HomeMy WebLinkAbout48046-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 #: 48046Date: 7/7/2022
Permission is hereby granted to:
Frawley. David ....................wwwww....... .. ..........
26 Soundview Cir__
White Plains NY 10606
To: construct alterations/repairs to existing single-family dwelling as applied for.
At premises located at:
515wwMapleMLn. Southold . ..........................................._.......__........................................._.
SCTM # 47388..._.....................www.............................................................._w_ _ _ _ ................. .._�
Sec/Block/Lot# 64.-1-26
Pursuant to application dated _..6/3/2022 and approved by the Building Inspector.
To expire on 1/6/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $214.00
CO -ALTERATION TO DWELLING $50.00
Total: �.... $264.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 It �/ rd.soalltcldt> v"Ltlyw
Date Received
APPLICATION FOR BUILDING PERMIT
INO �For Office Use Only
PERMIT NO. —_ Building Inspector-—— D',,,,
1
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an F
Owner's Authorization form(Page 2)shall be completed. i�'I,90d
Date: 6/1/2022
OWNER(S)OF PROPERTY:
Name:David & Bernadette Frawley SCTM#1000- J� _
Project Address: 515 Maple Lane, Southold, NY
Phone#: 914 420 0357 1Email: dfrawley@rocketmail.com
Mailing Address: PO Box 1788 Southold, NY 11971
CONTACT PERSON:
Name: David Frawley
Mailing Address: PO Box 1788 Southold, NY 11971
Phone#: 914 420 0357 Email: dfrawley@rocketmail.com
DESIGN PROFESSIONAL INFORMATION:
Name: Louis Schwartz Tiderunner Engineering and Design
Mailing Address: 7 Ridgewood Street Bay Shore, NY 11706
Phone#: 631410-6838 Email: tiderunnereng@gmail.com
CONTRACTOR INFORMATION:
Name: David Frawley (home owner)
Mailing Address: PO Box 1788 Southold, NY 11971
Phone#: 914 420 0357 Email: dfrawley@rocketmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition *Alteration SiRepair WDemolition Estimated Cost of Project:
❑Other so,000
Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes 10No
1
PROPERTY INFORMATION
Existing use of property: Primary Residence Intended use of property: Primary Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 I
this property? []Yes @No IF YES,PROVIDE A COPY.
R 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 210.45 of the New York State Penal Law.
Application Submitted By(print name): David Frawley ❑Authorized Agent ROwner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
David Frawley being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signin contract)above named,
(S)he is the Home Owner
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
aY of JUNC .20
NotaRo-j%E M MACARTHUR
NOTARY PUBLIC-STATE OF NEW YORK
No.01 MA6384635
Qualified in Suffolk County
(Where the applicant is not the owner) My Commission Expires 12-17-2022
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
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MAP OF DESCRIBED PROPERTY
SITUATE AT SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY,NEW YORK
CERTIFIED TO:DAVID FRAWLEY
BERNADETTE FRAWLEY
FIDELITY NATIONAL TITLE INSURANCE COMPANY
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LAND SURVEY LONG ISLAND.COM Of
WARD BROOKS LAND SURVEYOR
11 OCEAN AVENUE
-
BLUE POINT, NY. 11715
(631) 576-7794 (631) 363-317914
WARDBROOKSO@GMAIL.COM
6/1/2022
515 Maple Lane,Kitchen Remodel
Summary:
Remodel existing kitchen space with new cabinets, flooring, ceiling and walls.
Existing plumbing for sink to be retained. Existing Stove location and gas connection to be
retained.
Project overview:
Remove bead board wall and ceiling covering
Remove vinyl floor to subfloor
• Install new exterior door in North wall in existing window opening as per stamped plan
drawing
• Close existing exterior door opening as per stamped plan drawing
• Close East window opening as per stamped plan drawing
• Close Pantry Door opening as per stamped plan drawing
Remove pantry walls and back staircase as per plan drawing—the walls were btAld
directly on existing covered porch; removing walls will return the porch to its origift.0.1
condition and footprint as per stamped plan drawing.
Add floor framing to stairwell opening as per stamped plan drawing.
Install exterior siding on East wall where pantry door existed as per stamped plan
drawing.
• Replace East corner footing and post in pantry as per stamped plan drawing.
Install electric outlets (separate permit by electrician)
• Insulate/Sheetrock walls/ceiling
• Install new kitchen cabinets, counters, back splash and tile floor
BUILDING DEPARTMENT D T : Ses�r-f 00
00
N
`7/�lzA= VATI Aev=k N
z
ABBREVIATIONS [< IT H N 11 : NL) (=O) Classification/Floor Area 00
Floor
AGO ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Level Existing Proposal Total
ACT ACOUSTICAL TILE MAX MAXIMUM
j Cellar(Finished) O O O
AL ALUMINUM MIN MINIMUM
ALT ALTERNATE MRB MARBLEA &"W LAN E
V
AFF ABOVE FIRST FLOOR M5 MARBLE SADDLE list Floor O O O `+
D
ASF ABOVE 5UBFLOOR MTL METAL t2nd Floor O O O
s_
A.S. ALUMINUM SADDLE NA NOT APPLICABLE
`r lL Total o o O
A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT (Y
B.G. BRICK COURSES NOM NOMINAL
O Garage
BD BOARD NR NOT REQUIRED
F
BOT BOTTOM NTS NOT TO SCALE '
li FrontPorch O O 0 : xa
BLDG BUILDING OG ON CENTER •y
CBB CEMENT BACKER BOARD OCC OCCUPANT(S) Rear Porch O O O r 1
NY
CL CLOSET OH OVERHANG ;• ~
Decks
CLG CEILING PART. PARTITION _
U T H L" D_ 9
CLR CLEAR(ANCE) PG POURED CONCRETE _
COL COLUMN PT POINT r - - - " " ' - " - - " - - - " - - -- - - - - - - - - " - - - - - -
CONC CONCRETE PKT POCKET
CMU CONCRETE MASONRY UNIT RAD RADIUS
5'-8"
CT COLLAR TIE REQ. REQUIRED Construction Note: z
12" Diam PC Post Ftg Existing Pantry was constructed over existing roofed over porch. Q o
CJ CEILING JOIST REV REVISIONS)
w/Treated 6 x 6 Post Removal of the pantry Is to bring back porch to original condition H
CANT CANTILEVER RM ROOM ,
CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER ' 2x6FJ@1rdOC _--z__ _ n PB Post Base U ,
H �
_ _ O
DIA DIAMETER R/R REMOVE AND REPLACE ( ; Match Ex H d r 11, z
(2) 2 x 8 (Min) Remove Ex. Pantry Walls, Stairs and Stairwell Walls to return unheated N O
DIM DIMENSION SEC SECTION ,
OR DOOR SF SQUARE FEET ; , , , , pantry area to original open covered porch footprint O
DTL DETAIL SIM SIMILAR ; Edge of Roof Over I Remove Ex. Pantry
DWG DRAWING SQ SQUARE I and Stairs
ON DOWN STL STEEL I ' ' ' I Limit of Existing Porch
EA EACH 5D SMOKE DETECTOR I
EL ELEVATION STD STANDARD ! Framing Note: t`
Close Up Ddor ' ' Close U Door
' �" ' ' ' I , , , , , I p Windows do not Require Sill Plate. Frame
EQ EQUAL TC TOP OF CURBN x ' ' Wall Studs from Header to 5111
l 8301.2.1.1 (2020 Residential Code of New York State)
EX EXISTING TEL TELEPHONE ;N ; 03 ;
EXH EXHAUST THK THICKNESS Ix Construction In regions where the basic wind speeds
EXT EXTERIOR T05 TOP OF SLAB � a' ' � � I ell, Design Criteria
exceed from Figure 8301.2(4) equal or exceed
EF EXHAUST FAN TX TOILET EXHAUST ;`-, Ix
; I Close Up Door f�
EW EGRESS WINDOW TXF TOILET EXHAUST FAN ; ; I 130 miles per hour shall be designed in accordance JUN 0 1, ?099
FC FIRE CODE TYP TYPICAL I with one of the following: I
FD FLOOR DRAIN TEM TEMPORED I `'
Fill Opeining w/2 x 4 [-�
Studs 16"OG Plans have been designed a SU!LDii3G DEPT
FIN FINISH(ED) TEMP TEMPORARY I - " in accordance with: 2020 New York State Residential Code TOi^,S OF S01UTHOLD
FLA FLOORING) LION UNLESS OTHERWISE NOTED ' '
FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD ' ' ' I Z
FT FOOT(FEET) WG WATER CLOSET I " CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: 0
; ; I m (Table 8301.2(1)
FJ FLOOR JOI5T WR WATER RESISTANT
Remove Ex. Window
Q
GA GAUGE I Install new 2868 Ext Door Wind Exposure Category. B
GALV GALVANIZED ( b Ground Snow Load: 20 PSF
GFI GROUND FAULT INTERRUPT (
GL GLASS Wind Speed: 130 mph 3 sec Gust
GWB GYPSUM WALL BOARD
110 fastest mile �D
I
HC HOLLOW GORE P 9 New Treated 2 x 4 Special Wind Region: NO C/1 0
HOW HARDWARE
I Sill Windborne Debris Zone: NO Cn
HM HOLLOW METAL I� 4.4
HOR HORIZONTAL 0 0
Seismic Design Category C
HP HIGH POINT
HT HEIGHT E Weathering Severe 0
HVAC HEATING/VENTILATION/AIR CONDITION CH 0 Frost Line Depth: 36 inches �y H
INT INTERIOR 4PTermite0
INV INVERT 5ubfloor to Match Ex.
Termite Infestation: Moderate to Heavy
JT JOINT Q E Decay Probability: Slight to Moderate Z
KIT KITCHEN Door/Wlndow Opening Filling Detail
LAV LAVATORY x8FJ@16oc Scale l/2"= 1'
Winter Design Temperature: 15 W
2 � �
20 4^ Ice Shield Underlayment Required Valleys and Perimeter
Flood Hazard Exempt (�
Air Freezing Index 599
Joist Hanger
Mean Annual Temp 51 U
MIN. DESIGN PRESSURE DP RATING: z w Q
Floor Opening Filling Detail Windows Q ZONE 4 DP 25 � p
Scale 3/4"= 1' T1\7
Doors m ZONE 5 DP 30 a x
Deck Post Centered on Footing N ZONE 1 DP 25 U
Steel Post Base ZONE 2 DP 30 W O
r Tn
ZONE 3 DP 30 Q
N ZONE 1 DP 20
Treated 2 x 8 Rim Joist
Treated 2 x 8 DJ N N ZONE 2 DP 45
Legend Floor Plan ei ZONE 3 DP 45
Existing Walls to Remain The plans have been designed In accordance 'Zane Dialgraim .,�=...
Existing Wails to be Removed - - - - - - with the 2020 Residential Building Code. .
- - - -
Gravel Base �` 1
New Walls and Partitions L _ k
_ -
Insulation
__ 14" Diam PC Post Ftg M G�►e ® oneor 11
Door "
36" beep Min Wall
le Perimeter w
Window Zone Zone 04
Structural Beam -
Minimum Uniformly Distributed Live Loads: Table 8301.5
USE LIVE LOAD DEAD LOAD N
Outlet
Exterior Balconies 60 psf 10 psf L O
GFI OutletGFI
PLATE �� Decks 40 psf 10 psf � w N N
1 -2 Passanger Vehicle Garages 50 psf as per plan
9LOCW O
.Switch w d Z
TWO 16 d ATTICS without Storage 10 psf 10 psf C7 �- p�
$ ,, FILLER BLOCK Porch Post Footing Detail ATTICS with Storage 20 psf 10 psf z Q a z A
Ceiling Fixturea Scale 1 "= 1 ' ROOMS other than Sleeping Rooms 40 psf 10 psf a ¢ 3
- ONE Is a W. Sleeping Rooms 30 psf 10 psf k" U Q A U
TO FILLER AIN18d .
BLOCK THREE 16 d �'wIDE
SCALE:
Exterior Fixture 1�J TG FILLER R GE STEEL 16d 12" O.C. Stairs 40 psf 10 psf
�1STUD PACER Guardrails and Handrails 200 psf 10 psf 1/4
BLOCK AT
Smoke Detectors WILL Live + Ground Snow Load 20 psf 12 psf for Attic P.��0 yo
CE p 15 psf for Cath
CO Detector O 2X TOP PLATES OVCRLAP AT r'
TWO 2 X 4 CORNER LOCKING WALLS Table 8301.7
>ODE WALL WOOD BACKER STRIP TOP PLATES TOGETHER ,ALLOWABLE DEFLECTION:
Vent ® STUDS Structural Member Allowable Deflection �,
r l; �
OOR 16 d 12"O.C. STUDS 1 X OR V2" PLYWOOD, CRIPPLE
16d STAGGERED NAILED IN PLACE
STAGCC`,ERED BEFORE EXTERIOR CONTINUE
AL ;OLE SHEATHING APPLIED COMMON \ Rafters having slopes greater than 3/12 Wth no finished ��A 77006
VERT
Vent/Light ( c LATE UD ceiling attached to rafters RQF NQ
u T -IOd SPACINGL/180 �SSIO
Gelling Fan THREE 16 d rR d WALL H/1aO DWG. NAME:
Interior Walls and Partitions
g TO FILLER STUD DOUBLE 2X
Floors and Plastered Ceilings
BLOCK / HEADER WITH All other Structural Members L/240 COVER
tOd TOE- [ +/2• PLYWOOD
NAILED SPACER_ `
TO SOL SOLE - BETWEEN Exterior Walls w/plaster or stucco 11/300 LwSHEET
; TRIMMER
D STUD Exterior Walls-Wind Loads(a)w/Brittle Finishes L/240
- KING STUD Exterior Walls-Wind Loads(a)w/Flexible Finishes L/120 DWG. NO.:
SOLE
s CORNER BLOCKING DETAIL Note: L= Span Length H= Span Height Goal
INSULATED WALL DETAILS NOTE
STUD a TO HAVE SAME NAILING ING PARTITION TO WALL a. The Wind Load shall be permitted to be taken as 0.7 times the
ST FILLER BLOCK A STUD e I CONNECTION Provides maximum nailing surface on interior and exterior 2X WALL STUDS
walls. TOP PIComponent and Cladding loads for the purpose of the determining
TOP PLATE FRAMING DETAIL deflection limits herein
CORNER POST 2X4 BEARING WALL—HEADER DETAIL P?�
GENERAL NOTES FIRE/SMOKE DETECTION
TABLE 11402,2 MINIMUM 5pEGIFlED COMPRESSIVE STRENGTH OF CONCRETE RIDGE STRAP DETAIL TYP WALL/WINDOW AIR SEAL 00
GIRDER TO S.S.P. COLUMN ,
TYPE OR LOCATION OF CONCRETE CONSTRUCTION
a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. p�
a. 1INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINIMUMSPECIFEDCOMPRESSIVE INSTALLATION @ 16"O/C
b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b.SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALLp
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. sTRENGTNa(fc) LSTA24-980 lbs. UPLIFT
BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS IN 0 ° fCONTINUOUS
C. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. weatheingPohendol b ° ° o
d. BUILDER TO CARRY WORKMAN'S COMP, INS. IN AMOUNTS AS REQUIRED BY LAW. C.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT IN THE Negligible Moderate Severe °e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. BasemertwaNs,faundatkxs and other concrete rot exposed fp„e weathe a °f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE 2,500 2-500 2SOoc DEPARTMENT. ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement slabs and Interior slabs on grade,except garage floor slabs 2500 2,500 2Sooc � � GYPSUM BOARD AS AIR BARRIERh. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO d. EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING Basement wails,foundation walls,exterior walls andolherverticalconcrete ��work exposed to the weather 2500 3,000d 3,000d S.S.p, CAPS - KLCC SERIES $EADOFSEALANT
BE BROUGHT TO ENGINEERS ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION.i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY, ENGINEER IS NOT ELECTRICAL NOTES Porches,carport slobs ane 16d NAILS ALL HOLES
stays exposed to the weather,and garage fbor slabs 2500 3,OODd 3SOOe UOUS BEAD OF SEALANT ,
RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS.
, DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. ?•�• °
CONTINUOUS MINIMAL EXPANDING FOAM AT
OF NYS,WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For Sl:1pound per square tiche6.895kPa. TYPICAL FRAMED OPENING WINDOW PERIMETER
c.ALL WIRING TO BE MIN. 14 AWG. � " t
a.strength at 28 days psi.
