HomeMy WebLinkAboutBUILDING PLANSAuffirgANWANOMME Planning & Development Services Department
6-` Building & Code Regulations Division
s
2300 Virginia Avenue, Fort Pierce, FL 34982 -(772) 462-1553
Certification for Design Load Compliance
Project Name: NEW RESIDENCE
Project Address: SAVANNAH RD.
Permit#: Occupancy Type: B 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 multFfamily)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 _Supplements using ASCE 7-16
2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open
3. Risk Category: I X II III IV Exposure Category: B X C D
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
20.6 20.6 20.6 35.8 35.8 33.9
Zone 1: -32.7 Zone 2: -57.0 Zone 3: -84.2 Zone 4: -38.8 Zone 5: -47.9 Garage: -44.2
7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:_ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
8. Were Shear Walls Considered For Structure? X Yes _,Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St Lucie
County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.'
Paul Welch Inc.
ON PLAN 7/30/21
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie_ , FL
Company Name & Address
Building Department Product Approval Submittal Affidavit
Perm t # Building A dress; ON PLANS Contractor: ON PLANS
Opening c ie u e : 'wing doors, Overhead Doors, Sliding boors, Fixed Glass, n a S g is
Opening ID
FL # or NOA #
Product
Model #
Manufacturer i
Glass
Attachment Method Type, Size, Spacing &
Building
Product
Embedment (DISTANCE FROM CORNER /
Design
Design
Description
DISTANCE O.C.)
Pressure
Pressure
1, 2, 3, & 4
FL#
SM. WINDOW
185 SH
MI WONOWS &
IMPACT ,
1/4" X 11/4" MiN EMBD. TAPCONS @ 2"/16" O.C.
SEE ELEV.
+/- 55
17499.1
DOORS
5
FLY 20468.5
S.C, DOOR
SMOOTNSTFIR
TN1 RMA-TRU
N/A
1112" rAIN, EMBED TAPCONS @ &"/14"
SEE ELEV.
�/- 50
W/SIDELITE
O.C.
Of,C. MAX
A
/
6
0,o F7.
�
�_ r ,i c�
SEE ELEV.
}
7
FLY 16546 , 5
fl}ID
#73
CLOPAY BLDG
N/A
1/4"X 11/2" 1AIN, EMBED TAPCONS @ 3"FROM
SEE ELEV,
+36 42
PRODUCTS
ENDS AND 71/2 O.C, MAXO,C, MAX.
Attachment Method:
Bldg.
Product
PRODUCT
MODEL #
MANUFACTUER
Type, Size, spicing, Embedment, Stiffner, Etc,
Design
Design
"
Pressure
Pressure
MULLIONS
NOA # 20-0814.10
LAWSON INDUSTRIES INC,
211 X 2"X 1/8" ALUM. ANGLE TO MULL W/ (2)- "4
SEE ELEV. '
+1- 66
Vertical Mullions
5MS 5/16" TAPCON 13/4" EMBED INTO CONC.
F to df7c jLev- -� p q 0 j l lot, o , C
N 1 A
ROOF
}�
'17"11-1
'�1/�Iv t c SviT -
^rEo
to l �
° 9'
�.
aM rAt_
UNDERLAYMENT
. FL# 2569.1
PEEL N STICK
SOPREMA INK �
N/A
SELF ADHERE TO WOOD DECK
-90.3
-150
Hurricane
Panels
i have reviewed the above product approval Information and approve it.
Name: Paul Welch P,E. Certification Number: 29945
LR\=L S CI -I RULE
LINTEL LENGTH/TYPE SATE APPLIED SAFE APPLIED COMPOSITE
1tp, GRAVITY GRAVITY UPLIFT UPLIFT BEAM
LOAD LOAD LOAD LOAD
1-11
17'-4" 208" PRESTRESSED
1326
200
520
100
8F20 1B-IT
L-2
5'-10" 70" RECESSED
4242
908
1900
312
8RF13 1B-IT
L 3
5'-10" 70" U-LINTELS
2622
N/A
149� 2
N/A
8F12 IB-IT
L•4
4'-6" 54" U-LINTELS
6133
1050
2724
942
8F16 IBAT
L-S
4'-4"' 52" RECESSED
5206
200
2365
100
SRIF13 1B-IT
L•6
7'-6" 90" U-LINTELS
2661
1630
1634
130D
SF16 IB-IT
L•7
2'-10" 34" U-LINTELS
3480
200
1880
1.00
8F16 IB-IT
L•8
5'-10" 70" U-LINTELS
4360
423
2093
375
8F16 ID-1T
119
9'4' 112" U-LINTELS 1
1843
200
1133
10D
8F16 !B-IT
L (pm
1°p IImi.Ii'(Ti
(�.
��%?
(v
NO'iZ: WIIEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN
NOTE: PROVIDE "CASTCi2.I1 TE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS.
ONE-m
LJ "'�'
L_ n
1' 1111KI
'_,RI1 I I 1 '7',dn 1 71_I11 1 _ 7'_111 1 7'_Rll
1 L OOI \ I V/ \I V- ./liN�L �.I I I I ,011
16
M-9a
I
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020
MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2017 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.C.
2020 FOR EXISTING BUILDINGS.
I
2
3
4
5
6
7
A
B
C
D
E
I+
G
TI
J
DOOR/WINDOW SCHEDULE
(37 �" W X 63" II) (DBL) STI25 WINDOW
(37 " W X 63" 1-I) S1125 WINDOW
(37 2" W X 38 8" 1-1) SH23 WINDOW
(27 "" W X 26" 1-1) SHI A.2 WINDOW
3°8" S.C. DOOR W/ (1) 12" SIDELITE
8"8° SLIDE GLASS DOOR
16Y OVERHEAD GARAGE DOOR
2'80 SOLID CORE 20 MIN 'TIRE RATED DOOR
288° H.C. INTERIOR DOOR.
