HomeMy WebLinkAbout51006-Z �o4tofso("/ Town of Southold
* * P.O. Box 1179
o� 53095 Main Rd
oNM Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46597 Date: 10/21/2025
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 145 Horton Ave Mattituck, NY 11952
Sec/Block/Lot: 141.-1-37.2
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/17/2024
Pursuant to which Building Permit No. 51006 and dated: 07/30/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory garage as applied for.
The certificate is issued to: Theofilos Katehis , Maria Katechis
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
L4ed Signatur
n FQ!t TOWN OF SOUTHOLD
�o�gQf � -
BUILDING DEPARTMENT
H x
' TOWN CLERK'S OFFICE
"may • �� 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#: 61006 Date: 7/30/2024
Permission is hereby granted to:
Katehis, Theofilos
157-58 25th Dr
Flushing, NY 11354
To: Construct accessory garage at existing single family dwelling as applied for.
At premises located at:
145 Horton Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 141.-1-37.2
Pursuant to application dated 5/17/2024 and approved by the Building Inspector.
To expire on 1/29/2026.
Fees:
ACCESSORY $312.50
CO-ACCESSORY BUILDING $100.00
Total: $412.50
Building Inspector
07
Of SOUTyO�
TOWN OF SOUTHOLD BUILDING DEPT.
o�m� 631-765-1802
INSPECTION
[WrOU NDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION
[: ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
�VYVJE4 `
DATE INSPECTOR
OF SOUTyO�
* # TOWN OF SOUTHOLD BUILDING DEPT.
couffm 631-765-1802
� �
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[. ] F ATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C O [ ] RENTAL
REMARKS: 4v"lvl
snAV
Mji^- UA NOD
DATE 7'OY INSPECTOR
OF SOUlyO
�* TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1602
INSPECTION
[ ] FOUNDATION 1ST/ RE13AR [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ NAL AZ-67
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O 4xq&
RENTAL
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FOUNDATION (2ND)
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FIN AL
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ADDITIONAL COMMENTS
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aSUFfn�r�o�y TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 his://wwNv.southoldtowiiny.g
Date Received
APPLICATION FOR BUILDING PERMITLS
s T.
� 3
For Office Use Only
9
PERMIT NO. 91 a0 4e Building Inspector: MAY 1 7 2024
Rppllcations and forms must be filled out In their entirety Incomplete;. 1a"1,D' Tii +;r'`f`,
application's will not be accepted,".Where the Applicantis not the owner,an
O,wner's Authorization form(Page 4shall be completed `
Date:
OW'NER(S)OF PROPERTY
;tom .-T Name: 1 I .. ..ILLS. .. ..� 1 � SCTM#1000- i�..� f7 a d
� ] T , 1 i
Project Address:.. �_T1IQR.1Q.'94-..... �.� _.....M .
Phone#: — 2J Email:
Mailing Address:
CONTACT PERSON.
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONALINFORMATION:
Name:
,. .
Mailing Address:. i A 1 VL-o,Z.
Phone#: ,. O Email: Q1.
.. . . 1Nv1
CONTRACTORJNFORMATION.
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION "
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[]Other $ !0®t7Dl�
Will the lot be re-graded? ❑Yes 4No Will excess fill be removed from premises? ❑Yes TrNo
1
:PROP
ERTY, '. ..
of use Existi ng property: Intended use of property �A-M
... . _. . ..... .. .12 �.rr�-tom.. ..
Zone or use district in_ which premises is situated: Are there any covenants and restrictions with respect to
1
F) 0 this property? ❑Yes Ao IF YES, PROVIDE A COPY
.Check Box After,R@ading. The owner/contractor/design professional is responsible for all drainage anil5torm water issuesas provided by
Chapter 236 of the Town Code,.APPLICATION IS HEREBY MADE to.the Budding;Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance ofthe Town of Southold,Suffolk,County,New-York and other applicabie Laws,Ordinances or Regulations;'for the construction of buildings, .'
additions,alterations or forrernoval o[demolition as herein described The applicant agreeslo comply With all applicable laws,ordinances,building code,
housin code and regulations and to admit authorized inspectors'on premises and in'bulding(s)for necessary inspections:False statements made herein are'g
punishable-as"a Class'A misdemeanor pursuant to Section 230.45 of the New.York State Penal Law...
Application Submitted By(print ame): V69FI LO S l<A-CE H I S ❑Authorized.Agent MOwner
Signature of Applicant Date S'll (' LI
_. .... ,W.....
STATE OF NEW YORK)
� " S,S:
COUNTY OF �.3ahfa\L_ )
go-P bS "Q h I S being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 202
Notary Public
MARIA PRIKAS GANLEY
PROPERTY OWNER AUTHORIZATION Notary Public-State of New York
NO.01 PR5003206
(Where the applicant is not the owner) Qualified in Suffolk County
My Commission Expires Oct 19,2026
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
$ f p
Town Hall Annex , Telephone(631)765-1802
54375 Main RoadFax(631)765-9502
P.O.Box 1179
Southold, NY11971-0959X
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER-CONSTRUCTION
Date: _ 2
Owner:
Location of Property:
Please take notice that the (check applicable line):
o/ New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):Truss type construction (TT) WIA
Pre-engineered wood construction (PW) Q IA
Timber construction (TC) YvlA-
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F) IJ/A-
Roof framing (R) ti/l
Floor and roof_fra ing (FR)
Signature. _,I�;� '-` .✓- — - __.
Name (person submitting this form):
Capacity(check applicable line):
✓/ Owner
Owner representative
TrussRegMdocx Effective 1/1/2015
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this department and Yoand YSTEMS FOR THtSY RAESiDENCE &E ODNFDRM
YacliitiaS Yor this loco!=on hav
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q. 0. Suspect Od by /1 ('_"' jTE• TO THE STANDARDS OF THE S WLR COUNTY
b A I Sa®9 gatl Y6atorT(1 0. w� DEPARTMENT OF HEALTH-SE 'teES.
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SUFFOLK COUNTY DEPT. OF-HEALFH-9£RVICES
. m / sTo'eY FALgME m FOR APPROVAL OF CONSTRUCTION ONLY
(� N NouaB 0 ZDNm DATE H.S.REF:NO.
uj AREA OF PLOT I91-04
SO.FT. APPROVED
E i7 0•N '!.O' G Pi s' q9 Z 0 PROB 1-1 FLOOR S0.FT.
Aa O PROP 2"c FLOOR SMO.FT. unAmHONEEo iEAATwn oR ADIXiIOx ro TI0.4 suRVET g A vouTpN of sEOTox
S,T V PROP BASEMENT SD•FL OOFTFS OE TMISrSUA EY ILV�pT 9E/AdG ME I-.6UINFYOMS—ID
wcu_ PROP GARAGE 50•FT. E—WEOSEALSIIALLNOT8-1—R--SE
4 AI O FOR A WC
UA=S O aNED MERE-S.—-
DATUM VfCa w nr ro THE FEPsrnu
THe GUPVEr¢EREFAREn-G DH HLs eExAu TO THE rmE rnur.Rr
• .� lD GOVHINNWTAE AOExOY AHD IENpHG DIS NOw u6 HFEiEON.OUAAAntEEe OP
_ p.' n d) THERE IS NO SURFACE WATER WITHINunnFlc.LTuxs ARe xor TAAxsreRAeu To AmmoxAL msmuraxs oA sueseouenr
O• VI 200 FEET OF THE PLOL AwxFRs
YT FD. 106.66' FD.
8^tea ¢ p 9 GUARANTEED TO
��' S.550 20'OOp W. 100.00' Q,. Sa 0THo&o SA✓1AVG S QAA/AY
o m CHICAGO TITLE INSURANCE CO. 64ce-o3423
100.0 say H O R TO N AVE. ea.2 MAP OF LAND LOCATED AT
o _
OILED BLUESTONE PAVEMENT U) A" L,a TTITUCK
LIL13
TO,> F SO6T40L COUNTY OF SUFFOLK
!>.LAI�I'r 1� �',; ED FOR
V
A HOMES INC.
° a DATE 6-13-83
THE OFFSETS AND DIMENSIONS SHOWN HEREON
ARE
NOT INTENDED TO GUIDE IN THE ERECTION IDLS
T -NA14 O -PIPE OFFENCES,RE My OREWCO SORUC ION OR SCl1LE• IN_3O/ •_
ADDITIONS OP ANT OFNE MEREFTR E NOT OR LICENSED LAND RV_EYOR
-STAKE ■ •MONUMENT PLANTING AND SHOULD THEREFORE NOT BE 125 ROUTE 25A
USED AIRROSE6
ii[i[XY PEllNL
400 Ostrander Avelue,RNerhoad,New York 11-101
tel.691.1212303 1ax.651.121.0144
odnln9ywngenglroerNgeom
P Harvard YI Young,Land Surveyor
Th—C.11-9 WOlpert,PrWesslonal Eriglroer
r N Desglas Adorns,PreFeselonol 6ytroer!6eelogbt
0 Danlel A.Vi—r,Lard Surveyor
8 N
W �?, E SITE DATA
j AREA=18,600 SQ.FT.
S •VERTICAL DATUM =NAVD(1988)
S�e�
a
oY � ' 0p9Ty�J
c°O� .aye Id o°<°F°p, �
ti� 30
S7 O
� SURVEYOR'S CERTIFICATION
�• ,Pd -�`` •WEHEREBYCERTIFYTO MARIA KATEHIS 6,THEOFILOS
KATEHI S THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE
B !y dp CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE STATE
ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
0 g
'p 0 .' < a?a �._�� .ram n�P
` +
DAANIEL A.WEAVER,N.Y.S.L.S.NO.50M
SURVEY FOR
MARIA KATEHIS &
THEOFILOS KATEHIS
/ at Mattituck.Town of Southold
/ Suffolk County,New York
a FOUNDATION LOCATION SURVEY
Cowty Tw Map 1000 .— 141 —,Of Let 37.2
FIELD SURVEY COMPLETED APR 18,2025
\ / MAP PREPARED PR A 21,2025
'YQ �" / LEGEND Record of Revisions
�y REVISION DATE
CH =CHIMNEY
CLF =CHAIN LINK FENCE
CMF =CONCRETE MONUMENT FOUND
CMS =CONCRETE MONUMENT SET
g EOP. =EDGE OF PAVEMENT
3 IPF =IRON PIPE FOUND
OL =ON PROPERTY LINE
WIF =WIRE FENCE
WDF =WOOD FENCE 1 30 0 15 30 60 90
WSF =WOOD STAKE FOUND
w'S =WOOD STAKE SET Scale:1"= 30'
=END OF DIRECTIOWDISTANCE ,TDB NO.2025-0066
® -W�" DWG.2006_0038_20250066_bp IOF1
�,K-7
400 0ettuAof A—,MvolhoaL NM York IKOJ
rLPA
X=L=
Mnt—Amro,
C-1i
n SMkATA
AREA=18,600SQ,Fr.
VERTICAL"TVA -NAVb(IM)
d;
o1p
IN-
SURVEYOR'S CERTIFICATION
WE WRM CERTKIFYTO MARIA KA7MHIS&THEOFILE33
KATCHIS THAT TWS SURVEY WAS PREPARED IN ACCORDANCE WITH THE
cote OF PRACTICE FOR LAND SURVEYS VRVEYS A Ov TOTE
ASSOCTATIONOFFROFESSMMLAN sm LF'_
'\0
69
3
HOVVAWVV.YOUW,.MY-97LSN0.45
DANM WEAVER,W.S.L.S.Ko.Sam
eo
SURVEY FOR
MAMA KATEWSA
z THEOFILOS KATEMS
at Mattituck,Town of Southold
Suffolk County,New York
ON LOCATION SURVEY
IS, C-11Y T-ft oa r 1000 s — 141 02 — 37.2
Fla SURVEY COMIPLETE D AM 202
MAP NaAkFb APR 2118:ZD25
LE6END Record of RevWons
REV1510N DATE
ap UM FENCE
CAW =CONCRETE MOMMEW FOLNO
cMs -CONCRETE MONUMENT SET
COP =EWE OF PAVEMENT
KIM .IRON PEPE FOUND
OL ON PPDP84W L1W
wrp -WIRE FEI403
9 wor =WOOD FeWC
30 0 15 30 60 90
WSF
WSS WOOD STAKE SET Scale:P z 30'
.END
M DIAEMOMTSTANCE
10,NO.
