HomeMy WebLinkAboutBuilding PlanLOAD CALCULATIONS
EXIST, SERVICE FEEDER: 200 AMP
EXIST. PANEL SIZE: (1) 42 CIRCUIT
EXISTING LOADS
2190 50, FT, x 3 WATT =
(0,510
Watts
2 SMALL APPLI. • 1500
3000
Watts
i LAUNDRY
1500
Watts
I RANGE
8,000
Watts
1 DISHWASHER
1500
Watts
i DISPOSAL
1500
Watts
I MICROWAVE
2000
Watts
I WATER HEATER
4500
Watts
i DRYER
5000
Watts
_ OTHER
_ OTHER
_ OTHER
SUS TOTAL:
33,510 Watts
NEW LOADS
213 SQ, FT. x 3 WATT =
619
Watts
_ OTHER
OTHER
_ OTHER
_ OTHER
TOTAL WATTS: 34,359 Watts
iST 10 KW 6 100% 10,000 Watts
REMAINDER m 4091, 9,156 Watts
A/C HEAT 6 1009e 11,500 Watts
TOTAL WATTS 3125
DIVIDED BY 240 VOLTS = 155.3 Amps
2011 NEC 210.12 (A)
Arc -Fault Circult-Interrupter Protection.
Dwelling Units, All 120-volt, single phase, IS- and 20-ampere
branch circuits supplying outlets installed or devices In dwelling
unit kitchens, family rooms, dining rooms, living rooms, parlors,
lbrarles, dens, sun rooms, recreation rooms, closets, hallways,
laundy areas or similar rooms or areas shall be protected by
any of the means described In the NEC 2011 210.12 IAXU
through ((o)
2011 NEC 406.12
unite In
receptacles In are re
quired uired In dwelling
Tamper-reatstant p q
all areas as specified In 2011 NEC 4O6.12(A) through (C).
All 125-vclt, 15- and 20-ampere receptacles.
Florida Building Code 5th Edition (2014) Energy Conservation
C4O2.4.8 Recessed lighting.
Recessed luminaires Installed in the building thermal envelope
shall be sealed to limit air leakage between conditioned and
unconditioned spaces. All recessed luminaires shall be IC -rated
and labeled as having an air leakage rate of not more than 2.0
Orin (O,e44 L/s) when tested In accordance with ASTM E 283 at
a 1.51 per (15 Pa) pressure differential. All recessed luminaires
shall be sealed with a gasket or caulk between the housing and
interior wall or ceiling covering.
BUILDING DATA 4 DESIGN PRESSU
PROJECT/NAME
ADDRESS:
LITEPLC RESIDENCE
2OI6 N.W. LAUREL OAK LANE
PALM CITY, FLORIDA
ARCHITECT
ALL PRESSURES CALCULATED WITH THE
I. WIND LOADS BASED ON FLA, BUILDING CODE 2014 8, WALL ZONE (f
(5TH ED TION) 4 ASCE 1-10, AND 2011 N.E.G,
2, BUILDING DESIGNED AS: ENCLOSED OPEN S. GARAGE DOt
3. MEAN BUILDING HEIGHT: 13 FT, ROOF PITCH: 5 /12 10, LOADS: FLOI
INTERNAL PRESSURE GOERCIENT +/- : 0,16 ROt
4, WIDTH OF END ZONE: 4' 11. SHEAR WALL:
WIND SPEED: 110 MPH 3 SECOND GUST YES X NO
5, RISK CATEGORY 1-1. ASCE -1 12, CONTINUOUS I
F,B.C. TABLE 1604.5 II YES X NO
6. EXPOSURE CATEGORY: C ADJUSTMENT FACTOR: 1.45 13, ARE COMPOi
1, COMPONENTS : CLADDING WIND PRESSURE ON: YES X NO
ROOF ZONE (PSF): U +24,5 / -38,5 14. SOIL BEARIN,
2) +24.5 / -61.8 3) +24,5 / -100.2 PRESUMPTIVE
15, TYPE CONSTI
•ALL ZONES CALCULATED FOR WORST CASE SCENARIO, l
TOP PLATE OR WOOD
BM. - SEE PLANS
EXIST, reseure treated full length stud
BLK. WALL ;; against 8" x 16" column block, with
precut etude adjacent. Attach all
etude to poured column block with
1/2" x 8" Hfltl Kwik Bolts, or equal, at
24" o,c,, Use Palm Beach County
;;�- -- 3" x 3" x 1/4" steel washers at each
bolt,
EXIST,
BLK. WALL
,
EXIST,
Pressure treated full length stud
against 8" x 16" column block, with
precut etude adjacent. Attach all
etude to poured column block with
1/2" x 8" HIM Kwik Bolts, or equal, at
24" o.c- Use Palm Beach County
3" x 3" x 114" steel washers at each
bolt.
[---_____---•7--------------------1
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Can Light
cable tv outlet
ceiling fan
dimmer switch
outlet
6
outlet up -en
wP�,.�{,l
LLY
switch
$
Panel
Panel
m
n
GENERAL ADDITION NOTES:
•THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE
EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION
BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR).
-OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION.
-EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE
VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR)
EXAMPLE: EXISTING SOFFIT MATERIALS, EXTERIOR FINISHES, TRIM
MATERIALS, ROOFING MATERIALS, FASCIAS, ETC,
-OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS PER SUBDIVISIONS ARCHITECTURAL REVIEW BOARD.
•M,A. CORSON a ASSOC, INC. SHALL NOT BE LIABLE FOR ANY LOSS,
DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES.
*CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS
OR EASEMENTS ARE ENCROACHED. (OWNER, a OR
CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS,
EASEMENTS, LOT COVERAGES, ETC,)
5/5" STUCCO ON _
i Lm�t
5TH EDITION FL. BUILDING CODE (2014) FOR
EXISTING BUILDINGS
SUMMARI':
THE ALTERATION AREA HAS BEEN
DESIGNED TO: LEVEL 2
• Section 502 Repairs of the 5th Edition FBC (2014)
Existing Buliding
• less than 509 of the aggreregate area
• The lateral-force-reslsting system of the existing
structure is adaquate to withstand any new lateral
loads of the new addition per Section 801(o of the
5th Edition FBC (2014) Existing Buildings,
• The existing residence has hardwired smoke alarms and
the new addition shall be hardwired and interconnected
to the exist. system where accessible Per R314.3
5th Edition FBC (2014),
THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 8
Chapter 8 of the 5th Edition FBC (2O14) Existing Building
2014 FBC t CHAPTER 6 OF ASCE 1-14
AREA
Exist, AG 21"30 S.F.
Existing Porch
converted to A/C 213 S,F,
Total A/C
2463 S.F.
Exist, Garage
629 S.F.
NEW Rear porch
3O9 S.F.
Total NEW Non A/C 938 S,F,
Total Under Roof 3401 S.F.
• Contractors to verify all
footages
• All areas are calculated to
outside dimensions.
.;t,:•Fh°i.�Mk(iMAG1•� iitt,r,.,
�+Fi�FIF:n r.
ALL "MUFAC71 rgES
Fac ' cc C�oMa E
FOMINIONALLLq�S MUST
"l°EAMITE TREATMENT R � o�v POzi > cE
QUIREa
11,11 �pl Is mi "(1)
W
am
JCir
DATE : 08/10/17
DRAWN BY : ps me
CHECKED : MC
REVLSIONS :
ROUGH OPEITNO SCHEDULE
61_IDINC-4 CLASS DOOR:
AOD 1/2" ONTO S.G.D. MANUF. WV7N $ 114" 7O NT.
NOTE:
CONTRACTOR AND FRAMER TO VERIFY WINDOW MANUF.
SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO
VERIFY R.O. DIMENSIONS,
ROUGH OPENHNG SCHEDULE
WINDOWS:
FOR 2 x 6 BUCK - FOR 5/6" Q/1N0OW FIN ADD 2" ONTO
7/F 70 7/F FIN W107H $ NE/GN7. (VERIFY U// MANUF.)
FOR I x 6 BUCK - ADD 112" ON70 77F 70 7/1=FIN WlD714
i FIE/GNT.
EXAMPLE: 31" x 5'3" WINDOW SIZE - R.O. SIZE
3'3" x S Ems"
NOTE-
CONTRACTOR AND M45ON TO VERIFY WINDOW MANUF.
SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO
VERIFY R.O. DIMENSIONS.
SEE FOUNDATION PLAN
12" 1 05, BAR
CONT.
nucuNm EDGE 3/400®19000
12" x 12" CONC. BLK. COL, W/
4 05 BARS VERT, IN FILLED CELLS
ON 48"x48"x12" CONC, PAD FTG.
W/ e5 BARS a Fi" O.C. E.W.
2 PLACES
1 '
- - -- - -- - - - -
,
I I I I
L
I I
I
I N. I
1
I 1
I
12" x THK'D E
W/ 05 BAR C T.
I }1
I 18" LONG DOWELS OXIED
6" INTO/EXIST. FTG/./d 32" O.0
I I
I 4"(2500 P ) CONC, AB W/
in m I (ox8 10/ WWF ON IL. POLY I
VAP BARRIE ON WELL I
CO PCTED TE ITE TREA D
EAN FILL, ALT. FIRE IX
CONC.)
I I
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O E N.
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OIi Al
I 1
-�-
I 1 I I
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L
011 1101
12- O"
0
0
61
SH 25
3'I"x5,31,
SH 25
NEW NEW
2311 2� 3"
NOTE:
FILLED CELLS ON EA.
SIDE OF BOTH Of-NGSll
W/ 1 05 BAR VERT, -
SEE DETAIL
I
MASTOR SUITE
I
I
I
i
I
I 1
1
1 I
I
I W,1.S,
� ATTIC
ACCESS
�22" x 36"_ ;
MASTER
BATH
DEN/BEDROOM
-----
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I I
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'�VI
XIS��, 7
I I '
]SSTORY
I T—OyER
I I
I II
RESIDENC
EXIST I I
LAB U
FIX F I I E
I I
m
BREAKFAST
I I REMOVE 3 EXIST. SL. GL.
I �DRS., 2 ELK. COL.
LIVING ROOM
I I ,
1 I I
I
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I
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81I I
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ITY
l 1 of
i- BATH
Q
113 it III
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III/ o � II
2 GAR GARAGE
LL - JJ
BEDROOM *2
L.R.
Da --------------------------------------
1
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1 '
1
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04� d$�Q��xam
DATE : 08/10/1'1
DRAWN BY : 9 mo
CHECKED Mc
REVISIONS
HEADER 4 GIRDER SCHEDULE
SIMPSON ANCHORS
Hdr
O
Span
Gravity
Load/Ft
Header or Girder Type
UPLIFTS
LEFT OR REAR
MIDDLE
RIGHT OR FRONT
LET /
REAR
Middle
FR;,NT
Top
Bottom
Top
Bottom
Top
Bottom
1
18'
846
3 1/2" x 14" LVL
2-MSTA24
2-MSTA24
2
3
4
18,5'
II'
24'
330
825
215
5 1/4" x 14" LVL
3 1/2" x 14" LVL
5 1/4" x 14" LVL
3-MSTA24
HD15
HDIB
HD5B
3-MSTA24
MBHA5.50/14
HOZB
HD5B
5
Headers specified above to have two cripples each end, and one full
stud with (2) Simpson LSTA 18 staps attached per end.
