HomeMy WebLinkAboutFinn Residence HVAC LayoutCertification for DeJs gn Load Comcliance
1,
DESIGN CODE: Florida V-1� 0— ode 2017 Edition w/20_ suppiaments using ASCI» 7-90
2,
Structure Design Is: �- Enclosed Partially Enclosed Open Building
Category: B x C D Adjustment coefficient f t 70
3.
Risk Category: __-__1 „ 4_11,_,,,^ ill _IV Exposure _,_ • _
Wdth A t ft,
4,
Design Wind Velocity a%mph ASD _,__LRFD End Zone
6.
Mean Roof Height 1 I ft. Roof Pltch: 5 A2 Parapet,_._,ft.
6.
'MRH (worst case
Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft, (c� �..___._ )
Zone 1:-3IJ Zone 2:- it, *one 3:- 7Z4zone 4,.-9,4 zone 5:� , l Garage: 3 +y
7,
Design Loads: Floor: PSF Roof/Dead: > PSF Roof/Live' PSF Balcony: ,_-_,-PSF
Dock:' PSF Deck: PSF Stairs- _ PSF Fence: PSF Railing: PSF
8.
Were Shear Walls Considered for Structure? A Yes ,,,,,_,,,,Not Applicable Explain Why Not:
9.
Is a Continuous Load Path provided? , yes ____Not applicable Explain Why Not
10.
Minimum soil bearing pressure 2000 P.S.F.
STRUCTURAL NOTES:
TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
1.
STRUCTURAL LUMBER
2.
CONCRETE TO BE 300o P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND.
FOOTINGS TO 2600 P.S.I. MIN,
3.
REINFORCING STEEL SHALL BE GRADE 00 OR BETER WITH 36' MIN. LAP.
4,
CONCRETE COVER OVER REINFORCING STEEL;
FOOTINGS 3`
BEAMS 1-112`
COLUMNS 1-1/2`
5.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IV AND COMPACTED TO A MINIMUM OF 95°r6
MODIFIED PROCTOR DENSITY.
6:
ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
;
FORCES PER THE PLORIDA BUILDING CODE 2017 EDITION
ry
7.
DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY* MANUFACTURER FOR WIND FORCES PER THE
t
Q
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
t3.
PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE S' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
8.
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.
-—
i
N.- OTIE`5••
WITH SECTION R702.3.I OF THE FLORIDA BUILDING
DRYWALL SHALT. CONFORM
RESIDENTIAL CODE.
CERAMIC TILE IN TUB 1 SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702,4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FIMSBES SHALL HAVE A FLAME SFRF.AD CLASSIFICATION OF NOT
`
GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THA33.450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
a
PER SQUARE CEN'TiMWI'ER WITS A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
SMALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
FOAM BLOCK INSULATION
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. '
I
TA2LF_ 001.20)
CLIMATIC AND GEOGRAPHiC DESIGN CRITERIA
3
WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER 109 BARRIER AIR MEAN
AROUND Frost lino DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
TtrMP1
BNOW
LOAD
d RELtU1REDh HAxARDBQ INDEX
8poad Topogrephlo DESIGN
itrtph eitaotsk NA CATEGIORYI Wentherin ' depth° Termite° TEMPO
I r
NA
Negligible NA Very NA NA 'NA
Sea Fla. R341.20) NAHeavy
LI�T�L SCHEDULE
—
�AANUFACTURER•
CAS%CR£'r6
LINTEL
NO.
LENGTH
SAFE.
GRAVITY
LOAD
APPUFA
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
SEAM
L1
2110"
8974#
703411
8F24/1T 18
L 2
3'-6"
8974#
5591#
8F24/iT-18
L3
4'-W
29754
48S311
8F24/iT-iB
L 4
W-6"
8672#
4292#
8F24/1T 1B
L 5
51-V
7342#
3607#
SF24/17 IS
L6
5'10"
60364
32950
SF24/1T-18
L7
V-6"
8360
29599
8F24/ST 18
L8
7'-E
5681#
2571#
8FZ4/1T 1B
L 9
9'4"
34864
1811#
SF2WAT-10
L10
10'-6".
2781#
1458#
8F24/1T•18
L 11
Iri4"
2423#
1272#
8F24/1T 1B
L12
121-V
2193#
SiS1#
8F24/1T-18 .
L13
IW-4"
1838#
962#
8F24/1T-iB
L14
141-0"
1697#
887#
8F24/1T iB
L15
14'-B"
2245#
823#
8F24/1T-1S
L 16
15'-4"
2058#
767#
8F24/1T 1B
L17
17'.4"
1609#
6379
SF24/1T-18
L18
19'-4"
1282#
546#
8FZ4/1T-18
L19
21'4"
1114#
480#
8F24/1T-18
L20
2Z'-0"
1097#
461#
8F24/1T 18
L21
z4'-a"
ssa#
ai6#
aFza/1T-1a
RECESSEQ LINTELS
NlaNUFACrURER:
CAST-CJtETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-1
4'•4"
8o60#
44o9#
8F22 iT-18
RL-2
A'-fi"
8060#
4224#
81:22AT-18
RL-3
5'-8"
8060#
3277#
8F22/1T 1B
RL-4
5'-10"
80604
3176#
522/11r•18
RL-5
61-8"
7915#
2758#
81:22AT-18
RL-6
71-6"
5743#
24424
SF22/1T 18
RL•7
91-V
3129#
1893#
8F22/1T-18
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT -
APPLIED LOADS SHOW WORST CASE FOR LINTEL SiZE,
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
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I ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG #/ AA26003348
FINK RESIDENCE-
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE ! SHEET NUMBER
SQUARE FOOTAGE .5
LIVING 2<ut S S.F.
REAR PORCH 333 S.F.
FRONT PORCH 194 S.F.
GARAGESpS.F.
TOTAL 3$oa St<- PROJECT NUMBER Z Za 1 t,,a .
-DATE tZ.k Rz c z a