HomeMy WebLinkAbout50021-Z �r
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 #: 50021 Date: 11/13/2023
Permission is hereby granted to:
Fili kowski, Karol
PO BOX 356
Cutcho ue NY 11935
To: construct accessory garage as applied for per ZBA approval.
At premises located at:
450 Dicks Point Rd, Cutcho ue
SCTM #473889
Sec/Block/Lot# 110.-5-22
Pursuant to application dated 10/26/2023 and approved by the Building Inspector.
To expire on 5/14/2025.
Fees:
ACCESSORY $868.50
CO-ACCESSORY BUILDING $100.00
Total: $968.50
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
211
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 tt Sa evw.Sot�tS��c�Idtow i"N . ov�
APIkIICA n0N FOR BUILDING PEIRMI
I,
For Office Use Only
PERMIT NO. V Building Inspector. I
4 w , v FiL6S,
Applications and forms must be filled out in their entirety.Inc4ovineran
. ,
applications will not be accepted. Where the Applicant is no �ElNG mo, i
Owner's Authorization form(Page 2)shall be completed. WN O
Date:03/15/2021
OWNER(S)OF PROPERTY:
Name:Karol Filipkowski JSCTM#1000-110-05-22
Project Address .5IwG S � , 4
Phone#:631-734-8150 Email:larolf@optonllne.net
Mailing Address: PO Box 356, CutChogue NY 11935
CONTACT PERSON:
Name:Karol Filipkowski
Mailing Address:PO Box 356, CutChogue NY 11935
Phone#:634=9446MEmail:karOlf O tonline.net
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#.
Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
♦]OtherGara e 9 35,000
Will the lot be re-graded? ❑Yes ii No Will excess fill be removed from premises? ❑Yes @No
1
PROPERTY INFORMATION
Existing use of property:residential Intended use of property:residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
residential this property? ❑Yes iRNo IF YES,PROVIDE A COPY.
❑CtiiieI':�f, d)( )ally'Readirig,.' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 296 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of bulddings,
addkkms,alterations or for removal or demolition as herein described.The appirant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorbed e►spectom on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section ZIOAS of the New York State Penal Law.
Application Submitted By(print name):K' rol F4wkowski ❑AutltorizteMO11.ner
Signature of Applicant: r Date:
STATE OF NEW YORK) 0410b
SS:
COUNTY OF 5_kEsa
r 0 l �i �" .� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the QwyQ-
(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
V
of Public
OAT -SCRWk\
EVE
\OTARYPLTI3LIC,NATE OF N� �
L. 4
No,OIGA6278
Where the applicant is not the owners,stmflf a isuffoik cointy
n
r �I IIIw IIII ,IIS °t
Comm'ssian 1ExPir s Dec.24,ilo
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owners Signature Date
Print Owner's Name
2
1
BOARD MEMBERS �� Southold Town Hall
Leslie Kanes Weisman, Chairperson
Solve` 53095 Main Road • P.O. Box 1179/ ��
Patricia Acampora 'd ,� Southold,NY 11971-0959
Office I oeation:
Eric Dantes
Robert Lehnert, Jr. w Town Annex/First Floor
54375 Main Road(at Youngs Avenue)
Southold,NY 11971
RECEIVED
2023 http://southoldtownny.gov 4D_A 6' 11:30
�✓�
ZONING BOARD OF APPEALS „ ,
BUILD DEFT.
TOWN OF SOUTHOLD APR � �. J2023x
F0171 x,I Tel. (631) 765-1809
I ld Town Clerk
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 2012023
ZBA FILE: #7759
NAME OF APPLICANT: Karol Filipkowski
PROPERTY LOCATION: 450 Dick's Point Road, Cutchogue,NY SCTM#1000-110-5-22
Sl°QRA DL I l 1 11NA 1'10'N: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
_.JFC'OLK COUNTY ADMINI,$]RA I IN CODE: This application was not required to be referred to the Suffolk
County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23..