Headers not specified above are to be 2 - 2 x 12 02 Southern yellow pine or better, mfnfmum 150 fb, Headers to have one cripple each and, and one full
stud with Simpson LSTA 18 stap attached per end. Assembly meet® uplift requirements of 1260" with 14 - 16d nails per end.
MARK
MAXIMUM
SIMPSON
MIN, NAILING/
ALLOWED
MODEL
BOLTS REQUIRED
PRODUCT
TO TRUSS
TO PLATE
UPLIFT
NUMBER
REMARKS
APPROVALO
A
415
H2.5
5-8d
5-8d
FL10456.3
w
B
360
4444
4-8d
4-8d
FL10456.3
G
455
H5
4-8d
4-8d
FLI0456.3
ryE
LL
D
1
5P4/b/8
6-IOd x 1 1/2
FLI0456.i1
E
1000
MT612
I -loci
1-loci
rL104r6,8
L
F
I 1315
ImrTAID
1-lod
1-IOd
FL10852,9
ry
G
1640
MSTA24
9-loci
9-loci
FL108529
S
H
I 3965
MGVHDU4
22-10ci
-5/8" bolt
2 min,
FLI1413.10
10980
HGT-2/HTT22
I6-I0d
(2) 5/8" bolt,
2-pIli
FLO8661
J
1175
HTSM16
8-10ci
4-1/4"x2 1/4" Tlten
ON I strap per truss
FLI1413,12
K
1450
META20
I-IOdxl I/2
OnIq I strap per trues
FLII413.9
L
1810
HETA20
14-I0dxl 1/2
Only I strap per truss
FL11413,3
p
M
2235
41ETA20
10-locixI 1/2
Onl I strap per trues
FLI1413,6
U
0
N
2480
DETAL20
18-IOdxl 1/2
Onl I strap per trues
FL11413,1
W
P
3610
HTT4
IB-IOdxl 1/2"
1-5/8" bolt
2-pl min.
FLI1496,6
,EQ
Q
3965
jHD75
MGT
13-7/8"
22-I0d
1-5/8" bolt
2- I min.
FL11473,10
R
3850
HD5
2-3/4" bolts
1-5/8" bolt
2-ply min,
FLI1496.4
S16480
bolts
-I" bolt
2-ply min.
FLII496.4
ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS,
NOTE: SEE LAYOUT FOR ANCHORS SPECIFIED, TABLE ABOVE IS FOR
REFERENCE, NOT ALL PRODUCTS ARE USED FOR THIS JOB,
NAILING SCHEDULE
EDGE
FIELD
ITEM
NAIL SIZE
SPACING
SPACING
NOTES
ZONE 1 4 2
• All Joints In roof decking shall be
19/32"
(ad round head
4" ox,
6" ox,
covered w/ min, of 4" wide self-
CDX
ring shank)
adhering polymer modified bRumen
ZONE 3
Roof sheathing
tape applied dlrectly
(ad round head
4" ox.
4" o.e,
to the sheathing (secondary water barrier)
ring shank)
Roof sheathing
8d round head
"
4ox.
N/A
Nall 2x fascia to true& ends w/ (2)
to top of fast!,
ring shank
16d nape (mint
15/32" COX
Wall sheathing
8d
4'' o.c.
6" e,e.
23/32" T4G
IOd
4" o
6" a.c,
Glue all plywood
Floor sheaths
.c.
(PL400 or e: ual)
Stud 40
2 x 12 header
16d
3 per header I
p ply
Top plate splice
16d
8 per splice
Plate overlap minimum
24", over I stud
Wall metal lath
14 ga., 1,5" leg. 3/4"
6�� C.C. along
Install lath per ASTM C-1063-99, .elf -
furring
crown staple,
diamond lath, Overlap paper
framing member
1 1/2", overlap lath I" min, at edges
Ceiling 4 soffit
6d x 1/4" head
6" o.c. along
Install lath per ASTM C-1063-99,
metal lath
roofing nails, 11 3/4"
framing member
High ribbed lath
min. embed.
I" min, overlapat.edges
5.
EDGE
v
O
O
®
® w
O
O
O
O
RIDGE
O
2
,�
O
0
4'
0 00
0 w
O
Q
OEll"'O
O
ROOF SHEATHING NAILING ZONES
LAYOUT 4 FRAMING DATA
ROOF SLOPE: 5/12
CEILING: 0/12
LOADING: 55 ,s.f,
OVERHANGS: 24 ins,
TAILS: Sol
Lj
Plumb
X
HEEL HEIGHT: verif ins,
DESIGN PARAMETFRS
CODE EDITION : P,B.C, 2014 (5TH EDITION)
OCCUPANCY CATEGORY:
11
EXPOSURE CATEGORY
C
BASIC WIND PRESSURE :
See schedule
ROOF DEAD LOAD :
15 per
CEILING DEAD LOAD
10 pef
UNINHABITABLE ATTICS W/O STOR,:
10 Pelf
UNINHABITABLE ATTICS W/ STOR.:
(PER F,S.C. R30L5)
20 psf
GENERAL FRAMING 4 ANCHORAGE NOTES:
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH
SIMPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT,
ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH
SIMI-SON MTSI2 UNLESS NOTED OTHERWISE ON LAYOUT.
