HomeMy WebLinkAbout51161-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51161 Date: 09/10/2024
Permission is hereby granted to:
Paul R Cadmus
7005 Main Rd
East Marion, NY
To:
Construct an addition to an existing detached garage accessory to an existing single-family
dwelling as applied for.
Premises Located at:
7005 Route 25, East Marion, NY 11939
SCTM# 31.4-3
Pursuant to application dated 07/25/2024 and approved by the Building Inspector.
To expire on 03/12/2026.
Contractors:
Required Inspections:
Fees:
ALTERATION OF ACCESSORY BUILDINGS $294.00
CO-ADDITIONS TO ACCESSORY BUILDINGS $100.00
Total S394.00
Building Inspector
/ TOWN OF SOUTHOLD--BUILDING DEPARTMENT
0 Town Hall Annex 54375 Main Road P. ®. Box 1179 Southold,IVY 11971-0959
Telephone (631)765-11802 Fax (631) 765-9502 .
Date Received
i 6 I .J i
For Office Use Only
D
n
PERMIT N0. � I Building Inspector:
Applications and forms must be filled out in their entirety, Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUMDING
Owner's Authorization form(Page 2)shall be completed. b '1TI1 .1
Date: TULV 14
OWNER(S)OF PROPERTY:
Name: uL t'iL] SCTM#1000- C f 13 LK I LcIT
Project Address: -7005 ` r t l l(
r
Phone#: 1 _ -7 q r _ C Email: cs I e(` CG -re)r j L( 9
Mailing Address:
CONTACT PERSON:
Name: Li L -fII
Mailing Address: -fe
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: 1,f C a I t T6c 7' L C. _
Mailing Address: i 5t L,-'c oII lNY 11
Phone#: 0_ J Email: M16ARC(�ITrGTe8p1- "LiK�
CONTRACTOR INFORMATION:
Name: 5 i u�"C ICS
Mailing Address: PC) oSC v7 L '� )I
Phone#: 631 --7bg 1,9 Email: A AOL
- CC"
DESCRIPTION OF PROPOSED CONSTRUCTION
_ wawa
❑New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $-.--
Will the lot be re-graded? ❑Yes CKNo Will excess fill be removed from premises? Xes ❑No
i
I
1
PROPERTY INFORMATION
Existing use of property: i cF Intended use of property: c
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
9 4o this property? [Dyes RNo IF YES, PROVIDE A COPY.
The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print na i e): + � �� Z ithor zed Agent DOwner
Signature of Applicant: Cate:'
0 7e Z
STATE OF NEW YORK)
COUNTY OFfl�_ ) !
G being duly sworn,deposes and says that Whe is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
Notary Public,State of New York
No.01 BU6185050
(S)he is the Contr ctor,Agent,Cor orate Officer eta. mmis i "April 14,t
( p � 9 sion Expires April 14. .,
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief,and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
a�� of � �zo
Notary Public
(Where the applicant is not the owner)
11 __ residing at_ -70C>5 LfAll`A
( do hereby authorize to apply on
my be
y behalf to the T�Wr- thold Building Department for approval as described herein.
0�-O� C)7 L�a�- Ojf
Owner's'Signature Date
Print Owner's Name
2
SITE DATA Z
18'-0-MAX. C.roc.
PROPERTY: 22,015 SF 0.7 ac O
ESTIMATED AREA OF 2,500 SF
GRADE GROUND DISTURBANCE:
_Z
1 vf H
y N ^I EXISTING: AREA LOT COVERAGE: ll
v� HOUSE: 1,988.8 SF
WEST PORCH: 155.4 SF
PERSPECTIVE VIEW SOUTH PORCH 110.0 SF
SHED: 193.2 SF z
GARAGE: 367.2 SF
36" MINIMUM 2 x 2
FENCE POST TOTAL: 2.814.6 SF 12.78% O
WOVEN WIRE FENCE
(6 x 6 - 10/10 WWF) PROPOSED: AREA LOT COVERAGE: E—I
z GARAGE ADDITION: 337.5 SF 1.53% ~^I
FILTER CLOTH 0 1 2$�9$1 1--1
1 n
N
S(OP, COMBINED TOTAL: 3,152.1 SF 14.31%
N 570 3 , 00
G
EMBED FILTER CLOTH G�Of �ti Fri METES AND BOUNDS: SURVEYOR: NORTHSTAR SURVEYING,P.C.
