HomeMy WebLinkAbout52760-Z F TOWN OF SOUTHOLD
JI BUILDING DEPARTMENT
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATION'S
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52760 Date: 03/16/2026
Permission is hereby granted to:
Cheryl Prochilo
PO BOX 698
Mattituck, NY 11952
To:
Construct a one-story addition and alterations to an existing single-family dwelling as applied for to
include the removal of roof overto outdoor shower, roof over of existing patio and wood deck.
Premises Located at:
4714 Great Peconic gay Blvd, Laurel, NY 11948
SCTM# 128.4-16.1
Pursuant to application dated 01/14/2026 and approved by the Building Inspector.
To expire on 03/15/2028.
Contractors:
Required Inspections:
Fees:
Single Family dwelling- Addition&Alteration $422.00
DEMOLITION $242.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $764.00
Building Inspector
TOWN OF SOUT':HOLD—BUILDING DEPARTMENT
16
Town Hall Anne. 54375 Main Road P. 0. Boy. 1179 Southold, NY 11971-0959
' Telephone (631) 765-1 02 Fay. (631) 765-9502 t s� � 'So t1� dt�o� ° � r v..
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o,
I
Date Received
APPLICATION FOR BUILDING PERMIT
i
For Office Use Only
r
Off''
PERMIT r
i rc
PERMIT NO,, Building Inspector � 4AN ���
-------------------
14 2
Applications and forms must be filled out in their entirety.Incomplete
li ations will not be accepted. Where the Applicant s not the owner,an �
a
pp p pPlicant
Ones Authorization form(Pale 2)shall be completed.
Date:01/14/26 �
OWNER(S)OF PROPERTY:
Name:Cheryl Prochilo SCTM # 1000-128-03--13
Project Address:4714 Peconic Bay Blvd, Laurel, NY 11948
Phone#:516-946-4697 Email:cheryl.prochilo@9mail.com
Mailing Address:4714 Peconic Bay Blvd, Laurel, NY 11948
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 StructureAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Projecti.
0other sa,oaa
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? C�Yes WNo
1
-----------
- - ---------
-----------
. .............................
PROPERTY INFORMATION
Existing use of property:Single Family Residence intended use of Property:Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 Non-Conforming this property? [:]Yes ,*No IF YES, PROVIDE A COPY. "WWW".�
19 C h ec k B ox Afte r Re a ding,, The owner/contractor/design professional Is responsible for aR drainage and storm water issues as provided by
Chapter 236 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 remmal or demolition as herein desdibed.The applicant agrees to comply with all applicable laws,,ordinances,,building code.,
housing code and regulations and to admit authorized inspectom on premises and in budding(s)for necessary inspections.False statements made herein are
punishable as a Cass A misdemeanor pursuant to Section 210.4S of the New York State Penal Law.
Application Submitted E' AMP Architecture RAuthorized Agent ElOwner
ly(pr
Signature of Applicant: Date: dt4
/10
STATE OF NEWYORK)
SS:
COUNTY OF
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
7'
I day of
7- Notary Public
CkRISTOPHER B BONDA 11 R I CH I U j K
PROPERTY OWNER AUTHORIZATION FNOTA RY Pt 10 LIC STATF OF NFW YOR K
Re&n.stration No,0 1 BM39944
(Where the applicant is not the owner) Qualified in SutTo1WkkC,,uyy
M.%Commission Expires
V
4174 Peconic Bay Blvd
residing at
Lau r6f do hereby authorize AMP Architecture to apply on
m hw�� to the Tow, Southol lojBuilding Department for approval as described herein.
00 ers Signature Date
Pri'At Own r"s Name
2
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LIC. NO, 50202
............ 4-N-0—S—UR-VE Y0174
6 EAST MATN STREET
RIVERHEAD,N.Y, 11901
369-6286 Fax 369-B287 REFERENCE # 96-211A 40
............ ........... ——--—----...------
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51 TE PLAN HATCH KEY:
PROPOSED BUILDING ADDITION r
® PROPOSED ACCESSORY STRUCTURE p,
PROPOSED 2ND STORY �' Q
W
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Co N
Lo
CO
N >: O
O S T z 4
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c: 0 N
C
O O m �
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116.ga' SIDE YARD N25025'25"E
I o 0 SIDE I �
YARD � -0
26.0' - - - SETBACK
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I I to U �
EX 1ST. .}-a
WOOD EXIST. I STORY
DECK
0o EXIST'. DWELLING I O
OUTDOOR: IL
SHOWER; ROOF I-- I L.
COVER TO BE 3:
(a REMOVEID I O < •(f
1Y r- 26.0' -
< F_X 1
"OVER IPATIO 70 5T. ROOF38.0' }
BE REMOVEID 1 iv �����/ PROP. Iz �� �� ��� FAOE <E� :
W ADDITION
0 1 WOOD ADDITION
I PROP. ILL
REMOVED EXIST. PORCH
I -00 .00 PROJECT LOCATION & SCOPE
° GARAGE I YU1�I STOR A I TI ON TO EXI STI NO DWELL I NO SITE PLAN & ZONING DATA
� I 35' REAR
� YARD II I
SETBACK m� i O-OO2 .00 GENERAL NOTES
I 0 15' SIDE p ENERGY TABLE
YARD
L - - SETBACK GRAVEL I FRO J E�T DATA STRUCTURAL DESIGN CHARTS
DRIVEWAY N
N-140 12'10"E 35.0' T- -OO�J .00
HOEDOWN, ANCHOR BOLT,
25.50>' I I 1
I z PROJECT / ZO>NINO DATA I STRAPPING, & NAILING DETAILS
FASTENING SCHEDULE
TAX MAP # 1000-12b-3-13
t- FRONT ZONING DI5TRlIGT R-40 NON-CONFORMING .C�O FRAMING GRAPHICS
Q YARD 00 w BEAM CONNECTION PATTERNS
/ SETBACK / LOT AREA .55 AGRE5
i 35' REAR FIREBLOCKING DETAILS
YARD N PRE-EXISTING'CoPO PENDING
Q SETBACK FLOOR AREA53 PER SOUTHOLD TOWN CODE SECTION 2a0-4: - ® � .O® PROPOSED DEMOLITION PLANS
I � EXISTING EXISTING
} I CONDITIONED OR055 W
AREA AREA
< FIR5T FLOOR ,AREA 1,620 S.F. 1,12b S.F. 0
w - O2 •�� PROPOSED FOUNDATION PLAN L)
pri 15
, SIDE AREA TOTALS 1,620 S.F. 1,12a S.F. �
YARD PROPOSED PROPOSED
SETBACK CONDITIONED GROSS Lu
AREA AREA
Q FIRST FLOOR )AREA 1,504 S.F. I,QIQ S.F. •00 PROPOSED FIRST FLOOR PLAN o
� ¢
AREA TOTALS I,504 S.F. I,ala S.F.
PROJECT:
PROPOSED ROOF PLAN PROCH I LO
D A DITION
-2O •QQ PROPOSED EXTERIOR ELEVATIONS
LOT COO VERA C;7E 4174 PECONIC BAY BLVD
SOUTHOLD TOMN GODS 280-124
LAUREL NY 11948
DESCRIPTION ((FOOTPRINT) AREA % LOT -�O I .00 BUILDING SECTIONS
COVERAGE DRAWING TITLE:
PLUMBING RISER DIAGRAMS
TOTAL LOT ARREA I5262.o S.F. GAS RISER DIAGRAM PROJECT LOCATION &SCOPE
EXISTING DWEILLING I,-12a.0 S.F. 11.390
SITE PLAN & ZONING DATA
EXISTING GAR4AGE 51a.0 S.F. 5.4% -�O .O® DESIGN DETAILS
EXISTING WOOPD DECK
(SOUTHEAST) C15.0 S.F. 0.6%
PAGE:
EXISTING SHEG:) 102.0 S.F. 0.136
PROPOSED DMELLING ADDITION 111.0 S.F. 1.396
®® o®
PROPOSED GG�VERED PORCH b0.0 S.F. 0.5% ■
TOTAL AREA COF ALL STRUCTURES 2114.0 S.F. 11.5 o
MAXIMUM LOT COVERAGE ALLOWED: 20.0% DATE: 01/13/26 1 OF 11
ZONING REOUL.ATIONS MAIN BUILDING
51 I I SITE LAYOUT NOTES: 5OUTHOLD TOMN CODE 2aO-124
PLAN`l I. TH15 15 AN ARCHITECT'S SITE PLAN 4 IS
SUBJECT TO VERIFICATION BY A LICENSED
SCALE: I" = IS'-O" SURVEYOR. THE INFORMATION EXIST. PROPOSED COMPLIES SOUTHOLD TOWN CODE 250-201 (A)(1)
REPRESENTED ON THIS SITE PLAN 15 TO THE
ARCHITECTS BEST OF KNOWLEDGE. LOT 51ZE / AREA IN ALLOWABLE TOTAL
MIN. FRONT YARD 55.0' 55.0' 3a.0' YES EXCESS OF 10 000 15,262.0 S.F. 5,262.0 S.F.
2. SURVEY INFORMATION WAS OBTAINED GFA GFA k
(b) LOTS CONTAINING UP TO '
FROM A SURVEY DATED Oa/09 R
/IcIcI5 MIN. SIDE YARD 10.0' 12.0' 12.0' YES I 3350 S.F.
d r<
AND PREPARED BY:
20,000 S.F.
� MAX.
MIN. COMBINED ALLOWABLE S.F. / PLUS
25.0' 41.51 41.51 YES �. .,.
JOHN G. EHLERS SIDE YARDS
12.5gb OF EXGE55 LOT 2,100.0 S.F. 651.b S.F. 2,151.a S.F. I,�iIQ S.F.
6 EAST MAIN STREET AREA OVER 10,000 S.F.
RIVERHEAD, NY I1a01 MIN. REAR YAFRD 55.0 26.0 26.0 YES
631-36Q-b2ba "'
MAXIMUM HE I G�HT 55.0' 11.4' 11.4' YES
CARPENTRY WOOD FRAMING MATERIAL STANDARDS 517E WORK I T I O 5
NOTES $ 5PEG I F I G��T I ON5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 5*75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY .A LICENSED SURVEYOR
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BVINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY
TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALIL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL GIVEN DATA ON DRAWIIrN65. IF THERE 15 A DISCREPANCY, BD. BOARD 11 IN5UL. INSULATION
2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED RECEIVE CLARIFICATION FROM ARCHITEOVENOINEER PRIOR TO PROCEEDING.
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. A6ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR IZ
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. EXCAVATE AND BACK FILL FOR WOFRK INDICATED ON DRAWINGS. Q
GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, (1) 2 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING BLDG. BUILDING K KIPS (I000 LBS)
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM T'HE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATTERIAL5. 0
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. 51FEC.'s MANUFACTURER'S SPECIFICATIONS Lu
. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATEFRIAL ARE TO BE FREE OF WEEDS, TREE W
4
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MAPgNER. ROOTS, ROCKS, AND DEBRIS. ALL 5URI.PLU5 MATERIAL THAT 15 UNSUITABLE B.O. � BOTTOM OF 11 MAX. MAXIMUM --I co
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXIS:TIN6 EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. (y)
5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR:. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM 11 ME-CH. MEGHANIGAL Q = N
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. C �
FLOORS, ROOFS, AND WALLS. D �
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM
AND AUTHORITIES HAYING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. T- O
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FOUNDATION, CONCRETE, AND MASONRII' O (p
U.O.N. I. CONTRACTORS TO VERIFY ALL DIMEi`VSIONS OF EXISTING FOUNDATION AS IT G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 :_
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BEING PERFFORMED AND SHALL COORDINATE THE -C N }, O
OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC, BG NEW PORK CITY BUILDING GODS O C � Z
-1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
BY THE 6RADEMARK OF A LUMBER 6R.ADIN6 OR INSPECTION AGENCY T
THE FIRST AND SECOND FLOORS ARE 'ITAKEN INTO ACCOUNT. 0- (6 r-
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER
8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED.
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEIDIN6 AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 2. ALL FOOTINGS TO BEAR ON FIRM VI'IR61N, UNDISTURBED SOIL C O U N
WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DI5TINOUISHABLE MARK OR DBL. DOUBLE OGG. OCCUPANCY p O m
q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 4- C_O
INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE
Lo
6. NO DEVIATIONS OR CHANGE5 TO THE STRUCTURAL SYSTEM SHALL BCE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-q9. 3. 501L TO HAVE MIN. BEARING CAPACIITY OF (1) TON/50. FT., U.O.N. DFE DE51GN FLOOD ELEVATION O.H. OVERHANG c N O �
UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" EBELOW GRADE, UNLE55 DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION l Q O a- 2 0
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR }PLANS ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED OTHERWISE NOTED
BEFORE THE START OF FRAMING ROOF AND IS OF CDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS P. GONG. POURED CONCRETE
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WALLS TO BE POURED CONCRETE OF= 51ZE SHOWN ON DRAWINGS, U.O.N.
11
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED EA. EACH PL. PLATE
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM M5055 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
q. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING UNTIL IzT TIER OF FRAMING 15 IN PLACE. ELEV. ELEVATION PLYWD. PLYWOOD
NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. 5TRU07URAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 7 FOOTINGS TO BE POURED CONCRETE: OF SIZE SHOWN ON DRAWINGS.
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 5. ALL OPENINGS FOR BEAM POCKETS„ UTILITIES, ETC. TO BE FILLED L.
EVALUATION REPORT. �
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILL.O, RA SOLID WITH CONCRETE. EXIST. EXISTING REQ D REQUIRED
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR RI RISER
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51N5 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF q. ANCHOR BOLTS SHALL BE IN AGCORIDANGE WITH PAGE 6-003.
