HomeMy WebLinkAboutBuilding Plan -6-18-18NOTE 3:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TU E IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE R301.2(1)
a nenreeiA
WIND DESIGN SUDJECT TO DAMAGE FROM ^ WINTER ICE BARRIER AIR MEAN
GROUND - SEISMIC -- --
SNOW Sp00tl" Topographic DESIGN ^Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD F. e110c1aM (NAj CATEGgFYI We?tnerinE,' __tlepth°_ Termlre° TEMP° REQUIRED" HA2Aflb8° INDEX' TEMPI
NA See Fig. 1001.20) NA Negligible ^NA Very NA -T - - NA NA
Hzav
ELECTRICAL LOAD CALCULATION
EXISTING 1351 S.F. LIVING @ 3 VA
4053VA
ADDITIONAL 698 S.F. LIVING @ 3VA
2094VA
(2) 20 AMP APPLIANCE CIRCUITS
3000VA
RANGE
12000VA
REFRIGERATOR
1200VA
LAUNDRY
1500VA
DRYER
5000VA
WATER HEATER
4500VA
WELL
4500VA
MISC.
3000VA
TOTAL
40847VA
FIRST 10000 VA @ 100%
10000VA
REMAINDER @ 40%
12338VA
A/C HEAT @ 100%
s
12000VA
TOTAL
34338VA
34338VA = 143 AMPS
240
USE EXISTING 200 AMP SERVICE
PROVIDE ARC -FAULT PROTECTION AND TAMPER
PROOF RECEPTACLES.
V!
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURERr^VyVMODEL#
APPROVAL#
G1ASS
ATTACHMENT METHOD
PRESSURES
DESIGN
TYPE
(WORST CASE)
PRESSURES
DOOR
ZONE 4-47.9
-60
PGT INDUSTRIES, INC.
SERIES 5570/2770
NOA#
IMPACT
#12 WOOD SCREWS @W MAX. O.C., WITH A 1-3/9- MIN.
ZONE 5 -57.5
VINYL SLIDING
17-0420.06
EMBEDMENT, 9/16" MIN. EDGE DISTANCE
GLASS DOOR
DOOR
ZONE 4.47.9
-50
THERMA 7RU CORP.
SMOOTH C1A551t
FL#
IMPACT
#10 X2-1/2" WOOD SCREWS V 13.7V MAX. O.C., 1" END
CRAFT
7640.4
DISTANCE, 5/8" EDGE DISTANCE WITH A 1-1/4" MIN. MIN.
57.5
EMBEDMENT AND CLUSTER Q 4" AND 6
38.2
-108.5
GULF COAST
26 GA SV CRIMP
FL#
#9-ISXLS" W/ SEALING WASHING THROUGH PANEL RIB,
11651.12 RZ
WITH X" MIN. PENETRATION SPACED ®12" O.C. ZONE 1,2
S3.9
*WIND�OW
101A
& 3
47.9
47.5
-70
PGT INDUSTRIESIMPACT
#10X 2-1/2"1-3/8" MIN. EMBEDMENT 7/16" MIN. EDGE
IS-0519.05
DISTANCE #1 ANCHOR @355"FROM END AND AT
CENTER
-ruc ArrFarewrFnFTHFGF
THESEAL HEREON IS PROVIDED UNLt'wlrvuneale vun nevmry nn.. ,+,.....••+....••-•••...•-..-•---.__. _.. ....__-._.
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT(GROUPED,
WORST CASE)
SIMPSON
CONNECTOR(S)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A -Al
EACH
831#
1) MTS 16
1000N
14.10dx1.1/2"
GEA
48"O.C.
297#
(1) MTS 16
1000#
14.10dx1.1/2"
GRA
EACH
2699#
(3) MTS 16
3000#
14-10dx1-1/2"
VALLEY
TRUSSES
48"O.C.
672#
(1) MTS 16
1000#
1410dx1-1/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP URAWINUS. MI I EK, JOB it 47 533 DATED 8/212017. ALL LOADS
REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND
STRAPPING PLACEMENT.
F- U E \1 /,,7- f® t-�
NOT F,
& n
CKic@t}?'> L/4"
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR SETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO
WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2010 EDITION PER
WIND LOAD COMPLAINCE.
7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2010
EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A
MINIMUM Z-MAX COATING OR BETTER.
ga'J Ate.
C0.0 A I_.
