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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # Owners Name Applicant:
Product
Openina Design
Pressures
Product Rated
Deskin Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
windows
hF ¢LEV'S
'tl_ So
i�L-lj
•SN-'$DO
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IMpac1
a tm"I'Ig"MIN EM6ED t�GIS &ia"
Mullions
Fixed Glass
nflA
Block Glass
FFI•A
S fights
4
Sliding Glass Doors
'XL° IS1:1tYy
+loth • it's
r p fir'T
1S~'6 Ib.O'{
MPp�
4�i" K 1'11$"MItJ 6Mf5ED'fG' Q'l y�L•%"D�[�
SwOhn Type Doors
6efLF V,6"-t/-(p•}
ToiteAk LU
r3dz%T AC
FL• rJPi
NSA
'4"xl16AIW kiAeeb'LAPcoN5Q te" 1446e-
french Doors
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Cara s Doors
+21.o-35.j
+3y,7-$1`0
�04tA0,0
1io3.
F�$246,3
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5/Ie„XI4/9�•A:IA18td66DL4L5 ONFPEI'.B1¢KT
Hurricane Protection
Roof Veetliation
N fA
Roofing Material
VuK I1ao
Valt IA4t
zanmNrtF9
CT 20
kill 5444,1
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1'i$" �acFINC, (ilA•1L�
(4 t°eR 3�(APy
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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: SABA SPEC HOUSE
Project Address: 7005 PASO ROBLES BLVD.
Permit H: 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 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 2010 Edition with 2010 Supplements using ASCE 7-10
..ry 2. Structure Designed as (check one): X Enclosed -Partially Enclosed _ Open
/�.'-11 rrFF�s 3. Risk Category: _I X II_III_IV Exposure Category: X B C_D
rV 4. Design Wind Velocity 160 mph 124 ASD N/ALRFD End Zone Width: 5 It
tt S. Mean Roof Height: 15 ft Roof Pitch: 4 :12 Parapet: N/A ft
is 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on ail plan openings):
16.0 16.0 16.0 27.6 27.6 N/A,
Zone 1; Zone 2; Zone 3: Zone 4: Zone 5: Garage:
E'•4 0 -25.3 -44.0 -65.1 -30.0 -37.0 N/A
\ E•y W 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:, N/A PSF
1 Q- Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A p5f Railings: N/A PLF / CONCENTRATED
S. Were Shear Walls Considered For Structure? %Yes -Not Applicable Explain Why Not:
�0
V _ 9 i9. Is A Continuous Load Path Provided? %Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
[[[TTT) 0 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.) also certify that structural elements depicted on these plans provide adequate resistance to the design
�P4 forces specified:
Cd Paul Welch P.E. 29945 / $115
Print Name Cart # & Co. Cert Auth,
Paul Welch Inc,
- PLAN 8)29f2013
Signature,
Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucia, FL
Company Name & Address
ACCOV Form NU2U-12 Rewsed 311SI12 {}y1
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 FBC 2010, AND THE FBC 2010
RESIDENTIAL, 2010 PLUMBING CODE, 2010 MECHANICAL CODE AND THE NEC
(NFPA 70) 2008 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
_
FILE
0 SCANNED
LINTEL SCHEDULE
LINTEL LENGTH/TYPE SAFE APPLIES) SAPS APPLIED COMPOSITE
NO. GRAVITY GRAVITY M111 UPLIFT BEAM
LOAD LOAD LOADw/ LOAD
BEAM
BLOCK
L•1
2'-10" 34" U-LINTELS
6113
--
4460 -
-----
8F16 011-1T
L.2
V-6" 42"13-LINTELS
5163
1 t,41 Q
3547
64 D
8F360B-IT
L.3
.4'-0" 48" UdSNTELS
3820
16,4c,
3079
q O
8F16 OB.1T
L-4
4'-s" 54"U-LINTELS
6113
2724
SF161B-1T
L-5
5'4" 64"U-LINTELS
5365
t
2290
O
8F161B-1T
L-6
5'-101, -7011U-LINTELS
4360
2093
BF161B-IT
L.7
6'-6" 78".U-LINTELS
3480
-
1880
--=--
8F161B-1T
L-8 7
7'-6" 90"U-LINTELS
2661
-
1634
--- -
8F161B-1T
L-9
9'-4" 1IT' U-UNT'ELS
1943
1133
4q
SFI6 1B-IT
NOTE: WHEN LINTEL IS I VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN.
