HomeMy WebLinkAboutConstruction PlansPRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
ROOF
ZONE 1-29.04
N/A
OWENS CORNING
WEATHERCOCK
FL#
N/A
ONE OR MORE PLIES OF WEATHERCOCK
ZONE 2 -48.40
UNDERLAYMENT
9777.7
UNDERLAYMENT WITH A MIN. 3" SIDE LAP &6" END
ZONE 3 -72.60
LAP SELF ADHERED
ROOF
ZONE 1-29A4
.59.75 ZONE I & 2
JA TAYLOR
EDGE LOC STEEL
NOA#
N/A
#10-13xl" PANCAKE SCREWS @ 16" O.C. ZONE 1 & 2 &
ZONE 2 -48.40
-IGLOO ZONE 3
ROOFING
PANEL
18-1023.17
6.75" O.C. ZONE 3 WITH 3/1V MIN. PENETRATION
ZONE 3-72.60
u onnnrrc nnin nncrunnc nF
THESEALHEREON 15 PRUVIULU UNL1 LU INVi6Hie gun ncvmvv nnvnrrnv.��,.+�. .,,� ����•��.�, �.. ...... ..............v. .-..-.._. ....___ __ ___ _...
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.
THISOFFICE FORTHESE PRODUCTS. _ - ---
`0
N
N
ELECTRICL LEGEND
SINGL POLE SWITCH
3 THREE WAY SWITCH
DUPLE CONVENIENCE OUTLET
220V OUTLET
—Y MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
CFI GROUND FAULT PROTECTION
Y PHONE OUTLET J
I - _
II J.B. I44 R FAN/LIGHT COMBO
r CABLE TELEVISION OUTLET
WP WEATHERPROOF
RECESS D.,FIXTURE
CEILING MOUNT FIXTURE
LINT�I SGHEDULE '.
ANUFA
ER:
ETC
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
1 2'10"
6113#
44600
BF16/IT-18
L2
3'-6"
6113#
3547#
8F16/1T•1B
L3
4'-0"
6113#
30794
HF16/IT•18
lA
4'-6". -
6113#
-3'
2724q
8F16/1T-18
LS
5'd"'
S36S#
2290#
8F16/1T•10
L6
510"
4360#
2093q
8F16/11r-18
L7
V-6"
3480q
1880#
8F16/1T-18_
LB
7'-6"
2661#
1634#
8F16/1T•1B
L9
9'-4"
184311
11330
8F16/1T-IB
LID
10'-6" .,
1533#
0.
9141!
-�i
SF36/1T-3B
L11
11'-4"
1366#
798#
_
8F16/1T•10
L12
12'-G"
12549
723#
8F16/1T-1B
L 13
13'-4"
1075#
606#
_
8Fi6/IT4B
L 14 =.
14'-0"
1002# •-.
559#
Z
'SF36/ST•18 `
LIS
14%8"
1370#
519#
8F16/1T•LB
L18
15'4"-
1250#
L
489#.
p
BF16/1T-16
117
17'-4"
9509
--
404#
SF16/IT-18
L18
19 -4"
760q
347#
_
SF36/IT-18
1.19 1
21'4"
59811
306tt
8F16/1T-18
L20
22'-0"
5SO#
295#
8FI6/1T-18
L21
24'-O"
45D#
267#
36/1T-10 8F
RECESSED LINTELS
MANUFACTURER:
CAST-CRFTE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RLQ
4'-4"
520601
2635q
8F14/IT-1B
RL-2
4'-6"
520"
2525#
81`14/1T•10
RL-3
5'-8"
4567#
1960q
BF14/1T-1B
RLd
5'-10"
4242#
1900#
9F14/IT•18
RL-5
6'-$"
3120#
1651#
8F14/1T•SB
RL-6
7'-6"
2459#
1462#
81`14/1T-113
RL-7
9'-8"1
156a#
1135#
8F14/1T•18
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
'.. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
50I—C7 +I
cry P,,
PO F—C.