WaL bVV&2006-oD38-w29-w6b-bp
GENERAL NOTES EXCAVATION AND CONCRETE FOUNDATIONS
1, THESE NOTES ARE PART OF THE PLANS AND SPECIFICATIONS, AND ARE TO BE COMPLETED WITHIN ALL 1.) WHEN EXCAVATIONS ARE 5'-0" OR GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND,
RESPECTS. MORE RESTRICTIVE NOTES MENTIONED ELSEWHERE ARE TO TAKE PRECEDENCE OVER THE THE SIDES SHALL BE SHORED AS PER SECT. C-26-1903.2(A).
FOLLOWING.
2.THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE SO THAT HE MAY DETERMINE THE DIFFICULTIES HE 2.) PROVIDE GUARD RAILS OR FENCES AT EXCAVATIONS AS PER SECT. C-26-1106.5.
MAY ENCOUNTER DURING CONSTRUCTION. AND CONDITIONS PRIOR 3.) ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL PRESSURE OF THREE (3) TONS /� �� tr ENERGY COMPLIANCE STATEMENT:
3.ALL DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PER SQUARE FOOT (UNLESS OTHERWISE NOTED), SUBJECT TO VERIFICATION BY INSPECTION, BY / O
TO THE COMMENCEMENT OF ANY WORK AND SHALL, REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE AN ENGINEER OR ARCHITECT, BEFORE PLACEMENT OF FOOTINGS. 'O To the best of my knowlege, belief and professional
PROCEEDING WITH THE WORK. 4.) ALL FOOTINGS TO BE CARRIED AT LEAST 4'-0" BELOW ADJACENT FINISHED GROUND LEVEL, j
4.THE CONTRACTOR DOING THE WORK SHALL OBTAIN NECESSARY PERMITS AND APPROVALS OF CONSTRUCTION. Iud ment, all work under this application is exempt
5.THE CONTRACTOR SHALL PROVIDE &MAINTAIN PROPER INSURANCE COMPENSATION &LIABILITY TO PROTECT& BELOW HOUSE DRAIN AND DOWN TO VIRGIN SOIL. NEW FOOTINGS TO GO TO SAME LEVEL AS O� g
COVER. FOOTINGS OF ADJACENT PROPERTY. IF NEW FOOTINGS ARE LOWER, THE ADJACENT PROPERTY
6.THE CONTRACTOR IS TO COMPLY WITH ALL THE BUILDING RULES, REGULATIONS AND REQUIREMENTS. MUST BE UNDERPINNED. SUCH UNDERPINNING TO BE FILED UNDER SEPARATE APPLICATION BY A 5'-0 from the NYS Energy Conservation Construction
7.THE CONTRACTOR SHALL PREPARE ALL SURFACES AS REQUIRED FOR INSTALLATION OF FINISHES. LICENSED ARCHITECT OR ENGINEER, TO BE RETAINED BY THE CONTRACTOR. 5'�•�
8. ALL MATERIALS MUST BE INSTALLED IN ACCORDA(\VCE WITH THE NYC BUILDING CODE AND AGENCIES HAVING Code in accordance with.
JURISDICTION IN THE PROPOSED WORK. 5.) WHEN DIFFERENCES IN ELEVATION OCCUR, FOOTINGS ARE TO BE STEPPED AT A MAXIMUM OF
9.ANY SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT IN ADVANCE,FOR REVIEW AND APPROVAL. 30 DEGREES TO THE HORIZONTAL. I - - The scope of work is entirely in a "low-energy"
10.THE WORD"PROVIDE"SHALL MEAN"FURNISH AND IINSTALLED BY THE CONTRACTOR." 6.) PRE QUALIFIED MIXES: CONCRETE SHALL BE PRODUCED FROM BATCH APPROVED BY THE
11. AT THE END OF THE WORK DAY, THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF SUPERVISION OF AN ARCHITECT OR ENGINEER ENGAGED BY THE CONFORMANCE OF THE QUALITY building and is limited to the building envelope.
WASTE MATERIALS CAUSED BY DEMOLITION OR AMY OF THE OPERATIONS. HE SHALL REMOVE ALL WASTE c
AND CONDITION OF THE MATERIALS TO ACT 318
MATERIALS FROM AND ABOUT PROJECT AS WELL AS ALL MATERIALS,TOOLS, EQUIPMENT, MACHINERY&SUPPLIES, , AND THAT THE INGREDIENTS ARE THE SAME OR REQUIIRED SETBACKS 5'-0
EQUAL TO THOSE USED FOR THE PRE QUALIFYING MIXES. ATTESTATION OF QUALITY CONTROL FROM IPROPERTY N \
UNLESS REQUIRED FOR THE FOLLOWING DAYS SEQUENCE OF WORK. I
12.THE ARCHITECT OF DESIGN HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. AND INSPECTION AT THE BATCH PLANT SHALL APPEAR ON THE TICKET ACCOMPANYING EACH LINES A SEPTIC FIELD
13.THE GC IS RESPONSIBLE FOR ALL CONTROLLED INSPECTION ITEMS AS INDICATED ON THE DRAWINGS. LOAD OF CONCRETE. I `)
14. THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS FACILITIES AS 7.) TEST CYLINDERS: THREE (3) TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 YARDS OR
PER C26-105.0. FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED IN ANY ONE DAY. SAMPLES SHALL BE \ \
15. ALL PROPOSED CHANGES IN WORK MUST BE SUBMITTED TO THE DESIGNER & CLIENT IN WRITING FOR 15.00
APPROVAL. TAKEN DIRECTLY FROM MIXER AS PER ASTM C172, CURED AS PER ASTM C31, AND TESTED AT THE EXIST SEPTIC SYSTEM& o' I PROPOSED
16. ALL WORK IS TO BE GUARANTEED AGAINST DEFECTS IN MATERIAL &WORKMANSHIP NOT DUE TO ORDINARY AGE OF 28 DAYS AS PER ASTM C39. TESTS SHALL BE PERFORMED BY A LICENSING TESTING LEACHING FIELD AS PER
WEAR FOR A PERIOD OF ONE YEAR FROM THE DATE OIF FINAL COMPLETION. I APP'D PLAN DATED ' 1-STY 1-CAR
THE CONTRACTORS USING THESE DRAWINGS SHALIL COMPLY WITH ALL LAWS, ORDINANCES & REGULATIONS LABORATORY. TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING, LOCATED TO 08/07/1984
BEARING ON THE SCOPE&CONDITION OF THE WORK. MINIMIZE HAZARDS OF DISTURBANCE DURING CURING, FREE FROM VIBRATION, REMOTE FROM I \ o GARAGE
ALL PATCHWORK TO MATCH EXISTING. ALL EXISTING WORK DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED TRAFFIC, HEATED TO MAINTAIN PROPER CURING CONDITION. BOX SHALL BE PROVIDED WHEN
&REPLACED TO MATCH EXISTING WORK. FIRST LOAD OF CONCRETE IS DELIVERED. CYLINDERS SHALL REMAIN IN CURING BOX AT LEAST 24 \ LO
17. ALL MATERIALS, ASSEMBLIES, FORMS, AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL HOURS, AND READY FOR DELIVERY TO TESTING LABORATORY. I S" �d'�, C\1 I
MEET THE FOLLOWING REQUIREMENTS:
A) IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE BY THE BOARD OR; WOOD
B) IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY THE
COMMISSIONER OR; 1.) GENERAL REQUIREMENTS: '
C)APPROVED BY THE BOARD OF STANDARDS AND APPEALS AS PER C26-106.2. A) MATERIALS (OTHER THAN NON-STRESS GRADE LUMBER) DESIGN AND CONSTRUCTION I LO
18.) WHERE APPLICABLE,THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SHORING AND BRACING OF WALLS METHODS SHALL MEET REQUIREMENTS OF THE FOLLOWING REFERENCE STANDARDS: I ' I _ SCOPE OF WORK:
AND FLOORS, BEFORE ANY REMOVAL WORK IS IS STARTED, UNDERPINNING,WHEN REQUIRED, SHALL BE BROUGHT \
To THE ATTENTION of THE ARCHITECT. 1- LUMBER AND TIMER-REFERENCE STANDARDS RS10-8 � I / S�, \ LO
19.)ALL ELEVATIONS SHALL BE REFEREED TO THE U.S.,COAST AND GEODETIC SURVEY MEAN SEAL LEVEL DATUM 2- PLYWOOD-REFERENCE STANDARD RS10-9 T I ' �� c Proposed wood-framed 1 -Car Garage.
OF 1929 AS PER C26-110.3 2.) ALL WOOD USED FOR STRUCTURAL ELEMENTS ARE TO BE IDENTIFIED AS TO GRADE AND IT
20.)AT LEAST 24 HOUR WRITTEN NOTICE SHALL BE GIVEN TO THE COMMISSIONER BEFORE COMMENCEMENT OF SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY PRIOR TO ITS I / \ r7 N
WORK AS PER C26-118.5 DELIVERY ON SITE. I N I / 26.3' \ u7
21.) FIVE(5) DAYS PRIOR NOTICE SHALL BE GIVEN TO ADJOINING LOT OWNER AFFECTED BY FOUNDATION, T T- �\ I '
EARTHWORK OR DEMOLITION WORK AS PER C26-112.31&113.3 3.) ALL STRUCTURAL LUMBER IS TO BE DOUGLAS FIR, HEMLOCK, WEST COAST, OR SOUTHERN I I' / EXIST WOOD N \ D
22.)AN ACCURATE AND COMPLETE LOT SURVEY, MADE BY A LICENSED SURVEYOR SHALL BE SUBMITTED AFTER PINE, No.1. ALL WITH MINIMUM ALLOW-ABLE BENDING STRESS F'B= 1,450 PSI AND MODULUS OF DECK T D
COMPLETION OF WORK SHOWING THE LOCATION OF,ANY NEW BUILDING AND/OR ANY EXTENSION TO AN EXISTING ELASTICITY OF E=1,400,000 PSI. �, I
BUILDING SHOWING ELEVATION OF FIRST FLOOR, FINISHED GRADES OF OPEN SPACES, ESTABLISHED CURB LEVEL, 4.) ALL ROOF AND FLOOR JOISTS ARE TO BE BRACED WITH 1"X 3" WOOD CROSS BRIDGING OR 57.3' JUL 2 2 2024
LOCATION OF OTHER STRUCTURE:ON LOT, LOCATION„AND BOUNDARIES OF LOT AS PER C26-121.7 EQUIVALENT, AND SHALL BE SPACED AT 8'-0" O.C. MAXIMUM, UNLESS OTHERWISE NOTED.
23.) POSTED OCCUPANCY AND USE.ALL BUILDINGS SHALL BE POSTED WITH A SIGN IN A FORM PRESCRIBED BY
THE DEPARTMENT,PERMANENTLY AFFIXED, PLACED IN A CONSPICUOUS LOCATION IN PUBLIC HALL OR CORRIDOR, 5.) WOOD STUDS SHALL BE STANDARD GRADE F'B=1,200 PSI. I � EXISTING 1-STORY } DUELDIlVG DEFT.
STATING LIVE LOADS AND OCCUPANT LOADS IN BUILDIING AND ALL PARTS THEREOF AS PER C26-121.7 6.) THE SIZE AND NUMBER OF NAILS FOR CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE Q FY) RESIDENCE a TOWN -)F SGUTAOI
24.)THE CONSTRUCTION, EQUIPMENT AND METHOIDS USED SHALL COMPLY WITH ALL REQUIREMENTS 10-4 C26-1006.0 OF THE N.Y.C. BUILDING CODE. 0 � CC) �i
OFTHE NEW YORK CITY ADMINISTRATIVE CODE,THIE NEW YORK STATE HEALTH CODE, THE NEW YORK W N N W S
) BUILT-UP MEMBERS IF ANY
STATE ENERGY CONSERVATION CODE,AND OTHER REQUIREMENTS, RULES AND REGULATIONS OF THE 7. ' SHALL BE SECURELY SPIKED OR BOLTED TOGETHER. < > >
NEW YORK CITY ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING 8.) JOISTS AND RAFTERS ENTERING ON MASONRY OR CONCRETE WALLS ARE TO BE FIRE CUT TO A O
JURISDICTION. LEVEL OF 3 IN THEIR DEPTH. , *- 19.0'
25.)NEW CERTIFICATE OF OCCUPANCY IS REQUIRED. 9.) A 1/2" MINIMUM AIR SPACE IS TO BE PROVIDED AT SIDES, TOPS, AND ENDS OF BEAMS ENTERING T I 17.0 CQ O
26.) CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH, RUBBLE, DISCARDED
MASONRY OR CONCRETE WALLS. X X
EQUIPMENT OR OTHER MATERIALS, EMPTY PACKING CARTONS, ETC.,WHICH ARE USED IN CONNECTION WITH THE 10. ALL EXTERIOR WALLS ARE TO BE FIRESTOPPED. W
ALTERATION AND SHALL ARRANGE SUCH REMOVAL. ) \ \ W
27.)SMOKING WILL NOT BE PERMITTED ON JOB SITE 11.) JOISTS BEARING ON WALLS ARE TO BE ANCHORED 6-0" O.C. WITH 1/4"X 16"W.I. STRAP 'T' I I
MASONRY NOTES ANCHORS.2.) PROVIDE A MINIMUM OF 4" BEARING AT ALL WOOD JOISTS, UNLESS OTHERWISE NOTED. I \
1.) GENERAL REQUIREMENTS: SLABS ON GRADE = WELL
A) UNREINFORCED MASONRY CONSTRUCTION AND DESIGN IS TO MEET THE REQUIREMENTS
OF REFERENCE STANDARD RS-10-1 OF THE N.Y.C. BUILDING CODE. TO BE 6"THICK UNLESS OTHERWISE INDICATED, REINFORCED WITH 6X6 #10X#10 WELDED WIRE � I
B) REINFORCED MASONRY CONSTRUCTION MATERIALS AND DESIGN IS TO MEET THE MESH. SLABS TO BE PLACED ON 6" POROUS FILL, UNLESS OTHERWISE INDICATED. CONCRETE TO
REQUIREMENTS OF REFERENCE STANDARD IRS-10-2. BE 4,000 POUND CONCRETE, SLABS TO BE POURED IN CHECKERBOARD FASHION, MAXIMUM POUR REVISIONS: DATE: 8Y:
2.) MATERIALS: BETWEEN PREMOULDED EXPANSION JOINTS 625 S.F. PROVIDE EXPANSION JOINTS AROUND
A) THE BUILDING BRICK SHALL BE FROM CLAY OR SHALE ASTM C62-67 GRADE MW FOR PERIMETER AT COLUMNS.
EXTERIOR WALLS ABOVE GRADE AND NW FO)R INTERIOR WALLS. REINFORCING BARS 1 06.6'6' 1 00.0 CONSULTANTS:
B) FACE BRICK TO BE TYPE FBX AS PER ASTM 216-66 GRADE MW. 0
C) THE CONCRETE MASONRY UNIT TO BE,AS FOLLOWS: 1-ALL CONTINUOUS REINFORCING BARS TO BE LAPPED 32 X BAR DIAMETER SPLICES AND LT PLAN
1- GRADE P FOR MODERATE EXPOSURE CORNERS UNLESS OTHERWISE INDICATED. LAP CONTINUOUS BARS AT CENTER BETWEEN H O RTO N AVE (:DfSCA? lll
6"=1'-0"
2- GRADE G FOR NO EXPOSURE SUPPORTS AND AT SUPPORTS. TERMINATE CONTINUOUS BARS AT NON-CONTINUOUS ENDS WITH
3- HOLLOW NON-BEARING BLOCK TO COMPLY WITH ASTM C129-1964. STANDARD HOOKS.
4- HOLLOW LOAD BEARING BLOCK TO COMPLY WITH ASTM C90-1966. 2- PROVIDE CORNER BARS AT WALL INTERSECTIONS SAME SIZE AND SPACING AS HORIZONTAL
5- SOLID LOAD BEARING TO COMPLY WITH ASTM C145-1966. BARS, (MIN. #4  X 5'-0").
D) THE MORTAR IS TO COMPLY WITH ASTIVI C270-1964, TYPE M. PROPORTIONED WITH ONE PART =L
PORTLAND CEMENT, ONE PART TYPE II MASONRY CEMENT AND SIX PARTS AGGREGATES. THE
• °
WATER IS TO BE CLEAN AND POTABLE.
E) WALLS ARE TO BE BONDED INTEGRALL'.Y WITH DUR-O-WALL, REINFORCING B.S.A. 261-54 SM,
OR EQUAL. BRICK VENEER IS TO BE ANCHORED TO FRAME AS PER RS10-1-11.2.1 OFTHE N.Y.C. m m °°°° STOA DESIGN STUDIO, LTD
BUILDING CODE. ALL EXISTING CONSTRUCTION IS TO BE BONDED INTEGRALLY WITH THE EXISTING
� o ° ° 25-40 27 ST #2B,
CONSTRUCTION.
11102
F) WHERE CORROSION-RESISTANT ANCHORS OR TIES ARE CALLED FOR, THEY ARE TO BE o o ° ° Astoria, New York EITHER COPPER COATED OR ZINC COATED (OR OF METAL HAVING CORROSION RESISTANT m ° ° tel: 718-204-4767
0
QUALITIES EQUIVALENT TO ZINC-COATED WILL STEEL. o °
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SIMPSON Strong-Tie® o °°
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• SIMPSON STRONG TIE GARAGE
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DRAWING TITLE:
EMBANKMENTS PLOT PLAN
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EXCAVATION DETAIL a o ' p ; • a DOB APPROVALS ZONING & CODE
3 SCALE: N.T.S. o NOTES & D ETA I LS
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HTT22 SEAL EARcy� DATE: 07/19/24
CORNER HOLD DOWN ��� �4��2`A C �� PROJECT No.:2024-000
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SIMPSON STRONG TIE H8 SIMPSON STRONG TIE H8 SIMPSON STRONG TIE LSSR ,,..
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PLATE CONNECTION PLATE CONNECTIONO2 DETAILS F 1� - OO.00
2 DWG No.:
SCALE: N.T.S.
01 OF 02
NOTE: THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO. THEY MAY NOT BE COPIED, REPRODUCED OR REUSED FOR ANOTHER LOCATIOIN WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING- IT M A Vlnl ATInN nF THE I AW FnR ANY PFR.CnN IINI F.CC Ar'TINn IINnFR nIRFr'TInN nF A I Ir'FNSFn ARr'HITFr'T Tn AI TFR AN ITFAA IN ANYWAY
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2x6 COLLAR BEAMS 200 ARE TREATED
ASPHALT SHINGLES ON 202 RIDGE BD RAFTER TIES RAFTERS @ 16" O.C.
15'-O" SHEATHING
15'-0' 6° ROOF OVERHANG 3" ALUM LEADER TO SPLASHBLOCK
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PROVIDE SIDING BA & T P W/ COLOR & FINISH AS SELECTED ALL SBY OWNER
RIDGE ;; (2 ROWSCMU SIM SON TAL I E OR INSTALLED AS PER MANUFACTURER'SI/F stoadesi nstudio@ mail.com
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(4-0 BELOW( GRADE MIN) I I I (TYP THRU-OUT)
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G� GARAGE PLAN &
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SECTIONS
POURED IN PLACE REINF CONCRETE
12'-2'xT-0° OVER H EAD GARAGE DOOR
4000 PSI MIN
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15-0 8 SOLID BEARING CMU SE , ' .;' ���� °ATE 07/19/24
PROJECT No.: 2024-000
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DRAWING BY: P.C.
CHK BY: P.C.
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FOUNDATION PLAN n GARAGE PLAN F A_ 00.00
.? SCALLE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" DWG No.:
02 OF 02
NOTE: THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO. THEY MAY NOT BE COPIED, REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING• IT K A Vlnl ATInN nF THE I A W FnR ANY PFR.mN I INI F.C.0 ACTING I INFER nIRi:rmnN nF A 11(-FN.CFn AR('HITF('T Tn AI TFR AN ITFAA IN ANY WAY
oc
OCCUPANCY OR
APPROVED AS NOTED USE IS UNLAWFUL
OATo.� B.P.# oo WITHOUT CERTIFICATE
FEE �. BY: OF OCCUPANCY
NOTIFY BUILDING DEPARTMENT AT
631-765-1602 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED .
FOR POURED CONCRETE
2. ROUGH-FRAMING&PLUMBING .,. .
3, INSULATION NCOMPLY VUI774 ALL CODES OF
4. FINAL-CONSTRUCTION MUST AS REWp A Tp&TOWN CODES
BE COMPLETE FOR C.O. 9SCHO
ONDITIONS OF
ALL CONSTRUCTION SHALL MEET
'THEOWNZBA
REQUIREMENTS OFTHE CODES OF NEW
PORK STATE. NOT RESPONSIBLE UCTON ERRORS R W LAfVNING BOARD
DESIGN OR CONSTR TOM RUSTEES
PC
AO{�fOT PROGEEb.WITH'
FNG UNTIL SURVEY
°Of fO NDATION LOCATI�'
HAS BEEN APPROVE[ All exterior lighting
installed, replaced or
repaired shall conform
to Chapter 172
•
RETAIN STORM WATER RUNOFF of the Town Code
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
t.�+erro�t��tnaEs
04
GENERAL NOTES EXCAVATION AND CONCRETE FOUNDATIONS n /
1.THESE NOTES ARE PART OF THE PLANS AND SPECIFICATIONS,AND ARE TO BE COMPLETED WITHIN ALL 1.)WHEN EXCAVATIONS ARE 5'-0.OR GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND,
RESPECTS. MORE RESTRICTIVE NOTES MENTIONED ELSEWHERE ARE TO TAKE PRECEDENCE OVER THE THE SIDES SHALL BE SHORED AS PER SECT.C-26-19032(A).
FOLLOWING. /
2.THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE SO THAT HE MAY DETERMINE THE DIFFICULTIES HE 2.)PROVIDE GUARD RAILS OR FENCES AT EXCAVATIONS AS PER SECT.C-26-1106.5.
AALL DIMENSIONS ARE APPRO MATE OTIiE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR 3.)ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL PRESSURE OF THREE(3)TONS / t3� ENERGY COMPLIANCE STATEMENT:
3.
PER SQUARE FOOT(UNLESS OTHERWISE NOTED),SUBJECTTO VERIFICATION BY INSPECTION,BY O
TO THE COMMENCEMENT OF ANY WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE AN ENGINEER OR ARCHITECT,BEFORE PLACEMENT OF FOOTINGS. \• TO the best Of my knOWlege,belief and professional
4.THE
WITH THE WORK
4.THEEDING WITH THEDOINGWO THE WORK SHALL OBTAIN NECESSARY PIaMrrs AND APPROVALS OF CONSTRUCTION. 4.)ALL FOOTINGS TO BE CARRIED AT LEAST a'-0°BELOW ADJACENT FINISHED GROUND LEVEL, I \O_ judgment,all work under this application is exempt
5.THE CONTRACTOR SHALL PROMDE&MAINTAIN PROPER INSURANCE COMPENSATION&UABIUTYTO PROTECT& BELOW HOUSE DRAIN AND DOWN TO VIRGIN SOIL.NEW FOOTINGS TO GO TO SAME LEVEL AS
COVER. FOOTINGS OF ADJACENT PROPERTY.IF NEW FOOTINGS ARE LOWER,THE ADJACENT PROPERTY from the NYS Energy Conservation Construction
6.THE CONTRACTOR ISTO COMPLYWITH ALLTHE BUILDING RULES,REGULATIONS AND REQUIREMENTS. MUST BE UNDERPINNED.SUCH UNDERPINNING TO BE FILED UNDER SEPARATE APPLICATION BY
7.THE CONTRACTOR SHALL PREPARE ALL SURFACES AS REQUIRED FOR INSTALLATION OF FIMSHES. \
S.ALL MATERIALS MUST BE INSTALLED IN ACCORDANCE WITH THE NYC BUILDING CODE AND AGENCIES HAVING LICENSED ARCHITECT OR ENGINEER,TO BE RETAINED BY THE CONTRACTOR. Ode In accordance with:
JURISDICTION IN THE PROPOSED WORK 5.)WHEN DIFFERENCES IN ELEVATION OCCUR,FOOTINGS ARE TO BE STEPPED AT A MAXIMUM OF
The scope of work is entire) in a"low-energy"
9.ANY SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT IN ADVANCE,FOR REVIEW AND APPROVAL 30 DEGREES TO THE HORIZONTAL P Y gJ'1
10.THEWORD'PROMOE'SHALL MEAN'FURNISH AND INSTALLED BYTHE CONTRACTOR.' 6.)PRE QUALIFIED MIXES:CONCRETE SHALL BE PRODUCED FROM BATCH APPROVED BYTHE buildingand is limited to the building envelope.
11.AT THE ENO OF THE WORK DAY,THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF 9 P
SUPERVISION OF AN ARCHITECT OR ENGINEER ENGAGED BY THE CONFORMANCE OF THE QUALITY
WASTE MATERIALS CAUSED BY DEMOLITION OR ANY OF THE OPERATIONS. HE SMALL REMOVE ALL WASTE
MATERIALS FROM AND ABOUT PROTECT AS WELL AS ALL MATERALS,TOOLS,EQUIPMENT,MACHINERY&SUPPLIES, AND CONDITION OF THE MATERIALS TO ACT 318,AND THAT THE INGREDIENTS ARE THE SAME OR REQUIRED SETBACKS FROM o
UNLESS REQUIRED FOR THE FOLLOWNG DAYS SEQUENCE OF WORK EQUAL TO THOSE USED FOR THE PRE QUALIFYING MIXES.ATTESTATION OF QUALITY CONTROL P EOPPERTY UNES&SEPTIC
LD
12.THEARCHITEC OF DESIGN HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. - AND INSPECTION AT THE BATCH PLANT SHALL APPEAR ON THE TICKET ACCOMPANYING EACH I I
13.THE GC IS RESPONSIBLE FOR ALL CONTROLLED INSPECTION ITEMS AS INDICATED ON THE DRAWINGS. LOAD OF CONCRETE. _
14.THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS FACILITIES AS
PER C26-1os 0 7.)TEST CYUNDERS:THREE(3)TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 YARDS OR I0
i )
15.ALL PROPOSED CHANGES IN WORK MUST BE SUBMITTED TO THE DESIGNER&CLIENT IN WRITING FOR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED IN ANY ONE DAY.SAMPLES SHALL BE
AP
PROVALLL TAKEN DIRECTLY FROM MIXER AS PER ASTM C172,CURED AS PER ASTM C31,AND TESTED AT THE
16.A WORK IS TO BE GUARANTEED AGAINST DEFECTS IN MATERIAL&WORKMANSHIP NOT DUE TO ORDINARY AGE OF 28 DAYS AS PER ASTM C39.TESTS SHALL BE PERFORMED BY A LICENSING TESTING 1 I I N
WEAR FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL COMPLETION. I
LABORATORY
THE CONTRACTORS USING THESE DRAWINGS SHALL COMPLY WITH ALL LAWS.ORDINANCES®ULATIONS .TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING,LOCATED TO T I I
BEARING ON THE SCOPE&CONDITION OF THE WORK MINIMIZE HAZARDS OF DISTURBANCE DURING CURING,FREE FROM VIBRATION,REMOTE FROM \ I \
ALL PATCHWORK TO MATCH EXISTING.ALL EXISTING WORK DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED TRAFFIC,HEATED TO MAINTAIN PROPER CURING CONDITION.BOX SHALL BE PROVIDED WHEN
&REPLACED TO MATCH EXISTING WORK. FIR EXIST SEPTIC SYSTEMST LOAD OF CONCRETE IS DELIVERED.CYLINDERS SHALL REMAIN IN CURING BOX AT LEAST 24
8 LEACHING FIELD AS Y
17.ALL MATERIALS,ASSEMBLIES,FORMS,AND METHODS OF CONSTRUCTION ANO SERVICE EQUIPMENT SHALL HOURS,AND READY FOR DELIVERY TO TESTING LABORATORY. S' I
MEETTHE FOLLOWING REQUIREMENTS: _ PER APPD PLAN / \u�- 5'-0•
A)IT
ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE ODE BYTHE BOARD OR; WOOD DATED OBi➢7/1984 I V ' / \ \ O PROPOSED
B) R SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED ODE TEST METHODS BY THE ' YYY... 1 1-STY 1-CAR
COMMISSIONER OR: 1.)GENERAL REQUIREMENTS: N
C)APPROVED BY THE BOARD OF STANDARDS AND APPEALS AS PER C26106.2. A)MATERIALS(OTHER THAN NON-STRESS GRADE LUMBER)DESIGN AND CONSTRUCTION
1BJ WHERE APPLICABLE,THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SHORING AND BRACING OF WALLS I
ANO FLOORS,BEFORE ANY REMOVAL WDflKIS IS STARTED.UNDERPINNING.WYHFTJ REQUIRED,SHALL BE BROUGHT METHODS SHALL MEET REQUIREMENTS OF THE FOLLOWING REFERENCE STANDARDS: I \ 17
I GARAGE SCOPE OF WORK:
TO THE ATTENTION OF THE ARCHITECT. 1-LUMBER AND TIMER-REFERENCE STANDARDS RS10-8 I / 'r0• ` Proposed wood-framed 1-Car Garage.
19.)ALL ELEVATIONS SHALL BE REFEREED TO THE U.S.COAST AND GEODETIC SURVEY MEAN SEAL LEVEL DATUM 2-PLYWOOD-REFERENCE STANDARD RS10-9 I r fie+
OF 1929 AS PER C26-1103 2.)ALL WOOD USED FOR STRUCTURAL ELEMENTS ARE TO BE IDENTIFIED AS TO GRADE AND IT
WO K LEAST 24 HOUR WRITTEN NOTICE SHALL BE GIVEN TO THE COMMISSIONER BffORE COMMENCEMENT OF SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY PRIOR TO ITS I I'
WORK E(PER S PRIOR DEUVERY ON SITE. 26.3'
EA FIVE(5)DAYSPRIOR NOTICE SHALL BE GIVEN TO ADJOINING LOT OWNER AFFECTED BY FOUNDATION. -
22.)AN AORK OR DEMOLITION WORK ASPCCURATE AND COMPLETE LOT SURVEY.tMADE BYIA LICENSED SURVEYOR SHALL BE SUBMITTED AFTER PINE,ALL STRUCTURAL
WITHMNMUMIS TO BE DOUGLAS FIR.ALLOW-ABLE BENDING STRESSHEMLOCK, E$�0PSICOASA DRMODULUS OF ERNI EXISTQCK cli
COMPLETION OF WORK SHOWING THE LOCATION OF ANY NEW BUILDING ANOICR ANY EXTENSION TO AN EXISTING ELASTICITY OF E=1,400,000 PSI.
BUILDING SHOWING ELEVATION OF FIRST FLOOR,FINISHED GRADES OF OPEN SPACES,ESTABLISHED CURB LEVEL 4.)ALL ROOF AND FLOOR JOISTS ARE TO BE BRACED WITH 1'X 3'WOOD CROSS BRIDGING OR 57.3'
LOCATION OF OTHER STRUCTURE ON LOT,LOCATION AND BOUNDARIES OF LOT N PER C26 PRE EQUIVALENT,AND SHALL BE SPACED AT 8'-0'O.C.MAXIMUM,UNLESS OTHERWISE NOTED. I I
23.)POSTED OCCUPANCY AND USE.ALL BUILDINGS SHALL BE PORTED WITH A SIGN IN A FORM PRESCRIBED BY
THE DEPARTMENT,PERMANENTLY AFFIXED,PLACED IN A CONSPICUOUS LOCATION IN PUBLIC HALL OR CORRIDOR, 5.)WOOD STUDS SHALL BE STANDARD GRADE F'B=1,200 PSI. EXISTING I-STORY
STATING LIVE LOADS ANDOCCUPANT LOADS IN BUILDING AND ALL PARTS THEREOF ASPER C26121.7 6.)THE SIZE AND NUMBER OF NAILS FOR CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE I I ¢ RESIDENCE m
24.)THE CONSTRUCTION,EQUIPMENT AND METHODS USED SHALL COMPLY WITH ALL REQUIREMENTS 10.4 C26-1006.0 OF THE N.Y.C.BUILDING CODE. �+ 16 .63
OFTHE NEW YORK CITY ADMINISTRATIVE CODE,THE NEW YORK STATE HEALTH CODE,THE NEW PORK W N N W
STATE ENERGY CONSERVATION CODE,AND OTHER REQUIREMENTS,RULES AND REGULATIONS OF THE 7.)BUILT-UP MEMBERS,IF ANY,SHALL BE SECURELY SPIKED OR BOLTED TOGETHER. Q > >
NEW YORK CITY ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING 8.)JOISTS AND RAFTERS ENTERING ON MASONRY OR CONCRETE WALLS ARE TO BE FIRE CUT TO A O I ¢ ¢ I I b
JURISDICTION. LEVEL OF 3'IN THEIR DEPTH. 0 d 19.0'
25.)NEW CERTIFICATE OF OCCUPANCY IS REQUIRED. 9.)A 1/2'MINIMUM AIR SPACE IS TO BE PROVIDED AT SIDES,TOPS,AND ENDS OF BEAMS ENTERING I In 17.0 o F
26.)CONTRACTORIOWNER SHALL BE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH,RUBBLE,DISCARDED - v
MASONRY OR CONCRETE WALLS. x \ 21 3 X
EQ
EQUIPMENT OR OTHER MATERIALS,EMPTY PACKING CARTONS,ETC.,WHICH ARE USED IN CONNECTION WITH THE 10.ALL EXTERIOR WALLS ARE TO BE FIRESTOPPED. W
ALTERATION AND SHALL ARRANGE SUCH REMOVAL ) \ \ W
27.)SMOKING WILL NOT BE PERMITTED ON JOB SITE 11.)JOISTS BEARING ON WALLS ARE TO BE ANCHORED 6'-0-O.C.WITH 1/4'X 16'W.I.STRAP-r UJ
I I I
J
MASONRY NOTES ANCHORS.)PROVIDE A MINIMUM OF 4-BEARING AT ALL WOOD JOISTS,UNLESS OTHERWISE NOTED. Ir I \
1.)GENERAL REQUIREMENTS: SLABS ON GRADE = WELL
A)UNREINFORCED MASONRY CONSTRUCTION AND DESIGN IS TO MEET THE REQUIREMENTS
OF REFERENCE STANDARD RS-10-1 OF THE N.Y.C.BUILDING CODE. TO BE W THICK UNLESS OTHERWISE INDICATED,REINFORCED WITH 6X6#10X#10 WELDED WIRE WI I
B)REINFORCED MASONRY CONSTRUCTION MATERIALS AND DESIGN IS TO MEETTHE MESH.SLABS TO BE PLACED ON 6'POROUS FILL,UNLESS OTHERWISE INDICATED.CONCRETE TO I
REQUIREMENTS OF REFERENCE STANDARD RS-10-2. BE 4,000 POUND CONCRETE,SLABS TO BE POURED IN CHECKERBOARD FASHION,MAXIMUM POUR
2.)MATERIALS: BETWEEN PREMOULDED EXPANSION JOINTS 625 S.F.PROVIDE EXPANSION JOINTS AROUND - -
A)THE BUILDING BRICK SHALL BE FROM CLAY OR SHALE ASTM C62-67 GRADE MW FOR PERIMETER AT COLUMNS.
EXTERIOR WALLS ABOVE GRADE AND NW FOR INTERIOR WALLS. REINFORCING BARS 106.66r 100.00'
B)FACE BRICK TO BE TYPE FBX AS PER ASTM 216-66 GRADE MW. -. _PLOT PLAN
C)THE CONCRETE MASONRY UNIT TO BE AS FOLLOWS: 1-ALL CONTINUOUS REINFORCING BARS TO BE LAPPED 32 X BAR DIAMETER SPLICES AND H O RTON AVE
1-GRADE P FOR MODERATE EXPOSURE CORNERS UNLESS OTHERWISE INDICATED.LAP CONTINUOUS BARS AT CENTER BETWEEN ' scALE:1/ts'-t•-0• -
2-GRADE G FOR NO EXPOSURE SUPPORTS AND AT SUPPORTS.TERMINATE CONTINUOUS BARS AT NON-CONTINUOUS ENDS WITH
3-HOLLOW NON-BEARING BLOCK TO COMPLY WITH ASTM C129-1964. STANDARD HOOKS.
4-HOLLOW LOAD BEARING BLOCK TO COMPLY WITH ASTM C90-1966. 2-PROVIDE CORNER BARS AT WALL INTERSECTIONS SAME SIZE AND SPACING AS HORIZONTAL
5-SOLID LOAD BEARING TO COMPLY WITH ASTM C145-1966. BARS,(MIN.#4 8#12 X S-01.
D)THE MORTAR IS TO COMPLY WITH ASTM C270-1964,TYPE M.PROPORTIONED WITH ONE PART
PORTLAND CEMENT,ONE PART TYPE II MASONRY CEMENT AND SIX PARTS AGGREGATES.THE
WATER IS TO BE CLEAN AND POTABLE.
E)WALLS ARE TO BE BONDED INTEGRALLY WITH DUR-O-WALL,REINFORCING B.S.A.261-54 SM.
OR EQUAL BRICK VENEER IS TO BE ANCHORED TO FRAME AS PER RS10-1-11.2.1 OF THE N.Y.C. c STOA DESIGN STUDIO,LTD
BUILDING CODE.ALL EXISTING CONSTRUCTION IS TO BE BONDED INTEGRALLY WITH THE EXISTING 0 25-40 27 ST#28,
CONSTRUCTION. Astoria,New York 11102
F)WHERE CORROSION-RESISTANT ANCHORS OR TIES ARE CALLED FOR,THEY ARE TO BE '
EITHER COPPER COATED OR ZINC COATED OR OF METAL HAVING CORROSION RESISTANT II tel: 718-204-4767
QUALITIES EQUIVALENT TO ZINC-COATED MILL STEEL ° DTT2Z D stoodesignstudio@gmail.com
U SIMPSON Strong-Tieo 0
aaDr�cT:
DTT2Z o PROPOSED 1 CAR
SIMPSON STRONG TIE GARAGE
FOR HARD PACKED e,o•:^��• RIDGE&RAFTER CONNECTOR-RR
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CF 45'OR LESS
SHORING NOT�REIOD. 45 HORTON AVE,MATTITUCK
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EMBANKMENTS
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EXCAVATION DETAIL -
ZONING & CODE
3 SCALE:N.T.S. - NOTES & DETAILS
O SIMPSON STRONG-TIE
HTT22 tt^`•sa T 07/22/24
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SIMPSON STRONG TIE H8 SIMPSON STRONG TIE H8 SIMPSON STRONG TIE LSSR 1���'�•�'��
RAFTER TO TOP STUD TO TOP RAFTER TO COLLAR TIE I( rM r P.C.
PLATE CONNECTION PLATE CONNECTION (-,-�DETAILS , 4. . , G-100.00
IL I SCALE:N.T.S. DM xe.: 01 OF02
NOTE THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO.THEY MAY NOT BE COPIED.REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING:IT IS A VIOLATION OF THE LAW FOR ANY PERSON.UNLESS ACTING UNDER DIRECTION OF A LICENSED ARCHITECT.TO ALTER AN ITEM IN ANYWAY.
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15'-C Y ALUM LEADER TO SPLA9DLOIX 6-ROOF Ol.G SEAIHUTG
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I I sTu m 5/a'DENS FIM 9LEAtlmrc tel: 718-204-4767
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I l 2 fl0 dU S a TIC k OR COLOR a FINISH M SELECTED BY CWI R
INSTALLED AS PER MMOFACTURER'S stoodesignstudio@gmail.com
E ( I RECOMMENDATIONS
B !I li
GRADE FH GRADE
$ o - 2A10 JOISTS D 16'O.C. 2510 rT ASTS D i6'OC.. i
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b o i t l ISnff CONC FTG
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15'-0' ,Cl/, 7 POURED IN PUCE RE1NF CONCRETE
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NOTE:THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT a STOA DESIGN STUDIO.THEY MAY NOT BE COPIED.REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSEW OF SAID OFFICE.
WARNING:IT IS A VIOLATION OF THE LAW FOR ANY PERSON.UNLESS ACTING UNDER DIRECTION OF LICENSED ARCHITECT.TO ALTER AN ITEM IN ANYWAY.
i
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NEW ENIERIOR SIDING TO MATCH b 20 __ __ -- ---_ __ _ __ STRAP EACH RAFTER do STUD TO PLATE
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BY OWNER
DIE I L( ) RECOMMENDATIONS
5 I 5 GRAD GRADE
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PROJECT:
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LACE RONF CONCRETE
8'SOUD BEARING CMU SEAL&SIGNATURE: GATE: 07/22/24
PROJECT No.:2024-000
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02 OF 02
NOTE: THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO. THEY MAY NOT BE COPIED,REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANYWAY.
i
MI
GENERAL NOTES EXCAVATION AND CONCRETE FOUNDATIONS
1. THESE NOTES ARE PART OF THE PLANS AND SPECIFICATIONS, AND ARE TO BE COMPLETED WITHIN ALL 1.) WHEN EXCAVATIONS ARE 5'-0"OR GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND
RESPECTS. MORE RESTRICTIVE NOTES MENTIONED ELSEWHERE ARE TO TAKE PRECEDENCE OVER THE
FOLLOWING. THE SIDES SHALL BE SHORED AS PER SECT.C-26-1903.2(A).
2.THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE SO THAT HE MAY DETERMINE THE DIFFICULTIES HE 2.) PROVIDE GUARD RAILS OR FENCES AT EXCAVATIONS AS PER SECT.C-26-1106.5.
MAY ENCOUNTER DURING CONSTRUCTION. 3.) ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL PRESSURE OF THREE(3)TONS ON ENERGY COMPLIANCE STATEMENT:
3.ALL DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR PER SQUARE FOOT(UNLESS OTHERWISE NOTED),SUBJECT TO VERIFICATION BY INSPECTION,BY / 0
TO THE COMMENCEMENT OF ANY WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE F o To the best of my knowlege, belief and professional
PROCEEDING WITH THE WORK AN ENGINEER OR ARCHITECT,BEFORE PLACEMENT OF FOOTINGS.
4.THE CONTRACTOR DOING THE WORK SHALL OBTAIN NECESSARY PERMITS AND APPROVALS OF CONSTRUCTION. 4.) ALL FOOTINGS TO BE CARRIED AT LEAST 4'-0"BELOW ADJACENT FINISHED GROUND LEVEL, \O judgment, all work under this application is exempt
5.THE CONTRACTOR SHALL PROVIDE&MAINTAIN PROPER INSURANCE COMPENSATION&LIABILITY TO PROTECT& BELOW HOUSE DRAIN AND DOWN TO VIRGIN SOIL.NEW FOOTINGS TO GO TO SAME LEVEL AS
COVER. FOOTINGS OF ADJACENT PROPERTY.IF NEW FOOTINGS ARE LOWER,THE ADJACENT PROPERTY ' from the NYS Energy Conservation Construction
6.THE CONTRACTOR IS TO COMPLY WITH ALL THE BUILDING RULES,REGULATIONS AND REQUIREMENTS. MUST BE UNDERPINNED.SUCH UNDERPINNING TO BE FILED UNDER SEPARATE APPLICATION BY A
7.THE CONTRACTOR SHALL PREPARE ALL SURFACES AS REQUIRED FOR INSTALLATION OF FINISHES. LICENSED ARCHITECT OR ENGINEER,TO BE RETAINED BY THE CONTRACTOR. Code i n accordance with
8.ALL MATERIALS MUST BE INSTALLED IN ACCORDANCE WITH THE NYC BUILDING CODE AND AGENCIES HAVING WHEN DIFFERENCES IN ELEVATION OCCUR,FOOTINGS ARE TO BE STEPPED AT A MAXIMUM OF
JURISDICTION IN THE PROPOSED WORK. 5.) The scope of work is entirely in a "low-energy"
9.ANY SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT IN ADVANCE,FOR REVIEW AND APPROVAL. 30 DEGREES TO THE HORIZONTAL.
10.THE WORD'PROVIDE"SHALL MEAN"FURNISH AND INSTALLED BY THE CONTRACTOR' 6.) PRE QUALIFIED MIXES:CONCRETE SHALL BE PRODUCED FROM BATCH APPROVED BY THE / building and is limited to the building envelope.
11.AT THE END OF THE WORK DAY,THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF SUPERVISION OF AN ARCHITECT OR ENGINEER ENGAGED BY THE CONFORMANCE OF THE QUALITY
WASTE MATERIALS CAUSED BY DEMOLITION OR ANY OF THE OPERATIONS. HE SHALL REMOVE ALL WASTE AND CONDITION OF THE MATERIALS TO ACT 318,AND THAT THE INGREDIENTS ARE THE SAME OR REQUIRED SETBACKS FROM b
MATERIALS FROM AND ABOUT PROJECT AS WELL AS ALL MATERIALS,TOOLS,EQUIPMENT,MACHINERY&SUPPLIES, PROPERTY(LINES&SEPTIC
UNLESS REQUIRED FOR THE FOLLOWING DAYS SEQUENCE OF WORK. EQUAL TO THOSE USED FOR THE PRE QUALIFYING MIXES.ATTESTATION OF QUALITY CONTROL
12.THE ARCHITECT OF DESIGN HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. AND INSPECTION AT THE BATCH PLANT SHALL APPEAR ON THE TICKET ACCOMPANYING EACH FIELD I
13.THE GC IS RESPONSIBLE FOR ALL CONTROLLED INSPECTION ITEMS AS INDICATED ON THE DRAWINGS. LOAD OF CONCRETE.
14.THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS FACILITIES AS 7.) TEST CYLINDERS:THREE(3)TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 YARDS OR
PER ALL
PROP FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED IN ANY ONE DAY.SAMPLES SHALL BE
15. ALL PROPOSED CHANGES IN WORK MUST BE SUBMITTED TO THE DESIGNER & CLIENT IN WRITING FOR I /
APPROVAL. TAKEN DIRECTLY FROM MIXER AS PER ASTM C172,CURED AS PER ASTM C31,AND TESTED AT THE
16.ALL WORK IS TO BE GUARANTEED AGAINST DEFECTS IN MATERIAL&WORKMANSHIP NOT DUE TO ORDINARY AGE OF 28 DAYS AS PER ASTM C39.TESTS SHALL BE PERFORMED BY A LICENSING TESTING
WEAR FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL COMPLETION. r I I r
THE CONTRACTORS USING THESE DRAWINGS SHALL COMPLY WITH ALL LAWS, ORDINANCES®ULATIONS LABORATORY.TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING,LOCATED TO
BEARING ON THE SCOPE&CONDITION OF THE WORK. MINIMIZE HAZARDS OF DISTURBANCE DURING CURING,FREE FROM VIBRATION,REMOTE FROM \ �_
--� C
ALL PATCHWORK TO MATCH EXISTING. ALL EXISTING WORK DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED TRAFFIC,HEATED TO MAINTAIN PROPER CURING CONDITION.BOX SHALL BE PROVIDED WHEN EXIST SEPTIC SYSTEM I \ 1 5.00' Lo
&REPLACED TO MATCH EXISTING WORK. FIRST LOAD OF CONCRETE IS DELIVERED.CYLINDERS SHALL REMAIN IN CURING BOX AT LEAST 24 g LEACHINGi FIELD AS
17.ALL MATERIALS,ASSEMBLIES,FORMS,AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL HOURS,AND READY FOR DELIVERY TO TESTING LABORATORY. PER APP'D FLAN
MEET THE FOLLOWING REQUIREMENTS: WOOD DATED 08/077/1984 I \ I I ' \ \\ \ OO 5'-U PROPOSED
A)IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE BY THE BOARD OR; I
B) IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY THE I 1-STY 1-CAR
COMMI N SSIONER OR; 1. REQUIREMENTS: 1� L6
C)APPROVED BY THE BOARD OF STANDARDS AND APPEALS AS PER C26-106.2. A)MATERIALS(OTHER THAN NON-STRESS GRADE LUMBER)DESIGN AND CONSTRUCTION I� / ` \ \ I GARAGE
18.)WHERE APPLICABLE,THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SHORING AND BRACING OF WALLS METHODS SHALL MEET REQUIREMENTS OF THE FOLLOWING REFERENCE STANDARDS: I ' \ I I SCOPE OF WORK:
AND FLOORS,BEFORE ANY REMOVAL WORK IS IS STARTED.UNDERPINNING,WHEN REQUIRED,SHALL BE BROUGHT 1-LUMBER AND TIMER REFERENCE STANDARDS RS10 8 I
TO THE ATTENTION OF THE ARCHITECT. / SO' Proposed wood-framed 1-Car Garage.
19.)ALL ELEVATIONS SHALL BE REFEREED TO THE U.S.COAST AND GEODETIC SURVEY MEAN SEAL LEVEL DATUM 2-PLYWOOD-REFERENCE STANDARD RS10-9
OF 1929 AS PER C26-110.3 2.) ALL WOOD USED FOR STRUCTURAL ELEMENTS ARE TO BE IDENTIFIED AS TO GRADE AND IT
20.)AT LEAST 24 HOUR WRITTEN NOTICE SHALL BE GIVEN TO THE COMMISSIONER BEFORE COMMENCEMENT OF SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY PRIOR TO ITS
WORK AS PER C26-118.5 I l� 26.3' vi 1 1
21.)FIVE(5)DAYS PRIOR NOTICE SHALL BE GIVEN TO ADJOINING LOT OWNER AFFECTED BY FOUNDATION, DELIVERY ON SITE. \
EARTHWORK OR DEMOLITION WORK AS PER C26-112.3&113.3 3.) ALL STRUCTURAL LUMBER IS TO BE DOUGLAS FIR,HEMLOCK,WEST COAST,OR SOUTHERN I I� EXIST WOOD
22.)AN ACCURATE AND COMPLETE LOT SURVEY,MADE BY A LICENSED SURVEYOR SHALL BE SUBMITTED AFTER PINE,No.l.ALL WITH MINIMUM ALLOW-ABLE BENDING STRESS F'B=1,450 PSI AND MODULUS OF DECK r \
COMPLETION OF WORK SHOWING THE LOCATION OF ANY NEW BUILDING AND/OR ANY EXTENSION TO AN EXISTING ELASTICITY OF E=1,400,000 PSI.
BUILDING SHOWING ELEVATION OF FIRST FLOOR,FINISHED GRADES OF OPEN SPACES,ESTABLISHED CURB LEVEL, 4.) ALL ROOF AND FLOOR JOISTS ARE TO BE BRACED WITH 1"X 3" WOOD CROSS BRIDGING OR 57.3'
LOCATION OF OTHER STRUCTURE ON LOT,LOCATION,AND BOUNDARIES OF LOT AS PER C26-121.7 EQUIVALENT,AND SHALL BE SPACED AT 8'-0'O.C.MAXIMUM,UNLESS OTHERWISE NOTED. I I
23.)POSTED OCCUPANCY AND USE.ALL BUILDINGS SHALL BE POSTED WITH A SIGN IN A FORM PRESCRIBED BY
THE DEPARTMENT,PERMANENTLY AFFIXED,PLACED IN A CONSPICUOUS LOCATION IN PUBLIC HALL OR CORRIDOR, 5.) WOOD STUDS SHALL BE STANDARD GRADE F'B=1,200 PSI. I EXISTING 1-STORY C
STATING LIVE LOADS AND OCCUPANT LOADS IN BUILDING AND ALL PARTS THEREOF AS PER C26-121.7 6.) THE SIZE AND NUMBER OF NAILS FOR CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE a RESIDENCE °D a
24.)THE CONSTRUCTION,EQUIPMENT AND METHODS USED SHALL COMPLY WITH ALL REQUIREMENTS 10 4 C26-1006.0 OF THE N.Y.C.BUILDING CODE. 0 W N N W \
OFTHE NEW YORK CITY ADMINISTRATIVE CODE,THE NEW YORK STATE HEALTH CODE,THE NEW YORK 7.) BUILT-UP MEMBERS,IF ANY,SHALL BE SECURELY SPIKED OR BOLTED TOGETHER. Q Er Ir
STATE ENERGY CONSERVATION CODE,AND OTHER REQUIREMENTS,RULES AND REGULATIONS OF THE Ir
\ r
NEW YORK CITY ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING 8.) JOISTS AND RAFTERS ENTERING ON MASONRY OR CONCRETE WALLS ARE TO BE FIRE CUT TO A O I 0
JURISDICTION. LEVEL OF 3"IN THEIR DEPTH. I 17.0' 19.0'
25.)NEW CERTIFICATE OF OCCUPANCY IS REQUIRED. 9) A 1/2"MINIMUM AIR SPACE IS TO BE PROVIDED AT SIDES TOPS AND ENDS OF BEAMS ENTERING c_n co. , , \�
26.) CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH, RUBBLE, DISCARDED
MASONRY OR CONCRETE WALLS.
EQUIPMENT OR OTHER MATERIALS,EMPTY PACKING CARTONS,ETC.,WHICH ARE USED IN CONNECTION WITH THE W \ W r
ALTERATION AND SHALL ARRANGE SUCH REMOVAL. 10.)ALL EXTERIOR WALLS ARE TO BE FIRESTOPPED. UJ \
27.)SMOKING WILL NOT BE PERMITTED ON JOB SITE 11.)JOISTS BEARING ON WALLS ARE TO BE ANCHORED 6-0"O.C.WITH 1/4"X 16"W.I.STRAP'T' I \
MASONRY NOTES 12.)PRORVIDE A MINIMUM OF 4"BEARING AT ALL WOOD JOISTS,UNLESS OTHERWISE NOTED. rr I \ \ 1
1.) GENERAL REQUIREMENTS: I WELL
A)UNREINFORCED MASONRY CONSTRUCTION AND DESIGN IS TO MEET THE REQUIREMENTS SLABS ON GRADE = 1
OF REFERENCE STANDARD RS-10-1 OF THE N.Y.C.BUILDING CODE. TO BE 6"THICK UNLESS OTHERWISE INDICATED,REINFORCED WITH 6X6#10X#10 WELDED WIRE I I 1
B)REINFORCED MASONRY CONSTRUCTION MATERIALS AND DESIGN IS TO MEET THE MESH.SLABS TO BE PLACED ON 6"POROUS FILL,UNLESS OTHERWISE INDICATED.CONCRETE TO I i REVISIONS: DATE: BY:
REQUIREMENTS OF REFERENCE STANDARD RS-10-2. BE 4,000 POUND CONCRETE,SLABS TO BE POURED IN CHECKERBOARD FASHION,MAXIMUM POUR
2.) MATERIALS: BETWEEN PREMOULDED EXPANSION JOINTS 625 S.F.PROVIDE EXPANSION JOINTS AROUND I -
CONSULTANTS:
A)THE BUILDING BRICK SHALL BE FROM CLAY OR SHALE ASTM C62-67 GRADE MW FOR PERIMETER AT COLUMNS.
EXTERIOR WALLS ABOVE GRADE AND NW FOR INTERIOR WALLS. REINFORCING BARS 106.66' 100.00'
B)FACE BRICK TO BE TYPE FBX AS PER ASTM 216-66 GRADE MW. PLOT PLAN
C)THE CONCRETE MASONRY UNIT TO BE AS FOLLOWS: 1-ALL CONTINUOUS REINFORCING BARS TO BE LAPPED 32 X BAR DIAMETER SPLICES AND H O RTO N AVE 1-GRADE P FOR MODERATE EXPOSURE CORNERS UNLESS OTHERWISE INDICATED.LAP CONTINUOUS BARS AT CENTER BETWEEN SCALE: 1/16•=1'0
2-GRADE G FOR NO EXPOSURE SUPPORTS AND AT SUPPORTS.TERMINATE CONTINUOUS BARS AT NON-CONTINUOUS ENDS WITH
3-HOLLOW NON-BEARING BLOCK TO COMPLY WITH ASTM C129-1964. STANDARD HOOKS.
4-HOLLOW LOAD BEARING BLOCK TO COMPLY WITH ASTM C90-1966. 2-PROVIDE CORNER BARS AT WALL INTERSECTIONS SAME SIZE AND SPACING AS HORIZONTAL
5-SOLID LOAD BEARING TO COMPLY WITH ASTM C145-1966. BARS,(MIN.#4 X 5'-01.
D)THE MORTAR IS TO COMPLY WITH ASTM C270-1964,TYPE M.PROPORTIONED WITH ONE PART
PORTLAND CEMENT,ONE PART TYPE II MASONRY CEMENT AND SIX PARTS AGGREGATES.THE
WATER IS TO BE CLEAN AND POTABLE.
E)WALLS ARE TO BE BONDED INTEGRALLY WITH DUR-O-WALL,REINFORCING B.S.A.261-54 SM, 0 • • STOA DESIGN STUDIO, LTD
OR EQUAL.BRICK VENEER IS TO BE ANCHORED TO FRAME AS PER RS10-1-11.2.1 OF THE N.Y.C.
BUILDING CODE.ALL EXISTING CONSTRUCTION IS TO BE BONDED INTEGRALLY WITH THE EXISTING m o • • 25-40 27 ST#213,
CONSTRUCTION. • , Astoria,New York 11102
F)WHERE CORROSION-RESISTANT ANCHORS OR TIES ARE CALLED FOR,THEY ARE TO BE • • • • tel: 71&-204-4767
EITHER COPPER COATED OR ZINC COATED OR OF METAL HAVING CORROSION RESISTANT • n
QUALITIES EQUIVALENT TO ZINC-COATED MILL STEEL. • • Du DTT2Z o stoadesignstudio@gmail.com
SIMPSON Strong-Tie® °
PROJECT:
DTT2Z o PROPOSED 1 CAR
. .
° On. SIMPSON STRONG TIE GARAGE
FOR HARD PACKED o•:�. RIDGE & RAFTER CONNECTOR-RR
SOIL EXCAVATED SLOPE I- -
•OF 45' OR LESS,
SHORING NOT REQ'D. \ 145 HORTON AVE, MATTITUCK
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° ••� DOB APPIJCATION NO.: DRAWING TITLE:
EMBANKMENTS
PLOT PLAN
EXCAVATION DETAIL ° . ' e a DOB APPROVALS ZONING & CODE
3 NOTES & DETAILS
SCALE: N.T.S. o �
• ® SIMPSON STRONG-TIE
HTT22 SEAL&SIGNATURE: DATE: 07/22/n2n4
CORNER HOLD DOWN PROJECT No.:2024-0W
✓� �?A CJ �' G BY:P.C.
DRA'MN
SIMPSON STRONG TIE H8 SIMPSON STRONG TIE H8 SIMPSON STRONG TIE LSSR 1 a M1%, *, �"; DRA N
RAFTER TO TOP STUD TO TOP RAFTER TO COLLAR TIE . . , P.C.
PLATE CONNECTION PLATE CONNECTION (2)DETAILS
ALE: N.T.S. 9'�0 � G-100.00
DWG No.:
Ol OF 02
NOTE: THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO. THEY MAY NOT BE COPIED,REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANYWAY.
i
AMENDMENT
GENERAL NOTES EXCAVATION AND CONCRETE FOUNDATIONS '
1. THESE NOTES ARE PART OF THE PLANS AND SPECIFICATIONS, AND ARE TO BE COMPLETED WITHIN ALL RESPECTS. MORE RESTRICTIVE NOTES MENTIONED ELSEWHERE ARE TO TAKE PRECEDENCE OVER THE 1.) WHEN EXCAVATIONS ARE 5'0"OR GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND
/
FOLLOWING. THE SIDES SHALL BE SHORED AS PER SECT.C-26-1903.2(A).
2.THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE SO THAT HE MAY DETERMINE THE DIFFICULTIES HE 2.) PROVIDE GUARD RAILS OR FENCES AT EXCAVATIONS AS PER SECT.C-26-1106.5.
MAY ENCOUNTER DURING CONSTRUCTION. 3.) ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL PRESSURE OF THREE(3)TONS ENERGY COMPLIANCE STATEMENT:
3.ALL DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR PER SQUARE FOOT(UNLESS OTHERWISE NOTED),SUBJECT TO VERIFICATION BY INSPECTION,BY
TO THE COMMENCEMENT OF ANY WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE AN ENGINEER OR ARCHITECT,BEFORE PLACEMENT OF FOOTINGS. \ C) To the best of my knowlege, belief and professional
PROCEEDING WITH THE WORK ) ALL FOOTINGS TO BE CARRIED AT LEAST 4'-0"BELOW ADJACENT FINISHED GROUND LEVEL,
4.THE CONTRACTOR DOING THE WORK SHALL OBTAIN NECESSARY PERMITS AND APPROVALS OF CONSTRUCTION. 4. � � 2� judgment, all work under this application is exempt
5.THE CONTRACTOR SHALL PROVIDE&MAINTAIN PROPER INSURANCE COMPENSATION&LIABILITY TO PROTECT& BELOW HOUSE DRAIN AND DOWN TO VIRGIN SOIL.NEW FOOTINGS TO GO TO SAME LEVEL AS
COVER, FOOTINGS OF ADJACENT PROPERTY.IF NEW FOOTINGS ARE LOWER,THE ADJACENT PROPERTY 2 from the NYS Energy Conservation Construction
6.THE CONTRACTOR IS TO COMPLY WITH ALL THE BUILDING RULES,REGULATIONS AND REQUIREMENTS. MUST BE UNDERPINNED.SUCH UNDERPINNING TO BE FILED UNDER SEPARATE APPLICATION BY A
7.THE CONTRACTOR SHALL PREPARE ALL SURFACES AS REQUIRED FOR INSTALLATION OF FINISHES. ` ?t4t` Code i n accordance with:
LICENSED ARCHITECT OR ENGINEER,TO BE RETAINED BY THE CONTRACTOR. J
S.ALL MATERIALS MUST BE INSTALLED IN ACCORDANCE WITH THE NYC BUILDING CODE AND AGENCIES HAVING �''` �'
JURISDICTION IN THE PROPOSED WORK. 5.) WHEN DIFFERENCES IN ELEVATION OCCUR,FOOTINGS ARE TO BE STEPPED AT A MAXIMUM OF \ n
9.ANY SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT IN ADVANCE,FOR REVIEW AND APPROVAL. 30 DEGREES TO THE HORIZONTAL. The scope of work is entirely i n a "low-energy"
10.THE WORD"PROVIDE"SHALL MEAN"FURNISH AND INSTALLED BY THE CONTRACTOR." 6.) PRE QUALIFIED MIXES:CONCRETE SHALL BE PRODUCED FROM BATCH APPROVED BY THE I � � �j�\a��t�0� building and is limited to the building envelope.
11.AT THE END OF THE WORK DAY,THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF SUPERVISION OF AN ARCHITECT OR ENGINEER ENGAGED BY THE CONFORMANCE OF THE QUALITY I '(d
WASTE MATERIALS CAUSED BY DEMOLITION OR ANY OF THE OPERATIONS. HE SHALL REMOVE ALL WASTE AND CONDITION OF THE MATERIALS TO ACT 318,AND THAT THE INGREDIENTS ARE THE SAME OR REQUIRED SETBACKS FROM
a
MATERIALS FROM AND ABOUT PROJECT AS WELL AS ALL MATERIALS,TOOLS,EQUIPMENT,MACHINERY&SUPPLIES, PROPERTY LINES&SEPTIC \
UNLESS REQUIRED FOR THE FOLLOWING DAYS SEQUENCE OF WORK. EQUAL TO THOSE USED FOR THE PRE QUALIFYING MIXES.ATTESTATION OF QUALITY CONTROL FIELD \1 1 I
12.THE ARCHITECT OF DESIGN HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. AND INSPECTION AT THE BATCH PLANT SHALL APPEAR ON THE TICKET ACCOMPANYING EACH 1 I
13.THE GC IS RESPONSIBLE FOR ALL CONTROLLED INSPECTION ITEMS AS INDICATED ON THE DRAWINGS. LOAD OF CONCRETE.
14.THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS FACILITIES AS 7) TEST CYLINDERS:THREE(3)TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 YARDS OR � i Imo- ) 10
PER FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED IN ANY ONE DAY.SAMPLES SHALL BE r \
15. ALL
PROPOSED CHANGES IN WORK MUST BE SUBMITTED TO THE DESIGNER &CLIENT IN WRITING FOR
APPROVAL TAKEN DIRECTLY FROM MIXER AS PER ASTM C172,CURED AS PER ASTM C31,AND TESTED AT THE '
16.ALL WORK IS TO BE GUARANTEED AGAINST DEFECTS IN MATERIAL&WORKMANSHIP NOT DUE TO ORDINARY AGE OF 28 DAYS AS PER ASTM C39.TESTS SHALL BE PERFORMED BY A LICENSING TESTING � ro' I 1 CM
WEAR FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL COMPLETION. T I I T
THE CONTRACTORS USING THESE DRAWINGS SHALL COMPLY WITH ALL LAWS, ORDINANCES®ULATIONS LABORATORY.TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING,LOCATED TO
BEARING ON THE SCOPE&CONDITION OF THE WORK. MINIMIZE HAZARDS OF DISTURBANCE DURING CURING,FREE FROM VIBRATION,REMOTE FROM \ C
&REPLACED HEN
ALL ORK TO MAO MATCH TCH EXISTINGI WORK.ALL EXISTING WORK DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED FIRST LOAD OF CONTRAFFIC,HEATED OCRET ISI DE IVOERED.CPER YLINDERS SHAING OLL R MAN.BOX SN WLCURING BOX ATE PROVIDED VLEAST 24 EXIST SEPTIC SYSTEM I \\ `�•00r
17.ALL MATERIALS,ASSEMBLIES,FORMS,AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL &LEACHING FIELD AS mod" \(9 1
MEET THE FOLLOWING REQUIREMENTS: HOURS,AND READY FOR DELIVERY TO TESTING LABORATORY. PER APP'D PLAN 5'-D"
A)IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE BY THE BOARD OR; WOOD DATED 08/107/1984 I \ I I I \ \ \ OO PROPOSED
B) IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY THE I 1-STY 1-CAR
COMMISSIONER OR; 1.) GENERAL REQUIREMENTS: ' / �L N
C)APPROVED BY THE BOARD OF STANDARDS AND APPEALS AS PER C26-106.2. A)MATERIALS(OTHER THAN NON-STRESS GRADE LUMBER)DESIGN AND CONSTRUCTION I +' / ` \ \ I N GARAGE
1B.) WHERE APPLICABLE,THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SHORING AND BRACING OF WALLS METHODS SHALL MEET REQUIREMENTS OF THE FOLLOWING REFERENCE STANDARDS: I I I SCOPE OF WORK:
AND FLOORS,BEFORE ANY REMOVAL WORK IS IS STARTED,UNDERPINNING,WHEN REQUIRED,SHALL BE BROUGHT \
TO THE ATTENTIONOF THE ARCHITECT. 1-LUMBEOD-REFSR AND TIMER-REFERENCENCESADARDRS1DARDSRS108 I SD• Proposed wood-framed 1-Car Garage.
19.)ALL ELEVATIONS SHALL BE REFEREED TO THE U.S.COAST AND GEODETIC SURVEY MEAN SEAL LEVEL DATUM 2-PLYWOOD-REFERENCE STANDARD RS10 9
OF 1929 AS PER C26-110.3 2.) ALL WOOD USED FOR STRUCTURAL ELEMENTS ARE TO BE IDENTIFIED AS TO GRADE AND IT I \
20.)AT LEAST 24 HOUR WRITTEN NOTICE SHALL BE GIVEN TO THE COMMISSIONER BEFORE COMMENCEMENT OF SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY PRIOR TO ITS
WORK AS PER C26-116.5 1 I
DELIVERY ON SITE.
21.)FIVE(5)DAYS PRIOR NOTICE SHALL BE GIVEN TO ADJOINING LOT OWNER AFFECTED BY FOUNDATION,
EARTHWORK OR DEMOLITION WORK AS PER C26-112.3&113.3 3.) ALL STRUCTURAL LUMBER IS TO BE DOUGLAS FIR,HEMLOCK,WEST COAST,OR SOUTHERNI I'/ EXISTST W WOOD
22.)AN ACCURATE AND COMPLETE LOT SURVEY,MADE BY A LICENSED SURVEYOR SHALL BE SUBMITTED AFTER PINE,No.1.ALL WITH MINIMUM ALLOW-ABLE BENDING STRESS F'B=1,450 PSI AND MODULUS OF DECK r \
COMPLETION OF WORK SHOWING THE LOCATION OF ANY NEW BUILDING AND/OR ANY EXTENSION TO AN EXISTING ELASTICITY OF E=1,400,000 PSI.
BUILDING SHOWING ELEVATION OF FIRST FLOOR,FINISHED GRADES OF OPEN SPACES,ESTABLISHED CURB LEVEL, 4.) ALL ROOF AND FLOOR JOISTS ARE TO BE BRACED WITH 1"X 3" WOOD CROSS BRIDGING OR 57.3'
LOCATION OF OTHER STRUCTURE ON LOT,LOCATION,AND BOUNDARIES OF LOT AS PER C26-121.7 EQUIVALENT,AND SHALL BE SPACED AT 8'0"O.C.MAXIMUM,UNLESS OTHERWISE NOTED.
23.)POSTED OCCUPANCY AND USE.ALL BUILDINGS SHALL BE POSTED WITH A SIGN IN A FORM PRESCRIBED BY
THE DEPARTMENT,PERMANENTLY AFFIXED,PLACED IN A CONSPICUOUS LOCATION IN PUBLIC HALL OR CORRIDOR, 5.) WOOD STUDS SHALL BE STANDARD GRADE F'B=1,200 PSI. 1 EXISTING 1-STORY
STATING LIVE LOADS AND OCCUPANT LOADS IN BUILDING AND ALL PARTS THEREOF AS PER C26-121.7 6.) THE SIZE AND NUMBER OF NAILS FOR CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE RESIDENCE °D Q
24.)THE CONSTRUCTION,EQUIPMENT AND METHODS USED SHALL COMPLY WITH ALL REQUIREMENTS co m
OFTHE NEW YORK CITY ADMINISTRATIVE CODE,THE NEW YORK STATE HEALTH CODE, THE NEW YORK 10-4 C26-1006.0 OF THE N.Y.C.BUILDING CODE. W CV N W
STATE ENERGY CONSERVATION CODE,AND OTHER REQUIREMENTS,RULES AND REGULATIONS OF THE 7•) BUILT-UP MEMBERS,IF ANY,SHALL BE SECURELY SPIKED OR BOLTED TOGETHER. Q > >
NEW YORK CITY ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING 8.) JOISTS AND RAFTERS ENTERING ON MASONRY OR CONCRETE WALLS ARE TO BE FIRE CUT TO A O
JURISDICTION. LEVEL OF 3"IN THEIR DEPTH. ( 17 0' 19.0' b
25.)NEW CERTIFICATE OF OCCUPANCY IS REQUIRED. 9.) A 1/2"MINIMUM AIR SPACE IS TO BE PROVIDED AT SIDES,TOPS, AND ENDS OF BEAMS ENTERING � P1,3' D
26.) CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH, RUBBLE, DISCARDED MASONRY OR CONCRETE WALLS. X \ X
EQUIPMENT OR OTHER MATERIALS,EMPTY PACKING CARTONS,ETC.,WHICH ARE USED IN CONNECTION WITH THE 10. ALL EXTERIOR WALLS ARE TO BE FIRESTOPPED. W
ALTERATION AND SHALL ARRANGE SUCH REMOVAL. ) W \ \ \ W
27.)SMOKING WILL NOT BE PERMITTED ON JOB SITE 11.)JOISTS BEARING ON WALLS ARE TO BE ANCHORED 6'-0"O.C.WITH 1/4"X 16"W.I.STRAP IT" I 1 I
J �
MASONRY NOTES 1 ANCHORS.2.)PROVIDE A MINIMUM OF 4"BEARING AT ALL WOOD JOISTS,UNLESS OTHERWISE NOTED.
1.) GENERAL REQUIREMENTS: SLABS ON GRADE = I WELL
T MEET THE REQUIREMENTS
! I
PJ UNREINFORCED MASONRY CONSTRUCTION AND DESIGNIS O Q
OF REFERENCE STANDARD RS-10-1 OF THE N.Y.C.BUILDING CODE. TO BE 6"THICK UNLESS OTHERWISE INDICATED,REINFORCED WITH 6X6#10X#10 WELDED WIRE 1 I I
B)REINFORCED MASONRY CONSTRUCTION MATERIALS AND DESIGN IS TO MEET THE MESH.SLABS TO BE PLACED ON 6"POROUS FILL,UNLESS OTHERWISE INDICATED.CONCRETE TO 1 REVISIONS: DATE: BY:
REQUIREMENTS OF REFERENCE STANDARD RS-10-2. BE 4,000 POUND CONCRETE,SLABS TO BE POURED IN CHECKERBOARD FASHION,MAXIMUM POUR
2.) MATERIALS: BETWEEN PREMOULDED EXPANSION JOINTS 625 S.F.PROVIDE EXPANSION JOINTS AROUND -
A)THE BUILDING BRICK SHALL BE FROM CLAY OR SHALE ASTM C62-67 GRADE MIN _FOR PERIMETER AT COLUMNS. _ _ _ _ _ CONSULTANTS:
EXTERIOR WALLS ABOVE GRADE AND NW FOR INTERIOR WALLS. REINFORCING BARS 106.66' 100.00'
B)FACE BRICK TO BE TYPE FBX AS PER ASTM 216 66 GRADE MW. LOT PLAN
C)THE CONCRETE MASONRY UNIT TO BE AS FOLLOWS: 1-ALL CONTINUOUS REINFORCING BARS TO BE LAPPED 32 X BAR DIAMETER SPLICES AND H O RTO N AVE C!7SCALE-
2-1-GRADE P FOR MODERATE EXPOSURE CORNERS UNLESS OTHERWISE INDICATED.LAP CONTINUOUS BARS AT CENTER BETWEEN GRADE G FOR NO EXPOSURE SUPPORTS AND AT SUPPORTS.TERMINATE CONTINUOUS BARS AT NON-CONTINUOUS ENDS WITH
3-HOLLOW NON-BEARING BLOCK TO COMPLY WITH ASTM C129-1964. STANDARD HOOKS.
4-HOLLOW LOAD BEARING BLOCK TO COMPLY WITH ASTM C90-1966. 2-PROVIDE CORNER BARS AT WALL INTERSECTIONS SAME SIZE AND SPACING AS HORIZONTAL
5-SOLID LOAD BEARING TO COMPLY WITH ASTM C145-1966. BARS,(MIN.#4 X 5'-01.
D)THE MORTAR IS TO COMPLY WITH ASTM C270-1964,TYPE M.PROPORTIONED WITH ONE PART
PORTLAND CEMENT,ONE PART TYPE II MASONRY CEMENT AND SIX PARTS AGGREGATES.THE . ,
WATER IS TO BE CLEAN AND POTABLE.
E)WALLS ARE TO BE BONDED INTEGRALLY WITH DUR-O-WALL,REINFORCING B.S.A.261-54 SM, m STOA DESIGN STUDIO, LTD
OR EQUAL.BRICK VENEER IS TO BE ANCHORED TO FRAME AS PER RS10-1-11.2.1 OF THE NY.C.
BUILDING CODE.ALL EXISTING CONSTRUCTION IS TO BE BONDED INTEGRALLY WITH THE EXISTING m o ° • 25-40 27 ST#213,
CONSTRUCTION. . o Astoria,New York 11102
F)WHERE CORROSION-RESISTANT ANCHORS OR TIES ARE CALLED FOR,THEY ARE TO BE a . fief: 718-204-4767
EITHER COPPER COATED OR ZINC COATED OR OF METAL HAVING CORROSION RESISTANT • n as
QUALITIES EQUIVALENT TO ZINC-COATED MILL STEEL. ` • IDI DTT2Z o °
stoadesignstudio@gmail.com
SIMPSON Strong-Tie®
as
PROJECT:
DTT2Z 0 PROPOSED 1 CAR
• °o Do.• p. •°•:' SIMPSON STRONG TIE GARAGE
FOR HARD PACKED ° • •r : o•:� RIDGE & RAFTER CONNECTOR-RR
SOIL EXCAVATED SLOPE
OF 45' OR LESS, \ -I ' '�•
SHORING NOT REQ'D. \ 145 HORTON AVE, MATTITUCK
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-I _ \ ° • •'� DOB APPLICATION NO.: DRAWING TITLE:
EMBANKMENTS
•;® ` •• PLOT PLAN
EXCAVATION DETAIL o ` DOB APPROVALS ZONING & COD E
3 SCALE: N.T.S. o NOTES & D ETA I LS
O SIMPSON STRONG-TIE
HTT22 SEAL k SIGNATURE: DATE: 07/22/24
CORNER HOLD DOWN Tia PROJECT No 2024-000
SIMPSON STRONG TIE H8 SIMPSON STRONG TIE H8 SIMPSON STRONG TIE LSSR , ' DRAWNG BY:P.C.
RAFTER TO TOP STUD TO TOP RAFTER TO COLLAR TIE ` ti� r., �` c,c BY: P.C.
; 1
PLATE CONNECTIION PLATE CONNECTION 2 DETAILS 9'� ri '>° G-100.00
SCALE: N.T.S. Owc No
IL 01 OF 02
NOTE: THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO. THEY MAY NOT BE COPIED,REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING.'I TIS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY.
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12
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PTD WOOD FASCIA ASPHALT SHINDIES
NON-STRUCTURAL 2z12 RIDGE�
i 4'ALUM GUTTER 3'LEADER TO
SPLASH BLOCK RIDGE CAP 200 ARE TREATED RAFTERS ASPHALT SHINGLES
_ ❑ •GUTTER 2x6 COLLAR BEAMS SPACED FELT
a 016 O.C.
Y ALUM LEADER $ 3'LEADER TO 12 0 4'-O.O.C.MAX OR(RUDE PLYWD
TO SPLASH BLOCK I I I I I I I I I SPLASH B-� 1•-0.OVERHANG 7� SHEATHING
ig NEW DMMOR SIDING TO MATCH b 2x4 __ __ --- ---- -- - -- STRAP EACH RAFTER R STUD TO PLATE
L o STUCCO FINISH 5 THAT OF MAIN RESIDENCE(TYP) RAFTER TAILS - ----- ----- `r- OR STUD W/SIMPSON METAL TIE OR EQUAL
oWD
no OVERHEAD DOOR �LIN.DRIPL— - ----- --_- _L`_ - 2z WD BLOCKING
EDGE
---- ------ -- -- 2x4 HANGERS FOR J 'ALUM GUTTER TO 3'LEADER
` = 1x8 PTO WD (3)200 DR HDR W/ TIES �2)2x6 PT TOP PLATE
GRADE GRADE o FASCIA QU& 1ri PLYWD SPAS 3
------------ - ----- --- -------T- R TIES x6 PT WD 016'0 .
S 1x12 SOFFIT
8 2)�6 2 D.C.W/3/4'
I -- --------------------------- --;' -------------------------------------------- - - - - .r �- TERIORPLYWOOD 4
-- --------------------------- --
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I I I I w EXPANSION JOINT o TIED TO MASONRY WITH
I j I I I o AS SELECTED BY OWNER
• J¢'ANCHOR BOLTS
_____--_-- ' ` ------------------------------__ J L o STRAP EACH STUD TO BASE&TOP
r� -r-------------------- T� rJ T------------------------- r ;o I 6'POURED CONC SLAB O.G EMBEDDED 6•MIN INTO
I __________i____J ROW W REBARS 012' PLATE W/SIMPSON METAL TIE OR EQUAL
L____.L______________________________1____J L-----L----------------------------------------------- /� FOUNDATION 0 4'-0'O.C.
O.C.k J4 REBARS 0 6' 2A PT BASE PLATE
GRADE 2 ��CONCRETE
2
FRONT ELEVATION PROOF
:�v SIDE ELEVATION ANCHOR BDLT
3 _ (4) REBARs(DMOR: = -0" o RED CONCRETE MEMWATBRANE
SCALE: 1/4•=t'-0" i KEBABS FOUNDATION WALL MEMBRANE
018'O.C. b REINF CONCRETE FOOLING GRAVEL BED
(2)15 REBARS _ _ (4000 Psi TYP) COMPACTED
FILL
UNDISTURBED SOIL
— 12 -
Q�
ASPHALT SHINGLES
PTD WOOD FASCIA
f4•ALUM GUTTER CROSS SECTION
SCALE:
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w N io
b 5PROVIDE SIDE WINDOWS 07/16/25 PC
GRADE (T���� : g REMOVE DENS GLAS SHEATHING 07/16/25 PC
GRADE -r - ---- i-------------------------------------- -- -
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L___-1______________________________ --___J
REVISE GARAGE DOOR SIZE. 07/16/25
REAR ELEVATION c SO
DE ELEVATION REV SIONS: DATE:
4 SCALE: 1/4"=1'-0" V SCALE: =1-0
CONSULTANTS:
B B 24 COLLAR BEAMS 200 FIRE TREATED
ASPHALT SHINGLES ON 242 RIDGE BD RAFTER TES RAFTERS 016"O.C.
_
3•ALUM LEADER TO SPLASHBLOCK 6'ROOF OVERHANG 15-0' SHEATHING
(TYP BOTH SIDES) (0 FRONT E REAR) oil
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(3)204 (2) �(16 _ 2 x8 H SIM AL OR
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2x6 PT WD 016'O.C.W/3/4' 4 25-40 27 ST#213,
Astoria,New York 11102
NEAD DOOR 5 2 s EA TO- OVIDE SIDIN s tel: 718-204-4767
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E T P W/ COLOR&FINISH AS SELECTED BY OWNER
I I I F DA110 AL ORINSTALLED AS PER MANUFACTURERSr2.10
( ) RECOMMENDATIONS
AS PER
stoadesignstudio@gmail.com
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5
I i 5 GRAD BADE
x10 JOISTS 0 i6.O.C. WD JOISTS 0 i6'0. I
PROJECTDOOOO" -1 :
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REINF CONC FTG PROPOSED 1 CAR
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6• D GARAGE
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2'-0•LWOExr-o•DEEP a: • 14•ALUM cu'TER 145 HORTON AVE, MAITITUCK
I �f REINF CONCRETE FOOLING i ` ' '� I I (TYP BOTH SIDES)
I 1 II
DOB APPLICATION NO.:
(4'-0'BELOW GRADE MIN) i ,o
I I I o� I I
DRAWING TITLE:
A A A
I I G, 6•CONC SLAB O.G. I i
GARAGE PLAN &
I
______________________
DOB APPROVALS FOUNDATION,
_____________________ _________ J - - ____ J SYMBOL LEGEND ELEVATIONS, SECTIONS
f�.J POURED IN PLACE REINF CONCRETE
B'-0'x7-O'04 GARA DOOR 4000 PSI MIN
- 8'SOLID BEARING CMU SEAL s SIGNATURE: DATE: 07/22/24
PROJECT No.: 2024-000
ORANiNG BY: P.C.
T CHK BY:
FOUNDATION PLAN (D!S!�A
RAGE PLAN 9 oI�spL' �a` A-100.01
1 SCALE: 1/4"=1'-0" OF
E: 1/4"=1'-0" DWG No.:
02 OF 02
NOTE: THESE DRAWINGS ARE THE PROPERTY OF THE OFFICE OF PATRIZIA CIMINO ARCHITECT&STOA DESIGN STUDIO. THEY MAY NOT BE COPIED,REPRODUCED OR REUSED FOR ANOTHER LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF SAID OFFICE.
WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY.