HomeMy WebLinkAbout40514-Z FAX: (631) 765-9502 purvey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
2D Flood Permit
Examined 20 Single&Separate —
FEB2 6 816Storm-Water Assessment Form
Contact:
Approved. .........
20 . ., Mail to: �
TOWNWSOUTkIO
Disapproved a/c
one. ,
'4
Expiration 20
,e
ui to �fn pe for
APPLICA`T'ION.FOR BUILDING PERMT
Date eqz 20�.
INSTRUCTIONS---
a. This application MUST be completely filled in by'typewtitef bf id ink:and_submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises :relationship to,adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not,be commenced before;issuance pf Building Permit.
d. Upon approval of this application,the Buiiding�Insp ctor"will issue a'l uilding Perm to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the;work, .
e.No building shall be occupied df'used in whole or in paii for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy,
f. Every building permit shall expire if the work authorized fias not cQmmenced within 12 months after the date of
issuance or has not been completed within 18 months from such:datet If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector,may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE,to.the Butldipg I , pArtrnent for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town o .Suthold,Suf�lk C' 1 ;New Yiork, and other.applicable Laws,Ordinances or
Regulations, for the construction of buildings, additioris, or alt r, "to, of Or removal or demolition as Herein described. 1 he
applicant agrees to comply with all applicable laws, brd'inanc:'s,building,code housing coder and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
lin�
(Mai g address of applicant)� ai `.
whether applicant is ow lessee, agent, arc
State pp g , bite engineer, general contractor, electrician, plumber or builder
Name of owner of premises Vir
As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.,
Plumbers License No.
Electricians License No.
Other Trade's License No.
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
7651802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 001
New Construction Old or Pre-existing Building: _.. (check one)
Location of Property: ..._. .. . ............ ..
_.._ _...
House No. Street Hamlet
_
Owner or Owners of Property: _ i
Suffolk County Tax Map No 1000, Section .„ `Block _.w: mm Lot m mm
Subdivision
......._._,, ......_. m ....Filed Map. .�.... �......�__� Lot:..._ _.
Permit No. Date of Permit. ._.. Applicant:
Health Dept.Approval: .._„ .... _Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate _ITIT
Final Certificate: (check one)
Fee Submitted:$
ni 1 .........
Town Hall Annex ' Telephone(631-1802
54375 Main Road Fax(631)734-9502
P_O- Box 1179
Southold, NY 11971-0959 r
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED
WOOD CO ISTR CTION A1OR EER CONSTRUCTION
Date:
�./ �O
Owner__ l
Location of Property.
p
line). ,
Please take notice that the (check a bl
New residential structure ; di: „
Addition to existing res
_ - idontial structure
Rehabilitation to.ar�,,exlsting„residential strudu q
re
:-- N
p at the
to be constructed or performed- b b) t.p „�re�r nce above will utilize
(check applicable line):
Truss type constsctao6.( T
Pre-engineered c anstro� " '°
Timber construction (TO) „
in the followirig location(s)(check applicable line):
Floor framing, including; 1l-d6m ark; a r
y
Floor and roof fra
ming (FR) ,
Signature:
Name [person b ittin this form
Capacity (check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
1
Q
Scott .
sell � " �� ST 1R...l�� WATER,
SUPERVISOR µ MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 119T1 Town of Southold
CHMYrEl R 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING
(CHECK ALL THAT APPLY)
Yes No, „
A. Clearing, grubbing, grading or'stripping of land which affects more
than 5,000 square feet of ground surface.
B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM-Map of any watercourse:
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to ill of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Inform F
ation, Date & County Tax Map Number! Chapter 236 does not apply to your project
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: [Property Owner,Desig ratf aoiceal,Agent.Contractor,Other) S.C.T.M. '�' 1000 Duie
NAME:
wN Section Block Lot
a,w
FOR BUILDING . AR I'MENT USE ONLYZj"
SIG DP.P
Contact InfornWtiort
Reviewed By:
Date
Pro ert � dIc11'ess 1.. ction of Construction
Work:
" Approved for processing Building Permit.