2°81) H.C. INTERIOR DOOR
2'8° INTERIOR DOOR
6(Y BI-F OLD DOOR
208° 1-1.C. SWING DOOR
348° CASED OPENING
3°8° CASED OPENING
2680 H.C. INTERIOR DOOR (SWING)
TABULATIONS
LIVING:
2,148 SQFT
COV. PORCH:
212 SQFT
ENTRY:
139 SQFT
GARAGE:
512 SQFT
TOTAL:
3,011 SQFT
PAV4 VvEiCH INC,
MECI-i-ELECT-CIVIL ENG,
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUI_ WELCH P.E.
FLA REG N029945
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984 S.W. T31L TMORE ST. SUiTE //114-
r'QR.T,FL 34934
SHEET 11UNBEP
3
OF ,
1F r i�
I\ F/ \I , � L F VK O I Y
Of �VKOff
2" X 4" DIAGONAL BRACING AT RIDGE WITH (3)
16d NAILS EACH END (TYPICAL)-----
5C/uII II-O'I
CALCULATE ATTIC VENT.IL.ATION
CEILING = 3011 SQ. FT.
3011 1150 = 20.1 REQUIRED VENTILATION
236 L.F. OF 6 " X 18 " VEN'rs a $ " O.C. = 44.25 SF / 2
22.1. SF AVAILABLE FO'k
CROSS VENTILATION
22.1 SQ. FT. > 20 SQ. I" -I" VENTILATION O.K.
PROVIDE 6" X 18" SOFFIT VENTS a 48" O.C.
5CA,r- it I I I.0H
ROOFING / UNDERLAYMENT /SHEATHING
PER TYPICAL WALL SECTION
2" X 4" LADDER FRAMING AT 12" INCHES O.C.
SOFFIT PER PLAN
ALUMINUM DRIP EDGE OVER 1" X 2" P.T.
2" X 6" PRE -PRIMED SPRUCE FASCIA
TRUSS BY TRUSS COMPANY
STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING
PER STRUCTURAL NOTE # 13, SHEETA100
METAL FLASHING
ROOFING / UNDERLAYMENT /SHEATHING
PER TYPICAL WALL SECTION
t➢.at.®I
BOSTON HIP DETAIL NOTE:
NO SCALE; TRUSS TO WALL OR BEAM PER
TRUSS CONNECTOR SCHEDULE
o.N.
0"(p)
r�}T � � Q') PrZ l ^ II7
: �t�+ 3 1
T 6
EUWATION
lit AI'.1
ROOF SHEATHING; NAILING ZONE
(TYPICAL GENERIC ROOF PLAN) A = 4 FEET
ROOF SHEATHING ATTACHMENT REQUIREMENTS
ZONE 1: NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE 2E 8( 2R: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD
ZONE 3: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD
NOTE: ROOF SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING
FASTENED TO ROOF FRAMING WITH 8D RINGSHANI( NAILS PER FBCR 803.2.3.1.)
(
SPACED PER ZONE DE
SIGNATIONS AS SHOWN ABOVE
WHr FLFvffioN
Fr\OI f F�EVA ON
TYPICAL HIP/ KING JACK CONNECTION
CCIRNERSET GENERAL, SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. I3, C up to 60' Mean Roof Height and
Exposure 1) tap to 30' Mears Roof Height.
t
7�TAttach King ,lack w/ (3) 16dToe Nails @ TC & BCAttach End J W/ (4) 16d Toe ►_
& (3) 16d Toe ails a@ BCp.
c,
}
1�
'd
Attach CorneJack's
W/ (2) 16d To Nails ', }
® @ TC & BC apical) CD
CD
"L
\`
i'4'ti �•f^ =•lam: '•:•9ti'
:•r^^/v:
:;•;{'r.': oV.?,%.+•'t`•:i'}4:�>.tC;'{'f7:C•''yy:j :.f .:5 ..yf.:y:: �•':�'.'':vii Y.i3 : �v::..
SCSI C !►I I _ I - ,0i I
/'V I 4I I 1, 01 I SHEET NUMBERzz
PALI1 VVEw Clfi INC, I : T of
MECF1-ELECT-CIVIL_ PAUL �� FU'_� C NC.
1984 BILTMORE ST. #114 MECHANICAL ELECTRICAL CIVIL ENGINEERING
POR17 SAINT LUCIE, FL 34984
PAUL WELC1-1 P.E. 1984 S.W. BILT'NIORE ST. SUITE 41 I4
FLA RIG N0.26045 PORT S T U )CTI PI., 3419e4 �
AUG 0 3 2021
L\ 9i p
N
�t: 1 z
n
k'
--r >?k
r
n
k r`
'
i
r
g- 1
,
f
£
�a pp
"
rn
\ „ { W s
/ c•' 1_ as , 'k ?t
\ \/ r , J
/ ', J O
r —
t / 3'{ €h j 0y�
.
C 1 � � Imn
a , .
:
, I
r
0/4
'. �„u.nTtu .._ _< �.rasnw�ia'' .,.. '...<,� r . <.:�:::<- +:t•Y, s„,.:�. ..�, .... - I v r.c :�? i� a=i
EJ71 � / / �� � � 16 2� �.
/ ,F
we
INA
LL. t t t—
Ln
/ \rl
`
t
/ \ t 14
\ / \ \ \ \ \ \
\ / \: \\ \ \
\ \
`9 8
\ t.A
_ -�-
20
\ (A
x y , \ \
EJ71 -
E
<
i k 3 \ \ I"f
t'
t
^i
i
..a..:. ., e�.a�. - -.:.. r �mz:.:.„\ �..,.ra:, ":. w c> B: c
\ / / -\ \ \ \ \ \ \
pp
€\ xF
\ l
s O V \ \\ \ \ \ \ \
\ I
8
e�.��(. - .s-,.:n,,k�.x�,Fv�s,.:.,.s.�'s�vsr.,:<:t.<'z�:::�.,:�a�:.,.,�� t,:;:af i \ i!I }'( \ � l�/
EJ7 \ \ :'
i ,
-77
-`2 /
/ / / / / / ut f ! / / a
/ /
73
,
EJ7
z /, / / Z fill
«J eh
/ / / / / /
N ;i / /,' /
/101,
/ / % / I- xy
r,.
