HomeMy WebLinkAbout1000-137.-4-36 OFFICE LOCATION: ®� S® MAILING ADDRESS:
Town Hall Annex '` ® P.O. Box 1179
54375 State Route 25 [ Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold, NY 11971 ® Telephone: 631765-1938
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: May 16, 2023
Re: LWRP Coastal Consistency Review for DIANNE MYERS
SCTM# 1000-137-4-36
Anthony Sannino on behalf of DIANNE MYERS requests a Wetland Permit to demolish existing
one-story dwelling with existing 1,224sq.ft. foundation to remain; construct new one-story, single
family dwelling on existing.foundation with a 12'x14'9" one-story addition onto the north west corner
and a 175sq.ft. one-story addition to the west for a 1,416sq.ft. total new dwelling; construct a
319sq.ft. seaward side deck; construct a +/-4'x6'4" basement emergency access area; and for the
existing +/-4'x4' outdoor shower. Located: 1705 Fleetwood Road, Cutchogue. SCTM# 1000-137-4-
36.
1. A sanitary system is not shown on the plan. Where is it located? Will the Board require
an upgrade?
2. The structure is outside of a mapped flood zone.
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with
the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: The Honorable Lori M. Hulse, Attorney
RE
ED
Town of Southold �- � .. - "y
LWRP CONSISTENCY ASSESSMENT FORM MAY O 9 2023
5oucriola Mown
A. INSTRUCTIONS Planning Board
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
1 If any question in Section C on this form is answered "yes" or"no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall not be undertaken.
A copy of the LWRP is available in the following places:online at the Town of Southold's
website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 137 -04 _036.000
PROJECT NAME Myers Residence
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g.capital ❑
construction,planning activity,agency regulation,land iransaction) ❑
(b) Financial assistance(e.g.grant,loan,subsidy)
(c) Permit, approval, license,certification: ❑
Nature and extent of action:
Location of action: 1705 Fleewood Cutchogue,NY 11935
Site acreage:_ E
Present land use: Residential
Present zoning classification: tr
om.qZ?
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Anthony Sannino
(b) Mailing address: 7490 Alvahs La cutchogue NY
(c) Telephone number: 631 767 1751
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No If yes,which state or federal agency?
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No Fv—] Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No Z Not Applicable
Attach additional sheets if necessary _
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No ❑✓ Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
❑ Yes ❑ No Not Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No ❑✓ Not Applicable
Attach ad itional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
❑ Yes ❑No Not Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑No FV] Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑Yes ❑ No Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria. n
❑ Ye� No❑✓ Not Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III–Policies; Pages 47 through 56 for evaluation criteria.
❑Yes ❑ No Z Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III–Policies; Pages 57 through 62 for evaluation criteria.
❑Yes ❑ No❑✓ Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III–Policies; Pages
62 through 65 for evaluation criteria.
❑Yes ❑ No Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III–Policies; Pages 65 through 68 for evaluation criteria.
❑Yes ❑ No❑✓ Not Applicable
PREPARED BY/` "j4o� _TITLE „meg— __ DATE4*,:z�15
r�o�s
0 15 30 45 1.FIELD WORK WAS CONDUCTED NOVEMBER,2022 BY ISLANDWIDE ENGINEERING& LANDSURVEYING DPC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND.
METERS 2.PROAS
PERTY LINES ARE BED UPON DEED FILED WITH THE SUFFOLK COUNTY CLERK IN
LIBER 11621-PAGE 187&CUENT PROVIDED SURVEY.
FEET 3.UNDERGROUND UTILITY LINES ARE NOT SHOWN.PRIOR TO CONSTRUCTION THE
CONTRACTOR SHALL CALL'DIG SAFELY NEW YORK'AT 811 AND HAVE ALL UTILITY
LOCATIONS MARKED ON THE GROUND.
0 30 60 90 120 4.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88)AS
COMPUTED FROM GPS OBSERVATIONS CONDUCTED BY ISIANDWIDE ENGINEERING&LAND
m
SURVEYING
GRAPHIC SCALE 1" = 30' SUFFOLK
DCC.
C7 5.SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000-SECTION 137.00-BLOCK
D4.00-TAIL LOT D38.000.
S.BUILDING DES SHOWN REFER TO THE SIDING OF THE STRUCTURE AND ARE SHOWN FOR
INFORMATIONAL PURPOSES ONLY.THEY SHOULD NOT BE USED TO SET FENCES,WALLS,
PROPERTY CORNERS.ETC.
7.Unauthorized alteration or addition to this survey Ie a Nolatlon of section 7209,
subdivision 2,of the New York State Education Law.Copies of this survey map not
bearing the land surveyors Inked or embossed seal shall not be considered to be a valid
copy
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SECTION 137-BLOCK 4-TAX LOT 35
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N/F MARY SCHWARTZ (REVOCABLE GRANTOR TRUST
LIBER 13134-PAGE 921
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LAND S� TELE:(631)-820-0296
DATE: TOPOGRAPHIC/BOUNDARY SURVEY SHEET NO.
NOVEMBER 19,2022 1 OF 1
SECTION 137-BLOCK 4-TAX LOT 36 pROJ.NO.
JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DRAWN BY:H.J. #1705 FLEETWOOD ROAD 22036
CHK BY:J.H. TOWN OF SOUTHOLD CAD FILE:
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GENERAL NOTES: Table 3.1 Mailing Schedule Table 3.9A Rafter/Ceffin 9 Joist Heel Joint Connection Requirements HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL ® 16" ON CENTER )
(Prescriptive AftematNe to Table 3.9)
1. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE 2020 NEW YORK STATE NuanbnNaier of Numbest
RESIDENTIAL BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS. �^t�'Pt'°^ CanMlOArta3s 110.W,111 PlaaSpaarsg RoofLihreLaad _ Graunsl5rrrnvl-coil _ BEAM AND RIDGE NOTE: BEAM AND
2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES. R170FtIRAfdrNG 20 psi 30psf 50psf 7ppsf STRAP �" 16" MIN. USE EACH
PSON"RAFTER
C 6" COIL STRAP .�-STRAP
3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR COMMENCING
Rafterto Top Plate(Toe-rrailedl tseeTable 3AA1 (see Table SAA) perrafber Real Span(H) T EACH RAFTER 16" O.C. SEE 16" MIN.