LWRP D1 WIT1MNA"ION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PRQPEI TY FACT IDES "RIPTIO�N.° The subject property is a conforming 43,893 square foot parcel located in
the R.-40 Zoning District, The northerly property line measures 314.91 feet and is adjacent to Dick's Point Road,the
easterly property line measures 152.26 feet and is adjacent to Pinewood Road, the southerly property line measures
140 feet then moves northwest at 50.9 feet and then moves west 50.9 feet and then moves northerly at 148.27 feet
and is adjacent to Holden Road. The property is improved with a one and one-half story frame residence facing
Pinewood Road. There is an attached wood deck in the rear of the dwelling. The proposed accessory garage will be
located to the rear of the dwelling with the entrance driveway from Dick's Point Road(which was not drawn on the
survey) as shown on the survey map prepared by John T. Metzger, LS and dated July 26, 1999.
BASIS Or, APPLICATION: Request for Variance from Article I1I, Section 280-15; and the Building Inspector's
November 7,2022 Notice of Disapproval based on an application for a permit to construct an accessory building; at
1) located other than the code permitted rear yard; locate at: 450 Dick's Point Road, Cutchogue, NY. SCTM#1000-
1 10-5-22.
RELIEF REQUESTED: The applicant requests a variance to construct an accessory building. The proposed
accessory building, on this conforming 43,893 square foot lot located in the R-40 Zoning District is not pennitted
pursuant to Article 111, Section 280-15, which states accessory building and structures shall be located in the required
rear yard. The plan shows the proposed accessory building located in the front yard
AIDITIQNAL._1N}°O'R4I I"ll,�®1�; ,The Site Plan drawings submitted by Louis Schwartz, Engineer, with a revised
date of February 23, 2022, shows a proposed 1,200 square foot accessory two-car garage with a second story for
storage. The applicant's representative has stated that the driveway for this two-car garage shall be located on Dick's
Point Road, but the location is not on the survey map. The applicant wishes to store vehicles and a boat in the
Wage 2, April 20,2023
#7759, Filipkowski
SCTM No. 1000-110-5-22
proposed garage. The Board did question wily the Site Plan drawings show so many windows. The representative
responded that the applicant wanted the building to have a certain took and there are no plans to use the building for
other than storage of vehicles, a boat and other items and no plans for living quarters. The building will have no
plumbing and the second floor will remain unfinished with minimum lighting, Two,letters of objection were received
from neighbors stating concerns over the non-residential scale of the proposed accessory garage, tree clearance on
the currently wooded lot and the potential uses of the accessory garage.
FINDINGS OF FACT/ REASQN5jTOR 1,LQA�RLLM'_TIQN_'
The Zoning Board of Appeals held a public hearing on this application oil April 5,2023„at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
I i. Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment tonearbyproperties, with the conditions of approval imposed herein. there are several
detached accessory structures throughout this community where detached garages are common, although the large
scale of the proposed 1,200 sq, ft. accessory garage, is riot typical in this residential area. The subject property is a
heavily wooded L-shaped corner lot with three front yards, There is no conforming location oil the property for the
proposed accessory garage and there is no room for an addition of this size to be added to the existing garage attached
to the dwel ling The proposed location on the westerly portion of the lot has the least visual impact on the road and
the neighbors.
2. fhe benefit sought by the applicant cannot be achieved by some method, fieasible
for the applicant to pursue,other than an area variance. This corner property is burdened with three Stect frontages
which create three front yards leaving no conforming rear yard location for the proposed accessory garage
3. Town Law The variance granted herein is mathematically substantial,representing 100%relief
from the code. -lowever, the proposed front yard setbacks from Holden Road and Dick's Point Road are substantial
at 50 feet each and the setback from the property to the south is also substantial at 40 feet. These large setbacks from
property lines mitigate to the extent possible the proposed non-conforming location.
4. Town Law §2�-b3�b 4No evidence has been submitted to suggest that a variance in this residential
corniliunity will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply, with Chapter 236 of the Towns Storm Water Management Code.
5. Town Law "267-b'3 Ib' 5 . The difficulty has, been self-created, The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the Use of the parcel tinder the Zoning Code in effect prior to or at the time ol'purchase,
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RL$0, AJI'LO F, '��!E BOAI'U)-: In considering all of the above factors and applying the balancing test tinder New
L_ _N"_Q,— c
York Town Law 267-13. motion was offered by Member Acampora, seconded by Member Da,nt s, and drily carried,
to
GRANT the variance as applied for, and shown on the survey map prepared by John T. Metzger, LS and dated July
26, i 999 and the Plan prepared by Louis Schwartz, Engineer, last revised February 23, 2022.
