HomeMy WebLinkAboutBuilding PlanProduct Review Affidavit
St Lucie Count-,,,,, Public Works Departn'ient
Code Conipliance Division
The follo-wing products will be installed in the stnicture located at
�L-1
Buildii-la Permit 4
Owners Nan-ie-MORGAN RESIDENCE Owner's Address PALM CITY , FL.
Contractor PAULEY CONSTRUCTIO(Nontractor's Address STUART FL. 34990
Product
-,"Product Rated I Manufacturer 1-Model Numberl Method of Attachment
Windows
F.111 hi lite raled ivind design pressures lisfed ky the inanufacturerfor each product listed
1 st Choice
+49.9
PGT INDUSTRIES
INGUMM S. H'
USE 1/4" TAPCON SCREWS 6" FROM C
12" O.C. AROUND
49.9
01
Mullions
PGT INDUSTRIES N.O.A. 06-0125.08
SEE DETI, SHT. A-7
Fixed Glass
+80.0 P.W. 701 IMPACT USE 1/4"'rAPCON SCREWS 8 1/2" FROM
I St Choice PGT INDUSTRIV 1111O.C.AROUND
-80.0 RESISTANT
Skylights NOA # 03-1105.01
Glass (other)
Butt Glass NA
Glass Block
Sliding Glass Doors
1',t Choice NA
2.11d Choice :w;.,yt*
Swing Ty e Doors
I P
I st Choice
+75.0
-75.0
PGT INDUSTRIES
VMEIINUn jj""K USE 1/4" TAPCON SCREWS 6" FROM C1
Swinging Aluminum 12" O.C. AROUND
,
FD-101
2nd
Series E) Wing
NOA06-0807.4F-'
IMIPACI RESISIANI
Clv,erhead Garage Doors
1 st Choice
+46.0
-52.0
WA YNE
DALTON
8000,8100
NOA06-0921.04
1/4" X 4" TAP CON SCREWS 9 12"OC. / 4"
FROM EAC CORNER / 11/4" EMBED.
2nd Choice
CORP.
Ptoofing Material I
Asphalt,,Tibei�glass
Metal
Other
HANSON ROOF
CEMENT TILE
NOA. 02-0709.04
I have reviewed the above components and cladding, and have approved their use in the structure to
provide adequate resistance to the wind loads and forces specifiedAy current code provisions.
-101%
Narne: V,.A L Si-platilre
Design F117111 Cert.
Date:
AND
MJI]
ORN RS AND
WRK
�OMECTIONS
I
44,0 A�
M1,
CTORS THAT
y -S TO
CODM
St. Lucte Cunt-v
Building and Zoning Department
2300 Vh°giuia Aventie
FoiI Pierce, FL 34982
772-462-1553
Design Cei-tification fbi. Wind Load Compliance
This Cerfification is, to be completed by the project design architect or engineer. This� Certification must be subimitted with aft
applications f-br bw1ding pe-rinits im-oh-u-ig the construction of new residence (Slikgle or multi- fimffly)7 residential addition, any
accessory, stnicturt rtq1-tiring a budcling periluit, and any nonresidential stnxr are. This Certification shall not apply. to interior
renovaticrus (t3rovided that no stractmal walh, columns. or other "Miu,hu component IS beULIZ effected) and CeVaift other nimor building
pen -nits- Far filf-d-lef assistance7 please contact the: Building In.sper-rion Offi,.e at 462-1553 or 4621-21.72,
Project Name
MORGAN RESIDENC
L Oft -ice U-se 0111V
St -feet Address, 12823CINNAMCONWAY
Permit 2'itrail er
FALM CITY, FL.
occupancv'l�ype
Constnxdoll Type
Certificatton Statement:
I certif y that, to the best of iny knowledge and. belief, the'se plans, andspecifica-tions lun�e been de.sdgliedto
comply with the applicable stnictural portion of the Building C:odes currently adopted and enforced by St. Lucie
Comity. I also certify that structural elements depicted on these phans pre'vide adequate ressistance to the k�uind
loads and forces specified by currcait code provisions.
Desi n Parameters and Assumptions Used: (Please cues.: gar complete the appropriate box,)
1. Florida Bijiidillg-'Cl o e 0 dition ✓ ASCE 7-,98 o-L,
& 06 AMMENDMENTS
_Cen Building
Enclosed e, 11 S Partially Enclosed
3, Building Height: 221-1111 4. Wind Speed Used in Building Design: 140 3 second gust
5. Wind Exposure Classificition (refer to exposure tiles in, Builcling Code identified in Line *4): C
6. Ai,7erage Wind Velocio.7 Pressure on Exterior Faces of Structure PSF
7. Peak Wind Velocity Pressure an Exterior Faces of Structure PSF
S. linportance."'Use Factor (obtain from Building Code). 1.0
9. Loads: Floor N.A. PSF RooUdead 34 PSF Roof./live 20 PSF
10. NVere Shear Walls Considered for Structure (check one): Yes No (if No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes No (if No,,, attach explanation)
12. Are Component and Cla c1ding Detail Provided (check one): Yes Z-No _-(if No, attach explanation)
13. INjiniinurri Soil Bearing Pressure: 2500 PSF
As witnessed by my seal.. I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: <'-21 I �, � �j I Ceitification #: ye 4a [Seal Here]
Design Firm. Date; /01�-
SLCCDVFon-ntr 010-00 rev. 10/5.-"05 ding
'-w
Lv
o7o7-
SI ' LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR N
REVIEWED B __ Z
DATE
PLANS AND Pf 4F
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
CODE COMPLIANCE DIVISION
RESIDENTIAL PLAN REVIEW FORM
Job.Address PALM CITY , FL. Permit
ATTACHMENTS
`SLC'Wmd
Signed &7 Staled Dtalvings
FEC 106.1
Load Compliance Ceti,-
FBC 16503
Lot Sufvey (wFioh2a�Fbcr
FBC 106.1.5
SLC Product Review Affidavit
FBC 1609
Signed Energy Efficlencv Calc&
FBC 13-6 ✓
HVAC Load Calculations
FBC' 13-6
NA'
FOUNDATION
Foundirion Plan Matclies Survey
FBC 106.1
Intefior Beating V`alh,
FBC I 905?TRC 403
NA
Footing Details
FBC 1805,,FRC 403
CoInnin Pad3
'FB(--' 1805..'FRC 40;
Change In Elevations
FBC 1805,-TRC 403
NA,
Area Tabi itatioll
FBC 1063,J
INA I
STRUCTURA & - L SECTIONS DETAILS
C&S Nall Section
FBC Ch. 22 1 s``FRC` Ch. 6
Framed Wall Section
FBC Ch.2' 3FRC Ch. 6
Interior Be-arnig Wan.
FRC 602.4
NA
Frame ro Block
- Wall Deta I
FRC 602
B-ay NVindow Dc z a -it
FR(--" 602
NA
Window Seat Detail
FRC, 602
NA
Gable End Detail
FBC' -213043-4..
FRC 802. 1 O. 3
NA
Porch & Front Entn, - ExtefllDr
Ceiling,
FBC' Ch16
NA
Sheathing Sizes & Nailing
FRC 803
Fjite Wall Detail
FRC 602
NA
Banta Glaris Detail
FBC /2404
NA
Be'rjlllig lVall Headei Detail
FRC 602.7
Fire Place & Chiinnei7 Detalls,
FRC Ch. 10
NA
Windorx & Dooi Back Details
FBC 1714,5A
Tie B�a:ni at Change in Heights
FRC 606.1
NA
Beane Blceck 1Pouxed Tie Benin
FRC 60& 1
NA
Lintel Schedule
FRC 606.9
NA.
Glass Block Deuul
FBC' 1110
NA
Truss: Plan(s_c,4
35R2.
