HomeMy WebLinkAbout53155-Z TOWN of SOUTHOLD
BUILDING DEPARTMENT
SOUTHO►LD NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OFAPPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 53155 Gate: 07/29/2026
Permission is hereby granted to,
Jeffrey Scharadin
Po Box 1856
Southold, NY 11971
To:
Legalize an "as built"unconditioned screened porch addition to a single-family dwelling as applied for.
Additional certification may be required.
Premises Located at:
4408 old North Rd, Southold, NY 11971
SCTM# 55.-2-8.9
Pursuant to application dated 07/09/2026 and approved by the Building Inspector.
To expire on 07/28/2028.
Contractors:
Required Inspections:
Fees:
As Built Addition/Alteration $682.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $782.00
Building Inspector
f y M vm+ ;wi"nGp4
TOWN OF SOUTHOLD BUILDING DEPARTMENT
Town Hall Annex 54375 Main load P. C). Box 1179 Southold,NY 11971-0959
y I���
Telephone (631) 765-1802 Fax (631) 765-9502 w Nw,.so i h l t wn"
Date Received
APPLICATION FOR BUILDING PERMIT
I �
11 rr.=
For Office Use Onl i
I � 1
Y
t
PERMIT NO Building Inspector,
r 2026
�
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the AppO ant is not the owner,an
Owner's Author�tion form(Page 2)shall be completed.
------------------------
Date:
OWNER(S)of PROPERTY:
Names — SCTM # 1000- 055, ► 0 O-Z r 00 J ; 0 0
Project Address: l YZ c)d
Phone#: (LPS\ qVI Z Email CJ �C- I tlr-Ct (G'1 6VrP 0-V(J/JLX
Mailing
ilin Address. +C"0 r1
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PCB Box 152 Mattituck NY 11952
Phone#:031 603 9092 Email:bepperson@amparchitect.com
----
DESIGN PROFESSIONAL.INFORMATION:
Name:Anthony Porti l to
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Email:apoillo am archrtect.comPhone#:631 503 9092
CONTRACTOR INFORMATION:
Name,-
Mailing Address,
Phone#: Email:
DESCRIPTION of PROPOSED CONSTRUCTION
j
Cl New Structure ❑Addition ❑Alteration ❑Repair ❑ Estimated Cost of Project:
Demolition
other
$
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Ye%,_ kNo
U-t 53 � 55 -
S
SITE PLAN HATCH KEY:
Sri-�-817
® PROPOSED BUILDING ADDITION
® PROPOSED ACCESSORY STRUCTURE
a
FROF05ED 2ND STORY
W
W
J co
w co
� C �
O = �
O
T pit ., �..,�,ytwsr ran A.... rs�,�... .es;.0
cu
k
" PROJECT LOCATION & SCOPE 00
ul
cu
SITE PLAN & ZONING DATA O
ter' A —;^ T,".ad",a,.F t 'Y. .a .•w �„ ar { ' f
,:� GENERAL NOTES
... y 1J
T STRUCTURAL DESIGN CHARTS
240,8O' NO5°0�1'10"E ---- ,+�
-------------..�---�------------•--- ----- -��
rr.. '1 `'�- -'-- M -OOP.O®
r— I -- ». ----A s , ,. _ HOEDOWN, ANCHOR BOLT,
STRAPPING, & NAILING DETAILS U
FASTENING SCHEDULE /\D
GRAVEL ROAD :4."° i::.:t•j. `'' ti +:. .a. ' •� ^, .L� ----�.fyl r. " . Yf' ,pT' �/ 00�.00 FRAMING GRAPHICS
BEAM CONNECTION PATTERNS • —
ps4
. " FIREBL
5O' RIGHT OF-WAY --------------------------- --------- �� . . '' OCKING DETAILS
PROPOSED FOUNDATION PLAN i..
I � PROPOSED FIRST FLOOR PLAN • —
LOTION MAP PROPOSED EXTERIOR ELEVATIONS W nn``
x
SCALE: NTS
1 cl
I I
60' FRONT SETBACK
----------------------------------
----
r---------I p
o
-AS-EUILT COVERED SCREENED FOi"'GH ADDITION TO EX I STI NO
o f z I TINO STOR%r C1NELL I NO
X I M
w
0 EXISTING u
COVERED
m I PORCH
�� �� DATA :
b EXISTING WD. p ' PROJEGTT / ZONINC DATA
FR. 2 STORY cv
HOUSE m
1 / 5.E. TAX MAP # 1000-055-02-008
Idj v' I ZONING V15TRIOT R-50 G
CHIM. U'
rn I LOT ARREA 2.0 ACRES
Lu rn I GofO - ,Z-28028 10/25/2001
Ip A5-BUILT I Z
SCREENED PORCH
W
A5-BUILT A5-BUILT
CONDITIONED OR055 0
AREA AREA v
I1 I m
� SGREEMED PORCH AREA O S.F. 182 S.F. m
I I
O � AREA TOTALS O S.F. 182 S.F.
Lu
N 75' REAR SETBACK
1 ------- ---- --------- -- ---------------------------------------------------------1---------
`� j PROJECT:
LOT 00WERAOE
'I SDUTHOLD TOWN GODS 280-15 SCHARADIN
4o" DESGRI'IPTION (FOOTPRINT) AREA LOT RESIDENCEGOVERAOE
iI TOTAL ]LOT AREA 87,142.0 S.F.
' 4408 OLD NORTH RD
EX15TIN40 2-STORY HOUSE 1,228.0 S.F. 1.4%
EXI5TIN40 COVERED PORCH 536.0 S.F. 0.6% SOLITHOLD, NY
I AS-BUILT SCREENED PORCH 182.0 S.F. 0.290
L--------------- -—-—-—-—- --------------y----J DRAWING TITLE:
240.78' S05°53'20"W TOTAL ,AREA OF ALL STRUCTURES 17 Ici46.0 S.F. 2.2%
PROJECT LOCATION &SCOPE
MAXIMUM LOT COVERAOE ALLOWED: 20%
SITE PLAN & ZONING DATA
ZONING FEGULATIONS MAIN BUILDING PAGE:
SOUTHOL'.D TOWN GODS 280-I5 G-001m
EXIST. PROPOSED COMPLIES 00
MIN. FRCONT YARD 60.0' 114.7' 114.7' YES
DATE: 07/08/26 1 OF 5
MIN. 51D�E YARD 20.0' 67.6' 67.6' YES
MIN. 001'MBINED 45.0' 188.8 158.5 YES
' SIDE YAR05
SITE LAYOUT NOTES:
I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 MIN. REfAR YARD 75.0' 148.2' 145.2' YES
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION MAXIM0M HEIGHT 55.0' 34.0' 34.0' YES
REPRESENTED ON THIS 51TE PLAN 15 TO THE
ARCHITECT'S BEST OF KNOWLEDGE. ,,y
2. SURVEY INFORMATION WAS OBTAINED `
FROM A SURVEY DATED 10/12/2001 AND C,
t
PREPARED BY: F. MIGHAEL HEMMER —.`.L �
N"
SITF- FLAN
SCALE: I" = IS'-0"
NOTES $ Sfi=F_G I f-I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55RE Y I AT I O I S
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS THE PROVI5IONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED.
