HomeMy WebLinkAbout50582-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
yaw SOUTHOLD NY
r
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 #: 50582 Date: 4/24/2024
Permission is hereby granted to;.
Azmoun WJ QPRT
425 Cedar Point Dr E
Southold, NY 11971
To: legalize "as built" front porch to existing single-family dwelling as applied for.
At premises located at:
425 Cedar Point Dr E, Southold
SCTM #473889
Sec/Block/Lot# 90.-3-19
Pursuant to application dated 2/26/2024 and approved by the Building Inspector.
To expire on 10/24/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $653.00
CO-ADDITION TO DWELLING $100.00
Total: $753.00
B u i I d i ar....
A
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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 https://www.sggLholdtowniiy.gov.
Date Received
APPLICATION FOR BUILDING PERMIT
) U.9 LQ �..
For Office Use Only
PERMIT NO.
Building Inspector: � d �� u j � �a P021
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Date: _2
Name„ W( V1a( �Z M p LA,� SCTM # 1000-
Project Address: q;- 5 C Cd 6ti- �" Z)r, c>a 4- (-h O/� �V Y 11 q 7/
Phone#: 5-(6 3o2_ 5 qq y Email: wa-z ln.ocL-h
Mailing Address: q25 Ced"V P4 pr �7. :5-c6, AI «�
CONTACT PERSON:;
Name: WtVIC✓ 0 r
Mailing Address: q2 Gj "U D �. ��� '50a D�c1 CV ((q71
Phone#: Email;
DESIGN PROFESSfONAI INFORMATION:
,,
Name: /L Jli�wt/CLc,��
Mailing Address: �� �� �� l(�( 2���
Phone#: Email:
G(INTRaCM—R IN'O'MATION
Name:
Mailing Address:
Phone#: TEm
DESCRIPTION OF PROPOSED CONSTRUCTION
[]New Structure 71Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project.
❑Other $
Will the lot be re-graded? ❑Yes Z No Will excess fill be removed from premises? ❑Yes ZTNo
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Existing use of property: ��s tcE��1 Intended use of property: Yes
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑YesANo IF YES, PROVIDE A COPY.
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pGnfs (��s �as�d��+(sdi�i�s��n+4r paursya�rf�tr,ti�ect►cn?�1 ,d5 of tfie Ne�(i Ygrk Stec Pef(���aw, /, ,, � �, <, / ,,, ,
Application Submitted By Z(print name): M DUB Authorized Agent &wer
6.. ,C, Z � ❑ n
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Signature of Applicant: Date:
CONNIE O.BUNCH
Notary pubflco State of New York
STATE OF NEW YORK) No,018U6185050
SS: 'Qualified In Suffolk County
COUNTY OF )
UOMMIsalon Expires April 14,2b�
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(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 /1 �G
day of b f L/L UI 20� "���� �l� `�
dr Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
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
STORMWATER MANAGEMENT CONTROL PLAN MAP OF LOT # 64
SURVEYED FOR
SURVEYED: DECEMBER 27, 2019 ALI &WENDY AZMOUN
UPDATE: AUGUST 6, 2020 (S.W.M.P.) SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
0 30' SUFFOLK COUNTY, NEW YORK
MAP OF CEDAR BEACH PARK
FILED:DECEMBER 20,1927
SCTM # 1000 -90 -3 - 19 EXISTING LOT COVERAGE(TOWN): AS MAP#90
PROPOSED LOT COVERAGE TOWN
*HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F. *HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F.
AREA = 27,436 Sq.ft. (To Tie Line) *STPS:90 S.F.*DECK:537 S.F.*2-STY DECK:83 S.F. *STPS:90 S.F.*DECK(P/O TO REMAIN): 198 S.F.
0.63 Acres. *GAR:497 S.F.=3,413 S.F. *TWO STY DECK:83 S.F.*GAR:497 S.F.*PROP.HSE.
=(3,413)/(27,435) x 100%=12.4% ADD:294 S.F.*PROP.STPS:72 S.F.=3.440 S.F.
= concrete monument Found EXISTING LOT COVERAGE(NYSDEC): =(3,440)/(27,435)x 100%=12.5%
' (##) = proposed elevation *HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F.
PROPOSED LOT COVERAGE(NYSDEC):
*STPS:90 S.F.*DECK:537 S.F.*2-STY DECK:83 S.F. *HSE&GAR:2,152 S.F.*RIO BRK STPS:54 S.F.
SITE PLAN DATA NOTES: *POOL EQ:24 S.F.*PATIO:536 S.F.*POOL:480 S.F. *STPS:90 S.F.*DECK(P/0 TO REMAIN): 198 S.F.
*BRK WLK:135 S.F.*GAR:497 S.F. *2-STY DECK:83 S.F.*POOL EQ:24 S.F.*PATIO:536 S.F.
* PROPERTY OWNER(S):ALI&WENDY AZMOUN. =4,588 S.F. *POOL:480 S.F.*BRK WLK: 135 S.F.*GAR:497 S.F.
_(4,588)/(27,435) x 100%=16.7% *PROP.HSE.ADD:294 S.F.*PROP.STPS:72 S.F.=4,615 S.F.
* APPLICANT:ALI AZMOUN. _(4,615)/(27,435)x 100%=16.8%
* PROPERTY ADDRESS: 425 CEDAR POINT DRIVE EAST
SOUTHOLD,N.Y., 11971 STORMWATER DRAINAGE CALCULATIONS:
* ZONING DISTRICT: R-40. S.W.POOL#1:
* FEMA FLOOD ZONES:X(0.2%ACF),AE6.
STILL WATER LAKE 'PROPOSED TRIB.HOUSE ROOF AREA=791 S.F.
(PER FEMA PANEL NOS: 36103CO167H 'RUNOFF=(791)x(2/12 FT)x(1)=132 C.F.
&36103CO169H EFF. DATES 9/25/2009) fi lr�g $USE 8'0 S.W.POOL WITH 42.24 C.F./V.F.
* ELEVATIONS ARE REFERENCED FLOOD ZONE [ ' FL00 6 NE 'V.F.PROVIDE:
:(13- '(4 x 4=3.1 V.F.
PROVIDE:(1)-8'0 x 4 DEEP S.W.POOL
TO N.A.V.D. 1988. PANEL#:36103CO167H
averaw high
EFF:9/25/2009 Water g7,7T
* SEPTIC SYSTEM,TEST HOLE, N 85°32'0111 E�' d7'1-1. 7-19
&WELL ARE AS PER SURVEY
Ll
OF RODERICK VAN TUYL,P.C. Iv]e,
TIE tasede Ivende 4
&ANTHONY W.LEWANDOWSKI t
LICENSED LAND SURVEYORS �FLQOgDkl�;E PANEL LJJNE-1•bta ey"-!n-1'----r
AS SURVEYED ON AUG 30,1996 .( ) rill ` O. e
&AMENDED ON MAY 16,1997. FLOOD ZONE 3 C /.v -
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YNPER6RgMYURuf6�9AMPOlE60GIKK.5MEN9t
IO R GRAVELr ' aE�Roa ��EN6 DDRsure use ur
LAND SURVEYOR 6.7' ` r �w ENT®N NEPREN�Es ®F�wRYE�PRm R
EWES ARE WAAbTELii FKRPOSEAPoDYSE R ro AP�ai9P
59 FLORENCE DRIVE WATER NENDEo,®Ru,� �ER�ND E,REWAu$,
POOES.PATOS,PWdReIDAf1EA5, 90 Ab08FfA
MANORVILLE N.Y.11949 DON—EOFUR�A���ADEAR,� � i
_- ---- NONEAtSeENCE OF OR AY AAEC,�TfAS -
PROPER NE tflWl6uv oR RCMsaFWAvm
(631)-874-0400 SN�E o.6r RLYWiE50P8HEINSRvuNEHfP
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REVISIONS:
03txx/22 DOS REVIEW
NEW CRICKET
ROCIF- CONSTRUCTM
STANDING SEAM METAL ROOFING SYSTEM
30* ROOFING FELT.
V2' CDX PLYWD. SHEATHING.
2x ROOF RAFTERS
(2) 2XI0 P/T STRUCTURAL RIDGE
T/O PORCH RIDGE (V.LF.)
RAFTER TO BEAM STRAP (SEE A-3)
(2) 2X8 P/T HEADER OG Ao
Ix FASCIA & TRIM T.M.E. (TYP)
SEAMLESS ALUM LDRS. & GUTTERS Ilk T/O SECOND FLOOR
COMPOSITE OR WOOD CLAD COLUMN 0 PLATE 4
W/ P/T 4x4 POST W/ GALV. POST CAP
MODEL #BCS2-2/4 & GALV POST
ANCHOR MODEL * ABU44 TO FOOTING
BELOW (TYP OF 2) (FINISHES TO BE cc: 0111111"
SELECTED BY OWNER)
FULL LIGHT DOUBLE DOOR WITH
TRANSOM ABOVE TO BE
SELECTED BY OWNER
STONE CLAD PORCH AND STEPS WITH
BLLESTONE CAP. FNSFES TO BE I ( + + p
r SELECTED BY OWNER
GALV POST ANCHOR MODEL
1— —. , ..IH)�
ABU44Z ON 16' DIA P.C. PER FOOTING
MR 3'-0* BELOW GRADE TO BEAR ON
VIRGIN SOL (BEYOND, TYP OF 2) . . .........