CeihngfaasitbTapPlate[Tae-nailed) {see Table I") (seeTWe3.4.4) perjauC TABLE 6A FOR CONNECTION
12 24 3E 12 24 36 12 24 36 12 24 3fi �' ° REQUIREMENTS °
CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF Ceiling foist toPa.arletRafter(F«e-Wooed} {see7strk3s4s (sea 7a5re39A} ead�ap ��
CONFLICTS. Ceding foist taps over Partitions(Fate-na3ed) (see Table 31A) (see Table 39,11 ead+lap Rafter
° t
tdtar TK to Balmer(Faoe�raBed� (see Table 3.6) (see Table 3-M pertie ' �oPe Required Number of It d Corrrrton ar 40d Box Nails per Heel faint Conrhe,etiorw*.t..s.4s �6 0 CO ° o
4. ALL CONCRETE SHALL BE MINIMUM Fc= 3,000 PSI STRENGTH AT 28 DAY TEST. Spacing(fn}
clocking to Rafter(Toe-bw" 2-8d 2-10d each end '• °
(NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM Fc= 3,500 PSI STRENGTH AT 28 DAY TEST.) Rim Board toRafter(Eda ledl 2-166 3-164 each erw 12 3 5 Pr 3 6 9 5 9 13 6 12 17 °
°0
_- --- - -._WNU_- _.... 3 16 4 7 1C 4 8 12 6 12 17 8 Is 23 LSTA21 0
° ° o
� o
RIDGE NOTE:
5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L.B. PER S.F. Top Plate to Top Plate Face-naledi 2-16d 2-16d' perfoot 19.2 4 8 U 5 10 14 7 14 21 9 28 27 LSTA21 0 °
o AT CATHEDRAL CEILING USE
Tap Ptatesatintersectwns IFa°e-miedl 6266 55-115d jontz-exhsue 24 5 10 15 6 12 18 9 17 2fi 12 23 34 0 ° °0 "SIMPSON" LSSU210 HANGER ® °
6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. AND LOCAL CODES StudtoStud(Farmaaed) 2-15d 2-16d 24'o.c. 1z 3 4 6 3 S 7 4 7 10 5 9 13
Header toKrader(Face-Awled) 16d 16d 16`a.Lalong edges 0 EACH RAFTER 16" O.C. SEE
16 3 5 8 3 6 9 5 9 13 6 22 17 TABLE 6A FOR CONNECTION
7. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. TopwBottom PlatetbStud(End-nailed) tseeTable 5_5A) (see Table 3-SAI per stud 4:12 REQUIREMENTS 19.2 3 6 9 4 7 ii 6 11 16 7 14 21
8• ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb=875 P.S.I. UNLESS OTHERWISE NOTED. Bottom Plate t "oorjdsa,l¢an4o.1%4Endjoist 2-160'-' 216dti' PC's 24 4 8 11 5 9 13 7 13 19 9 17 25 °
9• ALL STRUCTURAL HEADERS TO BE (2) 2"x6" UNLESS OTHERWISE NOTED. orModnng(Face-nailed) 12 3 3 5 3 4 6 3 6 B 4 7 11 ° RAFTER TO WALL DETAIL ( INSTALL ® 16" ON CENTER )
10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. ttoCmFTmatiitrtc 16 3 4 6 3: 5 7 4 7 11 5 9 14
f°bt m Silt,Tap Plata w Girder(Toe-nea3ad} s-Sd 4-10d Perio+t 19.2 3 5 7 3 6 9 5 9 13 6 11 17 °
11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2020 NEW YORK STATE RESIDENTIAL ENERGY aradgvtgtoktht(Toe-srailedl 2-ad 2lOd eachrnd -_P
CONSERVATION CODE REQUIREMENTS. alaclCmgtalabt(roe-need) Z_9d 2-UM each end 24 3 1 6 9 1 4 7 11 6 1 11 16 1 7 14 21
clucking to SM or Top Aare(Foe-sited} 3.16d 4-264 em:h btoct 12 3 3 4 3 3 4 3 4 6 3 5 8
12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION tedOcStriptoSeam,(Foce-naRed) 1-16d 4-L6d eachjoist SINGLE STRAP APPLICATION
R310.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT, 5.7 S.F. ON THE 2nd fa6tonLed to Seem oe•nvile 3-Sd 3-tod 15 3 3 5 3 4 5 .3 5 8 4 7 10
Ser (T � perlo'ux 7:12 (MULTIPLES MAY BE USED)
FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. Bend Joist to Jobe(End-+mittd) 3.166 4-lSd pe,fo:st 19.2 3 4 5 3 4 16 3 6 s 4 8 12 o TOP PLATE TO STUD
alandtoidtoSMorTopPlatefFoe-t,l d] 2-i6dx 3-154 pCroa 24 3 5 7 3 5 8 4 a 11 5 10 1s °° USE "SIMPSON" H10S TIE
13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. Roorst"THIMG. ]2 3 3 3 3 3 3 3 3 5 3 4 6 0°°°°
USE "SIMPSON" W/(8) 8d COMMON
14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60" ABOVE FINISH wood structural Panels ad Tod (seaTab1e3.113) 9.12 16 3 3 4 3 3 4 3 4 6 3 5 B LBPS 5/8" BEARING NAILS ® EACH RAFTER,
FLOOR AS PER 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION R-308 & R-308.4.5. Diarona 5~4SheatbLy 192 3 3 4 3 4 5 3 5 7 3 6 4 °°
15. GLAZING SHALL CONFORM TO 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION R-308. 1"16`orrxr 2-Bd Mad persut'�t s+' PLATES AT EACH °°° TOP PLATES &STUDS
1"110'urwider 30d 3lOd persuppot 24 3� 4 5 33 4 6 .3 6 9 4 a 12 ANCHOR BOLT. o°°
ttTtAiGSHEATFBl9G IZ 3 3 3 3 3 3 3 3 4 3 3 5 y.{ °°o
CLIMATIC &GEOGRAPHICAL DESIGN CRITERIA- NEW YORK STATE RESIDENTIAL BUILDING CODE TABLE R301.20) 6ypsumwattboard 5dcoolvs 5deooxrs 7"edge110'fetd 3?113 16 3 3 3 3 3 3 3 3 5 3 4 6 �:
p2011P1D i WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD w+au�lFA7Hrlrs 19.2 3 3 3 .3 3 4 3 4 6 3 5 7, 18 GAGE 1 1/4''24" MI ,fi';.
