HomeMy WebLinkAboutFLOOR PLAN19
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NOTE:
STUCCO ON RISLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1053: 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 BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/A MIN. Y!' CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS'/1' MIN.
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DRYWALL AND FURRING ATTACHMtNT
P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 '/21, CASE HARD NAILS @ 8" O.C.
/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
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' Certification for Desisln Load Compliance ARCHITECT
1. DESIGN CODE: Florida 91&LeF.Nrf*%code 2017 Edition w/20_ supplements using ASCE 7.10
2. Structure Design is: K Enclosed _ Partially Enclosed — _ Open Building
3. Risk Category: —1 X II _ III _IV Exposure Category: ,XB VC,D Adjustment coefficient,
4, Design Wind Velocity 0_mph _ASD _LRFD End Zone Width .,ft.
5. Mean Roof Height: 1 g �ft. Roof Pilch: _fQ_:12 Parapet_ft.
6. Components R Cladding Design Pressure used: (PSF, based on Actual sq. ft.30 'MRH (worst case)
Zone 1:. z`•i Zone 2:-t(O Zone 3:- Zone 4:- Zone 5:- ;�' Garage: ZG
7. Design Loads: Floor: ?5' PSF Roof/Dead: 1.9r PSF Roof/Live 5 o PSF Balcony: _PSF
Dock: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: _ PSF
8. Were Shear Walls Considered for Structure? XYes _Not Applicable Explain Why Not
9. Is a Continuous Load Path provided? ,,Q *es,_Not applicable Explain Why Not:
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SCANNED
BY
St Lucie Counn!
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MAY 24 2019
ST. Lucie County, Permitting
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITEcToN [CINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEINBERG
RESIDENCE
PORT ST. LUCIE, FLORIDA
CLIENT
GRANDE
CONSTRUCTION
CONSULTANTS
P►-ORlo
l--
. � SEAL
ClSTER'*'
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
1
s/t4 r
d?Fur
KEY PLAN
SHEET TITLE / SHEET NUMBER
of:
PROJECT NUMBER l7 t ZCo
DATE 6,191ia
I--
r"-IVT
Pc>oye' lzUC< t�czP.1L
NTS
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO Be HEM -FIR 42 GRADE OR BETTER WITH 1000 P,S.1. MIN. FIBER STRESS VALUE.
Z CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL.
FOOTINGS 3"
BEAMS 1-112"
COLUMNS 1.1@"
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IT AND COMPACTED TO A MINIMUM OF 05%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7. DOOR AN WINDOW ASSEMBLY COMPONENTS 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. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION. '
9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
2-MAX COATING OR BETTER.
DOOR AND WINDOW SUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTION
2 X BUCKS SHALL BE ATTACHED WITH W X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK, SUCK SHALL EXTEND
BEYOND TH INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
CAAL• KU.S
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MAXIMUM HEADER SPAN
d-W Ir-e ,s' O' ,e o•
WALL HEIGHT STUD SPACING
/
1
2
2
2
2
} OF IAADER SUDS suPP6Rlelc END OF !FADER
td D oR LEss 18' QCC
2
2
3
3
3
3
} OF RILL LEWIN SI D 9INCH Be OF WIDER
td-D" OR MORE 16.
12
2
3
1 3
1 4
4
ROOF TRUSSES
DOW POP PURE
64NSUDS (NOT REWD FOR
No11 w)
� CiiRD I PLYWOOD
AID WILM W/1Qb WS Or
O.C. SiAGOES on S OES)
SOP FAW SRD AS REOIRIED A0 WPSON
LINK 16 OR MIS 10 REDI I4-IOD WAS -
WIIER SNOS
RILL LEON SRDS
NWE': SlIM Ir RAT SW MAY
RUM NS 16 OR WAIL AT WIDER MY
SRMP EACH SKID AS REOI O TAM —SIP90M SP4 OR SP6 AR H 6-10d X I I1r
RIILS
P.T. BOTTOM RAZE
POINT BEARING HEADER CONNECTION DETAIL
MT.S
ROOF SHEATHING NAILING ZONE INFO.
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C.
ZONE P2 f X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIEU
ZONE P3 TX 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @
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.COMP.LYING W/ AS
C3E
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MwZOL.THIG I*00"1',NCD
-41
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ST>:� FooT tE.>Co DE.TAtL NT'S
LINTEl5CNE0Lxc
-
R
LINTEL
LENGTH
SAFE
APPUED
SAKE
APPLIED
COMPOSITE
NO.
