HomeMy WebLinkAbout52210-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
volt. SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52210 Date: 08/25/2025
Permission is hereby granted to:
Allison Gans
192 Water St Apt 1E
Brooklyn, NY 11201
To:
Construct a shed/garage accessory to an existing single-family dwelling as applied for.
Premises Located at:
4510 Rocky Point Rd, East Marion, NY 11939
SCTM#21.-3-26.1
Pursuant to application dated 07/14/2025 and approved by the Building Inspector.
To expire on 08/25/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $325.00
CO Accessory Structure $100.00
Total $425.00
Building Inspector
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 littL)s.//www.sot,itlioldtowniiygov.
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only E C E O V E
PERMIT No. 5.a J Building Inspector.
—JIr—_
JUL 112025
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Building Department
Owner's Authorization form(Page 2)shall be completed. Town of Southold
Date: 11 July 2025
OWNER(S)OF PROPERTY:
Name: Erin Wolfe and Allison Gans SCTM # 1000-
Project Address: 4510 Rocky Point Road East Marion, NY 11939
Phone#: 917-750-6489 Email: erinHwolfe@gmail.com
Mailing Address: 4510 Rocky Point Road East Marion, NY 11939
CONTACT PERSON:
Name: Erin Wolfe
Mailing Address: 4510 Rocky Point Road East Marion, NY 11939
Phone#: 917-750-6489 Email: erinHwolfe@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name: Tiderunner Engineering & Design
Mailing Address: 7 Ridgewood Street Bay Shore, NY 11706
Phone#: 631-839-4824 Email: tiderunnereng@optonline.net
CONTRACTOR INFORMATION:
Name: NY Shed Co.
Mailing Address: 885 Wickham Ave Mattituck, NY 11952
Phone#: 631-765-3090 Email: NYShedco@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[]Other $ 30,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ii�No
1
PROPERTY INFORMATION
Existing use of property: Residential Intended use of property: Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes RNo IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Erin Wolfe
Application Submitted By(print name): ❑Authorized Agent ROwner
Signature of Applicant: Date: I I / ,To �Za L5
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No. 01BU6185050
SS: Qualified in Suffolk County
COUNTY OF
Commission Expires April 14,
)
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
ay of �-j ki, l 2
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
*a8g
Fi STO�]E�.l��lMAT]ER
Albert J. Krupski, Jr.
SUPERVISOR �V][A��A��G IEhd1ENIF
SOUTHOLD TOWN HALL-P.O.Box 1179 �y T (`l }], ]�]
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town Of,1.)o u 6/L o G C•L
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: F n„ Date: I-Loz5(Prou �) 'Jul
Contact Information: fZin k wc. k
tsA�ewl�a�r
(E.Mail&Telephone Number)
1 T --`_
�O (qqkJ
Property Address / Location of Construction Site:
S to ►2� � « � S.C.T.M. #: 1000
District
Section Block Lot
J U L 1 5 2021
Building Dep COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
` of Souttem � ,
- Area of Disturbance is less than 1 Acre. No ST.D.E.S. Permit is Required!'
Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required !
❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit through the Southold Town Engineering Department
Prior to Issuance of a Building Permit.
" 1&a__ _J
a4l
, 7Reviewed By: /f/// Date:
FORM SMCP-TOS December 2024
2cC P 7 c-1
�S�
S C T.M. NO, DISTRICT: 1000 SECTION: 21 BLOCK: 3 LOT(S): 26.1
LAND M/F OF
MARIE DALLI
LAND M/F OF I --
1 1 KONSTANTINO MASTORAKIS I 401
3 �
- 1.2 N
N 0;4W"B
rm
U P.
0 MON_ m_ - I DIRT DRIVEWAY - - - - -- -
1 1,3'S
O
RIGHT OF
WAY I
f
�. 102.9'
o
UP
DRIVEWAY
_ DIRT/STONE
LAND M/F OF
9-1 1. 1 PAUL MISTHOS
NL i
G .
i
61LC0
`128.8'
O ze.5
a
�. DIRT/STONE DRIVEWAY �.
U
U-P_
A
N
N 6 W
N
N
m �
o
m
O [
1
l,.P,. MON. .�
I 237.51'
MON_ - ---- - -5 604 `2011 W - EDGE OF PAVEMENT - - --
SOUTHERN BLVD.
UPDATE SURVEY 09-25-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
SET MONUMENTS O4-10-20 AND OR DATA OBTAINED FROM OTHERS.
AREA:98,725.07 SQ.FT. or 2.27 ACRES ELEVATION DATUM: -------------------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: ALUSON CANS; ERIN WOLFE;
WELLS FARGO BANK, N.A.;
MAP OF:
FIDELITY NATIONAL TITLE INSURANCE COMPANY;
FILED:
I EMINENT ABSTRACT, INC.;
SITUATED AT: EAST MARION
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
' P.O. Box 153 Aquebogue, New York 11931
404—
PHONE (631)298-1588 FAX (631) 298-1588
FILE # 220-26 SCALE:1 =4O' DATE: FEB. 19, 2020 N_Y..S. LISC. NO, 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
ibp s a a a - ssess ohs
ABBREVIATIONS /{/`�j` Classificat on/Floor Area
-ACQ ALKALPJE PER COP QUATERN4RY LVL LAMNATED VENEER LUMBER
I ,GEUSUSORY 5 H ED Floor Level Existng Proposal Total
ACT ACOUSTICAL TILE MAXMAXIMUM m
AL ALUMINUM MIN MINIMUM. Gellor(Fufished) O O O
ALT ALTERNATE MRS MARBLE list Floor O O O
AS. ABOVE FIRSTRS AMLE MS MARBLE SADDLE . 4310 ROCKYPOINT IRE) .