..2,
aio
nissmectrart
5.q
B106.1
NA
Wind Borne- Debri5 Protection
FBC 1609. 14
esigil ANind pre,.-�S;ures Sit opernligs
FBC I
MEC'HANICAL / ELECTRICAL/ PLUMBING
Dryef Vent Exhaust
FRC 1501
NA
ElectricalPhm- Load C-aics, Ris=r
NTPA 70A
Exhaust Fan Venting
FRC 1506
Pltunbing Riser Diagram
FRC' Ch. 30
AC Duct & Ret I
-um A r Phin
FBC 13-610,TRC 1602A
HVAC - Make, -Model & BTU's
FBC 113-6
77
INTERIOR
Egress
-,,,-!r
FBC
FrcantDDor Size ('36" X 6'QQI-)
FRC 3' 11. 4.22
NA
Accessible Bath Bedroom Door
F13C 106-3.5 & I I - I 1 (1)
Smoke Deter- tcvi,
E13C 106.35'FRC 313
Attic Access 30- mill.)
FRC 80:7
NA
Staif;HandraiL,`Gtlardrail Derails
FBC 106.3. 5;TRC 311-5
XA
I st Review Date el hid Review Date I?
Plans, Exaniiiier Name
RV11*7= i.-31.:r$6 BY 01M
Siu lature
�.11
Final Review
REVIIJEWED FOR STRUCTURAL REQUIREMENTS
AND CODE COMPLIANCE
�N
a
O
o
z
C
U
Ralph Rujis P. F. 64117 ro
9620 171 RD.
Jupiter Fl. 33478
#561-746-8620
U
TRACT L-17
DRAINAGE EASEMENT
q�5
0�
066 5/
cS,
SET IB
SET IB
UNIT 34
UNI T ss
NORTH
400
PROPOSED ENCLOSING
EXIST PATIO
NEW
SET IB
e
° d n
POOL
e
°o 0° ° a
d �
e
I `d
d ?
d � o
a ° EXIST ONE STORY DWELLING
°
ZONE 'Y = 12. 55NGVD.
a ° a
°
9
cV
POOL o
EQUIPMENT
6' CBS
WALL
b 20
a °
COVERED
° ° e
Q ° ENTRY
°
0' 4' CBS
so °d a WALL
0
Q c
6' CBS
WALL
7�°
A = 40 54' 32"
R= "0.00'
L = 79.11'
FND 3/4" o lP
NO /D
E 0.05'
PR OSED NEW ADDITION
r-
EXIST A/C PAD TO
BR REMOVED
NEW A/C COMP
ed
241-71141,
�0 c
u
�g "2.24' �
° rY
�COVERED
— CONCRETE ,U
0
0 0�
0
� z
1 8, 55'
IUNI T 35
LEGAL DESCRIPTION
e UNIT 34, HARBOUR RIDGE PLAT Na 3, AS
RECORDED IN PLAT BOOK 24, PAGES I8, 18A
TMROUGN 18E, PUBLIC RFCORDS OF ST. LUCIE
<d d a COUNTY, FLORIDA.
°
A ° e e
° a
EOAICRE�E °
DRIVE ° d
WALK
d e.
2 q
�9 d a
14
d
a_ d
d' FND 3/4" 0 IP-,
\ - i - - i - - - - - - — i — r — r- — — — i - - - - - -
SITE CALCULATIONS
LOT SQ. FOOTAGE = 19,083 S. F
MAX BUILDING COVERAGE = 6679 S.F.
ALLOWED @ 35 Y.
EXIST HOUSE A/C, : F = 2941 S.F.
NEW ADDITION A/C S F = 673 S. F
TOTAL BUILDING
COVERAGF
MIN OPEN SPACE RFQ'D
= 30 9 OF14083
TOTAL OPEN SPACE PROVIDED
NEW ADDITION
EXIST HOUSE & GARAGE
POOL AND PATIO
CONC. PADS
DRIVEWAY & WALK
COVERED ENTRY
TOTAL
ZONING: E
NEIGNT (TO RIDGE OF ROOF)
NET LAND AREA
LOT COVERAGE
SETBACKS:
FRONT
RIGHT SIDE
LEFT SIDE
REAR
3614d:F. < 6679SF.
= 5724 S. F.
= 12,910 =
S.F. = TO 67%
= 673 S. F
= 3590 S. F
— 929 S: F.
= 28 S. F.
= 947S:F.
= 66 S F.
TO 92% OF THE LOT AREA
= 6173 C F =
WNICII lS IMPERVIOUS
22'-111/2"
REQUIRED
19,083SF.
959
]PROVIDED
25'-0" SFF PLAN
30'-0" BETWEEN UNITS SFF PLAN
30'-0" BETWEEN UNITS SFF PLAN
20'-0" SEE PLAN
N
W
AA
AN
�
O
a/
N
W
Q
O
w
0
�� O
O � �
W A N
A A �
O �
W h�
O
� N a
N
I I
------- ----
I I I
I I
I �_— L------- -----J
II
-------------
1 I 1------------ I
> -----------
I I I I
I I I I
I I I
I I I I
I I I I
I I I I I w
I I I I I
OI i I
�? — — — — — — � - - - -
2 w
DEMOLITION NOTES AND LEIJEND
SNORE UP ROOF WHERE WALL OR 3
COLUMNS4
REQUIRE � A „r 5 GELD ff4SP TOR THAT
ARE TO BE REMOVEDaY°F IN ORDER
TO
EMT PLUMB LINE COMPF s °kU` .J- -P,JA,,,,'— CODE& �
EXIST ITEMS TO BE REMOVEDIL
10 U
O w
1 REMOVE EXIST WALL
EXIST. TO REMAIN
O REMOVE EXIST A/C UNIT
H
v�
EXIST. TOR IN
30 REMOVE EXIST CLOSET
OREMOVE EXIST DOOR O
OEXIST. KITCNFMN TO — BE REMODELED
O6 REMOVE EXIST. DOOR, WALL AND /
NDR. ABOVE O /
O /
� REMOVE EXIST WINDOW AND ADD NEW EXIST NJP GIRDER
DOOR AND NEW PARTITION EA SIDE OF DOOR
80 REMOVE EXIST CAB. AND COUNTERTOP — — — — — — — — — —
z
OREMOVE EXIST B. B. 0 _ p
om 5
10 REMOVE EXIST FIREPLACE 12 12 p
11 REMOVE SCREEN ENCLOSURE
12 REMOVE SHUTTER BOX ABOVE O 11
11 Cti^'= Cow"
13 DEMOLITION FLOOR PLAN Q wM
EXIST. STL COL TO REMAIN RALPH M. HUL5
14 Y4"=1'-0ll 11 ��' 01 ROAD
UPITEFO 33478
12
R-3L
EXIST SLAB & F
SECTION " B "
3/411=1'-011
2X6 A T. WOOD JAMB,
ATTACHED TO. 2-2 x 4 'S
W/ 1/2" 0/4. X 4" LONG
ANCHOR BOLTS, @ 24" O.C.,
& 6" MAX. FROM TOP & 80TT
r1 aFc�ss�
OVERHEAD GARAGE DOOR,
REFER TO DOOR SCHEDULE,
FOR SIZE
Ix 3 P. T. WD
STOP
NEW 5/8" STUCCO
TO MATCH EXIST.
