HomeMy WebLinkAbout49278-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 #: 49278 Date: 5/18/2023
Permission is hereby granted to:
Philli s, Peter
6 North Dr
Malba, NY 11357
To: relocate an existing accessory building as applied for.
At premises located at:
1055 Stanley Rd, Mattituck
SCTM # 473889
Sec/Block/Lot# 106.-8-54.4
Pursuant to application dated 4/18/2023 and approved by the Building Inspector,
To expire on _11/16/2024.
Fees:
ACCESSORY $156.00
CO-ACCESSORY BUILDING $50.00
Total: $206.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DFPAATIVLIGNT
Town Halt.Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
+ � Telephone(631)765-1802 Fax(631)765-9502 litt L//vDvwsotitlioldto�viiiiy.gov
Date Received
APPLICATION FOR BUILDING PERMIT
Ilii
For Office Use Only n... G,V u �,WLJ
,
LITNO. BuildingInspector �.. x APR 18 2023
APPlic trans a6d forir ,rnaist b filled 4tlt lri tIKbirentire 1pcomplete " t"in rlP 11lNn i SMI 1 1
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l faltc t�or7svt ilnotb crept d uVbcretkie.' pllrant'l not dtier,a,
C wir r"s Air rl lori foriia 1P a shall be v nafaleted "
Date:3128!23
O!all'� j�.� l°t" 'PROPRTY; ;'
Name:Peter,Phillips SCrM#1000-106-8-5
Project Address165 Dogwood Lane, Mattituck
----
Phone#:917--374_2832 Email:pphillips@phillipsbrockerage.com
Mailing Address:
165 Dogwood Lane, Maftituck" .-..a
-
Cf� ITC� P �CSON:."
Nam e:Megan Carrick
Mailing Address: O Box 877,,,Jamesport NY 11947
P _
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Email:megan.c-m arc_ Itectumm r. @g
mall.comPhone#:631-804-3796 .
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Name:Charles Thomas
Mailing Address:
PO Box 877, Jamesport NY 1.1947 _ ..
Ph
one#: Email:cdthomas63@aol.com _ W
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Name:TBD
Mailing Address:
Phone#: Ei�rall:
l76CRIPTION 0FR PPS D `ON TRU T'lt l
77777
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOtherMOving of existing shed to conforming location
Will the lot be re-graded?
g ded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No
Z
PRQPFR"i Y:I PORMATICIN
Existing use of property:Single Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
-
11 R-40COPY.m�® this property? Yes_®No IF YES,PROVIDE A
b"
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Cisaptde za6 of tete Town Cade.ADPL CATION➢S NFRF8 �a1Arr�Rar tl4e arm➢➢d➢rcrg l�elaarRnaorn4 fsrr 4lae�sra�rr� of a Bu 141 permit psusuant to the Building?.'brio
6rdiro n eai$Nral wraofSeuk➢aold,Suffolk,ceounty,lin York and otherPppl,➢ceblete s�'orcli! mr �srrrpejuletlens,for tile tonsti4cilo'nofbolldInss,
add ikio,ns,`aalteratPons or for,retoavaI er't1en',011 06 os here n rl�;erlNaa�l,Tiro,�ppllc��tt�agrees ta'c�arsply wikh all a Alia stole laws'ordCraance's,bulldlnd tole,
ietiusiakg ar4sM regulat➢eras and to clrirltaut orize lrrspectors era prariroisds end 1n buildinr�(si fir aretassary.insglert➢'ons,Falsestaterrrsatitxrtitadax �rePrr are
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Application Submitted BY(print
�nar: e)
.Megan Ca�rrick,w, ®Author�ized�Agentent ClOwneor
Signature of AppllcantCate, ,.
..
. .
STATE OF NEW YORK)
COUNTY OF Stl )
a
II 1 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the i +
(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
" r 20 93
day of --L4::t
Notary Public
Lisa Rheaurrlp,
Notary Public,State of New York
PROPERTY OWNER AUTHORIZATION No.01RH6386151
(Where the applicant is not the owner) Certified in Suffolk county
Commission Expires: 01/22/20
Peter Phillips165 Dogwood Lane,
I, .residing at MattltUC1C
NY 1052 do hereby authorize Mega A. Carrick to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
\\- 03/29/2023 -
Owner's Signature Date
Peter Phillips
Print Owner's Name
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THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. '
Y�
ARCHITECT
10"0 SONO TUBE ON REVISIONS D E S C R I P T 1 0 N
Simpson Strong-Tie 24"x24�x12" FOOTINGS
HDU (CORNER HOLD DOWN) 6" 6 MIN 36 BELOW GRADE
(TYPICAL THROUGHOUT, SEE DETAIL) (MUST BE VIRGIN SOIL)
TYPICAL OF 6 r , r . � TYPICAL OF 6
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11 EXISTING 2"X6" FJ Ii
co 0 16" OC.
