HomeMy WebLinkAbout51839-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#: 51839 Date: 04/18/2025
Permission is hereby granted to:
Joseph G Feghali
30 Chestnut St
Larchmont, NY 10538
To:
construct alterations(finish basement) and to legalize an"as built" bathroom reconfiguration on the
first floor to the existing single-family dwelling as applied for. Additional certification maybe
required.
Premises Located at:
945 Fanning Rd, New Suffolk, NY 11956
SCTM# 117.-4-26
Pursuant to application dated 03/10/2025 and approved by the Building Inspector.
To expire on 04/18/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $936.00
As Built Addition/Alteration $45.00
CO-RESIDENTIAL $100.00
Total S1,081.00
wilding 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 i,Ittp vWWSOLwtllo dtoa^rI y
Date Received
For Office Use Only
,
, 11
PERMIT NO. � Building Inspector; ,w
Applications and forms must be filled out in their entirety. Incomplete � Ie� oo
applications will not be accepted. Where the Applicant is not the owner,an 0'I
Owner's Authorization form(Page 2)shall be completed. -10
,00
Date:March 07, 2025
OWNER(S)OF PROPERTY:
Name:Joseph & Nora Feghali �TM 1000-117-04-26
Project Address: 945 Fanning Road New Suffolk
Phone#:914 584 0483 Email:jgfeghali@gmail.com
Mailing Address:
CONTACT PERSON:
Name:Mark Schwartz, Architect
Mailing Address:PO Box 933 Cutchgoue, nY 11935
Phone#:631 734 4185 :E:m�11-:M:ksarchitect@optonline.net
DESIGN PROFESSIONAL INFORMATION:
Name:same
Mailing Address:
Phone#: Jma—il
CONTRACTOR INFORMATION:
Name:Boeckman Construction
Mailing Address:
Phone#:Kurt 516 428 1473 f�Eai:l.-:kurt@boeckmanconstruction.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Fisnish basement $
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:Single fam reS Intended use of property:same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? OYes B No IF YES,PROVIDE A COPY.
19 Check Box After Reading: Theowner/contractor/designprofessionalisnesponslbieforalldrainageandstormwaterIssuesasprovidedby
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to ilia Building Oapartraent for the issuance of a Building Permit pursuant to the Building Zane
Ordinance of the Town of Southold,Sufrolk,County,New York and other applicable laws,Ordinances at Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein descrtbed.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authdrhed Inspectors on premises and In building(s)for necessary Inspections.False statements made heroin are
punishable as a Gass A misdemeanor pursuant to Section 210AS of the New York State Penal law.
Application Submitted By(print name Mark Schwartz BAuthorized Agent Downer
mow.
Signature of Applicant_ Date: 0,710 -�r
STATE OF NEW YORK)
SS:
COUNTY OF suBoik )
Mark Schwartz being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Architect/Agent
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to matte 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
day of , 0 �.� ���W . ,. �.� w....._ ZO
�.
E
LIANNE CAROLINE FEDELE Notary Public
,ry Public-State of New York
NO.OIFE0016050
raliFied in suffolk county PROPERTY OWNER AUTHORIZATION
missforr Expires Nov 11,2027
(Where the applicant is not the owner)
Joseph Feghali „ wvww wwwy residing at µ945 Fanning Road New Suffolk
.
hereby authorize Mark Schwartz to apply on
my behalf r the Town of Southold Building Department for approval as described herein.
OA�M _..
04'no's,""Pna ure Date
Print Owner's Name
2
SCTM # 1000-117-04-2 6 �
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DESCRIPTION: TOTAL: LOT COVERAGE: 0
I PROPERTY: 16,375 SQ.FT. 0.376 acres
GROUND DISTURBANCE 400 SQ.FT. -
l^ W
EXISTING HOUSE: 2.080.3 SF
444"""TTT EX.REAR PORCH: 107.5 SF
EX.FRONT PORCH: 58.4 SF
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EXISTING SHED: 100.9 SF
O
S 83017140/1 E 100.0' a
EL. TOTAL: 2,347.1 SQ.FT. 14.4% O
15.3 EL. n/
z 17.2 MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: 10/19/2018
0
[V 0
0 SITE DATA
SILT FENCE-- SCALE: 1/4" = 1'-0"
I- - - - - - - - - - - - - - - - - - - - - 4.8'
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Generated by REScheck-Web Software
THIGH RAILING TO CODE Compliance C e ft i f i c a t o 0
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t tF IF H I Project FEGHALI w
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- 3T 8ET. .: . .