?I SLAB
BLUE STONE STOOP
TAjQAL FOUND.CONSTRUCTION:
1— ;L11F'_'(ALLOW FOR STONE AS
81 POURED CONCRETE WALL KEYED
TO 16x8* DEEP POURED CONCRETE REOL6EID) 4' P.0 SLAB
6 10/10 WWM
FOOTING REINFORCED W1 (3) #5 6x
4' COMPACTED POROUS
REBARS CONT. IN FTCL (TO BE MIN.
3'-0' BELOW GRADE) GRAVEL-FILL (95% VI
COMPACTED)
EXISTING FRONT ELEVATION PARTIAL SECTION U
�-�01 SCALE: 114*=T-0* \'�O2 SCALE: 1/4lllI=1'-0'
>
w
z
MATCH EXISTING ROOF PITCFt CONTRACTOR
TO VERIFY NEW PORCH ROOF DOES NOT
INTERFERE WITH EXISTING SKYLIGHTS.
STANDING SEAM METAL ROOF, COLOR u
TO BE SELECTED BY OWNER N V-) 0
It U)
CRICKET
EXIST HOUSE
FLASHING SHALL BE INSTALLED
AT WALL AND ROOF
INTERSECTIONS, TYP. T/O PORCH RI)GE (VJ.F.) E
ce)
0
o
STANDING SEAM METAL ROOF, COLOR I
cc) zoo cc
a)
TO BE SELECTED BY OWER -a 12 0 ;:
>- LLm 0
z
SEAMLESS ALUM LDRS. 8.
mm Lo
T/O SECOND o
FLOOR
GUTTERS, TYP. v 00)
T/O PLATE
Lo
(D a)
VENTED BEAD BOARD SOFFITS (TYP) co rn c") E i>
1714 1
cw
0
a.
COMPOSITE OR WOOD CLAD COLUMN
W/ A
ON STONE PEDESTAL BATE
BLUE STONE TOP. FINISHES TO BE EXIST HOUSE �
SELECTED By OWNER l OF 2)
............................................
SLAB
IF L_
PVC OR WOOD HANDRAIL TO NYS CODE. MATERIALS
AND FINISH TO BE SELECTED BY OWNER
COMPOSITE OR WOOD CLAD
BEAMS W/TRIM (TO BE
SELECTED BY OWNER, TYP)
V3
STOW CLAD PORCH AND STEPS WITH
BLUESTONE CAP.r FINISFES TO BE2 PROPOSED FRONT ELEVATION SELECTED BY OWNER
A-02 SCALE: 1/411114-0-
r
t
FLASHING SHALL BE INSTALLED AT WALL AND NOTE:
NOTE: NOTE:
1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS, WHERE EVER TFERE IS A OWNER RESpONWLE FOR ORDMING SOL TEST TO EXTia WALLS TO BE REMOVED
A
CHANGE IN ROOF SLOPE OR DIRECTION; AND DRAWN:CC
SPACKLE)-3 COATS MIN.) ON ALL. CHECK FOR BEARING CAPACITY OF SOL AND WATER EYTG.WALLS TO REIAM
SCALE:14'
WALLS & CISLINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL TABLE LEVEL. 11.01,
BE CORROSION RESISTANT M*" 26 GAUGE) NEW CONSTRUCTION "A
JOB#:
vZ MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE CONTRACTOR TO RE-GRADE EXISTING EARTH PITCH
BEARING WALL DATE: 031022
BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. AWAY FROM TFE HOUSE MAINTAIN MR 6' CLEAR
SHEET NUMBER:
3 FROM BOTTOM OF NEW SOW TO GRADE
MIN) BEHIND ALL TUBS, SHOWERS,,
SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMINEYS, SKYL1l EAVES AND NEW PC FND WALL PERMIT SET
RAKES To RECEW 'STORMGUARD' LEAK BARRIER
BY 'GAF' OR APPROVED EQUAL AT ALL EVES &
RAKES. EXTEND UNDERLAYMENT 24' PAST THE
_LNSIDE THE EXTERIOR WALL LINE OF TFE BUILDING. A2
REVISIONS:
03/xx/22 DOB REVIEW
NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED D AT EACH OVERHEAD CORNER) DOOR JAMB) ANCHOR BOLT SPECIFICATION
FASTENING SCHEDULE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) .
2015 International Residential CodeTABLE R602.3(1) �"�k SECOND FLOOR ATTACHMENT (REQl1IRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONSXAS PER WFCM)
NOTE.
ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) TYPICAL TYPICAL
SPACING CORNERS
NUMBER OF NUMBER OF NAIL SPACING CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING
DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS BOX NAILS ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. '
ADJUSTABLE
SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL
HANGER 12' max.
ROOF FRAMING CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX,
POST HOT-DIP GALVANIZED OR STAINLESS STEEL. ROOF
RAFTER TO TOP PLATE(TOE NAILED) 3-1 Od 4-10d PER RAFTER RIDGE 'SIMPSON HDU5-SDS2.5
--�
3-8d 3-1 Od PER JOIST AT RAFTER TO RIDGE BOARD CONNECTION BOARD AM d a
CEILING JOIST TO TOP PLATE (TOE:-NAILED) •...�----2-16D COMMON �
RAFTER FACE-NAILED 3-16d 4-40d EACH LAP FOR RIDGE STRAP - (3) 8D COMMON AT EACH ETD OF STRAP _ NAILS ® 6' O.C.
CEILING JOIST TO PARALLEL RA ( ) FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END _— —^ —— FOR FULL LENGTH
COLLAR TE OF STUD
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED 3-16d 4-40d EACH LAP L —— —— — -
BLOCKING PLAN '.. o
COLLAR TIE TO RAFTER(FACE-NAILED) 3-1 Od 4-10d PER TIE AT RAFTER TO RIDGE BEAM CONNECTION ® EI�IDWALL i1
BLOCKING TO RAFTER TOE-NAILED) 3-8d 3-10d EACH END FOR ADJUSTABLE (10) 0D O MON AILS AT FACE
I
L ( MST HANGER - (5} 1 COMMON NAILS AT RAFTER III
'S MPSON' LSSU28
' 3' SQ. x 1/4' WASHERS
WALL FRAMING NOTE FOR CATHEDRAL CEILINGROOF & END NUT SETUP
RAFTER
AT SLOPING RAFTERS OR RAFTER TO CE LNG
16d 10d 16"O.C. FACE NAIL ,gpED CONNECTIONS PROVIDE JOIST 'SItvPSON l DU5 DOUBLE SILL PLATE o
TOP PLATE TO TOP PLATE(FACE-NAILED)
(SINGLE FOR SLAB ON Q
TOP PLATES AT INTERSECTIONS(1=ACE-NAILED) 2-16d 3-10d FACE NAIL StMPSON 'LSSU28' ADJUSTABLE HANGER. ROOF GRADE APPLICATIONS)
Q
N ADDITION TO STRAPPING ® RIDCi_. RAFTER i_-------------
STUD TO STUD(FACE-NAILED) 16d 10d 16"O.C. FACE NAIL DIA. ANCHOR a °
AT RAFTER TO TOP PLATE TO STUD CONNECTION TOP PIL CEILING BOLTS (TYPJ �'• �'
HEADER TO HEADER (FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES `
(5) 1oD COMvION NAILS AT EACH ITD OF STRAP SST FIRST FLOOR ATTACHMENT m �u
BY'SIMPSOM I _ POURED 9 S $
TOP PLATE OR BOTTOM PLATE TO 4-8d 4-10d TOE NAILED PER STUD (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) — O
STUD (END-NAILED) •� H8 CONCRETE
FOUNDATION d';, •.' .
WALL • d
ALL CLIPS & STRAPS CAN BE MOUNTED STUD
SECTION
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 16d 1'2 16d ''2 12"O.C. FACE NAIL FROM EITHER ALL EXTERIOR OR ALL NOTES : T ,
ENDJOIST OR BLOCKING (FACE-NAILED) NTERIOR, BUT NOT A COMBINATION OF BOTH 'SIMPSON' HDUS-SDS2.5
'. _---2-16D COMMON i USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM T EIvIBDMENT INTO
CONCRETE W/ 3' SQUARE x V4' WASHERS AND END NUT SETU p.
AT STUD TO FLOOR ASSEMBLY NAILS a 6' O.C.
FLOOR FRAMING FOR FULL LENGTH 2• ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY
TO STUD CONNECTION
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 3-8d 3-1 Od TOE NAILED (ONLY APPLICABLE FOR TWO-STORY CATIONS) OF STUD HOLD DOWNS FOR SHEARWALLS.
2-10d EACH END 'SMPSON'
3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO
BRIDGING TO JOIST(TOE-NAILED) 2-10d MTS 16
® ENDWALL 12' MAMMUM FROM ENDS AND CORNERS.
FOR STRAP - (4) 8D COMMON NAILS
BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-1 Od EACH END AT EACH END OF STRAP SHOE R.
BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK s�
• BLOCKING AT ENDWALL
FOR ALTERNATE - (14) i0D COMvION NAILS I�+ e •
LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR a
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
NTWO STRAPS TOTAU JOIST •' -
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-1 Od EACH END �. ' •. '
• RIDGE
BAND JOIST TO JOIST(END-NAILEID) 3-16d 4-10d END NAIL TOP PL
•� �.� •-• ' � �4 BLOCKING 2 BAYS
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 8d 1 10d 1 6"O.0 FOR SECOND FLR. - SHEATHING TO OVERLAP
ppplT� FIRST & SECOND FLOOR &
a � BACK 048' o.c.