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('P FOUNDATION PLAN
2 SCALE: 1/4" = 1'-O" ui
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12 - - - - - - ,/ , ICJ 0 0
®EXISTING EXISTING ROOF FRAMING - _ 'EXISTING ROOF - EXISTING ROOF FRAMING
TO REMAIN - SHINGLES TO REMAIN_-- TO REMAIN O ® d-
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EXISTING X UO �My�
0 �. UNFINISHED N_ p I _ W
POOL z� �. � G s N - ' O = W
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Simpson Strong-Tie —A
5'-D�" 5-01" E SIDE ELEVATION E REAR ELEVATION 0 0 I--HDU (CORNER HOLD DOWN) ' --- --- -- — ---------
(TYPICAL THROUGHOUT, SEE DETAIL) 10-1" SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" O 1—
P PLAN � - < �
SCALE: 1/4 = 1 -0'
WINDOW KEY
EXISTING ROOF FRAMING
EXISTING?— TO REMAIN 12 0.
EXISTING 2 X6 ROOF RAFTERS g_3" PLATE HEIGHT EXISTING=— ■
EXISTING ROOF FRAMING
TO REMAIN
- i
TYPICAL ROOF CONSTRUCTION S 1 1 EXISTING In
EXISTING ROOF SHINGLES TO REMAIN ] ° MAI OA
OVER EXISTING ROOF FELT ON EXISTING PLYWOOD SHEATHING. EXISTING 6'8" T.O. WINDOWS j
" UNco
FlNISHED EXISTING WINDOW EXISTING WINDOW J J JT EXISTING co
EXISTING 2 X6 ROOF RAFTERS 0 16 D.C. POOL : & DOOR SURROUNDS & DOOR SURROUNDS l ■ _�� suDER
HOUSE M (TYPICAL) (T Y P I C A L)
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Co "13'-4
TYPICAL WALL CONSTRUCTION °°
�EXISTING SIDING TO REMAIN. EXISTING HOUSE WRAP ON EXISTING 2"X6" FJ EXISTING
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EXISTING SHEATHING. EXISTING 2"X4" WD STUDS 0 16" O.C. I i J
® 16" OC. %" PLYWOOD
SUBFLOOR ICI r
T.O. SLAB
2 2 X8 ACQ - - -
:
E FRONT ELEVATION E SIDE ELEVATION Charles M . Thomas-
a3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" r C h I t e C t
SONO TUBE DETAIL
10"0 SONG TUBE ON PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
24"x24"x12" FOOTINGS E CROSS SECTION
MIN 36" BELOW GRADE
(MUST BE VIRGIN SOIL) SCALE: 1/4" = 1'-0"
PROJECT
TYPICAL OF 6
POOL HOUSE
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
DATE: 3/27/23
PROJECT No.
DRAWING BY. CMT
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM CHK BY.
WINTER ICE SHIELD FLOOD LIVE DEAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF MEAN DWG No.
