HomeMy WebLinkAbout36926-ZSTRAPPING DETAILS
GENERAL CONDITIONS
1. All work shall conform to the 2010 Residential Code al New York State,
local Building & Zoning Codes, and the New York State Energy
Conser~Bon Construcfion Code. All Codes shall supercede the
drowiegs and shall be incorporated into the drawings, whether
they are indicated on the pleas or not.
2. Contractor shall check and verify ell dimensions, notes and conditions
at the site before any constructie~ work is started. The Controcto~
shall notify the Architect of any discrepancies or conflicts in the
drawings and/or field conditions before starting the work. The disca~fy
of discrsponcies after fieginning the work shall be the full responsibility
of the Contractor to correct.
5. Contractor shall locate & stake out all existing underground utilities prior
to any excovahon. ~he utilities shown on the pleas are an approximate
location only.
Contractor to be responsible for arrangmg all necessary permits and
inspectiens, including Certificate Of Occupancy (C.0.).
5. Written dimensions shell have precdde~ce over scaled dimensions and larger
scale details shell have precedence over smaller scale details/drawings.
Drawings are not to be scaled.
6. Any deviation from the Architect's drawings must be submitted to the
Architect in wHtieg for approX.
7. Contractor shall be responolbio for adequately bracing and protecting all
work der ng construction against damage breakage, collapse, distortion
and miselkjnment according to applicable cedes, standerdd and good practice.
B All work shall be pertormed in a first class manner with all new materials.
Contractor shall provide all equipment, labor and materials necessary fo~
the proper execution and timely completion of the work. Contractor shall
be responsible for all materials and equipment stored at the site.
9. All contractors and their subcontractors shall carry insurance that will protect
the Owner end Architect from claims from damages for persenel injuries,
including death, which may erisa in connection with this project.
10. Contractor to indemnify Architect and Owner and hold harmless.
11. The Architect is not responsible for construction means, methods, techniques,
sequences, procedures or for the safety precautions and pro,rams in
connection with this project.
12. All construct on w th n the 110mph and the 120mph three second wind speed
regions (Nassau & Suffolk Counties) shell be in conformity with the 'American
Forest & Paper Association (AR&AP) 2001 Wood Frame Construction Manual.
13. NI contractors shall be licensed and insured as required
14. Contractor to obtain Owner's or Architect's approval for all materiels. 6nishes,
and equipment prior to pu, rehasieg. Alt equipment and materials are to be
iesta~[ed per manufacturers written specifications.
15. Contractor shell keep site clean and free of debris.
16. These drowingn ere the property of the Architect and shall not be used
without his consent. Drawings shell not be used fo~ issuing of a building
permit unless signed & sealed by Michael Mocriea Architect, p.c.
17 Contractor to fellow all manufacturer's specifications, recommendations and
installation details on all preducts used in this project. Notify the Architect
recommendations and instollafion details prior to iestullafion of product on
this project. Contractor shall be responsible for correction of any work that
prevents the correct installation of a specified preduct os shown on the
drawings
lB. Contractor shell be respons~ole for adequately bracing and protecting all worb
during construction against damage, breakage, collapse, distortion and
misoliqument according to spplicable codes, standards and good practice.
19. Match ell existing conditions as they relate to finishes, lighting, coursing,
dimensions, height, alignment, etc. Move and re-locate any partitions, winng,
piombiog end ductwo~ that may be concealed in walls or celliogs being revised,
to provide a complete job in ell respects.
EXCAVATION AND BACKFILL
1. Cootrocthr shall locate & stake ~Jt all existi~9 underground utilities prior
to any excavofion. The utgities shown on the plans are an approximate
location only.
2. [xca~te ell areas as indicated ie the drowiegn. All exceptions shell be the
minimum depths required achieving clean undisturbed virgie soil with stable
moisture conthnt and non-shifting (]nd non-shrieking s(~d characteristics.
The Contractor shad be responsible for notification of poo~ soil characteristics
to the Architect and shag not proceed with the work until receiving instructions
from the Architect.
5. The Architect has prepared the drawing and specifications with an assumed
beoBn9 capacity of 2,000~ pa' sq. ft. and On assumed soil characteristic of
mixed sand. with minimum traces of silt as per
table R401.4.1 of the R.C.N.Y.S.
4. All exca~tions for concrete piers and footing shall be a minimum of 3 ff.
below finished grade unless noted otherwise on the plans.
5 All baokfili shall be cleon granular fill
6. No Backfig shall be permitted against concrete or masonry foundation wells
without floor fromieg or propel brocieg as required to pre~nt damage to walls.
No Backfill shall be permitted within a minimum of twa weeks after pouring.
The Contractor shall be responsible for any damage to concrete or masony wall.
CONCRETE
1. Concrete to be plain, reinforced, minimum `3,000 p.s.i., 28 day test, predicted
on the above soil assumption. If other soils are are encountered, lower bearing
values are to be assumed and the foundation must be redesigned.
2. Cencrete shall be air-entroieed. Total air content (pafcent by volume of concrete)
shall not be less than 5% or more than
STEEL NOTES
1. All Steel shell have a minimum Fo of 24.,000 p.s.L
2 All Steel shall conform to the latest A.S.T.M. specifications for
A-56 steel. Pipe columns sholi conform to A.S.[U. A-53.
