HomeMy WebLinkAbout52940-Z ��nrt�aGr�o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITS ONESET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52940 Date: 05/01/2026
Permission is hereby granted to:
Andrew Boninti
2505 Holkham Dr
Charlottesville, VA 22901
To:
construct an accessory shed as applied for.
Premises Located at:
1820 The Long Way, East Marion, NY 11939
SCTM#30:2-129
Pursuant to application dated 04/23/2026 and approved by the Building Inspector.
To expire on 04/30/2028.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $221.00
CO-RESIDENTIAL $100.00
Total $321.00
ilding Inspector
low
TOWN OF SOUTHOLD--BUILDING DEPA
RTMENT
Town Hall Annex 543 75 Main Road P. 0. Box l 179 Southold STY 1 1 97 1-0959
� F� Telephone (631) 765-1 02 Fax (631) 765-9502 l ,�cs,?�'"�� ���s,,o a��l
j
Date Received
A P AP"L I CAT 100"'N FU R L D I N S"A P E R M I T
n "' '7" -„
For Office Use Only
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M
PERMIT NCI. Building Inspector
. b
;, ppliatioris and forms must be fed o+u h eire . Incomplete
, p licatiot s.mill not a e e . her thA p11
l a i not the owner,are
Ownees Authorization form(Page ,shall be completed.
; u
Date:
OWNER(S)OF PROPERTY4
77-=77111111-
Name:Frances Bon i nti SCTM# 1000-030.00-02.00-129.000
project Address: 1820 The Long Way East Marion, N.Y. 11939
phone#:(434) 249-9209 Email:Fboninti@gmail.com
Mailing Address:1820 The Lon a East Marion N.Y. 1193 �
� y 9
PER
Name:
Mailing Address:
Phone# Email:
IGN PROFESSIONAL-,INFORMATION:
Name:Zackery E. Nicholson
Mailing Address:1250 Evergreen Drive Cutcho ue, NY 11935
Phone#:(631)513-6589 Email:Zenicholson.arch mail.com
111111-11-111--�.......7
TRACT 1 N F0 N
�a
t�
Name.
no,
Mailing Address: r
a1V J'0
phone#: `3
4--4 Email-, ,y
a
PT ON OF,P00""'I"000 P�PONSTRU
'New Structure C]Ad ition MAlteration Cl F epair QDemolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? CJYes ®No
PROPEMY INFORMATION
w
RMAT1
Existing use of property: Intended use of property: . ,
e district in which premises is situated Ar n covenants and restrictions with respect to
I Zone or use a there any
this property' C7Yes XNO IF YES, PROVIDE A COPY.
40
-k Box r r Re ad'ing, The r , rcmajf0t i ati � by
Chspur ,
he To",Codv.APPUCATION IS,HERIEDY MAC 1",UftdJn&DepaMmnt for the hsuanceof °" l
'"s f0 th
applicable in l ,
,ble as a Class A mlsdemeanor Pursusnt to,p AS ,e , penalLaw
Application Submitted By(print name): []Authorized Agent 00wner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS.
COUNTYOF
beingdu deposes and says that(s)he is the applicant
duly sworn. p
(Name of individual signing contract)above named,
(S)he is the
(Contractor'.Agent,,Corporate fficer,etc.
of said owner or hers,and is my authorized to perform or have performed the said work and to make and file this
a lic�ati n f a°t all statements containedin this,ap llcation are truer to the best of his/her' an lief" and,
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day ofwwwiw� 20�
Notary Public
KOHUT OWNER,AUITHORIZAAY
(where the applicant is not the owner)
i, residing at
do hereby authorize to apply on
J
my behalf to the Town ''thold Building Department for approval as described her l
r
wn� s ��i re, Oates
Frances Boninti
Print owner's Name
2
PROPOSED
I he Lon r% Wax f STORAGE
SHED
1820 The Long Way Ln, East Marion N.Y. 11939
s AdMlft� 'Aloft,
eAhk n
I ..
16%
'CER�D ARC
1820 The Lon Wa L n E M Q_ �� � A
ast ari n N Y o . 11
939
NT . O
q
sT 0444' 'S -40
OF N�SN
.PROPOSED STORAGE SHED
S.C.T. M . # 1000 -030.00 -02 .00 - 129 .000
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\ _: A-- F TITLE PAGE A-001
r GENERAL NOTES A-002
s i
\ faveice,Fytee3,; g GE ERAL NOTES A-003
SFar� PROPOSED STORAGE SHED A-100
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IN,
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LOCATION MAP
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PROPOSED �� — ' o
STORAGE SHED , —
o_
,334.4A!
6014.'759,0 E
EXISTING
HOUSE , �� ` 0
5 �()1t No. Issue Issued to
The Lon Way Proposed Storage Shed
9 Y p 9
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M Scale Date Drawn By
t As Noted 3/2/2026 FR
00
05 The Long Way Residence
362•
1820 The Long Way Ln, East Marion N.Y. 11939
6/'4p" W
S. PROJECT LOCATION
CY5
Cv
& SITE PLAN
Dwg. no.
SITE PLAN
Scale : 1" = 20' A - 001
PROPOSED
NOTES 4 5PEG I E I GATION5 WOOD FRAMING MATERIAL STANDARDS CARPENTRY CLASS WINDOWS AND DOORS ABBREVIATIONS
IT t5 THE CONTRAGTOW5 RESPONSIBILITY TO KEEP TWIS CON5"krTION DOCUMENT BINpED THE PROVISION5 OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1, ALL LUMBER SHALL BE DOU6LAS FIR LARCH•2 4 BETTER(Fb a 875)UNLESS 1,ALL 6LA.55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED.
T06ETFER AT ALL TRIES,IT t5 ,ISE THE LIARIZED K H HE PLANS
TO READ ALL NOTES, OF ANY MATERIAL N. METHOD N CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED, ^ BD, BOARD INSUL. INSULATION STORAGE SHED
PRESCRIBED HEREIN-WHOP! IT CAN BE SHOWN.AND THE AUTHORITY HAVING <.CLASS DOORS AND WINDOWS SHALL NOT ESE INSTALLED UNTIL PROPER
SPEGFIGATIDNS.AND 8E FAMILIARIZED YJ1TH THE PLANS PRIOR TO tNORK 11
JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED 2.ALL LUMBER IN CRAM SPACES TO BE 16"ABOVE SCRATCH COAT,MAINTAIN CLEARANCE5 ARE PROVIDED, BF BASE FLOOD ELEVATION INT. INTERIOR
A6ENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 6"MIN,FOUNDATION EXPOSURE,
GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3.ALL SLIDING CLASS DOORS,SKYLIGHTS,AND ANY CLASS UNIT INSTALLED BLDG. B(JILDING rK KIPS (1000 LBS)
GENERAL SHALL BE DEEMED TO CONFORM TO THE REOUIREMENTS OF THIS DOCUMENT 5,SILLS TO BE f.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO WITHIN 18"OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, 1820 The Long Way Ln East Marion N.Y. 11939
I,NO WORK TO START UNTIL APPROVED PLAINS ARE OBTAINED FROM THE UNLESS OTHERWISE NOTED.
APPLICABLE BUILDING DEPARTMENT, (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN A5 PROVIDE SILL 5EAL/IPL5)LFL ON,SIZE HT SILL TO BE(2) IN& UNLESS E 2'xb' BM BEAM MANU. 5PEC.'s MANUFACTURERS SPECIFICATIONS
GOUNGIL'S WOOD PRAMC CONSTRUCTION MANUAL AND THIS f'S PO!RMAT,A5 IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE £XISTIN6 STRUCTURE. 4•ALL CLASS UNITS SHALL BE INSTALLED IN!STRICT AGGORDANGE WITH
2, ALL CONSTRUCTION SHALL BE PERFORMEp IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK).
