HomeMy WebLinkAbout47488-Z g�fF04tre TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
H z
% • 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#: 47488 Date: 2/24/2022
Permission is hereby granted to:
Borkowski, Joan
PO BOX 122
New Suffolk, NY 11966
To: construct unconditioned accessory garage as applied for.
At premises located at:
4520 New Suffolk Rd., New Suffolk S Shay" VD/O
SCTM #473889 q P?.r J J
Sec/Block/Lot# 110.-8-28.1
Pursuant to application dated 1/18/2022 and approved by the Building Inspector.
To expire on 8/2612023.
Fees:
ACCESSORY $485.60
CO-ACCESSORY BUILDING $50.00
Total: $535.60
Build g Inspector
OF SOGTyo<o
# # ° TOWN OF SOUTHOLD-BUILDING DEPT.,.
631-765-1802
q�qsl 'INSPECTION
[ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION' f ] FIRE'RESISTANT PENETRATION
[ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION - [ .] PRE C/O [ ] RENTAL
REMARKS: Put O
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DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS , X7
FOUNDATION(IST) y
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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 https://w,Arw.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
F r Office Use Only
ID
PERMIT NO. Building Inspector: dN r�Q
n DD
J. t-S
-Applications and forms must be filled.out in their entirety. complete € ,.
-"applications will not be accepted.:Where.the Applicant is not the owiper,,an TOWN e���dTi 1�62
Owner's Authorization form(Page 21 shall be completed:
Date:1/18/2022
..OWNER(S)OF PROPERTY:
Name:Arthur Picchione SCTM #1000-1 10-08-28.1
Project Address:4520 New Suffolk Rd. New Suffolk 11968
Phone#:631-774-8426 __. _ __[Email:apicchione@aol,com ._..._....________._.._. ._..__.
�
Mailing Address:
830 eastwood,dr.cutchogueµ ny,1„1,935„
CONTACT PERSON:
Name:Same-,
Mailing Address:
Phone#: Email:
DES16N,PROFESSIONAL INFORMATION:
Name:Martin A. Passante
Mailing Address:178 Ba_yview Ave Northport,. NY 11788
Phone#:631-747-1114 _._...._. __..._.._....._._...._ ... _......_..._._._...... Email:martYP.@Jmparchitects.com.._............... .. _..
s:CONTRAC`I'OR:Cl11Ft1RMA"r10N:'> `. . .
Name:Home owner
Mailing Address:830 Eastwood dr cutchogue, ny 11935
Phone#:631-774-8426........ ..........................................................................-Fmail:apicchion,e@aol.com
N OFPROPOSED CONSTRUCTION.
DA
ew Structure ❑Addition,: olition Estimated Cost of Project:
❑Other $25000
Will the lot be re-grade . ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
1
... .• ... .m°�.,�.,.=cgs i„w,a.,..,._...
PROPERTY INFORMATION
_y ; .�. � :,C°•.e ;µ,me
Existing use of property:ReSid,enfiat. ....... ..... Intended use of property:Residentlal..,..,_,.,„_•._.,.....,.. ,...
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
r.—LA
this property? Dyes ®No IF YES, PROVIDE A COPY.
U Check Box After'Reading: The owner/contractor/design professional Is responsible for all•dralnage and storm water Issues as provided by
Chapter 2116`Cf the Town Cade.APPLICATION IS HEREBY MADE to the Building Department for the issuance of i Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or-Regulatloni,for the construction of.buildings,
additions,alterations odor removal or demolition as hereinadescribed.The applicant agrees to comply with all applicable laws,ordihances,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 misddinii nor pursuant to Section 210A8 cif the,New York State Penal Law.
Application Submitted By(print name):arthur picchione ❑Authorized Agent BOWner
Signature of Applicant Date:
STATE OF NEW YORK)
SS:
COUNTY OF S(.,LEfd K )
A ► tqur t i CGY,I 1 prof—, being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the GGo�.
(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
-RQjja
day of l� ,20 �2- PAJ
Notary Public
TRACEY L. DWYER
PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2
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
I
L ING DEPARTMENT- Electrical Inspector
���`L TOWN OF SOUTHOLD
N Town Hall Annex- 54375 Main Road - PO Box 1179
Q�NG v�No�� Southold, New York 11971-0959
so
0F Telephone (631) 765-1802 - FAX (631) 765-9502
ro_gerr .southoldtownny.gov — seand(@.southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/2022
Company Name: Gerarti Electric
Electrician's Name: Gerard Riviccio
License No.: ME-40564 Elec. email:Gerartielectrical@gmail.com
Elec. Phone No: 631-774-8426 ❑I request an email copy of Certificate of Compliance
Elec. Address.: 348w 18th street deer park 11729
JOB SITE INFORMATION (All Information Required)
Name: Arthur Picchione
Address: 4520 New Suffolk Rd New Suffolk
Cross Street: Wicks Rd
Phone No.: 631-774-8426
Bldg.Permit#: l r` �a' email:apicchione@aol.com
Tax Map District: 1000 Section:110 Block: 08 Lot:28.1
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Build a separate 964 square foot two car garage
Square Footage: 1964
Circle All That Apply:
Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On
Temp Information: (All information required)
Service SizeFV_11 Ph❑3 Ph Size: 100 A # Meters 1 Old Meter#
❑✓ New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑✓ Underground❑✓Overhead
# Underground Laterals ✓ 1 2 H Frame D Pole Work done on Service? El Y FV1 N
Additional Information:
PAYMENT DUE WITH APPLICATION
Southold Town Building Department
P.O.Box 1179 Permit#: 47488
53095 Main Rd
Southold,New York 11971 Permit Date: 2/24/2022
(631)765-1802 Expiration Date: 8/26/2023
Parcel ID: 110.-8-28.1
BUILDING PERMIT RENEWAL LETTER
Dated: 7/18/2024
Applicant: Borkowski,Joan
J-
Location: 4520 New Suffolk Rd.,New Suffolk
Work Description: ACCESSORY GARAGE 1 u 1 o n
construct uncondiIioned accessory garage as applied for. (`�� 8115)9v4l h
rm
A FEE OF$535.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Borkowski,Joan
Address: PO BOX 122
New Suffolk,NY 11956
The permit listed above has expired. No work is permitted,or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New Yor 1
THANK YOU, y
SOUTHOLD TOWN BUILDING DEPT.