I CONVENIENCE OUTLETS TO BE 18„A.F.F., UNLESS NOTED OTHERWISE. 3 NAILS METAL STRAP CAP
SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.See
Table R3ot.2Q)for weathering pote}kI. ATe"OC. PLATE WINDOW UNIT AS AIR BARRIER
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. OVER HEADER TOP CONTINUOUS MINIMAL EXPANDING FOAM AT •y'
a. PITCH GRADE AWAY FROM BUILDING, c.Concrete In tfiese locations that may be subject to freeing and th°wing during eonstruotlon shall be air-emrdned concrete ";i.t• `
g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST in accordance wIth Foot"d. 11 PLATE WINDOW PERIMETER 1 a,
b.PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT.E3402. LL FRAMING "
d.concrete shall be ah--enh alned.Total air co,i- (percent by volume of concrete)shall be not less than 5 percent or rare h CUPS
c.ALL TREES WITHIN 15 OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER, ETC. SEE SECT. E3405. "an 7percent. BOTH CONTINUOUS BEAD OF SEALANT
d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I.ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. I °°
e.Ste Section 11402.2 for maximum cemenHNous materials wrttsr,t. FOR 2 X8' SIDES -'
SHALL BE REPLACED AS REQUIRED. `'•
LINTEL
f For garage floors with a steel troweled fail reduction of the total air content cent v LINTEL '••'t„•«
e,ALL CURBS,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. g" g Increased OH1Tsstha 4.000P0t96"°" ATTIC EAVE AIR SEAL USE CONTINUOUS BEAD OF ADHESIVE �°}•'.
3 percent Is permitted M the specified compressive strength d the concrete Is Increased to not less than 4,0�Pei. 3"NAILS ° °° MEMBERS `
°
EACH END,
EXCAVATION NOTES
INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FR BETWEEN THE RAFTERS.FOAM FOR 2 e• °s TREATED
SEAL 80TH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL TRIMMEN
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE 8401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSO MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT °° STUDS CONTINUOUS BEAD OF SEALANT o
SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM 3•NAILS
b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING ' EACH END °° TREATED L ,~
MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS FLOORS AND CEILING AROUND SILL PLATE [
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. PRESSURE (pounds per square foot) 3•NAILS CONTINUOUS BEAD OF SEALANT z
ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1"RIGID �� Q
c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED Crystalline bedrock 12,00a AT °° TREATED O
c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. r INSULATION VERTICALLY VENTED BOTTOM PLATE
PROCTOR DENSITY, d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 TO CONNECT INSULATING AIRSPACE O (x�
SHEATHING TO RIGID ATTIC FULL- i�
e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel andJor gravel (GW and GP) 3 000 INSULATION BAFFLE. ' LENGTH ° METALJOIST ST
REINFORCING NOTES FOAM SEAL BOTH JOINTS INSULATION ° HANGERS OR O
OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. i WALL TREATED FRAMING CLIPS W
f.INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME Sand, silty sand,clayey sand,silty gravel and clayey gravel
a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE i sruos CRIPPLE
(SW,SP, SM, SC, GM and GG} 2 000 i STUDS-NOT Q
GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED FOR DOORS
STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY W/ASTM E84 STD OR UL 723.ALL EXPOSED Clay,sandy clay, silty clay,clayey silt, Silt and sandy silt - -
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN.
PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR
OTHERWISE SHOWN.
INSULATING FINISH SYSTEM TO COMPLY w/R703.9. GIRDER
c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 602.3(1)2020 12C of SEALANT
CONTINUOUS BEAD
d.. BE FORTY(40) BAR DIAMETERS MIN.WELDED WIRE FABRIC(WWF)TO BE 6" x 6" SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include Halling for metal framing straps(see section i _1 1/2"RIGID GIRDER TO S.S.P. COLUMN DETAIL'A'
CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing ��� INSULATION KCC SERIES COLUMN CAP
70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. 1odNAILSALLHOLES
INSULATED GLASS SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). [-�
e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS All nailing is a general specification It applies unless otherwise noted. O O -WOOD POST Z
CONCRETE PLACEMENT. OTHERWISE NOTED.
f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY PAU SERIES POST ANCHOR
b.ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY o [
REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No.of Nails Nail Spacing O GRADE
FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. O O /8'GALVANIZED LAG I �
CONCRETE NOTES ROOF $ CEILING FRAMING Z
c. ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I CONCRETE FOOTING
a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE.
/8"%°/ x3 1/2"LONG LAG BOLTS ANCHOR BOLT O
-GONG.STEPS TO BE 3,500 f c @ 2$DAYS Rafter to To Plate Toe-Nail (3)10d Common Per Rafter .2 1'C U
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. CONTINUOUS WELD
c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY CeilingJoist to To Plate(Toe-Nail) (3)8d Common Per Joist 6 Q
TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE CeilingJoist lops over Partition Face-Nail 3 16d Common O
PROXIMITY TO BEACH,CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST P ( ) ( ) Each Lap
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION T0, RENOVATE OR LEGALIZE THIS ° STA DARD BASE PLATES &CAPS RAFTERS TO RIDGE CONNECTION x
d. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0" MINIMUM BELOW GRADE. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table 8802.5.2 Each Lap
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 3 10d Common Each End 4 LS268-675 IDS.
BEFORE DESIGNING BEGINS THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE
f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE ' �/2 POST ANCHOR DETAIL UUPLIFT
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND TMU26-6401bs.
NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE Blocklmn to Rafter(Toe-Nail) (3)8d Common Each End W, UPLIFT ► C/�
g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. PLAN _ _ REFERENCE 3.36 F� W
h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rafter End-Nail 2 16d Common Each End �2 l/2 - FOR NAILING 8/12 �+
i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS v
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING _ _ O Z
o a° REQUIRED @ z
j.PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLAES AND WALKS ENGINEER. THEREFORE,ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE:CRACKS,DIFFERENTIAL O
SETTLEMENT CRUMBLING ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR 16d 24"O,C. ° CATHEDRAL CEILINGS
ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. To Plate to To Plate Face Nail Per Foot
k"PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED,REDONE OR REINFORCED,WHICH ° IN ADDITION TO RIDGE ^^ O
WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. TYPICAL S A6 UPLIFT 2" ° ° 12)12 H
MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, To Plates at Intersections Face-N it 2 16d Common Each End H ° o STRAPPING
ETC.
1.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16d 16"D.C. Each End ! I ° °
AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE w
SHALL BE PLACED IN WALLS. ° ® 2 °
THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION CONSTRUCTION coder to Header Face-Nal 16d Common 16"oc.along edges L � a
M.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 4
SCORING AS PER PLANS AND SPECIFICATIONS. To of Bottom late to Stud End-Nail 2 16d Common Per Stud /� • ° ° W
n.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. HURRICANE STRAP DETAIL CROSS-SECTION
PAU °
F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F tOd NAILS ALL HOLES
o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or Blocking 16d Common 15"O.C.Face Nail
p.ALL FOOTINGS TO BE 8" OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES g(End-Nail) -995 lbs. UPLIFT w
0 0 °
LS268&TMU26 ffr��
MIN. (2) #4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES.
q. PROVIDE MINIMUM 2'W" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. Double Top Plate Splice(Face Naile} (8)16d Each Side of Splice 8310 ESCAPE/RESCUE OPENINGS RC w r�
N TYPICAL LIGHT SLOPE HANGER
r.CRAWL SPACE VENTS,IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN T-O"
c.INSULATE ALL SUPPLY LINES. REFERENCE 3.313 34"CLEAR INSTALLATION @ 16"o/c
`./
irJ-ll
OF EACH CORNER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING FOR NAILING ° a.MINIMUM
s. ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. ° OPENABLE AREA 2d"MUM
e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, MINIMUM
SIZE OF HANGER DETERMINED BY SIZE OF RAFTER
°
CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. 5.7 SQ. FT. (SEE F"""'i
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO EXCEPTION) Z
COMPLY W/P2603. Joist to ill To Plat or Girder Faee-Nail 3 8d Common Per Joist a b. MINIMUM OPENING
a.ALL WOOD SILLS, BLOCKING, NAILERS, ETC.IN CONTACT WITH MASONRY,CONCRETE OR � � TYPICAL UPLIFT CONNECTION O
SOIL TO BE ACQ(TREATED). g, WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. BridIn to Joist Toe-Nail 2 Sd Common Each End r HEIGHT 24" i '- O
o C.MINIMUM OPENING FOR OPENINGS r�
b. PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ ( F17-�+4
c.ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2.PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS Blocking to Joi t(Toe-Nail) 2 8d Common Each EndTYPICAL RT16T o WIDTH 20' INSTALLATION 04
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3, SEE P2603.4& P2603.5 FOR PIPES O d. MAXIMUM SILL OPffNABLE
d.ALL JOISTS,RAFTERS,HEADERS&GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. Blockin to Sill or To Plate(Toe-Nail 3 16d Common Each Block TRUSS/RAFTER TO DOUBLE O HEIGHT OF 44" AREA \ ARE�NABLE @16"0/C
STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A
PLATE INSTALLATION @ 16"o1C ° e. MUST BE `\ \ <= TYPICAL LSTA24 W
e.ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD,NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT IN Ledger Stri to Beam Face-Nail 3 16d Common Each Joist O OPERABLE
i = LSTA24-980 Ibs.UPLIFT 20 GA. Q
0.0
WITHOUT KEYS OR 67PO FT
@ 6" O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 L8. ACCORDANCE w/P2603.4. MINIMUM SMI SM FT, 1 1/4"x24" /
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES,EXCEPT Joist to Led er to Beam (Toe-Nail (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS i
f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6"O.C. LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. LL- 4 CRIPPLE STUD
g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. j,WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF Band Joist to Joist End-Nail 3 16d Common Per Joist MINIMUM SIZE WINDOW 2 MINIMUM SIZE WINDOW
h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS ANCHOR BOLT DETAIL FOR 20"CLEAR HEIGHT u- FOR 24^CLEAR HEIGHT �TRAP RgFERENCE3.38
JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT Band Joist to ill or To Plate(Toe-Noll) 2 16d Common Per Foot o¢a FOR NAILING
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing to TYPICAL UPHD8 INSTALLATION g� FLooR HEA
i.ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. ANCHOR BOLT-TO-PLATE UPLI ONNECTION IS REQ'D.@ EA.