EXIST. WOOD TRUSSES
rIST. 2-2 x 12 WD. BEAM
-2x6 TOP PLATE
6FIVERAL NOTE
D.O.NOTES PER TYP. SECTION SNT A-6
NEW
EXISTSTUD WALL
0
b
0
EXIST GARAGE
48" x 62" ALUM SINGLE HUNG
BY PGT. WINGUARD SERIES 700
IMPACT GLASS NOA # 05-1018.01
+ 40.6, -44.3 PSF
SEE DET /8__� 2-48" x 72" ALUM SINGLE HUNG
NrsSNT A-4 SEE DET BY PGT. WINGUARD SERIES 700
SNT S-3 IMPACT GLASS NOA # 05-1018.01
+40.3, -43.9 PSF
6'-0" x 7-0" F_;z,
W1 A 1.4 MULL BAR BY PGT
ROLL UP DOOR STEP To FAU 2'-6" x 8'-0" NOA# 06-0125.07
+ 39. - 9.5 PSF sLAe W WD.DOORTNrSSNTO 4'_0��4�,�� E IST. UTILI Y
C T GARAGE XIST DININP
a
0
Nk
EXIST. BA H
EXIST. BEDROOM
SEE SNT A-6
FOR DET'L 48" x 60" ALUM SINGLE HUNG
BY PGTT, WINGUARD SERIES 700
IMPACT GLASS NOA # 05-1018.01 EXIST ONE STORY DWELLING
SEE DET 10 ZONE " X' = 12. 55' N. G. V D.
SNTS-3 - NEW 4" x 4" x'/4' SiL COL
mm SW E ST. BAT
CLOSET
10 SWS
- I ,I
SEE SNT A-6 - I
FOR DET'L I I
2'-6" x 6'-8"
S. C. R. P. WOOD DOOR I
';D.
-0"NEW d
NEP GIRDER TRUSS I DOOR
WINDOW ABOVE I I
WHITE TO MATCH I
EXIST +40.9 - 44.5 PSF, 2 6 x 8 -0
11
I NEW WD.
SW , 10 i DOOR
BEDRO IVI 4" TILED CURB
a. 014 6" '-3" �(FILED CURB BATH
I � I`
EXIST. P�Ct/�1B LINE
0
�" x 30" NRLF CIRCLE ALUMTZ
WINDOWBY PGT. WINGUARD
SERIES 701 IMPACT GLASS NOA jG
+40.6-52.5 PSF
4
ARCHED WINDOW F - -- -1
+43.1 - 57.6 PSF I I
m
/ EXIST FOYER
1
OPEN UNDER
I I
2'-6" x 8'-0"
NEW WD.
DOOR
EXIST. BATH
EXI§Tr .I
.C�L
L-------
- WINE COOLER
I '
IC[MAKER
- J EXIST LIVING ROOM
SINK
NEW
T EN
O�
0
o COOKTOP
COOKTOP
O RE
EXN HOOD ABOVE
MICROWA
ABOVF
S.N WINDOW EXIST. GREAT
+40.9-44.5 I M
PSF
P. SEC
E SNT A-
-{pI s' '-214"' S. N. WINDOW
E+40.9 - 44.5 PSF
SEE SNT. A - 6 10
o. FOR DET'L
'o. R SWS.
A-6
4'-51/a`.5-2'/4"' S. N. WINDOW
EXIST.
SE6 DET
°sNTs-3
+40. 9 - 441.5 PSF.
GARAGE DOORJAMB DETAIL
SCALE 1"-1 "A"
I I Roots
I I 5 -10
EXIST INT. BEARING LINE OF EXIST. WALL
PARTITION TO BE REMOVED
NEW SLAB TO MATCH -
NGT OF EXIST S I 1 -1 a EXIS
BA �- , BR KF ST
III E
l
DOOR 5 M ROR o 22" x 36" ATTIC SCUTTLE
o
5140
BEDROOM / NEw ivo
OFFICE II DOOR OSE
2" x 5" x I/4"
A-7 I STL COL. NEW WD. SNT A-7
9
DOOR
so
NEW FAMILY ROOM
EXIST. 3 !/2" x 3'/2'
STL COL EE DET
SNT A-7
3-4 -0 x
3- 3'-11'/�"x5'-2'/4" S H. WINDOW WHIT TO MA TC SW WHITE Tl76MATCN EXIST / PICTURE
t
EXIST �10.EE SNT. A-b
11" 7.2S+40.6-52.5 PSF11-10'/WINDOWS+40.6-4 3 WINDOW
12-212'-2"S
TYR MULL BAR BY PG C
NOA# 06-0125.08 7& s 4
ALUM SLIDING GLASS DOOR BY PGT
D81 142.81" WIDE x 96" NGT WINGUARD SERIES
01/E 730 IMPACT GL. NOA # 06-0523-03
+ 39.4, -50.4 PSF
W/ A 1x4 MULL BAR BY PGT
F NOA# 06-0125.07
3-48" x 33.5" ALUM PICTURE WINDOW
ABOVE BY PGT. WINGUARD SERIES 701
IMPACT GLASS NOA # 07-0418.06
I/E + 42.6, - 56.0 PSF
44" x 45.87" ALUM SINGLE HUNG
BY PGT. WINGUARD SERIES 700
IMPACT GLASS NDA # 05-1018.01
+42.2 - 55.7
44" x 45.8' LUM SNG INGLE HU
BYPGT WI G ARD SERIES 700
IMPACT GLASI NOA # 05-1018.01
+42.2 - 55.7
SEE C0T A - 7
FOR WINDOW
06 MULLION DET'L " B "
37" x 73" ALUM
BYPGT. WINGUA
IMPACT GLASS N
+ 41.0, - 44.5
I
XIST. W.1
.CLOS
ALUM SLIDING CIASS DOOR BY PGT
142.81" WIDE x 96" NGT WINGUARD SERIES
790 IMPACT GL. NOA # 06-0529-09
+39.4 , -50.4 PSF
48" x 33.5" ALUM PICTURE WINDOW
ABOVF BY PGT. WINGUARD SERIES 701
IMPACT GLASS NOA # 07-0418.06
+42.6, -56.0 PSF
48" x 84" ALUM PICTURE WINDOW
BELOW BY PGT. WINGUARD SERIES 701
IMPACT GLASS NOA # 07-0418.06
+39.9 , -51.2 PSF
NEW BBQ SYMBOL LEGEND
A
S-4
NEW 2 x 6 WOOD STUD WALL W1
SEED r
STEP TO IXT
FARO s s
+38.7 PSF -
6'-0" x 8'- " 4 .9 PSF
NEW FREN
DOOR
R-191NSULAT1oN
UNDERGROU GAS LINE TO NEW'lx4 MTL STUDS c@ 16" O.C.
PROPANE TAN OUTSIDE NON STRUCTURAL
EXIST WALLS TO REMAIN
I 0
J1 OOR PLAN
Y4l9=11-On
NEW PROPANE TANK
I ON CONC SLAB
REVIEWED FOR STRUCTURAL REQUIREMENTS
AND CODE COf4PLIANCE
-HUNG
N&C 700
05-1018.01
47' x 75" ALUM SIN LE HUNG
BY PGT. WINGUA D SERIES 700
IMPACT GLASS NOA # 05-1018.01
+40.3, -43.9P
V
�
M
A
A
a
V
�
�
r-+
�j
N
O
a
�
N
0
�
w
z
Q
�A
O
w
e
rn
z �
O o
CC EF
0* a.
� w
WW A
aA
a
Ralph Huls F.E. 64117
9620 171 RD.
Jupiter Fl. 33478
#561-746-8620
PROPOSED NEW
ADDITION
NEW ROOF TO MATCH EXIST
NEW
3 - 4'- 5'18 ",S-
tl. WINDOW
It",
t.
r K"l'N 11 EUE v A I 11JIN
cxIff.