ASP ABOVE SUBFLOOR I-M METAL- _n Ind Floe O O O
A5. A SADDLE NA NOTIN.CONABLE .. Q Total 'O O O .
AP.B. ANTHONYNTHONURSES POWER BEAM NIC NOTN.CONfRACT xn
B.G. BRICK COURSES 'NOM NOMINAL' .. VgJ .Garage 'O O O
BD BOARD NR NOT REQUIRED LL S Front Porbh p
DOT BOTTOM WE NOT TO SCALE Q
BUILDING
GLLpG CLOSET O ON CENTER
. . EA.ST , MA;RiONY CBB CEMENT BALKER BOARD OC'.G OCCUPANTS) O O ODeeks 0 O OCLG CEILING. PART. PARTRbN � '
CLR CLEARANCE) PC POURED CONCRETE
COL COLUMN PT PONT' .. .
CONC CONCRETE PKT POCKET
CMU CONCRETE MI450NRY UNIT PAD RADIUS
CT COLLARTIE REQ. REQUIRED .. - 2p.Q - 17 Overlmg Z
CJ CEILING JOLST REV REVI510N(5) r----.--------------------7_1 .
CANT CANTILEVER RM. ROOM O e
GMD CARBON MONOXIDE DETECTOR RR ROOFRAFTERI70+erha .. - v .. •. y� .. .
DA DAHETER P/R REMOVE AND REPLACE I I - n1 1c ..
DIM DIMENSION 5EC SECTION I I U1 O
DR DOOR SF SQUARE FEET I I 0 .
OTL DETAIL SIM .SMILAR l O
DWG DRAWING so SOUARE
DN' DOWN STL STEEL �Q{
EA EACH' SD SMOKE DETECTOR I' I w 6
EL ELEVATION STD STANDARD H
I to
ated Cwm Slob Fowda
EQ EQUAL TC TOP OF CURB I
EX EXISTING TEL TELEPHONE I I 2 x 12 RR V 16 OC
EXH EXHAUST' THK THICKNESS 'I I §§ - - R30I:2.1.1(2020 Residential Code of New York State)
EXT EXTERIOR JOB TOP OF SLAB 'I I R' I I Z
EF EXVH4U57 FAN. TX TOILET EXHAUST I' I _ i Design Criteria CPnstructlon,in regions where the bas!dWhd speeds F
EW EGRESS WINDOW TXF TOILET EXHAUST FAN I Y exceed from Figure R301.2(4)equal or exceed Z -
FC FIRE CODE TYp .TYPICAL - I I' , §
FD FLOOR ORA�N TEM. TFJHPORED I I R � � mF� � I � R I � W miles per hour shall be designed in accordance� F
FIN FNISH(ED) TEMP TEMPORARY I I k Wth'one of the fllowirI
FLR FLOOR(ING)' UON UNLESS OTHERWISE NOTED
FPSC FIRE PROOF,SELF CLOSING VIF VERIFY IN FELD I '- Z,
FT FOOT(FEET) WC WATER CLOSET Plans hwe been designed 2020 New York State ResderttiabGode OU.
.FJ FLOOR JOLST WR WATER RESISTANT - I I in accar_dance With:' '
GA GAUGE I I ..� � I � � I Q
GALV.GALVANIZED
GL 'GL-55 LT INTERRUPT I __--_J x CLIMATIC g GEOGRAPHIC DESIGN CRITERIA: ableR301.2 ' H
I
GWB GYPSUM WALL BOARD I .. Wind Exposure Category: BFr- HOLLOW CORE
+7 .
HOW HARDWARE Ground Snow Load: - 20 PSF .. 'A .. .
mm, HpI METAL Q Wind Speed: 130 mph 3 sec Gust W wo
HOR HOiZIZONTAl (1110 fastest mile)
HP 'HIGH POINT Foundation Plan .. Roof Plan Seismic Design category G 'Q H C~ 3 .
HT HEIGHT . y
HVAC HEATING/VENTILATIOWAIR CONornoN •. �H W H 0 .
IN INCH' g Weathering Severe t•/] A c ("'
NT IW INVERT INTERIOR 51 Frost Line Depth:, 36 Inches Py
JT JOINTI T-ImIt.Infia sta)lae: Moderate to Heavy
KIT' KITCHEN .. .. W WA� ..
lAv IAVA7oRY Decay P,robcbllhy: Slight to Moderate .Q P4 W
Winter Design Temperature: 51 - I?a w
Ice Shield Underlay—nt Required Valleys and Perimeter U I-a (4
Flood Hazard AE-5
Floor Plan jAJr Fraezing Index 599L'i Q !(
MIN.DESIGN PRESSURE DP RATING: 0 z
0
ZONE 4 DP 25 F P.
ZONE 5 DP 30'
ZONE 1' DP 25. U U
'ZONE 2 DP 30 .. W o
m ZONE 3 - DP 30 -
O..ZONct DP20
' N n ca ZONE 2' DP 45
Legend. ZONE 3. DP 45. .
