HomeMy WebLinkAbout52198-Z 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#: 52198 Date: 08/20/2025
Permission is hereby granted to:
Thomas D Agell
224 W 22nd St
Huntington, NY 11743
To:
Construct additions and alterations to an existing single-family dwelling as applied forto include fire
damage repair and new additions.
Premises Located at:
1285 Three Waters Ln, Orient, NY 11957
SCTM# 15.-3-45
Pursuant to application dated 08/01/2025 and approved by the Building Inspector.
To expire on 08/20/2027.
Contractors:
Required Inspections:
Fees:
Fire Repair-Residential $736.50
CO Single Family Dwelling-Addition /Alteration $100.00
Total $836.50
Building Inspector
4 r �, TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://wwwsotitholdtowtiiiy.gov
Date Received
APPLICATION FOR BUILDIN�G PERMIT
For Office Use Only F III
I)
PERMIT NO, Building Inspector: ;
b A U G I
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. f wwtol
Date: `7 L,3) W-Z6
OWNER(S)OF PROPERTY:
Name:Thomas Agell SCTM# l000-015.00-03.00-045.000
Project Address:1285 Three Waters Lane, Orient NY 11957
Phone#: (516) 480-7096 Email:tage116030@aol.com
Mailing Address: 1285 Three Waters Lane, Orient NY 11957
CONTACT PERSON:
Name: Melissa Butler
Mailing Address:206 Lincoln Street, Riverhead NY 11901
Phone#: (631) 338-8449 Email: mbutier75@mac.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jeffrey T. Butler, PE PC
Mailing Address:206 Lincoln Street, Riverhead NY 11901
Phone#: (631) 208-8850 Email:jeff@butler-ae.com
CONTRACTOR INFORMATION:
Name: PCI Services, Inc.
Mailing Address: 701-8 Koehler Avenue, Ronkonkoma NY 11779
Phone#: (631) 738-6900 Email:mikem@pci-services.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration RRepair ❑Demolition Estimated Cost of Project:
❑Other _J,60
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo
6MVIAP,AMA
PROPERTY INFORMATION
Existing use of property: SF Residence Intended use of property: N/C
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes No IF YES,PROVIDE A COPY.
1i (111e1':k 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 of5outhold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Melissa Butler
Application Submitted By(print name): MAuthorized Agent ❑Owner
Signature of Applicant: " G Date:
STATE OF NEW YORK)
SS:
COUNTY OF,
Melissa Butler
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
Agent
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
PP pp g f and
application;that all statements contained in this application ar-true to the best`tif l li /her knowled + and belief;
that the work will be performed in the manner set forth in the�apllication file there "th.
Sworn before me this
ay of4 2D "
Notary Public
ADAM MATROS
OTARY PUBLIC STATE OF NEW YORK
SUFFOLK COUNTY
LIC.#01MA6354670 O ,� ""l+= I�
COMM.EXP.02/21/2029
(Where the applican . not the owner)
Thomas Agell 1285 Three Waters Lane
I, residing at
Orient, NY 11957 Melissa Butler
do hereby authorize to apply on
my behalf'to he Town of Southold Building P P Department for approval as describe here"
Owner's Signature bite
Print Owner's Name
2
DRAWN MM CHECKED MM DATE JULY 2025 DRAWING &JOB N0. 25-739 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION
_ AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF
ANY, NOT SHOWN ARE NOT GUARANTEED. SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
l�
Q1 f ELEVATIONS REFER TO NAVD 1988 COPIES OF THIS SURVEY MAP NOT BEARING
1
Area- 2,9 0 s . STRUCTURE HEIGHTS SHOWN THUS: (X.X) INKEDTHE LAND SURVEYOR'S SEALO
EMBOSSED SEAL HALL NB CONSIDERED
TO BE A VALID TRUE COPY.
MA Premises known as:
GUARANTEES INDICATED HEREON SHALL RUN
PANEL 36103CO086H # 1285 Three Waters Lane, Orient ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
EFF. DATE 9/25/2009 TITLE COMPANY, GOVERNMENTAL AGENCY AND
ZONE X, AREA OF MINIMAL FLOOD HAZARD LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. GUARANTEES ARE NOT TRANSFERABLE.
LOT 33
RESIDED
USES WELL WATER
ENC
utility �E
pole 7,5 S85057 40" .FILED MAP LINE
2T-----_ - T2.4'S .Q0
100 '
I 2 --~-e ��� Monument
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W 5.2'S �.42 .1 centerline
O 1 '
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22.73 past
N shed
X
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1 9.8, 30. 2_.42
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s N 5 14.2 N LOT 34
god N 2147- BE "-123.90
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3 � 4 wood fence 241 38.6'
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21i8
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2.1 e58 „ Trailer 1 N e--
shed 22.34
(9.1) x 22.87 N
a, 42.2'
c _
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electric *
meter O M
21.90
21.77 X21.80
21.9
utility pole
106.55' Monument
N85457340"w 22.26 22.36
Pavement edge 21.45
x21.58 21,56
21.65 asphalt pavement
North '-we % X21
48
of: NIEW ct rive
CO -
C.a
Z Survey of Lot 34
MAP OF ORIENT-BY-THE-SEA, SECTION ONE
a FILED NOVEMBER 21 , 1957 AS FILE NO. 2777
situate at
Orient
Town of Southoid
Michael W. Minto, L.S. C. Suffolk County, Now York
LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 15 Block 3 Lot 45
NEW YORK STATE LICENSE NUMBER 050871
87 Woodview Lane Scale 1 "= 20' Surveyed July 17, 2025
Centereach, N.Y. 11720 GRAPHIC SCALE
PHONE/FAX: (631) 580-1202
CELLULAR: (631) 766-9714 20 0 10 20 4 1 a 9
EMAIL: mikemintolspc®gmail.com -
( IN FEET )
1 inch = 20 ft.
P4�1 50-1 A55c
TYPE V WOOD FRAME 6„Dom• TABLE R301.5 DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET).
CONSTRUCTION BASED MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) WIND SUEJECT TO DAMAGE FROM
ON SECTION 602 GROUND SPECIAL SEISMIC FROST WINTER AIR ANNUAL ICE BARRIER USE/ d
tt1
OF THE BCNYS USE LIVE LOAD SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD WALL SHEATHING OCCUPANCY MEAN ASPECT TYPE OF N
LOAD MPH ATAGORY EFFECTS REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTIO
UNINHABITABLE ATTICS WITHOUT STORAGE 10 MODERATE SLIGHT TO FROM CURRANT PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=1,150 SQ.FT.
