HomeMy WebLinkAbout51180-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51180 Date: 09/13/2024
Permission is hereby granted to:
Nicholas Bohlen
4800 Pequash Ave
Cutchogue, NY 11935
To:
Construction a new garage accessory to an existing single-family dwelling as applied for.
Structure must maintain minimum rear and side yard setbacks of 20 feet.
Premises Located at:
35795 Route 25, Cutchogue, NY 11935
SCTM#97.4-19
Pursuant to application dated 08/08/2024 and approved by the Building Inspector„
To expire on .
Contractors:
Required Inspections:
Fees•
ACCESSORY $985.00
CO-ACCESSORY BUILDING $100.00
Total 1 0 S.00
Building Inspector
—BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowiuiy.gov
YO
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D
PERMIT NO. v I I SC) Building Inspector:_Jm JUL 1 O 2024
Applications and forms must be filled out in their entirety.Incomplete 10NQ DEPTH
applications will not be accepted. ,Where the Applicant is not the owner,an OF SOUTHOLD
Owner's Authorization form(Page 2)shall be completed. TOWN
Date:2/29/24
OWNER(S)OF PROPERTY:
Name:Nick Bohlen SCTM #1000-97-1-19
Project Address:35795 Main Road, Cutchogue
Phone#:631-905-3856 Email:nickb@northshorewindowinc.com
Mailing Address:35795 Main Road, CutChogue
CONTACT PERSON:
Name:as above
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:Nick Mazzaferro
Mailing Address:Greenport, NY
Phone#:516-457-5596 Email:nickmazzaferro@verizon.net
CONTRACTOR INFORMATION:'
Name:TBD
Mailing Address.
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
®New Structure ❑Addition ❑Alteration []Repair @Demolition Estimated Cost of Project:
❑Other garage garage 95,000
demolish old ara a and build new ara a $,
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes @No
1
. PROPEW�,Y l wR ONE
f uIlAim a e Intended use of property%anje
Existing use of roe
g prop rtlf'
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
res) en�l....®�...._ .
this property? t]Yes IRNo IF YES,PROVIDE A COPY.
a .
';® Cheek ox After ReadiM+l The c an wr /d " pn�s aml Is reap n sM4Mel�ar atM dr l and storm x eT is s" prcruided bY_
7 eti"tMr 1oae ° pl t NIONhp IS M PT to I IMet Ot 4dne.
;0�race of tMae tee of Sorttlhoold, foliy Cr►nae � a"�a�IM� ngf other aryp¢icete Lemars,U�rYiraonces ssrr ,fa�rtMue riszmrutlairo�rf 6+iWdin ,
srMdMtirins,e1NrrdMMoaras or for' er dernrrMltdanrs Maerslcs nre sMapllerk do� i a aiibie IerZ orIpr ,tewildNt code,
`iyr cot i ro a W m't1a and eRiml a ar# spetMnar Apr jrrerpis land is si'lfoa rlersss i pact=L r.eI �me`6 i4de"it,t re r
p �p 'ka�.Yrk `P�M LiYNIy r
grnisdliab zrs s CMa�ss A,aruu " �r .g
Application Submitted By(print name):Nick Bohlen ❑Authorized Agent SlOWner
W
Signature of Applicant: Date:2/29124
STATE OF NEW YORK)
t
COUNTY O
I&^e being duly sworn,deposes and says that(s)he Is the applicant
(Name of individual'signing contract)above named,
(S)he is the owner
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
da of
Notary Public
AMBER ANZALONE
Pkoprt�TY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW'YoR
(Where the applicant is not the owner) No.01 AN6345887
Qualified in Suffolk County
My Commission Expires 08-01-2024
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
SURVEY OF PROPERTY
SITUATE: GUTCHO&JE N
TOWN: SOUTHOLD
SUFFOLK COUNTY, NY W E
SURVEYED 03-24-2020
SUFFOLK GOUNTY TAX #
1000 - a7 - I - IG
CERTHqED TO:
q-
NicholmBoblan
4,
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el
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ftlgw York:rtak f uxt an I..csrv'
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NOTES:
} tt iu za^rcm cam a w>•r d'"M4 Ow aw.
