HomeMy WebLinkAbout100 Kaywood Dr #16-3131- additionNOV 2 2 2016 CITY OF SANFORD
BUILDING & FIRE PREVENTION
a
'PERMIT APPLICATION
Application No:. (0—
I)ocu►netftetl Construction Valu e,:'.6j �Cc—:�c1F�
Ig�a5a CO
Job AddressC 1)�2. 1-tistoric, District: Yes ❑ No
Parcel ID: Residential21"Comutercial ❑
Type of Work: New ❑ Addition Alteration ❑ *Repair ❑ 'Demo ❑ Change of Use ❑ Move ❑
Description of Work: Acyl11101 t d �
flan Review Contact Person:
Phone:/,Gol 7 %/4,4 Fax: Email:��T.�S�:
Property Owner Information
Name Phone: 4j
Street: /1W <<»-� - Resident of property?
> ,
City, State zip: %v' K-1) -71
Contractor Information
NamePhone:
Street:
City, State Zip:
Fax:
State License No.:
Architect/Engineer Information
Name: fc Plione: ��'7 3G�- 5�t -7
Street: Fax:
City, St, Zip: Z Xer,— 1-U!!:1 ;r—L_ ,',F =7 W�% E-mail: !TL
Bonding Company: Mortgage Leader:
Address:
Address
i
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMEN'T'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC'T'ION. IF YOU INTEND '1'O OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN A'TT'ORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit nutst be secured For electrical work, plumbing, signs, wells, pools,
Furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code iu effect as of that date: 5"' Edition (201=1) Florida Building Code )
Revised: June 30, 2015 Penuit Application
N
PLAT OF BOUNDARY SURVEY FOR.' STEVEN RAY AND NAOMI M. NEASE
Description: Lot], KA MOD REPLAT, as recorded in Plat Book 30,Pages 27 and 28,
Public Records of Seminole County, Florida.
WOOD RIDGE TRAIL
N00'01'05"W
NO ISK GONG
1 A/C 2
f PAD
5.70'
5.30' 24.00' GONG 1
WALK
Ln
0)
CONC > CONC' c° C6
DRIVE ' DRIVE,;. B" GONG
APRON ' CONC COVERED WALL
WALK CONC
5.30' ENTRY
�. • VINYL f r)STONE x ,r, � 1 VINYL
8.40' ONE STORY
RESIDENCE o GATE s') PATIO > 'V FENCE
c
{
w n 1-7.0",
M 25.0 o F1 {
0 '
;r I ADDRESS:
DO PEDGE OF AVEMENT 20.90' 100 KAYWOOD DRIVE
COVERED o .z F'
SCREENED w o < { i
CONC PORCH N V) a-
• x III 1 �'" '^�
d li r
F_
25.0' 59.00' 17 0 { r
Lo
STONE
IL
a 0 2 STORY9- o,
N ADDITION U0
N t ,
FOUND
5/8" REBAR / VINn
UNNUMBERED FENC47E
I '
;
25.0-
28.0 / 10.0'
25.00'
.3'X2.3'
0.60'
BRICK WOOD
COLUMN GATS 0 )4 10 o UTILITYo
`4J zi'; a0 SHED °D
2.3'X2.3' 1
A� BRICK
�\ f9%,� COLUMN ISP
yyo & �CONC �, 10.0' I FOUND
4' CONC 0' Op,y WALL
X" MARK
WALK //�� " - ---- --------------------------------- — ------------------------------------------------------------ ----
"
V Q� COLUMN 8" BRICK MNn- VINYL -� IN WALK
�q FO ND WALL FENCE _ FENCE
X. MARK) f ` /.5 LA ID5CAPE bUFFeR UTILITY f A5EMEN� 1.0'
WALK j
X00006'40"E 85.79'
5' CONC FLOOD CERTIFICATION
WALK BASED ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD INSURANCE a
0' 5' 10' 20' RATE MAP, LOT 1 LIES IN "LONE "X". N
NOTES: COMMUNITY PANEL NO. 120294 0065 F
1. BEARINGS ARE BASED ON THE CENTERLINE MAP REVISION DATE: SEPTEMBER 28, 2007
SCALE I"= 20' OF KAYWOOD DRIVE BEING 589.40'34"E. (SUBJECT TO CHANGE)
ABBREVIATIONS/LEGEND 2• UNDERGROUND IMPROVEMENTS, ROOF OREGON AVENUE
OVERHANGS AND FOOTERS HAVE NOT
L.B.-LICENSED BUSINESS BEEN LOCATED.
ARC -ARC LENGTH 3. ELEVATIONS ARE BASED ON CERTIFIED TO:
CH. -CHORD 4. BUIILDNG TIES ARE TO FOUNDATION.
R -RADIUS 5. BUILD NO TIES ARE NOT 'TO BE USED 'r0 Frontline Financial, LLC, its Successors and/or Assigns
0 DELTAANGLE CENTRAL CONSTRUCT DEED OR PLATTED LINES. STL,'VEN RAY NEASE and NAOMI M. NEASE
( ) 6. BEARINGS AND DISTANCES SHOWN HEREON LOT 1 CONTAINS
P.C.-POINT OF CURVATURE ARE MEASURED AND PER RECORDED PLAT Steel City Title, Inc. 9,728 SQ. FEET /0.22 ACRES t
P.I.. POINT OF INOF NGENCYION UNLESS OTHERWISE NOTED. Fidelity National Title Insurance Company
P.R.C.-POINT OF REVERSE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED
CURVATURE HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT
INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE
L.E., U.E.&O.E.- LANDSCAPE, TITLE VERIFICATION.
UTILITY & DRAINAGE EASEMENT THIS SURVEY NOT VALID UNLESS EMBOSSED REVISION DATE
UTILITY & SIDEWALK
EASEMENT
U.E.- UTILITY EN r
A PONE, INC.
WITH THE SIGNATURE AND RAISED SEAL OF
A FLORIDA LICENSED SURVEYOt? ANDPP
C I\ c o, v one sign ,M� I
FOUND
D.E.- DRAINAGEE EASEMENT
2' GONG
MIAMI CURB
ASPHALT PAVEMENT
5/8" REBAR
UNNUMBERED
O
I
CQNC-CONCRE'(E
O
v
N
FFE-FINISHED FLOOR ELEVATION
No. (407) 339-3636
N
A-2
4' CONC
WALK
85.30' MEASURED
No0'01'05"W
��5' "
:: N00°0105"W •.
85.15' PLAT :
•` :..4.00
�°'
6
�I
ELECTRICAL PLAN
FOUND
,. FOUND
' DISK 266300
J 5 U.E.
5/8" REBAR
UNNUMBERED
M-1
MECHANICAL PLAN
Vcb
PLANS EXAMINER
2 Z • r
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S-0
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I
SANFORD BUILDING DIVISION
25.00' f
FOUND NAIL
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
1
LOT
NO ISK GONG
1 A/C 2
f PAD
5.70'
5.30' 24.00' GONG 1
WALK
Ln
0)
CONC > CONC' c° C6
DRIVE ' DRIVE,;. B" GONG
APRON ' CONC COVERED WALL
WALK CONC
5.30' ENTRY
�. • VINYL f r)STONE x ,r, � 1 VINYL
8.40' ONE STORY
RESIDENCE o GATE s') PATIO > 'V FENCE
c
{
w n 1-7.0",
M 25.0 o F1 {
0 '
;r I ADDRESS:
DO PEDGE OF AVEMENT 20.90' 100 KAYWOOD DRIVE
COVERED o .z F'
SCREENED w o < { i
CONC PORCH N V) a-
• x III 1 �'" '^�
d li r
F_
25.0' 59.00' 17 0 { r
Lo
STONE
IL
a 0 2 STORY9- o,
N ADDITION U0
N t ,
FOUND
5/8" REBAR / VINn
UNNUMBERED FENC47E
I '
;
25.0-
28.0 / 10.0'
25.00'
.3'X2.3'
0.60'
BRICK WOOD
COLUMN GATS 0 )4 10 o UTILITYo
`4J zi'; a0 SHED °D
2.3'X2.3' 1
A� BRICK
�\ f9%,� COLUMN ISP
yyo & �CONC �, 10.0' I FOUND
4' CONC 0' Op,y WALL
X" MARK
WALK //�� " - ---- --------------------------------- — ------------------------------------------------------------ ----
"
V Q� COLUMN 8" BRICK MNn- VINYL -� IN WALK
�q FO ND WALL FENCE _ FENCE
X. MARK) f ` /.5 LA ID5CAPE bUFFeR UTILITY f A5EMEN� 1.0'
WALK j
X00006'40"E 85.79'
5' CONC FLOOD CERTIFICATION
WALK BASED ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD INSURANCE a
0' 5' 10' 20' RATE MAP, LOT 1 LIES IN "LONE "X". N
NOTES: COMMUNITY PANEL NO. 120294 0065 F
1. BEARINGS ARE BASED ON THE CENTERLINE MAP REVISION DATE: SEPTEMBER 28, 2007
SCALE I"= 20' OF KAYWOOD DRIVE BEING 589.40'34"E. (SUBJECT TO CHANGE)
ABBREVIATIONS/LEGEND 2• UNDERGROUND IMPROVEMENTS, ROOF OREGON AVENUE
OVERHANGS AND FOOTERS HAVE NOT
L.B.-LICENSED BUSINESS BEEN LOCATED.
ARC -ARC LENGTH 3. ELEVATIONS ARE BASED ON CERTIFIED TO:
CH. -CHORD 4. BUIILDNG TIES ARE TO FOUNDATION.
R -RADIUS 5. BUILD NO TIES ARE NOT 'TO BE USED 'r0 Frontline Financial, LLC, its Successors and/or Assigns
0 DELTAANGLE CENTRAL CONSTRUCT DEED OR PLATTED LINES. STL,'VEN RAY NEASE and NAOMI M. NEASE
( ) 6. BEARINGS AND DISTANCES SHOWN HEREON LOT 1 CONTAINS
P.C.-POINT OF CURVATURE ARE MEASURED AND PER RECORDED PLAT Steel City Title, Inc. 9,728 SQ. FEET /0.22 ACRES t
P.I.. POINT OF INOF NGENCYION UNLESS OTHERWISE NOTED. Fidelity National Title Insurance Company
P.R.C.-POINT OF REVERSE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED
CURVATURE HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT
INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE
L.E., U.E.&O.E.- LANDSCAPE, TITLE VERIFICATION.
UTILITY & DRAINAGE EASEMENT THIS SURVEY NOT VALID UNLESS EMBOSSED REVISION DATE
UTILITY & SIDEWALK
EASEMENT
U.E.- UTILITY EN r
A PONE, INC.