Edsting walla to Remain Q ., Zane D omm -- '
Existing vJolle robe Removed --
Neww.us,ndParIt— 0 Front Elevation
ti
Insulation ® _ W",;r
pr.interior
Door. M
WindowZane a:
sifaurd`seam —_— Rear Elevation Minimum Uniformly Distributed Live Loads: Tab!pR3a.5
USE LIVE LOAD DEAD LOAD
Outlet
xtenar Balconies 60 psf � 10 psf � o H`
GFI Outlet " di1�Fl - 'Slaesrni H2O m a Asphalt Etinsbe a er.t5C Fab Decks .. 40 psf 10 psf
Naw Rafters wen V7 COX Plyv 5heott, Paesanger.Vehicle Garages 50 psf as per plan N µ• r
`Swhch $ (See Deral) own 7.12 RR®16 DC ATTICS without Storage" 10 Psf 10 psf 3 < m
ATTICS with Storage. . 20 psf 10 Psf Z, p O 3 a
Ceiling Fxture ,l 12 ROOMS other than 51eepl Rooms 40 psf 10 psf " 0 3 ' X
V _ Sleeping Rooms 30 psf 10 sf. U" U C1 p cxi
•Exterior Fixture �3 Stairs w - 40 psf 10 psf SCALE:
(2)2.4 Place Guardrails and HaMroils 200 Psf 10 psf V4'-
Smoke Detector O T1e :12x4 1! OO
12 psfforAMc Ep
'Raefir
Live.Ground Srow Load 20 Psf 15 psf far Cash
CO Deteetor 2.10 CJ @ 4A'OC - .,r
O ALLOWABLE DEFLECTION: 7abre R3ot.7
vent (2)2 x 4 Ph 2)2 x 4 Pbre .
( Structural Member Allowable Deflecton
Ver Liyhr (2) ltg atmcem m rafrara LAW
RGf�SSpPP�
2 x 4 Plum Rafters hm4g bpes Vea than BAD with ro fi shed ' 77006
Imerbr W.h and Parntbne H/IBO D W O.NAME:'
Ceiling Fan o Fbo.and Pbstered Ca&q. v36o COVER
AO otM S--d Member. L/J40
Foerarwi, /p," or � Hap SHEET
Right Elevation T-1u Slang wen 7 x a•.,Wa® Tri` d 2 x 4 Pat E oericr Wda-Wind loads(.)�v/Bmtle Fin'shas L1240
g ExmrEr Wdls.Wind Laads(a)w/PI F bhes L/I20
Left Elevation 16'O.C., DWO.NO.: .
Note: L-Spcn Length HF Span Height
Grace 01 C3 Boa a.The Wind Load atoll be Pernlhted to be taken ae 0.7 times the C 1 Gant lQ
" Haunches Conc Sbb Component and Gadding load+for the purpose of the determining-
Section deflection limits herein
PAGE 1 OF 2
GENERAL NOTES ea.o sins m e o a m. RIDGE STRAP DETAIL TIP WALLNJINDOW AIR SEAL q
} - FIRE/SMOKE DETECTION GIRDER TO S.S.P.COLUMN e,
a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES, w�nnw'vpm.oc 'INSTALLATION@16°o/O
b.THESE DRAWINGS 00 NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTIONSAFETY. a.1 INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN.
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS: b.SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL sm.,wwp4 LSTA24-9801bs.UPLIFT
e BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(CO,) BE
BUILDER SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS,IN .r...eew..a
d.BOULDER TO CARRY WORI(MAN'S COMP.INS,1N AMOUNTS AS REQUIRED BY LAW. ACCORDANCE W/R314.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. -
.ALL WORK SHALL 8E FULLY GUARANTEED FOR ONE YEAR AFTER C.O.IS ISSUED. c.AT LEAST ONE CARBON MONOXIDE ALARM 15 TO BE PROVIDED IN EACH DWELLING UNIT,IN THE ��'���p��«•� ,u...r..
I.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND
COSTS AS REQUIRED BY BOLDING IMMEDIATE VIL1flIT•I OF BEDROOMS ON THE LOWEST FLOOR LEVEL THE CARBON MONOXIDE a
DEPARTMENT AN ALARMIS TOCOMPLYW/UL2034DUL217,AND ISTO BE INSTALLED AND MAINTAINED IN `_����^ ��� asn asro 4 '+ ,• • • crvsuM llpMDAsuv aupIIa
ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. TU ACCORDANCE w/MANUFACRER'S INSTRUCTIONS tsm
9 &EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING
%DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANC@S ON DRAWINGS ARE TO •"^"•'�'°'m•^• S.S.P.CAPS-KLCC SERIES o2xnxalA BGp asFULuvr
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCDON.
i.TBS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY.ENGINEER IS NOT ELECTRICAL NOTES P..•...T.a...........a.«....,.. A. ... aAao Sax neon caxnNwlS Bva of sFSLAxT
RESPONSBLL FOR OTTER ALTERATIONS AND CONDfT10N5. a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. HPaR4L mstos.c mnx ai
j.DESIGN W COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS,2020 ENERGY CONSERVATION CODE b.ON NEW WORK BASE BID ON 200 AMP SERVICE. tie+ n".e..,a.Senw TYPICAL FRAMED OPENING wwmwvLwnFR
OF NYS,WFCM 2018&AISC/SB F7-05 <,ALL WIRING TO BE MW.14 AWG.
tl.CONVENIENCE OUTLETS TO BE 18'A.F.F.,UNLESS NOTED OTHERWISE. wmsmr lwvmwuMruAB aaXaXR
,SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE x^-•+°� -.---AT
I.ELECTWCAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. .4+wx�e.,rs aas�+.••e+r.�.a�.w RVMOu
a.PITCH GRADE AWAY FROM BUILDING. g,ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST
b.PROVIDE DRY WELLS AS REQUIRED.
