HomeMy WebLinkAboutTomashevski - 370 Tuckers Ln out Uniqu
s�KA �'ye
Mariella Ostroski, Chairperson .m j% s> Town Hall Annex
Tun
Anne Surchin,Vice Chair ® 18OUTHOLD + 54375 Route 25
Joseph McCarthy L nLUUWMK PO Box 1179
.•r
Fabiola Santana Southold NY 11971
, Nundcd o
Allan Wexler ., '�0 Telephone:(631)765-1802
Tracey Dwyer,Administrative Assistant %
� RVAX10
southoldhpcnsouth oldtownny.Gov
Town of Southold Historic Preservation Commission
July 15,2021
RESOLUTION #07.15.21.2
Certificate of Appropriateness
RE: 370 Tuckers Lane, Southold,NY, SCTM# 1000-63:5-5
Owner: Tomashevshi Jr., Henry
RESOLUTION:
WHEREAS, 370 Tuckers Lane, Southold,NY is on the Town of Southold Registry of Historic
Landmarks, and
WHEREAS, as set forth in Section 56-7(b) of the Town Law(Landmarks Preservation Code)
of the Town of Southold, all proposals for material change/alteration must be
reviewed and granted a Certificate of Appropriateness by the Southold Town
Historic Preservation Commission prior to the issuance of a Building Permit,
and,
WHEREAS, the applicants architect Eileen Wingate submitted a proposal to demolish an
existing accessory building and construct a new 704 sq. ft. accessory building as
applied for, and,
WHEREAS, the architect presented commissioners with an outline of the project during a pre-
submission conference on June 17,2021, and,
WHEREAS, a public hearing was held on July 15, 2021,where the applicants and their
architect submitted final drawings of the scope of work and outlined the project
for the commission, and,
NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation
Commission determines that the proposed work detailed in the above referenced application
meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and,
BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness.
MOVER: Commissioner Santana
SECONDER: Commissioner McCarthy
AYES: Ostroski, Surchin,McCarthy, Santana and Wexler
RESULT: Passed
Please note that any deviation from the approved plans referenced above may require further
review from the commission.
Signed: �Jax-w Y . 1j)7 Jf)A
Tracey L.Dwyer,Application Coordinator for the Historic Preservation Commission
Date: July 16,2021
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: May 26, 2021
TO: Eileen Wingate (Tomashevski)
2805 West Mill Road
Mattituck, NY 11952
Please take notice that your application dated March 23, 2021:
For permit: to demolish an existing accessory building and construct a new accessory
garage at:
Location of property: 370 Tuckers Lane, Southold NY
County Tax Map No. 1000—Section 63 Block 5 Lot.5
Is returned herewith and disapproved on the following grounds:
The construction is not permitted pursuant to Section 170 of the Southold Town Code
and is subject to Historic Preservation Commission approval.
Authorized Si
Note to Applicant: Any change or deviation to the above referenced application may
require_-further--review by the
CC: file, Landmark
s.,._...,_,ea.ti+�.'7i••Y<:..�Y-:•L.71..:• ....z.�.�.wy,.ti+.�».Pt:v9Rv^rev.��-+as.:v:a.r.a+sisaYi✓ ..s"'s:..�.::._... ......_�..��..-.:.�......�so�r�.r .rw�
':t#«.r `.wrT.+hiTic7�'t+ki�i'r�`.bc�can ra?-a�cal�7+R�.za+i�+rs..itZ;��:"a�.-i^'4.r'A1:iy',R�:.s.y..:e-.�-�.,R+,,,•�•rs:^?id.wrm�di4iYthuC+;.:F1v:.val�;'^�-
'.d'?�t�I:�:aw4s,�.ax'�3e+.::+."�y6�i�1Fi.4ui3C3%"•`-"�F'sJR"�:},.,c, hiy_".. ••�.c�rr,•7:ny+ .�x.�nn1AG'J'r]e.. ix�s►.,+=+.•-�'wGia
� �i.L�re'�`>a'+wt�:�c2riwttt.7K� �-.' "`: �,y*.T„�z:+gra�,5��"a.�4f..wFrr:�•-�'�Yc'?s=.+"..aFi*.r"p7_'��...s4;ts„'r,�'w.,o ..,
•
..:_-><...e.�.r.�f..k'wY'.+E�`�.#"'::-;.�•a'�w+�tl� :oeS.'+i..�++•f`.."�-;.2'�:t`nt'-. - � ......�,'VRF�'.✓,;l•°�i�:i:: '?f",';p!r�'3�%+°
��9ra:+9�•. '�'3-cxaa+E,:�a. i"'_�siFis;:�$^'w•ee ..; +!ie�: _ •-.*.--•:.:.yaA�*w-�A-.rn�e!T'1�'7t±wu.;.',fr .` ."'.iae" 'w'r :".r-Da*Rw"°"x+`.a.-.+► 4;G'--' _
annF.�+lr,e%.;;,;�yrc--.'Batt.=:>,r�+y.<'�:.;,:�=''Y3F Af: --..z::.+.W?:•y-,,,�,.-:�". •,�{t`:.' +':'`.;�aCs�i.:±e��,�:.,.��wv� i -
a '
.t_s ...-sP+arw'+,+`c• ::'w--i�:'7e'.:Iirlrs�%yt ^!G'?'� �A7�AI?" ?' `.:..+i::Z :
_K
mol
i
�,\ �. - � ^! �r1 ��t y . e'er a�'s '�c� .1 y�Srai+ x• ? fps \s q
{ `+t�ir' •' ems'• " -+"' r '�, b �.