T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO TREAD ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDIOWS SHALL NOT BE INSTALLED UNTIL PROPER
2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE 6" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BASE FLOOD ELEVATION INT. INTERIOR a
Q
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. ALL SLIDING 6LA55 DOORS, SKYLICHT5, AND ANY CLASS UNIT INSTALLED K KIPS
6ENERAL 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, (1000 LBS) 0
BLDG. BUILDING
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. Lu
APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING 5TRUGTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT,AS BM BEAM MANU. 5PEC.'5 MANUFACTURER'S 5PECIMCATIONS LLJ cu
APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL !BE INSTALLED IN STRICT ACCORDANCE WITH
J �
2. ALL E CONSTRUCTION CON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4• AT FLUSH FRAMING USE 16 6AOE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. B•O• BOTTOM OF MAX. MAXIMUM
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, Q N
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE GAUILKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM MECH. MEGHANIGAL C
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, &YP5UM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION GORE. b7
FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADING B.O.W. BOTTOM OF WALL MIN. MINIMUM O
AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.6. 6. PROVIDE FLASHING PANSi UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR = -O 0
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASSa-' UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 � NORTH AMERIGAN VERTICAL DATUM OF IQ88 Z 01
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONISIBILITY U.O.N. .I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN O O (�J Z O
OF THE OWNER/BUILDERINCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NYC BG NEW YORK CITY BUILDING CODE
7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NIECE55ARY FOR PROPER FUNCTION OF SUCH UNITS, CL co 1
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER T_ () '-
SHALL BE CLARIFIED WITH THE ARCHITECT/'ENGINEER BEFORE PROCEEDING 6. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 6. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 O O co = N
WITH THE WORK. &RADEMARK SHALL INCLUDE AN EASILY DISTIN&UISHABLE MARK OR SHOULD BE GUARANTEED B'Tr THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBE. DOUBLE OCC. OCCUPANCY - (1
6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE g ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE -c p � �
P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. q. ALL WINDOWS TO BE ANDPER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG J N O
UNLESS APPROVED BY THE ARCHITEGT/ENGINEER. ANOTHER WINDOW MANUFAC-TURER, IT 15 THE RESPONSIBILITY OF THE Q 0 d u O
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN& SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMEN51ON PBFE PRELIMINARY BA5E FLOOD ELEVATION
7. CONTRACTOR TO VERIFY DIMENSIONS Of: FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE GHARAG7ERI5TIGS OF 77HE ANDERSEN WINDOW SPECIFIED. THE
BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS fFOLLOW5, BUT NOT LIMITED TO: DE516N PRESSURE, D.J. DECK JOISTS P. GONG. POURED CONCRETE
6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS
APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIES U51NO PREFABRICATED REQUIREMENTS. EA. EACH PL
g . PLATE n ,
. DO NOT SCALE DRAW THE PROVISIONS OF A5TM P5055
INGS, WRITTEN DIMENSIONS TAKE PRECIEDENCE WOOD I-JOISTS SHALL MEET 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD W
11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING
NAILING AS PER FA5TENIN& SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED 6LA55.
10. OWNER/BUILDER ARE RESPONSIBLE FOR. ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE II, EXTERIOR 6LAZIN6 IN BUIILDIN05 LOCATED IN WINDBORNE DEBRIS REGIONS
APPROVED EQUAL. EVALUATION REPORT. SHALL BE PROTECTED FROMf WIND50RNE DEBRIS. GLAZED OPENING EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA PROTECTION SHALL MEET THHE REQUIREMENTS OF THE LARGE MISSILE TEST OF
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES A5TM Elggb AND ASTM E165*. 6ARA6E DOOR GLAZED OPENING PROTECTION EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF SHALL MEET THE REQUIREME:NT5 OF AN APPROVED IMPACT-RESISTANT
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF STANDARD OR AN51/DA5MA: 115. (NYS RC R301.2.1.2) F.A.I. FRESH AIR INTAKE RM. ROOM ' --
RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOCUMEN, THE
EXCEED 6'-O" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO PNOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. ROOF RAFTER
ORTH IN THE MANUFACTURER'S NOT LE55 17HAN " AND A SPAN OF NOT MOP 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET F CODE EVALUATION REPORT. A THICKNESS OF E THAN 8' SHALL15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT STL. STEEL -�--J W
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED ATTACHED TO THE FRAMIN&i SURROUNDING THE OPENING. PANELS SHALL BE �
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED IWITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT
RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 5GHEDULE AS &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ACCOORACE METHOD SELECTED IN ACCORDANCE WITH TABLE
BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARRDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT ANDS THE ANCHORS SHALL BE PERMANENTLY INSTALLED ' `
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND 6ENERAL IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS TEMP GL. TEMPERED 5LAS5 V
LIABILITY INSURANCE. ALL SHALL COMPLY' WITH STATE AND LOCAL CODES 0. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 6YFSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. THICK
AND ORDINANCES.
GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF GYPSUM WALL BOARD ASTM G36 SPEGIFIGATION FOR GYPSUM I. GYPSUM WALL BOARD 5YSi7FM5 SHALL BE OF A TAPE JOINT AND JOINT _
lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR A5TM 07q COMPOUND METHOD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAtR AFTER SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD.
COMPLETION OF PROJECT.
Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. ALL GYPSUM BOARD SHALLL BE I/2 ON WALLS AND CEILING, UNLESS TREAD
FR. FRAME Tr
A5 PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL VJ
MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF OTHERWISE NOTED. WATER FRESISTANT (W.R) AT BATHROOMS AND WHERE FRPR. FIREPROOF P. TYPICAL
TY
IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS TfHE OWNER, DEEMED APPLICABLE. Q
ARGHIMOVEN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING.