SURVEY OF PROPERTY
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TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
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OF SECTION 7209OF THE NEW PORK STATE EDUCA77ON LAW. PECONIC SUR RS, P.C.
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5 0 FAX (631) 765-1797
HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY 1FSAID P.O. BOX 909
WHOSEAP OR COPIES BEAR THE SIGNATURE APPEARS HEREON.ESSED SEAL OF THE SURVEYOR AREA=21,863 80. FT. 1230 TRAVELER STREET'
SOUTHOLD, MY 11971 21-051
SURVEY OF PROPERTY
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SUFFOLK COUNTY, N. Y.
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ANY ALTERATION OR ADD171ON TO THIS SURVEY IS A WOLA770N .YS LIC. NO. 051132-01
OF SECTION 72090F THE NEW PORK STATE EDUCA770N LAW. PECON/C SUR RS, P.C.
EXCEPT AS PER SEC770N 7209—SUBDIVISION 2ALL CERTIFICATIONS (631) 765-5 O FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF �+ P.O. BOX 909
WHOSE SIGNATURE APPEARS HEREON
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=21,863 �Q. Fr. 1230 TRAVELER STREET
.
SOUTHOLD, N.Y. 11971 21-051
Q
THE DRAWINGS, SPECIFICATIONS AND OTHER
De-Attached Garage Symbols Nailing Schedule rv �+n e ra I Notes DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS
PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S
SERVICE FOR USE SOLELY WITH RESPECT TO THIS
PROJECT AND THE ARCHITECT SHALL BE DEEMED
ELEVATION MARKER - - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS THE AUTHOR OF THESE DOCUMENTS AND SHALL
ELEVATION MARKER (REFER TO TABLE R602.3(1) OF THE 2020 NEW YORK STATE RESIDENTIAL CODE) RETAIN ALL COMMONLAW, STATUTORY AND OTHER
4NO.&TYPE SPACING OF i. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE
(SHEET AND NUMBER LOCATION) DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER
THE INTENT OF RK THESE PLANS AND MAKE WO AGREE WITH SAME. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR
Located at SECTION AND DETAIL MARKER JOIST TO SILL OR GIRDER, TOE NAIL 3-Sd - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO
Gar 115 (SWEET AND NUMBER LOCATION) TOWN OR VILLAGE PRIOR TO STARTING WORK. THIS PROJECT OR FOR COMPLETION OF THIS
P X 6" SUBFLOOR OR LESS TO EA. JOIST FACE NAiL 2-Sd 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS,
9 DETAIL MARKER 2 STAPLES 13/4 CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK I PROJECT BY OR FOR OTHERS.
4520 New Suffolk Rd , New Suffolk, New York (SHEET AND NUMBER LOCATION) 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF.
4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR
Legend Abbimuiations SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16"O.C. PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR
ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE
TOP OR SOLE PLATE TO STUD, END NAIL 2-16d 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR
CODEDATA. - SINGLE POLE SWITCH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR,
3 STUD TO SOLE PLATE, TOE NAIL 3-Sd OR 2-16d SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO ITS SUBCONTRACTORS OR THEIR AGENTS OR
THREE WAY SWITCH A.C.T. ACOUSTICAL CEILING TILE
FOLLOW THiS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL EMPLOYEES OR ANY OTHER PERSONS PERFORMING
APP. ABOVE FINISH FLOOR DOUBLE STUDS,FACE NAIL loci �� ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING: THEREFROM. ANY OF THE WORK.
- FOUR WAY SWITCH BLK BLOCK 24 O.C.