/
l
EJ7 � �
/
3 / _ I €
tt.:.=_x ,.x:.�v:„.tY x. <.,vx,-<,_,.,.. s,»x,.�z_::',....,5<..,.�a"�'s-_,<�..._L.: .,, .4 ;i r:' /
EJ7 / A / / / / %
I /j/�
4'.
.J a I=
/ /a / / / / y
' kM j m / /
1
w �
d- J -
(
Ql
31 x
EJ7x,...b ,. x.5.:a;4,-..,k>s, ..u,z. <<..�':�.>.<c..�: .3,; n__ssY." '€
a. i,-
-
"
i
k
\Rd
,
I 1° I4,1 id
- I
fl
vi
EJ7 1
„ I
� 1 `
.I 1 v
a
4
t
I
�x
EJ7
"aT-:[�� xYsiC<=s,',-.'' :' S .,a5x .3z'r.:K_sv'�..SsL' k.�3u r-.wn L ..__.,< L... (:I K", Go ch li Y
<
1
G3 IiJ
( t ;
' y; U9
f
�x.c. ; .__ .. (1
F' 9 EJ7 /<. <:;. y, t
:�; •;; :.! ., .:;, �{ - I. .,,.,... .::." _..-i.._-_..,-, r„ f .,e.l3 <�, :, .s.'`>s-..—�..n !!r;:,. r d _y �w:R.w.kx .443'Xzs`.°:'S.:��x�'� .;� -�_ ,- .,: ,.'
V5
EJ7 ,;....:.,. N= N N \I k
<
'n N N G
< _
N a c::
: ,.;.:,.VJ „ r; .,. ;s ,. e
�, � � r:,� < (, �
% Y
•
<
Y:I
Jl J� 1
L_ 4 —1 (�
JI J —
z
t:
J1
1
!
W s3 J
'r
m
Ox01
G 1
M
N
10 8 .LNG _
a.
4'—
1 [y
mow:.",
G2
M
1Ax
D2»
��.�x.., ,.�.z»a�,
w. , ,,.
_ _,h. am.� •,
9'-4" CLNG
_
�D
mpauagm
D2
annm
v » . a::'
CJ1
W
W
LL1
uj
LLJ
LLI
LL1
Ll U
U LU
o '
.. F U
,
4 bra }
x
�.
,� < fir. _ .. , ., ..
,k_-.-.-....a_-_._.-._ _ _ ..«,.. F ,. ��....x.:. � rr...,. - .� ,,.. w: a a.u.�:... x ...� F...,....,�, "�. zr,
T-1 (� O M \
U W '--A W W W W W W W U
1 -4" FLAT
\ T E3 PROVIDE
�O IDE OP @ 10 8
RG @ 9'-4'
BTM @ 9'-4" BRIG @ 9'-4"
19' o "
., CJ1
CJ 1
CJ3
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
EJ5
CJ3
CJ1
TRUSS CONNECTOR SCHEDULE
TRUSS ID
BEARING POINT
TRUSSACTU,AL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
B4
1ST
1749
(1)-HETA 20
1810
(8)-16d
2ND
1797
HANGER BY TRUSS
CO
C5
1ST
2250
(1)-DETAL20
2480
(18)-10d X 11/2"
D1
15T
3215
(1) VGT
4940
(16)1/4"X 3"SDS & (1)
5/8"A.B.
O
2ND
4672
(1)VGT
4940
(16)1/4"X3"SDS&(1)
5/8" A.B•
FG1, FG2AND FG3
EACH
834
(1)-HETA 20
1810
(8)-16d
@EA COLUMN TO
GIRDER
JACKS
1ST
<500
HETA20
1810
(9)-10dx11/2"
VERIFY
2ND
<500
NAILED PER TC
VALLEYS
CONT.
100 # PLF
( )- MTS 16
1000
(14)-10d X 1 1/2"
1
( 1 STRAP ATEACH END AND AT 24"O.C.
ALL OTH ERS AT CBS
BEARING LESS THAN
1800#
EACH
<1800#
(1)-HETA 20
1810
(9)-10dX11/2"
AT CBS BEARING
ALL OTHERS AT
FRAME BEARING
LESS THAN 1000#
EACH
<1000#
(1)-MTS16
1000
(14)-10d X 11/2"
AT FRAME BEARING
TRUSSCOMPANY
BUILDERS FIRST
LAYOUT DATE
TBD
CUT-SHEETDATE
TBD
SOURCE
NOTE: ALL STRAPPING TO BE 51MPSON STRONG -TIE AS SPECIFI ED.
NOTES:
U VALLEY TRUSSES MAY BE ATTACHED W ITH SIMPSON VTCR W/ (4)-#9 SD X 2 1/2"TOSUPPORIING TRUSS AND (3)-#9 50 X 1 1/2"
TO VALLEY T RUSSINLIE U OF MT S16 AS STATED. VTCR 5 HAl L BE INSTALLED AT EACH END AND 24" O.C. MAX.
2 USE SIMPSONEPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHORBOLTS(A.B.).
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2 CONTRACTOR
0 ACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITICNS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING
LL NG TRUSSES.
4) TRUSS TO TRUSS CONNECTION
5) SEE TRUSS CONNECTOR SCH. F
S TO BE PROVIDED BY TRUSS COMPANY.
OR TRUSS TO WALL CONVECTIONS.
NOTE.:
FOR MISSED TRUSS CONNECTORS AT
/11LOCK WALL88 WITH 1175 # UX)LIFT OIL
LESS; IPIROVIF)E,SIMIPSON" HTSM WITH
(4) 1/4 X 3/4 TITEN,- AND (10) 1Od.