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLLUDINC ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 3. 5/6", ONE HOUR RATED,TYPE 'X' &YP5UM BOARD ON GEILIN6 AND WALLS FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.6 STRUCTURAL PANELS: (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OIR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING GYP. BD. GYPSUM BOARD VERT. VERTICAL
I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL
CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE EQUIPMENT, CONCRETE FLOOPR OR IF PLACED ON WOOD FRAME, INSTALL
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONCRETE PANELS OF 5/5" ITHICKNES5 MINIMUM. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
ITSELF INGLUDIN6 THE LOSS OR USE RESUL7'IN6 THEREFROM). (53) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 I) CONSTRUCTION AND
ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY
WHOLE OR IN PART BY ANY NEOLICENT ACTOR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P 4. FINISH JOINTS, J-BEADS, N,dAIL DIMPLES, CORNERS, AND EDGES SHALL BE 52) PERFORMANCE STANDARD FOR HDR HEADER w/ WITH
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INIDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS HNGR HANGER WD. WOOD
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACT5 ANdY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. TO DRY BETWEEN GOATS. FINIAL GOAT TO BE SANDED SMOOTH.
BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A.(LAMINATED
TRUS JOIST 2.OE DENOTES
EITHER
LVL
PARTY INDEMNIFIED HEREUNDER. B. &EOR61A PACIFIC 2.OE 6-P LAM LVL 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND A 5. METAL CORNER BEAD TO'BE USED ON ALL OUTSIDE CORNERS AND AROUND HOR. HORIZONTAL ZR ZONING RESOLUTION
PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ALL OPENINGS.
I6. ALL MATERIALS, ASSEMBLIES, AND METHOD , GONSTRUGTL-I N INGLUDIN6 A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
BUT NOT LIMITED TO FORM-WORK, BLOCK Y' SUP FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 6. FASTEN GYPSUM BOARD MS PER FASTENING SCHEDULE ON PAGE 6-003.
OF CONCRETE, ETC. ARE TO BE CAREFULLY' SUPERVISED BY THIE CONTRACTOR
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SFPECIFICATION5, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR TABLF- R501 .'-1
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM 'THE DRAWINGS 22• i-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEM FRAMING MATERIAL STANDARDS SECTION, THE 60VERNINC BUILDING GORE, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5
AUTHORIZATION OF THE ARCHITEGT/ENOINEE:R. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL &ROUND SNOW LOAD
CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A206.1 AND ANY 50 LBS
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP PRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE (p PER ASGE 7-22)
ALLOWABLE
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 5TRUGTURAL MEMBER
NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE DEFLECTION BASIC WIND SPEED 130 MPH
PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA Alg4.1 CELLULOSIC RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C206 STANDARD SPECIFICATION FOR L/I60
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKLE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B
21. ALL MATERIALS ARE TO BE INSTALLED ,AS PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED&E5.
SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN6 USED IN INTERIOR WALLS 4 PARTITIONS H/I60 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. WEATHERING SEVERE
22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK AGGES5I5ILITY• STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I
THE STUD LENGTH SHALL NOT EXCEED 2596 OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN& BUILDING CODE, AND ANY ADDITIONAL FLOORS PLASTERED CEILINGS L/360 FROST LINE DEPTH "
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION 3-O
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. ALL OTHER STRUCTURAL MEMBERS L/240
COPYRIGHT PROTECTION ACT OF IggO (AWC:PA),WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. TERMITE MODERATE TO HEAVY
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. ICE BARRIER REQUIRED YES
6ENERAL WIND PROTECTION CONNECTION NOTE' 5: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51DEWIAL NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240
CONSTRUCTION;S5TD 10-11q AND 2015 550 HIGH WIND EDITION WOOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6(ANY NAILING N
HEX BOLTS AND SCREWS (INCH SERIES). F-
CONSTRUCTION 5PEGIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING Z
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATIONd WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED EXTERIOR WALLS - WIND LOAD5 W/FLEXIBLE FINISHES L/120 w
FLOORS, UD5 AND ROOF FRAMING SHALL BE PROVIDED. 2.2.2. LAG 5CREW5: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2
SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEC.s). ASME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306+ OF IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES
26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DEBION
STRUCTURAL DES I CAN LO/�D5
BE USED IN ACCORDANCE WITH MANUFA��TURER'S REGOMMEPNDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION,
T NAILS E'XP05ED TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND
DIRECTLY THE WEATHER SUBJECT TO SALT NAILS IION IN COASTAL WALL w/ STEEL SHIMS 4 A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED CALVA�NIZED. SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® USE LIVE LOAD DEAD LOAD w
EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL. PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 0
5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL EXTERIOR BALCONIES 40 psf 15 psf
PROVIDED AT THE TOP AND BOTTOM Of` CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY
AND AT LEA57 ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S
STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DECKS 40 psf 15 psf PROJECT:
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPfPOSIN6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG
RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR Vx4" LLUMBER IS w/6" RISE 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F NAILS,
STANDARD PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. UNINHA SCHARADI N
RAFTERS. BITABLE ATTICS WITHOUT STORAGE
2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES (MAX CLEAR HOT < 42") 10 psf 15 psf RESIDENCE
6. UPLIFT CONNECTORS SHALL BE PROVIDE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE D AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE UNINHABITABLE ATTICS WITH STORAGE
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4�6" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. (MAX CLEAR
16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES HABITABLE ATTICS 4
HOT > 42") 20 psf 15 psf
1. ALL SLOPED ROOFING 5HINCLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 15.6.1 ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf
6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALIL BE ANCHORED SHINGLES OR APPROVED EQUAL. WOODSGREW5 (INCH SERIES). 4408 OLD NORTH RD
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
OF I" AND 3"x3"xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINCLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE SOUTHOLD, NY
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 5LEEPING ROOMS 30 psf 15 psf
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCR.ETE/MA5ONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL MECHANICAL CONNECTIONS:
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. STAIRS 40 sf 15 sf
AND AT SPACING NOT EXCEEDING 4' ON. CENTER. I. ALL MEGHANIGAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE p p DRAWING TITLE:
3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT.