COMPLY W SECT.03 02. .....fr"s.e....•.na..4°ad,,,,r....ee.,......
c.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER;ETC.SEE SECT.E3405. .,°e, T"a` cpxsuaims Sups stuWn
d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I.ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. emv
SHALL BE REPLACED AS REQUIRED. •�Bf°aO°so-�� '•" .
.ALL CURBS,SIDEWALKS.ETC.DAMAGED SHALL BE REPLACED. °^^'P'�"°""�""'I`"'r°" ATTIC EAVE AIR SEAL eusaFAp+4svT
EXCAVATION NOTES INSULATION NOTES MTwORi+R a.TTns Fav
a.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO - BOix 50Eiuora wi[4wRx oP4x2HC Fa'w MAuxr' mxnxMms aLspa assLAxs
SPECIFIED LEVELS. a.ALL EXTERIOR WALLS,ROOF OVER UNCONDITIONED SPACES SHALL BE TAB}EP<01<.t PRcSurmnv<Ioip9eAvwG V,wICS OF FaU.OATnNIwiER h LOIaLVExc svnc[Iav Lswfxaam aBe,vmx
b.ALLTOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD INSULATED.ALL INSULATION TO BE FIBERGLASS.FOIL FACE.WITH FOL ON WARM
SIDE:CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER CLASS OF MATERIAL LOAD-BSA RING _
MATERIAL NEEDED FOR BACK FRL,TO BE STOCKBE FILEDLEGAL SEPARATELY,NOT NEEDED PRESSURE ds foK 'u"'0' s sun OE sLuurR 'vI""'j
MATERIAL AND UNACCEPTABLE MATERWL70 BE LEGALLY ftFMOVFD FROM$ffE b.A.BATHROOMS
INSULATION A IC PROVIDED W WA115,FLOORS AND(FILING AROUND (Fain per aquas ac
ALL BATHROOMS AND INSULATION
MECHANICAL ROOMS. ALL t•M2v '
e.BACK FILL SHALL BE PLACED W 12'LIFTS&COMPACTED TO 95%OF M0001E0 e.PROVIDE PERIMETER INSULATION AS PER CODE AT FOUNDATION WALLS. r'N+aGea 6edraek 1]'000 NyuT'N'yEysGTMY - O
PROCTOR DENSITY. d.R-VALUES ARE SHOWN ON SECTIONS. ___vn ,y end fopatcd-k 4,000 axGirwlc TO uao < Q
e.MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON WE WARM:IN-WINTER SIDE Sandy Band and/m grovel(GW and Ge') 3,000 F IIa x�iwns AVIwTUpiAlFw
REINFORCING NOTES
OF INS.TI ALL WALLS/FLOORS/ROOFS/SECTION IN ACCORDANCE w/SECTION R322.LANE yard,Spry Sand,I�WC.G ea d alty grind aM clayey grind Brm W O:
ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE - I.PREADI INDEX
IS TO COMPLY w/SECTION R302.1D AND IS O HAVE A FLAME (3W.Sp.EiM,SC,GM and GC) 2,p00 D>n
GRADE NEW BILLET STEEL CONFORMING TO ASTM A 61 S GRACE 60 HAVING A DESIGN SPREAD INDEX NOT EXCEED 25 w/A SMOKE DEVELOPED INDEX TO EXCEED Ckn Sally day.eHy I y elY M'H ail1 and SA^dy Sot - ®1p - ,�,
STRENGTH OF 60,000 PSI.' 450.TESTING METHODS MUST COMPLY w/ASTM E84 STO OR UL 723.ALL EXPOSED GIRDER/POST/FOOTING CONN.
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3)INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL,.ML,MH and CH) 1 r
PLACED AGAINST EARTH AND 2"FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM.-TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR _
OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. -GwpFA
c.ALL BARSTO BECONTIWOU5 UNLESS SPEOFIC LENGTHS ARE SHOWN,ALL SPLICES NAILING SCHEDULE: Table Table'602X)2020 RC xumseuo TO BE FORTY(40)BAR DIAMETERS MIN, WINDOW AND DOOR NOTES Nina Thu ed,ed M does rot Inalam GIRDER TO S.S.P.COLUMN DETAIL'A'
d.WELDED WIRE FABRIC(W WF)TO BE 6•a 6•SPACES,dI0 Y 010 GAUGE WHICH SHALL nadmg kr me+ol frami g shops(See ae<ron �AR•
CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATESTRENGTH NOT LESS THAN a.ALL WINDOWS AND SOLING GLASS DOORS TO BE VIRAL CIAO WOOD WfTH. f A Aping"And rc4uiremems secdpn fx rough oPer rg frammg t'm xsgspRa wEs a1P VJ
70.000 PSI.W WF TO REPLACED AS SHOWN ON THE PLAN. F
INSULATED GLASS,SCREENS&LOCKS A$MANtIFACRIREO BY ANDERSEN OR requ4ementa). O O
e.ALL REINFORCING TO BE SECURELY FASTENED TO RES15T MOVEMENT DURING Wppp Pegs Z
APPROVED EQUAL 52E5 ANTI TYPES AS INDICATED ON PLANS-UNLESS .Al ndWg Is a general ap,6riaetbn It appri unkae od Min n,wd.
CONCRETE PLACEMENT. OWERWISENOTED. p pasi onB Q
I.
WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY - 4n F
REINFORONG BAR GRID. Joint Descripdon No.d Nds Nap Bpadr9 GBaDE
BENCHMARK,STANLEY E EQUAL.UNLESS
AND TYPES AS INDICATED ON PLANS.
FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE C NOTED. 0 0 p/e'6ALVArazED uG '
CONCRETE NOTES .. ROOF H CEILING FRAMING GIRDER TO CONCRETE PIER DETAIL IWLIS(a) G "c ALL INTERIOR DOORS TO BE 1 LEA THICK,HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL z
a ALL CONCRETE TO BE f'<."Soo PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLFARpINE. - R mLT O
-CONC.STEPS TO BE 3.500 f e @ 28 DAYS Raker ro T Pk_ oe-N - P11Dd Camnm per Rohe. p/aS6t}Gt!1/2'LONG LAG BOLR L)
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED, w¢a
c.SOIL VALUE ASSUMED AT1 TON PER SQ.FT.AT DEPTHS NOTED.SOL CONDITIONS Cete 16"ro T plate ae-Nal 03)W Coemm pa'-
TO " HnN'aVw- Q
BE VERIFIED PRIOR TO CONSTRUCTION WATER FRONT OR PROPERTIES IN CLOSE ENGINEERS NOTE-FOR ADDITIONS&ALTERATIONS ONLY .J
PROXIMT'TO BFACHH,CANAL,WATER ETC.TO PROVIDE THIS OFFICE WRH TEST CeR 9 Jabi laps over Pm+rtbn(FwcNa� p)16d Comm+ Eed LcP 0
HOLE DATA"BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALDE THIS C,yig•Jdef ro Para41 Raker(Fare-Nau� iaBe PEO]5.] ST;.A D BASE PLATES 8 CAPS RAFTERS TO RIDGE CONNECTION F
III:BOTTOM OF EXTERIOR FOOTINGS TO BE T-O'MINIMUM BELOW GRADE. tszee-ersms. F`J
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL' Cdb�Tie to.Rafter F,ce 10d Canino+ Fad Eed- '�
I.STEP FOOTINGS DOWN AS REQUIRED.MAXIMUM STEP FOOTINGS SHALL BE ONE BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE )/2 POST ANCHOR DETAIL Yuu�.ud oe. O
DRAWN:THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE- - Bloc Raker eo-Na pJ eeGmmn Ead EM ADO
NOTED.POTENTIAL PROBLEMS MO HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE / u�Fs
g.WALL FORMS L REMAIN IN PLACE W PLACE 3 DAYSS HORNM. PRAN 2 µu rasa
I.CUMCONCRETE
ARIL)SEAL ALL SLABS SHALL
GRADE WITH 2 COATS HORN GEAR SEAL L EQUAL. Rim Board ro Rafter rd-Na t6d Ummen Ead End h12 -- W
I.CONCRETE RESISrCTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXHSnNG CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING I /•� z
REQUIRED TO RESIST WINO AND CONSTRUCTION LOADS." __ REQUIRED® }I A U F,
J.MOVHDESAWEDORKEYEDANDFORMED CONTROL JOINTS FOR SLABS AND WALKS ENGWEFA.THEREFORE,ENGINEER'S LOOK FOR CLUES,FOR EXAMPLE:CRACKS.OBFERENTIAL _ CATHEDRAL CEILINGS 1 -W 'z Z ,3
ON GRADE,AT 20'-0'MAXIMUM W BOTH DIRECTIONS.. SETTLEMENT.CRUMBLING,ETC...SUGGEST THATTHE EXISTING FOUNDATION MAY BE FARING OR T Nato ro T Plate ace W 16d 2A'D.G. Pn Foar °D a IN ADDITION TO RIDGE Fa-H F-I
!j
k.PROVIDES T 20'S IN FOUNDATION WALLS AS TIONS.RED FOR FJECTWC,PLUMBING SETTLING OVER TIME THE FOUNDATION MAY NEED TO BE REPAIRED,REDONE OR REINFORCED,MICR o
MECHANICAL,ETC.COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES, WILL BE SHOWN ON THE DRAWINGS:THIS ISONE'OF MANY OF THE ENGINEER'S ROLES INA PROJECT. -Rates r»Irxer a Fa< ]t6d Canmon Ea.EM TYPICAL A6 UPLIFT STRAPPING O O
ETC. CONNECTION INSTALLATION
I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND d d o-S1. to tG O.c Fah EM 1 I ` a
SHALL BE PLACED W WALLS. AS FAR AS WE FARAMETERS OF THIS PROJECT.EVERY PRECAUTION HAS BEEN TAKEN TO INSURE ° , 2 IJ'•1 ,
m.ALLE%POSEO CONCRETE SEARS TO RECEIVE ENGINEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE.IF A CONDITION IS DISCOVERED DURING DEMOLITION,CONSTRUCTION 14id Carron, 16•oA dwg edges 4 �/ r'' v�
SCORING CR PER PLANS AND SPECIFICATIONS OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY W T d om Plate ro E Na t Carron Per 5+rd O 9 ✓�'
n.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING 50 WE CONDITION OR CONDITIONS CAN BE RECTIFIED. HURRICANE STRAP DETAIL CROSS-SECTION, 5 pU
F.OR LESS.NO CONCRETE SHALL BE CAST ON FROZEN SURFACES., eattom Plate ro Fbor Jobi,BaM Joist,Fad RT30F +mxwsuaxaEs C/� r
o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. JoaH or Bbck4g(End-nlsy) +'ad�'^'r^^ tG o.C.Foe Nd -9951bs.UPLIFT W v
PLUMBING NOTES - - W
p.ALL FOOTINGS TO BE B°OR U PROJECTION ON FACT SIDE OF FOUNDATION WALL (Sy O
MIN.(2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). a.PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Bt6d R310 ESCAPEERESCUE OPENINGS RC LS268&TMU26 1% U
a.PROVIDE MINIMUM 2'x4'KEY BETWEEN FOOTINGS AND FOUNDATION WALL. Dmkk Top Plots Sppce(Face Nab) () Fadi 51e dgp6re - r, dy W
b.P INSULATE
SHUT OFF VALVE$ON ALL SUPPLY LINES AT ALL FIXTUR65. TYPICAL LIGHT SLOPE HANGER. V
"r.CRAWL SPACE VENTS,W ACCORDANCE w/R908 ARE TO BE LOCATED WITHIN 3'-0' a PRORATE ALL TSUPPLY PROOF HOSE REFERENCE a% a.MINMIAH INSTALLATION @ 16 volt awns ¢ O
OF EACH FOUNDATION
OF THE BUILDING. .a.PROVIDE MOST PROOF HOSE N SrAS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING FOB rvuLWo.
s.ALL FOUNDATONWALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMFRICAN STANDARD,KOHLER OR APPROVED EQUAL,' O.7 SQ.EAREA azeaFxr,xcEBpsnTeslepa Sze n In
Z
5.7 EPT Off.N(SEE l/j
CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. - EXCEPTION Z z
t.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO e?d Cnmm, pa'-
e.ALL WOOD SILLS.BLOOMS.,NPJlFAS,ET:.IN CONTACT WITH MASONRY,CONCRETE OR - COMPLY W/DRAINAGE
N b.XIGHT 24 OPENING TYPICAL UPLIFT CONNECTION p �
S
OIL TO BE ACM.TEATEO). g.WATER&DRAINAGE RILUNG NNOTHING ACCORDANCE I/ . "i Bd Gammm Ead E. HEIGHT F F A,
O.PROVIOPAWM.TF,JOISTS
SH HANGERS
SILL RAIN AROUNCTORSTPERIMETER. P26032."E OTECTRIWN AGAINST
PHYSICAL
DAMAGE
IN ACCORDANCE w/ .MINIMUM OPENING (OR OPENINGS)
a ALL NABS,BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE MOT-0IPPFD P2603,2.FIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION 6 TO BE IS Bled' ro Jdst ee- Be Camnm Ead End TV.PICAL RT76T . WIDTH
MAXIMUM SM INSTALLATION a
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1&P2603.3.SEE P2603.4&P2603.5 FOR PUIES 16d gad gy,� TRUSS/RAFTER TO DOUBLE li IGHT OF 44° @1GAofc N (.)
d.ALL JOISTS,RAFTERS HEADERS&GIRDERS SHALL BE DOUG FIR Tb B50 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. e.MUST BE ...% TYPICAL LSTA24 W O�
STUDS TO BE MIN:HEM FW f-b 850 PSI. h.PIPE PENETRATONSTHROUGH FOUNDATION WALLS ARE TO BE COVERED w/A I< er Slrl to Bean Face-NaA 1Gd Commm Ead Jaiar PLATE INSTALLATION @ 16"o/c OPERABLE STA2s w Q
ALL SHEATHING SHALL BE 1/2'DOUGLAS FIR EXTERIOR GRADE PLYWOOD,NAILED 6d SLEEVE 2 PINE SIZES GREATER THAN THE PIPE PASSING THROUGH R,IN WITHOUT KEYS OR U
u a`K y+ t t/a•.2a
@ 6'O.C.2INMIUOR&INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. Jelst er p)ee Comm+ Pn Je'xt GIRDER TO CONCRETE PIER DETAIL TOOLS
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. I.PINE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES,EXCEPT }O 4
f.ALL SUB FLOORSTO BE 3/4°PLYWOOD NAKED WITH TWIST VIALS @ 6°'O.C. LEAD PIPE IS NOT TO BE USED,PIPE MATERIALS ARE TO COMPLY w/SECT.P2609, 16d Comrw per Joist
9.ALL WALLCORNEM TO BE MIN.3 STUDS NAILED 16d-12'D.C. J.WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF BaidANCHOR BOLT DETAIL �nuav .Bg �.saawa,a -
h.HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION M.THERE SHALL BE AT LEAST TWO OPENINGS 1 Mndmlhla ai 16d Cwwron Per F,e» lx B J
JOISTS UNDER PARTITIONS BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED,ONE WITHIN I FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN I FOOT TYPICAL UPHD8 INSTALLATION �•y
UNSUPPORTED EDGES OF PLYWOOD. OF T E FLOOR FOR COMBINED USE OF WDOORAND OUTDOOR AIR.SIZE OF VENTS Woad s rum,al Panels,subfloor,roof and bltericr-11 sheathing to ANCHOR BOLT-TO-PLATE
L ALL CAP PLATS TO BE DOUBLED&NAILED WITH 16d @ 1,2'OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPEOFICATONS. , ffaming and particleboard wall sheathing to framing. q DFNFl.GEB4®eOrtOM oF�
CORNER. -TO-STUD CONNECTION srvps.mAoonrorvro
J.HEAOERSOVERDOORS AND WINDOWS UP TO 3'-0'WIDE TO BE(2)2x6 FOR OPENINGS See Table R002.3(3)for Wood structural panel exterior sheathing SHEAR WALLS ONLY- ORs�wutsxuOss
3'-0-TO S'-0•USE(2)2x8,UNLESS OTHERWISE NOTED.. to wall framing THE CONSTRUCTION TYPE DESIGNATION SHALL BE°I°,°II", •Twsaortou opcRwaEs
k.FOR HEADERS OVER S'-0"LONG USE DOUBLE JACK STUDS. Ruaax GBaaE,ssc1 °0°°N°OR°V°TO INDICATES WE,ONSTRUCTION
I.MW.BEARING FOR JOISTS,BEAMS&STUDS TO BE 3 1/2'. Table R602.3(3). es e) wtt CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602
C,_'n OF THE BCNrS FLOOR TO FLOOR CONNECTION
m PROVIDE SCUD BRIDGING MAX.RAFTERS
O.C.IN ALL STATE
&LOCAL
CODES.
(1 - ReWiInments for Wood SLructunl Panel 3/B'-1/1' y
a-S'ABOVE
ATTIC
BEAMS AT RAFTERS AS PER STATE&LOCAL CODES.(16'0/<,@ Wa05heathin used to Resist Wind aFFwnasaaR aLesteA
9'-5'ABOVE ATTIC FL00R)OR 1/3RD WAY DOWN FROM RIDGE g � TYP.CONNECTION FOR TWO z
a.ROOF FRAMING I$DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Pressure9 L9/d2'-1' Bd Com,ian 6'ac 17 oc. O2
STORVAPPLICATIONS I
1 VB'-1 V4' Ga., v'oa REFLECT umsxTwri wus6eGu-.-
2018 W.F.C.M. Mlnlmum' Mlnlmum _ '
- p/snMlcAxaaRamiassroc
p.PARALLAM,MICROLIAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACURED' Wood N..I-1 Madman 104 - - - VE WHITE m - >
BY TR CORP.OR APPROVED EQUAL S[rumunl' Panel Wall Other-9 sheathing rvE(N so wOTH TM W
9.MATERIAL FOR STRDCTURAL MEMBERS IS TO BE IDENMED W ACCORDANCE w/R502.1 Strurnra fuaic Fbad Aer 1 V7 Gab Red REFLECTIVE RED
MATERIAL FOR LOAD BRG.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thickness Spacing as 3'ea '6'oc -
ACCORDANCE./MOZ.1. ." Minimum Nail Rating (Indies) (inches) Panel Nail5pacing_ Ultimate Deslgn Wind Speedlmohl BheaMJng Nad. PANTONE#187 +p sa
r.STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS 2S/37 Shumurcl Cepusk Fiberboard 3'a- -Roofing STUD TO FOUNDATION CONNECTION „ R
OF THE LIMITATIONS SPECIFIED IN FIG.RS02.8.CUTS,NOTCHES,AND HOLES GORED IN -_ Wind exposure ate a d 9'et 6-oa
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS WE EFFECTS OF SUCH Edges Fleld svxvsOTHss2P alw x DESIGNATION FOR STRUCTJAL COMPONENTS - o
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN VT Gypsum WalGord I V4 5rrews T ac- T cc tx•uw:On siuosuREACE - THAT ARE OF TRUSS TYPE CONSTRUCTION TTHUL Upma PG1B11AT0N II W
ACCORDANCE w/R502.0.2.STUD DRIWNG&NOTCHING ARE ALSO TO COMPLY w/ gixe Penetration(in) incheso.c.)0nches o.c.1c,� B C D - 'HaDOWNW/s/e•ITIIREADm ROD II O N
64 Common 1.5 2d/0 3 8 'I 16 6 12 160 115 110 TYPICAL LSTA36 4)
R60A6.(SEE DETAIL) 3/B'Gypsum Wal6oard 1 SB Screvs T oa T oA : Q 3 N
s.A GAPDANCEw/NOTALOWPA.3,REQUIREDGUARDSFOR HPNOWdLS ARE TO Btl Common_].7g 2d/16 7/I6 16 6 12 l 170 14D 135 (OR EQUIVALENT) C FLOOR FRAMING,INCLUDING m U1
HAVE GAPS THAT DID
U.BE ALLOW PASSAGE R A K,UNLESS _ 24 6 12 _ 14g 335 110 Wood structural panels eombinaNan subPaor 1/° °F" GIRDERS AND BEAMS Ily BEE• N t+��•
1.STAIR TREADS SHALL BE 1 1/4"-(HICK CLEAR OAK,UNLESS NOTED, G'Pa 1T a<. BEouBeO
u.INTEFJ R TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED, 3/4'or Less Gd Cemmm wRwsiaA
WALL&CFJUNG FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT 6°DIAMETER STROKEHit' 1RCCRANnRQQFERA IV 11 T FwsxFw+ Z G o m
GREATER THAN 2DO IN ACCORDANCE w/N302.9A,&A SMOKE DEVELOPED INDEX rren v.oAtnwewtw•oHx aF roiaareW romo•Gspa..Y 7/B'-T gd�m,n, G'oc t7 AA. pNsiex<,uor<q lnT�ea•pe U 76' d ❑ C 6 m
NOTGREATERTHAN 450,IN ACCORDANCE./R302.9.A.TESTINGMETHODSMUSi rww�r sa¢ssw xmU wsisu1M25 wN♦i LausaxaHc4xna LD<TeC SLvvn mmsaemvTS wex¢xuw NssALEH Be
COMPLY w/R302.9.3 1 VB'•1 V4' 1Dd Comm G'ac IT AA sps e.•Lm"a w.t 1asFLssax4ur.F rxuTL as muesp N pwc. w U ❑ ❑ U
w.ALL CLOSET SHELVES TO BE CLEAR FINE UNLESS OTHERWISE NOTED. loro-cenelNG V.LLUE 65ab y0 1 �s'/ TRUSS SIGNAGEm RE IF ENGINEERED WOOD ON PLANS
x.MGM I°WOOD CLOTHES ROD IN ALL CLOSETS. taro 2pW acres ca,- Far woad strv-1w,Ar-Fehm+Nng mtaclredro 9abb err rmF&a gAndro Q FLOOR TO FLOOR CONNECTION SCALE:
Y.