-III=III=III=III=III=III-III 41 •a :o ; ; =III— =ill= Il-rir=u [�
_ _ •i •& =III=III -III=_III -"'-' Energy Code: 2018 IECC ll
III=III=III=III=III=III=III ti 12"PC WALL. N ,=III= ';I-I" F--1
=III-III=III=III=III=III— : 4 WALL FINISH d 6 _ Location: Mattituck, New York
=III=III=III=III III II — AS APPROVED •� =III=III Construction T
1=III=III=III - PLANTER- +I --III- Type: Single-family
#4 BARS e I., • BY OWNER =N _lil-' +I Project
II=III=111- (I- .. =III-III=11' +IType: Addition Q
III=III=III@24^oc=11 _ .- •. 'v •. - -
III=III=III=III=III -III=III=III— _ �t `r Project SubType: None
—"1=III=III=III=11 �=III=III=11' r;. `O �o ^ Climate zone: 4 (5331 HDD) w
it=lil=III— :a -III=III=III s 12"PC V�
l=I_II=11 �=III=III=11. •%c •c Permit Date:
-1 — 6. II I III II I II II WALL •: 9T 6N - 4-•� Permit Number: O/�
4"dia DRAI—I N "dia DRAIN_ d• F ''y
PIPE 'e PIPE �} . All Electric true
— .. O
4•SUB w/10/10 6x6 WMM , Is Renewable true
4. EXISTING FOUNDATION
.' ' ' ' ' ' ' (SEAL SLAB) � � Has Charger true w
GC TO REVIEW EXISTING Has Battery: true
8T-10" REINFORCE CONC.FOOTING CONDITIONS.UNDERPIN
w/#4 BARS EACH WAY (TYP) AS NECESSARY Has Heat Pump: true
12"OC
PARTIALSECTION Construction Site: Owner/Agent: Designer/Contractor:
945 FANNING ROAD
SCALE: 1/4" = 11-0" NEW SUFFOLK, NY
C
Compliance: 0.0%Better Than Code Maximum UA: 118 Your UA: 118 Maximum SHGC: 0.40 Your SHGC: 0.27 w O C
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. FT'{
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. �•{,� W
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade Z
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. x
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gRH2OMALPIDIECT0N6•DECK)
Envelope Assemblies w
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Ceiling:Flat Ceiling o r Scissor Truss 1,224 30.0 0.0 0.028 0.026 34 32
41nin.
7777 'CCC Wall:Wood Frame,1 6"o.c. 1,176 20.0 0.0 0.059 0.060 66 67
SGRESS °0 (PER °W Door: Glass Door(o 2r 50%glazing)
SHGC: 0.24 42 0.300 0.320 13 13
NERNDOWPE(VIF) CASEMENT:Wood Fr ime 11 0.290 0.320 3 4
WNDOW 512E MEJ o SHGC: 0.32 0
WELLCRAFT EGRESS DETAIL v „• Window:Wood Fram a 7 0.270 0.320 2 2 N v
NT$ SHGC: 0.34 CIO0
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH O ,,.�'I. •'�
MANUFACTURER SPECIFICATIONS. n 1,O• X ( m O ate.
2.WELL SIZE TO BE MINIMUM XXT CLEARANCE.VERIFY AND
ADJUST PER WINDOW SIZE USED. O X ��O It
3.ESCAPE WELL TO HAVE COVER AS REQUIRED BY CODE � w V .Y
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Project Title: FEGHALI Report date: 02/18/25In V a;
Data filename: Pagel of 2 M "D in
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® ® e ® �r ® ® e ® �2• °
FASTENER TYPE: SPACrNG.
