HomeMy WebLinkAbout52933-Z TOWN OF SOUTHOLD
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BUILDING DEPARTMENT
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#: 52933 Date: 04/30/2026
Permission is hereby granted to:
Megan Joyce
90 William St Apt 5G
New York, NY 10038
To:
reconstruct a deck addition and balcony to an existing single-family dwelling as applied for.
Premises Located at:
475 Willis Creek Dr, Mattituck, NY 11952
SCTM# 115.-17-17.15
Pursuant to application dated 04/17/2026 and approved by the Building Inspector.
To expire on 04/29/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $750.00
CO-RESIDENTIAL $100.00
Total $850.00
Building Inspector ���
bra TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 tt,s://ww,�v. oLitholdtowiiiLy
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only L= LL
i7 z
PERMIT NO. ��1 Building Inspector.....--
A P i_�
a` 1 2�1re()26,
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:04/17/26
OWNER(S)OF PROPERTY:
Name:Megan Joyce scTM# 1000-
Project Address:475 Willis Creek Drive, Mattituck
Phone#:917-767-8061 Email:meganjenniferjoyce@gmail.com
Mailing Address:475 Will Creek Drive, Mattituck
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO BOX 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO BOX 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $so,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes *No
1
PROPERTY INFORMATION
Existing use of property: 1 O Intended use of property
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
'`'� property? ,'� _..COPY.
thisDyes No IF YES,PROVIDE A
9
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
pier Z36 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 buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law.
Application Submitted By(print name): �� ��,,(Q authorized Agent ❑Owner
Signature of Appli'cant �� Date: ZZ 1 Z(Q
STATE OF NEW YORK)
SS.
COUNTY OF U 0 )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the �' .-.---�•-
(Contract 11 N,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 efore me this
day of 20 _. w
MARIA PRINS GANLEY
Notary Public-State of New York
NO.01 PR5003206
PROPERTYT T Qualified In Suffolk County
(Where the applicant is not the owner) My Commission Expires Oct 19, 2026
residing at
_ — do hereby authorize __to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
/21), , 4-- , P -
!�
Ow
ner's tore V
Dat°e;i� �
Print Owner's Name
2
— &0)
sUFFQ Albert J. Krupski, Jr. STORlMMAT]ER
SUPERVISOR NIA NAG]ENI]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 �
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
... _:. ......... .....: w _ .. __ ::::. ..__ .. ... .._.._
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: AMP Architecture rmp- Date:
pN �286/ ......... �. 04/28/26
(SiBna I u re) IV
_w_�...w. .....�.�
Contact Information: bepperson@amparchitect.com
GMail&Telephone Num a � _. ...,. . ,_.
631-603-9092 _.�..._.. ............ _wwww
Proprty Address / Location of Construction Site:
475 Willis Creek Drive, Mattituck S.C.T.M. #: 1000
... ....... .......... District
115 17 17.15
................. ___. ... w_..................................................... -.�-._.......... Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Re aired 1
Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required 1
ram'- _w.�......
❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildin Permit.
❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit throw h the Southold Town Engineering,De artment
Prior to Issuance of a Building Permit.
t
Reviewed By: � � ..� �w.w. wwww _�..__.w_..ww..........ww Date: w.. � �.1.._w�. ......
FORM # SMCP-TOS December 2024
J�1 C cep V e q w`I ow�
S C T M NO DISTRICT, 10000 SECTION:175 BLOCK. 17 LOT(S).17 T5
MEADOW BEACH LANE
m"Kv LOT 19 1
( y STK. 265.00' =*41
N 88a75110"E
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Ev10.Y -L. \ ME WA MR SUPPLY,$aLS ORYB£LLS AND CESSRODL
91a� // LOCA7A SHIM ARE FROM FIELD OBSERVADONS
AND LAP DATA OSTAWED PROW OTHERS
STK. AREA 55,63815 SOFT.Or 128 ACRES EI£AApv DATUM
U LIWMZED AL kRARON f ADDIT TOT'5 5U T IS A NOLADDV OF SECDOY T209 OF THE NEM YORR STAY££f "RDN LAW 10^5 OF M SURLY
NAP NOT BEARING Rt LA-StLRv£YDR S EMBOSS@$EAL SHALL NOT BE:fA'AA:ED TO R£A YALRt 7RUE COPY GUARANTEES 1NINCAi£D HEREDV SMALL RUN
N' DVtY f0 tHE AS—F 3HOM IH£SURVEY S PREPARED AND OV His EEHALF TO THE PME COMPANY,GOVERNMENTAL AOENCY A-LEN 6 WSDNRON
LISTED H W,,AND TD Rf£ASSIGNEES DF THE LENDING MPVTDN,CVAPANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR D+MtTI-JDNS SHOFfiY H£REOv FRDN THE PROPERTY LNES TO frtF SIRUCTCd4ES ARE FOR A EPEOPC PURPOS AND USE RfE—c THEY AR£
i 3,Lv NOT INTENDED TO M3YtfA r IHE PROPERTY LINES OR TO GLIDE R ERECRON�FENCES AONHAVAL STRUCRJRFS OP AND OTHER—ROY£NENTS EASEMENTS
W" ANQIOR 20StIRFACE 5TRUCRJRE5 RECQQDED OR tRtRECpRDFO ARE NOT LIAR IT D U S PHMCALLY ENDFNT OV TN£PREMISES AT R -T t A1R'2'Y
Ns SORV£Y OF.LOT 18 1 j CERTIFIED TO MEGAN JOYCE.CHRISTOPHER KEATING.