5/8' DIA. THREADED ROD EMBEDDED
STUDS BY MN 12' 12 V2' INTO CONCRETE W/ -SIMPSON' ET ATTIC
ROOF SHEATHING ALL STRAPPING-.1, ANCHORS, HOLD DOWNS, (HIGH STRENGTH EPDXY ADHESIVE) & FOR
WOOD STRUCTURAL PANELS 8d 8d 6"EDGE/12"FIELD 141 & ADHESIVES TO BE INSTALLED AS PER
MANUFACTURES SPECIFICATIONS. TEMPERATURES (O DEG. TO 40 DEG F) USE
'Stv�'SON' AT (HIGH STRENGTH ACRYLIC ADHESIVE)
RAFTERS OR TRUSSES SPACED U'P TO 16"O.0 8d 8d 6"EDGE!12"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/0 8d 10d 6" EDGE/6"FIELD
GABLE OVERHANG NAILING & STRAPPING AT NOTE:
GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d 10d 6"EDGE/6"FIELD EXTERIOR WINDOW / DOOR HEADERS ALL STRAPPING LE BE 1 1S20 ( GAUGE STEEL OR
STRUCTURAL OUTLOOKERS S� � SIMPSON' EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FL.
GABLE ENDWALL RAKE OR RAKE-TRUSS W 8d 10d 4"EDGE/4"FIELD (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.)
AT STUD TO FLOOR ASSEMBLY _
LOOKOUT BLOCKS TO SILL PLATE CONNECTION RIM JOIST FLOOR , Q 0
FOR STRAP - (4) 8D COMMON NAILS JOIST NAILING S C H E D U L E B . (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS
CEILING SHEATHING AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK ® 48' o.c.
_ C.� O W
WRAP STRAPPING UNDER SILL PLATE otatlon
1/2" GYPSUM WALLBOARD 11/4"Screws,Type W or S 7"EDGE77''FIELD sLL - N
'""-" '- Rough A B C D E F EXCEPTION: 0
5/8"GYPSUM WALLBOARD 15/8"Screws,Type W or S 7" EDGE/7"FIELD a :_a •. ,. Opening WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE
ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. Q =O
WALL SHEATHING '_ • '_ I,_� ':• •. - 2-0 2 cv 2x4 1 1 1 1 I A .� U �
1/2"WOOD STRUCTURAL PANELS 6d 6d 6"EDGE/12"FIELD --
III I ` 4'-0" 4 (1) 2x4 2 2 2 2 I NAIL SPACING FOR SHEATHING PRESSURE ZONES
_ N O
A I In
1/2" GYPSUM WALLBOARD 11/4"Screws,Type W or S 7" EDGE/7" FIELD � fi'-0" 6 (2) 2x4 or (1} 2x6 3 3 3 3 D � ZONE 1 ZONE 2 ZONE 3 ZONE 4
8'-0" 8 (2) 2x4 or (U 2x6 3 3 3 3
5/8"GYPSUM WALLBOARD 15/8" Screws,Type W or S 7 EDGE/7"FIELD - I FIELD
8' O.C. 12' O.C. 3' O.C. 4' O.C.
10'-0" 10 (2) 2x6 4 4 4 4
PANEL EDGES 4' O.C. 6' O.C. 3' O.C. T O.C.
12'-0" 12 (2) 2x6 5 5 5 5 B i A .__� A A
C E 11 11 1
AT STUD TO FLOOR ASSEMBLY 'Stvf'SQN' Notations : -9
TO SILL PLATE CONNECTION S'4
(SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS QI Q3 O O O (D O 3 4 0
FOR STRAP - (4) 8D COMMON NAILS ,- , x B. NUMBER OF SILL STIRS ON THE FLAT (DOES NOT APPLY TO DOORS) t
n . .� a A I I I I I O\\O//O I Cl) c E
AT EACH ETD OF STRAP •' 4 C. NUv6ER OF FURL HEIGHT KING STUDS AT EACH SIDE OF HEADER my
F I I I I �0 10 �1 � °
U
WRAP STRAPPING UNDER SILL PLATE ,' r; _ D. NUMBER OF 16D NAILS BIND-NALED THROUGH ADJACENT KING STUD TO END I I I I I / I m LO M c
FLOOR SHEATHING =- of HEADER AT EACH SIDE / ° a?
_= III = I I I I I A A I q � ar
�_ E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) { I I l I � I a. >. �10 °�
STRUCTURALPANELS ®I Q 10 01 0 i® ®I 0 10 r�l � I® � m � a E
1"OR LESS Sd 8d 6"EDGE/12" FIELD F. NUMBER OF 16D NAILS QED-NAILED THROUGH ADJACENT JACK STUDS TO
i rn r L Q
6"EDGE/6"FIELD END VIEW SECTION END OF SLL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) I I I I I \ I L `r ` =
GREATER THAN 1 10d 10d o U
M � M � -C
VQ ..
�E '
SPLICING O F TOP PLATE (Required for at New Construction I I I I I , I � "
and/or New Additions) —— —— — i _ C °
TYPICAL EXTERIOR WALL CONST, LU
SEE FLOOR PLANS O3 1O OO Q 3 ® 3 0
`J 3/4' SUB FLOOR GLUD & NAILED - - -- -� TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS °-
i .
a, Nals are smooth-common, box or deformed shanks except where otherwise stated. Nails used for frarning and sheathing BLOCKING 2x FL JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: GABLE ROOFS HIP ROOFS
connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), NSUL AS PER PLANS
90 ksi for shank diameters larger than 0.142 inch but not larger than 0.1TT indm, and 100 ksi for shark diameters of 0.142 inch or less. NAILING
FEET N ALL CASES
STRAPPING: I NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST.
�f (4)8D COMMON NAILS ® EA END I SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS W
\ OF STRAP BY SNPSCM RATIO L1 TS - H/L S 3 V2 Building Minimum 1,2 Building Minimum 1,2 F
Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) .0.
JOIST HANGER BY SNMPSON PLYWOOD NOT SHOWN TABLE R301.2.1.2 0
/ WIND-BORNE DEBRIS PROTECTION FASTENING 0
• FOR CLARITY 12'-0" 3'-0' 12'-0" 2'-0'
l' soFHTf MATERIAL AS PER ELEVATIONS salD BLOCKING
16'-0" 4'-O' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d
SEAMS 20-0" 5'-0' 20-0" 4'-0' o�
(4)IOD COMMON NAILS a EA. ETD OF STRAP --- -_- __f 24'-0" V-0' 24'-0" 4'-0.
FASTENER SPACING E.
2x4 Continuous OR H8 CONNECTOR (BY SIMPSON) / 7 -
81 FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT
lateral brace at W o.c. Truss or Ceiling Joist �' ` `f <PANEL SPAN <PANEL SPAN
y I g KCAL EXT1�NOR WALL CONST. ,
I/' �-�, -� <4 FOOT
32-0 8'-0' 32-0' 6'-0' 6 FOOT <8 FOOT
SEE FLOOR PLANS •�----�_ ..�� _._�.;�-! ___� PLYWOOD SHEATHING <
(SEE NAILING SHEDULFJ 2 2'#6
2-10d Nails Gable End True J --��; - _.- -', ;--v-� 36'-0" 9'-0' 36'-0" T-0'
T =-�f i �_� +, WOOD SCREWS 16 12 9"
I CANTILEVER DETAIL (TYD
40'-0 tl-0' 40-0
0-N3d Nails I 50-0 13'-0' S0'-0" 2 2"#8
// 10-0' 16" 16" 12"
�' -` ;' / _ _ HOLD DOWN SEE WOOD SCREWS
1 W 60'-0" 16'-0' 60'-0" 12'-0'
- "`—�` SEE FLOOR PLANS DETAILS THIS SHEET FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg,
(9)1OD COMMON NAILS 0 EA. ! i
\ END OF STRAP BY SIMPSOM r'^+
OVERLAP NEW SHEATHING OVER 70'-0" 19'-0' 70'-0" 14'-0'
1 MILE PER HOUR=1.609 kmlF�. �.
EXISTNG STRUCTURE AS SHOWN 80'-O" 22'-0• 80'-0" 16'-0'
5d Cooler Nails at 10"O.C. r NEW 2ND A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF
(Vi PROVIDE STRAPPI NG AS PER DETAILS T Plate S.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTbRAL PANEL. ;„• ` 4<
�t THS SHT. Spice Length D.WHERE SCREWS C.NAILS SHALL BE IARE OAITTAOCHED TO MASONRY STUCCO,THEY SHALL BE AT7N OR 12d BOX NAILS. TACHED••
2"x4"Block Walled to each v V
brace with 4-10d nails u' d UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE�VITHDRAWEL
Q CAPACITY OF 490 POUNDS. + • J ` ? 16�.�;
Gypsum Board t SHEATHNG AS PART OF SFEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN. SHALL BE DRAWN:CC
p plate �. t s- _ „
uqi ' CONTNUIOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 1. Tabulated spice lengths assume top plate-to-top Q SCALE:1/4"-1-0
20 Gage Strap ( j connectiorwsing 2-16d Wads per foot. For shorter splice WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 16"(11.1mm)Af�D MAXIMUM PAN,'; ° JOB#:
!6d Cooler Malls at 7"O.C. ! Z 2 HOLD DOWNS REQII�ED AT ALL CORNERS OF STRUCTURE SEE DETAILS THS SHEET. OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GLAZED OFNINGSDVL7FI'
10-8d Malls 4 ! 3. REF R TO NAILNG AND STRADPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH, lengths, the net spacingshat be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED 14AC ORDANC WITH A
REMOVE E)4STNG SHEATHING 2'-0' provide an � DATE: 031XXI22
EXISTING FIRST FLOOR BELOW HEW 2ND STORY equivalent number of nails. TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS ANb CLADDING LOADS ''. SHEET NUMBER:
2. Tabulated spice lengths assume a mean roof heot of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE.OF.NEW YORK,,,
Endw,/atl Studs ! CONSTRUCTION. S H EA RWAL L SEG. DETAIL (TYP) 33 feet. For mean roof heights of 15 feet or less, the STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING .' PERMIT SET
WINDOWS. h f i M1 `
tabulated values shall bepennitted to be multiplied by 0.80.
CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAILA3
REVISIONS:
03/xx/22 DOB REVIEW
Azrnaun Roealdonco
EXISTING HOUSE I I
425 C-., odar Faint [�) rivo
I I I
i I I EXISTING GARAGE
Southold N)' 11 �71
- DRAWING INDEX CODE INFORMATION
A-01 PLANS 2020 Residential Code of New York State(publication date:November 2019)
A-02 ELEVATIONS AND SECTION 2020 Building Code of New York State(publication date:November 2019) I I I ___ __ _ _ I I
2020 Plumbing Code of New York State(publication date:November 2019) ( f —
A-03 NAILING SCHEDULE AND STRAPPING DETAILS 2020 Mechanical Code of New York State(publication date:November 2019)
2020 Fuel Gas Code of New York State(publication date:November 2019) I I I I
2020 Fire Code of New York State(publication date:November 2019) ,
2020 Property Maintenance Code of New York State(publication date:November 2019) I I I I I I I
2020 Existing Building Code of New York State(publication date:November 2019 I I EXSTNG FOOTING/FOUNDATION
2020 Energy Conservation Construction Code of New York State(publication date:November 2019) I I
2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016") I
ICC A117.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign I I }
I I I I I I j l
TABLE R301.2(1) I L— —— — — —— — -
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ _ _ __ I I I I 1
WIND DESIGN SUBJECT TO DAMAGE FROM — BLUE STONE STOOP
— — —— — — — — —— — —— I TYPICAL CONCRETE SLAB:
ICE SHIELD LIMIT OF " j (ALLOW FOR STONE AS REOI RED) I
CLIMATE GROUND TOPOGRAPHICAL SPECIAL WIND WIND BORNE SEISMIC WINTER UNDERLAY- FLOOD MODERATE AIR MEAN :'•Q �! •' I I 4' P.0 SLAB
ZONE SNOW SPEED(MPH) TERMI
DEBRIS DESIGN FROST LINE DESIGN WAVE FREEZING ANNUAL
EFFECTS REGION WEATHERING MENT HAZARDS i GALV POST ANCHOR MODEL + j 6x6 10/10 WWM
LOAD ZONE CATEGORY DEPTH TE TEMP INDEX TEMP
REQUIRED ACTION ABU44Z ON W DIA P.C. PER FOOTING I I i I 4' COMPACTED POROUS GRAVEL.-FLL
4A 20 psf MODERATE R3' DE TO BEAR ON I I 1 I (95% WELL COMPACTED)
-F
P 140 NO NO NO B. SEVERE 3 FEET TO HEAVY 11 YES NA NA 618 52.1 DEG. i I I I I
• I
Minimum Uniformly Distributed Live Loads : Table Riots
TYPICAL FOUND, CONS ;:. I I
USE LIVE LOAD DEAD LOAD 8' POU EYED RED CONCRETE WALL K I ` 4 '
TO 16'x8' DEEP POURED CONCRETE --_
Exterior Balconies 40 psf 10 psf FOOTING RENFORCEDW/ (3) +5 �I L—-- - - - - - - - - - -- - - - --— —— —.— — ————— ——
.�
Decks 40 psf 10 psf F�ABELOWG. NFTG (TO BE MN. j ---- --- — -- -- ------ -- - i ------ -- - - -�
3-0' BELOW GRADE) y�I
Passenger Vehicle Garages 50 psf as per plan STEP. : ::;';.:.; ..?.: fi
ATTICS without Storage 10 psf 10 psf }. : :. giTi
Qp I _0
I . ;.:.;:.� ;•�. I� 4 .
ATTICS with Storage 20 psf 10 psf
J.
`�+ Q c �
ROOM..other than sleeping rooms 40 psf 10 psf —--�.—.• — ——.— — �
Sleeping Rooms 30 psf 10 psf T-4 18'-8 ' T-r 7'-8'
Stairs 40 psf 10 psf
Guardrails and Handrails 200 psf 10 psf
ROOFS:
Flat or4 inches
less than 4 inches
an 12 inches
3) 12 psf 2 PROPOSED PORCH FOUNDATION PLAN
Rise 4 inches per ft. less than 12 inches per ft. 12 psf 10 psf -
A-01 SCALE V4'-T-O'
Q O
\ I I I I W
2868
=� � t
Lno
K2868
I N
FOYER
GARAGE
I I /
I (2) 2X8 HIDR / EXISTING HOUSE `~
i I I I
M c E
X r. E-
V
I I ! LINE OF EXSTNG 2ND SURY I I ( ! / '
/ ! ! ROOF ABOVE TO REMAt ° ^
I I Ci u) � _ °'
o ,- °
COL
n Z LL U� x
lr) UE
° C
'3 �°',
/ ir '
tCe)Lo
Y
II P/T 04 POST WITH Y / \' / NEW PORCH LIGHT. PROVIDE a)
— — . DECORATIVE COLUvN 7Y('. AT (4),�; ,HBOX I 00 U ° E 'N
�_ AND POWER FROM N ° � 9
— r i —�— _• — ! I LOCATIONS 4 ( q0 --
FLOOR EASTING SWITCH LOCATION 0
'I (FIXTURE AND FINAL PLACEMENT I
0
�3-1/2�7-V4 M.L. t-DFi
TO BE SELECTED BY OWNER) a
HATCHED AREA INDICATESPORTION OF _ PORCH
OR EVE TO BE R REMOVED BE REMOVED CH AND STAR TO I I I ON S �PEDEST�BASE WI�A BLUE �
STONE TOP W/ P/T-4x4 POST W/ CC
NEW CRICKET I cI)
I I GALV. POST CAP MODEL*BCS2-2/4 & COMPOSITE OR WOOD CLAD COLUMN to I I oo !
I GALV POST ANCHOR WOM + A XJ44 W/ P/T 4x4 POST W/ GALV. POST CAP
TO FOOTING BELOW O Y° OF 2) MODEL *BCS2-2/4 & GALV POST �I
I T14SFES TO BE SE ECT,i BY OWNE F0 ANCHOR MODEL + ABU44 TO FOOTNG
I BELOW(T YP OF 2) (FINISHES TO BE
SELECTED BY OWNER) 2x8 R.R. 2x8 RA. 94
6
5
—0 LINE OF EASTNG 2ND STORY
a: ROOF ABOVE TO REMAIN
' fO � � LINE OF EXSTNG 2ND STORY
- _ 1 E��CISTih!!G/DE 0 PORCH PLAN PROPOSED PORCH PLAN
ROOF ABOVE
- A-01 SCALE: 1/4'=T-O' A-01 SCALE 1/4'=1-0" PORCH STARS AND
g_8•
HANDRAIL TO NYS CODE.
i
FLASHNG SHALL BE INSTALLED AT WALL AND I NOTE:NOTE — — — —
V2' GYPSUM BD. (TAPED & — — — - - > .+��'
I ROOF' INTERSECTIONS: WERE EVER THERE IS A i rJ .
SPACKLED-3 COATS ON ALL OWNER RESPONSIBLE FOR ORDERING SOL TEST TO EXTG WALLS TO BE REMOVED I
CHANGE N ROOF SLOPE OR DIRECTION: AND "" ;^r'a r �'t
WALLS & CEILINGS. (TYP) AR(XW ALL ROOF OPE:TJI M. FLASHING SHALL TABS FOR ARNG CAPACITY OF SOL AND WATER E ria WAS TO RBAAN DRAWN:CC
LEVEL WALLS
BE CORROSION RESISTANT (MMMRA�A 26 GAUGES a ��� t
. ',
NEW CONSTRUCTION
SCALE:1l4"=1'-i1"
1/2' MOISTURE RESISTANT GYPSUM ALL. EXPOSED FASCIAS & TRIM TO BE CONTRACTOR TO RE-GRADE EMSTNG E4RTR PITCH F. s +'F V JOB#:
BD. (TAPED & SPACKLED-3 COATS � ' W�1- a •�F �l�:?:1.�y.
