HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: 6. l 0q
"
REVISION FEE: l S -s O
C-1244� P-r_ / ti-- �,9
LOCATION/SITE
ADDRESS:
PERMIT # 0? V ;z - o I `
RECEIPT # 0-1
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982 5FIREVISIONSjUN,
T11(772)462.15534r a `:APPLICATION FOR BUILDING FERM1 wn020
PROJECT INFORMATION
,ti 'wj o2oartment
�r FL
«E-
DETAILED DESCRIPTION OF PROJECT
REVISIONS: LJ
l�r%d�Kl �r�Rd� v &;;77ex v"tALy-' �!
T
CONTRACTOR INFORMATION: ° V Z t o 6C a r�
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: G�lL
QUALIFIERS NAME: CHr;—is Ze,?ll
ADDRESS: �--&
CITY: /T— J rr� STATE: ZIP:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
CITY: STATE:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: ?711 G- /12''ev1b2..'7
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06/30117
ZIP:
STATE: ZIP:
FAX:
i
Debbie Isenhour [" 1 1 _1 "V I— ,1
From: cn12 <cnl2@bellsouth.net>
Sent: Tuesday, July 07, 2020 10:08 AM
To: Debbie Isenhour
Subject: Fw: Board Approval Updated ARC Plans / Lisa Burns
SECURITY WARNING': This email originated from outside=the Coufify,systems: Please show caution"(
clicking links or opening attachments unless you recognize, the sender and lcngw the content is safe.
Questions, call Customer Service at 772-462-2146
Hello Debbie,
This is the email you requested be sent to you in regards for approval for Lisa Burns.
Have a great day!
Linda Loy
---- Forwarded Message -----
From: stephanie Wisniewski <crafty411@comcast.net>
To: "cnl2@bellsouth.net" <cnl2@bellsouth.net>
Sent: Wednesday, June 10, 2020, 05:40:22 PM EDT
Subject: Fwd' Board Approval Updated ARC Plans
Chris,
Below is the approval from the Galleon's Board for the ARC revised plans for Lisa Burns, 2805 E home. If you have any
questions, please do not hesitate to contact me via email or by phone, 239-464-5669.
Peter Wisniewski, Galleon Board President
--------- Original Message ---------
From: Deborah Lyon <dlvon01(a)earthlink.net>
t- To: Lisa Burns <Iburns0l (d)comcast.net>
• Cc: Peter & Stephanie Wisniewski <craftv4l lacomcast.net>
• Dater June 10, 2020 at 3:41 PM
• Subject: Board Approval Updated ARC Plans
> Please be advised that the Galleon Board has approved and', signed off on your recent ARC revised plan. You may pick
up signed original for your from Peter Wisniewski, Board. President (Unit 2805-A).
> Please provide your contractor with a copy of this email and initialed plan as needed.
>
> Deborah Lyon
> Realtor, GRI, Property Management, CAM
> Coldwell Banker Paradise
> Schlin Community Management
> 4625.N6 Al A, Vero Beach, FL 32963
> C: 779=321-1775
> M: D on0l(aearthlink.net
Please Note. Plonda has very broad Public records laws. Most written com
lions to or from County officials regarding County business are public records
t
pd-
TWO—STORY
J
TOWNHOME p
a (Not Included)
W Z CENTERLINE OF A20' WEST RIGHT OF WAY LINE II T�
ABANDONED ALLEY 61 F I NORTH HIGHWAY A1A 1
f ON LIE±) I (Basis of Bearings) I �.I ° =17
Au,N 9'42'02" W 140. 7' f
�o 0
Ill It IL
it o v 9.I f TWO—STORY o. it —Li
• —' ASPHALT b�, ? 7r/ }�o o� TOWNHOME 8 I z �, � � ��. t Ln (Q
C PARKING :g x w�%.. rn. FFE=:50.00 y 19(b I) xp O�Tl"
m ; `
JXO (Assumed) 55• V"ap d ` 16.8' s Q
I' 45s• N" 89l_42'02" W 1 140 [71'
1010
, I D
FORM BOARDS TWO—STORY I i y
C P (Matches Existing Ff) TOWNHOME C
n
��tt I (Not Included)
Die P1pv PARTY WALL CEN REQ
ON LOT LINE± (nPICAQ
LEGAL DESCRIPTION:
A strip of land 16.66 feet in width being a p rtion of Lot One, Block 2, CORAL COVE BEACH SECTION ONE, as recorded in Plat
Book 11, at Page. 308 of the Public. Records of St. Lucie County, Florida; said strip of land is parallel to the south dine of Lot 2 of Block
7 and the South line of said strip is 19138 feet north of (as measured. perpendicular from) the South line of aforesaid Lot 2. This strip
of land is bounded on the east by State Road A1A..and on the west ,bythe centerline of a 20 foot abandoned alley.