5. All work shag conform to the latest Ad.S.C. specifications
FRAMING
1. Minimum header size to be (2) 2x6 unless noted otherwise.
2. All structural framing lumber shall have minimum extreme fiber
be~ding stress (Fo) of DB0 pounds per square inch (P.S.h).
3.All exterior lumber and/or lumber in contact with masonry/concrete
shall be pressure treated unless otherwise noted.
4-.All wood subfloors shall be 5/4" T&G 'AdvonTech' Subgoor to be
glued and netted tu joists. Instol~ as per Mfg. specifiacfions.
5. All wood frame o~eningn in floors, roofs, ceilings shall have a
minimum double trimmer end header fromieg unless noted
otherwise on plan.
6.All weed frame well openings shall have minimum double stud posts
at each end.
7 All hanging wood joists and rafters shall be supported with steel
joist hangers.
8.When joist hangers & fasteners ore in contact w/ a.c.o~ lumber,
use stainless steel joist hangers & fasteners only.
9.All roof and wag sheathing shall be o mia, of 1/2" COX plywood
unless noted otherwise on plans.
10. Ail wood Hoar joists, and fiat reef rafters spanning 10'-0- or greater
shell be provided w/ 1'x5' cross bridging at mid-span or at no
greater than 6'-0' inter.is.
11.Provide Oeuble all Floor Joists under Ail Parallel Walls Above.
12.Install Stee~ Stropping at All Framing Members. (see details)
1.3.All top plates in wood Wome walls shell be doubled and ova'lop
with intersecting wells if possible.
14.Lomieated Veneer Lumde¢ to have o min. of 2,850 (FO) bg~ding
stress and a min. of hgxl0s (E) made,us of Elasticity.
15. Lumber to be dug fir #2 or better, (min. fb=900, e = 1.5x10
Sigher stress lumber such os s.y. pine. ecl. may be substituted for
doug 8r. No spf lumber may be used except for sill, plates and studs.
16.All shims under cellar girders to be steel only.
FRAMING (continued}
Belts in Wood firamino.
1. All bolts in wood framing shall be standard machine bolts with
staederd malleable iron washers or steel plate washers.
2. Steel plate washer sizes shall be as follows:
a. 1/2' and 5/8' Diam. bolts - 2-1/4' sq. x 5/16'
b. 3/4" Din, bolts-2-5/8" sq. x 5/16".
3. Each bolt hale in weed shell be drilled 1/16" larger than
diameter of belt.
4 For sill anchors, see typieel details on architectural drawlnBs.
Lgg Bolts:
1. Shall be of structural grade steel,
2, Washers shell be placed under the head of lag bolts bearing
on wood. Length of lag belts shall be minimum 2/3 depth of
members being bolted together.
Aiterina Structural U~nbers:
1. No structural member shall be omitted, notched, cut, blocked out
or relocated without prior oppro~l by the Architect. Do not alter
sizes of members noted without approwl of the Archltect.
Built-un Beams:
1. Built-up beams or leeds formed by o multiple of 2 x members
shell be interconnected as follows:
a. Members 12' and less in depth: glue and intemoll
w/2 rows 1fid nails at 12" o.c staggered.
b. Members greater than 9-1/4" in depth or multiple
5x members through bolt with 1/2" diameter machine belts
at 24' o.c. staggered top & bottom, 1-1/2' Worn edges.
~¢hna of Beams. Joist and Rafters:
1. Cutting of wood beams, joists and raft.s shall be limited to cuts
end bored holes not deeper than 1/6 the depth of the member
and shall not be located in the middle of 1/5 of the span.
Notch depth of the ends at the member shall not exceed 1/4 the
depth of the member. Holes bored or out into joist shall not be
closer than 2 inches to the tip or bottom of the joists and the
diameter of the hole shell not exceed 1/3 the depth of the joist.
The tension side of beams, joists and rafters of 4 inches or greater
nominal thickness shall not be notched, except at ends of members.
Pipes in Stud bearina Nais ar Shear Nails.
1. Notches or bored holes to studs of bearing wells or partifions shall
not be more than 1/3 1he depth of the stud.
FIREBLOCKING / DRAFTSTOPPING
FLASHING & CAULKING NOTES
VENTILATION
GLAZING
ATTIC ACCESS
An attic access shall be provided for any attic areas that exceed
30 sq. ft. and have a vertieel height of 30' or more
The rough framed opening shall not be less than 22'x50' and shell
be located in a hallway or other readily accessible location. A 30- min.
obstructed headroom in the attic space shell be provided at some point
DRYWALL NOTES
Tic m W 'Ii s:
Provide 1/2' mold & moisture resistant g~psum board by
'Natienal 0ypsum' Gold Bond Brand XP (purple b~ord) to ell wails &
ceilings, ieeluding ell bathroom walls and ceilings and any wet areas.
All gypsum board shell receive one coat of tape and three coats of
spackle minimum using 'Pro-Form Brand )~ Re~dy Mix ,taint Compound.
All walls, ceilings, and ledges to recewe tile ex stone shall be set
on 1/2" cement bo~rd.
COrnea Walls & Ceillnas:
2. Provide one layer of 5/8' type-x gypsum wall board to all welie
and ceilings of ell garages and room enclosing heat preducing
equipment. Provide one layer of 1/2" type-x gypsum wall board
at all interior house walls common to cjaroqus. Provide one lair
of 5/8' type-x gypsum wall board o~r all heat producing
equipment in ell unflnlshed epen cellars..