( INSTALL ® 16" ON CENTER )
24 3 3 4 3 3 5 3 5 7 3 6 9 STRAP TO TIE DOWN STUD TO +t'
DESIGN UNDERLAY- FLOOD AIR wood Structural Panels Rd Tad (reeTabte5,11)
SNOW SPEED d TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST UNE TEMP. f MENT HAZARDS h FREEZING St vctrrah Ftxrboan!Panels 1 Heel joint connections are not required wfters the ridge a supported by a loatfbearing well,fseader or ridge beam dess;ned to SILL PLATE TO FOUNDATION. ;:;►
LOAD (mph) EFFECTS k REGION (1) DEBRIS ZONE m CATEGORY g WEATHERING a DEPTH b TERMITE c REQUIRED INDEX 1 > - 11ga-sale-roo6ngnaia - 3•edgejlrfiee res-stthe applied loads- STUD TO SILL PLATE a@ SLAB DETAIL
30 P.S.F. 130 M.P.H YES 1,500 OR LESS B SEVERE 3'-0" MODERATE 11 REQUIRED N/A 599 ro.120'11-1J2'fortg x 711V head) 2 When intermedate arpportof the rafter is p�ded by vertical shims or purrins tea loadbearing wall,the tabulated beet joint
TO HEAVY
25/32" uga-g''"-,�ngaa4 3+ad�e'6-tet' `t>n,>e��„�t'rA"e,t'entssf�'f be permitted to be reduced preFartion3'�rto"le red`xti°r'in apart. FLOOR JOIST BRIDGING
10.12(-x2-314-long a ata'head) 3 Equivalent connections are required for ceAme joist to ceiling joist tap splices.
FOR SI: 1 POUND PER SQUARE FOOT 0.0479 kPa, 1 MILE PER HOUR - 0.447 M/S +GlIpsurs Wanboartl Sdomiers 5d coolers 7"edEe ri0"F.eld 4
a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL TabuPated heel joint connection requirements do not indlude the additionat weight of the cei:ing assembly_
REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX, "NEGLIGIBLE," "MODERATE" OR Hardboard Bd Ild tweTabre311)
"SEVERE" FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, PatticheboardPanels ge td (seemanelacurerj 5 Tabu�edheel joint can nec6onrequirementsassumeceiling joists orrafterties are located atthe bottomofthe anicspace. USE "SIMPSON" Use every other nail hole in a row t0
C 55, C 62, C 73, C 90, C 129, C 145, C 216 OR C 652. Diagonal BoardMenthig when celf'ngj°'stsorrafterties ar�'°�t�',;�f'�"t"'ea<t"spate n°"�3tbragelsd,and the'�'ratedheel joint CS18 1 1/4%18 GAGE provide the code-required minimum
b. THE FROST UNE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE JURISDICTION SHALL FILL IN THE FROST 2"16'or1'Ar 2.0d 2-10d persuppart carnierri°nrcgti�remcntsshalthelnaeasedbythefdlowingfadars Z center-to-center spacing for nails
LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. i"110'waider 31 ad 3itAd persapport acto gf{eightfTop GALV. COIL STRAP P 9
C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INCICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN HeelWntCeruwction
A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. FLOORSHEATHING Plate-to-RooffCtdge w/ (4)-10d 1/2"
_
Ad)USVnctK Fat#urs
d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE R301.2(4)AI WIND Wood 5wcorarPanels Height{H J NAILS @ EACH END
EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R30L.2.1.4. t"or less Rd 10d 6-"SJlYfeld "f CONCRETE SLAB
e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97-1/2 PERCENT VALUES FOR WINTER FROM greater Own i" lad 16d Vedge112•faeld T T-+a i/2 2.00 OF STRAP 16" O.C.
APPENDIX D OF THE INTERNATIONAL PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT DiagonalB ardSheatbingl 113 1.50 "SIMPSON"LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. r16"ori'a6' 2-U 2-14d perrjpport 114 1.33 USE SIMPSON
f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SEC11ON R301.2.2.1. 1-11D-orwider 3-6d 3-10d persupport 115 125 n to rr
g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD 3 X3 LBPS 5/8
INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS), (B) THE DATE(S) rltilirgrvquiremertswebosed'onwaDahe2thingna+Sed&incheson�nteratthepanel edge.Alternative mitin;%dwdulesshall 116 1.20 "SIMPSON" TYPICAL NC BEARING PLATES
OF THE FLOOD INSURANCE STUDY AND (C) THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER be used veherewall sheathingnamrirgisreduoetLfor eaarrpde.Bwalt heatismgisnaBed3inrfiesomceaterarthepaneledgesa 1110 111 INSTALLATION
FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION, AS AMENDED. obtain.t-Sershercapaotie..naitingreguire.rerrtsrwstn:ttumlmembersdhallbe doubled,of aitenateconnectorshallbe @ EACH 5 8" DIA.
h. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.L, R905.5.3.1, R905.6.3.L, R905.7.3.1 AND R905.8.3.L, WHERE THERE HAS BEEN A used to•naintainthe load path. Note:Lateral deflection of the rafter belowtherafter ties rreyexceed 3/4inch when rafterties are located abonone-th�of FLOOR JOIST
HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL nLL IN THIS PART OF THE TABLE WITH a When ws€shez ingbcornim,ouswerconnected memasemthe tabulated,rugberofabssh2lbepenn4tedtotereduced to the top platt-to-mofridge height,Ha,'orwhen Rcisgreater than 2feet and may requirea�tionalconsideratioat_ INTALL CROSS BRIDGE MIN. 8'-0" O.C. CONCRETE MINIMUM X 8" DEEP MIN
"YES."OTHERWISE, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH 'NO." 1-16d n' moot
1. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM FIGURE ANCHOR BOLTS
R403.3(2) OR FROM THE 100-YEAR (99 PERCENT) VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX-USA Table 3.4A Rafter and/or Ceiling Joist to Top Plate Latera!and Table 306 Ridge Connection Requirements for WindFC= 3,OOO PSI
METHOD (BASE 32 DEG. F)." Shear Connection Requirements EX��Sur� $ Exposure STRENGTH AT 28 SPACED 3'-0" O.C.
I THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER (Dead Roof DECK DETAILS (NOTE USE TRIPLE ZINC CONNECTORS)
DATA TABLE "AIR FREEZING INDEX-USA METHOD (BASE 32F)." (PrescrgitiveAftematrvetoTat+tes.4) DAYS AS PER 2001 EDITION
k. IN ACCORDANCE WITH SECTION R301.2. 1.5, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE Windspeed
ittl 115 t2o i3D too iso 160 170 180 195 �P�ER0- OF WFCM TABLE 3.2A
TO TOPOGRAPHIC WIND SPEED-UP EFFECTS, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES." OTHERWISE, THE 701iyr.TNrnd Speed
JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE. Iib IIS 120 13b' 140 151} 160 i70 iBb 195 Roof Span r RAILING
1. TN ACCORDANCE WITH FIGURE R301.2(4)A, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS, THE 3-second gust m h lioafPruh (ftI Required capacity of Ridge Ccionectfon(plIff
JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH 'YES" AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE, THE JURISDICTION '+vats 0 • STUD TO SILL PLATE DETAIL ( INSTALL ® 16" ON CENTER )
Rafterll'etTrng Joist Number of 8 d Common Nails or ltld Bost Nails(Toenailed) 0
SHALL INDICATE "NO" S THIS PART OF THE TABLE. ¢(� }.213.4 12 77 91 105 136 169 2'05 243 234 327 397 • a
M. IN ACCORDANCE WITH SECTION R301.2.L2.1, THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE S. OTHERWISE, THE Spacing(in) Required inEadrRataerandfar[eifEngloisttnTapPlateConnection
ZONE(S). ft. 16 103, 122 till 182 226 274 325 379 436 529 0• • 0
-., _.,__
8 2 2 2 2 3 3 3 3 3 3 179 ,X152' ,'176 ,z2�: 2G2:< 142 .its ~.c47.5 ` 515 661 • • POST "SIMPSON"
12 USE SIMPSON
10 2 2 2 2 3 3 3 3 3 3 }rte 24 15#' 192 231 27'2 339 !415 `437 SIM B54 793
REFERENCE STANDARD FOR DESIGN OF STRUCTURE a z 2 2 3 3 3 3 3 3 3 2B Tea 212 . . .-246 318 mor, 1r79 56th 6x63 763 !475 '0 CS20 Use every other nail hole in a row to
1) AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) 2018 EDITION 16 10 2 2 2 3 3 3 3 3 3 4 32 206 243 291 363 452 547 •649 753 973 1057 SDECOVER 1 /4"X2 GAGE z provide the code-required minimum
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 24 8 3 3 3 4 5 5 5 5 5 5 36 231 273 316 409 500 626 730 852 982 1190 ..+ , . Simpson Strong-Tie GALV COIL STRAP center-to-center spacing for nails
R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND 10 3 3 3 4 5 5 5 5 5 6 12 B5 77 sa Was 139 t6a 199 231 266 321 ?;. "� � DRT8 -77 po
DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD 1 Pres[riptavelimitsarebasedonassumptlolsitTable3.4- 16 87 102 Ila 250 186 VA 265 3013 3S4 429 .!' ;+•.'•; ' W/ (/)-8d 1/2"
�.. = .> Wit. ... , ,a: I°* Simpson Strong-Tie USE "SIMPSON"
WITH CONSIDERATION FOR iNE DEAD LOAD OF FIXED SERVICE EQUIPME T. 2 When ceiling jaimare installed paratteltarafters,ttnestnmaf the toettailsinthe rafter and ceiltrgjoistshallequal mexceed 333.. 3tr'' 443 536- Simpson Strong-Tie PC NAILS @EACH END 3"X3" LBPS 5/8"
2t] 109' 129 x17° It38 232 100
FLOOR the tabulated nunAwofnails required- A 24 133 153 176 226 P79 g9B '397 469 .532 66st3 '. "
R301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE 219 ,. 153:; 379. 206. -263 025 392 464_ 540 620 75D ABU44 OF STRAP 16 O.C.
LIVE LOAD 40 Ib. LOAD SHALL BE AS PROVIDED IN TABLE R301.5. 3 To avid Splitting,no more than 2 taermaits shall irtsEal'ed in each sale of a rafter or cell ngjoL=t when fa tened m a 2x4 - BEARING PLATES
DEAD LOAD 10 Ib. top plate or 3 toenails in each side vAlen fastened to a 2xb top plate. 32 174 204 235 341 372 448 530 617 709 857 rr
TOTAL LOAD = 50 Ib. TABLE R301.5 4 Where top piate-to-ridgetwightseuceedld',tfheyshattbeadpistedasfollcw. 36 196 230 z64 339 41E SDs SB6 693 797 •J64 Simpson Strong-Tie @EACH 5/8 DIA.
MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12 51 60 69 Ell 109 132 156 18.2 209 253 DBTI X 8" DEEP MIN
ROOF (IN POUNDS PER SQUARE FOOT) Wall 1144i& 8' 10' is 6t Be 92 lis 146 176 209 242 i79 337
:r.. .• r.,:�. .F:.�.....,�.-�.-- :".�.. - A ANCHOR BOLTS
Top plate to Ridge 20 NS 1ttfF Si 147 282 220 26(1 3rF3 30f9 421
LIVE
GROUND SNOW LOAD 45 Ib. USE LO D "eight(ft) Adjusev 512 24 12112 1491 138 177 219 263 312 354 410 Stili `?
SPACED 3'-0" O.C.