CODES AND REFERENCE STANDARD: CONSTRUCTION. GUARDRAILS AND HANDRAILS 200 psf 15 psf GENERAL NOTES
1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 MEN YORK 4• ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED
STATE BUILDING CODE, 2025 NEW YORK 57•ATE RESIDENTIAL CODE, 2025 BY SIMPSON MANUFACTURER. STRUCTURAL DESIGN CHARTS
SPECIFICATIONS. ROOF LOADING (LIVE = GROUND SNOW LOAD, p� 5O psf 15 psf
NEW YORK STATE PROPERTY MAINTENANCE COPE, AND 2025 NlEW YORK 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES NOTE: ASD GROUND SNOW LOADS,
STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "SIMP5014" PRODUCT LITERATURE. THERE MAY BE SEVERAL pg(asDl-0.7p9
2. REFERENCE STANDARD USED FOR ALL lrJOOD FRAMING, CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY
6. CORROSION RESISTANT II &ACE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024 WOOD FRAME PERMITTED ASGE 7-22 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PAGE:
(AF4PA) AMERIGAN WOOD COUNCIL (AWC). T PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEW YORK STATE
2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER PLUMBING GORE. 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW PORK STATE
THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER
G-002m00 MECHANICAL CODE AND 2025 NEW YORK STATE FUEL OAS CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY
CODE, NFPA 70 AND 2025 NEW YORK STATE ENERGY CONSERVATION ELECTRICAL: ARCHITECT
CONSTRUCTION CODE. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DATE: 07/08/26 2 OF 5
TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2025 NEW YORK STATE 6. ALL CONNEGTOR5 SPECIFIED A5 A SIMPSON TOP MOUNTED BEAM
ENERGY CONSERVATION CONSTRUCTION CODE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED
BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE.
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON
COMPLETION OF WORK.
3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72:
- GENERALLY, VERIFY OR PROVIDE HARD WIRED
SMOKE DETECTORS w/ BATTERY BACK-UP IN:
A. EACH 5LEEPING ROOM
B. OUTSIDE OF EACH SEPARATE 5LEEPIN5
AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOMS (GENERALLY THE HALLWAY)
i
C. EVERY LEVEL OF DWELLING
(BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC)
HOL-DOM DETAILS T` F I GAL- NAIL_ I NO/STRAFF I NO REOU I REMENTS FOR FASTENING SGHEDULE A
ALL HARDWARE 'TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER U f='L_ F T/ SHEAR/ I$ LATERAL N N D RE S I S TA N G E NOTE: THIS SCHEDULE DOES NOT I NGLUDE NA I L I NO FOR METAL FRAMING STRAPS a
SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-005 FOR STRAPPING AND NAILING REQUIREMENTS,
Q
AND ROUGH OPENING FRAMING REQUIREMENTS)
"ALL STRAPPING TO BE V4"x 20 GAUGE*' -- "SIMPSON" F-OUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PE0I17I0ATION, IT APPLIES UNLE55 NOTED OTHERWISE Lu
FUSE 106 NAILS IF 5TRAPPING I5 OVER PLYWOOD; TYP. FOR ALL (SGHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J c6
FASTENER 5PEG. FASTENER
HOLDOV�NN 'A' HOLDOWN S' CONNECTION A DE5GRIPTION Q
NA L_ I N� �R D AND QUANTITY SPACING 4-1 �
C m
FOR NEW b EXIST.
ROOF I$ GE I L I NC FRAMING °
FOUNDATIONS � AT RAFTER TO RIDGE h ,� � }; �
CONNECTION: 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd
ENDWALL „... "--" 2 ° Ln 0
"„»^" COMMON NAIL w/o PREBORED HOLES. i
ENDWALL .~•"•••• RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER
(3) 2x FULL (3) 2x FULL CORNER 5TUD 2.WOOD IS ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE d O
HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 5 8 d COMMON R.R. 2 SERVICE .O L0
CORNER: STUD Q TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST c U
GONNEG'TED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O G x :3 CV
TRANSFER SHEAR (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL °
"SIMPSON" HDQ6 �� • •— •— • CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP O (D
FOR ROOF SLOPES UNDER 5:12 WITH � �n HOLES,SET NEW MEMBER. O m ',�
HOEDOWN ANCHOR ® 2-Ibd COMMON
2-Ibd COMMON ROOF SPANS OF 28 OR GREATER, +� a-' Lr7
LOCATIONS NOTED NAILS ® b O.G. USE 4 5 d COMMON NAILS ® EA. • • • • 4•NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) SEE PACE 6-005 EACH LAP C O O
NAILS ® 6 O.G. B ON PLANS 10 O.G. IF BLOCKED �•. •"•
O" 0.0. IF BLOCKED 7` ' Q r- f2 O
CORNER POST END OF STRAP. ?+ 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO
CORNER POST ° �`"~- , C.J./ S TIGHTLY BOND THE END OF THE NAIL TO A 010° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE
THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW)
"51MP5ON" HDQ6 SPACING OF I6" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END
HOLDOWN ANCHOR 0 SECTION 12.4-PLACEMENT OF NAILS d SPIKES 3 TABLE n ,
LOCATIONS NOTED ° a OF 24„ O.G., INCREASE NAILING BY A GR 4-1. W ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W
GONNEGTION BI 1$ 52 AT RAFTER TO TOP PLATE TO 57UD
° d GONNEG:TI ON: WALL FRAMING
HOEDOWN INSTALLATION OPTIONS: .•• •
FOR NEW P. GONG. FOUND.'s " ~""� ° ° ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. ��" """" TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT
HOLDOWN CAST IN PLACE w/"1/5"4) THREADED ROD .""" • • END OF SiTRAP. • • U •
TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE W
•" WHF-N IN TOWN OF ISLIP OR NAILING '
FOR EXIST. P. GONG. OR NEWLY CURBED FOUND,s �... • • s� 1 • •
'7/6"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO �` NOS 6ECC'»METRY EXCEEDS THAT PERMITTED IN
�t • MAXNAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24 O.G. M
CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� �I ..}J 1 1 1
ADHESIVE), +€ FOR TEMP.'S O°F-40°F USE "51MPSON" AT I SIMIPSON #H2A (OR EQUAL) RAFTER TIE '"
(HIGH STRENGTH ACRYLIC ADHESIVE) ��`""'� HEADER TO HEADER (PAGE-NAIL) I6d COMMON 16" O.G. ALONG EDGES •
_u I FOR TOEt`WLING - 3 8 d COMMON NAILS M'`" •.... --�-
FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) SEE PAGE 0-005 PER STUD
FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN USE SAME
CONNECTION -" • FOR G.J. 'TO R.R. - � J6 d COMMON NAILS
w/'7/6 � THREADED ROD REQUIREMENTS FOR '-"•••••�•-•..... BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,
RAISED C.J.'s (WHEN AT G.J. TO G.J. GONNEGTION: ENDJo15T, or BLOCKING (PAGE-NAIL) 2-I(od COMMON 1,2 PER FOOT
APPLICABLE) FOR EA. (PLATE TO STUD ABOVE 4 OR BELOW
HOLDONN 'G' HOLDOAN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING • —
Q
FOR NEW 4 EXIST. FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST
FOUNDATIONS
• ri
FOUNDATION ® ONE STORY ONLY ; w
(3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-56 COMMON EACH END Q
HEIGHT STUD CORNER,STUD
ONNEGTED TO 0 BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END
TRANSFER SHEAR
"SIMPSON" HDO6 (5) 2x FULL ° AT STUD TO FLOOR ASSEMBLY
HoLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD " ,""' . G2 TO STUD CONNECTION: $p PLIAT6E(TBILL
y NAIL) 5-I6d COMMON EACH BLOCK
LOCATIONS NOTED NAILS ® 6 O.G. 4 ","•""
A�
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 JO15T
CORNER P05T N, NAILS ® EA. END OF STRAP
°
I JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST
o
FOR EA. PLATE TO STUD ABOVE $ OR
Jf 2-I6d CCMMCN �' BELOW - 2 I6 d COMMON NAILS BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER JOIST
NAILS 0 " O.C.--•
BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS:
SOLINTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD
a° "SIMPSON" ST D14RJ GONNEGTION DI D2 BLOD IN6 PERIMETER EDGE ZONE 3 bd COMMON b" EDGE / 6" FIELD
HOLDOWN INSTALLATION OPTIONS o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G.