" 146TE: PROVIDE "C.ASTCRETE' PRECAST CONCRETE LINTEL AS NOTED ON PLANS.
TABULATION
LIVING
1,230 SQ.FT.
GARAGE
280 SQ.FT.
FRONT PORCH
84 SQ.FT.
BACK PORCH ..........
...........................................
86.sQ..K1,
.
TOTAL =
1,680 SQ.FT.
1---------------- 54"W X 63"H S.H. WINDOW
2--------------- SH25 WINDOW
3--------------- 24"H X 24"W S.H. WINDOW
4--------------- 8o7o O.H.D.
5--------------- 3o68 SOLID CORE DOOR
6--------------- 5068 SLIDING GLASS DOOR
7--------------- 3068 INTERIOR DOOR
8--------------- 5o6s BI-FOLD DOORS
9--------------- 6068 BI-FOLD DOORS
10------------- 1668 BI-FOLD DOORS
St. Lucie County'He2t11 D®pt
Envilron"ntal Health D;vlsion
lslon
site P1An AP p P eviou ^ixR,?lw'foc
Supuatl4
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DDte: ,-
PAUINC.
r.
Reviewe�-
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1 984 S.W. SILTMORE ST. - # 1 1 4
PORT SAINT LUCIE, FL 34984
PHONE E-MAIL FAX
SEP 1 g yp� 1772) 7B5-9BBB PWELCHr11r(d)AQL COM 17721 785-9933
PAUL WELCH, P.E. - FL Rea. No. 29945
SHEET NUMBER
1 OF
3
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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit 0 Owners Name Applicant:
Plodud
OPeninODesian
Pleasures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
5uELEV)6
'tl-so
iOCy�
:N-ISOC
{Ir- o ,l
IMPacT''trv"�`I'/p,yMIN'Eµ6Eb
t'G'S�6".f�"b,[,
Mullions
Fixed Glass
Block Glass
WIA
Skyoghts
Jrf4
sliding Glans Doors
mil;Cud`Vy
t10 ib 115
p
p%'T
r'O-�F°O
'1>Z O Ir•.04
MPAN(
E�I^K 1'dj$"MI1J Et-1f5EflrG' (?l''�1.Q'x OIL/
swin T eDoora
�EEE{ES
'{/-(off
TNaPJAA'TICU
t STAR
F`•5 I.
NSA
%t"x'�4"MIN vtAeED•kfleoN5C1 fa" 14"ar.
French Doors
'Garage Doors
rt
+47.0 -35.7
+35,7 -44a
�74UT N
1103.
16tl a246.3
NI>
5/r a'<I`+/Sp 6.iIJ 2Ya BlFD LdLS DNC pW BKKY
-
hurricane Protection
i Q
--
Roof Ventilation
N rA
Roofing Material
V"LT Itso
Y•I^. la4f
c.6erotNrFF9
CT 20
�LI:5444.1
IA
)')4" �F'INCS I')6 \L['?
Cr. rrR 3'i4ry
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 and forces specified by current code provisions.
Name: {eul- VJe1.614 ZNe-
Design Prof: ?A y6. W rr4C.41 P', E , Cert. No.
THIS STRUCTURE HAS BEEN DESIGNED �
AND REVIEWED FOR COMPLIANCE OF ST.�LUCIE �COUNTY BUILDING DM9ION
FBC 1606.1.4 FOR ONE OF THE FOLLOWING: REVIEWED FO O L v TERMITE TREATMENI REQUIRED
INTERNAL WIND PRESSURE REVIEWED BY
DATE
WINDSORNE DEBRIS PROTECTION PLANS AND FIERIMIT WST BE KEPT ON JOB
IMPACT RESISTANCE GLAZING OR NO INSPECTION WILL BE MADE.
