HomeMy WebLinkAboutDEMOLITION PLANARCHITECT
Certification for Design load Comnliaw
1. DESIGN CODE: Florida Fri 91De #i4ode ZO(j Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: X Enclosed_Partially Enclosed —Open Building
3, Risk Category: _I XII _III _IV Exposure Category: i� B _C _D Adjustment coefficient l it)
4. Design Wind Velocity«mph — ASD _ LRFD End Zone Width eft.
5, Mean Roof Height: LO' ft. Roof Pitchfot 2 Parapet _ ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 7i� ' MRH(worst case))
Zone 1: -'/Zone 2: - WA- Zone 3: 431A- Zone 4 - 29r02one 5: -3a- Garage:
7. Design Loads: Floor: 77 L? PSF Roof/Dead: /S PSF Roof /Live 3�PSF Balcony: _PSF
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Raiiing; PSF
8. Were Shear Walls Considered for Structure? 2Yes, Not applicable Explain Why Not:
9. Is A Continuous Load Path provided? iC Yes_ Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER
STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN,
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MII4. 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.
3ELECTED To
6. WWIITHSOMPONENTS TAAND WIND FORCES OF THE F FLORIDA BUILDING CODRE HAVE BEEN E 0& EDITION PER WIND
LOAD COMPLIANCE.
7, WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2011
EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
g. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW
AFFIDAVIT.
NOTE: ALL SIMPSON STRONG TIE. PRODUCTS IN CONTACT WITH TREATED LUMBER
SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER.
PRODUCT REVIEW
MODEL!
APPROVAL#
GLASS
ATTACHMENT METHOD
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
PRESSURES (WORST
DESIGN
TYPE
CASE
PRESSURES
SERIES 07.09,
FL#
IMPACT
#30 WOOD SCREWS @ 10" MAX. O.C, 6" ON CORNERS, 1-3/8"
�.�
SIMONTON
L 7{^jg�• 1
Iffy
p5Q
etiy�(-
WINDOWS
07-10,07-20
228.1
MIN. EMBEDMENT AND%"DISTANCE TO EDGE
ZONES-34"
FIXED PICTURE
SERIES 08-09,
FL#
IMPACT
#10 WOOD SCREWS @ 10" MAX. O.C., V ON CORNERS, 13/8"
INDOWS
ZONE 4-28
-55
SIMONTON
08.10, W20
224.1
MIN. EMBEDMENT AND%" DISTANCE TO EDGE
ZONE S-34
WINDOWS
_p0
^ _
4428"�s y". e s H}J
7FI
SIMONTON
VINYL
SLIDING PATIO
FL#
IMPACT
#10 WOOD SCREWS @ 13.875" MAX. O.C., 6" ON CORNERS,
1-1/2" MIN. EMBEDMENT AND %" DISTANCE TO EDGE
f51A •" 11 �
y • • yl:..
WINDOWS
DOOR
16081A
ZO
JELDWEN
PREMIUM
FL#
IA".rwcr
#SaiNROUGH NAILFJN.W/SUFFICIENT.LEJSGT,N TQ PENETRTATE
�,p
ARM Ft,.
VINYL FIXED
14088.4
MIN. OF 1-1/2" INTO WOOD FRAME @ 16.5" MAX. O.C., 4.5"
WINDOW
ON CORNERS
F5aT
GLAZED
Flo
IMPACT
#7-19 X 1-3/4 PPH @ 18.5" MAX. O.C,1-1/2" MIN, EMBEDMENT
DOOR
ZONE 4- 28
-50
RO
FIBERGLASS
17184.2
AND 1" DISTANCE TO EDGE WITH 4" & 8" CLUSTER
ZONE 5 -29
34
DOUBLE DOOR
IMPACT
WITH i-1/2"MIN.EMBEDMENT AND I"
ppi�p
U ..'3'
r�
(lt EL :N T
ZZOO
�/
a MIT
STERNHITECTURAL
7UPPEDALUM.