UP TO a" RAKE OVERHANG
FOR NEW P. GONG. FOUND.'s """"•
HOLDOWN CAST IN PLACE w/ 7/6"4) THREADEED ROD ~""~""""" " •
AT 5TU0 TO FLOOR ASSEMBLY TO SI LL GE I L I NO SHEATH I NC
FOR EXIST. P. GONG, OR NEWT-Y CURBED FOUND.'s . •
-715"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE((S) CONNECTION: D2
CONCRETE w/ "SIMPSON" SET (HIGH STRENGTFH EPDXY ,� U2" MIN.
ADHESIVE), 4 FOR TEMP.'S T (HIC7 °F USE 6TIMH EON" AT FROM _....... GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10'" FIELD
(HIGH STRENGTH ACRYLIC ADHESIVE) CORNER FOR STR
AP - 0 COMMON 6 d'� CO ON NAILS ® EA. I
OSPE FRE ON DI ";; ° END OF ;5TRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING
FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE
FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN FOR EA., PLATE TO STUD ABOVE 4 OR BELOW -
° STRUCTURAL PANELS 8d COMMON
b" EDGE / 12'." FIELD
w/'1/6"� THREADED ROD 2 IC6 d COMMON NAILS
ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 'T" EDGE / 10" FIELD
FLOOR CONNECTION w/ # LPT4 51MP50N (OR .5TRAP w/(5) Z
NA NC7 STRAFF I NCB @ I NDO W/DOOR AD R ° ° STANDARD/ALTERNATE EQUAL) ¢� PLATFORM TO SILL PLATES ""-"••� �y of EA.STRAPTO n
EA.JOIST-(FOR
ALTERNATE USE FLOOR SHEATHING (SUBFLOOR) o
SIMPSON H2.5A) 0
NCTATI ON:
STRUCTURAL PANELS:
A - NUMBER OF bd NAILS ® EA. END OF STRAPPING (2024 WFGM,TABLE 51,P. 169);WHEN STRAPPING GONNEGTI ON E ~" „„...••~••-~•' I" or LESS: Sd COMMON b" EDGE / 12" FIELD �'
REQUIRES OVER 14 NAILS, USE SIMI-SON 0516 STRAPPING (OR EQUAL). -""„•""„
B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2024 WFGM, TABLE 3.238, P. 2dr) „„" ~~'""" • GREATER THAN I loci COMMON b" EDGE / 12" FIELD
G - NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER (2024 WFGM,TABLE 3.230, P.2a6
ALTERNATE AS PER TABLE 3.23D, P. 2119) " NAILING REQUIREMENTS ARE BASED ON ALL SHEATHING NAILED 6 O.G. AT THE PANEL EID6E.
-"""` „ WI
A —D D -- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA, SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a
(2024 WFGM,TABLE 5.1,P. Iba) PLATES) CONNECTION 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 ® EA. END OF 2-PLY HEADER(2024 WFGM,TABLE 3.22F,P. 2c14) ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR
E (;'3-PLY) - NUMBER OF JACK STUDS 0 EA. END OF 5-PLY HEADER(2024 WFGM,TABLE 5.22F, P. 2114) ° °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT'
F - NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE ...• ° �, ° ° ° a °a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF
B E (DOES NOT APPLY TO DOORS) (2024 WFGM, TABLE 5.6,P. IqU "'~�" w.. ° ° ° FOR STRAP - 5 5 d* COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT.
- FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ONi EACH FASTENING SGHEDULE B ° a F SCHARADIN
as ° END O STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMENT5 SHALL BE
�'"``-�•—•._ as
—F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 9` FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. RESIDENCE
(IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) ~~�� ""' • .
2 I6 d COMMON NAILS
A NOTATION
P-OUGH A B G D (2 PLY (3 PLY F
OPENING HDR) kDR)
08 OLD NORTH RD
2'-0" 2 1 1 2 1 n/A 2 - SOUTHOLD, NY
4'-0" 5 1 2 5 1 n/A 5 S�� � NCB OF TOi= FL-A II E CABLE ENDWALL
BRAG I NG/STRAFF(NG DRAWING TITLE:
PROVIDE (2) 2"xl0" HDR (MIN'..) U.O.N. 6'-0" 4 2 5 4 I n/A 4
TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT,
8'-O" 6 2 5 5 1 n/A 5 }-- SPLICE --} BAYS BACK ® LESS PROVIDE
TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING® 12"O.C. STRAPPING & NAILING DETAILS
LENGTH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 540 - 4'-0" O.G. TO R AGHEIVE AKE O.H.
lo'-o" 7 n/A 4 6 2 n/A n/A ALL OTHER GASES ONE 5TORY SLAB ON GRADE ROOF FASTENING SCHEDULE
12'-0" 8 n/A 5 8 2 n/A n/A BUILDING MINIMUM SPLICE'",4 BUILDING MINIMUM SPLICE 1A,4
DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.)