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§'l t Planning & Development Services Department
e Building & Code Regulations Division 11
2300 Virginia Avenue, Fort Pierce, FL 34982 -(772) 462-1553
Certification for Design Load Compliance
Project Name: SABA SPEC HOUSE
Project Address: 70DS PASO ROBLES BLVD,
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 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 2010 Edition with 2010 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _Open
3. Risk Category: _I X II III IV Exposure Category: X B C D
4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 15 It Roof Pitch: 4 :12 Parapet: N/A It i
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft Ca115'MRH, clearly label onl�all plan openings):
16.0 16.0 16.0 27.6 27.6 N/A.
Zone 1: -25.3 Zone 2: _44.0 Zone 3: -65.1 Zone 4: _30.0 Zone 5: -37.0 Garage: N/A
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/APLF / CONCENTRATED
S. 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:
1 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 enforce by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance so the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Curt # & Co. Cart AQth.
Paul Welch Inc.
ON PLAN 8129/2013
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite 4114 Part St. Lucie, FL
Company Name & Address
SLCCUV Form 4021F12 Revised 3/1l112 O5)
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.
�1 4) ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2010, AND THE FBC 2010
RESIDENTIAL, 2010 PLUMBING CODE, 2010 MECHANICAL CODE AND THE NEC
(� (NFPA 70) 2008 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
THESE PLANS AND ALL PROPOSED WORK
i ARE SUBJECT TO ANY CORRECTIONS .>
REQUIRED BY FIELD INSPECTORS THAT;
k =.MAY BE NECESSARY IN ORDER TO
-COMPLYWITH ALL APPLICABLE CODES.'
W LINTEL SCHFDULE
I.NTEL LENGTH/TYPE SAFE APPLED SAFE APPLIED cohmi
NO. GRAVrrY GRAVITY UPLIFT UPLIFT BEAM
LOAD LOAD LOADW/ LOAD
BEAM
.. BLOCK
L-I
2'-10" 34"U-1,I11TELS
6113
---
4460
--
SF16011-IT
L-2
3'-6" 42^U-LR4TELS
5163
3547
69D
SF160131
L-3
4',0" 48"U.L'AITELS
3820
j 6,4 t,
3079
g,0
8F160B-1T
L-4
47-6" 54"U-LINTELS
6113
----
2724
-- -
8F161B-IT
L-5
5'-4' -64"U-LINTELS
5365
IL
2290
8F16lB-1T
L-6
5'-101• 701115-LINTELS
4360
14F
2093
ri 0
SF161B 1T
L-7
6'-6" 78"U-LINTELS
3480
- ---
1880
-----
SF16 IB1'C
L-8
T-6" 90" U-LINTELS
2661
-
1634
--- -
SF16 1B 1 T
L-9
9'4' 112" U LINTELS
1843.
6
1133
A
SFI6 1B 1'C
NOTE: WHEN LINTEL IS I VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN.
� �r
•
„
-'i40TE: PROVIDE „CA6TORETE^PRECAST CONCRETE LINTEL AS NOTED ON PLANS.
O
Pa St
-
i 1
;r------ �'
TABULATION.
i,
22ii u d�•(c.
54 V-L"ACI-ESs
M
LIVING 1,230 SQ.FT.
GARAGE 280 SQ.FT.
FRONT PORCH 84 SQ.FT.
Nz
BACK .PORC....H ..... .......... 86.So..FT.
.............................
TOTAL = 1,680 SQ.FT.
WINDOW/ DOOR SCHEDULE
1----------------- 54"W X 63"H S.H. WINDOW
- - - - - - - - l
2--------------- SH25 WINDOW
- - -
3--------------- 24"H X 24"W S.H. WINDOW
U t,��5 O t 3 I I 4--------------- 80 / 0 O.H.D.