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YAP OF.HARBOR VIEW i WELLS FARGO HOME MORTAGE,
$$' [FIDELITY NATIONALL TITLE INSURANCE SERVICES,LLC
FaEO AUGUST 2?,7987 No 5377 -
S17UATED APMATTITUCK
TOWV Oe SOUTHOL D
21 J'E SUFFOLK COUNTY,NEW YORK KEN11'&'f`H MOYC1ti5K LAMB SIIRY£Y1N6,PLLC
Prof mnat Lard SMrvepin0 and Bendn
P.O.B..153 Aq—b.,.a,N—York t1931
fNF 919-173 SCALE 1'=30' DATE DEC 20,2019 t;yS h� FR..1.11280-l". PA%(031)00-v-
51TE PLAN HATCH KEY:
® PROPOSED BUILDING ADDITION
® PROPOSED ACCESSORY STRUCTURE Q
PROPOSED 2ND STORY Lij
W
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FAOE nn11
/' \ ♦ O-001 .00 PROJECT LOCATION & SCOPE
\ SITE PLAN & ZONING DATA D
-
ADD1I7I0N MODIFICATIONS TO EXISTINO REAR [7ECX. -�-J -0
- PROF'OSEID STONE PATIO @ ORA17E VV FIRE PIT $ SEATI NO 0
0-002,QQ GENERAL NOTES n 1
/ \ � � ENERGY TABLE 4-1��;/� �` FRO �T DATA : STRUCTURAL DESIGN CHARTS
PROPOSED DEMOLITION PLANS -�
PROJECT / ZONING DATA PROPOSED DECK PLANS U
♦ TAX HAP # 1000-115-I'l-1�.15 L..
-
\ ZONIM5 DISTRICT AG (NC) -�Q 1 ,QQ PROPOSED EXTERIOR ELEVATIONS (n
1 \ LOT AREA 1.3 ACRES W
O
GofO - ONE FAMILY DWELLING Z-11484; II/01/IgaO
1 \ O ♦ GofO - ADDITION OVER EXIST.
IST FL. RAISED DECK ADD. Z-2442g; 06/14/Iggb -�O 1 .00 DESIGN DETAILS
GofO - DECK ADDITION TO Z-265g4. 01/26/I01gg
EXIST:. DWELLING "AS-BUILT"
1 \ \ CofO - COV. PORCH ADDITION 8 Z-2'7343; 06/04/2001
\ ♦ INORG)UND POOL
1 \ � GofO - GOV. PORCH ADDITION Z-28g01; Og/30/2002
1 ` CofO - "AS-BUILT" DECK ADD. Z-40gg1; 01/10/2020
1 / \ FEMA FLOOD ZONE X
O \ LOT COVERAOE
SOUTHOLD TOWN CODE 2,50-124
1 \V 1 \ ♦ DESCRIPTION (FOOTPRINT) AREA % LOT
COVERAGE
1 RO�O S � `` TOTAL LOT AREA 55055.2 S.F.
12'� EXIST. NOOI,) I7EGfK ANI \
1 � �\ � EXISTIING DWELLING 2,0'12.8 S.F. 3.-IY
SHED � LGONY
� �� • � \ EXIST:. FRONT COVERED PORCH 553.1 S.F. I.Ogo
1 1�� • \ ♦ PROPIOSED REAR DECK g62.0 S.F. I."19b
1 � �
\ ` ` EXI5TI'IN5 SHED 102.1 S.F. 0.2%
1 I �
1 STONE i= TI O C� \ EXISTIING POOL 800.0 S.F. 1.4% N
�" \ \♦ TOTAL_ AREA OF ALL STRUCTURES 44g0.0 S.F. B.IY z
1 O R*SF_ AN� \\
I �I \ \♦ MAXIMUM LOT COVERAGE ALLOWED: 20% o
1 \ �
1 C \ \ ♦ ZONING'i REOULATION5 MAIN BUILDING
5OUTHOLD TOWN CODE 280-124
1 EX 1ST. 2 STY
1 1
FRAME `` EXIST. PROPOSED COMPLIES p
DWLL I NO #4775 tQ
MIN. F 6 RRONT YARD 50.0' 0.3' 60.3' YES PROJECT:
MIN. S')IDE YARD 20.0' 51.6' S1.6 YES
' , � \ �♦ JOYCE
MIN. G OMBANED
51 DE 1YARD5 40.0' 124.3' 124.3' YES DECK ADDITION
MIN. REAR YARD 60.0' 166.2' 161.3' YES
MAXIMIUM HEIGHT 35.0' 28.0' 28.0' YES
E3L 475 WILLIS CREEK DR.