NEW FAC
6'-0" z;�-olj
ROLL UP DOOR
f
NEW
NEWNEW
NEW
4'-5'18",5'- 4"
�.9. WINDOW
8'
S.14. WINDOW
41- 911911,651 - 114
S. N. WIIVL90W
4'-5 8"YS-2114111
S.Y. WINDOW
NEW
3-4'-0" %
G
-0" ALUM
PICTURE
lMVDOWf
NEW
.?-4'-0",, 6'-0lUM
PICTURE WZ/vc
I) I
/s
REAR ELEVATION
Y4 11=11-011
FX1,U
NEW 1-1,401 BOARD WOODVDINC
'T"ESE PLANS, Ai"OD ALL
AND SuB't,C'tT(7t t v
P&`)PCF'SF�` "'ORK
Nc'o
y REo" , AY ,
:';DNS lilRED f-it) P" '"
Q-"
pig
MAY B F THAT
OP"
nEs'
VIEW Poollf
0-Q-19 NEW ROOM
T-IOAll
;T�
c
EXIST. i
04
C
u
Z
z
0
SIDE ELEVATION
-'' . M. HULS
ft 171ST ROAD N. A � x� w
Y4 -OJUPITER, FL 33478
TYPICAL SHEAR WALL DETAIL
SEE SNT A - 4 LOCATED IN 5 PLACES %2"'=1'-0"
20" D z 16" W
CONC. FTG.
W/ 2 # 5 CONT
NEW PREFAB WOOD
TRUSSES @ 24" 0. C.
2
12
5.75
TOP PLATE SPLICE
LEN6Tf/10'-0,
W/ 2-16d NAILS PER FT
EXIST O.N. 70 BE CUT
BACK TO EXIST TOP PLR TE
LAT. LOAD 366#
3-16d NAILS .!7UD TO PLATE
TOP & BOTT
� n �n i.m rino
TYPICAL WINDO
432 # DN
50# UP
4" CONC. SLAB W/ 6X6 - WL 4W1.4 W. W. F ON WELL COMP.
FILL OVER 6 MIL VAPOR BARRIER SDIL COMPACTED TO
2500 PSF. AND POISONED FOR TERMITES
4
432 # DN
50 # UP
G
Y2"=1, 0,�
NEW GIRDER
7
2646 # DN
128#tip
0
tlIfIR N NUS-210 HANGER
@ EA. TRUSS
1 3-2 z 12 WD. PDR e
W/ 1/2' PLYWD IN BETWEEN
❑ 2 2❑
0
6 3 6
236 UP 3 236 UP
?- FULL LENGTH 2 JACK STUDS
4'-51/8' WINDOW
2-2 6 WD SILLS 2 JACK STUDS
3- FULL LENGTH
3 2-2c6 WD VIa
AR TYPIC
WIND
ANCHOR PIGGYBACK WOOD TRUSSES TO EXIST ROOF
W1 SIMPSON MTS-30 16 GA. W/ AND 6-I0d NAILS IN EA CHORD
EXIST TRUSSES
EXIST WALL TO BE REMOVED
DRILL AND EPDXY #5 @ 48" 0. C. INTO
EXIST SLAB ( THICKENED EDGE)W/ 6" EMBEDMENT
NY-I50 EPDXY BY NILTI
EXIST FM
----------------^ d°
o d •a (-Ed
El I
(— —
III1 I I—i i i—� � ii i i1 I i-1 I I1 I I1 I I1 I I 1
SECTION
3/4f,=1'-O„
tt A tt
si.#. Spy-Te,
M-6
E]
100 # UP EA.
G RIGHT S
IT]
ATTACHMENT HARDWARE SCHEDULL
FIND
SIIVRM CATL #
RATING
FASTENERS
1
N-1
490 #
6-8d z 11/2" TO TRUSS, 4-WtATE
2
CP6
735#
6-IOd z 11/2'
3
A-35
450 (FI)
12-8d z 11/2'
4
L11,C24
465 UP, 800 DN
4-10d NFADER, 2-I0d TO TRUSS
5
NUS 210
2845 UP, 4020 DN
30-16d TO GIRDER, 10-I6d TO TRUSS
6
1TSA 9
645#
8-I0d
7
VTC-2
4-I0d TO COMMONS, 5-I0d,,P12' TO VALLEY TRUSSES
8
96US26-2
4990 DN, 2325 UP
20-16d NEW GIRDER, 8-I6dCARRIFD GIRDER
9
YCP2
605 UP
6-I0d z 11/2" TO TRUSS, 6-10d z 11/2" TO PLATES
10
NDBA
7930
7/8" 0 ALL TNRFAD - EMBFDED 10" INTO FOOTER -
0VPSON SFT GROUT
I
3-7/8" 0 MACH BOLTS TNRU STUDS
11
YTS-30
1450
14-10d NAILS
12
1-4015 fIOLDOWN
CEMENT SNAKES TO MATCH EXIST. ROOF ON 90 #SLATE
NOT MOPPED TO I tAYER OF30# FELT
UNCAPPED TO TO %" CDX PLYWD W18d NAILS
@6" O.C. TNRU OUT AND @ 4" O.C.IN 4' -0" EDGE ZONE
AND 4-0" EA. SIDE OF RIDGES
2'-1019116"
2,4 W. NAILER BD.
CAI AM DRIP
ON Iz2 P. T. WO NAILER
2 z 6 SUB FASCIA
IX8 WO FASCIA
MATCH EXIST
1/2" GRADE " A "PLYWD. W/ 3z22" SCREEN VENTS
TOTAL OF10 IN SOFFIT SPACFD EVENLY
FIARDIPLANK WD. LAP SIDING BD.
ON TYVFK ON 518" CDX GRADE PLYWD.
PRODUCT APRROVAL #02-0918.08
5/8" CDX PLYWD. W18 d NAILS @
4" O.C. AT ALL FDCES AND 6"
IN FIELD
3'
2X6 P. T TO CONC. SLAB W/ 3/4"0 X 12" LONG
LTS @ 20" @ 8'-0" END ZONE & 23" INT.
" z 1/4" WASHERS PROVIDE ADDITIONAL BOLTS 6" MAX
PENINGS AND CORNERS
VFDGE
E SIIIELD
2
12
5.75
R-90 BATT INSUL
112" G. W. B. ON Iz3 WOOD FURRING
16" 0. C.
2-2z6 TOP PLATE
2X6 NO. 20S0. PINE @ 16" 0. C.
EXCEPT A T CORNERS PLACE FIRST ONE AT 12" 0. C.
112" G. W. B.
2X6 BLOCKING AT PLYWD. EDGES
W/ 3-16d NAILS ( TYP.. )
R-19 BAIT INSULATION
SPY-6 !MfR ON ANCHOR W/ 1040d z 11/2" INTO STUDS
2z6 P. T WD. SOLE PLATE
6" NGT. WD, BASE
4" CONC. SLAB W16X6 - WI.4XWI.4 W. W. F.ON WELL CORP
FILL OVER 6 MILL VISQUEEN VAPOR BARRIER
n e d x x-
3/4" SLAB DEPRESSION °
°
FIN GRADE
1' 4°
COMPACTED FILL
TYPICAL WALL SECTION 20" 0z16" W
CONC. FTG.)
W/ 2 # 5 CONT.
Ralph HuP.E. 64117
9620 171 RD.
REv*D FOR STRUCTURAL REQUIREMENTS Jupiter Fl. 33478
AND CODE CO PLL -NCE #561-746-8620
T h
w
CIS
M
cn
AA
Q
' `
Mr■TTT
'�
�
Poo
N
N
�
TTom�•
V1
T��
V 1
Z
O
N
a
cy
M
742#G
621# V 2
A
S-4
Q
A-6
❑9
400# UP
SEE
SEE
[94g
3-2x6
2-2x6
WD. NOR, II
II 4❑
I I NEW r'-r
—1
I I I I
I I 1
71 F
I I
I 1 1 I
PITCH OF ROOF I 7 1 1
8
4"x4"x1/"
4
10 EEL COL.
13,694 # DN
6392# UP
I
1 3 2x6
I
I
TOP 6 F FLAT TO TCN
I
TO MATCH FXID4 T
� I�I�I�JI
2-2x1 W0, MDR. NEW I4-ciAB �O0D T�USSES
gym" O.C.