DEAD LOAD 10 Ib. 10• 1_®U I.AO 29 229 ' ,139, 161 11015 255 3aa' 364 42e1 bit ., s9w' AS PER 2001 EDITION
WIND LOAD 10 Ib. UNINHABITABLE ATTICS WITHOUT STORAGE b 10 � ,1 ° JOIST
CONCRETE MINIMUM OF WFCM TABLE 3.2A
15` 1_is 225 32 136 159 134 236 242 '352 036 485 557 .674
SEISMIC UNINHABITABLE ATTICS WITH LIMITED STORAGE b.g 20 Fc-3 000 PSI
HABITABLE ATTICS & ATTICS SERVED WITH FIXED STAIRS 30 20` L40 1-50 36 153 174 207 '265 328 396 463 53.5 627 759 0 - ,
CATEGORY "C" (EXEMPT BALCONIES EXTERIOR AND DECKS a 40 12 As 55 63 81 99 119 141 164 1218 227
BASED ON RESIDENTIAL CODE (EXTERIOR) STRENGTH AT 28
FIRE ESCAPES ao 16 63 713 is 20E 133 159. 103 218 zsD 302 "TECO" JOIST HANGER
OF "NEW YORK STATE" GUARDRAILS AND HANDRAILS d 200 h Table 8.50 Top and$ottonl Plate to Stud Latera!Connections Expo��„u re � gym,.,, ,� ' � � .,�, � �.°.,, � ;„� xrn�* DAYS.
SECTION R301.2.2 (SEISMIC GUARDRAILS IN-FILL COMPONENTS f 50 h for Wind Loads `2ri 79 `i2 x05 135 366' x a3s' 273 313 37`2 LEDGER
PROVISIONS) PASSENGER VEHICLES GARAGES a 50 o (PrescriptiveAfterrlatNetoTbble3.5) 6�2 24 ss 112 127 162" 399 239 202 327 376 453' "
ROOMS OTHER THAN SLEEPING ROOMS 40 .2B 111.'_ 128 1.s lag 232 2: 329 3>� 433 529 SECURE TO STRUCTURE w/ 1/241 LAG BOLTS ® 16 O.C.
SLEEPING ROOMS 30 3r2. 127 143 169 215 265 319 376 436 501 605
STAIRS 40 0 700-yr.MfindSpeed 36 143 166 2190 242 2913 358 423 491 5" "It GIRDER CONNECTION TO SHEAR WALL SEGMENT DETAIL
Si0 115 120 130 140 150 '160 170 180 195
3-secandgust(mph) 12 49 S5 62 76 94 112 132 133 175 211 N.T.S. PER WFCM FIG. 1.5 & SEC. 3.4.4.2
A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A PIPE COLUMN (INSTALL ® EACH COLUMN) THIS PROJECT COMPLIES WITH THE 2020 NEW YORK STATE
16 65 73 82 102 125 149 176 204 233 281
20-SQUARE-INCH AREA. Stud ;. .•, ..•� a __ ;,••,...- ._, RESIDENTIAL BUILDING CODE, THE 2020 NEW YORK STATE
B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS iS NOT Lz as 9z 103 '" izT 159 lax' 2211 z5a 291 3si MIMIMUM SHEAR WALL SEGMENT SIZE
MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS Spacing WallHeight(ft) Required Number of1GSCam mon Nails or40dBox Nails per Studio Plate Cannection L ASPECT RATIO: H/L S 3 1/2" RESIDENTIAL MECHANICAL CODE, CHAPTERS 12 THROUGH 24, THE
CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, 7:12-12.12 14 110 323 153 187 224 263 . 305 350 421
(mm Y -J . 2020 NEW YORK STATE RESIDENTIAL PLUMBING, CHAPTERS 25
WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WI1N ANY OTHER LIVE 28 114- 329 114 378 220 261 347 356 4oB , •491
LOAD REQUIREMENTS. 13 2 2 2 2 2 2 R 2 2 2 -' Ft WALL HT lH) SEGMENT WIDTH (W) THROUGH 32, THE 2020 NEW YORK STATE RESIDENTIAL
C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND 32 130 147 164 201 250 299 351 487 565 562
14 z 2 2 2 z 2 2 2 2 2 8'-1" 2'-4" ELECTRICAL, CHAPTERS 33 THROUGH 42.
CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. " „ • _ "„ ,. _ _ 36 247 165 its 229 2ti 336 395 458 525 632 tp 9. 1.1 2'-8" APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD ON OR ADJACENT TO
D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 1:2 2 2 2 # 2 2 2 2 2 2 i' Tabulated connection re
E. SEE SECTION R507. 1 FOR DECKS ATTACHED TO EXTERIOR WALLS. quhamems shalt be periWatid to be multiplied b,10.70 for framinG Mat Wiped w hnIi a fsetof building cornars. N a „
12 1.4 2 2 2 1 2 2 2 2' - 2 3: 10'-t 3'-0 ELECTRICAL METER BOX FOR FIELD INSPECTION.
F. GUARD IN COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO 2 7abutated connection requirements are based on tote(uplift m'lewsthe roof assembly dud lead of 6 psi(0.6 x i0 psf-6 psfl_
WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD 16 2- 2 2 2- 2 _ 2 2 2 2 3.
NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. ... ._ _. ___ -. _-.._ _.. __- i 3 Tabulated connection requirements we based on a 12irrchridge connection spacing,for drfferentridi;econnection spacing,mulripiy RESIDENTIAL STRUCTURES WITH
G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 18 2 2 2 2 2 2 2 2 3 3 �r�l3bedvatuesbytheapprapriatemuttiplierbetaw= TRUSS TYPE CONSTRUCTION,
NOT GREATER THAN 42 INCHES, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS "SIMPSON"CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, 20 2 2 2 2 2 2 2 3 3 3 USE SIMPSON PRE-ENGINEERED WOOD CONSTRUCTION
RidgeCont•rectionspacing�n. u 16 19.2 24 48 HDU2 HOLD DOWN
WITHIN THE PLANE OF THE TRUSSES. 8 2 2 2 2 2 2 2 2 2 2 =
THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS Multiplier 100 133 1.60 200 4_tO0 AND/OR TIMBER CONSTRUCTION
BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1Q 2 2 2 2 2 2 2 2 2 3
- - 4 For jack rafter uplift connections,use a roof span equal totvrkethe jack rafter length.The jack rafterlength includes thavmrhang WOOD GIRDER ON A 4"x6"xl 4" W^// SST616 ANCHOR BOLT FOR NEW DWELLING AND OR ANY
1. THE AT71C AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH 12 2 2 / /
THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. length and the jack span- STEEL BEARING PLATE ON A ADDITION, ALTERATION
2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS IS 1.4 2 2 2, .2.. 2 , 2 2 3 3 3HORIZONTAL 3 1/2" DIAMETER STEEL COLUMN A SIGN OR SYMBOL DESIGNED
THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOT(OM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY 1i; 2' 2 2 2 2 2 3 3 3'- .