2020 RESIDENTIAL CODE OF NY STATE BLKYs BLOCKING to. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH,NO. 2
CILING DOUBLE TOP PLATES, FACE NAIL 10d OR BETTER . E-1600000 AND fb = 825 or GREATER
2020 ENERGY CONSERVATION CODE OF NEW YORK STATE _ DUPLEX OUTLET LG. CE
C.T. CERAMIC TILE size FbModulus of asticit *'110 AS NOTED RETAIN STORM WATER RUN FF
GFi �• CONCRETE SOLE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3-16d '
- GROUND FAULT INTERRUPT(42" AFF) cm. CONTNjOh 2" x 4" 1350 PSI, E 1,600,000 PSI. pa
TOWN O>- SOUTHOLD NY C.J.0 CCNTROL JOINT DOUN FACE NAIL PLATES,LAPPEDMINIMUM 24" OFFSET OF END JOINTS, $-l6d 2" x 6" 1110 PSI, E if000,000 PSI. DATP # D 0 PURSUANT TO CHAPTER 236'
' - INCANDESCENT LIGHT FIXT.(AS PEROWNER) Dia DIAMETER 2" x im" 90 PSI I E 1600000 PSI. FEE: Y: OF THE TOWN CODE,
YYY per,, p�� BLOCKING BETIIEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-gd NOTIFY UILDING DEPARTMENT WP EL ELEVATION 2" x 12" 900 PSI, E 1,600,000 PSI. PARTMENT AT
- WATER PROOF INCANDESCENT LIGHT FiXT.(AS EXIST. EXISTING RIM JOiST TO TOP PLATE, TOE NAIL gd 765-1802 `8 AM TO 4 PM FOR THE
F.P. FIREPROOF FOLLOW] G INSPECTIONS: ELECTRICAL
PER OWNER) FIN. fMISI-KEp) '1. ALL HEADERS SHALL BE (2) 2 X6 a 2 X4 WALLS # (3) 2 X6 g 2 x6
TOP PLATES LAPS AT CORNERS AND INTERSECTIONS FACE NAIL 2-lOd I. FOUN ATION - TWO REQUIRED INSPECTION REQUI =D
O - RECESSED INCANDESCENT LIGHT FIXT.(FLAT � GAUGE WALLS UNLESS NOTED OTHERWISE. INSPECTION
O.G. ALONG 8. ALL HEADERS SHALL BEAR ON 4 X4 POST -m 2 X4 WALLS OR 4 Xro URED CONCRETE
GL GENERAL CONTRACTOR 11 POST a 2"X6" WALLS UNLESS NOTED OTHERWISE. �� FOR
CLG.) GALv. GLAVANITED BUILT UP HEADER 2 PIECES WITH 1/2" SPACER 16d SS EACH EDGE 2. ROUGH°- FRAP,"ING & PLUMBING
GL,i G 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM 3. INSUL t;ON
�
CLG.MNTp.(15 CFM.MIN)EXHAUST FAN)AS Wt Bp WOL OW Rp CONTINUED HEADER TWO PIECES 16d DEVICE IN COMPLIANCE WiTH NEW YORK STATE BUILDING CODE. IF REQUIRED. 4. FINAL 'CON
STRUCTION MUST' EX PER OWNER HP. HIGH POINT CEILING JOISTS TO TOP PLATE, TOE NAIL 3-$d 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE BE CO ;PLETE FO I C.O.A JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTE , , T(�UCS I�G_ACAi;DIr�G RE tJiRED
" EXTERIOR INCANDESCENT LIGHT FIXT.(AS PER IRL CON TRUCTION SHALL MEET THE� Lam" OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED_
CONTINUOUS HEADER TO STUD, TOE NAIL 4-Sd R QUIRE ENTS OF THE CODES OF NEW
Q OWNER) 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR PORK ST .TE. NOT RESPONSIBLE FOR
BLOCKING m INTERVALS NOT EXCEEDING EIGHT FEET.
6.� MTL. METAL
list o 1 cmin s CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL 3-10d DESIGN G CONSTRUCTION ERRORS.
N).C. NOT IN CONTRACT 12. ALL FLASHING SHALL BE ALUMINUM. All exterior lig a ing
CEILING JOISTS TO PARALLEL FACE NAIL, FACE NAIL 3-10d 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE
A-1 - Information Sheet N0' ' `'BER CLIPS. CO PLY WITH ALL CO installed,repla d or
OF ON CENTER 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DES OF repaired shall co. form
/V 40182 FL.
OPENING 'RAFTER TO PLATE, TOE NAIL 2-18d DIMENSIONS. NEWL STATE & TOWN CODESA-2 - Floor Plans to Cha ter 1 2
��. PLYWOOD 1 BRACE TO EA. STUD AND PLATE, FACE NAIL 3II 15, DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND AS REED AND CONDITIONS OF p
A-3 - Elevations & Sectron RAD RADNS2 STDPALES 1 i4 SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT of the Town C de
REQ'D REQUIRED u u
STL. STEEL 1 X 6 SHEATHNG TO EACH BEARING, FACE NAIL 2 STAPLES 13/411 FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE
SUSP.CLG SUSPENDED CEILrtJG
USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT
�� �� 2-Sd
N TOM TOP OF MASONRY i X S SHEATHING TO EACH BEARING, FACE NAIL „ BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE +� iVING 60nRD
TO.S. TOP OF STEEL 3 STAPLES 13 i4 ARCHITECT.
UN.O LKES6 WIDER THAN i" x 8" SHEATHING TO EACH BEARING,FACE NAIL 3-Sd 3 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED `' "' rl, ,JSTEto
uNO. UNLESS NOTEDOTIRWISE 4 STAPLES 1/4 AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED r �
V.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO
W/ WITH BUILT UP CORNER STUDS lod
WD. REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., 1
DO.NOT PROCEED WI 'H
' a " u CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS OCC PANCY OR ,
2(�,� NOTE: L=SPAN LENGTH, H=SPAN HEIGHT BUILT UP GIRDERS AND BEAMS 2 LUMBER LAYERS 10d � oc.TOP rum eottort AND STAG. '
THE: WIND LOAD SHALL BE PEERMITTED TO BE TAKEN AS 0.1 TIMES SPECIFIED is INSTALLED. ]FRAMING UNTIL SURV .Y,
/ THE COMPONENT AND CLADDING LOADS FOR THE: PURPOSE OF THE 2" PLANKS 2-16d AT EA. BEARING 11. ALL EXISTING ELECTRICAL E PLUMBING LINES ARE TO BE ABANDONED t REMOVED USE UNLAWFUL i0�FOUNDATION LOCH ;ION.
/ ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS
�,HAS.BEEN APPROVE .
DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER,TOE NAIL 2-16d ��-
FACE NAIL 3-16d 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED WIT OUT CERTIFICATE
i J •-
/ MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE: OF
(REFER TO TABLE R301.5 OF THE 2020 NEW YORK STATE RESIDENTIAL CODE) RAFTER TIES TC RAFTER FACE 3-8d HANDLING LOADS is CONNECTION POINTS. INSTALLATIONS SHALL BE IN OF OCCUPANCY
6X�STINCz I STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND
WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING RECOMMENDATIONS.