SNOW DESIGN FROST ROOF UPLIFT LOAD
LOAD SPEED CATEGORY LINE DESIGN UNDERLAYMENT HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION ANNUAL TEM
(MPH) WEATHERING TERMINATE DECAY TEMP. REQUIRED CLASSIFICATION ❑A - OO1 - 0_0_
45 PSF 130 B SEVERE 36" MODERATE SLIGHT TO 1 OF 1
TO HEAVY MODERATE 11 YES FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF R-3 31'-6 3/4" FIRST FL =1,315 SF TYPE V
FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF SECOND FL. =906 SF
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEF TABLE R 301.7
CORNER AND PARTITION POSTS DEFLECTION OF STRUCRURAL MEMBERS
PIPING — R 6 0 2.7. 2 STUCTURAL MEMBER ALLOWABLE
RAFTERS AND CEILING DEFLECTION
JOISTS OR APPROVED
ROOF TRUSS t6 IF= TOP PLATES RAFTERS W/ GREATER L/180Ali c I
SLOPES THAN J WMO TOP PLATES
SECOND STORY TOP PLATE- f MM TABLE 3.1 r^
TOP PLATE GYPSM BOARD INSTAL�E���IN FINISHED CEILING "i '
SEE DRILLING AND STUD INTERIOR WALLS AA DRS H 180 _
JOIST IS PERMITTED TO
NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH PARTITIONS /
BE CUT OR NOTCHED
FLOORS AND PLASTERED L/360 STUD
FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS
SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS MEMEBERS OF STUD DEPTH
WFCM SECTION 3.3.1.1.1 OF STUD DEPTH —
0
/ / WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8 MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/3so
1 3 SPAN 1 3 SPA NSTALLED IN ACCORDANCE / ' EXTCWALLISI WIND LOADS L 240 5/8" MIN. TO EDGE
d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 /
o T ALL PANEL EDGES) WITH BRITTLE(b) FlNISHES 5 8" MIN. TO EDGE —
8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L 240 /
FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLExIBLE a FINISHES / NOTCH MUST NOT EXCEED
—BAND JOIST ND BRIDGING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH
TOP PLATE ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the N
OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w
AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o
FARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE
WALL of the cantilever. DOUBLE AND NO MORE THAN TWO
CROSS SECTION OF CUT OR 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED
1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED v,
LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not z N
BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of O
OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall � N
JOIST
16d NAIL AT 24" O.C. (NSTALLED WITH WFCM TABLE03DANCE WFCM 2015 SB C HIGH WIND EDITION not exceed L/,2D TABLE R 301.22.21 WFCM 2015 SBC HIGH WIND EDITION w t
SILL PLATE ° SECTION C TI 0 N 3.4.3.1 .1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF
., SECTION 3.4.2.1 .1 FIGURE 3.3 A
CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD
OR BASEMENT SUBFLOOR FRAMING MEM ff RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS
FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS
SLAB—ON—GRADE FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD
FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2OBEARING WALLFOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 ,., 2x4 CONTINUOUS
LATERAL BRACE AT 6 O.C. � N
NON—BEARING WALLS: R602.6 (1 ) & (2) FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2)TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W
WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE
2-10d NAILS o
(n (v
FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST
FASTENER SPACING (inches) SEE STUD TO RAFTER z W
FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS
< 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING -' T PINEC Q
TYPE - < 6 FEET < 8 FEET 1/2' SPACING—� ENDWALL A A ROQU RED RS Q� 0 U
ALLOWS E CH SIDE 10-8d
NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS 0
ANCHOR WITH 2" EMBEDMENT HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. J _j
LENGHT DOUBLE A A WA STUDS I— Q
STUD (MIN.) CORNER STUD NOTE: 2%4" BLOCK NAILED TO EACH
Ar HARDWARE ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS
NO. 10 WOOD SCREW 16" 12" 9" HOIDoowN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND z
ANCHOR WITH 2 EMBEDMENT (HDU) ° CONN CTO iS N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD Q W
LENGHT ° ° NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT
o ° CONNECTION AT EA H SIDE CO EC R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. z
° 2-1sa COMMON FOUNDATION. R uIR BOTTOM OF CRIPPLES 20 GAUGE STRAP LL.I �_
1/4" LAG SCREW BASED ANCHOR " ° ° NAILS AT 6"O.C. FLOOR BRACING AT END BAYS 10-8d NAILS (n
WITH 2 EMBEDMENT 16 16 16 SIDE WALL END WALL TYPICAL FRAMING AND UPLIFT o W
LENGHT (WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS gd NAIL AT 4" ry
SUBFLOOR
0 C. ENDWALL STUDS
o. THIS TABLE BASED ON 180 MPH WIND SPEED'S AND A 33 FOOT MEAN ROOF HEIGHT. '
I I FACE OF FOOTING CEILING BRACING GABLE ENDWALL
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST W00� 0- 12" MAX. (WFCM FIGURE 11 )
c. ANCHORS SHALL PENETRATE: THROUGH THE EXTERIOR WALL COVERING WITH AN N NAILS BASED ON
`�'
EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , o SHEAR WALL REQUIREMENTS,L
FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. CD
d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING �' ° TOP PLATE o H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP C14
VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N
LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4�' o
WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° EXC ED 15 FT. AX. EXxCEED 40 FT. MA 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP
HOLDDOWN CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW
(HDU) ° ° ° CONNECTED r0 BASED ON SHEARWALL REQUIREMENTS w
ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " �'
°
0
20 GA. STRAP— sNp M( ,N) PREFERRED METHOD Q w
1 WIDE MIN. AT HARDWARE RAFTER
4 HOLD DOWN 8d NAIL AT 12 O.C. ON
W/(8) 8d NAILS ALL FRAMING MEMBERS
EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM
16d NAIL AT � �1-+ M
FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL C
CONNECTION o TABLE R301 . 5 NOTES 0
FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N.