A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. ROOM �� �s
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK /AND IS 14. PROVIDE 'X' CROSS BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 10. ALL CONCRETE TO HAVE AN ULTIMAITE COMPRESSIVE STRENGTH AT 28 ♦ ,
EXCEED 8'-O" AND AT EVERY 8'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 DAYS OF 4,000 P.5.1., U.O.N. v
RESPONSIBLE FOR DESIGN INTENT ONLY. FAR FLOOR AREA RATIO R.R. ��ROOF RAFTER
SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. ...
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE II. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH W
) co
6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED
6 MIL. POLYETHYLENE VAPOR BARRIERZ UNDER F.A.V. FRESH AIR VENT STL. STEEL ♦J
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ,ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR S.V. SMART VENT ■
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE INVORK NECESSARY. SET FORTH IN AN51/EPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, 13. BRICK VENEER TO BE ANCHORED WI'ITH CORROSION RESISTANT TIES -
11. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON FACES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. (1) WALL TIE PER (5) 50. FT. '
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND �OENERAL F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS v
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CCODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR 6YPSUM MAX. 32'-O" O.G., TO DIRECT ANY CONUPEN5ATION TO THE EXTERIOR. FOUND. FOUNDATION THK. THICK
FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM 0-7q /�
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WOORK OF SPECIFICATION FOR 6YPSUM SHEATHING BOARD. 15. APPLY (I) GOAT OF TAR BASED WATTERPROOFIN6 TO EXTERIOR OF FOUND. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL V\ "`r+++/�„�
THE 5UB-CONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTEER Iq. AT ROUGH OPENIN55 PROVIDE ALL APPLICABLE NAILING AND STRAPPING FROM FOOTING R TO 2" ABOVE FINISH GADE.
COMPLETION OF PROJECT. AS PER PAGE 6-003. 11. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD
MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARD R W
BOARD OF I6. NO CONCRETE O MASONRY WORK 115 TO BE PERFORMED IN TEMPERATURES n V/
I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. OF 40OF AND FALLING, UNLESS APPRONVED BY ARCHITEGT/ENOINEER. NO FRPR. FIREPROOF TYP. TYPICAL
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM ANDS ACCORDANCE
CCOR AN ER w/ GOPPPER ;NHIEF NATEILLIN6 ND/OR CUTTINO GONTAIN OCCURS,COPPER FIELD CONCRETE SHALL BE PLACED ON FR02ZEN SURFACES. FT6. FOOTING U.O.N. UNLE55 OTHERWISE NOTED
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1.5 STRUCTURAL PANELS:
ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMIANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY2
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPE.N5E (A) A55ORB5 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ARCHITECT/ ENGINEER. GYP. BD. GYPSUM BOARD VERT. VERTICAL
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, D15EA5E OR DEATH OFR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THEE WORK MANUFACTURER SUCH AS: HANOER5, NAILS, 5CREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND 15. PROVIDE BITUMINOUS JOINTS 5ET14EEFN 5LA55 AND FOUNDATION WALLS AND H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (B) 15 GAKUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHERE EVER APPLICABLE.
ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. HDR HEADER W/ WITH I <
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR 01115510N OF THE PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR Iq. UNLESS OTHERWISE INDICATED, ALL FFOUNDATION FOOTINGS ARE TO BE A
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTI.'LY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE
21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: MIN. 10" DEEP PROJEGTIN6 6" ON EACHI SIDE OF THE FOUNDATION WALL. HNGR HANGER WD. WOOD
EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE AGES ANY THEM MAY A. WEYERHAEUSER TRUS JOIST 2.0E MIGROLLAM LVL EVALUATION REPORTS. PROVIDE TWO #4 DEFORMED BARS COPNTINUOU5 IN THE FOOTING. ALL 4" THICK
BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A B• 6EORGIA PACIFIC 2.OE 6-P LAM LVL CONCRETE 5LA55 TO HAVE bxb 10/10 ELDED WIRE REINFORCING. HOR. HORIZONTAL ZR ZONING RESOLUTION
PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: 1.6.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND YW
BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 20. FOR SECOND STORY ADDITIONS,E�-XI5T. FOUNDATIONS ARE TO BE VERIFIED
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT AS IN SOLID 4 SOUND CONDITION WITH ,AN EXIST. FOOTING OF MIN. 16" WIDE x 8" G I /� ¢ G //�� G OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERV15EM BY THE CONTRRAGTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP d 3'-O" BELOW GRADE. I N✓ULA71 ON $ FENE5TRA71 ON REOU I REMENTS
TO BE SURE THEY ARE IN ACCORDANCE WITH THE ,DRAWIN65, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
APPLICABLE CODES AND 600D PRA(:,TIGE. DEVIATIONS FROM THE DRZAWING5 FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, ASPHALT ROOFING 5HINOLE5
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFAGTURER'5 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL I. ALL SLOPED ROOFING SHINGLES SHAbLL BE OAF-GLASS-A ASPHALT ROOFING
AUTHORIZATION OF THE ARCHITECT/ENOINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY SHINGLES OR APPROVED EQUAL. COMPONENT PROPOSED DE51ON CODE PRESCRIPTIVE VALUE 4 COMPLIES
23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NYSEGCC)
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, ANY SHOP DRAWINGS EVALUATION REPORT. 2. SHINGLES SHALL BE APPLIED OVER 115# BUILDING FELT, UNLE55 OTHERWISE
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ON5 AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE NOTED. ALSO, ALL BE
OPTION 115 APPLY GAF-I, ICE
PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS AND WATER BARRIER FROM EDGE OF LAVE TO 24" INSIDE EXTERIOR WALL FENESTRATION U-VALUE U-VALUE ■ 0.25 MAX.U-VALUE = 0.21
RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC (VERTICAL FENESTRATION) AIR LEAKAGE = O.sO GFM/SF MAX.AIR LEAKAGE = OSO GFM/SF YES
20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTIMO WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A57M C205 STANDARD SPECIFICATION FOR LINE. Q 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PER R402.5.5 a TABLE R402.1.2 -CLIMATE ZONE 4
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MAWER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 3. PROVIDE FLASHING NECESSARY FORZ WATER TIGHT AND WEATHERPROOF MIN.R-VALUE ■ 38
HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. CEILING R-VALUE FULL HEIGHT OF UNCOMPRESSED INSULATION TO
21. ALL MATERIALS ARE TO BE INSTALLED AS PER. MANUFACTURER'S 1.55.E LOCATED IN THE STRUCTURAL PANEL 51MINO STRUCTURAL PANEL 51DIN6 USED IN CONSTRUCTION. (WITH ATTIC,SPACES) R-38 GATT INSULATION EXTEND OVER THE WALL TOP PLATE AT EAVES YES
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24.MIDDLE NOTCHES E IN EITHER
THE STUD LENGTH NOTCHES IN THE LITER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S PER R402.2.1 3 TABLE R402.I.5- CLIMATE ZONE 4
THE STUD LENGTH SHALL NOT EXCEED 2590 OF THE ACTUAL DEPTH. BORED DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIN.R-VALUE ■ 30(CAVITY),OR
22. PROVIDE FIREBLOCKING A5 PER NEW YORK A::GESSIBILITY 5TANI7�ARDS. SPECIFICATIONS.
HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- I), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL EXTERIOR(2"x6")WOOD R-31.5 SPRAY FOAM CAVITY 20(CAVITY)+ 10(CONTINUOUS),OR
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5• NAILING OF ROOFING SHALL BE TO CODE. FRAME WALL R-VALUE INSULATION(4.5"THICK® R-WINCH) 15 (GOUTY)+2) (CONTINUOUS),OR YES
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. REPORTS. PER TABLE R402.I.5 -CLIMATE ZONE 4
COPYRIGHT PROTECTION ACT OF IggO (AWCPA), NI-1CH HAS SEVERE PENALTIES. MIN R-VALUE a 30(CAVITY),OR
6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL PERMITTED
CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.9. FLOOR R-VALUE R-50 BATT INSULATION la(CAVITY)+'1.5 (CONTINUOUS),OR YES
GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 20(CONTINUOU5)
NOTES, AND TABLES ON PAGE G-003 b 0-004. THE FASTENING 50HEDULE ,7. PROVIDE (2) LAYERS OF 15# ASPHAL'_T BUILDING FELT UNDERLAYMENT FOR PER TABLE R402.1.3 -CLIMATE ZONE 4
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND 2:12 PITCHES TO 4:12 PITCHES to
CONSTRUCTION;55TO 10-qq AND 2015 5BC HIGH WIND EDITION WOOD FRAME SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE STATEMENT. h
TO THE BEST K MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN Z
CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED
8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF I COMPLIANCE KITH THE 2025 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING GRAFTER 4[RE]. "'1
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'s). 2.2.2• LA6 SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE SEALANT TO UPLIFT FORGES USINSi ASTM D 6551. 2
FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE'. PROVIDED. HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREW5 (INCH SERIES). 0
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICIES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES
26. COLUMN BEARING AS FOLLOWS: GYPSUM WALL BOARD U
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 1. 6YPSUM WALL BOARD SYSTEMS SHALLL BE OF A TAPE JOINT AND JOINT �
BE USED IN ACCORDANCE WITH MANUFACTURER:'S REGOMMENDATIO>N5. WOOD POSTING TO = BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION,
TREATED WOOD d FLL BLOCKED
STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPOUND METHOD.
WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT.
3. METAL PLATES, CONNECTORS, SGREW5, BOLTS AND NA S EXPOSE::) SECURE SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS.
SECURE w/(2) I/2" � ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2. ALL 6YP5UM BOARD SHALL BE I/2" SON !^!ALES AND GEILIN6, UNLE55
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL TABLE R501 .1
EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY OTHERWISE NOTED. WATER RESISTANT' (W.R.) AT BATHROOMS AND WHERE CLIMATIC GEOGRAPHIC DESIGN CRITERIA w
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND I-
POSTIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A655, STRUCTURAL OUALITY, DEEMED APPLICABLE. ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS 0
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 57RUGTURAL PANELL WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3 5/8", ONE HOUR RATED, TYPE 'X' 6YPSUM BOARD ON GEILIN6 AND WALLS GROUND SNOW LOAD 25 L55
5HEATHIN6 AND SIDING, FRAMING ANCHORS OF' CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY (WHERE APPLICABLE) AT HEAT PRODUG:ING EQUIPMENT TO EXTEND THREE FEET
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER S5TUD5 IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE PROJECT:
U.O.N. WITH TOP GA
AND AT LEAST ONE STUD AT EACH SIDE OF OP R
OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. IN EACH DIRECTION BEYOND THE UNIT(S�). AL50 AT HEAT PRODUCING 5TRUGTURAL MEMBER BASIC WIND SPEED 150 MPH
EQUIPMENT, CONCRETE FLOOR OR IF PLLAGED ON WOOD FRAME, INSTALL DEFLECTION
CAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 8: LONG " THICKNESS) MINIMUM.
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING"x w/ b RISE $ w/(2) /4'O BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66'1 STANDARD CONCRETE PANELS OF 5/8 RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B P R 0 C H I LO
RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 24" LUMBER I5 SET 6" DIST., U.D.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. L/180
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 4. FINISH JOINTS, J-BEADS, NAIL MIMI-LEES,CORNERS, AND EDGES SHALL BE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS
RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES TAPED AND RECEIVE THREE GOATS Of" JOINT COMPOUND. ALLOW 24 HOURS SEISMIC DESIGN CA7E60RY B ADDITION
GLASS WINDOWS AND DOORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE TO DRY BETWEEN GOATS. FINAL GOAT 'TO BE SANDED SMOOTH.
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEAR:IN6. I. A'LL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. AND 5. METAL CORNER BEAD TO BE USED OWN ALL OUTSIDE CORNERS AND AROUND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR WALLS E PARTITIONS H/180 WEATHERING SEVERE
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND) EVERY 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER MANUFACTURER'S GORE EVALUATION REPORTS. ALL OPENINGS. FLOORS d PLASTERED CEILINGS L/360
16" WITHIN 4' OF EXTERIOR CORNERS. CLEARANCES ARE PROVIDED. 2.2.'T. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 16.6.1 FR05T LINE DEPTH 3'-O"
WOODSGREWS (INCH SERIES). b. FASTEN GYPSUM BOARD AS PER FA45TENIN6 5GHEDULE ON PAGE 6-003. ALL OTHER 5TRUGTURAL MEMBERS L/240 4174 PECONIC BAY BLVD
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5. ALL 5LIDIN6 6LAS5 DOORS, SKYLIOHT5, AND ANY GLASS UNIT INSTALLED TERMITE MODERATE TO HEAVY
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, LAUREL NY 11948
OF I" AND 3"x3"x}" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FLUMBIN6
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF *V IN CONCRETE/MASONRY 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE I. CONTRACTOR SHALL INSTALL WATER °SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS MANUFACTURERS SPECIFICATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. SYSTEMS TO NYS PLUMBING GODS AND iNYS DEC REGULATIONS.
5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES
ENERGY CONSERVATION CONSTRUCTION GORE. BY "SIMPSON" MANUFACTURER. 2. PROVIDE HOT AND GOLD SHUT OFF V,�ALVES AT ALL FIXTURES.
CODES AND REFERENCE STANDARD: 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY 3. ALL WATER PIPING T HAVE GLEAN CJUTS AT ALL CHANGES IN DIRECTION ENERGY TABLE
1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. E STRUCTURAL DESIGN CHARTS
EXCEED VALUES AND AT BASE OF VERTICAL WASTE PIPEES.
STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2I025 INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2025 NEW YORK 1. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER
STATE ENE SCREENS CONSERVATION CONSTRUCTION CODE. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" FOOT.
SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. STRUCTURAL DESION LOADS
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. GENERAL TRAP AND WASTE SIZES A55 FOLLOWS, UNLE55 OTHERWISE NOTED:
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024 WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - M15H WASHER...........................................2" PAGE:
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION MANUFACTURER PROCEDURES
SHALL
ON5 OF THE PRODUCT BEING INSTALLED. - KITCHEN SINK..........................................2" USE LIVE LOAD DEAD LOAD
(AFBPA) AMERIGAN WOOD COUNCIL (AWC). q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH - LAVATORY.................................................2
ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE SHOWER/TUB............................................2" G-00100
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEW YORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - TOILET..........................................................3" EXTERIOR BALCONIES 40 psf 15 psf
PLUMBING CODE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED LAUNDRY ...................................................2
CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 1, VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - FLOOR DRAIN...........................................3" 40 psf 15 psf
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW YORK STATE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRE55 ARCHITECT
MECHANICAL CODE AND 2025 NEW YORK STATE I=UEL GAS CODE. REQUIREMENTS. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN `VENT STACK AND INCREASED TO 4" PASSENGER VEHICLE GARAGES 50 p sf AS PER PLAN
5. ALL ELEGTRIGAL WORK SHALL CONFORM TO 2011 NATIONAL ELEC17RIC 10. WINDOWS IN TUB/SHOWER „ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE 5. ALL CONNECTORS SPECIFIED AS A SIMPSON THROUGH ROOF.
TOP MOUNTED BEAM DATE: 01/13/26 2 OF 11
CODE, NFPA-IO AND 2025 NEW YORK STATE ENERGY CONSERVATIONI TEMPERED 6LA55. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED -I• PROVIDE FROST-PROOF HOSE BIBS HilTH EASILY ACCESSIBLE DRAIN 6 UNINHABITABLE ATTICS WITHOUT STORAGE 10 sf 15 psf
CONSTRUCTION CODE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN GOOKS AS REQ'D. HOSE 5155 5H�ALL BE PROVIDED WITH BAGKFLOW (MAX CLEAR HOT < 42) p
II. EXTERIOR 6LAZIN6 IN BUILDIN55 LOCATED IN WINDBORNE DEBRIS REGIONS PROTECTION. UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf
ELECTRICAL: SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING (MAX CLEAR HOT > 42")
I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL Cc,ONFORM PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF 5. WASTE FROM CLOTHES WASHERS ANGJ LAUNDRY TUBS ARE TO BE PROVIDED HABITABLE ATTICS 8
A5TM Elgg6 AND A5TM EI886. 6ARAOE DOOR GLAZED OPENING PROTECTION INSULATION WITH BACK FLOW PROTECTION. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf
TO 2011 NATIONAL ELECTRIC GORE, NFPA -70 AND 2025 NEW YORK ST-ATE SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED
ENERGY CONSERVATION CONSTRUCTION CODE. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. q. THE WATER SUPPLY AND SANITARY SIYSTEM SHALL COMPLY WITH LOCAL ROOM5 OTHER THAN SLEEPING ROOMS 40 psf 15 psf � =F)In -,,.�,, e
STANDARD OR ANSi/DASMA 115. (NYS RG R301.2.1.2J FOIL TO BE PLACED TOWARD WARM SIDE.
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON HEALTH DEPARTMENT STANDARDS AND 'REGULATIONS. •� ' `'" 1 12. AS AN ALTERNATIVE TO NOTE #I I ABOVE, WOOD STRUCTURAL PANELS WITH ; >, �a ';.' •�`'a�
COMPLETION OF WORK. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION 15 REQU)IRED BY LOCAL JURISDICTION PRIOR SLEEPING ROOMS 50 psf 15 psf � ,--": .
A THIGKNE55 OF NOT LESS THAN AND A SPAN OF NOT MORE THAN 8 SHALL WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO CONGEALMENT OF PLUMBING. g"�' I'`
3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '12; BE PERMITTED A5 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND �s ; . �
ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE STAIRS 40 psf 15 psf ,V.t,, a
- GENERALLY, VERIFY H/ PROVIDE HARD WIRED FOUNDATION WATERPROOFING. 11. NOTCHING AND BORING OF STUDS JO115T5 RAFTERS AS PER BUILDING CODE. -
SMOKE DETECTORS w/ BATTERY BACK-UP IN: PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS p p 1:' ( .y
PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I,, a
R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 5. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF:. GUARDRAILS AND HANDRAILS 200 psf 15 psf
A. EACH SLEEPING ROOM - q" R-30 FOR FLAT CEILIN05 { "� _' ""
CORRO5ION-RE51STANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED e �, f. ,; a
- 8.25 R-300 FOR VAULTED AND CATHEDRAL CEILINGS 12. PER NYS PG 425.4, A 4 x3 CLOSET OEND SHALL BE AN ACCEPTABLE (; _ t
ON THE BUILDING. ° f_i -. °r�'f'
B. OUTSIDE OF EACH SEPARATE SLEEPING - 35" R-13 FOR 2"x4" WALL CONSTRUCTION WATER CLOSET CONNECTION. WHERE A L" BEND IS UTILIZED, A 4"x3" FLANGE �,, �' . "
AREA IN THE IMMEDIATE VICINITY OF - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf `,,SAS, I w.."' ,
THE BEDROOMS (GENERALLY THE HALLWAY) - 5.25" R-21 FOR FLOORS �"' - ` `_ -
C. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
(BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASCE '7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
HOLDOM DETA LS 7* fi I GAL_ NAILINO/STRAf='FINO fi'EOU I REMENTS FOR FASTFENINC SCHEDULE A
ALL. HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L. I F T/ SHEAR/ $ LATERAL N I N D RE S S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS
SUBSTITUTIONS MAY E3E MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS,
ALL STRAPPING TO BE lY4"x 20 GAUGE -- "'SIMPSON" EQUIVALENT - G AND ROUGH OPENING FRAMING REQUIREMENTS) Q
520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE p
FUSE IOd NAILS IF STRAPPING IS (OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME GON57RUCTION MANUAL TABLE 5.1) w
HOEDOWN 'A' HOEDOWN 'B' DESCRIPTION FASTENER 5PEG. FASTENER J M
AND QUANTITY SPAG I NG
GONNEC ON A NA I L I NC G R I D a LO
FOR NEW $ EXIST. ROOF GE I L I NC FRAM i NO I� °'
FOUNDATIONS O
AT RAFTER TO RIDGE �� O r- (0: 1.D1M's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d _
.. w/o PREBORED HOLES.
ENDWALL EN RAFTER TO TOP PLATE (TOE-NAIL) SEE PA6E 6-005 PER RAFTER N �; O
(5) 2X FULL (5) 2x FULL CORNER
CONNECTION COMMON NAIL STUD "..M•"'" " " 2 2. HOOD 15 ASSUMED TO BE DF,M2 d BTR. IN DRY USE O C L0 Z
HEIGHT STUD CORNER STUD HEIGHT STUD CONNECTED TO """: FOR STRAP - 3 8 d COMMON R.IR. 2 iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST
�- �tCS
CONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. 5.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL �+
TRANSFER SHEAR „ rY (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL C U N
SIMPSON HDO6 FOR ROOF SLOPES UNDER 5:12 WITH �` • HOLE5,5ET NEH MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP 0 O m 4-
0
HOEDOWN ANCHOR ® 2-I6d COMMON • �_ '+-
2-I6d COMMON ROOF SPANS OF 24 OR GREATER, • • • • GEILIN6 J015T LAPS OVER PARTITIONS(PAGE-NAIL) q-16d COMMON EACH LAP C O
LOCATIONS NOTED NAILS 0 6 O.G. � 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N Q
NAILS 0 6 O.G. b ON PLANS IO" O.G. IF BLOGKE .,, „ .'' USE 4 8 d COMMON NAILS ® EA.
loll O.G. IF BLOCKED CORNER POST `" END OF STRAP. ? 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO Q r" n-
CORNER P(05T � G.J G ES TIGHTLY BOND THE END OF THE NAIL TO A qO° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE
"SIMPSON" HD08 THE ABOVE ASSUMES A RAFTER GRAPHIC BELON
SPACING OF I6" O.G.; FOR SPACINGS n 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END
HOLDOWN ANCHOR ® „ SECTION 12.4 -PLACEMENT OF NAILS 8 SPIKES d TABLE
LOCATIONS NOTED OF 24 O.G., INCREASE NAILING BY A GR 4-I.
ON PLANS e FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ^^♦
CONNECTION BI 52 W
AT RAFTER 'TO TOP PLATE TO STUD WALL FRAM I NO
HOLDOWN INSTALLATION OPTIONS: GONNEGTIONI:
FOR NEW P. GONG. FOUND.'s ""'" ° 44 �2."- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT
•~ o ° FOR STRAP - 5 8 d� COMMON NAILS ® EA.
HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD :•''� • • • END OF STRAP.. • •
sIM WHEN IN TTOWN OF I5LIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE r , ■�'
FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • • • • V
-1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE CEOMETR:Y EXCEEDS THAT PERMITTED IN
CONCRETE w/ "SIMPSON" SET(HIGFf STRENGTH EPDXY ---- • • • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. ((D
MAX. NAIILING GRID ABOVE UTILIZE
ADHESIVE), 8 FOR T'EMP.'s O°F-40°F USE "SIMPSON" AT SIMPSON '#H2A (OR EQUAL) RAFTER TIE },
(HIGH STRENGTH ACRYLIC ADHESIVE) ""'�" .,,, M"µ HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG ED6E5 ■�
• FOR TOENAILINC•6 - 5 8 d COMMON NAILS
FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD
FILL TOP 2 COURSES SOLID # CAST IN PLACE HOLDOWN USE SAME
w/ 115"0 THREADED ROD CONNECTION -- -...._"" ; FOR G.J. TO R.R. - bd COMMON NAILS r.
REOUIREMENT5 FOR ---. ... BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,
RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) :2-16d COMMON I� PER FOOT v
HOEDOWN 'G' HOEDOWN 'D' APPLICABLE) FOR EA PLATE:
I6 d c,oMMOTND NAILS FOR
4 OR BELOW
FOR G.J. TO G.J. - Cl I6 d COMMON NAILS FLOOR FRAM I NO � ■�
OR 'EW k EXIST.FOUNDATIONS F FOR NEWLY POURED GONNEGTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-6d COMMON PER JOIST (/
OUNDATION 0 ONE STORY ONLY
(5) 2x FULL ENDWALL • BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END p
HEIGHT 57UD CORNER STUD Ttt
CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END
TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY
"SIMPSON" HM05 (5) 2x FULL . ° BLOCKING TO SILL or
HOLDOWN ANCHOR 0 2-I66 COMMON HEIGHT STUD "-~-""� G2 "" ""'" '""" TO STUD CONNECTION: 5-I6d COMMON EACH BLOCK
LOCATIONS NOTED NAILS 0 6 O.G. d may,...
,".""' TOP PLATE (TOE-NAIL)
ON PLANS 10," O.G. IF BLOCKED G I FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T
CORNER POST
° NAILS ® EA. END OF STRAP
° M JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST
FOR EA. PLATE TO STUD ABOVE $ OR
2-I6d G M N ° BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST
NAILS 0 ' O. +•--
" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT
ROOF SHEATHINO
e d
STRUCTURAL PANELS:
°• INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD
c� a° "SIMPSON" ST 14R CONNECTION DI D2 SOLID PERIMETER EDGE ZONE 5 8d COMMON b" EDGE / 6" FIELD
BLOCKING
HOLDOWN INSTALLATION OPTIONS: 0 EA.BAY GABLE E RAKE OR RAKE TRU55 w/ lad COMMON 4" O.G.
UP TOO q" RAKE OVERHANG
FOR NEW P. GONG. FOUND.'s „" •-""" "
HOLDOWN CAST IN PLACE w/"1/5"O THREADED ROP> AT STUD TO) FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO
FOR EXIST. P. GONG. OR NEWLY CUR'RED FOUND.'s - ' • --"- F:�x
l/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 1:2" INTO PLATE(S) CONNECTION: D2—, /1"',1
CONCRETE w/ "SIMPSON" SET (H16H STRENGTH EPDXY p 1/2" MIN. -•-•----- --- " "
ADHESIVE), d FOR TEMP.'s O°F'-40°F USE "SIMPSON"" AT CORNER ° ° FOR STRAP - . 5 8 d*' COMMON NAILS ® EA. 1 GYPSUM WALLBOARD 5d COOLERS ? EDGE / 10 FIELD
(HIGH STRENGTH ACRYLIC ADHESIVE) I
ONE #4 REBAR t-� END OF STRAP (WRAP STRAP UNDER SILL PL.)