FOR MISSED TRUSS CONNECTORS
FOR TRUSSES WITH 1175 # UPLIFT
OR MODE, CONSULT ENGINEER FOR
ADDITIONAL TRUSS CONNECTOR OPTIONS
i-I
�J o„w, (t
,—' HEEL HEIGHT ---j
o
:
rA1
1'-011 -
I
r�
l
.ANJCI�..t PP_YLEL-GTN.$).C_LI�LC. H� 'CRr A IqV,c7J� <EAVI WELCiWCN:GJ1'JEEFIP�Cf �lh1TrXlt�ItrE�ETx H1)i;l(,MECH-ELECT-CIVIL EN(a<1984 BILTMORE ST. #11419814 S.W. E31LTRA ~ 3T. SUiC��� � crfltrxyx�t1JdI
POnT SAINT LUCIE, FL 34984 PO.Pe J 5.� 1.1`11 L U C.IE � PAUI_ WELCH P:E. L 34984 F� OF
�r•si;y
E=LA RCG N0.29946 ,,� - ' • ,��°s
P H O r1 }✓ � �,:� I
r
.�MAIL
- �����8���8�5g- '�.V1r.tLGF-fIN. L ,C><1
C O L: r: p Jti:r �t
P r_; r I- <,'EG. NitD. 299ri
AUG 0 3 2021 _
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 20;�,P,PLUMBING
2) DWV PIPING SHALL BE SCHEDULE 40 PVC,
3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE I_
COPPER, CPVC, OR PEX.
4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND
WITHIN BLDG.
5) HOT WATER PIPIING WITH A MINIMUM THERMAL RESISTANCE OR R-3 SHALL
BE APPLIED TO PIPING LARGER THAN 1" NOMINAL DIAMETER, PIPING FROM
WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE
CONDITIONED SPACE, PIPING FROM THE WATER HEATER. TO THE
DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB
BURIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS,
PIPING WITH RUN LENGTHS GREATER THAN 20 FEET,
6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 20'�Zc-
ENERGY CONSERVATION,
DOWEL V01) REVAIV NOTES
IN THE EN/ENT STEEL HAS TEEN (NArlVElf TENTL)( OMITTEr.i
FROM IJ_)O1NN (POUR LOCATION'S, rT'),ILL 6" INTO CONCRETE
(NO CLOSER THAN 3-3/4" FROM EDGES AND- 5" FROM ENOS
OF CAP WALLS). REMON/E MUST PER MFO.'S INSTRUCTIONS
AN1)I USE TVVO PAIPT EIPDXY TO ANCHOR #5 IPEIFlAR /N ,PLACE.
USE EITHER HILTI C- i 0 OR. SIMIPSON _XPOT0( TIE.
36" X
COwC
FOP, Al C
I
it
MAsoNRY WALL, SEE PLAN
- f/5 REPAR ('1-113" O.C. (MAX.)
AS SI-IOWN ON PLANS
1 CURIli
B w
d 4" THICI( (MIN.) POURED
F'N.AL GRADE — CONC. (2500 PSI IdIhJ.)
12" MIN, EMBEDMENT
BELOIY EXI511NG GRADE
3" MIN.
(2) #5 CONTINUOUS RERAN CLEAR COVER
MIN. (TYP.).
6X6-Yli.4xW1.4 W'1',TJ
DOUBLE YATHIN 3 FT.
FROM FOOTING (TYP)
(OR FIBERMESH)
CURB SECTION
SCALE: 319"
2x4 FRAMED NON -BEARING
YIALL SEE TYP. DETAIL FOR
CONNECTION TO FOUNDATION
7" (MIN.) P.T. SOLE PLATE z
w
F'F- - 4" TFIICK (MIN.) POURED
C014CRETE (2500 PSI MIN.)
6X6-1VI.4xW1.4 Wij.I
(OR FIBERMESH)
(2) 4/5 BARS CONTINUOUS
4T-
BEAR1tJG SCALE: 3/D" � q.p" • .. -
IF, OUND.A,TION SCHEDULE
F-1 16" D X 16" W (2500 PSI) CONCRETE AIONOLITIIIC
FOOTING WITH (2) #5 BARS CONTINUOUS
T-2 12" WIDE X 12" DEEP (2500 PSI) CONCRETE MONOLIT.I 1C
STEP TOOTING WITH (2) #5 BARS CONTINUOUS
F-3 U" X 3" (2500 PSI) CONCRETE MONOLITHIC FOOTING III/
(1) #5 BARS CONTINUOUS
S-1 4" THK (2500 PSI) CONCRETE SLAB WITH
FIBERMESH OR 6"/6" o IA'WM OVER VAPOR
BARRIER ON CLEAN COMPACTED CHEA11CALLV
TREATED SOIL
PAUi .'vvE�CFIINC.
MECH-ELECT-CIVIL ENG.
1984 BILTMOIiE ST. #114
PORT SAINT L.UCIE, FL 34984
P.4UL Vv'ELCH P 45 PAUL H, INC.
FIA REC Id0.2�� WELCH, WELC
MECHANICAL ELECTRICAL CIVIL ENGMEERING
A J.
AUG 0 3 2021 3 I>R
SHEET NUMBER
OF
M1f
t• %f��• �t
WALL FINISH / INSULATION NOTES
1) INTERIOR TO BE 2" DRYWALL FINISH.
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. 2" THICK WITH (13 GAGE, 1 8"
LONG, Imo" HEAD; 0.098" DIAMETER, 1 I LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.086" DIAMETER, 15" LONG, 64" HEAD; OR GYPSUM BOARD
NAIL, 0.086" DIAMETER, 18" LONG, 32" HEAD) SPACED AT T' O.C. FOR NAILS
AND 12" O.C. FOR SCREWS.
3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER -CEMENT OR GLASS
MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR
C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER
AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
NOT GREATER THAN 450.
5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
CLASSIFICATION OF NOT GREATER THAN 200.
6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL
COMPLY WITH SECTION FRC316.