LUOOp DrcCl� USE LIVE LOAD 19, DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND
ATTICS WITH LIMITED STOTAGE 20 sf DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER ALL OPENINGS.
p EDGE INT.SUPPORTS 20. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES
ATTICS WITHOUT STORAGE 10 psf 5/16"-112" 61)COMMON NAIL(SUEFLOORWALL) 6 12 21S LID DRYWALL BLOCKED.SHALL BE U.S G. NATIONAL GYPSUM CD. �i " THICK
8D COMMON NAiL(ROOF) 2 ,
TAPED AND SPAGKLED THREE COATS.
47J
DECKS 40 psf ig/32"-1" 81)COMMON NAIL 6 12 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS).
--t 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY
PSI` 1-1/8 1-i/4 COhI ION NAIL OR SD DEF.NAIL 6 12 OWNER.
EXTERIOR BALCONIES 60 " _ "
FIRE ESCAPES 40 psf 24. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWN
OTHER WALL SHEATHING ER.
25. OWNER SHALL SELECT ALL COLORS.
12 f b GUARDRAILS AND HANDRAILS 200 Ibs 1 �� liz"GALY.ROOFING NAIL bD COIN
REGULAR CELLULOSTIC FIBERBOARD SHEATHING NAIL STAPLE ING AI LONG 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD
GUARDRAILS IN-FILL COMPONENTS 50 Ibs OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION
2.3./' 1/2" REGULAR CELLUL05TIC FIBERBOARD SHEATHING 1 a"CsA!Y.ROOFNG NAIL SD COIN 3 6 ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN s • r I' g
NAIL STAPLE I66A liz LONG WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE
' I PASSENGER VEHICLE GARAGES 50 per 25/32" REGULAR CELLUL05TIC FIBERBOARD SHEATHING 1y2"GALV.ROGFN'NAIL 8D COM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS FLOORS AND/OR I I
ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAIL STAPLE MA 1Y LONG CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS FLOORS,
12,4' O IV2"64Y.ROOFNG NAIL 6D CCM 4 8 OWNER PRIOR TO INSTALLATION.
I SLEEPING ROOMS 30 sf 1/2 GYPSUM SHEATHING NAIL STAPLE GALv.I�1/z",11i4"SCREWS TYPE W ORS
Q, (� p 21. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL RE:MAiN THE OWNERS PROPERTY
I LLt STAIRS 40 psf 5/8" GYPSUM SHEATHING NiYskA WG%NAL P8D T1f'E W OR S 4 a WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE: SITE AND _
XISTIN�x LEGALLY DISPOSED OF.
���� ���- ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOiL WITH A MiNIMUM SOIL PRESSURE
(REFER TO TABLE R301.7 OF THE 2020 NEW YORK STATE RESIDENTIAL CODE} 3/4" AND LESS 6D DEFOI�1Ep NAIL OR Sp COMMON NAIL (o OF 2 TONS PER 50.FT. AND SHALL HAVE MINIMUM COVER OF 3'-�o" OR AS NOTED.
12 2'5. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO
70 R MTV p ALLOWABLE HAVE 5 TO 1% AIR-ENTRAINMENT PER R4022
_ ��
STRUCTURAL MEMBER DEFLECTION '1/8„ 1 8D DEFO�'IEp ,NAIL OR 5D COMMON NAIL 6 12 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE: DAMAGE TO EXISTING
RAFTERS NAYiNC SLOPES GREATER THAN 1 „ _ i AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION
3 ON 12 WITH NO FINISHED CEILING L/i8m lea 1/4 81)DEFORMEDNAILORIODCOMMONNAIL 6 12 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW
CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING.
J 9�31��Z�rj� 1J�'�gr ATTACHED TO RAFTERS
31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS
INTERIOR WALLS AND PARTITIONS H/180 FIRE SAFETY NOTES OF THE CONSTRUCTION.
PROVIDE FIRESTOPPING AT 8'-0" AND AT CIELING JOISTS GREATER THAN 20'-0" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS
PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY
x • FLOORS AND PLASTERED CEILINGS L/36m PROVIDE F PAS5SEDIRE RATED DOOR AT GARAGE,POOL STOR4GE AND MECHANICAL ROOM 33. B 5ED ERR TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN pIA. CAN BE
THRU THEM. AS PER R3162
�- ALL OTHER STRUCTURAL MEMBERS L/240
REVISION / MARK DATE
and Code Information PROJECT
EXTERIOR WALLS WITH PLASTER OR H/360 Design
STUCCO FINISH 4520 New Suffolk Rd
a 1. BUILDING:STRUCTURE HAS BEEN DESIGNED TO THE FOLLOWING BUILDING New Suffolk, New York
®O Plan EXTERIOR WALLS - WiND LOADS WITH L/24(d CODES: 2020 RESIDENTIAL CODE OF NY STATE
SKITTLE FINISHES
A-1 SCALE: T= 20'-0' a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE.
EXTERIOR WALLS - WiND LOADS WITH L/120 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT
FLEXIBLE FINISHES OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE:
STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS
BY THE CONTRACTOR. Cover Sheet
4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS.
5,THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED
AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED
AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD
FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15%OF 20-DAY ' SE E FILE NO,
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, STRENGTH. UNTIL SUCH TIME,TEMPORARY BRACING IS REQUIRED. THE ® ��,
PRE-ENGINEERED WOOD CONSTRUCTION ANNIN OR TIMBER
CONSTRUCTION IN RESIDENTIAL STRUCTURES 6" die. DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE �® ,��NA.PAS d�
(INncxaaNCEwrtrtTmEtsNrc�tRP,�T fzs� RESPONSIBILITY OF THE CONTRACTOR �� C� PAGE N0: 1 OF 3
PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT 6.FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES,INSERTS,
Materials Legend ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, NO.
� NEW RESIDENCE STRUCTURE
❑ ADDITION TO EXISTING RESIDENTIAL STRUCTU If I E PLLIM51NG AND ELECTRICAL DRAWINGS.