5--------------- 3068 SOLID CORE DOOR
0
i I 6------- -------- 51168 SLIDING GLASS DOOR
7 _______________
4vuv3o68 INTERIOR DOOR
I I 8--------------- 5o6s BI-FOLD DOORS
tob
9--------------- 6o68 BI-FOLD DOORS
--- I ----
10------------- 1668 BI-FOLD DOORS
VOL. 2.r12 woof
AL1
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G
PAUL WELCH INC.
SHEET NUMBER
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1 964 S.W. BILTMORE ST. - # 1 1 4
PORT SAINT LUCIE, FL 34984
PHONE E-MAIL FAX
Y 17721 785-9868 FsWELCHU GAOL COM 17721 785-9933 %..
PAUL WELCH, P.E. - FL Rao. NO. 29945
SEP 19 2013
1X P.T. BUCK
ALTERNATE BUCK 2"XS" OR 2"XB"
P.T. W/ 3/16" TO'S W/ 1 K" MIN.
EiviBD. @ 4"/12" O.C. W/,510
SCREWS PER P%A
.,\. PROVIDE 1 YV CASEHARD NAILS @
4" FROM ENDS AND S" O.C. W/ TC'S
PER PRODUCT APPROVAL
NOTE;USE 1"X6" P.T. BUCK
@ SGD'S
NOTE: TC' TO BE INSTALLED THRU BUCK INTO MASONRY WITH
MINIMUM 1 3/8" EMBEDMENT PER PRODUCT APPROVAL
PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH
OF JAMB.
DOOR BUCK DETAIL N.TS.
ALTERNATE BUCK 2'X6" OR i" 10
P.T. W/ 3/16" TC'S W/ 1 'A"NLN.
EMBO. M 4"/12'0.0 W)NLO
SCREWS PER P/A
I z P.T. WINDOW 0 UCK
PROVIDE 1 W C.ASEHARD NAILS @
4' FROM ENDS ANDS" O.C. W( TC5
PER PRODUCT APPROVAL
STUCCO FINISH RETURNEDTO
WINDOW FRAME ON EXTERIOR
NOTE: TU TO BE INSTALLED THR11 BUCK INTO MASONRY WITH
MINIMUM 1 3/8" EMBEDMENT PER PRODUCT APPROVAL
PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH
OF JAMB.
WINDOW BUCK DETAIL N.T.S.
P PLATE OR 1 %2"X3 5/8"
JNNER
)OD FRAMING @ 16" O.C.
3 518" METAL STUDS
'ALL BOTH SIDES
TT. PLATE OR 1 %2"X3 5/8'
JNNER W/TAPCONSOR
.S @ T-O" O.C. (10a NAILS
)D FLOOR)
FLOOR
T,�+•s 1
TYPICAL INTERIOR NON -BEARING
WALL DETAIL N.T.S.
FIBERGLASS
R-,J,o NSULATION
IX2" DRYWALL (WALLS AND CLG)�
8"X8"X 16" CONTINUOUS CONIC
BEAM BLOCKW/ (1) - #5 BAR IN'-1
(3000 PSI) CONIC. FILLED CELL
8" PRECAS LINTEL W/ (I)-#5 BAR _/
IN (3000 PSI) CONC. FILLED CELL
AT ALL DOOR AND WINDOW
OPENINGS (SEE LINTEL SCH, FOR
MORE INFORMATION)
,ELL. b*LL EW(P'CY't,Tn+-�-.,
WI SOA4M 1:Ve+u6A.Tjo►1 (.V-1,3) .
Iv 2 FuwrIM6o G 24"0,c,'----
WOOD OR VINYL, BASE
FLOORING BY CONTRACTOR
At" '
BLOCKW
NOTE iNTER(OIZCBS WALLSIMILAK.
3 TAB SHINGLES OVER T@#
ROOFING FELT ON IM2" CDX
PLYWOOD ROOF SHEATHING
NAILED W/ 8d RINGSHANK NAILS
PER DETAIL
PRE- ENGINEERED WOOL) TRUSSES
@ 24" O.C. (MAX. SPACT14C
FIRRING
"SIMPSON" STRAP PER TRUSS
�—
CONNECTORSCH.