WITH THE SIGNATURE AND RAISED SEAL OF
A FLORIDA LICENSED SURVEYOt? ANDPP
C I\ c o, v one sign ,M� I
LAND SURVEYORS AND MAPPERS
D.E.- DRAINAGEE EASEMENT
CEN'fEKLINE
300 SOU"1H RONALD REAGAN BOULEVARD
7FAX
I
CQNC-CONCRE'(E
LONCWOOU, FLORIDA 3830-90499
'TELEPHONE (407) 830-9080
DOMINICK F. CAVONE - PRESIDENT
FFE-FINISHED FLOOR ELEVATION
No. (407) 339-3636
FLORIDA SURVEYOR & MAPPER NUMBER 2005
FINAL LOCATION 3-23-2016
FOUNDATION LOCATION 3-23-2016
FORMBOARD LOCATION
STAKE HOUSE
A/C -AIR CONDITIONER E-MAIL: CAVONE a CFL.RR.COM LICENSED BUSINESS NUMBER L.B.5O73 STAKE LOT 3-23-2016
BSL -BUILDING SETBACK LINE W.O. STAKE LOT 2016-133 W.O. STAKE HOUSE W.O. FORM CHECK
O.R.-OFFICIAL RECORDS W.O. FOUNDATION 2016-133 W.O. FINAL 2016-133
ADD FILE: C:\PROJECT\2014 BUILDING CODE\WORKING\RESIDENTIAL\100 KAYWOOD LOT by: KCC
DR\BUILDING\1-CO.DWG
SITE LOCATION PLAN
Nov > 2016
I i i i i I :, -
CONSTRUCTION DRAWINGS
ENGINEER OF RECORD
KL ENGINEERING INC
427 PALM CREST LANE
LAKE MARY, FLORIDA
PHONE: (407) 361-8017
FAX: (407) 250-2559
EMAIL: klengineering 11@gmail. com
CONTACT PERSON: KHANH LE
DESIGN CRYPERIA:
• FLORIDA BUILDING CODE RESIDEN`T'IAL (FBCR),
5TH EDITION(2014)
• ALL LOCAL AND STATE CODES
•OCCUPANCY — RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE — VB
• MIN. IN'T'ERIOR FINISH — CLASS C
• BASIC WIND SPEED — VULT = 140 MPH
— VASD = 108 MPH
RISK CATEGORY II
EXPOSURE CATEGORY — EXPOSURE C
•• 1—STORY RESIDENCE —
• 2—STORY RESIDENCE — MAX, HEIGHT AS PER LOCAL AND S'PAT'E CODES
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WINDOWS AND DOORS: -I-45 PSI' / —47 PSF
CODE COMPLIANCE
1. 2014 FLORIDA RESIDENT BUILDING CODE
2. 2014 FLORIDA PLUMBING CODE
3. 2014 FLORIDA MECHANICAL CODE
4. 2014 FLORIDA ENERGY CODE
5. 2011 NATIONAL ELECTRICAL CODE
THIS SET OF DRAWINGS AND DETAILS FOR THIS LOT IS
BASED ON THE PREMISE THAT EXTERIOR WALLS OF THE
BUILDING ARE LOCATED AT A MINIMUM OF 5 FEET
FROM THE LOT PROPERTY LINE AND WILL BE UNRAT'LD
WALLS IN COMPLIANCE WITH SECTION R302 OF THE
FBCR, 5TH EDI'T'ION (2014). ARCHIT'EC'T'/ENGINEER
SHALL NOT BE RESPONSIBLE FOR BUILDING
PLACEMENT ON LOT. IF BUILDER CHOOSES T'0
LOCATE THE BUILDING WITH THE EXTERIOR WALLS AT
LESS THAN 5 FEET FROM THE LOT PROPERTY LINE,
A LEGAL DESCRIPTION OF THE LOT SHALL BE
FURNISHED TO THE ARCHITECT TO MODIFY THE
DETAILS TO COMPLY WITH SECTION R302 FOR FIRE
RESISTANT CONSTRUCTION,
CONSTRUCTION DOCUMENTS
C-0
COVER SHEET
A-
I
FLOOR PLAN
�T�
A-2
ELEVA'T'IONS
V
E-1
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ELECTRICAL PLAN
REVIEWED FOR CODE COMPLIANCE
A
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MECHANICAL PLAN
PLANS EXAMINER
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GENERAL NO'T'ES
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SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
S-1
FOUNDATION PLAN
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
S-2
FLOOR &, ROOF FRAMING PLAN
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
D-1
GENERAL STRUCTURAL, DETAILS
a
D-2
GENERAL STRUCTURE DETAILS
q
Q
AREA
OF' TABULATION
y
a
Q
Q
a
AREA OF
EXIS`T'ING HOUSE = 2500 SF
AREA OF
NEW ADDITION = 1680 SF
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TO'T'AL
AREA = 4160 SF
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No. 709
SS —0 F
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Date:9-30-2016
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Ok to construct 2 story addition to single
family house. Addition meets area and
dimensions regulations for SRI -AA zoning
district. Temporary 10' x 10' shed to be
removed.
�JALDI^/G DRAWN KL
SANF ORD C1lecxcD
CAD FILE A-2
O�PAR\" PROJECT
DRAWING NUMBER
C-0
DATE 1 9-20-16
RECORD COPY
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REVIEWED FOR CODE COMPLIANCE
A
PLANS EXAMINER
2 Z • r
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DATE
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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
�JALDI^/G DRAWN KL
SANF ORD C1lecxcD
CAD FILE A-2
O�PAR\" PROJECT
DRAWING NUMBER
C-0
DATE 1 9-20-16
------------------------------
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1 st FLOOR ELECTRICAL PLAN
SCALE: 114"=l' -O"
1
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,rill rrrr iiri iiir iiir iris rill rii
-69-
STANDARD SWITCH
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FEEDER SCHEDULE
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{ 1
=&
J
GFI
G.F.I. DUPLEX OUTLET
COPPER
WATER PROOF/G.F.I. DUPLEX OUTLET
220
220 VOLT OUTLET
ALUMINUM
CEILING MOUNTED DUPLEX OUTLET
MARK
SETS
PHASE
NEUTRAL
GROUND
CONDUIT
SETS
PHASE
NEUTRAL
GROUND
CONDUIT
F8
1
2#1
1#1
1#8
1-1/2"
1
E.F.
LITE
2#1 /0
1#1/0
1 #6
1-1/2"
F23
1
2-3/0
1-3/0
1#6
2-1/2"
1
'
2-250MCM
1-250MCM
1#4
2-1/2"
.F26
1
2-500MCM
1-500MCM
NONE
3/1
1
300
2-700MCM
1-700MCM
NONE
3-1/2"
F28
1
2-500MCM
1-500MCM
1#3
311
1
GFI
2-700MCM
1-700MCM
1#1
3-1/2"
772 SQ. FT. X 3
BY.
FAN W/
20A / IP
#12
I
1500
LIGHT
W
GFI
0
TRANSFORMER
-
-
0
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NOTES: (1)
(2)
ALUMINUM CONDUCTORS
ALL CONDUCTORS SHALL
MAY BE USED AS SHOWN,
BE RATED FOR USE WITH
WHERE PERMITTED BY THE LOCAL AUTHORITIES.
75' CELSIUS TERMINATIONS.
,rill rrrr iiri iiir iiir iris rill rii
GFI
GFI
1 1
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1 I
CEILING '
FAN W/
LIGHT
,
I 1
1
1 '
1
E.F. OL
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CEILING
FAN W/
0.41 LIGHT
2nd FLOOR ELECTRICAL PLAN
SCALE: V4"=1'-0"
F8
EXISTING
F23 -
200A/2P/250AF
DISCONNECT FOR
PANEL'A'
n
PANEL 125A/2P/125AF
DISCONNECT
21p FOR PANEL'B'
1PH,3W
EXISTING NEW NEW F28
MAIN HOUSE ADDITION
NEW NEW NEMA 3R WIREWAY
#1/0 CU G.
#4 (CU)
3/4"x10' COPPER
GROUND RODS
6' MIN.
ELECTRICAL RISER DIAGRAM
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ELECTRICAL LEGEND
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3 WAY SWITCH
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W�PIGFI
WATER PROOF/G.F.I. DUPLEX OUTLET
220
220 VOLT OUTLET
CLG
CEILING MOUNTED DUPLEX OUTLET
6,000
CEILING MOUNTED LIGHT' FIXTURE
3
ISP. GFI
1 Q
WALL MOUNTED LIGHT FIXTURE
Fo L.T.
COACH LIGHT (PRE -WIRE AS NOTED)
4
FLOOD LIGHT
O 1X4
1'x4' FLUORESCENT LIGHTING
O
2x4
2'x4' FLUORESCENT LIGHTING
5,7
WALL MOUNTED INCANDESENT STRIP
EF.
EXHAUST FAN
E.F.
LITE
EXHAUST" FAN WITH LIGHT
SCD
COMBINATION OF SMOKE & CARBON MONOXIDE DETECTOR
#8
ELECTRICAL PANEL
1z4
A/C DISCONNECT
�j
ELECTRICAL METER
_
TELEVISION OUTLET
'
TELEPHONE JACK
H21
NETWORK JACK
#10
WATER HEATER
3000
0
GFI
20A / 1P
---%
DISPOSAL
300
NO MORE THAN 2 BEDROOMS
14
20A / 1P
#12
SPARE
SPARE
TOTAL CONNECTED
✓
15A / 1P
#14
GENERAL LIGHTING
GFI
O
FEB 13 2017
CEILING /'�
Q
772 SQ. FT. X 3
BY.
FAN W/
20A / IP
#12
I
1500
LIGHT
W
GFI
0
TRANSFORMER
-
GFI
GFI
1 1
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1 I
CEILING '
FAN W/
LIGHT
,
I 1
1
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1
E.F. OL
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CEILING
FAN W/
0.41 LIGHT
2nd FLOOR ELECTRICAL PLAN
SCALE: V4"=1'-0"
F8
EXISTING
F23 -
200A/2P/250AF
DISCONNECT FOR
PANEL'A'
n
PANEL 125A/2P/125AF
DISCONNECT
21p FOR PANEL'B'
1PH,3W
EXISTING NEW NEW F28
MAIN HOUSE ADDITION
NEW NEW NEMA 3R WIREWAY
#1/0 CU G.
#4 (CU)
3/4"x10' COPPER
GROUND RODS
6' MIN.