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MONUMENT FOUND
_o a sr u»w�w�^�a � awa nw�prrrAr�um.
GHAIN LINK FENCE
,pmy I ,,m po4,K tlwkW«M k ,ry h Km+.,�tiw�
�r
Y f�* ,�^�aronC Eu'+ArvaVm*t�in rv�ukAtGBwm+aE'rvvdGui4l(,tmY
Area 27,401 50 ET or 0.63 AGRES J T OH C. EHLERS LAND SURVEYOR
GRAPH I G SCALE I = 30
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
RIVERHEAD,N.Y. 11901 631-369-8288
......... ........ REF.C:\U Voba pbox\2 020-115.pro
�_. ..�_...._��.. _.__ _. m. _.. �.. ......
• GENERAL NOTES: gO A ,5sr_s,5oPs
• The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: _
intent and framing details. They are intended as a construction aid,not as a
substitute for generally accepted goad building practice and are in compliance with . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include
current 2020 New York State Building Codes and the 2018 IRC. The general contractor installation of fixtures&specifications as indicated on plans. Light fixtures to be supplied by
is responsible for providing standard construction details and procedures to ensure a „•�
owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Install
professionally finished,structurally sound and weatherproof completed product. i/,,./,i
all outlets as per code. All work is to be done in strict accordance with the New York State Code 7
• General contractor to coordinate all subcontractors,scheduling of work and %
by a licensed electrician. All new switches&outlets to be Leviton,Toggle,supplied&installed
interaction between trades.
by contractor. Contractor to do all hook-ups as required for bathroom fans,cooking exhausts and •�r:, %ii��,;;%;:;j�!�"i '��_�
NEW GARAG,j%i�"�/�/�i;•
• The contractor is responsible for ensuring that all work and construction meets provide wiring as required for gas fireplace and cooking appliances. xt s• %'' �%i%
or exceeds current federal,state and local codes,ordinances and regulations,etc.
These codes are to be considered as part of the specifications for this building plan.
FRAMING NOTES:
• If in the course of construction,a condition existswhich disagrees with that as EMaS,M GGMAGE
indicated on these drawings,the contractor shall stop work and notify the designer 0 All lumber is to be Douglas Fir#2 or better at 16"on center o > MrGRE`
OVED
&the engineer immediately. Should he fail to follow this procedure and continue work p
he shall assume all responsibility and liability arising therefrom. 0 All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation P o
Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. refers to current arsenic-free treated wood standards and shall take the place of'CCA' 0 Lyard area• p7
• The designer has not been engaged for construction supervision and assumes no All TJI's are to be installed in accordance with the manufacturer's specifications and shall include
responsibility for construction coordinating with these plans,nor responsibility for squash blocking web stiffeners at bearing points on girders and other load bearing areas K
n '
construction means,methods,techniques,sequences or procedures or for safety F PROPERTY AREA: 27,429 sq.fL
MAX LOT COVERAGE @ 20%: 5,485.a
Structural Steel ASTM A36- FY=36 KSI
precautions and programs in connection with the work indicated. There are no � PROPOSED LOT COVERAGE: 3,014 -
warranties for a specific use expressed or implied in the use of these plans. A1LowasLE GARAGE SUE: lzoo sq.a
• All straps,connectors,plates,bolts,nails,etc.are to be galvanized. Designated connectors,straps, PROPOSED GARAGE: 1176sq.R"
• Contractor to provide hardwired smoke detectors,with battery back up,and with etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to bE 03
no intervening switches,on all floors and in each bedroom.Verify with local code nailed/bolted in accordance with the manufacturer's specifications.
requirements as per Section R314 New York State Residential Construction Code.