SPECIFIED ON 1� �- ° WALL SHEATH I NC
FOR EXIST. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE , • FOR EA. PLATEE TO STUD ABOVE OR BELOW -
FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN o °
w/lla"cD THREADED ROD \ 2 16 d CO MMON NAILS
STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD
• a ALTERNATE CONFIGURATION - ABOVE STUD TO
e FLOOR GONNECGTION w/ # PT4 SIMP50N (OR ".,"..._.... P STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS '7 EDGE / 10 FIELD H
8d NAILS 0 EA.END W
NAIL 1 NC/S rRAFF 1 NC-7 @ I NDO /DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLA7t!:ORM TO SILL PLATES ' - "w OF EA.STRAP TO
EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2
ALTERNATE USE 0
SIMPSON H2.5A) U
NOTATION: STRUCTURAL PANELS:
1 A - NUMBER OF 5d NAILS 0 EA. END OF STRAPPING (2016 WFGM, TABLE 5.77,P. 15q);WHEN 5TRAPP NG GONNEGTI ONE ""„, -•""' I" or LESS: 8d COMMON 6" EDGE / 12" FIELD
REOUIIRE5 OVER 14 NAILS, USE 51MP50N 0516 STRAPPING (OR EQUAL). .--""" GREATER THAN I"; IOd COMMON b" EDGE / 12" FIELD
B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255,P. ell)
G - NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER(2018 WFGM,TABLE 5.25G, P. 2q ""
ALTEERNATE AS PER TABLE 5.25D,P. 2q5) :""" • I - NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w
A D D - NUMB)ER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q
(2018> WFGM,TABLE 5.1,P. ISq) FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER
G E (2-PLY) - NUMBER OF JACK STUDS 0 EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 3.22F,P. PLATES) CONNECTION SHEAR e e e e e SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OIR
E (5-PLY) - NUMBER OF JACK STUDS 0 EA. END OF 5-PLY HEADER (2015 WFGM,TABLE 5.22F,P. 2 5) e ° ad SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT:
B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) 0 EA. IDE a �, e ° °e <de 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF
E (DOE:S NOT APPLY TO DOORS) (2018 WFGM,TABLE 5b, P. Iq1) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT.
"""" a e FOR STRAP - 5 8 d* COMMON NAILS ® EA. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH
"�"• d° e ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE P R 0 C H I LO
FASTENING SCHEDULE B '""`�—� d< g' USED.
F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS e FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - ADDITION
(IN A4CCORDANCE WITH WOOD 8 E OOD FRAME CONSTRUCTION MANUAL 201DITION) �""" - 2 16 d COMMON NAILS
ff
p` NOTATION E E S I ONAO E FOR TRUSS TYPE, PRE—ENO I NEERED
ROUGH A B G D (2-PLY (✓-PLY F WOOD, AND/OR TIMBER GONSTRUGTION 4174 PECONIC BAY BLVD
OPENING HDW HDR) THE FOLLOWING 51ONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED
:2'-0
" 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED To THE EXTERIOR WALL OF THE LAUREL NY 11948
RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR
,4'-0" 5 1 2 5 1 1 5 S L I G I NC O TOE' i�L_AT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE:
BRAGINC/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE:
* - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 4 I 3 4 I I 4
TOP PLATE BLOCKING 2 �FOR RAKES 12"OR HOLDOWN ANCHOR BOLT,
�'-o" LESS PROVIDE 6 2 5 5 I 1 5 } — SPLICE TOP PLATE SPLICE REOUIREMENT5 TOFF PLATE SPLICE REQUIREMENTS BAYS BACK 0 BLOCKING 0 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS
FOR WIND - EXPOSURES 560 - FOR WIND - EXPOSURES BAG -
LENGTH 4'-O" O.G. TO AGHEIVE RAKE O.H. BE "I" "I I "III", "IV", OR "V" TO INDICATE
110'-0" "7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE
THE STRUCTURE UNDER SECTION 602 OF
112'-0" 8 2 5 5 2 I 8 BUILDING MINIMUM SPLICE',20'4 BU)LLDING MINIMUM SPLICE''` THE NYS BC.
DIMENSION (FT.) LENGTH (FT.) DIMEM51ON (FT.) LENGTH (FT.)
TYP. STRAP w/(5) PAGE:
------- 8d NAILS EA. END
DESIGNATION FOR STRUCTURAL
I2'-0" 2'-0"/2'-6" 12'-0" 5'-O" OF EA. 5TRAP 6" DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE,
Ib'-O" 5'-0"/5'-a" 16'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003m00
ANCHOR F I10LT Si�EG 1 GAT ONS CONSTRUCTION AS FOLLOWS:
20'-0" 41-075'-0" 20'-0" 5'-0" -
"F" = FLOOR FRAMING, INCLUDING
BLOGKIN6 2 BAYS GIRDERS $ BEAMS
SPECIFICATION (2018 WFGM TABLES 5.2A 8 5.25, P. 15-7-160) „ 7, 11 BACK 0 4'-a' O.G. _: - "R" = ROOF FRAMING
CORNER 5a„
24-0 4-o /5-0 24-o b-o - "FR" = FLOOR 8 ROOF FRAMING DATE: 01/13/26 3 OF 11
CONDITION FOR ALL STRUCTURES:
5 28'—O" 5'-O"/6'-5" 28'-O"
/6"4> ANCHOR BOLTS 0 53Q" O.G.
iv SECOND FLOOR
`s 0" T'-O"/8'-q" 56'-0" III-Oil M
NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ::'•,•
CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE
1. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O 40-O I I-O BLOCKING 2 BAYS F�l `.D
PROVIDE AN EQUIVALENT NUMBER OF NAILS
' w/ 5" 5OUARE WASHERS AND END NUT SETUP; BACK 0 4-O" O.G. .C?
END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/I2'-6" 50'-0" 15'-0"
CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL w/IN ExPoSURE B TYP. STRAP (5) 5TROKE �` :^ '
iv TOP TWO COURSES SOLID ad NAILS EA.END ; °.•""
5.TABULATED SPLICE LEN&TH5 ARE BASED ON 8 FOOT HALL 60-O 12 O /15 O 60-O I b O OF EA. STRAP
Z.
HEI6HT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT
b
2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR '-
LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR Y
OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE HALL HEI&HT5 MULTIPLY THE ABOVE 70'-O" 14'-O"
PLAN DIAGRAM OF ZONES "10'-O" I q'-O" - '
NOTED MIN.SPLICE LEN6TH BY THE FOLLOHIN6 FACTOR ,a -oil Ib'-O"
n;.:.:. f
" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT)=
5. ANCHOR BOLTS ARE TO BE BETWEEN 6 d 12
FROM ENDS AND CORNERS (TWO 0 CORNERS) a'HALL- 1.125 REFLECTIVE REFLECTIVE
(SEE DIAGRAM TO LEFT) 10'wAt-L- 1.2s BLOCKING 2 BAYS WHITE « .
II'WALL- 1.5TS THIS COLUMN H/MULTIPLIER BACK 0 4'-0" o.G. RED PANTONE
4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL �-
4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL
MISCELLANEOUS FRAM I NO O RAPH I CS GONT I NUOUS BUILT-UP O I RDERS 3 OR MORTE SUPPORTS
(THAT EXCEED FRAMING STANDARDS, IT 15 REi FOR FRAMER TO HAVE A REBLOr-IG I NC FOR PLATFORM NOOD FRAM 1 N(5
WORKING KNOWLEPi OF THE AMEi'RICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE
AND ALL RELEVANT PORTIION5 OF THE RESIDENTIAL CODE) BETWEEN 1/6
ASSEMBLY REQUIREMENTS:: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.)
CONNECTION a 1/4 of A WHEN GIRDERS MADE UP OF JOISTS NAILED �
DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER
BLOCK I NO UNDER LOAD SEARI NO NALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q
LATE BETWEEN NE H ANNE A5 FIRE-STOPPING. �
NON-LOAD MAX.52" OC D O SIXT D O QUARTER BEARING WALL OFFSET FROM SUPPORT A (2)RON5 IOd NAILS a 12"1 P THE SPAN LENGTH FROM AWN INTERMEDIATE W
2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W
STUDS STUD B (s)ROWS 10d NAILS o 12"O.C. SUPPORT. NO TWO ADJOINIING JOISTS, NOR MORE SERVES AS FIRESLOPPING. _!
P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE
SU$FLOOR (2)ROWS 1/2" Q BOLTS• 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE M N
SUE-FLOOR G DBL.• ENDS TWO-PIECE Q
SOLE PLATE BUILT UP GIRDER P MAX•52" NAILING: PLATE SERVE AS FIRESTOPPINS. l C �
D (2)ROWS 1/2" m BOLTS• 16.O.c. TWO-PIECE GIRDERS ARE 'TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D � O
SOLE PLATE JOIST SERVES AS FIRESTOPPINS. O (�
E (2)ROWS 1/2" 4)BOLTS• 24"o.c. SIDE WITH IOd NAILS, TWO '.NEAR EACH END OF 'a
BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 'C N O
(2)ROWS F 8-3/5"TRUSSLOCK 50REWS a 12.O.C, a 1/4 OF A OF 16 INCHES BETWEEN NAIILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. O C Z 4
SCREWED ON(1)SIDE OF MEMBER
LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Ill m r-
6 (2)RONS 5-5/5"TRUSSLOGK SCREWS 6 16.O.C. SIDE W IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE �, 0 0 N
SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TAGGE'll w/ A DISTANCE OF 52"
(2)ROWS 8-5/5"TRUssLOGK SCREWS® 24"O.G. AND 2 INCHES OF WDOD BLOCKING PLACED BETWEEN C
JOISTS SERVE AS FIRESTOPPING. 0 O m O
BETWEEN NAILS IN A HORIZONTAL LINE.JOIST H SCREWED ON(1)SIDE OF MEMBER P "r_ O In
14R�E-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C N O 0
MAXIMUM OFFSET J (2)ROWS 5"TRU55LOGK SCREI^!S a 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARiE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKINS PLACED BETWEEN JOISTS Q 0 L O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING.
MATCHED SIZE OF BLOCKING (2) 1151,TRU�'SLOGK SCREWS• Ib"O.G. '4'
UNDER NON-LOAD BEARING F`RESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIGJIATE JOINTS, AND w/ THE 3
BLOCKING 8. THE HEADER SERVES AS FIRE-STOPPIN5.
PARTITIONS ® 32 O.G. STUD (2)ROWS 5"TRU�SLOGK SCREWS• 24"O.G. BETWEEN I/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE
DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS [IN A HORIZONTAL LINE. cil. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL
FOUR-PIECE CIDERS ARE 1T0 BE ASSEMLED AS BE ADDED BETWEEN STUD5 IN PARTITION ADJACENT TO
GE I L I NO BRAG I NO P STRINGER TO SERVE AS FIRE5TOPPING.
CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 21 NAILS AS SPECIFIED
OABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRI,DER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR
CONNECTION PATTERN 'B'WHEN 10' OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH
STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- POUR-PIECE ANCHORING: 2 APPROXIMATELY I-INGH DEPTH OF NONCOMBUSTIBLE MATERIAL
OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SEGUVRELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH
SUBFLOOR SOLE PLATE LATE CONTINUOUS GABLE END MASONRY PIERS, NAILED T-O WOOD POSTS OR THEFIR VERTICALSTOPPINO SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T�
LATERAL BRACE ® 6'O.G. T�55 BOLTED TO STEEL COLUMNJS. AND CHIMNEY. 0 E SPACE ABOVE TNINO 15 SEALED HE FIRE STTOPP NG SHALL R ON THE IBE
BAND
JOIST , 2) lOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED V
G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL
/� I SIDE
�/�G G, C, PLATFORM FRAME GONSTRUGTI ON SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON
I `� L I I `�O f A T TE R I `�S FOR S I L/E LOADED B F_A I " I S (I P� . FLU✓1 H B 7 A M✓> -LOCATIONS REOUIRUNG FIRESTOPPIN5- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � M
lo) 5d AS FIRESTOPPING. }, W
NAILS
FIRE- FIRE- HOOD FIRESTOPPING FIRESTOPPING
5TOPFING STOPPING FIRE- FIRE- SOLE
FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPINS
MULTIPLE-PIECE MEMBERS
JOIST * 5d COOLER NAILS a 10"O.G. NAILED' BOLTED
VERTICAL
2.x4 BLOCK NAILED TO EA. BRAGS
bd
2 ROWS Ibd °3 ROWS I 2 ROWS K` 2 ROWS J5' 2 ROWS Xs" COVERING 19 APPLIED
Bl_OGKING � FIRESTOPPIN6 WHEN
w/(4) IOd NAILS COMMON COMMON �L•A•24' BOLTS BOLTS ;I
• 12"O.G. • 12"O.G. O.G.5TABBER� •12"O.G. •b"O.G.
STUD GYPSUM BOARD 20 ga.STRAP TWO ROHS 12"O.G. THREE ROHS 122"O.G. JOISTS q
ro UNCER51DE OF
LOCATION 2 AT i OGA I L LOCATION 3 L T ON I ♦�//''��
V♦
DOUBLE PLATE . (10)Sd NAILS/ BEAM SELECTION W STD. NAILING ° ° ° ° °
5d COOLER NAILS m 10"O.G. LOCATION
SOLE JOIST SHALL BE LOCATED DIRECTLY WOTE: ENDWALL 5TUD5 AS NOTED IN NOTES -i 8 8 ° ° ° ° ° ° ° 5Tu LOCATION
NONCOMBUSTIBLE
DENOTES ALT.FOR USE OF DRYWALL SCREWS ° FIRESTOPPING OF GIRDER
OVER STUDS,UNLE55 TOP PLATE 15 4" a EDGE/ 12"• FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES HOOD FIRESTOf'PING
C)
DESIGNED TO CARRY THE LOAD SSGREWS#6 - IY4"TYPE W OR 5 FIREsroPPIN6 LOCATION 6
2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROH5 24"O.G.5TAeCERED THO ROWS 6"40.c. LOCATION 5
FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL2
INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE HASHERS UNDER HEAD AND NUT. O O O O O O O O O O
OVERLAID ROOF 5.5TAGGER EACH ROW OF FASTENERS BY 12". O 0 O O O 0 O 0 O 2"SPACE NOT \\
ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPINS
5.FOUR-PIEGE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX.I INCH THICK
BOTH 51DE OF THE MEMBER. :\
6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED
FOR 4"O.G.NAIL SPACING. LOCATION -I
5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ \
5 7 ASP INAILS 1'2 ROHS OF Ibd COMMON NAILS(I2"O.GJ FOR DEPTHS I2"OR LESS LOCATION 8
FIRESTOPPIN6 LOCATION -1
® EA.END® R.R. 6.5 ROH5 OF Ibd COMMON NAILS(12'O.C)FOR DEPTHS OF 14",16'a 16". LOCATION 10
FULL WIDTH
2" BLOCKING z
O
tr-
CONSTRUCT I ON D 'TA I LS V�I ND LOAD PATS GONNGT I ON DETA I LS
TOP PLATE DRILL 2"0 INTO ROOF
INTERSECTION DETAIL _ PECK FOP,5TRA�PHP1N61NsrL. NOT TO SCALE
�VEW R.R.SET H/ R.R.BELOW
UPPER TOP PLATE LAPS 4 IOd
NTINUOU5 LONER TOE NAILS' NOTED CONT.BLOCKING
TOP PLATE SPIKED TO R,R.'S
ALIGN NEW 3 EX.
