HomeMy WebLinkAboutBuilding PlansRgmn.,._ ZA tv, 637,6
M516N COMI.IANM (A55umption5 Used)
Jurisdiction; St, Lucie County
2, Florida Puildinq Code 201-1 ( 6th) edition with N/ A
5uppleme95 and A5C9 7-10
5. Puildinq 12e51gn 15:
�nc105eJ; X Partially Fnclo5ed;. Open 13U11Jin01:
4, 1?15k Category;_I _X_J1 _ 1111IV
4.1. Fxpo5ure Category __13 X C _V
5, ne51gn Wind VelOcity; 160 -MPH (3 sec, qu5t) ___A5P
_J'r'FP Width of end Zone _<4'-R,
gz-(0,00256) KZK2fKPV7( L6/ PT2)
Kz-0,85; KZ1=I,O; KP-0,85
13a5ic Wind Pre55ure; 4153 p5f
6, Mean goof Heiqht; N/ A Roof Pitch; N/ A
1, Component5 & Cladding Pemcln Pressure Used; 5ee
Window & boor 5chedul e
8, Pe5ign Loads ( P5F) ; Floor/ bead N/ A Floor/ Live
N/ A, Poof/ bead N/ A, hoof/Live N/ A , 6alconu
Pock , beck 5tair5 Fence Pailing_PLP
9, Shear Walls Considered for Structure? Yes X No C if
No, attach explanation)
10, Corrtinuou5 Load Path provided? Yes X No _
10,1. if No, attach explanation
11. Po5ign Soil Bearing Pre55ure; 2000 P5P
'5oil 13orinq Pequired X Ye5_No ( Pa5ed upon section
1803,2 exception)
General Notes;
- Construction Shall Follow Florida Building Code As
Adopted fay The County Or C4 In Which The Puildinq Is
fo 13e Constructed With All Applicable Amendments
- Contractor, Subcontractor, Supplier, Shall Verify All
12imension5, Condrtlons At The Job.Ae, Plans And
Specifications,
- 190 NOT 5CALF 12MWING5, Use Written
Pimension, Anq 1215crepancie5 5hould lie Prought fo
The Attention OF The 12e51gn or engineer.
NOTE: n0
i
IProperty Line
i
i
Property Line
�_20' 30'-�
I
NOT I C U®El''IS.PE
I401, Metal %ildinq
/ 134 Other
I Le
Improvement Area
Pefined 13y Hatch
Garage �nclo5ure
_ by
0CTJ,5 2020
Perm
stitting 09partm
e76, Wdie CLf1�wF..
TH1515 NOf A 5UFMY
"03 zb
PATe Am FOR
)DE C-OMOLIANG
r. Li C IE �OUN-n
' 1 i OC
Property Line
--I -- -- -20 -- - --
10 Utility & 12raina4e easement
51te Plan
I1' 250'
Alteration per Section 504 Of The 6th �Jbon of 2017 Florida Puildinq Code A5 Noted Below;
5cope Of Work;
- Convert Garage To Office, Laundry loom, and Pantry ( Level 2)
- Pemove Garage boor and l eplace with 5H25. Eliminate Garage Window (Level 2)
- New Metal Building Footer
ANY f2MPVANCV5 5HODU2 13� PPOUGHf TO THE ATTENTION OF
Shed
FILE COPY
f?e51dential kemodel For:
P,obert M bliicw5
6505 Lakeland Blvd
Fort fierce, Florida 34951
Contractor;
Owner
4C �mcpneemnq, I LC
z
5905 Spruce Prive
ft: Pierce, F1.34982
JC@�1��NGLLC,com -
�
Javir Cismeros,(r.�. 470844
TH15 POCUMFNf 151'pOPMEM Y. FGP
U% 6Y CLIM ANP M516NM1;P
MCFEW5 ONLY, OFFICIAL FLAN5 6Y
JAVIFp 05NFp05, p,l'', MU5T NAVE SEAL
WITH OFI6INAL 516N1AM. IF 516NF9
17161TALLY ABOVE, PrIMP COPE5 OF
THI5 POCUMFNf Af- NOf CON51MITP
516NF9 ANP 5F,ALF12 AMP TM.
