HomeMy WebLinkAboutPLANSPRODUCT REVIEW
ARCHITECT
ELECTRTCL LEGEND
SINGLE POLE SWITCH
3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
220V OUTLET
-� MOTOR OUTLET
+ WALL MOUNT LTG. FIXTURE
41FI GROUND FAULT PROTECTION
PHONE OUTLET
�7II J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WP WEATHER PROOF
� 7 RECESSED'. FIXTURE
CEILING MOUNT FIXI'URE
0 SMOKE DETECTORS
4- DOORBELL
GOrl CHIMES
'3 it '�/O THWN Itb
RAC. EL-ECT. 5@evTCE
O "EP
t"1 1'to/i
t4
toes
Ma"1N
pt5'C.
N1S
PRODUCT
OPEMNG DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
WINDOW
ZONE 4 -28
-210
PST INDUSTRIES
SH S00
NO
IMPACT
312V ULTRACONS 013-3/4" O.C, 6-1/2" ON
ZONE g -34
17-U603.65
CORNERS,1" MIN EDGE DISTANCE AND 1-3/8" MIN.
EMBEDMENT
SLIDING
ZONE 4 -28
-100
PGT INDUSTRIES
5570/2770
NOA#
IMPACT
X" ULTRACDNS RP 21.6" MAX O.C-, 6" ON CORNERS 1-
GLASS
DOOR
ZONE 5 -34
VINYL
17-0420.06
31V MIN. EMBEDMENT AND 2.1/2" DISTANCE TO EDGE
DOOR
ZONE 4.28
-67
THERMA TRU
COMPOSITE
FL#
IMPACT
X" TAPCONS 014" O.C., WITH 6" ON CORNERS,1-1/4-
ZONE 5 -34
EDGE
20461LI
MIN. EMBEDMENT, 2' MIN. CLEARANCE TO MASONRY
EDGE AND a MIN. CLEARANCE TO ADJACENT ANCHOR
DOOR
ZONE 4.28
-55
THERMA TRU
GLAZED
FL#
IMPACT
X" TAPCONS IS) W O.C., WITH 6" ON CORNERS, 1-2/4"
ZONE 5 -34
FIBERGLASS
20470.7
MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY
S.D.
EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR
ROOF
ZONE 1.24
N/A
OW ENS CORNING
ASPHALT ROOF
FL#
N/A
(6) 31V DIA. ROOFING NAIL PER SHINGLE
ZONE 2 -40
SHINGLES 3
10674.1
ZONE3.W
TAB
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODULI S USI Eu FOK I HIS 51 RUC I UKL. I HE ALLLV IANLe OF I HESE PKV UULI S ANU MLI HOUS OF
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTYOR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT (GROUPED,
WORST CASE
SIMPSON
CONNECTORS)
CDNNECTORIS)
UPLIFT DESIGN
FASTENERS
Al
48" O.C.
147#
1 META 20
1810#
9.10dx1-1 2'
A2
EACH
539#
1 META 20
1810#
9-1061-1/2"
A3
48" O.0
653#
1 HETA 20
1810111
9-10dxl.1/2"
Ze4 BRG
229#
1 HETA 20
181011
9-I0dxl-1/2"
A4
la ERG
33011
(1) MTS 16
100011
14-10dxl•l/2"
2"' a ate BRG
210#
HTSM 16
8308
8-ld NAILS 0 (4) X X
2-1/4- TITENS
4TM BRG
330#
1 HETA 20
1810111
9-10dx1.1/2"
B1
48" O.0
109#
(1) HETA 20
281010
9-lodxl-l/2"
82
EACH
2S8#
1 HETA 20
1810#
9.10dxl-l/2"
C1
48' D.C.
106"
(1) HETA 20
1810#
9-lodxl-1/2"
107A
in BRIG
120#
(1) HETA 20
1810#
9.30dxl-1/2"
2n4 ERG
899
HTSM 16
am
8-ld NAILS 0 (4) X X
2-1/4" TITENS
M14A
4V O.C.