DECK / PORCH RAILINGS
Porches, Balconies, Ramps or Raised Floor Surfaces
Located More Than SO' above the Floor or Grade
Below shall have Guards not Less than 36' in Height.
Open Sides of Stairs wltha Total Riise of more than
30' abo,~ the Floor or Grade belo~ shall have Guards
not less than .34" in Height measu~red Vertically from
the Nosing of the Treads.
R312.2 Guard Ooenlna Limitations.
Required Guards on open sides of stairways, raised
floor areas, balconies and porches shall have
intermediate rails or ornamental closures that do not
allow passage of a sphere 4-" or more in diameter.
Fxceotion.
The triangular openings formed by the riser, tread and
bottom rail of a guard at the open side of a stairway
are permitted to be of such o size that a sphere 6'
cannot pass through.
HABITABLE SPACE
All Habitable spaces shall conform to the fellowieg sections
of the Residential Code for New York State:
B303 (fight, venffiaDon, and heating)
B304(minimum room
R305 (ceiling height)
RSO~ (sanitation)
R$07 (rafter, bath & shower spaces)
EMERGENCY ESCAPE & RESCUE OPENINGS
All Emergency Escape & Rescue Openings shall conform to
section R310 (emergency escape & rescue openings) of the
ResidenDel COde for New York State.
ENERGY NOTES
1.These plans are designed to be in accordance with the new york
state energy conservation construction code for a climate zone 4.
WINDOWS
At[ Windows Specified as en Egress 'Window
Shall Meet or Exceed the Requirements
of the R.S.C.N.Y.S. fsect. RS10'~
Min. Opening Area = 5.7 sq, ff
M~. Opening Height =
Beolgn Pressure Ratings os sho~n om cover sheet
- For All New Window Openings. Thee General Contractor
Shall Provide Pl~ood Structural IPanels with
a Min. Thikness of 7/16~ & Max. Span of 8ft.
for Opening Protection from Wind-Borne Debris.
Panels to be Pre-Cut to cover Glazed Openings
with Attachernent Hardware (see Table).
VaNO BORNE DEBRIS PRO~CTION FASTENING SCHEOULE
FOR WOOD STRUC~JRAL PANELS
FAS~NER SPACING
Fastener Pond Span 4 Ft. 6 Ft.
<Pond Span <:Pond Span
Type <_4 Ft. <_ 6 Ft. ~8 Fl.
2 1/2" ~6 16" 12" 9'
& This ToMe is Based on 110 mph W'md Speeds (130 5 sec. gust)
and a 55 ff. mean roof height,
b. Fast.ers shall be Installed at Opposing Ends of the ~ Structurd Poach
c. Nails shall be 10d Common o~ 12d Box Noil~
d. ~rnere screws are attached to Masonry ~r Moscnry/Sthcco, ~ey shell be attached utilizing vibration-resistant
Anchors having a min. ultimate withdrawal copacgy of 490 pounds.
CLOTHES DRYER EXHAUST
1. To be installed as per section M1502 of the R.C.N.Y..~
Exhaust duct size
The diameter of the exhaust duct shall be as required by the clothes
drypf's listing and the manufacturer's installation instructions
I flngth Limitation
The maximum length of o Bathes dr~er exhaust duct shall not exceed
25 ff. from the dryer location to the wall or roof termination.
The maximum length of the duct shall be reduced 2.5 ff. for each
45-ddgree bend and 5 ff. for cash 90~degree bead. The maximum
length of the exhaust duct does not include the tronsflion duct.
FACTORY-BUILT GAS & WOOD FIREPLACES
Factor~built fireplaces shall be listed and labeled and shell be installed
in accordance with the conditions of the listing, and shall be tested
in accordance with UL 127.
Hearth Extensions.
Health extensiens of oppro~.-d factorT-bu~ilt fireplaces shall be installed
m accordance with the listing of the flrep~lace. The hearth exth~slon
shell be readily distinguishable from the surrounding floor ore~.
ELECTRICAL
1. All electrical work shall confcrm to rules and regulations of the
National Electric Cede, Residential Code of New York State. and
Bourd Of Fee Underwriters, and its referenced stonderd, NFPA 70-2007.
2. The Electrical equipment and wiring shell be installed in accordance
with chapters 55 thru 4-2 of the residential code for new ~k state.
5. Electrical work to be Etre Uederwriter's inspected oed approved.
4. All eleatricel outlets in 'wet' areas to be ground leu8 interrupter
(G.F I.) type.
Groun(J-[ault Circuit-Interrupter Protection. Locations.
1. All bathroom receptacles ore to hove G.F.C.I. protection.
2. All garage & accessory building recsptocles ore tu hove O. EC.L protection.
$ All outdoor receptacles ore to hove O.F.C L protection.
4. All crawl space receptacles ore to have G.F.C.I. protection.
5. All unfinished basements receptueles ore to have G.F.Cl protection.
6. All kitchen receptacles that serve countertop surfaces shell hove
G.F. CJ. protection.
7. All laundry, utility & bar sink receptacles that ore located within 6ft
of the outside edge of the sink ore to ho~ G.F.C.h protection.
8. Electrically heated floors, hydromassoge bathtub, spa & hot tub
locations are to hove G.F.C.h protection.