516NATUIT, MU5f 6F MIFIFP ON ANY
FLFCVONIC COPIF5,
Pc5ign Gy: KCC
Approved 13y: JC
f'.ev151ai (Pate:
P--VI51on # I:
fev1510n Pate:
pevmai # 2:
VCV151Cn Pate:
kevislon #3;
Cover 5heet
C,01
12e5ign Notes
A,01
bate; 091' 16/ 20
Proposed Floor flan
electrical & HVAC
A,02
A,03
project # ; 2020-055
Cover 5heet
Construction betai15
New Metal Budding electrical
A,04
A,05
C,01 / C,01
tructural And General Notes
- All Written Pimension On These Prawings Take Precedence Over
Scaled Plme1`15io15, PO NOT 5CALE PMWIN65, ANY
12I5CpEPANCIE5 5HOULP BE BROUGHT TO THE 1?E51GN
ENGINEER' 5 ATTENTION PPIOP, TO COM1M% ANY WOPK
- The Contractor, Subcontractor, Supplier, Etc Shall Verify All
Pimen5ion5, Measurements and Concl t,&5 At The Job Site PIan5 And
5pecification5 Prior to Any Construction Work and Order►nq Materials
Construction Shall Follow The Florida Building Code ( FBC) A5
Adopted By The County or City In Which The Building 15 To Be
Constructed With All Applicable Amendments
- The Entire Building ( or Addition) 15 Pe5icined A5 An End Zone
Condition In Accordance With Section 6,5 A5CF 7-10
- The Buildinq 15 19e5,igned As An Enclosed Structure In Accordance With
5ection 6,5,9 A5CE 7-10. This Pe5ign Assumes That The Fxterlor
Glazinq Meets The FBC 2017 5W,
- The Loadinq Are In Accordance With A5CE 7-10, And Are fo Be
Multiplied By The Appropriate Shape Factors
- 5tructural Features Not Petaled On These PIan5 Will Be Addressed
By The Engineer A5 Construction Progre55e5
- Use Clean, Compacted Fill And Treat For Termtte5
All Windows, Poor5, And Other Opening, Including Protective Pevice5
Are To Be Certified By The Specialty Fnqineer Of The Product
Manufacturer
Connectors Cataloq Numbers Are Based On Simpson 5tronq Tie
Corporation Products. Unle55 Noted Otherwi5e, Fa5teninq 15 To Be In
Accordance With Manufacturer's Specification,
- All Structure Concrete, 51ab Footings And Grout Shall Have A Minimum
Compressive Strength Of 5000 P51 At 28 Pays, 5ee P65 For
51ze And 5teel Pequirement5,
- Minimum Concrete Protection to Reinforcement Bars; Beams 12
rooting5 3"
Lap All Peinforcinq Steel A Minimum of 48 Bar Piameter5
- All Standard Lumber 5hall Be 5PF, Or Stud Grade With Minimum
Fb-1200 P51 Or Better
- All Lumber In Contract With Concrete Or Masonry Shall Be Pressure
Treated,
- 5plittinq Or Cracking Of Structural Components Pue To In5tallation
Of Hardware 15 Not Permitted
- U111e55 Otherwise Noted, The Installation Of Specified Hardware Shall
Conform To The Manufacturer5 Instruction And 5tandard5
- Bearing Point5 Of Headers, Girders, And Beams Shall Have Vertical
5upport5 Sufficient To Support Loads And Shall Be Properly Anchored
For Uplift A5 Will Be noted
- P.00f Sheathing; 8" CPX Exterior Grade APA Plywood Installed
Perpendicular To The roof Framing, With End Joints 5taggered, Nail
To Trusses W/ 8d P.inq 5hank Galvanized Nail5 @ 6" O,C,
Throughout, Gable Ends To Be Nailed @ 4" O,C,
- Unle55 Otherwise Noted For Exterior Wall, Exterior Plywood Sheathing
and Interior Prywall515 to Be Nailed With IOP Nally or Better, 6;
O,C, and 8" O,C, Filled, Prywall 5crew51,5" Lonq And 0,131" in
Piameter
- For Pidge Vent In5tallation Block With 20 # 2 HF Or Better
Between Top Chords Or Tru55e5 Alonq The Edge Of Plywood Directly
Below The Vent
- For Frame Segment To Masonry Segment Connections Use PT Vertical
Secured To Masonry With 16" Pia, Laq 5crew512" Embedment to
3000# Concrete Min,18" O,C,
- Wa115; The bauble Top Plate (Putt 5pl ices) Shall pe5i5t
4000Lb/ 5pl ice, All Wall Top Plate5 Shall Be lapped A Min, Of
24" @ 5plice5 W/ 7-16d Nails Min, Lap Center � Of Wall Shall Be
4' W/ 9-16P Nails,
- At Gable, Provide 20 Full Blocking To The Tru55e5 For The First Two