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING
EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O M
O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO EDGES S NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND
NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO
S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR g—gd TTO O STUD RAFTER 985 LB
BC11ER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) --
CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 >_
A 3 5— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z
1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD A D
CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. o
3 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � a
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND
NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD AC11NG OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn w
3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES.
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIC WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ( Q
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 V
NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR l_
WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50
®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE
HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED
�I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o
NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m
® (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0
HIGH WIND EDITION) LOAD REQUIREMENT. 0 z a
g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40
® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
AT PANEL EDGES AND �) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE
2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS
MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
0
MET:
� EXTERIOR CORNER FRAMING 1. THE ATTIC AREA
S ACCESSIBLE BY A U STAIRWAY
FRAMED OPENING ACCORDANCE WITHsECTTON 07AIND AY
3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
Simpson Strong— Tie 2:12.
HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
I
(TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC
published by The American Forest and Paper Association. Non- Structural elements f
NAILING SCHEDULE N ON R SI ( R & R A GENERAL NOTES: �'` ' rt<'.
MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE.
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state,
RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances
NUMBER OF NAILS P 9 9
JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 havingjurisdiction and best standards of construction
COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir 2 or better i
LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 g g # practice.
4-8d PER RAFTER STUD Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply .
PP Y
RAFTER TO TOP PLATE TOE-NAILED / 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project.
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE P P 1
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any
3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
CEILING JOIST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. Z
6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p
COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _
BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period
Glazing-Section R308 of one year form the date of the final Certificate of Occupancy.
TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o
WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety -
Means of egress-Section R311 precautions and programs in connection with the work, and he
TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v
Ramps-Section R311.6 the work in accordance with the construction documents. The
TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by
Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w
STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o
Smoke Alarms-Section R314 consent of the Architect.
HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous
Foam plastic-Section R316 insurance coverage statutory policies Worker
TOP OR BOTTOM PLATE TO STUD END--NAILED 2-16d PER 2X4 STUD 9 Y P (
( ) Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not U)
3-16d PER 2X6 STUD Insulation-Section R316 Z N
4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317
less than $ 5 million and automobile liability and damage o \ N N
coverage not less than S 2 million. The Architect shall be in
Moisture Vapor Retarders-Section R318 N
FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > c�
Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � (0 0')FLOOR FRAMING
Site Address-Section R319 insulation at all perimeter sills.
Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized
JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted.
2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed
BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code.
BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated
Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code.
LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor
JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind.
found upon excavation, 11. All electrical work to be in accordance to the rules and O
BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is ^I
to be presented to the Owner at the completion of the job. ` V
BAND JOIST TO SILL OR TOP PLATE TOE:-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes
5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. Li I O
BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END " 13. Do not scale drawings. Use figure dimensions only. ^t
8 poured concrete foundation wall, 8-0 high, 3000 # test 14. All work to conform to the rules and regulations of the New York ` V
ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double
16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores.
STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlom Girder or 3 1 2"x11 7 8" Power Beam g W
/ / ( / / ) 15. The insulation protection as indicated on these plans exceeds z
" " 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier Q
GABLE ENDWALL RAKE OR RAKE TRUSS 'W 0 GABLE OVERHANG 8d 6 EDGE / 6 FIELD P # P the Codes minimum standards.
Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and j
GABLE ENDWALL RAKE OR RAKE TRUSS Wl STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"00"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > O
" " CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT " which they made is executed or not. They may not be used Q
GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4 /EDGE 4 FIELD Deck and porch flootings as noted, 3000# test, 48 minimum buried depth on any other project except by written authorization of the Architect. � r 1
CEILING SHEATING 17. Architect has not been retained for site supervision, on-site lJ
0
Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q
GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department.
WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing O J
Pour no concrete on frozen ground or in freezing water.
> 8d 6" EDGE 12" FIELD Provide 3 1/2' steel lally columns. �-- Q
STRUCTURAL PANELS STUDS SPACED OF TO 16 OC / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS
strength and has been anchored to the floor above, or has been sufficiently
braced to prevent damage by the Backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS
Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND
Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT ifl W
Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02
GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z Q
ANCHOR BOLTS IN FOUNDATION USE: w
Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie
3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING
Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2.X6
Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: W
2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER QAML
Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2"
N Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END
FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: NOTE:
WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C.
STRUCTURAL PANELS
1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
Overhangs as noted.