ELECTRICAL RISER DIAGRAM
ml
ELECTRICAL LEGEND
-69-
STANDARD SWITCH
-Ef3-"
3 WAY SWITCH
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4 WAY SWITCH
=&
DUPLEX OUTLET
GFI
G.F.I. DUPLEX OUTLET
W�PIGFI
WATER PROOF/G.F.I. DUPLEX OUTLET
220
220 VOLT OUTLET
CLG
CEILING MOUNTED DUPLEX OUTLET
6,000
CEILING MOUNTED LIGHT' FIXTURE
3
RECESSED LIGHT FIXTURE
1 Q
WALL MOUNTED LIGHT FIXTURE
Fo L.T.
COACH LIGHT (PRE -WIRE AS NOTED)
4
FLOOD LIGHT
O 1X4
1'x4' FLUORESCENT LIGHTING
O
2x4
2'x4' FLUORESCENT LIGHTING
5,7
WALL MOUNTED INCANDESENT STRIP
EF.
EXHAUST FAN
E.F.
LITE
EXHAUST" FAN WITH LIGHT
SCD
COMBINATION OF SMOKE & CARBON MONOXIDE DETECTOR
#8
ELECTRICAL PANEL
E�h
A/C DISCONNECT
�j
ELECTRICAL METER
_
TELEVISION OUTLET
N
TELEPHONE JACK
H21
NETWORK JACK
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS A SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE
AND NATIONAL ELECTRICAL CODES.
2. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2014 FBC RESIDENTIAL AND 201'1 NEC.
3. AFCI PROTECTION SHALL BE PROVED FOR ALL 120V RECEPTACLE OUTLETS.
4. TAMPER RESISTANT TYPE SHALL BE PROVIDED FOR ALL 120V RECEPTACLE OUTLETS.
5. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTER(S).
6. ALL SMOKE DETECTORS TO BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP &
WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS -TO BE DETERMINED AT" PRE -CON MTG.
NOTE:
IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL
BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM FOR EACH ZONE AND/OR
CONTACTOR REGARDLESS OF CIRCUIT INDICATED.
PANEL - B
240/120 V, 1 PH., 3W, 10KAIC
125 A, M.L.O
26,800
CIRCUIT BREAKER WIRE
p
10KW @ 100%
NUMBER
SIZE
SIZE
DESCRIPTION
LOAD
�- ELECTRIC METER
k CU -AL k
LARGER OF HEAT OR A/C
6,000
3
20A / IP
#12
BATHROOM CIRCUIT
4
20A / 1P
#12
LAUNDRY CIRCUIT
1500
5,7
30A / 2P
#10
DRYER
5000
6,8
50A / 2P
#8
RANGE
12000
22,720
10
20A / 1P
#12
REFRIGERATOR
1200
NEW
11,12
3OA/2P
#10
WATER HEATER
3000
— F26
13
20A / 1P
#12
DISPOSAL
300
NO MORE THAN 2 BEDROOMS
14
20A / 1P
#12
SPARE
SPARE
TOTAL CONNECTED
15-20
15A / 1P
#14
GENERAL LIGHTING
2340
O
FEB 13 2017
Q
772 SQ. FT. X 3
BY.
21
20A / IP
#12
MICROWAVE
1500
TO POWER COMPANY
W
0
TRANSFORMER
-
-
0
NOTE:
IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL
BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM FOR EACH ZONE AND/OR
CONTACTOR REGARDLESS OF CIRCUIT INDICATED.
i-'
TOTAL
26,800
p
10KW @ 100%
10,000
22-24 30A / 2P 410
REMAINDER @ 40%
6,720
k CU -AL k
LARGER OF HEAT OR A/C
6,000
pING
22-24 30A / 2P #10
A/C @ 100%
23-25 50A / 2P #8
HEAT @ 65%
S��Fovv
Q
U
°EPAFZ���v
ALL CIRCUITS SERVING
TOTAL CALCULATED
22,720
DEVICES IN BEDROOMS
SHALL BE PROTECTED BY
AMPS @ 240V, 1 PHASE
94.66
ARC FAULT BREAKERS.
U
O
NO MORE THAN 2 BEDROOMS
H
PER 15A BREAKER.
TOTAL CONNECTED
32,800
.1,-z
V
NOTE: A/C LOAD INDICATES TOTAL HEAT PUMP LOAD @ 100%
O
FEB 13 2017
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DRAWN
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CHECKED
CAD PILE
PROJECT
DRAWING NUMBER
E4
DA'I'G
T
9-20-16
GENERAL NOTES
FRAME WALL HEIGHT @ 140/C
FRAME WALL HEIGHT
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR),
6.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
@ 12" O.C.
@ 12" O.C.
@ 8" O.C.
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL
@ 16" O.C.
5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
@ 16" O.C.
BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
2.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
A. FLOOR LIVE LOADS (PSF)
8.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8.
A.1. SLEEPING ROOMS 30
ryS
9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE,
A.2. ATTICS W/ STORAGE 20
9.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
A.3. ATTICS W/OUT STORAGE 10
5TH EDITION (2014)
EXTERIOR FINISHES
A.4. POOLROOMS 75
10.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
U
A.5, BALCONIES 40
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR
REQUIREMENTS.
A.6. DECKS 40
2.
STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 -11A (2005)
A.7, STAIRS 40
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
A.8. ALL OTHER ROOMS 40
UNDER STAIR PROTECTION:
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
CO
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7
B. FLOOR DEAD LOADS (PSF)
2 -STORY GYPSUM BOARD
W
UNDER STAIR PROTECTION:
B.1. ALL AREAS 10
12.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
C. ROOF LIVE LOADS *h
CONCRETE
C.1. kk MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 5TH EDITION (2014).
1.
ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
D. ROOF DEAD LOAD (PSF)
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D.I. FIBERGLASS SHINGLES 17
2.
ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
D.2. CONCRETE TILES 25
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
E. WIND LOAD CRITERIA
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE 3/"
E.1. BASIC WIND SPEED VULT. = 140 MPH, VASD = 108MPH
E,2. EXPOSURE CATEGORY C
4.
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER,
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
E,4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
5.
BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN
E.5. OPEN BUILDINGS 0.00
POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
E.6. ENCLOSED BUILDINGS ±0.18
6.
ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %".
3.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
7.
PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
4.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
8
CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
9
FLOOR ELEVATIONS AT REQUIRED EGRESS DORR SHALL MEET PROVISIONS OF SECTION R311.31 IN FBCR, 5TH EDITION (2014).
FABRICATION OF THE WORK.
5.
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
MASONRY
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED
1.
MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR
CODES,
WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5.
6.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
2
CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
3.
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
4.
MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY,
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
5.
MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED,
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN %i INCH, REFER TO FBCR, 5TH EDITION (2014), SECTION
R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES.
10.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS
SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT
6.
GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK
GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTIONS
CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R609.1.2 OF THE FBCR, 5TH EDITION (2014)
R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014).
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
11,
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
GARAGES AND CARPORTS
REINFORCING STEEL
1.
GARAGE DOOR
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
A. ENGINEERED FOR 140 MPH MIN. WIND LOAD.
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301;
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2.
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
2.
AS PER FBCR 5TH EDITION (2014) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR
SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
3.
FIBER MESH LENGTH SHALL BE 2 INCH TO 2 INCHES, DOSAGE AMOUNT SHALL BE FROM 0.75 TO 1.5 lbs PER CUBIC YARD IN
EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS
ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS & SHALL COMPLY WITH ATSM C1116 OR 0.5 TO 1.5 lbs PER CUBIC
NOT LESS THAN 1318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE
YARD TO ACHIVE A MIN. 40% REDUCTION OF PLASTIC SHRINKAGE PER FRC R506.2.5.
R302.5.1
4.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
3.
AS PER FBCR 5TH EDITION (2014), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25",
1 INCH MINIMUM RIDGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE
NO OPENINGS INTO THE GARAGE.
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK
AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
4.
AS PER FBCR 5TH EDITION (2014) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE
AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM
BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT.
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1. #5, W31 OR D31 AND SMALLER 2"
SITE
WORK
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
1.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
C.1. #11 AND SMALLER
D. BEAMS & COLUMNS:
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%2'
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING
7.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL
AND IRRIGATION.
OF THE ARCHITECT.
3.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
ELECTRICAL
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.).
1.
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE
ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 5TH
4,
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
EDITION (2014)
5.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM
2.
NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE
THE NEAREST EDGE OF THE FOOTING.
RESIDENTIAL, 5TH EDITION (2014) REQUIREMENTS
TIMBER
1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D, TRUSS PLATE INSTITUTE:
D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
E.1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE#2 (MIN.) MACHINE GRADE LUMBER, UNO.
A. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN YELLOW PINE #2) OR BETTER (UNLESS
NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS,
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 AND R802.1.8 OF THE FBCR, 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE 7/16" APA RATED SHEATHING(OSB) SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF SHEATHING..
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" APA RATED SHEATHING (OSB) SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF
SHEATHING.
10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 3/4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT, SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS
CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL
CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF
THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER
ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B
OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD
DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED
OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL,
UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY
THE MANUFACTURER IN THE LATEST CATALOG.
19, DRAFTSTOPPING TO COMPLY W/ FBCR, 5TH EDITION (2014) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS
USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9Mz).
20.
MAXIMUM STUD LOAD CAPACITY- (SYP #2)
FRAME WALL HEIGHT @ 140/C
FRAME WALL HEIGHT
9'-0" BRG
9'4" BRG
10'-0" BRG
2x4 STUD SPACING
@ 12" O.C.
@ 12" O.C.
@ 8" O.C.
2x6 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
PLUMBING
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2.
WATER SUPPLY LINES SHALL BE CPVC.
3.
CONDENSATION LINES SHALL BE MINIMUM X" PVC (SCHEDULE 40), INSULATED WITH %2" AMAFLEX.
4,
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
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5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7.
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 5TH EDITION (2014).
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO THE FBCR, 5TH EDITION (2014).
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9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE,
10.
DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
5TH EDITION (2014)
EXTERIOR FINISHES
1.
WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER
U
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR
CONCRETE.
2.
STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 -11A (2005)
3.
LATH & ACCESSORIES PER ASTM -C1063 -11A
4.
UNDER STAIR PROTECTION:
CO
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7
USANF,0RD
2 -STORY GYPSUM BOARD
W
UNDER STAIR PROTECTION:
1.
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7.