2-2x6
DIU-
820 # DN
' WD NDR 1 TOP OF PLAT TO MATCH EXIST AX
TRUSS
L
SEE DET
SNT S-3
S-3 FMFUVINg DETAIL
EXIST. INTERIOR
SEARING PARTITi
ATTACHMENT HARDWARE SCHEDULE
FIND
SIMPSON CATL #
RATING
FASTENERS
1
9--1
490 #
6-Bd x 11/2" TO TRUSS, 4-8dPl ATE
2
SP6
735#
6-10d x 11/2"
3
A-35
450 (FI)
12-8d x 11/2'
4
WSW
465 UP, 800 DN
4-10d NFADER, 2-10d TO TRUSS
5
NUS 210
2845 UP, 4020 DN
30-16d TO GIRDER ,10-16d TO TRUSS
6
LTSA 9
645#
8-IOd
7
VTC-2
4-10d TO COMMONS, 5-I0d J1/2" TO VALLEY TRUSSES
8
I/GWS26-2
4930 ON, 2325 UP
20-16d NEW GIRDER, 8-16dCARRIED GIRDER
9
ICP2
605 UP
6-IOd x 11/2' TD TRUSS, 6-I0d x 11/2" TO PLATES
10
I08A
7330
7/8' 0 ALL THREAD - EMBEDFD 10" INTO FDOTEER -
SIMPSON SET GROUT
3-7/8" 0 MACH BOLTS TiURU (7-UDS
11
NTSS30
1450
14-I0d NAILS
12
ND15 NOLDOWN
-1001 # DN
• 1 s
S ESNT S 11 1 01TS-4 1461 # ON 11 NEW 3 - 2, �t/Gj STUDS
I I
12
8 3773#DN / EXIST. GIRDER TRUSS � .2 4 WD FRA IIN SEED T�
I
- — — -200# UP — — J
— — — — MF — VFRIF CATION — — I — _ — @ 4" D.C. ;r 2-2' sNT s-
t---�----- — --- ---
2-2x6
I
2d WD. MDR.
sEF D T
u s I I
MATCI
/ 2-13/4' x 16" VERSA
LAM LVL WOOD SEAM
F6 = 1450
E=1.8x10 6
DOUGLAt FIRR
SIMPSON MlU 3. 56-16 MANGER
RATED 4005 #
20-16d NAILS IN FACE BEAM &
10- D NAILS IN 8-16d NAILS IN O7
0 AND LOADS 1 2922 PSF DN i
NEW 3 - 24 WD STUDS ON VEkWAM 1 ' 2-2x6
-- — --- ---------------�-+--+----—��-------k----
17 588 #I D SIMPSON JUS-21(� NANG�R RATEQ 40201 # 2-1f14' x 16'1 VERSA I 2 10#Dk 1
I I 7 88# lip I 0�V EA SIDE W/lp-16d NA fa IN BEAM & LA�I LVL WQODBFf�M
EE OFT" ' I I I 1a-16d NA(a IN BQTT CNQRD I 6�1# UPI
2 ID# N 0 GIRDS TRUS 48214DN II 2-2x121W . IDR.
I S T S-4 I I I EF DET " I I 112824 UP I EE
16 1# IMP SLATS-4 —
1 - 1 '_2x6 1 1 4-fix 1 1 i 12-M
2119 1 ��isr. N R — -T — — 1 1 - 1-EXIST. WD- -- I 13-2e6
1 ST COL. I I g-JACK- 'TUDS DER WFC�I 3.221E 1 1 I 1
-FULL ENGTII STUDS
PER WFCM TABLE 3.23 D.
_ _ C Ai
ID ""T' T'n A A411%Td-" nr ♦ -&T
Y411=1'-0"
�1
1
1
1
1
1
1
ROOF PLAN NOTES
1• CONTRACTOR TO SUBMIT SHOP DWG. TO ENGINEER
FOR APPROVAL BEFORE FABRICATION OF TRUSSES
2. ALL FLASHING TO BE MTL. UNLESS OTHERWISE CHANGED
BY OWNFR
S. GUTTERS AND DOWNSPOUTS TO BE MTL.
4. TYP. ROOFING TO BE A CEMENT TILE TO MATCH EXIST.
5. TYP. ROOF PITCH TO MATCH FXIST.
TIIE STRUCTURAL SYSTEM FOR TFIF BUILDING NAS BEEN DESIGNED IN
1 A WITH TNF FLORIDA BUILDING CODE 2004 RESIDENTIAL EDITION
W12 006 AM 1VD
TIE F L POSED LOADING NAVE BEEN UTILIZED.
ROOF
LIVE LOAD: 20 PSF
DEAD LOAD: 34 PSF
DONT USE 339 STRESS INCREASES FOR ROOF TRUSSES
WIND LOAD 140 MPIJ AS PER ASCE 7-02
IMPORTANCE FACTOR 1.0
EXPOSURE C
WIND DIRECTIONALITY FACTOR Kd =1.0 0.18 COEFFICIENTS
INTERNAL PRESSURE 766 PSF. WITH +
WIND PRESSURES ON ROOFSTRUCTURF -46 PSF
CODES
FLORIDA BU![ DING CODE 2004 RESIDENTIAL, LOCAL CODFS AND GOVERNING
REWIATONS_
ACI 318-02
ACI 421.1-R92
A. LS.C. NINTH EDITION
N. D.. 2001
ASCE 7-02
ROOF SNFATNING NAILING SCHEDULE ( 518" CDX. WITH 8d RING SPANK GALV. )
A. PROVIDE 24 BLOCKING AT ALL RIDGE, NIP LINES & VALLEYS
W13-8d NAILS FROM EA SIDE
B. NAIL PLYWI). WITH 8d NAILS @ 6" 0. C. TNROUGN OUT
PROVIDE 24 BLOCKING FOR FIRST FOUR FEET AT TNF
PL MO. EDGES W110 d NAILS AT 4" 0. C.
C. PROVIDE 2X4 CONT. BOTT. CHORD BRACING @a 8'-0" D.C. MAX WITH
2-16d NAILS AT PANEL POINT. BRACING SPALL BE RESTRAINED AT EACI
END AND AT 20'-0" INTERVALS
D. ALL NAILS MUST BE RING SHANK GALV. ALL WOOD CONNECTORS
MUST BE POT DIP GALVANIZED.
REVIdEWED FOR STRUCTURAL REQUIREMENTS
AND CODE CO'LIANCE
Ralp1-uls P.E. 64117
9620 171 RD,
Jupiter Fl. 33478
#561-746-8620
M
M
N
N
W
AA
AN
�j
N
�
TTom�•
V1
�/��
V 1
�,
N
a
eq
In
Q
0
w
E-+
z
O
U
M/
M
N
W
AA
AN
N
►�
O
�j
N
#5
4" CONC. SLAB ON WELL COMP.
FILL OVER 6 AM VAPOR BARRIER
•
O
DRILL AND EPDXY @a 48" O.C. INTO
EXIST. SLAB ( THICKENED EDGE)W/ 6 EMBEDMENT USE
�
N
x
P.
NY-150 EPDXY BY NILTI
266A. GALV. MTL FLASHING
AS PER F. B.C. RES. 2004
litQa
EXIST FM
#5 Cad 24" D.C. INTO
n,'KENED EDGE)W/ 6" EMBEDMENT USE
NY-150 EPDXY BY NILTI
o
a 0
MTS=30
TYP, NEW TO EXIST SLAB & FTG DETAIL
AT EA TRUSS
3/4"-1'-0"
O
�
U
W
ANCHOR PLYWD. MATfIING rO 81OCKN6. W18d NAILS
Q
A
Ar6" O.C. PROVIDE BLOCKING &BRACING EVER YOrNER
PIGGY BACK & FLASHING DETAIL
VALLEY TRUSS AT MAX. SPACING OF 4" 0. C.
N�
I�
2X4 W/
3-I61 NAILS
1" X 36" LONG BENDSTRAP AT ALL
2X6 Na 2 KD S0. PINEAT 16" 0. C.CORNERS
948" O.C. WHEREALL BLOCKING
APPLIES FULLY NAILED
11je)det1cNF,!MRAP
IN
ANCHOR 2X6 TO EXIST. WOOD FRAMED WALL W116d
NAILS @ 6" D.C. AFTER REMOVING THE STUCCO
SSES TD R) FST
FINISHES ( TYP./
NTACT POINTS INAO
E�
OWN
EXIST 0. N. TO BE CUT BACK
PIGGY BACK DETAIL
PROVIDE 16"x16" VENT OPENING
FROM UPPER ROOF TO LOWER ROOF
EVERY THIRD TRUSS
ANCHOR PIGGY BACK TRUSSES TO LOWER R0i
W/ MTS 30 AND 14-10d NAILS INTO EA. MEMM
MAX SPACING OF 4'-0" O.C. AT PANEL POINT
EXIST. TRUSS
f X 36" LONG BEND STRAP AT ALL
CORNERS 948" O.C. WHERE ALL BLOCKING
APPLIES FULL YNAILED
.s-2X6 AT ALL CORNERS NAILED TOGETHER W/ 16D
NAILS @ 12" 0. C. FIRST 2X6 912" 0. C. REMAINING @ 16" 0. C.
TYPICAL CORNER DETAIL
1-Yf=1'-0"
2X6 AT ALL CORNERS NAILED TOGETHER W116D
NAILS 412" 0. C. FIRST 2X6 912" 0. C. REMAINING @ 16" 0. C.
TYP. NEW TO EXIST WALL DETAIL
3/4"=1'-0"
z
Z
O
71
r
RALPH M. HULS0620 171ST ROAD M.JUPITER, FL 33478 �
NEW VERSA AIM 8EAM
'IS 30 STRAP
NEW VERSA AIM BEAM
YTS 30 STRAP
BOTT OF EXIU
NEW 2-2 x 4 PLT W/ I/2' BOTT OF EXI
PLVWD IN BETWEENPt
NEW 2-2 x 4 PL'S W/ I/2'
YWD IN BFTWFEN
�
�
BOTT CHORD OF TRUSSES
OILROTT CHORD OF TRUSSES
3'/2' x 8" x 1/2" GALV STL Pt
811
ON 1" NON SHRINK GROUT
N
W/ 2-5/8 x 6" EMBED" 01 RED MEAD WEDGE
BOLTS INTO EXIST FTG
AA
NEW VERSA ALM BEAM
Q
�
EXIST BEARING WALL PARTITION
EXIST BEARING WALL PARTITION
"/6" �d HOLES 4 TOTAL
j••�
WST BES
museE
4-5/s " TYRU BOLTS
DETW LCU
W[XffHF.N ADS
ur
ouaa
AND WWD
AND
WRY EXIST. WV- FIDR.
•
O
0
�
r
—11 HE
IN57ALLCD
HCHC
HERE
/ \
e
8
o
j■L�
�
�-+
z
°
SIMPSON 3/8 GA MD10A MOLDOWN Simpso. st..g-Tw
HDIS
7/8 "
s
SIMPSON /8 GA YDIOA YOLDOWN
PLATE
BASE P L
xj
�
�
o
�"
°
W/ RED MEAD WEDGE BOLT 6" EMBED
"
W/ 7/8' RED MEAD WEDGE BOLT 6" EMBED
'"-'' °"
N
4-�/8 TYRU BOLTS TMRU 3-2 ,n4 WD STUDS
4- /8 " TYRU BOLTS TYRU 3-2 .G4 WD STUDS
31/2" x 31/2" XI/4" STL COL
`�
N
E�
SIDE VIEW
x
0
w
bX/S %
TRUSS
Yu/ 7 LHUKU Uf
VAULTED
F—+
EXIST STRAP
�— EXIST ROOF TRUSSES
�
EX/ST WOOD SEAM TO REMAIN BOTT OF BEAM
,C1MPC0N JST MANGER
f U @ EA. JST. SfMPSON NUS-210 HANGER EA SIDE
W/ 10-16d NAILS IN BEAM &
Q
\
i \
10-16d NAILS 1N BOTT WORD
OF GIRDER TRUSS 3/16
T�
V1
�
4-1/2" 0 TYRU BOLTS
U Fil
TYRU EXIST. WD, YDR.
W
518" 6.W.6. ON1x3 WOOD FURRING
16 O.C.
NEW 2 x 4WD BDS
@ 24" O.C. 4112" MGT. x WIDTH OF EXIST. NDR.x 8" LONG
'/4 "0
Q
�
W
BOTT OF SINGLE MEMBER x GALV. SEAT WELDED TOM. COL
/8" G. W. B. ON W WOOD FURRING GIRDER TRUSS BEYOND
YT! 30
14!,0 # UPLIFT
"
4" x 4" XI/ GALV STL
COL
0
EXIST BEAM AND WINDOWS
O
U
BE REMOVED IN TYIS AREA
31/2' .v 8" ,c 1/2" CAL STL PL
ON f NON SHRINK GROUT
U�
EXIST. S&
�/2Tr=1 r_Un cAi-.3- i . r i v.
SECTION " C "
SCALE: 3/4"= V-0"
REVIJEWED FOR STRUCTURAL REQUIREMENTS
AND CODE COAIPLIANCE
oa
Ralph IJuls P.E. 64117
9620 171 RD. H w
Jupiter Fl. 33478
#561-746-8620 A A O
EXIST HOUSE SCHEDULE
WASHER
5000 VA.
COOKTOP
3400 VA.
OVEN DBL.
4500 V.A.
WATER 14FATER
3500 VA.
DISNWASNER
MOO V.A.
REFRIGERATOR
1500 V.A.
GARBAGE DISP
1200 V.A.
WASHER
1500 V.A.
SMALL APPLIANCES
3000 VA.
POOL PUMP
2800 VA.
6ARA6E DOOR OPFN
1500 VA.
GENERAL U69TIN6
8823 VA.
(2, 941 S.F. @ 3VA. / S. F.
SUB TOTAL 37,929 V.A.
ELECTRICAL NOTES
1. CONTRACTOR SHALL FURNISH ALL LABOR, MATFRIALS AND
FQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN
ACCORDANCE WITH THESE DRAWINGS
2. CONPL Y WITH THE N. E. C. AND THE FLORIDA BUILDING CODE.
3. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE
SYSTEM
4. OBTAIN ALL PERMITS FOR WORK CINDER THIS CONTRACT.
5. PROVIDE TEMPORARY POWER AND LI69T OUTLETS FOR USE
BY OTHER TRADES
6. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES.
7. COORDINATE ALL OUTLET LOCATIONS WITH BUILDING
ARCHITECTURAL FEATURES
8. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF
WITH ALL EXISTING CONDITIONS.
9. ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED
OTHERWISE.
10. INDOOR CONDUITS SHALL BE ENT.
11. OUTDOOR CONDUIT SHALL BE SCHEDULE 40 PVC MINIMMM
COVER SHALL BE 24'
12. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR.
KITCHEN OR SMOKE DE
BATHROOM LIGHT
SWITC SWITCH
LEG
120 V.
LINE SIDE TF
SWITCH
PHASE CONDUCTOR
SMOKE DETECTOR SHALL BE 120 V. WITH BATTERY
BACK-UP & ALL SMOKE DETECTORS MUST BE
INTERCONNECTED.
SMOKE DETECTOR CONNECTION DETAIL nts 1- # 4 TNNNCU. I1V1/2" COND T
RODS MIN. OFb'-o" l....._, _ - .. _...__ -..._ __..
6ROUNDIA/6 ELECTRODE CONNECTED TO STEEL AT FOOTIN6,
AND COPPER WATER LINE. (STFEL 20'-0" LONG MIN.) SEE DIAGRAM TIIIS SHEET.
TOTAL HOUSE CALCULATION
EXIST NOUSF LOAD = 97,223 VA.
NEW ADDITION LOAD = 14,487 VA.
TOTAL = 52,410 V.A.
FIRST 10, 000 @ 1OOX = 10, 000
REMAINDER @ 40 X =16, 964 V.A.
A/C EXIST @I00 % =14, 705 VA.
NEW A/C @ 10ox = 4474 VA.
TOTAL
46,173 VA.
240V
= 46.143 VA.
=192 AMPS
ELECT
PNL
1 1 y:
* SIZE AS PER
EQUIP. NAME
PLATE
10, 000 AIC =8RFAKFR,( 100 AMP NEW PANEL A 1101240 V I P14 / 3 W. I Pg. / 3 W Cu. 8US
LOAD VA.
COND.
WIRE
Te/PT
VOLTS
DESCRIPTION
CKT. NO
CKT. NO
DESCRIPTION
VOLTS
TRIP
WIRE
COND.
LOAD V.A.
112"
12
20
120
GFN LTC. AND REC
1
2
6EN LTS AND REC
120
20
12
112"
1/2"
12
20
120
6EN I AND REC
3
4
GFN LTS. AND REC
120
20
12
11211
1500
1/2"
12
20
120
BATH G. F. 1.
5
6
SMALL FANS
120
20
12
112"
1500
1500
112"
12
20
120
PADDLE FANS
7
8
GARAGE LTS
120
20
12
112"
1500
10, 000
3/4"
6
60
240
A. N. U. #1
9
10
A/C CONDENSER UNIT. #1
240
40
8
1"
6,450
—
—
—
—
—
2 TONS 10 KW STRIP
11
12
2 TONS SEE A/C PLAN FOR SEER
—
—
—
—
—
1500
112"
12
20
120
NEW WINE COOLER
13
14
NEW 10EMAKER
120
20
12
11211
1,000
1800
1/2"
12
20
120
GARAGE DOOR OPENER
15
16
KITCHEN HOOD
120
20
12
1/2"
1,000
1000
1/2'
12
20
"0
NEW MICROWAVE
17
18
19
20
21
22
23
24
25
26
27
28
29
30
SPARF
7300 VA. TOTAL LOAD NOT INCLUDING A/C TOTAL LOAD NOT INCLUDING A/C 5000 VA.
3V4 X 729 SF = 2187 VA + 7300 VA + 5000 VA, =14, 487 V.A.
FAN -COIL
SUB-PNL W/ TWO 2
P. BRKS. NEMA-1 IN
FAN -COIL CLOSET
24 OV. 2 P. FUSE SW
NEMA 3R. FOR COND.
UNIT SIZE AS PER A/C
NAMEPLATE
A/C CONNECTION DETAIL nts
EX
SERVICE FNTRAA
TO BE PROTECT,
NEC 230.49 FRc
TRANSFORMER
TOTAL = 14.487 VA.
1ST IOKW @ 100.%' = 10,000 VA.
BALANCE @ 40% = 1794 V.A.
A/C LOAD ( 1009 = 4,474 V.A.
TOTAL =16, 268 VA.
TV/I`r nA&/rJ 1^."ArrP% !U /'AnA/v-
RISER DIAGRAM
NTS
NEW 16,268 VA.
DEMAND = = 68 AMPS
240 V
PROVIDE "AFCI" BREAKERS AT ALL BEDROOM
OUTLETS TO COMPLY WITH
NEC. 210.12 ( B
ALL RECESS LIGHT FIXTURES THAT ABUT
AN ATTIC SPACE SHALL BE "IC" RATED AS
D-C, PER FLORIDA ENERGY EFFICIENCY CODE
PROVIDE "AFCI" BREAKERS AT ALL
BEDROOM OUTLETS TO COMPLY WITH
CODE.
IN CU. IN 112" COND TO FTG. STEEL
REVUIEWED FOR STRUCTURAL REQUIREMENTS
AND CODE COMPLIANCE
Ralph Huls P.E. 64117
9620 171 RD.
Jupiter Fl. 33478
#561-746-8620
d-
M
N
N
W
AN
�
w
o
0
coi
�N
w
a
H
Q
w
z
x
0
o�
w
a
U
W
A
�z
A
0
U
w
v
H
A �o
�
�•T�
w0
+39.0-49.5
CLOSET
BEDROOM
LJ
EXIST GARAGE
NEW GOLF
CART GARA
EXIST. BEDROOM
i
BEDROOM
OFFICE
L F7,
E IST. UTILI Y
HM FOE SEXIST DININP
1
EXIST. BAH i ❑I
EAST. BAT
�1
I
/2 F. U.
LAV EXIST LINE
� 1 J21111
LA�U 2" V.T.R. ®r",
v1WR. 3i411IIOI coca
2FU WTR LINES
Tub EXIST. GREAT
2Fu T ROOM
W.c
311 4 F i 2" VENT UP
AND OVER
BATH11
Fu
V
NEW
� I
r ----7
I
I
I
�0
I
EXIST.
I
BREAKFAST ! i
NEW FAMILY ROOM
N
EXIST FOYER
1
EXIST. LI=VING
ROOM
G FLOOR ]PLAN
%4"=1'-o"
I I
I I
I I
I I
I I
EXIST. BATH
O
r --i
EXIST .I XIST.
.CO .CLOS
---�
I �
�I
\F - - - - - - - - - ----
I I I I
I I I I
I I I I
I I I I
I I I I
EXIST.MV-14ER
�EDROOM
I I I I
I I I I
i I I I
I I I I
I I I
I I I I
I
----------
N
-o
so
311
V.T.R.
3" PVC TO EXIST.
MAIN LINE CITY
SEWER
C.O. /
/
2 F.U.
2" VENT UP LAV
AND OVER
211 2 F
311
211
3"
. U.
Y SNWR. W. C
2FU 4 W.
311
211
211
PPS MBING RISER DIAGRAM
�4"=11-OH
� 3/4" NOT AND COLD
r� I� FOR MAIN BRANCHES
�1
I � \
�I I
1/211 AIN FOR FIXTURE BRANCHES
NOTE: PROVIDE ANTI - SCALD VALVE-r AT A SHOWERS,
LAVARATORIES & BIDETS ECT. ?v
311
211
MATIC HOT AND COLD WATER PIPE DIAGRAM
NTS
PLUMBING SCHEDULE
DESCRIPTION
FIXTURE
UNIT COUNT
COLD WATER
SUPPLY
HOT WATER
SUPPLY
SANITARY LINE
SIZE TO VENT
REMARKS
LAVATORY
1
1/2"
1/2"
1/2"
COUNTER TOP
SHOWER
2
1/2"
1/2"
2"
BIDET
2
1/2"
1/2"
2"
TUB
2
1/2"
1/2"
2"
WHIRLPOOL TUB
2
1/2"
1/2'
1/2"
WATER CLOSET
4
1/2"
-
3"
KITCHEN SINKS
2
1/2"
1/2"
1/2"
COUNTER TOP
REFRIGERATOR
-
1/2"
-
-
SHUT OFF VALVE
DISHWASHER
2
-
1/2"
3/4"
SAFE WASTED TO KITCHEN SINK
WASHER
4
1/2"
1/2"
2
LAUNDRY SINK
2
1/2"
1/2"
1 1/2"
COUNTER TOP
HOSE BIBB
-
1/2"
-
-
A/C DRAIN
-
-
-
3/4"
PVC SCHEDULE 40
PLUMBING NOTES
- PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE.