16 2 2. 2 2; 2
3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265
3 3 3 4 4 Table 3.10 Roof Sheathing AttaohmentReq uirementsfor l!►rnd ►posu�r�i, SHALL BE AFFIXED ON OR ADJACENT TO ANY
H. GLAZINGUSEDITED NC HANDRAIURRENT L ASSEMBLIES SSEMBU ANVE LOAD OF D GUARDS SHALL BELESS THAN 10 UDESIGNED NTH NDS PER A A SAFETY FACTOR OF 4. THE SAFELY RE FOOT. 2U 2 2 2 2 2 3 3 3 4 S Loads F1 ELECTRIC BOX
FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE 8 2 2 2 2 2. 2 2 3 3 3 ATTACHED TO THE EXTERIOR OF THE STRUCTURE
LOAD ON THE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS 1C Z Z 2 2 2 2 3 3 3 4
ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. 700 yr.Wind Speed 110 115 120 13D 140 150 ISO 170 100 1Ps FOR FIELD INSPECTION
-7�1 7--.� _.F <� 1/2" CDX PLYWOOD SHEATHING
��12 •�. 2 .2 4 S. r,
24 i d 2 2, 2 2_ d 3 4 4 4 5, STRUCTt IRAI SHEATHING "
ROOF SHEATHING NOTE: 1 2 , x z 3 y ' 1 4 , a 5 E F E F E F E F E F E F E F E F E F E F
EXTERIOR w/8d NAILS ® 6 OC. EDGES
12 2 2 2 3 .3 ' 4 4 5 5 6
taaarternrtess & 12" O.C. IN THE FIELD.
r Framing Rafterjfruss
(CAN USE 10d BOX NAILS AS INTERIOIR ZONE- 16" ON-CENTER RAFTER/ TRUSS SPACING 20 2 2 3 3 4 4 5 5 6 7 sheath)ngtncation Maximurn mail SRacingforadcommon Nails oriodBox Nails findw,oc)z 1/2" GYP BD. INTERIOR w 5d COOLER
ALTERNATIVE) I Prescriptive limits are based on wstimptinns in Table 3-5- �Yf SP icing im) NAILS ® 7" 0.C. ® EDGE & 10" 0.C.
NAIL SPACING - PANEL EDGE- 8d COMMON ® 6" ON-CENTER 2 Tabulated framing loads and Connection requirements shall bepermhtedtobemultipliiedbya-92 for framing notlowted
NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM ® 12" ON-CENTER within 9feet ofcorners- 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 STEEL GIRDER ON A 3/8" STEEL IN THE FIELD.
PERIMETER EDGE ZONE- 16" ON-CENTER RAFTER TRUSS SPACING 16 6 12 6 12 6 12 6 12 6 i2 6 12 5 12 6 12 6 12 6 12 MOUNTING PLATE w/(4) 1/2"
/ fiA9 1.9.2 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 5 sa 6 12 DIAMETER BOLTS ON A 3 1/2-
NAIL
/2"NAIL SPACING - PANEL EDGE- 8d COMMON o 6" ON-CENTER Table 3r11 WaII Sheathing and Clads ing Attachment interior zone za 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 22 6 .12 DIAMETER STEEL COLUMN
NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM ® 6" ON-CENTER 7� 0)sur 12 6 1z 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 z2 6 iz
Requirements for Wind Loads 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 sz
042 19,2 6 12 6 12 6 12 6 12 6 12 6 12 6 32 6 12 6 12 6 12
WALL SHEATHING NOTE: 24 6 12 6 12 6 22 6 12 6 12 6 12 6 12 6 12 6 6 6 6
70O-yr.ttvind Speed 3•secend Brat(mph) 310 125 ti20 330 140 1501 160 170 TW
195 n 6 12 6 12 6 12 6 32 6 12 6 .12 6 12 6 6 6 6 6 6 F 1
(CAN USE 10d BOX NAILS AS INTERIOR ZONE- 16" ON-CENTER STUD SPACING y t6 6 12 6 12 6 12 6 1z 6 12 6 6 6 6 6 6 6 6 6 6
STRUCTIiRALSHEATMNG 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 S 6 6 6 6 4 4 a
ALTERNATIVE) T tl::� r;-
NAIL SPACING - PANEL EDGE- 8d COMMON o 6" ON-CENTER E F E F E F E F E # E . F E F E F E F E F perimetefEdge Zone '24 6 12 6 12 6 5 6 6 6 6 6 6 6 6 4 4 A 4 4 4
NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM o 12" ON-CENTER stitdspacirr� 1z 6 12 6 12 6 12 6 12 6 s 6 6 6 .a 6 6 6 6 6 6
Sheatfnrig Loca6mlt Itrehcs o c IM1aximum Play Spadngfar lid Conrnon Nails or 10d Hex Nat3s find*%o c.ft"s D 42 16 6 12 6 12 6 12 6 6 6 b 6 6 6 ,6 6 5 A 4 4 4
4" EDGE ZONE- 16" ON-CENTER STUD SPACING t9x 6 12 6 6 6 5 6 6 6 6 6 6 4 4 4 4 A 4 3 3
12 6 '12 6 12 6 iz 6 12 £ iz 6 iz 5 1z 6 u 6 12 6 12 24 6 6 6 5 6 B s 6 A 4 A 414 A 4 4 3 3 3 3 USE "SIMPSON" "^
NAIL SPACING - PANEL EDGE- 8d COMMON o 6" ON-CENTER 2 G-
Intedorzone is 6 12 6 12 6 12 6 12 6 12 6 12 G 12 6 22 6 12 6 12 HDU2 HOLD DOWN
NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM 0 6" ON-CENTER Gable Eadwall Rake or U49 s 6 6 6 6 6 6 6 4 A
24 6 22 6 12 6 12 6 12 6 12 fi i2 S 12 6 6 6 6 6 6 u
Rake Truss tvithupurl' w/ 5/8 TREADED ROD
32 6 12 6 12 6 12 6 12 6 'z2 8 12 s 22 6 12 6 12 6 12 Ptalleoverhang a.4z - 6 6 6 6 6 4 4 4 3 3 "SIMPSON" TYPICAL LCC5.25-3.5
WrneterEdge Zone 16 6 12 6 12 6 12 6 12 5 i2 6 12 6 12 6 12 6 12 6 6 INSTALLATION CONNECTING A 3 PLY TYP. CONNECTION FOR TWO M
134 6 12 6 12 6 12 6 U 6 12 6 12 6 6 6 6 6 6 6 6 tMRDSM'rHMVG LVL AND A 3 1/2" DIAMETER STEEL STORY APPLICATIONS
6caalt0 SMATHING or LAP SUNNG Raftar/Tnus COLUMN
Sheathing Sire 1Minfnxrtrt trotteber of Bd Carrtmon Hails Per 5uppart
Sheathing Size RafterdTnrss spacing Spa�6 rm•)
(Inches,c,c.) 14nimirn Number of Sd Common Nails or 1Dd am Nails Per support 1x6 or 1x8 Sheathing 12-19 2 2 2 2 2 2 2 2 2 2 2
ixlDarLaryrerSheatfiiitg 12-3.9.2 3 3 3 3 3 3 3 3 3 3 INTERIOR & EXTERIOR ALTERATIONS FOR
3x6 or 1x0 Shaattring Z2-Za 2 2 2 2 2 2 2 2 2 2
IAO o► Sheathing 12-2A 3 3 3 3 3 3 3 3 3 3 spat�atpwWedgesPn.( £ A C 1705 FLEETWOOD RD. CUTCHOGUE, NY
�1 3s _ ,�, RESIDENCE
F - Nail %at intermediate supporh h the panel fineld(m.)