1.STRUCTURAL DESIGN LOADS:
EARTH %� /� GLASS °. . POURED CONCRETE ALUMINUM O REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Reflective
ASPHALT SHINGLES / � � � VF White 2020 RESIDENTIAL CODE OF A
NY STATE ®� �1��"' t
° TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT
I' a PROPERTY REFERENCE ABOVE WILL UTILIZE ROOF LOADS: ARCHI
-.
( E ROOF DEAD LOAD: 25 PSF
STUCCO FINI;iH GRAVEL STEEL BRICK FINISHED U100D CHECK EACH APPLICABLE LIN Reflective
Red GROUND SNOW LOAD: 45 PSF SLOPE Maftin A. Passante
❑ TRUSS TYPE CONSTRUCTION(TT) Pantone'181
~�GATT CONCRETE ® PRE-ENGINEERED WOOD CONSTRUCTION(PW) WIND LOADS: 120m h
RIGID INSUA!_ATION
INSULATION BLOCK ROUGH WOOD ❑ TIMBER CONSTRUCTION(TC) 3 SECOND GUST WIND SPEED: 110 MPH L U
wc N G C
Stroke
I = 1.0 Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN
TABLE R301.2 1 " EXPOSURE: B
IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) SEISMIC LOADS: C
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ❑ FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) SITE - C Fa- 1.48 F 2.0
❑ ROOF FRAMING(R) I ' 0 Sms = BcJ g S ml ° .40e
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM c Floor Framing, Including R - 6 * Architecture
Winter Ice Barrier Flood Air 10 FLOOR FRAMING AND ROOF FRAMING FR i' Girders and Beam SNOW - SPECIAL WIND DESIGN ( ) S s .40 g S 1. 20 g
Frost Line Design Undertayment 9 Planning
LOAD SPEED TOPOGRAPHIC WWaORNE CATEGORY g Hazards Freezing g
(mph) EFFECTS WIND �� DEBR�ZONE Weathering Depth Termite Temp Required Index �� BEARING WALL WiTH WOOD SHEAR WALLS �
REGION CATEGORY One(1)Tnss-Sign to beLomME atftBedicalMotororNwdto R Roof Framing EQUIVALENT LATERAL FORCE PROCEDURE Interior Design
the Front Door,No More ttmn 12'From the Latch Side.Tnrss-Sign to be S.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview Ave., Northport, New York 11768
1 b /as MODERATE 15,TABLE 0101 Y) VALLEYS a FAA �hg F Floor and Roof Framing Phone: (631) 747-1114 Fax(631)532-1315
30 PSF 108 Vasd NO NO B NO EXEMPT SEVERE 3 FEET TO HEAVY �,KENNEDY) PERIMETERS IF REQ. 1500 Located Not Leas Than 42'Nor More Than�'Abo�re the Ad' '
WdNng Sumacs. E-Mail: martyp aQmparchitects.com
- - _ - - - - - ---.m
'-10" 12'-S" 3 30'-0" 3 THE DRAWINGS, SPECIFICATIONS AND OTHER
301-011 3 10'-6" 6 _ _ DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS
PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S
SERVICE FOR USE SOLELY WITH RESPECT TO THIS
PROJECT AND THE ARCHITECT SHALL BE DEEMED
— — — — THE AUTHOR OF THESE DOCUMENTS AND SHALL
3 X 6 I I RETAINALL COMMONLAW, STATUTORY AND OTHER
0 X I RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE
_ PROVIDE 5/a"TYPE X'
I p� ( ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER
N � DOCUMENTS SHALL NOT BE USED BY THE OWNER OR
FIRE RATED GYP. 5OARD
ILI
ON ENTIRE CEILING CAULK SLOPE GARAGE FLOOR TOWARDS OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO
a LU TIGHT W/ FIRE CAL ING U I GARAGE DOORS I I THIS PROJECT OR FOR COMPLETION OF THIS
4 �j I PROJECT BY OR FOR OTHERS.
THE ARCHITECT IS NOT RESPONSIBLE FOR
Iut (x _
\_5" POURED CONCRETE FLOOR SLAB I i CONSTRUCTION MEANS, METHODS, TECHNIQUES OR
m `� I W/ ro X 6 10 X 10 W.W.M. ON .SMIL VAPOR FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE
n 11 " Il ll ll I _ I
2 X12 FLOOR JOISTS � 16 O.C. � � 2 X12 FLOOR JOISTS � 1 O.C. �. I BARRIER ON 4" BANK RUN ON VIRGIN SOIL I I WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR
of
X ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR,
`�! `_ ITS SUBCONTRACTORS OR THEIR AGENTS OR
X
291-4 EMPLOYEES OR ANY OTHER PERSONS PERFORMING
I' II 0 ANY OF THE WORK.