LOT AREA: 2,346 Sq. Ft.; 0.05 Acres
STREET ADDRESS: 2805 N Highway AlA, Port Pierce, Florida 34949.
SURVEYORS' NOTES:
1. Bearings shown hereon are basedon Ihe NIQrthline of subject property as described and bears N 89'42'02" W.
,2. Written dimensions take precedence over sdIaled dimensions and distances are not to be scaled for construction dnd/or design purposes.
3. All distances and bearings are as field me sured and are coincident with "PLAT" and description data unless otherwise noted.
4. This drawing is not valid without the ignat re and original. raised seal of a Florida licensed Surveyor & Mapper. 1
5. This survey is based upon a description furnished by the client, there has been no searchofthe public records done by this office.
6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO181 K,
with an effectivedate of February. 19, 2020, 1
7. This survey is not covered by professi nal liability insurance.
8. City water & sewer are available in this air a.
9. This survey meets the required accuracy a shown' in Ch. 5J-17.051 '(2) (b) based on its expected use.
10. No underground utilities or improvements were located.. unless otherwise shown.
1.1. Elevations shown hereon are based upon art assumed datum.
LEGEND
' r Q SANITARY ACCESS LID 12 SANITARY CLEANOUT
' s CL =-CENTERLINE RIGHT OF WAY CONC = CONCRETE
#" EP = EDGE OF PAVEMENT = TELEPHONE RISER
BOC = BACK OF CURB • = WATER METER
DULY 15, 2020 ^° t D = DELTA ANGLE A/C = AIR CONDITIONER PAD
L = ARC LENTH CLF = CHAIN LINK FENCE
Date of Signature Waal 'At.•. R = RADIUS PF = PLASTIC FENCE
Professionat'surviiyor & Mapper FIFE = FINISHED FLOOR ELEVATION o = PROPERTY CORNER
Florida Certificate No. 6353 0 & BENCHMARK FOUND 5/8" IRON ROD
!LB No. 7608 ,oa =SPOT ELEVATION (UNNUMBERED)
.... j . 10
(Not To Scale)
CERTIFIED TO:
LISA K. BURNS;
CENTERSTATE BANK, National Association, ISAOA/ATIMA;
CHRISTOPHER J. TWOHEY, P.A. and
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
Revised: Create "Addition" site plan, WB, 04-18-20.
Revised: Edit site plan, WB, 06-14-20.
Revised: Edit site plan/add staircase, WEI, 06-25-20.
Revised: Form board tie=in, W6, 07-15-20.
e0enneff
Bennett Surveying, Inc.
107 Augusta could
Jupiter, Florida 33458
tel: 772.336.493J
email: bennettsurveyingOya oo.coi
Date of Last field work; 07/14/2021
Form Board Tie —In Survey
Prepared on the order of:
Christopher J. Twohey, P:A.
Field: JP/BB Job No.: 19-070
Drawn: WB Date:08/06/201
Scale: 1"=20' I Sheet: 1 of 1
TWO—STORY
Z LL �u r l (Not�WNHOME Included) 0
z
wo I CENTERLINE OF A 20' WEST RIGHT OF WAY LINE I s O
n ABANDONED ALLEY 6' PP I I NORTH HIGHWAY AtA�y I rt
0
r(ON UNEt) I (Basis of Bearings) ( I S
1i wauN _b9-42'02" W 140.971 F
r
a _p11I Jo I zx Ao rn23.3 AU : _q_ 9^• ,i p� �II(nAOWN G�aW, + a
55'" TWO—STORY oo
ASPHALTOWNHOME m z
nTy 01 xoPARKING rn.
(Assumed)
.3-�o 0<
x9 -(A,CD .6CONC 55'
30
Q
45.75' N89r 02; W 140.t71
PROPOSED 5'0 <
I :0 I rt D
SPIRAL STAIRCASE I I ;Z
`, I a
AR �— — PROPOSED ADDITIONJ TWO—STORY I T D
TOWNHOME
Y�� I (Match Existing FIFE) (Not Included)
c4
PARTY WALL CENTERED a
ON LOT LINE± (TYPICAL)
LEGAL DESCRIPTION:
A strip of land 16.66 feet in width being a portion of Lot One, Block 2, CORAL COVE BEACH SECTION ONE, as recorded in Plat
Book 11, at Page 3013 of the Public Records of St. Lucie County, Florida; said strip of land is parallel to the south. line of Lot 2 of Block
7 and the South line of said strip is 192.38 feet north of (as measured perpendicular from) the South line of aforesaid Lot 2. This strip
of land is bounded on the east by State Road A1A and on the west by the centerline of a 20 foot abandoned olley.
