HomeMy WebLinkAbout50459-Z s so.ssons
5D S-
SITE LAYOUT NOTES: 51TE PLAN HATCH KEY:
I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS PROPOSED BUILDING ADDITION Q V
SUBJECT TO VERIFICATION BY A LICENSED F.
SURVEYOR. THE INFORMATION g
REPRESENTED ON THIS SITE PLAN IS TO THE ® PROPOSED ACCESSORY STRUCTURE . '� S + EP"D Wil E 1 W Z N
W / �
ARCHITECTS BEST OF KNOWLEDGE. , J
PROPOSED 2ND STORY ,a . - W
,L/
2, SURVEY INFORMATION WA5 OBTAINED Q W }
FROM A SURVEY DATED AUGUST 24, 2020
AND PREPARED BY: Z
JOHN C. EHLERS 0 � },
Z
6 EAST MAIN STREET � J
631-36Q 8288 RIVERHEAD, NY 11101 F R O J E� S�O F E : • O M O
FACE KEY • d li C)
554030'00"W l
PROPERTY LINE �-OO PROJECT LOCATION & SCOPE I � m
fi ROFOS,ED NEW WOOD EXTERIOR FRONT DECK SITE PLAN & ZONING DATA p
FEMA MAP
EXISTING REAR DECK ROOF REMOVED zQ W
- - PROP05ED NEW GABLE ROOF ABOVE EXISTING REAR DECK
—� —®®� ,QQ GENERAL NOTES
U STRUCTURAL DESIGN CHARTS Z
EXIST. HEDGE I O
0�E�T DATA : Q z
(5-0O j ,Q I HOLDOWN, ANCHOR BOLT, it J Cv
� MAP OF PEGONIG SHORES � W �
EXIST. DRIVEWAY LOT 22 23 I STRAPPING, & NAILING DETAILS N = �
SUFEOLK COUNTY TAX PROJECT 1 ZONING DATA FASTENING SCHEDULE
#1000-6-1-2-12 ,o
LOT AREA: 11,151.cf TAX MAP # l000-067-o2-Io (5-00-4 ® FRAMING GRAPHICS
ZONING DISTRICT R-40 BEAM CONNECTION PATTERNS
LOT AREA 0.3 ACRES FIREBLOCKING DETAILS
c VARIANCE APPROVAL APPROVED CASE# 752cl I OO.O ~
1 DEMOLITION PLANS v
FEMA FLOOD ZONE AE/ Cl F_
35 RE,4R SETBACK = J
— — -- U _j
I
1 umi HABITABLE SPACE EXISTING PROPOSEDPROPOSED Q
ON PLAN
m f — BASEMENT AREA 316A S.F. 316A S.F. PROPOSED FIRST PLAN
0 �.
U) FIRST FLOOR AREA 1,225.7 1,225.-7 5.F. PROPOSED ROOF PLAN
3 � d
�C M I TOTAL BEDROOM COUNT 3 3 A-20 I •0I PROPOSED EXTERIOR ELEVATIONS
r � I �
DESIGN DETAILS
� � LOT COVERAGE
O 1 �% MODIFIED � EXIST. I � LOT
N jCOVERED WD.� DESCRIPTION (FOOTPRINT) AREA COVERAGE
DECK ND. f
TOTAL LOT AREA 11,751.a S.F.
35, — I EXISTING BUILDING 1,333.a S.F. 11.4% 0
EXIST. I STRY WD. FRONT EXISTINS VC. DECK 411.a S.F. 3.5%
FRAME DhIELL I NC i SETBACK a
1 (� BEDROOMS PROPOSED VC. DECK ADDITION 555.0 S.F. 2.0196 z
TOTAL AREA OF ALL STRU07URF-5 2050b S.F. 17.1% Gz'
U I "MAXIMUM LOT COVERAGE ALLOWED - 209b
0
EXIST.
LU
PROP05ED WD.� g
DECK a
PATIO
28.8' 246' — I REQUIRED SETBACKS - MAIN BUILDING U.
9 — �
Y
1 Y ABOVE REQUIRED EXIST. PROPOSED COMPLIES o
O
m N54°50'00"E I Op SOUND AVE. (FRONT) 55.0' 11.8' 11.8' YES* z
PROPERTY LINE O MILL ROAD (FRONT) 55.0' 17.0' 17.0' YES* E N
U LU
SIDE YARDS 10.0' 55.8' 24.6' YES
I
REAR YARD 55.0' 54.0' 53.6' YES
N
" ZONING BOARD AREA VARIANCE APPROVED LLj
S O U N D A E N U E o 0
PROJECT:
MESKOURIS
517E FLAN DECK
SCALE: 1'-0" = 101-1
3745 MILL LANE
PECONIC, NY 11958
t i'' :r d #A (sd�",{?E� °•C °" ,, .:'�+ r`fsy�:,J-i t>n'f's
L� , �*,1 ZON�E�VEt �k�r'- PANEL 0161H DRAWING TITLE:
"N✓jt{ i +E�£L1'`" C' ,pt"^:
FIRM .°,...,.�,....,....., PROJECT LOCATION & SCOPE
fa ,'�'} atr!'' rat,tr A 4. z Z)t 4K'. r• ;,i++>;{� f 7, `^� . ,: ,...,,,,..,�,,,,—o,.M .• .,,, ,.,..,e...q_�x _ m,m«,,,•9...,..,ter,.«,
yr., t�Y j" a�F t, �r, -I'•.I-•, <. ��r�
ov' s' 4t `- K11x{+taV k' „ i a FLOOD INSURANCE RATE MAP 't?nS'. SITE PLAN & ZONING DATA
;�% FEMA MAP
for SUFFOLK COUNTY,NEW YORK
E3VEp ZONE AE ® (ALL JURISDICTIONS) _ Li1�
' y - ( "y OYHERWISE P,R0T,*CTED AR,EiA'�\ \ rJ Y`' (EL 12) m ,,,�f`, I d<'.•
�'' .,< {• ;� \\\�EABLISHED;.11T36,.1991,�f\ ,p�•q\R,w L r, CONTAINS: ` 'I
SEE CBRS•L'EGEND v C Or� ,�
C.i ( \ +,, r)i \ � fir. d ?. LIMIT OF MODERATE m
PAGE:
\") t. "'" WAVEACTION
�•�. � � , ,, I s�`i a x• � , \ � �a.w .�� �'<�.,.� � \ \ ''�"•.'\ > \,.� . v ' COMMUNITY NUMBER I I I
s, \ ., CAI
�yti ZONE�,VE.\,v. \,.\ \ l;«t\`.q\-\,"\l \ \ \ \ s oau„ SUBJECT �RO�ERTY
i �. r \ , ,�EL�„)� , 5iniett \ \ \ \ \ \ \ \ \ .as N SOUTHOLD TOWN OF 360813M
t , . , .`\ \ \ \•. v C \ t : \ I \ \ ZONEAE
®®
-� - • � T \. ,�� i f\ '\\'\ \ y�'`7"" '�i���1 \ w�i.'\ ELB i � .._,. ...