Pg� Z>r t Z
Posy CTYp,j
Certification for Design load Compliance
1. DESIGN CODE: Florida KEcol PENT IA(- code 2014 Edition w/20` supplements using ASCE 7-10
2. Structure Design is: � Enclosed -PartiallY Enclosed Open Building
3. Risk Category: _I (' ii III _IV Exposure Category: ?B _C _ D Adjustment coefficient I, 0
4. Design Wind Veloclty%rv�h -- ASD T LRFD End Zone Width 4 r ft.
S. Mean Roof Height:1ft. Roof Pitch: y :12 Parapet _ ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 36 ' MRH(worst case))
Zone 1: -`Va 6Zone 2: - -�'?r yZone 3:- 10,Zone 4 - Q,0 Zone 5: ln!, ,arage: 01A
7. Design Loads: Floor: PSF Roof/Dead: /s PSF Roof /Live 5d PSF Balcony: _PSF
Dock: -PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
8. Were Shear Walls Considered for Structure?,�-cYes _ Not applicable Explain Why Not:
9. Is A Continuous Load Path provided? >f Yes_ Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
FLoc�2
f7Z-L1 M
TITS,
C-F-f CLpSuea 37 % `Jr,
p r7p1 T-i oiJ -5zo S,FI
?13Tf�t.._ P 2� S,Bze
f.5,.
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARC H ITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
HUTCHINGS ADDITION
ST. LUCIE COUNTY, FLORID
CLIENT
CONSULTANTS
RECEIVED
JUN 2 n 101E
P�'rmla6ing Department
6t, Lucia 616IV
REGISTRATION
1
REVISIONS
NO.
DATE
REVISION
1
0181y.
rxmtop PEeaw�v�r�
KEY PLAN
lZ l!-o3s�!
ST. LUCIE COUNTY BUILD
RF.y'fE1F'E1) FOR C IA ' E
iREVIEN\'E BI' v
DATE Z�
PI.AiS. PER IT,
T 8tUST BL IfEPT ON JOB
G-.:,131EMADE.
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER _
DATE Z 117 11 7 NT 171 n
M
5 t J'7 rff-r4 r'i
' ARCHITECT
di-Lt/- �zSc� Psl� Po�P�t�
o `F.Ce}Et v/(O
'- * 4 r-G-�D!'fz Q tct t=D
JAI
rF7-s
F I M W e ta3Y>ou.a
'EE.L.-N�ST�K.K (=GohSfFiNC.,
Sttt_
I{o05E. �..aeAP
C-
W1tiPca,s.a TP_�n.t % 13ARRJA">-
yrvrtvc�. / tiTwcc.�
Y-0Navb .a FQC.r.
C XU L-KY
STCG
�rteeco a� t<A
h ( L-t,_
`itr-,-'�%fc,r�I (-A,`>6kE0 �
M �TI�cL. @aot,7° r �Cs 4 O Ll.
FtLT F'-Y ID
z
UAiLs@,6"O.G. THP-L1-
OUT
a
PC. C,tr W./JA
Z" X 4u.a FA-SCAA
{? MaCt Pei 1
NoMt F5P-ApDl71o�
I K4FQR,MA-n o S GE
T�PI_ Lpd- WAI.J,._
i
\IxCo •C tG
etc* .
�P05T DET�.1 � �IOIJ0I-L
FOLlI.1DAl`10��
u1�
W cf-\V`rl_,4-
ROOF SHEATHING NAILING ZONE INFO."
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD -
NOTES:
19/32" CDX PLYWOOD SHEATHING
25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226.
MAXIMUM HEADER SPAN
s-o I g-0• I B'-B• I w-B• I 151-o I law
WAIL HEIGHT STW SPACING
1
1 1
2
1 z
z
1 2
11 0E fEW SRM SIW MO END OF WADI
OR LESS 18. O.C.
12
1 2
1 3
3
3
3
1f OF FML LDWH SM AT 61pi 90 OF WAM
IT-V OR YORE IT =
12.
1 2
1 3
1 3
1 4
1 4
ROOF TRUSSES
DRW FOP RAI
e m=
ww
SPACER M
O.C. SrMxEl3'D E
sm
9TAA 18OROR 1
WAM SRAS
FllLL LEWH SIU
NOTE: supsm 11
REFUGE MIS 16
sw FJCII SIW
SWSON SP4 OR
WES
P.T. BMW PUTT
,6,w-mI,> w I e-�-
L,vTN o VF.Z. so#F
5/9 `00�
fie & S'a•''=.