CERAMIC TILE SURFACES&INSTALATON ARE TO COMPLY w/R702.4,OTHER rm..rniard ynfmry amwan Merl supports wtd'm 49 hdn d roof Ad9eA and ridjes,tnls sMp b<spaced nEDGIBep FOB wLo--r 1�4+'-1
FINISHES TO COMPLY W R702.5,&R702.6. Mary v ll v v et 61rchn on summer wfiere the uK-desiyl w.M Speed b ke5 than 130 mph and
a.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO WE ATTENTION OF THEshop be S d 4 Ares on center where the WYknate do wi,d e d b 130 m ppnONFLx.esB prINx 1.0
ENGINEER BEFORE OIANGES ARE MADE TO THE STRUCTURE ON SITE. -a- a3 v v v Ppcp * ,aa Ph or NW'ODpg+W-E
greater lad less than MO mph uus r10 OS i/
d,L.li.avrwwopre he+ex%rA lnbwmrvere nmmy eue ovmi.Bq r t
ROOFING/SIDING NOTES 2�, sh n RAFTER TO DOUBLE TOP PLATE DETAIL TYPICAL STUD PLATE TIE SERIES-SP4 FLOOR TO FLOOR CONNECTION rr '.
a.ROOF COVERING MATERIALSARETO COMFLY w/SECnONSR902,RgO4,&R905 MO a's1O's' a2 INSTALLATION @ 16"O.C. -.T
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARETO BE FOR Nxllma PaOP (CANTILEVER CONDITIONS) CLEuis n00&
INSTALLED IN ACCORDANCE w/R903.4.DRAWINGS AND DETAILS TO BE SUBMITTED, s'eeF P°rA°-6M vosed nanny 1/2 YO DOUBLE LVL 9FhFF55pN��'
b.ASPHALT SHINGLEUNDER-LAYMENTISTO COMPLY w/SECTION RSD5.2.3.SELF SEAL Mwr 9 M v PAFIFLSRRU55 INSTALLATION @ 16°0/G TYPICAL LSTA
STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4&R905.2.5.DETAILS OF FAS'IFNER5:10.10mt1 1/2 Eaatau mo wNL n s•O.O xo ova"seS ma. DWG.NAME:
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES s%_ f2 32 T t6 TP TYPICAL KST237 B s t/jmxa•
OF 4/12.DOUBLE UNDER-LAYMENT IS FEQ'D.IN ACCORDANCE w/R905.2.7.THE MOD �/16" _ DETAILS
UNDER-LAYMENT IS TO CONFORM./ASTMO226,D 1970.D4869,AND D6757,AND IF +t/a.za b1 uH¢r xa w _
APPUCABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE./TABLE R905.1.1(I I Fw&t Inx a ads mA t v°ad pr.y°-.kx=o.o4T ova DOUBLE �SiwG 2va Su Tx
c.FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP RATE FRpvDE azmxwc ''"" & NOTES
UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED w+"^^^"°^�°e"Un'xu Me,"e do wg'e wyrn.d.a4dv
BITUMEN SHEET,IS TO BE USED&IS TO EXTEND FROM THE EAVE'SEDGE TO 24'MIN, a bar pomN ll+"d"'""L'ercon°rrrao.y we.V wmuNa4F05FD ua ooueU sGP
INSIDE THE EXTERIOR WALL UNE OF THE BUMING IN ACCORDANCE w/R905.2.7.& FLOOR-TO-FLOOR
R905.1.2. b 1....... INSTALLATION @ 16°o/G DWG.NO.:
d.FLASHING MATERIALS ARE TO BE CORROSION-PESISTMT AND INSTALLED IN -'lY�fU-
ACCORDANCE w/R703.8,R903.2,&R905.2.8. Z.STUD WALL 0 16• sr
e.HOUSE WRAP MATERIAL OR BUILDING FELT&ITS INSTALLATION ARE TO COMPLY./ A 1
R703.2 O.C.0 Bmv 2XemowALLet6.O<_ FAcxb'Tu0
TYPICAL HI6 •1470 lbs.UPLIFT ��� WALL TO CRIPPLE WALL CONNECTION
I.WEATHERRESISTANT SNINGATTAOHMEM AND MM.THICKNESS ARE TO COMPLY w/ jDttiei�Rl-
R703.3.2. TRUSS/RAFTER TO DOUBLE
PLATE INSTALLATION PAGE 2 OF 2