��--`
` `� ; 'k +p( t x�b )p t { I � \ \ \ \ \ :6-a:�'��,'�"�"♦ \ �\ �` \ \ \ a �I x ;-"'i .'•"d�l:'.. \(/ .� Y I �
41
i!i I 1'
roF
4 Lam;OF,I-MO DERA)TEl• ' �`y ••�1:a.,S�•t, \ \\S\\,\v \ \ �\ \ �� THIS MAP INCLUDES BOU NDPR ES OF THE COASTAL BP,RRIER
'+;;�'• ,C g Ti a.gt I[;F „ . 1" t -Q 1 �i pWAV"'E77ACTIONa ,,14° 1f� \ \ \ \ \ \ \ \ ` RESOURCES SYSTEM ESTABLISHED UNDER THE COASTAL , 4„ ..d "4.S .. r�
Vr r•.r qx t;A x- arl-,t�.' ,a?rwrr<, n _;!` •z'�i. +r e, \�.,\ \ ` 1
_•S'' !` t,( , «r ;3„ {' s } • .� ': n �: g \ \ \ \ \ �• LIMIT OF MODERATE BARRIER RESOURCES ACT OF 7982 AND/OR SUBSEQUENT G _ n 5�
)a '( ` ,.�' \ ENABUNG LEGISLATION I, I ,��, ),) 4 10/7/21 1 OF 7
.� \ \ \ �. o u"� e � r �u fl o� (( t 2 �,�� DATE:
t t �.. 1 .'.��� •, \ \ \ \ZONEAE \ \ . WAVEACTION V 1
/ /• �� �� . � '� - '� �, PANEL 1610E 1026 '
�'.,'-�i' * '� R .3r � �.'s C3«,r. ��.".t�✓,as.�r�j,•-..[a� .-a; •x"+.R ,• F:�;1�C.,; «y' •\ \ i \ \ \ \ \� ® ''i � i
it >s" + ;- f q,, ,# •. �,N �: \.\ \ \ MAP
�'c�- 5,F F ����-3 Lc1eTN�K `�'J "�63x' •:' �«~1 Iwr�•�n•.' t. ,,°' .� ...... \ � \,\ \ \ \
R'.. ,i (SEE MAP INDEX FOR FIRM PANEL LAYOUT ! •e-.,(i•+ 'S* k.
g t ZONE,X r ! \
TSlARE } f ��5. � 9 ,5N" f `„ 1e 'il:sl S?:J{ su AZONE,X' A x•nsti a \�\ \ \ ®
A `q•
HCRE�LINE '` d+'1', " r ,•.;i /��. 't S+',t - _+*�gt .,,da•• a�g'` _J,;',, '••, Notice to User. The Map Number shown below should be
a-lc''A.;�•h„ ',- •.i ,ill. G ends` r�"',."v 'k'; i,o�, ,,,zF. M; i I" V,.,,\ a .y,,P� .,., 1. \ placing P Community �.,�,•
t I s » G \ used when laeln ma orders;the Communl Number '
ZONEAE r `
'#,, py v L ,• �, .�y.F' M �. "'�; l �r+ '+�!s•.�, -•a \ \ \ shown above should be used on insurance applications for the ,.
3 r' q t +'4 ..,,. 1^ ^«s'� id P..tx". ,d,rd a+.F'k.ad`•!n.;' �.«,i.r s`Sr�.• ."'••!,ye,'",.- g 1°� �ai '�X;EL r»,,t,:
e'p• .`l,.•r N •'p' �_a* +e '\'I subled community. s'` . f
i. �-`+" '�P'' .f €'"•` -'.z: ''V:iMPµsr, A
MAP NUMBER
y \ \ ARP 1 /^�
,Jx - t '/'�� t f I � r' - r>✓ •! a -.. 'i�G F.y\ .€i. , \ . \ 0e
.� +' a �'+ ,'f� A i` �s ` fir• 3,1 ...�;.•5s`'�A`M` �l 7'?yF,�yROO�ZONE`JE+4 \� �. ��^, T 36103CO161 H
�� f7,� + �J t r... • ,�". .'*MK § ,e", Y "a"0'.• r .S„ 6 ;"! •r'=y' P��P r•.! ti x _ � !�_' "I' ,,n
-ZONE MAP REVISED
"'.' SEPTEMBER 25,2009
ZONE-X
.,a.ns«.sra-;/'y � ; . `?NB�uF � '�• �Y� j�� {�'+FNR"fp>Y,`h', ',tyr'� � - ' ,� �i: - •Vx;
.* ."-"` :� e•; fA Federal Emergency NianagementAgency
LOCATION MAP
FEMA FIRM MAP OF �/25/O1f - ZONE AE / EL cl SCALE: NT5
SCALE: NT5
HOLDONN DETAILS ��f=lGAIAAILINO TRA M O REO R M NT FOR FAST— a 0
ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.s;MANUFACTURER Ufi�L I FT, SHEAR, $ LATERAL Val I ND RCS I STANGE
NOTE: THIS SCHEDULED ES NOT NIC DE NAILISrHEDNO FOR METAL FRAMING STRAPS p
SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENT5, Lu
Z O
CN
AND ROUGH OPENING FRAMING REQUIREMENTS) J r-I
"ALL STRAPPING TO BE V4"x 20 OAUOE** -- "SIMP5ON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �j Tq
FUSE I06 NAILS IF STRAPPING 15 OVER PLYWOOD; TYR FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q Lu
Ilx c Z
FASTENER SPEC. FASTENER
HOLDONN 'A' HOLDONN 'B' DE5GRIPTION O ` cn
GONNEGTION A NA I L I NO OR ID AND QUANTITY 5PACINO -J = z
FOR NEW # EXIST. P-� .i
FOUNDATIONS AT RAFTER TO RI DO E `ry ROOF GE I L I NO FRAMING o a) O
CONNECTION: 1.DIM's ARE ALL MIN. #'s BASED ON USE OF ONLY A Ibd O O
ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER a Lo =
(3) 2x FULL (3) 2x FULL 2„ �, d' m
CORNER STUD 2.WOOD 15 ASSUMED TO BE D,F,•2 d BTR. IN DRY USE
HEIGHT STUD-,,,,,, HEIGHT STUD CONNECTED TO - FOR STRAP - 3 b d* COMMON R.R. 2 SERVICE
CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST Z
ONNEGTED TO ,i 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 Q
TRANSFER SHEAR "SIMPSON" HDOB \�Y • • • • • • • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP =
FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER.