CAPPED BY ALUM. AWAY FROM THE HOUSE MANTAN MN. 6' CLEAR
�'�, ����,�a ��;:' DATE: 03IXX122
MNJ BEHIND ALL TUBS, SHOWERS, FROM BOTTOM OF NEW SIDING TO GRADE T'�— �^ .,-„ - SHEET NUMBER:
SINKS & WC IN BATHROOMS. (TYP) ALL, VALLEYS, G*A EYS, SKYLIGHTS, EAVES AND NEW RC FPO. WALL
RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER PERMIT SET
BY 'GAF' OR APPROVED EQUAL AT ALL EVES &
ES. EXTEND UNDERLAYMENT 24' PAST THE
11 IN7-si)E THE EXTERIOR WALL L ICE OF THE BUILDING.
Azrnoun Ro5ldonco I I
I I
425 C_,, odar Faint Driv
e,
I I
I I EXISTING HOUSE
Southold N)' I 1 ,�71 EXISTING GARAGE
, I I
I
DRAWING INDEX 11 A-01 PLANS CODE INFORMATION A-02 ELEVATIONS AND SECTION 2020 Residential Code of New York State(publication date:November 2019) ( L — ——— —— —— ——
2020 Building Code of New York State(publication date:November 2019) , 1
A-03 NAILING SCFEDULE AND STRAPPING DETAILS 2020 Plumbing Code of New York State(publication date:November 2019) I ,
2020 Mechanical Code of New York State(publication date:November 2019) , I I r——— —— — ——
2020 Fuel Gas Code of New York State(publication date:November 2019)
2020 Fire Code of New York State(publication date:November 2019) I I
2020 Property Maintenance Code of New York State(publication date:November 2019)
2020 Existing Building Code of New York State(publication date:November 2019 I ,
2020 Energy Conservation Construction Code of New York State(publication date:November 2019) EXISTING FOOTING/FOUNDATIONI
2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016") I ICC A117.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign
TABLE R301.2(1) I �
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA , I-- ---- -- - - - - - ---- -- ----- - - -�
WIND DESIGN SUBJECT TO DAMAGE FROM ——— —— —— — —— —— ———— ——— — ,
CLIMATE GROUND WIND BORNE SEISMIC ICE SHIELD LIMIT OF
,
TOPOGRAPHICAL SPECIAL WIND WINTER
ZONE SNOW SPEED (MPH) DEBRIS DESIGN UNDERLAY- FLOOD MODERATE AIR MEAN s' '.;' I , BLUE STONE STOOP
LOAD EFFECTS REGION FROST LINE DESIGN GALV POST ANCHOR MODEL �'; (ALLOW FOR STONE AS REQUIRED)
ZONE CATEGORY WEATHERING TERMITE MENT HAZARDS WAVE FREEZING ANNUAL I
DEPTH MODERATE TEMP REQUIRED ACTION INDEX TEMP I�3-0• BELOW GRADE TO ON t•< I , 6x6 10/10 WW.M
4A 20 psf 140 NO NO NO B SEVERE 3 FEET VIRGIN SOL (TYP OF 2) ( ;,' I , 4'COMPACTED POROUS GRAVEL-FILL
TO HEAVY 11 YES NA NA 618 52.1 DEG. I (95Z WELL COMPACTED)
Minimum Uniformly Distributed Live Loads : rag 'e R3o1.5 r-4 � •• I
GALV POST ANCHOR MODEL
IYPLCAL FOUAD (:ONSTA rmnr I L— , ( AE3U44Z ON 16' DIA P.C. PER FOOTING
USE LIVE LOAD DEAD LOAD 8' POURED CONCRETE WALL KEYED , :.; , MN 3'-0' BELOW GRADE TO BEAR ON
Exterior Balconies
40 psi 10 psf TO 16'x8' DEEP POURED CONCRETE
' I I I VIRGIN SOL
FOOTING REINFORCED W/ (3) *5 .
Decks 40 psf 10 psf R®AR3 CONT. G. (TO BE MR�O GRADE) j.
T4 _
Passsnger Vehicle Garages 50 psf as per plan .... .. '•�w
GALV POST ANCHOR MODEL • :• .�; ;.' S
ATTICS without Storage 10 psf 10 psf ABU44Z ON 16' DIA P.C. PER FOOTING •'• ' . •'•� �'
— :'.:; —0
"' `� �-
ATTIC S with Storage 20 psf 10 psf MIN 3'-0' BELOW GRADE TO ',. • �' '" - —————
VIRGIN SOIL BEAR ON ,.-0.' =Q' ' .' ::::...r.; ' :.•'•:'.�•••�'' ,:p• '�''.={9:` -Q'ROOMS other than sleeping rooms 40 sf 10 psf :•
' ••
P ,~ :�:;:.; ..s .
Sleeping Rooms 30 psf 10sf
p 'r: •••;'• •:��s:.•STEP. `+� • �' :�:�
Stairs 40 psf 10 psf +•'. '-
" :'STEP: ';'"'e•'- :::;
Guardrails and Handrails 200 psf 10 psf .:� • ' �•• •• .•,. �:: •.
:.•.� •'••t•?:.:;: 'STEP}.' ..1yT'.... �.�:�'�,,,. �•-
ROOFS:
Flat or,rise less than 4 inches per foot(1:3) 16 psf
19'-2' 2'-0' T-7 ' 4.4
Rise 4 inches per ft. less than 12 inches per ft. 12 6k 5�
psf 10 psf
2 PROPOSED PORCH FOUNDATION PLAN!
A-01 SCALE: 1/4'=Y-O'
I I286
8I--- - - - - - - - - - - I
I �
I I I I I I I
I / �
IFOYER /
I
II I I I GARAGE
(2) 2X8 HDR /
/ EXISTING HOUSE
LINE OF I EXISTING
STORY
ROOF ABOVE0 REMAIN
TO E
I / /
kb /
P/T 04 POST WITHIN
DECORATIVE COLUIv1d, TYP. AT (4) NEW PORCH LIGHT. PROVIDE
LOCATIONS b) (1) 8 LEDGER q?o —.
J-BOX AND POWER FROM
EXiSTNG SWITCH LOCATION.
EIAHATCHED AREA NDICAT ES 3 1/?�T-1/4 ML HDREXISTING PORCH AND ~ (FIXTURE AND FINAL R-ACET4_NT'
� _PORTION OF EXISTING FIRST STAR TO COMPOSITE OR WOOD (� COLUMN
1„ TO BE SELECTED BY 0
( _
FLOOR EVE TO BE REMOVED BE REMOVED I I ON STONE PEDESTAL BASE W/ A (SLUE
ISTONE TOP W/ P/T 4x4 POST W/ . E' '�-I NEW CRKCET GALV. POST CAP MODEL *BCS2-2/4 & COMPOSITE OR WOOD CLAD COLUMN I I GALV POST ANCHOR MODEL * ABU44 W/ P/T 04 POST W/ GALV. POST CAP
ITO FOOTING BELOW (TYP OF 2) MODEL *BCS2-2/4 & GALV POST I
I I (FINISHES TO BE SELECTED BY OWNER) ANCHOR MODEL * ABU44 TO FOOTING
BELOW (TYP OF 2) (FlMShES TO BE I '
SELECTED BY OWNER) 8 R U co 2x8 RR
O.C. ® 16' O.C.
2) ?c6
cc
1 EXISTING/DEMO PORCH PLAN
2 PROPOSED PORCH R CH PLAN STEP LNE of EXISTING 2PD STORY
A-01 SCALE 1/4'=1'-0' ROOF ABOVE
A-Ol SCALE: 1/4'=?-0' N STEP PORCH STARS AND
STEP HANDRAIL TO NYS CODE
4
- - - STD
NOTE: FLASHING SHALL BE INSTALLED AT WALL AND �� — - NOTE:- - — - �
V2' GYPSUM BD. (TAPED & ROOF NTERSECTIONS; WHERE EVER THERE IS A OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO txTG WALLS TO E3E FiE?vI0VE3) - T-0'T-0'r-o'r-0•
SPACKLED-3 COATS W ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND — — —
WALLS & CE]LNGS. (TYP) ARCLD ALL ROOF OPENINGS. FLASHING SHALL CHECK FORBEARING CAPACITY OF SOIL APD WATER EXTa WALLS TO REMAIN
pv9
BE CORROSION RESISTANT 4MUM 26 GAUGE) TABLE2'-0' 9.-0. 4,-0' E C
r
V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE LEVEL NEW(�PISTRUCTION 1 (L
BD. (TAPED & SPACKLE D-3 COATS CAPPED BY ALUM
CONTRACTOR TO RE-GRADE EXISTING EARTH PITCH LJ t
W BEHIND ALL TUBS, SHOWERS, AWAY FROM THE HOUSE MAINTAIN MIN. 6' CLEAR BEARING WALL
SIMCS & WC N BATHROOMS. (TYP) VALLEYS.T RECEVEC�'STORMCIARD'SLEAK EAVES AND
FROM BorroM of NEW SIDING TO GRADERAW NEW PC FPD.WALL T:- 1 MAY 2
BY'GAF' OR APPROVED EQUAL AT ALL EVES &
RAKES. EXTEND UNDERLAYtvENT 24' PAST THE
IN NM
SIDIE THE EXTERN WALL LINE OF THE BUILDING
REVISIONS:
05/23124 DOB REVIEW/
AS BUILT
NEW CRICKET
ROOF
STANDING SEAM METAL ROOFING SYSTEM —-----
30* ROOFING FELT.
VZ CDX PLYWD. SHEATHING.
