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24'-0"
FLOOR & ELECTRICAL
1/4 =1-0
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2
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PLAN
SANITARY RISER DIAGRAM
I
I
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-2 112" VTR
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2 FOUNDATION PLAN
1 /4" = 1'-0"
I
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAE#
GLASS
ATTACHMENTMETHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
MNDOWS
ZONE 4-33,89
`60
RLVERLINE
V1 SEI#IFS/70
F1,#i..
IMPACE
#10 PANHEADS@ 6" MAX. O.G., 3" MAX, ON CORNERS,.
ZONE 5:41.1.:4 .
RUILDING
SERIES 21,27
14911..5.
1.5"MRN. ENIIIEDNEFNT AND .75" DISTANCE TO EDG£..
PRODUCTS CORP.
DOOR.
ZONE 4-33..88
-70
MASONITE
OPAQUE DOUBLE
F4N'.
IMPACT
#10 WOOD SCREWS @ 5" MAX, O,C., G" ON CORNERS,
ZONE S -42,14
INTERNATIONAL.
DOOR
22513.5.
1•1/2." N1IM EMBEDMENT, %" DISTANCE TO EDGE"
6- &3" CLUSTERS
DOOR
ZONE 4'-33.94
-65
ANDERSON CORP.
E�SERIES rjUDING
FW
IMPACT
#14: WOOD SCREWS w 12J MAX, Oa C,, 6- ON CORNERS,
ZONE S-4I,14
9,STATIONARY
2147E
Ir AT SI U, TO ACHIEVE 2.I/r PAIN, EiUIEDNIENT AND
PATIO DOOR
DISTANCE TO EDGE
k0of
ZONE 1. - 2904
N/A
GAF ROOFING
ASPHALT SHINGLES
FW
i4/A.
14) NAILS PER SHINGLE ._....
ZONE 2.- 48,40
10124A
ZONE 3- 72.,60
ME `,LA( LIFRF N I'' PftCIVIC>€DON 1 TO NDICA I E OL,F RE`.+IFA, ARC APPROVAL FOP, USE OF PPCDUI IS 3 s5T`� I�OR THS STRUICTURL, rME ACCEPTANCE OFTPI[5@
PR0DUCT5 ^.UG NIETFAQD@ OF ATT+a,.? M, , IT ARF ?AS,',C .'`: MRfl Y UPON TEuT DATA FhT' t]'..I?,." T,.G +alltlli,:fht"7•tPER "V. 4,tiN CQfi?i ! J IT ixb?•I"d E?JCx;NFGii S
C,RI I I1 CA n OISANLt UVIPUlI-NOLVA'3'RAN A Y OR COARARTF ^4YTHIS . 0FRCF FOR7H.TF N1,00 01,
TRUSS 0
OtAIRING
POI TfSS
TRUSS ACTUAL
UPLIFT (GROUPEDO
WORST CASE99
SIMPSON
CONINEC€q(S)
CO.NNECT09,1)
mFL}FgQESWN
E'
A-S EA
EACH
6081#
(1) MTS 16
1000#
14-1 X14/2'
SGEA1.
4r O,C;
2034
(1) MTS 16
1000
14-1 �1a1 j2"
SGEEI
EACH
I 10
(1) WITS 16
100
14-1 1L1-1/r
TRUSS INFORMATION A Ll`S, I-RONd MAN UFACT LIRE W5 t HCX0 {`siiAV;jNGS. SOUTHERN TRUSS, JOB aia6-5594I`1A ED � 2-2111 1'
AI... (.A05 R F P R F SFNT W,,". RST CAf L0AI 4EJG FOIR v5RD, PF D CAI FGORI -Sz FF'MAN UFAL I GIRER`7 ABUSE 1.AYOU I FOR FRO/ 55 ID
AND 5TRAPRPAG PT_r>r1 EMIT
TABLE R301.20) CLIMATIC AND
GEOGRAPHIC DESIGN
CRITERIA
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATEGORY!
3UBJECTTO DAMAGE FROM
WINTER
DESIGN
TEMPO
ICE BARRIER
UNDERLAYMENT
REQUIREDh
FLOOD
HAZARDS9
AIR
FREEZING
INDEX
MEAN
ANNUAL
TEMPI
Speedo
(mph)
Topographic
effectsk
Westheringa
Frost line
depthb
Termite°
NA
See Fig. r301.2(4)
NA
Negligible
I NA
Very Heavy
NA
NA
NA
CERTIFICATION FOR DESIGN LOAD COMPLIANCE
1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10
2. STRUCTURAL DESIGN: ENCLOSED
3. RISK CATEGORY: 11 EXPOSURE CATEGORY: C
4. DESIGN WIND VELOCITY: 160 MPH
6. MEAN ROOF HEIGHT: 12'-8" ROOF PITCH: 8:12
6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE)
ZONE 1: -26.62 ZONE 2: -32.67 ZONE 3: -36.3 ZONE 4: -33.88 ZONE 5: -41.14 GARAGE: NIA
7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES
9. IS A CONTINUOUS LOAD PATH PROVIDED? YES
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF
DRYWALL NOTES
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING r-ODE (RESIDENTIAL).
CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA
BUILDING CODE (RESIDENTIAL).
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.
STRUCTURAL NOTES
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP
4. CONCRETE COVER OVER REINFORCING STEEL:
A. FOOTINGS: 3"
B. BEAMS: 11/2"
C. COLUMNS: 11/2"
5. 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 AND SELECTED TO WITHSTAND FORCES PER
THE FLORIDA BUILDING CODE 2017 EDITION
7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES
8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE
FOR ADDITIONAL INFORMATION.
8. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT
NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX
COATING OR BETTER
o(aANPIL
BY
G+ I I trio i°(ju fl4v
ST, LUCIE COUNTY BUI
REVIEWED FOR COMPL -W
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
GUEST HOUSE
ST. LUCIE COUNTY. FL
CLIENT
PREVO
DIVISION! CONSULTANTS
PLANS ,(N`D PERWMUST BE KEPT 0
SITE OR NO INS ECTION(S) WILL BE
FILE CO
ELECTRICAL LEGEND
"EP"
SINGLE POLE SWITCH
O
120/240V1 PH,
DUPLEX CONVENIENCE OUTLET
200A
MAIN BR.
DUPLEX OUTLET W/ GROUND FAULT PROTECTION
MOTOR OUTLET
E UNDERGROUND ELECT. SERVICE:
TKv
WALL MOUNT LIGHT FIXTURE
3# 3/0 THWN CU. IN 2" CONDUIT
0-
CEILING MOUNT LIGHT FIXTURE
�
CABLE TELEVISION OUTLET
E #4 CU. GROUND TIED TO BLDG.
STEEL, CWB & DRIVEN GROUND ROD
SD
SMOKE DETECTOR/ CARBON MONOXIDE
❑
J.B. FOR FAN/ LIGHT COMBO
NOTE: ALL ELECTRICAL TO BE TIED TO EXISTING SERVICE
AND PROVIDE ARCH FAULT& TAMPER PROOF RECEPTACLES ELECTRICAL RISER DIAGRAM
THROUGHOUT COPPER SERVICE
DOOR & WINDOW BUCK FASTENING
DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C.,
WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM OF 1 114" EMBEDMENT INTO CONCRETE (THROUGH RAME).
BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA
BUILDING CODE W/ AMENDMENTS.
I REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE
KEY PLAN
SHEET TITLE / SHEET NUMBER
PLANS & NOTES
A1.00
PROJECT NUMBER R17122
DATE 04/10/2018
TOP
10' -0"9F BEAM
TOP OF SLAB
0"
1 REAR ELEVATIO
1 /4 - 1 -011
_T10'OP-0" OF BEAN
v
TOP_OFSLAB
v 0"
FRONT ELEVATIO
IL
1/4" = 1'-0"
(-h TOP OF BEAM
10'-0-0"
ml
N
TOP OF SLAB
0" ———--—————————— — — — — —— — — —
LEFT SIDE ELEVATION
1/4" = 1'-0"
TOP OF BEAM
10'-0"
0
weTOP OF SLAB
0"
RIGHT SIDE ELEVATION
`t % 1 /4" = l'-0"
r
\
MAXIMUM HEADER SPAN
T-0" 6'-0" 9'-0" 12'-0" 16-0" 18'-0"
WALL HEIGHT
ISTUD SPACING
1 1
1 1
1 2
1 2
2
2
1 # OF HEADER STUDS SUPPORTING END OF HEADER
10'-0" OR LESS
16" O.C.
1 2
1 2
1 3
1 3
3
3
1 # OF FULL HEIGHT STUD @ EACH END OF HEADER
10"-0" OR MORE
16" O.C.