134#
1 NITS 16
10008
14-10dxl-l/2"
M348
lw BRG
206#
1 NITS 16
2000#
14-1061.1/2"
2" BRG
211#
HTSM 16
F4309
8-ld NAILS 4P (4) X X
2-1/4" TITENS
V3-V6
48" O.0
4S9#
(2) MTS 16
5000#
14-I0dxl-1/2"
KING JACK
In BRG
743"
(I)HETA 20
181011
9-10dxl-l/2"
2"o BRG
S91#
(1)MTS 16
loom
14.10dxl-1 2"
HIPJACKS
In BRG
157#
(1)HETA 20
1810#
9.10dxl-1/2"
2No BRG
NAILED PER TRUSS COMPANY
VALLEY7RUSSES
48" O.0
6721 1)MTS 16
1000#
14.10d111-1/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. TIBBETTS JOB # 3900 . TRUSS ENGINEERING DATED 3 203 .
ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND
STRAPPING PLACEMENT.
HEADER SPAN
3'-0 e'-o' IT -CI t5-0" i8'-0'
WALL HEIGW STUD SPACING
I 1
I 1
I 2
1 1
1 2
2
1111 OF HEADER SRDS SI#FORIM 00 OF HEIDER
low OR Leo 16' O.0
12
1 2
1 3
1 3
1 3
3
itOF RILL L80n1 SI D Q 60 00 OF HUM
ID'-r_ OR Itim Ili Bit
2
2
3
3
4
4
ROOF 11IISSFS -^-�
W E WP RARE
WM STUDS (ROT RSW FOR
8'-r Hal WIM
HISIDER If dL$D Nort4WID a/labit" O V
D.C. STAOODED FX11M BDFS)
SIMP 901 SRD AS RG = ON SMRSW
MA IS OR MIS 16 ON 114-1110 WI S
HEADER SR08
RILL LMM STUDS
NWE: am IV RA8 SRBP May
IILPUCE 111I5 to OR OW a MM ONLY
SROW DIOR STUD AS MUM Will
SIPM W4 OR V8 81111 8-I011 X I I/r
NMS
P.T. tWfOM FINE
ELECTRICAL LOAD CALCULATIONS
1722 SQ. FEET 3 VA
5166 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 IRRIGATION WELL
2500 VA
1 WATER HEATER
4500 VA
1 FUTURE POOL
2500 VA
1 MISCELLANEOUS
5000 VA
TOTAL
43566 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
13426 VA
AC / HEAT @ 100 %
12000 VA
TOTAL
35426 VA
35426 148 AMPS
240
PROVIDE 200AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
POINT BEARING HEADER CONNECTION DETAIL
KTS
(N`�OLALReN
M4TCM �Jvyf.._
S/8�T-'IN S, PING
w f $d AlA 1t SC n
o,C, eFffti p DIO
I�crST'inJ G
�r•L (r�pow l N ' Ft LL_
N'rS
l lufel Sf1lMlllc
LINTEL
NO.
LENGTH
SAFE
GRAVTY
LOAD
APPLIED
GRAVITY
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
LS
2110"
6113#
E4460#
SFl6/1TAS
L 2
3'-6"
6113"
Z.*
SFIVIT-18L3
4'.W
6113#
SFl6/ST-1BL
4
4'•6"
6113#
O 64-'j
ID
SF161IT-18LS
5'd"
5365#
BF16/1T-1B
L 6
5110"
43W
2093#
81F16/1T-16
L 7
61.6"
3490#
lam
SF36/1T•18
L8
7'•6"
2661"
16M
8F16/ST-IB
L9
914"
1843#
4P
SF161IT-18
LIS
10'_G"
1S33#
8F36/1T-IS
L11
11'�4"
135N8F16/IT-1B
L12
12'-W
1254"
8F16/1T-10
L23
Ir 4"
1075#
8F16/ST-IB
L14
14'-o"
1002#
QIC339;S
8F36/1T-SB
L15
14'-8"
13700l16
15'-4"
12S0#
8F16/1T-SB
L17
17'•4"
9509
8F16/1T•1B
LIS
19'•4"
750#
8F16/1TQB
L19
21'-0"
59"
BF16/ST-iB
L20
22'-W
550#
2950
8F16/1T•SB
L21
24'-0"
45M
267#
SF16/1T•1B
6
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SNOW WORST CASE FOR LINTEL SRE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
Rigivaum
UNITS.