MATTITUCK, NY 11952
1QN / DRAWING TITLE:
1 � v
1 PROJECT LOCATION & SCOPE
1 /
SITE PLAN & ZONING DATA
PAGE:
G-001. 00
120.18Y
1
L- �oYYw DATE:04/09/26 1 OF 4
tAoI014,41 G �Z
V� IL � � S
517E LAYOUT NOTES:
I. THIS 15 AN ARCHITECT'S SITE PLAN 8 15
SUBJECT TO VERIFICATION BY A LICENSED g�
SURVEYOR. THE INFORMATION
et
REPRESENTED ON THI5 SITE PLAN 15 TO THE �' v f�.
ARCHITECTS BEST OF KNOWLEDGE.
2. SURVEY INFORMATION WAS OBTAINED ;
FROM A SURVEY DATED DEC. 20, 201g I <s
AND PREPARED BY: `
KENNETH M. WOYCHUK LAND 5URVEYIN5, PLLG =
PO BOX 153 p >
AGUEBOGUE, N.Y. I Ig31
S I TE FLANTELEPHONE: (631) 2g8 1588
SCALE: 1" = 20'-0"
NOTES $ SFEG I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. ,AND MASONRY A55F-,E Y I AT I O I`lS
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 B BETTER (Fb = 5,15) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO(READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD IN5UL. INSULATION
SPEVFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF In_
2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. -� INTERIOR Q
5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q
GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS)
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LLJ
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. : LJJ
APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURER 5 SPEGIFIGATIONS J cc
IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS m
APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A IMIN. OF 4'-0" BELOW 6RADE, UNLE55
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. B.O. BOTTOM OF MAX. MAXIMUM .�
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED Q _ L0
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL •�
PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. _
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O r-
AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN& 6. NO BACK FILL SHALL BE PLACED A5AIN57 FOUNDATION WALLS _ '� 0
RULE5 SPECIFIED IN 1.1 THROUGH Le?. UNTIL 151 TIER OF FRAMINi6 15 IN PLACE. }, � >: C0
b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1-155
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPON151BILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, f1 C � 0-I. FOOTINGS TO BE POUREED CONCRETE OF SIZE SHOWN ON DRAWINGS.
OF THE OwNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING GODS
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED
"1. ALL BEAMS, OIRDERS ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS UTILITIES ETC. TO BE FILLED U r-
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER
WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. c j N
SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 0 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 0 0 ;-'
WITH THE woRK. DBL. DOUBLE OCC. OCCUPANCY
GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. _c 0 m a--+
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE Q:ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INNSIONIAMENTS OF THE ORAVIN DEPARTMENT HICH COMPLIES COMMERCE HITH THE 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551YE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION O.H. OVERHANG c N p � �
UNLESS APPROVED BY THE ARGHITEGT/ENOINEER. DAYS OF 4,000 P.5.1., U.C.N. Q 0 a Q
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5T'ENINO SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION
B CONTRACTOR R VERIFY DIMENSIONS OF FOUNDATION WITH IFLOOR PLANS ON PAGE &-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR 5AND WITH ^
BEFORE THE START OF FRAMING ROOF AND 15 OF COX 6RADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D•J. DECK JOISTS P. GONG. POURED CONCRETE W
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PL. PLATE
APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EM5LIE5 USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREG'rEDENGE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055
11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV [EL
EVATION EVATION PLYWD. PLYWOOD
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FA57ENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, TH15 (1) WALL TIE PER (5) 50. FT. EQUIP. -IFEQUIPMENT P.T. PRESSURE TREATED
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL
12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING REQ'D REQUIRED
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY FORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT HMI I IEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT IA. STRUCTURAL COMPOSITE LUMBER: SIN6LE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RI RISER V •
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH 6RADE.
ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 RM. ROOM W
RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR � FLOOR AREA RATIO R.R. ROOF RAFTER .l.,
EXCEED 8'-O" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLA�ICED ON FROZEN SURFACES. 00
F,e,�/ FRESH AIR VENT STL. STEEL •
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 15. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR S.V. SMART VENT
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH
BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE.
15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL I'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS `
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
AND ORDINANCES.
Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTIN(C b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. THICK _
GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR &YP5UM PROVIDE TWO #4 DEFORhIIED BARS CONTINUOUS IN THE F0071N6. ALL 4" THICK
Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C3'1 SPECIFICATION FOR GYPSUM LATH, OR A5TM G'19 CONCRETE SLABS TO HAWE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL Q
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD.
COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TRE
I"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AD � W AS PER PACE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" �V
MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP $ V-O" BELOW GRAVE. FRPR. FIREPROOF TYP. TYPICAL Q
ARCHITEOVENOINEER, AND THEIR AGENTS AND EMPLOYEES FRCOM AND 20. P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING.
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLIUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ib STRUCTURAL PANELS: GLASS WINDOWS AND MOORS
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD VERT. VERTICAL
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DIEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD U5ED IN STRUCTURAL APPLICATIONS SHALL
H.D.
CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE HOLD DOWN V.I.F. VERIFY IN FIELD
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER Ti HAN THE WORK 2. GLASS DOORS AND WIINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIIDED. \`
WHOLE OR IN PART BY ANY NECLICENT ACT OR OMISSION OF TrHE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/ WITH
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INIDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING CLASS DOOORS, SKYLI6HT5, AND ANY GLASS UNIT INSTALLED
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS AW OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HNGR HANGER WD. WOOD
BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED INI PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED.
PARTY INDEMNIFIED HEREUNDER. A. WEOROIA PACT IC 2. JOIST LA MIGROLLAM LVL HOR. HORIZONTAL ZR ZONING RESOLUTION
B. 6EYER A PACIFIC US J IST LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARID ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GONSTRUGTIION INCLUDING MANUFACTURER'S SPEGIF'IGATIONS.
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAIILINC, PLACING A. WEYERHAEUSER 7RU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY �� � I ��/������ �� � �I I �DOY �/DOOR ������
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC
,s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PEGIFICATION5, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE.
APPLICABLE CODE5 AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN
FRAMING MATERIAL STAND 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR ARDS SECTION, THE GOVERNING BUILDING CODE, NOTATION:
AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
AUTHORIZATION OF THE ARGHITEGT/EN6INEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A20ed AND ANY ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2024 WFGM,TABLE 3.7, P. 189);WHEN STRAPPING
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 1. ALL EXTERIOR DOORS, ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL REQUIRES OVER 14 NAILS, USE SIMP50N 0516 STRAPPING (OR EQUAL).
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWAREE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 3.25B, P. 2011)
PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 0 - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2024 WFGM, TABLE 3.23G,P. 29b
OUTER THIRDS OF THE SPAN SHALL NOr EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 ALTERNATE AS PER TABLE 3.23D,P. 299)
20. CONTRACTOR TO REMOVE # RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC SHOULD BE GUARANTEED' BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. A D D - NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR (2024 WFGM, TABLE 3.1,P. 189)
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 9. ALL wINDOW5 TO BE A�NDER50. IF.CONTRACTOR 15 TO SUBSTITUTE WITH C E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2024 WFGM, TABLE 3.22F,P. 294)
HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES.
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFAGTU'1RER'S ANOTHER WINDOW MANUFdAGTURER, IT 15 THE RESPONSIBILITY OF THE E (5-PLY) - NUMSER.OF JACK STUDS ® EA. END OF 3-PLY HEADER(2024 WFGM, TABLE 3.22F,P. 294)
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY' THAT THE CHARACTERISTICS OF THE WINDOW MATCH F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE
24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT SE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE E (DOES NOT APPLY TO DOORS) (2024 WFGM, TABLE 5.5, P. 191)
22. PROVIDE FIREBLOGKINC AS PER NEW YORK AGGES5IBILITTr STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE dAS FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE,
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND ECRE55
FASTEN I NO SCHEDULE B
HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION
UN PLEASE NOTE THAT THESE PLANS ARE PROTECTED ARCHITECTURAL
ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REQUIREMENTS. �
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHIT'EGTURAL WORKS REPORTS. ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS
COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5EGTION. 10. WINDOWS IN TUB/5HONER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITIO
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND GONNEGTOR5 SHALL TEMPERED 6LA55.
25. FOR NEW WALLS, A PERFORATED SHEARwALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. A
GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR GLAZING IN IBUILDIN65 LOCATED IN WINDBORNE DEBRIS REGIONS MAX NOTATION
N SI INTIAL - -
E E
ADAPTED FROM STANDARD FOR HURRICANE RE515TA T RE DE NOTES, AND TABLES ON PAGE 6 003 6 004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND SHALL BE PROTECTED FF20M WINDBORNE DEBRIS. GLAZED OPENING ROUGH A B G D (2-PLY (3-PLY F IN-
CONSTRUCTION;SSTD 10-99 AND 2018 5BG HIGH WIND EDITION WdOOD FRAME SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF OPENING HDR) HDR) Z
CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ASTM E1996 AND ASTM E11556. GARAGE DOOR GLAZED OPENING PROTECTION
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATIOIN WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 5GREWS: LAG 5GREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT 2'-O" 2 I I 2 I n/A 2
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. SPEG.'s). ASME $18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). STANDARD OR ANSI/DASbMA 115. (NYS RG R301.2.1.2) p
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. L)
INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE Tr0 NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 4-0 3 I 2 3 I n/A 3
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. HOOD
COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE51ON A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN el' SHALL
WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS 6LAZIING PROTECTION. PANELS SHALL BE PRECUT AND PROVIDE (2) VxIO" HDR (MIN.) U.O.N. 6'-0
" 4 2 3 4 I n/A 4
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD E FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMIINC SURROUNDING THE OPENING. PANELS SHALL BE
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROVON IN COASTAL WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 8'-0" 6 2 5 5 1 n/A 5 Lu
EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT IHARDWARE SHALL BE PERMANENT Q
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 10'-O" 7 n/A 4 6 2 n/A n/A �
5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING.
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HIEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY
IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 12'_p 8 n/A 5 8 2 n/A n/A PROJECT:
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS.
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OP'POSIN6 U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.4" BENT PLATE 5" LONG 225 NAILS: NAILS SHALL COMPLY WITH A57M F 1667 STANDARD
RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/6" RISE 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE05 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. JOYCE
LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005.
RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DECK ADDITION
b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTEIR BEARING. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE
AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS.
16",WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.1. SCREWS: SGREW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1
1. ALL SLOPED ROOFING 5HIN6LES SHALL BE GAF-GLA55-A ASPHALT ROOFING WOODSGREWS (INCH SERIES). o 475 WILLIS CREEK DR.
BOLT5. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL.
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER
OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR E30LT SHALL BE 2. SHIN6LE5 SHALL BE APPLIED OVER I5# BUILDING FELT, UNLESS OTHERWISE o 0: MATT ITUCK, NY 11952
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL /
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 112" OR CORNERS LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. DRAWING TITLE:
AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER.
3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF GENERAL NOTES
CONSTRUCTION.
GORES AND REFERENCE STANDARD: i I ENERGY TABLE
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 MIEW PORK 4. ROOFING I5 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS I
SPEC,IFICATIONs. STRUCTURAL DESIGN CHARTS
STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2025
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2025 MFH YORK S. NAILING OF ROOFING SHALL BE TO CODE.
STATE ENERGY CONSERVATION CONSTRUCTION CODE. STRUCTURAL DESION LOADS /\
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, GONdNEGTIONS OF
b. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE
PERMITTED �
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024 WOCOD FRAME PAGE:
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST s PAPER ASSOCIATION 7 PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR USE FLIVE LOAD DEAD LOAD
(AFbPA) AMERIGAN WOOD COUNCIL (ANC). 2:12 PITCHES TO 4:12 PITCHES
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEW YORK STATE 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF EXTERIOR BALCONIES 40 psf 15 psf 2. APPLY WATER-RESISTIVE G-002m00
PLUMBING GORE. THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6381. BA i�IER; GUT MODIFIED
1�1
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEWT YORK STATE DECKS 40 psf 15 psf D WRAP AROUND SILL APPLY SILLI. CREATE WIINDOW OPENING AND SIDES OF WINDOW FLASHING AND WINDOW 4. INSTALL WINDOW AND 5, APPLY HEAD FLASHING 6. F LID WATER-RESISTIVE
R
MECHANICAL CODE AND 2025 NEW YORK STATE FUEL GAS GOTDE. APPLY JAMB FLASHING
MECHANICAL CONNECTIONS: PASSENGER VEHICLE 6AA6E5 50 psf AS PER PLAN OPENING SEALANT RRIER DOWN AND TAPE
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL. ELECTRIC OVER GUTS DATE:04/09/26 2 OF 4
GORE, NFPA "f0 AND 2025 NEW YORK STATE ENERGY GONSER\CATION 1• ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE UNINHABITABLE ATTICS WITHOUT STORAGE
CONSTRUCTION GODS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. (MAX CLEAR HOT < 42") 10 psf 15 psf
2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA
BY "SIMPSON" MANUFACTURER. (MAX CLEAR HOT > 42")
D
3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES HABITABLE ATTICS 8 ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf GROUND SNOW(p PER ASCE "LOALOA 50 L55
INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 7AE3LE R50 I .-
LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf BA510 WIND SPEED 150 MPH
SITE WORK
I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" p p ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, 4. ALL MECHANICAL CONNECTION5 SHALL BE HOT DIPPED GALVANIZED SLEEPING ROOMS 30 psf 15 psf EXPOSURE CATEGORY B
RECEIVE CLARIFICATION FROM ARCHITECT/ENCINEER PRIOR TO PROGEEDIN6. ALLOWABLE
5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER STAIRS 40 psf 15 psf STRUCTURAL MEMBER DEFLECTION SEISMIC DESIGN CATEGORY B
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIINGS. MANUFACTURER 5PEGIFICATION5 OF THE PRODUCT BEING INSTALLED. r
STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AMD BUILDING
SITE. STOCKPILE ALL EXCAVATED MATERIALS. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER GUARDRAILS AND HANDRAILS 200 psf 15 psf ALL OTHER STRUCTURAL MEMBERS L/240 WEATHERING SEVERE
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
ROOTS, ROOKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE -1 , p� 50 sf 15 psf
EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 FROST LINE DEPTH -oil
FOR
, VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ROOF LOADING (LIVE = GROUND SNOW LOAD
•' ""' "'
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ARCHITECT NOTE: ASP GROUND SNOW LOADS, p O.'1 p p
g(AsnJ pg EXTERIOR WALLS - HIND LOADS W/ BRITTLE FINISHES L/240 TERMITE MODERATE TO HEAVY
5. PROT'E07 TREES WITHIN EIGHT FEET OF THE BUILDING. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM
HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED *ALL STRUCTURAL DE515N CONSIDERATIONS ARE IN CONFORMANCE WITH EXTERIOR WALLS - WINO LOADS N FLEXIBLE FINISHES L/120 ICE BARRIER REQUIRED YES
BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L16TED ABOVE. A50E 'T-22 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 11
0E I ` DRAL 5 I �550L < I :
EXISTING TO BE DEMOLISHED ��{ NEW PARTIAL HEIGHT EXIST.
WOOD FRAME (L.G. STL. DWELLING Q
WHEN APPLICABLE)
EXISTING TO REMAIN
29 W
NEW FOUNDATION WALLi I W
NEW WOOD FRAME (L.G. I I ji J cc
STL. WHEN APPLICABLE) EXIST I BALCONY
2 , j III
MIN. (2) x4 STRUCTURAL 0. m I ABOVE 1 0 Q N
El P05T FOR 4" WALL5 � 1 ('10" C.H) ' III - �
NEW I-HR FIRE RATED �t II � •``
WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL N
SHOWER I III
WHEN APPLICABLE) P05T FOR 6" HALLS), U.O.N. EXIST. w 44.2 S.F. F-F 7-�® ®I I
II -------------------------------� III O 0
NEW 2-HR FIRE RATED BRICK PATH I III (.0'-
WOOD FRAME (L.G. STL. NEW PLUMBING WALL I 15-�2 EXIST. �j O `` N O
Z
WD. DECK _
WHEN APPLICABLE) I '708.5 S.F. III a •cu u
I III c X N
I ALL FINISH DECKING III 0 a--+
FLOOR PLAN NOTES AND RAILING TO BE III O m 4-J V_
REMOVED III a-J N �
OSPIRAL STAIR $ RAILING NOTE: � III `` d
SPIRAL STAIRWAYS SHALL COMPLY WITH THE - - / I----------------- � Q O
REOUIREMENT5 OF IRG SECTION R515.1.II.I AND STATES: �\\ /�� II I
/ L-----------------I // W
I. THE CLEAR WIDTH AT AND BELOW THE HANDRAILS /% I
AT SPIRAL STAIRWAY5 SHALL NOT BE LESS THAN c� i/ �- -j 1 m \x\�
2. THE WALKL INE RADIUS SHALL NOT BE 6REATER THAN IIII-----=------------JII \� i
24 \�\ Y �■----------------- O
5. EACH TREAD SHALL HAVE A DEPTH OF NOT LE55 ---------- i
----------- -- ---- -
THAN 6 J" AT THE WALKLINE �____________
4. TREADS SHALL BE IDENTICAL, AND RISE SHALL BE 3'-5y2"
NOT MORE THAN It
5. HEADROOM SHALL NOT BE LE55 THAN 6'-6"
fi�ROPOSED DEMOLITION fi LAN
STAIR 8 RAILING NOTE:O M I. ALL NEW STAIRS (EXCEPT SPIRAL STAIR) SHALL HAVE SCALE: I/4" = I'-O" � W
MAX. 5-I/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSEtD
2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL- •
NOT EXCEED THE SMALLEST BY MORE THAN J".
5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5".
4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS:
4.1. BETWEEN CLEAR HEIGHT $ HANDRAIL5: 56" MIN.
4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIN. U
4.5. BELOW HANDRAIL, RAIL5 ON BOTH 51DE5: 21" MINI.
5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN (, )
ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR
OR MORE RISERS, AND WHERE SHOWN ON PLANS. REPLACE EXISTING-
6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED WINDOW IN KIND;
WLKING SURFACES LOCATED MORE THAN 50" ABOVE EXIST.
FINISHED FLOOR OR &RAVE, $ WHERE SHOWN ON PLANS. OLA55 TO BE DWELLING I^
-i. 56" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO TEMPERED 8 W
NO PROPOSED
ALLOW PA55AGE OF A 4" 0 5PHERE;56" HIGH ,'-3y2" INTERIOR WORK
HANDRAIL. Q
5. CRIPPABLE RAIL AS PER CODE.
q. RAILING TO BE WOOD.
NEW WOOD DECK:
O3 I. DECK TO BE NATURAL WOOD W
2.STAIN COLOR PER H.O. SELECTION Q NEW DN
EXIST. R a (5) RI ® 5.25" MAX. -
NEW STONE PATIO: OL 0 0(I w - (4) TR. ® 10" MIN.
0 SHowER ��q v 2
I. STONE TO MATCH EXISTING STONE WALKWAY if 44.2 S.F. o _ lD N Q OLu d
5 OIFIED
FOUND $ POST5 FOR k1Q. DECK: ry (2) 2 P.T. 6IRVER \~ 0.CL® BALCONY r
RD n 3
O 4 x4 P.T. P05T UPON 12 m P. GONG. PIER, AS PER O ABOVE
DETAIL X/A-XXX. m� J� N
FOR WOOD STAIRS ® GRADE: m
bO 4 THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON LD 0 (3�2"XIO" P.T. GIRDER
b GRAVEL UNDER 2 xI2 P.T. STAIR 5TRIN&ERS ®
MAX. 16" O.G., U.O.N. (MIN. 5 STRINGERS) PROP. Q
W DECK
TYPICAL LEDGER BOARD ® EXT. DECK: 16 r in
O1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS N
2. SECURED W (2) 5/8" (P x 5" LONG H.D. GAL. LAO BOLTS 2 I O
® 16" O.G.
5. INSTALL H.D. 6ALV. J015T HAN&ER5 BY '51MP50N' (OR
EQUAL) X IE
4. PROVIDE FLASHING TUCKED UNDERNEATH 51VING 4 ift
Z
BENT OVER TOP EDGE OF LEDGER BD. p I 5. SEE NOTED DETAIL N
Xtu
O ~
WINDOW NOTE: Z ® V
Og I. ALL NEW WINDOWS TO MATCH EXISTING. �t
° ®
2
2.FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS cV
AND DOORS" ON PACE 6-002. wz
5.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE:.
4.ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H 4
5. IN GENERAL, TEMP. 6L. SHALL BE PROVIDED:
5.1. FOR ALL 5KYL16HT5 d OPERABLE PANELS OF I'f'-O"
5WIN61N6, SLIDING, # BIFOLD DOORS
5.2. WITHIN 18" OF F.F.
w
5.5. WITHIN 24" OF A DOOR g
5.4. WITHIN 5TAIRV4AY5 S WITHIN 56" OF A LANDING
5.5. WITHIN TUB/SHOWER ENCLOSURES BI O
5.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 V
6.SEE PACE 0-002 FOR FRAMING ELEMENTS AROUND
WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM -p
(2) 2"xIO" HEADER U.O.N. (V
'i. WINDOW FALL PROTECTION SHALL BE PROVIDED PER Q
NY5 R521.2 FOR OPERABLE WINDOWS WITH BILL HEIGHTS
LESSTHAN ABOVE F.F.,THAT ARE MORE THAN -12" PROPOSED `L N w
ABOVE GRADD E OR THE ADJACENT SURFACE AT THE ICJ 0
BUILDING EXTERIOR.
SOIL BEARING CAPACITY NOTE: 50ALE: 1/4" = 1'-0"
PROJECT:
STRUCTURAL DEVON OF FOOTINC75 ASSUMES A SOIL PROPOSED
BEARING CAPACITY OF 1.0 TON/5.F.
BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A PROF. STONE
STONE PATIO FIREPIT J OYC E
GEOTECHNIGAL ENGINEER, OR BY A TEST HOLE IDENTIFYING 8?5.6 S.F.
EXISTING SOIL TYPES ON SITE AND THEIR ASSOCIATED PRESUMPTIVE LOAD DECK ADDITION
D D III OA'
-BEARING VALUES. DECK 1 ,
475 WILLIS CREEK DR.
MATTITUCK, NY 11952
DRAWING TITLE:
- Q o
: PROPOSED DEMOLITION PLANS
11 1 1 1 1 DFD.
BALCONY PROPOSED DECK PLANS
150 S.F.
4 I-
S'-5y2" 8'-5y2"
F L 7 mry m
❑ 1 1 ® I 1 ® 1 Q 5 PAGE:
(5) 2"XIO" P.T. 61RDER _
POURED CONCRETE AND STEEL REINFORCEMENT NOTES: _�0 �■
I 2
00
2 �'_jY2: ,� I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT
FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND
DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65.
p I p0 QO N 2 SHALL R ENCOUNTERED BEDE-WATERED.VTHEINO POURINO OF CONC.,FOUR 5117E SHALL REMAI EXCAVATION DRY DATE:04/09/26 3 OF 4
i NNj N
X a7 D a® ENTIRETY O D.OUR. CONTACT ARCHITECT WHEN WATER
LJL 1 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS.
4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT
cv 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 GORE.
(2) 2"XIO" P.T. GIRDER
5. ALL REINFORCEMENT BARS SHALL� DEFORMED CARBON STEEL J�
ASTMA615 GRADE 60. WWM FOR SLL ABS DO NOT NEED TO BE ,. '.� �?' .•, .
COATED.
'►''1�2" �'-V2 7'-�/2:: "I''1�2 _1:_�/2:: f; ,
6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS
SHALL BE STAGGERED.
6 -T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN , ^S
-�L PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES,
dJ COVERAOF5, AND PLUMBNESS.
8. CEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD WE16HT
CONCRETE.
DEG�IG S UGTURA FLAN fi ROFOSE7) 5ALGONY STRUCTURAL FLAN
Tfiz L L N
5GALE: 1/4" = I'-O"
5GALE: 1/4" = 1'-0"
ELEVATION NOTE5
a
OI NEH WOOD FRAME STAIR
Lu
uj
O NEN SPIRAL 5TAIR J co
C7
Q +-' N
C Lo
O
O
Lr
O O N z 0
CL •c� Lr)
X :3 N
O
O 4- 1 m Z C0
N C6
C O
Q O a O
W
_ EXTERIOR 5HEATHIN6 AS
PER SECTION NOTES "71—J 70
SIDING MATERIAL AS
PER SECTION NOTES U .—
BUILDIN6 PAPER $ HOUSE WRAP
Ll TO FULLY OVERLAP FLASHING W
EXIST. STUD I I WALL T W II " . — LLJ Z FLASHING
5/4"x(o" P.T. DECKING
(U.O.N. ON FLAW
CAP FOR 5EGTION/DETAILS)
DRAINAGE U
0)
il Q
METAL DTT DECK TENSION
JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMFSON' (OR Q
FLASHING
5/8" x 5" LONG HEAVY DUTY GAL. EQUAL)
2 LAG BOLTS ® Ibrr O.G. INTO MUD SILL d
RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER
w/ (2) 5/8"0 x 5" LONG APPROVED FLASHING P.T. DECK JOISTAS PER PLAN
0
El
MASONRY ANCHORS ® 16" O.G.
-12 rm===Z=:l .1m p- I I -if -12 fzz�� EXIST. FOUNDATION WALL
L E7)OER GONNEGT I ON DETAIL.0 snq -201.Oo
50ALE: 1" = 1'-0"
I I I
FRCF05F-17 EAST ELEVATION (REAR)
Sr-,ALE: 1/4" = P-O"
5/4"xb" P.T.
DECK BOARDS F.T. DECK JOISTS AS
NOTED ON PLANS
5/4" x REO'D
HEIGHT P.T. RISER ° ° ° °
5/4"x6" P.T. — - - - - - --- - -
DECK BOARDS
2"x BLOCKING ® EA.
STRINGER TO MATCH SIZE
NOTE OF P.T. DECK JOISTS Z
HANDRAIL TO BE PROVIDED WITH w
(4) OR MORE RISERS FASTEN STRINGER TO
BLOCKING (MIN. 6 0
O
FASTENERS) 0
NOS�IN6 j
2"xl2" P.T. STRINGERS ® 16" fx
4" THK. x 8" WIDE x WIDTH O.G. (MIN. 5 STRINGERS
OF STAIR F. GONG. PAD EA. 5TAIRHAY)u" W
Q
5'-b" GUARDRAIL 2"xb" P.T. BLOCK IN BETWEEN -
(5'-0" MIN. PER CODE) EA. STRINGER. FASTENED TO ^' NOTE:
" x m ALL DECKING SHALL BE FASTENED
P. GONG. PAD w/ 19/64
(MAY OMIT GUARDRAIL FOR I w/COATED DEGKIN6 SCREWS BY PROJECT:
DECKS <50" ABOVE GRADE 5-1/2" CONCRETE SCREWS BY f "DECK MATE" (OR EQUAL)
CALIBURN (OR EQUAL) - MIN.
(5) SCREWS PER BLOCK 10" MIN.
PROVIDE 5'-0" HIGH HANDRAIL5 AT J OYC E
STAIRS w/ FOUR OR MORE RISERS GRADE GRADE
MAX. 4" BETWEEN WOES �� DECK ADDITION
OF 1-1/2" 5OUARE BALUSTER I
SIMPSON H2.5A RAFTER (STYLE TO SELECT) 1�8"
TIE (OR EQUUAL)
5/4"xb" P.T. DECK 2 EXTERIOR V400D STAIR DETAIL. 475 WILLIS CREEK DR.
BOARDS �4-201.00 50ALE: 5/4"' = 1'-0" MATTITUCK, NY 11952
4 DRAWING TITLE:
m (2) 1/2"0 HOT DIFFER GALV.
> BOLTS ® EA. P05T w/OVERSIZED PROPOSED EXTERIOR
P.T. D.J. ,A5 = WASHERS $ END NUT PREBORED
- z
PER PLAN iv INTO BEAM, POST, DECK TIE s ELEVATIONS
RIM BOARD A55EMBELY
P.T. BEAM AS NOTED
(V = SOLID BLOCK ® 12" O.G. 6"Xb" P.T. POST
(2) 51MPF50N DJT14Z (1) 1/2"4) H.D. 6ALV. THRU 51MP50N 6ALV. P05T
2 DECK: JOIST TIE ® BOLT w/ OVERSIZED WASHER BASE (OR EQUAL)
EA. POST d END NUT PRE50RED INTO N PAGE:
O P05T 6 DECK J015T TIE
r "51 COLD" ABA ,II GRADE
® COLUMN BASE SE 12"� "SONOTUBE" FILLED illll':
(V 4"x4" F.T. POST 50LI D w/F. GONG. I II P A-201. 00
(MIN. 4,000 PSI) l�u�1
n I I GRADE °• 11.1
IS"� 'SONOTNBE' FILLED ° jj (2) #5 BENT REBAR I
SOLID) N/ F. GONG. ell ° e (CENTER BETWEEN SQUARE FOOT SF-28
PARALLEL REBAR IN FTC) CONCRETE FOOTING z DATE:04/09/26 4 OF 4
N (MINI.4,000 F51) ° • FORM FILLED SOLID w/
e° UPON(2) Or, HOP, REBAR III P51)P. INSTALL PER O O
m (5 TOTAL) COORDINATE I MANU. SPECS.k\\\\NNNN INNE"No >�MEN11- 1
m
m w/PLACEMENT OF BENT III a
REBAR II
I I I I ° e ° III • •'
PROP05ED NORTH ELEVATION (LEFT SIDE)
a
SCALE: 1/4" = 1'-0" FR01=05E SOUTH ELEVATION (R I OHT SCE)E) NoOD DEG�G FRAM I NO DETAIL_ 4" 4"
D
50ALE: 1/4" = 1'-0" A-201.00 5GALE: 5/4" = 1'-011
.
-201.00 50ALE: 5/4" = I'-O°