HomeMy WebLinkAbout50096-Z e r TOWN OF SOUTHOLD
� � rr BUILDING DEPARTMENT
x TOWN CLERK'S OFFICE
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#: 50096 Date: 12/6/2023
Permission is hereby granted to:
Ostroski, Zachary
43900 Route 25
Peconic, NY 11958
To: legalize "as built" interior structural alterations to existing single-family dwelling as
applied for. Additional certification may be required.
At premises located at:
43900 Route 25 Peconic
SCTM # 473889
Sec/Block/Lot# 75.-6-5
Pursuant to application dated 11/15/2023 and approved by the Building Inspector.
To expire on 6/6/2025
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $500.00
CO-ALTERATION TO DWELLING $100.00
Total: $600.00
Building Inspector
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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 litt s://ww .sotitli,oldto sNvn . , v
Date Received
PERMITAPPLICATION FOR BUILDING
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For Office Use Only
PERMIT NO. Building inspector, �
Applications and forms must be filled out in their entirety. Incomplete N n
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:11-11-23
OWNER(S)OF PROPERTY:
Name:Zachary Ostroski SCTM#1000-075-06-005
Project Address:43900 Route 25 - Peconic NY 11958
Phone#:631-992-0680 Emall:zostroski@gmail.com
Mailing Address:43900 Route 25 - PeconiC NY 11958
CONTACT PERSON:
Name:Timothy Cloughen
Mailing Address:3 Manorview Way Manorville NY 11949
Phone#:631-255-7845 Email:tm.cloughen@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jeff A. Zahn Architect A.I.A.
Mailing Address:215 Roanoke Ave - Riverhead NY 11901
Phone#:631-727-0644 Email:jazcad@msn.com
CONTRACTOR INFORMATION:
Name:.
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Maintain existing interior Alteration 464 sf $
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? �EO]Yes *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
AC this property? ❑Yes ONo IF YES, PROVIDE A COPY.
® "he(:Ic Box After,Its!adinig: 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.
Application Submitted By(print name):Zachary Ostroski ❑Autholrixed Agent @Owner
Signature of Applicant: G�� Bate:
CONNIE D. BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14, 2—C)a
I
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Owner
(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 II^^ n
NAllay of �'w,f�� ,20,ja !h� C
Notary Public
PROPER"!Y NE i °°Illi°°l�llllil IIII °°I°'lllK"
(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
BEARINGS SHOWN HEREON ARE BASED
- ON LIBER 12924 PAGE 222
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GUARANTEED
T11LE NUMBER: 797-05338-LLS-S
ZACHARY J. OSTROSKI AND BRIDGET A. OSTROSKI
LINCOLN ACES. LLC
( IN FEET ) FIRST AMERICAN TITLE SNSURANCE COMPANY
1 inch = 20 ft. FINANCE OF AMERICA MORTGAGE LLC, ISAOA
ALICESURVEY OF PROPERTY
land n d s u ry e i n SITUATE
_ surveying PECONIC, TOWN OF SOUTHOLD
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DATE SURVEYED:07/02/2021 JOB No.S21-2024 1000-075.00-06.00-005.000
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TABLE 3.1
FASTENER SCHEDULE FOR STUCTURAL MEMBERS FRAMING NOTES:
JOiNT PISCRiPTiON NUMBER AND TYPE OF NAIL SPACING
FASTENER
ROOF FRAMINGSIMPSON LSTA 30-10GA.
1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR- LARCH STRUCTURAL 2X5 RR 9 16"O.G. RIDGE STRAPS AT EA.
Raftrr to Top Plate(Tor-nailyd) 3 8d per rafter GRADE NO.2 OR BETTER. RAFTER.
Crillne Joist to Top Plat-(Tor-nail-d) 3 8d per joist 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CCA TREATED LUMBER.