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No. 70 3 _
NATE OF
Date:9-30-2016
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CAD FILE
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1'KOJECI'
DRAWING NUMBER
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DACE9-20-16
FLOOR FRAMING PLAN
SCALE: 1/4"=1'-0"
ROOF FRAMING PLAN
SCALE: l /4"= P-0"
R-30 INSULATION
1/2" GYP. BD. CLG.
(2) 2x6 TOP PLATE w/
SP's @ 16" O.C. TO EA.
STUD
HDR. AS PER PLAN
@ ALL FRAMED —
OPENINGS
R-13
INSULATION —
3/4" SHEATHING
TYP. (U.N.O.)
PRE -ENG.
FLOOR SYSTEM
NAILING SCHEDULE:
ROOFS/CEILINGS:
ROOF SHEATHING TO BE MIN. 15/32" APA SHEATHING RATED
24/16 FOR TILES, U.N.O. CEILING SHEATHING SHALL BE 7/16"
OSB. FASTENINGS WITHIN 4'-0" OF EAVES TO BE 4" U.C. AT ALL
SUPPORTED EDGES AND 8" OC.0 IN FIELD. FOR ALL OTHER
AREAS NAIL 6" O.C. SHEATHING TO BE PLACED WITH LONG
DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES).
PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING
JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C.
SIDEWALL/GABLE ENDS:
ALL SHEATHING TO BE MIN. 7/16" APA SHEATHING AND SHALL BE
NAILED WITH (2) ROWS STAGGERED @ 6" O.C. AT TOP AND (1)
ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN
FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.
NAILS:
NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d
RING OR SPIRAL SHANK OR HOT DIPPED GALVANIZED HAND OR
GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS.
CONNECTION NOTES:
ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON
HETA-20 W/ (9) - 10dx1 1/2" (CAP.=1810 #) U.N.O. ALL TRUSS/BEAM To
FRAME CONNECTORS TO BE SIMPSON MTS12 W/ (14) - 10dx1 1/2"
(CAP.= 860#) U.N.O. ALL TRUSS TO TRUSS CONNECTIONS TO BE
SPECIFIED BY TRUSS MANUFACTURER U.N.O. SIMPSON H2.5A W/(10) -
8d MAY BE USED ON CORNER JACK TRUSSES WHERE UPLIFT DOES
NOT EXCEED 600 LBS.
REPLACEMENT FOR OMITTED STRAPS:
MISSED HETA-20 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
BE REPLACED W/ (1) SIMPSON MTSM16 TWIST STRAP W/ (7)-10d NAILS
TO TRUSS & (4)-1/4"X2-1/4" TITEN SCREWS TO MASONRY, EA. STRAP
FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) MTSM16 FOR UPLIFTS OF
841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE
APPROVED BY THE ENGINEER OF RECORD.
P.E. TRUSS @ 24" O.0
SHINGLE ROOF
R-30 INSULATION (MIN.)
SIMPSON MTS12
WALL SHEATHING
CONNECTOR LEGEND
SIMPSON MTS12 (14) - 10d
SIMPSON HUC-410 W/ (18)-16d NAILS BEAM TO BEAM
F3
HETA 20 W/ (9) 10d x 1 1/2" NAILS
F
SIMPSON HTS16 (16) - 10d x 1 1/2
CRICKET BY CONTRACTOR
SIMPSON LSTA 30 @ 16" O.0
HEADER SCHEDULE
HD-1
(2)- 2x12 W/ 1/2" PLYWOOD FLITCH
ROOF FRAMING PLAN
SCALE: l /4"= P-0"
R-30 INSULATION
1/2" GYP. BD. CLG.
(2) 2x6 TOP PLATE w/
SP's @ 16" O.C. TO EA.
STUD
HDR. AS PER PLAN
@ ALL FRAMED —
OPENINGS
R-13
INSULATION —
3/4" SHEATHING
TYP. (U.N.O.)
PRE -ENG.
FLOOR SYSTEM
NAILING SCHEDULE:
ROOFS/CEILINGS:
ROOF SHEATHING TO BE MIN. 15/32" APA SHEATHING RATED
24/16 FOR TILES, U.N.O. CEILING SHEATHING SHALL BE 7/16"
OSB. FASTENINGS WITHIN 4'-0" OF EAVES TO BE 4" U.C. AT ALL
SUPPORTED EDGES AND 8" OC.0 IN FIELD. FOR ALL OTHER
AREAS NAIL 6" O.C. SHEATHING TO BE PLACED WITH LONG
DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES).
PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING
JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C.
SIDEWALL/GABLE ENDS:
ALL SHEATHING TO BE MIN. 7/16" APA SHEATHING AND SHALL BE
NAILED WITH (2) ROWS STAGGERED @ 6" O.C. AT TOP AND (1)
ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN
FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.
NAILS:
NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d
RING OR SPIRAL SHANK OR HOT DIPPED GALVANIZED HAND OR
GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS.
CONNECTION NOTES:
ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON
HETA-20 W/ (9) - 10dx1 1/2" (CAP.=1810 #) U.N.O. ALL TRUSS/BEAM To
FRAME CONNECTORS TO BE SIMPSON MTS12 W/ (14) - 10dx1 1/2"
(CAP.= 860#) U.N.O. ALL TRUSS TO TRUSS CONNECTIONS TO BE
SPECIFIED BY TRUSS MANUFACTURER U.N.O. SIMPSON H2.5A W/(10) -
8d MAY BE USED ON CORNER JACK TRUSSES WHERE UPLIFT DOES
NOT EXCEED 600 LBS.
REPLACEMENT FOR OMITTED STRAPS:
MISSED HETA-20 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
BE REPLACED W/ (1) SIMPSON MTSM16 TWIST STRAP W/ (7)-10d NAILS
TO TRUSS & (4)-1/4"X2-1/4" TITEN SCREWS TO MASONRY, EA. STRAP
FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) MTSM16 FOR UPLIFTS OF
841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE
APPROVED BY THE ENGINEER OF RECORD.
P.E. TRUSS @ 24" O.0
SHINGLE ROOF
R-30 INSULATION (MIN.)
SIMPSON MTS12
WALL SHEATHING
HETA20 1-3/4" X 16" LVL LEDGER BOARD
TIE BEAM W/ (6) -16d NAILS
TO EACH FLOOR TRUSS
CMU WALL
WALL SECTION
S- SCALE: N.T.S.
R-
1/
(2) 2xI
SP's (
STUD
GENERAL NOTES:
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS
A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES
AND HEIGHTS ONLY.
2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
FABRICATION. ALSO, TRUSS MANUFACTURER TO
PROVIDE SHOP DRAWINGS TO HOME BUILDER
FOR FINAL APPROVAL BEFORE FABRICATION.
1 ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS
AND ELEVATIONS.
4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL
SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS.
5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE
NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR
AS OTHERWISE NOTED.
6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT
ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS
OTHERWISE NOTED.
7. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM
WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING.
8. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION
TO THE FOLLOWING ADDITIONAL LOADS:
A: ALL CEILING HUNG SOFFITS AND SOFFITS W/
CABINETS AS SHOWN ON PLANS.
B: ATTIC LOCATED HVAC UNITS AS SHOWN ON
PLANS.
9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF
ALL HARDWARE BEFORE INSTALLATION.
10. PROVIDE BRACING AND BLOCKING PER HIB -91 IN
ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS
'11. ALL FASCIA BOARD TO BE 2x6 U.N.O.
12. PROVIDE 2 LAYERS OF UNDERLAYMENT FOR ROOF SLOPES
FROM 2:12 UP TO 4:12, PER SECTION R905.2.7 OF THE 2014 FBC,
RESIDENTIAL.
CONTRACTOR TO INSTALL VENTS (RIDGE OR
OFF -RIDGE) IN ACCORDANCE WITH FBC 2014.
P.E. TRUSS @ 24" O.0
SHINGLE ROOF
R-30 INSULATION (MIN.)
SIMPSON MTS12
1/2" GYP. BD. -
2X6 #2 SPF STUDS @
16" O.C.
PRE -ENG.
FLOOR SYSTEM
(2) 2x6 TOP PLATE w/—
SIMPSON SP2 OR SP6
@ 16" O.C. TO EA. STUD
2x6 #2 SYP STUD
@ 16" O.C.
NEW ADDITION
SEE 3 FOR
D -
BOTTOM CONNECTION DEAIL
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IF1Q�y�f(,�FfC��//�
EN q I<
:----No. 70935 _
-- ST
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Date:9-30-2016
WALL SHEATHING
PER FRAMING PLAN
2X6 #2 SPF STUDS @
—16"
O.C.
2X6 BOT, PLATE W/ SIMPSON SP'S
EACH STUD TO PLATE
REFER
TO PLANS
IRV
CRICKET BY CONTRACTOR
SIMPSON LSTA 30 @ 16" O.0
STUD TO LEDGER.
REFER
TO PLANS
HETA20 1-3/4" X 16" LVL LEDGER BOARD
TIE BEAM W/ (6) -16d NAILS
TO EACH FLOOR TRUSS
CMU WALL
WALL SECTION
S- SCALE: N.T.S.
R-
1/
(2) 2xI
SP's (
STUD
GENERAL NOTES:
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS
A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES
AND HEIGHTS ONLY.
2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
FABRICATION. ALSO, TRUSS MANUFACTURER TO
PROVIDE SHOP DRAWINGS TO HOME BUILDER
FOR FINAL APPROVAL BEFORE FABRICATION.
1 ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS
AND ELEVATIONS.
4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL
SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS.
5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE
NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR
AS OTHERWISE NOTED.
6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT
ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS
OTHERWISE NOTED.
7. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM
WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING.
8. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION
TO THE FOLLOWING ADDITIONAL LOADS:
A: ALL CEILING HUNG SOFFITS AND SOFFITS W/
CABINETS AS SHOWN ON PLANS.
B: ATTIC LOCATED HVAC UNITS AS SHOWN ON
PLANS.
9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF
ALL HARDWARE BEFORE INSTALLATION.
10. PROVIDE BRACING AND BLOCKING PER HIB -91 IN
ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS
'11. ALL FASCIA BOARD TO BE 2x6 U.N.O.
12. PROVIDE 2 LAYERS OF UNDERLAYMENT FOR ROOF SLOPES
FROM 2:12 UP TO 4:12, PER SECTION R905.2.7 OF THE 2014 FBC,
RESIDENTIAL.
CONTRACTOR TO INSTALL VENTS (RIDGE OR
OFF -RIDGE) IN ACCORDANCE WITH FBC 2014.
P.E. TRUSS @ 24" O.0
SHINGLE ROOF
R-30 INSULATION (MIN.)
SIMPSON MTS12
1/2" GYP. BD. -
2X6 #2 SPF STUDS @
16" O.C.