8d 6" EDGE 12" FIELD Vinyl vented soffits. " "
1' OR LESS RIM JOIST TO STUD CONNECTION USE: MEMBER WITIH 2-1 2 X 5 LAG
Alluminum gutters and leaders. Siding: see Elevations. „
10d 6" EDGE 6" FIELD T ek housewra MTS 36, 16 O.C. »
GREATER THAN 1" / Y� P• BOLTS AT 1 Ci ON CENTER
1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END
2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:
1/2" Gypsum wall board MSTA 36, 16 O.C.
USE (4)-8d NAILS AT EACH END N
5/8"Type X GWB in garage. (2) layers J" GWB at fire partition Simpson Strong Tie N
1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: 0
At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- N
of section R310. USE 8 16d NAILS AT EACH END (-
Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST a-
SIMPSON STRONG TIE 4-10d x 1 12 U tUJ
o- figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER "
Follow exterior corner framing detail figure R602.10.5 /
1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE:
�� Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST
16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z
Underloyment application Section R905.2.7. nailin see table 3.8 DECK POST TO GIRDER CONNECTION USE: �
NAILS AT EACH STUD SIMPSON PP ( ) 9 PC44 FOR EACH POST Q
rr SIMPSON H-8 USE W/ONLY 5 " �� For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o' .�
MIN OVERLAP IS 12 /a ANCHOR BOLT (14 ) percent slope), Li-
5-
8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
4- 8D TO PLATE PLATE IN BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST
(EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment e•, U210 2X6
(SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
ATTACH T of P,e AT EACH DECK/PORCH JOIST
ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) •�
SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 •ham
Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE:
1 HDU „ overlapping H2.5A AT EACH ROOF RAFTER CZ
(14) SDS Y X 3 WOOD SCREWS a successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/2
7„ MIN EMBEDMENT o e For roof slopes of four 4 units vertical in 12 units. N
(SEE FOUNDATION PLANS A-3.1 AND TYPICAL PORCH DECK LEDGER Ice Ice Protection Section R905.1.2
•n A-3.2 FOR LOCATION) ( ) CONNECTIONS
°.A . °' ' '' LE STUD)(MINIMUM DOUB Underlayment in High wind (Section R905.1.1) O
'D°p °• eD • ;° Flashing Section R905.2.8 STU Y2 BEARING PLATE -"
SIMSON STRONG - TIE 9 ( )
• D n n Chimney and firespaces - Chapter 10
1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report
�QQ o• ° ' D " USE 4-8D NAILS EACH STUD P DOUBLE 2X MIN.
• D n a, Mechanical - Chapter 12
D 4, ° ° D' �� D ° General Mechanical System - Chapter 13 FOR HEADER OR
° ^ ° °• •D D D D D D �D •
Heaitng and cooling equipment - Chapter 14 BEAM
e e •s °•ed � e °41 Exhaust Sustem - Chapter 15 >-
° ;A• °D,°• a °•• D D Duct System - Chapter 16 •� z
. S . °•° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _
D D D• D C. D ,,,D DA F-
°` 4 °•^ a „°.'44 c Plumbing an Part Vij - Chapter 18 AT EACH POST o
: 7t'A 71,AAa , ° . SSP
SEE PLAN
1 3/4" hill IMUM ,° °.°4 , n Flood Zone - 301.2.4 r n
as D V♦ UU
w
EDGE DISTANCE �•• 9 HEADER
LSTA21
D Simpson Strong-Tie I
FLOOR TO FLOOR KING STUDS CS20 1%" COILED Y2° THREADED ROD L U
CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2
JACK STUDS OVERLAP AT EACH CZ L
SIMPSON STRONG - TIE STUD o
SIMPSON STRONG-TIE
1 1/4" COIL STRAP - 42"MINIMUM CNW NUT COUPLER
H2A o
16" O.C. USE 4-8D SIDECOVER U l�
AT EACH ROOF
NAILS AT EACH STUD RAFTER USE 8-16D
MIN OVERLAP IS 12" JACK 0 SI L I :. MIN EDGE
NAILS AT EACH END, ®® b DISTANCE*
_ o ,
12" MIN OVERLAP PER RT2.5 --
• d:, o " SHEET NO.
COMPONENT � �� :' ••
STHD8 ^ � •• MIN EDGE
STUD TO ROOF RAFTER �'" :'g:••
FLOOR TO FLOOR Simpson Strong-Tie • '• DISTANCE*
WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR CONNECTIONS. AB
*NOTE: SEE MANUFACTURERS
MIN. OVERLAP IS 12" AT EACH POST FOOTING MINIMUM
INSTALLATIONDISTANCE CHART FOR
FRAMED OPENING EXTERIOR WALL
SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION
RIM JOIST TO STUD CONNECTION
WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS