HomeMy WebLinkAbout2306 Palmetto Ave (A) 16-3141DIRT
DRIVE WAY
WIDTH VARIES
SWALE SECTION ALON
PALMETTO AVL UE
CENTERLINE
PL -AN & DRAINAGE
1/8=1'-0"
SIDE PROPERTY LINE
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
.Z—k
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Q 12/07/2016
CITY OF SANF❑RD
C❑MMENTS
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
SANE✓ORD
#16-3141
ECEI M E
JAN 1 1 2017
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N.T.S.
VENTILATION CALCULATI❑N NOTE:-
1. THE RIDGE VENTS VENTILATE THE ATTIC IN ACCORDANCE
WITH THE 2014 FBCR 806,2 TOTAL VENTILATED AREA IS
NOT LESS THAN 1/150 OF THE AREA OF THE SPACE
VENTILATED,
--- — — — — — — — — — — —
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LEETSIBE ELEVATION -
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THIS BUILDING HAS BEEN DESIGNED AS AN
ENCLOSED STRUCTURE IN ACCORDANCE WITH
THE 2014 FLORIDA BUILDING CODE.
1. BASIC WIND SPEED - 150 MPH
2, WIND IMPORTANCE FACTOR - 1
3, BUILDING CATEGORY - II
4. WIND EXPOSURE - B
5, INTERNAL PRESSURE COEFFICIENT - t.18
ECEIVE .
JAN 11 2017 ,
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2'-0M 7'-O" 97 -Op
C -0 t ( 61-6#
..B
FLOOR PLAN -
1/4'=l' -O'
SQ,
F❑❑T
TABULATI❑NS
LIVING
AREA
1484 SQ. FT.
GARAGE
MARK
NO.
284 SQ. FT.
PORCH
ENTRY
55 SQ. FT.
COVERED LANAI
205 SQ. FT.
TOTAL
UPLIFT SAFE LOAD
SOLID SOLID
#5(1)U(0)L
#5(1)U(1)L #5(2)U(1)L
DETAIL H& J DETAIL K
2028 SQ. FT,
ITEM 5
TYPE DESIGNATION
P -PLAIN LINTEL/ [QUANTITY
OF #5 BAR AT
S - SOLID LINTEL LOWER LINTEL CAVITY
[8X16-P-IL/IU1
NOMINAL WIDTH L QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
ENGINEERING SPECIFICATIONS'.
i.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS
2.) DESIGNER MAY EVALUATE CONCENTRATED LOAUS 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 LINT IS OF POUND
PER LINEAR FOOT.
GENERAL NOTES'.
1.) CODES
1.1 FLORIDA BUILDING CODE 2014.
1.2 BUILDING CODE REQUIREMEN IS 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 STRENG T H A T 28 DAYS:
2.1.1 PRE -CAST WISTANDARD REINFORCEMENT4000 PSI MIN.
112 PRECAST WIPRESTRESS REINFORCEMENT -6000 PSI MIN,
2.1.3. GROUT PER ASTM C416 -3000 PSI W1 MAX. 3IB"
AGEE RATE, 8" TO 11"SLUMP.
2.2 REINFORCING BARS:
22.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
3" VENT MAIN 2" VENT
REVENT
3' REVENT LAV
LAV
3' 2' __j
SHOWER
WASHER TUB 2, 2'
D,W,/ DISP❑SAL
LT 3 LAV4#w
2' 2'
2' 3' 2'C KITCHEN SINK
WC
3'
2'
4' 3'
4'
❑ CITY SEWER OR SEPTIC TANK
PLUMBING RISER
N.T.S.
DENOTES MASONRY DOWNPOUR
WITH 1 NO.5 BAR HOOKED INTO
FOUNDATION AT EACH CORNER
AND ON BOTH SIDES OF EACH
OPENING AND 48 O.C. INTERMEDIATE.
3000 PSI CONC. FILL TOP BARS:
(CONCRETE PLACED (SEE SCHED.)