Page 3,April 20,2023
#7759, Filipkowski
SCTM No. 1000-110-5-22
suggg—ro -rHE FOLLOWING CONDITIONS:
1. The applicant shall submit an updated signed and sealed survey depicting a driveway for the garage entrance
from Dick's Point Road, as well as providing the proposed lot coverage calculation of the parcel.
2. The subject accessory garage may not be used for any business/commercial purposes.
3. The subject garage shall be used For the storage of the applicant's own personal vehicles and boat and shall not
be used to store commercial vehicles.
4. The second floor shall remain unfinished, unconditioned storage for the applicant's own personal belongings
only and shall remain uninsulated with open studs, no heat, no air conditioning or habitable living space.
5. The subject accessory garage shall not contain any Plumbing other than an exterior hose bib.
6The applicant shall maintain a 25-foot-deep non-disturbance wooded buffer along the Dick's Point Road(other
than an opening 11ir a driveway entrance)and Holden Road frontages and a 20-foot-wide non-disturbance wooded
buffer along the southerly property line for 150 feet starting at Holden Road.
This approval shall not be deemed effective until the required conditions have been met.At the discretion of the
Board of Appeals,failure to comp4y with the above conelitions may render this decision null and void
That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree of nonconformity.
IMPORI
Please Read('arefully
An deviation franc the surveJ,,,site plan and/or architectural drawings cited in this decision,or work exceeding tile
seope of the relieJ'granted herein, will result in delo�ys and/or a possible denial kjr the Building Department qf a
,,a new qpI
building permit and/or the issuance of a Stop Work Order, and may requirt. alieation and public hearing
before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and or sunny cited
above,such as alterations, extensions,demolitions, or demolitions exceeding the scope of'the reliefgranted herein,are
not authorized under this application when involving noncon/ormilies under the zoning code. This action does not
authorize or condone any current or future use, setback or tither feature of the suject property that may violate the
Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action.
TIME LIMITS ON THISAPPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold
any variance granted by the Board of Appeals shall become null and void where a Certificate of occupancy has
not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)
years from the date such variance was granted. The Board of Appeals may, upon written request prior to the
date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. IT IS THE
PROPERTY OWNER'S RESPONSIBILITYTO EN I'H THE CODE REI UIR
I L1
TIME—FRAME DESCRIBEDHLREIN. Failure to comply in a timely manner may result in the denial by the
Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new
variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson), Acarnpora, Dantes, Lehnert, and Planamento (.5-0).
Leslie Kanes Weismari;`Chairperson
Approved for filing 12-1 /2023
p
.P SCDHS REF. # R10 - 97- 0053 ,wY AVERAa W OR TO'T "�`19 A WUTW
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EXISTING HOUSE- 2317 sq-11.
.l am'familiar with the STgIVDAt30S FOR APPROVAL
00 o Pf�OP. GARAGE: 1492.5 Sq. 11. AND CONSTRUCTION OF , UBSURF,ACE SEWAGE
DISPOSAL SYSTEMS FOR S'INCLE FAMILY RESIDENCES
zo and will abide by the cond1lons set forth /herein and on the
38/0/43893 - 0.087 permit to construct.
1A.91
LOT COVERAGE = 8.7/ s~ 0
•
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shown hereon ate from field observations
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SURVEY FOR
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Z496 8..: 1000 — 110 - 05-
CER TIFIED
5-CERTIFIED T01 Scale: = '40
N.Y.S. LIC. NQ. 496/8 �,P•
CHICAGO HIO TIT E INSURANCE COMPANY july 179, 1996
ECO dIC YORE, P.C. 8 0ug. , 1,9.96 (CERT1F'ICA TIONS)
PECONIC ABSTRACT, INC.INc. s� oe o/sr
15/6'1 x"665 5'0 "0 NORTHFORK BANK OARAGO
P 0 Box ;909 n w 6, 1998 t pools � �/�,�IL /, �C�2 �P�to�:
Aug. 24,202311of coverage! I� 11��"il ! tk out
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1230 TRAVELER STREET O AN ON ARED,RO:ZI
SOUTHOLD, N.Y. //971 AREA = '4x ,893 sq.ff. Aril 23, /998 / conc. foundation
JUL Y 26, 1999 ! final J
OAR — Ong
� |
FILIPKOWSKI GARAGE
570 PINEWOOD RD .
CUTCHOGUE N .Y.