4,AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HAN6l:R5 BY 'TEGO"OR MANUFACTURERS SPECIFICATIONS. B.O. BOTTOM OF MAX, MAXIMUM
ALL DIMENSIONS,CONDITIONS,AND AwPLICAEBLE INFORMATION OF EXISTING 1, IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER EGAIAL,
STRUCTUIRE/SITE SHALL BE FIELD VERIFIED�'GENERAL CONTRACTOR. PREFABRICATED WOOD 1-JOt5T5,STRUCTURAL COMPOSITE LUMBER, 5.ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE BOT. BOTTOM MECH. MECHANICAL
PREFABRICATED WOOD TRUSSES,GYPSU HARDBOARD,AND STRUCTURAL 5.MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN IN ENERGY CONSERVATION CONSTRUCTION CODE.
3.ALL WORK SHALL CONFORM TO NATIONAL.,STATE,AND LOCAL CODES M, GS B.O.W. BOTTOM OF WALL MIN, MINIMUM
PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING FLOORS,ROOFS,AND WALLS.
AND AUTHORITIES kAVIN6 JURISDICTION. 6.PROVIDE FLA5HIN6 PANS UNDER ALL SLIDIING 6LA55 DOORS,WINDOWS,OR
RULES SPECIFIED IN I.I THROl16H 1 6. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHINt b"OF AN EXTERIOR SURFACE. G.J. CEILING J015T NAV088 NORTH AMERICAN VERTICAL DATUM OF 1155
4, ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6.DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS.AND BATH TUBS,
OF THE OWNER/BUILDER I.I.LUMBER- ALL WOOD MEMBERS USED FOR LOAD-BCARINS PURPOSES, U.O.N. 7, ALL EXTERIOR DOORS ARE TO BE yiEATF1EfRED STRIPPEp AND PROVIDE ALL COL. COLUMN NYC BC NEW YORK CITY BUILDING CODE
INGLUDIN6 END-JOINTED AND EDGE-6LUED LUMBER,SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR FRROPER FUNCTION OF SUCH UNITS.
BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 'i,ALL BEAMS,61RDERS,ETC.TO HAVE MIN,OF$-I/2"BEARING
5. ANY OMt551oN5 OR DISCREPANCIES OF PLLANS AND/OR JOB CONDITIONS GOUT, GONTItd0005 O.G. ON CENTER
SHALL BE CLARIFIED WITH THE ARCHITECT/EIN$IEER BEFORE PROCEEDING WHICH PARTICIPATES A D ACCREDITATION COMMITTEE
EE OR EOUIV SUCH AS THE 5.ALL CLASS 15 TO BE FREE OF SGRATGHES'R AND IMPERFECTIONS. CLASS �FtED AR
AMERICAN LUMBER STANDARDS GOMMITTGC OR EQUIVALENT-THE 8.MIN.HEADER TO BE(..) 2"xl0'UNLESS OTHERWISE NOTED. 'C C
WITH THE WORK, 45RADEMARK SHALL INCLUDE AN EASILY DISTIN6UISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. D$L. DOUBLE OCC. OGC J"ANGY �N E, NIC y�T
INSIGNIA OF THE 6RADIN6 A6ENGY WHICH COMPLIES WITH THE q-ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE tR H F
6,NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE REO'JIREMENTS OF U.S.DEPARTMENT OF COMMERCE P520-q4. P.T. a.ALL WINDOLNS TO BE ANDERSEN• IF GONTRAGTOR 15 TO 5tJB5TITUTE WITr+ DFE DESIGN FLOOD ELEVATION PEFE PRELIMINARY BASE FLOOD ELEVATION 4� �� O� 0
IINLE55 APPROVED BY THE ARCHITEGT/EN61M1EER. ANOTHER WINDOW MANUFACTURER,IT IS THE FRE-5PON5IBILITY OF THE
1.2.CLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10.ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACT''ERISTIGS OF THE WINDOW MATCH DIM. DIMENSION P. CONC. POURED CONCRETE Q O
7•CONTRACTOR TO VERIFY DIMENSIONS OF (FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE 6_ "_RZCN WIMIPOW SPECIFIED. THE N Z
THE PROVISIONS OF ANSI/ALTG A I qp,l STRUCTURAL GLUED LAMINATED ON PACE G-003.GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND
BEFORE THE START OF FRAMING CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DE516N PRE55URE, D.J. DECK JOISTS PL,
TIMBERS. fRCTOF AND 15 OF GDx GRADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS PLATE
CTOR,LIGHT AREA,VCNIT AREA,AND E6tRE5S ---• - •;
6.DRY WELLS AS REOUIQED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING ROUGH OPENING,U-FA OR DIFFERENT NAILING REOUIREMENTS WHEN �I .I
1.5.PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED APPLICABLE, REOUIREMENTS. EA. _ EACH PLYWD. PLYWOOD
q,DO NOT SCALE DRAWINGS,WRITTEN DIMEMSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10.WINDOWS IN TUB/S YVER ENCLOSURES ANLD WITHIN 5TAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED
STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING II.SUB FLOORING,GENERALLY,TO BE OF 5/4-THICKNESS AND OF COX GRADE, J` •E-
STRUCTURAL CAPACITIES OF PREFABRICATED WOOD 1-JOISTS,THIS NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND CLUED,U.O.N. TEMPERED 6LA55. O Q 4 42� Q
C TIF CATES,DER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT,THE 60VERNING BUILDING GORE AND ANY ADDITIONAL EQUIP. EQUIPMENT REO'D REOUIRED '`1 T ,10
CERTIFICATES,GERT,OF pGGUPAfJGY OR GO)MPLETION AND U.L.APPROVAL II,EXTERIOR GLAZING SHALL$E PROTECTED(FROM WINDHORNE DEBRIS, F
REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS CODE 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK'HOUSE WRAP OR OF N E�
EVALUATION REPORT. APPROVED EQUAL GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXI5TING Ri R15ER
11. THESE SET OF DRAKIN65 ARE THE PROPERTY OF ANTHONY PORTILLO,RA MISSILE TEST Of- ASTM Elggb AND ASTM Eit 8t*AS MODIFIED BY 2020 NYS BG
AND SHALL NOT BE ALTERED OR BE REPROtDUrED WITHOUT WRITTEN 1 4 STRUCTURAL COMPOSITE LUMBER. 51NCLE MEMBERS OR ASSEMBLIES 13.BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT SECTION'U01.2.1.2.1,6ARA6E DOOR GLAZED OPENING PROTECTION SHALL MEET EXT, EXTERIOR RM. -- ROOM
PERMISSION FROM THE ARGHCTEGT, USING STRUCTURAL COMPOSITE LUMBM SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. THE REQUIREMENTS OF AN APPROVED IMPACTr-RE515TANT STANDARD OR 11
ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/0ASMA 115. F.A.I• FRESH AIR INTAKE R.R. ROOF RAFTER
R THE BIBLEARCHI FORECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGZIMEN,THE 14.PROVIDE 'X'GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN 5PAN5
RESPONSIBLE FOR DESIGN INTENT ONLY, GOVERNING BUILDING CODE,AND ANY ADDITIONAL REOUIREMENT5 A5 EXCEED 8'-0'AND AT EVERY 8'-0'. 12-AS AN ALTERNATIVE TO NOTE sell ABOVE,IN(OOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL
13.THE CONTRACTOR SHALL OBTAIN GERtIF11GATE OF OCCUPANCY, SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT, A THICKNESS OF NOT LESS THAN I',- AND A SPAN OF NOT MORE THAN 6'SHALL --
I5.TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION,PANELS SHALL BE PRECUT AND FA.V. FRESH AIR VENT
14,THE CONTRACTOR SHALL KEEP PREMISESo REASONABLY GLEAN AT ALL S.V.