HOLDOWN ANCHOR ® 2-I6d COMMON
2-I6d COMMON ROOF SPANS OF 24' OR GREATER,
LOCATIONS NOTED NAILS ® b O.G. b • • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP Q J
NAILS ® 6" O.G. d ON PLANS 10' O.G. IF BLOGKE USE 4 b d COMMON NAILS ® EA,
10" O.G. IF BLOCKED CORNER POST END END OF STRAP. �n • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO J_
CORNER POST G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A°10° AN6LE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE It
0t
THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) O
"SIMPSON" HM06 Z 0)
HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END J
LOCATIONS NOTED d OF 24" O.C., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS ! SPIKES d TABLE Y !'I O
ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END a Z 4
GONNEGTION BI 4 B2 AT RAFTER TO TOP PLATE TO STUD � 'J cV
CONNECTION: NAIL FRAMING N w T1
HOEDOWN INSTALLATION OPTIONS: .
FOR NEW P. GONG, FOUND.'s FOR STRAP - 3 b d* COMMON NAILS ® EA. 52..�'" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT 0 J O
HOLDONN CAST IN PLACE w/7/b"(P THREADED ROD o• • END OF STRAP. •
FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • •
s WHEN IN TOWN OF 15LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51D
7/b"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE• i GEOMETRY EXCEEDS THAT PERMITTED IN
CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� 51 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. W
ADHESIVE), $ FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE Lu
(HIGH STRENGTH ACRYLIC ADHESIVE) ` '"a.". HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES
FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILIN6 - 3 b d COMMON NAILS
FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN USE SAME . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD LLJ
CONNECTION • FOR G.J. TO R.R. - 9 I6 d COMMON NAILS
w/7/8"cP THREADED ROD �'"`"`~--.... •REQUIREMENTS FOR •-••-,....."•••,- BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 1� PER FOOT V
RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, ,r BLOCKING (FACE-NAIL) V J
APPLICABLE) FOR EA. PLATE TO STUD ABOVE s OR BELOW
HOLDONN 'G' HOLDONN D� 2 I6 d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING
Q
FOR NEW a EXIST. FOR NEWLY POURED CONNECTION GI G2 �
FOUNDATIONS JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST
FOUNDATION ® ONE STORY ONLY • �`
(3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END
HEIGHT STUD CORNER STUD
ONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END =i -"'""""""^
TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY
"SIMPSON" HDQS (5) 2x FULL '`� •
HOLDONN ANCHOR ® - 2-I6d COMMON HEIGHT STUD s'" : G2 """- -- TO STUD CONNECTION: BLOGKIN6 TO SILL or 3-I6d COMMON EACH BLOCK
LOCATIONS NOTED NAILS ® 6" O.G. E "��••. I ° TOP PLATE (TOE-NAIL)
ON PLANS C Q.G. IF BLOCKED G I FOR STRAP - 3 mod* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST \
CORNER POST ''i
NAILS ® EA. END OF STRAP
JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST
l' FOR EA. PLATE TO STUD ABOVE 8 OR
2-Ibd G MON BELOW - 2 16 d COMMON NAILS
NAILS ® " O.G. I I BAND J0157 TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST
BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT
u:
• O
ROOF SHEATH I NO
d J
STRUCTURAL PANELS: a
d INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD O
a "SIMPSON" ST D14R GONNEGTION DI I$ D2 SOLID PERIMETER EDGE ZONE g bd COMMON b" EDGE / b" FIELD
BLOCKING GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. z
HOEDOWN INSTALLATION OPTIONS:
® EA.BAY
UP TO Q" RAKE OVERHANG
FOR NEW P. GONG. FOUN:7_'s ...-••-""'"• H
HOLDONN CAST IN PLACE w/7/b"(P THREADED ROD -"" •
AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO o
FOR EXIST. P. GONG. OR NEWLY GURRED FOUNO.'s • Lu
7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO FROM PLATE(5) CONNECTION: D2
ADHESIVE), b FOR 'SON" SET (HIGH STRENGTH EPDXY FROM
MIN. IL
CONCRETE w/ "SIMF
""" "-""'"""' 5d COOLERS 7" EDGE / 10" FIELD a
TEMP.'S D°F-40°F USE "SIMPSON" AT GYPSUM WALLBOARD
(HIGH STRENGTH A(',RYLIG ADHESIVE) ONE #4 REBAR CORNER 4-4 ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. w
• END OF STRAP (WRAP STRAP UNDER SILL PL) U.