2x ROOF RAFTERS
0 2XIO P/T STRUCTURAL RIDGE
T/O PORCH RIDGE (V.I.F)
RAFTER TO BEAM STRAP (SEE A-3)
0 2X8 P/T HEADER 10
lx FASCIA & TRIM TME (TYP) 0
SEAMLESS ALUM. LDRS. & GUTTERS T/O SECOND FLOOR
COMPOSITE OR WOOD CLAD COLUMN
T/O T/O PLATE
W/ P/T 4x4 POST W/ GALV. POST CAP
MODE- *BCS2-2/4 & GALV POST
ANCHOR MODEL * ABIJ44 TO FOOTING
BE-OW (TYP OF 2) FINISHES TO BE
SELECTED BY OWNM
FULL LIGHT DOUBLE DOOR WITH TYPICAL CONCRETE SLAB TRANSOM ABOVE TO BE BLUE STONE STOOP c%j
SELECTED BY OYMER (ALLOW FOR STONE AS
STONE CLAD PORCH AND STEPS WITH REQUIRED) 4* P.0 SLAB
BLUESTONE CAP. FINISHES TO BE LL�J 6X6 10/10 W.W.M
SELECTED BY OWNER 4' COMPACTED POROUS
d I (95%
GALV POST ANCHOR MODEL GRAVEL-FILL COMP WELL ACTED)
ABU44Z ON 16' DIA P.C. PER FOOTING
MIN. 3!-0' BELOW GRADE TO BEAR ON
VIRGIN SOIL (BEYON� TYP OF 4) SLAB
11P,I-Ti R ilAiAii-lff'Ai�-
riri
TYPICAL FQJND,CONMUCTEIR
8' POURED CONCRETE WALL KEYED
T-h=11=dRRI lffii-L [R-lu,
TO 16'x8' DEEP POURED CON m IT m
-HRITIF1144 I m �l
FOOTING REINFORCIED W/ (3) 05 pil
REBARS CONT. IN FTG. (TO BE MR
3!-0* BELOW GRADE)
EXISTING FRONT ELEVATION PARTIAL SECTION
��O2 SCALE: 114*-T-O' SCALE- V4'-T-O'
Of
0
w
z
MATCH EASTNG ROOF PITCH. CONTRACTOR
TO VERIFY NEW PORCH ROOF DOES NOTO
INTERFERE WITH EXISTING SKYLIGHTS.
u
STANDING SEAM METAL ROOF COLOR 0
co
TO BE SELECTED BY OWNER
CRICKET
EAST HOUSE ------
FLASHING SHALL BE NSTALLIED
E
AT WALL AND ROOF
------ cl)
m
T/O PORCH RDGE (VJF) 0) a 0
x E c
INTERSECTIONS. TYP.
0
lco, dj 0) au)
STANDING SEAM METAL ROOF. COLOR im U) - 2 Lo
d —� W
TO BE SELECTED BY OWNER .2
a: >- w �
Z 0
6 'E
SEAMLESS ALUM. LDRS. &
ca
07 GUTTERS, TYP. T/O SECOND FLOOR r CI-
0
I_- cc)
T/O PLATE
0)
Lo 0
Q in-
E
00
VENTED BEAD BOARD SOFFITS (TYP)
c\I
COMPOSITE OR WOOD CLAD COLUMN
ON STONE PEDESTAL BASE W/ A
BLUE STONE TOP. FINISHES TO BE EAST HOUSE
SELECTED BY OWNER (TYP. OF 2)
Z I
SLAB
PVC OR WOOD HANDRAIL TO NYS CODE MATERIALS
AND FINISH TO BE SELECTED BY OWNER
COMPOSITE OR WOOD CLAD
BEAMS W/TRIM (TO BE
SELECTED BY OWNER, TYP)
STONE CLAD PORCH AND STEPS WITH
FINISI-ES
PROPOSED FRONT ELEVATION- SBLUESTONE CAP.BICTED BY OWNER TO BE
��O2 SCALE V4'-1'-0*
A
Al
-A
ti S
UQM FLASHING SHALL BE INSTALLED AT WALL AND NOTE NOTE: 40
V2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; MERE EVER THERE IS A OWNER RESPONSIBLE FOR ORDERING SOL TEST TO EXTG WALLS TO BE REMOVED 0
DRAWN:CC
SPACKLED-3 COATS MIN) ON ALL CHANGE IN ROOF SLOPE OR DIRECTKA AND
WALLS & CELINGSL (TYP) CHECK FOR BEARING CAPACITY OF SOL AND WATER EXT(.1 WALLS TO FEMAN SCALE:1/4" F-0"
AROL94D ALL ROOF OPE4NGS FLASHING SHALL
BE CORROSION RESISTANT UNIMUM 26 GAUGB TABLE LEVEL JOB#:
NEW CONSTRUCTION
VZ MOISTURE RESISTANT GYPSUM I ALL E)(POSED FASCIAS & TRIM TO BE CONTRACTOR TO RE-GRADE MTNG EARTH. PiTCH
DATE: 05/23/24
BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. BEARING WALL
AWAY FROM THE HOUSE MAINTAIN MIN. 6' WAR SHEET NUMBER:
MN.) 1381ND ALL TUBS, SHOWERS, FROM BOTTOM OF NEW SIDING TO GRADE PERMIT SET
SINKS & W.0 IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND NEW PC FND WALL
RAKES TO RECEW 'STORMGUARD' LEAK BARKER
'Y'GAF OR APPROVED EQUAL AT ALL EVES &
RAKES. EXTEND UNDERLAYMENT 24* PAST TFE
JLNSIDE THE EXTERIOR WALL LINE! OF THE! BUILDING. A2
REVISIONS:
05/23/24 D013 REVIEW/
• I I I I AS BUILT
r ® 0 C,
I I I I I
I I I I I I
I
Azrnour i e, !5 '31 e n c o
I I I I I
EXISTING HOUSE �'C
425 (feodar Foint
I I I I I I
Southold 1 `� I ( �7 I I I EXISTING GARAGE
I
I I I I I
I I I I I I
I I I I I I
DRAWING INDEX CODE INFORMATION I ( I L ——— — — — —— — —,
A-01 PLANS 2020 Residential Code of New York State(publication date:November 2019) I I I
A-02 ELEVATIONS AND SECTION 2020 Building Code of New York State(publication date:November 2019) I
A-03 NAILING SCHEDULE AND STRAPPING DETAILS 2020 Plumbing Code of New York State(publication date:November 2019) I
2020 Mechanical Code of New York State(publication date:November 2019) I I I I
2020 Fuel Gas Code of New York State(publication date:November 2019) I
2020 Fire Code of New York State(publication date:November 2019) ( I I I I I I
2020 Property Maintenance Code of New York State(publication date:November 2019) I I I I I I I
2020 Existing Building Code of New York State(publication date:November 2019 I I EXISTING FOOTING/FOUNDATION
2020 Energy Conservation Construction Code of New York State(publication date:November 2019) ( I I I I I I
2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings(ASHRAE 90.1-2016") I I I
ICC At 17.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign
I I I I I I I I
TABLE R301.2(1) I - ----- -- - - -- -- -- ---- ---- -- --�
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
TYPICAL ONE STOOP
SLAB:
WIND DESIGN SUBJECT TO DAMAGE FROM � �•� I BLUE STONE STOOP I I
ICE SHIELD LIMIT OF r' I I (ALLOW FOR STONE AS REQUIRED)
CLIMATE GROUND TOPOGRAPHICA SPECIAL WIND WIND BORNE SEISMIC WINTER UNDERLAY- FLOOD MODERATE AIR MEAN Fe GALV POST ANCHOR MODEL + '�:�• <:' I I I 4• RC SLAB
ZONNE SNOW SPEED (MPH) DEBRIS DESIGN FROST LINE DESIGN MENT HAZARDS WAVE FREEZING ANNUAL ABU44Z ON 16' DIA P.C. PER FOOTING " I I 6x6 10/10 W.WM
LOAD EFFECTS REGION ZONE CATEGORY WEATHERING TERMITE TEMP INDEX TEMP MIN. 3'-0• BELOW GRADE TO BEAR ON I 4' COMPACTED POROUS GRAVELfLL
DEPTH REQUIRED ACTION
vRGN SOL CrYP OF 2) I I I I (95% WELL COMPACTED)
MODERATE I
4A 20 psf 140 NO NO NO B SEVERE 3 FEET TO HEAVY 11 YES NA NA 618 521 DEG. T-4 • 18'-a • I ^�.. I I GALV POST ANCHOR MODE_
ABU44Z ON 16' DIA P.C. PER FOOTING
Minimum Uniformly Distributed Live Loads : Table R30t5 TYPICAL Fes. �TRUCTOR I .�. L_——, I ( MN. 3'-0' BELOW GRADE To BEAR ON
USE LIVE LOAD DEAD LOAD TO 160 x8*DEEP POURED CONCRETEWALL CONCRETE KEYED .r `..� I I VIRGIN S� I
FOOTING REINFORCED W/ (3) +5 ::: :;: :•,.�...`•{ :.: ( I L-------- --- - - --- -- - -- - -- ---- --J
Exterior Balconies 40 psf 10 psf KEBABS CONT. N FTG. (TO BE MIN. ...�. .. . .•..�: .'; I
Decks 40 psf 10 psf 3'-O' BELOW GRADE) - ( - -- -- - ----- ------- - J r� 1
Passenger Vehicle Garages 50 psf as per plan GALV POST ANCHOR MODEL
ATTICS without Stora a 10 sf 10 sf ABU44Z ON W DIA P.C. PER FOOTING
9 P P MN. 3'-0• BELOW GRADE TO BEAR ON --p• '_p• +: :.� '• ":` p• ' b•'. •_ bo
ATTICS with Storage 20 psf 10 psf VRGN SOILJrj ' �' � T �.-y«, . -�.+� �'� '`• nJ ` 'p
ROOMS other than sleeping rooms 40 psf 10 psf -
Sleeping Rooms 30 psf 10 psf �,�� :: ;. . .:.; . '.4,: .r:•'..::: .i4.'••
Stains 40 psf 10 psf :': '`;.'�•::`•'STEF't• ,.:., :,�.'' •:.
Guardrails and Handrails 200 psf 10 psf
19'-2' 2'-0' T-7k 4'-j
ROOFS: 6k Sk °
Flat or rise less than 4 inches per foot(1:3) 16 psf
Rise 4 inches per ft. less than 12 inches per ft. 12 psf 10 psf
2 PROPOSED PORCH FOUNDATION PLAN
A-01 SCALE: 1/4'=1'-O' Q 0
1 q W
oC) z
a
0
N Q o
I w I I=-
� U :)
I
I I
N �
I I I/ I FOYER I I
/ I M
GARAGE I / I I x E c
/ I I- - - - - - - LO
_I I I
m Ch LL.I
(2) 2X8 FOR 0 "
I / I I / EXISTING HOUSE a >-Cj a y
DZ � � E
o = tia
� M
I I ( LINE OF EXISTING 2ND STORY I I I
/ I I / I = 0
03 U 2M =
I ( ROOF ABOVE TO REMAId AW
N a?
� U o0000
NEP/T 4X4 POST WITHIN NEW PORCH LIGHT. PROVIDEDECO RATIVE COLUMN, TYP.AT I J-BOX AND POWER FROM
I_ LOCATIONS (-D2x8 c� EXISTING SWITCH LOCATION._
cFnc'ruRE AND FINAL PLACEMENT
IZv 3-1/2 X 7-1/4 ML, HDR TO BE SELECTED BY OWNEFU
HATCHED AREA INDICATES ® I
c• ( COMPOSITE OR WOOD CLAD COLUMN I
PORTION OF EXISTING FR..�T EXISTING PC)Fi(�-I AND STAR TO I I � O
FLOOR EVE TO BE REMOVED BE REMOVED I I ON STONE PEDESTAL BASE W/ A BLUE . 0 ' NEW CRICKET IIn
STONE TOP W/ P/T 4x4 POST W/ io
GALV. POST CAP MODEL *BCS2-2/4 & COMPOSITE OR WOOD CLAD COLUMN I E I
I I GALV POST ANCHOR MODEL * ABU44 W/ P/T 44 POST W/ GALV. POST CAP �
I TO FOOTING BELOW(TIP OF 2) MODEL *BCS2-2/4 & GALV POST w RI
I (FINISHES TO BE SELECTED BY OWNER) ANCHOR MODE- * ABU44 TO FOOTING
I BELOW (TYP OF 2) (FINISHES TO BE I I
SELECT BY OWNER) 8 .R 2SELECTED
O.C. ® 16' O.C.
6 5 t:n
LNE OF EXISTNG 2ND STORY
ROOF ABOVE TO REMAIN
�? STEP LINE OF 2ND STORY
1 (EXISTING/DEI�10 PORCH PLAN 2 PROPOSED PORCH PLAN ,
A-01 SCALE 1/4'=T-0' A-01 SCALE: 1/4'=?-0' Cr STEP PORCH STARS AND
HANDRAIL TO NYS CODE
STEP
I? STD
I FLASHING SHALL BE INSTALLED AT WALL AND NOTE:NOTE — — — — , s "A
r-o•r-o•r-o'r-o• r-o•r-o•r-o•r-o•
V2' GYPSUM BD. (TAPED & ROOF INTffiSECTIONS; WHERE EVES THEIE IS A EXTG.WALLS TO BE REMOVED — — — — '� �+ � 't' �
SPAC KLED-3 COATS MN) ON ALL CHANGE N ROOF SLOPE C)Fi EVER TH AND OWNER RESPONSBI E FOR ORDERING SC�L TEST TO C (� W
S. FLASHING SHALL CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTCa WALLS TO REMAIN 2'-0• 9' 4'-0' d v u V i' �'n A r SCALE:1/4'C 1'_0°
WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENING L�
V2' MOISTURE RESISTANT GYPSUM BE CORROSION RESISTANT M4MUvI 26 GAUGE) TABLE LEVEL NEW(�TRUCTICNJ I S y,I ��� �� '�� �%%�_� 1 � � DATE: 05123124
BD. (TAPED & SPACKLED-3 COATS ALL EXPOSED FASCIAS & TRIM TO BE CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH BEd, WALL 7, J
CAPPED BY ALUM. AWAY FROM THE HOUSE MAINTAIN I N. 6' CLEAR MAY 2 Z�724 i '�14 SHEET NUMBER:
MNJ BEHIND ALL TUBS, SHOWERS, —� �� �-:. ��„
SINKS & W.CIND N BATHROOMS. (TYP)RS, ALL VALLEYS, CHIMNEYS, SKYLIGHTS. EAVES AND FROM BOTTOM OF NEW SIDING TO GRADE NEVI►PC FPO WALL ;•: t� - PERMIT SET
RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER
BY *GAF' OR APPROVED EQUAL AT ALL EVES &
RAKES. EXTEND UNDERLAYMENT 24' PAST THE
INSIDE THE EXTERIOR WALL LINE OF THE BULDING Al
REVISIONS:
05/23/24 DOB REVIEW/
NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION AS BUILT
FASTENING SCHEDULE (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB)
2015 International Residential CodeTABLE R602.3(1) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)(AS PER WFCM)
NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL
ALL STRAPPING TO BE 1 1/4720 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS
DESCRIPTION OF BUILDING ELEMENTS NUMBER OF I NUMBER OF NAIL SPACING CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING
COMMON NAILS1 BOX NAILS ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE 12 max.
ROOF FRAMING SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER
CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMA) ,
POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 'SIMPSONHDU5-SDS2.5 —� ORIDGE Fl
O
RAFTER TO TOP PLATE(TOE NAILED) 3-10d 4-10d PER RAFTER ROOF
AT RAFTER TO RIDGE BOARD CONNECTION RAFTER
CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST BOARD/BEAM --- 2-16D COMMON
CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3-16d 4-40d EACH LAP FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP NAILS ® 6' O.C. .,. . : ° • .. ; • :.
FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END ——————— FOR FULL LENGTH cS�
COLLAR TIE OF STIR
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED 3-16d 4-40d EACH LAP
L_————— BLOCKING PLAN
COLLAR TIE TO RAFTER (FACE-NAILED) 3-10d 4-10d PER TIE AT RAFTER TO RIDGE BEAM CONNECTION 0 ENDWALL
BLOCKING TO RAFTER (TOE-NAILED) 3-8d 3-10d EACH END FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE
JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER I I
'SItvPSON' LSSU28
3• SQ. x V4• WASHERS
WALL FRAMING
NOTE: FOR CATHEDRAL CEILING lt ROOF & END NUT SETUP
11 AT SLOPING RAFTERS OR RAFTER TO CBLNG RAFTER DOUBLE SILL PLATE o c °
TOP PLATE TO TOP PLATE (FACE-NAILED) 16d 10d 16"O.C. FACE NAIL HEADER CONNECTIONS PROVIDE JOIST 'SIMPSON' HDU5- (SINGLE FOR SLAB ON .
SIMPSON 'LSSU28' ADJUSTABLE HANGER.
GRADE APPLICATIONS) It
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 2-16d 3-10d FACE NAIL ROOF r-------------- ti .
N ADDITION TO STRAPPNG ® RIDGE RAFTERI 5/8' DNA. ANCHORSTUD TO STUD(FACE-NAILED) 16d 10d 16"O.C. FACE NAIL AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING BOLTS (TYPJTOP PLm w
HEADER TO HEADER (FACE-NAILED) 16d 16d 16 O.C.ALONG EDGES H8 (5) 10D COMMON NAILS AT EACH END OF STRAP JOIST FIRST FLOOR ATTACHMENT POURED . , 9 $
BY'SIMPSON' (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE
TOP PLATE OR BOTTOM PLATE TO 4-8d 4-10d TOE NAILED PER STUD . •
STUD (END-NAILED) 'SMP(W HS FOUNDATION
.d
WALL
ALL CUPS & STRAPS CAN BE MOUNTED STUDNOTES :
SECTION
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 1,2 1,2 16d 16d 12„O.C. FACE NAIL FROM EITHER ALL EXTERIOR OR ALL 'SIMPSON' HDU5-SDs25---�
ENDJOIST OR BLOCKING (FACE-NAILED) NTERIOR, BUT NOT A COMBINATION OF BOTH. t USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM 7' EMBEDMENT INTO
• 2-16D COMMON CONCRETE W/ 3' SQUARE x V4' WASHERS AND END NUT SETUP.
FLOOR FRAMING AT STUD TO FLOOR ASSEMBLY NAILS o 6' O.C. 2• ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY
TO STUD CONNECTION •• FOR FULL LENGTH p4
OF
JOIST TO SILL,TOP PLATE OR GIRDER (TOE-NAILED) 3-8d 3-10d TOE NAILED (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) STUD HOLD DOWNS FOR SHEARWALLS.
, BLOCKING�O,
BRIDGING TO JOIST(TOE-NAILED) 2-10d 2-10d EACH END �g 16 3. ONE ANCHOR BOOT IS TO BE LOCATED BETWEEN 6' MINIMUM TO
FOR STRAP - (4) 8D COMMON NAILS SHOE PL ® ENDWALL I ii 12' MAXIMUM FROM ENDS AND CORNERS.
BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END AT EACH END OF STRAP SHOE P• I I I
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK FOR ALTERNATE - (14) 10D COMMON NAILS : • BLOCKING AT ENDWALL
LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST
STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR S II' tr ° (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
(TWO STRAPS TOTAU •' • ' p' '..' • .•
JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d EACH END •• RIDGE
BAND JOIST TO JOIST(END-NAILED) 3-16d 4-10d END NAIL TOP PL '' BLOCKING 2 BAYS
FOR SECOND FLR - SHEATHING TO OVERLAP •4.
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 8d 1 10d 1 6"O.0 ADDITIONS FIRST & SECOND FLOOR & BACK ® 48' o.c.
ROOF SHEATHING sTuos BY MIN. 12 v 2 Mo CONCRETE W/EMBEDDEDHREADED ROD r ET
ALL STRAPPING, ANCHDRS, HOLD DOWNS, ATTIC � l
& ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR v
WOOD STRUCTURAL PANELS 8d 8d 6"EDGE/12"FIELD MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG. TO 40 DEG F) USE
SIMIPSON AT (HIGH STRENGTH ACRYLIC ADHESIVE)
RAFTERS OR TRUSSES SPACED UP TO 16"O.0 8d 8d 6"EDGE/12"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/O 8d 10d 6"EDGE/6"FIELD
GABLE OVERHANG NAILING & STRAPPING AT NOTE:
ALL STRAPPING TO BE 1 V4720 GAUGE STEEL OR
GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d 10d 6"EDGE/6"FIELD EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FL
STRUCTURAL OUTLOOKERS SHOE PL. (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.)
GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 10d 4"EDGE/4"FIELD SUBFI `L (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Y
LOOKOUT BLOCKS AT STUD TO FLOOR ASSEMBLY
TO SILL PLATE CONNECTION 0
FOR STRAP - (4) 8D COMMON NAILS RIM JOIST ,LOOT FLOOR NAILING S C H E D U L E B : (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS Q
CEILING SHEATHING AT EACH ENO OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK 048' o.c. C) � W
WRAP STRAPPING UNDER SILL PLATE SILL PL Notation
1/2"GYPSUM WALLBOARD 11/4"Screws, Type W or S 7"EDGE/7"FIELD EXCEPTION: a
• Rough A B C D E F WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE p
5/8"GYPSUM WALLBOARD 15/8"Screws, Type W or S 7"EDGE/7"FIELD a ' � ' �•: ' �•. - .`•°.• Opening
:'°'• ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED.
WALL SHEATHING . `• " •, 2'-0" 2 (1) 2x4 1 1 1 1 A
NAIL SPACING FOR SHEATHING @ PRESSURE ZONES U =
•a', 4'-0" 4 (1) 2x4 2 2 2 2 `n 0
1/2"WOOD STRUCTURAL PANELS 6d 6d 6"EDGE/12" FIELD A N U)
' 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 ZONE 1 ZONE 2 ZONE 3 ZONE 4
1/2"GYPSUM WALLBOARD 11/4"Screws,Type W or S 7"EDGE/7"FIELD D
5/8"GYPSUM WALLBOARD 15/8"Screws,Type W or S 7"EDGE/7"FIELD 8'-0" 8 (2) 2x4 or (1l 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. T O.C. 4' O.C.
10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C.
12'-0" 12 (2) 2x6 5 5 5 5 B
AT STUD TO FLOOR ASSEMBLY 'SIvPSONr C E � e e
TO SILL PLATE CONNECTION SP4 Notations
(SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS ¢ O O O O O O Q 3
FOR STRAP - (4) SD COMMON NAILS •... -
B. M14BM OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) tr I t
AT EACH END OF STRAP ° °. ° ' r " a' C. NUMBER OF FULL WEIGHT KING STIRS AT EACH SIDE OF HEADER A I I I I ( 1 O\\�//1O I � U
WRAP STRAPPING UNDER SILL PLATE .'. r:' ! . F I I I I �O 10 A x
D. NUMBER OF 16D NALS END-NAILED THROUGH ADJACENT KING STUD TO END I I ( I I \ / I m° M W u
FLOOR SHEATHING of HEADER AT EACH SIDE I I I I I \ / I d
A
STRUCTURALPANELS ® 0 1 1 2
'a :• — E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) I I I I I I a } a `6
I 10 OI O I® ®I O J110 OI O I® � z � ° -�
1"OR LESS 8d 8d 6"EDGE/ 12" FIELD F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO I I I ( I / I ° ~ E
GREATER THAN 1" 10d 10d 6"EDGE/6"FIELD END VIEW SECTION END OF SLL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) Q' t
c ° M
15
Ln
TYPICAL SPLICING OF TOP PLATE (Requiredand/or New Addtions)Construction I I I I I 1Q//02\\10 I N 0-
-I- - -I— —I - --� — - --- � —
SEE FLOOR PLANS ALL coNST .L. 03 f'1J 03 03 10 t'J 3 ® 3
3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS GABLE ROOFS HIP ROOFS
a. Nails are smooth-common, box or deformed shanks except where otherwise stated Nals used for framing and sheathing BLOCKING 2x FL JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE
connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common naiD, NSUL. AS PER PLANS A-4 FEET N ALL CASES
90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST.
STRAPPING
SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS �
(4)8D COMMON NAILS ® FA END RATIO LIMITS - HI/L S 3 V2 Building Minimum 1,2 Building Minimum 12
• OF STRAP (BY SIMPSON) Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.)
JOIST HANGER BY SIMPSON PLYWOOD NOT SHOWN TABLE R301.2.1.2 !I�
FOR CLARITY 12-0 3'-0' 12-0 2'-0• WIND-BORNE DEBRIS PROTECTION FASTENING
j SOFFIT MATERIAL AS PER ELEVATIONS SOLID BLOCKING ® 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,dSTR F
�
SEAMS 20-0" 51-0' 20-0" 4'-0'
(4) DCNOMMON NAILS ® EA END OF STRAP — __ _ _ _ FASTENER SPACING LN.,
x 24-0 6'-0 24-0 4-0'
28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN
4 FOOT 6 FOOT
2x4 Continuous � H8 CONNECTOR (BY SIMPSON) <4 FOOT
lateral brace at 6' o.c. Truss or Calling Joist TYPICAL EXTERIOR WALL CONST. <6 FOOT <8 FOOT
i —� PLYWOOD SHEATHING — _
L32'-0" 8'-0' 32'-0" 6'-0'
Gable End True SEE FLOOR PLANS ---} (SEE NAILING SHEDULE) 36-0 9'-0' 36-0 T-0 2
2-10d Nails � � �� � �� 2 #6 16" 12" 9" x
CANTILEVER DETAIL (TYP) 40'-0" 1T_0' 40'-0" V-0' WOOD SCREWS
I 50'-0" 13'-0' 50'-0" 10'-0' 2 2"#8 „ „ „
WOOD SCREWS 16 16 12
0-8d Nails TYPICAL EXTERIOR WALL CONST. HOLD �� SEA 60'-0" 16'-0' 60'-0" 12'-0' ,�..
SEE FLOOR PLANS DETAILS THIS SHEET 70'-0„ 19'-0' 70'-0" 14'-0' FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg,
(9)�D COMMON NAILS uID EA.
END OF STRAP (BY SIMIPSOM 1 MILE PER HOUR=1.609 km/h. n
OVERLAP NEW SHEATHING OVER ,.� ,�,.,.;�+�
u E)4STNG STRUCTURE AS SHOWN. 8D'-�" 22'-0' $�'-0" r0'-0' A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT M AOibOkHt ji`
5d Cooler NeIIS at lO"O.C. NEW 2ND FLOOR B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WO`Db UCT L ANE2
�+ PROVIDE STRAPPING AS PER DETAILS
�� T Plate C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. t3+ °v'��r,�
2'x4 (Block nailed to each Q THIS . IT• Spice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,TH E ATT I ED>'"�r G1'
brace with 4-10d nails w UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMy11m`{MA WITHDRWELr
Gypsum Board -q� NOTE CAPACITY OF 490 POUNDS. ► A �• ,.. � A
,«. , ', , 4"'1 DRAWN:CC
X X1 SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE r": a'
1. Tabulated ice le
7CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. splice lengths assume top plate-to-top plate . •- - ,' I m SCALE:!/4"=1'-0"
20 Gage Strap WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF n11.1mm)gtillS II�_yM S AN $
5d Cooler Nails at 7"o.c. connectionusing 2-16d nals per foot. For shorter spice gg JOB#:
2 FOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVERT E GLAZED dPE`!S(NGS WITH
10-8d Nails 4 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. lengths, the nal spacingshal be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE V D IN'ACCORD C DATE: 05123/24
REMOVE E)4STNG SHEATHING 2'-0' provide an equivalent nurnber of nals. TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COM �JAN ��A . t p
EXISTING FIRST FLOOR BELOW NEW 2ND STORY SHEET NUMBER:
Endwall Studs 2. Tabulated spice lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUIi✓ �y CONSTRUCTION, STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH T @JR CON E PERMIT SET
p NG
SHEARWALL SEG. DETAIL (TYP) 33 feet. For mean roof heights of 15 feet or less, the WINDOWS.
tabulated values shall bepemitted to be multiplied by 0.80.
CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL A3