8 — — � � ' �
11
1 .06 ACRES
1200 SQ. FT. UNHEATED GARAGE W/ STORAGE
ATTIC OVER & OPEN STORAGE @ SIDE
L INE OF ROOF OVERHANG
SLIDING BAFI, DOORS SLIDING BARIf DOORS " 1 1 36"X48"I WINDOW
2- -3/4"x14" LVIL FLUSH HEADER OVER OPENING 2-1-3/4"x14" LVL FLUSH HEADER OVER OPENING
-2X6 @ 16" OC STUD WALLS ROOF OVERHANG @ STORAGE AREA 0
12 ASPHALT/F I B ER GLASS SHINGLES GENERAL NOTES
4 ROOFING FELT 1 All work shall conform to the requirements of the 2020 Building Code of N.Y.
112" PLYWD. SHEATHING State, County and Town Department Regulations, Utility Company requirements and
2X8@ 32" OC —A best trade practises.
zo
0 Doi 2'-0" WIDE x 3/4" THICK PLYWD. GUSSET 2. Before commencing work the Contractor shall file all documents required by the
T SCREWED & GLUED TO BOTH SIDES OF Building Department, pay all fees required by local agencies and obtain all required
w. EACH RAFTER TYP. permits.
@ DORMER WIN OWS 3. The Contractor shall visit the site and verify all dimensions and the existing
(6) TW 84 DH conditions affecting the work prior to construction. Any discrepancies which would
UNFINISHED/ UNHEATED STORAGE
MULLI�NS 16" OC interfere with the satisfactory completetion of the work described herein shall be
2XIO @ 16" OC ROOF JOISTS. SLOPE TO DRAIN I ?:
u) 0 __ I -, 2 n 12 reported to the architect or property owner. Do not start work until such conditions
0 Lu
TECO TO LEDGER x have been examined and a course of action mutually agreed upon. Failure to notify
0 < 19 the owner or architect of unsatisfactory conditions will be construed as an acceptance
co 0! 2X4@16" OC_/ of the conditions to properly perform the required work.
uj
ROLLED RU13BER MEMBRANE ROOF
4. All work is to conform to the drawings and specifications of the architect and
Ir engineer consultants.
3/4" PLYWD. FLOOR 5. The Contractor is to maintain a complete and up to date set of plans on the
u) 14" TJI'S ( NO COLUMNS OR POSTS) 6. The drawings are not to be scaled under any circumstances.
Lu
W 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
\_-2-1-3/4"x14" LVL FLUSH HEADER OVER OPENING including storage and toilet facilities,protection of existing work to remain,access to
2X6 @ 16" OC STUD WALL
1/2" COX WALL SHEATHING work area, hours of permitted work,availability of water and electric power and all
. job site at all times
TYVEK HOUSE WRAP other conditions and restrictions for this particular location in order to execute the0
CEDAR SHINGLE SIDING work in a careful and orderly manner with the least possible disturbance to the public.
8. The Contractor shall make the neccesary arrangements to utilities and services
' 0 < GARAGE temporarily disconnected while performing the work as required.
co
—FOUNDATION WALL
9. The Contractor shall provide all dimensions and cut-outs for other trades.
Z 8" POURED CONC. W1
#5 BARS VERTICAL @ 24" OC 10. The Contractor shall provide proper shoring and bracing for all remaining structure
0 #4 BARS HORIZONTAL @ 16" OC prior to removal of existing structure.
u/AR.wu ,cFROM BOTTOM opWALL 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
NEW POUR. CONC. RET. WALL
8"x6'-O" W/ 24"x8 POUR. CONG. FTG. persons who shall arrange for and obtain all required inspections.The General
Contractor shall be responsible for scheduling all other inspections as required.
12. The Contractor is solely responsible for construction safety and shall hold the
— — — — — — — — — — — — — — 4" REINF. CONC. SLAB @ GARAGE INTERIOR r owner and architect harmless from litigation arising out of the Contractor's failure to
UNFINISHED INTERIOR 7777-77=7 provide construction safety means and methods.
