HomeMy WebLinkAboutBUILDING PLAN5' 3 Planning & Development Services Department
• Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: NEW RESIDENCE
Project Address: 120 EL SITO CT. PORT ST. LUCIE
Permit#: Occupancy Type: R Construction Type: v
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
• Note: Form not required for interior renovations rovidedth t
NOTE: AL. CONSTRUCTION MUST COiIIPI l WITH THE FBC 2010, AND THE FBC 2010
RESIDENT AL, 20111 PLUMBING CODE, Zulu NIECIIANICAL CODE AND THE NEC (NFPA 70)
21111 EDI'I'I N.
NO"fE: RESIDENCE LOCATED IN NEGLIGIBLE \\'ItATHERING .AREA, .AND IN VERY' HEAT
TERI\fITE INFESTATION AREA PER FRC301.
NOTES:
-THE CON RACTOR, SUBCONTRACTOR, SITPLIER ECT. SHALL VERIFY' AL.I_ DINIENSIO 'S. CONDITIONS AT.IOB SITE, PI ANS, SPECIFICATIONS, ECT.
-STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED Bl'
THE ENGIN EER AS CONSTRUCTION PROGRESSES.
-.ALL WRITTEN DIMENSIONS ON THESE DR.A\\'INGS TAKE PRECEDENCE OVER SCALED
DINIENSIO S.
p a no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for
1) DES
2) SOY
ON IA_4DS IN ACCORDANCE \\ I I'll .ASCE7�10.
questions.
BEARING CAPACITY: 2500 PSF t,ll IN )
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
3) ALL
STR
STRUCTURAL CONCRETE SH.AI L HAVE AiNHNINIIIAI CONIPRESSIVE
1. DESIGN CODE: Florida Building Code 2010 Edition with 2010 Supplements using ASCE 7-10
4) SLA
NGTH OF 3000 PSI AT 28 DAIS.
/ FOOTINGS TO BE CONCRETE \VITH M''ININIUNI
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3.
STR
.A 2500 PSI CONIPRESSFVE
NGTH AT 28 DAY& SEE PLAN FOR SIZES & STEEL REQUIRENIENTS.
Risk Category:_I X11_III_IVExposure Category: X B C D
o) MIN
NIUAI CONCRETE PROTECTION FOR REINFORCING BARS:
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
S. Me —
an Roof Height; -it
FOO
6) LAP
INGS: 3" BEAAIS: 1 ,p, SUSPENDED SLABS: 1 bi"
ENDS S
IL.L REINFORCING STEEL
_ t. 15
g Roof P"t I ch. a :12 Parapet: N/A ft
6. Components & Cladding Design Pressures
NOTED
A OF 48 BAR
GRADE 60 STEEL N11NIA1liAi IN BEAMS AND COLUNINSTERS EXCEPT AS
Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):
16.0
7) ALL
UMBER IN CONTACT \VITA CONCRETE OR AiASONRY SHALL BE
16.0 16.0 N/A
Zone 1: 25.3 Zone 2: 44.0 Zone 3: Zone 4: 3D 0 Zone 5: 37 0 Garage: N A
65.1 /
PRE
8) SPL[
SURE TREATED.
ING OR CRACKING OF STRUC I URAL CONIPONENTS
7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:. N/A PSF
TNST
DUE TO
LATION OF HARDWARE IS NOT PERMITED.
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: NIA PLF/CONCENTRATED
S.
9) UNLESS
SHA
OTHERWISE NOTED, THE INS I ALLATION OF SPECIFIED HARDWARE
LCONFORM TOTHE NI.ANUFA(
Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
PR.I
I'URESINSTRUCTIONS AND STANDARD
TICIES.
9.
10) UNL
SS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED \\'ITH 8d RING-
Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
SHA
K NAILS AT 4" O.C. PERIMETER .AND 6" O.C. FIELD.
11) UNL
SS OTHERWISE NOTED FOR EX FERIOR NVALLS,
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted?
LINT
SHAL
EXTERIOR PLYWOOD
LS SHALL HAVE A AIININIIiAI a" BEARING EXCEPT RECESSED LINTELS
L HAVE
_Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
12) PROI
8" BEARING:
1DE # i CORNER BARS NV/ 30"
I certify that, to the best of my knowledge and belief, the attached plan§ &specifications have been designed to
13) STUCCO
MIN. LAP SPLICE FOR BOND BEAM,
SOFFIT NOTE: SOFFIT TO BE STUCCO OVER A\ IRELATH W/
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
NAIL
LAI'ERSOF
IAGA. 2"
W/ 3/8" O HEAD (m 61' f),C. ON ER 3/8" METAL RIB LATH g 6" O.C. AV/ (2
ti# FELT
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
1 T) EXTE
O1'EiL EACH FRAIIIING AIENfBERj.