R.R.AS 5HOWN
K I NO STUDS
PLAN VfBW I
GTE: SIMILAR o 'SHED' WOOD JOIS NCOOD JOI
ROOF,R.R. IN LINE GRI PPLE STUD
BLOCK I NG .JOI:5T HANO E HEADER
GENERAL RE0U 1 REMENTS FOR GENERAL REQUIREMENTS FOR W
INSTALLATION OF GLINGHED NAILS INSTALLATION OF TOE-NAILS GIRD?ER/HEADS o
WOOD O I RDER JACK STUDS
MAIN MEMBER NCOOD JOIST
D
Lu
90• Q
�- JOIST FRAM I NC OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION
I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF
PROJECT:
DIAM.X 5 APPROX. 30° W/THE MAIN MEMBER 4 STARTED APPROX.
THE LENGTH OF THE NAIL FROM THE MEMBER END, P R 0 C H I LO
I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE
THE MEMBER, 5TRAIGHT THROUGH AND BENT OVER
A MIN. OF (5) NAIL DIAM.'s AT A qo° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION
MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST
SIX TIMES THE DIAM. OF THE NAIL RAFTER
5. AVOID SPLITTNi NO MORE THAN 2 TOE NAILS SHALL BE TO
INEAI SIDE OF RAFTER OR CEILING JOIST NALL STUD WALL STUD
WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT
IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 4174 PECONIC BAY BLVD
DOUBLE JOIST DcOUBLE JOI57 TOP PLATE LAUREL NY 11948
GH I M. CHASE 5ECUR1 NC @ STD. SIDE NALL
DRAWING TITLE:
NALL STUD FRAMING GRAPHICS
BEAM CONNECTION PATTERNS
FIREBLOCKING DETAILS
(M CHASE WI77HIN PLANE OF ROOF: DOUBLE JOIST FOR UNDER A BATHTUB, ALL E3ATHROOMS WITH TILE FLOOR, DOUBLE JOIST FOR NON-BEARI NCB WALLS ALTF-RNA71 VE RAFTER TO NALL STUD CONNECTION
IN/STUDS TO ATTIC FLOOR 8 BLK'G TO
R/L SIDES IN/5TRAPPING TO R/L 5IDE:5) O UNDER KITCHEN FLOORS AND RADIANT FLOORS N17H MUD.
0 PAGE:
TOP PLATE ® O-Ni(A
Lu
l�l I ND RES 1 STANT CONSTRUCT ON GONNEGTORS
GRIM. CHASE W,dALL G-004m00
CONNECTION LOCATION: PART NUMBER: NOTES:
o 4 RIDGE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS
® RAFTER-TO-WALL H-t APPLY TO EACH RAFTER
z [DATE: 01/13/26IE 4 OF 11
1L
ROOF Lp H z
_J o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
�z
REa'D BLOCKING -'�a a PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD
TO ALIGN H/STRAPPING 4
® EA. LEVEL ABOVE ®z II �?,n e,
THE FIRST FL. 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or C520 @ 56 APPLY TO EACH WALL STUD
® O HEADER-TO-JACK STUD C520 @ 12"
FLOOR/CLG. _j
APPLY TO EACH JACK STUD . t.
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDIDOWN ANCHOR 55TB16 APPLY TO EACH SIDENALL END
IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE
SIDE V I EN PLAN �I EN (USE N17H S SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT GON5TRUGTION.
FOLLOW MANUFACTURE'S REGOMENDED IN5-TALLA7ION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
0E I SEAL 5**�rM50L <E"%r
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
— WOOD FRAME (L.G. STL.
EXISTING TO REMAIN WHEN APPLICABLE) Q
�----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL / w
I---I 5TL. WHEN APPL I GABLE) !/
MIN. (2) 2"x4" STRUCTURAL 'J
NEW I-HR FIRE RATED ® P05T FOR 4" WALLS
WOOD FRAME (L.G. 5%. (MIN. (2) 2"xb" 5TRUCTURAL N
Q �= In
WHEN APPLICABLE) POST FOR (5" WALLS), U.O.N. EXIST.G O
NEW 2-HR FIRE RATED �-- O
NEW PLUMBING WALL WOOD FRAME (L.G. 5%. 'a Cfl
O
WHEN APPLICABLE)
>' OX U N
.0 O m
Lo
EXIST, Q N O
BEDROOM O a
225 S.F.
W
a
REMOVE EXISTING- -------- ------------ ---- EXI5T. GREAT U
ROOFING AND ROOM •
STRUCTURE \I 518 S.F. W M
I EXIST. WOOD EXIST.
D GL.
12 5.F.
U
r-------------fl EXIST.
❑ � � ❑ � \ L. 0^
I 185 S.F. ■♦
I�I \ I------------ < U)
IrI I 4)
REMOVE — — — — —
EXISTING SIDING
THROUGHOUT
II I
r
DWELLING EXIST. EX15T. ALL EXISTING CABINETS, � J
BEDROOM HALLWAY PLUMBING FIXTURES $
202 S.F. 20 S.F. APPLIANCES TO BE REMOVEDI
U
EXIST. EXIST. . _ -i
OFFICE
EXI5T, s> 102 S.F. EXIST. I t EXIST.
G KITCHEN I BATHROOM
II S.F. 42 SF
EXI5T. O 113 S.F. I
BATHROOM I
3a S.F.
I
rr-\
I O
II N, r--------�
II 1 I I
REMOVE EXISTING SHOWER ROOF _-+1 z---- -----_
DEMOLITION NEST' ELEVATION (RIOH7 51DE) -- _-___
----�T� ---- EXIST.
01-1
SCALE: 1/4" = I'-V III IIII O
III I III I III LAUNDRY
III I III III ROOM
III I III 5'! S.F.
III I III
III I III
II I III I III
II I III 1 III
II I Il-f------�---- -i-1-I
II i III III ---
----
REMOVE EXISTING WOOD STAIRS AND DECK
II I 1
II I REMOVE EXISTING WINDOWS
II I I N
I REMOVE EXISTING FRONT PORCH REMOVE EXISTING z
II WINDOW, DOOR, AND
i PORTION OF WALL
II 0
II I
I EXI5TING PATIO ROOF TO BE REMOVED U
II I I Ix
I I II I I
I I II I
i I II I I
l i i PROJECT:
I I II I I
II I 1
III PROCH I LO
I I II I
I I II I
ADDITION
I I II I
I I II I
I II
L—I-
- � 4174 PECONIC BAY BLVD
- - - - --__ - - - - - - - - __ LAUREL NY 11948
c-
DRAWING TITLE:
-- ------ -------- _ - -- -
-v---- - - - - _ - PROPOSED DEMOLITION PLANS
/
------------------�/ \� EXISTING GARAGE NOT PART OF THIS FILING
--___- � -------
1Tom=--7,T-,�
11 Fr�� III rr=—�� I I�-�-Iilr II�II
j l l II II 111 111� IIII I � 1IIl illi ffal l
I11----JII IEaI�IL---i I&Ell,
REMOVE 11 II II I it 11�—Ili IggI1�---�11991
EXISTING 51DING 1 1 1 II II 11 1 III IIII I I 1 I I 1
THROUGHOUT I I �L JcI jl ILL===JJ1 I I��IIII ljjl� l lA-101. 00
DWELLING I �� �� I L----- I LupLI --JIERII
In i Inl Inl 1 �I n ��—�
IIII I I I I I I II -
Mi it i l i2t li i 11 N7
IIII LLI 1 1 Il
DATE: 01/13/26 5 OF 11
rtl� II REMOVE EXISTING WINDOWS FROPOSED DEMOL 1 T I ON PLAN
ytt------------- AND DOORS
0 -------------
�N,
DEMOLITION NOR1.7H ELEVATION (FRONT) r - %
SCALE: 1/4" = 1'-0" Rf
OF c.t�,
S ENERAL 5"%'M50L_ <E)" :
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
- WOOD FRAME (L.G. 5TL. 12L
EX15TINO TO REMAIN WHEN APPLICABLE) Q
Q
-{ NEW WOOD FRAME (L.6. NEW FOUNDATION WALL G W
F--I 5TL. WHEN APPLICABLE)
MIN. (2) 2"x4" 5TRUGTURAL J
NEW I-HR FIRE RATED ® P05T FOR 4" WALL5 Q � N
W 2OOD FRAME (L.6. 5TL. (MIN. (2) xb 5TRUCTURAL
C Lo
WHEN APPLICABLE) P05T FOR 6" WALLS), U.O.N. Q O
NEW 2-HR FIRE RATED
WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL � �; p
WHEN APPLICABLE) 22: X L) N
O
POST $ COLUMN DEVONATION5: C Lo
FOUNDATION PLAN NO�'ES N Q
POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED
AS FOLLOWS. NOTE THAT THESE DESI&NATION5 DO NOT IMPLY Q Q
I6"x6" DEEP P. GONG. CONTINUOUS FOOTING SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED
OO AS PER DETAIL 4/A-401 (TYPJ BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD
FRAMING REQUIREMENTS.
OPERMAGA5T COLUMN FOOTING (PAD FT6.) A2 (2) 2"x4" POST B2 (2) 2"xb" POST
PERMACA5T COLUMN UPON 12 0 P. GONG. SONOTUBE
UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER
DETAIL 6/A-401. A3 (3) 2"x4" POST B3 (5) 2"xb" P05T
L__j
TYPICAL P. GONG. FOOTING 4 WALL_ CONSTRUCTION:
O (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD A4 (4) 2"x4" POST B4 (4) 2"x6" POST
4 SILL SEAL
ANCHOR BOLTS AS PER PAGE 6-003
P. GONG. FOUND. WALL AS PER DETAIL UPON A5 (5) 2"x4" POST BS (5) 2"xb" P05T
P. GONG. FOOTING AS PER DETAIL
ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR •s
B.O. FOOTING V-O" BELOW GRADE MIN. ®_ -� 4"x4" P05T ®-- �E 6"xb" P05T
1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN COPLICABLE) {�8.1
AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 4"xb" P05T �n Wx8 4-1" POST J
STOOPS (WHEN APPLICABLE) - u �E,, EF
MA50N TO ACCOUNT FOR FINISH ST014E ON THIN SET ■ +
FOR HEIGHT of WALL 4 SLAB (WHEN APPLICABLE) 3-1/2" O.D. 50H 40 5-1/2" O.D. SGH 40 Jc
5TL. COL. (A5TM 5TL. GOY (ASTM
O' AI23) 8Y SIMS H AI23) BY 51M5 V
NEW REINFORCED P. GONG. 5LA5 STEEL (OR EO) STEEL (OR EW
O I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON
2. 6 MIL POLY VAPOR BARRIER UPON
3. 4" (MIN) &RAVEL BASE TYPICAL DOOR/WINDOW HEADER NOTE:
PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. V,
O NEW INTERIOR CRAWL SPACE ACCESS HATCH: SEE PAGE 6-003 FOR NAILIN5/STRAPPIN6/FRAMING
I. 36"W x 30"H AOCE55 HATCH TO CRAINI.SPAGE REQUIREMENTS (BY OPENING WIDTH) THAT SHALL BE PROVIDED,
FROM EXISTING BASEMENT U.O.N. SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS Q
SUCH:
OSTEPPED FOOTING
NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., -
AS PER NOTED DETAIL. Y.I.F. EXIST. FTC. DEPTH.
2
O BEAM OR POINT LOAD BEARING ON EXISTING GMU LEDGE
WALL. EXISTING 57RUOTURAL MEMBER5 NOTE:
- NEW FLUSH BEAMS SHALL BEAR A MINIMUM OF all ON V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL
EXISTING MASONRY HALLS. MEMBERS MATCH PLANS, INCLUDING SIZE,SPAN, SPACING, AND
- WHERE NEW FLUSH BEAMS OR COLUMNS BEAR ON EACH BEAM BEARIi`!6 POINT SHALL BE ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF ANY
DIRECTLY BENEATH
EXISTING GMU WALL THE SUPPORTING MASONRY CELLS EXI5TIN6 CONDITIONS DIFFER FROM WHAT 15 SHOWN ON PLANS. LEDGE
FILLED SOLID WITH GROUT OR CONCRETE FROM THE TOP
OF WALL DOWN TO THE FOUNDATION FOOTING. 501L BEARING CAPACITY NOTE: EXIST.
- CONTRACTOR SHALL CAREFULLY OPEN THE FACE OF THE STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CRAWL5PACE
EXI5TIN& GMU WALL A5 REQUIRED TO ALLOW PLACEMENT CAPACITY OF 1.0 TON/S.F. 921 S.F.
AND CONSOLIDATION OF GROUT WITHIN 'THE HOLLOW CELLS
BENEATH THE BEAM BEARING. BEARING CAPACITY OF 501L MUST BE VERIFIED BY A
- ALL LOOSE DEBRIS SHALL BE REMOVED FROM CELLS GEOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING _ _ -0
PRIOR TO 6ROUTIN6. EX15TINO SOIL TYPE5 ON SITE AND THEIR ASSOCIATED
- GROUTED CELLS SHALL BE FULLY CONSOLIDATED AND PRESUMPTIVE LOAD-BEARING VALUES.