IN FIELD)
(1) #5 CONTINUOUS
OPTIONAL
.•, 7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
-• 'W BARS (MAIN REINF.)
n SEE SCHEDULE
"B" BARS - SEE SCHEDULE
7 3/B'
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
FABRICATION ASTM A615 (GRAUE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN
FIELD) AS TM A015 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WINE, STRESS
RELIEVED 270 KSI
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315,
2.5 CONCRE TING 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.
32 MINIMUM MASONRY UNI T 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 2010
4.2 FOR LINTELS THAT ARE GREATER THAN 14'4" CLEAR
SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT
AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED
UNTIL 2 DAYS AFTER GROUT PLACEMENT.
ITEM 10
WALL SYMBOLS LEGEND
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 16" COMPOSITE LINTELS
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2 X 6 WOOD STUD WALL
40" HIGH 2 X 4 WOOD STUD WALL
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.•DENSE'•.
MARK
NO.
LINTEL
LENGTH
CLEAR
SPAN
LINTEL
TYPE
LINTEL
TOP
BARS
LINTEL
BOTTOM
BARS
A BAP,
B BAR
GRAVITY SAFE LOAD
SOLID SOLID
#5(1)U(0)L #5(1)U(1)L
DETAIL H DETAIL J
UPLIFT SAFE LOAD
SOLID SOLID
#5(1)U(0)L
#5(1)U(1)L #5(2)U(1)L
DETAIL H& J DETAIL K
M-1
2'-10"
1'-6"
Precast
2
3
2
2
NONE
10000
10000
10000
10000
M-2
3'-6"
2'-2"
Precast
2
3
2
2
NONE
5931
10000
10000
10000
M-3
4'-0"
2'-8"
Precast
2
3
2
2
NONE
1 4267
10000
8739
10000
M-4
4'-6"
3'-2"
Precast
2
3
2
2
NONE
3211
9167
6592
10000
M-5
4'-8"
3'-4"
Precast
2
3
2
2
NONE
2944
8414
6049
10000
M-6
5'-4"
4'-0"
Precast
2
3
2
3
NONE
4823
6437
4427
7041
M-7
5'-10"
4'-6"
Precast
2
3
2
3
NONE
3923
5015
3600
5430
M-8
6'-4"
5'-0"
Precast
2
3
2
4
NONE
4175
4175
2982
4411
M-9
6'-6"
5'-2"
Precast
2
3
2
4
NONE
3934
3934
2810
4151
M-10
6'-8"
5-8"
Precast
2
3
2
4
NONE
3719
3719
2653
3919
M-11
7'-6"
6'-2"
Precast
2
3
2
4
NONE
2917
2917
2030
3060
M-12
7'-8"
6'-4"
Precast
2
3
NONE
2796
2796
1932
2931
M-13
8'-0"
6'-8"
Precast
2
3
_L2L#4
2
4
NONE
2581
2581
1754
2702
M-14
8'-4"
7'-0"
Precast
2
3
2
4
NONE
2396
2396
1600
2506
M-15
9'-4"
8'-0"
Precast
K4_13.
2
4
NONE
1969
1969
1238
2055
M-16
10'-6"
9'-2"
Precast
2
3
2
4
NONE
1 1627
1627
947
1695
M-17
11'-4"
10'-0"
Precast
2
3
2
5
NONE
1455
1455
795
1504
M-18
12'-0"
10'-8"
Precast
2
3
2
5
NONE
1335
1335
691
1379
M-19
12'-6"
11'-2"
Precast
2 #3
2
5
NONE
1257
1257
634
1298
M-20
13'-4"
12'-0"
Precast
2
3
2
5
NONE
1144
1144
545
1129
M-21
14'-0"
12'-8"
Precast
2
3
2
5
NONE
1101
1066
486
1012
M-22
14'-8"
13'-4"
Prestressed
2
3
2
4
NONE
1234
1234
571
1126
M-23
15-4"
14'-0"
Prestressed
2
3
2
4
NONE
1160
1160
520
1026
M-24
17'-4"
16'-0"
Prestressed
2
3
2
4
NONE
982
982
403
794
M-25
18'-4"
17'-0"
Prestressed
2
3
2
5
NONE
849
849
321
633
M-26
20'-0"
18'-8"
Prestressed
2
3
2
5
NONE
812
812
299
590
M-27
21'-4"
20'-0"
Prestressed
2 #3
2
5
NONE
746
746
262
516
M-28
22'-0"
20'-8"
Prestressed
2
3
2
5
NONE
717
717
245
484
M-29
24'-0" 1
22'-8"
Prestressed
2
3
2
5
NONE
640
640
205
405
DENOTES MASONRY DOWNPOUR
WITH 1 NO.5 BAR HOOKED INTO
FOUNDATION AT EACH CORNER
AND ON BOTH SIDES OF EACH
OPENING AND 48 O.C. INTERMEDIATE.
3000 PSI CONC. FILL TOP BARS:
(CONCRETE PLACED (SEE SCHED.)
IN FIELD)
(1) #5 CONTINUOUS
OPTIONAL
.•, 7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
-• 'W BARS (MAIN REINF.)
n SEE SCHEDULE
"B" BARS - SEE SCHEDULE
7 3/B'
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
FABRICATION ASTM A615 (GRAUE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN
FIELD) AS TM A015 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WINE, STRESS
RELIEVED 270 KSI
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315,
2.5 CONCRE TING 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.
32 MINIMUM MASONRY UNI T 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 2010
4.2 FOR LINTELS THAT ARE GREATER THAN 14'4" CLEAR
SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT
AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED
UNTIL 2 DAYS AFTER GROUT PLACEMENT.
ITEM 10
SPECIA1_ NOTE,,-
MIN
WALL SYMBOLS LEGEND
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2 X 6 WOOD STUD WALL
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ELECTRICAL PLAN -
1/4'=I' -O'
EPL METE
GROUND ROD
25 OHMS MIN
#6 CONDUCTOR
ELECTRICAL SYMBOLS LEGEND
7,035 VA
4500 VA
5000 VA
e CEILING FAN
®
RECESSED LIGHTS
Dishwasher
COMB, EXHAUST FAN & LT
VA
4'-0" FLOURESENT
1000
SINGLE POLE SWITCH
4p
220 OUTLET
v
PHONE JACK
1500
PANEL BOX
4D
DUPLEX OUTLET
VA
LIGHTING OUTLET
OS.D./C.°,
SMOKE DETECTOR
+
CABLE—READY— OUTLET
0G,F.I.
GROUND FAULT OUTLET
T
FLOOD LIGHTS
DISCONNECT
®
EXHAUST FAN ONLY
04
QUADRA—PLEX OUTLET
ELECTRICAL NOTE:
4/0 AL.
200 AMP
MAIN DISC
2" GALV, 4/0 AL.
200 AMP. PANEL
BOARD
UNDER GROUND SERVICE
ELECTRICAL RISER
N.T.S.
ELECTRICAL DEMAND CALCULATIONS
General Lighting @ 3VA/Ft.
Small Appllance Circuits
Dryer
7,035 VA
4500 VA
5000 VA
Laundry Circuits
1500
VA
Dishwasher
1200
VA
Disposal
1000
VA
W
� Ek.r�
Refrigerator
1500
VA
Water Heater
4500
VA
Range
12,000
VA
Irrigation Pump
2400
VA
Other
2400
VA
First 10,000 VA @ 100% 43,035 10,000 VA
Remainder @ 40% 33,035
A/C & Heat 13,214 15,000 VA
Total VA --- 240 117,5
200 AMP, PANEL IS ADEQUATE
1, PLANS DESIGNED ACCORDING TO 2011 NEC.
2, ALL OUTLETS TO HAVE ARC—FAULT CIRCUIT INTERCEPTOR COMBINATI❑N TYPE„
3. SMOKE ,DETECTORS ALSO DECTECT CARBON M❑N❑XIDE,
4. ALL OUTLETS TO BE TAMPER RESISTANT,
INTERSYSTEM BONDING NOTE:
1, INTERSYSTEM BONDING TERMINATION SHALL HAVE AT LEAST (3) GROUNDING
OR BONDING CONDUCTORS FOR COMMUNICATION SYSTEMS AND WILL BE
ACCESSIBLE FOR CONNECTI❑N AND INSPECTI❑N AND LOCATED IN ACCORDANCE
WITH ARTICLE 250.94 2011 NEC.
NOTE
1, ALL BEDROOM OUTLETS ARE TO BE ARC FAULT,
ECEIVE"
JAN 1 1 217
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FOUNDATION AT EACH CORNER
FOUNDATION PLAN AND ON BOTH SI
'ES OF EACH
OPENING AND 48 O.C. INTERMEDIATE.