TRUSS MANUFACTURER IS TO FOLLOW THIS LAYOUT FOR
PLACEMENT OF ALL TRUSSES AND GIRDERS, A SEPIA
OF THIS LAYOUT IS AVAILABLE FROM ARCHITECT FOR
TRUSS MANUFACTURERS USE. IF TRUSS MFGR CHANGES
THIS LAYOUT WITHOUT WRITTEN PERMISSION FROM ARCHITECT
THE TRUSS COMPANY BECOMES RESPONSIBLE FOR ALL
ANCHORAGE DETAILS FROM BEARING TO FOOTER,
LEDGER ANCHORING NOTES
LEDGrR NOTES FOR ROOF TRUSSES:
ATTACH 2 X 10 P.T. LEDGER TO BLOCK WALL WITH 1/2" X 5 1/2"
REDHEADS AT 16 O.G. STAGGERED, HANG TRUSSES FROM
LEDGER WITH SIMPSON WUS26 HANGERS
FILL 2 COARSES OF BLOCK FROM 9'4" TO 10'8"
SOLID W/ GROUT FOR LEDGER ANCHORING.
LEDGER NOTES FOR FLOOR TRUSSES:
R2ATTACH 2 - 2 x 8 P.T. LEDGER TO BLOCK WALL WITH 1/2" X T'
REDHEADS AT 16 O.C. STAGGERED, TOP CHORD BEARING
TRUSSES W/ SIMPSON H5 CLIP AT EACH TRUSS
Ibd TOE -NAIL
6 24" O.C. _
TON 114-All
TOP CHORD OF EXIST
SUPPORTING TRUSS —
VALLEY TRUSS BY
TRUSS MANUF.
N
51MP5ON MTSI2 STRAP
EA, SUPPORTING TRUSS
V14�I_I_hY hIh��10 III\1C»
NOTE: VERTICAL MEMEiERS MAY NOT NECESSARILY
LINE UP WITH TOP CHORD OF SUPPORTING TRUSSES.
HIP / RIDGE CAP TILES SHALL BE INSTALLED USING ICP ADHESIVES POLYSET AHI60 ROOF TILE ADHESIVE
APPLIED TO A MINIMUM 26 GAUGE PREFORMED METAL FRAME HAVING A 2" TO 4" WIDE TOP WITH 1/2" DIP IN
THE CENTER. THE FRAME STRIP SHALL BE SECURED TO A MIN M/32" THICK PLYWOOD DECK USING 1 1/4"
LONG, II GAUGE HOT DIPPED GALV. ROOFING NAILS AT 6" O.C. ALONG EACH SIDE. PRIOR TO INSTALLATION
THE HIP / RIDGE TILES, METAL FRAME AND FIELD TILE JUNCTION SHALL BE WATERPROOFED BY APPLYING
A BEAD OF POLYSET AHI60 ROOF TILE ADHESIVE OR POLYPRO STORMGHECK ROOF TILE ADHESIVE ON
BOTH SIDES OF THE METAL FRAME, THE HIP AND RIDGE TILES ARE LAID ON A BEAD OR PATTY OF
ADHESIVE APPLIED DOWN THE TOP OF THE PREFORMED METAL FRAME. (SEE OP PCLY5ET AH-160 SPECS
FOR PATTY SIZE, NOA 16-0315.OU
26 GAUGE G-90 PREFORMED
METAL CHANNEL FASTENED 6"
O.G. WITH APPROVED ROOFING
NAILS, ALL METAL TO BE FREE FROM ANY OIL OR ANY SUBSTANCE
TO INSURE PROPER ADHESION,
FIELD TILE ON MINERAL
SURFACE ROLL ROOFING
PER PLAN ON 5/8" CDX
PLYWD, SHEATHING
APPROVED
ADHESIvE
CEMENT
MORTAR
NO SCALE:
-Rrn� U`01F PLAIN
R/4"g, I "(09v
go
W
DATE OS/10/11
DRAWN BY: ps me
CHECKED : MC
REVISIONS :
STUCCO
12" ELK. COL.
6" SMOOTH
CCO
TRIM
+/- 2B" DIA. DECOR. �\
LOUV. GAE5LE VENT -
MATCH EXIST.
Verify - 12I
Exist.
CONG. TILE ROOF
MATCH EXIST,
i
NEW S . GL. DR.
PORCH ADDITION .I
E NEW ADDITION
S'l 1/4" B.H.
8'11/4"B.H.
OHO" FIN. FL.
z Li 6
Z m - z
W Y
r p ryry} p 0 E m
N 111 9 m N %
Oa W dz 0-03 9
z zz e m m m z o
N
m w'f 0 y U o=
U i Q E m U 0 3 3
DATE : OB/10/1-1
DRAWN BY: ps me
CHWEED : Mc
REVISIONS :
STRUCTURAL NOTES
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK. M.A. CORSON 4 ASSOC, INC. IS NOT RESPONSIBLE FOR THE
MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS
AND PROGRAMS.
CODES AND STANDARDS
I. WIND LOADS ARE PER 45CE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A
SU
110 MPH WIND SPEED (3 SEC GUST), EXPO RE C, 0,0
INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE), 0.18 IMPORTANCE FACTOR, AND BUILDING CATEGORY II,
2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:
A. FLORIDA BUILDING CODE 2014 (5TH EDITION)
B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05)
D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (AOI 315-99)
E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/1991 EDITION.