IOR FRAME WALLS S
forces specified:
LON
TO BE STUCCO OVER WIRELATH \1`IT'H 11 GA, 2"
NAILS WITH 3/8" O IIE AD d 6" O.C.
Paul Welch P.E. 29945 / 5115
TYV.
OVER (2) LAI'ERS OF 05# FELT OR
BUILDING WRAP) OVER 19/32" CDX PI_A-N1 OOD \VITIf IUD NAILS TO
Print Name Cert#&Co. CertAuth.
STUD
15) INTE
.d 6" O.C. PERIMETER AND FIEI D.
]OR TO BE!;"DRYW'ALLFINISII.
Paul Welch Inc.
ON PLAN 6/28/2013 —
ADDl7 ION.
L NOTES
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
I ) ALL. Ii
TERIOR G VPSUAI BOARD 1.0 BE NI IN ''/," TIi ICK WITH (13 GAGE,
Company Name & Address
sLCcuv corm #02u-12 Revised 3/1S/1z Dsl
LONG
COOL
1 3/8"
19/64" HEAD; 0.098" MAN IE TER, I !%" LONG, ANNULAR -RINGED; iD
R NAIL (l 086" DI IA
Building Permit 0
NAIL,
. IE I ER, I „8' 1 ONG, 15/6I" HEAD; OR GI PSUAI BOARD
1.08611 DIAMETER, 1 S/tY' LONG, 9/32" HEAD) SPACED
AND 1
Al- 7" 0.(-, FOR NAILS
"O.C. FOR SCRFW'S (PER FRC 702.3.5)
---
_21 Ai ALL
-`'- - - MAT
AT SIIO\1 ER CO BF TILE. PROVIDE CEMENT, FIBE11-CEAIENT OR GI _ASS
" NT'Slim Bit KERS IN C'ONIPLIAN(
C 1278
E N\'IT'H ASTNI C 1288, C 1325, 0 1178, OR
AND INSTALLED IN ACCORDANCE
N I'l H MANUFACTURERS'
RECOMMENDATIONS
AS BACKERS FOR WALL TILE IN TUB SHOVER
Planning & Development Services Department
AREAS
I. WALL
.AND
AND \PALL. PANELS IN SHO\\'ER AREAS. (PER FRC 702A.1 & FRC 702.4.2).
ND CEII ING FINISHES SHALL
Building & Regulations Division
NOT GREATER
11 AVE A SATOKE-DEVELOPED INDEX OF
THANT50,
Product Review Affidavit
J) NVALL
' ND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
CLASS
FICATION OF NOT GREATER THAN 200.
5) ALL E,
OSED INSULATION MATERIALS INSTALLED ON
Owners Name 11.5 E L C Gl C> Gajr?--'" Applicant:
II A\'E .
CENTIP
.ATTIC FLOORS SHALL
CRITICAL R.ADI01 FL[ i\ NOT LESS THAN 0,12 WAIT PER SQUARE
_
LETER EXPOSED FO ANI PLASTIC INSULATION MATERIALS
THE U
DERSIDE OF THE ROOF Dr,-. EXPOSED TO
Product
opening Design
Pressures
Product Rated.
Design Pressure
Manufacturer
Model Number
PrddPct Approval
umber
Glass
Type
Method of Attachment
Windows
E� �I.G'L/5
{'�- 5o
reA 1�
14- 5,o0
n70 i
f.:.. OITj, 1^i
IMP6c:P
V1/1(0" >d r 3/s" Mrw.n
- " .l
Mullions
Fixed Glass
Block Glass
Skylights
Slidin Glass Doors
ee e(fV
f" - &CJ'
r
I OSIL.O
IMPAC'(
r2 IZpW/r) rid"aC t;ll:t"Mrwr. r.rgl:p uts2tlCpnrS
Af 4' Guy:T' ,� iK F t rain
Swin T Doors
f
k . (v rj
tuoPMA-rat
FIarEZGt �r
i -4 �$ql, I
ICI A.
%4", f r/4" Mrh!. u:y'5h� YGPCowr� Air
French Doors
Cara eDoors
r �/
�jEiG 6L,6v
�4(D Sa
`J2i �N oN
3ti 1'�Oo
C'L i�91(s!r• 1
N
5//v "X r 5/g.•' LCG hG2G.J aT G-atw
afLC�.. 1 H
Hurricane Protection
Roof Ventilation
Roofing Materlal
/(Do wrH
\/Ljv( 11
I4G0
initys ftIFS
L D.
GA ewtl
r1� rl0 160-1
N/A
tZxaFrwrlq wrttrr� pElL, F5LI Z07, Z.L
FV-ZAOs,2i( ,.
Mlt. 1. ?Er2 I�6
r--
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads arid forces specified by current code provisions.