METAL FLASHING (DRIP EDGE)
2X6 P.T. WD. FASCIA ('OPTIONAL
2 x 6 CEDAR FASCIA)
t
VENTED SOFFIT PER SOFFIT
DETAIL
#5 REBAR W/ 90 DEGREE HOOK
8"X8"X16" CONC. BLOCK
(MASONRY)
9'-4" WALL HT. VERIFY
#5 VERT. REBAR IN (3000 PSI)
CONIC. FILLED CELL -
(SEE FLOOR PLAN FOR
LOCATIONS)
STUCCO FINISH
5/8" THICK
#5 REBAR W/ 30" MIN, LAP SPLICE
(2500 PSI) CONC. FOUNDATION
�—
SEE PLAN FOR SIZES AND
SPECIFICATIONS
4"
FINISHED GRADE
n1s...
I ' 6" v
4- . 2" X 6" OR 2" X 8" P.T. WD BUCR
W/ 3/16" X 2'/a" TAPCONS @ 12" O.C.
'
2" X 8" P.T WD BUCK (TYP)
6„ 6
BUCK W/ %2" X 5 %2" REDHEADS,
Wf SON. 2" 0 X 1/8" WASHERS
GARAGE DOOR BUCK DETAIL nu...
—
O
�
•I
I
I
I
�-
1
—= x 4 f7&6r Pr-IZ y�b>51AIL
7a7 GACt1 r
ROOF SHEATIJ114G NAIL NG ZONE
L NAILS @ 6" O.C. PER & 6" Q.C. FIELD
2. NAILS @ 6" O.C. PER & 6" O.C. FIELD
3. NAILS @ 4" O.C. PER & 6" O.C. FIELD
NOTE: USE 6O RING SHANK NAILS FOR
ROOF SHEATHING ATTACHMENT
PER FRC-E103.2.3,1
ia° x 3" LkG o6T TYPE DESIGNATIUN
I I 'Q1L2X 2. wt? PIcX$-:TS F = FILLED WITH GROUT / II - UNFILLED / 5 = SOLI[
�-" D. C' F F QUANTITY OF 15 FIELD ADDED REBAR AI
—ZX(o goTiD Nl CpFS €vV/ 4Nj— BOTTOM OF LINTEL CAVITY
YA°,X 3"LAGAL11I YD�# 5F: 7 6-1 B/1 T
V NOMINAL WIDTH `QUANTITY OF 15 FIELD
NOMINAL HEIGHT --J
'n
a
ADDED REBAR AT TOP
IS FIELD ADDED REBAR AT
TOP MIN. (1) RFO'O
I-1/2' CLEAR
FIELD PLACED C.M.U.
m i
GROUT
N
e
/5 FIELD ADDED REBAR AT
• • BOTTOM OF LRITEL CAVITY
BOTTOM REINFORCING
7-5/8' ACTUAL PROVIDED IN LINTEL
8- NOMINAL WIDTH (SEE REINFORCING SCHEDULE)
iTUCCO OVER WIRELATH W/ I IGA. 2"
JAILS W/ 3/8" 0 HEAD @ 6" 0C, OVER
1/8" METAL RIB LATH @ 6" O.0 W/ (2
LAYERS) OF 15# FELT OVER WD
7 AMTNG MEMBERS (TRUSS TAILS).
IROVIDE 6"X 18" SOFFIT VENTS @ 48"
O.C.
STUCCO SOFFIT DETAIL nts...
3 TAB SHINGLES OVER 30 9 FELT
ON 19/32" COX PLYWOOD
SfMATH1NG NAILED W/ 8d
RINGSHANK NAILS PER ROOF
SI-MATFITNG NAILING ZONE
DETAIL
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. MAX
SIMPSON STRAP PER TRUSS
�CONNECTORSCH.
1
�\ ALUM. DRIP EDGE
-f r l X6 P.T. WD. FASCIA z M�h`y
2X4 WD. SUB -FASCIA %SZE���SQ�p 114
STUCCSTUCCO CEILING:
CC
WIRELAO OVE
H W/RIIGA. 2" CQNG�� 1HEPSSpORS�QFP �(i�
NAILS W/ 3/8" 0 HEAD @
6" O.C. OVER 3/8" METAL SON
RIB LATH @ 6" O.C. W/ (2
LAYERSOF 15# FELT
OVER EACH FRAMING
MEMBER).
TYe[CAL,04 POSI RETAILLLLB
VENTED SOFFIT PER DETAIL
DOUBLE 2X12 WOOD HEADER
WITH'72" CDX PLYWOOD SPACER
GLUED AND NAILED W/ 16d
NAILS AT 8" O.C. STAGGERED
BOTH SIDES
SIMPSON AC4 W/ (28)-IQNAILS
EACH POST TO HEADER (USE
SIMPSON LCE4 @ CORNER POSTS
WITH (24)-16d NAILS)
SIMPSON LSTA 18 W/ (14)• 10d
NAILS AT CORNER POSTS (1) PER
HEADER
P.T. 4X4 WOOD POST
SIMPSON ABU44 WITH (12)-16d
AND (I)- 5T8"m X 8- ANCHOR BOLT
FBSSSHED GRADE
(5SDI MP LO NP. FOUNDATION
(FE.ASG(SSSflATIONPLAN) .
CALCULATE ATTIC VENTILATION
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE 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: 1 %2" SUSPENDED SLABS: 1'/21'
6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS 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) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
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 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.
12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS
SHALL HAVE 8" BEARING.
13) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.
14) STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WHIELATH W/ I1GA. 2"
NAILS W/ 3/8" O HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2
LAYERSOF 15# FELT OVER EACH FRAMING MEMBER).
15) PROVIDE R-11 BATTS. INSULATION IN WALL FRAMING.
CEILING = 1680 SQ. FT.
1680 1150 = 11.2 REQUIRED VENTILATION
14 L.F. OF 611 X 18 " VENTS L 48 " OC. = 30.75 SF / 2
= 15.4 SF AVAILABLE FOR
CROSS VENTILATION
15.4 SQ. FT. > I SQ. FT, VENTILATION O.K.
PROVIDE 6" X 18" SOFFIT VENTS CIa 48" O.C.
D I
1--Tf--T
I 11 I
1 KIL51
i - IL--{
ADDITIONAL NOTES
1) ALL INTERIOR GYPSUM BOARD TO BE MIN.12Y2" THICK WITH (13 GAGE, 1 3/8"
LONG, 1.9/64" HEAD; 0.098" DIAMETER, 1 Y" LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARI
NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS
AND 12"' O.C. FOR SCREWS. (PER FRC 702.3.5)
2) 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 & LTRC 702.4,2).
3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
NOT GREATER THAN 450.
4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
CLASSIFICATION OF NOT GREATER THAN 200.
5) 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.
6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C
1177, C L178, 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
7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES IN 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.
GARAGES FLOOR SURFACE
1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE
MATERIAL.
2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER
VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO
A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
2 "dTR
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE; FBC 2010-PLUMBING
2) DW V PIPING SHALL BE SCHEDULE 40 PVC.
3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L
COPPER, CPVC, OR PEX.
4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND
WITHIN BLDG.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT i
..MAY BE NECESSARY IN ORDER TO 1
COMPLY WITH ALL APPLICA%E CODES.`.
FOUNDATION SCHEDULE
F-1 1 (o "D X 12"W (2500 PSI) CONC. MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
F-2 1211 X 12" (2500 PSI) CONC. MONOLITHIC
FOOTING W/ (2) #5 BAR CONTINUOUS
S-1 4" THK (2500 PSI) CONCRETE SLAB W/
FIBERMESH OR 6"/6' 10/10 WWM OVER
VAPOR BARRIER ON CLEAN COMPACTED
CHEMICALLY TREATED SOIL
PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1954 S.W. BILTMORE ST. - ill 1 4
PORT SAINT LLIME, FL 34964
v PHONE E-MAIL
�� FAX
E
(772) 785-9666 PWLGHLtLo(a)hOL COM (772) 785-9933
SEP 19 2013 PAUL WELCH, P.E. — FL REG. NO. 29945
SHEET NUMBER
.00
2 E
3
The new MBHU bean) hanger provides a lace-Ahmaled BDlhalf
tea connecting beams to masonry or concrete walls. A momwMoed,
One plebe ahnneCOK the MBHU is suitable bar solid sawn and
engineered wood beams as wall as trusses. installation Is
simplified because the Than HOW Bemw anchn, and SKOOG Daivew
SDS screws are Included wifit the hanger. Since the THAT He
anchor Is installed attar the wall Is built, localing the anchor in
the rig, l spot is aside, than wilh cast in -place bolls.