7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
CONFORM TO ASTM C 36, C 79, C 7% C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C
1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020
ENERGY CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO
UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING
SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS
REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT
LOOSE FILL FROM SPILLING INTO THE LIVING- SPACE.
3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR
LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH
R402.4.4.
4) THE BUILDING SHALL BE TESTED FOR AIR LEAFAGE IN ACCORDANCE WITH
R402.4.1.2.
5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND
SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE
TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3.
6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAar
CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND
COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS:3" BEAMS: 11" SUSPENDED SLABS: 1 "'
6) LAP ALL REINFORCING STEEL A. MINIMUM OF 48 BAR DIAMETER EXCEPT AS
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD
PRACTICES.
10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING
SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD.
11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS; EXTERIOR PLYWOOD
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER
NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL
SCREWS 1.5" LONG AND 0.131 DIA.
i2) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS
SHALL HAVE 8' BEARING.
13) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BOND BEAM.
14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE
STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ g" O HEAD @ 6" O.C. OVER
8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER EACH
FRAMING MEMBER).
" X I" CM617 TC'5
@ 24" O.C, VLO',
@ rO CF�51NAL1,5
PROVIDE 6" X 18" SOFFIT VENTS @ 48"
STUCCO OVER WIRELATH W/ 11 GA 2"
NAILS W/ 8" O HEAD @ 6" O.C. OVER
8 METAL RIB LATH @ 6" O.C. W/ (2
LAYERS) OF 15# FELT OVER WD
FRAMING MEMBER (TRUSS TAILS).
N1-5.„
- �0%rOM COW OF
11Zu55
z" PpYWALL (WALLS
ANb CL6)
2 X 4 WI7 i0F FLAFE 01�
I it
X ]q 211
M�f&
I?I,INNCh
2X4W00125TU75@24''
O,C,
or 12" X 3 -' Norm
5TUI95 @ 24" O.C.
2" Pm, 4I, E3OFN
5112F5 (5CC WALL FINISH
NOM5 I"0rl W&I-5
APJAC,FNT 10 51-10VVEF
ANP TW)
2 X 4 f S. WOOP G01"T.
I'LA1f-
Op 12" X 3 8" MCTAL
FUNNEL' W/ VTCON5
@ 24'' O,C,
CONCF 1J; FL00F
TYPICAL WF OF NON-[�F,G, WALL PFf/NL
Z" DRYWALL (CEILING)
(1 ROW)
8"X8" CONTINUOUS CONCRETE
BEAM BLOCK W/(1) - #5 BAR IN
(3000 PSI) CONC. FILLED EACH CELL
8" PRECAS LINTEL W/(1) - #5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
AT ALL DOOR OPENINGS AND
WINDOW/ OPENINGS (SEE LINTEL
SCH, FOR MORE INFORMATION)
ROUGH BLOCK
CONC. CURB -
STUCCO CEILING PER STRUCT,
NOTE# 14
SIMPSON CONN PER SCHEDULE
TYPICAL COLUMN 5FCT` ON (FNTP,,Y)
'II�Ik�l�ll�il�l
R606.2.1 CONCRETE MASONRY UNITS
CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR
CONCRETE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR LOAD -BEARING
CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED CON(;RETE AND CALCIUM SILICATE
MASONRY UNITS; ORASTM C1634 FOR CONCRETE FACING BRICK.
R606.2.7 MORTAR TYPICAL VVAL � 5F CfI ON (6 \I \A6 F )
EXCEPT FOR MORTARS LISTED IN SECTIONS R606.2.8, R606.2.9 AND R606.2.10, MORTAR FOR USE IN
MASONRY CONSTRUCTION SHALL MEET THE PROPORTION SPItiCIFICATIONS OF TABLE R606.2.7 OR
OR THE PROPERTY SPECIFICATIONS OF ASTM C270, THE TYPE OF MORTAR SHALL BE IN ACCORDANCE
WITH SECTIONS R606.2.7.1,R606.2,7.2AND R606.2.7.3
R606.2.11 GROUT
GROUT SHALL CONSIST OF CEMENTITIOUS MATERIAL AND AGQREG;ATE IN ACCORDANCE WITH ASTM
C476 OR THE PROPORTION SPECIFICATIONS OF TABLE R606.2.'I1, TYPE M OR TYPE S MORTAR TO
WHICH SUFFICIENT WATER HAS BEEN ADDED TO PRODUCE POURING CONSISTENCY SHALL PERMITTED
TO BE USED AS GROUT.
i— M-CL ROOF OVER PEEL N STICK
UNDERLAYMENT PER FBCR 905.1.1.3
OVER 19/32" CDX
PLYWOOD SHEATHING
WITH 8D RING -SHANK PER ROOF NAILING
DETAIL
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C. (MAX SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
�— METAL FLASHING (DRIP EDGE)
1 X 6 CEDAR FASCIA OVER
2 X 4 WOOD SUB -FASCIA
STUCCO SOFFIT PER DETAIL
#5 REBAR W/ 90 DEGREE HOOK
— 8"X8"X16" CONCRETE BLOCK
(MASONRY)
— #5 VERT. REBAR IN (3000 PSI)
CONCRETE FILLED CELL
(SEE PLAN FOR LOCATIONS)
STUCCO FINISH
- #5 REBAR VV/30" MIN. LAP SPLICE
- FINISH GRADE
II
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
M5,,,
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
PRE-ENGINEEREC) "OOD TRUSSES
@ 24" O.C. (MAX SPACING)
SIMPSON MTS 16 PER
CONNECTOR SCHI.
GIRDER BY TRUSS CO.