Install carbon monoxide detectors as per code. a All floor sheathing is to be 4"AC type plywood,tongue&groove and shall be glued and screwed to ^'
EXISTING HOUSE
FOUNDATION NOTES: the floor joists(6"o.c.edges&12"o.c.field) z 1638 sq.fL
rn
Solid blocking is to be installed every 8'-0"max.or mid span of all floor joists with spans exceeding P
General contractor to review plans,elevations and details to determine 8'-0". Blocking is to be installed at all point load bearing points. RIMARY�oM rgRos
intended heights of finished floor above typical grade. a Install double joists under all partitions running parallel
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. • All exterior wall headers to be as indicated on floor plans§ions and all interior
• Concrete shall be FC=3,500 PSI @ 28 days headers are to be 2-2"x 10"unless otherwise noted. All headers exceeding T-0"shall have a double
jack stud with a single king stud&on exterior walls provide double sill plate(typical).
• Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 welded wire mesh Provide insulation baffles at eave vents between rafters and soffit vents as indicated
reinforcement. Interior slabs to be placed on 6 mil.stabilized polyethylene vapor •
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be on plans
adequately supported by precast concrete bar supports to assure that the reinforcement 0 Exterior flashing is to be adequately installed at all connections between roofs,walls, /y
is held in position during concrete placement and finishing. chimneys,projections and penetrations as required by approved constrction practices. AIN ROAD
• Isolation joints are to be installed between the slab and the walls.Use preformed
joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled
With an elastomeric joint sealant.
• General contractor to install cop-r-tex(or copper)sheet metal termite shields
between all wood surfaces that are exposed to concrete or masonry surfaces.
• Dampproof exterior of foundation wall with a bituminous coating;Foundation
excavation upon approval of building department inspections.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN LOAD CALCULATIONS
GROUND 5NOW LOAD 25 Ib5 5�� Of N�k,�o SCTM#1000-97-1-19
BA51C WIND SPEED 130 mph MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lb5f) R
Exposure Category I3 EXTERIOR BALCONIES GO
5E15MIC DE51GN CATEGORY B DECKS 40 JUL O �Or�n
WEATHERING 5EVERE ATTICS WITHOUT STORAGE 10 G4
FR05T LINE DEPTH 3-O ATTICS WITH STORAGE 40
"�:.•
TERMITE MODERATE TO HEAVY
ICE BARRIER REQUIRED YE5 ROOMS (OTHER THAN SLEEPING ROOMS). 40 BUMDING DEFT �O �0 057�y � NJ.MAZZAFERRO,P.E. 06r�rz'
SLEEPING ROOMS 3O 40. � PROFESSIONAL ENGINEER ,,,•.,.-0
TOWNOF SO=OLD FfSS10NP, P.O.BOX 57,GREENPORT NY,11944
S14.6]"u96 @WL'maz leSmmm SHEET NO:
PROPOSED GARAGE
Bohlen Residence S-1
Main Road
Cutchogue,NY 11935
,
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS GENERAL WIND PROTECTION CONNECTION NOTES NAILING SCHEDULE -
Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99
and 2018 SBC High Wind Edition Wood Frame Construction ors'aroODFRA.i.-CONSTP.,UCIcr,i+xlwu
9 .,__.. .. rz-; .., cram•., . ::_.. . _... :,'Ma-�`-::'n:;_.r:'._-s:,,�;�zr��xrw
r•:'7:?r:�: ,.::.": %::�''rc' F�4,ei." �L•'Sf"AG{N'G�:
Fasteners and Connectors for Wood Frame Construction ~;;.�-•RosN7:Qr��c�tP.'rtozs.::�•-���=�..F-.:::�.::.:.�;,�-. .�,.,.�eLtitt��13ALi'rr.......>::.:��.,..� ._�tfA
1.A continuous load path between footings,foundations walls,floors studs and roof RAPTE r(dg7OPPL•' -:" '
P g r RAPT EP.TO OP PUTS roel.iJLED
NOTCHED RAFTER framing shall be provided. -
RAFTER O-0-W%A.L 33o PER RAriE R
CE�iNG j05T TO TOP PLATE 'TOE P:P.LED 8'-C'4YALL:3-5d PER JOST-
RIDGE Ic'D INALi:asa.- PER JOL;
2.Approved connectors anchors and other fastenin devices not included in the
RIDGE PP . 9 CIL'.W^JOIST TO PAP..+it_:.AFTER PACE NAILED SCE TABLE 3.7 E:.cr.7iP .... -
Standard Building Code,Section 2306 of IBC shall be used in accordance with CE:U!. J015-VP5 OVEP PART nON5. r4cE NAILED SEE TA3e 3:7 EAG AP
manufacturer's recommendations. CALLA$7:E TO RrrTfS FACE W: ED sE[T.:Q.[3.i P[R Tie ..
ELOCKNG TO RAPT ,TOE i114L[6 P-Sd LACH[NC
R:r.4 50.:RD iO P,APTER END NXLfD =1 Gd EACH E1i0
3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or
f4 subject to salt corrosion in costal areas,shall be stainless steel or hot dipped !,eRr�+lac.,:
'OP P4.dT=i0 TCPP AiE "rk.[NA'LED =-I6d ' I FEP,FOCI
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING galvanized. — - - „
iOP P.4TC5 AT R,TER-ZCT'ONS FACE NWLEO 4-1 Go c-EACH
5:D[ . ... -
5T60 TO.STUO - FACE NAkED _4"CiG
4.Where windows and doors interrupt wood structural panel sheathing and siding, H.eaceP Tc e oeR PACE KA LED -I ce- 1 G"61C A.OiIq ED fi4
framinganchors or connectors shall be provided at the to and bottom of cripple studs, TCP OP.6J'Ob:PL?.PTO$TLC :NC hi:LED, _-1 Gd PE°_'r4 STU5TUD
P P PP 3=,6d PER_'[G STUD
header studs,and at least one stud at each side of opening. - 4-1 Gd PER s svD
:,i;art PLa.Te To PLO;`R JcrsT.
5.Ridge straps shall be attached to each pair of opposing rafters except where collar s wJas,END JoSr,OF AocKJ rdG A.CE r<"Ly . s-1 Ga - .. PER FOOT
PROVIDE E SPACING ties of 1x6 or 2x4 lumber is located in upper third of attics ace and attach to each air
BETWEEN THE END STUD PP P P _ iooxePab+sN��,;:;.�-:�'.-'=_._. ::. •:•::- ;-_ .-. .. ,, - ._ �. •-..._ ... _ _ .
AND THE 2 OTHER STUDS Of rafters. JO!ST TO 51L,TOP FLATS,OR GRDDR TOE:NAILED -
RAFTER FOR ALLOWING
L. FASTEN
ECT CORNER STUD 6.Uplift connectors shall be provided at each rafter bearing. SR,DG;a;To Jos Tor N:.;uD z-� fr•.cri[Nti
HOLDDOWN INSTALLATION $LockJou=
ANSFER SHEAR TO[NAILED 2 1 G cAOH ey
WITH(2)16d etoor NG TC 5!LL OP TCP PLA E TCE HALED 3=1 GQ_ ExG 1 2LOCK
- 3.1 Gd EACH JOST
TOP PLATE —Q ON NAILS @ 6•o.c. 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior LEDGE;5TP_IPTO BEAM :PaCL rIA:LeD Comers. JC;eT ON 1JxGEFToeEAW- Toe N4LE7
JOIST SAJ:�JC:ST TO JOLT EtiD HALED 3-16d „. ..
WALL STUD SIDEWALL _.. Z-76d PEP,rCOT
ENDWALL eAry JasTTo s•LL oR TO?RAT[ -TOE NAILED
8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation
with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A "' E -'G _,•kT T
TYPICAL RAFTER TO WALL STUD CONNECTION RoaP sHumlrrG;,;.,_;-_ , , __ '_ �_ ,. -,_ Y... `r
SHEAR WALL CORNER CONNECTION minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of ?PJrrE[KEDGE zorc_I�,�_GAT PAN'—eats
p =TPUCTUR�i PPl;_*L; 8d _ _ �3r'D nT iNiEP.!•t,EL'ATE:.JPPOP.TS•i!J TN[PANEL ND ..
each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ :Fri E3:UR ZO1,r-IG'or-G'AT PA1ZL EDIS! r:C:=AT
masonry foundations. Anchor bolts shall be located within 12 inches of comers and at Sd ;rrEPnnccnTe urcoRTs:riTHeP .E r'Eto
POP.ROOF SY[a-;-!1F:G L HiN 4'-O'0P THE PeRiA'.ET[P..ECG Cr THE ROOP.R:GLUDING s'-O'ON[A".H 5!DE CF-,HE ROOh'.'EA.r•HE 4-C'FEK1T`.EEr=
q not PXrppriing 4 feet on center eoG[zolt a_ACHMENT Reclu'Reas[v.'.S;!All 2E_u5ED. -_ ._ ... .. _. .. -
1ST.FLOOR WALL STUD KING STUDS
GYPSUl,A 4:aL!EOnRD 5ei COOLERS 7"EDGE!i C'PTUR
1ST.FLOOR PLATE _ .. .._. ..
CRIPPLE STUD
SUBFLOOR vrAi 4'S1?rArxlN�= -. . :,
HEADER :
1: GAP:.P.mfire:-sl 3•ECGC!6`1=.'ELD
STP.UO'URAL PA:lelS ;�
RIM BOARD -_ _ _ z•<:.S L...7!:6;,G e, _
JACK STUDS _7515'L.:..3 s>_ ,,. .Recnng c di
" 1
DOUBLE SILL PLATEk1 3'EDGPP;G"reL
P!9E,?F_bARO PA:fE15 7±r a'" ...Gd .. a EOG_!6"FELD -
FOUNDATION WALL C5!3 ed s'[DGEis"r':eLD' _
GYP5U OWALL�OAY' _ 5-1COOLEF5 7'EDGE,I U-TIELD
.. _ _ _ .. _.. _ - - - 4'EDGE ZONE-f G'OPC-G"AT PANn—EDGES AND
TYPICAL HEADER CONNECTION HFP9�aRC So F7eP'u1[CATE LFPORTSlbTH[PAr=etr!ELD
I7•,Te�EJR ZOFE-t6"OIC-G'i.T r'%Ja[!EC�ES S,Ki I'="%+
9d :NT,:P�nEC:,TE SVPFCRT9 to THE PA>:E±FIELD
FLO"'QR'.SHChtHtl7G'! - •. „-'
1ST FLOOR TO FOUNDATION CONNECTION$ STRvCTL•P.1L PAA4e15 •• -,L55 _:-_,"i_s" .. .
Nmt:"g:va�:rene-cs�rE Faeed a vs�N si�shry ntlC G:nu',e�D.C.-the,^-d eryE. �z x�t vrxkna<s ranee 3.nc,ea O.C.�::Px^,�-!GdaE•:n.�HGi"
DOUBLE TOP PLATE !.,o!�r d,a:-o:n:o:+•��,rodng_�Gm�:rm,.-•�-for s�G�1.-vrr-E�vt!�G d,a!_a.or.l
3/8"PLYWOOD SPACER TYPICAL HEADER w^"en-,J!E G:e„g:9 CTCIn✓J 9�'Er WtII ECG n•Lrt tC S,hC L b H�Gd N F.Er G N:9 SM:I bC,PC m!CG d S^G iEQYGGd L7 - GJ:n! r:mac
OR AS PER PLANS
MTS24C RAFTER TIE
BY SIMPSON OR EQ.
TYP,AT WIN.HDR.
Not"', WOOD HEADER/WOOD BEAM
/IyNQ REFER TO FLOOR PLAN R.R.AT 16"O.C.AS PER PLANS
W (2)2"x6"JACK STUDS
2'h6"KING STUDS LDBL.TOP PLATE AT
HEADER DETAIL (TYP TO BOTH SIDES) SECOND FLOOR OR
AT SINGLE STORY
NOT TO SCALE '
1 1/4"X24"20 GAGE
DBL 2X6 TOP PLATE HEADER STRAPS TYP.
TYP. AT 2ND FUR.EXT.OWN
USE 8d COMMON NAILS @ 6" WAILS t(P Y SCTM#1000-97-1-19
O.C.AT FIELD AND 4"@ 2"X6"WALL FRAME @16"O.C.
EDGES-REFER TO PLANS
�P FOR DESIGNATED AREAS 1 1/4"X24"20 GAGE F
-2X6 BLOCKING TYP. JACK STUD STRAPS TYP. * ,
AT SEAM AT ALL AT 2 SIDES OF OPENING / 6
BLDG.CORNERS
2X6 WD STUDS AT RIM JOIST w
16"O.C.TYP.
1/2"CDX EXTERIOR GRADE 1 1/4"X24"20 GAGE O, ®�J1d;h �� NJ.MAZZAFERRO,P.E.
— — PLYWOOD SHEATHING TYP. HEADER STRAPS TYP. PROFESSIONAL ENGINEER .y"..,!,•.,•.o-
A �
RIM JOIST AS PER PLANS IAT EACH STUD 10,'EssiOV4 P.O.BOX 57,GREHiPORT NY,11949
REMOVE EXISTING SHEATHING SHEETNO:
s,e.nsss e"nu„m�ssa,.mn
If
WALL/HEADER AS REQUIRED TO APPLY STRAPS
PROPOSED GARAGE
NOT TO SCALE Bohlen Residence S-2
Main-Road
NAILING DETAIL(ELEVATION) Cutchogue,NY 11935
NOT TO SCALE
L-L
10080 10080
30 8
LE—L]
FRONT ELEVATION
SCALE: 4" = 1'-0" SCTM#1000-97-1-19
g J. A 'r 1
1
L a ® it
(y NJ.MAZZAFERRO,P.E.
PROFESSIONAL ENGINEER
` sru:ua.ra
P.O.BOX 57,GREENPORT NY,11944
J I s>d.nsszs[w�a,�mm. SHEEP NO:
�QFeSSt01t'�'' PROPOSED GARAGE
Bohlen Residence A-1
Main Road
Cu[chogue,NY 11935
1013100
BRIDGE LANE ELEVATION
SCALE: i,-o,, NEW
4 S TM#1000-97-1-19
m
c—
A,
it
0510q N.J.MAZZAFERRO,P.E.
v PROFESSIONAL ENGINEER
FESS100 P.O.BOX 57,GREENPORT NY,11944
M-m.--m- SHEET NO,
PROPOSED GARAGE
Bohlen Residence A-2
Main Road
Cutchogue,NY 11935
r.
i
EAST SIDE ELEVATION
1-6
0 NEW
G 514do �25�
,FESS1010'
SCTM#1000-97-1-19
1
l
N.J.MAZZAFERRO,P.E.
PROFESSIONAL ENGINEER yA,F:u.•.,•a
P.O.BOX 57,G MMPORT NY,11944
BACK ELEVATION S'PROP -U. S'�`"°
PROPOSED GARAGE
SCALE: 3"= 1'-0" Bohlen Residence A-3
16 Main Road
Cutchogue,NY 11935
14" LVL RIDGE;
SIMPSON CS20
BOLT ALL CT TO RR w/2-z'CB CONNECTOR(IYP.ALL)
3 �12
�_ 31
7'-6"ABOVE SUB : , 161,pC
yY
ARCHITECTURAL ASPHALT
3-7 LVL RIPPED TO 5 Z
ROOFING WITH 15# FELT 12 ' '