' CONSTRUCTION NOTES
. / _/
r - - - - - - - -
_ _ _ _ _ _ _ _ ---- 3.11.18 1/4^ ~ 1'-10^ 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
REV. 128.19 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted.
FLOOR PLAN ~- REV. 2J.22 3. Sill plates shaill be preserved, treated wood and be installed above a 16 oz.
1/4^~1'-0^ 321.18 REV. 223.22 copper termite sheild.
REV. 1.28.18 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
REV. 2.7.22 with the New York State Building Code and manufacturers specifications.
5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
upon by an engineer and certificates shall be issued stating same.
6. Unless otherwiise noted all framing and structural wood components shall be
#2 or better Douglas Fir.
7. All framing techniques and methods shall be as prescriptive design based on
AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
or as specified in R301.2.1.1
8. All building envelope components shall comply with Chapter 6 of the Energy
Conservation Code of the State of New York.
9. Fireblocking shall be provided in all wood framed construction in accordance
with NYS Code R 602.8 to form an effective fire barrier between stories and
8Obetween the top story and roof space.
10. Protective panels shall be provided for glazed openings in accordance with
NYS code R301.2.1.2 if they are required.
and climatic criteria as stated in the following table.
GEOGRAPHIC & CLIMATE DESIGN CRITERIA�
GROUND SNOW LOAD 45 psl
WIND SPEED 130 MPH
SEISMIC DESIGN CATATGORY B
FROST LINE DEPTH 3 6
CONT. FTG. UNDER DOOR CONT. FTG. UNDER (DOOR
TERMITE THREAT MODERATE TO HEAVY
F DECAY
SLIGHT TO MODERATE
FLOOD HAZARD AS NOTED
0 01w TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LWE LOADS(in pounds per squam foot)
uj USE LOAD
Attics with limited storageg,h 20
Atbcs without storage 10
010
F_ Decks13 40 DR
0 co Exterior balconies 60
Lu
0 Fire escapes 40
11� Guardrails and handrallsd 200i BUILDING DEPT
Guardrails in-fill componentsf 507,
Passenger vehicle garagesa so;,
4" REINF. CONC. SLAB @ GARAGE INTERIOR GRAVEL BED @
STORAGE AREA Rooms other than sleeping 40
rooms
Sleeping rooms 3
IStairs _40c
FOUNDATION PLAN
FLOOR PLAN
NEW POUR. CONC. RET. WALL 77006 SECTION
101
ress
9TA
- - - - - - - - - - - - - -
0 ... .......
I L - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -
1 4
RT
FOUNDATION PLAN
'
'
|
_ 2'-0
1/4^~1'-O^ 321.18 PO BOX 49
�` �
_
REV. 1.28.19 `, .
JOAN CHAMBERS SOUTHOLD NY 11971
REV. 2.7.22 `� � | |
RFV_ 2�237r
`
--
F I L I P KOWS K I GARAGE
570 PINEWOOD RD .
CUTCHOGUE N .Y.
KAROL FILIPKOWSKI ( OWNER )
SCTM # 1000- 1 10- 5 - 2 2
R-40
1 .06 ACRES
PROPOSED:
1200 SQ. FT. UNHEATED GARAGE W/ STORAGE
ATTIC OVER & OPEN STORAGE @ SIDE
NAILING/FASTENER SCHEDULE
RIDGE STRAP: SIMPSON LSTA30
SHALL 8E INSTALLED TO CONNECT
FIBERGLASS/ASPHALT SHINGLES— — EACH PAIR OF OPPOSING RAFTERS
------------- — --- _______ ------ -------- — ---- -------- PER 3.2.5 OF WFCM 2001
DORMER—_
------ -------------- ---- --- -- 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE
8D COMMON @ 12" OC @ PANEL FIELD
-Ell
8D COMMON @ GABLE ENDWALL RAKE
REFER TO TABLE 3.8 WFCM - SBC
_ DORMER
-- — -- JLL [ILIL 34"x65" DH 34"x65" DH
----- -- PROVIDE (3) 3/8" ThiRU BOLTS
EACH END OF COLLAR TIES TYP.