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-I
WA"
5206#
2635#
8F14/ST-18
RL-2
4'fi"
5206#
2525#
BF14/11r-18
RL-3
5'-8"
4567#
196011
8F34/3T-lB
RL-4
5'-10"
4242"
1900#
8F14/IT-IB
RL•5
1
3120#
1651#
BF14/1T-IS
RLE
Y•6"
2459#
J.(7o iF
1462#
8F34/1T•3B
RL-7
9'-8"
1568N
11351E
8F34/1T-18
NOTES: - -
DRYWALL SHALL CONFORM WTTH SECTIONR702.3.1 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 PLANE SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE R301.2(1)
r1 IMerIC AMM nPnneAG,Ar n0QtMW rRITFRIA
WIND DESION SUBJECT TO DAMAGE PROM
GROUND SEISMIC - WINTER ICE BARRIER AIR MEAN
SNOW Spaae4 Topo#raphio DESIGN Frost Ilne DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAF mob etf4mal (NA CATEQO(iY1 W_enthering'-d6Qlh° Tarmhe° TEMP' REQUIRED° HAZARDSo INpEX1 TBMN
NA See Pte, R3UI.2(4) 'NA Negligible NA Very NA NA NA
NOTE:
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 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. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS'/:' MIN.
DRYWALL AND FURRING ATTACHMENT
P.T. I X 2 FURRING (h) 16" O.C. FASTENED WITH i ''/d' CASE HARD NAILS @ 8" O.C.
Y22" DRYWALL FASTENED I'D FURRING WITH 1 118" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
5/8" DRYWALL. FASTENED TO FURRING WITH 1 I/8" DRYWALL. SCREWS @ 8"O.C.
PERIMETER AND 12" O.C. FIELD.
DOOR AND WINDOW BUCK 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
5XJSTIIv Cr 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.
OPTIONAL
Certification for DR►s1Dn Load C0 nh&nca
1. DESIGN CODE: Florida 'PQ++ /AG..codo 2017 Edition W/20- supplements using ASCE 7-10
2. Structure Design is: X_ Enclosed _ Partially Enclosed, Open Building
I Risk Category: ,_I -.2i'II _ III _p N Exposure Category: ,7� B _D Adjustment coefficient i 10
4. Design Wind Velocity Imph,_ASD _LRFD End Zone Width ! fL
6. Mean Roof Height:( ! ft. Roof Pitch: A :12 Parapetft
6. Components & Cladding Design Pressure used: (PSF, based on Actual Sq. R ® 30 'MRH (Worst case)
Zone Zone 2:-!b Zone 3:-,Cgd-Zone 4:-LIL Zone 5:- J 4r Garage: ZCA
7. Design Loads: Floor:7 PSF Roof/Dead: I i PSF Roof/Uve 3? PSF Balcony: _PSF
Dock: _PSF Deck: , PSF Stairs: _ PSF Fence: PSF Rolling: _ PSF
8. Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? ,zyes_Not applicable Explain Why Not:
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.1. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN, LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS 1-1/2'
COLUMNS 1-1/2'
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 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
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES,
8, PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL S014EDULE 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
Z-MAX COATING OR BETTER,
Zk�F f6L-, fLAfr- 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 / I
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK, BUCK SHALL EXTEND
i`
BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
sV5e ?-05� AMENDMENTS.