_.. _ - _ Stormwater Management Control Plan Not Required.
ElStormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
PIPE,—
LAND
IPESLAND N/F 01
OF 85'
DANIEL & GENEVIEVE MCMONIGLE pg FOL PIPE W
NL Oe
0.8'N E..
, 17.3
LAND N/F
n LCNG . , 10.1 OF
. ANTHONY SALTALAMACCHIA
^ M; ELIZABETH STEINBUGLER
a
LAND NSF I� 6.19" F..
OF
ROBERT W. DIXON C
REVOCABLE TRUST a O
A III m'�
ll U' w pyp {,rq,Ir ^^pI�niOdOW u' "'
O44" uii ��� LLim IV lNN1V" IIIInulp...........
0.5'W
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05° PIPE
Z 5.0
e
O.I E
I. . SO
PIPE
U.P.
'IVr" SUS 0
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Cal
U.P.
F
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TOGETHER WITH AN -47
RESS & EGRESS EASEMENT
BEACH RIGHT OF WAY
AS RECORDED.
LIBER 3267 PG.303 RE NATER SUPPLY, NEU-% DRYNEUS AMD CE'
LOCATIONS SWNN ARE FROM F7ELD 08SERVA7A
AIS OR DATA 08TAww FRAU ORHERS
8, 762.50 SQ.FT. or 0. 19 ACRES ELEVATION DATUM: —
JTHO7IZ£D ALTERARON OR ADDITION TO INIS SURVEY IS A VIOLA RON OF SECRON 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS
NOT BEARING THE LAND SURVEYgR'S EAA90 SED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID RR/E COPY. GUARANTEES INDICATED HEREON SH.
TO THE PERSON FOR W-fOM THE SURVEY IS PREPARED AND ON INS BEHALF TO THE RILE COMPANY, GOVERNMENTAL AGENCY AND LENDWG INS777U
:D HEREON, AND TO THE ASSIGNEES OF RHE LENONG WS777IJ71M GUARANTEES ARE NOT TRANSFERABLE.
OFFSETS OR DIMENSIONS STHONN HEREON FROM RHE PROPERTY LOVES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE RHEREFORE THEY
WENDED TO MONUMENT THE PROPERTY LOVES OR TO GLADE THE ERECRON OF FENCES ADDITIONAL S7IRUC7URES OR AND OTHER IMPROVEMENTS EA
inP aeavu;Farx SmuenJRFs RFCnMM OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF 5
REVISIONS:
w r'
x.'
REScheck Software Version 4.6.1
ComAlan Certificate
Project
Energy Cade: 2010 New York Energy Coriservation
Suffolk Countyj New York
O'arl adtion Type: Sirtgl+e-famldy
Froi—t T t,erat➢on o
C �rlate2elele: 4 O
Fe"nk EBS
Iffem i?Ii Number-
.
Covisuuction Site: Owne Agent-. ignerfCCtm'trertor- S '
FLJLJ.ER Mark-S&WCA7,Arcl tect
545 SOUTH LANE P-0.Box 333 —
EAST MARION.CVT 0utc['logue,NY'11535 __U
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A
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E":pII2I€e: S- Etetter T h.2n code m2G1TP urn UA: 1W Your UA: 170 � O
hCM dwe to !6F• i!x ban"an b7 P.