• •�Endwall E - reale spate at panel edges(m•) U S �• APPROVED BY:
WINDOW NOTES: r - mitspa�atitrtermed)atesupports i,the panel field('m.) 1 For roof sheathing within4feet of the perimeteredge oftheroof,induding4feet oneachsoleofthe roofpeak,the afoot perunetefedge SCALE: AS NOTED DRAWN BY: J. TURNER
Corner stud
Holddown connected to zone attachment requirements shall be used O
j connected
tranectedtosfer 1.ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM "ANDERSEN" WINDOW CATALOG i Forwallsheathingwrtfsn4feetarther� nws,the4fcMLe%emneatxNnentregmitrementsshallbemed- 2 for wind speeds greater than 130 mph,bbdd"isr>equiredwNchtransfers shear foadtotwoadditional jdsts(3joftmtotall. � DATE: 05-06-21 REVISED BY
UNLESS OTHERWISE NOTED. z Tabalatednat7s n assuniassheathin anwhedtamAtama mentbem%"IthOA2SG<OAA.
2-16d Common -HIGH- f g g Tog •
nails at 6"o.c. SHALL BE 400 SERIES DOUBLE HUNG, PERFORMANCE" LOW-E4 SUN 3 lw extertarpuwl ffiirg,galranfmdbax nallsshar be perrrdtted to besubstitutedforcammon na''s Robert J. Gruber - Architect
WINDOW" WITH U-VALUE OF 0.28, AND SOLAR HEAT GAIN COEFFICIENT (SHGC) TO
BE LESS THAN .30 2410 N Ocean Ave Suite 300, Farmingville, NY 11738
2. WINDOW DESIGN PRESSURE RATING Email: rjgruberra@aol.com (631 ) 654-4949
WINDOWS WITHIN 4'-0" OF CORNERS SHALL MEET OR EXCEED DESIGN PRESSURE
RATING OF 30 Ib/S.F. ALL OTHER WINDOWS SHALL MEET OR EXCEED DESIGN G NUMBER:
COVER SHEET Jos: 21-012
PRESSURE TI F I S.F. 1 OF 5
C C
9 9
1 Oil)
28'-11 28'-11 2
9,-0„ 9,-2„ 9'-0"
,x
(2) 2x10 ACQ GDR (2) 2x10 ACO GDR (2) 2x10 ACO GDR 1 0
0
C5
4X4 ACQ
POST ON
0 0 -- 1
@ 14" DIA 0
0 P. C. PIER 1 0
- 1 C\j
< 14 -52 14)-51))
8'-0" 11 2'-11 " 8'-0" 00 2
x
'G GLASS DOOR
(2)2 x 12 HE*DER (2)2 � x 12 HEADER Q0
l) Ln "t
28 0 0-3 (2) 2x12 HEADER
LIJ 00
2 x 6 C.J. @ 16" O.C. I EXT'G x -
Lij
DOOR TO BE QD
REPLACED
Ln EXT'G WITH WINDOW
0 LIVINQ ROOM
N
(VAULTED CEILING) I 00
0^ O.C. Q0 B 2 x 10 R.R. @ 116 __j x 2 10 R.R. @ 16" O.C. j^B J^B N)6, 13'-32" 3y-91ll — l)
2 9' 6 B
> 3 �
-e 'I --A�
6
2
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- - - - - - - - - 8 P. .
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DECORATIVE COLUMN 10, 71 P. C. PIER
4X4 ACO POST - - - - - - -- INTERIOR & EXTERIOR ALTERATIONS FOR
27'-5" 2 x 6 ACQ MYER RESIDENCE
D.J. @ 16" 1705 FLEETWOOD RD. CUTCHOGUE, NY
0•C• ' ♦ SCALE: AS NOTED APPROVED BY: DRAWN BY. J. TURNER
BASEMENT PLAN DATE: 12-11-20 REVISED BY
1 ST FLOOR PLAN
SCALE: 1/4" = 1'-0)p
SCALE: 1/4" 1'-0" Robert J. Gruber Architec
IMS71 2410 N Ocean Ave Suite 300, Farmingville, NY 11738
0" 00 Email: rjgruberra@aol.com (631 ) 654-4949
G NUMBER:
FLOOR PLAN 3 OF 5
I JOB: # 21-012
I (NEW) 245# ASPHALT SHINGLES
15# PAPER
1-3/4"X 11-7/8" LVL RIDGE 1/2"FELT PLYWOOD SHEATHING
I 245# ASPHALT SHINGLES 2"x10" R.R. @ 16" O.C.
15# FELT PAPER
1/2" PLYWOOD SHEATHING
2"x6" R.R. @ 16" O.C. R-38 INSUL.