LOT AREA: 2,346 Sq. Ft.; 0.05 Acres±
STREET ADDRESS: 2805 N Highway A1A, Fort Pierce, Florida 34949.
SURVEYORS' NOTES:
1. Bearings shown hereon are based on the North line of subject property as described and bears N 89'42'02" W.
2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction and/or design purposes.
3. All distances and bearings are as field measured and are coincident with "PLAT" and description data unless otherwise noted.
4. This drawing is not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper.
5. This survey is based upon a description furnished by the client, there has been no search of the public records done by this office.
6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO181 K,
with an effective date of February 19, 2020. -
7. This survey is not covered by professional liability insurance.
8. City water & sewer are available in this area.
9. This survey meets the required accuracy as shown in Ch. 5J-17.051 (2) (b) based on its expected use.
10. No underground utilities or improvements were located unless otherwise shown.
11. Elevations shown hereon are based upon an assumed datum.
12. This plan information to be verified by contractor prior to construction.
JUNE 25, 2020
Date of Signature
WILLIAM B. BENNETT.
Professional Surveyor & Mapper
Florida Certificate No. 6353
LB No. 7608
LEGEND
3Q =
SANITARY ACCESS LID
CL =
CENTERLINE RIGHT OF WAY
EP =
EDGE OF PAVEMENT
BOC =
BACK OF CURB
D =
DELTA ANGLE
L =
ARC LENTH
R =
RADIUS
FFE =
FINISHED FLOOR ELEVATION
& BENCHMARK
=
SPOT ELEVATION
k00-0
O = SANITARY CLEANOUT
CONC = CONCRETE
Jd = TELEPHONE RISER
A = WATER METER
A/C = AIR CONDITIONER PAD
CLF = CHAIN LINK FENCE
PF = PLASTIC FENCE
o = PROPERTY CORNER
FOUND 5/8-IRON ROD
(UNNUMBERED)
4
N
Vicinity Map
(Plot To Scale)
CERTIFIED TO:
LISA K. BURNS;
CENTERSTATE BANK, National Association, ISAOA/ATIMA;
CHRISTOPHER J. TWOHEY, P.A. and
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
Revised: Create "Addition" site plan, WB, 04-18-20.
Revised: Edit site plan, WB, 06-14-20.
Revised: Edit site plan/add staircase, WB, 06-25-20.
,wennett
WWI Surveying, Inc.
107 Augusta Court
Jupiter, Florida 33458
tel: 772.336.4933
email:
Date of Last field work: U4/1.7
Boundary Survey & Site Plan
spared on the order of:
Christopher J. Twohey, P.A.
Field: JP/BB lJob No.: 19-0709
Drawn: WB Date:08/06/2019
Scale: 1"=20' Sheet: 1 of 1
>- ----- i
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PRODUCT REVIEW
PRODUCT
OPENING
DESIGN
PRESSURES
(WORST CASE
PRODUCT
DESIGN
PRESSURES
MANUFACTURER
MODEL#
APPROVAL#
GLASS
TYPE
ATTACHMENT METHOD
ROOF
ZONE 1-41.2
-105
POLYGLA
S USA
SBS AND APP
FL#
N/A
ELASTOBASE FASTENED WITH SIMPLEX MAXX CAP 6"
ZONE 2-63.7
MODIFIED
1654.1
O.C. AT MIN. 24NCH LAP AND 6" O.C. AT THREE (3)
ZONE 3 -95.2
BITUMEN ROOF
EQUALLY SPACED, STAGGERED CENTER ROWS, CAP PLY
SYSTEM W-118
W/ SBS-AA, SBS-TA,APP-TA
WINDOWS
ZONE 4.44.4
-80
PGT INDU
TRIES
SH 700
FUf
IMPACT
#12 SCREWS @ HEAD 18-1/2" MAX FROM CORNERS,17-
ZONE 5 -53.9
239.3
1/2" MAX. FROM TOP CORNERS, 11-1/2" MAX. ABOVE
THE MEETING RAIL, 15" MAX. FROM BOTTOM
CORNERS, 1-3/4" MIN. EMBEDMENTAND 1" DISTANCE
-S
FROM EDGE
FRENCH DOOR
ZONE 4
4
i7
PGT INDU
S TTIES
FD 101
FL#
IMPACT
W 410 SS ELCO @ 23-1/8" MAX. O.C., JAMBS 134/4"
ZONE S-
253.1
FROM CORNERS, 6" HEAD/SILL, 9" CENTERS, 1-3/8"
MIN. EMBEDMENT AND 1" DISTANCE TO EDGE
SLIDING GLASS
ZONE 4-44.4
-100
PGTINDU
RIES
SS70/27705GD
NOA#
IMPACT
#12 WOOD SCREWS 21.6"MAX. O.C., 6- ON
DOOR
ZONE 5-53.9
17.0420.06
CORNERS,1-3/8" MIN. EMBEDMENT AND 9/16"
DISTANCE TO EDGE
THE SFAI HFRFr1N
IC PRnvinin nnu v'rn,NmrnTC
n1 m ne.nn.,
n.�n
n n....r.r... �....
,.. ... ...,......,.T_ .....-_�
__ _ _..._ _-
- _-
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY
THIS OFFICE FOR THESE PRODUCTS.
ELECTRICAL LOAD CALCULATION
750 SQ. FEET LIVING 3 VA 2250 VA
204 SQ.FEET NEW 3 VA 612 VA
2 20 AMP APPLIANCE CIRCUITS 3000 VA
1 REFRIGERATOR 1200 VA
1 RANGE 12l)
-1•�.-���� �u rvnlnm5,nuCunt. Int AuUtFIANU OF ItILat PRODUCTSAND METHODSOF
WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
3 Tp F.yJhT1n7G�
00 VA
1 DISHWASHER
3000 V
1 WASHING MACHINE
1500 V�
�L U 12g if �Cv YZI �i E
1'DRYER
5000 VA
N-F-/7 -
1 WATER HEATER
4500 VA
1 MISCELLANEOUS CIRCUIT
2000 VA
TOTAL
35062 VA
FOUNDATION SCHEDULE
FIRST 10 KVA@ 100%
10000 VA'
S-1
4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
REMAINDER @ 40%
10025 VA,
COMPACTED TREATED FILL.
AC HEAT EXISTING
8000VAI,
F-1
8" X 8" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
AC / HEAT NEW
5000 VA
F-2
12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
TOTAL
33025 VAI
F-3
18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
138 Ames
3 # 5 BARS CONTINUOUS.
33025
240-.
D-1
3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
USE EXISITNG 150 AMP SERVICE
SET IN EPDXY AND TIED TO NEW FOOTING STEEL
_ PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT
D-2
# 5 DOWEL DRILLED 6" MIN. INTO EXISTING FOUNDATION SET IN
EPDXY @ 48" O.C.
,/A"
ELECTRICL LEGEND
SINGLE POLE SWITCH
3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
J&220V OUTLET
-4 .MOTOR OUTLET
�4 WALL MOUNT LTG. FIXTURE
CFI GROUND FAULT PROTECTION
PHONE OUTLET
II J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WP WEATHER PROOF
/O.
t RECESSED FIXTURE
CEILING MOUNT FIXTURE
50 SMOKE DETECTORS
o- DOORBELL
`I CHIMES
r
4
CA,140,
vyk14.
0IJ f-w
coy hp,
Certification for Design Load Compliance
1. DESIGN CODE: Florida Z'>Tli tY6JJl 1ALcode 2017 Edition W/20_ supplements using ASCE 7.10
2. Structure Design is:. Enclosed _ Partially Enclosed __ Open Building
3. Risk Category: _I 311 III _IV Exposure Category: _B _C >qD Adjustment coefficient 1199
4. Design Wind Velocity mph _ASD _LRFD End Zone Width V ft.
5. Mean Roof Height: 9J ft. Roof Pitch: t/.4 :12 Parapet _ft. 1
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. fL @ 30 'MRH (Worst case)
Zone 1:-40 Zone 2:-4111 Zone 3:-132 Zone 4: 4.4AZone 5:-538 Garage: 131A
7. Design Loads: Floor. PSF Roof/Dead: I i7 PSF Roof/Live 3P PSF Balcony: 4PSF
Dock: _PSF Deck: - PSF Stairs: _- PSF Fence: _ PSF Railing: 5-0 P41F
8. Were Shear Walls Considered for Structure? X Yes _Not Applicable Explain Why Not:
9 Is a Continuous Load Path provided? )1� Yes _Not applicable Explain Why Not:
10, Minimum soil bearing pressure 2000 P.S.F.
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 38" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
- FOOTINGS W
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 2017 EDITION PER WIND LOAD COMPLIANCE.
T WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
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 CODE.
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
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T. L CIE COUNTY
WROCC �17120
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
BURNS
RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
i I
�,
G�STERE� PQ-
MIC IA
AR96898
REVISIONS
0.
DATE
REVISION
II
�/
r7S�9 F�IPP�P
Ftoo� 4�
Z
6OZ3/46?
4" 4J ft Lae^T, a,U
EY PLAN
SHEET TITLE / SHEET NUMBER
A-U�z
�ROJECT
NUMBER
-BATE
I
/Z/20Z D
N
III ri. n i I
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Sa
>
{1kJ t)
lY;I1t1*110w—
(Not Indulded)
, i
�r
Basis of wings)
fil��"11
" ti4f 140.
'
PARKINC
ow
N
i I i fi)a
TWO—STORY
PARTY WALL CENIEM
ON LOT t.##lf* (TYPICAJI
TO 04HOME
(Not
�h"1duded)
)n�Tvea-R�Tec�ry -Y4.��.na irSy.u�*t 5u �..v �.y/ (•.��
MAXIMUM HEADER SPAN
WALL HEIGHT STUD SPACING
t
2
2
2
2
OF HEW STUDS SUPPORnnc ENO OF HEADER
IL.10'-0' OR a= 16' O.C.
2
2
J
3
J
J
10'-0' MUM 18' O.C.
2
2
3
J
4
4
CIH � OF FULL LENSTUD AT EACH END OF WADER
ROOF TRUSSES
DOUBLE TOP PLAT
CRIPPLE STUDS (r
8'-0' HIM WA115
HEADER (0mu :
SPACER CYUED AN
O.C. STAGGERED B
STRAP D04 SM
LSEA 18 OR Mrs I
WADER STUDS
RILL L NM STUD;
NOTE S8pS0E1 IS'
Rf va mm 18 a
MW EAW STUD
% @I SP4 OR SI
NNLS
P.T. WrMi7 PUTE
Muhl:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALT. 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.
XMC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0,12 WATT
I R SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
eiCCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450,
OAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE F1301.2(1) -' _ ._ ...... ... _.. _
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA_
GROUND WIND DESIGN ,,,, SEISMIC ,SUBJECT TO DAMAGE FROM_ W T --
SNOW S ooe^ Topopraphlo DESIGN Pr III floe WINTER ICE BARRIER AIR MEAN
bESIGN UNDERLAYMENT FLOOD
FREEZING ANNUAL
LOAD ph eNam&DNA DESIGN
Wet. rinO' �aep}h° 79rm11e" TEMP' RBOUIREp^ HAZARbS° INDE%' TEMPI
NA ae Flµ. It301.2(A) NA NaEyliBlble NA VorY NA NA NA
T .._
P-- 2
IPA
ROOF SHEATHING NAILING ZONE INFO.
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETR & 6" O,C. HELD,
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4'
NOTES;
19/32" CDX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL. BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTWD226:
ALLI Mi
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POINT BEARING HEADER CONNECTION DETAIL
N.T.S.
FOUNDATION WEEP SCREED
5T 4C.C.0
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TABLE R402.1.2INSUL.A11ON AND FENESTRATION REQUIREMENTS BY COMPONENTS
STRATION
ST:TOR"
SKYLIGHT"
GLAZED
FENE51RA710N
CEILING
WOOD
MASS
BASEMENTF
SLAB'I
CRAWL
U•FACTOR
SHGCi` °
RNALUE
FftnME WALL
AMER-VAWE
WALL
FLOOR
WALL
R-VALUER.VALUE
SPACE
I
R•VALUE
RNALUE
& DEPTH
WALL
NR
0,75
U25
33/417R•VALU
+MATE
025
30
-___0.35
.
025
_
30
zo or iJ+:S�-'...—.--
__190955
511"Ii.�03_U35
01U
U40
nu20
or IJ*5�'
W13
19t@t3
--
—'-- --
--
—-.
10.21t
10:13
.32
0 55NR
49
20 Ur 13 S^
1T17
7L1915!19
74 2n
15l19
7 and8
32
032
0:55 _
055
-NR
4fl
70a5 or 13i90M
15/z0
30§
15/19
10,4II
i$!18
�—
—'
NH 49
I
to,5 or 13,10h
19.'21
389 IrVi9
10.4 I1
15/10
fr, 6 L --tit - S r' C. t
5r4C.co s,� FA,
Heu!�-,F— V- a m
15r 0,F F. a_T_.
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