SPECIFIED ON D I ° V NALL SHEATH I NO o
FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE
FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN FOR EA. PLATE TO STUD ABOVE 8 OR BELOW -° °
I
w/7/8"0 THREADED ROD _ 2 16 d COMMON NAILS Y STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIEL� W
d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N
FLOOR CONNECTION w/ # LPT4 SIMP50N (OR --..- - STRAP w/(39
NA I L I NO/5TRAFF I NO Jul NDOV�/DOOR HEADER `' STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES --- �"""- � .. OF EA.STRAP TO END 2 �
EA.JOIST-(FOR FLOOR SHEATH I NO (5UBFLOOR) 2 n
NOTATION: ALTERNATE USE
51MPSON H2.5A) (Oj
A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 5.7,P. Ibq);WHEN 57RAPP NG CONNECTION E STRUCTURAL PANELS:
REQUIRES OVER 14 NAILS,USE SIMPSON OS16 STRAPPING (OR EQUAL). - - »-"" " I" or LESS: ad COMMON b" EDGE / 12" FIEL
J B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.255, P. ql) „.---- • GREATER THAN I": 10d COMMON b" EDGE / 12" FIELD
C - NUMBER OF FULL HE16HT KING STUDS® EA. SIDE OF HEADER(201b WFGM,TABLE 3.25C, P. 2cf ; •
"".. - \
ALTERNATE AS PER TABLE 3.25D,P. 2c15) �" '"" 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. O
D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE t- O
A AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q
(2015 WFGM, TABLE 3,7,P. Ibq) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER o 0
C E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2016 WFGM, TABLE 3.22F, P. b) e a SHEAR CAPACITIES, NAILING REOUIREMEN75 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR
E (3-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2015 WFGM, TABLE 5.22F,P. 2 b) a d a <d SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH.
B F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. IDE a a d a s _ PROJECT:
WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
E— (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5b,P. Iql) ""- a FOR STRAP - 3 b d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED To BE REDUCED TO I-IbD NAIL PER FOOT.
END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, ENGIRDING 4' ON EACH ES KO U R IS
FASTENING SCHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE
F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS a d` a d o
(IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) $a FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. DECK
I6 d COMMON NAILS
A SIONAOEF -7 _FOR TRUSS TYPE, PRE-ENOINEERED
NOTATION
ROUGH11 t'` B G D (2 PLY (3 PLY F
HOOD, AND/OR TIMBER GON5TRUGTION
OPENING HDR1 HDR) THE FOLLOWING SIGNAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 3745 MILL LANE
2'-O" 2 I I 2 I I 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE PECONIC, NY 11958
RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR
4'-0" 5 1 2 5 1 1 3 Sfi=L_ G I NO 01= TOE' fi�LAT OABLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE
BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE:
* - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 4 I 3 4 I I 4 -
FOR RAKES 12" OR
TOP PLATE BLOCKING 2 OLDOWN ANCHOR BOLT
LESS PROVIDE > >
b'-o" 6 2 5 5 1 1 5 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING m 12" O.G. CONSTRUCTION TYPE DF-51ONA71ON SHALL '
LENGTH FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES B4G - 4'-0° O.G. TO AGHEIVE RAKE O.H. BE "I" "11" "III", "IV", OR "V" TO INDICATE STRAPPING & NAILING DETAILS
"1 2 4 6 2 I I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF
THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE
THE STRUCTURE UNDER SECTION II OF
12'_0" b 2 5 8 2 I 8 BUILDING MINIMUM SPLICE'"14 BUILDING MINIMUM SPLICE"'� THE NYS BG.
u DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.)
TYP. STRAP w/(5) PAGE:
ad NAILS EA. END DESIGNATION FOR STRUCTURAL
3'-O" OF EA. STRAP 100 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE,
4-O'
ATTIC CONSTRUCTION AS OLDLOW5 TIMBER G-003m0l
ANG�fOR BOLT Si= EG F I GAT I ONS � ,, � .�:,
5-O `
F = FLOOR FRAMING, INGLUDIN5
V' 12" 11 BACK ®4'0"O.0 _ "R" = ROOF F RAM I NO MS
SPECIFICATION (2016 WFGM TABLES 3.2A 8 3.2B, P. 157-I60) 24-O 6'-O
CORNER - "FR" FLOOR 4 ROOF FRAMING DATE: 10/7/21 3 OF 7
311" -
GONDITION FOR ALL STRUCTURES:
• • 5/5"0 ANCHOR BOLTS ® 3a" O.G.
52'-0"
SECOND FLOOR
n P 1.TABULATED SPLICE ENSTHS ASSUME TOP PLATE-TO-TOP PLATE
SE
NOTES L L
• CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE
LENGTHS,THE NAIL SPAGINS SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'-O" 40'-0" I'-O"
I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS x�a; / :•'
• PROVIDE AN EQUIVALENT NUMBER OF NAILS t,,- a •,
w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0' O.C. �+
END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-0"/I2'-6" 50'-0" 13'-0" '
CONDITION IN EXPOSURE B TYP. STRAP w/(3) STROKE ,
TOP TWO COURSES SOLID ad NAILS EA. END
B.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 60-O 12 O /15 O 60-O I6 O OF EA. STRAP
2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT
LATERAL LOADS SHALL BE MULTIPLIED BY H/b; „ FIRST FLOOR
PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 'f0-O 14-O 70-O Iq-O 1` '
NOTED MIN.SPLICE LENSTH BY THE FOLLOWING FACTOR a
t, 1
" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 1
3. ANCHOR BOLTS ARE TO BE BETWEEN 6 8 12 60-O I-"-Oil b0-O 22-0
FROM END5 AND CORNERS (TWO ® CORNERS) W WALL - 1.125 REFLECTIVE REFLECTIVE
(SEE DIAGRAM TO LEFT) 1O'WALL - 1.25 BLOCKING 2 BAYS
11'WALL - 1.575 THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. RED PANTONE WHITE
4. ORDINATE w/ HO OWN LOCATIONS 12' L - I.s FOR to'-o" WAL #167
4.TOP A SHALL BE A MINI O TU0 GRADE MA IAL
M I SGEL ANEOUS FRVMINr, CRAP GS NZGONTI NI BUILT-UP C I RDERS 3 OR MO E supPOR S a,
(THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A R BLOCKI I�tr/ FOR �ATFORM 1 'lOOD FRAMING a. c �
WORKING KNOWLEDGE OF THE: AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN 5CHEDULE Q 0
AN'D ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETHEEN 1/6
ASSEMBLY REQUIRE14ENTS: (FOR ENO INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) W ' z o
t 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED
CONNECTION w (V
PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J
BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES T 1
NON-LOAD BEAR'I NO WALL OFFSET FROM SUPPORT — —�I MAX.g�" LOCATED BETWEEN ENE SIXTH AND ONE QUARTER
AS FIRE-STOPPING. Q `W
A (2)ROWS IOd NAILS m 12"O.G. THE SPAN LENGTH F?OM AN INTERMEDIATE };
STUD SUPPORT. NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T z
STUDS B (5)ROWS IOd NAILS o 12"O.G. SERVES AS FIRESLOPPING. F—
SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE
SUBFLOOR c (2)Rows I/2' m BOLTS m 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O
il DBL.m EN05 TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. "J = }
SOLE PLATE BUILT UP 61RDER P MAX.52" F— J
NAILING:
D (2)Rows 1/2" m BOLTS• 16"O.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ~ Ln
SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE � � 0
SIDE WITH IOd NAILS, TWO NEAR EACH END OF J015T SERVES AS FIRESTOPPIN6.