1/4'=1'-0'
ENGINEERING NOTES
SOIL
1. S❑IL CLASSIFIED AS SILTY SAND WITH A
DESIGN L❑AD-BEARING CAPACITY (ALLOWABLE
F❑UNDATI❑N PRESSURE) OF 2,000 PSF.
2. S❑IL BELOW NEW FOUNDATI❑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
COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS,
2, REINFORCEMENT STEEL SHALL BE NO, 5
BARS C❑NF❑RMING TO ASTM A615, GR. 40.
CONCRETE COVER FOR REINFORCEMENT SHALL BE A
MINIMUM OF 3' IN F❑❑TINGS AND 1-1/2' IN
BEAMS & COLUMNS.
3, REINFORCEMENT SHALL BE BENT C❑LD, 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❑NF❑RMING 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 EXTERI❑R 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 TAPC❑NS DRILLED INT❑ CONCRETE, WHERE
APPLICABLE.
WOOD
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' ❑.0 AT
PANEL EDGES UNLESS OTHERWISE N❑TED, 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 FOOTER W/ HILTI KWIK-B❑LT
2 (5/8' x 7' LG) WEDGE ANCHOR W. 2'x2'xl/8'
THK PLATE WASHERS SPACED 21' ❑,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' ❑.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 SPECIFICATI❑NS. IF INT❑ THE
1-1/2' DIMENSI❑N OF 2x's, NAIL SHALL BE 1-1/2'
LONG
8, INTERCHANGEABILITY BETWEEN SIMPS❑N & USP
CONNECTORS IS ALLOWED USING THE APPROPRIATE
CROSS REFERENCE
EXTERI❑R FINISH
1. A WATER RESISTANT BARRIER IN COMPLIANCE
WITH ASTM D226 SHALL BE APPLIED OVER STUDS OR
SHEATHING PRI❑R TO APPLICATI❑N OF CEMENT
PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO
AT LEAST TWO LAYERS OF GRADE D PAPER,
2. INSTALLATI❑N 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'.
FOUNDATIDN NOTE
1. SEE SHEET 6 OF 7 FOR F❑UNDATI❑N SECTI❑NS.
CEIVE
JAN 1 1 2017
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PAGE N0,
DATE, 9-23-16
DRAWN BY W, PAIGE
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PAGE N0,
DATE, 9-23-16
DRAWN BY W, PAIGE
i
2 X 6 OVER FRAMING
ur F'AKAt't I
101-81,
R❑❑P FRAMING PLAN -
1/4'=l' -0'
SEE
TIE DOWN SCHEDULE
METAL C❑PING
F
T
R
FOR
ANCHORAGE
7/8' THICK STUCCO OVER TYVEK
2 PLY GRANGULAR MODIFIED ROOFING OVER 1/2' PLYWOOD SHEATHING NAILED AT 4. O.C.
12 X 12 FLASHING
OVER 1/2' PLYWD, SHEATHING NAILED
//'ITEIM
11
EDGES 6. O.C. W/8D RING SHANK NAILS INTERMEDIATE OVER PRE-ENGINEERED ROOF TRUSSES
HERE
AT 4' O.C. THROUGHOUT OVER
AT 2'-0' O.C.
SEE TIE DOWN SCHEDULE
2 X 4'S 16' 0, C.
VENTED ALUMINUM
FOR ANCHORAGE
S❑PETTY
USE SIMPSON SP4 FOR STUD TO
�
BOTTOM PLATE AND TOP PLATE
r,-�-•••
iu
N
PRE-ENGNR D ROOF TRUSSES 24 O.C.
N
CONNECTION.
FOR BOTTOM PLATE TO TOP OF THE POURED
SOLID TIE BEAM USE 1/2' X 6' RED HEADS
32' O.C.
16d NAILS AT 12' ❑.C. R-30 INSULATION
FOR 2
X 6 TAILS TO TRUSSES, 5/8' DRYWALL CEILING
MASONRY BOND BEAMS SHALL BE
SEE'
FOR STUD TO PLATE USE
e' X 16' WITH 2 CONTINUOS SINGLE HUNG WINDOW
A� OOBARSSOLID,
ALL
ELEVATIONS
z
w
]R BOTTOM PLATE
SIMPSON SP4 32 O.C.
OPENINGS
DENOTES PRE-ENGINEERED TRUSSES 24' O.C.
SLOPING IN THIS DIRECTION
_
WALL USE 1/2'
TOP AND BOTTOM
-D HEADS 32' O.C.
a
a
A
3
1'
�j
SI
8' X 8' X 16' CON(. BLOCK
WALL
2 X 6
WALL
HEADS
LEDGER SECURED TO
WITH 1/2' 6' RED FOR 2 X
32' O.C. TOP OF LEDGER SIMPS❑N
6 TO LEDGER USE
HU26
ZL
h
`o d
x.
N �2
TO BE
AT 10'-4' A.F.F.
U
O
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t0
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2 X112 HEADER
USE SIMPSON H-1
CLIP FOR 2 X 6 TO HEADE .
USE SIMPSON HU212-2 F❑
HEADER TO WALL C❑NNECTI❑N.
TOP OF HEADER IS AT 8'-0'
n\/FP rPAMTNr
, o
6/-8#
EN❑TES CMU TO TOP
2,_o#
2 X 6'S
16' O.C.
0
OVER FR
O
I
ur F'AKAt't I
101-81,
R❑❑P FRAMING PLAN -
1/4'=l' -0'
Co
I
O
I
AMING
1 • •
ITEM 11
SECTI❑N A -A
N.T.S.
VENTILATION CALCULATION NOTE:
1. THE RIDGE VENTS VENTILATE THE ATTIC IN ACCORDANCE
WITH THE 2014 FBCR 8062 TOTAL VENTILATED AREA IS
NOT LESS THAN 1/150 OF THE AREA OF THE SPACE
VENTILATED,
USE SIMPSON A35 CLIP FOR
2 X 6 JOIST TO LEDGER,
CEMENT TILE OVER 30LB, FELT OVER -
1/2' PLYWD, SHEATHING NAILED
AT 4' O.C, EDGES 8' ❑.C.
INTERMEDIATE OVER 2 X 6 JOIST
16' 0. C.
USE SIMPS❑N H-1 CLIP FOR
2 X 6 JOIST TO HEADER,
4 X 4 HEADER SECURED TO--,,_,
H❑RIZ❑NTAL WITH SIMPSON
TS 12 STRAP ON EACH
END.
USE (2) 16d NAILS --
T❑ SECURE H❑RIZ❑NT
2 X 6 BRACING TO
UPRIGHT.
USE (2) 16d NAILS
TO SECURE DIAGONAL
2 X 6 BRACING TO
UPRIGHT.
2'-0'
BLOCK WALL OF HOUSE
2 X 6 LEDGER SECURED TO
WALL WITH 1/2' X 6' REDHEADS
32' O.C.
SECURE 2 X 6 UPRIGHT
TO WALL WITH (3) 1/2' X 8'
a- RED HEADS 18' O.C.
I
(U
OVER HANG DETAIL
N.T.S.
ITEM 12
1/2' DRYWALL OVER V X 2' FURRING
WITH R-4.33 FOIL BACK INSULATION
0
N
2 NO.5 BARS CONT.�� . • L
16'
W
W
W
DENOTES 7/8' THICK STUCCO
DENOTES MASONRY DOWNPOUR WITH 1 N0.5
REBAR SEE FLOORPLAN FOR LOCATION.
WIND❑W INSTALLATION (METHOD A)
WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE,
STEPS
Q APPLY SILL FLASHING
® APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE & SET WINDOW (PAN
HEAD SCREWS MUST BE USED
TO FACILITATE INSPECTION)
® APPLY BEAD OF SEALANT AT
SIDE JAMBS
APPLY JAMB FLASHING
APPLY BEAD OF SEALANT
AT HEAD
® APPLY HEAD FLASHING
0 I WATER SHEDDING FASHION,
STARTING AT THE BASE OF
THE WALL & WORKING TOWARD
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
SHEATHING. TUCK WRB UNDER
SILL FLASHING, AND OVER
JAMB & HEAD FLASHING.
O8 WITH SHEATHING TAPE,
CONNECT
THE WRB TO THE FLASHING
(ALL 4 SIDES)
@JAMB FLASHING
EXTEND JAMB FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 i¢'
ABOVE ROUGH OPENING
AT HEAD. APPLY TAPE
AT CORNERS TO
TEMPORARILY HOLD
FLASHING IN PLACE
UNTIL WRB IS APPLIED.
SEAL THE WINDOW FRAME TO
OPENING. APPLY A %' NOM.
DIA. BEAD TO THE BACKSIDE
(INTERIOR) OF THE WINDOW
FLANGE, IN LINE WITH ANY
PRE -PUNCHED HOLES OR SLOTS.
® JAMB FLASHING
APPLY CONT. SEAL TO THE MOUNTING
FLANGES AT THE TOP (HEAD) AND
SIDES (JAMBS) OF WINDOW. EXTEND
SEALANT AT JAMBS 8 W ABOVE
THE R.O. AT HEAD. EMBED JAMB
FLASHING INTO SEALANT AND _
FASTEN IN PLACE. (FLASHING
C-- GOES OVER SEALANT).
A
K)
SILL FLASHING
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,—�
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
INTERI❑R VIE�A
TOP LEFT CORNER OF WIND❑W
FLASHING AT HEAD
EXTENDS V BEYOND
JAMB FLASHING.
®HEAD FLASHIN,
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
SEALANT (FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
SLASHING DETAIL FOR WINDOWS AND DOORS ON BLACK WALLS
ALL INTERIOR WALLS ARE TO BE 2 X 4 SPRUCE 16" O,C CONNECTED TO TOP AND
BOTTTOM PLATE TOE NAILED TOP AND BOTTOM, RED HEADED TO FOOTING 21" O,C, 1/2" DTA. RED HEAD,
COVERED IN DRYWALL ON BOTH SIDES,
NON 1 BEARING r E.
WALL SECTION -
DRAWN BY W. PAIGE
.... ......
SEE
TIE DOWN SCHEDULE
METAL C❑PING
FOR
ANCHORAGE
7/8' THICK STUCCO OVER TYVEK
2 PLY GRANGULAR MODIFIED ROOFING OVER 1/2' PLYWOOD SHEATHING NAILED AT 4. O.C.
12 X 12 FLASHING
OVER 1/2' PLYWD, SHEATHING NAILED
//'ITEIM
11
EDGES 6. O.C. W/8D RING SHANK NAILS INTERMEDIATE OVER PRE-ENGINEERED ROOF TRUSSES
HERE
AT 4' O.C. THROUGHOUT OVER
AT 2'-0' O.C.
SEE TIE DOWN SCHEDULE
2 X 4'S 16' 0, C.
VENTED ALUMINUM
FOR ANCHORAGE
S❑PETTY
USE SIMPSON SP4 FOR STUD TO
�
BOTTOM PLATE AND TOP PLATE
r,-�-•••
iu
N
PRE-ENGNR D ROOF TRUSSES 24 O.C.
N
CONNECTION.
FOR BOTTOM PLATE TO TOP OF THE POURED
SOLID TIE BEAM USE 1/2' X 6' RED HEADS
32' O.C.
16d NAILS AT 12' ❑.C. R-30 INSULATION
FOR 2
X 6 TAILS TO TRUSSES, 5/8' DRYWALL CEILING
MASONRY BOND BEAMS SHALL BE
SEE'
FOR STUD TO PLATE USE
e' X 16' WITH 2 CONTINUOS SINGLE HUNG WINDOW
A� OOBARSSOLID,
ALL
ELEVATIONS
z
w
]R BOTTOM PLATE
SIMPSON SP4 32 O.C.
OPENINGS
_
WALL USE 1/2'
TOP AND BOTTOM
-D HEADS 32' O.C.
a
3
1'
�j
SI
8' X 8' X 16' CON(. BLOCK
WALL
Co
I
O
I
AMING
1 • •
ITEM 11
SECTI❑N A -A
N.T.S.
VENTILATION CALCULATION NOTE:
1. THE RIDGE VENTS VENTILATE THE ATTIC IN ACCORDANCE
WITH THE 2014 FBCR 8062 TOTAL VENTILATED AREA IS
NOT LESS THAN 1/150 OF THE AREA OF THE SPACE
VENTILATED,
USE SIMPSON A35 CLIP FOR
2 X 6 JOIST TO LEDGER,
CEMENT TILE OVER 30LB, FELT OVER -
1/2' PLYWD, SHEATHING NAILED
AT 4' O.C, EDGES 8' ❑.C.
INTERMEDIATE OVER 2 X 6 JOIST
16' 0. C.
USE SIMPS❑N H-1 CLIP FOR
2 X 6 JOIST TO HEADER,
4 X 4 HEADER SECURED TO--,,_,
H❑RIZ❑NTAL WITH SIMPSON
TS 12 STRAP ON EACH
END.
USE (2) 16d NAILS --
T❑ SECURE H❑RIZ❑NT
2 X 6 BRACING TO
UPRIGHT.
USE (2) 16d NAILS
TO SECURE DIAGONAL
2 X 6 BRACING TO
UPRIGHT.
2'-0'
BLOCK WALL OF HOUSE
2 X 6 LEDGER SECURED TO
WALL WITH 1/2' X 6' REDHEADS
32' O.C.
SECURE 2 X 6 UPRIGHT
TO WALL WITH (3) 1/2' X 8'
a- RED HEADS 18' O.C.
I
(U
OVER HANG DETAIL
N.T.S.
ITEM 12
1/2' DRYWALL OVER V X 2' FURRING
WITH R-4.33 FOIL BACK INSULATION
0
N
2 NO.5 BARS CONT.�� . • L
16'
W
W
W
DENOTES 7/8' THICK STUCCO
DENOTES MASONRY DOWNPOUR WITH 1 N0.5
REBAR SEE FLOORPLAN FOR LOCATION.
WIND❑W INSTALLATION (METHOD A)
WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE,
STEPS
Q APPLY SILL FLASHING
® APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE & SET WINDOW (PAN
HEAD SCREWS MUST BE USED
TO FACILITATE INSPECTION)
® APPLY BEAD OF SEALANT AT
SIDE JAMBS
APPLY JAMB FLASHING
APPLY BEAD OF SEALANT
AT HEAD
® APPLY HEAD FLASHING
0 I WATER SHEDDING FASHION,
STARTING AT THE BASE OF
THE WALL & WORKING TOWARD
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
SHEATHING. TUCK WRB UNDER
SILL FLASHING, AND OVER
JAMB & HEAD FLASHING.
O8 WITH SHEATHING TAPE,
CONNECT
THE WRB TO THE FLASHING
(ALL 4 SIDES)
@JAMB FLASHING
EXTEND JAMB FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 i¢'
ABOVE ROUGH OPENING
AT HEAD. APPLY TAPE
AT CORNERS TO
TEMPORARILY HOLD
FLASHING IN PLACE
UNTIL WRB IS APPLIED.
SEAL THE WINDOW FRAME TO
OPENING. APPLY A %' NOM.
DIA. BEAD TO THE BACKSIDE
(INTERIOR) OF THE WINDOW
FLANGE, IN LINE WITH ANY
PRE -PUNCHED HOLES OR SLOTS.
® JAMB FLASHING
APPLY CONT. SEAL TO THE MOUNTING
FLANGES AT THE TOP (HEAD) AND
SIDES (JAMBS) OF WINDOW. EXTEND
SEALANT AT JAMBS 8 W ABOVE
THE R.O. AT HEAD. EMBED JAMB
FLASHING INTO SEALANT AND _
FASTEN IN PLACE. (FLASHING
C-- GOES OVER SEALANT).
A
K)
SILL FLASHING
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,—�
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
INTERI❑R VIE�A
TOP LEFT CORNER OF WIND❑W
FLASHING AT HEAD
EXTENDS V BEYOND
JAMB FLASHING.
®HEAD FLASHIN,
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
SEALANT (FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
SLASHING DETAIL FOR WINDOWS AND DOORS ON BLACK WALLS
ALL INTERIOR WALLS ARE TO BE 2 X 4 SPRUCE 16" O,C CONNECTED TO TOP AND
BOTTTOM PLATE TOE NAILED TOP AND BOTTOM, RED HEADED TO FOOTING 21" O,C, 1/2" DTA. RED HEAD,
COVERED IN DRYWALL ON BOTH SIDES,
NON 1 BEARING r E.
WALL SECTION -
DRAWN BY W. PAIGE
.... ......