W
N".B WOOD-6CREW U
BASED ANCHOR WITH 16.OC
tin.EMBEDMENT LENGTH O
3
BBASED WOOD-ANOHORS WITH IV OC ® ® 11/4
2IR.EMBEDMENT LENGTH 1 1/2 V J
114.ma.IAGSCREw 1 1/4 1 1/4 1 1/4 QL'
BASED ANGHaR wITH 16•a
In.EMBEDMENT IENGTH
® ® LAV. LAV. a SINK
® ® 11 3/4•VIA PLYWDO W C I3" E.1 SHEATHING
1/2•AP A RATED SHEATHING
GRADERYWOOD
(ALTERNATMVE:7/16.OS.B.) ° ° °
® ® 1/2•APA BATED SHEATHING B H
2QL
GRADE PLYWOOD ® I/
(ALTER PLYW ]/I6'O.S.8) I�F�TILyyy(
1 1/2
1 1/4 1 1/4 3 2 I C.O. fn
FASTENER TYPE: SPACING: 2x4 DFr2 C.O. 3
N".B WOOD3ORElV 6IllDS x
BASED ANCHOR WITH Hr OC
WINDOW SILL Z .EMBEDMENT LENGTH
TYPICAL WINDOW OPENING Nn.10 WOOD-SCR 3
PANEL SPAN EQUAL OR SMALLER EMBEDMENT�� 1r oc
THAN 4 FEET ursaetw
BA SFD ANCHOR_L I6'O:
r.@18EOMENT LENGTH
4
TYPICAL DOOR OPENING MULTIPLE P YWOOD AS4EMBLffi FASTENERTYPE: SPACIG:
PANEL SPAN GREATER THAN 4 FEET 2-2x4 DFA2 STUDS NNNECTED TO APROVED
AND EQUAL FEET SMALLER OR Q HSTA' W BA."WOOPSCTWITH
SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM
THAN 6 FEETAS"FRS �EMBEDMENT LENGTH
B Q
AND NIR5�2'-0'O.G TRAP HOUSE
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED WrTH V07
PANEL SPAN GREATER THAN 6 FEET 2.ENBEDMENr LENGTH
AND EQUAL OR SMALLER 1/an.oa LAGSCREW �
THAN 8 FEET BASEET18ABECHORR NH nH 16•cc
PLUMBING SCHEMATIC IP, DRAWN:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �, SCALE:
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING SCALE: NOT TO SCALE , JOB#:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' .� '^, x +.,, 3/3/2025
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO .Ypr•{'t�,
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 '� $_ SHEET NUMBER:
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
- 3
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUFE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
\ r
\ r
ENDWALL I ml
RAFTER
WALL STUD
CRIPPLE STUD
e BOTTOM PLATE
0 RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL wn
RAFTER
JACK STUDS O
FLOOR USP NUMBER DESCRIPTION APPLICATION /1
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS O
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 LOCATION USP NUMBER DESC RIP TON APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. /1 .