RUNNING FULL LENGTH OF
OVER e'CDX PLYWOOD 7 z -'OG a STORAGE ATTIC -- DORMER WALL
WITH ICE&WEATHER SHIELD - 1�
@ PERIMETERS&VALLEYS �C° 12
1712
SIMPSON H7 CONNECTOR 2x6 RAFTER PLATE R@16-" -
ON ATTIC SUBFL00 , PLYWOOD SUBFLOOR OC
16"TII 560 F1 @ 16" OC _-
I -
0
1x6 FASCIA,CENTER N
BEADED VENTED VINYL 12
SOFFIT; 18"OVERHANGS 5 - Z 6 SHED RAFTERS
16 O.C.
2 2x6"HEADER
SFRUCTURAL ANGLE ,p
, AA
ALL BRACKET
C7f
2x6 WALL PLATE ON 2x6 STUD FRAME ERIOR
2x8 ACQ SILL PLATE WALLS @16",$"C X SHEATHING, . 057
OVER TERMITE SHIELD
HOUSE WRAP&H RDIE LAP
OVER SILL SEAL; SIDING ON EXTERIOR. ���£SStO��
PROVIDE SIMPSON CS20
W/LPT4 CONNECTORS
g" DIAMETER ANCHOR BOLTS
W/7" MIN. DEPTH @ 48"O.C.
W/MIN.3"X3"x8"WASHER @ PLATE
8"POURED CONCRETE
FOUNDATION WALL WITH
KEYWAY&1'-4"X 8" FOOTING;
PROVIDE 2-#4 REBAR WITHIN WALL
AND FOOTING.
SCTM#1000-97-1-19
*NOTE: CONCRETE SHALL BE SECTION A-A
PC=3,500 PSI @ 28 DAYS
FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL WITHIN SCALE: 4" = 1'-0"
BEARING CAPACITY OF
1.5 TONS PER SQUARE FOOT
N.J.MAZZAFERRO,P.E.
PROFESSIONAL ENGINEER . .,,,•.,•e
P.O.BOX 57,GREMPORT NY,11999
nwnsse vun:v�yao.v.m. S"EET NO:
PROPOSED GARAGE
Bohlen Residence A-4
Main Road
Cutchogue,NY 11935
SECTION
A42'-0"
FOUNDATION WALL LEGEND: i.
8" POURED CONCRETE FOUNDATION WALL
WITH #4 REBAR @ 24"OC BOTH DIRECTIONS,
KEYWAY&V-4"X 8" FOOTING; PROVIDE
2-#4 REBAR WITHIN FOOTING. FOOTING DEPTH
MINIMUM 3'-0" BELOW GRADE
M
o
C
GARAGE
4"POURED CONCRETE SLAB o
ON COMPACTED FILL WITH
W.W.M. 6x6 J 10x10 GAUGE WIRE(TYP. _ '
N ALL AREAS WITHIN GARAGE) v '
a _
1
I
i
NEW
M MA
7D
r s.. It
- 05
'. E.. O�ESS10���
HHQD HOLD DOWN LOWER FOUNDATION WALL
EACH SIDE OF DOORS HEIGHT AT DOOR OPENINGS '
o:
3'-3" 7'-10Yi" 10'-3" 1'-9" 10'3" 3'-1 -4 SCTM#1000-97-1-19
�,aensia+ omT
SECTION
FOUNDATION PLAN A SCALE-4"
NJ.MAZZAFERRO,P.E. 06 '
PROFESSIONAL ENGINEER
P.O.BOX 57,GREENPORT NY,11944
sis.,nsys vWa;m.�P"c�rm SHEET NO:
PROPOSED GARAGE
Bohlen Residence A-5
Main Road
Cutchogue,NY 11935
SECTION
A
42'-D"
WALL LEGEND:
NEW CONSTRUCTION
in
2x6 STUD FRAME EXTERIOR WALLS @16",
s 5 e"CDX SHEATHING, HOUSE WRAP&
HARDIE LAP SIDING ON EXTERIOR. 3- 11 X 10' " DOORS /
r -7 1
3- a" LV HEADERS
ABOVE&C i 20 STRAPI I ING
EDGE OF DORMER
. o
o
w
O
U wQ U
O of O
� Q u
Ln p
u O w °-
3 O
COO _j w 4
in m :�i
H0 0 ~
GARAGE u
Z
{ .4 0
i���i'
O 0 0
a d i a
0
W O
in
1n i ! 0
C3 —,
� U
EDGE OF DORMER
10'-0"X 8'-0" DOORS W/
3- 14" LVL HEADERS
ABOVE&CS20 STRAPPING
4'-10'fs" B
SCTM#1000-97-1-19
�3'-0" '-1'/,e" 10'-0" 2'-0" 10'-0" 4'-0„
SECTION �� NEB.
GARAGE PLAN A ��P
�r5 .1�9q�
SCALE: 4" = 1'-0"
® NJ.MAZZAFERRO,P.E. p6RBR
ir PROFESSIONAL ENGINEER v".;".•.ra
troy 41� P.O.eox 57,GREENPORT m,uma
/i = vaansse Qun.,..imm�o.rs. SHEET NO:
051 9� ��` PROPOSED GARAGE
%. Bohlen Residence A-6
oFESS1010, Main Road
Cutchogue,NY 11935
SECTION
A
U
O
— U
U �
O
o N WALL LEGEND:
N -� NEW CONSTRUCTION
N
O .. 2x6 STUD FRAME EXTERIOR WALLS @16",
N -� Y 8' CDX SHEATHING,HOUSE WRAP&
HARDIE LAP SIDING ON EXTERIOR.
U 7-0g'WALL PLATE HEIGHT U
O O
29'-1"
`� ROOF NOTES:
ELN Cz N GAF architectural asphalt roof
p[ p[ shingle over entire roof area.
Cz
O Go O co - 15#felt over 5i CDX Plywood
N m m N "� sheathing with ice&weather shield
CD 14" LVL RIDGE U :D at all perimeters and valleys.
v u) `n 12"flying overhang at each end of main
LU
N U > > m roof; 16"vented soffits at main roof.
— 0 — m0 Dormers to be 8"soffits&flyers.
1x6 fascia and vented,vinyl
ATTIC STORAGE _ _ _ beaded soffits.
lJ;IcN aU 450 sq.ft.@ 7-0"ht. N dU
RUNOFF NOTE:
0 Gutters continuously around;
_ - = Leader locations as per
" �41• U U
� v installer-all leaders drain to
O O 4" 0 PVC pipe to new drywells.
-——`---- - ----— -- ------------ --- — -
— —
N N RUNOFF CALCULATIONS:
10 _m co _m 1370 x.167 x 7.5 = 1716 gallons of runoff
m/ N N @ (1) 1-0 x 8-0 0 capacity=300 gallons
o G'-C" WALL PLATE HEIGHT 33'-9"
p .. 1716/300 = 5.7
_ X —IN N Runoff Containment Requires:
N [-
U 1i LVL RIPPED TO 5 1" (2)3'-0"deep x 8'-0".0 ring OR equivalent
3-7
RUNNING FULL LENGTH OF (provides 1800 total capacity)
�p = DORMER WALL
N 2xG RAFTER PLATE ON ATTIC SUBFLOOP,
X IN
-
SCTM#1000-97-1-19
3L13^ 34'4' T-B" uaainrn ae wre
SECTION
4 4*dry�1 N��
2'-0" �.O
ROOF FRAME PLAN _ 4
ill = 1'-011 ® NJ.MAZZAFERRO,P.E. e
�4,I PROFESSIONAL ENGINEER1_
SCALE: •i•c
q �9 P.O.BOX 57,GREENPORT NY,119M
uu® /® �Ui ss.-- _UJ EP SHE NO:
�. PROPOSED GARAGE
�FF$$IOtrS, Bohlen Residence A-7
Main Road
Cutchogue,NY 11935