PROVIDE A CONTINUOU5, 501.ID LOAD PATH TO THE
FOOTING. -1'0" TO EXIST. 2"xb" IU
- AFTER GROUT HAS CURED, REPAIR THE GMU FACE WITH
UNITS AND MORTAR MATCHING EXISTING CONSTRUCTION. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: cxV O F.J. ® 16, O.G.
tu
I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT U
O TYPICAL LEDGER BOARD ® EXT. DECK: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD N
I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 AND DOWNWARD FROM THE BOTTOM OF EXISTING w ®
EXIST.
2. SECURED W(2) 5/5" 0 x 5" LONG H.D. GAL. LAO BOLTS ADJACENT FOOTINGS. WATER
016110.0.
5. INSTALL H.D. 6ALV. JOI5T HANOER5 E3Y '51MP5ON' (OR 2. IF WATER ENCOUNTERED DURING POURING OF GONG., HEATER/
EQUAL) EXCAVATION SHALL BE DE-WATERED. THE POUR 51TE SHALL FURNACE
4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT
TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE WHEN WATER ENCOUNTERED.
OF LEDGER BD. 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 EXIST.
5. SEE NOTED DETAIL DAYS.
FOR WOOD STAIRS ® GRADE: EXIST. BASEMENT
O 4" THK. P. GONG. PAD 8" WIDE x REOV LENGTH UPON 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED ELECTRICAL 56o S.F. LEDGE
6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ®
CONCRETE AT 25 DAYS AND SHALL CONFORM TO THE PANEL N
F-
MAX. 16" O.G.,U.O.N. (MIN. 3 STRIN6ER5) CURRENT ACI 515 CODE. w
5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON
10 HOLD OWN (FOUNDATION TO 15T FLUOR): STEEL A5TMA615 GRADE 60. WWM FOR 5LA55 DO NOT I I
O
HOLDOWN 'D' AS PER PAGE 0-003 NEED TO BE COATED. I I
I6. U.O.N., REPAR LAPS SHALL BE A MIN. OF 40 DIAMETERS.ALL LAPS SHALL BE 5TA66ERED. tc� 4,1
NEW 0 2"x10" EXI5T.
1. PROVIDE MECHANICAL DEVICES To HOLD STEEL 4 F.T. R x CRAWLSPACE
HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN I M1II I S.F.
REQUIRED CLEARANCES, COVERAOE5, AND PLUMBNE55. Q
5. CEMENT SHALL CONFORM TO A57M C-33 FOR STANDARD 5 �
WEIGHT CONCRETE. 10
EXIST. BILCo PROJECT:
CONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE V
1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I 0 0 UCONCRETE IN 1O P R O C H I LO
TEMPERATURE
PE R TEMPERATURES UNDER 45° F IF THAT GRAWL5PAGE ® ADDITION
TEMPERATURE HAS BEEN SUSTAINED FORA 24 HOUR PERIOD I
2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY 165 S.F. W
I-I Z I-I
OTHERS. I A-501 A-301
3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE �J 4 �
I POURING SHALL CONFORM TO AGI 506. , 22_0 °`- I �• I � 4174 PECONIC BAY BLVD
4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f. 1 3 LAUREL NY 11948
GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED
OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. ' `' +• .N
5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 10 3 - �- 8 ��l 10 DRAWING TITLE:
REMOVE AS REOV. p A-4ol $ cv
6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE Q PROPOSED FOUNDATION PLAN
PERMITTED WHEN NECESSARY.
NEW(2) 2"xlO" P.T.
1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR
HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE m L L J I L - J
TEMPERATURE. _ _ _ _ L
5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER
POURING.
A PAGE:
4. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES
ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS c
� a A-102mOO
PER AGI 306 (ASTM G4g4/G494M, TYPES G AND E).
10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS Q
SECTIONAL AREAS EXCEED ONE SQUARE INCH. 23'-4"
11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE
EXPOSED TO REPEATED FREEZING AND THAWING UNTIL
CONCRETE HAS REACHED A COMPRESSIVE 5TREN6TH OF DATE: 01/13/26 6 OF 11
500 P51.
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506.
FR0F05EI7) FOUNDATION FLAN
5GALE: 1/4" = 1'-0"
,�tal
GENERAL S�I'1�'f�O
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.G. STL.
EXISTING TO REMAIN WHEN APPLICABLE) Q
NEW FOUNDATION WALL 0
NEW WOOD FRAME (L.G. // LLI
STL. WHEN APPL I GABLE) v w
J �
NEW I-HR FIRE RATED ® Q
MIN. (2) 2"x4" STRUCTURAL N
WOOD FRAME (L.G. STL. POST FOR 4" WALLS C
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL M)
POST FOR 6" WALLS), U.O.N. EXIST. r- O
NEW 2-HR FIRE RATED A/G -�
WOOD FRAME (L.6. STL. NEW PLUMBING WALL O lY � >: p
WHEN APPLICABLE)
C IS N
FLOOR PLAN NOTES POST $ COLUMN DESIGNATIONS: T p N C; . Lo
POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O
AS FOLLOWS. NOTE THAT THESE DE516NATIONS DO NOT IMPLY Q
DOOR NOTE: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED
OII. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O
BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD EXIST..
ON PLANS BY 'JELD-WEN' (OR EQUAL). FRAMING REQUIREMENTS. BEDROO>M
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT
225 S.F.
0
ON PLANS BY 'THERMATRU' (OR EQUAL)• (2) 2"x4" POST B2 (2) 2"x6" POST in
5.NOTE DOES NOT INDICATE EACH NEW DOOR i
PROPOSED;SEE DE516NATION5 $ DOOR SCHEDULE.
4.PLACE DOORS 4" MIN. FROM PERPENDICULAR
WALLS,U.O.N. A3 (5) 2"x4" POST B5 (5) 2"x6" POST
5. INSTALL AS PER MANU SPEC.'S EXIST. WOOD
b.PROVIDE (2) 2"xIO" HDR.,U.O.N. A4 (4) 2"x4" POST B4 (4) 2"xb" POST s' DEC r
'1. SEE PAGE 6-005 FOR ALL OTHER FRAMING tt1 '
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 15ti'-'1" N
STAIR 8 RAILING NOTE: A5 (5) 2"x4" POST B5 (5) 2"xb" POST -0_
O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. 10 �
Tr - RISERS SHALL BE CLOSED 25'-�Y2" ■
2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL E]---�G 4"x4" POST E--� 6"xb" POST n, M�
NOT EXCEED THE SMALLEST BY MORE: THAN ill. W W
3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 4"xb" POST 5"xV' POST
4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: ®---�D ®--E �J
4.1. BETWEEN CLEAR HE16HT $ HANDRAILS: 56" MIN. in
4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 315' MIN. EXIST.
4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. 3-I/2" O.D. SGH 40 5-I/2" O.D. 5GH 40 G
5. HANDRAILS SHALL PROVIDED ON NOT LE STL. COL. (ASTM STL. COL (ASTM 12 S.F.55 THAN p---� Q--E I I-Ij�2 'I'Q GL6.
F ♦ ,
ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR AI23) BY SINS AI23) BY SINS .I�-7'_p�� H6HT. v
OR MORE RISERS, AND WHERE SHOWN ON PLANS. STEEL (OR EO) STEEL (OR EG)
6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED
WALKIN6 SURFACES LOCATED MORE THAN 30 ABOVE EXIST. GREAT EXIST.
FINISHED FLOOR OR GRADE, d WHERE! SHOW TYPICAL DOOR/WINDOW HEADER NOTE: BEDROOM
N ON PLANS. ROOM
'1. 56" HIGH GUARDRAIL € SPINDLE SPAC,,ING NOT TO PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS $ WINDOWS, U.O.N. 518 S.F. 1&5 S.F.
ALLOW PA55A6E OF A 4" 0 SPHERE; 56" H16H SEE PAGE 6-005 FOR NAIL ING/STRAPPIN6/FRAMIN6
HANDRAIL. REQUIREMENTS (BY OPENING WIDTH) THAT SHALL BE PROVIDED, 15ti_7 I2'4" TO
8. GRIPPABLE RAIL AS PER CODE. U.O.N. SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS A5 RIDGE
q. RAILING TO BE PVC. SUCH:
WINDOW NOTE:
O I. ALL NEW WINDOWS 4 DOORS SHALL BEI ANDERSEN 400 _ _ _ _ _ _ _ _
SERIES CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (A5 r �, EXIST.
NOTED). INSTALL AS PER MANU. SPEC.'°i. to _ HALLWAY r
2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; i EXISiT, k O p b 20 S.F.
SEE DESIGNATIONS 8 WINDOW SCHEDULE. BEDROOM � Q m
3. FOR 5U55TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS 202 53.F. p-4 6'-'I° a'-1oy2" II'-IOj/
AND DOORS" ON PAGE 6-002.
4.ALL CASEMENT WINDOWS TO HAVE STR:AI6HT ARM HINGE.
5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH
6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED:
6.1. FOR ALL SKYLIGHTS B OPERABLE PANELS OF EXIST.
SWINGING, SLIDING, 4 BIFOLD DOORS EXIST.
6.2. WITHIN 15" OF F.F. CL. m OFFICE EXIST.
6.5. WITHIN 24" OF A DOOR EXIST. 6 S.F. - 102 S.F. MODIFIED BATHROOM
6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING GL p cl
KITCHEN 42 S.F.
6.5. WITHIN TUB/SHOWER ENCLOSURES II s.F. EXIST. 150 S.F.
6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 BATHROOM t-
•T. SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND
59 S.F.
WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM =
(2) 2"xIO" HEADER U.O.N. 3-2 �i OS
6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER - I/ `fl
NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 Q-512 Oo � 8
LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN '12"
ABOVE GRADE OR THE ADJACENT SURFACE AT THE
BUILDING EXTERIOR. EXIST. 2.OE LVL FLUSH BEAM
_ NEW(4)�-15" r EXIST.
EGRESS NOTE: OUTDOOR 4 IlY2 A5 5'-10 BS J O LAUNDRY ROOM N
IN COMPLIANCE WITH NEW YORK STATE EUILDING SHOWER y2 �r
CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF `NI NEW 2"x8" G.J. 4,_8„ 51 5.F.6,-by2„ i
EORE55 SHALL BE FOLLOWED: p` ® Ib O.G.
NET CLEAR OPENINO........... 5.1 S.F.
O.
NET CLEAR HE16HT............... 24" MINIMUM ?'a " C .
NET CLEAR WIDTH................. 20" MINIMUM 3 I HGHT
5
NEW ATTIC ACCESS PA-401
®PROVIDE ACOE55 To NEW ATTIC THROU611 EXSITIN6 ATTIC 5y2"
HATCH AND ATTIC SPACE A
EXIST. NEW 2"x8" G.J. NEW 2"x8" G.J. N
I-1 6I6" O.G. O ® I6" O.G. I-I Z
NEW AT PLUMBING FIXTURES: PATIO A-501 _ 102 A-501 W
O ALL NEW PLUMBING FIXTURES TO COMPLY' WITH PG 405. GRADE - 13'-oY'2 2
SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. �_ I PROP. PROP' 2
NEW FLOOR: p \ FOYER C4� - G OSET V
r+ O 31 S.F.
O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE +f SGRE1^U; tt1 6 S.F. 103 64 S.F. - B3
B3 NEW(2)I.TS'k4.5" I 6-3y2
SCREW PERIMETER OF SHEATHING 6 O.G. d 12 O.G. ® 2-O 2.0E LVL HDR
INTERIOR. -�--
2.NEW FINISHED FLOOR TO MATCH EXI5TIN6
_ _ _ _ _ a_ _ I E15 _ _ J LU
BT NEW GUTTER
5 PROPOSED
3 �w
'i SEE SPECIFICATIONS AT ELEVATION NOTES4' 3'-5" COVERED �y' 4'-2" 41-3"
RAFTER CONNECTION AND 5LOPIN6 JOIST HANGER: 3 PORCH r _ _
O NEW FLUSH FTER TAIL5 TO BE CUT AND EAM WITH 51MP50N BA210X HANGER ATTACHED TO A-4o1 NEW 2 b.GJ.e0 S.F. NEW 2"Y b"r- I71 E " I " PROJECT:
SLOPED TO MATCH RAFTER PITCH. .D 0 Ib G����_ 0 Ib O.G. DROP BEAM
O BEAM
M HANN BEAM HANGER LU526-2. INSTALL PER NEW(2) 2"xl0" P.T - -
DROP E3EAM _ 9 _ _ = J I P R O C H I L O
MANUF. SPECIFICATIONS.
aA NEW M HANN BEAM HANGER LU546-2. INSTALL PER NEW (2) I."15"x4.25"
DROP BEAM 8 ADDITION
WRAPPED IN A-401
MANUF. SPECIFICATIONS. WEATHERPROOFING
NEW ROOFING:
HATCHED AREA INDICATES NEW ROOFING AREA. SEE
toE SECTION FOR MORE DETAILS $ 4174 PECONIC BAY BLVD
ct-
LAUREL NY 11948
ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL ,AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING STRAPPING
DETAILS.
SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME IMANUFACTURER DRAWING TITLE:
* FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIIDED BY WINDOW MANUFACTURER
CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS PROPOSED FIRST FLOOR PLAN
WINDOW CHART
EGRESS CLEAR LIGHT VENT
ROUGH OPENING WINDOW DIMENSION OPENING PRO\/. PRO\/.