GRAVIT/
GRAVTY
UPLIFT
UPLIFT
BEAM
LOAD
LOAD
LOAD
LOAD
ll
2'10"
6113#
L 2
3'b"
6113#
Z
446D11
35470
a't•
8F16/1T-18
8F16/ST-18
L3
6113#
3079#
SF16/STAS
L4
4'-6"
6113#
>At
2724#
O
8F36/3T.18
L 5
5'-4"
5365#
2290#
8F26/1T-18
L 6
5'10"
4360#
y q
2093#
ZyE,; B,;
SF16/ST.16
L7
8'-6"
3460#
1880"
BF16/1T-18
L8
7'-6"
2661#
Z
1634#
9
$F36/1T-16
L9
9'i"
1843#
1133#
-
8F16/1T-18
L 10
101f."
I533#
914#
$F16/1T-10
L13
11'-4"
1366#
798k
8F161IT-18
L 12
12'-0"
1254#
723#
8F16/ST-16
113
13'-4"
1075#
606#
SF16/1T-18.
l34
14'-0"
1002#
S599
$F16/iT-18
LIS
34'-8"
13700
519#
BK16/3T•18
L16
15'-4"
1250#
48S#
BF16/1T-18
LiJ
SYi"
950#
,ILL
4m
&
8F1fi/1T-1B
LIS
19'-4"
7SO#
347#
BF16/3T.18
119
21'd"
S99#
306#
8F16/1T-18
L20
22'-0"
S50#
295#
8F16/3T-16
L 21
2C-0"
g50k
Ifi7#
SF36/1T-18
U
: CAST.
ETE
LINTEL
LENGTH
SAFE
APPUED
__iAFE
APPLIEb
COMPOSITE
NO.
GRAVITY
GRAVTY
UPLIFT
UPLIFT
BEAM
LOAD
LOAD
LOAD
LOAD
RL-1
4'-C
5206#
L�j
2835#
4
SF14/1Td8
RL-2
Y-6"
5206#
2525#
8F14/3T-IB
RL-3
W_r
4567#
19fi0,F
8F34/IT-38
RL-4
5'-10"
4242#
1900#
8F14/iT-18
RL-5
6'-B"
:
31200
1651#
8F34/1T-SB
RL-6
2459#
"§ p
ig62#
4e O t5&
8F14/3T-18
_IL- 7
9'•S"
Ism 1
113W
8F14/ST•3B
NOTES: ALL LOADS ARE ILN POUNDS PER LINEAL FOOT.
APPLIED LOADS SNOW WORST CASE FOR LINTEL sm.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
♦T- I I r . I �- .�. ..._ ems•
ARCHITECT
Architectonic 1
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
STEINBERG
RESIDENCE
PORT ST. LUCIE, FLORIDA
CLIENT
GRANDE
CONSTRUCTIO-N
CONSULTANTS
p y .........
I
A MU
REGISTRATION
' MICHAEL J. SEAL, AIA
AR96898
REVISIONS
jNO,I DATE I REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
2-
RASNI �
�T5
v4"
PROJECT NUMBER
DATE A 1 %
ptkMIT-
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE 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 4%
TABLER301.2(1)
CLIMATIC ANn nPnnMAPWln M=aInW n61T901A
WIND DES1014
GROUND
-
SEISMIC
SUBJECT TO DAMAOE FROM
-- —
WINTER
ICE BARRIER
AIR
MpAN
9NOW
Bp4ed° TopoOrnphVo
DESIGN
Frost line
DESIGN
UNDERLAYMENT
FLOOD
FREB2ING
ANNUAL
LOAD
(mph efl4ots�SNA�
CATEGORYI
Wpnthnr�n(�' �dB�lh° T4rtnlle°
?EMP'
REQUIRED°
H1L2ARbS4
INDEX
TBMW
NA
See ft,12301.2(4)
NA
Negligible
NA
Her
NA
NA
NA
L ��T 5 c �� • � t_�`l��r cc� sJ
PRObt1[T RFVIFMJ
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
TYPE
(WORST CASE)
PRESSURES
GARAGE
-24.3
-64
DAB DOOR
HURRICANE 824
NOR#
IMPACT
7/16" PUSHNUT INSTALLED ON ROLLERSHAFT, WITH STEEL TRACK
DOOR
COMPANY,INC.