#5 REBAR W/ 90 DEGREE HOOK
8" X 16" CMU COLUUMN WITH
(2) #5 BARS VERT. FILLED WITH
(3000 PSI) CONCRETE,
CORNER COLUMI�JS ,ARE
8" X 8" X 16" CMU COLUMN WITH
(3) - #5 BARS VERT. FILLED WITH
(3000 PSI) CONCRETE
STUCCO FINISH
#5 REBAR W/30" MIN.. LAP SPLICE
FINISH GRADE
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR S112'ES AND
SPECIFICATIONS
1\.11-5,,,
R-19 INSULATION
Z" DRYWALL (CEILING)
(1 ROW)
8"X8" CONTINUOUS CONCRETE
BEAM BI..00;KW/(1) - #5 BAR IN
(3000 PSI) COI IC. FILLED EACH CELL
8" PRECAS LII NTEL W/(1) - #5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
AT ALL DOOR OPENINGS ANC
WINDOW OPENINGS (SEE LINTEL
SCH. FOR MORE INFORMATION)
1;"DRYWALL (WALL)
1X2 FIRRING; @ 16" OR 24" O.C.
F1 FOIL INSULATION
STUCCO CEILING PER STRUCT,
NOTE# 14
(1 ROW)
8"X8" CONTINUOUS CONCRETE
BEAM BLOCK W/(1) - #5 BAR IN
(3000 PSI) CONC. FILLED EACH CELL
8" PRECAS LINTEL W/(1) - #5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
(SEE LINTEL FOR MORE INFORMATION)
TYPICALCOLUMH 51;CT`I0N (COV, POPCld)
TYP I CAL WALL 5F CT I O N
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
PRE-ENGINEERED WOOD TRUSSES
@ 24" O_C. (MAX SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
#5 REBAR W/ 90 DEGREE HOOK
8" X 16" CMU COLUMN WITH
(2) - #5 BARS VERT. FILLED WITH
(3000 PSI) CONCRETE,
CORNER COLUMNS ARE
8" X 8" X 16" CMU COLUMN WITH
(3) - #5 BARS VERT. FILLED WITH
(3000 PS!) CONCRETE
STUCCO FINISH
#5 REBAR VV/30" MIN. LAP SPLICE
FINISH GRADE
(2500 PSI) CONC. FOUNDATION _
SEE PLAN FOR SIZES AND
SPECIFICATIONS
KI- L'-'' D� OVER PEEL N STICK
UNDERLAYMENT PER FBCR 905.1.1.3
OVER 19/32" CDX
PLYWOOD SHEATHING
WITH 8D RING -SHANK PER ROOF
NAILING DETAIL
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C. (MAX SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
METAL FLASHING (DRIP EDGE)
1 X 6 CEDAR FASCIA OVER
2 X 4 WOOD SUB -FASCIA
STUCCO SOFFIT PER DETAIL
#5 REBAR W/ 90 DEGREE I IOOK
8"X8"X16" CONCRETE BLOCK
(MASONRY)
#5 VERT. REBAR IN (3000 PSI)
CONCRETE FILLED CELL
(SEE PLAN FOR LOCATIONS)
STUCCO FINISH
r11'5...
u
u
Ju.,1
U--
0
3
()
co
*4
copy
MF-CH-ELEC i -CIVIL ENO,
1984 BILTMORE ST. #114 SKEET NUMBER
}n
.PORT" SAINT LUCIE, FL 3498
PAUL WELCH P.E. OF
ELA REG c40.2994.5 PAUL WELCH INC.
MECIiAN[CAL ELECTRICAL CIVIL ENGINEERING r
1984 S.W. BILTJ\4ORC ST. SUITE #114
PORT ST, LUCIE, EL 34984
AUG 0 3 "! ti t-, r'S, q 1 r•)r i. 1 t r_ Ti li Yf ] : ('fit , e
2021
CMU W)
(SEE W1
CORRO:
PER V
APPLY PE
BETWEE
(SEE V,
FILLED CELL AT JAMB BLOCK
(T`(PICAL)
li " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS.
SEE WATER PROOFING NOTE # 6
ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT
PER WATERPROOFING NOTE # 4, AND ANCHORED
TO MASONRY WITH 1-112" CASE HARDENED COIL
NAILS AT It 2" O.C. MAX.
ANCHOR WINDOW FRAME TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
1A'JI NDCDAIV HEADER AND JAMBS TYPICAL DUCK DETAIL
NO SCALE
NOTE:
TAPCONS TO 13E INSTALLED THRU BUCK INTO
MASONRY w/kf1N. 1-1/4" EMREI)'MENT ,PER
PRODUCT APPROVAL ,PER FI3C 1715.5.4.3
13UCKS 1A ! ST COVER ENTIRE DEPTH OFJAM/3S.
1/3"
4-1/2" 3„
- 3/4" NOTE:
PRECAST CONCRETE WIND RESISTANT FLUSH
3/8" SILL AS MANUFACTURED 13Y CAST—CRETE (OR EQUAL)
- 1 -3/81,
V DR AST CON\ ''ETE WINS;' ��J SILL DETAIL
NO SCALE
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROORN G NOTE # , )
FILLED CELL AT JAMB BLOCK (TYPICAL)
° �' 1"X 3' P.T','=0 FURRING ALL (3) SIDES CONTINUOUS
.pe
W00D TR'.'
APPLY PERIMETER SEALANT CAULK 1" X P. T. W✓COD BLCK WyITH SEALANT PER
BETWEEN BUCK t WINDOW FRAME WATERPROOFING ,NOTE # 4 AND ANCHORED
(SEE WATERPROOFING NOTE # 5) TO MASONRY WITH ` 2" CASE HARDENED
COIL NAILS Q 12" O.C. i�1A'�
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2 SEE WATER PROOFINGY NOTE # 6
ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
SLIF)INCLASS hCu) \,IR TUCK ►)ETAIL
NO SCALE
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 4
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
E (TEIRIOIR I)OOIR RUCK DETAIL
NO SCALE
NOTE
TAPCONS TO 13E INSTALLED TH,RU BUCK INTO
kfASONR)(w/ kflN. 1-1/4" Ekf/3E0k1ENT PER
PRODUCTAPPROVAL ,PER F/3C 1715.5.4.3.
13UCKS kfUST COVER ENTIRE DEPTH OF JAkf13S..