TAG COUNT TYPE MODEL # WIDTH REOV: 20" TEMP. PER UNIT PER UNIT
REOV: 24"
WIDTH HEIGHT WIDTH HEIGHT OPENHREOV: 5.-1 S.F. (S.F.) (S.F.)
PAGE:
A I CASEMENT GXWI3 3'-0 �" j 5'-0 2'-11 2'-11 i" 3.06 5.62 5.05
B I DOUBLE° HUNG TW121042 3'-ok 4'-4j" 2'-11i" 4'-4j" 4.55 [778.5 4.5A-m103m00
-IF
BT I =DOU5LE HUNG TK21042 3'-O�" 4'-4j" 2'-119" 4'-4j" 4.83 N 8.81E: 4.5
DATE: 01/13/26 7 OF 11
DOOR SCHEDULE
DOOR MATERIAL FROFOSE� FIRST FLOOR IFLAN
FIRE RATING 1804 S.F. GOND 1 TI ONE1D FLOOR AREA I �i I�i S.E. O ROSS FLOOR AREA SCALE: I/4" = I'-o" ���``'c,�,�
TAG DESCRIPTION MANUFACT'UREP, p Q N 45 MIN. RATED NOTES i .�
WIDTH HEIGHT Q SELF-CLOSING
FIRST FLOOR
FRONT DOOR: h Fz�, ,EL
101 THERMATRU 3-O 6-8 • NSINGLE 5WING ��� IGHTS
102 -]F--INTERIOR DOOR:IN JELD-WEN 2'-6" 6'-8" � E F �A
SGLE 5WING "'s
105 INTERIOR DOOR: JELD-WEN 2'-4" 6'-8" •
SINGLE SWING
5EI `1EAL
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.G. 5TL.
EXISTING TO REMAIN WHEN APPLICABLE)
Q
NEW FOUNDATION WALL
NEW WOOD FRAME (L.G. w
5TL. WHEN APPLICABLE)
J �
NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL
OO FRAME (L.G. STL. P05T FOR 4" WALLS
N. (2) 2"x6 O-
" STRUCTURAL N
C �W D (MI
WHEN APPLICABLE)
P05T FOR 6" WALLS), U.O.N. r- (.0
NEW 2-HR FIRE RATED
WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL N O
WHEN APPLICABLE)
c T Z 4
o 0 co
0 o m
FLOOR PLAN NOTE:5 r
N o Lo
Q 0.
DOOR NOTE:
Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT
ON PLANS BY 'JE:LD-WEN' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT
ON PLANS BY 'THERMATRU' (OR EQUAL).
5.NOTE DOES NOT INDICATE EACH NEIN DOOR
PROPOSED;SEE DESIGNATIONS 4 DOOR 50HEDULE.
4.PLACE DOORS 4" MIN. FROM PERPENDICULAR
WALL5, U.O.N.
5. INSTALL AS PER MANU 5PEC.'s
6.PROVIDE (2) 2NIO" HDR., U.O.N.
'T. SEE PAGE 6-005 FOR ALL OTHER(FRAMING
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N.
OSTAIR 4 RAILING NOTE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ },
I. ALL NEW STAIRS SHALL HAVE MAK 8-1/4" RI 4 MIN, 10
Tr - R15ER5 SHALL BE CLOSED ■
2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS 5HAL1L M
NOT EXCEED THE SMALLEST BY MORE THAN ". W
5. HEADROOM IN STAIRWAYS SHALL IBE AT LEAST 6'-80.
4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS:
4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. ■
4.2. SELOW HANDRAIL, RAIL ON ONE 51DE: 51.5" MIN.
4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MINN.
5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN
ONE SIDE OF EACH FLIGHT OF STAIRS CONTAININ6 FOUR
OR MORE RISERS, AND WHERE SHOWN ON PLANS. I L
6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED
WALKING SURFACES LOCATED MORE THAN 50" ABOVE
FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLAMS.
1. 56" HIGH GUARDRAIL 4 SPINDLE SPAGIN NOT TO n�
HALLON AND"A55AOE OF A 4" 4' 5PHEIZE;56" HIGH I W
L. n
8. 6RIPPABLE RAIL AS PER CODE.
q. RAILING TO BE PVC.
WINDOW NOTE:
O I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN 400
SERIES CASEMENT, DOUBLE-HUNG,OR GLIDING (AS
NOTED). INSTALL AS PER MANU. SPEC.'S.
2.NOTE DOES NOT INDICATE EACH NE1N WINDOW PROP05EL7;
SEE DESIGNATIONS 4 WINDOW SCHEDULE. L
5.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS
AND DOORS ON PACE 6-002.
4.ALL CASEMENT KNVON5 TO HAVE STRA16HT
ARM HIN6lE.
5. ALL DOUSE HUN6 WINDOWS TO BE TILT KASH
6 IN FOR ALL 5KYLIGH 5
6.1. SHALL 4 OPERABLE PANELS OF
SKNOI G,��DI�, 4 BIFOLD DOORS
6.2. N
6.5. WITHIN 24 OF A DOOR
6.4. WITHIN STAIRWAYS 4 WITHIN 56 OF A LANDING
6.5. WITHIN TUB/SHOWER ENCLOSURES
6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002
1. SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND
WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM
(2) 2NIO" HEADER U.O.N.
8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER
NY5 R512.2 FOR OPERABLE NINDOP45 WITH SILL HEIGHT
LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72"
ABOVE GRADE OR THE ADJACENT SURFACE AT THE
BUILDING EXTERIOR.
EGRESS NOTE:
IN COMPLIANCE WITH NEW YORK STATE BUILDING
CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF ��0
ECRE55 SHALL BE FOLLOWED:
NET CLEAR
NET CLEAR HEISH1T................ 24" MINIMUM I EXISTING
NET CLEAR WIDTH................. 20" MINIMUM
ONEW ATTIC, ACCESS
PROVIDE ACCESS TO NEW ATTIC THROUGH EXSITING ATTIC
HATCH AND ATTIC SPACE
Z
NEW PLUMBING FIXTU F RES: I 0
5 ALL NEW WITH PLUMBING FIXTURES TO COMPLY PG 405. -
O I W
SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. -
L - - - - - - - - - - - - - - - - N U
NEW O FLOOR: - - - - --v
- - - - - - - - - -
NEW 2NIO" R.R.
I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW);
5CREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - - - - - - - - - - - - - -
INTERIOR. = - -
2.NEW FINISHED FLOOR TO MATCH EXISTING
ONEW GUTTER -1-1 _--
SEE SPECIFICATIONS AT ELEVATION NOTES
RAFTER CONNECTION AND SLOPING JOIST HANGER::
O EXISTING RAFTER TAILS TO BE GUT AND ATTACHED TO 10 PROJECT:
NEW FLUSH BEAM WITH 51MP50N 5A21OX HANGER CUSTOM
SLOPED TO MATCH RAFTER PITCH. = L
Oq BEAM HANGER: PROCHILO
- NEW 2 xlo R-R.NEW SIMPSON BEAM HANGER LU526-2. INSTALL PER
MANUF. SPECIFICATIONS. ® I6" O.G.
qA B MPEP,HANNAI 501 AI 50I
BEAM HANGER LU546-2. INSTALL -
NEWADDITION
MANUF. SPECIFICATIONS.
NEW ROOFING:
to HATCHED AREA INDICATES NEW ROOFING AREA. SEE 6:12 6:12
SECTION FOR MORE DETAILS - p� 4174 PECONIC BAY BLVD
L - - - - - - - - - - - - - - - - - - o LAUREL NY11948
__= - - -
113
DRAWING TITLE:
6 PROPOSED ROOF PLAN
X Q
NEW 2N5" R.R. N NEW 2"x8" R.R.
E31 ® 16" O.G.
PAGE:
PROPOSED ROOF PLANA-104MOO
DATE: 01/13/26 8 OF 11
t e °'`_ }
e ,y
ELEVATION NOTES
OI HATCHED AREAS INDICATE NEW WORK (TYP)
Q
OTYPICAL ROOFING:
I. SEE NOTE AT BUILDING SECTION FOR MINIMUM
CONSTRUCTION STANDARDS
2. FINAL COLOR OF ASPHALT SHINGLES TO MATCH
f�
EX15TINO Q M
TYPICAL SIDING:
�
O I. SEE NOTE AT BUILDING SECTION F C OR MINIMUM a)
CONSTRUCTION STANDARDS
2. H.O. TO VERIFY FINAL COLOR OF CE7<TAINTEED CEDAR
O .� r (D
IMPRESSIONS T' DOUBLE-STRAIGHT ED6E SHAKE SIDING
N O
NEW 5" SEAMLESS GUTTERS 4 DOW1y5POUT5; WHITE 4
c L2 Z 4
OO YINYL (TYPJ XO 0
NEW WOOD FRAME PORCH $ STAIR0 4-
O5 H.O TO SELECT FINAL FINISH COLON: OF 6" KILNLo
DRIED CEDAR DECK BOARDS C N N
Q
ONEW LATTICE 4
AS PER LATTICE DETAIL
O NEW PVC STAIR RAILING
N
8 8
8 TYPICAL 5/4"x 5 1/2" 'AZEK' W FEW -4)
(OR : -;�Dx I 1�?w lol IF-- 11
O I. PROVIDE AT ALL WINDOW AND DOOR TRIM � U BT o B
d
4-1
F.F. / ` ■
M
5 b •
U c:
NORTH ELEVAT I ON (FRONT) Q to
SCALE: 1/4" = 1'-0" n W
O Lu
� Z
W
U
SOUTH ELEVATION (REAR) w
SCALE: 1/4" = 1'-0" o
PROJECT:
PROCHILO
ADDITION
2 2
4174 P ECO N I C BAY B LVD
- LAUREL NY 11948
- - � -- - - � - DRAWING TITLE:
— -- PROPOSED EXTERIOR ELEVATIONS
4
OO \\ PAGE:
A-201m00
o � �p
■ H
O — — DATE: 01/13/26 9 0 F 11
F.F.
L:2
-
NEST ELEVATION (R I O HT S 1 DE) EAST ELEVATION (LEFT SIDE)
SCALE: 1/4" = 1'-0"
SCALE: I/4" = I'-O"
BUILDING SECTION NOTES
NEW ROOFING NOTE (TYP.):
OI I. INSTALL NEw ASPHALT ROOF SHINGLES. EL
2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TOE
24 FROM INSIDE FACE OF 5TUD WALL AND AT VALLEYS
5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT
(OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS Lij
FOR PITCHES FROM 2:12 TO 4:12, OVER
4.I/2" GDX PLYWOOD SHEATHING (E3LOCK ALL SEAMS)
5. GAP SHINGLE OVER RIDGE $ HIPS (AS REOV) y)
Q
(b.PROVIDE RIDGE VENT (AS REav) N� Lf)
1. FLASH ALL VALLEYS O
S.INSTALL DRIP EDGE AS REOV O
cl. INSTALL ALL AS PER MANU. 5PEG.'s CO
PROPOSED RIDGE HEIGHT —
O -----------TYPICAL ROOF $ CEILING CONSTRUCTION: ELEv. +17.4' -------
------ ---- O � z
NEW ROOFING AS NOTED
1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYW17 (B CN
2 X N Y
SEAMS) P�P� �A
R.R.,G.J., 8 G.T. AS NOTED ON Pl-AN5 (® SPANS OVER ��p� Rp 4s I O O m .� �
Lo
5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N)
R-55 BATT INSULATION P e p� O N
.0 4-PROVIDE 2 THK. SPRAY FOAM INSULATION ® EAVE5 P� �� m 4N Q 0- 0
PROPOSED
NEW EXTERIOR HALL CON5TRUC:TION (TYP.):
O3 ATTIC
HOUSE MEMBRANE (SEE SIDING NOTE FOR 5PEG.'S) UPON 2
I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWID PROP. G.J. AS PER PLAN
SEAMS) UPON
2"x&" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE
MIN. R-5I.5 SPRAY FOAM CAVITY INSULATION (4.5"
THICK ® R--1/INCH)
5/8" 6YP5UM BD. WALL FINISH
NEW SIDING NOTE (TYP.):
I. INSTALL NEW VINYL 5IDIN6 AS PER ELEVATIONS UPON
O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5 `� 4-1 _
5.EXTERIOR WALL CONSTRUCTION .4%5 NOTED SEPARATELY
4.INSTALL ALL AS PER MANU. SPEc:.'s •
5. PROVIDE ALL NECESSARY TRIM FOR PROPER ^,
INSTALLATION PROPOSED FIRST FINISHED FLOOR W00
MODIFIED PROPOSED
6.SIDING SHALL EXTEND TO TOP CF FOUNDATION WALL. ---- - -
ELEV. +2.5'TYPICAL FLOOR GONSTRUGTIO'V KITCHEN 5 005ET 4-1: �_
O I. FINISH FLOORING TO SELECT PROP. F. . AS PER PLAN
2. 5/4" T t 6 GDX PLYWD. 5U5FLOOR GLUED +s: SCREWED)
5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTA LL
'X' BRACE ® MIDSPAN r ,
4. MIN. R-50 (ONLY BETWEEN FIRST FLOOR AND BASELINE (AVERAGE GRADE) : V
FOUN ELEV. +O.O' - in PROPOSED
DATION) .—
5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISiTS oz
GRAWL5PAGE ------_—_ m CRAHLSPACE ''^^
V♦
ELEV.
