HomeMy WebLinkAbout46619-Z s Of-5
ass
7l.tv 1-'14 alaa
00 l v;1n h
APPROVED AS DOTED �D
Additional
DATE,�e.P.� to / cation
Certifi �
Br: May Be Required.
NOTIFY BUILDING DEPARTMENT AT O
631.765.1802 SAM TO 4PM FOR THE L/1
FOLLOWING INSPECTIONS: V1
1. FOUNDATION-TWO REQUIRED W
FOR POURED CONCRETE U
L ROUGH•FRAMING&PLUMBING B101A'er door U
& INSULATION tend ductwork
t FINAL-CONSTRUCTION MUST testing required.
BE COMPLETE FOR G.O.
AL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OFT! 1 CODES OF NEW
o YORK STATE NOT RESPONSIBLE FOR a
I DESIGN OR CONSTRUCTON ERRORS �C"'" .,,, .."'
m
TRUSS
PLACARDING REQUIRED
mow °
r4 z
W � w
o c
N U
a U
EXISTING SOUTH ELEVATION
SCALE: 1/4" = V-0"
0
v
0 u7 v
0�
0 v
m
LO ,
m v
i
40
m
ON
.,
v
N � w3
w
d
O
N
U
P4
Ile
M �
EXISTING EAST ELEVATION D , ::
SCALE: 1/4 — 1 -0 t�(y��. JOB#:
9/29/2022
0�. 1�`S� SHEET NUMBER:
---
1A-
\.J
Q
W
_ w
u
0
I
m
O
W �
� � z
W � w
o �
o
EXISTING NORTH ELEVATION
SCALE: 1/4" = 1'-0"
0
r�
cn cn v �
oLo
In
.� z -
v
0
.0
6�0
- - - - - - - - - - - - - - - - - - -- - - - 4 Q"
cd u
Ln U = °'
O
', `o — in
CcC
N z N G v
W
0-4
,il
W
W
d'
o �
� N
N
EXISTING WEST ELEVATION �� " � DRAWN:
� ,. 014.
SCALE: 1/4" = 1'-0" '. , ;°� SCALE:
JOB#:
�,,�� 1 9/29/2022
SHEET NUMBER:
A-2
Q
^I P__ I--1
0
-CONCRETE SLAB ON GRADE r�rll
: .26'-21/2;011
;.: :
26'-21/2"
93/4". . ,. :..21,_4Z4E
SPLIT U SPLI
4�1 I I I
I III I I I c II I
3'h KNEE WALL
IIII � � •� � II II II II
III I I
r. NJ-
CLOSET
tCLOSET I 11
—OPEN TO O BE REMOVED---- �^ ��_ _ = 11 L
BELOW
I
1"
or-----—
lu ul c—
"` REMOVE EXISTING
STAIRWAY
MIN 3'd NDIN
in n�------- -I MAX 81/ "RISE 9 —81/2 flP = _
to - - - - - - p
= SHIPS LADDER _ _ _ _ _ _ _ _ _ _ _ _ _ _
� ER N1i'Sat31;.7�F = _ _ _ _ _ _ _ —•�� �______= r� - _ — — — �
----------------------- — — — — — — — — — — — — — — — — — —
W N N NEW(2)7_1/4 ML w EX.6X6 GIRDER p
- SHIPS LADDER
_ -311.7.8.6 _ _ I - j-----
MEZZANINE N EX.14"X14" u
z _ _ WOOD POST
(PER NYS R325) Z
EXISTING FLOORING U
N TO REMAIN W p� EXISTING FLOORING TO BE REMOVED
U - EXISTING FLOOR JOISTS TO REMAIN N
I 1 1 1 _ , , AS COLLAR TIES @48"OC 1 EXIST.FJ @48"OC(REPLACE AS REQ.)