PRE -ENG.
FLOOR SYSTEM
(2) 2x6 TOP PLATE w/—
SIMPSON SP2 OR SP6
@ 16" O.C. TO EA. STUD
2x6 #2 SYP STUD
@ 16" O.C.
NEW ADDITION
SEE 3 FOR
D -
BOTTOM CONNECTION DEAIL
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:----No. 70935 _
-- ST
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Date:9-30-2016
WALL SHEATHING
PER FRAMING PLAN
CRICKET BY CONTRACTOR
DRAWING NUMBER
HATE
S-21
EXISTING P.E. TR SS
q O
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PROVIDE TYVEK PAPER ENTIRE WALL
p
►' BETWEEN NEW FRAME WALL AND
EXISTING CMU WALL
'
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EXISTING CMU WALL
F�
2 WALL SECTION
S- SCALE: N.T.S.
EXISTING HOUSE
(SDANFORD
DRAWING NUMBER
HATE
S-21
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No. •70935
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Date: 1. 2
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CAD FILE SD -1
PROJECT
DRAWING NUMBEK
D-1
DATE I 5-25-16
W.W.M. PLACED IN 1/8" SAWCUT x 1/4
UPPER 1/3 OF SLAB SLAB THICKNESS
OR FIBERMESH WHERE SHOWN ON
REINF. SEE PLAN. FOUNDATION PLAN
1/2" GYP BD OVER VAPOR
TYVEK PAPER BETWEEN
7
BARRIER W/ R-6 INSUL.
EXISTING CMU AND NEW
,
' "e,.` w z
BETWEEN 3/4" P.T. VERTICAL
8" CMU BLOCK
WOOD STUD",
; e ,,p •',, < ,' ; L
`� r�o,q r „Y, •o�➢s� av eYo a: ; y 4�: " �> Q
FURRING @ 24" O.C.
-w
8" CMU BLOCK
(1)#5 FROM FTC.
2 x 6 #2 P.T. STUD @ 16" O/C
TO TIE BEAM
_
MIN 4" CONC. SLAB ' • SPLICE TO BE MIN
1/2" GYPSUM BOARD
(1) #5 FROM FTG. TO
PER SHEET S2 "` ' 25" SOLID GROUT
- - 1\2" J -BOLT 6" FROM EA.
CONTROL JOINT DETAIL
MIN 4" CONC. SLAB _. TIE BEAM SPLICE TO
BE MIN. 25" GROUT
-
END OF WALL AND @32"
EXIST. CMU WALL
5
= 1'-0"
PER SHEET S2 CELL SOLID
O.C. 7" MIN. EMBED)3/4"
(
�,
2x6 P.T. BOTT. PLATE
W/ SIMPSON SP1
CONDENSER (CU)
PLATE 'f0 STUD @ 16" O/C
' z—'
' <;
a
EXIST. CONC. SLAB
NEW 4" CONC. SLAB
c r t— s _
PER SHEET S-1
GRADE °O
' '
(2) f5's CONT. I I
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HURRICANE PROTECTION
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4" PVC SLEEVE1-1 ' l
THRU STEM WALL
�•
EXIST. CONC.'
NEW MONOLITHIC(
6" MIN. HEIGHT (TYP. OF 4)
GRADE
MONOLITHIC FOUNDATI
CLEAN
COMPACTED FILL
�FOUNDATION W/
ANCHOR 5T. PL TO CONC. PAD W/
-C-01 II jI
I I
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I°
—I I
MONOLITHIC
#5's REBAR C NT,
4-�"X21" TAPCONS
W/ (3) #5 DIA. RODS CO _`
@ 95% STANDARD�
FOUNDATION W/
(3)
ON CHAIRS
lL
ImoI:
!: I
-II
ON CHAIRS 2'-0" COMPACTED FILL
@ 95% STANDARD
2-#5 DIA. RODS DENSITY
2'-0"
'
4CONCRETE SLAB
-
DENSITY
ON CHAIRS
CLEAN
OUTSIDE ON GRADE
THICKENED CLEAN
COMPACTED FILL
SAB W/ () #5 CONT. COMPACTED FILL
@ 95% STANDARD
REFRIGERANT PIPING
@ 95% STANDARD
DENSITY
DENSITY
0 2 -STORY MONOLITHIC FOOTING
2 MONOLITHIC FOOTING WITH A/C CHASE
INTERIOR TWO
3/4"=1'-0"
O
CONDENSING UNIT TIE DOWN DETAIL
O N.T.S.
Q THICKENED EDGE
„_ ,
STORY BEARING
WALL SHEATHING PER
\" GYP. BOARD - FRAMING PLAN
P
ITCH VARIES
SEE ELEV. SHINGLE ROOF ON #30 FELT ON 15/32" APA
2X6 STUDS 16" O.C.
3/4" SHEATHING �-
2 SHEATHING ON PRE-ENGINEERED TRUSSES
TYP. (U.N.0.) 2X6 BOTTOM PLATE
W/ SIMPSON SP'S @
-�
16" O/C TO EA. STUD"--
1/2" GYP.BD OVER VAPOR
ALL LAPS IN MASONRY 25" MIN
INSULATION STOP
f l
BARRIER W/ R-3 INSUL.
@ 32 O.C.
J� '� HURRICANE STRAP PER
BETWEEN 3/4" P.T. VERTICAL
3
X11
RUNNING BAR
S _ _ ROOF FRAMING PLAN
FURRING 24" O.C.
0°Q
(1)#5 CONT. IN TIE
HETA2U EA. FLOOR TRUSS
--- 7�
8" CMU BLOCK
_ pm
BEAM COARSE
f0 BLOCK
-REE-ER PLANS
�— (1) #5 FROM FTG. TO
PROVIDE HANGERS TO HOLD
DOWEL LAPPED
WITH WALL REINF.
10" HOOK MIN.
31" HOLD
-
TIE BEAM SPLICE'fU
GROUTTIE BEAM <° : '; BAR IN PLACE DURING POUR,
R-30 INSULATIO
BE MIN. 25" GROUT
COARSE SOLID REFER TO MAN. SPECS. FOR
1/2" GYP. BD. CLG.
CELL SOLID
SPACING REQUIREMENTS IF
MIN 4" CONC. SLAB
PER SHEET S2
7•
• ' � ° REQUIRED
NOM. 8" CMU **HANGERS NOT REQUIRED IF
(2) 2x6 TOP PLATE w/ 2"X6" CONT. SUB -FASCIA
SP's @ 16" O.C. TO EA.
LINTEL BLOCKS ARE USED
STUD
4.
,• ., '' ' 4' '; 4,4 : I?', •. .: .
''
AND 2" HOLD IS MET
#5 CORNER BAR
b
i-,
ALUM. SOFFIT
R•' �....t •
.+�
5/8" GYP. BOARD
HDR. AS PER PLAN
s
N ' • . •'
GROUTED CELL
.4
@ ALL FRAMED
PROVIDE SCREEN WHEN
#5 VERT. REBAR @ CORNER
OPENINGS
BLOCK BELOW IS NOT
REQUIRED TO BE FILLED
FROM FOUNDATION TO BOND BEAM
a ° PT 1x NAILER WALL SHEATHING TO
OVERLAP
24" CLEAN
AS REQ'D. SILL PLT. 1 MIN.)
(3) #5'S CONT. COMPACTED FILL
W/ 3" MIN. CLEAR @ 9 STANDARD1--8"R-13
DENSITY
CMU WALL
INSULATION
PWALL
ER FRAMNGIDENSISITYPLAN
2-STORY OFFSET FOOTING
TYP. CORNER VERT. NTS
NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ.
3/4" SHEATHING
TYP' (U.N.0.)
3/4"=1'-0"
a TIE BEAM DTL. 1\"=1'-0°
WALL REINFORCING2
10 STORY WALL
1\"=1'-0"
- 2X6 #2 SPF STUDS @
16 O.C.
CONNECTION
2 x 6 BOT, PLATE W/
PRE -ENG. f SIMPSON SP'S EACH STUD
FLOOR SYSTEM TO PLATE
E -
REFER TO PLANS
I� SIMPSON MS AM 36
_ D1 @ 32" O.C.
PROVIDE GALV, ALUM
FLASHING ACROSS
WALL SPLICE
o
REFER TO PLANS
o
TRUSS STRAPS
a
PER FRAMING PLAN
1X P.T. NAILER -
5/8" GYP. BD,
TIE BEAM SEE 10/D1 FOR D'fL,
1 X 4 PT NAILER
1\2" GYP. BOARD
PRECAST
1\2" GYP. BOARD
LINTEL @OPENING
I -
FOR MULTIPLE WINDOW AND DOOR
7/16" APA
7/16" APA
SHEATHING
_
USE 2 TAPCONS PER WINDOW AT
SHEATHING
3/4" FLOOR
WINDOW PER FLR. PLAN
HEAD AND TAPCON AT THE JAMP.
3/4" PLW FLOOR
DECKING
DOUBLE DOOR SINGLE DOOR
DECKING
2X6 STUDS @ 16" O/C
2X6 STUDS @ 16" O/C
W/ SIMPSON SP'S TO
W/ SIMPSON SP'S TO
BOTT. PLATE
TYPICAL BUCK ATTACHEMENT DETAIL
16° DEEP SYS. 42 BOTT. PLATE
16" DEEP SYS. 42
11
FLOOR TRUSSES MSTAM36 @ 32" O.G.
FLOOR TRUSSESMSTAM36 @ 32" O.C.
N.T.S.
@ 24 O C MIN. (2) 12d NAILS 2X6 BOTTOM PLT. W/
@ 24" O.C. 2X6 BOTTOM PLT. W/
MIN. (2) 12d NAILS
MARBLE SILL PRECAST CONC
1X2 P.T. FURRING SILL
GENERAL NOTES FOR EXTERIOR
USE 7/16" APA RATED SHEATHING w/ 10d
WINDOWS AND DOORS:
_ _ @ 16" O.C.
' - ,.. @ 16" O.C.
@ 2'-0" O.C.
NAILS @ 4" U.C. AT ALL PANEL EDGES, 6"
__
GABLE FLOOR TRUSS 2x4 PLATE
8" CMU
U.C. @ INT. FRAMING, @ 8" U.C. AROUND
GABLE FLOOR TRUSS 2x4 PLATE
R6 INSUL. BETWEEN
OPENING, 10d NAILS 6" O.C. TWO
@
DBL. TOP PLT. BEYOND
h
1 . WINDOW AND DOUR ASSEMBLIES TO CONFORM TO 2014 FBC BUILDING SECTION 1714.5
OR 2x4 KNEEWALL
ALT.- 4x2 PRE -ENG.