MIN. 6" INTO GROUND syF� DATE SURVEYED: DULY 2,1998
ZONE:R-80 ELEVATIONS REFRENCE: W
_�I Q NON-CONFORMING NAVD 1988
NOTE: ^" FLOOD MAP No.
MAXIMUM DRAINAGE AREA
FLOOD ZONE X 36103C0176H
1/2 ACRE / 100 LINEAR FEET ----------- .---------- �
SECTION DETAIL
r SILT FENCE— 1 SCTM: 1000-31-1-3 �, 0
W
I � � ACCESSORY BUILDING,PER 280-15,MAXIMUM � z
SILT FENCE DETAILS ( PROPOSED\ 16. • I SIZE PERMITTED IS UP TO 1,200 SF .
O I TOP SOIL I i MAX HEIGHT/SETBACK(SIDE AND REAR): Q z
((� I z ;OCATION, �KU 18'h-10';20'h-15';22'-20' � 0
M ED
-'
DW
CONPCORSETE`I ED 0-T O T
ASHOUT' 74.3 I W
STORM WATER MANAGEMENT DETAILS `
o EXIST.1 STOR . /
GARAGE
LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL
2"RAIN PER HOUR PROVIDE: CAPACITY:
ROOF AREA: 954.2 SF 159.4 CU.FT. (1)8'dia.,4'deep 169 CU.FT. i9.3• O
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OGEE GUTTER-STANDARD 5" o m r-4 r
NOTES: O
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1),IXECIITION: O N X O
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARE. 30.0'
2).PREPARA71ON: -�O' w v
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/ A).CLEAN SURFACE T1pR0UGHl.Y PRIOR 7D INSTALLATION. DO
B). PREPARE SL RFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 0 .rat
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE U I CONDITIONS.
UNDER THE PROJECT CONDITIO .
Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 0
METALS c�H1 V
META WITH PROTECTIVE BACKING PAINT. EXiST1NG �(� V Cej m
19.3' LNDG L� y,
3.INSTALLATION: PORCH ' .--.
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. In U cf
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. Q ON --
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ftwftft ":M
a).ACOPPER 1[E5.LEAD:RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND O N CU
B).ALUMINUM:RIVET AND CAL"WITH A BUTYLSEALANT SIP JOINT R ORS. /A` O W
3).CONNEC
T DOWNRIOL95 TO STORM SEWER SYSTEM AS INDICATED.SEAL (� ` P-4
CONNECTION WATERTIGHT. EXILING 1 STORY
DRY WELLS TO BE 10'MIN. 4).PROTECTION: HOUSE
AWAY FROM HOUSE A)'PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. I v
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I W (n
O COMPLETION.
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SHEET NUMBER:
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16-10'/s" 16-10'h"
DBL STUD
8'-5'/4" ) 8'-5'/4" Z
TW3042 TW3042 TW3042 TW3042 ---------------------------------------------------
_ - - - - - ---- - - - -- - --
(2)2X8HDR r
o ' 8"PC WALL OVER 16"X 8"FOOTING. ° '
TOP OF WALL TO MATCH EXISTING
FOUNDATION(MINIMUM 6"ABOVE GRADE)
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_ FOOTING TO HAVE(2)#5 CONTINUOUS
x Co o ; REBAR.FOOTINGS TO BE MINIMUM 3'
N '' ` ' BELOW GRADE AND REST ON UNDISTURBED '
r^ _ _---------- (2)13/4X9_1/4M_L_COLLAR_TIE � q SOIL.