MATERIAL: 16 gauge
FINISH: Galvanised
INSTALLATION: • Use all specified ladtenerd QnClude U..
Amlh hadWar as a mllemte a, grouted CMU wall name
RanHO Sodium. Note the loilaeing:
SIR nobs using din bad equal In diameter to
the specified Then HD ancha,.
Holes shall be edlled d- deeper Ulan We Biennial
Then HO length 4e Si5'to, A 5•Img To. HD annmr)
- Caulior Ovalsoad holes in lad base material will
reduce of Shminale the mechanical Interlock of
ma threads with the base material and will d ace
the smchoh load capacity.
• Titan HO is not recommended lot Wosed
Senator applications.
• Pmvide moisture bahier between heart
and will( par jilmedieticnll requirements. SOS
CUBES: See page 20 lot Code Reference Key Chant
fr
I
IN
1�Illllrl
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P m 8 88 Ia M
WWIn
(hill
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MBHII9511925KT
in,
954
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fin
MSHU356111 BBKT
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M@HU35W19KT .
BSa
14
S IW956116KT
3Sa
96
MSHUS5aIS 25KT
SW
94.
MBHUSEWIIMKT
515
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MBHUS.BWiIBBKT
5w
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-MBHU SNflKT
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BIW640f10KTI
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'-. HU shift 2. -
R4
ail '.
SIMPSON
SIeTOPATjS
H
1�
B
> MBHU Typical MBHU holallallm
"x25i` Tiles NO•r:"r5"acraw anchor
Allow'INLPadP
.Allowable Load.
Poslmer
(handed
EudeIWB11PIt gm0,SHOPBSubsCMI
Awaylf;q Ede
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11011
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11BI1P41
loan
Be'..'5
lifil1R51
1}4%!$41
,.iAe
9Y3 to 19
112U
2440
2T5
419g
210
4005
MBHU350
la 3yh
9&
2 e: x5'
IR 2H'-"
W55
14d IB
1720
2940
2715
4190
3345
F24
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MBHU 50
ID 5N
Bid
2 W'x5'
_
Idla1B
12 H 2H'
—
2175
0$fi0
3400
447q
I,?45
4455
1. UPI It bads nave been increased lot with 0amman" laedllw with no lwthed roman..hawed:
,educe white chair loads poPam.
1. Minimum emu compressive saennh Cle added. ISao Ps and mnnwea nW d ive tln.ph li stall be 2600 to
0. fi11YLIY'a Wmpasf, Immel (dialscan adva. etmum spenila ALI Mof A.S.
4. Albwanu loed5 a01Y co, I, he Ital an an B'nomiw p,auled CMU wMN with lrrmumou
Wttable,15 rear resoled nIna IdI Lomsa.
L Each MENU Nn ar inLludas 5, Pmduns Shall be installed sucnlNl lnai'len nD' anal alsare oat expose0la the waalne,.
g 6. Mlawmle table alebased epos the waled ullimade I.e. Wilh asdle11 heeds o12.
IRI4.'x@'iron Ho' O.SaMd
HRI V x2H 61mne'Odve• SDS scrwe.
aW - a... W
wmwWlS utw NW lwmvma5nm Mlmawedea "w
SawasM puuu NW"weso aawrtL MW'nW run.