OR 2x4 KNEEWALL
ALT.- 4x2 PRE -ENG.
W/ 2x4 STUDS
FURR STRIPS (1) #5 VERT. IN
GROUTED CELL
STAGGERED @SILL PLATE, 10d NAILS @ 4"
WALL SHEATHING SPLICE — O.C. @ HEADER
2". WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH PUBLISHED
W/ 2x4 STUDS FLOOR GABLELOOR
@ 24" O.C.
GABLE
@ 24" O.C.O1X4
P.T. NAILER FULL HEIGHT. SEE
MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. (2014 FBC
5 /8" TFIREED ROD @ 24" O.0
NAIL SHEATHING w/ 2 ROWS
�
FLOOR PLAN FOR
BUILDING SECTION 1714.5.4.1)
BOTTOM PLATE TO
OF 8 NAILS 4" O.C.
@
WOOD BASE LOCATIONS
TOP PLATES
(SEE 13/D1 FOR MORE INFO.'
CEMENTITIOUS
' ' ' ' ' ' '
3". WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2", WINDOW AND DOOR
C.
MIN 4" CONC. - FINISH
ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUBFRAME
2x4 PT PLATE
2x4 PT PLATE
SLAB PER S2
SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTION. (2014
4"X 4" INSPECTION PORT
FBC BUILDING 1714.5.4.2)
-- ---
_ AT EACH FILLED CELL TYP.
BUCK
_ _
0'-0" \LDIA/
4k. WHERE THE WOOD SHIM OR BUCK THICKNESS IS 1-1/2" OR GREATER, THE SHALL BE
— �,N �1 1/2" PLYWOOD
s� g `; • b FIN. FL. G
SECURELY FASTENED TO TRANSFER LOAD TO THE STRUCTURAL SUBFRAME. WINDOWS AND DOORS
,a
SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. (2014 FBC BUILDING
V GYP. BOARD — OVER BLOCK
.
�, .. �' ..:. ' '.... , :.g. •• SANFORD
a
I
1714.5.4.2)
5\8' GYP. BOARD
—
HETA20 @ 24" O/C
• � ; • . GRADE
—III= 4 v " " ,"• .. r
��p '��
5`. UNLESS OTHERWISE TESTED, BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOWAS
PT 1 x NAILER "
_
I I I Iw ARS
OR DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED. (2014 FBC BUILDING
(2) 2x6 TOP PLATES
'' <
— r ,+. ,. s' ': r r F REFER FOUNDATION
as
I I) I _"
1714.5.4.2)
_
. ,. :..; d '' PLAN FOR FTG.
(�
CMU WALL BELOW
SYSTEM 42 FLOOR TRUSS BEYOND
64 . MULLION AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. (2014 FBC BUILDING
1714.5.5.4)
SP6 16" O/C EA. STUD8'
TO TOP PLATES
77
CMU WALL
I I °" 4 :" jA � I" j_I I I� INFORMATION
III I
1I—
I I -
2x RIBBON w/ (4) 16d @ EACH TRUSS (U.N.O.)
I r -
1 1/2" PLYWOOD EXTENDED OVER T/BLOCK
2X6 STUDS @ 16" O/C
— I I"" E I
NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN
WINDOW/DOOR
W/ SIMPSON SP'S TO
.
NO SPLICE AT HEADER
13
BOTT. PLATE
JAN U(�1 I
SHEATHING ELEVATION
12 N.T.S
0
BUCK NOTES
KNEE WALL SECTION @FLOOR
G
KNEE WALL SECTION FLOOR
15 @
O N.T.S.
16 2 -STORY WALL SECTION
.��� I
3/4"=1'-0.. f3 _
N.T.S.
va
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PROFESSIONAL SEAL
QUO
��,��`••\,\C EIV S&`
•
No. •70935
— s •
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ii
Date: 1. 2
t�l
L�
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(D
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DRAWN KL
CHECKED
CAD FILE SD -1
PROJECT
DRAWING NUMBEK
D-1
DATE I 5-25-16
O HIP/RIDGE BLOCKING
N."r.S.
SIMPSON SP's
EA. STUDS TO
TOP PLATE —
\ SIMPSON LSTA30
W/ (18)-10d NAILS �
2x BLOCKING —�
2x6 #2 SYP
STUD (c -D 16" O/C
PRE-ENGINEERED
WOOD TRUSSE OVERLAP TRUSS BRACING
AT LEAST ONE TR OVERLAP
SPACE I II
�-MINIMUM (2) 16d PER JOINT L MINIMUM 2"x4" SPF OR
'SPACED AT 15'-0" MAX SYP TRUSS BRACING
O TRUSS BRACING OVERLAP
N."f.S.
0 GIRDER TO COLUMN CONNT.
N.T.S.
ROOF FRAMING MEMBERS (SEE
CONNECTOR CHART SCHEDULE
FOR TRUSS STRAPS)
— DOUBLE TOP 2x6 PLATE
PROVIDE 2X4 MIN. BLOCKING AT
SEEROOF
SOF HIP/RIDGE, TYP.BETWEEN TRUSSES
PLAN I— SHEATHING W/ (2) 12D NAILS EACH END •i0
TRUSS TOP CHORD
TYP.
2X4 BLOCKING
BETWEEN TRUSSES
TRUSS
A
SECT. A -A
HEADER STUDS -
FULLLENGTH
WALL STUDS
A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
---I
TO PREVEN r PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
JACK FIIP
SIDE OR BOTH IF REQ'D)
TRUSSES G.T
(2) 12D NAILS
AT 12" O.C. MAX
O HIP/RIDGE BLOCKING
N."r.S.
SIMPSON SP's
EA. STUDS TO
TOP PLATE —
\ SIMPSON LSTA30
W/ (18)-10d NAILS �
2x BLOCKING —�
2x6 #2 SYP
STUD (c -D 16" O/C
PRE-ENGINEERED
WOOD TRUSSE OVERLAP TRUSS BRACING
AT LEAST ONE TR OVERLAP
SPACE I II
�-MINIMUM (2) 16d PER JOINT L MINIMUM 2"x4" SPF OR
'SPACED AT 15'-0" MAX SYP TRUSS BRACING
O TRUSS BRACING OVERLAP
N."f.S.
0 GIRDER TO COLUMN CONNT.
N.T.S.
ROOF FRAMING MEMBERS (SEE
CONNECTOR CHART SCHEDULE
FOR TRUSS STRAPS)
— DOUBLE TOP 2x6 PLATE
SIMPSON SP's 2x6 BOTTOM PLATE
EA. STUDS TO
BOTr. PLATE
CONC. FOOTING BELOW
10 TYPICAL FRAMING & CONNECTIONS FOR OPENING AT FIRST FLOOR
N.T.S.
�- MINIMUM 2"x4"
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(3) 12d
PER JOINT
41
CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN.
3 CROSS BRACING DETAIL
N.T.S.
TOP SPLICE
DOUBLE 10d
2 ROWS
16d @ 6" O/C
BOTTOM SPLICE
OVER STUD
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 64" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
N.T.S.
SIMPSON MSTCM 40 W/
14-16d SINKERS TO BUILT-UP
CORNER & 10- 1/4"x2 1/4" TITENS
TO MASONRY WALL BELOW
8d @ 3" O.C., TYP,
EXTERIOR STRUCTURAL
SHEATHING (MIN. 7/16")
2x STUDS
G
EXTERIOR FRAME AT CORNER
N.T.S.
SHEATHING 2x STUD
JOINT 1W ma GYPSUM
WALLBOARD
NAILING W/ 2 ROWS
OF 8d NAILS @ 2X4 BLOCKING
4" O.C. EA. SIDE PLACED FLATWISE
OF SPLICE (2) 16d NAILS
EACH END
NOTE:
1/2" PLYWOOD OR 7/16" O.S.B. TO BE USED AS UPLIFT
RESISTANCE NO OTHER FASTENERS REQ'D, EXCEPT
AS NOTED ON PLANS. IN TWO STORY FRAME
APPLICATIONS, SHEATHING SHALL EXTEND MIN. V-0"
w/o BREAK ABV. SECOND FLOOR BOTTTOM PLATE
TO T-0" BELOW FIRST FLOOR TOP PLATE.
S
SHEATHING UPLIFT WALL SPLICE
N.T.S.
Q1 nruinir_
CONTINUOUS LATERAL BRACING -
NAIL OVER X -BRACE AS SHOWN -
INSTALL BLKC. AT TRUSS WEBS
FOR NAILING X -BRACING - 2x4 SPF Of
w/ 2-16d (9 EACH TRUSS
NOTE, DETAIL VALID ONLY IF CONTINUOUS LATERAL BRACING
IS CALLED OUT ON ENGINEERED TRUSS DRAWINGS.
O CROSS BRACING DETAIL
N.T.S.
8-10d NAILS
INTO EACH
STUDS
(3) SPF OR SYP
w/10d @ 8" O.C.
SIDE
SIMPSON MS -F
r
HEADER ANCHOR -2nd FLOOR
N.T.S.
8-10d NAILS INTO
STUD BELOW HDR.
11-10d NAILS INTO /
GIRDER TRUSS /
12 HEADER ANCHOR -2nd FLOOR
N.T.S.
1PSON LSTA30 w/8-1 Od
TOP PLATE MAY BE
GLED UP TO 10 DEG.
2-2x4 SPF OR SYP
TOP PLATE
242 S.Y.P. 2x12 OR WIF85
HDR. UNLESS NOTED
OTHERWISE
FLOOR DECK
FLOOR JOIST
TIE BEAM
PROVIDE BLOCKING
BELOW JAMBS
SON LSTA30
10d TO TOP PLATE.
BE ANGLED UP TO
_G.
1x4 SPF TOP PLATE
242 S.Y.P. 2x12
OR WIF85 HDR.
(UNLESS NOTED
OTHERWISE)
3) S.P.F. 2>A w/10d
8" O.C. EA. SIDE
SIMPSON LSTA30
w/8-1Od TO STUDS
ABOVE PLATE
FLOOR DECK
FLOOR JOIST
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT
IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL
LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.
SEE TYP. TRUSS BLOCKING DETAILS
2X4 BLOCKING
BETWEEN EA. TRUSS/-
2X4 DIAGONAL AT 8' 0" A
MAX & EACH END ALTER TE
DIRECTION TY .41
WOOD TRU -
PROVIDE BLOCKING AT ALL TRUSS BEARINI A
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
TYP. WOOD TRUSS BLOCKING DETAIL
I
BLOCKING DETAIL
N.T.S.