5�ab on Crad�
(3n x6 POST N
II
1 I SOLID TO STRUCTUREr — — -
- � `t BELOW
N
S P GARAGE FLO R j I 2"X10" CEILING JOISTS 16" O.C. — — — — — — — —
T A s GARAGE D RS I ( I I
2"X10" CEILING JOISTS s1 16" O.C. I = _ C",
a e l l I I I
X I I I I I I
/ \
- - I X
M
I I _
N
II
DROP SLAB 4' TO ALLOW
N
SLAB OVER WALL
AT OVERHEA DOOR
811 I
,-- — � POURED CONCRETE LOCATIONS
I
Attic ( FOUNDATION WALLS W/ 04
i
I I I BARS O 4B" VERTICALLY E i
h I = I I 2 EQUALLY SPACED I L — — — — — —
(2)1.15 X iZ MICRO LAM HE DER = I HORIZONTALLY ON 16 X 8
Il'-6'l
' 3,40 i 101-0" X 1 -0 OH DOO
R
x I I POURED CONCRETE
I -
FOOTING W1 (2) 04 BARS T45 I I1 1011 11 -
(2)1.15" X 12" MICRO LAM HEADER I (2)?X121'HDIR I - _ - _ 1
cA 1
9'-0" X 1'-0" OH DOOR TW3046 TW304(o — — — — — — — —
1
— — — — — — 5'-S" C3-011 1'-fit
7" 3'-0" 1'-10" 9'-0" 1'-l" 2'-0" 10'-0" 2'-0" 8'-0" 01-0" — — —44'-®" — — — — a
10 -011 14'-0" 30'-0" 16'-0t1 14'-0l'
i
i
1 Floor Plan z 2nd Floor Plan
A-2 A-2 SCALE: 1/4'=1'-0• SCALE: 1/4•=l'-0' SPLICING OF THE PLATE
TOP PLATE
MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS SPLICE LENGTH
STRAPPING InISTRUCTIONS : (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) NAILING & STRAPPING @EXTERIOR WINDOW/
TOP PLATE SPLICE 70P PLATE SPLICE DOOR HEADER
REQUIEWENTS FOR WIND - REQUIEIZIENTs FOR WiND - FASTENING SCHEDULE B
I. All Strapping To Be I-I/4" Wide 20 Ga. Steel or USE LIVE LOAD DEAD LOAD EXPOSUR�=s BSc- ONE STORY EXPOSURES BtC- ONE ALL
SLAB ON GRADE OTHER CASES ROUGH OPENING FRAMING'Simpson' Equivalent CS20 (tolled Strap) Except UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 10 psf REQUIREMENTS FOR WINDOW
BUILDINGS MINIMUM SPLICE BUILDING MINIMUM SPLICE OPENING
Roof Rafter to Stud Connection, Use 'Simpson' H2 UNINHABITABLE ATTICS WiTH STOTAGE 20 psf 10 psf DIMEN51ON(FT) LENGTH(FT) DIMENSION(FT) LENGTH(FT) (IN ACCORDANCE WITH WOOD
Connection or Equivalent. HABITABLE ATTICS 4 ATTICS W1 FIXED STAIRS 30 psf 10 PSI` IV-011 3'-0" IV-0" 21-011 FRAME CONSTRUCTION MANUAL
2. Install All Strapping Prior to Sheathing, Consult with BALCONIES (EXTERIOR) AND DECKS 40 psf 10 per 3'-011 2001 EDITION) A
Local Authority For Strap Inspection if Required. 1 11 1 N 11 1 11 NOTATiO
FIRE ESCAPES 40 psf 10 psf 20 -0 5 -0 20 -0 -0 A )_, C D E F
5. Install Stropping For, All New Construction OUCzN IM
pp g 24'-0" 6'-0" 24'-0" 41-011 OF'NS
N2A STRAP
-. GUARDS AND HANDRAILS 200 Ibs
yk
Any Existing Exterior Wall / Roof Replacement. 281-011 1'-011 28'-011 5'-0° 2t-011 2 (i) 2"x4" i i i 1 D
GUARDS IN-FILL COMPONENTS 50 Ibs 1. TABULATED SPLICE LENGTHS ASSUME TOP B E
4. Install Strapping for Each Stud Per Floor 4 One PLATE-TO-TOP-PLATE CONNECTIONS USING 2-16d NAILS PER 32 -011 8 -0,1 321-011 (01-01I
4 C1) 2 x4 2 Z 2 2" " " G
For Each Rafter as Shown on the Detail. PASSENGER VEHICLE GARAGES 50 psf as per plan FOOT, FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING 3ro'-0" 9'-011 3ro1-0" '1'-011 4'-sa
SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT 1-m 11 6 (2) 2"x4" or 3 3 3 3 SIMPSON H8 STRAP
5. Install the Hold-Down Connections At Each Building ROOMS OTHER THAN SLEEPING ROOMS 40 per 10 psf NUMBER OF NAILS 401-011 11'-011 401-011 8'-0" (1) 2"xro"
Corner. SLEI=PING ROOMS 30 sf 10 sf 2• TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 501-011 131-01, 501-011 101-01, SI-011 S (2) 2"x4" or 3 3 3 3
p p IN EXPOSURE B (1) 2 xb F
Solid Framed Corners are Required as Shown STAIRS 40 par 10 sf 2. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 601-0" IV-011 lm m 10 (2) 2 llx� 4
11 u
On Detail. HEIGHTS FOR OTHER HEIGHTS, H THE TABULATED UNIT
ROOF LOADING (LIVE = GROUND SNOW LOAD 10 psf for LATERAL LOADS SHALL BE MULTIPLIED BY H/8 '10'-0" 19'-0" "101-01, 14'-0"
attic 12'-sa" 12 (2) 2"x�" 54 5 4
ADJUSTMENTS AS PER TABLE R301B OF THE 30 psf 15 psf for 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE 80'-01, 22'-011 80'-(d" 16'-0"
RESIDENTIAL CODE OF NEW YORK STAE) cath MATERIAL REVISION MARK DATE/
A-NUMBER OF Ed NAILS a EA.END OF STRAPPIW35(TABLE 3.1,P.151)
d (TABLE 6A P. 131(o)
PROJECT
B-NUMBER OF BILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS) 4520 New Suffolk Rd
(TABLE 3238,P.193) New Suffolk, New York
C- NUMBER OF FULL HEIGHT KING STUDS e EA.SiDE OF HEADER
Ends O rT�l dCe�C a Ines With Continuous Sheathing (TABLE 323C,PA3)
Each end of a braced waline with continuous sheathing shall have o ie of the conditions shown in Figure R602.10.7. D-NUMB(=R OF 16d NAILS.END-NAILED THROUCsH ADJACENT KING STUD
// SIMPSON
SECTION R310
a TO END OF HEADER EA.SIDE(TABLE 3.1,P.151) d (TABLE 6A P.31(o) H2A STRAP i .