- MATERIALS SHALL BE AS FOLLOWS:
1) COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE "L"
COPPER BELOW GROUND AND TYPE "M" COPPER ABOVE GROUND.
2) COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K" SOFT COPPER
INSTALLED INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB.
3) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE PVC
SCHEDULE 40.
4) STORM LINES INSIDE BUILDING SHALL BE PVC SCHEDULE 40.
STORM LINES OUTSIDE BUILDING SHALL BE PVC SCHEDULE 80.
5) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF
BUILDING SHALL BE PVC SCHEDULE 40.
6) CONDENSATE DRAIN PIPE SHALL BE PVC SCHEDULE 40 PIPE AND FITTINGS.
7) WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE "L" COPPER
V
�
M
N
N
W
AN
a
o�
N
�
N
a
a/
N
'Qr
h
d
L7
O
x
o
�
z
w
A
A
z
0
w
U
a
F
F�
M/
M
M
N
W
A
'
N
41W/
N
I�
9
I I I
E ST. BAT
CLOSET
i
II e
--,
IX S'I'. LI':NG - - � o
EXIST ATRIUM
ROOM I �
II w
n .
BEDRC-()IVI z'' EXIST. KITCHEN
01 O° to � ',.
I
I I E-�
RII II ¢7DINSPECTORS �L TH
-ESSA
T
U
® ORDER R
AH �y -
II , /— 0°°0
II C
---------------------
EXIST. GREAT
FLOOR PLAN
Y4„=1 ,-a„
17,
l� ��t7
I
ma
mayllawl
Or
F
c-
L ""'
'.DNS ANC ALL PC)po&j) WoRk
AND UBJECT -rt.
1-- P- ,-'),'--)NY CORRECTIONS
II-) 'NKSAPECTOR'i3 THAT
"Ni ORD! 1�- TO
A-, APP�, „,-ART F ( ODES,
N
®g
cl
-9161'
"J9" TRUSS
# ftjwy"V4�w
, 16-1 - e-f
-Ju%AjtAo7sl1gq07
-4/0
SWAMIRMWEVAMAME
mom
TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT
PART OF THE BUILDING AND SHOW TRUSS LOCATIONS
PROPER ERECTION, TEMPORARY AND PERMANENT BRACING
DESIGN ARE THE RESPONSIBILITY OF THE BUILDING
DESIGNER OR HIS ENGINEER,
LATERAL BRACING SH13WN ON THE INDIVIDUAL TRUSS
DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE,
TRUSSES CANNOT BE FABRICATED UNTIL THIS
AGREEMENT HAS BEEN SIGNED AND RETURNED
THE LEGAL DESCRIPTION OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED I&
THE UNDERSIGNED ACl(NEWLEWS AND AGREES,
1. TRUSSES WILL BE MADE IN STPICI ACCORDANCE WITH THIS LAYOUT, WHICH IS THE SOLE AUTHORITY FOR
DETERMINING SUCCESSFUL FABRICATION OF THE TRIJSSES.
P- ALL DIMENSIONS IN THIS LAYOUT HAVE BEEN VERIFIED BY THE U�WSIGNED,
3, UNLESS WRITTEN NOTICE IS PROVIDED BY CERTIFIED MAIL TO W. KOST, INC WINN TEN (10) DAYS OF DATE
[OF DELIVERY THE UNDERSIGNED AGREES THAT NO B9KCHARGES VILL BE ALLOWED. IN THE EVENT SUCH WRITTEN
NOTICE IS FURNISHEII, W, MUST, INC, SHALL HAVE THREE (3) BUSINESS DAYS IN WHICH TO BEGIN REPAIRS REQUIRED,
OR MAW. ARRANGEMENTS TO HAVE REPAIRS DONE OR TO SUBSTITUTE ETHER TRUSSES, AT W. KOST, INC, OPTION,
4, THE UNDERSIGNED ACKNOWLEDGES RECEIPT OF 'NIB-9r TRUSS PLATE INSTITUTE.
S DELIVERY IS TO JOB SITE. IT IS THE BUYERS RESPONSIBLITY TO MAKE THE JOB SITE SUITABLE FOR DELIVEN
VKOST, INC. HAS THE SOLE AUTHORITY TO DETERMINE THE SUITABILITY OF THE JOB SITE OR A PORTION OF THE
JOB SITE FOR DELIVERY. V. KOST INC. WILL BE N lltiif RESif"" I .+r117',lolk:cl TATI-im VJ77P
IF.R.Wifl-1
FLIK lit"Titt U likilk'a& Tifa WILL fLW 4rMASIT-L FIR MY TUWINb CHARGES DUE TO SITE CONDITIONS.
6, PRICE AS SHOWN TA PARAGRAPH 7 IS SU&JECT TO DiMGE IF ANY CHANGES ARE MADE TO THIS LAYOUT.
7. THIS IS A KKKASE ORDER TO V. KOST, DC OF THE SIM OF $ - WHICH INCLUDES SALES TAX
INVOICE WILL BE MADE ON DELIVERY AND WILL BE PAID WITHIN TERMS AS REQUIRED BY V. KOST, INC. mANWENT.
INVOIC E 14AY BE MADE AT SCHEDULED DATE OF DELIVERY IF BUYER CANNOT ACCEPT DELIVERY OF FABRICArED
TRUSSES. THE UNDERSIGNED AGREES TO PAY W, KOST, RC, REASONABLE ATTORNEYS FEE FOR CUIECTION& IN
THE EVENT PAYMENT IS NUT RECEIVED WITHIN TERMS, I V2Z PER MONTH SERVICE CHARGI WILL BE ADDED TO ALL
OUTSTANDING BALANCES,
& SI IGNIFURE OR INITIALS ANYWHERE ON THIS SHEET CONSTITUTES AGREEMENT TO ALL ITEMS HEREIN.
9. IN THE EVENT OF ANY LITIGATION CONCERNM THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER OR
PAYMENTS REFERRED TO HEREIN, THE PARTIES AGREE THAT THE SOLE VENUE FIR ANY SUCH ACTION WILL BE
MARTIN COUNTY, FLORIDA.
DATE1--- , 0--
SIGN
TITLEk
DO NOT CUT OR ALTER THESE
TRUSSES IN ANY WAY WITHOUT
WRITTEN PERMMISION FROM A
W. KOST INC, REPRESENTATIVE
ROOF DESIGN LOADS
(PSF)
TOP CHORD LIVE
30
TOP CHORD DEAD
15
BOT, CHORD LIVE
0
BOT, CHORD DEAD-------
10
TOTAL DESIGN LOAD
55
STRESS INCREASE
125
WIND LOAD
140
ASCE
7-02
CATEGORY
-#C#
STATUS
CLOSED
THE ENGINEERED TRUSS DRAWINGS
HAVE PRIORITY OVER THE TRUSS LAYOUT,
SEE DRAWINGS FOR GIRDER PLYS AND
REACTIONS,
MULTIPLE PLY TRUSSES MUST BE NAILED OA
BOLTED TOGETHER (PER ENG. TRUSS DWGS.)
BEFORE THEY ARE ERECTED,
TRUSS TO TRUSS CONNECTORS THAT
EXCEED THE STANDARD HANGER SPECS.
ARE THE RESPONSIBILITY OF THE BUILDER.
JLEFF POULY CONST,
Ell-mg-m
LOT/BLIP/SECT
UNIT 34 - HARBOUR RIDGE -
ADDRESS
CITY
PALM CITY, FLA