REFLECTIVE RED PANTONE UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES F MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 23'-0' 18'-8" 1:3 SECOND FLOOR=205 S .FT. TYPE V
(PMS#187) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 a
�� as ACTUAL FINISHED GRADE SEE DFTAIL SHEET FOR TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, Q
BALCONIES(EXTERIOR)AND DECKS 40 2020 NYS UNIFORM CODE: WINDOW PERFORMANCE DATA: w
REFLECTIVE WHITE FIRE ESCAPES 40 [EXISTING
Y VARY DEPENDING ON HIGH V7IND CONNECTION THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 w
1/2" GUARDS AND HANDRAILS 200 THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE GRADE CONDITIONS REQUIREMENTS ALL WINDOWS BY ANDERSEN,SERIES 400 DOUBLE HUNG ENERGY CONSERVATION CONSTRUCTION CODE
STROKE GUARD IN-FILL COMPONENTS 50 WITH 2O20 RESIDENTIAL BUILDING CODE U=.30,SHGC=.30,DP 30,DUEL PANE (https://www.andersenwindows.com) i
SIGN FOR WOOD FLOOR AND PASSENGER VEHICLE GARAGES 50 PUBLISHED BY NEW YORK STATE.
ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER
ROOMS OTHER THAN SLEEPING ROOMS 40
WOOD ROOFING FRAMING TO THE BEST OF OUR KNOWLEDGE,THESE PLANS TABLE R301.7 MECHANICAL SYSTEM FEATURES:
SLEEPING ROOMS 30 SCOPE OF WORK: a
STAIRS 40 COMPLY WITH THE TOWN OF SOUTHOLD ZONING ALLOWABLE DEFLECTION NO CHANGE TO EXISTING MECHANICAL SYSTEM
AND CONSTRUCTION CODES. OF STRUCTUAL MEMBERS(b,c) REPAIR OF FIRE DAMAGED DWELLING IN
TRUSS IDENTIFICATION SIGN: TABLE R301.6 FOR PYRAMID COMPLIANCE,SEE SECTION A-A AIR SEALING NOTES: ACCORDANCE WITH THE 2020 EXISTING BUILDING O
STRUCTUAL MEMBER ALLOWABLE THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; CODE-NF,W YORK STATE.THE BUILDING HAS SUSTAINED ~
IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, DEFLECTION THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE LESS THEN SUBSTANTIAL STRUCTURAL DAMAGE TO E
O
SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED PER SQUARE FOOT OF HORIZONTAL PROJECTION PERFORATED SHEAR WALL DESIGN METHOD-130 MPH, RAFTERS HAVING SLOPES GREATER THAN 3:12 Lr1so WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS VERTICAL ELEMENTS OF THE LATERAL FORCE-RESISTING a
TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM WITH NO FINISHED CEILING ATTACHED TO RAFTERS (CHECKLIST)OF THE 2015 IECC. SYSTEM(CHAPTER 2,DEFINITIONS)AND HAS BEEN w
COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES TRIBUTARY LOADED 2015 130 MPH,TABLE 12 AND 13. EVALUATED BY JEFFREY T.BUTLER,P.E.,P.C.IN
AREA IN SQUARE FEET INTERIOR WALLS AND PARTICIANS H/180 Q
WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CF.RTIFICATF,SHALL ACCORDANCE WITH SECTION AJ 106(NYS RES CODE) tk
FOR ANY STRUCTURAL O
CONSTRUCTION AND/OR TIMBER CONSTRUCTION. FLOORS �� BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE IT HAS BEEN DETERMINED THAT THE STRUCTURAL, �
MEMBER CEILINGS WITH BRITTLE FINISHES THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT DAMAGE IS LIMITED TO LESS THAN 15%OF THE VERTICAL
0 TO 201 TO OVER (INCLUDING PLASTER AND STUCCO) IJ360 R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) LOAD CARRYING COMPONENTS,THUS IT IS DEEMED TO BE w
ROOF SLOPE 200 600 600 AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC BELOW SUBSTANIAL STRUCTURAL DAMAGE PER AJ 201. O
CEILINGS WITH GYPSUM
FLEXIBLE FINISHES in40 AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING CLEANING AND SEALING THE BALANCE OF THE STRUCTURE O(INCLUDING GYPSUM BOARD) Q �
FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, WHERE SMOKE DAMAGE EXISTS WILL BE DONE AS PART OF
ALL OTHER STRUCTURAL MEMBERS M40 w
(1:3) THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND THE SCOPE.
EXTERIOR WALLS-WIND LOADS (a)WITH SERVICE WATER HEATING EQUIPMENT. THE GARAGE MITIGATION IS DEEMED A REPAIR AND SHALL BE DONE IN
RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 PLASTER OR STUCCO FINISIES60 THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY COMPLIANCE WITH APPENDIX J,SECTION AJ401. THE ADDITION
12 INCHES PER FOOT(1:1) EXTERIOR WALLS-WIND LOADS(a)WITH OTHER THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION OF THE NEW STORAGE AREA OVER THE GARAGE IS AN ALTERATION z w
BRITTLE FINTSHES In40 OF ANY COMPONENTS OR FINISHES. AS WELL AS THE PROPOSED STIED DORMER OVER THE EXISTING LIVING ROOM
RISE 12 INCHES PER FOOT(1:1) 12 12 12 EXTERIOR WALLS-WIND LOADS(a)WITH 5m
AND GREATER r--WALLS
LF.XTBl.E FINISHES L120(d) UI �p
SUPPORTING MASONRY GFA:
(e) L600 LOT AREA=12,910
NOTE:L=SPAN LENGTH,H=SPAN HEIGHT ALLOWABLE GFA=2,100 SQ.FT.PLUS(2,910 X.125)=2,463 SQ FT
a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, PROPOSED GFA:
THE WIND LOAD SHALL BE PEFJv=D TO BE TAKEN AS 0.7 TIMES THE EXISTING LIVING AREA=],150 SQ.FT.
COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2).
b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH EXISTING GARAGE AREA=205 SQ.FT.
OF THE CANTILEVER. EXISTING REAR COVERED PORCH=206 SQ.FT.
C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED PROPOSED STORAGE AREA=228 SQ.FL
TOTAL GFA=1,789 SQ.FT. z
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S� SHINGLES STIN
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LEFT SIDE ELEVATION. REAR ELEVATION
1 of
COPYRIGHT 2013 JEFFREY T. BUTLER, P.F., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.
1
R905.1.2 ICE BARRIERS:
\ IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING
` ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED
2x10 RIDGE \ IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR
2x8 RAFTERS _ ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED
1/2" CDX SHEATHING , SEE DETAIL SHEET FOR ` ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES
150 FELT `v_ALL STRAFING DETAILS AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER
ASPHALT ROOF SHINGLES I 1 ` THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A
CONT RIDGE VENT 2'0„ PROVIDE ICE BARRIER PER SELF-ADHERING POLYMER-MODIFTEDBITUMEN SHEET SHALL BE USED
R905,1,2, TYPICAL ALL IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE
ROOF VENTILATION 1:300 OF THE INSULATED 12 r(MIN) \ LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN
CEILING AREA UNIFORMLY DISTRIBUTED ` 8� 2x4 T. m I61''o.G, ,I_` 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.
EAVE PROTECTION TO EXTEND FROM THE - LOCAtED IN-UPPER 1/3R ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN S UNITS VERTICAL
IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED
EDGE OF THE ROOF,36" UP THE SLOPE �' OF ATTIC PER 3.2.5.1 `
EXISTING' oP 2018 WFGM � I �� \ NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE STRUCTURAL BUT NOT LESS THAN 12" BEYOND ' `
RIDGE THE INTERIOR FACE OF THE EXTERIOR WALL FROM THE EAVE EDGE OF THE BUILDING.
BAFFLE AS REQUIRED FOR ROOF VENTILATION ' 1
EXCEPTION:DETACHED ACCESSORY STRUCTURES
NOT CONTAINING CONDITIONED FLOOR AREA.
EXISTING
' ROOF RAFTERS PROPOSED STORAGE -
NEW (3) 1 3/4 x9 1/4 `.
LVL R.R. BEYOND STORAGE ONLY o
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MATCH EXISTING
EXISTING 2X8 C.J,
SOLID BRIDGING
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EXISTING: EXISTING _ w
EXISTING EXISTING BATHROOM BEDROOM NEW 1/2" GWB EXISTING= GARAGE a , � a
COVERED FAMILY ROOM 11 TO BE REBUILT p'
8 O CLG. HGT. EXISTING 2x6 STUDS
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NEW GWB (1/2 ) NEW 5/8 GWB ON WALLS CIO
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NEW TRIM SPACKLE t PAINT NEW TRIM U I (�
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NEW 2X6 ACQ SILL WITH /�yam' 2
TERMITE SHIELD AND SILL SEAL PYRAMID COMPLIANCE o
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PROVIDE 5/8 ANCHOR BOLTS 36 O.G. MAX. G
WITHIN 1' OF EACH SPLICE IN SILL PLATE ON EXISTING FOUNDATION w
WHERE GARAGE IS TO BE REBUILT m
SECTION 5-5 SECTION /I—A EPDXY IN PLACE WITH l" MIN EMBEDMENT
NOTE: ALL SMOKE IMPREGNATED WOOD FRAMING TO BE SPRAY SEALED
WITH FIBERLOCK RECON FIRE AND SMOKE SEALER. FOLLOW PRODUCT
GUIDE FOR APPLICATION.
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IMPACT WRENCHES SHOULD NOT BE USED. FOUNDATION FLA I V 1
VERTICAL HDU INSTALLATION
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SMOKE DETECTOR � PAGE &
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CARBON MONOXIDE DETECTOR _______
MANUFACTURED BY SIMPSON 0 ONE PER FLOOR B
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COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.
I
[NY]N1109.1.1(R503.1.1)BUILDING ENVELOPE. CHAPTERI I[RE]:ENERGY EFFICIENCY:
BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION NOTE:
N1102.1.2 OR N1102.1.4,SECTIONS N1102.2.1 THROUGH N1102.2.13,NI 102.3.1,N1102.3.2,NI 102.4.3 AND NI 102.4.5. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(TILT?"ENERGY
EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE RF.QUTREMFNTS CODE")IS ADOPTED PURSUANT TO ARTICLE 11 OF THE ENERGY LAW.THE ENERGY
FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: CODE IS SET FORTH IN PART 1240 OF TITLE.19 OF THE,NEW YORK CODES,RULES AND
LSTORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. REGULATIONS("PART 1240")AND IN THE PUBLICATIONS INCORPORATED BY REFERENCE.
2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE IN PART 1240.THOSE PUBLICATIONS INCLUDE,BUT ARE NOT LIMITED TO,THE 2020
CAVITIES ARE FILLED WITH INSULATION. ENERGY CONSERVATION CONSTRUCTION CODE,OF NEW YORK STATE(THE"2020
lCONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. ECCCNYS").THE.PROVISIONS OF THE ENERGY CODE APPLICABLE,TO"RESIDENTIAL
4ROOF RECOVER. BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE
5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE.SHEATHING OR INSULATION IS EXPOSED "ECCCNYS-RESIDENTIAL PROVISIONS"
DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. CHAPTER 1 I IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAI.
6.SURFACE-APPLIFD WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES PROVISIONS AND IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS
TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE.THE GLA7NG OR CODE.HOWEVER,THE LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS
FENESTRATION ASSEMBLY TO BE REPLACED. SET FORTH IN PART 1240 AND THE.PUBLICATIONS INCORPORATED BY REFERENCE IN
7.ALTERA'IIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, PART 1240,AND IN THE EVENT OF ANY CONFLICT BETWEEN THE PROVISIONS OF THE
PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE-INSTALLED INTERIOR LIGHTING POWER. ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH IN CHAPTER 11,THE
NI109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILI.CONTROL.
WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION
PRODUCT,INCLUDING SASH AND GLAZING,THE,REPLACEMENT FENESTRATION UNIT SHALL MEET THE SECTION N1107(R501):EXISTING BUILDINGS-GENERAL:
APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE N1102.1.2.WHERE MORE
THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE NI 107.1(R501.1)SCOPE.
OF THE U-FACI'OR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN THE PROVISIONS OF SECTIONS Nl 107 THROUGH NIII I SHALL CONTROL THE
ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS
AND STRUCTURES.
N1109.1.2(R503.1.2)HEATING AND COOLING SYSTEMS. [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.
NEW 3036 DH NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATTON SHALL COMPLY ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM
WITH SECTION N1103. OR PORTION THEREOF SHALL COMPLY WITH SECTION N1108,NI 109 OR NI 110.
(2)2xiQ HDR EXCEPTION:WHERE,DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM
SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER.
- TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. EXCEPTION:THE.EXCEPTIONS OF SECTION NI 101.1 OF THIS CODE SHALL_APPLY.
2x8 R.R. 6 16" O,C. ' 2x8 R.R. 16" O,C, v\i N1109.1.3(R503.13)SERVICE,HOT WATER SYSTEMS. N1107.2(R501.2)EXISTING BUILDINGS.
NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE,SHALL NOT BE USED TO REQUIRE
UJ N1103.5. THE REMOVAL,ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED
QI Q USE AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY
_ Nl lD9.1.4(R503.1.4)LIGHTING. IN EXISTENCE AT THE TIME OF ADOPTION OF THIS CODE.
IYI NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION N1104.1.
p EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PF,RCENT OF THE LUMINAIRES IN A SPACE, N11073(R5013)MAINTENANCE. `o
cv' � PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. BUILDINGS AND STRUCTURES,AND PARTS THF.RFOF,SHALL BE MAINTAINED IN A SAFE O
IK z AND SANITARY CONDITION.DEVICES AND SYSTEMS THAT ARE,REQUIRED BY THIS CODE N>
A N1109.2(R503.2)CHANGE IN SPACE CONDITIONING. SHALL BE MAINTAINED IN COMPLIANCE WITH THE CODE EDITION UNDER WHICH
PROPOSED ANY NONCONDITIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE INSTALLED.TILE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE 0
F SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. FOR TIlF MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF TI-IIS
STORA E LOFT J U EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION OF ENERGY
(UNFINISHED, ST RACsE ONLY) N a _ WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING
:�t +n PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N 1105.3. STRUCTURES.
Q� 1 "oo SECTIONN1110(R504):REPAIRS:
X [NY]NI 107.4(R501.4)COMPLIANCE.
N1110.1(R504.1)GENERAL. ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION
o BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION OF,EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR
NI107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,
x
U REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL RESPECTIVELY,IN THE NEW YORK STATE UNIFORM FIRE-.PREVENTION AND BUILDING
NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE CODE,(THE,UNIFORM CODE)THE NEW YORK STATE ENERGY CONSERVATION
t+1
O o 2x8 G.J.'+� 16" O.C, o REQUIRED BY SECTION N11073,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR CONSTRUCTION CODE(THE ENERGY CODE),AND NFI'A 70. z
1 M
DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS
0 U IN THIS SECTION. NT107.5(R501.5)NEW AND REPLACEMENT MATERIALS. o
EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS
Q [NY]N1110.2(R504.2)APPLICATION. PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE C°
FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: MATERIALS SI IALL BE PERMITTED FOR REPAIRS,PROVIDED THAT HAZARDS TO IIFE w
`v N ].GLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. HEALTH OR PROPERTY ARE NOT CREATED.HAZARDOUS MATERIALS SHALL NOT BE
N 11'10'+ 2.ROOF REPAIRS. USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW'THEIR USE IN =
El 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION,
z
ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE TILE INSTALLED INTERIOR �
(2)2xl HDR LIGHTING POWER. [NY]N1107.6(R501.6)HISTORIC BUILDINGS. m
4RREPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL NO PROVISIONS OF THIS CHAPTER I 1 RELATING TO THE.CONSTRUCTION,REPAIR,
NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE ALTERATION,RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR
(2)2x10 HDR (2)2xlO NOR (2)2x10 HDR NEW 3050 DH-2 THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. HISTORIC BUILDINGS.
2020 2020 2020 SECTIONNl1I1(R505):CHANGE OF OCCUPANCY OR USE: SECTIONN1108(R502):ADDITIONS:
FIXED FIXED FIXED N1111.1(R505.1)GENERAL. N1108.1(R502.1)GENERAL.
SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALT.
FOR EITHER FOSSIL FUEL OR FLF.CTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. CONFORM TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW
CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION OF THE EXISTING
N1111.2(R505.2)GENERAL. BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CHAPTER.ADDITIONS SHALT.
2'4'/2" 2'6" 2'6" 2'4Y2" ANY SPACE THAT 1S CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING
OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER WHERE
9191, EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY WITH THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION U
THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT COMPLY WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITHowl
OF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 THE ADDITION DOES NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS ,1
SHALI.BE IN ACCORDANCE WITH SECTION NI 108.1.1 OR NI 108.1.2. X
N1108.1.1(R502.1.1)PRESCRIPTIVE COMPLIANCE. ,4
ADDITIONS SHALL COMPLY WITH SECTIONS N1109.1.1.1 THROUGH NI 108.1.1.4. L
UJ 3: -
EXISTING SCREENED OPENINGS (1 c11
8 3:
ROOF PLAN 0 z Uj
c
��
z EXISTING O
COVERED PORCH (L
PROPOSED STORAGE AREA = 228 SQ.FT, o CATH CLG, N 0 Q O
N1102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). NO WORK EXISTING n
(�
IN ADDITION TO THE REQUIREMENTS OF SECTION N1102.1,INSULATION
SHALL
SHA MEET THE SPECIFIC REQUIREMENTS OF SECTIONS (X O
NIL02.2.1 THROUGH N1102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC U w \ p O
SPACES.WHERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE 15'3" 2'0" f 12'4" a
CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING Z w N _
AREA REQUIRING INSULATION SHALL SATISFY THE.REQUIREMENT FOR Q g o
R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30
INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE X EXISTING d CL Q
NOTE: AT TUB/SHOWER LOCATIONS SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING EXISTING BEDROOM o U-
• Q = o
R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING BILCO DOOR PROVIDE RILL HEIGHT GAM PRIOR
TO INSTALLING TUB ON OUTSIDE WALL INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION m 8'O GIG. HGT, - IF NEW STORAGE ROOM ABOVE - 3W
AIR SEAL PER DETAIL,THEN INSTALL WHEREVER THE FULL.HEIGHT OF UNCOMPRESSED R-38 INSULATION
UNIT. EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION I �, 0 4 4"��� (2) 2X8
SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION z (X NEW INSULATION
N1,102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION NI102.1.5. N p NEW GWB (1/2") 4" � i ENGINEER:
NL102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION EXISTING EXISTING EXISTING co CXISTING GARAGE
X N NEW FLOORING S �(
-_-- N1,102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30IN THE - --- -.-- NEW TRIM TO BE REBUILt F N V
CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ,
ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM + _ �EX o -- F SPACKLE 4 PAINT EXISTING SLAB
REQUIRED INSULATION FT-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES ° qT1 I ltxu
SHALL BE R-50.INSULATION SHALL EXTEND OVER THE TOP OF THE WALL ® NEW $/8 GWB ON WALLSPLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. � AND CEILING PER CODE r k
EXISTING BAT •'- ��
CEILING DRYWALL TAPED THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION „ 0 Q
TO WALL DRYWALL N1102.1.2 SHALL BE LIMITED TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF ' NEW 2x8 F,J. a 16 O.C. TTI a � W
CLEAN AND PAIN W.C. -Z -- CU
THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION EXISTING MAV
_ _
C7 _ (z) 2X8 O ,^_, N r2t .:._�
SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION ' + ++ - - - - oQ �-�'� L�
DRYWALL CAULKED,GLUED KITCHEN I 3 3 p 1 T = M
N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. H --r--
OR GASKETED TO TOP PLATE NI102.23 402.23 EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED � 1&" CLG, HCsT. - �. .� 'x N N 3493
EXISTING N FES ^���
ATTICS,A BAFFLE SHALT.BE INSTALLED ADJACENT TO SOFFIT AND EAVE W _. i X, o 4• X ;I � (� S1O
DRYWALL CAULKED,GLUED UJ, NO WORK ® N
VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN BEDROOM >�, 0 3�� E F ., �• •�
OR GASKETED TO BOTTOM PLATE THE SIZE OF THE VENT.THE BAFFI.E SHALL EXTEND OVER THE TOP OF THE l'8" CLG. HGT, ---'--- I O �' 1- _ _ -NEW 2x6 WALL ON
ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID _ _ \ ]STING 2T 12 RIDGE_ _ _ _ (2)2X8 EXISTINCs FOUNDATION JEFFREY T. BUTLER, P.E.
MATERIAL. W/C2) I 4 X II v8 LvL STR. RID G T TECO ALL FLUSH
BOTTOM PLATE CAULKED NI 102.2.4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM EX' CONNECTIONS 0 m
OR GASKETED TO SU15FLOOR CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND NO WORK °_ ------ REF• STEP UP 12'1' O
-------------
CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS so
Co H m
THAT PLEVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PULL DOWN ATTIC -
SUBFLOOR GLUED,CAULKED OR (j O
PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, EXISTING �� j EXISTINGACCESS, DOUBLE �, x GASKET TO RIM JOIST/RIM CLOSURE BATH O FRAME. PROVIDE I HOUR A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED O1 0 n- v
' FAMILY ROOM - ' RATING t0 OPENING � ° O 11
RIM JOIST/RIM CLOSURE CAULKED TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING sQ a (X (X � O a O
SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL NO WORK co 8'O° GIG. HGT, � O cn O
OR GASKETED TO TOP PLATE E., EX. F.P. � e z �
PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE > U >
OF THE LOOSE-FILL INSULATION. O - NEW INSULATION lX W �- ` N O U
DRYWALL CAULKED,GLUED EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES W 0 „ `t d �G-I-O R 1'e d' - Q z ~ 0
OR GASKETED TO TOP PLATE TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION �A �I NEW GWB (i/2 ) 13 C4 I (/� re Q
REQUIREMENTS OF TABLE NI 102.1.2 BASED ON THE APPLICABLE CLIMATE W C oUo '� NEW FLOORING `✓ �_ 0 W J z m
ZONE SPECIFIED IN SECTION NL101.7. NEW TRIM N
ml SPACKLE 4 PAINT I`cn
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1 '"�., SEE_PORTAL_FRAME-_DETAIL) I I
W (K Z 4
DRYWALL CAULKED,GLUED 1 Fz- NEW 8070 0.I1.D. O
OR GASKETED TO BOTTOM PLATE EXISTING 3� - �3 N (�
BEDROOM z, NEW (3) i 514 A 1/44'r LVL ,z w u-
EXISTING
-l'B" CLG. HGT, LIVING ROOM
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BOTTOM PLATE CAULKED C7 w _W O
OR GASKETED TO SUBFLOOR IV' CLG. HGT, , + z mljj a
NO WORK NO WORK � O -a
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w ( 14'8 I W O
SUBFLOOR GLUED,CAULKED OR U-
GASKET TO RIM JOISTIRIM CLOSURE I z O :3 _ Q
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RIM JOIST/RIM CLOSURE CAULKED EXISTING EXISTING
OR GASKETED TO TOP PLATE CI - V li
o p•o SILL PLATE INSTALLED OVER SILL GASKET EXISTING LL; w
EXISTING EXISTING COVERED PORCH o
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a NO WORK
0° c � EN° NOTE: SHADED COMPONENTS DESIGNATE
AIR BARRIER SYSTEM EXISTING WALL LEGEND:
FIRST FLOOR FLAN
D D
EXISTING LIVING AREA = 1,150 SQ.FT- n r7l EXISTING WALL
AIRSEALING DETAILS EXISTING GARAGE AREA = 205 SQ.FT.
EXISTING REAR COVERED PORCH = 20w SQ. FT. `"'-"-'--"--"-"--'--- •
EXISTING 2x4 WALL TO BE REMOVED •
SMOKE DETECTOR O
& INTERCONNECT PER GORE 1) PROPOSED 2x6 WALL
CARBON MONOXIDE DETECTOR
0 ONE PER FLOOR
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P,G.
R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL R302.11.1 FIREBL ED I IN MATERIALS.
EXCEPT AS PROVIDED SECTION R302.11,ITEM 4,FIREBLOCKING SHALL
AND CEILING FINISHES. CONSIST OF THE FOLLOWING MATERIALS.
FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING
FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4 DOUBLE TOP PLATE
1.Two INCH(51 MM)NOMINAL LUMBER. ROOF FRAMING
R302.9.1 FLAME SPREAD INDEX.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH
GREATER THAN 200. BROKEN HAP JOINTS.
EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES 3.ONE THICKNESS OF 23132-INCH(18.3 MM)WOOD STRUCTURAL
SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS, PANELS WITH JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD
BASEBOARDS AND HANDRAILS;TO DOORS AND WINDOWS OR THEIR STRUCTURAL PANELS.
FRAMES;OR TO MATERIALS THAT ARE LESS THAN 128INCH(0.91 MM)
IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH RIPPLE S S STUD TO RAFTER CONNECTION
IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLE-BOARD. TOP PLATES
GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED OR FLOOR TO FLOOR CONNECTION
TO A NONCOMBUSTIBLE BACKING. 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. HEADER DEPENDING ON CONDITION,SEE
R302.9.2 SMOKE-DEVELOPED INDEX.
WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX 6.ONE-QUARTER-INCH(6A MM)CEMENT-BASED MILLBOARD. DETAILS ON SHEET 7 OF 7 THIS SET
OF NOT GREATER THAN 450.
7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER HEADER TO STUDS
R302.9.3 TESTING. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE
TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 CR UL 723. SECURELY RETAINED IN PLACE. STUD
R302.9.4 ALTERNATIVE TEST METHOD. 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE
FULL LENGTH
AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER WITH ASTM E 119 OR UL 263,FOR THE SPECIFIC APPLICATION. HEADER STUDS WALL STUDS
THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450
WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723,WALL AND R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. BORED HOLE MAX
CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTEIER APPROVED NOTE:
WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE WITH DIAMETER 60% UPLIFT CONNECTION IS REQUIRED
SHALL MEET THE FOLLOWING CRITERIA: THE 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS OF STUD DEPTH --------------------- AT EACH END OF HEADER AND
CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STENOS. - --- -- AT BOTTOM OF HEADER STUDS IN
(��JPLIFk ADDITION TO CONNECTORS AT
THE INTERIOR H HALL COMPLYWITH WIN R302.1 1.1.2 UNPAGED FIBERGLASS. � � � i �
1. DURING THIN 401CW EXPOSURE FLAMES SHALL NOT UNFACID FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL 5/8"MIN.TO EDGE {� WALL STUDS AND AT TOP AND
FILL THE ENTIRE CROSS SECTION OF THE WAIL CAVITY T O A HEIGHT OF i RSQUIRFD'` i
SPREAD TO CEILING NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE BOTTOM OF CRIPPLES
PIPING,CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE i i i i i i i i
2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. S/8"MIN.TO EDGE
OF TILE SAMPLE ON ANY WALL OR CEILING.
R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. 0
3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. LOOSE-FILL,INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK NOTCH MUST NOT EXCEED STUD TO PLATE
4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR 40%OF STUD DEPTH /FOUNDATION 4i
USE TO DEMONSTRATEATE ITS ABILITY TO REMAIN IN PLACE AND TO z
NOT EXCEED 800 KW. RETARD THE SPREAD OF FIRE AND HOT GASES. HEADER TO STUDS:USE LSTA 18 W/141 Od NAILS 0
5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT
EXCEED 1,000 M. R302.11.2 FIREBLOCKING INTEGRITY. STUD TO PLATE/FOUNDATION:
THE INTEGRITY OF FIRE-BLOCKS SHALL BE MAINTAINED. (OPENINGS LESS THAN 6 FEET):USE DSP W/8 1 Od NAILS IN STUD AND 4 10d NAILS IN PLATE a
R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. R302.12 DRAFTSTOPPING. (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7
FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE TYPICAL FRAMING AND UPLIFT
ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DAFTSTOPS BORED HOLES SHALL NOT
SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
INSULATION
0.1 INSULATION. EXCEED 1,000 SQUARE FEET(92.9 M).DRAFTSTOPPING SHALL DIVIDE THE BE LOCATED IN THE SAME
INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR RING ASSEMBLIES,
AND CONCEALED SPACE INTO APPROXIMATELY E AL AREAS.WHERE THE ASSEMBLY CROSS SECTION OF CUT OR
VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEEING ASSEMBLIES, � CONNECTIONS FOR OPENINGS
ROOF-CEILING ASSEMBLES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE
ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, NOTCH IN STUD
A FLAME ME.SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING
SMOKE-DEVELOPED INDEX NOT TO EXCEED 4500 WHERE TESTED IN FOLLOWING CIRCUMSTANCES:
ACCORDANCE WITH ASTM E 84 OR UL 723. 1.CEII_ING IS SUSPENDED UNDER THE FLOOR FRAMING.
z
EXCEPTIONS: 2.FLOOR FRAMING is CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED
W
1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, MEMBERS. NOTCHING AND BORED HOLE LIMITATIONS o
THIN FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX
FALIMITATIONS ISI DO NOT APPLY ST THE FACINGS,PROVIDED THAT THE R302NC MATERIALS.GYPSUM
BOARD, /MATERIALS SHALL BE NOT LESS THAN FOR INTERIOR NONB EARING WALLS
FACING IS INSTALL®INSUBSTANTIAL CONTACT WITH THE UNEXPOSED I2-INCH(12.7 MM)GYPSUM BOARD,3/8"-INCH(9.5 MM)WOOD STRUCTURAL
SURFACE OF THE CEILING,FLOOR OR WALL FINISH. PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.
DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS
2.CELLULOSE FIBER LOOSE-FELL INSULATION,THAT IS NOT SPRAY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF (WFCM 2015 SBC HIGH WIND EDITION)
APPLIED,COMPLYING WITH THE REQUIREMENTS OF SECTION THE DRAFTSTOPS SHALL BE MAINTAINED.
R302.10.3,SHALL NOT BE REQUIRED TO MEET THE
SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL R302.13 FIRE PROTECTION OF FLOORS.
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BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT FLOOR ASSEMBLES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE
ru
MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH FIRE-RESISTANCE RATED,SHA1L BE PPROVIDED WITH A 12-INCH(12.7 MM) Iq
CAN/ULC S 102.2. GYPSUM WALL-BOARD MEMBRANE 518-INCH(16 MM)WOOD STRUCTURAL PANEL
MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. ENDWALL GISTS
3.FOAM PLASTIC INSULATION SHALL COMPLY WITH BILLION R316. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS,LIGHTING,
LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR OPENINGS OR
R302.10.2 LOOSE-FELL INSULATION. PENETRATIONS SHALL BE PERMITTED.
LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM
E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS EXCEPTIONS: Id
SHALL.COMPLY WITH THE FL.ANTE SPREAD AND SMOKE-DEVELOPED LIMITS OF A A
SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE.PROTECTED BY
AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,
EXCEPTION:CELLULOSIC FIBER LOOSE FELL INSULATION SHALL NOT BE NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. EXTERIOR OR BEARING WALL BLOCKING
REQUIRED TO BE TESTED IN ACCORDANCE WITH CANAIL.0 S 102.2,
PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT BLOCKING
SECTIONS R302.10.1 AND R302.10.3. INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES.
R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE V
CELLULO SIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING:
PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS HIDES SECTION A-A
BE CLEARLY LABELED IN ACOORDANCE WITH CPSC 16 CFR,PARTS NOT EXCEED 80 SQUARE FEET(7.4 M)PER STOR12. X
1209 AND 1404.
3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.I IS
R302.10.4 EXPOSED ATTIC INSULATION. INSTAILED ALONG THE PERMITTER OF THE UNPROTECTED PORTION LL
EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A FROM THE REMAINDER OF THE FLOOR ASSEMBLY.
CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. NOTCH GREATER THAN
4.WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL 50%OF THE PLATE WIDTH FLOOR BRACING AT END BAYS
TESTS F R CRITICAL
COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH O E -INCH (WFCM FIGURE 3.7b) �1% � � 0 �
TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH (Sp•g MM BY 254 MM)NOMINAL DIMENSION,OR OILIER APPROVED FLOOR l�
ASTM E 970. ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE.
R302.11 FIREBLOCKING. ]6 GAGE(0.054")AND 1.5"WIDE lu N N
IN COMBUSTIBLE CONSTRUCTION,FIRE BLOCKING SHALL BE PROVIDED TO CUT METAL TIE ACROSS AND TO EACH �[ r
OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM R302.14 COMBUSTIBLE INSULATION CLEARANCE: SIDE L THE NOTCH WITH EACH
I U
AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES(76 MM) � m
AND THE ROOF SPACE. FROM RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT PRODUCING DEVICES. NAILS EACH SIDE �8d NAIL AT 4"O.C. � � � � H
FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE EXCEPTION: X/ CO
FOLLOWING LOCATIONS: ^ O 0
WHERE HEAT PRODUCING DEVICES ARE LISTED FOR LESSER CLEARANCES, mO t U-
1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS 12'MAX. jQ Z LL
SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED
L1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. IN 711E LISTING. TOP PLATES 61.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET NAILS BASED ON }-- 0
RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE -Ile
2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SHALL MEET THE REQUIREMENTS OF SECTION NI102.4.5 OF THIS CODE. SHEAR WALL REQUIREMENTS
SPACES SUCH AS OCCUR?LT SOFFITS,DROP CEILINGS AND COVE CEILINGS. r1J�-
3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND PIPE
BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH
SECTION R302.7.
4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT NO CEILING
CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE DIAPHRAGM CENTER 2x BLOCKING
FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL REQUIRED
ON SHEATHING JOINT
FILING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TD MEET THE
ASTM E 136 REQUIREMENTS. TOP PLATE FRAMING TO ACCOMMODATE PIPING 15/32 WOOD STRUCTURAL PANELS ENGINEER:
5.FOR THE FIREBIOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION ON GABLE FACE AND ON WALL BELOW
R1003.19.
6.FIREBIDCKING OF CORNICES OF TWO-FAMILY DWELLING IS REQUIRED BASED ON SHEARWALL REQUIREMENTS F
P
1
AT THE LINE OF DWELLING UNIT SEPARATION. �� ��L�Y T.
GABLE ENDWALL, BALLOON FRAMING
RAFTERS AND CEILING PREFERRED METHOD
JOISTS OR APPROVED iNNN
ROOF TRUSS
(WFCM FIGURE 3.7a) �,o� 3, 4 9 3
TOP PLATE SECOND STORY TOP PLATE- ESS10\'P
SEE DRILLING AND JEFFREY T. BUTLER, P.E.
NOTCHING PROVISIONS
JOIST IS PERMITTED TO n m
TOP PLATES
BE CUT OR NOTCHED
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD-
3: m
SEE DRILLING AND GYPSUM BOARD
SEE DRILLING AND 16d NAIL AT 24"O.C.
BOTTOM PLATE NOTCHING PROVISIONS O 8
NOTCHING PROVISIONS
WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1
1/3 SPAN 1/3 SPAN LL O a
STUD
a
O F JOIST ENDS TO BE BLOCKED AGAINST Q (3 (3Z
T
BORED HOLE MAX ROTATION IN ACCORDANCE A
DIAMETER 40% FOR BLOCKING WITH WFCM 3.3.1.3 END RESTRAINT WOOD STRUCTURAL PANEL Z m
INSTALLED IN ACCORDANCE W
OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING
o
8d NAIL AT 6"O.C. WITH NAILING SCHEDULE ° o
OR BLOCKING SEE WFCM SECTION 3.3 i�
5/8"MIN.TO EDGE z
(ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) � � O
BEARING 8d NAIL AT 12"O.C.ON ALL 'd Q-
5/8"MIN.TO EDGE WALL FRAMING MEMBERS NOT AT - 9 PANEL EDGES z
W LU
NOTCH MUST NOT EXCEED LAP JOIST 3 IN.MIN. (a)OUTSIDE CORNER DETAIL U) f (y_ v o
25%OF STUD DEPTH BOTTOM PLATE Q 0 ui
BAND JOIST O O
NOTCHES SHALL NOT BE u
LOCATED IN MIDDLE ONE-THIRD ) O Q
8d NAIL AT 6"O.C. �
OF STUD LENGTH OR BLOCKING ' GYPSUM BOARD � 1L �
JOIST , (ALL PANEL EDGES
SILL PLATE
IF HOLE IS BETWEEN 40%AND 60% • � O N �
OF STUD DEPTH,THEN STUD MUST
BORED HOLES SHALL NOT CRAWL SPACE
BE DOUBLE AND NO MORE THAN \SUBFLOOR z w
BE LOCATED IN THE SAME OR BASEMENT a LLt
TWO SUCCESSIVE STUDS ARE WOOD STRUCTURAL PANEL 0 x a
CROSS SECTION OF CUT OR DOUBLED AND SO BORED FOUNDATION • INSTALLED 1N ACCORDANCE, U
NOTCH IN STUD 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE
(TABLE 3.1,WCFM HIGH WIND EDITION)
8d NAIL AT 6"O.C.ON ALL
FRAMING MEMBERS AT PANEL
NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTER A EDGES AND O.C.ON ALL PAGE :
FOR EXTERIOR WALLS AND BEARING WALLS BEARINGG WALLL FRAMING MEMM O.C.
NOT AT
PANEL EDGES
(WFCM 2015 SBC HIGH WIND EDITION) TYPICAL WALL, FLOOR AND ROOF FRAMING (b)INSIDE CORNER DETAIL
EXTERIOR CORNER FRAMING 4 Q T
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.
HE DESIGN OF THIS
S BASED
N THE
OACH
G THE
RAL NOTES:
140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION
MAINUAL,HIGH WIND EDITION (WFCM)(WUB PUBLISHED BY THE 1.AL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie
II-2.5 CLIPS @ 16"O.C.
AMERICAN FOREST AND PAPER ASSOCIATION. (2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND USE 9-8d NAILS
(TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF AT EACH STUD
NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT.
FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES
ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT 5-IOd
WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT NAILS
ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS.
RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS)
DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND a
CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE c
SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM ,
CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. p .L
FIRE BLOCKING R302.11 0
CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, 0 > D >
FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND A A
COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR ° q nn ° ✓j ° q
MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE 5-10d 4 p , p G) p G, p
BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS NAILS
SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS > c > c 15 . > c
RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE n n 4 A A A p
WALL FRAMING GLAZING-SECTION R308 ENGINEER. ° q ° q ° q ° <1 ° q
GARAGES AND CARPORTS-SECTION R309 p Q '^, Q 'p Q 'p A 'p > D
EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310
5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS A
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) D . '> /5 . '> D . '> D . '> D °
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE A <, A A A C A p
GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE SIMPSON CJ. TR �l OD I G_',"'I E 4 n p 4 ^ p <1 n p <1 >_ C
STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTTON R314 A NAMED INSURED ON ANY AND ALL POLICIES. L, L,
FOAM PLASTIC-SECTION R316VHURRICANE �I
HEADER TO HEADER(FA.CE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. D D p
PROTECTION AGAINST DECAY-SECTION R317 4 ° G ° p
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE ° q ° <1
3-16d PER 2x6 STUD SITE ADDRESS-SECTION R312 CREOSOTED.
Z ' > A D z
ACCESSIBILITY-SECTION SHINGLE RIDGE CAP /-RIDGE VENT s �° N
4-16d PER 2x8 STUD ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH -� / WALL TO FOUNDATION
FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. tY
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT CONNECTIONS
ENDJOIST OR BLOCKING(FACE-NAILED) FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED EXHAUST AIR
DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. SHINGLES
FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL -�
MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.OMITTED FELT PAPER-\ SHEATHING
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. (TYP.)
BRIDGING TO JOIST(TOE-NAII.ED) 2-8d EACH END 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF
FOUNDATION NOTES: THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END EXISTING COMPLETION OF THE JOB.
RAFTER z
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK FLOORS-WFCM PRESCRIPTIVE METHOD 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE w
FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. Q
LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST
FLOOR CONSTRUCTION: 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY.
JOIST ON LEDGER TO BEAM OE-NAILED 3-8d PER JOIST a NOTE:
CT ) /a OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM w
FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK STRAPS MAY BE
BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FASTEN PER TABLE 3.1 WFCM ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE RIDGE BEAM PLACED EITHER Y
BAND JOIST TO SILL OR'TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. VENT
t /� UNDER OR OVER w
FINISH FLOORS PER AGREEMENT 15.T I�INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE M
IR I D G E V E I V I D ET -'e I� SHEATHING
ROOF SHEATHING WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD CODE'S MINIMUM STANDARDS. co A
•
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED
IN ACCORDANCE WITH TABLE 3.1 WFCM 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 0
DIAGONAL BOARD SHEATHING 1X6 AZEK FASCIA SHALL REMAIN TILE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR
OVERHANGS AS NOTED WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED N '
i"x6"OR Vx8" 2-8d PER SUPPORT AZEK VENTED SOFFITS ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER.
I"xl0"OR WIDER 3-8d PER SUPPORT A-UNUNUM GUTTERS AND LEADERS
SIDING:SEE ELEVATIONS 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE
CEILING SHEATHING 15#FELT INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER,
''/z"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM CONTRACTOR OR LOCAL BUILDING DEPARTMENT. i
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE
V?GYPSUM WALL BOARD • U
WALL SHEATHING 5/8"TYPE X GWB IN GARAGE UPLIFT-CONTINUOUS PATH CONNECTORS
%"MR GWB IN WET AREAS
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET USE SIMPSON STRONG-TIE CONNECTORS X
ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOLLOW PRODUCT SELECTION GUIDE AND '
FItEBOARD PANELS ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) INSTALLATION MANUAL FOR HIGH WIND RESISTANT l 1L
FASTENERS PER SHINGLE(SECTION R905.6) CONSTRUCTION CATALOG C-HW02
7/16" 6d 3"EDGE/6"FIELD UNDERLAYMENT APPLICATION(SECTION R905.2.7) = cq
25/32" 8d 3"EDGE/6"FIELD FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) ANCHOR BOLTS IN FOUNDATION USE: +�- lU
UNITS HORIZONTAL(17-PERCENT SLOPE), SSTB28 WITH BEARING PLATE,SEE FOUNDATION (y f� U
GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD11/4" 11 l
UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS NOTES FOR SPACING P' g O rCO
Simpson Strong-Tie to
CS 16 COILED STRAP-
HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT 16"O.C.USE 4-8d NAILS N
HARDBOARD TWO SEE TABLE 3.11 THIS SHEET SHALL BE WO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. SILL PLATE TO RIM JOIST USE: 1- '
APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL LTP4 16"O.C.AT EXTERIOR PERIMETER AT EACH STUD (y (K
MIN OVERLAP IS 27" A ()/ nl 1U
PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY AND GARAGE/HOUSE COMMON WALL �' c{1
TO HOLD IN PLACE. USE 4 8d NAILS AT EACH END }�-
DIAGONAL BOARD SHEATHING STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF FLOOR TO FLOOR CONNECTIONS x o
UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), GARAGE STUD TO GARAGE SILL PLATE USE: D qk
k
1"x6"OR 1"x8" 2-8d PER SUPPORT Ul u..
AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. SSP CONNECTOR AT 16' O.C.
1"x10"OR WIDER 3-8d PER SUPPORT FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS USE 4 8d NAILS AT EACH END }- Z co IIL
FLOOR SHEATHING ICE PROTECTION(SECTION R 905.2.7.1) RIM JOIST TO STUD CONNECTION USE:
UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) MTS 12,16"O.C. (� O
BLOCKING AT
STRUCTURAL PANELS FLASHING(SECTION R 905.2.8) USE 4 8d NAILS AT EACH END 1/2"SPACING -\ O
CHIMNEY'S AND FIRESPACES-CHAPTER 10 ALLOWS HOLDDOWN O.C.ALLOWS n/
1"OR LESS 8d 6"EDGE/12"FIELD ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT FLOOR TO FLOOR CONNECTION USE: HOLDDOWN SALLAI l�
MECHANICAL-CHAPTER 12 MSTA 36,16"O.C. INSTALLATION INSTALLATION
GREATER THAN 1" lOd 6"EDGE/6"FIELD GENERAL MECHANICAL SYSTEMS-CHAPTER 13 USE 4 8d NAILS AT EACH END SIDEWALL
HEATING AND COOLING EQUIPMENT-CHAPTER 14 FOR CANTILEVER CONDITION USE MTS 12,16"O.C.
DIAGONAL BOARD SHEATHING EXHAUST SYSTEMS-CHAPTER 15 USE 4 8d NAILS AT EACH END 7
1"x6"OR 1"x8" 2-8d PER SUPPORT DUCT SYSTEMS-CHAPTER 16
COMBUSTION AIR-CHAPTER 17 RAFTER TO STUD CONNECTION USE: ENDWALL ENGINEER:
1"x10"OR WIDER 3-8d PER SUPPORT CHIMNEYS AND VENTS-CHAPTER 18 H8,EACH ROOF RAFTER
PLUMBING-PARTV11 USE 8 16d NAILS AT EACH END HOLDDOWN 0
1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. o CORNER STUD 0 T
(HDUS} (v
IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, RAFTER 8 RIDGE TO RAFTER CONNECTION USE: CONNECTED , .( T.
CS20 USE 8-8d NAILS IN EACH END 0 TRANSFER SHEAR el Gj
NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, AT EACH ROOF RAFTER 0 0
SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. cy 2-16d COMMON
0 0 HOLDDOWN NAILS AT 10"O.C. . W
2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF (HDU5) 0 (n
NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Z a �W
® 2-16d COMMON ® CORNER STUD
cy 15 - O 0
cy NAILS AT 6"O.C. 0 CONNECTED TO
TRANSFER SHEAR
o OFESSlo"',
TABLE 3.11 (WFCM HIGH WIND EDITION)
JEFFREY T. BUTLER, P.E.
(140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3} 0
WALL.SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
� m
SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING O N >
(SEE NOTE 1) (INCHES,O.C.) OR PANEL SIDING FOR 8d COMMON NAILS
(SEE NOTE 3) (INCHES,O.C.) HOLD DOWN BRACKETS AT SHEAR WALL CORNERS U- ° o
4'EDGE ZONE 16 E 6 AND WINDOW AND DOOR OPENINGS w o Q
F 12(SEE NOTE 2) z
E 6 (FLOOR TO FLOOR&FLOOR TO CL
INTERIOR ZONE 16 FOUNDATION;WFCM FIGURE 3.8a&3.8b) 7
W Z m
z �
F
12 ~ c m
�/ Z Q o
RIDGE TENSION STRAP w 111 O
E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10(WFCM HIGH WIND EDITION) (r +�
F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) CS20 USE 8-8d NAILS Q
ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS IN EACH END AT LL 3
1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) EACH ROOF RAFTER Qlu Z
REQUIREMENTS SHALL BE USED. ill !Y
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING W (Y
SHEATHING LOCATION STUD SPACING O
U) O ,�
2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS
MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) ~
BE REDUCED TO 6 INCHES O.C. E 6
4'PERIMETER EDGE ZONE 16 O d
3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6
FOR COMMON NAILS. 16 E 6 RAFTER
O N 6
INTERIOR ZONE
F 12(SEE NOTE 2)
z
GABLE ENDWALL RAKE AND RAKE TRUSS E 4 c w
F 4
TABLE 3.2B ( M HIGH WIND EDITION-2015)
(WFCM U o
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.)
F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM
MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED
BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL CEILINGS
BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LSSU OR EQUAL
2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS PAGE :
WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42ZGq.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. RIDGE
LATERAL AND SHEAR LOADS 1-3 STORY 31 48 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS
WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42gQ<D.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TENSION-STRAP O
NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABULATED 4 INCH O.C.NAIL WITH C>0.49.FOR FRAMING MEMBERSINWITH 0.ASSUMES
2 G<0.49,THE NAILP SPACINGS SHEATTUNG ATTACHED OSHAL BE REDUCED To 3 IINCCHEE RAFTER/TRUSS FRAMING MEMBERS. DETAIL T
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.
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