HomeMy WebLinkAbout48882-Z g11fFOl��r
��o�o cpGy Town of Southold 8/16/2023
o .t P.O.Box 1179
co ��n 53095 Main Rd
Way o� � Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44444 Date: 8/16/2023
THIS CERTIFIES that the building ALTERATION
Location of Property: '420 Cedar Dr, Southold
SCTM#: 473889 Sec/Block/Lot: 78.-9-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/24/2023 pursuant to which Building Permit No. 48882 dated 2/8/2023
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
exterior(facade)alterations to existing single family dwelling as applied for.
The certificate is issued to Snow,Dean&Papapietro,Beverly
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Au o 'ze nature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48882 Date: 2/8/2023
Permission is hereby granted to:
Snow, Dean
580 Hillside Ct
Barrington, IL 60010
To: Construct exterior (facade) alterations to existing single family dwelling as applied for.
At premises located at:
420 Cedar Dr, Southold
SCTM #473889
Sec/Block/Lot# 78.-9-8
Pursuant to application dated 1/24/2023 and approved by the Building Inspector.
To expire on 8/9/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO-ALTERATION TO DWELLING $50.00
Total: $250.00
Building Inspector
OF SOUTyO� - --'
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE I �30 INSPECTOR
f� OF SOUIbp�
TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING lvf
FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
r
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST) y
-------------------------------------
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FOUNDATION (2ND)
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ROUGH FRAMING& y
PLUMBING _1
INSULATION PER N. Y.
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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G-1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
N s y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 htt s://www.southoldtownn ov
P � ) � ) P ��
Date Received 2q�23
APPLICATION FOR BUILDING PERMIT
Alm
For Office Use Only
PERMIT NO. Building Inspector:
01 kJ tI3
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an A=, to
Owner's Authorization form(Page 2)shall be completed.
Date:1/18/23
OWNER(S)OF PROPERTY:
Name:Dean Snow and Beverly_Papapietro_.__._ SCTM#1000:78-9-8
Project Address:420 Cedar Dr. Southold
Phone#:847-373-8703 Email:DEAN@deansnowfinehomes.com
Mailing Address:420 Cedar Dr. Southold
CONTACT PERSON:
Name:AMP Architecture
Mailing Address:PO Box 152 Mattituck NY 11952
Phone#:631-603-9092 Email:jmagee@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:AMP Architecture
Mailing Address:PO Box 152 Mattituck NY 11952
Phone#:631-603-9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo
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
R-40 NC this property? ❑Yes:BNo IF YES,PROVIDE A COPY.
,@ Check Box After Reading: "The owner/contractor/design professional is responsible for all 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 removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regubadons and to admit authorized Inspectors on premises and In building(s)for necessary inspecdons:False statements made herein are
punishable as a Cass A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
KUY, 1C 50xabin
Application Submitt'" " .,( ,):AMP Architecture BAuthorizedAgent []Owner
Signature of Appli n Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
i I:C�VKJi
AMP Architecture �
M{+ rl If being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the agent
(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
1 a=dayof n 0, .
U - 20
`-� Notary Public
PROPERTY OWNER A,UTHORIZATIO.NLEEMARYs TORRES
(Where the applicant is not the owner oseal
) Natary Publli Official c-State of Illinois
O My Commission Expires Jun 25, 2024
I, can Sn� residing at_20 [PL „I` 1) A—.-
3c9C✓LAI' _do hereby authorize AMP ARCHITECTURE toapP Y I on
my behalf= th Tow _ e�tttaoId Building Department for approval as described herein.
'Owner's' re Date
Print Owner's Name
2
SITE PLAN HATCH KEY:
PROPOSED BUILDING ADDITION
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LOGATION MAP ��7l
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100.0' 5250051501111`4
FADE <E""r :
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REDUG I'NO THE ROOF OVERHANG ON THE FRONT FACADE. REMOVI NO -�� .00 PROJECT LOCATION &SCOPE
�C K 10.0' THE BR I GK BENEATH THE OVERHAND AND REFL�-4G I NO IT WITH A 8�� SITE PLAN &ZONING DATA
OROOV'E SIDING.