1Aad0attm at Oateide Cwau
(Mo.. Load)
I of
aw
mn fo
twl
End of Wall
1�
Iwndnw it n toaal
lint
Installation Away ham Edge of Wall
(Maximum Lad)
TRUSS CONNECTOR SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
GRA
EACH
987
(1) HETA 20
1810
(9)-10d X 11/2"
GRB
1ST & 3RD
1021
(1) HETA 20
1810
(9)-10d X 11/2"
GRB
2ND
2424
(1) DETAL20
2480
(18) -10d X 11/2"
1
ALL OTHERS LESS
THAN 1000#
EACH
< 1000#
(1) HETA 20
1810
(9)-1ed X 11/2"
AT CBS BEARING
TRUSS COMPANY
CHAMBERS
LAYOUT DATE
8 30 2013
CUT -SHEET DATE
9 3 2013
* NOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT.
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED,
1 (3) HTSM16 WITH (8)-1ed AND (4)- 1/4" X 2 1/4' TITEN EACH MAY BE USED IN LIEU OF DETAL20 AS SPECIFIED
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
4) TRUSSTOTRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS.
T
IaI U
1 I
I
AT ✓
TRUSS LAYOUT
- p'�pCNM
OpNT�
3 # 3/0 THW IN 2" C
ELECT. SERVICE
200
2
MBR
1 3 # 3/0, #4, 2" C
t4 CU GRND TIED
TO BLDG STEEL, CWP
AND DRIVEN GRND ROD
"EP"
120 / 240V
I�
200A
MLO
i NOTE: USE ALL COPPER WIRE.
ELECTRICAL RISER/DIST. nts,..
O PTIO N "A"
3 # 3/0 THW IN 2" C
UNDER GROUND ELECT. SERVICE
0` M
I 200
��
I 2
MBR
3 # 3/0, 44, 2" C
j,
#4 CU GRND TIED
TO BLDG STEEL, CWP
AND DRIVEN GRND ROD
120/ 240V
200A
MLO
ITT. NOTE: USE ALL COPPER WIRE.
ELECTRICAL RISER / DIST, nts..
OPTION "B„
b1
i HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
. MAY BE NECESSARY IN ORDER To. .
COMPLY WITH ALL APPLICABLE CODES,
FILE Opy
ELECTRICAL NOTES
1) SMOKE DETECTORS TO BE I I OV W/ BATTERY BACK UP -ARC FAULT
CIRCUIT
2) SMOKE DETECTORS TO BE LOCATED AS SHOWN.
3) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE 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.
5) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL
125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72"
OF EDGE OF ANY SINK.
6) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALI,
BEDROOMS.
7) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
8) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
ELECTRICAL LOAD CALC'S
PER NEC
1230 S.F. @ 3 VA
TWO 20A APPLIANCE CKTS
LAUNDRY
DRYER
RANGE
WH
DW
WP TUB (OPTION)
REFRIG
IRR. PUMP (OPTION)
MISC
TOTAL
FIRST 10 KW @ 100%
REMAINDER n)..40%
TOTAL
A/C HEAT 0 100%
TOTAL
34036
240 - 141.8167 AMPS
USE 200 AMP SERVICE
3690 VA
3000
1500
5000
12000
4500
1200
1200
1200
18UO
5000
40090 VA
10000
12036
22036
12000
34036 VA
ELECTRICAL KEY
SINGLE POLE SWITCH
`J��� THREE WAY SWITCH
UI) DUPLEX CONVENIENCE OUTLET
120V SPECIAL PURPOSE OUTLET
220V OUTLET
❑ FAN BOX/LIGHT
E EXHAUST FAN/LT. GOM60
61F1 GROUND FAULT PROTECTION
&W--6 WEATHER PROOF
O SMOKE DETECTOR
CO CARBON MONOXIDE DETECTOR
EQUIPMENT DISCONNECT
LIGHT FIXTURE
PAHL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1954 S.W. BILTMORE ST. - #1 14
PORT SAINT LUCIE, FL 34964
PHONE E-MAIL FAX
SEP 1 9 2013 19721 '75 BBBLCH,EP E.
�rFL CT7 REo a' 299145 5-9933
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SHEET NUMBER
3 a1-