3, ARCHITECTURAL AND MECHANICAL DRAWINGS:
A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES
PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE, THE
GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS
TO PROPERLY CONSTRUCT THE PROJECT.
B, BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE
ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT,
C, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH ANY WORK.
4. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN,
FOUNDATION
I. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF,
2. TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-0" BELOW EXTERIOR FINISH GRADE.
3. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE
EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES,
UTILITIES, PIPING, ETC,
4. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF Ep(ISTING
FOUNDATION OR STRUCTURES.
5. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED
ON DRAWINGS,
6. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND
COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH
THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT C14
ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.
WOOD
I. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE".
MOISTURE CONTENT MUST BE le% OR LESS. STORE WOOD FRAMING
ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION
2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES "2 GRADE OR
APPROVED EQUAL, ALLOWABLE DESIGN STRESSES SHALL FOLLOW
NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION).
3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH
AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER
IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING,
ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER
SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO
ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED
LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO
ASTM AI53 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE
A CLASS RATING PER ASTM 6695 NO LESS THAN 55. ALUMINUM NOT
TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER,
4. PLYWOOD SHEATHING:
A. ROOF: USE 19/32" APA 40/20 RATED, EXP- 1, PLYWOOD SHEATHING.
B. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS.
USE 8'- O" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING.
STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG
PANEL EDGES AND END JOINTS,
5, WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING
MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS,
TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE
RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL
LENGTHS ABOUT THE JOINT LINE. USE SIMI-SON STRONG -TIE CONNECTOR
PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED.
WOOD TRUSSES
I. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR
BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF
FLORIDA, SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE
SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL
TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT
REACTION
2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH
THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD
TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (ISSIEDITION).
BRACING IN THE PLANE OF THE WEB MEMBERS:
A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL
BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED.
B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2"
THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS.
C, A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH
VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS.
3, THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING
SPACED AT 8'-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES,
IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4
9 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED
AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END, IF
BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED
AT 20-FOOT INTERVALS.
4, DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS
ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS
WITH TRUSS LAYOUT PRIOR TO ERECTION.
5, TRUSSES SHALL BE MANUFACTURED t DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN
SPECIFICATION(s) FOR WOOD CONSTRUCTION, AF ! PA, AND NATIONAL DESIGN STANDARD
FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-1955, AND THE
LOCAL CODE JURISDICTIONS,
6. DO NOT OVERLOAD TRUSSES WITH BLDG MAT'LS,
Z CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER
AND SHALL MEET OR EXCEED ASTM A6S3/A653M REQUIREMENTS FOR STRUCTURAL STEEL.
CONCRETE
I. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS:
A, A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS,
B. SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 INCHES MAXIMUM.
C. CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT.
D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0,55,
E. JOBSITE WATER SHALL NOT BE ADDED.
2, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY
ACI SPECIFICATIONS,
3, ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF A01 318 FOR
TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO,
LAP ALL WWF A MINIMUM OF 12 INCHES UNO.
4, ALL HOOKS SHALL BE PER ACI 318 HOOK REQUIREMENTS BUT NOT
LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO,
5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185. PLACE WELD
WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE
AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O,C.
6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH
STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615
GRADE 60,
1, AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS,
PROVIDE MATCHING HORIZONTAL BARS X V-O" BENT BAR FOR EACH
HORIZONTAL BAR SCHEDULED AT EACH FACE.
MASONRY
1, MASONRY UNITS SHALL BE
A. LOAD BEARING ASTM C SO, NORMAL WEIGHT, AND SHALL BE LAID IN A
FULL BED OF MORTAR IN RUNNING BOND (UNO),
2, THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS
CALCULATED IN ACCORDANCE WITH ASTM CI314,
3, ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS, C210 TYPE M
OR S ONLY.
4, GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS. C416
AND HAVING A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI
5. PROVIDE 8"x8" MASONRY BEAM WITH I •5 CONT. AT EVERY WINDOW SILL.
EXTEND BEAM 8" BEYOND EDGE OF OPENING.
6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT (9 GA,) AT 16" O.G. VERTICAL IN ALL MASONRY WALLS
PROVIDE DOVE TAIL
SLOT ANCHORS AT CONCRETE COLUMNS.
GENERAL NOTES:
Contractor, subcontractors, material suppliers, etc, shall make
themselves familiar with the contract documents and shall verify
all dimensions, conditions at jobsite, plans, specifications, etc, as
applicable and report any discrepancies, errors or omissions to
the architect prior to any work being performed, otherwise we
assume no responstbllitg for any errors and the contractor,
subcontractor, material supplier, etc, shall assume full responeibllity
for errors and/or delays and correct them at their own expence
Changes, revisions, or alterations not made by this office In writing
only, will fully, unconditionally and totally release the architect, Its
employees, consultants and design professions, from any and all
responslbl lity.
The architect has not been retained for the supervision or the
administration of the execution of the work OF this project.
Each contractor shall be responsible For construction means,
methods, techniques, sequences, and procedures for safety
precautions and shall comply with the requirements of O.S,H.A,
all applicable building codes and all governmental
agencteshaving Jurisdiction,
Each contractor shall make all arrangements For, obtain and pay
for all permits, tests, inspections, and approvals required for his
portion OF the work.
All work shall be guaranteed for a period of at least one year
from the date of acceptance.
Stucco shall be two coats approximately 5/5" thick applied to
masonry, 3/4" thick applied to metal lath. Lath shall be flat
expanded diamond mesh galvanized, paper backed, weighing
not less than 3.4 pounds per sq, yard.
