HomeMy WebLinkAboutConstruction PlansMAXIMUM HEADER SPAN
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STRUCTURAL NOTES:
WIND
L vrurigaaon Tor ueMn Load Compliance
1. DESIGN CODE: Florida =@k lPltFr+rKode 2017 Edition w/2Q_ supplements using ASCE 7-10
1.
STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE,
P
2. Structure Design Is: _ \�'' Enclosed __ Partially Enclosed __ Open Building
2.
CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. Risk Category: _iII. III __IV Exposure Category: B �C `D Adjustment coefficient 10 L F
4. Design Wind Velocity
mph _ASO _ LRFD End Zone Width 4R.
3.
REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
t
5, Mean Roof Height: IZ R. Roof Pitch; Z� _? :12 Parapet _R.
4.
CONCRETE COVER OVER REINFORCING STEEL:
r
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. R, Q_'MRH (worst case)
FOOTINGS 3"
Zone 1:-Z9r )I Zone 2:-'%q Zone 3:-746Zone 4:-33 °�, Zone 5A I I Garage: 1ik
5.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
7 Design Loads Floor -ZL PSF Roof/Dead: � PSF Roof/Lived PSF Balcony: _PSF
MINIMUM OF 95% MODIFIED PROCTOR DENSITY.
Dock: _PSF Deck:_ PSF Stairs: __ PSF Fence:- PSF Ralling: PSF
6.
ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
_
8, Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not:
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE.
9. Is a Continuous Load Path provided?zYes _Not applicable Explain Why Not:
7.
WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
10. Minimum soil bearing pressure 2000 P.S.F.
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8.
FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT,
9.
ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE
FLORIDA BUILDING
DRYWALL SHALL CONFORM WITH SECTION R702.3.I OF THE FLORIDA BUILDING
CODE,
RESIDENTIAL CODE.
NOTE:
ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
WALL AND CEILING FINISHES SHALL HAVE A
FLAME SPREAD CLASSIFICATION OF N07'
GREATER THAN 200 AND A SMOKE- DEVELOPED INDEX
OF NOT GREATER THAN 450.
TABLE R301.2(1)
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE
DESIQN
_
�-
-DEVELOPED INDEX NOT EXCEEDING 4.50,
-
GROUND ---- SEISMIC __SUBJECTTO DAMAGE PROM WILATER ICE BA11N
AIR MEAN
SNOW Spoatl° TopoOrephlo DESIGN Froat Ilea DESIGN UNDERLAYMENT PL000 FREEZING ANNUAL
LOAD (mph ailocttaF (NA) CATEGORYf Weatho Il - _depth°_ Termite° TEMP' REQUIREbI'_ HA2ARbSo INDEXI TEMPI
NA Snc Fig. IL31112(4) NA NeghBlble NA Very NA NA NA
Heater
FLoyL} i z c s
SrMl Sora'MT.S ((p
5fes
Tr vr- MfNCIR
' 41114r -Wci tie
F-
ROOF SHEATHING NAILING ZONE INFO.AtFt I i
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, G'G(Aork
I
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD . �Orrtr
I/2�De (L a p « ot-3 z1e�..
`(
ZONE P3 5' X 5' @ HIP AND TX LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. P
{RL oC t aco 2tk De
NOTES: TP(cAy
_
JIP
( E IAA r
19/32" CDX PLYWOOD SHEATHING
r :..
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. i Y ` � C IB-�??rYt<'
TCG ei<:.Aa,.AZp•r�. ',
Ga l.Qtk`0�, or.J
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NOTES: �Q iEIE✓?rKl F' cr.
1
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._. ..�. ,ASRIIA.LLStr11N'GL£S SHALL COMPLY WITH AST M D 3161 CLASS F�-ASTm D 7158 CUSS H OR '
:•
TAS 107 AND SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR. BE INTERLOCKING. h j,c..l L q
_. _... C 4✓y L1
71 G STt4 v l� L? .Cr
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PRODUCT REVIEW
�7i
31e4 G�c �ratT @ �c)
1....:
Ta
-..
,
PRODUCT
I T HIS
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
FL#
N/A
4 ROOFING. NAILS PER SHINGLE
ROOFING
ZONE 1.29.1
N/A
GAF ASPHALT ROOF
3-TAB
ZONE 2-48.4
SHINGLES
IOSZ4.1
ROOF
ZONE 3 -72.6
ZONE 1.29.1
N/A
GAF ROOF
LIBERTY
FL#
N/A
SELF ADHERING BASE
UNDERLAY
ZONE 2-48.4
UNDERLAYMENT
10626.1
MENT
ZONE 3-72.6
+/-65
IELD WEN
OPAQUE DOOR
FL#
IMPACT
#10 WOOD SCREW W/1%" MIN. EMBEDMENT AND''/""
DOOR
ZONE 4-33.8
16708.2
EDGE DIST. @17.25" O.C.
20NE 5 -41.1
+65 /-70
IELD WEN
PREMIUM
FL#
IMPACT
# SO PH SCREWS W/ 1'/." MIN. EMBEDMENT AT 16"
WINDOW
ZONE 4 •33.8
ATLANTIC
14095.1
O.C.
ZONE S •41.1
VINYL
+50 /-60
IELD WEN
PREMIUM
FL#
IMPACT
# 30 PH SCREWS W/ 1'/:"MIN. EMBEDMENT AT 16.75"
WINDOW
ZONE 4-33.8
ATLANTIC
14095.4
D.C.
ZONE 5 •41.1
VINYL
STRUCTURE
THE
ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
.4 GOL
;-
.Wr/z"7EGz�1�1' E3ou.T"5 �
S x
�-1, L
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW ANO APPROVAL FOR USE OF PRODUCTS LS ED FORT I� I
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IIvTPLIEs NO WARRANTY OR GUARANTEE BY
THISOFFICE FORTHESE PRODUCTS.
3
LE��t
TABLE R402.12INSULATION AND FENESTRATION REOUIREMENTS BY COMPONENTa
GLAZED
WOOD
MASS
FAseMENP
SLAG°
CRAWL
CLIMATE
FENESTRATION
9KYLIG41l+
FENESTRATION
CEILING
FRAM WALL
WALL
FLOOR
WALL
R VALU ESPgCE`
ZONE
lLF0.ClbRl
UFA6TOR
9HGC1
RVALUE
RVALUE
R VALUEI
R"VAIOF
RVALUE
R DEPTH
WALL
RVALUE
1
NR
0ls
0.2E
30
13
34
13
Il _
_0_
0
y 2
--.-040
0 65
025
3N
13
I'd
It
0
0
V
7
U35
0 s
(1?.7
30
200, 110
1111
19
at1
0
13
4 oxoaml
035
1156
040
40
20 of 13-:P
P 13
19
10,11
10 21t
10�13
Mona
m bntf
032
055
NIT
49
20 of 11151`
111/
3(11
15,19
1t) 29
15; 19
rv6 4
U032
Oar
40
20'Sor 13'10�
iS/20
7V"
IS/t3
1U 41i
15i 19
7 Inds
_037.
U-,
_NR
NFY�19
2Ur_y otIY10°-19I21
it
15r79
I i PEr_4.-r`9-'SrI �. K �'L/4gFkI ti�
I
i
C-
__... _ _--- l,Jll�]po�_>.�. •iE'_Ir.•t,/�. t3�n)J`�'1-
FOUNDATION SCHEDULE µ II
S-1 4"+1- (3000 PSI ) POURED CONCRETE CAP WITH FIBERMESH
REINFORCING OVER EXISITNG CONCRETE SLAB TO MATCH EXISTING
FINISH FLOOR ELEVATION.
4' 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 CONTIN�IOUs.
F-2 18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO ''.NEW FOOTING STEEL.
D-2 # 5 DOWELS DRILLED 6" MIN, INTO EXISITING FOUNDATION
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL.
SLkZS
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To I<1t rPT NZ)Cca
M
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 2020
PROJECT
DUYGO ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
V RI. A
u1
MICH
A
REVISIONS
NO.
DATE
REVISION
KEY PLAN
REVIEWED FOR
CODE COMPLI*I`4CE
ST. LUCIE COUNTY
BOCC
Copy6ki
SHEET TITLE / SHEET NUMBER
A-
I
-
PROJECT NUMBER 3 I
DATE 4/16'1Zo p
2a7