Ceiling Joist to Parall-I Rafter(Facr-nailyd) 4 161 each Ian 3. ALL SHEATHING TO BE AP.A.RATED,EXPOSURE 1, 1/2" MIN.THICKNESS. PERIMETER OR
Crlling Joist Laps over Partitions(Facr-nail-d) 4-16d ea;h Ian PANELS AT EDGE OF ROOF& WALL CORNERS TO BE NAILED 9 4"O.C. ALONG EDGES TYP.ROOFING / \ nn 2 0 0M�n 0 0
/ \ NJ��� Q ZQWUVfl QoDoQo
Collar Tir to Raftrr(Facrnailyd) 48d per tie & 6"O.C. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. 1" MIN,AIR SPACE 2"x4"COLLAR TIES AT 16" / \ QQ(CG]YTE CCT
Blocking to Raftrr(Tor-nail-d) 2 8d each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS 9 0'-0" MAX. SPACING. ABOVE INSUL. O.C. 1/3" DOWN BETWEEN / \
Rim Board to Raftrr(End-nailrd) z-161 ea h end 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS & PARALLEL PARTITIONS. RIDGE AND CEILING JOISTS.
WALL FRAMING 6. ALL FLUSH WD.CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL 216 ROOANOOKE AMENUE
CONNECTORS BY SIMPSON OR (EQUAL.) ROWEG�HEADD, Mil 112001
Top Plate to Top Plate(Facr-nailyd) 2-161 ' per toot
Top Plate at lntrrsrction5(Tor-nailyd) Z-160 joint-each side _ _ _ - - _ 6311°727°0546
Stud to Stud(Facr-nailyd) 16d 24' O.C. + + + +�
Head r to Hrad-r(Facr-nailrd) 2-161 16"o.c.along edges GLAZING NOTES: L+ + +-+J
LAG BOLT NAILER W/ (2) ���n ❑
ito Top Plat-(Tor-nailyd) 2-161 prr 2x4 stud 3/8"0 x 4 1/2" BL�
BOLTS 9 32"O.C.
3161 prr 2x6 stud
4-161 prr 2x8 stud WINDOWS / SL.GL. DOORS AS MANUF. BY MARVIN,INTEGRITY W/
INSUL.GLASS,IMPACT RESISTANT& DESIGN PRESSURE RATED _ TECO EA.R.R.TO 2"x8" NAILER � ED A/?
Bottom Platr to Floor Joist,Bandjoist,Endjotot or Blocking(Facr-nail-d) 2-161 12 prr foot AS REQ'D BY CODE OR USE: STRUCTURAL PANELS FOR STORM
FLOOR FRAMING PROTECTION-
PROVIDE PRECUT, PREDRILLED PLYWOOD,7/16"THICK. TYP. EXT.
Joist to Sill,Top Platr or Girder(Tor-nailyd) 48d p-r joist INCLUDE ATTACHMENT HARDWARE: 21/2"NO.0 WD. WALL (2"x4"IN
Brldging to Joist(To--nailyd) 2-8d rach end SCREWS 9 16"O.C.F/ SPANS UP TO 6 FEET, AND 9 ATTIC SPACES)
Blocking to Joist(Tor-nailyd) 2-8d rach end 12"O.C. F/ SPANS BETWEEN 6&0 FEET.
Blocking to Sill or Top Plat-(Toe-nailyd) 3-164 rach block BUILDER TO VERIFY &CONFORM TO ALL REQUIREMENTS.REVIEW
Lrdg-r Strip to Bram(Facr-nailyd) 3-16d rach joist OPTIONS WITH OWNER. �,; �, � ��� r€�
Joist on Lrdgrr to Bram(Tor-nailyd) I5 8d prr joist
> OPTION: PROV.1"x4" PICTURE-FRAME TRIM ALUM.CLAD TO ATTACH STRUCT.