.5• _�SMART VENT
SONAB 1 PREFABRICATED WOOD TRU55E5, A5 G 5EMBLIES USIN PREFABRICATED 6-0Og• ATTACHED TO THE FRAMING G SURROUNDIN THEOPENING. PANELS SHALL BE i
TIMES.AT THE COMPLETION OF WORK,THE GYONTRSONABOTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE AT'TAC MENT HARDWARE PROVIDED A5 FF FINISHED FLOOR T$D TO BE DETERMINED
RU5515H,WASTE MATERIALS,TOOLS,ETC.,CLEAN 6LA55 AND LEAVE WORK 60VERNIN6 EUILDIN6 CODE,AND ANY ADDITIONAL REQUIREMENTS AS 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENII�SCHEDULE AS PER THE ANCHORAGE METHOD SELECTED IN A4GGORDANGE WITH TABLE
SET FORTH IN ANSt/TPL I NATIONAL DES16N STANDARD FOR METAL PLATE NECESSARY. RAI,2.l,., ATTACHMENT HARDWARE SHALL BCE PERMANENT FF ELEV, FIRST FLOOR ELEVATION TEMP GL. TEMPERED 6LA55
BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN DRAJNIN65, CORROSION-RESISTANT AND THE ANCHORS SMALL BE PERMANENTLY INSTALLED
15. THE CONTRACTOR SHALL CARRY WORKMiAN'S GOM"ENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT. I7.PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-005. ON THE BUILDING. F.J. -� FLOOR J0157-5 THK. THICK
LIABILITY INSURANCE, ALL SHALL COMPLY IWITH STATE AND LOCAL CODES 1.6.GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL lb, AT 'WET WALL"PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER GODS. FOUND. FOUNDATION T.O.H. TOP OF WALL
AND ORDINANCES, MEET THE PROVISIONS OF ASTM C56 SPECIFICATION FOR GYPSUM GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE, SUB PLUMBING
- I CONTRACTOR SHALL INSTALL WATER SUPPL"Y,DRAIN,WASTE,AND VENT(DWV) FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD
Ib,THE CONTRACTOR SHOULD FULLY 6UA T HIS WORK AND THE WORK OF WALLBOARD,ASTM G57 UMSHE FOR GYPSUM LATH,OR ASTM G74 FLOOR SHALL NEVER EXCEED A 16'SPAN. SYSTEMS TO NY5 PLUMBING GORE AND NYS MC RECALATION5.
THE SUB-CONTRACTORS FOR A PERIOD OFF ATL LEAST ONE YEAR AFTER SPECIFICATION FOR 6YPt.�UM SHEATHISPECIFICATION NG BOARD. --
COMPLETION OF PROJECT, A A7 ROUGH O -N5.5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. -� FRAME 7YP, TYPICAL
11.HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL
AS PER PAC[G003 2.PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXnRZ5.
I7, THE GONTRAGTOR SHALL INDEMNIFY AIV HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI55,4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED
ANSI/AHA AL55.6 HARDBOARD 51DIN6. 5.ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION
ARCHITEGT/ENSINEER,AND THEIR A6ENT5 AMID EMPLOYEES FROM AND 20. "P.T."SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AND AT BASE OF VERTICAL WASTE PIPES,
AGAINST ALL CLAIMS,DAMAGES,L05SE5 AMID EXPENSES, INCLUPIN6 ACCORDANCE w/AWP'A C22-WHERE DRILLING AND/OR CUTTING OCCURS,FIELD FTC. FOOTING VERT. VERTICAL
ATTORNEYS FEES ARISINS OUT OF OR RESUL-TINE FROM THE PERFORMANCE OF 1•6 STRUCTURAL PANELS: TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2`.IS COPPER 4,USE 4"CAST IRON THROUGH FOUNDATION IKdALL AND PITCHED AT I/8"PER
TH[ WORK PROVIDED THAT ANY SUCH CLAIMI,DAMAGE,LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING,OR SOAKINS UNTIL THE WOOD FOOT GYP, BD, 10YP5UM BOARD V,I,F, VERIFY IN FIELD
15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO I.D.I.PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T.LUMBER,
INJURY TO OR DESTRUCTION OF TANGIBLE FFROPERTY(OTHER THAN THE WORK MEET THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T.LUMBER g GENERAL TRAP A WASTE SIZES AS FOLL.OWS,UNLESS OTHERWISE NOTED, H.D. HOLD DOWN w/ WITH
ITSELF INCLUDING THE LOSS OR USE RESULT11N5 THEREFROM).(5) 15 CAUSED IN VOLUNTARY PROVI�T STANDARD I (PS 1)CONSTRUCTION AND MANUFACTURER SUCH AS: HAN6ERS,NAILS,SCREWS,FLASHING,ANCHOR BOLTS, ND-DISH WASHER................_.... 22"
WHOLE OR IN PART BY ANY NE&Lt6ENT ACT OR OMISSION OF THE INDUSTRIAL PLYWOOD,U.S.DEPARTMENT OF COMMERCE VOLUNTARY ETC.FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, -KITCHEN SINK.....................................2" HDR HEADER W7. WOOD
PRODUCT STANDARD 2(P52)PERFORMANCE STANDARD FOR ETC.ANY REFERENCES TO CCA ARE TO REPLACED WITH P-T.
GONTRAGTOR,ANY SUBCONTRACTOR,ANYONvE DIRECTLY OR INDIRECTLY - LAVATORY.,..•,,,,,,,,,,,,,,,,,,,,,,,•,.....,,.,,,,,,,..�"
EMPLOYED BY ANY OF THEM,OR ANYONE FOR HH05E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE HNCR HANGER ZR ZONING RESOLUTION
EVALUATION REPORTS. 21,LVL(LAMINATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING -` Oi ER/TUB......._______...............___25
BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A -TOILET......................._...............................33"
_.._.......................--................ HORIZONTAL
A.TRUSS JOIST Ma"LLIAN I.qE MIGROLAM HOR.
PARTY INDEMNIFIED HEREUNDER. - LAUNDRY .Z"
18.2.ORIENTED-STRAND BOARD(OSB),WAFERBOARD ORIENTED-STRAND B.6EOR51A PACIFIC,2.OE 6-P LAM - FLOOR
BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET PSL(PARALLEL STRAND LUMBER)DENOTES:
16.ALL MATERIALS,ASSEMBLIES,AND METHOD ,F AMIN CONSTRUCTION INGLUDIN6 THE PROVISIONS OF U.S, DEPARTMENT OF COMMERCE VOLUNTARY A.TRUSS JOIST WMILLIAN 2.OE PARALLAM
BUT NOT LIMITED TO FORM-WORK,BLOC -WORK,FRAMING,NAILING,PLACING 6.ALL SYSTEMS TO HAVE ONE`v" MAIN VENT!STACK AND INCREASED TO 4'
OF CONCRETE,ETC,ARE TO BE CAREFULLY!SUPERVISED BY THE CONTRACTOR PRODUCT STANDARD 2(P52)PERFORMANCE VOLUNTARY PRODUCT ALL TO BE INSTALLED AS PER MANU.SPECS THR0110H ROOF
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS OR
APPLICABLE CODES AND 60017 PRACTICE.IDEVIATION5 FROM THE DRAWINGS APPLICABLE CODE EVALUATION REPORT'S, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD 7 PROVIDE FR05T-PR OF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUIL-DIN6 CODE, DRAIN COCKS AS REOV.M05E BIBS SHALL BCE PROVIDED WITH BAGKFLOW
AUTHORIZATION OF THE ARCHITECT/E146IEER. I,S,S.PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S PROTECTION,
APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY CODE EVALUATION REPORT.
Iq, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE D.WASTE FROM CLOTHES WASHERS AND LAUNVRY TUBS ARE TO BE PROVIDED
NEEDED,UNLESS OTHERWISE SPECIFIED.ALL DIMENSIONS AND CONDITIONS EVALUATION REPORT. 25.NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL WITH BACK FLOW PROTECTION.
PERTAINING ARE TO BE FIELD VERIFIED, NOT BE:GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN.NOTCHES IN THE
1B 4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL q THE WATER SUPPLY AND SANITARY SYSTEMI SHALL COMPLY WITH LOCAL
20,CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF ANSI/AHA A1014.1 CELLULOSIC RAFTER DEPTH.WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT HEALTH DEPARTMENT STANDARDS AND RE&JLLATIONS.
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FIBERBOARD OR AST14 6206 STANDARD SPECIFICATION FOR EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED
CELLULOSIC FIBER INSULATING BOARD, IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 10.APPROVAL AND INSPECTION 15 REQUIRED MY LOCAL JURISDICTION PRIOR
21.ALL MATERIALS ARE TO BE INSTALLED ASS PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. TO CONGEALMENT OF PLUMBIN6.
SPECIFICATIONS,UNLESS NOTED OTHERWISE. 1 8.5,STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL 51DINO USED IN
STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 11.NOTCHING AND BORING OF STUDS,JOISTS.RRAFTERS AS PER BUILDING GODS.
22-PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF NO NOT0411146 AND BORING OF STRUCTURAL MEEMIMRS SHALL BE PERMITTED
(P5- 1),THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL THE STUD LENGTH SHALL NOT EXCEED 25%OF THE ACTUAL DEPTH- BORED NOR ANY POTENTIAL VAMACE THEREOF.
23,PLEASE"NOTE THAT THESE PLANS ARE PRROTEGTED A6AIN5T ANY REOUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 40%OF THE ACTUAL STUD DEPTH AND THE ED6E
UNAUTHORIZED USE UNDER FEDERAL LAW BY'THE ARCHITECTURAL WORKS REPORTS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE C06E OF THE STUD.
COPYRIOHT PROTECTION ACT OF IggO(AWCfPA),WHICH HAS WERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION,
2.2.FASTENERS AND CONNECTORS! ALL FASTENERS AND CONNECTORS SHALL MECHANICAL.FUEL 6A5,
CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 25. FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED.THE 1.MECHANICAL AND FUEL OAS 5Y5TEM5 SHALLL COMPLY m/THE
CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
1,ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1•BOLTS, BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 5 (ARE AND NOTES,AND TABLES ON PACE 6-005 4 6-004,THE FASTENING SGHEMLE NYS MECHANICAL CODE AND FUEL 6A5 COME
STATE BUILDING CODE,2020 NEW YORK 5T^TE RESIDENTIAL CODE,2020 HEX BOLTS AND SCREWS,(INCH SERIES)- SPECIFIES THE REOV NAILING FOR THE 5HEATHIN5(ANY NAILING
NEW YORK STATE PROPERTY MAINTENANCE+CODE,AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
2,2.2,LAC,SCREWS, LAO SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SCHEDULE),HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED FOUNDATION.CONCRETE,AND MASONRY
STATE ENERGY CONSERVATION CONSTRUGTItON GORE. ASME 5182.1 t 1ARE AND HEX BOLTS AND SCREWS(INCH SERIES). SHEARWALL SYSTEM(INSTALL A5 PER APPLICABLE DETAILS 4 MANU,SPEC.'S), 1•CONTRACTORS TO VERIFY ALL DIME-NSIOW OF EXISTING FOUNDATION A5 IT
2.REFERENCE 5TANDARD USED FOR ALL WOOD FRAMING.CONNECTIONS OF HOLDOWW LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. APPLIES TO THE NEW WORK BEING PIERFORASS AND SHALL COORDINATE THE
W00D FRAMING,AND CONNECTION TO FOLA�DATION- 2Of5 WOOD FRAME 2.2.3. TRUSS METAL CONVECTOR PLATES: TRUSS METAL CONNECTOR PLATES SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION( SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 26,COLUMN BEARING AS FOLLOWS, THE FIRST AND SECOND FLOORS ARE TAKEN I INTO ACCOUNT.
(AF4 PA)AMERICAN WOOD COUNCIL(ANC). STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, WOCV P05TIN6 TO BE BLOCKED SOLID TO FOUND.WALL H/END GRAIN, 2,ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN,(UNDISTURBED SOIL
THE 6OVERNIN6 BUILDING LADE,AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND,
5. ALL PLUMBING-NORK SHALL CONFORM TO THE_0O_O NEW YORK STATE AS SET FORTH IN THE MANUFAGTURER"5 CODE EVALUATION REPORTS. WALL w/STEEL SHIMS 4 A MIN. 5/4"OF NON-SHRINK GROUT, 3,SOIL TO HAVE MIN,BEARING CAPACITY OF°(1) TON/SO.FT„U.O.N,
PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS(4"LONG EXPAR51ON BOLTS O
2.2.4.METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST,WALLS 4 12" LONG HOOKED BOLTS a NEW FOUND, WALLS). FOR ANY 4.FOOTINGS TO REST A MIN-OF 4'-O"BELOM CRAVE,UNLESS
4, ALL MECHANICAL WORK SHALL CONFORMI TO THE 20.10 NEW YORK STATE 6A6E ARE SPECIFIED,MINIMUM ASTM A655,STRUCTURAL QUALITY, P05TINO O C.M.U.WALL SEE PLAN FOR REQUIRED REINFORCING(O MIN, tb" OTHERWISE NOTED
MECHANICAL CODE AND 2020 NEW YORK STI ATE FUEL 6A5 GORE. CRAVE 55 STEEL SHALL BE USED.OTHER METAL CONNECTORS SHALL YJ1 g USES SOLID BRICK MASONRY CENTERED o POSTING,U.O.NJ.
MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY HOWEVER WHEN COLUMN OR RICK 6 I5 PART EN THE LOAD PATH FOR USE TABLE R301.1 CLIMATIC d GEOGRAPHIC, DE510N CRITERIA
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 5.HALLS To BE POURED CONCRETE Of 512E SHOWN ON DRAWINGS,u.o.N. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
CODE,NFPA'10 AND 2020 NEW YORK STATIE ENERGY CONSERVATION CODE EVALUATION REPORTS. STANDARD 5HEARWALL HARDWARE(w/NOTED VALUES) 4 ANCHOR BOLTS, 6,NO BACK FILL SHALL BE PLACED A6AIN51r FOUNDATION WALLS GROUND SNOW LOAD 25 LBS
CONSTRUCTION CODE. 2.2.5.NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD UO.N,WITH TOP GAPS a STEEL COLUMNS TO BE MIN,W BENT PLATE 8'LONG UNTIL I'll TIER OF FRAMING 15 IN PLACE.
SPECIFICATION FOR DRIVEN FASTENER5: NAILS,SPIKES,AND STAPLES. w/6"RISE 4 w/(2)s/4,m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 STRUCTURAL MEMBER ALLOWABLE
1�NERAL WINO PROTECTION CONNECTION NOT'I'E5: BASIC WIND SPEED 150 MPH
SET b"DIST„U.O.N. -ADDITIONAL INFO. 15 FOUND ON PAGE 0-00.5. 7.FOOTIN05 TO BE POURED CONCRETE OF 511ZE SHOWN ON DRAWINEi5. DEFLECTION
ADAPTED FROM STANDARD FOR HURRICANE IRESSSTANT RESIDENTIAL 2.2.6•PNLUMATIG NAILS AND STAPLES: PNEUMATIC NAIL'S AND STAPLES
CONSTRUCTION;55TD 10-411 AND 2018 BBC.H1C6H WIND EDITION WOOD FRAME
SHALL MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDIN6 CODE 8. ALL OPENINOS FOR BEAM POCKETS,UTILITfIE5,ETC.TO BE FILLED RAFTERS HAVIN6 SLOPES 6REATER THEN 5/12 EXPOSURE CATEGORY $
AND ANY ADDITIONAL REQUIREMENT'S AS SET FORTH IN THE SOLID WITH CONCRETE. L/160
CONSTRUCTION MANUFAGTURER5 CODE EVALUATION REPORTS. WU NO FINISHED CEILING ATTACHED TO RAFTERS
I. A CONTINUOUS LOAD PATH BETWEEN FOO)TIN65.FOUNDATION WALLS, q,ANCHOR BOLTS SHALL BE IN ACCORDANCE:WITH PACE 6-003. SEISMIC DESIGN CATEGORY $
FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2,7,5CREW5, SCREWS SHALL COMPLY WITH ANSI/A5ME B lb.6.1 ASPHALT ROOFING 5HIN6LESS INTERIOR WALLS 4 PARTITIONS HA8,0
N WOOL75GREW5(INCH SERIES). 1.ALL SLOPED ROOFING 5HIN6LE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING 10.ALL CONCRETE TO HAVE AN ULTIMATE GOPMPRESSIVE STRENGTH AT 28 NEATHERIN5 SEVERE
2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT 5HIN64E5 OR APPROVED EQUAL DAYS OF 4p00 P,5.1„U.O.N.INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF 15-1 SHALL FLOORS 4 PLASTERED CEILIN65 L/560
BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2•SHINGLES SHALL BE APPLIED OVER 15s BUILDING FELT,UNLESS OTHERWfS-_ 11.GONG.SLABS TO REST ON MIN,OF b"FINE i64ZAVEL OR SAND WITH FR05T LINE DEPTH
NOTED, ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 6 MIL.POLYETHYLENE VAPOR BARRIER UNVEIR ALL OTHER STRUCTURAL MEMBERS L/240
S. METAL PLATES,GONN_ SCREWS,BOLTS NAILS EXPOSED MECHANICAL CONNECTIONS: AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TERMITE MODERATE TO HEAVY
DIRECTLY TO THE WEATHER OR SUBJECT'TO SALLTT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS.AND ROOF FLASHING GONDITION5. 12.COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING,
AREAS SHALL BE 5TAINLE55 STEEL 042 H(OT DIPPED GALVANIZED. 1, ALL MECHANICAL CONNECTIONS SPECIFIED AS 51MP5pN'MAY BE EXTERIOR WALLS W/PLASTER OR STIJ C.O FINISH H1.560
SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT, 5.PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 15.BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ICE BARRIER REQUIRED YES
4. WHERE WINDOWS AND DOORS INTERRUPT'WOOD STRUCTURAL PANEL CONSTRUCTION, (1)WALL TIE PER(5)SO, FT,
SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE 2 THE SUBSTITUTION SHALL MEET ALL.OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR MALLS- WIND LOADS WJ BRITTLE FINISHES L/24p
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS BY "SIMPSON"MANUFACTURER, 4,ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 14, FLASH JOINT AT BRICK L.EVGE AND PROVIVE WEEP HOLES,
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING, SPECIFICATIONS. MAX,52'-0'O,'_TO DIRECT ANY C.ONDEN5AVION TO THE EXTERIOR, EXTERIOR WALLS- WIND LOADS WFLEXIBLE FINISHES LA20
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPO51Nfi ✓• ALL LOADING CAPACITIES SHALL MATCH E Y P VALUES
WHERE COLLAR TIES OF I'xb'OR 2"x4" LUNi� R IS INDICATED IN *SIMPSON'PRODUCT LITERATURE. THERE MAY BE SEVERAL 5.NAILING OF ROOFING SHALL BE TO C (O
ODE. 15. APPLY(1)COAT OF TAR BASED WATERPROFIN6 TO EXTERIOR OF FOUND.
RAFTERS EXCEPT
LOCATED M UPPER WERE
OF ATTIC ES OF AND ATTACH TO EACH PAIR OF LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FROM FOOTING TO 2'ABOVE FINISH GRADE.RAFTERS. LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "51MP50N' 6.CORROSION RESISTANT 11 6ACE ROOFING NAILS AND 16 6A6E STAPLES ARE
PERMITTED 16.NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL DESIGN LOADS
6, UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING- 4, ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OF 40'F AND FALLING,UNLESS APPROVED BY R0HITEGT/EN5INEER-NO
7,PROVIDE(2)LAYERS OF 15k ASPHALT BUILDIN6 FELT UNVERLAYMENT FOR CONCRETE SHALL BE PLACED ON FROZEN 5U1R. AGE5. NO. Issue Issued to
7- FLOOR TO FLOOR HOLD-DOWNS TO BE PRROVIDED EVERY 4b' AND EVERY 5• INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 2-.12 PITCHES TO 4:12 PITCHES
16"WITHIN W OF EXTERIOR CORNERS, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 11, NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY USE LIVE LOAD DEAD LOAD
8.ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ARCHITECT/EN61NELER,
6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER THE SEALANT TO UPLIFT FORGES U51N6 ASTM V 6�561. The Long Way Propose Storage Shed
6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 16.PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND EXTERIOR BALCONIES 40 pot 15 pot
TO THE FOUNDATION WITH ANCHOR BOLTa HAVING A MIN,BOLT DIAMETER WHERE EVER APPLICABLE.
OF g'AND 5N5'x�"WASHERS. A MINIMUM[OF ONE ANCHOR BOLT SHALL BE 7, VARIATIONS IN CONNECTOR GONFIFAURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf
PROVIDED WITHIN 6 TO 12 INCHES OF EA<GH END OF EACH PLATE. ANCHOR ARCHITECT Iq.UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A Scale Date Drawn By
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF"i" IN CONCRETE/MASONRY MIN, 10"DEEP PROJECTING,6"ON EACH SIDE,OF THE FOUNDATION WALL. PA55AN6ER VEHICLE GARAGES 5p f A5 PER PLAN 3/2/2026 FR
FOUNDATION5.ANCHORBE BOLTS SHALL `. LOCATED WITHIN 12'OR CORNERS 6• ALL CONNECTORS SPECIFIED AS A `SIM'SON'TOP MOUNTED BEAM GYPSUM WALL BOARD PROVIDE TWO S4 DEFORMED BARS CONTINJOUS IN THE FOOTING-ALL 4" THICK In
AND AT SPACING NOT ExCEEDINS WON:CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1,GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONCRETE SLA55 TO HAVE bxb IOAO WELDED WIRE REINFORCING.
BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPOUND METHOD. ATTICS WITHOUT STORAGE(MAX CLEAR HOT<42") 10 PSI 15 psf
£LE(:rTRIGAL, 20. FOR SECOND STORY ADDITIONS,EXIST,FiOUNDATIONS ARE TO BE VERIFIED
t,ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. ALL GYPS UM BOARD SHALL BE 1/2'ON WALLS AND CEILING,UNLESS AS IN SOLID 4 SOUND CONDITION WITH AN EXIIST. FOOTING OF MIN. 16"WIDE x 8"
TO 2017 NATIONAL ELECTRIC,GODS,NFPA 70 AND 2020 NEW YORK STATE
OTHERWISE NOTED. WATER RESISTANT(WLR) AT BATHROOMS AND WHERE DEEP 4 5'-0"BELOW 6RADE. ATTIC-5 WITH STORAGE(MAX CLEAR HCT>42') 20 psf 15 PS?TOWARD
WARM
SIDE. The Long Way Residence
ENERGY CONSERVATION CONSTRUCTION C.O>✓TE. DEEMED APPLICABLE-
IhtStJLATION ROOMS OTHER THAN SLEEPING ROOMS 40 p54 IS psf
2.CONTRACTOR WILL FURNISH A FIRE UPOMWRITERB CERTIFICATE UPON S.5M8%ONE HOUR RATED,TYPE 'X'6YP5UMf BOARD ON CEILING AND WALLS
COMPLETION OF WORK. I,ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL PAGED (AHERE APPLICABLE)AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 517E WORK
FIBERGLASS BAIT A BY MANVILLE OR APPtOVED EQUAL. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 1.STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS so Psf 15 psf
POLL TO BE PLACED T TO 1820 The Long Way Ln East Marlon N.Y. 11939
5.SMOKE DETECTORS,IN CONFORMANCE WITrH NFPA 72, . EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WQOD FRAME, INSTALL U
2.VERIFY AIJ.GIVEN DATA ON DRAWINGS. IIF THERE 15 A D15GREPANGY,
-6ENERALLY,VERIFY OR PROVIDE HAfRD WIRED 2.PROVIDE 2'R-10 R16ID FOAM INSULATION FOR EXTERIOR FOUNDATION GONGRETE PANELS OF 5/6'THICKNESS MINIMUM. RECEIVE CLARIFICATION FROM ARGHITECT/EMIEINEER PRIOR TO PROCEEDING. STAIRS 40 PSI 15 PSf
SMOKE DETECTORS ri/BATTERY BACK-UP IN: WALLS FROM 6"BELOW 6RADE TO 24"BELOW GRADE IF DESIRED BY 4. FINISH JOINTS J-BEADS,NAIL DIMPLES,CORNERS,AND EDGES SHALL BE
CONTRACTOR OR ONNER.
A. EACH SLEEPING ROOM FOUNDATION WATERPROOFIN6 CARE SHOULD BE TAKEN NOT TO DAMAGE TAPED AND RECEIVE THREE GOATS OF JOINT GOP4POlUND. ALLOW 24 HOURS STOCKPILE TOPSOIL OBTAINED ROM STRIPPHORK.EXCAVATE AND BACK FILL F
DRIVEWADY AND BUILDING GUARDRAILS AND HANDRAILS 200 psf 15 pst GENERAL
TO DRY BETWEEN GOATS. FINAL GOAT TO BE:SANDED SMOOTH, SITE. STOCKPILE ALL EXCAVATED MATERIALS.
B.OUTSIDE OF EACH SEPARATE SLE`IPIN6 5.6ENERALLY,UNLESS NOTED OTHERWISE,INSULATE AS FOLLOWS+ 12 pet FOR ATTIC
AREA IN THE IMMEDIATE VICINITY OF -g"R-50 FOR FLAT CEILINGS 5.METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4,EW AND EXISTING BACK FILL MATERIAL ACRE TO BE FREE OF WEEDS,TREE ROOF LOADING(LIVE ■ GROUND SNOW LOAD) 25 PSI` 15 pet FOR LATH,
THE BL"DROOMr (GENERALLY THE HALLLWAY) ALL OFENIN65' NOTES
-8.25"R-PIG FOR VAULTED AND CATHEDRAL GEILIN65 ROOTS,ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
-5,5"R-I5 FOR 2"x4'WALL CONSTRICTION FOR BACK FILL MATERIAL 5HALL BE REMOVED FROM SITE,
G.EVERY LEVEL OF DWELLING b.FASTEN 6YP5lJM BOARD AS PER FA5TEN1N6 SCHEDULE ON PAGE 6-003.
-5.25'R-21 FOR 2"x6'WALL CONSTRUCTION 'ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
(BASMENT,FIRST FLOOR, 4 SECOND FILOOR,ETC)
-5.25'R-21 FOR FLOORS S.PROTECT TREES WITHIN EIGHT FEET OF THE:BUILDING. ASGE 7-10(MINIMUM DE516N LOADS FOR SUILDIN65 AND OTHER STRUCTURES)
Dwg. no.
A - 002
PROPOSED
HOLDONN DETAILS T'rF 1 GAL NA I L I NO/STRAi=F I NO REGU I RDMENTS FOR
FASTENING SCHEDULE A STORAGE SHED
ALL HARDWARE TO BE INSTALLED AS PER MANU.SPEG.'s;MANUFACTURER Ui�L I FT, SHEAR, � LATERAL 1�1 I ND RCS I ST/�NGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS
SUIBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS,
**ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON"' EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS)
ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 1820 The Long Way Ln, East Marion N.Y. 11939
USE IOd NAILS IF STRAPPING IS OVER PLYHOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1)
HOLDOWN 'A' HOLDOM 'B' L::j�:�DE15C�_RIPT�ION �� FASTENER SPEC. FASTENER
CONNECTION A NA I L I NO OR I D AND QUANTITY SPACING
FOFOUNDATIONST � ROOF GE I L I NO FRAM I NO
I.DIM's ARE ALL MIN.M's BASED ON USE OF ONLY A Ibd
ENDWALL COMMON NAIL w/o PREBORED HOLES.
ENDWALL RAFTER TO TOP PLATE(TOE-NAIL) SEE PAGE 6-003 PER RAFTER
(5)2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE 41 O 2^ 2.MOOD 15 A55UMED TO BE DP,•2 4 BTR.IN DRY USE
HEIGHT STUD HEIGHT STUD NNECTED TO R.R. 2• SERVICE
CORNER ESTUDDT TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST
NNEGTED TO S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL �REO A R
TRANSFER SHEAR "51MPSON"HDQB * �Y � • � � (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-005 EACH LAP ��� � E° N(c Cy/�
HOEDOWN ANCHOR 0 2-Ibd COMMON FOR STRAP - 3 8 d COMMON ., . . . HOLES,SET NEW MEMBER.
2-I6d COMMON NAILS® 6"O.G. 4 NAILS ® EA. END OF STRAP. ' . • . • . c� �S'
LOCATIONS NOTED 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED �(/ � (�
NAILS® b" O.G. 4 ON PLANS 10" O.G. IF BLOCKED • • • • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-Ibd COMMON EACH LAP Q �-
o"O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH �• 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO V
G.J. G.TIES CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A-10-ANGLE,SEE GRAPHIC BELOW) COLLAR TIE TO RAFTER(FACE-NAIL) SEE PACE 6-003 PER TIE N - Z
USE 4 8 d COMMON NAILS
"SIMPSON"AN HDQB 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY ;
HOEDOWN ANCHOR® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER(TOE-NAIL) 2-Sd COMMON EACH END
5E-GTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE t1
LOCATIONS NOTED ° ° SLOPES OF 5:12 AND GREATER. cR 4-1.
ON PLANS a RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END �n4
° CONNECTION BI 4 B2 WA R T£044a23 -40��
AT RAFTER TO TOP PLATE TO STUD LL F AMINO OF N EVJ
HOLDOWN INSTALLATION OPTIONS: • CONNECTION:
FOR STRAP - 5 5 d iICOMMON NAILS ® B2 TOP PLATE TO TOP PLATE(FADE-NAIL) 2-Ibd COMMON I PER FOOT
FOR NEW P.GONG.FOUND.'s _
HOEDOWN CAST IN PLACE w/T/8"m THREADED ROD ° °� • EA. END OF STRAP: • • TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE
FOR EXIST P GONG OR NEWLY CURBED FOUND.'s . . Notsm
WHEN IN TOWN OF ISL'.IP OR NAILING I •
'1/b"O THREADED ROD(PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN
CONCRETE w/"SIMPSON"SET(HIGH STRENGTH EPDXY B
MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD(PAGE-NAIL) 2-I6d COMMON 24" O.G.