@t exp m7r pmt an tali-rnc 4F*,*r:9 ure cw r=&* to•w• ihtxr !. C a
CLOSE OFF a W
Envelops Assemblies
OPENING
A UP N = 00co M
^ °�
�rF 1,275 1.3.0 CA 0.09.2 X11 ��
1t�>I'�1 1:1At�+1 I•'Yfa1CL�C,11�'aa.er
1P'ddow 1:Wood Fratne_-Dm&te Pane rath Law-E 243 0.320 79 1 1 1 p•1••1
rl
Door 1:Solid 40 0.290 11 ; � —
Cov7plrance Smterrlewrt; T1he ptroposed building design described hem is 10 1..tent with the buil&ng plass,speccA=atkms other 00
� � ;I; 41-01f
�ca]e at-ions subs 1 the permit:npp[i�.-atian.The I ding has been designed to meet the 2010 New York Fnerqv
Cxmseruer l anon Cnc9e -remert in Version 4„E,1 1611 comply arridl the anandatxsry requirements meted in
the RESchet*inspection CheddIsto
_ne-Tide gnezire to 00
O N r — — — — — — — — —
:10
�OQ Q '1iu - 1 _ N I
u (3)2X6 ACQ
5/4 DECKING GIRDER
2X6 ACQ @16"OC
r' (2)1-3/4X11-7/8 ML HEADER e/
ti -------- ------------------------------------- 2)2X10 HD
C e•
1 -- -- -- -- -- -- --- -- ob4
3-0
(2)1-3/4X20 ML UPSET BEAM ,
V*.
p` I O 0
ALT: (2)14"ML w/5/8”STEEL PLT.
ALT: (3)9-1/2 ML w/(2)1"STEEL PLT. - I a: "¢
O (2)12"dia
Ce w PORCH I ; CONC PIER I z z
D 4
z
Ln Prrtje�T6e_ Report date: 02x24116 � o I� ( � o �
T}a� ilenarr�e p�3ser: T raftir� tat t iDr ►rsrt ?�E:Sr et J1 -R tic Page I f 00 ( � I
x x
WALL LEGEND
______________ 9 -31/2 L — — — — — — — — — J
WALL TO BE REMOVED POST W
(fYP)
EXISTING WALL (2)2X8 DF#2 HEADER (2)2X8 DF#2 HEADER
NEW WALL G65 G65
4" 4-
NOTE:
• •p/ •O O. 4" O • • O. 4" • • • • • DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL
t / / / 4" [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6= 6"]
I DIMENSIONS OF NEW WALLS ARE FROM STUDS o
[EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] ST■ FL 0 0 R PLAN m o
I I I �JI to ' . if
• I I ( " - ' x
I I 0 I I I 1 I I I SCALE. 1/4 - 1 O m 41
I I l ti I I I I I I ; v° �
#10 STAINLESS STEEL /1 ' / ' I
I II 1 I I OR GALVANIZED I •I I I I ( I ( I I
WOOD SCREWS W/ \ J ( .. J ( . J I t•
I iFyy
1 � • WASHERS @ 12"O.C. .� .Ly d1 tC
I I 1 I
l I I I l I I I 12"O.C. 12 OC I 5
12" I1 11
I I 0
0 I • 1 i I I I I I 3/4"APA PLYWOOD I 01 + 0
SHEATHING 0 W
1 / " 1 1 1
1 1/2 APA RATED SHEATHING
Il l GRADE PLYWOOD I` I 1 I / 3
(ALTERNATNNE:7/16"O.S.B.) 1 I • l I 1 / • I 1 /•• 1 �1 • ( �1 / •
1/2"APA RATED SHEATHING I /
• 1 I I 1 ' ' O I I ' I I ' GRADE PLYWOOD
• I � � � I I � I I ( I � (ALTERNATIVIVE:7/16"O.S.B.)
• • I •• I I • I • SINK w`" (A
10 ( I 1 I i t D.W. 13„ w
#10 STAINLESS STEEL I l 1 I
OR GALVANIZED I I I 2X STUDS 1 I I / I I F.A.I.
WOOD SCREWS W/ /,.( J \ OI STUDS I I I FSI
• WASHERS @ 12"O.C. �(•J \\\ ` / \ 1 r '
I ( WINDOW SILL •I I ` • J I •• I J , • l J I • l v
J TYPICAL WINDOW OPENING ( 2 / e O
� I I
1 I 1 I LESS THAN 4'-0X8'0"OPENING #10 STAINLESS STEEL 1 C.O. ul
I ( )
OR GALVANIZED
1 I I 1 WOOD SCREWS W/
• I I I I I I ( I I I I I I I I I WASHERS @ 12"O.C.