1 472.2
�A �D OSGtEWS
SYSTEMS
ncMn M9 THic STRUCTURE.
THE
ACCEPTANCE OF THESE
THE SEAL HEREON 15 PRW lutu UML1 w mun.n� c wn mac. �•-.. ,+.-•...• • ••..-•-- • -•. -- -1 - --- -
PRODUCTS AND METHODS OF 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 THIS OFFICE FOR THESE PRODUCTS.
1-3G TD
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FILE COPY
(g'73-czPQ6
ST. LI'(•r11*'7O11'TY Puri
REVIV14 h)FOR COMP
REVIE14'E y
DATE 211
PLANS AND PERMIT MUS'
OE NO INSPECTION WILD
CONCEALED WTENERS Q-11 fl.i i V1'!'; 5IS
LIT- -Ar t' -7k C) 'FC..-P-�"K'-�
J' &FT ON JOB
MADE,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
TO
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Architectonic In
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
KOCHANOWS
RENOVATION
ST. LUCIF COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
SEA
�1'• A kl
.3.......
MICHAEL J. SEAL, AIA
AR96898
1 REVISIONS
NO. I DATE REVISION
I 1 I3/2711A I rq-Vt stiD 4`3
KEY PLAN
SHEET TITLE / SHEET NUMBER
A-1
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PROJECT NUMBERS� Ig L% 065
DATE (,�7%,%17 4/1A / 0 Villa
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ARCHITECT
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ELECTRICAL LEGEND
SINGLE POLE SWITCH
'3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
220V OUTLET
MOTOR OUTLET
+ WALL MOUNT LTG. FIXTURE
GIFI GROUND FAULT PROTECTION
Y PHONE OUTLET
�C J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WP WEATHER PROOF
RECESSED FIXTURE
41- CEILING MOUNT FIXTURE
5� SMOKE DETECTORS /0`6'0r Momoy"os-
DOORBELL
c �I CHIMES
NOTES:
ALL ELECTRICAL NOT SHOWN IS EXISTING TO REMAIN
ALL ELECTRICAL SHALL BE TIED TO EXISTING ELECTRICAL
SERVICE AND SPARE BREAKERS
ELECTRICAL CONTRACTOR SHALL VERIFY AND INSTALL AS
REQUIRED INTERCONNECTED SMOKE DETECTORS IN AND
OUT OF ALL SLEEPING ROOMS
I (4''
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
KOCHANOWS
RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION I
REVISIONS
40 DATE
KEY PLAN
SHEET TITLE / SHEET NUMBER
A - 2-
of 3
PROJECT NUMBER
DATE SI/ �17 (,/Z3117 S1IH117
PEEL, it zebi)>
rr
ARCHITECT
Architectonic Inc
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 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 430.
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 FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
fa lM aTiO aNn npmr10aRGHV nocV.v CdTCCn
AROUND
SNOW
WIND DES16N
Spsed° Tepoprephle
SEISMIC—
DESIGN
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYM9NT
FLOOD
AIR
FREEZINQ
MSSAN
ANNUAL
Frost line
LOAD
(mph elf¢ots• NAj,
CATEGORVt
W_oatherinQ'
_.AOPL°_
Terrelte°
TEMP•
REQUIRED
HA2ARb8s
INDEXI
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NA
Sec PIA, 1290L2(4)
NA
Nag!{Rible_
NA
NA
NA
NA
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3ERS OR
ATE THE
WOOD FRAMING MEMBERS'Y." MIN.
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARC HITECTON ICI NC.COM
STATE REG # AA26003348
' COPYRIGHT 2017
1 PROJECT
KOCHANOWSKI
RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
1 CONSULTANTS
1 REGISTRATION
jF FLO%
J SEg4
,Q f
hI
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
VO. I DATE
KEY PLAN
1 SHEET TITLE/SHEET NUMBER
0% 3
I I-
PROJECTNUMBER Q 07Cat2�y�
DATE (-(G3(17
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