STEEL
17-1018.12
CONNECTED WITH 'k"-20 SS BOLT NUT, CONNECTED TO STEEL
SECTIONALS
TRACK BRACKETS @ 12" O.C. WITH 5/16" X 1.5/8" LAG BOLTS
DOOR
ZONE 4.28
-60
PLASTRRO
SERIES O
FL#
IMPACT
�" ITW @ 14" MAX O.C. JAMBS, 6"TYP FROM JAMB CORNERS, (2) HEAD
ZONE 5 -34
FIBERGLASS
15210.3
I & SILL CLUSTERS @ (1") 3" FROM CORNER & (2NO) 7" FROM CORNER:
WITH 1.1/4" MINIMUM EMBEDMENT & 2.1/2- EDGE CLEARANCE
DOOR
ZONE 4 -28
-50
PLASTPRO
SERIES N
FL#
IMPACT
K" TAPCONS @ 13.70" MAX. O.C., 6" ON CORNERS, 1.1/4" MIN.
ZONE 5 -34
FIBERGLASS
15180.2
EMBEDMENT AND 2" MIN. CLEARANCE TO MASONRY EDGE, 4" MIN.
CLEARANCE TO ADJACENT ANCHOR WITH CENTER CLUSTER @ 3" & 7"
WINDOW
ZONE 4.29
-BO
FIST INDUSTRIES
SH 700
FL#
IMPACT
Y°" ULTRACONS, HEAD 18.1/2" MAX. FROM TOP CORNERS,17.112"
ZONE 5 •34
239.3
MAX. FROM TOP CORNERS, 15" MAX. BOTOM CORNERS
WINDOW
ZONE 4 •28
•80
PGT INDUSTRIES
PW 720
FL#
IMPACT
I 1/4"' ULTRACONS @ 12"' MAX. O.C., 6" ON CORNERS, 1.3/4" MIN.
ZONE 5 -34
143.5
EMBEDMENT AND 1" DISTANCE TO EDGE
WINDOW
ZONE 4 -28
•60
PGT INDUSTRIES
SGD 770
FL#
IMPACT
'b" UL7RACONS @ 24"' MAX. O.C., 1.3/9" MIN. EMBEDMENT AND 2.1/2"
ZONE 5.34
251
DISTANCE TO EDGE
MULLION
ZONE 4.28
•130
PGT INDUSTRIES
CLIPPED EXTRUDED
Fl#
IMPACT I
0 TARCONS (2) PER CLIP WITH I.1/4" MIN. EMBEDMENT AND 2.1/2"
MULLION
261.1
DISTANCE TO EDGE
ROOFING
ZONE 1 •24
-90
POLYGLASS
UNDERLAYMENT
FL#
N/A
12 GA. X 1.25" X 3/8"HEAD DIAMETER
ZONE 2 -40
5259.1
ZONE 3 •60
ROOFING
ZONE 1-24
-61
ENTEGRA ROOF
CONCRETE ROOF
FL#
N/A
FIRST ROW TILE (2) #8 X2.1/2" SCREWS & 3M 2-COMPONENT FOAM
ZONE 2 -40
TILLS
7804.2
ROOF 71LE ADHESIVE AH=160, ALL OTHER TILES TO BE FOAM TILE
ZONE 3 -60
I
ADHESIVE SET
THE SEAL
HEREON IS PROVIDED
ONLY TO INDICATE
OUR RFVIFW AND
APPRMI&I rnP I l<r nc
PRn u., ,
_..-. t�
[n Nry LC Ur IneJc
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
I/ u
O N
a-4 rdy
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARC H ITECTON ICIN C. COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEINBERG
RESIDENCE
PORT ST. LUCIE, FLORIDA
CLIENT
GRANDE
CONSTRUCTION
CONSULTANTS
r-1F FLd
O
EL J E
—�
AR96898
N
SrFRED P�G�
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
A,
PROJECT NUMBER V,f 7 f 2 4v
..4
DATE 118
mc.m ur
T I ARCHITECT
m
a
�O
0
Q
F-2
FOUNDATION SCHEDULE
S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
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Man
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEINBERG
RESIDENCE
PORT ST. LUCIE, FLORIDA
CLIENT
GRANDE
CONSTRUCTION
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
_ AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE I SHEET NUMBER
bF �
4-
PROJECTNUMBER I>— V7 (7—(0
DATE
CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINT(S)
TRUSSACTUAL
UPLIFT (GROUPED,
WORSTCASE)
SIMPSON
CONNECTOR(5)
CDNNECTOR(S)
UPLIFT DESIGN
FASTENERS
A-A2
-1BRG
936# 1
(1) HETA 20
1810#
9.10dx1-1/2"
2 BRG
HANGER BY TRUSS COMPANY
Ai-ATB
1 ORO
95011
(1) HETA 20
1810#
9-I0dXi-1/2"
2 BRG
722#
(1) MTS 16 _
1000#
14-10dxl-1/2"
B-81
EACH
690#
(1)HETA20
1810#
9.10&1-1/2"
D
1 BRG
HANGERBY TRUSS COMPANY
2 BRG
949# (1) NITS 16
5000#
14-10dxl-1/2"
DS-tl5
1 BRG
HANGERBY TRUSS COMPANY
2 BRG
997#
(1) MTS 16
10001E
14- 10dx1.1/2"
G-G4
1 BRG
114$#
(1) HETA 20
1810#
9-10dxi-1/2"
2 BRG
973#
(1)MTS 16
1000#
I4-IOdx1
GRS-GR7
1 BRG
1328#
(1)HE7A 20
1810#
9-10dz1-1/2"
2 BRG
HANGERBY TRUSS COMPANY
GRA
1 BRG
1896#
(2)HETA 20
2500#
9-SOdxl-1/2"
2 BRG
1267#
(1)HETA 20
1810#
9-10dx1-1/2"
GRAl
1 BRG
1121# 1
(1)HETA 20
3810#
9-10dxl-1/2"
BRG
HANGER BY TRUSS COMPANY
GRB
EACH
1262#
(1) HETA 20
1810#
9-IOdxl-1/2"
GRC
'IBRG
4162#
(2) HETA 20
(1) LGT2
2500#
2150#
12-12d
16-S6d &74/4" X
2-1/4" TITENS
2 BRG
5532#
(1) FGM
5000#
18-SDS-1/4" X 3" &
2-1/2" X 5" TITEN
GRD
1 BRG
2710#
(3) NITS 16
3000#
14-10dx1-1/2"
BRG
HANGERBY TRUSS COMPANY
GRE
EACH
10930
(1) HETA 20
1810#
9-10dx1-1/2"
GRG
1 BRG
290Dti
(2) HETA 20
(1) HTSM20
2500#
1175#
9.10dxl-1/2"
io-iod
2 BRG
2031#
3) NITS i6
30DD#
14-10dxl-1/2"
GRK
1 BRG
5041#
(1) FGTR
(1) HETA 20
50DO#
3810#
18-SOS-1/4" X 3" &
2-1/2" X 5" TITEN
9-10dx1-1/2"
2" BRG
HANGER BY TRUSS COMPANY
GRL
1 BRG
4873#
(1) FGTR
SOODR
18-SDS-1/4" X 3" &
2.1/2" X 5" TITEN
2 BRG
HANGER BY TRUSS COMPANY
GRM
1 BRG
11ON (1) HETA 20
18L#t
9-10dR1-1/2"
2 BRG
RANGERBY TRUSS COMPANY
K-K3
1 BRG
2731#
(2)HETA 20
(1) HTSM20
2S00#
1175#
9-SOdx2-1/2"
10.10d
2 BRG
HANGER BY TRUSS COMPANY
K47K9
1--BRG
2753#
(2) HETA 20
(1) HTSM20
2500#
1175#
9-10dx3-I/2"
1010d
2 8RG
1205#
(1)HETA 20
1810#
9.10dx1-1/2"
L-M
1 BRG
HANGERBY TRUSS COMPANY
2 BRG
728#
(1) "ETA 20
18100
940dx1-1/2"
KING JACK
1 BRG
743#
(1) HETA 20
1810#
9-30dz1-1/2"
2 BRG
59l#
(1) MTS 16
1000#
14.10dz1-1/2"
HIP JACKS
1 BRG
157#
(1)HETA 20
1810#
9.1Odx1-I/2"
2 BRG
NAILED PER
TRUSS COMPANY
VALLEY
TRUSSES
48"O.C.
672#
(1) MT516
1000#
14-lOdzl-i/2"
TRUSS INFORMATIUN IAKM YRUM NIANUMI I urtcrt n �nvr u �nnrvmcrtn o ",.a..
LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID
AND STRAPPING PLACEMENT.
M
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ARCHITECT
Architectonic In
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
STEMERG
RESIDENCE
PORT ST. LUCIE, FLORIDA
CLIENT
GRANDE
CONSTRUCTION
CONSULTANTS
rc0 F F( O,Q
CO
7� •'•, AR 9
RED ARG�
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE /SHEET NUMBER
PROJECT NUMBER
DATE 4hIts
It(m1Y
ARCHITECT
Architectonic Inc
L
ELECTRICAL LOAD CALCULATIONS
2750 SQ.FEET 3 VA
8250 VA
2 20 AMP APPLIANCE CIRCUITS
3000 VA
1 REFRIGERATOR
1200 VA
1 DISHWASHER
1200 VA
1 LAUNDRY
1500 VA
1 RANGE
12000 VA
1 DRYER
5000 VA
1 MINI SEWER
2500 VA
1 WATER HEATER
4500 VA
1 POOL EQUIPMENT
2500 VA
1 MISCELLANEOUS
5000 VA
TOTAL
46650 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
14660 VA
AC / HEAT @ 100 %
12000 VA
TOTAL
36660 VA
36660 153 AMPS
240
PROVIDE 200AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES
THRUOUT
NT5
CEILING MOUNT FIXTURE
50 SMOKE DETECTORS
0- DOORBELL
=CHIMES
0
F-LECTF,1 C. -/fit,_,
F LOK
144
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICiNC.COM
STATE REG # AA26003348
1 COPYRIGHT2017
PROJECT
STEINBERG
RESIDENCE
PORT ST, LUCM, FLORIDA
CLIENT
GRANDE
CONSTRUCTION
CONSULTANTS
I REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
1 REVISIONS
KEY PLAN
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER
DATE q 11 I1,9
0
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1% Gf1Yl 3
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AIR HANDLER DETAILS
IMP CLIP 2X4
GALV. CLIPS
FLA PRODUCT APPA
FL14239
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fU TIE DOWN TO
COMPLY WITH
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EQUIPMENT SCHEDULE
AC —1 CARRIER
5 TON
C.U.-CH14NA0600OG
A.H.U. - FX4DNF061L
HEAT - 05 KW
COOLING CAP. - 58,500 j
HEAT CAP. — 55,500
ELECT - 208-230-1
BRKR CU- 50 AHU-45
REF. LINES - 7/8 & 3/8
S.E.E.R. —14.0
HSPF - 8.20
Nt17"f/1/ �17f 7 y'X
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CONDITIONING
�i
MECHANICAL, Inc.
CAC1817665T_
1643 DONNA ROAD WP8, FL. 33409
5 6 1— 6 8 9— 1 0 9 3
831 S. KINGS HWY FT, PIERCE, FL. 34945
7 7 2— 8 7 8 7 5 7 7
No. Revision/Issue Date
e
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNED BY AND PROPERTY 01' THIS OFFICE, AND
WHERE CREATED, EVOLVED, AND DEVELOPED FOR
US ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT, NONE OF SUCH IDEAS DESIGNS,
ARRANGEMENTS, AND PLANS SHALL. HE. USED BY,
OR DISCLOSED TO ANY PERSON FIRM,OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF PREFERRED AIR CONDFFIONING &
MECHANICAL., INC
NEW RFSIDE;NCf FOR:
STEINBERG
RESIDENCE
P4?R'i• S7'. LAJCJII,1,1,0(t10A
G, RANDE
ON
CONSTRUCTION
Prbje Sheaf _
{//c//y(/)�) �-�^
Date
Scale It _
`(. 110q
A =LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less S toad'- pS
Spreader Barr
60 degrees
nr Ixacc
Tag line 112 span
approx.
/
Approx D3 to }7
112 of Span.
REFER TO BCSI REFER TO BCSI
Truss must be set this way a crane is used. Truss must beset this way if crane Is used.
Truss is an example, your truss may not match, Truss is an example, your truss may not match.
Insist crane operator sets truss this way Insist crane operator sets truss this way.
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are installed.
AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trusses are not
designed for air handlers in the roof or for any other A/C
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
Tag line
! WARNING Al
The size of these trusses makes it necessary that they a set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FASTENER FOR
TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS
GRK GIRL THD26-2 (12)-10D (18)-16D
GIRD GRC HUS28 (8)-16D 22)-16D
Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
Hatch Legend
FCEILING
—
AT 12'-0"
CEILING
F771 AT 13'-0"
CEILING
F-7 AT 10'-4"
® LOAD
BEARING
AT 12'-0"
® LOAD
BEARING
AT 9'-4"
HIP VALLEYS ARE DIFFICULT TO INSTALL, PR BLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION.
0 Do not stand on trusses u till they are braced per BCSI & properly nailed to straps and hangers !!
AARRANGE WITH CRANE O ERATOR IN ADVANCE FOR A STRONG BACK OF 29' - 36' IN LENGTH!!
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NOTES:
* BUILDER TO UNDER FRAME CEILINGS AS NEEDED.
* INTERNAL LOAD BEARING WALLS REQUIRED AS SHOWN.
SQUARE CUT END
2X4 TOP CHORD
WALL HEIGHT VARIES
END DETAIL: TYPICAL
2-00-00
6F-
wrJENsarJ®ax uwtui� FABRICATION AGREEMENT -
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED
COIN DER JAi
hiE NOT EED.
SEE STANDINI
ENDINEERINO.
N O.G ,—.
CIALY
' 2r •Inn
CORNER DETAIL
ovEaeuxOs rnTarlovm wR uARn
The undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
3determining successful fabrication of the trusses.
€ .p 2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
8„ 'ilnderslgned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss'
hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
fter 10 days of delivery remedy will be according to Fbrida statute 558.
4. The undersigned acknowledges receipt of 'SCSI' summary sheet by TPI 8 WTCA.
5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has
e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is.
esponsible to Chambers Truss for lowing costs due to she conditions.
6. Price as shown in paragraph 7 below is subject to change it any changes are made in this layout. A $50 per hour
ee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
nvolce will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
slivery 4 buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
easonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be
added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees
ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
ndersigned agrees to pay such indebtedness including attorneys fees, it default in payment for material be made by the
eclpient.
10. In the event of any litigation concerning this agreement, the hems furnished hereunder or payments referred to
erem, the part,es agree that the sole venue for any such action will be Saint Lucie County, Fbrida.
CONNECTIONS DESIGNED t1. Design responsibiltes are per ""National Standard And Recommended Gudelines Oin ponstbilities For
AND SUPPLIED BY OTHERS onstruction Using Metal Plate Connected Wood Trusses ANSUTPINTCA4-2002...
12. Warranty is per Chambers Truss Warranty attached.
SQUARE CUT END
2X4 TOP CHORD 61—
WALL HEIGHT VARIES
END DETAIL: COFFER i
1
i A spreader bar may be required per "BCSI" to prevent injury & damage.
Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
Temporary and permanent bracing arerequired and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
I
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Pierce, Florida 34982.6423
800-551-5932
Fort Pierce 772-465.2012 Fax 772-465.8711
Vero Beach 772.569-2012 Stuart 772.286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
am
DRAWING I❑SUBMIITTAL REVIE
/ED ApPROVED AS NOTED
AND RESUBMIT ❑ REJECTED—
FL 34950
DESIGN CRITERIA
LOAMNIGIVESIGN CRITERIA REDUCIBLE
PER COOE SUCH AS SBC 1604.6.1
County
ST LUCIE
Building Department
ST. LUCIE COUNTY
Wind Design Criteria
ASCE 2010
Wind Design Method
MWFRS(DirechonalyC-C hybrid Wind ASCE 7-10
Roofing Material
TILE
Loading in PSF
Roof R.D.L. Floor
Top Chord Live
20 0
Top Chord Dead
15 4.2 0
Bottom Chord Live
•1C-Non Conocurent 0
Bottom Chord Dead
10 3 0
Total Load
55 7.2 0
Duration Factor
1.25 0
Wind Speed
170mph
Top Chord C.B.
Sheathing by builder
Bottom Chord C.B.
Sheathing by builder
Highest Mean Height
17'
Building Type
Enclosed
Building Category
It: Non Restrictive
Exposure Category
C>Open Terrain with scattered obstructions
Miles from Ocean
5
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load
C.B =Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75011
SCALE: 3/1691 = 1'-011
226 total trusses, 80 unique designs
Designer: RLC Reviewed by: RLC
Date: 03/20/18
FOR
GRANDE CONSTRUCTION
DESCRIPTION:
STEINBERG
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
75011