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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
CARVILLE / OTARROLL
ADDITION/ RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
' CONSULTANTS
' REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE
KEY PLAN
19M - O 3s4
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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806 DELAWARE AVENUE
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FORT PIERCE, FLORIDA 34950
Ri /I LDCoI° F 'C
T.7724607751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
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ROOF SHEATHING NAILING ZONE IN
COPYRIGHT2017
ZONEPI REMAINING AREA W/8d RING SHANK 0 6" O.0 PERIMETER & W O.C. FIELD,
PROJECT
ZONE P2 4 X LENGTH W/8d RING SHANK 0 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 5' X 5' 0 HIP AND 5' X LENGTH 0 GABLE ENDS W/8d RING SHANK 0 4" O.0 PERIMETER & 4" O.C. FIELD.
19/ XPLYWOOD SHEATHING
CARVILLE / OTARROLL
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENTFELT'SHALLBEPEEL &STICK OR30#FELT COMPLYING W/A5fM.D226.
ADDITION/ RENOVATION
NOTES:
ST. LUCIE COUNTY, FLORIDA
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 71SS CLASS H OR
TASA07 AND -SHALL HAVE FACTORY APPLIED SELFSEALSTRIPS ORfiE INTERLOCKING.
CLIENT
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AR96898
REVISIONS
KEY PLAN
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
V,tpcor, P, �� T:7724607751
F: 772 460 4244
,P W W W.ARCHITECTON ICINC.COM
�'-
�,„ STATE REG # AA26003348
ROOF SHEATHING NAILING ZONE INFO. COPYRIGHT 2017
ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMET,ER & 6" O.C. FIELD, PROJECT
ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 TX 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD .
NOTES;
19/32"CDXPLYWOOD SHEATHING CARVILLE / OTARROLL
25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALLBE PEEL & STICK OR30#FELT COMPLYING W/ASTM.D226. ADDITION/ RENOVATION
NOTES: ST. LUCIE COUNTY, FLORIDA
ASPHALT SHINGLES SHALL COMPLY WITH A" 0 3161 CLASS F, ASTM D 71SS CLASS H OR
TAS.107 AND SHALL HAVE FACTORY APPLIED. SELFSEAL.STRIPS OR. BE INTERLOCKING,
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I REGISTRATION
IJSEq� :.°i
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MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
rl G G t4 I &ul Kr=p
KEY PLAN
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
SHEET TITLE / SHEET NUMBER
2 C*
PROJECT NUMBER aD Q)
DATE IZ�S�(® 4 jAr I II
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(TYPICAL)
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FOUNDATION SCHEDULE
S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
S-2 4"+/- (3000 PSI) POURED CONCRETE CAP WITH FIBERMESH
REINFORCING OVER EXISTING SLAB TO MATCH EXISTING
FINISH FLOOR ELEVATION.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 180 WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS,
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN
EPDXY @ 24" O.C. VERT.
D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL.
m
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
CARVILLE / OTARROLL
ADDITION/ RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
1 CONSULTANTS
1 REGISTRATION
I MICHAEL J. SEAL, AIA
AR96898
REVISIONS
KEY PLAN
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
SHEET TITLE / SHEET NUMBER
A- 30v:
S
IPROJECT NUMBER (� 89
DATE IL/5/18
TEusS $rp " Parr
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s'
F'XIOjT1f- c— Fp
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Nov
G,v�C.4l
ROOF SHEATHING NAILING ZONE INFO.
ZONE P1 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 S' 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.
NOTES;
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F. ASTM D 7158 CLASS H OR
OCKING. - -
REVIEWE
COME COMP NICE
ST. LUCIE C UNTY
BOCC
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pie copy
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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
CARVILLE / OTARROLL
ADDITION/ RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
' REGISTRATION
KEY PLAN
�G
SCANNE®
BY
Lucie Counh
SHEET TITLE I SHEET NUMBER
A-20f
NUMBER tC� Qs r
IPROJECT
DATE I1-1511- 4 1.4,
111
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914B TRUSS DETAIL
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