Glass shall be float, tinted with shading coefficient of ,11 cat,11,
3/16" tempered for operable glass doors. Tempered glass shall
comply with ANSI-Z S LI (all glass at showers/tubs to be tempered).
Caulking using Tremco or eq. silicon -type products shall be
applied at all Junctions of wall and window and door frames with
abutting wall surfaces to provide a weathertight water-resistant
Installation.
ELECTRICAL NOTES
Electrical contractor shall comply with the N,E.G, and all
applicable codes or authorities having jurisdiction.
Electrical contractor to coordinate exact locations of all hvac
equip. 8 It's loads w/ mech. contractor before roughtng-In for
proper power and wiring control layout and Installation.
All outlets, switches and light fixture locations to be verified
by owner on walk-thru with electrical contractor,
Provide outlet for security system at owners option.
All 110 V, 10, 15 and 20A. receptacles installed outdoors and in
bathrooms shall have ground Fault circuit interrupter.
Unless otherwise noted, minimum size wire shall be 012 "AWG",
excluding control wiring.
Smoke detectors to be powered by house electric service w/
battery back-up, Visible "Power on" Indicator and a test button.
VerlF9 all conductors and breakers w/ egtup, manuf, specs,
All elect, switches shall be 48" a,f,F, unless otherwise noted.
All receptacles shall be 12" a,f.f, unless otherwise noted,
A/C NOTES
It shall be the responeibllity of the A/C contractor to produce
an operational system In accordance with these drawings.
The A/C contractor shall furnish Installation details and schematics
of all equipment to others who connect to the A/C equipment.
I.e. Electrical and Plumbing contractor,
Ductwork shall be I" thick fiberglass w/ taped Joints unless noted
otherwise.
Provide condensate overflow pans under all units Installed above
ceiling.
Provide adjustable, opposed blade dampers at all diffusers.
Provide adjustable extractors or splitters at tape Into ducts or
where ducts change directions.
Airconditloning supplier shall guarantee the complete system, parte
and labor, for one year after first operation. The compressor shall
be guaranteed for an additional 4 years, parts only after first
operation.
Install filters at RAG's. Provide eae4 access to Filters,
Refer to energy calculations For A/C unit SEER requirements.
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS)
COVER W/ STUCCO t
CAULK JOINTS
CONT, BEAD OF DAP L
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ. ;
BEHIND FIN OR FLANGE l
CONNECTION BETWEEN
WIN, FRAME < STUCCO. ;
ALUMINUM WINDOW
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF, SPECS)
COVER W/ STUCCO 4
CAULK JOINTS
;
CONT. BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ. ,
BEHIND FIN OR FLANGE t
CONNECTION BETWEEN
WIN. FRAME < STUCCO. ;
ALUMINUM WINDOW
5/5" STUCCO
FINISH - MATCH EXIST,
IOd a 4" O/C
5/8" CDX PLYWOOD
1AF
ATTACH LADDER TO
TRUSS TOP CHORD
W/ 2-16d NAILS a 24"
2" X 4" BLOCKING CEt TWIREC
PLYWOOD JOINT,
ATTACH BLOCKING W/ 3 16d
TOENAILED OR 2- 16d NA
END
BENEATH
EACH
i
NOTES:
CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL
FTG, W/ TRUSS MANUF,
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES
AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION
CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR
EASEMENTS ARE ENCROACHED
REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE
PROCEEDING W/ WORK
• TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS
• ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY
SHALLPRESSURE TREATED BE PRE RE RE ED
ALL FRAMING (WALLS d ROOF) LUMBER TO HEMFIR Fb
1000 MIN,
FILLED BLOCK CELL OR
POURED CONC. COL. -
SEE PLANS
ALIGN 2x6 P.T. BUCK W/
EDGE OF BLK. WALL e
FINISH W/ 3/4" P.T. FUR
STRIPS d 1/2" DRYWALL
2x6 P.T. WOOD BUCK
'ANCHORED TO CONC. BEAM,
SILL t WALLS W/ 1/4"x3 1/4"
TAPCONS (STAGGER) SPACE
a 12" O.C. < WITHIN 3" OF CORNERS.
(MIN. 1 1/4" EMBED.)
COMPOSITE OR
POURED CONCRETE
TIE -BEAM - SEE PLANS
ALIGN 2x6 P.T. BUCK W/
EDGE OF BLK. WALL E
FINISH W/ 3/4" P,T, FUR
STRIPS 6 1/2" DRYWALL
COAT ENTIRE BLK. OPN'G. W/ VULKEM
350 SEALANT FOR WINDOW FLASHING
PER 2014 F,B,C, (5TH ED,) R103.8 (1.4) SET
2x6 P.T. WD. BUCKS IN BED OF VULKEM
116 LIQUID FLASHING OR EQ, SEALANT.
ANCHOR BUCKS TO CONG. BM.,
SILL t WALLS W/ 1/4"x3 1/4" TAPCONS
(STAGGER) SPACE a 12" O.C. 6 W/1 3"
OF CORNERS. (MIN. 1 1/4" EMBED.)
COAT FACE AND RETURNS OF BUCKS
W/ VULKEM 350 SEALANT OR EQ. ATTACH
WINDOW THRU BUCK W/ 1/4" TAPCONS
AT EVERY HOLE OR PER MANUF. W/
1 1/4" MIN.
PER 2014 F.B.C. (5TH ED,) R1O3.8 0.4)
INSTALL PER FMA/AAMA 200-12
WINDOW INSTALLATION SPEC.