E (2)ROWS I/2" m BOLTS® 24'O.C. _ _ _ EACH PIECE, OTHERS STAGGERED WITH A DISTANCE a. Lo Ix
BETWEEN I/b tj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING
F (2)ROWS ON(1)SIDE
OF ME SGRF�^15 m 12"O.G. a 1/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL.
SCREWED ON(i)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ z
(2)ROWS 3 . P
IS ON(I)SIDE OF MEMBER-3/8"TRUSSLOGK SCREWS• Ib"O.G SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0
JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = `
H (2)Rows 3-3/8"TRUSSLOGK SCREWS m 24"o.c. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. � �
JOIST SCREWED ON(1)SIDE OF MEMBER
MAXIMUM OFFSET l THREE-PIECE
(2)Rows 5"TRU55LOGK SCREWS o 12"O.G. 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND z J
J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d a
JOIST DEPTH,d '• SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS
MATCHED SIZE OF BLOCKING -- - ---- - P NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. J 00
FIRESTOPPIN6 AND K (2)ROHS 5"TRUSSLOCK SCREWS m Ib"O.G. 4
UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER 1 PIECE, INCLUDING IN-ERMIDIATE JOINTS, AND w/ THE > 0
PARTITIONS ® 52" O.G. BLOCKING 5TUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. z CD
(2)ROWS 5"TRUSSLOGK SCREWS• 24"O.G. BETWEEN I/b i
DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. _ 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL � r-I 0
p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO z ,
CANTILEVERED FLOOR CE I L INO BRAG I NO IBEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPING. Q z 4
GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N
i CONNECTION PATTERN B WHEN IO OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL- W (0
STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL
OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH
BFLOOR SOLE PLATE LATE CONTINUOUS 6ABL�SS MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 Q
BAND LATERAL BRACE® b' O.G. BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING J 0
LO
AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE
JOIST 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED
G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL
/� LOADED
�( I J ! PLATFORM FRAME CONSTRUCTION SHRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON
NA L I I `lO FA77ERNS F®R SIDE LOADED BEAT - IS (Ic " FLUSH SEAM5> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE
i AI ad -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRE5TOPPIN6. LJ.1 `
NAILS
FIRE- FIRE_ WOOD FIRESTOPPIN& FIRESTOPPIN5
FASTENING RECOMMENDATIONS FOR SIDE-LOADED STOPPING STOPPING FIRE- FIRE- 1
,\ SOLE
0
STOPPING STOPPING
MULTIPLE-PIECE MEMBERS W
JOIST N * 5d COOLER NAILS® 10" O.G.
NAILED BOLTED = J
2"x4" BLOCK NAILED TO EA. BRACE
f- BLOCKING 2 ROWS 16d 5P,01451611 2 ROY:)5" 2 RCHS)V 2 ROWS)V' VERTICAL V J
w/(4) IOd NAILS COMMON COMMON BOLTS 24" BOLTS BOLTS FIRESTOFPIN6 WHEN
20 O. STRAP •12"O.C., 10 12'O.C.' O-G•sT O 12"O.G. O 6"O.G. COVERING IS APPLIED
STUD g TO UNDERSIDE OF
GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS fl
DOUBLE PLATE * 5d COOLER NAILS® 10" O.C. (10)ad NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 �
NOTE_ ENDWALL STUDS AS NOTED IN NOTES 7 4 8 °
JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° 5ru NONCOMBUSTIBLE ALTERNATE
OVER STUDS, UNLESS TOP PLATE 15 4" ® EDGE/12"m FIELD FULLY BLOCKED SOLE FIREsroPPIN6 of ISITIRDER
DESIGNED TO CARRY THE LOAD SCREWS#b - ty4" TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 WOOD FIRESTOPPIN6
2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA&SERED TWO ROWS b"O.G. FIRE5TOPPINS LOCATION 5 LOCATION b
FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL �,aljl
INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O O
OVERLAID ROOF 5.STASSER EACH ROW OF FASTENERS BY 12'. 011llj O C O O O O
ATTACHMENT VALLEY 2"SPACE T
4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN6 IS FROM EACH SIDE. IPII j TO E FILLED \ ® NONCOMBUSTIBLE FIRESTOPPINS
V FIRESTOPPIN6 \ AFFROX.I INCH THICK \
S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO
BOTH SIDE OF THE MEMBER
6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED �R
FOR 4"O.G.NAIL SPACING. LOCATION '7
STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS:
Zz
STRAPPING H/ FIRESTOPPING
-1.2 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS
4 ad NAILS LOCATION b LOCATION a
® EA. END® R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.CJ FOR DEPTHS OF 14",16"f W. LOCATION 10
FULL WIDTH
2">C BLOCKIN6 i 0 0 F- O
v O
N CONSTRUCTION DETA I LS Jul ND LOAD FA7H GONNEGTI ON DETA I LS
TOP PLATE DRILL 2"0 INTO ROOF O
DECK FOR STRAPPING INSTL.
W
I NTERSEGTI ON DETAIL EXIST.OR NEW NOT TO SCALE
NEW R.R. SET H/ R.R.BELOW
UPPER TOP PLATE LAPS 4 lod
NTINUOUS LOWER TOE NAILS NOTED CONT. BLOCKING
W
TOP PLATE SPIKED TO R.R.'s G
.i -- V
AL16N NEW a EX. a.
R.R. A5 SHOWN K I NO STUDS ) m
PLAN VIEW U.