S 4°02'40" E
25.00'--- 12
_35 N 85°57'20" E 17 8
39.50'
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F TONE CURB ' jQ 4'
o SECTION 137-BLOCK 4-TAX LOT 35
I BRICK - N F PAUL & MARGARET POSTER HURRICANE CLIPS
DRIVE
GARAGE @ EA. RAFTER
I I \ GARAGE LIBER 12978-PAGE 48
� FIRST FLOOR-35.7' i
_ (2) 2"X 8" GIRDER
R 5' 203.6' R-38 INSUL. R-30 INSUL
STONE - — — 1
- - - - - - - - - - - - - - - -
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P. CONC. FOOTING
CR CR SECTION "A - A"
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(NEW)
I (2) 1-3/4"X 14" LVL RIDGE 245# ASPHALT SHINGLES
15# FELT PAPER
1/2" PLYWOOD SHEATHING
2"x10" R.R. @ 16" O.C.
12 2"X 6" C.J. @ 16" O.C.
EAST ROAD
PLOT PLAN R-38 INSUL.
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SCALE: 1 " = 20'-0"
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I EXT'G WALL STRUCTURE
EXT'G 00 TO REMAIN
LIVING ROOM
EXT'G 2"x10" r.J. @ 16" O.C. EXT'G 2"x10" F.J. @ 16" O.C.
4" VTR. R-30 INSUL.
2" R-13 INSUL. NEW MECHANICAL
I
BEDROOM ROOMEXT'G
VINYL CLAPBD. SIDING #3
1 1/2" 1 1/2" 15# FELT PAPER (2) 2X6 ACID SILL PLATE 8" BLOCK
FOUNNDATDAT ION WALL
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SLAB
NEW NEW NEW NEW 2"X 4" STUDS @ 16" O.C.
W0• LAV. LAV. W.C.
WASHER NEW 3' HIGH RAILING
SH WR
1ST FLOOR 1,1 1/2" 1 1/2" 5/4" ACO DECKING SECTION "B — B"
2"X8" ACO D.J. @ 16" O.C. 3/4" SUBFLODR
HURRICANE CLIPS
4" @ EA. RAFTER SCALE: 1/4" = 1'-0"
(2)2„XO”
ACO GIRDER 2"x8" ACO WD. LEDGER R-30 INSUL
W/ 5/8" DIA. LAG BOLTS
SIMPSON STAGGERED 24" O.C.
PER SECTION R507
PC44 POST CAP c:
BUILDING �2" .111 1/2" 4"X4" ACO POST EXT'G
4"
L,.. ..
i
8" CONC. BLOCK
ExrG EXT'G FOUNDATION WALL
W.C. LAV.
E>TGAll-iINTERIOR & EXTERIOR ALTERATIONS FOR
S WRMYER RESIDENCE
1705 FLEETWOOD RD. CUTCHOGUE, NY
4" F I 1 1/2" SIMPSON '°� �' �, SCALE: AS NOTED APPROVED BY: DRAWN BY: J. TURNER
PB44 POST BASE o .
4 DATE: 12-11-20 REVISED BY
TO EXISTING 4"
SANITARY SYSTEM 4" H. TRAP 14" DIA _
P. C. PIER .� Robert J. Gruber Architec
iK1<;
2410 N Ocean Ave Suite 300, Farmingville, NY 11738
SECTION "C"
�`' Email: rjgruberra@aol.com (631 ) 654-4949
PLUMBING RISER (SANITARY WASTE)
o� new
SCALE: 1/4" = 1'-0" FLOOR PLAN 4 OF 5
JOB: # 21-012
245# ASPHALT SHINGLES
15# FELT PAPER
1/2" PLYWOOD SHEATHING
2"x6" R.R. @ 16" O.C. NEW
6 TRIM
NEW
- ----- 245# ASPHALT SHINGLES
EXT'G
15# FELT PAPER BRICK
12 12
1/2" PLYWOOD SHEATHING CHIMNEY
8
2 x6" R.R. @ 16" O.0 8
---------- NEW
VI ll'yt S!D I I!G
NEW
VINYL SIDING
00 00 00
3' HIGH RAILING - I ^ I
o 00 00
00
ITF
(2)2„x10"
ACO GIRDERII
4"x4" ACQ POST ll 14" DIA
EXT'GP. C. PIER
BRICK HHHHII i
14" DIA
P. C. PIER
— — — — — — — — — — — — — - - - - --- - - - -- L — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
14" DIA---[
P. C. PIER
LEFT SIDE ELEVATION FRONT ELEVATION
SCALE: 1/4" = l'—O" SCALE: 1/4" = 1p—Olp
245# ASPHALT SHINGLES EXT'G
15# FELT PAPER BRICK
1/2" PLYWOOD SHEATHING CHIMNEY NEW
2"x6" R.R. @ 16" O.C. 6" TRIM
F
NEW NEW
12 12 245# ASPHALT SHINGLES
VINYL
SIDING 81 15# FELT PAPER
------ - 1/2" PLYWOOD SHEATHING
--- --- 2"x6" R.R. @ 16" O.C.
E
Fll-]Fl ®
00
NEW ITF, 3' HIGH
VINYI SIDING 3HIGH RAILING 'RAILING 3 HIGH
00 RAILING
F ITF
(2)2"xlO"
ACQ GIRDER
I I f I I 4"x4" ACQ POST
EXT'G
14 DIA
BRICK P. C. PIER
— — — — — — — — — — — — — — - - — — — — — — — ai
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L - - - - - -- -
14" DIA — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — —
P. C. PIER 14" DIA -- - - - - - - - - - - -
- - - - - - - - - - -— -- — — — — — — — — — — — — — — — — — — — —
RIGHT SIDE ELEVATION REAR ELEVATION 14" DIA
P. C. PIER P. C. PIER
SCALE: 1/4" = l'—O" SCALE: 1/4" = l'—O"
INTERIOR & EXTERIOR ALTERATIONS FOR
MYER RESIDENCE
1705 FLEETWOOD RD. CUTCHOGUE, NY
SCALE: AS NOTED -APPROVED BY: DRAwNBY- J. TURNER
DATE: 12-11-20 REVISED BY
Robert J. Gruber Architec
2410 N Ocean Ave Suite 300, Farmingville, NY 11738
Email: rjgruberrc@col.com (631 ) 654-4949
Cw 140 DRA\MNG-NUMBER:
FLOOR PLAN 5 OF 5
JOB. # 21-012