-- ---- — 6D PLYSHEATHING
FIBERGLASS/ASPHALT HIN,
— SIMPSON H7Z HURRICANE TIES 6D COMMON
@ MON @ 3" OC EDGE
TW 28410 23'-4" CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD
TOP PLATES @ EACH RAFTER
ROOF OVER OPEN STORAGE AREA ROLLED RUBBER MEMBRANE ROOF OVER EXTERIOR STORAGE
PROVIDE SIMPSON LPT4 OR
EQUIVALENT TO TIE RIM BOARD
TO DOUBLE PLATE TYP.
- -- N
PROVIDE SIMPSON H6 OR
CEDAR SHINGLE SIDING OF BOTH F TO TIE WAIL STUDS
OPEN = CEDAR SHINGLE SIDING OF BOTH FLOORS TO PLATE &
BAND JOIST @ 16" OC TYP.
PROVIDE SIMPSON H6 OR
EQUIVALENT TO TIE WALL STUDS
5-1/2" CIA. STEEL COL. 12' 0" 9'-0" 12' 0" 9'-0"
ANCHORED TO FOUNDATION WALL SLIDING A N DOORS SLIDING A N DOORS OC 5-1/2" DIA. EEL COLS.
TO PLATE & BAND JOIST @ 16"
3'-0"x 4'-0"
P.
cv 3'-0"x 6'-8" GRADE @ REAR
ENTRY DOOR O
PLYWD. FLOOR SHEATHING
POURED CONC. FOUNDATION WALL I I 8D COMMON @ 6" oc EDGE
LINE OF STEPPED O NIDATION WALL 8D COMMON @ 12"OC FIELD
LSTA 18 UPLIFT STRAP
PROVIDE APPROIPRIATE METAL CONNECTION WALL TO FOUNDATION
PLATE WASHER, NUT &ANCHOR W/ 4-8d COMMON NAILS @ EACH END.
BOLT TO TIE SILL PLATE TO
MASONRY FOUNDATION TYP @
6'-0" OC FOR 1 STORY, T-0" FOR
POUR. CONC. L_ — — — — — — — — — OPENINGS AN12"FROM
TCORN MIN.&
REINFORCED GRAVEL @ STORAGE AREA 12" DEEP.
GRAVEL @STORAGE AREA I I FOUNDATION WALL
LINE OF SLAB
MASONRY STOOPIL
— — — — — — —\
R5012.2.TPRDTImanow OF OPEXMS, EXTERIOR+SLAZINS IN BUILDIMM LOCATED IN
wmwme AEM5 R5sIm*%TALL Be PRUTEIGTw MOM VaNPOORNE IiMVJ$.
I \ \ I 6LAZ i7 OFEMl+S PROTECTION AOR AINVEI I c OM5 SHALL N=T Mr;:
\ \ 120"I x 10" POUR. CONC. FTGS. @ T-0" BELOW GRADE I I Or T!-E LARSE MISSILE TILT OF ASTM IE MIS AND ASTM E I&M As
— —I - - - - - - - - - - - - -L - - - - - - - - L-- - - - - - - - - - - - - — — — — — — — \ - - - - - I— - - - - - - - - - - - L -j — MMIPIED14526TION !3191�.12.1.6ARA1STDOM SLA OMNIN6MOTECTION rm
— — — — — — — — — \ — — — — — — — — — I Wih �1a BIRIS 5}A 1 5. THE TABLE
MLOTS�AN ItrfT'A+GT-I�E515T1l�
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BT�4t+D,+�diD�IiJLL?AaMAItS.(S�ETJtiHLEl9E3AN
EXCEPT N'a
NORTH ELEVATION ( FRONT) EAST ELEVATION (SIDE ) k0oD sTRucnmt_PAmsWITfiATH1004EWOFNOT LE55 TI-11AN%INCH AND A
3.11.18 1/4" = 1'-0" 3.11.18 1/4" = 1'-0"
5PAX OF NOr MCAM MAN b FEET SHALL_BE FERMITTE'D FOR OMMNS PROTECTION(.