Truss 5pacinq, 5paced at 4' O,C, Nail►nq Shall Be 4" O.C. At First
Truss,
- Apply Plywood roof 5heathinq Fax Grain Perpendicular to 5upport5
- All roof Coverinq Shall Be Applied Per Manufacturers
P,ecommendation5 Or Per.FBC And Local Code5 Whichever 15 More
5trenuou5
- P.epair All Walls In Accordance With Petail5 In This Prawinq And In
Accordance With The Applicable Florida Building Code( 5)
- Pepair All Electrical Wiring, Low Voltage Wiring, HVAC/ Puct5 And
Plumbing By Qualified Contractor Some Electrical 5witche5 Pid Not
Connect To Any Junction Box Or Outlet But Are Shown For Clarity,
Connector Notes
- fru55. to Truss Connections lay Truss Company
- All Truss Anchors Straps Must fie 16 Gauge,
- fru55 Uplifts of 1800# or Less, U51� One (1) H�TA20 Anchor
- Truss Uplifts of 5000# or Less, U5F fwo ( 2) H-HFTA20 Anchors
- 5trap fru55 To Fach Concrete Pearincq W/ (1) VA20 W/ 10-1019 x 12"
Nails
- 5trap fru55 fo Wood 13earinq W/ (1) HI O W/ 16-1 On Nail
- For 2ply Member fo Conc Connection Use ( 2) VA20 W/ 14-I6P X 12"
Nails Per Strap
For 2pl4 Member fo Wood Connection Use ( 2) HI 0-2 W/ 16-1012
and ( 2) MT518 W/ 14-IOP Per Strap
NOT: PO NOf 5CALF PMWING5, U%
Kinq to Wood Pearinq HCP2 W/ IOP x 12" Nails fo All Hole5
- fyp, Common And Fnd jacks 7' And Le55 ( Max 400# Uplift)
- Use (1) HFTA20 W/ 10-I012 x I �" Nails For Conc, Connection Or HIO W/
16-1012 Nails for Wood Connection
- Post Connection, Unle55 Noted; @ Base (1) MU44 W/ 8" x6" Embed
Wedge Bolt fo Conc/ 1612 All Hdes fo Wood
- Header Connections, ( 2) HFTA20 W/ 14-16d Per Strap For Conc
Connection For Wood Connection 5ee Post Top Connection, Use HU54I0 Face
Mount To Concrete A5 Noted
- Use 12" 101? Nails In 5trap5 Unless Noted, No 5plittinq Or Crackinq Allowed
- Valley Trusses To Top Chords Of fru55e5 Below;
-- (1) Mf5-1512-IOP Per Strap - I @ Fach Fnd/ 48" OC Max
(hereafter Maximum Lateral Force Fach fru55 80#
Not Water 5upplu Temperature Maintenance
- Where the developed length of hot water piping fromt he source of
hot water Supply to the farthest fixture exceeds 100 feet, the hot
water supply system shall be provided with a method of maintaininq
the temperature in accordance with the FIX, Energy Conversation,
- Min, Pipe Insulation, Circulating hot water piping and domestic and
Service hot water systems with fluid design operating temperatures
greater than 105' F shall be insulated in accordance with the
requirements of Table 60721
- Not Water 5y5tem control5; Automatic circulatinq hot water 5y5tem5
pumps or heat trace shall be arranged to be conveniently turned off,
automatically or manually, when the hot water system i5 not in
operation
- Recirculating Pump; More a thermostatic mixinq valve 15 u5ed in a
system with a hot water recirculating pump, the hot water or
tempered water return line shall be routed to the cold water inlet pipe
of the water heater and the col r Op the hot water
return connection of the theme I xxin a ®�
C PLI ONCE
S o LUCIE COUNTY
B®CC
PIMFN510N, ANY 1915C V
FILE COPY
THE ATTENTION OF THE 19F516NW,
Pe5ldedial t emodel For;
I:obert Matthew5
6505 Lakeland Blvd
Fort Pierce, Florida 3 i
Contractors
Owner
4C hngineerinq, 11C
5903 5pruce Prive
Ft, Pierce; FI 54982
JC@4CtNGLLC,COM
cr772-517
2619
JavierISneros,,F,70844
TNi5 nOCUMENf 15 t'ROPRIEfXY, FOR
1,15E 6Y CLEW ANP M56ANAtt)
PMPIM5 ONLY, OrrICIAL PLAN5 PY
JAVIER 05NER05, PJE, MU5f NAVE SEAL
MfH ORIGINAL 516NATURE. IF 5609
PICI ALLY mow, PRINtp COPIE5 OF
V15 POCUMENf AM NOr CON51rJ 9
516NE17 ANP 5FXF17 ANP THE
516NAM MU5f aE VERIFIR2 ON ANY
ELECTRONIC COPIE5,
Pe5ign Gay; KCC
Approved! 13y; JC
Rev15h, Pate:
Revmlan #I,
Rev1510n Pate:
Revl51on # 2;
Revl51on Pate:
Revl5lon #3:
Pate: 091116120
Project # ; 21020-05
Construction Notes
A,01 / A,05
M.
