOLID
#5(1)U(0)L
SOLID
#5(1)U(0)L
#5(1)U(1)L
#5(1)U(1)L
#5(2)U(1)L
A BAR
B BAR
DETAIL H
DETAIL J
DETAIL H& J
DETAIL K
M-1
4'-8"
3'-0"
Precast
#3
2 2
NONE
10000
1 10000
10000
1 10000
M-2
17'-8"
16'-0"
Precast
2 3
2 2
NONE
5931
1 10000
10000
I 10000
ENGINEERING SPECIFICATIONS:
1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS
2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM
THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING
SHEAR AND MOMENT FOR THE LISTED LINTELS.
3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND
PER LINEAR FOOT.
GENERAL NOTES:
1.) CODES
1.1 FLORIDA BUILDING CODE 2020.
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE (ACI 318-02).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-98).
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN.
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI MIN.
2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8"
AGGERATE, 8" TO 11" SLUMP.
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN
FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS
RELIEVED 270 KSI
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI
STANDARDS.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-02.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
4)STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF
4" PER THE FLORIDA BUILDING CODE 2020
4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0" CLEAR
SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT
AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED
UNTIL 2 DAYS AFTER GROUT PLACEMENT.
CASTCRETE LINTEL
USE DETAIL J FOR ALL LINTELS
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL LOWER LINTEL CAVITY
[8xl6-P-lL/lU1
NOMINAL WIDTH J L QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
3000 PSI CONC. FILL TOP BARS:
(CONCRETE PLACED —7 /— (SEE SCHED.)
IN FIELD) /
(1) #5 CONTINUOUS
OPTIONAL
7/32" STIRRUPS AT 4'-0" CC
` (TIED OR WELDED)
I a "A" BARS (MAIN REINF.)
IC p SEE SCHEDULE
"B" BARS - SEE SCHEDULE
7 5/8'
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION -
PRECAST CONCRETE
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PAGE NO.
2 OF 3
DATE: 7-16-2021
\ DRAWN BY W, PAIGE
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I-- - - - - - - . - . - - . - . - . - . - . - . - . - .
.yam
1, SOIL CLASSIFIED AS SILTY SAND WITH A
DESIGN L❑AD-BEARING CAPACITY (ALLOWABLE
F❑UNDATION PRESSURE) OF 2,000 PSF,
2, S❑IL BELOW NEW F❑UNDATI❑NS SHALL BE
COMPACTED TO A MINIMUM OF 98% OF MAXIMUM
DENSITY PER ASTM D-1557,
CONCRETE & MASONRY
1, CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 318 AND HAVE A MINIMUM
C❑MPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS,
2, REINFORCEMENT STEEL SHALL BE NO. 5
BARS CONF❑RMING TO ASTM A615, GR, 40,
CONCRETE COVER FOR REINFORCEMENT SHALL BE A
MINIMUM OF 3" IN FOOTINGS AND 1-1/2' IN
BEAMS & COLUMNS.
3, REINF❑RCEMENT SHALL BE BENT COLD, THE
MINIMUM DIAMETER OF THE BEND FOR NO. 5 REBAR
MEASURED ON THE INSIDE OF THE BAR SHALL BE
3-3/4", SPLICES SHALL BE LAP SPLICES WITH A
MINIMUM OVERLAP OF 25" FOR NO. 5 REBAR,
4, LOAD BEARING CONCRETE MASONRY UNITS
SHALL CONFORM TO ASTM C90, MORTAR SHALL
COMPLY WITH ASTM C270, TYPE M, N, OR S
C❑NFORMING TO ASTM A270,
5, THE MINIMUM NET AREA COMPRESSIVE
STRENGTH OF MASONRY SHALL BE 1,900 PSI WHEN
USING TYPE M OR S MORTAR AND 2,150 PSI WHEN
USING TYPE N MORTAR AS DETERMINED BY THE
PRISM TEST METHOD IN ACCORDANCE WITH ASTM
C1314,
6. ALL EXTERIOR WALLS ARE SHEAR WALLS
7, TRUSS STRAP TOLERANCE IS 1-1/2' MAX
BETWEEN TRUSS & STRAP, IF NOT, USE TWIST
TIES W/ 6 - 6d NAILS @ EACH TRUSS & 3 -
0,1450 TAPCONS DRILLED INT❑ CONCRETE, WHERE
APPLICABLE,
30'-0"
7'-0" 1, 16'-0„ 11
7'-01)
FOUNDATION PLAN-
1/
ENGINEERING NOTES
No-=
1, ALL STRUCTURAL LUMBER SHALL BE SOUTHERN
YELLOW PINE (SYP) OR SPRUCE WITH A BENDING
STRESS, Flo, NO LESS THAN 1,400 PSI,
2, ALL WOOD MEMBERS IN CONTACT WITH
CONCRETE OR MASONRY SHALL BE NATURALLY
DURABLE OR PRESERVATIVE TREATED WOOD OR HAVE
A VAPOR BARRIER INSTALLED BETWEEN THE WOOD &
CONCRETE (15# FELT MIN,)
3, EXTERI❑R WALLS ARE SHEAR WALLS SHALL
HAVE A MINIMUM 7/16' THK APA RATED SHEATHING
ATTACHED TO STUDS W/ 8d NAILS AT 6" O,C AT
PANEL EDGES UNLESS OTHERWISE NOTED. INTERIOR
SHEAR WALLS SHALL HAVE A MINIMUM 7/16" THK
APA RATED SHEATHING ATTACHED TO STUDS W/ 8d
NAILS 6' D.C.