SCALE: 114" = I'-O"
z
w
4" FRESH AIR VENT v
THROUGH ROOF
I
I
I
O 511
I PROVIDE "ABESGO FP200 I !L w
I EXPANDING FOAM" (OR EOU O
Q
sQ NOTE: �
V 1 AT ALL PENETRATIONS IN F U IL O
ALL PLUMBING d
k RATED WALL5 AND NOTE O
FUEL OAS WORK PROJECT:
Q I FLOORS/CEILINGS. PRODUC ALL PLUMBING WORK V, SHALL CONFORM
I CONFORMS TO A5TM E 514, Q SHALL CONFORM TO 0 TO LOCAL
ASTM E 84, AND UL 14,q LOCAL PLUMBIN6 CODE k PLUMBING GORE p R 0 C H I LO
I Q FUEL OAS
I
ADDITION
I
-21, ------- ------- 2" PIPING PENETRATIONS:
___ _ ----------- -------- NOTE: EGEND I. PROVIDE "ABE5G0 FF200 FR
r- - ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) 4174 PECONIC BAY BLVD
I SHALL CONFORM TO ----- SUPPLY AND
AT ALL AND FLOORS/.GE PENETRATIONS
AT WALLS LAUREL NY 11948
LOCAL PLUMBING CODE
0 I fx 2.PRODUCT CONFORMS TO ASTM E
O 12 O GOLD WATER O SI4,ASTM E 84, AND UL I4-101
I I GLEAN OUT O ~ - - SUPPLY O
A5 REO'D q° ; DRAWING TITLE:
I EXIST. F.A.I. TO 1 ' PROVIDE "ABE500 FF200 FR
REMAIN � I EXPANDIN6 FOAM" (OR EQUAL) VENT BUILDING SECTIONS
I jv _ AT ALL PENETRATIONS IN FIRE PLUMBING RISER DIAGRAMS
M14.
I RATED WALLS AND RANGE
DW cVl i" FLOORS/CEILINGS. PRODUCT GAS RISER DIAGRAM
G.O. DH CONFORMS TO ASTM E 8I4, m REGULATOR
G.O. ---- ASTM E 84,AND UL 14'i9
-------------------------
L..-..-..-.. ......... _.._.._.._.._.._.._. _ o
G.O. 4 _ I GAS SUPPLY PAGE:
4" HOUSE 1 I
MAIN DRAIN G.O. 1
1 I TO STREET
TO GAS A-30loOO
1 (-WATER MAINL MAIN
4 TO SEPTIC z
SYSTEM CONNECT TO
Q N EXIST. WATER DATE: 01/13/26 10 OF 11
IO � SUPPLY SYSTEM
o Cf� Ai? ,
FLUME3 1 NO RISER - r7)RA I iN / NA57E / VENT FL.UME3 1 NO RISER - SUFFLY OAS RISER - SUi=f=LY
SCALE: NT5 SCALE: NT5 SCALE: NTS
Q
0
w
0 EXTERIOR SHEATHING AS W
0 / PER SECTION NOTES J M
51DING MATERIAL AS Q +r N
o o PER SECTION NOTES C 0)
BUILDING PAPER $ HOUSE WRAP O 0 TO FULLY OVERLAP FLASHING _ -�
1 N . O
Lo"Z" FLASHING _C T—
Z �-
5/4"xb" P.T. DECKING . 3 X Y N
N.O.N. ON PLAN/ 0OAFFOR
O ,
j DRAINAGE SECTION/DETAILS) CO O m a- CO
C O + Lo
- C N 0 -
Q O
METAL DTT DECK TENSION
0 0 o JOISTS A5 PER PLAN FASTENED w/(2) FLASHING TIE BY '51MP5ON' (OR
o 0 0 5/5" (P x 5" LONG HEAVY DUTY GAL. EQUAL) /�
o LAG, BOLTS ® I6" O.G. INTO MUD SILL d W
o o o RIM BD.; WHEN ® FOUND. WALL FASTEN COUNTER
0 0 o w/(2) 5/8"O x 5" LONG APPROVED FLASHING P.T. DECK JOIST
MASONRY ANCHORS ® I6 O.G.
FOUNDATION WALL 5 R PLAN
I. CREATE WINDOW OPENING 2. APPLY WATER-RE515TIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESI5TIVE BARRIER 2 �, �� GONNGT I ON 1� T I L
GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS /�`
AND 51DE5 OF WINDOW OPENING A-40
1.00 W co
SCALE: I" = I'-O" ��
NATER—RESISTIVE 5ARR I ER NI Nr7>ON FLASH I NO (EXTER1 OR 1700RS FROM N I NDON MANUFACTURER)
A-401.00 Q (n
SCALE: NTS
HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS 2
PROVIDE STEPPED FOUNDATION WALL5 6'-0" OR GREATER IN HEIGHT WITH
ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS:
GUARDRAIL NEW #4 CONT. HOR. REBAR 6'-511: #4 REBAR® BOTTOM, MIDDLE, # TOP OF WALL (5 TOTAL)
(5'-0" MIN. PER GORE) PROVIDE 3" (MIN.) GONG. COVER ® TOP $ BOTTOM OF #4 REBAR® BOTTOM, MIDDLE THIRDS, 8 TOP OF WALL (4 TOTAL)
(MAY OMIT GUARDRAIL FOR OF ALL 5" (MI WITHIN P. GONG. NEW P. GONG. FOUND. FOUND WALL (2 TOTAL)
DECKS <50" ABOVE GRADE FOUND. WALL5 E P. GONG. FTG'5. PROVIDE STRAPPING $ NAILING WALL (MIN. 4,000 PSI)
AS PER CONNECTION 'D' IN
"TYPICAL NAILING/STRAPPING
PROVIDE 5'-0" HIGH HANDRAILS AT PROVIDE INSULATION REOUIREMENT5 FOR UPLIFT, NEW #4 VERT.
STAIRS w/ FOUR CR MORE RISERS BETWEEN CAVITIES SHEAR, b LATERAL RESISTANCE" EXIST. FOUND. WALL REBAR ® 48" O.G.
PER ENERGY TABLE ON PAGE G-005 ® EA. STUD.
MAX. 4" BE EDGES (WHEN APPLICABLE)
OF 1-1/2" 5OUARE BALUSTER aA:° �, < , _.. A n
SIMPSON H2.5A RAFTER (STYLE TO SELECT) NEW (2) 2"x6" P.T. SILL PLATES NEW #5 HOR. REBAR <n n ' ° A ° a 4 t1 Q • . . • .dA d a a d tl . . •R '
TIE (OR EQUAL) FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER SPACED VERTICALLY === 1=====_________ -- -_--- II _____�=====a=T__ _ _______ --
TIE ON PLAN TERMITE SHIELD 121, O.G.;DRILL $ PIN A `d '.. 911 e • �- --- -° - �II� e . °----^ d .' .
5/4"xb" P.T. DECK i 4" INTO EXIST. FOUND. II a ° °" °. ° II an d •° A a° . e ii'•° d d
GRADE
BOARDS _ '_I I ° a
WALL U51NO OUIKRETE .e d • II
H I GH-STRENGTH c= ____ ° e • d • .. : °a '.
NEW 5/8"c7 HOOKED ANCHOR ANCHORING (OR d♦ I I ° ° ° ° a a e a d Q1I
� • .•
BOLTS ® 89" O.G. w/5" SQUARE EQUAL) ° • II. °° a a 'II ' • ° de, • I ed. A
WASHER b ENDNUT a I • .. e e a d . . "..a° II a dd d a . a,d 41
ASPHALT DAMP d• " '. d 1 1 d •. I I e
(2) 1/2"0 HOT DIPPED GALV. - Z . ) PROOFING TO EXTERIOR = -_=__ II :d. . d 11 a Z
BOLTS ® EA. POST w/ OVERSIZED #4 HOOKED VERT. i-- f*�\ 11 ° II
P.T. D.J. AS = Z = --WASHERS # END NUT PiREBORED REBAR ® 48" O.G. ° a1 I 4 y 'q 6 d 11 a d a • a d I I,
PER PLAN cV- INTO BEAM, POST, DECK TIE _ e
RIM BOARD A55EMBELY a 11, GRADE ° MIN.1 ' II d • A• A. d
_ #4 HOR. CONT. REBAR ® TOP 8 II - I - • d 411 d. ' e . If ----- ---°-- ° II°° •�_ i
z _ P.T. BEAM AS NOTED BOTTOM OF WALL (2 TOTAL) I I' j 81 I I _ I I I I I ° . d' • " a d n -° A
cV - SOLID BLOCK ® 12 O.G. IIII' • ",
P. GONG. FOUND. WALL °
(2) SIMP50N DJTI4Z (I) I/2"0 H.D. 6ALV. THRU (MIN. 4,000 P51) I� �- • ` . _ • d �1 __ • II °
�� a a ° 4 °• ° IIII _--
BOLT w/OVERSIZED WASHER I - : I I n 1111° a II.DECK JOIST TIE ®� d ♦A _ �- d
P. GONG. CONT. FTC. , II Q- Z d a ". al I° ° e e I(1 ad ♦ u
EA. POST 4 END NUT PREBORED INTO (MIN. 4000 PSI) 1 - ' a II e. ° II JIIP fn
P05T $ DECK JOIST TIE ° Ip IIII A d ' II
"EiI MPSON" ABA44 (5) #5 HOR. CON . REBAR ` .11 - p- c= ___=c 'l l a F T n T - - a d° V.I.F. NUMBER OF STEPS REQUIRED W
® COLUMN BASE
II. i_ NEW#5 HOR. REBAR 1I • • ° All IIII g
�ry ::f::�4"x4" P.T. POST 4" P. GONG. SLAB II°. .' ttl (3 TOTAL) - DRILL # `.d° II a all II' IIII "PIN b INTO EXIST. II d s II° e - PROVIDE 5" (MIN) GONG. COVER
II GRADE n < ',.', a c • �a11 A I FTC. HIGH-STRENGTH AII' 8 = n III d -fr-- -__y --� OF ALL REBAR WITHIN P. GONG.
- - _ ANCHORING EPDXY c= _*___� <.110 '.'
I I FOUND. WALL5 $ P. GONG. FTG S.
12"� 'SONOTUBE' FILLED o J1 p - (OR EQUAL) a °. ._ a __ _ NEW #4 BENT VERT. REBAR ® I6 O.G.
' ��( �J
SOLID w/P. GONG. oll 6 MIL POLY • � � ��_�_ a = _
(MIN. 4,000 PSI) p Z MOISTURE RETARDER 1111 11 ° a HOOKED BENEATH HORIZ. REBAR
O 4" GRAVEL BASE 511 I 3" 6
ui
° NEW Ib" WIDE x 8" DEEP. P. GONG. Q
DE e ♦ �_•
STEPPED FTC. (MIN. 4,000 PSI)
0 o I I I ( m q NEW #5 HOR. REBAR (3 TOTAL)
PROJECT:
0
MIN. 3 MIN.
EXIST. FTC. P R O C H I LO
EXTERIOR V4001� r7)EC< 17F—TA I L 4 FOUNDATION NALL 17ETA I L � STEFFEID FOOT I NO I7ETA I L R D ITI O N
A-401.00
A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = 1'-O" SCALE: 5/4" = I'-O"
4174 PECONIC BAY BLVD
LAUREL NY 11948
DRAWING TITLE:
PERMACA5T COLUMN A5 PER
PLANS; INSTALL AS PER MANU. DECK BOARDS P.T. DECK JOISTS AS DESIGN DETAILS
NOTED ON PLANS
SPECIFICATIONS
N 5/4" x REQ'D
GRADE HEIGHT P.T. RISER ° o o '51MP5ON' H2.5A p9 R
� h 5/4"xb" P.T. - - - - --- -- -- -
RAFTER TIE R
12"0 15ONOTUBE' FILLED 'II II•' DECK BOARDS
50LIM w/ P. GONG. II II '
2"x BLOCKING ® EA. G.J. AS PER PLAN PAGE:
(MIN. 4,000 PSI) If Ii . STRINGER TO MATCH 51ZE (WHEN APPLICABLE)
11:j1 NOTE:
OF P.T. DECK JOISTS
(2) #5 BENT REBAR j1 I HANDRAIL TO BE PROVIDED WITH FASTEN STRINGER TO NEW "SIMPSON" A-401m00
_ (4) OR MORE RISERS
BLOCKING (MIN. 6 LU526 GALVANIZED
FASTENERS) FA501A BOARD
• J t .; , _, J015T HANGER
NEW 24"x24"x12" If 1V ': NoIrp)
m
1• •: II „ " " 11 BEAM AS PER PLAN DATE: 01/13/26 11 O F 11
GI
DEEP P. GONG. PAD c�J LI-- ., 2 xl2 P.T. STRINGERS ® I6
FTC. (MIN. 4,00o P51) 4 THK. x 8 WIDE x WIDTH O.G. (MIN. 5 STRINGERS
�— =TT y OF STAIR P. GONG. PAD EA. STAIRWAY)
I m LUMNS AS PEP, PLAN
NEW (5) #5 HOR. w/ "SIMPSON" PPERMACAST o 64 (FOR 5 PLY BM)
REBAR UPON (5) #5
OR "SIMPSON" BG52-2/4 (FOR 2 PLY
HOR. REBAR (6 TOTAL) 2"x6" P.T. BLOCK IN BETWEEN NOTE: BM) POST GAPS
EA. STRINGER. FASTENED TO ALL DECKING SHALL BE FASTENED ►�
P. GONG. PAD w/ I q/64" x m ep
w/ COATED DECKING 50REW5 BY C ` F•, b �:
3-1/2" CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL)
GALIBURN (OR EQUAL) - MIN.
(5) SCREWS PER BLOCK 10" MIN.
GRADE GRADE g
>r, i�ERMAC%SST GO,LUMN 17ETA I L —� EXTERIOR 1�10017 STAIR 17ETA I L 8 PORCH I�ETA I L
o�
A-401.00 — I �� �• �� C.
�' at
SCALE: 5/4II - I -OII A-401.00
SCALE: 5/4" = 1'-0" A-401.00 SCALE. 5/4" = P-O"