(2020 Residential Code of NY State) E- NUMBER OF JACK STUDS a EA.END OF HEADERS(TABLE 322F,P.IS9 1 DRAWING TITLE:
oov I—,, usL��r ATi.F��,�, EMERGENCY ESCAPE AND RESCUE OPENINGS ASSUME DBL.NDR
Is.'d7TINUOUSLY SHEA NE � 6Iv.�L:l�:r_.ur:L
BRACED WALL LINE , R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. F-NUMBER OF 1(od NAILS END-NAILED THOUGH ADJACENT JACK 5TUD5 ' Floor Plans
BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING: ROOM SHALL HAVE To END OF SILLS)
NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE OPENING. WHERE NOTE: is EA SIDE(DOES NOT APPLY To DOORS)(TABLE 3A P.151)
BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOM, AN EMERGENCY
ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING 1. SHEATHING AS PART OF SHEARWALL SEGMENT CSlU.S), d (TABLE 6A PAGE 31ro) SIMPSON H8 STRAP
ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS
DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED
RETURN i; »ao- A PUBLIC WAY. AT JOINTS. Sd COMMON NAILS a 6"oz. EDGE E FIELD
PANEL-i 7 pVY4
BRACED WALL PANUAT :EVICE--► BRACEDA'ALLPANtELAT R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF SEAL E FILE NO.
D COND RACED WAL..:.NiE ND OF DMONY�ALLLrVE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL STRUCTURE UNLESS OTHERWISE NOTED.
ENDCONDiTiOH1 ENDCONDmON2 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR 3. SEE CONSTRUCTION DETAIL (NAILING AND
I,�coNT lwuousLvsHEATHEaLDY.Au 1, ca rl• TrED SPECIAL KNOWLEDGE. WINDOW OPENING: CONTROL DEVICES STRAPPING) # DETAIL (HOLDOWN d CONN).B1uc Lm L Ei ACESIuous LY.•EA AAl_ur:L COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON �� PAGE NO:
WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE �+ 2 OF 5
jj OPENING. 4-0
R3102 EMERGENCY ESCAPE AND RESCUE OPENINGS. „�"
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM PLYWOOD SHEATHING 0.
Da / DIMENSIONS AS SPECIFIED IN THIS SECTION. Sd COMMON NAILS IT (2) 2" X 12" UPSET GIRDER
Rr•1mN R3102.1 MINIMUM OPENING AREA. ro" or—. EDGE t FIELD �' p.
er,lEL MI EMERGENCY AND ESCAPE RESCUE Of SHALL A NET CLEAR *�r� `��i 0 ��4 ® /
MiAI_PANEL t6'},lA}I FIRST BRACED AT Sii _ „[
41 ENDorNDOr BRACED D WL WM RACED t.IYE —� LPANEL OPENING Or- 5 NOT LESS THAN .7 SQUARE FEET. THE NET CLEAR OPENING: Aam
'S-EREOUIREAIENTS DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE
END CONDITION 3 END CONDITION 4 NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING
ONTIN UC{JS;Y SNEA'Hr II I EXISTING 2" X 8"
BRACED 1SALL LINE �+ REQUIREMENTS FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS ,�+ `a . ° FLOOR JOISTS
10'MAX I THAN 24" INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 4 A j a 'n A. Passante
''•, • Return panel: 24'wood
for braced lap Ines sheathed with 0r \\ '
wood shuCwal panels INCHES.
3T for braced wad lines sheathed with EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS ® INTERIOR ZONE °
structuralfte'boa•d " . ° TEMPORARILY SUPPORT
SHALL HAVE A NET CLEAR OPENINGS of NOT LESS THAN 5 FLOOR JOISTS PRIOR TO
Distanc a D: 24'far braced wal Ines sheathed with SQUARE FEET. ° AreftKnet:
wood structural panels ® PERIMETER ZONE
32'for braced wall lines sheathed with R31022 WINDOW SILL HEIGHT I HOLD DOWN ° INSTALATION OF NEW BM. Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN j
pomp structuraltibe.boe+d WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND
r1Ax l Hold-down eooly9cr�pa fm_,astejlo the edge ofthe RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE GABLE WALL
10'
' LFIRSTBr*,ACED device panel closest totre corner and THAN 44 INCHES ABOVE THE FLOOR,WHERE THE SILL HEIGHT IS (EDGE ZONE)
YiAli PA'.EL . braced waP
HOLD-DdPrv—; to the fourdatwnorMxrterningbelow BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN PROVIDE 5IMP50N STRONG TIE
DL.ICE ENDCONDMONS ACCORDANCE WITH SECTION R31023. HU5210 EVERY JOIST
• Architecture
r6DETA IL • Planning
® ` �s to interior Desi n
4 SE e'� � �� ®�® ��i 5 � ��/`r���E�� a� � �� �i) A-2 SCALE: NO SCALE 9
A-2 SCALE: N.T.S. A-2 SCALE: N.T.S. 178 Bayview Ave., Northport, New York 11768
Phone: (631) 747-1114 Fax(631)532-1315
E-Mail: martyp aQmparchitects.com
THE DRAWINGS, SPECIFICATIONS AND OTHER
DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS
PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S
SERVICE FOR USE SOLELY WITH RESPECT TO THIS
--•— PROP05ED WOOD STUD PROJECT AND THE ARCHITECT SHALL BE DEEMED
THE AUTHOR OF THESE DOCUMENTS AND SHALL
•°• PROVIDE SIMPSON STRONG TIE - RETAIN ALL COMMONLAW, STATUTORY AND OTHER
RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE
LSIHDS 4'-0" O.G. PROPOSED RAFTERS ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER
DOCUMENTS SHALL NOT BE USED BY THE OWNER OR
OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO
2)2" X 4" TOP PLATE THIS PROJECT OR FOR COMPLETION OF THIS
PROJECT BY OR FOR OTHERS.
2 X SILL ----- .�----..
TOP OF P.C.FDN. ] THE ARCHITECT IS NOT RESPONSIBLE FOR
•0 ° ROOF CONSTRUCTION CONSTRUCTION MEANS, METHODS, TECHNIQUES OR
345*ASPI-IALt/F15ERGLA55 FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE
- ROOFING SHINGLES ON ICE j WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR
2 X EMBEDMENT LENGTH ° _ — SHIELD (ENTIRE ROOF) 1 ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR,
+ 12" MINIMUM ° i — _- __ — — ON EXTERIOR GRADE ITS SUBCONTRACTORS OR THEIR AGENTS OR
- — - I EMPLOYEES OR ANY OTHER PERSONS PERFORMING
REBAR LENGTH --- - -- PLYWOOD SHEATHING ON 2" X
°s --- --- - - - ---- --- - -- --- - --- —— —_ - --- - - ANY OF THE WORK.
- - — -_ — Im" RAFTERS 16" O.G. - ---
SIMPSON H2A - - - - - -- -
HOL®oMM DETAIL 7 ALTAURRICAME STROP DETAIL - -
A-3 SCALE: NO SCALE A-3 SCALE: NO SCALE ---- --- -- - - -
- -- — 1"X6"AZAK FASCIA -
"SIMPSON" HDU6 2-16d COMMON ® ALUM. GUTTER 3 3
LEADERS T
NAILS e 6 o.c. FOR
FULL LENGTH OF
STUD - I
USE EVERY OTHER NAIL SHIP LAP VINYL SIDING—
HOLE IN A ROW t0
1LE%UTTW
BLOCKING A - ON 1/2" ZIP BOARp
PROVIDE THE CODE-REQ. LENGTH ENDWALL SHEATHING ON 2" X 4"
MIN. CENTER t0 CENTER WD STUDS 16" O.C.
SPACING FOR NAILS E
CLEAR AR - - - - = 3(D4
PROV. MIN. pis° END -SPAN j
DISTANCE
EQ. NO. OF SPECIFIED END 11/4" X20 GAUGE -
NAILS EA. END � �TN STEEL SCRAP
SIMPSON EQUIVALENT
C520 COIL STRAP ,SIMPSON,, HDU6
BEARING MIN 12 I
I
EACH STUD 8" POURED CONCRETE FOUNDATION WALLS W/ *4
8 STRAP DETAIL9 �oL®®ri� ®���JL BARS O 48" VERTICALLY 42 EQUALLY SPACED
HORIZONTALLY ON 16 X 81 POURED CONCRETE
A-3 SCALE: NO SCALE A-3 SCALE: NO SCALE — — — — — — — — — — — — — — — — — — — — — — — — — FOOTING W/ (2) *4 BARS T45 — — — — — — — — —
t
2 Rear Elevation 4 Side Elevation
A-3 SCALE: 1/4'=1'-0'
A-3 SCALE: 1/4'=1'-0'
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ROOF CONSTRUCTION A-3
(2)2"X12" RIDGE BEAM 345* ASPHALT/FIBERGLASS
W/ RIDGE VENT ROOFING SHINGLES ON ICE _
SHIELD (ENTIRE ROOF)ON 5/8" EXTERIOR GRADE
PLYWOOD SHEATHING ON 2" X —
AttIc Im" RAFTERS IV' D.C. _ — - - -_ — _- __ -- = REVISION / MARK DATE
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PROJECT
2"XIO" CEILING JOISTS EVERY RAFTER �1°x6°AZAK FASCIA
4520 New Suffolk Rd
- - - -= - New Suffolk, New York
ALUM. GUTTER 4 —
LEADERS --
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DRAWING TITLE: �—
Attic; Exterior Elevations
WALL CONSTRUCTION
CEDAR PERFECTIONS
VINYL SIDING ON 1/2" ZIP SEAL FILE NO.
BOARD SHEATHING ON
�� �� 2" X 4" WD STUDS 16" ®� ,�Na Pas ®�'0 PAGE N0:
PROVIDE 8 TYPE X O.C. �'�► 3 OF 5
FIRE RATED GYP. BOARD
ON ENTIRE CEILING CAULK
TIGHT W/ FIRE CALKING a 0.
5" POURED CONCRETE FLOOR SLAB a ��
W/ 6 X 6 10 X 10 W.W.M. ON SMIL VAPOR 11 1� 03
BARRIER ON 4" BANK RUN ON VIRGIN SOIL
ARCHI /�
8" POURED CONCRETE FOUNDATION WALLS W/ *4 Martin A. Passante
8" POURED CONCRETE FOUNDATION WALLS W/ *4 BARS 48" VERTICALLY 2 EQUALLY SPACED
BARS m 48" VERTICALLY d 2 EQUALLY SPACED HORIZONTALLY ON 16 X 8 POURED CONCRETE ? Arwc 1 VO4 Gct
„ — — — — FOOTING W/ (2) *4 BARS t#B _ —
•
HORIZONTALLY 6 X 8 POURED CONCRETE — — — — — — — — — — — — — — — — — — — — — — — — — — Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN
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FOOLING W/ (2) *4 BARS TSB
s SeCU017 3 Side Elevation
1 Front Elevation • Architecture
•
�-3 SCALE: 1/4'=1'-0' A-3 SCALE: 1/4'=1'-0' A-3 SCALE: 1/4'=1'-0' Planning
f • Interior Design
178 Bayview Ave., Northport, New York 11768
' Phone: (631) 747-1114 Fax (631)532-1315
E-Mail: martyp aojmparchitects.com