47
t
.a, i""-., a , ..�i �a , 'K - ` .j 1•' .. '� ''t � +�f frs�., -:k• *10
�,
_ t
tA
• ���., � ' - `y , � .. + - 'q -t -- r ..`mat
1
•
•s,..� ��,,^��^i:`t•i ._.�. _ l
c
7 }i+lj
.h
Wit.
- ------` ---- - - PR'oi -#
f GENERAL NOTES DESIGN CRITERIA WINDOW INFORMATION '
t ! 1.ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TYPE TYPE V PROPOSED WINDOWS ARE ANDERSEN
- NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE EXPOSURE CATEGORY B GLASS TO BE HIGH PERFORMANCE LOW-E GLASS {
ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. GROUND SNOW LOAD 45 PSF SCREENS ARE PROVIDED FOR ALL OPERABLE WINDOWS AND DOORS ;
LIVING AREAS AND DECKS 40 PSF
2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY SLEEPING AREA 30 PSF HARDWARE: FINISH SELECTION BY OWNER
STRENGTH OF 3,000 PSI. WIND SPEED 120 MPH INTERIOR FINISH: PREFINISHED WHITE w
SEISMIC DESIGN CATEGORY B °C
3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL SOIL CAPACITY 1,500 PSF V
GRADE#2 OR BETTER. WEATHERING SEVERE :D
FROST LINE DEPTH 36" n
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR TERMITE MODERATE TO HEAVY t
OPENINGS, POSTS AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. DECAY SLIGHT DRAWING SCHEDULE y t
ICE SHIELD UNDERLAYMENT YES A-000 COVER SHEET-DESIGN CRITERIA-GENERAL NOTES 0
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING REQUIRED A-001 SITE PLAN N w
NOT TO EXCEED 8.0 FT. A-100 FOUNDATION CONSTRUCTION PLAN w Z j
A-101 FIRST FLOOR CONSTRUCTION PLAN V Q
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME A-102 SECOND FLOOR CONSTRUCTION PLAN V S i Z
CONSTRUCTION MANUAL FOR 1 &2-FAMILY HOUSE-PRESCRIPTIVE DESIGN Q V)
CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF METHOD. A-103 ROOF CONSTRUCTION PLAN 3 p w d
MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING A-200 ELEVATIONS g Lu V O
CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL A-201 ELEVATIONS o Q p 2
VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS VINDBORNE DEBRIS PROTECTION SCHEDULE A-202 ELEVATIONS F a 0 ~
� p
TO BE COMPACTED TO 95%RELATIVE DENSITY. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.16"WITH 2 2 A-300 BUILDING SECTION W 'o O
#6 WD SCREWS,SPACING: 12",ARE TO BE PROVIDED TO COVER THE GLAZED A-400 DETAILS N
7. ALL HEADERS 6:0 FT IN LENGTH.AND OVER TO BE SUPPORTED BY DOUBLE v; I
OPENINGS OF THE PROPOSED ADDITION AND RENOVATION FOR ALL A-401 DETAILS nRtrtT>tT
UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL WOOD SHUTTERS. A-402 DETAILS w
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. iE-
o _
8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. N I
w O
J
I, 9. PROVIDE FLASHING AT ALL ROOF BREAKS,DORMERS,CHIMNEYS, N V
SKYLIGHTS, EXTERIOR DOORS,WINDOWS,AND DECKS,ETC.. o < J
16. DO NOT SCALE DRAWINGS. n
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT - :,` ^-+ :- _ CR
a Z W
to
RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF _T`� N
THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND - ; � � j , � 0 to
BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE w V V 10
„s I
( CONTRACTOR. IvEf:( �I��� o
o
� DRA I
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE
CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN ,---
BUILDER AND OWNER.
13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW .I Z ;
E YORK STATE ENERGY CONSERVATION CODE. of 24.21
ISSUE-FOR PERMIT
A. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DRnN Iw SCALE
DURING CONSTRUCTION. ova 1NGNA\Mf {
-
15 ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND E COVER
SPECIFIED BY OTHERS. d SHEET
16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY BUILDING PERM IT APPLICATION -�'' STRUCTURAL&CIVIL DESIGN z
�� CODE COMPLIANCE o
TO PROTECT THE ENGINEER AND OWNER. I
ACCESSORY STRUCTURE TO BE BUILT �. p No•
17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM PROPOSED FIRST FLOOR SLAB ON GRADE E
INSTALLATION IS COMPLETE. � N A
SHERMAN ENGINEERING
j . &CONSULTING o
14 A'ELMAR AVENUE
O i3�J ;ct ST AUGUSTINE,FL 32084 000
631.831.3872 D
I LEGEND AREA SUMMARY a�€CT
PROPOSED ACCESSORY STRUCTURE LOT AREA 16,000 SF
E - I EXISTING ACCESSORY STRUCTURE TO BE REMOVED EXISTING BUILDING COVERAGE 1,571 SF
EXISTING MAIN HOUSE STRUCTURE TO REMAIN REMOVED BUILDING COVERAGE 704 SF
ADDED BUILDING COVERAGE 704 SF
TOTAL BUILDING COVERAGE 1,571 SF L
TOAL LOT PERCENT COVERAGE 9.8%
- u
D
SURVEY BY: ANTHONY W. LEWANDOWSKI °C
DATED: APRIL 28, 1995 V)
ce I
O
V) Wo.