TYPICAL DOOR OPENING 4
(LESS THAN 4'-0X8'-0"OPENING) MULTIPLE PLYWOOD ASSEMBLIES TO APROVED
2-2X4 DF#2STUDSCONNECTED SLOPE" 1/4" PER FOOT 4"C.I. SEPTIC SYSTEM
TOGETHER WITH STAINLESS STEEL
OR GALVINIZED BOLTS W/WASHERS PITCH TO DRAIN TRAP HOUSE
AND NUTS @ 2'-0"O.C.
U
TYPICAL MULTIPLE OPENINGS
r�
(MORE THAN 4'-0X8'-0"OPENING) PLUMBING SCHEMATIC x
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
NTS
zc AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ,.,,s T
�.'•, � WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
1% AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TOS^
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
p CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
.. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. °?.� '( ` _•. •� .-k
'. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4 "
�. .w: ' •, 'IES � �' DRAWN: MH/MS
. ���,� fit ,� i��+',�co��,:�. • � SCALE: 1/4"=1'-O..
JOB#:
February 24,2016
SHEET NUMBER:
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS,
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
4"MAX.
4"DIA.MAXIMUM
4"DIA. MAXIMUM
POST
GIRDERMEADER
eo
p .
POST/COLUMNV
Z 12"x12"x12" V V"
CONCRETE FOOTINGLo
Y \ Y \
pq. .
DECK POST FTG. CONNECTION
DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING POST-TO-GIRDERMEADER CONNECTION
4'. 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING
M:. USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS W
4:.
1-1/2"SPACE a
MINIMUM
O A
HANDRAILS Z
O
GIRDER F'
POST F--�
GIRDERMEADER o Z
POST/COLUMN
RIM/DECK 101ST
BALUSTERS o CONCRETE PIER ••'\"" ,
O �.
OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION J,
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION '
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-T6-POST CONNECTION
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDEIR/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND `
LAPPED OVER FIRST CONTIN. O �O-'
GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL H a
2-1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON
CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED)
LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB O O
• STAIR TREAD o
POST/COLUMN ° BRACE TUBE
o ° FILL AS PER MANUFACTURES'INSTRUCTIONS
RIM BOARD
L� `n
_ _ _ _ _ F—� W
STRINGER "• FLOOR FRAMING
2x JOISTS III=III=III= ___ ___ =III=III=
III=III=III=III III=III III-III III-11 W
BLOCKING FOR ;-IeJOIST HANGER
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p p
v
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD.
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �� DISTURBED/POOR SOIL
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL
DECKIPORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE M � o
I FIT CONSTRUCTION TUBE AND PLUMB m cu U
A), 1•I'1`� BRACE TUBE x ,n v
FILL AS PER MANUFACTURES'INSTRUCTIONS in o
• r~ w CC�
III-III77.III=III-III-III-III-III-III-11
STRINGER rr� V 4 U
m
(2)THRU- WOOD JOIST JOIST to U M
C PB44 POST 4 BOLTS i CONC. PIER FOOTING N v v
ANCHOR d1a. BIGFOOT SYSTEMS FOOTING FORM
PIER16"TREAD GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN W
' COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
GRADE • a CONC.SLAB °a WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILTY AND EFFECTIVENESS OF THAT
•°.P• (AS REQ.) 4.4 a
PRESCRIBED IN THE CODE.
°e B"dia. P"V DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
s:'°
CONC. °. •' PER PIAN ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT
Y-0- d- PIER ,.da- FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.
c '-°,4 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER U
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDERMEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST O
E~
HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE
All required handrails shall be of one of the following types 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL
or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY SPACING NOTES
2 . Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: PER TOE U
1).Type I. Handrails with circular cross section shall have an ) j P P 4-8d COMMON
outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL x
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE
' than 2 inches. If the handrail is not circular it shall have a 2-8d COMMON �
perimeter dimension of at least 4 inches and not greater GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL
3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE
than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT 2-8d COMMON
dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL
be 4 ft. below grade. BLOCKING TO: EACH TOE
MODERATE SLIGHT TO
2).Type II. Handrails with a perimeter greater than 6-1/4 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE 3 -16d COMMO BLOCK NAILe
4). Deck joists to have blocking at 8 0 o.c.. TO HEAVY MODERATE � '•�=��:� ;
inches shall provide graspable finger recess area on both I I I I I ILEDGER STRIP EACH FACE :"°"�" A
sides of the profile.The finger recess shall begin with a 3 -16d COMMO S s \ °
P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL -5-
distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts M` i' �
g g JOIST ON LEDGER PER TOE °� L l��t
portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3 -8 COMMO "�+ �; Oi V
TO BEAM JOIST NAIL �tr� �� ,
inch within 7/8 inch below the widest portion of the of F•. ?'
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3 -16d COMMO PER END _ " :;'"
DRAWN: MH/MS
JF
TO JOIST JOIST NAIL +; d: I'•s%'`` "' I�1 �
inch to a level that is not less than 1-3/4 inches below the (,'i"� ¢ SCALE: 1/4"=V-0"
7 All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER ' ' u
tallest portion of the profile.The minimum width of the ) 1 PP g 2-16d COMMO TOE NAIL '
handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT a� q,�? JOB#:
maximum of 2-3/4 inches. Edges shall have a minimum - February 24,2016
g 8). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal � * ,. SHEET NUMBER:
• radius of 0.01 inches. for any contact with ACQ. �•fir' PJ�`t
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WIND
FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS:
GENERAL NOTES.
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES:
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
CEILING JOIST 8
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in 'WALL: 3-8d COMMON EACH
TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY:
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ 8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS
3). Dimensions shall take precedent over scaled drawings. (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD] 20
4). WALL ASSEMBLY TO FOUNDATION: RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40
TO RAFTER 2 - 16d COMMON END NAIL
(DO NOT SCALE DRAWINGS)• SLEEPING ROOMS
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift (SLEEPING) 30
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) W
spacing Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL
specific use expressed or implied in the use of these plans. P g P p g 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1
ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE Z
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMONJOINTS FACE o O
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ►-+�
6). The General Contractor its to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE w U
STUD O.C. NAIL Sym.:
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS) ® SEE FLOOR PLANS
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor gind Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD
FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
4- 8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shallwith table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
t` be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation.
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
3.5.
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13
9 CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS
'' • � poured on 4 inch thick sand's or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• BLOCKING TO: EACH TOE ( )
c. to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD OO,
„ anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL x
8x16 cast iron foundation vent for every 150 sq. ft. of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES Z
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W
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the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOISTNAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �4 W
SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1
Girders on concrete piers shall be anchored with proper steel connectors anchored W
FRAMING NOTES into concrete with a minimum 1/2i dia x 7 long anchor bolt with washers and nuts. F H EATH I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL
3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING
g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Edition Wood Framing Construction Manual. �� �� P g g g
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH 1 N G•• NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
g P 5 . A minimum of 10 inch flashing shall be installed between the building and ledger. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N, „
3 . Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless noted ) g g g JOINT DESCRIPTION NAIL NAIL 0
CUo
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) M U
m
I~
where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANE011
L FIELD o m
4). Unless otherwise noted s all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD Sd COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" Q.C. SEE NOTE: 3 �` � ° 4
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES x o
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All 'oists to be supported orted with han hangers and anchors. Each Joist shall also be anchored a, 00
LO
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). PP g JOINT DESCRIPTION NAIL NAIL
. �
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � � �
QTY. SPACING o �, ,
and blocking where applicable. n, (n
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8clCOMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � U
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC
anchors where applicable to all connecting joists. PLUMBING NOTES be used. CO
�` �•� U)7/16" OSB 6d COMMON3" O.C. EDGE N � v
6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 4 w �
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
on plans.
WALLBOARD 5d COOLERS 10" O.0 . FIELD
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
3). For exterior panel siding, galvinized box nails shall be permitted to by substituted for common nails.
other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PAN ELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U
PP 8d COMMON „
U
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists
HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD o
as required by current NYS Residential Code-FIREBLOCKING REQUIRED �
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements.
NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1
equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed x$
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
p 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x
ELECTIRICAL NOTES• shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
r p such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ,
' over subfloor as per manufacture's instructions. P y
° 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
,.. SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
k . ' 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
., ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted
P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
to have regular 1/2 sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current A
a installed with an Ice &Water barrier or N.Y.S. Residential Construction Code.
14). All roof with a pitch le5S than 4:12 shallb
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM
fi 7
DRAWN: MH/MS
torch down type material over.
-46 SCALE: 1/4"=1'-0"
JOB#:
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to t
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be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
..„- February 24,2016
x ti4 SHEET NUMBER:
REVISIONS:
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C145 8-9/z x 4'-413/16" C145 " 3-0
CW145 P4045 CW145 CW145 P4045 CW145 (2)1-3/4X20 ML UPSET BEAM I � °°
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NEW WALL CX155-2 P4555 CX155-2 0 0
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DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL L
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1ST. FLOOR PLAN W
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WINDOW SILL • ( \ • I •• J ( • I I• a �T e- * � to O
TYPICAL WINDOW OPENING 4 ��TOAPROVED cn
1 I (LESS THAN 4'-0X8'-0"OPENING) #10 STAINLESS STEEL �y SLOPE 1/4 PER FOOT a^C.I. SEPTIC SYSTEM
OR GALVANIZED Envelope +n emblie PITCH TO DRAIN TRAP HOUSE y
• / I WOOD SCREWS W/ .. - - - aGl
WASHERS @ 12"O.C. ._ _ .ry: . . m N
PLUMBING SCHEMATIC
TYPICAL DOOR OPENING R �
(LESS THAN 4'-0X8'-0"OPENING) MULTIPLE PLYWOOD ASSEMBLIES
2-2X4 DF#2 STUDS CONNECTED Yrafl 1.Woad Frame,l&"c.c. 1,275 13.0 Q.{d il.1382 77
TOGETHER WITH STAINLESS STEEL
OR GALVINIZED BOLTS W/WASHERS VAndow 1:Wood Frame:T7aas1•,1e Pane Y'tWL tow-E W2' 0_300 91
AND NUTS @ 2'-0"O.C. Door 1_-Satid 40 t 180 11 N.T.S.
r 1
TYPICAL MULTIPLE OPENINGS Wall 2:Wood Frame.14;c.r- IJY73 13.0 - 0-0 0.092 73
(MORE THAN 4'-0X8'-0"OPENING) 1,",raxdaw 2:Wood Frame:.l Ie Pane with t E ISO t3ago 5�4 �
11"1:AA-'Wood Joi.••ta/Trw-x.0ver thcand-' Space 1,25£ 13.0 0.0 CJD47 55
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELWing = �teeilinyflrs� rr� 1356 19.E - v.asx
AS PER TABLE 1609.1.4 N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) Cornpl neesma-sncrc �eis stentw the1�'i "gp1 , `r6mm• t°t€"�
c:1_J ns- rr>atted m 1v a Permit nppli tion.The primed Extddinr3#ins been des ned to met the.33241 tteae Task 9Y .
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 6,eCorRr=+chec IngxConstru an C Ceder nesnerRs in 3RE5c#xcic des-.ion 4 I and to comply r>Fe the anande s7 requirements ks2rd in a'P�
6Fe FE5c3recl Inman Cklec4t P r+ ;,ms`s. C►`` ,
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO s ;. ISC 4 P
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL ;ame- e gnature 0 ��(, Z
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �j
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. i L!! r j „ 'A
� 3
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. DRAWN: MH/MS
o r 1
SCALE: 1/4"=1'-0"
JOB#•
March 11,2016
SHEET NUMBER:
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REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
4"MAX.