1 1 1 1 I 1 1 D a Lu
> '
LL' m WORK SHOP E ISTING WO N
— — ; — — —; — — —; — — 1 VERIFY CONDITION OF O w ; CONDITIONED URNING STOVE
1 I ' STOVE PIPE AND SECURE Z 1 O
AS REQUIRED v u Z
- V ¢ cV v
Z N I m
I 1 1 1 1 I ® I Lu cf)
mH � O . .. I (r +
W(D x �... t — — — — — — — — — — _ — — — — — — — — �— O L.0 ^JYi
PROVIDE 18"CLEARANCE AROUND — — pa >:r
Ln , WOOD BURNING STOVE FOR FLOOR
EXISTING I PAD(NON-FLAMMABLE)PER CODE.
STOVE TO BE 38"MIN.CLEARANCE cc @) v)
SKYLIGHTS FROM ALL WALLS. w VLO
SERVICE
bA u
3'h KNEE WALL SLIDING GLASS WALL PANEL(INSIDE) SLIDING GLASS WALL PANEL(INSIDE) METER m
SUIDING WOOD BARD DOOR OUTSIDE SLIDING WOOD BARD DOOR OUTSIDE (>5 u
N
IF—
v
MIN.3'd LANDING CJ
MAX 81/4"RISE N a
2 6 -21/2 13'-11/4 -.8'-,31/2. : 4 -93/4. .: . :. w 3
MIN.3'd LANDING
26'-21/2" MAX 81/4"RISE
EXISTING 2ND FLOOR W
SCALE: 1/4" = 1'-0"
R311.7.12 SHIP'S LADDERS u
SHIP'S LADDERS SHALL NOT BE USED AS AN ELEMENT OF A MEANS OF EC O
SHIP'S LADDERS SHALL BE PERMITTED PROVIDED THAT A REQUIRED MEA V)
A EGRESS STAIRWAY OR RAMP SERVES THE SAME SPACE AT EACH ADJOINIT
OR WHERE A MEANS OF EGRESS IS NOT REQUIRED.THE CLEAR WIDTH P
BELOW THE HANDRAILS SHALL BE NOT LESS THAN 20 INCHES. Emu( N
R311.7.12.1 TREADS OF SHIP'S LADDERS
TREADS SHALL HAVE A EPTH OF NOT LESS THAN 5 INCHES.THE TREAD
EXISTING 1ST. FLOOR PROJECTED SUCH THAT DTH TOTAL OF THETREAD DEPTH PLUS THE NC
SCALE: 1/4" = V-0" PROJECTION IS NOT LESS THAN 81/2 INCHES.THE RISER HEIGHT SHALL E
MORE THAN 91/2 INCHES.
V
R311.7.12.2 HANDRAILS OF SHIP'S LADDERS
HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF SHIP'S LADDERS ANI x
COMPLY WITH SECTIONS R311.7.8.2 TO R311.7.8.6.HANDRAIL HEIGHT SIS✓.(
BE UNIFORM.NOT LESS THAN 30 INCHES AND NOT MORE THAN 34 IN( Q'
SECTION R325.1 MEZZANINES SHALL COMPLY WITH SECTIONS R325 THR
R325.5.HABITABLE ATTICS SHALL COMPLY WITH SECTION R325.6.
R325.2 THE CLEAR HEIGHT ABOVE AND BELOW MEZZANINE FLOOR
CONSTRUCTION SHALL BE NOT LESS THAN 7 FEET.
R325.3 THE AGGREGATE AREA OF A MEZZANINE OR MEZZANINES SHALL
NOT GREATER THAN ONE-THIRD OF THE FLOOR ARE r
WHICH THEY ARE LOCATED.THE ENCLOSED PORTIOt c +
INCLUDED IN A DETERMINATION OF THE FLOOR ARE t '� C DRAWN:
THE MEZZANINE IS LOCATED. 80 ,,� ��• SCALE:
JOB#:
9/29/2022
SHEET NUMBER:
� r
A 3
Ql
F~—I
w
- - - - -- - - - - - - - - - - - - -
REScheck Software Version 4.6.1
Compliance Certificate - — - - -- -- w 0
12
8 MEZZANINE w
Project z
Energy Code: 2010 New York Energy Conservation FMMI
W n
Lomb— Suffolk County,New York 12 W
Constnrctian Type: Single-family —
O
Project Typs Alteration
$ C7
Cirrtete Zone: 4 00
F—itoata, Th RAILING
Penrit Number.