Band Joist to Joist(End-nailyd 3 16o per foist / )�
Band Joist to SIII or Top Plat:r(Tor-nail-d) 2 161 p:r joist PANELS. PREDRILL HOLES F/HARDWARE, PROV. PLASTIC INSERTS TO PROTECT . '
ROOF SHEATHING FROM WEATHER,ETC. (VERIFY DETAILS) -
Structural Pan-15 8d 6"rdgr/6"field MAINTAIN 1"CLEAR
Diagonal Board Sheathing CLIMATIC&GEOGRAPHIC DE51GN CRITERIA: FOR VENTILATION
114x6"or 1"x8" 2-8d prr support
1"x10"or wid-r 3 Sd prr supportNOTCH /
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CEILING SHEATHING SHEATHING TA�ST
Gypsum Wallboard I 5d eoolrrs 7"rdgr/10"field - - - - - - - - = 2- SIMPSON"H2"CONNECTORS 11-10-23155UED FOP, PERMiT
WALL SHEATHING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME 9 16" O.C. (ONE EACH SIDE)
Structural raw-lo 8d 6"rdgr/12"flrld CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS. (2001 EDITION) - - - - -
Flbrrt,oard Pan-15 I 2"x6"G.J.
7/16" 6d 3"rdgr/6"field R-30 UNSUL.
25/32" 8d 3"rdgr/6"flrld
GROUND SNOW LOAD 20 PSF TYP. ROOF TIES
Gypsum Wallboard 5d coolers 7"rdgr/10"firldSIMPSON"H7"
Hardboard 8d 6"rdgr/12"fired WIND SPEED : SOUTHOLD 130 MPH (3 SECOND GUST) CONNECTORS
Particleboard Panr15 8d 6"rdgr/12"fir 14 WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) UON
Diagonal Board Sheathing
1"x6"or 1"x8° 2-8d prr support SEISMIC DESIGN CATEGORY C
1"x10"or wid r 3 81 per Support
WEATHERING AREA SEVERE
FLOOR SHEATHING
Structural Pani-15 ICE SHIELD YES
1"or Ir55 8d 6"rdgr/12"field FROST LINE DEPTH 3'-0"
gr-atrr than 1" 101 6"rdgr/12"field
Diagonal Board Sheathing TERMITE AREA MODERATE TO HEAVY
1"x6"or 1"x8" 2-8d prr support DECAY AREA SLIGHT TO MODERATE
1"x1o"or wid-r 2-8d prr support
ROOF SHEATHING I I WINTER DESIGN TEMP II
Galy.5t1.,mm.12,31.Shank w/a min.3k9"dia.head.fastener Shall penetrate through the roofing materials and a
Asphalt roof shingles min,of 3/4"into roof Sheathing and Shall roofing manufacturer and provide no less than 4 fa5tener5 per 5tnp
Shingle.
DOUBLE PLATE
L Nailing requirements are based on wall 5heatning nailed 6"on center at the panel edge.If wall Sheathing 15 nailed 3"on center at the panel edge to CODE REFERENCE NOTES:
obtain hi&,-r 51-ear capncivc5,nailing requirements for Structural members shall be doubled,or alternate connectors,Such a5 5hear plates Shall be
used to maintain the load path.
2. Nailing requirements are based on wall 5heat1hing nailed 6"on center at the panel edge.if wall 5heathing 15 nailed 3"on center at the pare)edge to
obtain higher Shear capacities,naihng reauirement5 for Structural members Shall be doubled,or alternate connectors,Such a5 5hea,plates 5ha11 be
used to maintain the load pith. R300 Glazing at hazardous locations Shall have glazing protection in conformance with r300. In general,glazing in all C,
+~ doors and fixed Side panels,Glazin05 le55 than 60"above surfaces of tubs 5hower5,etc. Glazing within 24"arc of NOT USED HEADER
doors in closed position with sills less than 60"above floor.Glazirl over 9 square feet and lc55 than 10"above
finished floor.Glazing near stairways/landings. See complete text of 8308.4.Glazing for specifics on locations and o z FULL HEIGHT
NOTE:ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF exceptions. STUD
THE TOWN OF TOWN OF SOUTHOLD BUILDING DEPARTMENT AND THE FOLLOWING:
THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK
8300.6 Skylights and Sloped glazing shall comply with this section and have fully tempered glazing. JACK STUD - HEADER TO STUD:
�
STATE R509 Garage opening protection and separation required to be a5 noted BY SIMPSON L5TA21 and in conformance with R309.Garage 1 1/4"X 10 GAUGE CONNECTOR W/ 16-101
floor surfaces Shall be Sloped to facilitate the movement of liquids to drain toward the main vehicle entry doorway.
ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE 7-10 TYP.FLOOR STEEL COILED STRAP FASTENERS
R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet.24" JOIST NO.C515 BY SIMPSON
CODE COMPLIANCE: minimum clear opening height,20"minimum clear opening width,44"max still height. UNDER JOIST (12"END
THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ALL LENGTH)16"O.C. WINDOW SILL
DETAILS AND INFORMATION HEREIN 15 CERTIFIED BY THE LISTED DESIGN FKo FE55IONAL AND IN FINAL,INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED iN FULL CONFORMANCE WITH THIER PLATE
COMPLIANCE WITH THE FOLLOWING: RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT RESPONSIBLE FOR THESE INSTALLATIONS. Y)
\� BOX BEAM MATCH FJ SIMPSON"HDU5" UPLIFT J
1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES R314 Stalrway5 shall not be less than 36 inches in clear width at all points above the permitted handrail height and CONNECTOR W/5/0" DIA.
2. 2020 NYS UNIFORM CODE SUPPLEMENT below the required headroom heighdrails t.Hanshall not project more than 4.5 inches on either 5ideof the stairway TYPICAL AT CORNERS Q
3. 2020 ECC and the minimum clear width of the stairway at and below the handrail height, including treads and landings,shall not OF BUILDING AND AT H-
4. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-10 ENDS OF SHEARWALLS. W
5. WOOD FRAME CONSTRUCTION MANUAL 2010 EDITION FOR ONE AND TWO STORY FAMILY be less than 31.5 inches where a handrail is installed on one side and 27 inches where handrails are provided on both W O
DWELLINGS sides.The maximum riser height shall be 0.25 and the minimum tread depth Shall be 9 In conformance with R314.2. �
Minimum headroom 6-0.All stairs shall be provided with illumination in accordance with Section 8303.4. Enclosed B OM PLATE O
acce55ible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side W '�
THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE REQUIREMENTS OF THESE
DOCUMENTS. with 112-inch gypsum board. W Z4E- o� (/)
8315.1 Handrails having a minimum and maximum heights of 34 inches and 30 inches, respectively,measured vertically W
MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PERFORMANCE DATA ►-+ (-
from the nosing of the treads shall be provided on at least one side of stairways. All required handrails shall be U2 .-1
AND MANUFACTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND continuous the full length of the stairs with two Or more risers from a point directly above the top riser of a flight O W --+ 0
REASONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTINGE� Z
to a point directly above the lowest riser of the flight.Ends shall be returned or shall terminate in newel posts or �
PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RESULTS,ETC. safety terminals.Handrails adjacent to a wall Shall have a 5pce of not less than 1.5 inches (351 between the wall �D
and the handrail.The handgrip portion of handrails Shall have a circular cross section of 1-1/4 inches minimum to 2-5/5 E- O
ine
chs maximum.Edge radius of 1/5". O W
GENERAL NOTES:
Q: O
8316.1 Guards are to be a minimum of 36 inches (914mm) in height. Open sides of stairs with a total rise of more W O O --i
than 30 inches above the floor or grade below shall have guards (each side) not IC55 than 34 inches in height
measured vertically from the nosing of the treads. (Second Story guards are recommended to be higher.) �, W W
1. All electric work shall comply with the National Electrics Code. Electrician shall obtain fire underwriters certificate E- Q" _
8317.1 Single and multiple-station smoke alarms shall be installed in each sleeping room,outside of each separate O
for all electric work and shall submit to owner. Provide all outlets and junction boxes required for all appliances, � �--, U
pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets,fixtures, phone jacks,T.V. Sleeping area in the immediate vicinity of the bedroom,on each additional story of the dwelling, including basements. d
cable jacks,etc.with owner as required for the full installation and satisfaction of owners requirements and code The alarm devices shall be interconnected in such a manner that the activation of one alarm will activate all of the
compliance and shall provide same. Architect i5 not re5pon5ible for electrical designs for this project in any capacity. alarms in the individual unit.The alarm Shall be clearly audible in all bedrooms over backround noise levels with all TYP.FNP.TIES:
intervening doors closed. All Smoke alarms shall be listed and installed in accordance with the provisions of this code SIMPSON"HDU5" W
2. All plumbing work shall comply with the National Plumbing Code and all local codes.Contractor shall review with the CONNECTOR W/ 2 5/0" TYP.FNP.TIES: S-
and the household flrewarning equipment provisions of NFPA72. ( )
owner the requirements for plumbing installations including but not limited to fixtures,trim,accessories,etc.and DIA.THRU BOLTS. SIMPSON"HDU5"CONNECTOR �
requirements for water service and domestic hot water. Architect is not re5pon5ible for any plumbing systems in TYPICAL AT CORNERS W/ (2) 5/8" DIA.THRU BOLTS.
8319.1.2 Wall and ceiling finishes not including trim,door,and window frames Shall have aflame-spread classification ( (�
any capacity.Contractor shall provide sanitary System in accordance with the owners approved site plan and shall OF BUILDING AND AT (TYPICAL AT CORNERS OF
coordinate all ins ection5 required for approval of Same. And surveys indicatin final tank locations shall be b of not greater than der Wall and ceiling finishes shall have a smoke-developed index of not greater than 450.
� q pp g y ENDS OF SHEARWALLS BUILDING AND AT ENDS OF �
8322. A vapor retarder shall be installed on the warm-in-winter side of insulation. )
owners surveyor.Contractor shall provide Surveyor with information a5 required. asoSHEARWALLS)
81001.1 Mnry chihall be reinforced as iin thihaptd o �
3. All HY.A.C.work Shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention and Building Code and Energy mneys se consruc ,anchored,Supported,anorcerequred s chapter an
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the applicable provisions of Chapters earances to combusbles an
3,4,and 6 with applicable cltid fiing. i Go
Code.Contractor shall review all mechanical systems with owner for type of System to be provided (LE.oil,gas,or restopp
electric hot water or air,etc.) including air conditioning requirements. Architect is not re5pon5ible for heating or air
8007.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have EXISTING EXISTING
conditioning eyete;ms in any capacity. o
4. Owner Shall obtain any and all required permits prior to allowing contractors to proceed with any of the work. a vertical height of 30 inches or greater.The rough-framed operinh Shall not be lc55 than 22 inches by 30 inches and FLOOR JOIST FLOOR JOIST
shall be located in a hallway or other readily acce55ible location. A,30-inch minimum unobstructed headroom in the
5. All site work including sanitary system,utilities,easements.setbacks,elevations, drainage, retaining walls,etc. � 23- 040
Shall be in accordance with a Site plan prepared by the owners surveyor.The Architect is not re5pon5ible for site attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access 11/4"X 15 GAUGE 11/4"X 10 GAUGE
requirements where mechanical equipment is located in attic.
de5ign5 of any type in any capacity. STEEL COILED STRAP STEEL COILED STRA
6. All work Shall be performed by licensed contractors whom are experienced with the type of work being performed. WRAPPED UNDER SILL WRAPPED UNDER SILL
All contractors shall maintain liability insurance and workers compensation insurance in connection with all work being
8500.1 Combustible insulation Shall be Separated minimum of minimuof 3 inches from rece55ed lighting fixtures, fan motors, AND OVER EACH STUD AND OVER EACH STUD C - 2 3- 040
and other heat-producing devices or separated in accordance with the conditions Stipulated in the fixtures listing. � CAD FOLE-o
performed in project. PE�-I � , "'�}°ng installed in the building thermal envelope Shall meet the requirements of Section N1101.3. I W/12' MIN.C510 BY W/ 12" MIN.6515 BY
7. All materials,systems,equipment,fixtures,etc.Shall be installed in strict compliance with the manufacturers DESIGN LOADS: SIMPSON SIMPSON
written 5pecification5 and installation in5truction5 including all clearances for Service,etc.
0. All contractors shall warrant their work in writing to the owner for a minimum period of two years.
9. The Architect Shall not have control or charge of and Shall not be re5pon5ible for construction means,methods, K-30 W/ APORR-30 W/VAPOR
techniques,sequf;nces,or procedures,or for safety programs in connection with the work or for acts or omissions LiVE DEAD BARRI S ::o',,',ol,Ed. n z DAR RIOR5
of the contractor',5ubcontractor5 or any person performing any of the work,or for the failure of any of them t0 rI
carry out the work in accordance with the intent of the contract documentsp in that Said res on5ibilty i5 the Sole 20 10 ROOF: SNOW LOAD: FO DATION J GRADE FOUNDATION J GRADE Al re5pon5ibility of the contractor. PER:12 PiTCH W LWALL
10. All exterior doors, roofing 5hingle5,trim,Siding,etc.Shall be reviewed and approved by owner. 40 10 DECKS/ PORCHES a,
11.All interior fini5he5 including but not invited to walls, flooring,tile,etc.Shall be reviewed with and approved by 40 10 FICTH FINAL GRADE PICTH FINAL GRADE
owner. A AWAY FROM WALL TYP. AWAY FROM WALL TYP.
12.All mi5cella11eou5 interior items inclLding but not limited to doors,trim, fireplaces. closet Shelving,kitchen 30 10 SLEEPING ROOMS
cabinets,Shelving. hardware,etc.Shall be reviewed with and approved by owner.
13.Where exi5tinC, walls,poste etc.are removed it i5 the re5pon5ibility of the contractor to provide temporary 20 10 ATTiC WiTH STORAGE
Support,Shoring, )racing,etc. a5 required. 10 10 ATTiC WiTHOUT STORAGE
45'-0"
36-21/2"
30-21/2" 5'-91/2"
- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEGENDEX. WIND EX. WIND EX. WIND
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36'-21/2"
8'-91/2"
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POST FROM EXIST.
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30"X 30"x 12"
CONC FOOTING
T.O. WALL 2ND 0 J
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ATT1C O.C. ATTIC SECOND FLOOR � E—
ATTIC
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w CO w ROOF EX. SHI EXTERIOR PLYWD.
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PERPENDICULAR B ROOM FAMILY EX. 1/2"GYP. BD. w 0
BETWEEN EX.JOIST U) 0
15T FLOOR. A2 W Q J
CL. CL. - '- E-' m
EX.2x 8 FJ I — ' ' _ _ _ FIRST FLOOR
EX. 2x8 FJ 916"O.C. EX.2x8 FJ 916"O.C. 01 - 011
NEW 4" STL COLUMN i— EX.FNP GRADE a
STAIRS PER WALL R 22 INSUL. EXISTING (3) 2X10 GIRDER -21 - 011
NY513G EPDXY 12"#4 RESAR C� I TO REMAIN
12"O.C. MIN 4"
ATTIC ATTIC EMBEDMENT UNFINISHED
BASMENT � pl�0o JCC�C`� #0 2 3- 04 O
24��X 30' x 12
I � EX.8"CMU WALL RO REMAIN
GONG FOOTING
I NEW COL.
EX. ROOF I I I
� e e CAD I;=�LCa 23- 040
LI-- - - - - - - - - - - - - - - - - - - - - - — — — — - - - - - - - - - - - - - - - - - _ _ BASEMENT
a- n —8' - 1 11
#4 RESAR EACH /� 2
3 SECOND FLOOR WAY
GECTION AT lLL
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