AFB-Fault Circuit-lnterruoter Protechan. Locations.
1. All branch circuits that supply 120-~1t, single-phase. 15 & 20 amp
outlets installed in famgy roams, dining rooms, living rooms, pedors.
libraries, dens. bedrooms, sunrocms, recreation m~ms. closets, hellwa)~,
and similar rooms or areas shall be protected by a combination type
arc-faolt circuit interrupter installed to provide protection of the
branch circuits.
Sinole- end Multiele-Stafion Smoke Alarms.
All smoke alarms shall be listed in accordance with UL 217 &
installed in accordance with the provisions of the R.C.N.Y.S. &
the household fire warning equipment provisions of NFPA 72.
Locations.
Single and multiple-station smoke alarms shall be mstulled ie
the following locations:
1. In each sleeping room.
2. Outside of each ssporate sleeping area in the immediate
vicinity of the bedrooms.
3. O~ each additional story of the dwelling, inc[udieg basements
and cellars but not including crawl spaces and unmbubJtabie attics.
In dwellings or dwelling units with split lards and without an
intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
~en mere than one smoke alarm is required to be installed within an
individual dwelling unit the alarm devices shall be interconnected in
such a manner that the actuation of one alarm will acB~te all of the
alarms in the individual unit. The alarm shall be clearly audible in all
bedrooms o~.r background noise le~s with ~l intervening doors dosed.
Power Source.
The required ~noke alarms shell receive their primary power from
the building wiring when such wiring is se~ed from a commercial source.
and when primary power is interrupted, shall receive power from a
battery Wiring shall be permanent and without a disconnecting switch
other than those required for overcurrent protection. Brooke alarms
shall be permitted to be battery operated when installed in buildings
without commercial power or an on-site electrical power s~stem or
in or in buildinge that undergo repair, alteration, change of occupancy.
addition or relocation in accordance w~th Appendix J.
Cmbon Monoxide Alarms.
Carbon monoxide alarms shall be installed in the following locations:
1. Carbon Uenoxide are required on each level on which sleeping
spaces are located, within 15ft. of the Hasp*nB oreo.
More than one carbon monoxide alarm shag be pro~ded
where necessary to assure that no deopieg area on a story
is more than 15fl away from o carbon monoxide alarm.
2. au any story where a furl-fired appliances and equipment,
solid-fuel burelnB appliances end equipment,
fireplaces or attached garages are located.
Interconnectien of Carbon Monoxide Alarms & Detectors:
·nen more than one carbon menoxide alarm er detector is required to
be installed within on individual dwelling unit or sleeping area. the
dorm devices shell be interconnected in such a manner that the actuation
of one alarm will activate all of the alarms in the individual unit.
the alarm shell be cleady oudieie in ell bedrcoms o~r background noise
ie~fu with ell iethfveoMg doors closed
Eauioment.
Carbon M~noxlde alarms shall be listed, labeled as complying with
UL2034 or CeA 6.19. Carbon Monoxide detectors shall be listed &
labeled as compl)ing with UL2075 and shall meet the sensitivity testing
and alarm thresholds of UL2034 or CeA 6.19. Carbon Monoxide alarms,
detectors and alarm control units shall be iestelied in accordance
with the R.C.N.Y.S. and the manufacturers instolietlon instructions.
Pgwer Source.
Carbon Monoxide alarms, detectors & alarm control units to which the
detectors are connected shall receive their primary power from the building
wiring, and shall be equipped with a battery backup s~stem that
automatically provides power from one or more batteries when primary
power is interrupted. Wiring sshll be permanent and without a
discannectieg switch other then those required far over current protection.
RIDGE I
ATTIC
BLOCKING 2 BAYS-~
BACK {} 48" o.c.
SECOND FLOOR
BLOCKING 2 BAYS
BACK ~ AB" o.c.
FIRST FLOOR
BLOCKING 2 BAYS
End Wall Blocking Detail
not to scale
Notes:
1. Sheothieg As Part Of Shearwall Segment (SW.S.) Where Notes On
Roar Plan. Shall Be Continuous From Sill To Top Plate Or Adequately
Blocked At Joints. 8d Common Nails ~ 6'oc Edge And Field.
2. Hold Down Required At All 4 Corners Of Structure Unless Other~rise
Noted.
· Design Length z
Design Length
8d Common Nails
6"oc Edg
Solid
typical unless noted otherwise
'CS20' Coil Strop
aver every rafter
H2.5 A
M,chael
Macr, na
BOARD 6d Nails
ROOF SIMPSON Til --
0_~ -~ 'CS20' Coil Strop
over every stud
(4) Bd Nails /
Rafter to Rafter Roof Rafter to Plate
Connection Detail to Wall Stud Detail
(4) 8d Nails
Plywood Sheathing at Corner Installation Detail 6d ..i,s (,)..oils
(4) 8(I Nails LE~TW
SIMPSON S~ONG-TIE
(4) 8d Nails-- )n H2.5 A (4-) 8d Nails- ~ second fir. 'CS20' Coil Strap
aver every jack stud
SIMPSON STRONG-TIE
LE~4C~TH ;~ 'CS20' Coil Strap
SIMPSON STRONG-TIE ~ I 8d Nails o~r every stud
over e~ry stud ~ Provid~ strap f~ 1
/ each ~ck stud when
multiple ~ok studs
~~ ~ are required (4) 8
8d Nails
(4) 8d Nails ..
SIMPSON
'CS20' Coil Strap
over every stud
8d Nails
S 3 Porch Roof Rafter to S 5WallWall Stud
Beam to Post Detail Stud
Rim Joist
8d Nails
~SIMPSON STRONG-TIE
'CS20' Coil Strap
over every stud
III Nai,s
Wall Stud to
Sill Plate Detail
Wall Stud to
U Rim Joist Detail
Jack Stud at S7 Gable Stud Wall
Header O en,n to Wall Stud Dtl.
blockin
sill plate
SIMPSON
'CS20- Coil Strap
o~r every stud
H2.5 A
wall 14) 8d Nails
S1 Cantilevered Wall Stud
to Rim to Sill Plate Detail
~ofid Corner Post
STRAPPING INSTRUCTIONS:
1. All Stropping To Be 1-1/4" Wide 20 Ga. Steel
or 'Simpson' Equiwthnt CS20 (coiled strap)
Unless Noted Otherwise.
2. Use Stainless Steel Straps & Fasteners or
Hot-Dipped Galvanized When in Contact
with A.C.Q. Lumber.
.3. Install Strapping For All New Construction.
And where noted on plans
4. Install Strapping for Each of the Following:
.~ -Rafter to Rafter over Ridge
~c -Rafter to Plate to Stud
~-End Wall Studs to Wall Studs
E -Header to Jack Stud
(~ -Jack Stud to R~m Joist
~ -Wall Stud to Rim Joist
~ -Cantilevered Stud to wall below
-Rim Joist to Sill Plate
'SIMPSON' HDU5 ~,
5/8"
Threaded Rod
NAILIN(~ SCHEDULE: Table 5.1 tWFCM.)
I No. of Nails J Nail Spacing
Joint
Desc~pt~on
ROOF & CEILING FRAMING
WALL FRAMING
FLOOR FRAMING
'~mpson' HDO8
H01down
. .~7/8" dia. Threeed Rod
Ew7 b.;id dm;ds oln2: s~r ~° ACd~ne%ri ev [e
~Faundation Waft
Note:
Required at each
noted otherwise
building corner unless
2-16d Common
nails ~ 6" o.c.
for full length
of stud
@ second floor
'SIMPSON' HDU5
CEILING SHEATHING
WALL SHEATHING
FLOOR SHEATHING (Su~oor)
first floor
STRONG-TIE
'CS20' Coil Strop
over every stud
8d Nails
P.C., A.I.A.
P.O. Box 475
St. James, N.Y. 11780
phone (631)686-6585
fax (631) 686-6786
email MMacrina~)opton h ne.net
web MMArchitectpc.com
Revisions.
1 9/2/11 Remove covered porch
No. Date Description
Project:
Proposed
Residence
For
Steven &
Gretchen
Mezyn eski
H2
Holddown Connection Dtl.
for first floor to second floor connection
"H-1Holddown Connection Dtl. S,e Rafter to P,ote to
for first floor to foundation wall connection Stud Connectio~ Detail Route 25
Orient, NY
B
NOTE: Town of Southold
Simpsonf tStrong-Tie ~APPING TO BE 1 1/4"x20
-ABA46 ~4'x6' P°st/ GAUGE STEEL or 'SIMPSON' EQUIVALENT ,,,
' -ABA44 4"x4' Post
-ABA661/6'x6" Post CS20 (COILED STRAP)
(All stropping shall be installed
· '.' prior to sheathing.)
Post to Concrete NAILING & STRAPPING at,
O / Connection Detail EXTERIOR WINDOW / DOOR HEADERS
(Required for all New Construction and/or New Additions)
--(3) 8d Common Nails 'B' .= (Wood Frame Construction Manual)
Notation 5 B S Ge Schedule
(1) , t t f neral Notes
4'-0" 4 (1) 2x42 2 2 2
g E erg,0,s Nail
8'-O" 8 (2) 2x4 or (1) 2x6
.c:;...1.1. Porch Column Detail E. Number of jack st"ds at eoch end of headers (assume double headers
10'wide x 4" dee[
x 12" tall bm. pocke{
16'-5"
Unfinished
Cellar
(28' tangth)
x 12' tall bm pocket
T6'-5"
14¸
(2)13/4"x11~"lvl flush trimmer
Note:
HWH
Provide Fresh Atr
To Mechanical.
(2)13/4"x11~"lvl flush t~mmer
extension
W16x31 stest
Iow girder
(43'-4" total length)
~,,~
20'-8'
CM
at 16"oc (3')
(18' length) /-/
16'-5"
down 16'
W16x31 steel
Iow girder
(43'-4" total length)
flush bdt.
II
(6' length)
Install 2"x8" treated Nailer
lagged to solid Rim Joist w/
3/8"Ox4" long at 16"oc
staggered top & bottom
for Deck Attachment
bolts to be hot-dipbed galv.
(see detail 3, same sht.) 18'-6'
TYPICAL DECK PIER
6"x6" treated post on
12" Dia. x 8ft. tall P.C.(min.3,000psi) Piem on
Undisturbed Soil, min. of 36" Below Grade.
Top of Pier to be flush with finish grade.
Install Simpson Base (see detail) into
Concrete Pier for Post Attachment
Flue &
Thimble to be set 6"
from side & rear
~ FLOOR JOISTS ~
~ (2)2"x6' pressum
Top of Beam rJ~ I i~ I treated nailing plate
align with top ~/ ' ~-~ ]j [~ '
of foundation
Staggered each side of Web.
Secure Top of Columns w/
(2)~'dia. x 2" bolts
(see plan)
Pipe Column
Steel Girder Detail
1-1/2" = 1'-O"
NOTES:
1. Double All Floor Joists Under Parallel
Walls Above Unless Noted Othe~vise,
2 Utilize Steel Shims Only Under Ail Girders.
LEGEND ·
New Foundation Well ...............
On Footing .',",l'" ' " -
top of well (0'-0") ...............
Lower Top of Well ...............
(see plan)
FootingNew Poured Concrete
Detail Symbol
CELLAR SLAB
4" Poured Concrete Slab
over 6 mil. polythetyne vapor
retarder (lap joints as required)
on Undisturbed Soil or
Compacted Sand to 95%
Relative Density.
install a 1/2" Premolded
Expansion Joint at Perimeter.
(see Detail)
(2)2"x6" treated ~
Sill Plate ~
Coated Copper
Tem~ita Shield ~
3,000 psi min.
10' thick P.C.
Foundation Wall
(un.ss noted othe~wse)
To Grade
Provide 2"x4' t(
1/2" Premolded Filler
At Pedmetar of Stab X,
Cellar t
(see plan)
(3) ~4 Rebar
Compacted
Clean Fill
Typical
Foundation Wall
1"= 1'-O'
TYPICAL FOOTING
3"0 Steel Column on
48"x48"x18"deep
Poured Concrete Foot'g
w/~¢4 rebam at 7"oc E.W.
(6 total)
~T~PiCAL
~-\ L~J SP~CING
Z TY.~C~_ I
'=' CORNERS
Typical
Anchor Bolt Dtl.
Lap Building Paper
over Deck Flashing
over Plyw~l Sheathing
to Approx, 8'-12" above
Decking
S.S. Joist Hanger
318'~x4' Lag
staggered top & bottom
bolts to be hot-dipped galv.
Detail
(see plan)
of Deck Ledger
~ r(3)Coctinuous fi4 Rebar
.....
x, I~1 .,''
Section Thru
Window Header
~) Foundation1/4..: 1'-0" Plan 4~--~--~-o sca--~Cellar Window Detail
~. anchor bolt
(7" embedment)
well
IMich .ael
Uacr, na
Arch itect,
P.C., A.I.A.
P.O. Box 475
St. James, N,Y. 11780
phone (631) 686-6585
fax (631) 686-6786
email MMacrina@optonline.net
web MMArchitectpc.com
Revisions:
1 9/2/11 Remove covered porch
2 1/13/12 Removeallade&reardealand~ngs
No. Date Description
Project:
Proposed
Residence
For
Steven &
Gretchen
Mezyn eski
Route 25
Orient, NY
Town of Southold
Foundation
I Plan
- Details
Date: Job No..
May 3, 2011 1047
Scale: File Name:
As Noted 1047-Constm B
Drawing No.:
A-3
Michael
sS=;°be/, M a cri n a
.E Arch itect,
of saddle
Consult General Contra~or
(3)2"X10' Hdr.~~~ ,~~ __ ~----~ ~ regarding jama~ thickness
" ~ unless no~ P,O. Box 475
' ~ o~e~lse on plan St. James, N.Y. 11780
..... ~ ~ , phone (~1) 6~-6585
~ ~ web MMArchit~.com
II ~ Kitchen ~ ~ /(2),%"x, ,A",v, ,ush bm. ~L~ (2)~%"x, ,A',v, ,ush bm. -* ~ ' of typical door
' ~ undel w¢l a~e m I o flush hea~ ~ ~ ~ m
~ L~ I g ~: (18'len~) ~ ,~ ~ 1 9/~11 Remove covered ~rch
~r mr ~ 0~n'g m~mE ~ ~ glass dr ~ __
~ ~~ ~~ ~~-~- ~ , ~---~ m .... ~)~ ~ ~ ~ of floor framing
' ' ' m~k ' m ~ Il d~n~ --'-°i .¢ ~ ~ ! ~ , Bot. of Header/Bmo~ing Route 25
m .~ , m ~ 8'~ ~' A.S.F.
q 1 d~r I q m ~ ' glass dr. ~ ~/ ~~x ~ Odent, NY
~ · ,, ~ ~ (3~x10 Hdr, (3~x10 Hdr~-- ~ ~~ - Town of Southold
mul~ mull~ ~ ~ ~x~ ~ ~ ~ ~ - Suffolk Co
19' ~11 transom i ~ ~ ~ Sh~m Sp~
~ m (see plan) /
LEGEND:
HOLD DO~ CONNECTION ~ Date: Job NO.
STRUCTURAL POST · S~le: Fde Name
(MIN. (2)2x6) As Not~ 1047-Constrn B
TALLER / LO~R WALL ~ Drawing No.:
First Floor Plan ~o~,~ / w,~ 0,~,.~ ~
.,o,.} % Macri
P~TE (3)2"x6" Hdr. (3)2"x6' Hdr. Max. slo~ of 1 2
CLR24 CLR24 1/2" die Machine Tile Fir. / ' SubFlr.