4"DIA.MAXIMUM
4 DIA. MAXIMUM
, POST
GIRDER/HEADER
0
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'"' POST/COLUMN v
r 12"X12"X12" v„
I CONCRETE FOOTING ��A•. ��A
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DECK POST FTG.CONNECTION
LOCATION USP NUMBER DESCRIPTIONAPPLICATION
DECK/PORCH RAILING
POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING
USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS
1-1/2"SPACE
A
MINIMUM W
• O
HANDRAILS
GIRDER ^
POST rv,GIRDER/HEADER0
U
POST/COLUMN '••>'�
BALUSTERS RIM/DECKJOIST o CONCRETE PIER �• °
P;•
>'
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1 ,' OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION
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x .• ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION
c OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION
USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
(2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN. O O (i) 0
PIECE OF SIDING BELOW UNDISTURBED SOIL h� z
GIRDER/HEADER a
• LAY PLASTIC BASE DIRECTLY ON
2 -1/2"DIA. LAG BOLTS W/WASHERS x
CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) Z
LEVEL BASE
STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB O 0
POST/COLUMN ° BRACE TUBE
RIM BOARD O o FILL AS PER MANUFACTURES' INSTRUCTIONS
FLOOR FRAMING
STRINGER
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BLOCKING FOR JOIST HANGER
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p p
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LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. I
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �� DISTURBED/POOR SOIL
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL
DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o
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LEVEL BASE M , ,•
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eoLrs I CONC. PIER FOOTING
AN HPDR 4 "dia. I BIGFOOT SYSTEMS FOOTING FORM N O W
c PIER 16"TREAD GIRDER/HEADER
a , IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN
• I °.; COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
�'a WOOD JOIST
GRADE CONC.SLAB GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
•°;P• (AS REQ.) q a.'a a
PRESCRIBED IN THE CODE.
a s"dia. °•'d a DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
j' 3'0" a CONC. PER PLAN ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT W
> a� PIER p••a' FLUSH JOISTS WITH HEADER/GIRDER
1.,. ; , ; , ps.a ,°•,a. ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.
p.• :, : ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
P9a �a SPLICED JOISTS OVER HEADER/GIRDER
„p a•.P° THE PROPER STEEL CONNECTOR. U U
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION APPLICATION O
p.. TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOIST U)
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p.'•.
j` ' '• `` ' ; ! HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE
• All required handrails shall be of one of the following es 1 . Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber.
q g typ ) g P NAIL NAIL 3
or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY. SPACING NOTES Fes+
JOIST TO: PER TOE U
1).Type I. Handrails with circular cross section shall have an 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-8d COMMONJOIST NAIL
(A
Yp SILL,TOP PLATE OR GIRDER
outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-8d COMMON EACH TOE
than 2 inches. If the handrail is not circular it shall have a TO JOIST END NAIL
perimeter dimension of at least 4 inches and not greaterGROUND WIND SEISMIC FROST WINTER ICESHIELD
3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE
than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 2-8d COMMON
dimension of 2-1/4 inches. Use a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL
be 4 ft. below grade. ,
MODERATE SLIGHT TO BLOCKING TO: EACH TOE
2).Type 11. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blocking at 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. it NONE -
SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL
1 g TO HEAVY MODERATE
inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE
3 -16d COMMO
sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch flashingshall be installed between the building and ledger. TO BEAM JOIST NAIL
g g
distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE
3 -
8d COMMON
portion of the profile and achieve a depth of at least 5/16 at 16 o.c. TO BEAM JOIST NAIL A
C '
inch within 7/8 inch below the widest portion of the z
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END � '�`6} �C��y DRAWN: MH/MS
3 -16d COMMOIs
TO JOIST JOIST NAIL ",
inch to a level that is not less than 1-3/4 inches below the I +t�-art' i�� f SCALE: 1/4"=1'-0"
7 All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMO PER TOE NAIL t�;ty
tallest portion of the profile.The minimum width of the )• J PP griI�.3 / JOB#:
handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT
' i .ey �1�' March 11,2016
maximum of 2-3/4 inches. Edges shall have a minimum 8)• Use simpson hangers and anchors with Z-MAX tripple protective coating or equal * :.,
's „* SHEET NUMBER:
radius of 0.01 inches. for any contact with ACQ. .
`Q223
4 -w -2
REVISIONS:
NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS:
GENERAL NOTES
WIND FRAMING NOTES
r .. 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
the number of 10d common nails required JOINT DESCRIPTION Q-n, SPACING NOTES
,;.:.,•:: When a collar tie is used in leu of a ridge strap, q
p' CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
p .: •
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL
p' 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
p' intended construction t substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH
p.. : TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL
intent and framing details. They areenas a consrucon a , noa su
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
p• State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA
CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
p. : construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
p` OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt Qom'• SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) W
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL
2 - 16d COMMON
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 p
ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE z
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMONJOINTS FACE O z
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE x p
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE a/ U
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufactures specifications and applicable codes. TYP P STUD O.C. NAIL Sym.: w
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified ® SEE FLOOR PLANS
HEADER ALONG EDGES NAILCn
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O
U
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 4.4
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5
BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)- CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS)
3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C.
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD
6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. d COMMON 4" O.C. SEE NOTES: 1 3 d
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ a
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL x
8x16 cast iron foundation vent for every 150 sq. ft. of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES z
p; 7). Dampproof exterior of foundation with bituminous coating as required by current
TO BEAM JOIST NAIL
x' N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
All fasteners, hangers and anchors to be alvinized or stainless steel. - 16d COMMON I-�-i
the below grade portion of exterior walls prior to backfilling. g g� TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
p'.
p 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W
2 - 16d COMMO �
p' g q Y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 W
p'.. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
p.
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F S H EATH 1 N
p For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
NAIL NAIL
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION
QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. P g g g
p below rade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
p;•. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. g P g STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
p`
Douglas Fir.
g 4). Deck joists to have blocking at 8'0 o.c.. CEILING SH EATH I N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o
3). Floors, walls, ceilings and afters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL � -w
g g JOINT DESCRIPTION N
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) q
where needed. m o
GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X
4). Unless otherwise noted all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ° m `f) 0 °�
WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �" � v °
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N G: O `� x o V)
openings. Bearin wall window sills shall also have (2) window sill plates for 2x4 wall NOTES
g 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, In aul
openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 9IT
and blocking where applicable. QTY. SPACING .� V M
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5
5). All flush beams/headers to he installed with heavy duty galvanized hangers and 8d COMMON ) g g q
anchors where applicable to all connecting joists.
PLUMBING NOTES PANELS WFCM - SBC `-'
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be used. o. � •„ �
PLUM N G O 7/16" OSB 6d COMMON 3" O.C. EDGE N
6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD 5d COOLERS 10" O.0 . FIELD
on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g� g
other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W
provide adequate bracing and plates to protect and secure the structure. Vera with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof afters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING
state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE ALL 1-C HANGERS AND ANCHORS WITH Z-MAX ALARMS
PROTECTIVE COATING FOR CONTACT WITH ACQ. U
where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (�
in floor at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD U)
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9). Provide blocking/bridging 1 g NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. - 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
equipment Supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing usin
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing �
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
" PT Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
12). Unless otherwise noted use 3/4 thick T&G S p yw shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufactur'e's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS CNPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceilin.,and floor level,to resist the free passage of ter,
13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and
2). All electrical work shall be approved by a qualified Underwriter.
ceilings and over furnace to hive 5/8" thick type-x sheetrock. All other parts of building
2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ,
members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. !
to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. `
3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current �` ": ���'�
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14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. C'��,
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approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM
e material over. M �K
� " DRAWN: MH/MS
torch down type �, SCALE: 1/4"=1'-0..
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16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to f t
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be installed with a foam sill gasket and cop termite shield or approved equal. , , JOB#:
t, g rk, .r, Q"> March 11,2016
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