ADHESIVE), 4 FOR TEMP.'S 0°17-40°17-USE"SIMPSON" AT 1 51MP50N # H2A (OR EQUAL) RAFTER TIE
(HIGH STRENGTH ACRYLIC ADHESIVE) HEADER To HEADER(FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES
• FOR TOENAILIN6 - 3 8 d COMMON NAILS
FOR EXIST./NEW G.M.U.(GONG.BLOCK) •
FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN USE SAME CONNECTION • FOR G.J. TO R.R. - cI 16d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL 2-Ibd COMMON PER STUD
w/-I/8"m THREADED ROD REQUIREMENTS,FOR ' BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
RAI5ED C.J.b(WHEN AT G.J. TO G.J. CONNECTION: ENDJ015T,or BLOCKING(FACE-NAIL) 2-I6d COMMON I2 PER FOOT
PL APICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW
HOLDO)WN 'G' HOLDOWN 'D' _2 _h6_d COMMON NAIL.S FOR G.J. TO G.J. - 16d COMMON NAILS FLOOR FRAMING
FOR NEEW 4 EXIST. FOR NEWLY POURED CONNECTION GI 4 C2 • JOIST TO SILL,TOP PLATE or GIRDER(TOE-NAIL) 4-Sd COMMON PER JOIST
FOUNIDATIONS \ FOUNDATION® ONE STORY ONLY
(3)2x FULL ENDWALL
BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END
HEIGHT STUD CORNER STUD
OIN _CTED TO
TRANSFER SHEAR BLOCKING TO JOIST(TOE-NAIL) 2-Sd COMMON EACH END
"SIMPSON" HDQB ° AT STUD TO FLOOR A55EMBLY
HOEDOWN ANCHOR 2-I6d COMMON (j E)IGF}T FULL
; G2 TO STUD CONNECTION: BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK
LOCATIONS NOTED NAILS o M O.G. 4 ! °
TOP PLATE (TOE-NAIL)
ON PLANS O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM(FACE-NAIL) 3-I6d COMMON EACH J015T
CORNER POST NAILS ® EA. END OF STRAP
° JOIST ON LEDGER TO BEAM(TOE-NAIL) 3-&d COMMON PER JOIST
I .
1' FOR EA. PLATE TO STUD ABOVE 4 OR
NAILS 0 "O. ° I BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST(END-NAIL) 3-I6d COMMON PER JOIST
BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT
° a
ROOF SHEATHING
STRUCTURAL PANELS:
SOLID° I ^ INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD
a 'SIMPSON"5 DI4RJ CONNECTION DI D2 BOOKING PERIMETER EDGE ZONE ° 8d COMMON b" EDGE /6" FIELD
HOLDOWN INSTALLATION OPTIONS: •EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G.
FOR NEW P.GONG.FOUND.'s UP TO q" RAKE OVERHANG
HOEDOWN CAST IN PLACE w/'T/f3"m THREADED ROD •
OR EXIST P GONG OR NEWLY GURiRED FOUN1225 AT STUD TO FLOOR A55EMBLY TO SILL GEILING 5HEATHINO
-1/8"O THREADED ROD(PRE-DRI.ILLED)EMBEDDED 12" INTO PLATE(S) GONNEGTIODN: 02
CONCRETE w/"SIMPSON"SET(HId6H STRENGTH EPDXY 1/2"MIN._- _r- -= ;
ADHESIVE), 4 FOR TEMP.'S O°F-•40°F USE 'SIMPSON"AT FROM GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD
ADHE _ CORNER- FOR STRAP - 3 8 del COMMON NAILS 0 EA.
(HIGH STRENGTH ACRYLIC ADHE'
ONE#4 RE • END OF STRAP (WRAP STPtAP UNDER SILL PL)
FOR EXIST /NEW C.M.U.(GONG BLOCK) SPECIFIED O I ° WALL SHEATHING
TYP.FOUND.NOTE •
FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW -
w/1/5"0 THREADED ROD _2_ _16_ d COMMON NAWLS
STRUCTURAL PANELS Sd COMMON 6" EDGE/ 12" FIELD
a ° ALTERNATE CONFIOURATIOON- ABOVE STUD TO COOLERSw/ GYPSUM WALLBOARD 5d COOLERS T' EDGE/ 10" FIELD
FLOOR CONNECTION w/# LPT4 SIMPSONSTRAP ('3)(OR 8d NAILS O EA.END
NA I L I NO/ST'RAFF I NO @ Val I NDOW/DOOR HEAF)ER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO 561LL PLATES EA E.
STRAP TO
EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR)
' ALTERNATE USE
SIMPSON H23A)
NOTATION:
A-NUMBER OF bd NAILS o EA.END OF STRAPPING(2016 WFGM,TABLE 51,P. 159) GONNEGTI ON E STRUCTURAL PANELS:
B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(2015 WFGM,TABLE 5.25B,P.2ql) i" or LESS: Sd COMMON 6" EDGE / 12" FIELD
C-NUMBER OF FULL HEIGHT KING STUDS a EA.SIDE OF HEADER(2016 WFGM,TABLE 5.25C,P.2,12; . GREATER THAN I": 10d COMMON 6" EDGE / 12" FIELD
ALTERNATE AS PER TABLE 5.25D,P.2q5)
D-NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA.SIDE ' I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE PANEL EDGE.
A D (201&WFGM,TABLE 5.71,P.Iaq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING 15 REDUCED.
E-NUMBER OF JACK STUDS a EA.END OF HEADER(2015 WFGM,TABLE 5.22F,P.266) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER
G F -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S)0 EA.SIDE ° .
SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR
(DOES NOT APPLY TO DOORS)(2015 WFGM,TABLE 5b,P. I'll) a ° ,4 - SLAB ON'', GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH.
° a a-a-_ 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF
B E ° FOR STRAP'- 3 ad*GOMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT.
END OF 51fl�AP (WRAP STRAP UNDER SILL PLa s - FOR ROOF SHEATHING WITHIN 4'OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'ON EACH
FASTENING 5CHEDULE BUSED.
of THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE
F ROUGH OPE:NIN6 FRAMING REQUIREMENTS FOR WINOOW/DOOR OPENIN65 FOR EA.PL-ATE TO STUD ABOVE 4 OR BELOW - USED.
(IN ACCORDANCE WITH WOOD FRAME GONSTRUGTION MANUAL 200 EDITION)
_2_ _16_.d COMMON NAILS
A NOTATION
ROUGH A B G D E F G
OPN6
2'-0" 2 I I I i
ICING STU
4'-0" 4 1 2 2 2 2 SPL I I NO ® - ®FL�tT GABLE ENDWALL
* - BRACING/STRAPPING
PROVIDE (2) 2"xlo" HDR(MIN.) U.O.N.. b'-0" 5 I 3 3 3 3
(B) - REQUIRES SILL PLATES OF 2"xb" ((MIN) G41'�'FLE STUI?
TOP PLATE BLOCKING 2 FOR RAKES O OR
4 4 4 }- SPLICE } BAYS BACK• LING PROVIDE
TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLLIGE REQUIREMENTS BLOCKING* 12"o.c.