4, INTERIOR SHEAR WALLS & BEARING WALLS
SHALL BE SECURED TO FO❑TER W/ HILTI KWIK-BOLT
2 (5/8' x 7' LG) WEDGE ANCHOR W. 2"x2'x1/8'
THK PLATE WASHERS SPACED 21' O,C MAX, WITH 3
1/2" MIN. EMBEDMENT
5, ROOF SHEATHING IS A DIAPHRAGM - 1/2'
PLYWOOD SHEATHING (4-PLY) USE 8D RING SHANK
NAILS 4' D.C. ALL WAYS & NAIL EAVE EDGES 4"
D.C.
6, EXTERI❑R WALLS TO HAVE HEADER OVER
OPENINGS PER DETAIL
7, ALL CONNECTORS SHALL BE NAILED PER
MANUFACTURER'S SPECIFICATIONS. IF INTO THE
1-1/2' DIMENSION OF 2x's, NAIL SHALL BE 1-1/2"
LONG
8, INTERCHANGEABILITY BETWEEN SIMPSON & USP
CONNECTORS IS ALLOWED USING THE APPROPRIATE
CROSS REFERENCE
EXTERI❑R FINISH
1, A WATER RESISTANT BARRIER IN C❑MPLIANCE
WITH ASTM D226 SHALL BE APPLIED OVER STUDS OR
SHEATHING PRIOR TO APPLICATI❑N OF CEMENT
PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO
AT LEAST TWO LAYERS OF GRADE D PAPER,
2, INSTALLATION OF EXTERIOR LATHING & FRAMING
OVER FRAME WALLS SHALL COMPLY WITH ASTM C1063
3, EXTERI❑R PLASTER SHALL COMPLY WITH ASTM
C926, OVER MASONRY CONSTRUCTION, SCRATCH
COAT SHALL BE APPROXIMATELY 3/8' THICK AND THE
FINAL COAT APPROXIMATELY 1/4' THICK, OVER
SHEATHED WOOD FROM CONSTRUCTION, A 3-COAT
SYSTEM SHALL BE EMPLOYED RESULTING IN A TOTAL
THICKNESS OF 7/8,
0
d-
CV
1' X 4' RAT RUN BRACING
@ 10'-0' ❑,C, FASTENED T❑\
EACH TRUSS W (2) 10d NAILS
R-19 INSULATION-
5/8' DRYWALL CEILING
MASONRY BOND BEAMS SHALL
8' X 16' WITH 2 C❑NTINU❑S
N0,5 BARS AND POURED S❑LID
ACRO❑S ALL OPENINGS,
SINGLE HUNG WIND❑W
8' X 8' X 16' CONC. BLOCK
WALL
1/2' DRYWALL OVER 2' X 2' FURRING S
WITH R-4,33 F❑IL BACK INSULATI❑N
SHINGLES OVER 30LB, FELT OVER 1/2' PLYWOOD SHEATHING NAILED AT 4' D.C.
EDGES 8' D.C. W/8D RING SHANK NAILS INTERMEDIATE OVER PRE-ENGINEERED ROOF TRUSSES
AT 2'-0' ❑,C,
12
3
SEE CONNECTOR SCHEDULE FOR STRAPPING.,
DRIP EDGE
SEE' -ALUMINUM S❑FFITT
ELEVATI❑NS =
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DENOTES MASONRY DOWNPOUR WITH 1 N0,5
REBAR SEE FL❑❑RPLAN FOR L❑CATI❑N.
a�. GRADE `
4
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2 N❑,5 BARS C❑NT,-\. •
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WALL SECTI❑N
N.T.S.
- - a. GRADE `
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2 N❑,5 BARS C❑NT,-,\ •
16"
SECTI❑N F--1
1/2"=1'-0"
5 BAR IN GROUTED CELLS
EL. (0'-01/)
3 NO,5 BARS
SECTION F-2
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