HEADER REFER
TO HEADER SCHEDULE
HEADER STUDS -
FULLLENGTH
WALL STUDS
w
0
SIMPSON SP's 2x6 BOTTOM PLATE
EA. STUDS TO
BOTr. PLATE
CONC. FOOTING BELOW
10 TYPICAL FRAMING & CONNECTIONS FOR OPENING AT FIRST FLOOR
N.T.S.
�- MINIMUM 2"x4"
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(3) 12d
PER JOINT
41
CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN.
3 CROSS BRACING DETAIL
N.T.S.
TOP SPLICE
DOUBLE 10d
2 ROWS
16d @ 6" O/C
BOTTOM SPLICE
OVER STUD
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 64" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
N.T.S.
SIMPSON MSTCM 40 W/
14-16d SINKERS TO BUILT-UP
CORNER & 10- 1/4"x2 1/4" TITENS
TO MASONRY WALL BELOW
8d @ 3" O.C., TYP,
EXTERIOR STRUCTURAL
SHEATHING (MIN. 7/16")
2x STUDS
G
EXTERIOR FRAME AT CORNER
N.T.S.
SHEATHING 2x STUD
JOINT 1W ma GYPSUM
WALLBOARD
NAILING W/ 2 ROWS
OF 8d NAILS @ 2X4 BLOCKING
4" O.C. EA. SIDE PLACED FLATWISE
OF SPLICE (2) 16d NAILS
EACH END
NOTE:
1/2" PLYWOOD OR 7/16" O.S.B. TO BE USED AS UPLIFT
RESISTANCE NO OTHER FASTENERS REQ'D, EXCEPT
AS NOTED ON PLANS. IN TWO STORY FRAME
APPLICATIONS, SHEATHING SHALL EXTEND MIN. V-0"
w/o BREAK ABV. SECOND FLOOR BOTTTOM PLATE
TO T-0" BELOW FIRST FLOOR TOP PLATE.
S
SHEATHING UPLIFT WALL SPLICE
N.T.S.
Q1 nruinir_
CONTINUOUS LATERAL BRACING -
NAIL OVER X -BRACE AS SHOWN -
INSTALL BLKC. AT TRUSS WEBS
FOR NAILING X -BRACING - 2x4 SPF Of
w/ 2-16d (9 EACH TRUSS
NOTE, DETAIL VALID ONLY IF CONTINUOUS LATERAL BRACING
IS CALLED OUT ON ENGINEERED TRUSS DRAWINGS.
O CROSS BRACING DETAIL
N.T.S.
8-10d NAILS
INTO EACH
STUDS
(3) SPF OR SYP
w/10d @ 8" O.C.
SIDE
SIMPSON MS -F
r
HEADER ANCHOR -2nd FLOOR
N.T.S.
8-10d NAILS INTO
STUD BELOW HDR.
11-10d NAILS INTO /
GIRDER TRUSS /
12 HEADER ANCHOR -2nd FLOOR
N.T.S.
1PSON LSTA30 w/8-1 Od
TOP PLATE MAY BE
GLED UP TO 10 DEG.
2-2x4 SPF OR SYP
TOP PLATE
242 S.Y.P. 2x12 OR WIF85
HDR. UNLESS NOTED
OTHERWISE
FLOOR DECK
FLOOR JOIST
TIE BEAM
PROVIDE BLOCKING
BELOW JAMBS
SON LSTA30
10d TO TOP PLATE.
BE ANGLED UP TO
_G.
1x4 SPF TOP PLATE
242 S.Y.P. 2x12
OR WIF85 HDR.
(UNLESS NOTED
OTHERWISE)
3) S.P.F. 2>A w/10d
8" O.C. EA. SIDE
SIMPSON LSTA30
w/8-1Od TO STUDS
ABOVE PLATE
FLOOR DECK
FLOOR JOIST
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT
IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL
LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.
SEE TYP. TRUSS BLOCKING DETAILS
2X4 BLOCKING
BETWEEN EA. TRUSS/-
2X4 DIAGONAL AT 8' 0" A
MAX & EACH END ALTER TE
DIRECTION TY .41
WOOD TRU -
PROVIDE BLOCKING AT ALL TRUSS BEARINI A
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
TYP. WOOD TRUSS BLOCKING DETAIL
I
BLOCKING DETAIL
N.T.S.
w
0
WOOD TRU -
PROVIDE BLOCKING AT ALL TRUSS BEARINI A
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
TYP. WOOD TRUSS BLOCKING DETAIL
I
BLOCKING DETAIL
N.T.S.
2X8 #2 SYP PLATE
W/ (4) 16d TO EACH
TRUSS BELOW
1
2X6 #2 SYP RAFTER @ 16" O/C W/
SIMPSON A34 @ RIDGE BD. & PLATE
2X8 #2 SYP. RIDGE BOARD
TYP. VALLEY FRAMING
[ONA
AT 8'-U" WOOD
TRUSS
2X4 CONT. AT CONC. MASONRY
T & B CHOR STEEL OR WOOD
BEARING SUPPORT
A—A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE
140 M.P.H. 3 SECOND GUS -F WIND LOAD REQUIREMENTS OF THE
2014 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL
NEW EXISTING CONC.
" BOND BEAM
NEW CONC. BOND BEAM
°
NEW CMU WALL
HM...... EXISTING
_ CMU WALL
DRILL 3/4" HOLE AND EPDXY (1) #5 BAR „ -3
MIN. 6" INTO EXISTING FILLED CELL
@ 24" O/C VERT. WITH MIN. 12" LAP
WITH SIMPSON ET EPDXY OR ENGINEER
APPROVED EQUAL.(e.g. SIMPSON SET -KIT
OR SET PAC)
DRILL 3/4" HOLE AND EPDXY (2) #5 BARS
MIN. 6" INTO EXISTING FOOTING WITH
MIN. 12" LAP, WITH SIMPSON ET EPDXY
OR ENGINEER APPROVED EQUAL.(e.g.
SIMPSON SET -KIT OR SET PAC) ,
NEW CONC. FTG. U4.,
EXISTING
CONC. FTG.
.. .. •• i • n s A+ a any :•9
NEW CMU TO EXISTING CMU WALL
G
N.T.S.
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PROFESSIONAL SEAL
GENs�•°ZZ
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No.70935 _
CIFPI
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1 O
ilONA \\\\\\\
Date: l 2-T Y% 1'�� 6
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ID
DRAWN KL
CHECKED
CAD BILE SD -1
PmECT
DRAWING NUMBER
D . -2
DATL 1 5-25-16
w
0
---I
F/
2X8 #2 SYP PLATE
W/ (4) 16d TO EACH
TRUSS BELOW
1
2X6 #2 SYP RAFTER @ 16" O/C W/
SIMPSON A34 @ RIDGE BD. & PLATE
2X8 #2 SYP. RIDGE BOARD
TYP. VALLEY FRAMING
[ONA
AT 8'-U" WOOD
TRUSS
2X4 CONT. AT CONC. MASONRY
T & B CHOR STEEL OR WOOD
BEARING SUPPORT
A—A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE
140 M.P.H. 3 SECOND GUS -F WIND LOAD REQUIREMENTS OF THE
2014 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL
NEW EXISTING CONC.
" BOND BEAM
NEW CONC. BOND BEAM
°
NEW CMU WALL
HM...... EXISTING
_ CMU WALL
DRILL 3/4" HOLE AND EPDXY (1) #5 BAR „ -3
MIN. 6" INTO EXISTING FILLED CELL
@ 24" O/C VERT. WITH MIN. 12" LAP
WITH SIMPSON ET EPDXY OR ENGINEER
APPROVED EQUAL.(e.g. SIMPSON SET -KIT
OR SET PAC)
DRILL 3/4" HOLE AND EPDXY (2) #5 BARS
MIN. 6" INTO EXISTING FOOTING WITH
MIN. 12" LAP, WITH SIMPSON ET EPDXY
OR ENGINEER APPROVED EQUAL.(e.g.
SIMPSON SET -KIT OR SET PAC) ,
NEW CONC. FTG. U4.,
EXISTING
CONC. FTG.
.. .. •• i • n s A+ a any :•9
NEW CMU TO EXISTING CMU WALL
G
N.T.S.
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SANFORD
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•JAN 2
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PROFESSIONAL SEAL
GENs�•°ZZ
����''.
No.70935 _
CIFPI
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1 O
ilONA \\\\\\\
Date: l 2-T Y% 1'�� 6
�I
QO
ID
DRAWN KL
CHECKED
CAD BILE SD -1
PmECT
DRAWING NUMBER
D . -2
DATL 1 5-25-16
N —III'==1•II----•)II_ `'a•p.•�,•�.,"
ISI I I- =1 I 1=1 I I , `� $'�� � p•�'�'� :I I 1=1Th
(2) #5 CONT,
W/ 3" MIN. CLEAR 8" 8"=1
CLEAN
COMPACTED FILL
@ 95% STANDARD
DENSITY
1 INTERIOR FOOTING
S-1 SCALE: N.T.S.
1/2" GYP.BD OVER VAPOR -
BARRIER W/ R-6 INSUL.
BETWEEN 3/4" P.T. VERTICAL
FURRING @ 24" O.C.
CHAIR BLOCK W/ #5 CONT.
4" CONC. SLAB W/ 6 _
MIL. VAPOR BARRIER
CLEAN
COMPACTED FILL
@ 95% STANDARD
DENSITY -
r
:III=III=III
�I I ISI I I�
(1) #5 FROM FTG. TO
TIE BEAM. SPLICE TO
BE MIN. 30" GROUT
CELL SOLID
8" CMU BLOCK
(1) #5 FROM FTG. TO
CHAIR BLOCK GROUT
CELL SOLID
2 STEMWALL FOOTING
S-1 SCALE: N.T.S.
12"x24" CONC. FTG.
W/ (3) #5'S CONT.
ON CHAIRS.
3
S-1 SCALE: N.T.S.
3
28'-0"
0
D-1
F = FILLED WITH GROUT / U = UNFILLED
TYVEK PAPER BETWEEN
OF LINTEL CAVITY
F QUANTITY OF #5 REBAR AT
8F16-1B/1T
EXISTING CMU AND NEW
NOMINAL WIDTH I
L QUANTITY OF #5
WOOD STUD
REBAR AT TOP
2 x 6 #2 P.T. STUD @ 16" O/C
EXISTING ING CMU
DLI
1 4'-6"
8F30-1 B/1T
TOP A-r 8'-0"
1/2" GYPSUM BOARD
DRILL 3/4" HOLE AND EPDXY (1) #5 BARS
MATERIALS
1\2" J -BOLT 6" FROM EA.
MIN, 6" INTO EXISTING SLAB WITH MIN.
4
END OF WALL AND @32"
16" LAP, WITH SIMPSON ET EPDXY OR
O.C. (7" MIN. EMBED)
ENGINEER APPROVED EQUAL.(e.g.
f `
P.T. BON PLATE
SIMPSON SET -KIT OR SET PAC)
;•�•
W/ SIMPSON
N SP1
SPACING = 48" O.0
2. Fe prestressed lintels = 6000 psi.
3. fc = 3000
D-2
CONSTRUCTION
TION
CHAIR BLOCK W/ #5 CONT.
EXISTING SLAB —
:�
8" CMU BLOCK
5.4. .
minimum net area compressive strength = 1900 psi.
LAB
— — —
— — — —6-8— — —
— —5-4—
(1) #5 FROM FTG.
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COMPACTED FILL
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EXISTING FTG
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I
ARE TO BE GROUTED SOLID TO TIE BEAM.
�I II i .,,
_
•'00DENSITY
#5 REBAR Ar TOP
8. Mortar per ASTM C270 type M or S.
DL_1 I
S 1
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iT X2'-0" �— (I (� 8"x24" CONC. FTG.
-4.
1-1/2" CLEAR
-I W/ (3) #5'S CONT.
2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT.
- _
_I
ON CHAIRS.
DRILL 3/4" HOLE AND EPDXY (1) #5 BARS
WC.M.U.
I
MIN. 6" INTO EXISTING FOOTING WITH
GENERAL NOTE'S
I %
MIN. 16" LAP, WITH SIMPSON ET EPDXY
I
OR ENGINEER APPROVED EQUAL.(e.g.
I �
SIMPSON SET -KIT OR SET PAC)
0
STEMWALL
FOOTING SPACING = 48" O.0
S-1 SCALE: N.T.S.
3
28'-0"
0
D-1
FOUNDATION PLAN
SCALE: 1/4"=P-0"
HIGH STRENGTH PRECAST AND PRESTRESSED
CONCRETE LINTELS AND SILLS
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
FBOTTOM
OF LINTEL CAVITY
F QUANTITY OF #5 REBAR AT
8F16-1B/1T
L 1
NOMINAL WIDTH I
L QUANTITY OF #5
NOMINAL HEIGHT
REBAR AT TOP
®
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1 4'-6"
8F30-1 B/1T
TOP A-r 8'-0"
MATERIALS
91-311
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D-1
1. fc precast lintels = 3500 psi.
13
'A
DIVISION OF
FLORIDA ENGINEERED
2. Fe prestressed lintels = 6000 psi.
3. fc = 3000
D-2
CONSTRUCTION
TION
PRODUCTS CORPORATION
CORPORATION
grout psi w/ maximum 3/8" aggregate.
4. Concrete masonry units (CMU) per ASTM 090 w/
1'-9"
3'-7"
5.4. .
minimum net area compressive strength = 1900 psi.
1 U
— — —
— — — —6-8— — —
— —5-4—
— — —4-8
Field rebar per ASTM A615 GR40 or GR60.
1
_
F
C
L-1
—
7. 7/32 wire per AsTM A510.
ARE TO BE GROUTED SOLID TO TIE BEAM.
I DL -1
#5 REBAR Ar TOP
8. Mortar per ASTM C270 type M or S.
DL_1 I
S 1
r
-4.
1-1/2" CLEAR
u
2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT.
- _
- $-r�� -' -
THROUGH OUT INCLUDING ABV. MASONRY
WC.M.U.
I
GENERAL NOTE'S
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1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
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—GROUT
3. Installation of lintelrnustcomplywiththearchitecturaland/or structural drawings.
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4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
=
4" THICK CONC. SLAB
vertical cell reinforcing and grouting.
3
SEE NOTE #2
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
S-1 3
BOTTOM REINFORCING
longer with a nominal height of 8" meet or exceed U180.
I
I PROVIDED IN LIN TEL
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
L1 I
t
(VARIES)
7 7/32" diarneter wire stirrups are welded to the bottom steel formechanical anchorage.
8" NOMINAL WIDTH
8. Cast -in-place concrete may be provided in composite lintel in Geu of concrete masonry units.
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9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
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No.70935 -
------
6'-4"
---- --
6'-0"
---------------
6'-0"
DatQA-2.4-2017
6'-0"
----
T-8"
28'-0"
FOUNDATION PLAN
SCALE: 1/4"=P-0"
HIGH STRENGTH PRECAST AND PRESTRESSED
CONCRETE LINTELS AND SILLS
TYPE DESIGNATION
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CONNECT TO SEW
WASTE WATER RISER
GENERAL NOTES '1 APR 2 4 2017
1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS
TO BE LAPPED MIN. 6" AND SEALED
2 PROVIDE 4" CONC. SLAB MIN. 3000 PSI COMPRESSIVE STRENGTH
AFTER 28 DAYS W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT
MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED
COMPACTED FILL
3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. AND TIE
BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND
@ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25"
4 CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY
FROM HOUSE.
6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED(ESPECIALLY WHEN USING FIBER REINF, CONC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS
OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE
ALTERNATE APPROVED METHOD.
7 FIBER MESH MAY BE USED IN LIEU OF WIRE MESH,
0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO
TIE BEAM(6'-0" O.C. MAX U.N.O.)(REFER TO NOTES)
AST® *gET1G LINTEL SCHEDULE
F = FILLED WITH GROUT / U = UNFILLED
FBOTTOM
OF LINTEL CAVITY
F QUANTITY OF #5 REBAR AT
8F16-1B/1T
L 1
NOMINAL WIDTH I
L QUANTITY OF #5
NOMINAL HEIGHT
REBAR AT TOP
4 •1
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9
D-1
_/(�
TYPIC,
rivAEL—e
-
Im
,T
rr—mc,
CONNECT TO SEW
WASTE WATER RISER
GENERAL NOTES '1 APR 2 4 2017
1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS
TO BE LAPPED MIN. 6" AND SEALED
2 PROVIDE 4" CONC. SLAB MIN. 3000 PSI COMPRESSIVE STRENGTH
AFTER 28 DAYS W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT
MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED
COMPACTED FILL
3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. AND TIE
BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND
@ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25"
4 CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY
FROM HOUSE.
6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED(ESPECIALLY WHEN USING FIBER REINF, CONC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS
OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE
ALTERNATE APPROVED METHOD.
7 FIBER MESH MAY BE USED IN LIEU OF WIRE MESH,
0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO
TIE BEAM(6'-0" O.C. MAX U.N.O.)(REFER TO NOTES)
AST® *gET1G LINTEL SCHEDULE
LINTEL
NO.
HORZ.
LENGTH
TYPE
COMMENTS
L 1
6' 6"
8F16 -113/1T
TOP AT 8'-0"
INC
®
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1 4'-6"
8F30-1 B/1T
TOP A-r 8'-0"
3" VTR
J
GENERAL PLUMBING NOTES:
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LOCATIONS OF ALL EQUIPMENT TO BE PLUMBED
PRIOR TO THE COMMENCEMENT OF WORK.
COORDINATE ALL WORK WITH ALL TRADES.
2 COMPLETE AND WORKING PLUMBING SYSTEMS
SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA
PLUMBING CODE AND LOCAL AUTHORITY HAVING
JURISDICTION (AHJ).
3 PRESSURE AND HYDROSTATICALLY TEST THE
PIPING, AS APPLICABLE, TO INSURE THE ABSENCE OF
LEAKS IN ACCORDANCE WITH THE 2014 FPC
BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC
WATER PIPING IN ACCORDANCE WITH THE 2014
FLORIDA BUILDING/PLUMBING CODE.
4 NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC
DWV. TRENCHES SHALL BE BACKFILLED AND
COMPACTED.
5 NEW C.W AND H.W PIPING SHALL BE CPUC PIPING
EQUAL TO FLO.GUARD GOLD. WRAP NEW HOT WATER
PIPING WITH 1" R-4 PER INCH (PER THE 2014
FLORIDA MODEL ENERGY CODE) CELLULAR RUBBER
INSULATION EQUAL TO ARMSTRONG ARMAFLEX.
NOTE: BRANCH PIPING LESS THAN 12' MAY BE
INSULATED WITH 1/2" INSULATION PER SAME CODE.
RECORD COPY
#16-31SI
/
INC
®
.
MATERIALS
i--
0
0
1. fc precast lintels = 3500 psi.
UAAFZ����1
'A
DIVISION OF
FLORIDA ENGINEERED
2. Fe prestressed lintels = 6000 psi.
3. fc = 3000
CONSTRUCTION
TION
PRODUCTS CORPORATION
CORPORATION
grout psi w/ maximum 3/8" aggregate.
4. Concrete masonry units (CMU) per ASTM 090 w/
P.O. Box
Phone
Tampa,
813-62, FloridaFlori
minimum net area compressive strength = 1900 psi.
GENERAL NOTES:
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
C
s. Prestressing strand per ASTM A4lsgrade
270 low relaxation.
1. AREAS OF BLOCK ABV. MASONRY OPENINGS
7. 7/32 wire per AsTM A510.
ARE TO BE GROUTED SOLID TO TIE BEAM.
#5 REBAR Ar TOP
8. Mortar per ASTM C270 type M or S.
MIN. (I) REQ'D
r
-4.
1-1/2" CLEAR
u
2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT.
- _
- $-r�� -' -
THROUGH OUT INCLUDING ABV. MASONRY
WC.M.U.
GENERAL NOTE'S
OPENINGS. U.N.O.
¢ x -
I
,,Y
' `' p''
{
r
1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END
o
,;"
'
—GROUT
3. Installation of lintelrnustcomplywiththearchitecturaland/or structural drawings.
ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END
a
4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
=
#5 REBAR AT BOTTOM
vertical cell reinforcing and grouting.
• •
OF LINTEL CAVITY
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
BOTTOM REINFORCING
longer with a nominal height of 8" meet or exceed U180.
7-5ra"ACTUAL
I PROVIDED IN LIN TEL
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
t
(VARIES)
7 7/32" diarneter wire stirrups are welded to the bottom steel formechanical anchorage.
8" NOMINAL WIDTH
8. Cast -in-place concrete may be provided in composite lintel in Geu of concrete masonry units.
�I
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
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No.70935 -
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DatQA-2.4-2017
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DRAWN
KL
C ECKLD
CAD FILL,
S-3
PROJECT
DRAWING NUMBER
S.1
DATE
9-20-16