LENGTH FOR WIND - EXPOSURES B4C - FOR WIND -EXPOSURES B4C - 4'-O"O.C. TO ACHEIVE RAKE O.H. HEADER -
ALL OTHER GASES ONE STORY:SLAB ON GRADE ROOF
h 1 N •: +
BUILDING MINIMUM SPLIGE'2a` BUILDING MINIMUM 5PLIGE'"'4 � �
DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) j
K STV05
TYP.STRAP w/(3)
bd NAILS EA.END
OF EA.STRAP No. Issue Issued to
12'-0" 2'-O"/2'-b" 12'-O" 3'-O" ' 1
ANIGHOR SOLT Si=EO 1 F 1 GATI ONS lb.-O.. 3-O"/3'-q" Ib'-O" 4'-0" ATTIC
The Long Way Proposed Storage Shed
BLOCKING 2 BAYS TYPICAL HEAVER CONNECTION
6"-12 SPECIFICATION (2015 WFGM TABLES 3.2A d 5.25, P. 15-1-160) BACK O 4'-O"O.G.
CORNER gq"— :24'-0" 4'-0"/5'-0" 24'-0" 6'-O" Scale Date Drawn By
CONDITION I I FOR ALL STRUCTURES:
• 5/a"cD ANCHOR BOLTS ® 3,g O.G. 28'-O" 5'-O"/b'-3" 28'-O" -1'-O" 3/2/2026 FR
• 32'-O" b'-O"/T'-b" 32'-0" SECOND FLOOR
-r'-o°/a'-q° 36'-0° q'-o° I M _ � The Long J Way Residence
NOTES: i.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-0° RA�,r.�1�.
CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE
I. MIN. 1" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL 5PACING SHALL BE REDUCED IN ORDER TO 40'-0" 5'-O"/10'-0" 40'-0" II'-O° BLOCKING 2 BAYS
• PROVIDE AN EQUIVALENT NUMBER OF NAILS .
END w/3' SQUARE WASHERS AND END NUT SETUP;
BACK O 4'-0"O.G.
CONDITION IN EXPOSURE B 1820 The Long Way Ln, East Marion N.Y. 11939
15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-b" 50'-O" 13'-O" TYP.STRAP w/(3)
TOP TWO COURSES SOLID 6d NAILS EA.END
5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 121-01/15'-0" b0'-O" I6-0" OF EA.STRAP
2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT
LATERAL LOADS SHALL A MULTIPLIED L H/8; FIRST FLOOR T°P GENERAL
PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" 14'-0" 70'-O" -
3. ANCHOR BOLTS ARE TO BE BETWEEN 6"4 12" (ADDITIONALLY,NOTED MIN. Ic�D�o THE NEAREST
OOT): &0'-0" I6'-0" 80'-0"
FROM ENDS AND CORNERS (TWO 6 CORNERS) V WALL-1.125
(SEE DIAGRAM TO LEFT) IO'WALL-1.25 BLOCKING 2 BAYS JNALL STUDII'WALL-1-15-15 THIS COLUMN w/MULTIPLIER BACK o 4'-0"O.G.
4. COORDINATE N/ HOLDOWN LOCATIONS 12'WALL-IS FOR 10'-O"WALL NOTES
4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL
Dwg. no.
ALTERNATIVE RAFTER TO WALL STUD C.ONNEGTICM �
12'-0"
PROPOSED
[ fill 11 IIIIIIIII I Jill
STORAGE SHED
] fill IIIIII
1820 The Long Way Ln, East Marion N.Y. 11939
4
CV
12" 12"
8" 8"f — — 18" ROOF ASSEMBLY:
NEW ASPHALT SHINGLES
NEW#15 ASPHALT FLET
NEW YZ'PLYWOOD
NEW 2X6 RAFTERS @ 16"O.C. ,�rcRED 'ARC
2X4 COLLAR TIE �O\y� E.NIC�,O
0 0 SLOPE 1/8" 0 4 Q� 1s,0
io inIIIIII Jill
N Z
QY
N
0444S" �OQ�-
00 WALL ASSEMBLY: OF NE`!I
°� NEW 2X4 STUDS @ 16 O.0
o �-�'� oo °Q NEW Yz"PLYWOOD SHEATHING
Q Q �` NEW VINYL SIDING W/MOISTURE
a a BARRIER
III fill
C?
N 4"CONCRETE SLAB TO HAVE W2 ASHERSR BOLT W/3X3 SQUARE PLATE
@ 36"&2X4 P.T.SILL PLATE
A MINIMUM PITCH OF%" W/SILL SEALER
W/6X6-10/10 WELDED WIRE MESH
01 ® SLOPE 1/8"
2-#4 REBAR CONTINUES TOP&
ba BOTTOM
--------- -------- -
-
- N
9„ 9" 9" 9° ROOF 12" MIN. 12"MIN. CONCRETE SLAB:4"THICK,4000 PSI CONCRETE WITH
12'-0" NEW ASPHAILTS HINGLES AIR ENTRAINMENT(5-7%)FOR FREEZE-THAW
RESISTANCE.
NEW#15 ASPHALT FLET OVER 6-MIL POLYETHYLENE VAPOR BARRIER
NEW Y2'PLYWOG)D 4"MINIMUM COMPACTED CRUSHED STONE C/4')OVER
NEW 2X6 RAFTERS @ 16"O.C. UNDISTURBED OR COMPACTED SOIL.
FLOOR PLAN ROOF PLAN SECTION A-A
SCALE:XS NOTED SCALE:AS NOTED SCALE:AS NOTED
12" 12"
g � —18" ROOF ASSEMBLY: ROOF ASSEMBLY:
------ NEW ASPHALT SHINGLES NEW ASPHALT SHINGLES
NEW#15 ASPHALT FLET NEW#15 ASPHALT FLET
NEW Y2"PLYWOOD NEW Y2"PLYWOOD
NEW 2X6 RAFTERS @ 16"O.C. NEW 2X6 RAFTERS @ 16"O.C.
WALL ASSEMBLY: ___...____. _--_-.-- - ._-.. WALL ASSEMBLY:
{ NEW 2X4 STUDS @ 16 O.0
__._.__.. __ __ .. NEW 2X4 STUDS @ 16 O.0
- NEW Y2"PLYWOOD SHEATHING - - - NEW Y2"PLYWOOD SHEATHING
NEW VINYL SIDING W/MOISTURE NEW VINYL SIDING W/MOISTURE
BARRIER BARRIER
-- - -._.
FRONT ELEVATION LEFT ELEVATION
SCALE:AkS NOTED SCALE:AS NOTED
12" 12"
8"� -- --- — 18„ ROOF ASSEMBLY: ROOF ASSEMBLY:
---- - - NEW ASPHALT SHINGLES NEW ASPHALT SHINGLES
NEW#15 ASPHALT FLET NEW#15 ASPHALT FLET No. Issue Issued to
-- NEW Y2'PLYWOOD NEW Y2"PLYWOOD
NEW 2X6 RAFTERS @ 16"O.C. NEW 2X6 RAFTERS @ 16"O.C. The Long 'Way Proposed Storage Shed
3/8" = V-0" 3/2/2026 FR
TheLong Way Residence
- -- - - - WALL ASSEMBLY: - -- WALL ASSEMBLY:
NEW 2X4 STUDS @ 16 O.0 - NEW 2X4 STUDS @ 16 O.0
-- - ---------------- ---- -- ------ - -- NEW Y2"PLYWOOD SHEATHING
_ 1820 The Long Way Ln, East Marion N.Y. 11939
- - - - -- - NEW%"PLYWOOD SHEATHING
-.____---------------_ .._.._ - NEW VINYL SIDING W/MOISTURE __.-._-_-- ---.----_-_.._.___--_ -_-.- ___.--. -. . - _- .. _ _ .. ..__. -. NEW VINYL SIDING W/MOISTURE
- BARRIER -- -._. - - - - -. BARRIER
PROPOSED STORAGE
SHED
Dwg. no.
REAR ELEVATION RIGHT ELEVATION A - 100
SCALE :A\S NOTED SCALE :AS NOTED