CORNER. framing and particleboard wall sheathing to framing.
j.HEADERS OVER DOORS AND WINDOWS UP TO 3'-0"WIDE TO BE (2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exterior sleathing -TO-STUD CONNECTION END CONNECTORS HEADER&@BOTTOM OF
HEADER STUDS,IN ADDITION TO
L STUDS&
3'-0"TO 5'-0" USE (2)2x8,UNLESS OTHERWISE NOTED. WALLS ONLY THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I" "II" @ TP&BOTTOM OFLCR CRIPPLES
„ to wall framing SHEAR
k. FOR HEADERS OVER 5-0 LONG USE DOUBLE JACK STUDS. ___-_. ..._.___._......._ _-.._.-__._.._._..___..__-._.. ___.__._.___.___ __.__._ _._. _.. ._....___.._.____.___._ _ _ ._ .__. _____... _.____._,.__..._ .___.___.___._. (SLAB ON GRADE,OTC,) "Ill", "IV", OR V TO INDICATES THE CONSTRUCTION
I. MIN.BEARING FOR JOISTS, BEAMS&STUDS TO BE 3 1/2", ? . ,__. --_ - _-_ Table 8602.3(3) �___....__. Edges intermediate UPHD8 3,300 lbs UPLIFT OF THE STRUCTURE UNDER SECTION 602
m.PROVIDE SOLID BRIDGING MAX. 8'-0"O.C. IN ALL FLOOR CONSTRUCTION. - --~ 6d Common (8)WS3 WOOD SCREWS
CLASSIFICATION
Requirements for Wood Structural Panel _ _ 3/8"-1/2" 6"o.c. 12"O.C. FOR CORNERS& OF THE BCNYS N
n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c, @ - _ _. - `_�_ Wall Sheathing used to Resist Wind -- "- ._._.__-___.. ad common OPENINGS 6'-O'OR GREATER FLOOR TO FLOOR CONNECTION
4'-5"ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE _.._ _ ._-.. _.. ---_-------__
o.ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH-3 OF THE 1 Pressures 8d Common 6"o.c. 12"o,a. TYP, CONNECTION FOR TWO O
_...... ... _
e. ._. STORY APPLICATIONS .-I
2018 W.F.C.M. i Minimum Minimum � -` 1 1/8"-1 I/4" X8/8"%%C ANCHOR BOLT@36"OC �
p,PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED I 10d Common G"o•c• 12"o.c. REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE t
i Wood Nominal Maximum VE WHITE ASPECT RATIO:h{/L<3Y
BY TJI CORP.OR APPROVED EQUAL. I
q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED 1N ACCORDANCE w/ R502.1 i Structural Panel Wall Stud I I Other wall sheathing WALL HT.(H) SEGMENT WIDTH(W) W
MATERIAL FOR LOAD BRIG. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel S an ; Thickness S acin i I 1/2" Structural ellusic Fiberboard 1 1/2"Galy Roofin B'-r' 2'-a^ 0i
ACCORDANCE w/11602.1. p p 3"o.c. 6"o.c. REFLECTIVE RED T
Minimum Nail Rating (Inches) (inches) Panel Nail Spacing Ultimate Design Wind Speed Im h _ i PANTO E#187 0 1 3 0
g 9'-1" 2'-8"
Sheathing Nail ' N " "
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS - -' - Structural Cellusic Fiberboard 314"Galy Roofing STUD TO FOUNDATION CONNECTION
I-_.. ._ __.._._ _ i Wind exposure Cate o 25/32'
g g ry_ _. a ail 3„o.c. 6"o.c.
OF THE LIMITATIONS SPECIFIED IN FIG. 8502.8. CUTS, NOTCHES,AND HDLES BORED IN _.... __. _._.____.._. .._ _.-._._.,.__ -_._ _ _,.____.,__-_...._.,____,_ ,.,,,,,-
SHE
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Ed es I Field E SIMPSON MST27 20 GA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN ( ) ( )'(• )l 1/2" Gypsum Wallboard 1114 Screws 7 o.c. T'o.c. 12^MIN.ON STUD SURFACE 1 THAT ARE OF TRUSS TYPE CONSTRUCTION TYPICAL UPHD8 INSTALLATION it N
ACCORDANCE w/8502.8.2, STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ Size Penetration In Inches ox.)' Inches o.c. r_ B- -____ I __C 1 D___ _ TYPICAL LST 36 DOWN w/ 5 ADED ROD
EE DETAIL) 6d Common 1.5 _ 24/0 v l._. 3/8 16 6 12 .. _..____...140 115 k 110L L II II �9 �N
R602.6.(S ¢ ___. ____.. _ _.. _.-__... _. _ 518"Gypsum Wallboard 1518 Screws 7"O.C.Oc7'o.c. A
S. IN ACCORDANCE w/SECTION R312,1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common 1.75 _ 24/16 i_ 7/16 16 6 12 170 ; 140 135 (OR EQUIVALENT) INCLUDING W
_.._ }.._ FLOOR FRAMING INCL
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE ; Wood structural panels combination subfloor REFERENCE 3.3B „ ' NOTE" a
i I 24 6 12 I 140 115 _ 110 F GIRDERS AND BEAMS N
- ---- - - FOR NAILING
t.STAIR TREADS SHALL BE 1 1/4"THICK CLEAR OAK, UNLESS NOTED. ____�___._.._._ ..__...._.__..____ _,. _. _. . __- -_._ .____.L...____ . _. _.._ ._..___ .._._____...__._ . __ 1/Z MAY BE
U. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"o.c. 12"o.c. STROKE REQUIRED H
WRAP&NAIL STRAP AROUND
v. WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT SILL @16"OC ON EACH STUD 6" DIAMETER IIROOF FOR SHEAR O 3 ¢ Z
GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELDPED INDEX TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches)o 7/8".1" 6"o.c. 12"o.c. _L 7 F
"FR" Z A Q Q
8d Common 5/8"%%C ANCHOR BOLT@36"OC 'r W
NOT GREATER THAN 450, IN ACCORDANCE w/8302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIC,N AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL
COMPLY w/8302.9.3 11/6"-11/4" 6"O.C. 12"O.C. LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. ¢ x
10d Common
w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED, LOAD-BEARING VALUE OF SOIL(psf) 11/4"06"
x. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 E4,00p For wood structural panel roof sheathing attached to gable end roof framing and to TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS FLOOR TO FLOOR CONNECTION SCAL :
y.CERAMIC TILE SURFACES&INSTALLATION ARE TO COMPLY w/R702.4,OTHER Conventional light-frame construction Intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced 1/4 _
FINISHES TO COMPLY w/R702.5,&R702.6. 1-story 12 12 12 12 at 6 Inches on center where the ultimate deal REQUIRED FOR UPLIFT
gn wind speed is less than 130 mph and
Z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story is 12 12 12 OPTIONAL NAILS END ENGTH
shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or OF N
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 (WOOD SHRINKAGE m 12"TYPICAL 0
greater but less than 140 mph MAY OCCUR AND O� CHW 9 •p'f
CAUSE STRAP TO p
4-inch brick veneer over light frame or 8-inch hollow concrete masonry BUCKLE OUTWARD) m
1-story 12 12 12 12
ROOFING /SIDING NOTES 2-story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL
3-story 32 24 t6 12 TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION m n
a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904, & R905 AND r^ _
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE PROP INSTALLATION @ 16„ O.C. 77006
FOR NAILING (CANTILEVER CONDITIONS) CLEARS N <"
INSTALLED IN ACCORDANCE w/8903.4.DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry DOUBLE LVL �i�
b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 FASTENERS:2-10dX1 1/2 TO SSION�
STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5.DETAILS OF 2-story 29 21 14 12 RAFTERS/TRUSS INSTALLATION @ 16"O/C TYPICAL STA
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES ry FASTENERS: 1/2 T/0 EXIST 2X4 STUD WALL @16"O.C. LSTA24-9',0 Ibs.UPLIF
3-story 42 32 21 16 TYPICAL KST237 DWG. NAME:
OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/R905.2.7.THE REQ'D PLATES I°.I 3/9/16„ Zu 20 GA.1 1/'x24"
LSTA24-980 lbs.UPLIFT 20 GA. DETAILS
� r r r A T T ry
UNDER-LAYMENT IS TO CONFORM w/ASTMD226,D 1970, D4869,AND D6757,AND IF t va"xza° j�.J\ HL 1 1/111 L ►\J
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For 91:1 inch=25.4 mm,1 Pound per square foot=0.0479 kPa. EXISTING 2X4 SILL
C. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF DOUBLE PLATE END LENGTH
a.Where minimum footing width is 12 Inches,use of a single wyt}le of Ill or TOP PLATE PROVIDE BLOCKING 1"MIN. 0. 12" PICAL
UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED NOTES
BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S EDGE TO 24" MIN.
fully grouted 12-Inch nominal concrete masonry units(s permitted. z a PROPOSED 2X4 DOUBLE TOP
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& N a PLATE REFERENCE 3.38 FLOOR-TO-FLOOR
8905.1.2. }- FOR NAILING REFERENCE 3.313 DWG. NO.:
d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 2"MIN. INSTALLATION @ 16II O/C FOR NAILING
ACCORDANCE w/8703.8, 8903.2,&8905.2.8. 2x4 STUD WALL @ 16" \
e. HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ O.C. STRAP @
R703.2 / PROP 2X4 STUD WALL @1 6"O.C. EACH STUD
f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 lbs. UPLIFT s 1odx1 1/2"
8703.3.2. TRUSS/RAFTER TO DOUBLE (0.148"x1 1/2") WALL TO CRIPPLE WALL CONNECTION
PLATE INSTALLATION
PAGE 2 OF 2
�, _ SS�SS�s�s MEND ENT
-__ -: ,. _
Amendment
to Building Permit# 48046
515 Maple Lane Southold NY
DEC 2 6 2023
Proposed Additional Work to already open permit 48046:
17.
Refer to included print out of 515 Maple Land second floor layout in-0 B11 F 0'k"J ff" i
AFTER views for reference regarding work below:
NOTE: THE ROOM DIMENSION MEASUREMENTS IN THE BEFORE/AFTER
DIAGRAMS MAY VARY BY 1-2 INCHES—THAT DIFFERENCE IS DUE TO THE
SOFTWARE USED TO MAKE THE DIAGRAM. THE RAW ROOM DIMENSIONS
ARE NOT CHANGED IN THIS PROJECT; WITH THE EXCEPTION OF REMOVAL
OF THE BEAD BOARD PARTION IN MASTER-BEDROOM THAT FORMS THE
EAST WALL OF THE WATER CLOSET (SEE BEFORE/AFTER)
1. Remove existing closet on East wall of master bedroom. (Before view)
2, Add needed framing for wall/doors to form new closet on East wall of master
bedroom (After view).
3. Add needed framing in Sun room for wall/doors to form new closet on South wall
of Sun room (After view).
4. Remove existing closet West wall of Bedroom 1 (Before view)
5. Add needed framing in Bedroom 1 for wall/doors to form new closet on West wall
of Bedroom 1 (After view)
6. Remove existing closet in Bathroom I (Before view)
7. Add needed framing in Bathroom 1 for wall/doors to form new closet on in
Bathroom 1 (After view)
8. Add needed framing to Bedroom 2 for wall/doors to provide better door access to
existing closet on South wall of Bedroom 2 (After view)
9. Close existing door to existing closet on North wall of Bedroom 2 (Before/After
view).
10. Reframe North entry wall of Bedroom 3 to move entry door,from hallway to
Bedroom 3 2.5' to the west. (Before/After views)
11.Add needed framing in Bedroom 3 for wall/doors to form new closet in
Bedroom 3 on East wall of Bedroom 3 (After view).