POINT BEARING HEADER CONNECTION DETAIL
N.F.S
M�-T�t- �ooF rr�1Ca
3Gau FEL �ovE2 �/.8°`CDK
P LYWo6P SN EA'I`MN,L.. 1wf� Gi
QnuF Natt_wGa io".aP O�7'/•.tL
1'L E.- E*w t+-1 E. ETC>`D Tt416it35
L° y4"o,cr
SIMY 6aN MTS (w
w/ IA- Lod NP iL5 PE-R.
bT!'APPr�G.o 4aN&Ar>L6E.
_--- IZ--!!)O IN b LL L.m.r1010
ToP PLATE
\1c � FASCIA, hlATtl�
---- Awon, pt�P eacoE:
/c` p""ALL
71c A-6T1495 a jZ O'CD
1;. 13 INS u L.AT101J
NOTE: Pr-OVIDE !slmPSolJ
T'of- & Bo T"
YWTjc.S rLys-EV
5Y14D t.�t('!d^IDd NAtLta
ZKq^ F,T, BoTIOM PLATE
wJ I/m" Sd At4>. Q z-sel"o,C r
�..►/ Z"x2"x'/g� Wo.5Y4�.itS
.4 CZ5o4 4St�'o+11LEp
G01Jc SLAG i loxaY 1.0 10
rOW M, OZ t tlbBtkfhELW on`
Ote" YaPoY BAR�1 EtG ev E.LZ
�1 ice--- i CLCEPtN , coMPACTE"Di
M1u11 L/— -- — --- — -- FILL 1!
,,,iii------ ( — Tv?, -Teo. is v �, is�'w rnol.3o.
Ijt �� FrL. w/7f+ 5Spes.
-7TYP. WALL SECTION
FOUNC?ATICiN VifEER SCREED
IP+.twa ot>
S114 C.
S O * F E-.L. r
�APE�. `Eb�ACk,
ste," 6T O GC.A
F0 uA WbA,TI0 P-J
"e CvwlorL e4
c M e,tir
cMrrve,
a L�
ljb1V,4P
hZ
3
S 10
,0 p
I
i W I
�Z
r_ 4
r Y
-0
IVpTE; Fot: APDiTton�At_
t,.,Foeena.rtor•-a sEE.TYP�CA(,
WALE.. SECT-tnN
Z94 L.AT1=P_PL. BRA,C 04a
Iz:i e-e- (-roe & r agora C4lo7p5>
Zx Q " X u g2ACt rJGo �tR'h1`
4 TeusS�S @ R-rP�E �.
Co``O"oC�A5tD1:. of
t;tp�E�
LAP t�thac. 6K3 tious,twa�P
ov� 5 Pb" ¢.cx pLYYr�toop
5H> ATNi"�� w%> d tiw.t�s Q-
ZxsF GoraTD�uou,S fa,�.tLE.Q
5tr-gPtioR.a r�r511� w�t4-tad
NP1L5 r✓ 3z'b"G
p5t_ Zx4 ToP ft.A.T»
vz"' a R•f >�I A4�
NOTE:
—. - - I---
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO
COMMON OR ROOFING NAILS HAVING A MIN. "4" PENETRATION INTO HORIZONTAL FRAMING MBE USED CAN BE 80
EMBERS OR
"b
STAPLES W/ A MIN. "W CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS " MIN,
FOUNDATION SCMDULE
S-1 4"+/- (2500 PSI) POURED CONCRETE CAP TO MATCH
EXISTING FINISFI FLOOR ELEVATION.
S-2 4" (2500 PSI) POURED CONCRETE SLAB WITH
FIBERMESH REINFORCING ON ,006" VAPOR BARRIER
OVER CLEAN COMPACTED TREATED FILL.
F-I 12" DEEP X 12" WIDE THICKENED EDGE WITH 1 # 5
BAR CONTINUOUS.
F-2 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3
# 5 BARS CONTINUOUS.
F-3 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3
# 5 BARS CONTINUOUS.
D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING
FOOTING SET INEPDXY.
D-2 # 5 DOWELS DRILLED 6" MIN. INTO EXITING
FOOTING SET IN EPDXY TIED TO F-1 REINFORCING
@ 4'-0" O.C.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
HUTCHINGS ADDITION
ST. LUCIE COUNTY, FLORIE
CLIENT
CONSULTANTS
REGISTRATION
d
,O��.x -mot°a-
REVISIONS
NO.
DATE
REVISION
e f`
t/l t
i
I
KEY PLAN
SHEET TITLE / SHEET NUMBER
2
PROJECT NUMBER
DATE