PANELS SKALL CC PR5rUT ANP REV. 1.28.19
REV. 2.7.2 2 REV. 2.72 29 PREDRILLED AS REGUNRM FOR THE A� NOD ANtD�s�T�
CaPE�11N�GC�NTAJ'N!N&THE PRODUCT WlTtf T+fl= �1.AZS'?Cil°�11N8.PAAIEi.5 SHIAI..L.BE
REV. 2.23.22 REV. 2.23.22 WITH THE!ATTA I RAI@OKAM£ PROVIVED. ATT,A4RWNT5 SHALL. BE CNM&NEC7TO
RESIST THE c-owo er At1D GLADAIN6 LOADS vrimim p IN,AccoiDANGE WITH
INTIRM TA Lr R501-7M OR A -1,WITH TT'fL'PERNTAW-Wr GOIRROSION-R "E515TANT
ATTAe,fMO4T HAdRDW AM PI!D AND ANG4-IOR_"5 T''ERMAALRT1.Y MTAL D ON "
'BUILT M, ATTAC44MENr IN ACCCIRDA%Z KTH TABLE 85012.12 15 FERMI I I POR
91JIM955 AIT14 A MSM BOOP+4ElSf'1T of=45 FEET OR LESS WFBRE THE ULTjt-T yr:
Desi&N"ND wmem, 13 IbO"PH OR LEW.
,'ABLE k5oi"2.f„2: WINDBORNE DEBRIS PROTECTION FASTENIN+S
SCHEDULE FOR WOOD 5TFIZTURAL" PANELS
P ASTWeR 5FAGINS
FASTENER TYPE 4 FOOT is FOOT
PANEL SPAN t PANEL SIPA N <PANEL SPAT+!
<4 FOOT <Fi FOOT <&FOOT
BASW ANC44OR WITH 2 16 10 @
IN0I'1 VvE M L. TH
NO. 10 AV= zcfep!
5A5ED ANCHOR WITH 2 16 12 cl
INCH EMSWMENT LEN5TI4
A INCH LAO SSW
5ASED ANCHOR WITH 2 16 0 Ib
IW.,H EMBEPMENT LZNSTH
---- a. TH15 7A5L.E 15 5A5LV ON 180 MPH ULTIMATE
- --_-- — ------- --- O I+SN
�FET.KND 5' S7 AND A rOOT MEAN RG
— --- — - I•EI
b. FASTLFNMS SHALL BE INSTALLeP AT OPPI
ANDS OE THt WOOD STR14710zAL>FIANML.
I-ASTENEl2S SHALL BE LOCATED NOT LESS TOAN
--- INCH MOM THE EDISE OP Tf EE PANEL..
C. ANClqOR5 BALL PENETRATE TNfROUSH THE*
EXTERIOR.WALL GRINS Y rn4 AN EMBEIDME1+1T
14] 11LENGTH OF NOT L.'ESS THAN 2 M+117-5 INTO THE
— - -- T�lILD11 FRAME. FASTENERS rS+4A4L.a,. £E WOCA=
DORMER NOT LESS THAN 2 Y2 IWHE5 NWM THE 'EDGE QF THE
FIBERGLASS/ASPHALT SHINGLES
34"x65" DH 34"x65" DH C4x4c'RETE BLOCK OR GONG
d. PANELS ATTAGHE P TO 1 A—csC* Y OR
MA5ONRYt57Uc Co 54ALL M ATTAII+W U51N6
riles I I
V15RATION-RZ515TANT ANC.HOR5 t1AYll+O AN
— ---- ------- - --- _ -- — ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS
ROOF OVER OPEN STORAGE AREA
REV. 2 . 7 . 22
--- --- - L - - - - - - - - - - - - - - - - - - - - - - - - -► REV. 2 . 23 . 22
�— OPEN
CEDAR SHINGLE SIDING
5-1/2" DIA. STEEL COL. ELEVATIONS
CONIC. FOUNDATION WALL
I I
I I
I I
I I
I I
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — —
LINE F LAB
SOUTH ELEVATION ( REAR ) _ _ _ _ _ _ _ _ _ _ ----�� —
- - - - - - - -� WEST ELEVATION (SIDE )
3.11.18 1/4" = 1'-0" C - - - - - - - - - - J 3.11.18 1/4" = V-0"
REV. 1.28.19 REV. 1.28.19
REV. 2.7.22
REV. 2.7.22
REV. 2.23.22
SCALE AS NOTED
NE MARCH 2 1 , 2018 ( REV. 1 .2 8. 19 )
* ° 'A
F` Z
A 102
77006
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