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A INSTALL S/8"dia.ANCHOR BOLTS AT72"OC e A` AND WITHIN 12"AT CORNERS AND ,
<4 INTERSECTIONS.BOLTS SHALL BE SET A '
00 °- I MINIMUM 7"EMBEDMENT INTO THE WALL I °
AND PROJECT OUT TO SECURE THE SILL PLATE. F
DBP,D \ PROPOSED WORKSHOP ^ 0 a �'°, ANCHOR BOLTS SHALL HAVE A 3X3 WASHERS;(TY �Tl
= O WITH NUTS(TYPICAL)
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O INSTALL MINIMUM 4"THICK CONCRETE SLAB.
�' N N SLAB TO BE REINFORCED w/10/10 6X6 WMM ; ° ; r �, Wz
d AND INSTALLED OVER CRISHED,COMPACTED
GRAVEL(TYPICAL).TOP OF SLAB TO MATCH ; j H
N TOP OF FOUNDATION. O
(2)1-3/4X9-i/4ML COLLAR TIE _0
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GENERAL CONTRACTOR TO REVIEW EXISTING FOUNDATION W
MATCH EXISTING „ a PRIOR TO EXCAVATION AN FORMING WALL.SHORE UP,REPAIR, p �"
WALL HEIGHT 8" "4 ; OR REPLACE EXISTING FOUNDATION AS REQUIRED.REVIEW
(8'-8"TO SLAB) WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
- ------------------�-------� _---- ---- - --
MIN.(2)7-1/4 ML #5 REBAR #5 REBAR
POST ABOVE TO RIDGE
@12"OC @12'OC
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1. PLATE HEIGHT TO MATCH EXISSTING(---8'-8"ABOVE SLAB).WALL TO BE
FRAMED OVER 2X6 ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER Ln v
TERMITE SHIELD AND SILL SEAL PER CODE. tGo
2. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 1TUDS AT 16"O.C.
Z 3. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX ILYWOOD.
4. INSTALL CEDAR SHINGLES(MATCH EXISTING)WITH REQUIRED V � in
EXISTING GARAGE �X UNDERLAYMENT EXISTING 00
N v v
5. PROVIDE 2-2XB DF#2 HEADERS OVER ALL BEARING WALL OPENINGS o W 3
N UNLESS OTHERWISE NOTED.ALL OPENINGS 0VER3 FT.TO HAVE 2 JACK P-f
N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH ;
SIDE FOR MICROLAM HEADERS.
-------------
6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS to
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. Q
PER CODE. C>
7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSLRE UPGRADES WHERE 0
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELSWITH FASTENING to
t
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.
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8. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TD BE PROVIDED WITH
1
2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. s N
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9. SHEETROCK WALLS AND CEILING/COLLAR TIES TO BE FINISHED.
