HomeMy WebLinkAboutAPPROVED, revised permit set - DigiSign MSARCHITECT"
NOTES
DRYWALL. SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC THE 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 RMEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL. HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
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TABLE R402.1.2 INSULATION AND FENESTRA71ON REQUIREMENTS BY COMPONENTa
CLIMATE
FENESTRATION
SKYLIGHTS
GLAZED
FENE5TFIATION
CEILING
WOOD
MASS
FLOOR
eASEMENTr
SLAB'I
CRAWL
SPACE°
ZONE
U•FACTOR"
U-FACMR
SHGCu,"
R•VALUE
FRAM> WALL
R VALUE
WALL
RVAI UF'
W
R.VALU!
WALL
R-VALUEI
R•VALUE
& DEPT
R•VALUE
1
NR
Q75
0.25
30
13
3M
13
0
0
0
2
040
0.65
025
38
13
4?6
13
0
0
0
3
0.35
055
025
38
20 at 13+54
11113
10
6113=
0
5113
4except
Manne
anna
0.35
0.55
04D
40
20or 13.5h
B113
19
10113
10.211
10113
Sand
Marine 4
0,32
0.55
NR
49
20or 1341
13117
309
15119
10, 2 tt
15119
6
0.32
0.55
NR
44
2D+5or 13410"
IWO
309
15119
10. 4It
W19
7 and 8
032
0.55
NR
44
20+5 or 13+W
ID121
389
15114
10, 4 tt
15119
FOUNDATION WEEP SCREED
5 jg" 4T u G ca
Fro 1A N D,a."1"I o f-J '
av:+T co zrsO R_ ®R.
m 6uT
CZIMOk
PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
FRENCH DOOR
ZONE 4 -28.7
-75
PGT INDUSTi3ES
FD 101
FIR
IMPACT
Y." 410 SS ELCO @ 23-218" MA)L O.C., JAMB513-1/4"
ZONE 5 -34.5
ALUM.
253.1
FROM CORNERS, 6" HEAD/SILT., 9" CENTERS, 1-3/8"
MIN. EMBEDMENT AND V DISTANCE TO EDGE
WINDOW
ZONE 4 -28.7
-80
PGT INDUSTRIES
SH 5SOD
FLIT
IMPACT
#12 SCREWS @ HEAD 13-3/4", 6-1/2: MAX FROM
ZONE 5 -34.5
[239.2
CORNERS, .63" MIN. EMBEDMENT AND 3/8"
1
DISTANCE FROM EDGE
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FUR USt Ur PRODUCTS LISTED FOR TH15 SI RULI URt. Itit ALLEPIANLE OF THESE PRODUCTS .
AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES N6-
WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
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. 1-3W'PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN.'/4' CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THS WOOD
FRAMING MEMBERS'/4' MIN.
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5+tn�Sat�, 5?�� TaP � �ca`ttot�l
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STRUC URAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLA13S AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 38" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
MINIMUM OF 95% MODIFIED PROCTOR DENSITY,
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE.
7. WINDOW AND DOOR. ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES,
8. FOR METHOD OR 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 CODE.
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
Certification far Design Load Compliance
t.
DESIGN CODS: Florida de 2020 Edition w120, supplements using ASCE 7-10
2.
,
Structure Design Is: K Enclosed Partially Enclosed Open Building
Architectonic
n c
3.
Risk Category: --i lI ,,,,,_ III ,,,_JV Exposure Category: ? B ,_,_,C ,_ _D Adjustment coefficient LC D
4.
Design Wind Velocity *Omph ASD ___LRFD End Zone Width _+ ft.
S.
Mean Roof Height: 2 L ft. Roof Pltch:6X'' .12 Perapet ft.
6.
Components & Cladding Design Pressure used: (P8F, based on Actual sq. R, 'MRH (worst case)
806 DELAWARE AVENUE
Zone 1:• e/&Zone 2:-OVA Zone 3:-r1A's-- Zone 4:- •)Zone 5:-j rGarage: i-Ll!�-
FORT PIERCE, FLORIDA 34950
7,
Design Loads: F1oor:6WI-PSF Roof/Dead: t5-,T`PSF Roof/Live &J(fSF Balcony: _PSF
T. 772 460 7751
F: 772 460 4244
Dock: _,_,,,,PSF Deck: _ PSF Stairs: _ PSF Fence; PSI: Railing: PSF
8.
Were Shear Walls Considered for Structure? YYes _Not Applicable Explain Why Not:
WWW.ARCHITECTONICINC.COM
9.
Is a Continuous Load Path provided? ZYes _Not applicable Explain Why Not:
STATE REG # AA26003348
10.
Min€mum soll bearing pressure 2000 P.S.F. -
COPYRIGHT 2020
PROJECT
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HAUKAP
FLORIDA ROOM
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
��•� F Ft
NAELJ EAR Michael Seal
•; 2021.02.24
�% •, AR96898
mac". 15:56:23-05'00'
ED A
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
8� t
. . . . .. . ....................
PROJECT NUMBER 4: Z I oD 1
DATE (�zS�ZI
14,A U I<lT'