_WOOD SILL W/ SKIRT TRIM
VERIFY DESIGN W/ OWNER
6" MIN, POURED CONC. SILL
W/ 1 05 BAR W/ 6" HOOK
BARS INTO FILLED GELLED
WALL BEYOND (TYP. ALL
WINDOWS)
�00®� 9(f'j100
2" X 4" LADDERS a
24" O/C
10 d NAILS r 4" O/C
® FLASHING
2-16dNAIL519
EACH LADDI=R EACH SiDE
FASCIA
2" X 4" CON'T,
2x4 BLOCKING BETWEEN
LADDERS NAIL W/
2-16d NAILS
— 5/8" stucco on p,b, metal lati1
on Tyvek vapor -barrier on 1/2"
cdx plywd, sheathing,
15" RAKE J
:
EXIST. BLOCK WALLS
4 CONC. TIE BM. TO REMAIN
x8" FILLED CELL OR r
POURED GOLUMN�W/I�5
BAR EPDXIED 4" MIN.
INTO EXIST. BEAM
JI
IST. BLOCK WALLS'
TO BE REMOVED'
POURED CONC.
SILL W/ 1 05 BAR - EXTEND
WALL CELL
NOTE:
OMIT FOR FRENCH OR
SL. GL, DOOR OPNG'S.
24" LONG •5 DOWEL EPDXIED
4" MIN. INTO EXIST. FTG.
EXIST. GONG. SLAB
t FTG.
LK./OO PN,G. DETAIL/-"=
ROOFING,,,
Concrete roof tiles over hot mopped SO*
granular roofing, over 300 felt paper
tin tagged to 5/8" cdx roof sheathing on
engineered wood roof trusses at 24"o.c.
The first course of roof sheathing at save
Should be nalled and glued. and should be
a full 4' width,
EAVE,,.
I x 3, 2 x 8 Rough sawn cedar Faecta
w/ cont, metal drip edge.
(MATCH EXIST,)
g{ 9'1 1/4" B.H,
(MATCH EXIST,)
Soffit.,,
STUCCO - on high
rib mil. lath
(MATCH EXIST,)
O'O" FIN, FL.
30" O,H,
1122 r
510
5/8" STUCCO ON HIGH -RIB
P.B. METAL LATH
\_ENGINEERED WOOD BEAM
BOXED OUT TO 12". 5/8" STUCCO
ON P.B. METAL LATH ON 5/8" PLYWD.
ON 2x BLOCKING - SEE PLANS
c==r
u - u
u u
n "
5/8" STUCCO ON 12" x 12" CONC,
BLK. COL, W/ 4 - 05 BARS VERT.
IN FILLED CELLS. HOOK BARS AT
„ BOTH ENDS,
o,
„
U
"
FOOTER,,,,
TYP. PORCH FTG, 12" x 12" W/ 1 "5
BAR CONT.
FOOTER....
BLK, COL, ON 48"x48"xl2" GONG,
PAD FTG. W/ 05 BARS w b" O,G. E,W.
Giiiiu7:000
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DATE OS/10/11
DRAWN BY : ps me
CHECKED : me
REVISIONS :
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BUST. SERVICE FEEDER: 200 AMP
EXIST. PANT -I SIZF= (1) 42 CIRCUIT
+•+
++
• •
••
TOTAL WATTS- 3428S Watts
•-. 10,000 Watts
A/C HEAT* 1009- 11,500 Watts
s �I
TOTAL WATTS
DIVIDED B-f- • VOLi v
toil NEG :210J2 (A)
Arc -Fault Circuit -Interrupter Protea-tom
Du+iltrg units. All LID -volt, single .phi, ITS- and 24-ampere
branch elrr. its suppiytrrg t2iitiets installed or devices ':n dwealling
unit jkitchana, Family rooms, dinina rooms, living rooms,,. parlors,
llk:wAries, dean, sun rooms, raecreaticn rooms, closets, halWays,
taundy areas or similar rooms or was ohali ba protected by
.aag of the means dascr€bad In the NEC 20i1 2IO.t2.(4XI)
through (bJ
201
1 N..0 406.12
Tamper`rasietant raceptaalas In are required in dwelling units in
all areas � specified; in 2011 NEC 40s.i2(A) axrough YCT.
All M5-votti5- And 20-ampere tact .
, ,. recap as
Florida Sul€ding Code Sin Edttion W14) Energy Conservation
C402.4.$ Recessed lighting,
Racesaed luminaires instated to the bulkting tharmal envmtope
shall be led to )unit air leakatie o� ccrdtton and
uncoraiittared spaces. All recessed luminaires shah be 7C-rated
and labaiod as having an air €aarcx-je rate Of not more. than 2,0
arm (O.S44 L/s) den tested to accordance with ASTM E 2s3 at
a 1.5T par (15 Pa) pressure dlfferertiaL All . lumrralres
stall be aerated untn a gasket or czulk btrtausen the hdiasfrg. are
interior wait or eas;Ito oou�sing.
IBULZ)ING DATA t CSSi N FRESSUR;= SCHEDULE
PROeGT1NAME
LITEPLO RESIDENCE
M.A. CORSON 4
,ADDRESS.
2016 N.W, LALPEL OAK LANE
ARCHITECT
ASSOCIATES, INC.
PALRM'CI9Y, FLORIDA
ALL PRESSURE$ CALCULATED UUiT1,4 THE FOLLOWINCz::
1.
WIND LOADS BASED ON. FLA. EUlt-Z4KG CODE: 209
6. WALL ZONE (PSF)_ 4) +42.4.. /..-46.0
(aT�4 EDITION) 4 A5GE T-10, AND 2011 11.£.C,
S) H42.4 1 -56.1
2,
BUILDING D€SIGN£D AS: `ENGt..OSED OPEN
S. GARAGE'E'DOOR !PSF): N/A
B.
MEAN BUILDING HEIGHT= t3 FT. ROOF PITC141 5 /12
101 LOADS: FLOOR 60 PSF
INTERNAL PRESSURE cosFice T +fi it we
ROOF/DEAD 15 PSF ROOF LIVE 30 PW:
4.
WIDT 4 OF END ZONE: 4'
it. SHEAR WALLS CONSIDERED FOR STRUCTURE?
WINS? SPEED: 110 MPH 3 SECOND. GUST.
YES x NO
S.
RISK CATECaORY 1-1, ASCE 9
iz cotrnNuout8 LOAD PATH PROvID£Di
F.B.G. TABLE 1604.E7 11
Yes X NC.',„�,_
6,
EXPOSURE CATEGORY: G ADJUSTMENT FACTOR: 1,45.
11 ARE COMPOI,,18SI 4 CLADDING DETAILS PROViD£D4.
'T.
COMPONENTS s. OLADINNGs WIND PRESSURE ON: �'-
YES. X ND
ROOOF ZONE (P5Fh U +24,5 / -35.9
€4, 501L BEARING CACAPACI'iY:. Zoo P$F
2) +24.5 ! -61.8 3) +24.5 :/ -100.2
PRESUMPTIVE= BY TEST: X
_....
15. TYPE CONSTRUCTION ETASL£ HOi2 I's
ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (!Ci S.F. EFFECTIVE WIND AREA)
—TOP PLATE OR WOOD
51M. - SEE PLANS
EXIST reasons treated full €ergth stud
SLK i WALL avTnat 8" x 16" column black, with
precut studs adjacent Attach all
studs to poured column block with
1/2" x S" Hiiti Kwik Botts, or equal, at
e
24" a.c.. Use Palm Beach County
;d 3" x 3" x 114" ste si Washers at +sash
bolt.:.
Pressure treated full Ierlceth a+,.ud
EX€ST. agalrist 5" x I,&" column block, With
E3L€<, tYALt?; ,s ptecut studs adjacent, Attach all
studs to poured column block with
;a 1/2" x Sn HAT Kwik Bolts, or equal, at
e
24" a<c.. Use Palm Beach Couretg
_ 73"X 3" x 114" stest washers at each
P! boltr
err tea- y u'a
AME TO
AN
il.. :.LL L ]].0
j
cTRiGAL L£c I
ELECTRICAL S7't-WL
n Ltght -
cabiar tv "tiat (r '
ostfilne fan
dimmer "I'LLch.
tow
I ou;:la:t wp-gfi
E.swttch
Panai
F anal
I
N0
*THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE
EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION
By OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR).
*OWNER AND/OR CONTRACTOR (SUS -CONTRACTOR) SHALL 2 OT€h"'"
ARCWITECT OF ANY DISCREPANCIES PRIOR 70 STARTING
CONSTRUCTION.
EXIST
ING N G CONDITIONS ON
ADDITtON51R OVATIONS AR
E RE TO BE
`+`ERiFIED BY OWNER AND/OR CONTRACTOR (6UB-CONTRACTOR)
EXAMPLE: EXISTiNG SOFFIT MATERIALS, EXTERIOR FINISHES, TRIM
MATERIALS, ROOFING MATERIALS, FASCIAS, ETC.
+Ci1lNER AND/OR CONTRACTOR (61.IE3-CONTRACTOR) €5 RESPONIS15LE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REV€EW'.3OARD.
-M.A. CORSON 4 ASSOC, INC. SHALL NOT BE LIABLE FOR Ame LOSS,
DAMA 7E OR INCONVENIENCE ABR15IN6 FROM INACCURACIES.
+CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS
OR EASEMENTS ARE ENCROACHIED. (OWNER, 4 OR
CONTRACTOR, IS RESPONSIBLE FOR PROVIDINGz SETBAC<a;
EASEMENTS, LOT COVERAGES, ETC.1
Sla" S`ri coo ON °
TH EDITION FL.. IBULDING CODE (2014) FOR
EXI&TING BUILDINGS
THE ALTERATION AREA HAS BEEN
rJ' S916NED TO: LEVEL 2
• 5ection 602 Repairs of the 5th Edition FBC (2014)
Existing Sulidlng
•i q than 50 < of the agerereeate area
• The laterA€ fcrrzrs rczdtati 59tem Or the esxistin
structure 1e adaquate to wfti stand " new lateral
toads OF the new addition per Sections S016, of the
5th Edition FBC (2014) Existing Buddies$.
The exletirs residence has harduired smoke alarm and
the now Addition $hall be harowired and Interconnected
to the exist, "tom where accessible Per R3€4.3
54h Edition FBC (2014).
THE ADDtTiON HAS BEEN DESIGNED TO: CHAPTER a
Chapter & of the r7th 'edition FBC (2014) Existing Building
s 2014 FBC a CHAPTER 6 OF ASC E 1-14
AREA CALCULATIONS
Exist, AC ,
ExlstIrg Porch
converted to A/C 27S S.F.
Total A/C
2463 S.F.
Exist. Garage
6212 S.F.
NEWRear porch
309 S.F.
Total NEW Non A/C 935 5.F.
Total Urroder Roof 3401 S.F
Contractors to verify all
footages
* All areas are ca€cul"d to
outside dimensions.
r (4 >
't}
UZ.r'a�.2:�
_
s
z 4 Z d
0_Q C,g 0n
j:
d UM "4
4