�T N U
Construction Site: OwnedAgent: DesignedContractor: 1�1 F-
PFANNER Mark Schwartz,Ard.itenct
275 OAK STREET P-O.Box 933 N fi.j r 1
CUMMOVE,NY cutchogua,NY 11935 �•J
631-734,4185
rrr6architectvoptm.line.net .—
EXISTING F1 TO REMAIN O�
C-01—:9-r%tatter Yt.xn code YarI-UA. 2s6 Y—UA.2s4 _ ----- ADD(2)7--1/4 ML
r/r.t a.uwww.r ri—o.d..du-%-Lw.ar a—..-0.ew:a...d«mar a.d-w r.t... 2X4
CLEAT (2)7-1/4 ML w/ @ ISTIN TO FLOOR
EX.6X6 GIRDER EXISTING 6"F1 @
Envelope Assemblies (TYP) 24aOC TO REMAIN C:)
r-+
.:
CU
Fk-1:Stab-0n0rade:Heetad 100 7.0 1.025 102 EXIST.
ensulation depth:0.1' 00
�
Wen 1:Wood Frame,16•oz. 903 33.0 0.0 0.047 27 POST O �
Window 1:Wood Freme:Dm,bk Pane with L—r 27 0.320 9 CA ~
Wmdow 2:Wood F---Dmkk Pen.orgh L—G 5 0.300 2 O � v 0 Fr
X
Doan:Solid 21 0.320 7 O tZ V
Door 2:Solid 166 0.280 46 w v...
Ln 0J
Wan 2:Wood Flame.19'oz. 345 19.0 0.0 0.060 19 - �- - — 0 �7\7 P4
CK) V \
Window 3:Wood Freme:Doubk:Pena with Lar-E 12 0.300 4
Door 3:Sdid 19 o.ze0 s a• EXISTING FLOOqQ�ffls a• ' �' ¢"
4 V m in
C.tinq 1:Cethedrd Ceding 629 19.0 0.0 0.052 33 ; •• • •. .. • •. .. • •. •. •. •. : +,
Carr+pfiarrce Statement The pr�pased Guiding design deacribad here is ronxistent with d,e building plans,specifications,and other EXISTING p w i In U
caladetions su6nniteed with the permit application.The proposed 6ui&.9 hes been designed to meet the 2010 New York Energy FOUNDATION b' b Q�
Conservation Construction Code regtirements in RESch d*Version 4.6.1 and to comply with the mandatory requiements Lsted in t�
the RESChedr In on ehealiist
spew •• 00
CA CU
F"—- r e gnature
11-1
Project Title: Report date: 02111116 CROSS SECTIO N
Data filename:C:WserslDrafting Station\DocumentSLAEScheckWFANMER-2.n:k Page 1 Of 2 W
SCALE: 1/4" = 1'-0" H
W. O
N
91 uta' ,�' ••. • I
DRAWN:
t 'fid : •A,i p" �L�a 41 SCALE:
JOB#:
9/29/2022
SHEET NUMBER:
A-4
V
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. rl
LM�
KING STUDS
END WALL RAFTER
CRIPPLE STUD WALL STUD F'�1
p BOTTOM PLATE O
p
HEADER RIDGE LEDGER BATHTUB
DOUBLE JOIST '^
SIDEWALL (rJW1l
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON EALL
ATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPIICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP OF
LSTA12 1-1/4"x12" 2Ogo. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 2Ogo. STRAP APPLY OVER RICGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. PENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPITY TO EACH CRIPPLE STUD 2X10 LS21O 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
dpW
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF
CHIMNEY VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN fl�
VENTILATION WOOD JOIST C)
' ' •' " ' ' SIDEWALL FLASHING
FOUNDATION ' TOP PLATE BLOCKING [T]
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A Er W
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �,' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT W
4" - 8" LSTA24 1-1/4"x24" 2Oga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V, INCH IN DIMENSION. Q
FLASHING TO FORM CHANNEL V)
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO N µ�
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT1O 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND U
INSTALL 4'0" O.C. / ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
CONNECT TO fT
14" - 16" LSTA36 1-1/4"x36" i8go. STRAP AND JACK STUDS 8" - 12" RAFTER RT2O 21-1/8" x 2Oga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 1� Ik----��
ON ALL OPENINGS KEEP ROOFING NAILS OUT U
OF FLASHING
2ND. FLO R WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER
RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
O
WOOD JOIST r�••I ++
m ;; O
TOP PLATE GIRDER/HEADER ><
SIDE WALL FLASHING WOOD JOIST CC th O
1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O r� I..-1 GL V.i
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS x O cm
AS TO FORM DRAINAGE CHANNELS AND � >i W @
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 16 z
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLCATION PRE-MANUFACTURED co Q1 � �
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O CIO
ON ALL OPENINGS CONNE;T EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO P4 --
RAFTER/PLATE
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS O i-+ Gtr
CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNE'T OVER OF ROOF 5 V m m+
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD "'
Ln U
10 —.- To
DBL. SILL PLATECmC
TERMITE SHIELD I r—SUB FLOOR N G N
SILL GASKET WOOD JOISTS O W
' NEOPRENE ; (�
TYP. CONC. FOUNDATION CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY • V�
6MIL POLY ON EXTERIOR V GRANULAR FILL BOLTED TO STEEL BEAM WITH
• V STEEL COLUMN ' ' �.4 o I 1/2 " DIA. BOLTS ® 48" o.c. STAG.
0 A \i ` • 1" 4 I • 4 s' e e ROOF JACK \� STEEL BEAM W
CONC. SLAB •� r•
v
ANCHOR 3OLT EMBEDMENT:
o•° COMPACT FILL POURED CONCRETE: 7" ,�'o I 4" x i/4" x 8" STEEL Q1
�. 1--I
•O �' i I i � ee � BLOCK W4LL• 15" ROOFING LAPS TOP AND BOTTOM PLATE