Certification for Design Load Compifance
1. DESIGN CODE: Florida ,f!f®6�"P&o�node 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: _ Enclosed K Pa11181iy Enclosed _Open Building
3. Risk Category: _I II _ III _IV Exposure Category: _B )�_C _D Adjustment coefficient t� Z 1
4. Design Wind Velocity mph _ASD _LRFD End Zone Width A ft,
5. Mean Roof Height: 20t. Roof Pitch: SLr12 Parapet _ft.
6. Components � 2& Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ Q 'MRH (worst case)
Zone 1:-��-I Zone 2:-'%t4Zone 3:- 74 L one 4:-33,�Zone 5>� Garage;
7. Design Loads: Floor: 73�- PSF Roof/Dead: -�CPSF Roof/Livel PSF Balcony: _PSF
Dock: _PSF Deck: —PSF Stairs: PSF Fence:_ PSF Railing: _ PSF
8, Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? -Yes `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. 0 C NCRETET O BE 3000 P.S.I. MI
N, N. FOR BEA
MS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2600 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 1-1/2"
COLUMNS 1-112"
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 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 SCHEDULE FOR
ADDITIONAL INFORMATION.
a. 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.
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1090 Z I S
REVIEWED FOR
j CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
�14- ;11 F MR
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON IC IN C.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LESSI N PORCH
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS,
REGISTRATION
F F O
yr' '•:9 `N LJSt
AR96898'�':4
A
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
Aar 2-
PROJECT NUMBER
DATE�I7�15', `3dIq ZEId/zo
,
i i
1
Q
IYG, TAG" Gt Cvjr
' K
i5 )K
Ct F#�.
TRUSS ID
BEARING
POINT(S)
TRUSSACTUAL
UPLIFT (GROUPED,
WORST CASE)
SIMPSON
CONNECTOR(S)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A-A4
1ST BRG
410#
(1) META 20
1 1810#
1 (9) lodxl-lf2"
2ND BRG
370#
(1) NITS 16
1 1000#
1 (14 )10dx1-1/2"
A6-A9
3ST BRG
MANGER BY TRUSS COMPANY
2ND BRG
352#:
(1) MTS 16
1000#
(14 )10dx1 l/2
E-El
EACH
514#
1) META 20
1810#
(9)10dxl 1/2
GEA
48" R.C.
131
3#
(1) HTSM 20
1175#
(10) 10d & 4 1/4" x
2-1/4" TITENS
GRl
EACH
14
B#
(1) META 20
1810#
9) 30dxl-1/2"
GR2
—PT —BRG
HANGER BY
TRUSS COMPANY
2ND BRG
6330
(1) MTS 16
1000#
(14 )10dxl-1/2"
GRA
1ST BRG
6409
(1) META 20
1810#
(9) lodxl-l/2"
2ND BRG
71
#
(1) MTS I6
1000#
(14)10dxl-1/2"
GRE
EACH
83
(1) HETA 20
1810#
(9)10dxl-1/2"
KING JACK
3ST BRG
74
#
(3) HETA 20
1810#
(9)10dx1-1/2"
2ND BRG
59
#
(1)NITS 16
1000#
(14)lOdxl•1/2"
HIP JACKS
BRG
15
#-
(1)META 20
1810#
(9)
�V'DBRG
H' AILED PER TRUSS COMPANY
VALLEY TRUSSES
" O.0 ..
67
4. 1 MTS 36
(
100 0#
(141Odz1d/2"
TRUSS INFORMATIONTAKENFROMMANUFA URER'S SHOP DRAWINGS. CHAMBERS TRUSS,JOB# 76300 LESSIN PORCH-057836. TRUSS
ENGINEERING DATED 9 20120 9, ALL LOADS EPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS
LAYOUT FOR TRUSS ID AND STRAPPING PLACE ENT,
p , ",r./—
u 1-a"
FOUNDATION SCHEDULE'
S-1 4" (3000 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.
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.
v
�v
ra-z f-I P-1
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 TX S' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD
NOTES:
19 32 D PLYWOOD
C
/ X D SHEAT
HING
25'— 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE SO d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL.BE PEEL.& STICK 0R 30* FELT COMPLYING W/ ASTM.D226.
NOTES:
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR
TASA07 AND.SHALL HAVE FACTORY APPLIED SELFSEAL. STRIPS. OR, BE. INTERLOCKING.
(D-0
N
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
1 PROJECT
LESSII
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
IREGISTRATION
R
REVISIONS
ILI
KEY PLAN
SHEET TITLE /SHEET NUMBER
tl
(6c
V�)qs' T-! r,k < a"
Ll
REVIEilUitiLi 1='Ok
- CODE COMPLIANC r-
� �> JL
_" _ .� ST. LUC:LE COUNT
- BOCC
PROJECTNUMBER l90<oI
i DATE &l17 30 r(q zII4.l ,^.,