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVEP RIDGE TO EACH RAFTS 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER O F'ry
HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
/ 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP so
CRICKET AT TOP-SIDE OF
RIM BOARD CHIMNEY VENTILATION CHANNEL
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
FOUNDATION „ � ' , � ', ' , � I ' , I SIDEWALL FLASHING BLOCKING F-r7i
TOP PLATE
" FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING O >'
2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A O
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA F-y
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
INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER W
SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1h INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD �..{
FLASHING TO FORM CHANNEL A
•�
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION �Oo
AND SO AS TO MAINTAIN AIR SOFFITED EAVE11
8 - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " CONNECT TO �+•�
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
8" x 20T R FT 8" - 12" RAFTER R20 1-1 a. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL
14" - 16" LSTA36 1-1/4"x36" i8ga. STRAP AND JACK STUDS / 9 EACH RAFTER
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING w
z
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
WOOD JOIST
CD
so TOP PLATE +'
GIRDER/HEADER m 4 1~ O
SIDE WALL FLASHING ce) IV
WOOD JOIST 0N V
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD X Z v
AND RAKES -- PROVIDE HEMMED EDGES SO O 4V m
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS CA
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION X O �'
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" tC cA
ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FROM PEAK TO ALLOW FREE
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. Co
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS a O � •�+
CONFORM TO SLOPE /
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CCNNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS p
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHORNr 0
PLATES TO EACH STUD � p
V In
+� L\ ,k
DBL. SILL PLATE U
TERMITE SHIELD I r'-SUBFLOOR � c
SILL GASKET ' WOOD JOISTS �
cts
NEOPRENE N 4J 41
CONE. SLAB GASKET ",�• ' 2x6 2x8 CONTINUOUS WOOD PLATE O
TYP. CONE. FOUNDATION /� / W
DAMPPROOF EXTERIOR 6 MIL. POLY V3 I BOLTED TO STEEL BEAM WITH 4
GRANULAR FILL •
6MIL POLY ON EXTERIOR v i ,
• 1/2 " DIA. BOLTS 048' o.c. STAG.
V ^ STEEL COLUMN ,
CONE. SLAB • .6 I • d 'A o e•• ` i ROOF JACK 1��� ,``% STEEL BEAM
D 4" x 1 4" x 8" STEEL
e•s n �.� ANCHOR BOLT EMBEDMENT:
COMPACT FILL POUR=D CONCRETE: 7" / W
IBLOC< WALL: 15" ROOFING LAPS� � �s ' TOP AND BOTTOM PLATE [�
KEYWAY FOOTING a V A • • d • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 1
a • •' CONC. FTC. p Q p L o' SIDES AND TOP
• • ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2- GROUT
_ (USP LBPS58 OR BP583) O
p REINFORCING BAR I f 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION M DIA. ANCHOR BOLT
SUPPORTINGMAXIMUM SPACING FLASHING LAPS 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING.
TYPICAL CONE. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL_ SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING [V
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
CONC. SLAB I r-SUBFLOOR
/10 DOOR FRAME
COMPACT FILL , GARAGE o-_JOIST
� DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT W
P.T. PLATE W/ 6X6AWMM \I SLOPE
• 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR SCE < 1 • (WITH A NAILING PLATE IF NEEDED)
' ys:n', AT END AND 0 Q -" �•p • a• •' . • TO BE APROX. 1/2" OR HIGHER THAN
' a =--a--=--u--'--s ES OF WOOD• • e BEAMS •D �Q •O • � '• • ALLOW FOR SHRINKAGE
(PROVIDE STEEESTRAPPINBEAM OG TO KEEP JOISTS AALIGNED) ,GRADE A
12" 6X6 W.W.M. - -Q- - a -- a- r.•• =ail p• o •0 _
MIN. ,e • • Q'� �'' A-i • ��NOTCH BEAM FOR MUDSILL IF R:OUIRED -- MAXIMUM _ • • a'-ep .-SUB FLOOR
•� a REINFORCING BAR �. NOTCH EQUALS 1/4 DEPTH OF BEAM I • °o.&-.
_a' • ST
•O REINFORCING BAR
DRAIN TILE �� ►I • d • p •p • �'
12" s . SHEET METAL / 30# FELT UNDER BEAM AT POINT C• A EEL BEAM
OF CONTACT WITH CONCRETE CR CONC. BLOCK
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . SHIMS TO LEVEL BEAM DRAWN.