12.Remove existing bead board partition wall that forms the East wall of existing
Water Closet in Master Bedroom. Remove all existing plumbing fixtures/piping
for the water closet. (Before view).
13. Remove all existing plumbing fixtures in Bathroom 2. (Before view)
14.Reframe the East wall of Bathroom 2 to include entry door from Master Bedroom
(After view)
15.Reframe existing bead board partition wall that forms the North wall of Bathroom
2. Close existing hallway door into Bathroom 2. (Before/After view)
16.Add new shower, sink, toilet fixtures, and required plumbing drains, vents, supply
lines.in positions shown. (After view)
17. Replace existing 4' section of cast iron main drain pipe that drains plumbing
fixtures from Bathroom 2. The existing 4' section of pipe is cracked. Proposed
work is to remove cracked section and replace with PVC, to connect to the
fixtures in Bathroom 2.
Laundry
Machine
14'-11°
15'
TO BE
' 15',5.•
T REMOVED
INI/
ADD FRAMING/
DOORS
15'•5°
15'•5'
n
T.2.,m
MASTER BEDROOM
17-5" 12.9°
p MASTER BEDROOM
NORTH BEDROOM I Y Existing NORTH ¢ BEDROOM 1 q
5'-b"—�I 'Water Gla e1° BEAD BOARD
TO HE WALL
ALL
1 _
REMOVED -"B�7•�: OL05ET —TO BE ""3''^
REMOVED _ WALLS TO REFRAME
lill p UP —
p UP
MASTER BEDROOM
NEW LAYOUT
BATHROOM 2 u. BATHROOM
tr ¢ _
3'•1'
BATHROOM 1 BATHROOM? tr Bti^
t 10'-•—
BATHROOM 1 I>o
Y
BEDROOM 2 J
BEDROOM 2 BEDROOM 9 ADD FRAMINGI
DOORS Y
ry \ BEDROOM 3
14 14'
ADD FRAMINGI�,.
12'-4^ DOORS �
BEDROOM
BEFORE AFTER
Amendment to Building Permit 9 48046
515 Maple Lane Southold NY L!
Proposed Additional Work to already open permit 48046: M A R 2024 •
Refer to included print out of 515 Maple Land second floor layout in BEFQR,-,E,,
AFTER views for reference regarding work below:
New Work
Below are additional work items for the permit.
I realized when performing the work approved in January 2024 (see below), that I
needed to remove 3 additional bead board partitions, and replace with a standard 2x4
wall construction. The room dimensions are essentially unchanged by the work(the
proposed standard wall framing reduces room dimension by —2-3 inches)
P- 7wo Op4w-&-W 6nsgaret-
1. Remove bead board wall on west side of Bathroom 2 ( see before and after
diagrams)
2. Replace removed bead board with 2x6 framing and sheet rock. 2X6 is to
accommodate new sink plumbing
3. Remove bead board wall on north side of Bathroom 3 ( see before and after
diagrams).
4. Replace removed bead board with 2x4 framing and sheet rock.
5. Remove bead board wall on east side of Bedroom 2 ( see before and after
diagrams)
6. Replace removed bead board with 2x4 framing and sheet rock.
Work approved on permit in January 2
Below are addition o t permit that were roved in Jan y of 2024
1. Remo e existing closet on st wall of master bedroom. (Be ore view)
2. Add needed framing for wall/doors to form new closet on East wall of master
bedroom (After view).
3. Add needed framing in Sun room for wall/doors to form new close n South wall
of Sun roo (After view).
4. Remove exis ' g closet West wall of Bedroom 1 (Before view,
5. Add needed fra ing in Bedroom 1 for wall/doors to form w closet on West wall
of Bedroom 1 (A r view)
6. Remove existing cl et in Bathroom 1 (Before view)
7. Add needed framing ' Bathroom 1 for wall/doors to orm new closet on in
Bathroom 1 (After vie
8. Add needed framing to B oom 2 for wall/door to provide better door access to
existing closet on South wa of Bedroom 2 ( er view)
9. Close existing door to existin closet on No wall of Bedroom 2 (Before/After
view).
10. Reframe North entry wall of Be oom 3 o move entry door from hallway to
Bedroom 3 2.5' to the west. (Befor A er views)
1 I.Add needed framing in Bedroom 3 f wall/doors to form new closet in
Bedroom 3 on East wall of Bedroo 3 After view).
12.Remove existing bead board parti on w 1 that forms the East wall of existing
Water Closet in Master Bedroo . Remov all existing plumbing fixtures/piping
for the water closet. (Before vi w).
13. Remove all existing plumbi fixtures in Ba oom 2. (Before view)
14.Reframe the East wall of B oom 2 to includ entry door from Master Bedroom
(After view)
15.Reframe existing bead bo rd partition wall that fo s the North wall of Bathroom
2. Close existing hallwa door into Bathroom 2. (B ore/After view)- - ---
16.Add new shower, sink, ilet fixtures, and required pl bing drains, vents, supply
lines in positions show . (After view)
17. Replace existing 4' sec 'on of cast iron main drain pipe th drains plumbing
fixtures from Bathroom 2. The existing 4' section of pipe is cracked. Proposed
work is to remove cracked section and replace with PVC, to connect to the
fixtures in Bathroom 2.
E II
IN,0 PIT H
TO REFRME VAM.L5TOFMTRME
AM,IRN,014-
AJJ4
DOORS i
T E-7 R
TO i37-
NO RTH
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RE MOVE
A-A
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