cn Z r-
LOT 6 s v Q Z
- z
a 1"
F p w
22.0 0, N V O10,
z
N 22°15' 00" E 200.00' CL
O
w -O
LO RC AHITECT €
• to
N
W I o 0
Z co EXISTING
Q
� I s00
2 STORY
2t.5 `"LOT 5 LOT 3
OUS o N WNO wa�O °�?o HE J
iI'I EXISTING I
w O Q
V 0 EXIST. ACCESSORY I
I
PORC , I STRUCTURE .I N a "' v
~ Z I TO B E I chin Is u u ,o j
DRA Nii 5
REMOVED
CA
S 22°15' OO" W 200.00' .sYt ISSUE FOR PERMIT `
"15 O DRAWING SCALE
DRA IN I AME, [
SITE !
LOT 4 STRUCTURAL&CIVIL DESIGN z PLAN
CODE COMPLIANCE F
PROPOSED SITE PLAN .
SCTM##'1000-63-05-05 SHERMAN ENGINEERING N DRAW7"rr NO"
SOUTHOLD TOWN &CONSULTING 0
14 NELMAR AVENUE
SUFFOLK COUNTY, NEW YORK STAUGUSTINE,FL32094
631.8313872 ,
1 'SITE PLAN 001
GALE -20- -
n�
e, t
l
I
�} 3
�KVJ C�
Foundation Notes: ;
1
The contractor is to verify all measurements in the field and any discrepancies
are to be brought to the Engineer prior to construction.
I
1 -All concrete 4,000 psi after 28 days minimum.
2-All rebar ASTM,A-615 Grade 60. 30'-0" w '
7-9" 21'-7" €
3-Footings are to be installed on undisturbed virgin soil.The bottoms of all 4
footings are to be installed a minimum of 3'below grade unless indicated I a
otherwise.
1 � { { .:i —.�s {' S�,_8.t.:er y,p moo, ^* .f.r`yr°`.�, �v:.E":J371AV'•ii
4-All snap off form ties are to be removed and remaining openings are to be —®— — ——_ __ —— {
sealed/grouted. =� { + { {' f r ` —— _' { ° O #
C1,
8' P.C. FOUNDATION WALL + { w
5-The foundation contractor shall coordinate with the plumbing and electrical 3'-0"MIN.WITH 12"x 18"CONT. V — >~ _
contractors relative to installation OF sleeves and other penetrations prior to k FOOTING
pouring concrete. p p { L " c4 ——J { { { C'
0US
55
6-Install isolation joints along Foundation walls and at column and other Floor a; r- —— =J { ♦ { { 0 j
penetrations. { co { { r a
I
°'. % _ O
7-Installed contraction joints in the cellar floor slab eve 18'minimum. I { —4" P.C.SLAB { { p W a ch N j
every { .. . _' 1 W/VAPOR BARRIER { { II,
{ a { 4'65�6" gx¢+* 3'-5�%° 3'-0" 0" 1'-4" UPON 4"CRUSHED STONES { { o ARCHITECT
8-Foundation excavation is not to be back Filled prior to the installation of the LU o
floor framing. { " . { y _ �' { {- �
{ 9-Backfill along foundation walls is to be clean material and is to be { °`: { { { { { o - '"' ::E
mechanically compacted in 6"lifts to 95%of maximum dry density. N m..{ { —� { - —f— - {— o tU Q"
f
i 3 tZ N
-- 10-Follow cold weather concrete treatment relative to add mixtures in L — JL— —— J { { So tQ-' .
accordance with ACI 212.3R. Use Air-Entraining admixtures per ASTM C260, s cn
{ AASHTO M154 or Water Reducing and Set-Controlling Admixtures per ^ { { ; { 6'-Qsig" 6'-5�g" { { O N f
ASTM C494,AASHTO M 194 only. Do not use Calcium Chloride or other { �..
j corrosive type admixtures ^ ' 5' { { { { Z
i 3'x3'x 12" 9 2
_ { { P.C. FOOTING { { O Q
E/W NO.5 REBAR {, C o Q j 10
14"O.C. E/W { { V V %0
Co
{�{ 16"WIDE 12" DEEP FOOTING UNDER { Q DRAWINGiSSUE
SLAB ALIGNED WITH WALL ABOVE ! a —
z
13
;T'- - 'r. ey;< .c,', `,t: x 'I ISSUE FOR PERMIT ttt €
12 14 t1
~ PRICING
SET _ €
— Z DRAw1NGSCALE
O
E
8'-9" ( — 4'-2" 17-1° a DRAWING NAME
30 0" o FOUNDTN. I
_ - STRUCTURAL&CIVIL DESIGN Z
{ CODE COMPLIANCE o PLAN {
j
u
SHERMAN ENGINEERING t! DRAWING No.