�� U
V ' • d • ' FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING e A (�•a c- a #A SIDES AND TOP Q
e GONG. FTG. o' �.
t. L a ANCHOR BOLT CONNECTION USE SP LBXP558 ORB 583)ERS % 1/2" GROUT
' I 3" STEEL COLUMN
p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA. ANCHOR BOLT
DRAIN TILE p . ( 10 KIPS )
SUPPORTING MAXIMUM SPACING FLASHING LAPS ,
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC N
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE R FOUNDATION) STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
Ir "Y
CONC. SLAB I DOOR FRAME SUBFLOOR `U
6X6 10/10 WWM GARAGE JOIST _
COMPACT FILL ' DOOR V� Y•%d
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
• '" W/ 6X6 WMM M' SLOPE
P.T. PLATE
� 4"DRIVEWAY —S NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR SPACE < 1 • ° 7 1 2" (WITH A NAILING PLATE IF NEEDED)
AT END AND a " • a •• • TO BE APROX. 1/2" OR HIGHER THAN R
'em
ES OF WOOD • •• •• • • STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE d ,'L""d""'""-u�"'--' , �•4�t= O BEAMS e, '° eQ e O • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
'� .0'� �' d • d d p • . . .. •i
_ 6X6 W.W.M. - - -;- ��- - �• a _SII d s O 'O I I
MIN. ,oD �, °D '. d�'p d A% d�'� • •° _1�NOTCH BEAM FOR MUDSILL IF REQURED -- MAXIMUM d • at
ee aiaFinnR
•� d REINFORCING BAR t NOTCH EQUALS 1/4 DEPTH OF BEAd
.C REINFORCING BAR v e p•e•e ie `„yy. /�
DRAIN TILE I� ►I . d 1, 'rs p s t tiu` , SO
REINFORCING
° •• SHEET METAL / 30# FELT UNDER BEAM AT POINT V �tlj ; \ w
12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _ '4 Vio /�r A ,rws±" A DRAWN:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .• �. 3 SHIMS TO LEVEL BEAM Pjti „A�ti SCALE:
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS, 3” MINIMUM BEARING SURFACE FOR WOOD BEAM ¢v •x F' lr' Q� 70R#:
GARAGE DOOR BLOCKOUT 7.4 ' .�+ 1�
9/29/2022
BEAM POCKETfit ' f j
SHEET NUMBER:
r ., .OF ��_ A_
`.J
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Q
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. NAII NAIL RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS M
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO S'WALL:3-8d COMMON EACH BUILDING HEIGHT ) F-y
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE
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 TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
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 LIVE LOAD(PSF)R301.5 O
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 DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(S O STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 t�
P P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 r!,
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 INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 w
SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) BO CEILINGS(PLASTER,STUCCO) L/360
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-
' \
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 GUARDS AND HANDRAILS
ESCAPES 40ILS 20o EACH TOE CONCRETE WALLS(6"THICK) ss CEILINGS(GYPSUM) L/240 v
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) H/360
3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
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: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
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 STAIRS 40
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 NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt ()TY. SPACING
P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance table In addition to spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches
the s from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is 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 1 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
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
p S FIRE PROTECTION
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. w
8YP P HEADER 16d COMMON ALONG EDGES NAIL 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 � Q
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION W
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-116d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: (y
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. Z
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLFOOT SEE NOTE:1,2
OCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
OD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: 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. NAIL NAIL U`
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO O
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - N U
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occurin In exterior or unheated interior areas. 4-8d COMMON U
masonry g 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 shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8�COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE h-�1 U