Name: ?`VUL WELCH P.E. Signature: ON PLAN
Design Pro L• I"AWL WELCH P.E.29945
g Cert. No. Date; C'ittdl ILIA F"I
e
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Arri
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i 1
iX t '1
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14
L' cl
h OR ON THE ATTIC WALLS SHILL
COA[P V W`ITH SECTION FRC'316,
6) PER FIRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
( ONFO INI TO :ASTNI C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C
1177, C 178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
A000R ANCE AN'1T'H THE PROVISIONS OF FRC, .AND ADHESIVES FOR THE
INSTIL _ATION OF GYPSUNI BOARD SHALL CONFORM TO ASTNI C 5i7
7) INSULATION ALAI ERLALS, INCLUDING FAC(NGS,SUCH AS VAPOR RETARDERS
OR
\'A OR PERMEABLE AIEAIBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEAil LIES, ROOF —CEILING A�SENIBLIES, WALL ASSEAIBLIES, CR.411'L '
SPACES AND ATTICS SII ALL H AN E A FLANTF SPREAD INDEX NOT TO EXCEED 25 r�
N ITII A ACCONiP.ANYING SMOhE-DE\'ELOPED INDEX NOT TO EXCEED T5U -'
N IIEN ESTER IN ACL'ORD.AN'(E \\ ITfi ASTNI E 8T OR UL 723. vi)
n,
Concrete com ressive strength to be as follows:
a. Foundation concrete compressive sh'enath to be (2500 PSI) as stated on plans, structural
n e # 4 sheet #1, foundation schedule sheet 42, and wall section sheet 92.
b. Beam block, lintel and column concrete compressive strength to be (3000 PSI) as stated
on plans, structural note 43 sheet #1, and wall section sheet #2.
uvl �
GJakAr-A�
%O.u. POPLI
Yonj-
31vTR
LULL
1•r
11 {
7G
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2010-PLUMBING
2) DWV PIPING SHALL BE SCHEDULE 40 PVC.
3) WATER PIPING SHALL BE TYPE L CU FOR PIPING IN ItUILDING.
4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND
WITHIN BLDG.
Zti
(111" O IG DVl5tO'ti
CGGSgL'ILD�CE
gT.LTTCTT DTORC 8
�w BY ST E E K JQ
D
®R O A vSPECTTO WII 1
FILE COPY
SCANNED
BY
ST LUCIE COUNTY
a. Luc ounty Health Department
'=nvironmenta till
Date
'optic System Appea
or Proposed Con tion
ilia Approval ell, Not Guarantee
erl3rrn e of The System
oy jr:
PAUL WELCH ING.
MECHANICAL * ELECTRICAL * PAVIL ENGINEERING
1 9B4 S.W. E31LTHORE ST. - # 1 1 4
/ PORI SAINT LLICIE, FL 34964 ;;
PHONE E-rd AIL FAX
, 72) 765'986S 17721 705-9933
NOV 2 6 2013 Pa1,L WFLCN. P E. - FL REG No. 29945
04
MW�I
a
A
®
w�
h
I� 0
O
IC)IV
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H
W
N
ET NuivlBEtt
STUCCO OVER WiREI,ATH W/ I IGA. 2"
NAILS W/ 3/8" 0 HEAR @ 6" O.C. OVER
3/8" METAL RIB LATH @ 6" O.C. W/ (2
LAYERS) OF 154 FELT OVER MID
FRAi`1ING MEMBERS (TRUSS TAILS).
PROVIDE 6"X 18" SOFFIT VENTS @ 48"
O.C.
STUCCO SOFFIT DETAIL nts...
6"r
o
• F
Z2" X 6" OR 2" X 8" P.T. WD BUCK N
W/ 3/I6" X 2'/4" TAPCONS @ 12" O.C. 94
N
0
2" X 8" P.T WD BUCK (TYP) N'
6"
e
3
BUCK W/'/2" X 5'G' REDHEADS. /
W/ MIN. 2" 0 X 1/8" WASHERS
GARAGE DOOR BUCK DETAIL BLs...
STUCCO CEILING:
STUCCO OVER
WIRELATH W/ IIGA.2"
NAILS W/ 3/8" 0 HEAD @
6" O.C. OVER 3/8" METAL
RIB LATH @ 6" O.C. W/ (2
LAYERSOFI5#FELT
OVER EACH FRAMING
MEMBER).