GRAVEL p EXIST. H ASPHALT 1
- SHED DRIVEWAY
o a -���,®� GENERAL NOTES
m _ ENERGY TABLE
F RO�EC.,,T DATA : STRUCTURAL DESIGN CHARTS
GRAVEL ( -®OJ.00 HOLDOWN, ANCHOR BOLT,
DRIVEWAY - STRAPPING, & NAILING DETAILS ,
PROJECT / ZONING DATA
N WOOD OEGK FASTENING SCHEDULE
TAX MAP # 1000-78-9-8
35' REAR SETBACK -OO�.00 FRAMING GRAPHICS
1 .o' ovERHANo - - - - ZONING 015TRICT _ R-40 NG BEAM CONNECTION PATTERNS
_ 1 FIREBLOCKING DETAILS
64.9' O LOT AREACofO 0.3 ACRES
o ALTS - Z-25TION 5 A-201 ,00 PROPOSED EXTERIOR ELEVATIONS
OFFALTERATION AND RENOVATION 9/8/98 PARTIAL PROPOSED ROOF PLAN
Q TO AN EXISTING ONE FAMILY
DWELLING FLY RAFTER DETAIL
PROP NE TANK EXISTING ONE STORY o Q Gofo -Z-2'9188 w
ly ALTERATION TO AN EXISTING 1/10/02
RESIDENCE 1) L
ONE FAMILY DWELLING g
Q ZONING REGULATION5 MAIN BUILDING
1 w 1 f] 5OUTHOLD TOWN CODE 280-124
----
�, REQUIRED EXIST. PROPOSED COMPLIES
D AS NOTED
'v► PORCH 13.5' 4.8' � - APPROVED � �
MIN. FRONT YARD 35.0' 35.0' 35.0' YES PROJECT:
DATE, B.P.# �1��02
WOO i
j MIN. SIDE YARD 10.0' 10.0' 10.0' YES FEET"�� BY:
DEG MIN. COMBINED f NOTIFY BUILDING DEPARTMENT AT PAPAPI ETRO
SIDE YARDS 25.0 34.8 34.8 YES 631-765-1802 8AM TO 4PM FOR THE
Q
MIN. REAR YARD 35.0' 3-7.0' 37.0' YES FOLLOWING INSPECTIONS: RESIDENCE
,n 1. FOUNDATION-TWO REQUIRED
1 MAXIMUM HEIGHT 35.0' 13.1' 13.7' YES FOR POURED CONCRETE
Q y 2. ROUGH-FRAMING&PLUMBING
3. INSULATION
° �- 4. FINAL-CONSTRUCTION MUST 420 CEDAR DR
BE COMPLETE FOR C.O. SOUTHOLD
N I ALL CONSTRUCTION SHALL MEET THE
0 26.2' _ -I REQUIREMENTS OF THE CODES OF NEW
�----10.1' �Oyg1�5 Cl2�HJ. 1N0?J� ,S� - - - - 1
YORK STATE. NOT RESPONSIBLE FOR DRAWING TITLE:
AREA OF WORKY DESIGN OR CONSTRUCTON ERRORS
PROlU
ECT LOCATION &
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SITE JP AN &ZONING DATA
otnI 1 m
v
Q ASPHALT DRIVEWAY OCCUPANCY OR
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USE IS UNLAWFUL
1 m I WITHOUT CERTIr ICATE PAGE:
OF OCCUPANCYG-001m00
DATE: 01.05.23 1 OF 5
WITH Ai_L (;CU� 0�_
tIV�`4 YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
100.0' N25°05'30"E -
SOUTHOLOTOWN ZBA
SOUTHOLD TOWN PLANNING BOARD
SITE LAYOUT NOTES: SOUTHOLDTOWNTRUSTEES t't FDA&C
1. THI5 I5 AN ARCHITECTS SITE PLAN IS p�,'f.5.DEC
SUBJECT TO VERIFICATION BY A LICENSED ULJ
5URVEY'OR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN 15 TO THE
RETAIN STORM WATER RUNOFF '` ':
ARCHITECT'S BEST OF KNOWLEDGE. I
2. SURVEY INFORMATION WAS OBTAINED PURSUANT TO CHAPTER 236 �: '.
7'
CEDAR DRIVE FROM A SURVEY DATED 04/01/2019 AND OF THE TOWN CODE.
PREPARED tN-
BY: SGALIGE LAND SURVEYING 0
�� Q
SITE PLAN
50ALE: 1" = 10'-0"
WOOD FRAMING MATERIAL STANDARDS -__ ---------
I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 8-75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE �`
NOTES $ 5FEG I F I(ATI ON5 OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY ABBREV I A I IONS Q
PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TFIIS CONSTRUCTION DOCUMENT BINDED 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 5" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BD. BOARD INSUL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 0
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BFE BASE FLOOD ELEVATION INT. INTERIOR W
PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD Lli
BLDG. BUILDING _ �I K KIPS (1000 LBS) J M
GENERAL IS NECESSARY TO MATCH FLOOR HEIGHTS W 'S WITH THE EXISTING STRUCTURE. COUNCILWOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS
I. NO WORK TO START UNTIL APPROVED PLAINS ARE OBTAINED F?OM THE APPLICABLE AS A DERIVED WORK).
APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR BM BEAM MANU. SPEG.'s MANUFACTURERS SPECIFICATIONS
_ _ _ Q N
EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, L0
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, B.O. l BOTTOM OF MAX. MAXIMUM G)
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,6YP5UM, HARDBOARD, AND STRUCTURAL ---- It- O
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING BOT. BOTTOM l1.MECH. [MECHANICAL
RULES SPECIFIED IN 1.1 THROUGH 1.8. --- -
3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, B.O.W. BOTTOM OF WALL MIN. MINIMUM • Q
AND AUTHORITIES HAVING JURISDICTION. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -1-+ � N }, I
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED G.J. CEILING JOIST 1 NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 0O C L0 Z d-
4. ALL UNNOTED OR NON-VISIBLE EASEMENT5 ARE THE RESPONSIBILITY 7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADIN& OR INSPECTION AGENCY -- -- _
COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE 0-
OF THE OWNER/BUILDER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE ..
8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - -- _ - _ -- -- x U N
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR CONT. CONTINUOUS O.G. ON CENTER
SHALL BE CLARIFIED WITH THE ARGHITEOVENOINEER BEFORE PROCEEDING q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. O C)
WITH THE WORK. P.T. REOUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. OUBLE OCG. OCCUPANCY l 0 0 , ++
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DFE DESIGN FLOOD ELEVATION PBFE � PRELIMINARY BASE FLOOD ELEVATION Lo
♦' N O -N
UNLESS APPROVED BY THE ARGHITEOVENGINEER. ON PAGE G-003. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL BLUED LAMINATED Q O 0
ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. DIM. DIMENSION P. GONG. POURED CONCRETE
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN - P.
-
BEFORE THE: START OF FRAMING APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED D.J. DECK JOISTS PL. PLATE
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ----
8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING EA. l�EACH PLYWD. PLYWOOD
NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 1
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE DOCUMENT, THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL ELEV. ELEVATION II P.T. PRESSURE TREATED
12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REOUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE -- _
10. OWNER/BUILDER ARE RESPONSIBLE FOR ,ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. EVALUATION REPORT. EQUIP. EQUIPMENT REQ'D REQUIRED 4-J
CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL _ ° -
13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXIST. EXISTING Ri RISER r l
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF EXT. EXTERIOR RM. ROOM
PERMISSION FROM THE ARCHITECT. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE -=-- _ _ n 1 m
EXCEED 5'-0" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. __ _
RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGEFAR FLOOR AREA RATIO TL. STEEL
6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE F.A.V. l FRESH AIR VENT S.V. SMART VENT -
I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS _
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF FINISHED FLOOR TBD TO BE DETERMINED
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS,
RUBBISH, WASTE MATERIALS, TOOLS,ETC., OLEAN -LASS AND LEAVE WORK 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS 1 U
BROOM GLEAN.
18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM F.J. FLOOR JOISTS THK. THICK
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM 07q
AND ORDINANCES. SPECIFICATION FOR GYPSUM SHEATHING BOARD. FOUND. FOUNDATION T.O.W. TOP OF WALL
Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPINGFLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD °
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF AS PER PAGE 6-003. 1.7BB
. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FRGE L
THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF FR. FRAME ] TVP. TYPICAL
COMPLETION OF PROJECT. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. _
ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: FRPR. FIREPROOF U.D.N. UNLESS OTHERWISE NOTED
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL FTG. l FOOTING VERT. FVERTIGAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN w/ WITH
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR _
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER �WD. WOOD l
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY A. TRUSS JOIST MGMILLIAN IAE MICROLAM HNOR__� HANGER ZR ZONING RESOLUTION
EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSS), WAFERBOARD ORIENTED-STRAND
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERSOARD USED IN STRUCTURAL IONS SHALL MEET HOR. l HORIZONTAL I�
PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, INSULATION � FENESTRATION ��uCU I ��M�I `t��
TO BE SURE THEY ARE IN ACCORDANCE W 'S WITH THE DRAWIN65,SFECIFICATIONS, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE
AUTHORIZATION OF THE ARCHITEGT/ENSINEER. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT.
NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROPOSED DESIGN CODE PRESCRIPTIVE VALUE
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS COMPONENT COMPLIES
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 GELLUL0510 VALUE CITATION (PER 2020 NYSECCC)
PERTAINING ARE TO BE FIELD VERIFIED. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C205 STANDARD SPECIFICATION FOR
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD.
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. MAX. U-VALUE = 0.32
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN U-VALUE = 0.25
24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENTS OF U.S. FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.30 CFM/SF YES
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S MIDDLE ONE-THIRD OF THE STUD LENGTH. (NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I PER R402.4.3 d TABLE 8402.1.4 - CLIMATE ZONE 4
51 ECIFICATION5,UNLE55 NOTED OTHERWISE. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- U, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL -- - - - -- ---
HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION MIN. R-VALUE = 4q
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES
NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION.
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL -
UNAUTHORIZED USE UNDER FEDERAL LAW B'f' THE: ARCHITECTURAL WORKS 25• FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. EXTERIOR (2"x6") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY)
COPYRIGHT PROTECTION ACT OF 114610 (AWCPA), WHICH HAS SEVERE PENALTIES. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES
NOTES, AND TABLES ON PAGE 6-003 d 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 18.2.1 SQUARE AND
GENERAL WIND PROTECTION CONNECTION NO"rES:_ SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX 13OLTS AND SCREWS (INCH SERIES).
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = Iq
CONSTRUCTION;SSTD 10-qq AND 2015 5BC HIGH WIND EDITION WOOD FRAME SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ PER TABLE R402.1.2 - CLIMATE ZONE 4 YES FN-
CONSTRUCTION SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PE ,.'s). A5ME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). _ __ -___.. w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: 2
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATESo
26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSVTPI I NATIONAL DESIGN TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GORE USING CHAPTER 4 [RE]. 0
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
BE USED IN ACCORDANCE WITH MANUFAc;TURER'S RECOMMENDATIONS. WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS
3. METAL PLATES,CONNECTORS, SCREWS, E50LTS AND NAILS EXPOSED EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" CASE ARE SPECIFIED,MINIMUM ASTM A653, STRUCTURAL QUALITY,
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL Q
HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S
SHEATHING AND SIDING, FRAMING ANCHORS OR GONNEGTOR5 SHALL BE STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. TABLE R501.7 CLIMATIC OEOORAPHIC DESIGN CRITERIA
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONGPROJECT:
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. w/b" RISE 4 w/(2) 1/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LESS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING
SET b" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. GROUND SNOW LOAD 25 L55
PAPAPI ETRO
RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ALLOWABLE
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF I. ALL SLOPED ROOFING 5HIN6LES SHALL BE GAF-GLASS-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING E3UILDING GODS STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH
RAFTERS. SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE DEFLECT(ON R ES I D E N C E
MANUFACTURER'S CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE L/150
NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 2.2.7. 5REW5: 50REW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 W/ NO FINISHED CEILING ATTACHED TO RAFTERS
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY G
AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL WOODSGREW5 (INCH SERIES). SEISMIC DESIGN CATEGORY B
16" WITHIN W OF EXTERIOR CORNERS. LINE. # 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. INTERIOR WALLS 6 PARTITIONS H/160
WEATHERING SEVERE
5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF INSULATION 20 CEDAR DR
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CONSTRUCTION. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FLOORS a PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" SOUTHOLD
OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FOIL TO BE PLACED TOWARD WARM SIDE.
ALL OTHER STRUCTURAL MEMBERS L/240
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONCRETE/MA5ONRY SPECIFICATIONS. TERMITE MODERATE TO HEAVY
FOUNDATIONS. ANCHOR BOLTS SHALL BE: LOCATED WITHIN 12" OR CORNERS 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION DRAWING TITLE:
AND AT SPACING NOT EXCEEDING WON CENTER. 5. NAILING OF ROOFING SHALL BE TO CODE. WALLS FROM 6' BELOW GRADE TO 24' BELOW GRADE IF DESIRED BY EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ICE BARRIER REQUIRED YES _ GENERAL NOTES
b. CORROSION RESISTANT II CASE ROOFING NAILS AND 16 -ACE STAPLES ARE FOUNDATION WATERPROOFING.
CODES AND REFERENCE STANDARD: PERMITTED EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS:
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - q" R-30 FOR FLAT CEILINGS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 2:12 PITCHES TO 4:12 PITCHES - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS
STATE ENERGY CONSERVATION CONSTRUCTION CODE. - 3.5" R-13 FOR 2"x4" WALL GON57RUGTION
5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. - 5.25" R-21 FOR FLOORS
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME
CONSTRUCTION MANUAL BY THE AMERICAN FOREST a PAPER ASSOCIATION 6YP5UM WALL BOARD STRUCTURAL DESIGN LOADS PAGE:
(AFbPA) AMERICAN WOOD COUNCIL (AWG). I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE COMPOUND METHOD. USE LIME LOAD DEAD=LOAD
G-002m00
PLUMBING CODE. 2. ALL GYPSUM BOARD SHALL BE 1/2' ON WALLS AND CEILING, UNLESS
OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE EXTERIOR BALCONIES 40 psf 15 psf
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE DEEMED APPLICABLE. p
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE.
3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS DECKS 40 psf 15 psf
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET
CODE, NFPA 70 AND 2020 NEW YORK STATE'_ ENERGY CONSERVATION IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING DATE: 01,05,23 2 OF 5
CONSTRUCTION CODE. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN
CONCRETE PANELS OF 5/5" THICKNESS MINIMUM.
ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf
4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE
TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH.
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
QAR�
ALL OPENINGS.
6BOARD. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. SLEEPING ROOMS 30 psf 15 psf � 0���
STAIRS 40 psf 15 psf g /.�
z_ fv ,
GUARDRAILS AND HANDRAILS 200 psf 15 psf
1 6r
12 psf FOR ATTIC a•/
ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH.
. .»
*ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
TYF I C,AL NA I LS I NO/STRAFF I NO REOU I REMENTS FOR FASTENING SGHEDULE A Q
UPLIFT, SHEAR/ $ LATERAL WIND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0
(SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, W
AND ROUGH OPENING FRAMING REQUIREMENTS) J
"ALL STRAPPING TO BE V4"x 20 GAUGE** -- 'SIMPSON" EQUI\/ALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �
*USE 10d NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 201.5 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 � N
Q -r•.� Ln
DESCRIPTION FASTENER SPEC. FASTENER •C 0)
AND QUANTI TY SPAG I NG0'^�
w T� W
•
ID
AT RAFTER TO RGE � ROOF GE I L I NO FRAM I NO 0
� }-
CONNECTION: I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd L N I
` J COMMON NAIL w/o PREBORED HOLES. L0 Z
0
--' '�
RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 _ r-
2ii 2.WOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE •0 w N
FOR STRAP - 3 8 d COMMON R.R. 2.. SERVICE x .Y
NAILS 0 EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 0-003 PER J015T >1 U
5.5HOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL =3 (p
�Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL Q M -N r
FOR ROOF SLOPES UNDER 5:12 WITH • • ' • ' • ' • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL..) SEE PAGE 6-003 EACH LAP .—
ROOF SPANS OF 24' OR GREATER, • • _c O -N LO
USE 4 8 d COMMON NAILS ® EA. l /' • LO
4.NO MIXING OF NAIL SIZES OR TYPES ALWED CEILING J015T LAPS OVER PARTITIONS(PAGE-NAIL) 'I-Ibd COMMON EACH LAP C Q O 0
END OF STRAP. G.J./G.TIES S.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q 1 cL Q
TIGHTLY BOND THE END OF THE NAIL TO A 90' ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE Q)THE ABOVE A55UMES A RAFTER GRAPHIC BELOW)
SPACING OF 16" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER(TOE-NAIL) 2-&d COMMON EACH END
OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS E SPIKES E TABLE
FACTOR OF 1.5. cR 4-I.
RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END
CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUDWALL FRAMING —~
CONNECTION-
FOR
• FOR STRAP - 3 8 d* COMMON NAILS ® EA. B2�/. TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMONPER FOOT `J
• END OF STRAP. `� • • Q
SIM
WHEN IN TOWN OF (SLIP OR NAILING j TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDESIM ' ,
" GEOMETRY EXCEEDS THAT PERMITTED IN € • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 4_
E31 r MAX. NAILING GRID ABOVE UTILIZE
j SIMPSON #42A (OR EQUAL) RAFTER TIE ^- �1 _ HEADER TO HEADER(FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES
FOR TOENAILIN6 - 3 8 d COMMON NAILS
ME SAME ' TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD
CONNECTION FOR G.J. TO R.R. - ci 16 d COMMON NAILS"'."/ BOTTOM PLATE TO FLOOR J015T, BAND JOIST, \./
REQUIREMENTS FOR \"�
RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON 1,2 PER FOOT
APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW
2 16 d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING
V J
CONNECTION GI 02 W JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-45d COMMON PER JOIST
BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END
AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T(TOE-NAIL) 2-&d COMMON EACH END
' G2 TO STUD CONNECTION: BLOCKING TO SILL or
• i £ 3-I6d COMMON EACH BLOCK
, ° TOP PLATE (TOE-NAIL)
G FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST
NAILS ® EA. END OF STRAP
N f ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST
I j FOR EA. PLATE TO STUD ABOVE 8 OR
IBELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST(END-NAIL) 3-I6d COMMON PER JOIST
BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON ' PER FOOT
_m=) • ROOF SHEATH I NO
STRUCTURAL PANELS:
INTERIOR ZONE 5d COMMON 6" EDGE / 12" FIELD
CONNECTION DI 4 D2 SOLID OCKING PERIMETER EDGE ZONE g Sd COMMON 6" EDGE /6" FIELD
o EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ &d COMMON 4" O.G.
UP TO "I" RAKE OVERHANG
• AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING
PLATE(5) CONNECTION: D2
1 GYPSUM ALLBOARD 5d COOLERS �" EDGE / 10" FIELD
W
FOR STRAP - 3 8 d* COMMON NAILS ® EA.
END OF STRAP(WRAP STRAP UNDER SILL PL.) s WALL SHEATHING
• I
S ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW -
2 Ib d COMMON NAILS IF..
8d COMMON b" EDGE / 12" FIIELD
€ STRUCTURAL PANELS° ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(3) 5d COOLERS 7" EDGE / 10" FIELD
FLOOR CONNECTION w/ # LPT4 SIMPSON (OR _ I GYPSUM WALLBOARD
° ° a - � JUJOIST
NAILS• EA.END - Z
STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES �' '�-- Lu
EA.STRAP TO
-0--OR FLOOR SHEATHING (SUBFLOOR) 2
ALTERNATE USE 0
SIMP50N H2.5A) 0
CONNECTION E STRUCTURAL PANELS:
I" or LE55: 5d COMMON 6" EDGE / 12" FIELD
•� ---"" '� • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD -
' - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE.
AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 REDUCED.
PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR
` ° n SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH.
4. ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT:
��`'-•_. ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT.
END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH PAPAPI ETRO
SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE
°^
USED.
FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - RESIDENCE
2 I6 d COMMON NAILS
420 CEDAR DR
SOUTHOLD
SFL I G NCC OF TOP PLATE GABLE ENDWALL
BRAG 1 NO/5TRAPf"I NO DRAWING TITLE:
TOP PLATE --- BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT,
SPLICE BAYS BACK® LESS PROVIDE
LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'BA K a To ALMIN a 12"O.C. STRAPPING, & NAILING DETAILS
FOR WIND - EXPOSURES 6$0 - FOR WIND - EXPOSURES 5$0 -
ALL OTHER GASES OVE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE
1
BUILDING MINIMUM 5PLICE"" BUILDING MINIMUM SPLICE',2'•4 i
DIMENSION (FT) LENGTH (FT) DIMENSION (FT.) LENGTH (FT)
-- -- TYP.STRAP w/(s) PAGE:
-"-- -- - -------- 95d NAILS EA. END
I2'-0" 21-011/2'-6" 12'-0" 3'-O" OF EA.STRAP
ATTIC ®®3 . ®®
-O" 4'-0"
2TY r � I
0'-0" 4'-O"/5'-0" 20'-0" 5'-O"
BLOCKING 2 BAY5
24'-O" 4'-0"/5'-0" 24'-0" 6'-O"
BACK® 4'-O" O.G. DATE: 01.05.23 3 0 F 5
26'-O" 5'-O"/6'-3" 26'-O" 7-0"
J
32'-0" V-0"/T-b" 32'-0" SECOND FLOOR
w
,y..--_..
I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE r�� p
a CCONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE j
LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 6'-O"/I D'-O" 40'-0" II'-O" r�
BLOGKIN6 2 BAYS
PROVIDE AN EQUIVALENT NUMBER OF NAILS tOJ r /�
BACK® 4'-0" O.G.
2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-b" 50'-0" 13'-0"
IN EXPOSURE B TYP.STRAP w/(5)
-- -- — bd NAILS EA. END
3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-0°/15'-O" 60'-0° 1b'-O" OF EA. STRAP
HEIGHT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT
LATERAL LOADS SHALL BE MULTIPLIED BY H/6; FIRST FLOOR
FOR ALTERNATIVE WALL HEIiSHT5 MULTIPLY THE ABOVE 70'-O" I4'-0" 70'-O° 1q.-O" �,
NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ~ +
(ADDITIONALLY,ROUND UP TO THE NE ARE5T FOOT):
80'-O" I b'-0" 60'-0"
W WALL- 1.125
l0'WALL- 125
II'WALL- 1.515 THIS
2 BAYS
12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G.
FOR IO'-O"WALL
4,TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL
MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF GIRDERS, 3 OR MORE SUFFORTS Q
( THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REBLOGK I I` 0 FOR f=LATFORM WOOD FRAM 1 I` O
WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE
ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p
AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6
CONNECTION
s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W
PATTERN DESCRIPTION � TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER � Q
BLOCKING UNDO=R LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES
- MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. P7
NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS 0 12"O.G. P :.
THE SPAN LENGTH FROM AN INTERMEDIATE
2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q
STUDS STUD (3)ROWS IOd NAILS 0 I2•O.C. SERVES AS FIRESLOPPING.
SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE L0
B
SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE j 0) O
(2)ROWS 1/2" m BOLTS a 12'O.G.STA66ER.W; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE
,SUBFLOOR G DBPLATE SERVE AS FIRESTOPPIN6.L.0 ENDS TWO-PIECE ' 0 � r
SOLE PLATE BUILT UP GIRDER P MAX.32" NAILING: = }- c)D (2)ROW5 1/2"m BOLTS a 16'O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE
4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE
SOLE PLATE E (2J ROWS 1/2" m BOLTS 0 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. N
BETWEEN v6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE C m Z d'
5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOGKINO •- e-
F TRUSSLOCK SCREWS o 12'O.G. d 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL.
SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH X U
G (2)ROWS 3-3/b•TRUSSLOGK SGREW5 0 16"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE 0
N SGREwED ON(I)SIDE OF MEMBERJOIST, OTHERS STAGGERED w/ A DISTANCE OF 52"
AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN � O m
H (2)ROWS 3-3/b"TRUSSLOGK SCREWS o 24.O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. �- JOISTS SERVE AS FIRESTOPPINS. = 0 -1--►
l JOIST SCREWED ON(1)SIDE OF MEMBER •1-•+
- -" " -- - THREE-PIECE -7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O
MAXIMUM OFFSET (2)ROWS 5'TRUSSLOCK SCREWS 0 12"O.G. C
J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d _ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS 0
JOIST DEPTH, d SGREI�D ON BOTH SIDE of MEMBER _ P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q 1 n- � 0
MATCHED 51ZE OF BLOCKING K (2)ROWS s'TRUSSLOGK 5GREW5 0 16'O.C. 4 (� 1
UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 W
PARTITIONS ® 32" O.G. BLOCKING STUD (2)ROWS 5"TRUSSLOGK SCREWS 0 24.O.G. BETWEEN v6 OTHERS STAGGERED w/A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING.
DOUBLE PLATE ;�sCRENED ON BOTH SIDE OF MEMBER d 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. - 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL
BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO
GE I L I NO BRAG I NO
NOTE: P FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 �_ /� __ STRINGER TO SERVE AS FIRESTOPPINS.
CANTI LEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED
GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5'OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR
t CONNECTION PATTERN'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ° -
STUD 2.WHEN SGREKN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL `
OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDERGIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v
SUBFLOOR LE PLATE 2"x4'CONTINUOUS GABLE END P MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^
LATERAL BRACE 0 6'O.G. TRU55 THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING
BOLTED TO STEEL COLUMNS. w
BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE
11015T T 2) lod NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED
G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL +J
PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON
NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE
10)8d AILI O FATTERNS FOR SIDE LOADED BAS Oc . FLUSH BEAM✓) •
-LOCATIONS REOUIRUNG FIRESTOPPING- AS FIRESTOPPINS.
NAILS
FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING
STOPPING STOPPING FIRE- FIRE- SOLE
FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING V
MULTIPLE-PIECE MEMBERS rmt
JOIST *5d COOLER NAILS o 10"0.0• NAILED' BOLTED'
II ;I'I NNI, VERTICAL
�SLOGKING 2°x4"BLOCK NAILED TO EA.BRAGS _ -- FIRE5TOPPTNS,WEN
2 ROWS Ibd 3 ROWS Ibd 2 ROWSA' 2 R Lke)s' 2 ROI 5e
w/(4) IOd NAILS COMMON COMMON BOLTS a 2a• BolTs Bolrs
e 12*O.G.° a 12'Of-.* O,G.STA66EREDr o 12"0.0. O b'O.G. COVERING 15 APPLIED \' °
STUD 20 ga.STRAP \\\
GYPSUM BOA TWO ROWS 12'O.G. THREE ROWS 12.O.G. JOISTS bili
TO UNDERSIDE OF
DOUBLE PLATE * 5d COOLER NAILS 0 10"O.G. CIO) bd NAIL BEAM SELECTION w/ 5TD. NAILING a LOCATION I LOCATION 2 LOCATION 3 LOCATION 4
JOIST SHALL BE LOCATED DIRECTLY :NOTE• ENDWAI L s AS NOTED IN NOTES 7 8 8 a " " o o " o " � W
DENOTES ALT.FOR USE OF DRYWALL SCREWS 5 F� I'IRRE-STOOPPING LOO TION
OVER STUDS,UNLESS TOP PLATE IS 4"0 EDGE/12"0 FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6ES SOLE WOOD FIRE5TOPPIN6 OF GIRDER
DESIGNED TO CARRY THE LOAD SCREWS#6- lYa"TYPE W OR 5 FIRESTOPPING
2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.C. LOCATION 5 LOCATION 6
FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE ROLL !,;j
INTERIOR STUD DETAIL THIGKN�DP THE MEMBER I�WASHERS HEAD AND HJT. � � � ° ° ° ° ° ° °
OVERLAID ROOF s.STA66ER EACH ROW OF FASTENERS BY I2'.
O O O CJ O O O n O ! 2'SPACE NOT \ \,
ATTACHMENT (9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. ppl TO BE FILLED \ ® NONCOMBIYTIBLE FIRESTOFPIN6
FIRESTOPPIN6 A �� APPROX.1 INCH THICK
5. _
OF ME EMBER
MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO
BOTH 51
6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.C.OR TRIPLED
FOR 4.O.G.NAIL 5PACIN6. LOCATION -1
5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS:
STRAPPING W/ •1.2 ROWS OF Ibd COMMON NAILS 02'OO)FOR DEPTHS 12'OR LESS LOCATION Q
4 8d NAILS LOCATION 8 FIRESTOPPIN6 0
0 EA.END 0 R.R. 8.3 ROWS OF 16d COMMON NAILS 02'O.C)FOR DEPTHS or 14',16"t lb". LOCATION 10
FULL WIDTH
2" BLOGKIN O
i H
0 C,,ONSTRUGT I ON DETAILS WIND LOAD FATH r=.,ONNEGT I ON DETAILS
N
TOP PLATE Is DRILL 2"40 INTO ROOF
NTERSEGT I ON DETAIL XIS
DECK FOR STRAPPING INSTL.
T.OR NEW
NOT TO SCALE
NEW R.R.SET w/
R.R.BELOW
UPPER TOP PLATE LAPS 4 IOd
LATIN OUS LOWER TOE NAII-51 NOTED CONT.BLOCKING
TOP PLATE SPIKED TO R.R.'s
ALIGN NEW d EX.
R.R.A5 SHOWN
KING STUDS-
PLAN
TUDS PLAN VIEW
NOTE: SIMILAR o SHED' WOOD JO 15T -0 WOOD JO I S
ROOF,R.R. IN LINE CRIPPLE STUD
BLOGKINO -0 JOIST HANOER HEADER
OENERAL REOU I REMENTS FOR OENERAL REOU I REMENTS FOR - - W
INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDERMEADER o
WOOD OI RDER JACK STUDS
AIN MEMBER WOOD JOIST fl
i
0.
a
'� JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAMING FLUSH WITH OI RDER/HEADER TYP I CAL HEADER CONNECTION
I. TOE-NAILS SHALL BE DRIVEN® AN ANGLE OF PROJECT:
IAM•X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX.
THE LENGTH OF THE NAIL FROM THE MEMBER END, PA PA P I ET R 0
I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE
THE MEMBER, STRAIGHT THROUGH AND BENT OVER
A MIN. OF (5) NAIL DIAM.'s AT A 90" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE
MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST
51X TIMES THE DIAM. OF THE NAIL RAFTER O
5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL
BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD 0 WALL STUD 0
WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT <� CEDAR
p
IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR - 420 CEDAR DR
DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE SOUTHOLD
GHIM. CHASE SECURINO @ STD. SIDE WALL
DRAWING TITLE:
WALL STUD O FRAMING GRAPHICS
BEAM CONNECTION PATTERNS
FIREBLOCKING DETAILS
NOTE:a 0HA5E° WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION
w/STUDS TO ATTIC, FLOOR d BLK'S TO
R/L SIDES w/5TRAPPINS TO R/L SIDES)
PAGE:
TOP PLATE® o Q WIND RESISTANT CONSTRUCT I ON GONNEC.,TORS
GHIM. CHASE WALL �z Q G-004
iCONNECTION LOCATION: PART NUMBER: NOTES: ■
OO
o e° Q RI DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS
o ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER
IL z Q DATE: 01.05.23 4 OF 5
ROOF p IL T z
0
RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
REOV BLOCKING 1 p OO PLATE-TO-WALL STUD CS20 @ 181
TO ALIGN w/STRAPPINS w F w a APPLY TO EACH WALL STUD
® EA. LEVEL ABOVE N - --
THE FIRST FL! ®z® 2ND . FLOOR WALL=T0-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD ED Ail
FLOOR/GL6. HEADER-TO JACK STUD G520 @ 12 JK
APPLY TO EACH ACSTUD
CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END
IST. FLOOR-UNDER-SILL G520 WRAP UNDER DOUBLE SILL PLATE t'�� ~ Y�" = °'' `' ��
PLATE -y� 3� p� (?
SIDE VIEW FLAN V I EN (USE WITH 3 SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
Ld
3" x 5" ALUM. Ld
DOWNSPOUT J c;
DOWN TO SPLASH
0�
(r9JAPD a GRADE w C%4
Lr)
CY) 0
0
C14
0 c
Lo :i q
> 0 o
7
0 0 M
0 Lf)
ci
c:
vc-) :2 o
EX15T. RIDOE HEIGHT
— <
--—---------- -—-—-—-—
ELEV. +15.6 -------
7-
D
m
7--
-
REI El
_7 7--
_u
Ll
/-Jr%5A5EL I NE
f
ELE\/. +0.0' ❑
FROFOSED NEST ELEVATION (FRONT) ❑
SCALE: 1/4" = V-0--
----- -------
L-- Z-
DONNISPOUT
DOWN TO SPLASH
CAJARV a GRADE
PARTIAL ROOF PLAN
50ALE- 1/4" = 1'-0"
z
w
O
Lil
PROJECT:
PAPAPIETRO
RESIDENCE
FL)OO' RAFTER ------ 420 CEDAR DR
,/-- 2X 4 BLOC.,< 1NO SOUTHOLD
NOTGH R.R. I LiL
1-1 Lil DRAWING TITLE:
a- PROPOSED EXTERIOR ELEVATIONS
OUTR I OOERS M PARTIAL PROPOSED ROOF PLAN
LLLIU u � H- � FLY RAFTER DETAIL
�LILIL�_
-ul-1 11LUA
LW
11
I PAGE:
At
PROPOSED SOUTH ELEVATION (RICHT SIDE) A-201-A ., 00
SCALE: 1/4" = 1'-0"
DATE: 01.05.23 5 OF
ELY RAFTER PETAIL
SCALE: 5/4" = 1'-0"
m
'A 374(3 4O