10. VERIFY FLOOR FINISH WITH OWNERS(SEALER,EPDXY COAT,etc)
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PROJECT NORTH 0
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PROPOSED, FLOOR PLAN PROPOSED, FOUNDATION PLAN
SCALE. 1/4 - 1 -0 SCALE. 1/4 - 1 -0
DRAWN:
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TYPICAL WINDOW OPENING I LI I
PAN EL SPAN EQUAL OR SMALL ER
7FAN4 FT£r ���� _______n••n _--_---- __—_ ------ r J
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TYPICAL DOOR OPENING 4 1 1 /1
PANELGRE UAL ORRRT�RFtLT sNan
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TYPICAL MULTIPLE OPENINGS b M ro< q 4 ~I
PANELSPAE TER�N6FEET „ 1 2X8 RR t@16"OC „
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL THM'BFE�
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING IL_y DBL RAFTER AT COLLAR TIES I�
WFIDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD SMUCTURM.PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM 7MOO43S OF 7/16' -_
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
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
OONSTRUCn0N ODDE).TUBS IS NOT A AIBSTIIUTION FOR RESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. S 1 11
ALL PANELS MUST a a1r TO 572E AND READY TO USE ON ANY NEW WINDOWS MID DOORS.S HUT19LS MIST BE MMI4ID FOR WHAT OPENING IT IS TO Covet ,
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
DOUBLE UP RAFTER IH W
COLLAR TIES `o` V 2-0 OH r F�
1-3/4X7-1/4 ML RIDGE no .a _0 1 „MATCH v
'EXISTIN
(2)9-1/2 ML �k8R 12 7a14ML RIDGE -' r� iQ O
RIDGE R �6^O0 4 R30 INSULATION N ; ;
_ AT RAFTERS QO
- 1 (2)9-1/4 ML(1 ON EACH SIDE OF DBL RAFTER) /. -—- t/,'' m
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2X6 ACQ SILL PLATE AT EXTERIOR Will
LLS
TERMITE SHIELD �,1
SILLSEAL ' -� -----.----------`---�--- --�--------------------• 1
MIN.4"PC SLAB W/10/106X6WMM ----------- -- ------------------ 1
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Generated by REScheck-Web Software �' �' 0 V "0
1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. N
Compliance Certificate E ISM ', 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH FASTENMASTER W
3-1/2"FLAT LOCK WOOD SCREW(OR APPROVED EQUAL)AT EACH RAFTER. 14
3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
Project CADMUS GARAGE " ' (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
Energy Code: 2038 IECC FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. �
" _- -_ "- -- _' -- -- -Location: Southold,New York F I " PER CODE. W
Construction Type: Single-family ' ' ' 111 [-4
Project Type: Addition " ' ' ' 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. ��LI
Il 1 1 1�1
Climate zone: 4 (5572 HDD)Permit Date: ,� i 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND V
Permit Number: , , , u DIRECTLY TO THE DECK ALONG EAVES. 0
All Electric false , , , in
Is Renewable false 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.INSTALL ICE&
Has charger false WATER BARRIER UNDERLAYMENT AROUND PERIMTER AND AT VALLEY.
Has Battery: false
Has Heat Pump: false
a � � � 11 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING N
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
n I I
Construction Site: Owner/Agent: Designer/Contractor. II H , WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
EAST MAIN ROAD j1 ' _ _ __ _ 1' COMPLETE.
EAST MARION,NY ,1 __ _ _ __ __ _ __ __ __ =e= __ __ __ __ _ 1
B. INSTALL STANDING SEAM ROOFING OVER NEW ROOF PER MANUFACTURER
INSTRUCTIONS.PATCH EXISTING ROOF SHINGLES AS REQUIRED. V
Compliance:3.69E Better Than Code Maximum UA: Asa YOOrUA:81 Maximum SHGC: 0.40 Your SHGC 0.28 9. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED PER CODE.
The%Better m Worse Than Code Index reff [ how dose W mmpllance the horse is based m code bad—ff Mm
R DOES NOT provide an es8mate el—gy use m test relative to a minlrmrntode home. / \
Slab-on-grade tradeoffs are no longer cons,dered in the UA or performance compliance path in REScheck.Each slWoo-grade �
assembly in the speabed climate zone must meet the minimum energy code insulation R-value and depth requirements. N �` /
Envelope Assemblies E PROJECT NORTH z
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Ceiling:Cathedral Ceiling 338 30.0 0.0 0.034 0.026 11 9 •3, --tea.°
Wall:Wood Frame,16"o.c. 640 20.0 0.0 0.059 0.060 29 30
Door.Glass Door lover 50%glazing) 41 0.300 0.320 12 13
SHGC:0.24 PROPOSED ROOF PLAN
SIDELIGHTS:Wood Frame 29 0.310 0.320 9 9
SHGC:0.22 1 tt
DOUBLE HUNGS:Wood Frame ALE: 1/4" = 1 -0 �`, DRAWN.