TYP. STRAP w/(5) PAGE:
bd NAILS EA. END
12'-O" 2'-O"/2'-6" 12'-O" 5'-o" OF EA. STRAP
I6'-O" 3'-0"/3'-q" I6'-O" 4'-O" ATTICG-003mOO
N N
20'-0" 4'-O"/5'-O" 20'-0" 5'-O"
BLOCKING 2 BAYS
24'-0" 4'-0"/5'-0" 24'-0" 6'-0"
BACK ® 4'-0" O.G. DATE: 07/08/26 3 OF 5
28'-O" 5'-0"/6'-5" 251-0" '7'-0"
52'-0" 6'-O"/T'-6" 52'-0" 8'-0" SECOND FLOOR
56'-0" "1'-O"/8'-ci" 56'-o" 41'-011 p N
I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE
CONNECTION USING 2-Ibd NAILS PER FOOT,FOR SHORTER SPLICE
LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-O" I I'-O" A
PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS
BACK® 4'-0" O.G. r ;�
2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50'-O" 15'-o"
IN EXPOSURE B TYP. STRAP w/(5)
bd NAILS EA. END
3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" I2'-O"/15'-O" bo'-O" 16'-O" OF EA.STRAP s��y
HEI6HT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT
LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR a�"
FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE -701-0" 141-0" '10'-O" ICI'-O" `
NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR
(ADDITIONALLY,ROUND UP TO THE NEAREST FOOT)
&0'-0"- Ib'25 -O" 80'-O" 22'-O°
O WALL 1125
BLOGKIN6 2 BAYS �{a
II' WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G.
12'WALL- 1.5 FOR 10'-0"WALL
4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL
M15GELLANEOU5 FRAMING 0RAPHI05 CONTINUOUS E3UIL7-UF C IRDERS, B OR MORE SUFFORTS
(THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A
WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL LAWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE
AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETIIIEEN I/6 ASSEMBLY REQUIREMENTS: d
CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q
PATTERN DESCRIPTION TOGETHER SIDE BY 51ME ARE CONTINUOUS OVER 0
BLOGKINC UNDER LOAD BEARINO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE Lu
NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. MAX.32" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER J cc
SPAN LENGTH FROM AN INTERMEDIATE
STUDS STUD B (5)ROWS lOd NAILS m 12"O.G. SUPPORT. NO TKO ADJOINING JOISTS, NOR MORE (y)
SUBFLOOR P THAN ONE THIRDP THE TOTAL NUMBER, ARE TO BE Q 4 J N
SUBFLOOR C (2)ROWS 1/2" 4'BOLTS• 12"O.G.STA66ERED; TyyO-PIECE JOINTED ON THE: SAME 51DE OF THE SUPPORT. •� LO
DBL.a ENDS
SOLE PLATE BUILT UP 61RDER P MAX.52" NAILING: p O
50LE PLATE (2)Rows I/2" m BOLTS m I6"O.C. TWO-PIECE 6IRG)ER5 ARE TO BE NAILED FROM ONE - -0 r- O
E (2)ROWS I/2" R BOLTS• 24"O.G.
SIDE WITH 10d NAILS TWO NEAR EACH END OF 4-J � }: _O
BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE LO O N Z O
11(2)ROHS 5-5/5"TRUSSLOGK SIRENS• 12"O.G. a 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL 0 •
F SCREWED ON(1)SIDE SIDE OF MEMBER LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH O X N
6 (2)Rows 5-5/e"TRU55LOGK 5CREW5. 16"O.c. P SIDE WIOd NAILS, TWO NEAR EACH END OF EACH T
SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TA65ERED w/ A DISTANCE OF 52" O O a-.+ 1
(2)ROW5 5-5/5"TRUSSLOCK SCREWS a 24"O.G. O Cfl
JOIST H SCREWED ON(1)SIDE OF MEMBER p BETWEEN NAILS IN A HORIZONTAL LINE. � O m •� r-
MAXIMUM OFFSET THREE-PIECE -J N � C6 L0
SC ROWS O BOTH OGK SGRMEM ER O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIiRDER5 ARE TO BE NAILED w/ 20d
JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER O
MATCHED SIZE OF BLOCKING P NAILS ON EA. 51VE w/ TWO NEAR EA. END OF EA. Q r- a O
FIRESTOPPIN6 AND K (2)ROWS 5"TRUSSLOGK SCREWS m 16"O.G.
UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND WTHE
PARTITIONS ® 52 O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE
(2)ROWS 5" K TRUSSLOG SCREWS o 24"O.G. BETWEEN 1/6
DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE.
GE I L I NCB BRAG 1 NO FOUR-PIECE OVERS ARE TO BE A55EMLED AS W
GANTI LE\IER.ED FLOOR 1.NOTE,
4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON P SHOWN, AND NAILED W 20d NAILS AS SPECIFIED
CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER.
4 CONNECTION PATTERN VW-EN 10"OR LARGER P
STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING:
SOLE PLATE (SABLE END OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP(SIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO
SUBFLOOR / LATE" CONTINUOUS MASONRY PIERS>, NAILED TO WOOD P05T5 OR "�J
70
LATERAL BRAGS® 6'O.G. TRUSS
BAN BOLTED TO STEEL COLUMNS.
JOIST t D U
(2) lOd NAILS TRUSS OR
G.J. CD
10) ad NA L NO FA77ERNS FOR SIDE LOADED BEAMS 0c . FLUSH BEAMS) m
NAILS
FASTENING RECOMMENDATIONS FOR SIDE-LOADED,
MULTIPLE-PIECE MEMBERS ' `
JOIST " 5d COOLER NAILS a 10" O.G. NAILED BOLTED' �'V �I N N N'I I V
BLOCKING LATE" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS Ibd 2 RDW415• 2 ROW5)v 2 ROW5)�'
W/(4) IOd NAILS COMMON COMMON DOLTS o 24" BOLTS BOLTS
STUD 20 ga. STRAP •12"O.c.• •12"O.c.' O.G.STAABB2ED• O 12"O.G. •6"O.c.
Q
GYPSUM BOA TWO ROWS 12"O.G. Tr'HREE ROWS 12"O.G. ` n
DOUBLE PLATE " 5d COOLER NAILS a 10" O.G. (10) ad NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° o
�nJ lJ
JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTE5 7 4 .5 ° ° ° ° LL
° ° W
DENOTES ALT.FOR USE OF DRYWALL SCREWS Q
OVER STUDS,UNLESS TOP PLATE 15 4" • ED6E/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES
DESIGNED TO CARRY THE LOAD SCREWS 06- 1V4" TYPE W OR 5
2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROHS 24"O.G.STA66ERED TWO ROHS 6"O.G.
FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL
INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 0
OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. O O 0 0 O C O O O
ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE.
S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO
BOTH SIDE OF THE MEMBER.
6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED
FOR 4'OZ.NAIL SPACING.
STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS:
STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS 02'O.W FOR DEPTHS 12'OR LESS
4 ad NAILS
a EA.END a R.R. 6.D ROWS of Ibd COMMON NAILS(12"O.W FOR DEPTHS OF 14',16'► W.
FULL WIDTH
2" BLOCKIN ZO
w GON57RUC7ION DETAILS WIND LOAD FATH CONNECTION DETAILS
N
TOP PLATE DRILL 2"0 INTO ROOF NOT TO SCALE
STRAPPING INSTL.
INTERSECTION DETAIL DECK FOP.EXIST.OR NEW
NEW R.R.SET w/ R.R. BELOW
UPPER TOP PLATE LAPS `�' IOd
NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING
TOP PLATE SPIKED TO R.R.'e
ALIGN NEW 4 EX.
R.R. AS SHOWN
KINCc STUDS
PLAN VIEW
NOT
IN,R.R.M�AR 0 'SHED WOOD JO I S WOOD JOI CRIPPLE STUD
BLOCK I NC JOIST HANG E HEADER
GENERAL REaUIR=MEN75 FOR: GENERAL REQUIREMENTS FOR W
INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS C IRDER/HEADE
WOOD C I RDER JACK STUDS L)
MAIN MEMBER WOOD JOIST j
Ix
JOIST FRAM I NC OVER WOOD C I RDER JOIST FRAM I NC FLUSH W 1 TH C I RDER/HEADER T`I'P I GAL HEADER CONNECTION
I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT:
MEMBERS APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX.
Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, S C H A RA D I N
I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE
THE MEMBER, STRAI6HT THROUGH AND BENT OVER:
A MIN. OF (5) NAIL DIAM.'s AT A 410° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE
MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST
SIX TIMES THE DIAM. OF THE NAIL RAFTER
5. O AVID 0, No MORE THAN 2 TOE NAILS SHALL
BET TALLER N EAINSIDE OF A RAFTER OR CEILING J015T WALL STUD
WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT 4408 OLD NORTH RD
IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. SUB FLOOR
DOUBLE JOTS TOP PLATE SOUTHOLD, NY
DRAWING TITLE:
WALL STUD FRAMING GRAPHICS
BEAM CONNECTION PATTERNS
FIREBLOCKING DETAILS
DOUBLE JOIST FOR NON-BEAFZINC WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION
PAGE:
WIND RES STANT CONSTRUCT I ON CONNECTORS
CONNEC71 ON LOCAT'I ON: PART NUMBER: NOTES: G-004m00
RIDGE-TO-RAFTEfRS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS
RAFTER-TO-WAL.L H7 APPLY TO EACH RAFTER DATE: 07/08/26 4 OF 5
RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD
2ND. FLOOR WALL-TO-I57. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD °.z.
HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD `
x .
CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWNI ANCHOR SSTB16 APPLY TO EACH SIDEWALL END
I57. FLOOR-UNDER-SILL PLATE C WRAP UNDER DOUBLE SILL PLATE
520
(USE WITH 5" SQUARE WASHERS)
w
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION.
FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
EXISTING TO BE DEMODEMOLISHEDNEW PARTIAL HEIGHT
WOOD FRAME (L.G. STL. Q
EXISTING TO REMAIN WHEN APPLICABLE) ` Vx if,T RI E HEIGHT PROP. P.T. BM. AS 5/4"xb" P.T.
NEW FOUNDATION WALL -------------------------- LtJ
NEW WOOD FRAME (L.G. NOTED ON PLANS DECK BOARDS P.T. DEGK JOISTS AS
NOTED ON PLANS J CO
STL. WHEN APPLICABLE) NEW 51MP50N 6ALV. A04 co
MIN. (2) 2"x4" STRUCTURAL POST GAP (OR EQUAL) 41
NEW I-HR FIRE RATED ® 4 \\- �� NEW 4"x4" P.T. P05T 5/4" x R:EOV a . Lo
POST FOR 4" WALLS V HEIGHT P.T. RISER o o •O N
WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL p.5' , o " 6�
- - NEW SIMPSON 6ALV. ABA44Z „ „ __ v-'
WHEN APPLICABLE) POST FOR 6 WALLS), U.O.N. l 5/4 xb P.T. -- - -- --- -- �
P05T BASE (OR EQUAL); PECK BOARDS - � 0
NEW 2-HR FIRE RATED NOTE: IF DISTANCE BETWEEN \2"x BLOCKING ® EA. •a••� B-' } �
DECK 4 GRADE PROHIBITS i
WOOD FRAME (L.G. STL. � i NEW PLUMBING WALL P.T. DEGK JOISTS PER STRINGER TO MATCH SIZE z 0
POST INSTALLATION, BM. MAY O O N
WHEN APPLICABLE)
PLAN w/ SIMPSON 6ALV. ' f BE INSTALLED DIRECTLY NOTE: OF P.T. DEGK JOISTS d •�
6 JOIST HANGERS .-
AS-BUILT UPON SIMPSON ABUxxZ POST HANDRAIL TO BE PROVIDED WITH � U r-
UNCONDITIONED BASE (SIZED TO MATCH BM). (4) OR MORE R15ER5 FASTEN STRINGER TO C X O (V
SCREENED GRADE
BLOGKIN6 (MIN. 60 0 O a"'
PORCH ° 1b ° N I• FASTENERS) _c 0 m .-
12"4' SONO TUBE FILLED 11 r�oslrrs a-•+ N Ln
5 SOLID w/P. GONG. U d (Tyr) O 0 O �
GENERAL NOTE`. (MI P51) a 2"xl2" P.T. ST'RINSER5 ® 16" Q a O
° 4 THK. x 8 WIDE x WIDTH_ EXIST. FIRST FINISHED FLOOR OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS
ELEV. +2.8 ------� III W EA. 5TAIRAY)
I _
TYPICAL ROOF 4 CEILING CONSTRUCTION: �- ° a
• NEW ROOFING AS NOTED AS-BUILT D.J. O BLOCK IN BET n 1
2"xb" P.T. WEEN NOTE V/
• I/2" GDX PLYWD SHEATHING (BLOc:KIN6 ® ALL PLYWD ° EA. STRINGER. FASTENED TO x
SEAMS) n1 P. GONG. PAD w/ 19/64" x m Q ALL DEGKIN6 SHALL BE FASTENED
° 5-1/2" CONCRETE SCREWS BY t' w/COATED DEGKIN6 SCREWS BY
• R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER BAS_ELINE_(AVE_RAG_E GRADE) a "GALIBURN" (OR EQUAL) - MIN.