&CONSULTING o
c l `� 14 NELMAR AVENUE
4 BJ3]+ �4 ST AUGUSTINE,FL 32084
631.8313872 O
� FOUNDATION - CONSTRUCTION PLAN
100 i
1
s
Framing Notes: PROJECT
The contractor is to verify all measurements in the field and any discrepancies rod
'
are to be brought to the attention of the Engineer prior to construction. -20,
Wood Framing
_ 30'-0"
1. All lumber is to be No.2 or better Douglas Fir larch(N)with the following BRACED
minimums specifications: 5/2 7'-10%4" 4'-07/8" 3 ;
P WALL LINE 6 9/4" 7'-6" 3'-3%e" �
V
F6=825 psi , WSP BRACED WALL = t
Fv=95 psi 2 5/Z_ fW 0.46 TW 046 PANEL(IRCi R602.10.4) TW 046 N
Fc perp=625 psi -( )2X8_____ _ _7 - Tl-�& 2
E= 1,600,000 psiB L } BWL
j( OUTDOOR (2 X8 zx6 (2)2X8) 3-65,J'(EQ. 7(} w2. All Parallam (PSL) Lumber is to have the following minimum specifications: 0 115,11LU
SHOWER �1
V I
Fb=2,900 psi , ) T-11%" n t,�` '
Fv=290 psi _, _. ___ _ _—_--- STORAkGE 'n `e I 3 Ce
Fc perp=750 psi j t ( Z W Id
E=2,000,000 psi Q WSP BRACED WALLL = ( o , F t� U Q
PANEL(IRC R602.10.Q) Lo G `O - c9 O M �
3. All Microllam(LVL) Lumber is to have the following minimum specifications: O yr<o
�201 ' w Q O
_ UNHEATED I F� o ce .o Q
Fb=2,600 psi �, ! UNFINISHED,.,* I la` Z
�I; IO.
Fv=285 psi a € c -N '--STO`kAGE 0 I t t0 M ARca11
ifff
Fc perp=750 psi 3"0 COLUMN `� V (a � o
E= 1,900,000 psi N I, I `� Zo v rn
i a 1: 1� N CC
4. All Glued Laminated Beams (GLB) aka Anthony Power Beam are to have _ __ _ (2)2X10 !! 5� `'OPE(`t ABOVE i I jc�e -' �� o w O
the following minimum specifications: �N`1 �!� o ^i e J N EQ'17 , O
LU
F6=3000psi [ 71s"( ) 7/8"( ) ` XLo twQ o .
Fv=300 psi t I J IZ 'O o h
Fc perp=805 psi �52'>20 ? _ r? I I� 5 O O
E=2,100,000 psi Q v N I IZ O a '
En
5. All beams fabricated with multiple Laminated Veneer Lumber boards are to Ip Q- -
be nailed/bolted in accordance with the manufacturer's specifications. 1 UNHEATED oQ 4
= UNFINISHED ` ' ' v U 'd
6. All TJIs are to be installed in accordance with the manufacturer's co _ '
sY" STORAGE N �� a , 4 IN IS `
specifications and shall include squash blocking and web stiffeners at 1 W
bearing points on girders and other load bearing areas. 12'-6%4" 3+ " ; 13'-1�4' 0 05.2121
I REMOVED SINK
0420.21
7. All straps,connectors, plates, bolts, nails, etc.are to be galvanized or WSP BRACED WALL 4'-0" UP WSP BRACED WALL { z ISSUE FOR PERMIT
stainless steel. Designated connectors,strap etc.on these drawings are ye.__,.__�(2-)2X8 PANEL IRC 602.10. PA Ei [RC;Rt502 10.d 2 2X8 3 o22e.21
made by Simpson unless indicated otherwise.All connectors,straps etc. are BWL -- - 2) '8`~ L p ISSUE FOR PERMIT
to be nailed/bolted in accordance with the manufacturer's specifications. - - i -- fa 1214.20
TW OQ6 BARN DOOR - TW 046 PRICING SET
O R
8. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove, 3'-3�8" 11'8�/" LEFT OPERABLE/- 1GHT STATIONARY 1 1'_g7/" 3'_3Y" Z }•=r-0^
with an APA span rating of 48/24. floor sheathing shall be glued and
screwed to the floor joists(6"O.C. edges and 12"O.C. field). 30'-0" a
FLOOR 01
�f CONST.
o
9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and t'd C'fdi&L&CIVIL DESIGN Z PLAN
CODE COMPLIANCE o
shall be nailed with 1 Od common nails 6"O.C.edges and 12"O.C.field. ,; A S
� Y � � �A,20 �� �
continued on floor plan 02 w { ,E8 DRAWING ,
_ r-
SIIERhggN ENGINEERING
I i < ONSULTING
G1` 14 NELMAR AVENUE .