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE -OR WOOD BEAM GARAGE DOOR BLOCKOUT !A•t � }$ i. COW SCALE:
BEAM POCKET JOB#:
3/3/2025
SHEET NUMBER:
A-4
NAILING SCHEDULE C� O
GENERAL NOTES WIND FRAMING NOTES PLAN CONTENTS: 0
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL E-(
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-3d COMMON EACH BUILDING HEIGHT
TOE-NAIL
TOP PLATE W WALL:4-8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) W
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-3d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC E--�
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 PATE 10'WALL:4 8d COMMO JOIST TOE-NAIL ,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 1ABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
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 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH IA80 n
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER 1ABLE 3.7 EACH FACE UNINHABITABLE ATTICS STORAGE 20 O FINISHED CEILING) l--L
(STORAGE) EXTERIOR(LIGHT FRAME)STEEL WALLS 14 �
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM 30-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
ATTICS WITH FIXED STAIRS FTC
1••�(
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 U360 �/�
TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS CEILINGS(PLASTER,STUCCO) L/360 C/)
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 (8"THICK) So O
should be adhered to even if invariance 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) L/240
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 ^
accordance with table 3.3. TO RAFTER END NAIL SIP WADS l0 F+(
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.20001bs O
(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) W20
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 F/�•G�
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 h�
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 QTY- SPACING
P P g P q DESIGNED FOR EXPOSURE C
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 2-IEd COMMO PER FACE NAIL EXPOSURE CATAGORY ( )
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
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-lEd COMMO 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 I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 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 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.
8YP P HEADER 16dCOMMON 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
in table 3.15a-b. TOP OR BOTTOM 2-IM 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 13-Ifd COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 A 0
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O >,
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-IM COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
W
1).The General Contractor and Mason to review tans,elevations,details and notes to END JOIST OR BLOCKING
FOOT SEE NOTE:1,2
p GROUND WIND SEISMIC FROST WINTER ICESHIELD
OD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
2).All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 1 �i
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B _ � p
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE SEVERE 3 FT. 17 NONE TO HEAVY MODERATE Fes( Qc �i
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Bd COMMO JOIST NAIL w W �%
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE "T
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W )be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be 2-Bid COMMO 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3 h�
g p• TO END NAIL @ @
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 density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. Hd COMMON @ 12"O.C. (BOTH FIELDS)
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 n at provided with r minimum.of area.
"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
Sx16 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade onion of exterior walls nor to backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO
g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, N v
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. to O
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 COMMO m en v y
1 ON FOOT t\ +�
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE SEE NOTE:
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. N 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. X Ln
ROOFSHE " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. CO C;-, m O
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL s + v
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION t r-4
Edition Wood Framing Construction Manual. QTY. PACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For X O
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g P_; M cn
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Z fs.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. W=CM-SBC
WALL SHEATHING REQUIREMENTS FOR WIND LOADS co v
: v
Douglas Fir. O00
4).Deck joists to have blocking at 8'0 o.c.. �y u
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES 1.
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ( .0 �' C
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL (Z u cn rn
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) x �
4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. r-I (U
where needed. NOTE:2 FOR PANEL FIELD Lr� U +'
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 5d COOLER 7" O.C.EDGE v
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. Sd COMMON @ 12"O.C. SEE NOTE:3 ca a
6).Concrete piers shall be a minimum 6"above grade. 00 v v
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING; o r�
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 60 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 h'du g hangers alvinized han and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Bid COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PANELS WFCM-SBC be used.PLUMBING NOTES 7/16"OSB 6d COMM 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. I).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 the installed shall be verified for 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. F ,t
on plans. proper P y WALLBOARD 5d COOLER 10"O.C.FIELD V
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. r O
other access openings unless otherwise noted(typical). FLOOR SHEATHING: I T l
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 SHEETRCKK FIRE STOPPING AT 10'0 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 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES I"OR LESS Sd COMMo 12"O.C.FIELD MIN.
FL-AFT FLOOR) N
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT H
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 top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1.In concealed spaces of stud walls and partitions.including furred s Y system q ) p g paces,at the ceiling and floor
equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 U
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 fireblodcing in walls constructed U
U)
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 rows of studs or staggered studs.
x
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 94
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.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES' shear capacities,nailing 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
P such as shear plates,Shall be used to Tlaintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain 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 ASfM 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 y�
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.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblodcing 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 toll-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 P314
torch down type material over. and R315 of IRC. `sue . �
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G � 4'L+t!� c � DRAWN:
WITH installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL Wi CAP SCALE:
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP E `. JOB#:
3/3/2025
t` SHEET NUMBER:
A-5