STAGGERED ~ ~ 1'_0- 1,_0- Steel to be pointed oil sides
I I with a rust preventer prior 3" = I '-O'
to beem assembly
Detail Of typical flitch beam assembly
Rigid Insulabon
Pnor to Shea~~ 45'-0" Consult General Conbactor
, 17'-6" , 10'-0" 17'_6" I Not to Scale ~ ~ regarding jamn~ thickness
.... phone (631) ~6-65~
~ (3)2"xl 0" Hdr, ~ ~ /~11 ~l~ng ~ (3~"xl 0" Hdr. - ~
~ FILLER BLOCK Master__ ~-~~ 4,[ tub~ ~ [ j
of
typical
door
jamb at corner
STAGGERED Light= 14.7% = ~1 ~mm;m, (12 length) 4~+ Bath ¢1 ~ ~11 ;a ,0sC rofter
exterior turner post ~ ~ e~ 6' ~o ~ ~ 10set ~ Building -- ~
,,~ ,,o s,, , ¢ ~ -~ ~ _ ~ - ..... PLAN REFERENCE NOTESI
~. II II ~11 I',', I~.' % _ _j / ~ ~ -Custom Leod Pan ~ 4-1/2' taml curb Town of Southold
x. I~ I I ,_, ~] ~ ~ J i/~ ~ the shower ~lve to the shower heed
- su.o,
t.p. gla. temp. giass ~ Two 48' wide x 22' deep x 36' toff Vonifies Ch.k. By/
~,_o. ~._¢ ,o,_o- ~o,_o- ~,_~. ~,_o. LEGEND: the show. ~lve to ~e shower he~d
Second Floor Plan / WALL CABINET ~ ~ 36"x40' Custom Shower with: AsNo,~ l~7-ConstmB
~ to the permenent structure.
/, Michael
eve.bong "' Macrina
,, 1 2 2 xlO Ridge Board
> ~ i '- / ; ~l ~ ~ ~ ~ J ~ ~ [ a i ~ (2)CJ. underDo~erWalls P.O. Box475
~ ~ ~ / I '~ / ~ ~ ~ ~ ~ - ~F ~J ~ ~ .. SI. James, N.Y. 11780
~ , ~ :~/ ~ ....... / ~ =,~ ', ~ ~ 2-~,0... ~ ,, ,,, e~ ~ec[Ion ,..utypical dormer phone (~1)686-6585
~ , , (14'length) ~-- ~ h ~ ~ J ---- ~ (~qength) ~ ~ -. , J ~ ~ ~-- ~ / email aMacrina~o~online.net
,,,, ,, ,,+
E ~ ~ a 16"oc 4' ~ [~ ~ ~ % **'~**~ ~ !at~6'oc(4') ~ ~ n Revisions:
· o ~ ~ iI ~ I ~. xl 4 v R dge Bo~r~ _-- ~ ~-- u ~ .... ~ I ~ ~ 1 9/~11 Remove covered ~rch
> mm x ~ * xLL~% I x ~ x m ~ * ~ m e~ r
/ - % 8"~keover,ang ~ 8' akeove, lang % ,, 8"mkeove~ang ~ % ~/ ~ ~~1~% ~ ~ H l]
~,'.8'R, ~,6'oc~ ~ 1~,. _~~~r.~ ~% m ~ HII For
(~p atlg~do~m O.H. I ~ / / ;igi;~ ...... ~ '~ ~ ~-- ][ H~
.,....o..c-.,
~ as ~r .ai,ng s~u~e Rout~ 25
. WALL - -- 3/4"'Advante¢ P~ OrieRt, NY
~ ~-~,-- ~l~n .[.ow .0. IIII ~ ~ /' IIIB ~~Subfl*r.beglued
~/4 = a -o ~1~ I Town of Southold
~ ~
INDICATES AREA OF
~S~pping Ch~k~ By:
SEQUENCE
OF ROOF FRAMING ~ ~ l(~pi~lall~enings)
,, ~ ~ ~ ~ ~,, o
J ~' [ ~ i &nailod to oists
,~ * . . ,, , 8ool ~lan
- Dormer Plan
May 3, 2011 1047
P~c ~an for dormer la out
1/4" = 1'-0"
Second F~r. Ted PL _
12
Ridge Vent ([ypicat) -
Rake
11
DO~Tner
Offset
,_"_ ~-- ]]- :Z-: ] ] _-- ] ]--- ] ] ] ]: ] Z:-: ]--: z ]__ __ ] Z ] ] Z:- ]]--_ _-] ]- ] ] Z-] Z ]--- ]- ]:- Z]:- ]-;-: ]]: ] ]--]: ]- ] ]- ]- ]:-- ]: ]] ] ]-] ]--- ] ;:- ]--]- -
Left Elevation east
12
II
Fascia O.H.
Entrance Door
to be selected
L~ne Indicates Foundation
~_] Wall Below Grade
~'--~- .................................................................................................................... .... --~ ................................ ~ ........................................................................... ~ Line Indicates Footing
Front Elevabon .o.. Below Grade
114" = 1'-0"
Typical Roofing
Cert,-Split Medium Handsplit 24" Red Cedar Shingles
Number I Grade Blue Label with Cer~i-Last Preservative
Treatment to be installed as per the Cedar Shake &
Shingle Bureau.
Sheathing
5/8" CDX plywood sheathing
Exposure
5-1/2" max. exposure for 4:12 or steeper roof pitch
4-114" max. exposure for 3:12 to 4:12 roof pitch
Undedayment
instal[ (1) Layer of Ice & Watershleld (self-adbedng
polymer modified bitumen sheet) over ail roof sheathing.
Installation
Install ( 1 ) Layer of 30~ fog between each course of
shingle as required by the Cedar Shake & Shingle Bureau.
Vaileys
All Valleys are to be protected with copper fiashi~ over
(1) layer of Ice & Watomhleld. (see detail)
Ventilahon
No Ventilation ~s required (hot roof design).
Fasteners
All Fasteners are to be 3d box 1-1/4" comosion-resistant nails
with a minimum penetration of 1/2" into the sheathing.
Use (2) nails only for each shingle approx~mataly 314"
from edge and approxlmatoly 1-1/2" above
exposure line
Gutters
All Gutters are to be 5" Haft Round Copper&
All Leaders (downspouts) are to Round Copper.
Locate all leaders into unde~grcund piping
to drywells.
(Refer to Elevations for Locations)
Typical Siding
18' Western Red Cadar Certi-Grade perfection
shingles to be Numb~er 1 Grade Slue Label and
installed as per the C;~Jar Shake & Shingle Bureau.
over 30~ Felt Paper
over 112" CDX Plywood Sheath'g
(install 1/2" pressufel treated Plywood Sheathing at Base)
Exposure
6.5" Exposure TO 1Tee Weather
Finish
to be selected & dis(cussed with homeowner
Corners
Altemata Weaved Olutslde & Inside Comers
AQachment for each shingle shall be held in place
by two hot-dipped zitnc-coatsd, stainless steel, of
aluminum nails or shaples. The Fasteners shall be
long enough to pened~ate the sheathing by a min.
of I/2" and shall not be overdriven.
Staples shall not be less than 16 gage and shall
have a c~own width ~of not less than 7116", and
the crown of the staples shall be parallel with
the butt of the shingle.
Installation
Tt~ Bottom Course shall be Doubled.
Exterior Light Fixtures
All Extador Wall Lights are to be installed on
a 5/4"x8' wide x (2) ~shingie courses tall
Red Cedar Block.
Exterior Trim Boards
Matedal
All Extedor Tdm Boards are fo be 'Azek' or equal.
Exterior Painting
Color to be selected by owner.
'Azek'
All Exterior Tdm Boards are to be Filled & Pa~ntsd.
Utilize a minimum of two coats of a 100% latex-
ac~fic semi.loss with a Light Refl6ctive Value (LRV)
of 55 or higher.
'Pine'
All Extenor Tdm Boards are to be Filled & Painted.
Utilize a minimum of tw~ coats of a 100% ~atax-
ac~lm semi-gloss over
one coat of an oikbased pomer or
no pomer if surface ~s already pre-palmed.
Flashing
For all Horizontal Wall to Roof Intersections,
Install Metal Coil Flashing
For ali Sloped Wall to Roof Intersections,
Install Metal Step F~ashing.
AIl Window Ddp Caps to be Aluminum
to match tnm color.
Michael
Macrina
Arch itect,
P.O. Sox 475
St. James, N.Y. 11780
:)hone (631)686-6585
fax (631) 686-6786
emad MMacrina@optonline.net
web MMArchitectpc.com
Revisions:
9/2/11 Remove covered porch
2 1/13112 Removealls~e&reard~dand~ngs
No. Date Description
Project:
Proposed
Residence
For
Steven &
Gretchen
Mezynieski
Route 25
Orient, NY
Town of Southol~
Suffolk Couny I
Sheet Title:
Elevations
Front
- Left
Date. Job NO.:
May 3, 2011 1047
Scale. File Name:
As Noted 1047-Constm B
Drawing No.:
8#
Offset
- Ridge Vent (typical)
I' 12
12
Second Elf. Top PI.
flashing behind
chimney
',
Galv. Alum. Window Ar
w~th 8' pea-stone floor
top of floor to be a rain.
of 6" below window sill
Elevation
west
1/4" = 1'-O'°
12
1
12
---,~- Fla red Shingles ..... !l
Rear Elevation
1/4" = 1'-O"
to be painted
Fin Dim.
'Timbertech' Rad~ rice Rail
2'x2" 'Timbertoc[ Balusiers
to be spaced a m ix. of 5"oc
'Azek' to
be painted
to be fastened
to Floor Structure
%" Shlplap & Glue joints
'~mbertech' Radi
of typical
railing & newel post
Detail
ince nad
to be painted
-Conc. Pod under
Stoir Stringer
Detail o, po.c. ~..eck steps
Notch over Rim Jo~st
zinc-coated Lag Bolts w/washer
([wo per post)
2x Treated Blocking
behind Railing Post
Joist
Plan Detail
of newel
post attachment
, of Deck
Rim Joist
(see plan)
Michael
Macrina
Architect,
' P.C., A.I.A.
P.O. Box 475
St. James. N Y. 11780
phone (631) 686-6585
fax (631) 686-6786
email MMacdna@optonline. net
web MMArch~tectpc.com
Description
Project:
Proposed
Residence
For
Steven &
Gretchen
Route 25
Orient, NY
Town
Elevations
Rear
I. Right
Date: Job No..
May 3. 2011 1047
Scale: File Name:
As Noted 1047*Constrn B
Drawing No.:
A-8