Closet
M.
-11,711
Existing
�068
Kitchen
Pining Room
I !Vinci Room
Covered Front Porch
�xisting
0001
9 51 i �068
W
af
0
�xistinq �"
Prop fo Remain
co
�xi5ting
2868
�xi5tinq Garage Poor fo Pe Removed And
13locked In. See Petail WI , Install 51-123 Window
New �068 Poor
With Min, 20-Min
Fire Rating
Office 14�
4' - j. l
�xAinq Garage Poor
W1
Fgress
41_7K
Pantrll
cr
�xistinq Water Well fo Pe
Relocated Outside Same
Wall
�xi5ting 51-123 fo Pe
Removed and Pl ocked In
4+ 1'hick Concrete 51ab Over
I Xitlnq 51ab fo Match �Xi5tinq rini5h
Floor elevation, Pressure Clean And
13ondinq Agent fo �xi5tinq 51ab Prior
WE®
To Dour ° �r �` �E®R
'(� aE COMPLIANCE
y - LUCIE COUNTY
OCC
WI
gre55
�xi5ting 51-123 fo
fie Rep"'FiLE COPY
floor Plan
III _ II
Product Approval Window & Poor Schedule - Contractor to verifq all rouqh opening prior to construction and per manufacturer specifications
Opening
Product
Condition
Wind
Wind Pressures ( P5P)
Product
Glass
rough Opening
Ot�.
Method Of Attachment
P Idol
Approved
Id
Approval
fgpe
W x H
WinJGW
replace
5Z,2/ -56,6
55/ -65
51lvedine
PL14911,5
Impact
38 �� 3��
2
a" ITW Tapcon:Flat Head @ 10" O,C, 5pacinq Max, Min, embedment I ", Min. �Jcge l?i5tance 2 2
5H23
/ New
/ Anderson
x39 g
Max "" Load Hearing 5h1m5
re5idedial rc;model For:
P.obert Matthews
6505 Lakeland 61vd
Port Pierce, Florida 34951
Co*actor;
Owner
4C hngineerinq, L .0
5909 Spruce [?rive
Pierce,1154982
c712-519T2679
Javie}�C15nero5, P,f, #10844
TNI5 DOCUMENT 15 PROR EfAFY, FOP,
1,15E PY CLIENT AND DE5I6NATE19
ITUPIEN5 ONLY, OFFICIAL PLAN5 PY
JAMP CISNERO5, PIE, M1,15f NAVE SEAL
WITH 006INAL 51GNATa. IF SIGNED
DIGITALLY At M, PRINTED COPIE5 OF
TN15 DOCUMENT ARE NOf CON5IDEPE9
51609 AND SEALED AND Tit
51GNATUe MU5f Rt VERIFIED ON ANY
ELEMUNIC COPIE5,
Pe5ign C',u: KCC
ApprovedP3 : JC
P.ev1510n Date:
kevmon # I:
Revision Date:
Revision #2:
Revl5lon Date:
kevl5lrn #3:
bate: 091116120
Project # ; 21020-053
Proposed floor Plan
: 120 NOT
ANY 1215CP. F
f0
A,02 / A.05
:s
Roof Truss
Fxlstinq Concrete Lintel
2x Top Plates ' 5 I : Q • .
i i /8 Gypsum Board `.
C Wood or Metal) d a
' �xi5tin Concrete n ' ° d., gQ a �. ° ° a•' ' d. • Fxi5ting Concrete
5crewed Into truss q °: : �d:,. • . d: q °
Chord i i Block Wall ° e ; ' ° ' • d • .Block Wall
Y2" Gypsum Hoard n ° • .�41
•bothSides of 2x d• a.a,.•..° °
Studs of Galvanized Q C TYp,) # 5 pebar Fpoxy
Steel @ 16" O.C. " . - :. a,
New Concrete � -'° ° ' 2" PTWOOt7 BUCK WITH TWO ' •° � -
Set 6" Into Existing Block
i 3�1 ��� @ 16" O,C, Lap 5tce1
Block Wall :. ° : ( 2) ib X 2 FLAT VV
25" Min, To Vertical
TAPCON AT 12" MAX O,C, .
Debar prior To Fill
Pr
20 Wood Stud Or da a
Galvanized Bottom Track ° Conc, F illed Block With # 5
Conc, Filled Block With Power 12riven fins a• ANCHOR MIN, EDGE
Into Concrete Slab 5 d : • a , . Grade 60 I:ebar Into
Column With # DISTANCE; 25"
Grade 60 Febar :: ° ° ' 'a<'. Fxistinq Footer With 6"
Min, 4" Into Fxi5tlnq rooter Embedment with Epoxy,
Wood Base Concrete With 6' � embedment a . •a .: ° d ° � d •' ° • ° : °
° Note: The Installation
Slab With F Foxy ° .Q ; ' ° .: d6. ... °. .
d , •. • ' d. .. Of Glazinq protection
I lNl/I I °. ° : •° .° d ° '� •� d• a '4a °.
rs:sl
ypical Non -Bearing Wall AA nj
FLOR 6`� J ONCE
� , „ . 1� �
5ection betail ' �e q I Nrr
provide precast Window 51ll Or Min, Fxl5tlnq Footer L U�
I / 2" - I' -0' � � e � or c re
6" From pour Lap Steel 25" Min. nGC
Apply "Block Seal" °'° .•. a
In5ul, Ceramic primer a °
Or Fcival Coating To CMU Block Wall
Block Around Openinq
Approved Seal ant
(Caulking)
Around Window
Apply "Block Seal"
In5ul, Ceramic primer Or� CMU Block Wall
Fqual Coatinq To Block
Around Opening a
Waterproofing For Block Openings
W5
Stucco On
8" CB5 Wall
%" Gyp5um Board
On IX3 U. Wn,
Furrinq 5trip5
Buck detail -
1 A 1- I / Vl
1%2''-1-
5cal e; 1 / 2'' -1' —O"
Mf& WI - fqpical Window Openinq In �KAInq 13l ock Wall detail
C 2) 3" C MIN.) Ta con Ex15tirq # 5 Debar Wits, Min, 6"
16 p Footer Depth Into Em5tirq Wall
Or Fciuivalent, 5ee Typ, boor Or Footer With Concrete
Openinq Petal For Vertical 5pacirq po% Min, 3 Edge
— — Clearance
Frame To Buck per New concrete
Manufacturer 611 611 Wall OrFooter FILE COPY
Specifications CONCMt ANCHOR
Min, Min, P�f& - Aril
Approved %" p,T, III . 1'
Wood Buck
Al Anchorage To fie Within 6" From Fach Corner
And A5 Max. of 16" Between Centers, 5him5 To
Be Used To Fill Void5 At All Anchorage points.
At Masonry Wall: U16" fapcon Anchor Thru Wood
Buck With Min, 0/1" penetration Into Concrete
1006011
Caulk
Window 51ll
Z" drywall on
Furring to CB5 Wall
CMU Wall
Window Assembly
Fastener By Manufacturer
— Caulk 5eam At Window Installation
Set Si In Full Mortar Bed,
Keciuired Thickness Min."', Max I"
" — Stucco Coatinq
Preca5t Window Sill
Nf5
ON, ANY 1215C FI�pANCIF5 5HOULC BF BpOUCK TO
THE 12F516NFp,
i:e51dentlal L'emodel For:
f2obert Matthews
6505 Lakeland Blvd
Fort pierce, Florida 3h l
Contractor;
Owner
4C Fngineerinq, bLC
590 Spruce Prive
Ft', Pierce, i-I 34962
JC@4CEN6;1-,,L,C,COM
Jav r Cl51`1ero , FX1,
TNI5 DOCUMENT 15 PPOPMEWZY. FOR
USE PY CLEW X V 19E516NATED
PECIPIEN5 ONLY, OFFICIAL PLAN513Y
JAVIEP 05W,05, P.t. M1,I5t NAVE SEAL
WITH OP16INAL 51GNATa. IF SIGNED
DIGITALLY ABOVE, PANTED COPIES OF
TH15 DOCUMENT M NOi" CON51MIT-17
5UNE12 AND 5E•A 12 AND -ME
516NAfLM M1,15T it WOFIED ON ANY
ELECTPONIC COIE5,
Pe5ign By, KCC
Approved fay: JC
Peviroon Date:
Revision # I:
revision Date:
P.evi5lon # 2:
Pev151cn Date:
Pev151M #3:
Pate: 091116 / 20
Project #: 2020-05
Conr,truction Pdal15
A,04 / A,05