O
O
NOT ROOF,SIMILAR
I LINE
L R SHED WOOD JOIST -0 WOOD JO I Y
CRIPPLE 57UD W
BLOCKING JOIST HANOER HEADER
GENERAL REQU I REIN( NTS r-OR GENERAL REQU I REMENT5 fOR W
INSTALLATION OF CLINCHED NAILS INSTALLATION Or- TOE-NAILS GIRDER/HEADER -0 N
WOOD OI RDER JACK STUDS �" 0 W
MAIN MEMBER WOOD JOIST
N
i_' $" J
..JOIST FRAMING OVER WOOD GIRDER JOIST FRAMINO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION
I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF
MEMBERS DIAM.X s APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. PROJECT:
I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, IVI ES KO U R IS
AS SHOWN ABOVE
THE MEMBER, STRAIGHT THROUGH AND BENT OVER
A MIN. OF (5) NAIL DIAM.'s AT A, 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN
MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST
5IX TIMES THE DIAM. OF THE NAIL RAFTER DECK
5. O AVOID 5FLITTNS, NO MORE THAN 2 TOE NAILS SHALL
BEINSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL 57UD
WALL STUD
WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE
IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - - SUB FLOOR 3745 MILL LANE
DOUBLE JOIST DOUBLE J015 TOP PLATE - o PECONIC, NY 11958
CH I M. CHASE 5ECUR I NO ® STD. SIDE WALL
DRAWING TITLE:
WALL STUD FRAMING GRAPHICS
BEAM CONNECTION PATTERNS
NOTE: FIREBLOCKING DETAILS
(SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE J0157 FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL 57UD CONNECTION
w/ STUDS TO ATTIC FLOOR d BLK'G TO
R/L SIDES w/57RAPPINS TO R/L SIDES)
< PAGE:
TOP PLATE ® o �ro WIND RES 1 STANT GONSTRUGTI ON GONNEG70RS
GHIM. CHASE WALL 0 z p v
CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOl
3 Lu RI DGE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS
ILI
a z Q ® RAFTER-TO-WALL H� APPLY TO EACH RAFTER
ROOF o �w ? DATE: 10/7/21 4 OF 7
-, RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
0
REO'D BLOCK INO 11
TO ALIGN w/STRAPi'ING Q w PLATE-TO-WALL 5TUD C520 @ 18 APPLY TO EACH WALL 5TUD
® EA. LEVEL ABOVE w 0
THE FIRST FL. ® z w X 2ND. FLOOR WALL-70-15T. FLOOR WALL LFTA or C520 @ 56 APPLY TO EACH WALL STUD
FLOOR/ APPLY TO EACH JACK 5TUD
GL HEA
6. ® � DER-TO-JACK STUD G 520 @ 12
;
CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE 57UD ry,
SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH SIDEWALL END 2
WRAP UNDER DOUBLE SILL PLATE ,,r
ST. FLOOR-UNDER-SILL PLATE C520 (USE WITH 3" SQUARE WASHERS) I R`
SIDE VIEW FLAN VIEW
USE THE FOLLOWING OR APPROVED SI�-iPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLL MANUFAGTU REGOMENDE STALLATION TRUGTIONS T GRIEVE MAX UPLIFT LO^�
AGITY.
Q U
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LI Z O
i WOOD FRAME (L.G. STL. LLu N
EXISTING TO REMAIN WHEN APPLICABLE) //
NEW FOUNDATION WALL ..I W
NEW WOOD FRAME (1_.G. Q W >:
5TL. WHEN APPLICABLE) m Z
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � Z
WOOD FRAME (L.G. 5TL. El POST FOR 4" WALLS _J
F—
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
J
NEW 2-HR FIRE RATEDP05T FOR b" WALL5), U.O.N. O O O
WOOD FRAME (L.G. 5%. 0. LO
WHEN APPLICABLE)
Z
O
� 0
DEMOLITION NOTE: Q W
PROVIDE SHORING AND SUPPORT TO ALL AFFECTED —�
STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT J OO
OF ANY DEMOLITION OR CONSTRUCTION.
Z 0) yj
TEMPORARY SHORING/DEMO SEQUENCING NOTES: Z >: 4
I. INSTALL TEMP. POSTS d C71RDER PER DEMOLITION Q Z vq
PLAN d PER DETAILS.
N
2.REMOVE EXIST. BIRDER. V' Lu (D
5.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE Lf ri
EXIST. FLOOR JOISTS TO NEW GIRDER. II _ Lo
4.REMOVE TEMP. POSTS d 61RDERS. 0 J O
W
I--
W
� U
U J
Q
EXIST. DECK FOOTINGS TO BE EXIST. RAILING TO BE REMOVED
REMOVED d REPLACED IN NEW 1
— — LOCATIONS
-- — II — 4:
------- -----------------
�EX15T,�POP
— — — — — — — — — — — — — r---- O
r— r r-- — O
i� i� i� rr= � ---------_ BEAM_ � _EXIST. DROP BEAM + 1 EXIST. DROP BEAM EXIST. RAILING TO O wTO REMOVED TO BE REMOVED / TO BE REMOVED / BE REMOVEDI m
---� L---_J
I EXIST. COLUMNS TO BE
REMOVED Z
I I I I I 1I
I III I II 3
W
z_ EXIST. VI d U
Q DECK TO BE I'
N ip �w MODIFIED I EXIST. DECK
(Y OOF (ABOVE) w
X� N O ZF, BE REMOVED LL
w� ®� EXIST. II O
ND. DECK II 0
L T
L 1 ji w
I 11 0
EXIST. LEDGER TO REMAIN W� Z ►+�
EXIST. DECK STAIRS > I w
TO BE REMOVED X
wQI—IK 11 U w
-----� I ---- II
11
XE 1ST. EXIST. - 111 11 uu O
' ---- -------------- ~
CELLAR ------—------ KITCHEN _�____L______________si o
0
I PROJECT:
I MESKOURIS
EXIST. =BATH DECK
DW
3745 MILL LANE
PECONIC, NY 11958
- - - - - - - - - - - - - DRAWING TITLE:
DEMOLITION PLANS
PAGE:
A-100m0l
DATE: 10/7/21 5 OF 7
FOUNDATION DEMOLITION PLAN FIRST FLOOR l7EMOL I TI ON FLAT
O
0
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
nF
k
0 NEFaAL 5)000't\�50L <E"*r
a �
--{{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W Z O
— —I / / i WOOD FRAME (L.G. STL. 0)HD
EXISTING TO REMAIN WHEN APPLICABLE)
..I Wei
NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q LLI >_
STL. WHEN APPLICABLE) CC Z
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL _ 2
WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo J J
H �. mY
P05T FOR (o" WALLS), U.O.N. O 0
NEW 2-HR FIRE RATED O
WOOD FRAME (L.G. STL. 0- L0 �
WHEN APPLICABLE) }- ' t m
Z
O
= p
EXTERIOR NOTES: GONGETE - GOLD WEATHER POURING 3 CONCRETE MIXTURE
FLOOR PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z
FOUNDATION PLAN NOTES I. ALL EXTERIOR LIGHT FIXTURES SHALL BE DARK SKIES
COMPLIANT AS DEFINED IN TOWN CODE. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF a J
RAILING NOTE: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT
I.I. ALL EXTERIOR LIGHTING SHALL PREVENT a CONCRETE IN TEMPERATURES UNDER 45' F IF THAT TEMPERATURE J
FOUND 4 POSTS F0;Z WD. DECK: I I. 42" H16H GUARDRAIL 6 SPINDLE SPACING FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND00
EXCESSIVE LIGHTING, ENERGY WASTE, GLARE, HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE.