1, 2I
L-)
( I )
(,2) 3
. F T BUCT
DOF EDGE
(Il
IDOfi
I. I IA If @ 6" O.O. PER & illO,G FIELD
2. IInIL B n 6" O.C. PER & 1 "O.C. FIELD
3, 1iML8@4"O.C. PER& VO.C. FIELD
N QIE: 115E BO RING SHANK NAIL5 FOR
ROOF SHEATH NO ATTAOHNIENT
PER FRC-60 .2.3.1
ALTERNATE BUCK 2-'X6 OR 2"X8'
'.T W, 3, 16 TC5 W. 1 N MIN
MED. @4"/12-OC Wi 410
CREWS PER P'4
'RO.1DE I li CaSE1ARD NAILS @
FROM ENDS AND 8 O C W TCS
'ER FRODUCE 4PPRUA'AL
IOTE:USE 1"X6" P.1 BLJCK
@ SGD'S
NOTE:TC'S TO BE INSTALLED THRU BUCK INTO MASONRY
W/ MIN, 1'/." EMBEDMENT PER P/A PER FBC 1707.4.4,2
BUCKS MUST COVER ENTIRE DEPTH OF JAMB,
SHINGLES OVER 30 # FEI: I
ON 19132" CDX PLYWOOD
SHEATHING NAILED W/ 8d
RINGSHANK NAILS PER ROOF
SHEATHING NAILING ZONE
DETAIL
PRE-ENGINEERED ROOF TRUSSES
'-- @ 24" O.C. MAX
/ SIMPSON STRAP PER TRUSS
j— CONNECTOR SCH.
I
ALUM. DRIP EDGE
IX6 P.T. WD. FASCIA
,--2X4 WD. SUB -FASCIA
TYPICAL 4X4 POST DETAILBfs...
' VENTED SOFFIT PER DETAIL
DOUBLE 2X 12 WOOD HEADER
WITH h" CDX PLYWOOD SPACER
GLUED AND NAILED W/ 16d
NAILS AT 8" O.C. STAGGERED
BOTH SIDES
SIMPSON AC4 W/ (28)-16d NAILS
EACH POST TO HEADER (USE
SIMPSON LCE4 (a) CORNER POSTS
WITH (24)-]6d NABS)
SIMPSON LSTA 18 W/(14)- IOd
NAILS AT CORNER POSTS (1) PER
HEADER
P.T. 4X4 WOOD POST
SIMPSON ABU44 WITH (12)- 16d
AND (1)- 5!H"a X 8" ANCHOR. BOLT
FINISHED GRADE.
(1500 PSI) CONC. FOUNDATION
(PER FOUNDATION FLAN)
DOOR 51UCK `IETAIL N.T.S.
R-30 BLOWN
INSULATION
s-
N" DRYWALL (WALLS AND C'LG)-
8"X8"X16" CONTINUOUS CONC. ,
BEA)vl BLOCKW/ (1) - #5 BAR IN —/
(3000 PSI) CONC. FILLED CELL `
8" PRECAS LINTEL W/ (1)-#5 BAR —�
IN (3000 PSI) CONC. FILLED CELL
AT ALL DOOR AND WINDOW
OPENINGS (SEE LINTEL SCH. FOR
NIORE INFORMATION)
W'DRYWALL ON 1X2 �. }
FIRRING @ 16" OR 24" O.C:
ALL HOLLOW CELLS FILLED --
W/ FOAM INSULATION (R-19)
WOOD OR VINYL. BASE
FLOORING BY CONTRACTOR
0
A 4"
11 II _1 I
IIIGI =: Ill ► iL�IIN;
� 1
TYPICAL BLOCK1
NOTE: INTERIOR COS WALL S(M(LAR.
ALTERNATE BUCK 2"x6" OR 7"x8"
P T, W/ 3/16" TUS 1N/ I!, MIN.
EMBG. @ 4"/12'-O.C. VJi 1110
SCREWS PER P/A
1 > P,T. 1A'INDOW BUCK
PROVIDE 1'4" C.ASEH.ARD NAILS @
4" FROM ENDS AND 8" 0 C W/ TC'S
PER PRODUCT APPROVAL
STUCCO FINISH RETURNED TO
WINDOW FRAME ON EXTERIOR
----' 3000psi CONC. FILLED SILL
NOTE.TC'S TO BE INSTALLED THRU SLICK INTO MASONRY
W/ MIN. 1'/." EMBEDMENT PER P/A PER FBC 1707AA.2
BUCKS MUST COVER ENT IRE DEPTH OF JAMB,
WINDOW BUCK DETAIL NT.J.
SHINGLES OVER304
ROOFING FELT ON 19/32" CDX
-- PLYWOOD ROOF SHEATHING
NAILED W/ 8d RINGSIIANK NAILS
PER DETAIL
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C. (NLAX SPA('ING)
— FIRRING
"SIMPSON" STRAP PEIi TRUSS
CONNECC'TOR SCH
METAL FLASHING (I)RIP EDGE)
2X6 P.T. WD, FASCIA (OPTIONAL
2 x 6 CEDARF.ASCIA) -
f
VENTED SOFFITPER SOFFIT
JDETAIL
#5 REBAR AI/ 90 DEGREE HOOK
8"XS"XI6" CONC. 131.00K
(MASONRY)
6O" WALL HT.
#5 VERT. REBAR IN (3000 PSI)
--CONC. FILLED CELL
(SEE FLOOR PLAN FOR
LOCATIONS)
— STUCCO FINISH
5/8" THICK
— #5 REBAR Wi 30" MIN. LAP SPLICE
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
-- FINISHED GRADE
ON nts...
AEG I7AD
tl, 44$" 94 g.,
FOUNDATION SCHEDULE
F-1 18" D X 16" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
F-2 12" D X 12" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS (STEP FTG)
S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FELL
j�(GE*aS
D I!I •l7
I "
Jir fs ,..
IS-c)"
'ASULATION
TOP PLATE OR 114" X3 5/8"
LRUNNER
WOOD FRAMING @ 16'' O.C.
'S"X3 /8" METAL STUDS
RYWALL BOTH SIDES
" BOTT. PLATE OR 1 %"X3 5/8"
AL RUNNER W/ TAPCONS OR
NAILS la 2'-D" O.C. (10d NAILS
WOOD FLOOR)
TING FLOOR
TYPICAL INTERIOR NON -BEARING
WALL DETAIL N.T.s,
NOTE. S)PI)L.AR FOR 8'-3" H WALL
Y
q x 4 r'o5r PeK b*?A1L
�I
1 x 4, Tap CA
V4" X S° IJ.G�E�Lli6T
WO 110%_T6�
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1
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NOTE: PROVIDE DRIP PAN & DRAIN LINE TO
EXTERIOR FOR W.H. & A.H.If.
SCANNED
BY
ST LUCIE COUNTY
FILE cupy
PAUL WELCH ING.
MECHANICAL * ELECTRICAL * GIVIL ENGINEERING
1 9B4 S.W. BILTMORE ST. - # 1 14
PORT SAINT LLJCIE, FL 349B4
/ PHONE E-PJAIL FAX
DECC ��1�� 17721 9B5-9 Saa eNLE6GHING�AoL QLLu 17921 785'9933
l''C V poul WELCH, P.E. - FL Rem, VIC 29945
04
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SJIEE1 NOMBER
ffil
3 # 3/0 THW IN 2" C
ELECT. SERVICE
200
2
MBR
3#3/0,#4,2"C
#4 CU GRND TIED
TO BLDG STEEL, CWP
AND DRIVEN GRND ROD
3 # 3/0 THW IN 2" C
UNDER GROUND ELECT. SERVICE
"EP„ "EP„
120 / 240V O 200 120 / 240V
I� 2 1 f
200A MBR 200A
MLO MLO
NOTE: USE ALL COPPER WIRE.
ELECTRICAL RISER / DIST. nts...
OPTION "A"
ELECTRICAL LOAD CALC'S
PER NEC
1204 S.F. @ 3 VA
TWO20A APPLIANCE CKTS
LAUNDRY
DRYER
RANGE
WH
DW
WP TUB )OPTION)
REFRIG
IRR. PUMP (OPTION)
MISC
TOTAL
FIRST 10 KW 0 100%
REMAINDER Cd 40%
TOTAL
AIC HEAT ) 100%
TOTAL
34004.8
240 = 141.7 AMPS
USE 200 AMP SERVICE
3612 VA
3000
1500
5000
12000
4500
1200
1200
1200
1800
5000
40012 VA
10000
12004.8
22004.8
12000
34004.8 VA
3 # 3/0, 44, 2" C
#4 CU GRND TIED
TO BLDG STEEL, CWP
AND DRIVEN GRND ROD
1 NOTE: USE ALL COPPER WIRE.
ELECTRICAL. RISER DST. nts .-
OPTION "B"
LRICALNj LEti
1) SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK UP - ARC FAULT
CIRCUIT
2) SMOKE DETECTORS TO BE LOCATED AS SHOWN.
3) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT OFTE SMOKE
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
4) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC
REQUIREMENTS.
IREMENTS.
5) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL
125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVYNG: BATHROOMS,
GARAGES, KITCIIENS, ACCESORY BUILDINGS, OUTDOORS. OR WITHIN 72"
A
OF EDGE OF ANY SINK.
6) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL
BEDROOMS.
7) EXIIAUST FANS TO HE VENTED THRU ROOF OR SOFFIT.
8) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
ELECTRICAL KEY
Y SINGLE POLE SWITCH
3 THREE WAY SWITCH
FOUR WAY SWITCH
DUPLEX CONVENIENCE OUTLET
120V SPECIAL PURPOSE OUTLET
220V OUTLET
Q FAN BOX/LIGHT
LIGHT FIXTURE
CAN LIGHT FIXTURE
qJ
FLOUR. LIGHT FIXTURE
® EXHAUST FAN
:(�)--'% SWITCHED OUTLET
Yf7 VAPOR PROOF
(4FJ GROUND FAULT PROTECTION
W P WEATHER PROOF
Q-- PUSH BUTTON SWITCH
® SMOKE DETECTOR
CO CARBON MONOXIDE DETECTOR
EQUIPMENT DISCONNECT
SCANNED
BY
ST LUCIE COUNTY
PAUL WELCH INC.
f`1EG11 �IJ,G aI. �' ELEGTRIGAL a CIVIL ENGINEERING
7 994 S.\N. BILTI'-1D RE ST. - # I 1 -1
P17Rl S4JrAl LGGIE, FL 349E34
PHONE F»x
DEC 0 6 2013 ?Be-21 9SBS 2 €6 lilp Hk1Htl 1?72I `�B5 99.93
p+uL WE,.ui, F E. - FL REG. tiQ, 29995
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SCANNED
BY
ST LUCIE COUNTY
1%E�cwY
U'0 F r [
INC.
14Euh14fJIG 4L "� ELEOTRIC4L �' CIVIL tN GIN EERIlVG
7 9Q4 B.VV. BI L.Tr 10 RE QT. - # 1 1 4
PORT 64INT LUCIE, FL 349Q4
i
PH H!'JE E-!d /AIL F4X
i7721 755 9559 Pf "aGlCl19721 955.9932
P E - FL Rr� rlo. 29945
DEC 0'6 2013
sliF�� NUIwetlt
Ll. OF
5
TRUSS CONNECTOR SCHEDULE
ALL TRUSSES
EACH
< 1'2s004
(1) HETA 20
1810
(9)-10d X 1 1/2"
AT CBS BEARING
ALL TRUSSES,
EACH
< 1000#
(1) MTS 16
1000
(14)-10d X 1 1/2"
AT FRAME BEARING
TRUSS COMPANY
CHAMBERS
LAYOUT DATE
I I / b ' 1 3
CUT -SHEET DATE
i l 1 Tj
* NOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN, EMBEDMENT,
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED,
TRUSS NOTES:
I ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
_CONTRACTOR
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH, FOR TRUSS TO WALL CONNECTIONS.
LINTEL LENGTH/TYPE
NO.
2'-10
3'-6"
4'-0"
4'-6"
5-4„
7
10
10'-6"
120"
11
3'-6"
42"
12
4'-6"
54"
13
5'-10"
70
14
6'-6"
78"
15
T-6"
90"
16
9'-4"
112"
13'
i -21
9'-4" 112"
L,-22
15'-4" 184"
1. 23
17' 4" 208"
L:24
19'-4" 232"
24'-0"
15'-4"
17'-4"
LINTEL SCHEDULE
SAFE
APPLIED SAFE
GRAVITY
GRAVITY UPLIFT
LOAD
LOAD LOAD
6113
4460
5163 464
3820 ----
6133 464
5365 -----
4360 464
3480
2661 464
1843
1533 -----
8974
4292
6036
1283
5681
752 -----
1366 -----
1254 ----
1075
1002
2564 161
1733
1326
1037 ----
598 -----
550
1880
1634
1133
914
5591
835
2571
SS7
520
446
306
P
NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS
NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON
t
TYPE DESIGNATION
�F = FILLED WITH GROUT / U = UNFILLED / S = SOLID
QUANTITY OF 15 FIELD ADDED RE13AR AT
iBOTTOM OF LINTEL CAMIY
I
NOMNAL WIDTH J L DUANTITY� OF 15 FIELD
NOMINAL HEIGHT —J ADDED REBAR AT TOP
INaspnry Connectors
COMPOSITE
BEAM
6 OB-IT
6 OB-IT
6 1B-IT
6 1B-IT
6 1B-IT
1
1
1
8F161B-1T
8F16 1B-IT
8F16 1B-IT
8F161B-1T
8F201B-1T
8F20 1 B-I T
8F20 1 B-1 T
8F20 1B-IT
8F161B-IT
8F161B-1T
8F16
15 FIELD ADDED REBAR AT
/- TOP MIN. (1) REDO
a I- / H 1 1-1/2' CLEAR
1 "''�=—FIELD PLACED EAU,
clTour +
15 FIELD OWED PEW AT
w BOTTDM OF LINTEL GUTTY
'g{jflaN Rf1HF0ltCING
PRWIDED IN LINTEL
MITI PEE REINFORCINO SCHEDULE)
The rtew IABHU beam hanger provides a lace -mounted solution
'
her cOnneCDOpbehC lemasonry or Concrete Walls. 4nen-+elded. F I' -
Ta
pne-plecemi lei. the HSHU is suitable for solid sac:nand
en9lneeredwoosbeat Ilaalneses relahationa
n••�..
9S +1
simplified becauso Ill screw anchor and Strong Drive"TL'^-
SDSstrewsareinclud Ire hanger. Since the Tlten HO
anchor is Installed site d's built, locating the anchor in
1(
the dphl specific ear,Tr I Izr cast in place bells
'
MATERIAL 10gauo H
FINISH Galvanized
INSTALLATION Use iTed fasteners fincludedt.
ANBCh hanger Is s -I, or growled CMU tall .sing
1
1!
Then HD their's .follosving
Dh8 holl us rIlls equal In diameter tothe
spercdiad anchor.
HOW shell e - needier than the Sp dbd w
'
Intel Hn l=". rat 5'lone n''.'a+rnn;r
z
I
Carbon :.= -I Ua base material At-
reducec-Hi r ecnaniral Inter of 0l FUND
Typical 14113HU Installation
Iha (farads rr:d''•1•,e ba:e material anti':: ill "due,
Iha srNh.Us Iran _apacilg.
• Titan NO Is W recommended for exposed
extend,appasatieis.
• Provide mablue tattler between beam
*U11WI
and waft pet jurisdictional requirements. SOS '2'x2':i"
CODES: See page 2010• Code Relereace Key Chart.
1, x6"
aatew anchor
Dimensions
-
Alienated Loads
' Allowable Loads
Nptlel No.
H�H� i
Dimensions
tint
fasteners
Entl of Willi Oulslde
rner Away hom Eddie
Ww1�
OF/BP
OF.'SP
. itsI - hat
I I series
Mad Da
CMU;
CMU Ca
role CIAU'Canpnb
Code
h10HW.559.25K 3•.:. S.
No
Concrete dvisl
Upilll't Ovwnload'�Upllll pwnlaad
UpIi II. Download
At
W I H : 8
'
—I-. ___ _
—
N3HU3.56'71s9KT 3'. 11'.
'Tien HOe SIDS
Anchors Sinews
(100,
I160) (160)
116/1251 161125E
(100, nog,
O6a) f16:126)
d
HEH ;.i671 :
- ! 5`, Iu 44
-
+720 2440 271.5
4100. 22101 4005
V6101356r16AT l T 16 ' AiBHU356 1➢ 3 3'(
2 :' + -. •5
.
- —�-- 14 tc 7P
i
1. O 1 2440 2 15
4191 3345 6065
VBF413 56/1PY,i "aba 18
—I-
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-
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VBPos, 50.9.2•KI 5.: o—, 9 1 DWI
A16HU5 60 10 1i --
3i
5 12 :: n2'
,20 2440 ZT15
—
41e0 221E 4005
-LdEHU5.60; 11_'61:T
-141018
21p5 326D .3495
69,1 3,45 6665
"ISHUS.50/11SIRET 5% ! 71:oe
__
llgtl loos nave Ornnr easiM": v;irwe a InS aAF'o%,i
p'citn no lmlher in rea,ea pr•.ad.
L45H_53DAZT 574 14
adnce where clue, lusts pollen.
P Minimum CAlU comps essine sfenprn''mmane: 600 of, ono concrete rnmpecure she
In I', zhall Ce 250C psi.
1%BH/S.i0i16KT 5!i 16
=9lnclwaumpeslrs lunlCeucCu sblun z...r..�.,.. �, srx!pc
O'a':Ilr rr n5
26'-4"
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GARAGE LEFT
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SCANNED
BY
SIT LUCIE COUNTY
PAUL WELCH INC.
1,1ECHANIGAL * ELECTRICAL * CIVIL ENGINEERING
1 984 S.W. BILTMORE ST. - # 1 1 4
PORT SAINT LUCIE, FL 34984
PHONE E-HAIL FAX
(772) 765-9888 17721 7 8 5 - 9 9 3 3
IZG'r O �a 2013
PAHL WELCIA, P.E. - FL RED, No. 299 45
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=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A&
0 degrees
or less
—1 /2
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss Is an example. your truss may not match.
nsist crane operator sets truss this way.
30' to 60' Span All
SDreader Bar
Irog ,__ Approx 2/3 to —is.
Line 1/2 of Span
REFER TO BCSI
Ass must be set this way if crane used
This is an example, truss may not match.
Insist crane operator sets truss this we /
All load bearing walls, headers,
beams & lintels must `)e in place
at indicated height before trusses
A& are installed.
AIF2 HAN�L9=F2 N4C-->-'111— 11
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. 61
For Truss to Truss
Connections see
hanger/connector
schy=dule in engineering
package.
Carrying Girder
Nails must be ss
shown. Guide tabs o
Dome angw nails. 11
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 9'-0"
ABOVE FINISHED FLOOR
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
M
12
4.00 I—
upset=1/4" heel=315/16"
SQUARE CUT END
2 x 4 Top Chord
WALL HEIGHT 9'
TYPICAL END DETAIL
NOTES:
* ALL CEILINGS ARE FLAT AT BEAM HEIGHT.
* ALL BEAMS ARE BY OTHERS.
* LEVEL RETURNS ARE BY BUILDER IF DESIRED.
1-
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A4
A4
A4
A3
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( 1 T 4" i 15,
7/71
HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT
Y
KO
CORNER JACKS
Z Q
ME FLED.
~ m
STMDAR
D D
O W
O z
E GINE
ENGINEERING.
9
HOO
I I I
24' O.C. THRU
CORNERJACKS
ONLY ,a 24 �r1 it
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
17 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNE
The legal description of the property where the trusses will be Installed is:
1. Trusses will be made in etdd accordance with this truss placement diagram Jaya
which Is the sole authodry Lin
eucce'oful fabrication of the trusses.
2. All dimensions In this layout have been verified by the undersigned.
sea
ovided
If
days ofldel wry the uan ondersligned agreesythaI no bed(uharges w111 I» allowed. Into C On ris Twos within
the evf such wTttten notice IS famished Chambers Truss $hall have IT (3) butinass days in whl
to begin 4. n required, or to substifule other trusses, at Chambers option.
The aundersigned ecknovAedgas roceipt of "BCSI 1-03" summary $heel by TPI & WTCO
6. De1Nery Is to )ob she. It is the buyees responsibllfry to make the Job She suitable f
delivery. Chambers was has the $ole authority to determine the suitabllily of the job site m
Portion of the job stte for delivery. Chars Truss will be responsible for dump delivery on]
The buyer Is responsible for additional delivery exponaes if Chambers Truss has to redeliv
because Jab she Is not prepared for delivery or buyer is not prepared for delivery of trusse
Buyer Is responsible to Chars Is Trues for towing costs due to site conditions.
e. doeas Shown In Paragraph 7 below Is subject to change ❑ any changes are made
this layout. A 560 per hour fee for roNsims may be charged by Chamber Truss.
7. This Is a PURCHASE ORDER to Chambers. Truss of the sum agreed to, or If IT agreement a reasonable price. Invoice will be made on delivery and Paid within terms of nt
on delivery. Involve may be made at scheduled date of delivery tt buyer cannot acre{
delivery of fabricated trusses. The at
agraea to pay Chambers Truss reasonabl
attorney's fee for collections In event of payment not timely made. 1-1/2 %per month servio
Marge will be added for all sums not paid within terms.
S. Signature or Initials anywhere on this sheet constftute$ agreement to all terms herein.
g. In consideration of Chambers Truss extending Credit for this material the underalgnel unconditionally guarantees payment when due of any and all indebtedness owed h
Chambers Trues by any entity receiving material and the undersigned agrees to pay sucl
recipient'
wines$ Indutling attorneys lees, tt default In payment for material be made by thr
redpi
10, In the event of any litigation concerning this agreement, the items furnished hereunde,
or payments referred to herein, the parties agree that the sale venue for any such action wil
be Saint Lucia County, Florida.
11. Design responsibilities are per -National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSI/TPIM?CA 4 - 2002""
DATED
Multiple ply trusses must be fastened together er engineering
n _ ee ing
before they are set; failure to do so can result Inroof collapse
Temporary and permanent bracing are required and can save life
and property and Is the responsibility of the truss srector"
Study the contents of the Information packet Included on delivery
before setting trusses"
Thimmmustbosstandblood perdss►gnbPm arit"&damage"
Trusses must be set plumb and square
Do not not bunks or stack of plywood, rooting material or any
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
Sci
eAg"�s ST LUCI
3105 Oleander Avenue
Fort Pierce, Florida 34882-6423
800-551-5932
Fort Plemof 772466-2012 Fax 772-" "8711
Vero Beach 772-868-2012 Stuart 772-2864302
Web Site: CHAMBERSTRUSS.COM
Fmsll• III UDCMAMRPRRTRI I.R&COM
LICJIVIV 1�r11 I L_I�rn
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method Main Wind Force Resist
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
Top Chord Live 20
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 5 3
TOTAL Load 32 7.2
Duration Factor 1.25
Wind Speed 160mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 12'-0"
Building Type ENCLOSED
Building Category II:Non Restric4ive
Exposure Category C
Barrier Island No
Conforms to FBC 2010
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: 71547
Scale: 1 /4 = 1'
66 total trusses, 17 different trusses.
MI 4: RLC ACAD: RLC Reviewed By: 4- �
Date: 11 /06/13
FOR
ONE CONSTRUCTION
DESCRIPTION:
120 E SITO CT.
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE=
71547 'AUL WELCH INC.
MIECH-ELECT-CIVIL ENG
1984 BFLTMORE ST. fl14
PORT ST. LUCIE, FL 34984
PAUL WELCH, P.E. FLA REG NO 2994E
V-tiylrvq GNL-"I