SHGC:0.33 60 0.290 0.320 17 19 J"
SCALE:
AWNINGS:Wood Frame !1
11 0.270 0.320 3 4 sh�:
SHGC:0.34 � t«�• �' JOB#:
7/23/2024
SHEET NUMBER:
Project TiUe:CADMUS GARAGE Report date: 07/16/24 �+
Data filename: Pagel of 2 A-4
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'E RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. FTC
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KING STUDS
ENDWALL RAFTER 5Q
WALL STUD
CRIPPLE STUD
RIDGE
BOTTOM PLATE Z
HEADER LEDGER BATHTUB I
DOUBLE JOIST
SIDEWALL
RAFTER O
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS lL�'
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/ SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Q
LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION 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
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAPI APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"04" 20ga. STRAP PPLY OVER RIDE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR PPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
2X10 LS210 i8ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
JL THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP so
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL �Tl
RIM BOARD HIMNEY h.i.(
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS V
MAINTAIN
FOUNDATION •, , ', • SIDEWALL FLASHING VEN
TILATION
WOOD JOIST
_ - •_ - TOP PLATE BLOCKING O
" - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING O
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER r• ' W (•��
/; THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'O" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT !-
4" - 8' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS 4) RESISTANT METAL MESH WITH MESH N, SOFFIT/ EXT. PLYWOOD v1 z
N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1A INCH IN DIMENSION.
INSTALL 4'0- O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION O
AND SO AS TO MAINTAIN AIR SOFFlTED EAVE
8" - 14' LSTA30 1-7/4-x30" 18go. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION 4- _ 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANGIOR CONNECT TO O
ON ALL OPENINGS EACH RAFTER
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'O. O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CZ
14" - 16" LSTA36 1-1/4-x36. 18ga. STRAPI AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8' x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFTTED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FL R WALL 1p OF FLASHING �(
ROOFING LAPS BASE
FLASHING 4 INCHES W
`BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
MATERIAL AS ROOFING
EXTENDS UNDER SHINGLES AT
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
O
T-4
TOP PLATE t-I •a+
GIRDER/HEADER ('rJ I O
r _F i ISIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC m WOOD JOIST M
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD X :.� 2
� �.
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO O AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION t,".I v V
4" - 8" LSTA36 1-1/4-x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION O � X O ~
PRE-MANUFACTURED
ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATETYDOWN
RT15 TO CONNECT EACH FROM PEAK TO ALLOW FREE
INSTALL 4'O" O.C. WN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. .�
ob
8" - 16" MSTA48 1-1/4'x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN lVl HEADERS N lf) 0)
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR
CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS O
PLATES TO EACH STUD
v
s•.
DBL SILL PLATE •: t '1
TERMITE SHIELD I �—SUB FLOOR
SILL GASKET Lf') U N
.r
WOOD JOISTS � � (n
• NEOPRENE 00 N .., y
TYP. CONC. FOUNDATION ft
CONC. SLAB O W
DAMPPROOF EXTERIOR 6 MIL. POLY GASKET f 2x6 /2x8 CONTINUOUS WOOD PLATE"
GRANULAR FILL . Va
6MIL POLY ON EXTERIOR T' _ ( I BOLTED TO STEEL BEAM WITH
• V STEEL COLUMN I ' )•p 1/2 ' DIA. BOLTS®48" o.c. STAG.
.p A i • • to.
i+
v ] % C A ° • ` ROOF JACK '
° CONC. SLAB b • 1\� STEEL BEAM
o•° ( ' 1•p " ANCHOR BOLT EMBEDMENT:
y / . COMPACT FILL t POURED CONCRETE: 7" ,•`� 4' x 1/4' x 8" STEEL W
•p ° • BLOCK WALL: 15-
V • • • p „ w R LAPS TOP AND BOTTOM PLATE
d FLASHING
KEYWAY FOOTING e p ASHING AT
0• � USE WITH 3x3 SQUARE WASHERS WITH 1
• CONC. FIG. •p �•p °' SIDES AND TOP /
�'p .• s 2" x 6" ANCHOR BOLT
(USP LBPS58 OR BP583) Q
s ;O ANCHOR BOLT CONNEC110N 1/2- GROUT
7 3- STEEL COLUMN O
� REINFORCING BAR U
FOUNDATION 0
ANCHOR BOLT CONNECTION SUPPORTING MAXMUM SPACING FLASHING LAPS I I ( 10 KIPS)
e
DRAIN TILE p • /8" DIA. ANCHOR BOLT �
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION I STORY 72" OC I
TYPICAL BEAM DETAIL
SILL PLATE TO FOUNDATION
TYPICAL CONC. FOUNDATION. APPLY PILASTERS py
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24'x24-x12" CONC. FIG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5Y OC
B- N- RADE ROOF JACKS k VENTS DETAIL
CONC. SLAB SUBFLOOR
6X6 10/10 WWM I DOOR FRAME
COMPACT FILL GARAGE JOISTDOOR jr 'yj
I USE 2X8 STEEL BEAM (n
I 1E
FOR BLOCKOUT
4' SLAB W/6X6 WMM �y
P.T. PLATE •• \I SLOPE •.,�
// 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT Q
1/2- AIR SPACE 1 • • -
• •�'� AT END AND -
w 7 1 2- .•. • (WITH A NAILING PLATE IF NEEDED)
GRADE • d ''"-'a"""'"�'"f""• Q 4�t-t•p ES OF WOOD •� 'p •• '� • • TO BE APROX. 1/2- OR HIGHER THAN 5
BEAMS •� O s e' ♦ •• • STEEL BEAM TO ALLOW FOR SHRINKAGE ^
•p ,(;•p �!• • d • d • d ,'�O • O•• '•• • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12• t 6X6 W.W.M. • - •;- - �•� - - _nl • •.
• d
MIN. a a C • p •O °• •♦sb
e� e • '• A'p �'p �'
'ay _`NOTCH BEAM FOR MUDSILL IF REQUIR_D -- MAXIMUM p s • '----SUBFLOOR
• a REINFORCING BAR s REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM O e • - " °°
.O • �• • O:•-a s° II-II IST
DRAIN TILE I� ►I - / ;Y O O `' ci oreu
12" a SHEET METAL 30 FELT UNDER BEAM AT POINT • a l)' � • '
OF CONTACT WITH CONCRETE OR COVC. BLOCK '
i t° 3•
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w w SHIMS TO LEVEL BEAM •1��e.� -;� �y}�
REINFORCE FOOTING WITH (2) $4 REINFORCING BARS.
3' MINIMUM BEARING SURFACE FOR HOOD BEAM GARAGE DOOR BLOCKOUT � + �A DRAWN:
BEAM POCKET
SCALE:
;1 t
JOB#:
7/23/2024
SHEET NUMBER:
A .
cdo
NAILING SCHEDULE
GENERAL NOTES WIND FRAMING NOTES NA PLAN CONTENTS: w
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
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION CITY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRUCTION NOTES: SEE PLANS in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT ( )
RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL
TOP PLATE IV WALL.4-8d COMMON RAFTER 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 8WALL: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 ( ) 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 TO TOP PLATE 10'WALL:4-Bd COMMONTOE-NAIL JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES Zj
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(PST)
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-SIC LAP NAIL UNINHABITABLE ATTICSS N DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
LIGHT FRAM sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. ((NO STORAGE) 10 EXTERIOR( E)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA90
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-SIC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS HABO
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 INTERIOR(LIGHT FRAME)WOOD WALLS to O
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 ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360
TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PLASTER,STUCCO) L/360 F--�
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 MASONRY WALLS(8-THICK) BO
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 EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) 1/240
2-Sd COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS Lr240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES)
TO RAFTER END NAIL s) 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) FV120
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) U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under IL NAIL STAIRS
NA 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 plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QW. SPACING
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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
W
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE r+�1
STUD TO 24" FACE EGRESS r M�
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 COMMONSEE FLOOR PLANS AND WINDOW SCHEDULE v
SPUD O.C. NAIL
attached with Sd common nails at 6"interior
at the panel edges and 12"nails
in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
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 16"O.C. FACE SMOKE&CO2 DETECTORS
g pantry, g length requirements specified 16d COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving. ant closets,trims,etc. edges and 10'o.c.in the field shall be in accordance with the lest h re HEADER ALONG EDGES NAIL 0
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL Ix W
FLNDJOIS ORBL BLOCKING
2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA U length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMENT FLOOD NAIL NAIL
2).All footings to rest on undisturbed(virgin)soil. O
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
r-i
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES V't
2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO O
3).Provide 1/2"expansion joint material between concrete slabs and abutting p 20 PSF 130 B SEVERE 3 FT. 17 NONE - O
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 COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS'
4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES l W
BLOCKING EACH TOE U
o Unless otherwise noted,all slabs on grade to 6 ire mesh
r.Concrete In be TO JOIST 2-8d COMMON END NAIL 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: oc
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 O.C. d COMMON @ 12"O.C. EE NOTES:I (BOTH FIELDS)
6"maximum lifts payers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"
BLOCK NAIL .C. NOTE-2 FOR PANEL FIELD
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 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
8x16 cart iron foundation vent for every 150 sq.ft.of area.
attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL s•-t
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. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. BAND JOIST 3-16d COMMON PER END Cc) N Cu O
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, � v
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. X
2-16d COMMO
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE,1 M O +
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL "NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. `~ X O
Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION �'+ �+ Z ®
g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For � N
an
STRUCTURAL PANEL 8d
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.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. O 000 \
Douglas Fir. WFCM•SBC
g WALL SHEATHING REQUIREMENTS FOR WIND LOADS: o ,
4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE ,� v "
SHEATHING LOCATION n in 4
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES .x
otherwise. 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. NAIL NAIL
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION r-1
g g QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) ON (J v- U)
where needed. GYPSUM 5d COOLERS 7"O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir.
Bearing wall 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 tV Lil 3 00
6).Concrete piers shall be a minimum 6"above grade.
openings.LVL header 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 NAIL NAIL NOTES
openings between 41 and GO and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION
and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL ASPER TABLE 3.9
5).All flush beams headers to be installed with heavy duty galvanized hangers and Sd COMMO 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W anchors where applicable to all connecting joists.
PLUMBING NOTES PANELS WFCM-SBC be used. &004
7A6"OSB 6d COMMON 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 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
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. V
on plans. Sd COOLERS O
P WALLBOARD 10"O.0.FIELD
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. U
other access openings unless otherwise noted(typical). FLOOR SHEATHING:
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 DESCRIPTION
QTY. SPACING 1).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless otherwise noted. 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 WLTH ACQ. 1.1
STRUCTURAL PANELS E"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR N
HVAC SYSTEM NOTES1-8d COMMOI"OR LESS17 O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) F4
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44'SILL-AFF
under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED
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 to 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 g shall be P story l and the roof space.
needed. FireNod:in provided wood-frame construction in the following locations.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
equipment supplier. 1).In concealed spaces of stud walls levels Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
and partitions.Including furred spaces,at the cefling and floor U
�V
. tJJ 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 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. 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 SOIL COMPACTION: using parallel row:of studs or staggered studs. f 4
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge toobtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such m occur at soffits.
P Yam' shear capacities,nailing r TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES" p 1;requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as per manufacture's instructions. " members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code.
l).All electrical t0 be installed at 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 resin 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 ove-connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shill be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimn
eys Treys and fireplaces,as required by orient 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
ab
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G s i�t �� DRAWN:
be installed with a foam sill gasket and co r-tex termite shield or a q �7 SCALE:
g P approved equal. AND BASES.FUSE VATH FLASHING CACAPPS TO
COVER TOP
JOB#:
7/23/2024
SHEET NUMBER:
`1b eF � A-6