O WD. P.T. POST d P. GONG. SONOTUSE UPON 24"x24"xl2" NOT TO ALLOW PASSAGE OF A 4" � SPHERE; DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. > d'
LIGHT TRESPASS, AND UNNECESSARY SKYGLOW. Z � �
DEEP P. GONG. FOOTING AS PER DETAIL (TYP.) 56" HIGH HANDRAIL d SPINDLE SPACING NOT 1.2. AT A MOUNTING HEI6HT OF IO FEET,FIXTURE SHALL 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2, SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. ,�.�
TO ALLOW PASSAGE OF A 4" 0 SPHERE BE MAX. 2,OOo LUMENS SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR = vq
TYPICAL LEDGER BOARD ® EXT. DECK: 2. 6RIPPABLE RAIL AS PER CODE '� I 0
ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Y
O I. S U P.T. 8D. TO MATCH DEPTH OF J019T5 ENCOUNTERED. CONFORM TO AGI 506. Z � 4
2. SECURED w/(2) 5/8" � x 5" LONG H.D. GAL. LA6 BOLTS NEW GUTTER ' a Z '�"I
® 16" O.G. O SEE SPECIFICATIONS AT ELEVATION NOTES 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / m (V
5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO LL L u CD
EQUAL) 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. Lo Ix vq
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 O3 GUTTER HIGH POINT (TYP.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE.
BENT OVER TOP EDGE OF LEDGER BD. 5. IN No CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW.
5. SEE NOTED DETAIL 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL REMOVE AS REO'D. 0 O
O4 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) A57MA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE 6. THE USE OF HEAT BLANKETS OR ELECTRIC 5LANKE75 ARE
COATED.
PERMITTED WHEN NECESSARY.
6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS '7 FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER
SHALL BE STAGGERED. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. LV
7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN m
PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING.
COVERAGES, AND PLUMBNESS. cf. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE W
8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 H
CONCRETE. (ASTM G444/C444M, TYPES G AND E).
V
10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL (� J
AREAS EXCEED ONE 5OUARE INCH.
11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED a
TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS -
REACHED A COMPRESSIVE STRENGTH OF 600 PSI. -i
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506.
8'-•1" 8'-'I"
4 u:
f - - - - r- - - - - - - - - - - �-- - - - - - - - - - 4 O
- - I - - - - I ( I Ii I - - - cc
F
NEW. (2)2"xl0" P.T. NEW. (2) 2"xl0" P. NEW. (2 2"xl0" P.T. I PROP. (2) 9.5 LVL PROP. (2) 9.5" LVL I A-2oi ! I 1 I w
DROP BEAM - _ DROP BEAM - DR P BEAM I 1 I it WRAP W/ IX AZEK WRAP W/ IX AZEK 3 ( 3 m
I I I i X O I I t I A-2ol �
w Q �� III 1 ` it w
T A-201 J NEW 2 x8 R.R. NEW 2 x8 R.R.
® 16" O.G. ® 16" O.G. I
1 �
(III
MOD. DECK W/ I-� I 3
aL
PROP. COVERED --11 W U
MODIFIED O 6 X PORCH ABOVE
X I -' - - - - - - - - - - - - _ 5:12 li O I g
a �
N vi
WD. DECK ry� Imp Imp I - ( xQ I 2Lu
LL
w� N ® — p� 0 I D xDEGK !] O
L EXIST.1 SLOPE I� z N 0
NEW 2"x8" P.T. D.J. EXIS . WD.
D GK I --- __ I f H
EXIST. LEDGER --
NE 2) 2"x8" P.T. F.J.- -- O�� 3 V w
—� 4
cV
(x IZ LINE OF EXIST.
EXI5T• — DECK E 6i i �� Ga w
CELLAR z GH
NE E
2 W (2) 2"x8" P.T. F.J. <�� X O O
A-2ol o ® w N w N
oo
PROJECT:
xw O
_0
NEW 2"x8" P.T. D.J. m M ES KO U R I S
z
1 ® lb" O.G. III I O EXIST.
z l BATH _ DW i aDECK
I
A-201
3745 MILL LANE
NEW (5) 2"xV' P.T. F.J. - r PECONIC, NY 11958
�— - - - - - - L -1 i8'-2" - - - - - - - - - - - - - - - - - - - - - - - -
D 2 — — — — — — — — — — — DRAWING TITLE:
�N Q Q 0.
EXIST.
O) SLOPE
a o a o x w o �� PROPOSED FOUNDATION PLAN
NEW ND. DEG<
N ® ry ® = r " DECKING 555 S.F. r PROPOSED FIRST FLOOR PLAN
I
r
L i:201 PROPOSED ROOF PLAN
lu 1 z z I zl OPEN TO 5KY
=
- - ABOVE
-NEW 2 2"xl0" P.T. NEW (2) 2"xlO" P.T. NEW (2 2"xl0" P.T. o
HEADER HEADER HEADER
PAGE:
L - - - - - -I- -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8-IJY2' 8-IJy2 8-11�2 A-loilmomOL
28'-10"
D
N-
0
DATE: 10/7/21 6 OF 7
F OPOSED FOUNDA71 ON PLAN FROP05ED FIRST FLOOR PLAN FROFOSE17 ROOF PLAN
SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O"
i'
k r
ELEVATION NOTES Q V
NEW LATTICE Fes- 0
OO AS PER ELEVATIONS w N
Jvq
L J e1
ONEW ROOFING NOTE (TYP.): / / \ Q w }•
2 1. INSTALL NEW ASPHALT ROOF 5HINCLE5. SIZE 4 COLOR
TO MATCH EXISTING. Z
2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Z
24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ! Q \ 0
5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT %`- \ J F- J
Y
(OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS 0)
R FO PITCHES FROM 2:12 TO 4:12, OVER ,%� � C)
4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q O O
5. GAP SHINGLE OVER RIDGE 4 HIPS (A5 REOV) - - --- Q_
b.PROVIDE RIDGE VENT (AS REO'D)
7. FLASH ALL VALLEYS
5.INSTALL DRIP EDGE AS REO'D
4. INSTALL ALL AS PER MANU. SPEC.'scr
-- 0
0
❑3 PROVIDE CONGEALED FLASHING AT ALL ROOF ❑ Z
INTERFACES. Q s LU
J
L NEW ND. DECK 5 J 00
❑4 ALUMINUM (T)P.). TO LEAD TO E STING DRYWEL❑ $ Z O)
O NEW WOOD RAILING PER DETAIL. Y
I az �
LL L u (D
f` mLo
V O
NOR7HNEST ELEVATION (FRONT) LJJ
SCALE: 1/4" = 1'-0" D
1—
TYP. ROOFING (SEE L1J
SECTION NOTES) I_ V
TYP. ROOF CONSTRUCTION
(SEE SECTION NOTES) N J
'SIMPSON' H2.5A p4l PAR pLP PROP. PORCH RIDGE TO Q
RAFTER TIE MEET HT. OF EXIST. ROOF 2
BEAM AS PER PLAN — _- ---- --_ -..- ----_--_
- FASCIA BOARD — -- -__ ------...--
z
tu
tu
fa
m
BEAM AS PER PLAN 0 Q MIN. 4" BETWEEN EDGES OF 4
1-1/2" SQUARE BALUSTER -
(STYLE TO SELECT) "SIMPSON" PC64
(FOR 5 PLY BM)
SIMPSON H2.5A RAFTER "SIMPSON" BG52-2/4 5 0
TIE (OR EQUAL) (FOR 2 PLY BM) NEW NO. DECK O
- w
5/4"x6" P.T. DECK
m
BOARDS Q
0
(2) 1/2"0 HOT DIPPED 6ALV. GRADE BEHIND
BOLTS ® EA. POST w/ OVERSIZED
P.T. D.J. AS _ �_ _ WASHERS END NUT PREBORED
PER PLAN cV-= INTO BEAM, POST, DECK TIE 4 I w
RIM BOARD ASSEMBELY P.T. POST AS V
- � PER PLAN g
P.T. BEAM AS NOTED GRADE w
cV = Cf = SOLID BLOCK ® 12 O.G.
(2) SIMPSON DJT14Z () 1/2"(P H.D. 6ALV. THRU 0
w
NEW WD. DECK
DECK JOIST TIE ® BOLT w/OVERSIZED WASHER MODIFIED EXIST. ND. DECK O
EA. POST 4 END NUT PREBORED INTO
POST 4 DECK JOIST TIE OU7HNF-57 ELEVATION (fill O HT 51 DE) o
"SIMPSON" ABA44
® COLUMN BASE_
N
SCALE: 1/4" = I'-O" z u�
cV Z"x4" P.T. POST
W 0:
GRADE
II EXIST. P.T. EXIST. P.T. D.J. 0 x
II U w DEGKIN6 PER PLAN
8"4) 'SONOTUBE' FILLED ° IP
SOLID w/ P. GONG. u
(MIN. 4,000 PSI) �'� I° z
II I1° N
O H O
(2) #4 HOR. REBAR ° I PROP. DROP BEAM PROP. PORCH RIDGE TO PROP. o
I MEET HT. OF EXIST. ROOF CRICKET
(2) #5 BENT AS PER PLAN /
a J L REBAR
12"xI2"x5" P. GONG. PAD ° J L °° P.T. POST TO ;- ' �\ PROJECT:
FT6. (MIN. 4,000 PSI) FOOTING AS 2 2
a ° a PER PLAN �'i ;; ���� ❑ ����,� MESKOURIS
OPEN �OPEN -=, � - \❑ = \� DECK
- 4
EX7ERIOR N000 D GK DETAIL FROPOSED IDEOK ROOF E)ET1AL
A-201.01 SCALE: 5/4" = 1'-0" A-201.01 SCALE: 5/4" = 1'-0" 3745 MILL LANE
0
PECONIC, NY 11958
MODIFIED EXIST.AD. DECK 5 DRAWING TITLE:
EXIST. EXTERIOR PROPOSED EXTERIOR ELEVATIONS
SHEATHING ! 0 DESIGN DETAILS
❑EXIST. SIDING MATERIAL
BUILDING PAPER 4 HOUSE WRAP
l TO FULLY OVERLAP FLASHING
EXIST. STUD WALL I J�I
CAP FOR I PAGE:
I� DRAINAGE 5/4"xb" COMPOSITE
--- DEGKIN6 (U.O.N. ON PLAN/ _ ® ■
i "Z" FLASHING SEGTION/DETAILS)
SOUTHEAST ELEVATION (REAR)
0l
FLASHING
Ai DRIP EDGE P.T. DECK JOIST SCALE: 1/4" = I'-O" DATE: 10 7 21
- { COUNTER AS PER PLAN 7 O F 7
JOISTS A5 PER PLAN FASTENED Pa/(2) FLASHING
5/8" (P x 5" LONG HEAVY DUTY GAL.
LAC BOLTS ® 16" O.G. INTO MUD SILL 4 METAL GALV. J015T HANGER
RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL)
w/(2) 5/5"0 x 5" LONG APPROVED EA. JOIST
MASONRY ANCHORS ® Ib" O.G.
"Z" FLASHING
EXIST. FOUNDATION NALL � ��P" , �.;•�
I�)OEIR. CONNEOT I ON DF-7A I L R - w
A-201.01 SCALE: I" = 1'-0" ra