z 1 0 1
1 FIRST FLOOR- CONSTRUCTION PLAN
631.831.3872,
I
+
PR JCr f
Framing Notes: C ;
-E1 continued from floor plan 01 i20
30'-0"
1. WSP to be full height continuous sheathing, minimum 4'-0"wide, maximum %f �- =~-- - — ---- •» _____ __
distance between panels to be 20'-0". See note 9 previous page for j:+_27 t ++ 17,_3g16„
sheathing and nailing specifications. _ W
2. Solid blocking is to be installed every 8'max or mid span of all floor joists
i ~
with spans exceeding 8'. V
3. Double joists are to be installed below parallel walls. M04tr (yt/8046 TW3046 ~ I
N
I N
4. Blocking is to be installed at all point load bearing points. Yi-
3 OO W o,
5. Walls,are to be framed with 2x6 inch studs spaced 16 inches OC unless \�� OPEN U) Z
indicated otherwise. UNFINISHED \� TO S U J }
STORAGES BELOW
Q V) Z
6. All bolts nuts and washers are to be hot dipped galvanized, /� l 0 p w C)
O
DORMER/ BACK WALL �� LOWER LEVEL ' °1 `" O o~
ROOM WIDTW/ { .2�% 2 M O
T-81516' I 11'-1"2 �i 4'-4" E 4'-4916" F- _
I u-
t POST / POST
_ ABOVE �� // N ABOVE `
DN / Ed
I x, i 2X10 RIDGE v
q ;°*% ' o O
25
2'-9" 2'-9„
,�.�-- - ,� ,� � - -��� •� I s O �
;o LLJw
LO
Z ao
LJ
t— O
C) 0QLo
cV .Q i
U U -ofill
I
" J12t �r1, ++ , �� f{5t2, DRAWING T UE
€ A 12'-63$' / 16-118"
m 02,24 21 - I
ISSUE FOR PERMIT �� I
12.14,20 '
�- PRICING SET
DRAWING SCALE
a MAWING NAME '
1
FLOOR 02
I 30'-0" UCI'I'IRAL&CIVIL DESIGN Z CO N ST.
CODE COMPLIANCE 0 PLAN I
A 20 QE
S17MMAN ENGINEERING ak-AWING No.
fn p •CONSULTING O j
�Jy 14 NELMAR AVENUE
4C`n O�J �f' ST AUGUSTINE,FL 32084 f
A Py 631,831.3872
SECOND FLOOR - CONSTRUCTION PLAN 102
I
- f
i
E
PROJECT,
4
30'-0"
w
1'-117$" 11'-6" 16-65$" k
N k
�I 0
j UJ
i v) Z I
i
s QV) z
E aL � I
0 0 V V 0
! _ W
OCI-
i 00 �
z 'O 0
w 0- C'7 to
a HT
ECr
I 7 N i
O
Z
Ij CV _ i
O F- Q
5 ::E 0
LL1 V co
Lu
k
Q V1 'I I
i V V 'O
w n _ NLi iSS t
3 3-
2 , ' C 022421
' - fn ISSUE FOR PERMIT
12.14.20
PRICING SET
T 2 z DRAWTNG SCALE
d1RAWINGNAME
s F r- f 3 ROOF
3' FROM EDGE 30'-0" Sr WCTU"L&CIVIL DESIGN z
CO N ST.
- ol CODE COMPLIANCE F
�- � (t � eM PLAN
ZONE 1 ZONE 2 ZONE 3 321-On
le a
FIELD6 OC 12 OC 4 OC ' +
PANEL EDGES 6'OC 6-OC 4.00 lay vx^VYING NO,
� SHERMAN ENGINEERING �
NAILING REQUIREMENTS FOR 130 MPH 3 SEC PEAK GUST &CONSULTING ^ 1
}'ROOF SHEATHING WITH BD COMMON NAILS OR 10D BOX NAILS \ 14 NELMAR AVENUE [
i# U ST AUGUSTINE,FL 32084 Ilk
f7 5 631.8313872 ®�
ROOF - CONSTRUCTION PLAN ��ESSIc��'
I
I
f
lLJ }
D
F-
V
'E
O
(f) W a
uj Q` "-
1 O W '�<
w'
In 0.
V-
O p z
�— O00O
w" rZ M rn
0 ARCHITECT
rn
N
r
L� 311, Q
F 13
a m
co
�n LEI >u CO
rz tlJ.
Ito
- --' I- O
0 Q to
V V 10
cn
-
_ _ Cn 0Z24.21
ISSUE FOR PERMIT
O2 PRICING SET-
OZ DRAWING SCALE j
DRAWING NAME
BUILDING
STRUCTURAL&CIVIL DESIGN - ELEVATIONS
CODE COMPLIANCE O
NORTH &
SOUTH
a N'
i DRAWING NO.
W SHERMAN ENGINEERING ¢
&CONSULTING 0
a, 14 1vELMAR AVENUE
584 J � ST AUG�US TINE,�FL 32094 qz
+I \
BUILDING ELEVATIONS - SOUTH 2 BUILDING ELEVATIONS - NORTH5s _ 200
CALE -0-1'-0" ISCALt s =1'-0• ._,,._�_....__...._ _ - - m - I
}
PROJECT
Lu
F' f
V
L7
O
N W
cn Z
U Q }
Z Q Z I
F p Lu 0 i
v V O
y a-
r Oo �
Ld CL cv� O I
i
O ARCHITECT
m
N
r
W
Ln 0 I1J O
-=!
VERSATEX OR APPROVED SIMILAR PRODUCT iX6 SMOOTH TRIM BOARD F. Q J
5 Q I
o
Lu
Lu OR
VERSATEX OR APPROVED SIMILAR PRODUCT 1 X4 SMOOTH TRIM BOARD Z O
0
O Q Lo
� W
bkAWING lS5UE
-SLID NrllPAINTED CEDAR BARN DOOR, LEFT SIDE OPERABLE, RIGHT SIDE
FIXED/DECORATIVE
f
N 02 2d 21_
ISSUE FOR PERMIT
O 12.1420
PRICING SET
oz DRAWING SCALE
E 'i'-t-0^
DRAWING NAME �
BUILDING
.. STRUCTURAL&CIVIL DESIGN z ELEVATIONS
CODE COMPLIANCE o
�r
WEST
Ld
SHERMAN ENGINEERING Cc
N DRAWING NO.
&CONSULTING
14 NELMAR AVENUE
ST AUGUSTINE,FL 32084
631.9313872
BUILDING ELEVATIONS-WEST 201 1
CALE. -I-
J
PROJECT
i
I
LLI
. F—
U
Z)
w
F—
In
O
w
In r-
111 Z --
VaZ
Q
ROOF F p Lu
ALTERNATE 1:CEDAR SHINGLE,6"TO THE WEATHER N U
i ALTERNATE 2:ASPHALT ROOF W O _
VAPOR BARRIER W/ vi CI_
ICEAND WATER SHIELD z w 'o Q
PLYWOOD w a M cn
2x8 ROOF RAFTER ARCHITECT
' r o
I w
VERSATEX OR APPROVED SIMILAR PRODUCT 1X6 SMOOTH TRIM o Q O
- BOARD o F-
Q
s N
MULLIONS ON DOOR INSIDE NICHE TO MATCH MULLIONS ON < (� 0 N
DOORS ON PAGE A-201 wLn m
Z �cj
-- � ---- LU
VERSATEX OR APPROVED SIMILAR PRODUCT 1X4 SMOOTH TRIM � —' F- O
\. - 0 to
BOARD S
NEW WALL V U -0
CEDAR SHINGLE SIDING,6"TO THE WEATHER ,AWING IS E
-0"PLYWOOD SHEATHING -
2"x6"STUD
z'
/ \ DS.8i.21
3
REMOVED INSULATION
0
- � 02.24 21
ISSUE FOR PERMIT
12-1 d 20
H PRICING SET
p DRAWING SCALE
E
DRA I G N E -
BUILDING
N STRUCTURAL&CIVIL DESIGN Z ELEVATIONS
CODE COMPLIANCE F
�y o WEST
ccr SHERANENGINEERING L DAAWINGNO,
M
14NE NIIARAVENUE I A
ST AUGUSTINE,FL 32084 L5
�p L 631.8313872 � �O
BUILDING ELEVATIONS - EAST Ess
CALF.: L•-1•-p^
t
i
f
ROOF I
I 1 3 ALT 1: CEDAR SHINGLE, 6"TO THE
2Xi0 RIDGE 12 WEATHER
ALTERNATE 2:ASPHALT ROOF
ROOF VAPOR BARRIER W/
ALT l: CEDAR SHINGLE, 6"TO THE WEATHER 91
2 F 2X6 CT ICE AND WATER SHIELD w
ALTERNATE 2:ASPHALT ROOF
VAPOR BARRIER W/ (3) 2X6 —� A PLYWOOD E
ICE AND WATER SHIELD `L 2x6 ROOF RAFTER V
E
4"PLYWOOD1�-
2x8 ROOF RAFTER
tce
I
,rye• �� O
� `
f , � ,•,�,� �,• '� r w QZ � E
0 5 QNZ I
o �o o p w
N v O
i w O _
z w 'o O
1;7 �' ARCHITECT
0 ...
2"x 8" FLOOR JOIST @ 16"O/C
W
N
(2) 2Xi0 0 Lu O
BOLTED @ 16"O.C. NEW WALL o
STAGGERED CEDAR SHINGLE SIDING, 6"TO g Q
(BEYOND) THE WEATHER s
cn
o = N
4"PLYWOOD SHEATHING � (� � t\
0 2"x6"STUD - w @)
z L" OR
OR
6'2" o' 0Q o
w N
V V %0
� DRAWING,ISS E
05.21.21
REMOVED INSULATION
02 2A.21
_ ISSUE FOR PERMIT
O 12,1 A 20A•R
F' PRICING SET _
o DRAWING SCALE
F9
3'x 3'x 12" J.=v-o"
P.C. FOOTING DRAWING NAM
E/W NO.5 REBAR o BUILDING
14"O.C. E/W STRUCTURAL&CIVIL DESIGN z S ECTI O N
TRH J'Op CODE COMPLIANCE F
16"WIDE x 12" DEEP �~
CONC. FOOTING' '• E
4" P.C. SLAB t" SHERhEANENGINEERING
N DRAWING NO,
W/VAPOR BARRIER �`� I ` &CONSULTING o
UPON 4"CRUSHED STONE ��D ��35ah ��� 14NELMARAVENUE e
ST AUGUSTINE,FL 32084 /"�
A y� 631.8313872
BUILDING SECTION J 300
I
I I
I f
RIDGE VENT i
LOOKOUT FRAMING €(
SIMPSON CS20 x 24'' `
STRAP ON EACH RAFTER RIDGE BOARD
BAFr£e• ROOF SHEATHING TO BE NAILED 3'O.0 ON ALL GABLE SIMPSON HZ5A ON COLLAR TIE
> ENDS,EDGES AND FIELD wl8d COMMON NAILS EACH OUTRIGGER
TQHPAAT£ _
BLOCKING 4'0 G FOR(3)BAYS ON ALL GABLE ENDS W
Sire son.LSTA30 i?id ICE SHEILD UNOERLAYMENT REQUIRED _
NFt�€�7 p ,` MINIMUM 7-W WIDE OVER LIVING SPACE ROOF RAFTER U
OR - tiap at each R
$irrtpsDT)'MTSaO Rafter Strap (10)10D NAILS @ EACH END(TYPICAL)
Q.
-` at each Rafter Tall _ APA RATED PLYWOOD TO EXTEND - N
LVSTE ppp{g� TO TOP OF TOP PLATE W1(2)ROWS - DOUBLE RAFTER
OF Bd NAILS I'QC.STAGGERED }
I SOFFITVENT _ _ _ _ O
• t� W 9
3rUD SIMPSON HZA V) L !—
HURRICANE CLIP ON EACH LLI
Simpson H2A Hurricane Ties RAFTER S �V
` at each Rafter Tad SIMPSON GS20x36'@SIDES OF
I OPENING FROM JACK STUD TO PLATE - Z
OR RIM JOIST w1(9)Bd NAILS EACH SIDE F .0 w 0"
QQ 1-
SHEATHING TO BE NAILED @ - �` - Q .uj
4
HEADER o c,EDGES AND HELD. TE w O
} O o M
DOUBLETOP Z �, .0 O
PLATE C`') N
WALL STUDS @167 O,C., 0, ARCHITE
FASCIA BOARD
Ni
STRAPPING - n
-
-_. - FLOOR PLYWOOD NAILED d'ON EDGES w.q9)8d NAILS EACH SIDE W'
8 6'IN FIELD WI Sd COMMON NAILS
PLYWOOD SHEATHING TO COVER RIM JOIST& O W 0
- SILL PLATES,ABOVE B BELOW AND NAILED w/
FLOOR JOIST _' '�• (�'
PLATe (2)ROWS OF8d NAILS 3.O,O.ORPLYWOOD GABLE OVERHANG DETAIL 0,
-- _ SHEATHING CAN BUTT TOGETHER(A'SPACE) g tQ
WI(2)ROWS OF80 NAILS3'OC O !1T
SST „
DOUBLE TOP PLATELu
Lu OO
Q Q �n
Svnpun 57729.rdp 2x6STUDWALL PLYWOOD SHEATHING 0
Typical 2nd Floor
Strapping Detail V V 'o
NTS BLOCKING IN WALLS OVER B'-0' - SIMPSON CS20 x 36'METAL STRAP @ I6'0 C 8 AT rr DRAWING ISSUE
BOTH SIDES OF EXTERIOR DOORS,WRAPAROUND SILL a
PLATE,USE(4)NAILS INTO SILL PLATE ON INSDE EDGE, ""'---
ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)Bd O
NAILS INTO STUDS AND BOX BEAM, Z
NAIL SHEATHING TO SILL PLATE 02.2421
USING
G(2RED ROWS
OF 8d NAILS @ 3'O C, ISSUE FOR PERMIT
STAO 12.14,20
FLOOR JOIST (1)2 x 8 TREATED SILL PLATES ~ PRICING SET
p DRAWING SCALE
TERMITE SHIELD AND SILL SEAL QF- NTS
O
suwsaN lSi,l'>b= Q DRAWING NAME
m BLOCKING .�q ¢ CONST.
5nNP50N LTAS
O
STRUCTURAL&CIVIL DESIGN DETAILS
' 'DIA x 12'A B 32'O•C CODE COMPLIANCE o
(2)k5 REPAIR CONTINUOUS «12'FROM EACH CORNER I�
TYPical Wall and '.{ Wr3'x3'x i6^HASHER
HOT DIPPED GALVANIZED
Sill Strapping OR STAINLESS STEEL
Detail - t W
to SIIERMAN ENGINEERING N DRAWING NO.
STRAPPING DETAILS BUILDING CROSS SECTION: TYPICAL DETAILS �~ 14D&IECOLMAR SUE
ST AUGUSTINE,FL 32084
631.831.3872 Z) 4
CONSTRUCTION DETAILS BOO
CALE• NTS
E
I
EACH WINDOW TO RECEIVE(1)7116" I
THICK x SIZE OF WINDOW PLUS 4"
EA SIDE COX PLYWOOD
(2)ROWS OF 8d NAILS - 5 13/16" w
3' G O, STAGGERED o [
F—
INSTALLSIMPSONCS20x350N SHEATHING TO ? j
EVERY OTHER OVER OPENING Wi(18)8d NAILS OVERLAP TOP PLATE o, _ 6" ce
I
VVID TH V)
RIM JOIST w 6n a€_ " S � I
TOP PLATE _
TOP PLATE - O L J O`
HEADER
V ,Z,
INSTALL SIMPSON CS20x24'EACH
z
DOOR OR SIDE OF OPENING W1(9)8d NAILS c 0 UA
ul
WINDOWAREAS
HEADER o —0 v Q
MITJACK STUDS ^ w
a O 2
- o = ui. O.. H Z)
—
o Z
w . w1o0
STUD C)R071 OF 8d NAILS CL C ) CO
76.C. TA%tRED ARCHITECT
xn
SHEATHING chi
513116" rg�
NAILS AT BOTTOM OF HEADER @;O.C. PROVIDE He WOOD SCREWS @ 12'0 C. z J
NAILS AT TOP OF HEADER @ 3'O.C. ARO LIN D PERI METER OF WI NDOW F -7
NAILS AT TOP PLATE(2)ROWS @ 3'O,C:,STAGGERED go
CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL w ,
w OR ,
w Z .J in,
OQ �
g Lr?
w ,o
5 V V 10
w
k DRAWING ISSUE
z
3
0 __
ISSUE FOR PERMIT
O 12 14.20
PRICING SET
O DRAWING SCALE
GEo NTS
Q DRAWING NAME
iy C O N ST.
STRUCTURAL&CIVM DESIGN z
}. CODE COMPLIANCE F DETAILS
Y: w
W
Lar SIIERAN ENGINEERING it DRAWING NO
M
t*ti 14 NE LMAR AVENUE
ST AUGUSTINE,n 320M
631.8313872
CONSTRUCTION DETAILS 1401
CALE NTS
i
' - PROJECT
i
I
NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193
m1 w - - Numberdwiils IMASpitang
KW raRurlg
Radato top plate(Toe e0) - 3-Sd Pet Haller O O
06Tng-1b top ptow(Tod Ns4 Pefjoisl ' 0
4 WbP�dlB Fla t(Fara tiadai) _ G1ba adt lap - - �O O - LU
616d , 1ap - � SIMPSON SPH4 �
Collar TieloFafter(FamNaded) 58d Perile STRAP ~
3Ad - Nit end
Rm o ra er 1Erd Nailed) 2.16a - t
- _ SIMPSON LSTA9
Top PWA .Wicq WtFltmftW) 2-16d er Dot STRAP
cpHajotlalurmi:1 s(fiWNaTsd) 1,T6d Jomtse&Side
Smdlo SWdtfacenaled) - 2.16d 24'o.c
Header to Header(ace Nailed) - - 16d Wocatongedges O
LLI O•
Tip, �0113II { 1 _ - - _ Per2x4Smd
}�Q P� 50 d Typical Window and Door
- - 4i6d Per2xd3W 3 =J`:7"
Header Strapping Detail 3 Q N
Bottom Plale to Floor)asl,Band Jo sl,End Jdsl,or Blocs ng(Face Nailed) 2-16d r s Pa Fool Each Corner Z le
oT I�RBRg LU
SIMPSON POST ANCHOR
Joist to SN,Top lea trder(,Toe Nailed) - - '' - - - 4Ad 1 erJorsl 9 (g j, (j�,�,
Bndgngl0_ ce I( Nai ) - ABU44
W
odNg to Joist(Toe 14led) 2-w ," Each End _ -- vi OSockirg F=- I=-
t0__a op,are(ce _' ' w' - - POST ANCHOR TYP. WINDOW & DOOR STRAPPING z Ce O -0 O
- eamjast _
distort edgerto gearn(Toe Nailed) perlast -- w 0- CV) N
and joist to Na led) - - 1 ' per Dist
4 ARCHITECT
13and Joist to Sig or Top Plate(Toe,Nailed) 2.16d perlool 0
m
51ruiduml Panels 8,d
BoardDagDrW Stimung
_ 1'.For1'xF AB Per Support N
iq
1'x1D'orWider "" 34Id Per Su rl - O
� ECE SNm 611N;MBM -- .'0 ...A",
Gypsum Wallboard 5d coolers gel10•Ield ^.�
»g - a } C i`
Sorwtural Pa s An
Fbelbozrd Panels U
1716' 6d ,rEDgelVI'ield_ .y ZF L 110
5132. - r dgelo el -- - - O 0
Gypsum Wallboard 5d coders T dge 110 Few tx.x y o 1 7
tdBnxd ad
Par6d
etnatd_ -- - - - - ed 6•Edgerlr Feld „ �� Ld DRAWING ISSUE
n aa 5
Dagunal Slealhug - - �. v�.3�Jv� '�
1'Worl'it Z-0d - persuppolt �tp - } �+ ir
1•xlO*orwda 3-do persuppon -- —
aar_
clurdl a s - - STRUCTURAL&CIVIL DESIGN CD
zI--- _-_
P a ess 7'Edge 14'Field
CODE COMPLIANCE 3
grealer mu 1' 10d 3-Edge14-Feld
21
DaputlBoardSneabvng - - ` - - - C�E
U IS 2d F1k6a 1'xr per
2-Bd - -- wppoR, � ISSUE FOR PERMIT
12.1 d 20
'x'P°""°� a� °"' HDU1 1 - HOLDDOWN
StTER1v1ANENGIIYEERING 1- PRICING SET
"ROOF SHINGLES: &CONSULTING Z DRAWING SCALE
FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM 14 NELMAR AVENUE E NTS
OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN,OF 316"HEAD ATMF1667 OF A TABLE R3012(1) ST AUGUSTINE,FL 32084 (a DRA NG NAM
LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN,OF 314"INTO THE ROOF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 631.9313872 Q CO N ST.
SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314'7HICK THE FASTNER SHALL o
PENETRATE THROUGH THE ROOF SHEATHING LIVE LOAD 40psf GROUND WIND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD Z DETAILS
R905 26 ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. SNOW SPEED SPEED DESIGN DESIGN UNOERLAYA1ENi HAZARDS 0
CONS TYP V LOAD VULT(MPH) VASD(MPHI CATEGORY WEATHERING D F HL1NE TERMITE DECAY TEMP. REOUIRED
SOIL CAP 1500psf vulTt3o
20 PSF VASD 101 101 B SEVERE 3-0' M H S M 11 YES NONE
0
N DRAWN O.
DESIGN CRITERIA BEING USED 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND o
2016 UNIFORM NEW YORK STATE CODE SUPPLEMENT z
� CONSTRUCTION DETAILS 02
GALE NTS