1 2
1 2
1 3
1 3
4
4
ROOF TRUSSES
I
I
I
I
1
l
i-� POINT BEARIN
8 --
J J 1/2" - 1'-0"
DOUBLE TOP PLATE
CRIPPLE STUDS (NOT REQUIRED FOR 8'-0"
HIGH WALL)
HEADER (DOUBLE 2"X12" W/ 1/2" PLYWOOD
SPACER, GLUED AND NAILED W/ 16d NAILS
@ 8" O.C. STAGGERED BOTH SIDES)
iTRAP EACH STUD AS REQUIRED W/
iMPSON LSTA 18 OR MTS 18 W/ (14) 10d
JAILS
1EADER STUDS
ULL HEIGHT STUDS
DOTE: SIMPSON 18" FLAT STRAP MAY
ZEPLACE MTS 16 OR EQUAL AT HEADER
)NLY
iTRAP EACH STUD AS REQUIRED W/
iMPSON SP4 OR SP6 W/ (6) 10d NAILS
FIBERGLASS SHINGLES ON 30# FELT OVER 518" CDX PLYWOOD
SHEATHING NAILED PER ROOF SHEATHING NAILING ZONE DETAIL
PRE-ENGINEERED TRUSSES
@ 24" O.C.
SPRAY INSULATION _
SIMPSON MTS 16 W/ (14)
10d NAILS PER STRAPPING
SCHEDULE
DBL 2"X6" TOP PLATE
2"x4" SUB -FASCIA
DRIP EDGE
Vx6" FASCIA
HARDIE SOFFIT
HARDI PLANK LAP SIDING
ON HOUSEWRAP OVER 1/2"
CDX PLYWOOD W/ 8d NAILS
@ 4" O.C. PERIMETER & 8"
O.C. FIELD
2"X6" STUDS @ 16" O.C.
NOTE: PROVIDE SIMPSON SP6
@ TOP AND BOTTOM PLATES
EVERY OTHER STUD W/
(6) 10d NAILS
R-19 SPRAY INSULATION
2"X6" BOTTOM PLATE W/ 1/2"
DIA. A.B. @ 24" O.C. W/
2"x2"xl/8" WASHERS
REFER TO FOUNDATION
PLAN FOR SIZES AND
P.T. BOTTOM PLATE
G HEADER CONNECTION DETAIL
NOTE: FOR ADDITIONAL INFORMAITON
REFER TO TYPICAL WALL SECTION
5 GABLE END DETAIL1
2"x4" LATERAL
BRACING - FIRST
1/2" GYP. BOARD
CEILING
1/2" GYP.
BOARD
WOOD
BASE
C'-
III— °- - •. :. -- •' I —III)
11 II
-
III I -
FOUR TRUSSES TYPICAL WALL SECTION (FRAME)
RIDGE & V-0" E .07
_
SIDE OF RIDGE
3/4" = 1'-0"
TOP & BOTTOM
CHORD
2"x4" "X" BRACING
FIRST FOUR
TRUSSES @ RIDGE
& 6-0" O.C. EA. SIDE
SIMPSON MTS 16 W/ (14)
OF RIDGE
10d NAILS PER STRAPPING
SCHEDULE
LAP SIDING ON
HOUSEWRAP OVER
DBL 2"X6" TOP PLATE-
5/8" CDX PLYWOOD
SHEATHING W/ 8d 2"x4" SUB -FASCIA
NAILS @ 4" O.C.
PER. & 6" O.C. FIELD
2"x4" CONTINUOUS
NAILER
DBL 2"x6" TOP PLATE
SIMPSON MTS16 W/
(14) 10d NAILS @
32" O.C.
P-2
P_3 P-1
RIDGE P-2
P-1 P-2
P-2
RIDGE C�
P-3 P-1
�\P-2
N N
JP p-1 a a P-1
P-2
P-3
GABLE P-3
ROOF SHEATHING NAILING ZONE INFORMATION
P-3
P-3
ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD
ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD
ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD
NOTES
19/32" CDX PLYWOOD SHEATHING
25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS
UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND
SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING
1 "4" T&G
CEDAR
CEILING
HARDIE SOFFIT
SIMPSON AC6 POST CAP & (2)
LSTA 18 FLAT STRAPS
NAILED PER
MANUFACTURERS REQ'MTS.-
P.T. 6"x6" POST
SIMPSON POST BASE ABU66
W/ (12) 10d NAILS & 5/8"DIA A.B.
REFER TO FOUNDATION
PLAN FOR SIZES AND
REINFORCING-
TYPICAL WOOD POST COLUMN DETAIL
3/4" = V-0"
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
GUEST HOUSE
ST. LUCIE COUNTY, FL
CLIENT
PREVO
CONSULTANTS
REGISTRATION
OF FLO/��
� • oy
E� AL
9
TEREO
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
ELEVATIONS &
DETAILS
A2.00
PROJECT NUMBER R17122
DATE 04/10/2018