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-Sc COMMONENDNAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 )
to be minimum 3-1/2 Inch thick.All fill to be compacted to 95%relative densis with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O. . 8d COMMON 12"O.C. (BOTH FIELDS
P Y 3-16d COMMON @ @
6"maximum lifts(layers). 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
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. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces provided with r minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL
8x16 cast iron founn daatt ion vent for every 150 sq.ft.of area.
JOIST ON LEDGER PER TOE p
7).Dampproof exterior of foundation with bituminous coating as required by current
DECK AND COVERED PORCH NOTES: 3-8d COMMON NOTES
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 cV
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 COMMONJOIST NAIL M m ai
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ON +
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. x u
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. 2-16d COMMONO
SILL OR TOP PLATE FOOTSEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored W � In O
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF A 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. . � � a
" For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. x O Cd
UJ
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 NAIL MAIL L� }+ w
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c,nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For z U
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. � W I) w I�
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. pob
2 .Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P g STRUCTURAL PANEL 8d v
g WFCM-SBC 0
Douglas Fir. 4.Deck joists to have blocking at 8'0 o.c.. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: r, x Q,
g CEILING SHEATHING: NAIL SPACING NAIL SPACINGAT INTERMEDIATE M
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL in U +;
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 0114'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. It v
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 00 �]
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS cv
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 t
( )) ( ) 6).Concrete piers shall be a minimum 6"above grade. o W
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING'
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 41 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5 .All flush beams/headers to be installed with heavy duty galvinized hangers and 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
8d COMMON ) g J; qFill
Y Y g g PANELS WFCM-SBC be used. W
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 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 I--I
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. U
on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD 0
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. M
other access openings unless otherwise noted(typical). FLOOR SHEATHING: QI
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'D MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I.Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. N
18d COMMOi
1"OR LESS 12 O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) �
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES „ MIN.44"SILL-AFF
under all bearing walls. NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED
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 REFE2RED 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 full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. (�
)- Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. IYi
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 sheathingG..a/
1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits,
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 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.
ELECTRICAL 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
over subfloor as per manufacture's instructions. such as shear plates,shall be used to mzintain 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
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 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
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. 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 nailsshall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. 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.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 W
torch down type material over. and R315 of IRC.
it 'w DRAWN:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G •1, F
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP -'' ( (p 4 SCALE:
AND BASES.USE WITH FLASHING CAPS TO d '/ .l i+'" A
ICOVERTOP +' /:A^ "j y �• ��, .TOB#:
.'% f 9/29/2022
SHEET NUMBER:
A
_6
'�+. 3�.