NOTE:
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
2" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4"
EMBED. 3" FROM EDGES & 12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
NOTE
BUCK 2" K 6" p T. R/PFE/r
00WN TO 2 X 4-1/8" R T. w/ 3/16" TA,PCONS
1-1/4" MIN. E1013. 4 /12" Q.C. w/ # 10 SCREWS, PER
PRODUCT APPROVAL.
W1NDONVAND DOOIR FENESTRATIONS IN ACCnIRiDANCE
WITH Fr3C V %003.4 �1 .2) AS PEP 'DETAILS V--`R00V1r'ED
I IA-r--/-,1I1m•-,-�nrIAIn wI/---\-rr-�
1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO
SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM A`13ORBING WATER. THE CMU WATER RESISTANT
COATING SHALL BE APPLIED IN ACCORDANCE WITH TI _ MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION
OF THE CMU WATER RESISTANT COATING SHALL INCLV' — THE ENTIRE SURROUND OF THE OPENIN^, (.RILLS, JAMBS,
HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMt-" � EACH DIRECTION. ALL CMU WATER RESISTANT COATI N GS
SHALL 13E INSTALLED PRIOR TO BUCK INSTALLATIONS.: 'v R'03A AAAMA-714
2. INSTAL!— BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETW✓EEN BUCK AND MASONRY.
3, PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMF DER BEAD OF SEALANT BETWEEN THE BUCK
AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID ' EHIN0 THE BUCK. COMPLETELY SEAL THE
ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RES-7ICT THE PASSAGE OF LIQUID THROUGH THE
CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED
WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEAL''JT.
4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR
SLOPED IN A MANNER TO DIRECT WATER TO THE SURFAf-:' OF THE EXTERIOF� WATER RESISTIVE BARRIER
FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FI_ASHI ::' AT HEAD AND SILL AS WELL. PAN FLASHING
SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT IT U/)T D
5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT
AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION.
6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL)
AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE # 6
MARBLE SILL
MORTAR OR GROUT
1 /2" DRYWALL
FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
(NOTE # 2)
CAULK SEAM AT WINDOW INSTALLTION
(SEE WATERPROOFING NOTE # 5)
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # i )
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3/4" FURRING TO MASONRY WALL
0
O O O O
ca
�eJ
HEAD: 3/16" X 3" TAPCONS 12" O.C. (TYPICAL)
z 1/2" X 5-1/2" REDHEADS w/ 2" I)IA. X 1/8" WASHER
wO (TYPICAL)
O C�.I
0 2" X 6" (PT) OR 2" X 8" (PT) BUCK (T'PICAL)
i
GARAGE FINISH FLOOR
i®
GARAGE DOOR JAMF3 ATTACHMENT TO Cif, WALL NOSCALE
(10'-0' X 8'-0" E." 9'-0" X 8'-0" GARAGE DOORS)
1. JAM 9S : 2" X 6" OR 2" X 3" P.T. W/ 3/8" X 5-1 /7"
EMBED. TITEN HD W/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL)
2. HEAD: 2"X0"OR2"X3" P.T. w/3/16"X3"
TAPCONS AT 12" O.C.
3. TORSION SPRING /LOCKING 2" X 0" P.T. w/ (4) 3/10" X 3"
TAPCONS W/ 5/8" WASHERS. (STAGGER GRAIN)
F'AU WFELct f PPlC
NIECH-ELECT-CIVIL 64(z
1984 C;ILTMORE S'F.
P0111` S IN'T LUCIE, FL
I AUL VVELCH P E.
FLU, REG i�o?c261.5 PA.UL WELCH INC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984 S.W. PILTIYIORE ST. SUITr #114
POR'F ST. VI 4-f E, FT, 349M
i;-,)
K'01,I?5`
71:,r:C'.'C12iCALWOR1*C fl").T'BI,'r;v:t(tr)}{n:1T(c:L ;1't1'ii'I'IfI CI[!C:(itlrC:i7n}
2017.1C-1>J'I'10N. d
2) ,llYI1NINI'UM 0IT75';i, OP71'1.[7S'I,AMIIS JN I'iL"IZA•IANENTUV INSTAl,t;r;l) I'AGfl•r'ING
ITl`,TURLS Sill 1,AN'1118 ()R A.MININTLIAt )r 75'i',, OiTTTIJ1
I'1r[2N'r:�NI N1'1';Y 1NS'T'.iL't.,%T) I,rGrJTIN(3 1?I-\yjjIRl S S1111LL CONTAIN ON by
J'11,G11-1!1TACY 1,AN'II'S. CLONI' VOL ,1':1C;1!: 1.,IG'I[."i'ING SIIAI,I., NOT I1EC lzCt Qi'IIII ILI)
3} RUC'CSSUi).L7C'!l'I7N� S11z1Li1:i31';SEAI',J?J)'rO i'j[jI'i r11R k,�S[CrIC:L r3T7'W1!:t1;N
C.C'NI)I llii}IINE'D FYI) 51 :110,1s.
1) sm o l' .11 T) C'I'r"C'r012S 7'('1 131;l'f"I'C.Ii1' RACK CiI' — A RC; 'VA U 1,T ([i2011'r
;) Sm-o-fr t�; [) n'LLToRS'.1'(.) T3L''i3OCATI ) AS SI'IO\VN, AND I'NSIDE,lN1) 0.t)'i'SID111 or,
ELF, b-l5?'iVCJ'OrN)RO(")Ni:ItNI'I;RIOR 1)0r)iZs (N0'I,'S(I0wN) 1r N01'1' EXISTING
ITY
6) SN'I01I-E-1)ETC, CTOIZS7.0 11E- In'TIPRC_Oi`I4NCC7, t) SOSNiC)k�G
r)1,'r1:C':'C)rt :�C'r'rN�..'rr�s ,5.[,I,s[;I,)[�.k�, t)r'rr:, � • �� -' � ��. ,• 7} 1'iu)VIDE]IRANC'.If CII2CCI1'I'AI2C-Cr�f)1';I' I'IZO'1'I ,,,ON FOR Al;Lf'IR(;111'r5
�;L'It1�iNt;: FAMILYROC.)N'15,DINING ROONIS, LIVING ROU'N'rs' I'ARf'ORS,
I'll IBR;1)''I1.S, 1)'CN,S,13I;])12O1)NdS,STJIVRC)ONtS, rtICC[2'Lrl'i'iON RO1.)•N'1S, C'I,nSC'1"S,
Oil SiMILAR ROOMSTf;R iTTIC ANI) NEC REf OUIRL;MPN'1'S.
!I) 1'12O1r11'>I CR()rlND-PA CJ1,,'['CIRCUITINTIiPMI iFTINR 1'12OTLC:TiON RO1tAl',t., 125-
1'C)L`t'; SiNY:;f�l, F'I:f.•lSi 'I5 AND 20'AN11' (:IRC'UITS SREVINO: 13A"I'III2OONf5,
t;;1IZ:1(;FsS,.i:t'!'C17GNS, <lC;C1 S012N' 11IIir,i)1NGS, OUTDOORS, flit WITIHN 7?" O
J) CA"IzI10N)I'TE'IN0\11)i;'rla;'1'1>C;'['(lRS'T'O 131;;INS'C'r�LLCI) 11r1"1'iIIN,1D' n1! :ILL '
13111 )W20O&18.
f(1} 'IC;II[<LIiS'I'I ANS TU 1I ,' VI]r'NTED'1'l.1R0 ROOri -0rz SO171V[T.
11) 1M Q( rtbrilTAN1T'Git. RIPSISTAN'f 1T.P, N'r[CLICS I'J 72 N1'�(:Itlef7[)71�I,�hai
T-j v
SYf1'(t30L5
�� • _.__
s'r,NGLIE >'of,ii;,SN'vrr.Crr
3
T'JlTt1�1i: Wc' T SW1TC'11
•
-
I)1'17.'I�tP,Y C:OTY'�'S',IY7t;NCJu (7(1•!'I�,1CJ:
120V Sf'1_ CI) j PIl'MPO,, 1i;—
(�
li1i f
GJ3t'1'UN1.)''j'F I I 1 1,1'Ctf,)'I'IC("TJ0N
1j�S'T'rJIt,1'R)011 J;ISsrl7.'
L'r
_
1 � A.N '110 NlIIAG 11'r
.1P.T,i)f.)iZrSC:1,.NTTAG if'1'
'i
C K,
--
I I .
—
1;11'rlS:US'TYAtT/r.,'t. COM'130
Sb
s-mor.,:r DitT1i:C"I;OIt -
C.a ;
C,A itIJC1N i1'I Oi IC) CTi1i, t)Js''I�> CrI'(:)R.
._, �
L�T)1'I'(YI`I✓NT J)ISC',(7i•Il'a CC;'.0
System Voltage: 120/240 Volt Single Phase
I
2-1/2" GRC Mast
3-4/0 AL XHHW
0
Meter Main
(22K AiC)
Underground Option:
2" PVC 80 to FPL's .�
conduit and wire
i IT L(yll_I-UAL
PER, HL-C
2185 .9 F. 0 3 VA
13555 VA
TU[!rJ 20AAPPLi1`N05 CKTS
3000
LAUNDRY
'1500
L)R�'E-R
5000
VA}'IGC
12000
CAW
'12na
'WP TUD (OPTION)
1200
R, P- `RIt, .
'1200
IrM. PUMP (OPTION)
1U0D
100.L
1"(ii'Al�
,12956 VA
T°M,18'r 10 ICV11 @1 1DU'7,
11000D
}'TC� 111 IC7Ei �i) day.
!J'lfl2
70TAl
73 11i'?
lfG IiCA"r cr 'l00'„
:1200D
TOTAL
35'I112 WA
;Jr'!t3?
?4U — H6,59,17 AMPS
;,tsls 2t1C1 J�,NI}� t11=RtIfCt,
200 Amp MLO Panel
%2" PVC 80
1 1f4 Bare CU SOL
Connected to Footer Steel,
CWP if present,
And one 5/8" x 8' GrgUnd Rods
RISER DIAGRAM
2" PVC 40
3-4/0 AL XHHW
1-#6 CU THWN
OR
4/0 Type SER Cable
rUCTFY FAH 5CN,F ", . I , -0"
P��Nu4 vvEl.CH [NO,
MECH-ELECT-CIVIL ENG,
1984 BILTMORE ST. #-114
PORT SAINT LUCIE, FL w4984
PAUL WELCH P.E.
FLA [SEC N 10.2Jn45
/ PA UL )A7ELCH INC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984 S,W. BILTNIORIE ST. SUITE, Ill 14
'PORT ST, LUCIr, ria 340'�M
AUG 0 3 2021 I _.
67 .
SHEET NUMBER
y OF
If J
e�c1t G c C G.rh .
C—i 4v
l"t,,J
qtol
—7 �J.
9
j
}4° 1
cLu
uui
j
a
a
s
V1
r
• f� . ice-' =-•s ��
PAui- YVE: CFI INC.
MECH-ELECT—Clue! ENG, AUL WELCH Jf,,,jC,
1934 GILtMORF_ ST. #114 w �I IEEI IIIIP,IBGR f't _
PORT SAINT LUCIE, FL 34913 M..MH.ArllCA.t 1lL.F—CT.€i1.CAj CI'�aL �.N:GJT�.�i✓c �f F`F , � rr' t,
PAUL WELCH P.E. 19&4 SNV. BILTIr1O:1-"E: BT. *` .
FLA REG 1�10-20-�945 St]� fE X
Po[?'i SAWN r L UCIE=, FL, 3 984 �._ �����' OF
PHONE EMAIL
•f� I
(772) 785-.9888• MYE:LCH1i�.CC�f�O1
FALIL, VVtF C,I t p 1' : FL,. REG. Cho.
AUG -03202i