ELEV. +O.O
"DECK MATE" (OR EQUAL)
8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) °
(3) SCREWS PER BLOCK I 10" MIN.
GRADE GRADE
OSTAIR 4 RAILING NOTE: U
2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10"
Tr - RISERS SHALL BE CLOSED n 1
8"
2. 61:PEATE5T R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL
NOT EXCEED THE SMALLEST BY MORE THAN A"• �J-5U I LT SGT I ON I -I/ - I O I 17GK OONSTUGT I ON DETAIL I/ - I O IEXTERIOR 1�10017 STD I I7T I L 2/ -I O
3. HEADROOM IN STAIRWAYS 5HAL1. BE AT LEAST
4. STAIRS SHALL HAVE THE FOLLOPilN6 CLEAR WIDTHS:
4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MINI.
4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIN.. SCALE: 1/4" = 1'-0" SCALE: 3/4" = 1'-0
" SCALE: 5/4" = I'-O"
4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" t-4N.
5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN r 1
ONE 51DE OF EACH FLIGHT OF S'1•AIRS GONTAININ6 FOUR `!
OR MORE RISERS,AND WHERE 5HOWN ON PLANS.
6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED
WALKING SURFACES LOCATED MORE THAN 50" ABOVE
FINISHED FLOOR OR GRADE, 4 W.HER.E 5HOWN ON PLANN5. •
7. 56" HIGH 6UARDRAIL 4 SPINDLE 5PACIN6 NOT TO
ALLOW PASSAGE OF A 4" 4' SPHERE;56" HIGH nl
HANDRAIL. W
5. 6RIPPABLE RAIL AS PER GORE.
9. RAILING TO BE WOOD. Q
OWINDOW NOTE:
3 I. ALL NEW WINDOWS SHALL BE SCREENS ONLY.
2, SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND
WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2)
2"xl0" HEADER U.O.N.
5. WINDOW FALL PROTECTION SHALL BE PROVIDED PER
NYS R321.2 FOR OPERABLE WINDOW5 WITH SILL HEIGHTS
LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72"
ABOVE GRADE OR THE ADJACENT SURFACE AT THE
BUILDING EXTERIOR. 4 z
- - 4 41 _
NEW ROOFING NOTE (TYP.):
4O I. INSTALL NEW ASPHALT ROOF SHINGLES, z - -- ---- - - -- -- -- --� - i - - _ _
z z
2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO
24" FROM INSIDE FACE OF STUD WALL AND AT VALLE'Y5 x X X
5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMEINT w to
(OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS
FOR PITCHES FROM 2,12 TO 4:12, OVER
4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS)
5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) r
6.PROVIDE RIDGE VENT (AS REO'D) :t
"7. FLASH ALL VALLEYSILA
5.INSTALL DRIP EDGE AS REO'D _ LJ
q. INSTALL ALL AS PER MANU. SPEC."s
O O NEW EXTERIOR WALL CONSTRUoTION (TYP) 6: it
_ EXIST_FIRST FINISHED FLOORA.
• HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON N ELEV. +2.8' , 0
• 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD
SEAMS) UPON
5-E3U1 T
• 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE WOODEN
• 5/8" GYPSUM BD. WALL FINISH LATTICE
1111 11 lI III Ill 11 1 WL1111, 111"1111 11 11 H 1111 11 1 111 111 111111 11111 lI
NEW SIDING NOTE (TYPJ:
OI. INSTALL NEW CEDAR SHAKE SIDING AS PER ELEVATIONS BASELINE (AVERAGE GRADE)
6 UPON ELEV. +0.0'
2 "TYVEK" HOUSE WRAP (VENTED) (OF: EQUAL) UPON Z
5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY
4.INSTALL ALL A5 PER MANU. 5PEG.'5 w
5. PROVIDE ALL NECESSARY TRIM FOR PROPER
INSTALLATION V
6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL SOUTH ELEVATION (FRONT) EAST ELEVATION (RI O H7 S 1ICE) NORTH ELEVATION (REAR)
0 TYPICAL FLOOR CONSTRUCTION_ SCALE: 1/4" = P-O" SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O"
I. FINISH FLOORING TO SELECT
2. 514" T4G GDX PLYWD. 5U5FLOOR GLUED 4 SCREWED
5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALLL
a
'X' BRACE ® MID510AN o
PROJECT:
SCHARADIN
RESIDENCE
EXIST. TWO EXIST. TWO EXIST. TWO
STORY DWELLING STORY DWELLING STORY DWELLING
uu
4408 OLD NORTH RD
- - - - - - - - -1 SOUTHOLD, NY
s
AS-BUILT DRAWING TITLE:
SONOTUBE FTC.
W/ 4"X4" POSTS
o AS-BUILT FOUNDATION PLAN
T- Q AS BUILT. 2 x8
A54BUILT
AS-BUILT I - UNCONQITIONED R;R AS-BUILT FIRST FLOOR PLAN
STEPS SGRPEENED ® 16 O.G.
" I 2 s PI61�5F I AS-BUILT EXTERIOR ELEVATIONS
� I
q A2ol XI5 r. UP - - - - - - PAGE:
w ® t
AS-BUILT 2"xl0" 82 2 rn I 0OLOO
P.T. D.J. I A-101 / 4:12 A-1m
® 16" O.G. A-101 /
GL6. HEIGHT PL
9 DATE: 07/08/26 5 OF 5
I-I
A-lot F A-101 A-101 - /
i r A-101 A-101 I A-101
d •' i-
O N
3 3 A5-BUILT
/ SCREEN _ - _ _ _ _ ^ p _
•�PT 'k L
- - WINDOWS - - - - - - -
GL6. HE16HT
r
d
S-�U LTOUN � TI ON PLAN SGREENED FOROH AS-BUILT F I RST FLOOR PLAN SCREENED PORCH AS-5U I LT ROOF FLAN SOSEENEI7 0R _.,
'
r ..
SCALE: 1/4 = I -O SCALE: 1/4 = I -O {
SCALE: I/4" - I'-O"