HomeMy WebLinkAbout45722-Z o�suf Fat
cD TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
"o • ��`� 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#: 45722 Date: 1/25/2021
Permission is hereby granted o:
Hawkins Biovent res LLC
4 Bayview Dr
Quo ue, NY 119 9
To: Construct a new sl le family dwelling a pplied for per SCHD approval.
Replaces BP#4402
At premises located at:
14032 Oregon Rd., Cutcho ue
SCTM # 473889
Sec/Block/Lot# 72.-2-3
Pursuant to application dated 1/25/2021 and appro d by th uilding Inspector.
To expire on 7/27/2022.
Fees:
PERMIT RENEW L $1,8 .20
otal: $1,8 7.20
Build g Inspector
SUF TOWN OF SOUTHOLD
BUILDING DEPARTMENT
x 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#: 44025 Date: 8/1/2019
Permission is hereby granted to:
Hawkins Bioventures LLC
4 Bayview Dr
Quogue, NY 11959
To: Construct a new single family dwelling as applied for per SCHD approval.
Replaces BP#42342
At premises located at:
14032 Oregon Rd., Cutchogue
SCTM #473889
Sec/Block/Lot# 72.-2-3
Pursuant to application dated 8/1/2019 and approved by the Building Inspector.
To expire on 1/3012021.
Fees:
PERMIT RENEWAL $1,897.20
Total: $1,897.20
Building Inspector
�gUFFO(,r TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o • 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#: 42342 Date: 2/2/2018
Permission is hereby granted to:
Hawkins Bioventures LLC
4 Bayview Dr
Quogue, NY 11959
To: Construct a new single family dwelling as applied for per SCHD approval.
Replaces BP# 40875
At premises located at:
14032 Oregon Rd., Cutchogue
SCTM # 473889
Sec/Block/Lot# 72.-2-3
Pursuant to application dated 2/2/2018 and approved by the Building Inspector.
To expire on 8/4/2019.
Fees:
PERMIT RENEWAL $1,897.20
Total: $1,897.20
ir1c ltrolc�5�5D
-Fo►f c/v
Building Inspector
g�kt� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
'� • SOUTHOLD, NY
y,�,pl aS
P' 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#: 40875 Date: 8/2/2016
Permission is hereby granted to:
Manzi Joseph G Jr Irry Tr
9 Rockhall Ln
Rocky Point, NY 11778
To: construct a new single family dwelling as applied for per SCHD approval.
At premises located at:
14032 Oregon Rd.,Cutchogue
SCTM # 473889
Sec/Block/Lot# 72.-2-3
Pursuant to application dated 7/15/2016 and approved by the Building Inspector.
To expire on 2/1/2018.
Fees:
SINGLE FAMILY DWELLING—ADDITION OR ALTERATION $1,847.20
CO —NEW DWELLING $50.00
T $1,897.20
Building Inspector
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING AEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 meets of Building Plans
TEL: (631)765-1802 Planning Board approval
FAX: (631)765-9502 �0� � Ourvey
SoutholdTown.NorthFork.net PERMIT NO. Check
�ptic Form
N.Y.S.D.E.C.
Trustees
D (E(g[E0V[R
�.0.Application
Flood Permit
Examined 20 D Single&Separate
�orm-Water Assessment Form
2— JUL 15 Contact:
Approved 720 BUUJ)MQ DEM Mail to: �-����; p Me-S LLC
+S( C
Disapproved a/c PO gh'SC 702, lZC c-V, f p T, N/
Phone:fo 3 j' -�9 9 l 1'178>
Expiration 2 20 q o r CC
Building Inspector
APPLICATION FOR BUILDING PERMIT
Dat I I 20 1
INSTRUCTIONS
a. This application lVl[JST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work. I
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12;months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
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,or 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 for necessary inspectioLA(-Signature
C/h 6,-x.1 e S ��s�✓ LLC
of applic r name,if a corporation)
(Mailing address of pplicant)
State whether applicant is owner,lessee,agent,architect, engineer,general contractor, electrician,plumber or builder
-14,C4 G
Name of owner of premises J 5 �-t fi p t 7-4 `r--r -L,. T�
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly au`horized officer
LGA V irC4 CCz-'1 C'C a5 t)C-/
(Name and ti of corporate officer)
Builders License No. b 14
Plumbers License No. I H 2_ H P
Electricians License No. 480( E
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street IJ Raikilet
i
County Tax Map No. 1000 Section T_ Block 6 2- Lot 03
1
I
Subdivision 0 rt !(:2 e d1--1 .-, ; Filed Map No. 12 0 ! Lot Ll
2. State existing use and occupancy of premises and intended useand occupancy of proposed construction:
a. Existing use and occupancy y0 CO3-n I Ct--� d
b. Intended use and occupancy �C r- ` I � (7
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars 2
6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. y) A
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number o tones
8. Dimensions of entire new construction: Front -54 `Co `° Rear a&6> Depth 3 1
Height 3 o1,2 " Number of Stories 2-
9.
9. Size of lot: Front 1 A 0 J 0 L__f Rear. 1 Depth X510 19 f
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded?YES ✓• NO Will excess fill be removed from premises?YES NO ✓
14.Names of Owner of premises o G He-eAddress L �- Phone No. 7Ll 1-13' �
Name of Architect -1 ,-{ L C. Address 12...c c, Phone No _?_UA-P-9'55_6
Name of Contractor 14 C:�nZ H Cm r.S&, ,s V Address 0 F Phone No. -7E4(-4 -2,62_52_5
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __ NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland? * YES NO__N/-
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property? * YES V NO
* IF YES,PROVIDE A COPY.
Christopher La codlallos
STATE OF NEW YORK) Notary Public,State of New York
C)4:Z5�
SS. Reg No 01LA6323127
COUNTY O GualHied In Suffolk County
ommisslon Expires April 20,2019
C ct S ,--- being duly sworn,deposes and says that(s)he is the applicant
(Name of indi ' ual s&g ingcontract)above named,
)He
S 's the Cc2n b__Cc 1A V_
(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 knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
1,z- d UOL4 20 LL
(-**'\Ul ) L 0"wL�00X"-,
1
Signature of Applicant
So.jND
ISLAND �g5 52 WATER SERVICE:FOR PARCELS 1. 2. 3 & 4 PLOT PLAN OF
13
/��� s . WATER SERVICE FOR PARCELS 1, '2, & 4 TO B4
E LOT
1, 2" COPPER FROM STREET MAIN 20' DOWN FLAG TO 2"
1,0 �5. POLY PIPE, 260 PSI RATED WITH NSF STAMP. POLY PIPE MAP OF
�9, IS TO BE INSTALLED TO A POINT 20' FROM HOUSE. OREGON LANDING 1
OD, LAST 30' TO BE COPPER
2. WATER PRESSURE AT HOUSE CONNECTIONS TO BE NOT FILE No. 11290 FILED JULY 25, 2005
LESS THAN 50 PSI FOR PARCELS 1, 2, 3 & 4. SITUATE
CUTCHOGUE
B zGiGZ TOWN OF SOUTHOLD
wpTER 0'y'ON TEST HOLE DATA SUFFOLK COUNTY, NEW YORK
WPPRENT HIGH TEST SHOWN ON
07/18%2002 S.C. TAX No. 1000-72-02-03
BROWN SILTY S4ND SM SCALE 1"=50'
stye s JUNE 11, 2014
10 PALE BROWN FINE
JO _i� '� i 2� TO COURSE SAND SW
-30
G ,40 ��. AREA 70,739 sq. ft.
(AREA DOES NOT INCLUDE 1.624 00.
,50 AREA SEAWARD OF THE
G APPARENT HIGH WATER MARK)
NOTES:
�5;2o�a , cry 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
10 _-=_-_=_-_-_; %�'%�_��'�'� %%�_�f MACH /- EXISTING ELEVATIONS ARE SHOWN THUS: 650
20`_ _____ ___ %%��� %�����'%'�� jOp Of BVo�%� X72 2. REFER TO FILED MAP FOR TEST HOLE DATA.
30-' 3. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS.
40`- %�% iii�l4 ER 51oH H 1 TANK; 10' DIA. 4' LIQUID DEPTH
4. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA.
50- 70 2 POOLS; 12' DEEP, 8' dia.
PROPOSED FUTURE 50% EXPANSION POOL
67.4 � _-I - -_---- ------ ® PROPOSED 8' DIA. X 12' DEEP LEACHING POOL
OCR - ---------
- ---- --- 0 _
-- ---------- 68 PROPOSED 2,000 GALLON SEPTIC TANK
__ C'
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
a /- OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
66-- ---------\
DRAINAGE SYSTEM CALCULATIONS:
ROOF AREA: 1,420 sq. ft.
`er p \�� _ "/ \\ h 1,420 sq. ft. X 0.17 = 241.4 cu. ft.
' i ` �• 241.4 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required
�'TO I i� •\ tih 66 PROVIDE (1) 8' dia. X 6 high STORM DRAIN POOLS r"_\
-PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:
150
61
PREPAREDACGOft'BA120EFW6 MI UM co J �� �zOP
STAND FOILl�FySUU ED co \ Q
BY TH 1-1.6-6.�D,[tPgROY - V1':"L OO
FOR CH b5EfB H�ASEW TAND s((Q t O•.2��.�"
TR ASSOC 10
TEST HOLE
- X66 55 Q\ � f_ ' 65CO
6 ..
0.
66 d 'C
096
.
S. Lic. No. 50467 sJ 2 w /\R RWPN ROW• 9" 1 ��
UNAUTHORIZED ALTERATION OR ADDITION G N1Pt
TO THIS SURVEY IS A VIOLATION OF 9 UBS'
Nathan Taft Corwin III EDUCAOTION2LAWDF THE NEW YORK STATE 65,2 q2
Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING 1
THE LAND SURVEYOR'S INKED SEAL OR RIwpY 64 VPGPNj �"�
EMBOSSED SEAL SHALL NOT BE CONSIDERED -
TO BE A"VAUD TRUE COPY. GH OF T .g,0
HEREON SHALL RUN
ONLY TOATTHE SPERS IONT FOR WHOM THE SURVEY 20 WIDE SO'
Title Surveys - Subdivisions - Site Plans - Construction L6 out IS PREPARED,AND ON HIS BEHALF TO THE
Y Y TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON,AND
TO THE
PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS SIGNEES OF TARE NOTIINSTI-
NG TRANS ERABLE. OQ QJeJG
OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS
1586 Main Rood P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
Jamesport, New York 11947 Jamesport, New York 11947
ND
00
IsLA1`7D sPLOT PLAN OF
185 52 WATER SERVICE F'OR PARCELS 1. 2. 3 & 4
O A 14(G S 1. WATER SERVICE FOR PARCELS 1, 2, 3 & 4 TO BE LOT 4
2" COPPER FROM STREET MAIN 20' DOWN FLAG TO 2"
L POLY PIPE, 20C'PSI RATED WITH NSF STAMP. POLY PIPE MAP OF
A9, IS TO BE INSTALLED TO A POINT 20' FROM HOUSE. OREGON LANDING 1
LAST 30' TO B= COPPER
r a
OO''F 2. WATER PRESSURE AT HOUSE CONNECTIONS TO BE NOT FILE No. 11290 FILED JULY 25, 2005
X1,2 LESS THAN 50 PSI FOR PARCELS 1, 2, 3 & 4. SITUATE
N
4-0 CUTCHOGUE '
TOWN OF SOUTHOLD
MARK ON 6�Z0�02—� SUFFOLK COUNTY NEW YORK
WATER TEST HOLE DATA ! l
pPPPREPR HIGH TEST SHOWN
OLE D ON FILED 18%2002 S.C. TAX No. 1000-72-02-03
ti BROWN SILTY SAND SM SCALE 1"=50'
X80 6• JUNE 11, 2014
i1D D PALE BROWN FINE
JO, // %moi �L TO COURSE SAND SW
—30
40 77, AREA 70,739 sq. ft.
(
_ ARFA DOES NOT INCLUDE
-50 AREA SEAWARD OF THE 1.624 4C.
O APPARENT HIGH WATER MARK)
6-10 Gs�s Gem(/yam NOTES:
1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
10 -____=_ %_�''�%�����'�_%_�%���_�%�%%ByUFf Mpaj�S'� qTF� EXISTING ELEVATIONS ARE SHOWN THUS: 65.0
20'' 2. REFER TO .FILED MAP FOR TEST HOLE DATA.
30 _____ � ��_--/=oua 3. MINIMUM SEPTIC TANK CAPACITIES FOR-AN 8:BEDROOM HOUSE IS 2,000 GALLONS.
���%�74 1pN H I TANK; 10' DIA. 4' LIQUID DEPTH
40�__- ������ � 4. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA.
50-
70 2 POOLS; 12' DEEP, 8' dia.
--------- --- PROPOSED FUTURE 50Y EXPANSION POOL
SUFFOLK COUNTY DEPARTMENT OF HEALTIi R CE - ------- -- --- ® PROPOSED 8' DIA. X 12' DEEP LEACHING POOL
68` _I--------------
PERMIT FOR APPROVAL OF CONSTRUCTION FORS _——"_ ________________ o, 68
_ _ PROPOSED 2000, GALLON SEPTIC TANK
SINGLE FAMILY RESIDENCE OirLY �o--___—_-- ------- / 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
T /- OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
Y
-•G�p� � -'�� \\ �ac!°� DRAINAGE SYSTEM CALCULATIONS:
DATE E.F.iZ '/ `� '� ROOF AREA: 1,420 sq. ft.
f l 1,420 sq. ft. X 0.17 = 241.4 cu. ft.
APPRO ED ` 9�a \ ' ojhh 241.4 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required
c9LlOp \1 tih 66 PROVIDE (1) 8' dia. X 6 high STORM DRAIN POOLS
FOR XIMUM OF=_BEDROOMS ' \ �r PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:
EXPIRES THREE YEARS FROM DATE'OFAPPROVAL
0CQ
PREPARED,4 0 H THE MINIMUM
;AN DS,,��Ap i $U V S ESTABLISHED � ..
BY E.Lp.(t7. .QED AN ADOPTED
F R�U C-N_l77 FYO K TE LAND
ITL�k s—dc' T�QN).i _ >'�bp��\' �,`� FL•::'':FFL:..,/
dL�
TEST HOLE
`. o
6
5,2
EXC�IVA►TION INSPECTION REQUIRED ��;� �� �£
FOR SANITARY SYSTEM
BYHE6�LTH [1EPART��EN'r a
g,
N.Y.S. Uc. No. 50467 11,70Z W P Rw1A ROW ��
A UNAUTHORIZED ALTERATION OR ADDRION .9J '� 4� P JBE1G 40
TO THIS SURVEY IS A VIOLATION OF ,
Nathan�'T-a#"'Corwin III EDUCATION2LAWOF THE NEW YORK STATE �1or16 ��
THELAND
COPIES
FSURVEYOR'S N ED SEAL OR
C
THIS MAP NOT Y 4 f' vpGPr1S
Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED OF WA O
TO BE A VALID TRUE COPY. RIGpI?
CERTIFICATIONS INDICATED HEREON SHALL RUN WIDE SSRE�
ONLY TO THE PERSON FOR WHOM HE SURVEY 20 ��
IS PREPARED,AND ON HIS BEHALF TO HE 0fL
Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY ANDLEDING
TON
NTHE ASSIG ON'OF THE ENDING IAI- OQ
PHONE (631)727-2090
Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS
1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF _
Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.
DETAILS FOR
PLOT PLAN OF
STORMWATER MANAGEMENT NOTES: r,O T1 4
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MAP OF
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL OR WOOD OREGON LANDING 1
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, EXTRA STRENGTH FILTER FABRIC POST (TYP.) FILE No. 11290 FILED JULY 25, 2005
A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF
U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT SITUATE
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/ WIRE SUPPORT FENCE CUTCHOGUE
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 6' MAX.-O.C. SPACING
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/0 WIRE SUPPORT FENCE T, TOWN OF SOUTHOLD
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE
:� — SUFFOLK COUNTY NEW YORK
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE
SCREEN IS REMOVED. ".. FLOW S.C. TAX No. 1000-72-02-03
1 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ':; JUNE 1 1, 2014
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ATTACH FILTER FABRIC SECURELY APRIL 11, 2016 REVISED PROPOSED HOUSE
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES To UPSTREAM SIDE OF POST
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS
NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES \��\^���\\� �� SILT FENCE DETAILS
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT TO SCALE 50' MIN.
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. OR TO BE SUFFICIENT TO
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. KEEP SEDIMENT ON SITE
NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. HAY BALES AND/OR
z
MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED a SILT FENCING
ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW a
7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF—SITE TRANSPORT. o
8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS w
(� q
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF
FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) �CSTEEL OR WOOD POST Q ti
9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE ------------------------------
O
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOW HAY BALES 2"x2" STAKES
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF (TWO EACH BALE) Q
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FLOW
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE GRADE
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING .\......::::::..:�,\��\��\.. 3 BACKFILL DRAINAGE
I HAY BALES AND/OR
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION app
AND GROWTH. v INLET SILT FENCING
10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER �\ '\\//\�\\��� PLAN VIEW
THAN 1 SQUARE FOOT IN SIZE. 4" X 6" TRENCH
11 ALL SITE ACCESSUCTION LOCATIONS ESS WAYS SHALL W WITH THE EXISTING ROAISED DS, TO SUFFICIENTLY w/ COMPACTED
PREVENT 'RUNOFF
�/ //
BACKFILL BALES TO BE SET
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO IN 4" TRENCH
THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL,
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION EXISTING GRADE
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) HAYBALE BARRIER @ INLETS ROAD
(NOT TO SCALE) I HAY BALES AND/OR
SILT FENCING
TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: COMPACTEDION ENTRANCE BASE OF
1+ 1. AREA CHOSEN FOR STOCKPILING OPERATIONS COMPACTED O.T. APPROVED BLEND
_ OR N.Y.S. D.O.T.APPROVED R.CA
REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL To 18" MIN.ABOVE EXISTING
TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE
VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS S �- �_
PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT <SOFJVe, "I-,-
STABILIZATION
�
STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) .1
APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY 0 T= �AOCE
AND REQUIRED PERIOD OF USE. (NOT TO SCALE) OT ALE
2 SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 1 ® 11
1 FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER '•y /� !y '
STABILIZE ENTIRE PILE
8" TRAFFIC BEARING SLAB
WITH VEGETATION OR COVER
PIPE FROM ROOF GUTTERS • �
\L, \1/ \11 \11 CRUSHED 3/4" — 1-1/2" STONE �e,
ALL AROUND
N. Lic. No. 50467
0
LEACHING RINGS
< REINFORCED PRECAST CONC. Nathan T of C O r W m I'I
3'-0" 4000 PSI ® 28 DAYS 3'-0"
(min.) 4" (min.)
Land Surveyor
o�
a'E Successor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S.
STRAW BALES OR SILT FENCE GROUND WATER
Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
SDIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS
NOT TO 1586 Main Road P.O. Box 16
( SCALE) Jomesport, New York 11947 Jamesport, New York 11947
• u
REScheck Software Version 4.6.1
Compliance Certificate
Project Residence
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 2,640 ft2
Glazing Area 7%
Climate Zone: 4 (5750 HDD)
Permit Date: 2/14
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
OREGON LANDING NY Jeff Butler
Cutchogue, NY Jeffrey T. Butler, P.E., P.C.
206 Lincoln Street
Riverhead, NY 11901
631-208-8850
'Compliance: e UA trade-off
Compliance: 18.4%Better Than Code Maximum UA: 380 Your UA: 310
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity Cont.
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 1,510 38.0 0.0 0.030 45
Wall 1: Wood Frame, 16" o.c. 2,202 15.0 0.0 0.077 155
Window 1:Vinyl Frame:Double Pane with Low-E 152 0.290 44
Door 1: Solid 42 0.390 16
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,510 30.0 0.0 0.033 50
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in
the R Scheck Inspection Checklist.
Name-Title / ure * CJ' FRE Y Date
G
m � 0
tZ/�
m r �
o e.
90,�.Co�3493
SSI
)N
Project Title: Residence Report date: 04/20/16
Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Pagel of 6
REScheck Software Version 4.6.1
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
Plans Verified Field Verified
#. . : Pre-Inspection/Plan Review :Complies?.. Comments/Assumptions
& Req.ID Value: Value
103.2 ;Construction drawings and ;❑Complies ;
[PR1]1 I documentation sufficiently I❑Does Not
(demonstrates energy codecom ❑Not Observable
�enveloipece for the building ONot Applicable
103.2, ;Construction drawings and ❑Complies ;
403.7 I documentation sufficiently ❑Does Not
[PR3]1 ;demonstrates energy code '
❑Not Observable
611 Icompliance for lighting and
mechanical systems. Systems ❑Not Applicable
;serving multiple dwelling units
,
must demonstrate compliance ;
!with the commercial code.
403.6 I Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;
[PR2]2 sized per ACCA Manual S based ! Btu/hr ! Btu/hr :❑Does Not
Ion loads per ACCA Manual J or ; Coolin Cooling:
!
9 9 ,❑Not Observable ,
other approved methods. Btu/hr Btu/hr
❑Not Applicable ;
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3- Low Impact(Tier 3)
Project Title: Residence Report date: 04/20/16
Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 2 of 6
2010.tvew
York Foundation,Inspection Complies? Comments/Assumptions.Energy.
303.2.1
',Exposed foundation insulation ;❑Complies
(F011]2 protection. ;❑Does Not
;❑Not Observable;
3 ;❑Not Applicable
403.8 jSnow melt controls. ;❑Complies
[FO12]2 # ;❑Does Not
l: 1 ;❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 12 J Medium Impact(Tier 2) 3 Low impact(Tier 3)
Project Title: Residence Report date: 04/20/16
Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 3 of 6
'Section Pians Verified Field Verified
# Framing./Rough-In Inspection - Value Value Complies? Comments/Assumptions
& Req.ID
402.4.4 ;Fenestration that is not site built ❑Complies
[FR20]1 ;is listed and labeled as meeting ❑Does Not
1 jAAMA/WDMA/CSA 101/I.S.2/A440
4) ;or has infiltration rates per NFRC ❑Not Observable
1400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures ❑Complies ;
[FR16,]z. . sealed at housing/interior finish El Does Not
and labeled to indicate&It;= 2.0 4 ❑Not Observable
cfm leakage at 75 Pa. t ❑Not Applicable
403.2.2 !All joints and seams of air ducts, ❑Complies
[FR13]1 l air handlers,filter boxes, and ❑Does Not
Q) `building cavities used as return ❑Not Observable
ducts are sealed.
1 ❑Not Applicable
403.2.3:; i Building cavities are not used as ❑Complies
[FR (ducts or plenums. ❑Does Not
1 ❑Not Observable
❑Not Applicable
403:3; HVAC piping conveying fluids R- ; R- ;❑Complies
[FR17]2 above 105°F or chilled fluids ; ;❑Does Not
below 55°F are insulated to R-3. ;
❑Not Observable
;❑Not Applicable
403:4 ;Circulating service hot water ; R- ; R- ;❑Complies
[FR18]2" pipes are insulated to R-2. ;❑Does Not
;❑Not Observable
4 :❑Not Applicable
403.5' Automatic or gravity dampers are ;❑Complies
[FR19]2 installed on all outdoor air )❑Does Not
intakes and exhausts. ❑Not Observable
IE]Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Residence Report date: 04/20/16
Data filename: \\vmware-host\Shared Fold ers\Documents\REScheck\OREGON.rck Page 4 of 6
1
2010.New
York Insulation Inspection, Complies? Comments/Assumptions
Energy
303.1 All installed insulation labeled or ;❑Complies ;
[IN13]2 i installed R-values provided. E❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 11 Low impact(Tier 3)
Project Title: Residence Report date: 04/20/16
Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 5 of 6
Sec tWill
. Plans,Ve"rifled Field Verified
# Final Inspection Provisions Compiles? Comments/Assumptions
& Req.ID Value, Value
402.4.2, ;Building envelope tightness ; ACH 50 = ; ACH 50 = ;❑Complies ;
402.4.2.1 verified by blower door test result PDoes Not
[FI17]1 ;of<7 ACH at 50 Pa.This ; ❑Not Observable
141, ;requirement may instead be met
u .via visual inspection, in which ;❑Not Applicable
case verification may need to
;occur during Insulation
Inspection.
403.2.2 ;,Duct tightness via post- ; cfm ; cfm ;❑Complies ;
[FI411 construction with maximum ;❑Does Not
leakage of 8 cfm to outdoors,or '
;
,12 cfm across systems. For ; '❑Not Observable;
i rough-in tests, verification may ;❑Not Applicable
need to occur during Framing '
;Inspection,with maximum
leakage of 6 cfm across systems ;
:and 4 cfm without air handler.
403.1.1 ;Programmable thermostats ❑Complies ;
[FI9]2 !installed on forced air furnaces. ❑Does Not
; i ❑Not Observable ;
❑Not Applicable
403:1.2 Heat pump thermostat installed ❑Complies ;
(01110- on heat pumps. !E]Does Not
J❑Not Observable
(3 J❑Not Applicable
403.4 !Circulating service hot water ❑Complies ;
[FI11]2 (systems have automatic or ❑Does Not
laccessible manual controls. ❑Not Observable
❑Not Applicable
401.3 Compliance certificate posted. ODoes
Complies[FI7]zNot
,011 ❑Not Observable
1 ONot Applicable
303.3 .. !Manufacturer manuals for ,❑Complies
[FI18]3. - imechanical and water heating J❑Does Not
equipment have been provided. f
❑Not Observable
I ❑Not Applicable ;
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Residence Report date: 04/20/16
Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 6 of 6
2010 New York
Energy Conservation
Construction Code
Energy Efficiency
Certificate
Insulation .
Above-Grade Wall 15.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Door Rating U-Factor SHGC
Window 0.29
Door 0.39
CoolingHeating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
t
APPLICANT: S.C.T.M.#• 1000 oSUFFQk CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) -'_ — •__ D.I. 01
'7 L v Zo Stormwater Management Control Plan CHECK LIST
NAME: H ot, r —lo,nt- 6&5> 1 LL Section Block Loi" S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
PI—PHm (&3i '
Date: � �, �c The applicant must provide a Complete Explanation and/or Reason for not providing
gct5 5,i9; �� / 2 v i °�t '' all Information that has been Required by the following Checklist!
D natutt Td M..Num W:
79
1. A Site Plan drawn to scale Not Less that G0'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here!
show all of the following items: YES NO I NA If you need additional room for explanations,Please Provide additional Paper.
a. Location&Description of Property Boundaries �0
b. Total Site Acreage.
c. Existing-Natural& Man Made Features within 500 L.F. �SI-le,
of the Site Boundary as required by§236-17(C(2).
d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 00 EROSION&51EDIMENT CONTROLS
e. Limits of Clearing&Area of Proposed Land Disturbance. Shall include but not be limited to:
f. Existing& Proposed Contours of the Site (Miniinuni z Intervals) 00 A well maintained
g. Location of all existing&proposed structures, roads, �� Wire Back
driveways,sidewalks,drainage improvements&utilities.
h. Spot Grades&Finish Floor Elevations for all existing&
proposed structures.
I. Location of proposed Swimming Pool and discharge ting. �� a
j. Location of proposed Soil Stockpile Area(s). v
k. Location of proposed Construction Entrance/Staging Area(s). 00
1. Location of proposed concrete washout area(s). �0
M. Location of all proposed erosion&sediment control measures. 0
2. Stormwater Management Control Plan must include Calculations showing DRAINAGE INSPECTIONS ARE REQUIRED
that the stormwater improvements are sized to capture,store,and infiltrate 7 Contact TOS Engineering at 765-1560 before
on-site the run-off from all impervious surfaces generated by a two V)inch
rainfall/storm event.
_.age has been instalload to Cnda
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls. ✓00
b. Construction Entrance&Site Access. 0�
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) y 0�
d. Leaching Structures (e. .infiltration basins swales etc.)
****FOR ENGINEERI FPA T USE ONLY FAdditional Information is Required. I!
Reviewed& I Stormwater Management Control Plan is Not Complete. I;
Approved By: — — — — — — — — — — — — — — — — — — — — — — — i 1
Stormwater Management Control Plan is Complete.
Date: S` — l (o SMCP has been approved by the Engineering Department.if
- . _________....._____.____..__._ ___.__..__-._____......_.._.__..
FORM # -qWCP Prk f.iet-TM A Y x(11 d
Scott A. Russell s° � 5TOIKMWA\TIE]k
SUPERVISOR MANAGIEMIENT
SOLTTHOLD TOWN HALL-P.O.Box 1179 0
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
JUL 2 0 2016 ( TO BE COMPLETED BY THE APPLICANT )
{ DOES 'I'FIIS PROJEI CT INVOLVE ANY OF THE IiOLLONVING:mm'
2 (CHECK ALL THAT APPLY) `
Yes No
i t E
❑ A. Clearing, grubbing, grading or stripping of land which affects more j
than 5,000 square feet of ground surface. t
❑ B. Excavation or filling involving more than 200 cubic yards of material E
`
within any parcel or any contiguous area.
❑[Z�C. Site preparation on slopes which exceed 10 feet vertical rise to r `
100 feet of horizontal distance.
❑[Z D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. i
❑C, E. Site preparation within the one-hundred-year floodplain as depicted ;!
on FIRM Map of any watercourse.
j ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square ; E
feet or more, unless prior approval of a Stormwater Management iE
Control Plan was received by the Town and the proposal includes
i in-kind replacement of impervious surfaces. i
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department witS—your Building Permit Application.
____ _.------ _ ------ S.C.T.M. #: 1000 Date:
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other)
Pi 1 District f
i f NAME: �y,phZi I-�o��L S �G LL C 1:1 �� C3V v•� —I
u Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY
C/
9
j Contact Information: 6� ( J 5 / /
i E ( Reviewed By: j
— — — — — — — — — — — — — — — — C E{I
7-157-dol�_ Ec
Property Address/ Location of Construction Work: (i i _ — — — _ — — —Date_ — — — — — — 1
O Approved for processing Building Permit.
1 H f Cave /tJa�� II ❑ Stormwater Management Control Plan Not Required.
du�� , f�" �j�2�S `ilk Stormwater Management Control Plan is Required.
! j (Forward to Engineering Department for Review.) ]
FORM # SMCP-TOS MAY 2014
TABLE 8301.6 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL. SHEETS (ADDENDUM TO DRAWING SET),
TABLE R301.1
3'
MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ CONSTRUCTION ALLOWABLE DEFLECTION OF
PER SQUARE FOOT OF HORIZONTAL PROJECTION GROUND SEISMIC FROST STRUCTUAL MEMBERS
SPEED EXPOSURE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING HEIGHT FIRE AREA TYPE OF
TRIBUTARY LOADED SNOW DESIGN LINE
AREA IN SQUARE FEET LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS I LOAD LOAC SUCTION LOAD CLASSIFICATION ALLOWABLE
FOR ANY STRUCTURAL STRUCTUAL MEMBER
MEMBER MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE - 31,2 per EDGE ZONE - 29.1 per " FIRST FLOOR - 1,130 SQ.FT. DEFLECTION
20 psf 120 B C SEVERE 36° TO HEAVY MODERATE II 599 YES FIRM MAPS 40 per 20 psf INTERIOR ZONE - 29,6 of INTERIOR ZONE - 24,6 per SFD 30'2 - TYPE V
o To 20l To OVER p p SECOND FLOOR 1,510 SQ.FT,
" ROOF SLOPE 200 600 600 RAFTERS HAVING SLOPES GREATER THAN 3/12
§RE3801.7 Outdoor outlets. At least one receptacle outlet accessible at TO the best of mg knowledge, belief and professlonal ,judgement, TABLE R301.5
WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180
these grade level and not more than 6 feet, 6 inches (1981 mm) above grade, shall plans and/orspecifications are In Compliance with the 2010 2010 NEW YORK STATE CODE:
- FLAT OR RISE LESS THAN 4 INCHES PER FOOT be installed outdoors at the front and back of each dwelling unit having p
These plans have been drawn In aCGOrdanCe With INTERIOR WALLS AND PARTIGIANS HAI80
(13) 20 16 12 Ener Conservation construction Code
direct access to grade. Energy MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI)
RISE 4 INCHES PER FOOT(1:3)TO LESS THAN - 2010 Residential Code Of New York State as
R INCHES PER FOOT OO I6 14 12 All non–engineered lumber to be Douglas Fir #2 or better Z administered b the Southold, FLOORS AND PLASTERED CEILINGS L0360
p _ USE LIVE LOAD `U
WOOD FRAME CHIMNEY nl E
ALL OTHER STRUCTURAL MEMBERS 1_1240
RISE 12 INCHES PER FOOT(III)AND GREATER 12 12 12 CONT, RIDGE VENT WITH CEDAR SIDING EXTERIOR BALCONIES 60
DECKS 40 EXTERIOR WALLS WITH PLASTER OR STUCCO Hd360
PASSENGER VEHICLE GARAGES 50 FINISH
ATTICS WITHOUT STORAGE 10 A
CANT, RIDGE VENT ATTICS WITH STORAGE 20 EXTERIOR WALLS-WIND LOADS WITH BRITTLE
ROOMS OTHER THAN SLEEPING ROOMS 40 FINISHES L/240
SLEEPING ROOMS 30 EXTERIOR WALLS-WIND LOADS WITH a
STAIRS 40 12 FLEXIBLE FINISHES L/'120 U
— — —
GUARDRAILS"AND HANDRAILS 200 w
NOTE: L- SPAN LENGTH, H- SPAN HEIGHT a
10 ASPHALT ROOF SHINGLES (TYP)
A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS (0,1 TIMES an
ACTUAL FINISHED GRADE THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE
STEP MAY VARY CEPECONDNDING I N DETERMINING DEFLECTION LIMITS HEREIN,
- _FLASHING, EXISTING GRADE CONDITIONS
-TYP,
011 SOIL BEARING CAPACITY FOR THIS SITE
---------------J ----- ---------------- AND HAS BEEN 15 BASED ON STHOLES
OL SBYTO KERS
DETER
NED
- - - -TOP OF PLATE - 2,000 PSI (SW,SP) PER TABLE R401.4.1
OF THE 2010 RESIDENTIAL CODE
OF NEW YORK STATE
D D
a � d
2
D D D �, .
D D FFr. �� �__
D D I .
D D _-
rtiOTl: Y , :i "N7 AT
rr is ,5 � r � �
76.) !G(.2 8leer", ��1
FOLLO�NI1.tin 1p,17E '
CRICKET - Q
VINYL SIDING (TYP) - " - -TOP OF CEILING i. I'O1Jr'{J�ATI Ji`J - I':�':i iirC�Uinr_rI
— - - = FOR PICUEED Cc�i';C;'?E fin w
--------- TOP OF SUBFLOOR 2. ROUGI.1 - f J;/,p.T';'dC o
3. 1',ISULAT10,"JI tt�
1rr- __ _ 41
4. FINAL Cc�r!�TF,UU I!C'^d MJF T
Cit COI'rr1PLL I r i lif (�.j,
® ® ALL COINS T RUCTIC,IINI ".I",I.?. MEET TH
D D R~QUiREMENTS OF 1'Jj,-COD_G OF N-W
D D " _
D D YRESPONSIBLE
D D _
Of3K ")TATE, N„I FOR
DESIGN OR CONSTRUCT ION ErIRRORS.
D D D STAIR AND RAIL
D D
D ' D LLL—E]
PER CODE
x I ' F-S oil
- - - -TOP OF SUBFLOOR � L; 'd 1 1;O`AJr�i COC-p v
GRADE - - - -TOP OF FOUNDATION 0
so
GRADE
Z I I I .. I 1 1 1 I I • N
ARE Mme-
I 1 I p
-----------' I I i L %
R1,la?'LL
I I I I I I I I I I I L
r i_________._____________________________________
`----------------------------------------------i- I I I I ON 16" X 8" P.G, FTG, 1 I 1 I I I X
8 P,C, FND, WALL
l- I I I I
STEP FOOTING y
--T y-- USE IS UNLAWFUL +.—` 0 d
+ 30 DEC% MAX, --r --, I I I 1 I 1 I , J
L y 1 I I 1 I I I I I I I 1
-- --r-----------------+-t---------------------------------------- ---- - - _ ----------------------------------------------------_ -------------------------------- , WITHOUT CERIIFICATE �
-TOP OF FOOTING ---------------` � I � Q 111 �
I I I `I `I I
---------------------------------------Y-------------------y- ----------------------------------------- ----- -------------------------------------------------------------------- --------------------------------
OF OCCUPANCY' �. 0
FRONT ELEVATION o z
RIGHT SIDE ELEVATION.
� 0
WOOD FRAME CHIMNEY N -�
LU m
-- — CONT, RIDGE VENT 7R JES PIL.ACAEiDUN3 HE -D (1/ �
WITH CEDAR SIDING � IJ--
SEE DETAIL SHEET FOR
lu
HIGH WIND CONNECTION CONT. RIDGE VENT � H
12 REQUIREMENTS - PLUMBING -�
ALL PLUMBING WASTE
&WATER LINES NEED
CONTRACTORS OPTION: _ TESTING BEFORE COVERING ENGINEER:
INSTALL STRAPPING ON ASPHALT ROOF SHINGLES (TYP)-- QF NE
OUTSIDE OF SHEATHING EY T. }' \
— ,+ FP
0000,
PLUM'11000BER CERTIFICATION
00 N LEAD,CONTENT BEFORE n }. .ysjl
ERUj
TIFIOATE OF OCCUPAMCY Ul .0 _
SOLDER USED IN WATER q 0� 493
TOP of PLATT=— - - — SUPPL Y SYSTEM CANNOT s s I oN P�
EXCEED 2/10 OF 1 io LEAD.
JEFFREY T. BUTLER, F.E.
Q m
tL
A t>�s C F• Q Gl
� 0 a
z Q
TOP OF CEILING- - - - - VINYL SIDING: (TYP) �i e�{1:�Ir tM+ 1"w !'!$ �!�'ARE IR°SEQUITEC Z .- 0) O V I
TOP OF SUBFLDOR - - - 11;11' `'I~ - , D 1 L1 re LU U Q
- - - l r I.E.
d
Back h11, i:+ ', I ;.. .1;.,..: ;:.i1j;iri i T s Corti fi :atil t � Z � z m z
- t11�tt1� r9r ir1� Pills� on in t lir= t C.f X0113 C
Q Q O O a a
® ® LIJtu
p =
STAIR AND RAIL U U
PER CODEH® ® ® D
1�- O
8'0"xl'O" O,H.D, 8'O"xl'O" O.H.D. \ [Ell -
O
D ® WOOD STEPS AND WOOD STEPS AND L
TOP OF SUBFLOOR- - - - _ AIL PER CODE AIL PER CODE O
LSI - - }
1--
TOP OF FOUNDATION- - z w a
GRADE GRADE O w
I I I I I I I I i I 1 I V Q
I I I I I I 1 I I Z
I I I I I I I I I I I I
--------------------------------------------------------------------
I
I 1 I I I I I I I I I
I O 1
I I I I I I I I I I I I 1
I I I I I I I I I I I I Ul I
I
8 P,C, FND, WALL ---,----------------------------------------------�,
I I I I 1 = I
1 I I �'AG
--- --- F---T--------------------------------------------------------------T---i ON 16 X 8 P G FTG ----
� II 11 1 1 I I
1 I I 1 i i--i i-- ----------------------- -------------' •
�
SCJ
LEFT V 1D
1
I I I I I I I I
1 I I STEP FOOTING
y 30 DEG MAX, 1 O F
I I I I I I I I I
ELEVATION I -___-_______ _ ______________________________________________________________I, __- - ____i - — -___- I ---_---___-_-_-____--____-__-_----________-_______________-_----__---______-___-_-_____----_-_-__ I ___ T__
-+- -+- - TOP OF FOOTING- "
I I I j
--------------- --- ------------------------------------------------------------------------1----------- -----y-------------------------------------------------------------------------------------------------- --
ly ly yl 11 REAR ELEVATION
TABLE R402,2
Nofdoivns&1'enslan Tros �
MINI COMPRESSIVE
_.. MUM SPECIFIED
rr:: � ED COMPRESS V
r1 •,.r, �tfr„
2.# :m.� z-. STRENGTH OF CONCRETE
,lar ,Eo•, a,easier Ins a1 is anon e)higher loads,c)lower installed cost, I�w~
e', Ve"aal Woon
• �^ or acombmafionofthese features. Nl`I MINIMUM SPECIFIED
,W
••• ' HDU Holdowns are pre-deflected during the manufacturing • c GOMPRESIVE STRENGTH (F'G�
process,virtually eliminating defleclion under load due to material stretch. Py,el J,*sfor NAILS
They use S mpscn Strong-Ties Strono-Drlvee screws(SDS)which install f a e;acwrier ,easily and provide reduced fastener slip.Using SDS screws results in a "Nero �• ° "- -surds Iasi y / _
u,en r RIDGE PENT WEATNERINNCx POTENTIAL
greater net sf'ction,when compared'to bolts.as no material is removed no,exp iodic d'. H SHINGLE RIDGE GAP p
The HDU series of hoidcwns are designed to replace previous versiom • ihR ones ?:_i TYPE OR LOCATIONS OF
of the product such as PHD's as well as boiled holdowns.The HDU2,4 H ° s,s _ NECzLIG�IBLE MODERATE SEVERE
and 5 are direct replacements for the PHD2.5 and 6,respectively. _ CONCRETE STRUCTURES
I For more Information on holdown options,contact Simpson Strong-Tia. ,_
I,s. :L
SPECIAL FEATURES: HDU ;•reer,.zr.. Ii
•Pre-deflected body virtually eliminates deilection duo us.Patein ;';`- ;::, o1St y EXHAUST AIR - - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT
to material stretch. 'SIG?."." SHINGLES r J �_ - 2,500 2,500
EXPOSED TO THE WEATHER 2,500e
•Uses SDS screws which Instal easily,reduce fastener slip,and 6,112,495 �g', .\\ iii cknn 'r p I``''s; -� 800E SHEATHING (TYP.) 1 -
I'C"'.'° - �- - BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT
provide a greater net section area of the post compared to bats. q u;j:; FELT PAPER I - 2,500
•SDS screws arc supplied With the holdowns to ensure ':` =
2,500 2,500`
'u�1 'I-1- _ GARAGE FLooR SLABS
I proper fasteners are used. •-`'ate � ";'
•No stud bobs to countersink at openings. ;t!� aiam:m s? Typical HOU Tie
Po,l-.. weeu �b,...{,
MATERIAL,See table rINISH:Calvani7ed Simi menme Between Floors 5-IOd '
INSTALLATION: •Use all specified fasteners.See General Notes. o u":r "�"# I , BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND
•For use in verticil and horizontal hers.See
G NAILS I OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500
3,000°
j •No additional washor required. o I
•To tie muhiple 2x members together,the Designer must determine Pose vaem v RAFTER ' PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE
the fasteners required to join the members to act as one unit Horizontal HOU I WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000°t 3,500 E/
without splitting the wood.Sae page 20 for SOS values. arm We- "a '• Offset InstallationFOR I i i /
•See SO and SSTO Anchor Bolts on J/ (Plan View)
D PER SQUARE INCH 6,895 KPA,
pages 27-29 for anchorage options. r................._._........,......__..._....-.. . o'dk•.,.:'tw :m, .,..,. A, A 281 POUND
For holdowns,per ASTM test ' A •
---------
SCIS screws install beat wtlh a #;
standards;anchor belt not should :':',r#,i: y•i,... . B. SEE TABLE 8301,2(1) FOR WEATHERING POTENTIAL,
low speed high torque drill wish � •• -•�'i�:;;. , ,,..:.i:',:: ';.
a 36"hex head driver. be,Hnger-tight plus'A to'/,turn with : �--,� „�'::�•�- - ''�l _ Q -
C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING
•Refer to technical butlatin a hand wrench,with consideration ::flit
T-ANCHORSPEC for post-installed given to possible future wood ;l°` "..0 ft-d Hm her
DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D,
anchorage solutions(see page shrinkage.Care should be taken to .•' }i ` ; norsaovm
IN for details). not over-torquetho nut.lmpact SIMPSON STRONG-TIS
CODES:See page 12 for Code Reference wrenches should not he used. Vertical HOU Installation see footnote 7 RIDGE BEAM D. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE)
-° .'.t ,Fasteners SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT,
Key Chart. E, SEE SECTION 8402.2 FOR MINIMUM GEMENT CONTENT.
-
(in.)
) .. tension Loads(lbs:_..
Dimensions F ;Minimum AilovraBleRIDGE u1�1T DETAIL
Madel - - in, --- Wood 160 code
Ga -: Member - Deflect[on at z
No. ll' ;.
tu
W H 11 SO ;BoltD�a.l ,.',5crevrs 1n, a OFISP`:,:1 SPF/HF IAllowaable�Load�-»!, BBcIcf111 shall not be placed against the
Anchor 7hl`kn}s in.
Y ec e B -
- ------u - - - ---A� = -_ - - ---- been W
wall until the wall has sufficient strength
HDU2-SD52.5 1 14 3 U11'•c 3%4 , }<r 1% i ye 6-SOS''x2'/s' 3 307.9 2215 0.088
--- --- - - - I -- -4565 --------
HOU4•SDS25 14 3 10'yis, 31 1'/a I 3e _ lo-SDS-"'x2b' _ 3_ _4565 3285 0.114 and has b n anchored to the floor above,
HCUS-SDS2.5 i 14 3 13zie�ave i� 1�b I-Via- 14SOS 7ix'L'i" 3 5645 I 4065 0.115 or has been sufficfently braced to prevent damage
3 5980 4305 0.084 bg the backfill (Section R404,L7)
HDUS-SO52.5 1 10 3 16%N 3;5'! t 1:i j i• 20•SDSY,x2'/.•' ; s',c_ _ ;7;.,; _;::- - ---'J.t?:_ 16,L24,
p -- -- - --r 4%2- 7870 ._ -5665 y -0.113 F5
z `-"----"'1 --- --L-- I , 5h__ 9535 6865 0.137
HD1111-SDS2 5 10 3 221.< 3'4 n 1/2 1 30 SOS/a""x21.ii I 7Yi 11175 8045 0.137
_ - I OST HANGER AT EACH RAFTER/
N 28
143934 10360 __ ._0.177
J I E /
- HHDU14-SD523 7 3 251MG 3'fa 1Ri6 1 4a 1 136�SOS%'x2'fi' ;-5-a- 14925a' 10745 0,177 CEILING JOIST CONNECTION,
-- --- -1-- '_ - - --- --- .. --
m 1.Allowable loads have brert increased for earth uuake or wild toad durations with fasteners.Holdowns shall be installed centered along the v&Jth of the attached post.
9 no hither increase allowed;reduce where other load durations govern. 5.Tension values are valid for holdowns hush or raised all of sh'.plate.
2 The Designer must specify anchor bolt type,length and embedment.See SB and 6.Deflection at Highest Allowable Tension Load includes fastener slip,holdown
SSTB Anchor Bolls(pages 27.28)Refer to ted-nical bulletin T-ANCHORSPEC for elongation,and anchor boll elongation(L-6').Ad:htional elongation of anchor bolts
NOTE-
retrofit anrmor solutions(see page 191 for deta"s). shall be accounted for by the Designer when holdo'wn5 are raised higher than 6'.
- 3.Structural conenosde lumber columns have sides that show either the wide face or the 7.Tabulated(rads maybe doubled when the FIDU is installed on opposite sides M ilia O E: _
zi edges of the lum.•,er atrands'veneers.Values in the tables r0dol installation brio the wood meni provided either the post is large enough to prevent opposing holdown
vice face.See technical ouoet n T-SrLCOLUIN for values on the narrow lace(edge) screw inte,ferenae or the holdowns are offset to elimir,ato screw olederarces. ALL LUMBER THAT COMES IN CONTACT WITH
rsae pace 181 for details). 8.Noted HDU14 aliowablc loads are based on a 5',/V wide post(6.16 rnin.).
4.Post design by Sooafier.Allu able Icad values are based cn a minimum wood member pit other toady are based on 31,V wide past minimum.
CONCRETE WILL BE AGQ LUMBER m
thickness in the ci rectioa of the aslener penetration.Posts may consist or muhiple 2x g Requires Heavy hex anchor nut to achieve tabulated loads(supplied with boldownl. fe -
fe
members provided they are designed to act as one unit independently of the holdown }
w
:+ .n;: .c:kritE'':xr.;.,,.;' - - _r y•.I,?� "_ :";der:_`;�ls`.e,: a:
��,!... '.::tt' :. .ru' �°}rr�/vl• = F=' '^��;� s.j.r:;,.,.v; ,,..a,, ,: - `, F'i;�' 'I:.:. '.:
..a :•�Lm�ItiLs�.1M :R✓•.y. .� .4, i� C.xa msb:.s�i lel '4;t.r kr,'°:j�.'�. a,
t" coil
The PHO Series of pre-deflected holdowns are being E.
ns.For ecifications that 't `I m
G
replaced by HDU holdow F p
call fol"a PHD,contact Simpson Strong-Tie for
equivalent HDU models.See above for details on
the HDU series of pre-deflected holdowns.
37
58'6"
24'2" 34'4"
I
U
1 m
6'6" 9'4" F DOOR ABOVE „ 7 5/: 2 0
II0/: 1 " "
I
I , N
1 LU r
G'G' CH EK WALL;
m
HOLD BELOUj
L O. ST2pr_ABOVE FINISHED GRj4DE, PROVIDE HOLD DOWNS AT EACH GC�RNER--- - -- � Q TYPICALr2-2x8 AG ,U, IRDEi$-1 r ,_ _ I SIMPSON HDU5 (TYPICAL) - SEE DETAIL SHEETS
�' 1 ' 10'6" PROVIDE 5/8" ANCHOR BOLTS 36" 0,C, MAX, X Z LL
R311.5 Stairways. ' ' 1 Q 11 1 - ' '
WITHIN I' OF EACH SPLICE IN SILL PLATE
8311.5.1 Width.Stairways shall not be less than 36 inches(914 mm)in clear width at all points IS' DIA x MIN 48 DEEP , 11_ I Io 1 SEE DETAIL SHEET FOR INSTALLATION
above the permitted handrail height and below the required headroom height:Handrails shall OR TO UNDISTUR73lrD 501E Q ,
not project more than 4.5 inches(114 imn)on either side of the stairway and the minimum clear ill
width of the stair at and below the handrail height,including treads and landings,shall not P.G. PiEB WITH 6x6 /CQ -- - -_ -_ ----------------
wi less than 31,5 inches(787 brim)where a handrail is installed on one side and 27 inches ----------- -��1�--- ----+ ._ _ w _ _
I
POST TO DECK GIRDER. ; --- - r -r---------' ; O tu Ln
ANCHOR PER DETAIL ' d D u d o _ d D d
(698 mon)where handrails are provided on both sides.
Exception:The width of spiral stairways shall beinaccordance with Section R311.5.8. SHEET, TYP. I •------------------ ---------------------_--
-------------------------
-------------
' -_--_--_-__-, ' lJ
a 1 0 1
i
R311.5.2 Headroom.The minimum headroom in all parts of the stairway shall not be less than r L.BL STOOP ABOv� I ' '
6 feet 8 inches(2036 min)treasured vertically from the sloped plane adjoining the tread nosing
or from the floor surface of the landing or platform. ;o t ' 2 B.U.
8311.5.3 Stair treads and risers. ;-d .GIRDS v 1 L1 I
4'x8'x5/8" F.C. GWB OVER
8311.5.3.1 Riser height.The maximum riser height shall be 81/4 inches(209 ion).The riser _ _ Q EXCAVATED CELLAR FURNACE PER �HAPTER 13
shell be treasured vertically between leading edges of the adjacent treads.The greatest riser ' 4 ® n ° ' =11) OF THE 2010 S lItTIAL i V .-___-,
(uNFIwsHED)
height within an•flight of stairs shall not excrcd the smallest b more than 3/3 inch(9.5 mm. ° d _- a_ ,__d_____ ___________t 4x6 AC4 LEDGER a. 1 P.C. SLAB (3500 PS) ON 4 MIL VINYL O CODE OF NEW YORK STATE D
4 I L n i l
o VAPOR BARRIER ON 4 COMPACTED
R311.5.3.2 Tread depth.The minimum tread depth shall be 9 inches(229 mm).The tread depth °O 4 _-_ __________________________a___________ ' ti o POUROUS FILL
shall be measured horizontally between the vertical planes of the foremost projection of adjacent - - ' -- ---- ----- -------1-
I
treads and at a right angle to the tread's leading edge.The greatest tread depth within any flight 1 14' 10" g° 1 8'8" N FURNACE
I v I
of stairs shall not exceed the smallest by more than 3/8 inch(9.5[inn).Windt treads shall have I' e - - ENGINEER:
a minimum tread depth of 10 inches(254 nun)measured as above at a point 12 inches(305)nun p 0. n D ' 701 I ' I o -
from the side where the treads are narrower.Winder treads shall have a ininirmmd tread depth of I G,O. 3 1/2 STEEL COLUMN 1 4 1 ;D �F V
1 1 t, 1 O U 71 30"X30"X12" POURED OO 1 1 ' °' I ,`P•
6 inches(152 min)at any point.Within any flight of stairs,the greatest winder tread depth at the i O N O C4
12 inch(305 min)walk line shall not exceed the smallest by more than 3/8 inch(9.5 mm). 1 ,Z Q t o _ N I r- CONCRETE FOOTING f
O 1 I� LL I :� � = (TYPICAL) 1 1 D I * ARE T 6G
R311.5.3.3 Profile.The radius of curvature at the loading edge of the tread shall be no greater ' 1 F IL ' _ _ - '
than 9/16 inch(14.3 mm).A nosing not less than 3/4 inch(19 ion)but not more than 11/4 inch Q W ' „ „ „ , , °`• v r
Q 710 r 610 610' 61 1 1 n • fkt1 �
(32 nun)shall be provided on stairways with solid risers.The greatest nosing projection shall §88406 -r u i I� /
not exceed the smallest nosingprojection b mare than 3/8 inch(9.5 ion between two stories, �11
___ _- _ _ __ aT p JY ) FOUNDATION WATERPROOFING AND DAMPPROOFING t 1 O •--- •--_ ___+including the nosing at the level of floors and landings.Beveling of nosing shall not exceed ' ''1/2 inch(12.7 mm).Risers shall be vertical or sloped from the underside of tin leading edge „ , 1 „ „the tread above at an anle nut more than 30 0.51 rad degrees from the vertical. en §RR406.1 Concrete and masonry foundation dampproofing.Except where 1 , 2-1 /4 X11 e 1 - ' 2-I 3/4 xll �/8 ' 2-I 3/4"XII �/� 1 2-I 3/4 xll -1/51-
of1 I I 1 Q
g ( ) O - - -� -'- - -� - -�- - - - - 1 1
required to be waterproofed by§884(16.2,foundation walls that retain 1 1 , - �j
risers are permitted,provided that the opening between treads does not permit the passage of a 1 1(X O C c M. GIRDER 1 ' M.L. GIRDER 1 M,L. G DE2 M,L� 1 1 , 1 c,d I 9 493
earth and enclose habitable or usable spaces located below grade shall be t , , , , , , , , , 1 _ Q
4-inch diameter(102 mm)sphere. I I Q , _ 1 I F p
daznpproofed firm the top of the footing to the finished grade. Masonry , , p I ry --_- - ' ' ' 1 ' ' 1 7-04
, 7' ( . ' cv FS.71 oN P\•�
walls shall have not less than 3/8 inch(9.5 mm)ponland cement pargino ------'
Exceptions: o o I r LL -------
applied to the exterior of the wall. The parging shall be dainpproofed with ' G OUT LID
a bituminous coating,3 pounds per square yard(1.63 kghn2)of acrylic M 4 ___ ____ t t ' ' ' ' ' v '
1. A nosing is not required where the[read depth is a minimum of ll inches(279 min). - ---------------, 1 1 1 ' , , M m
modified cement,1/8-inch(3.2 min)coat of surface-bonding mortar complying UNEXCAVATED t zARAC=E ° ,o _ v 4 v . ' 1 _ 2' 1 3/4"x11 1/8" JEFFREY T. BUTLER, P.E.
with ASTM C 887 or an material permitted for waterproofing in§RR406.2. o0
2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches Y p g 1 I o I IM,L. GIRDERM,L. GIRDER ° 1
Concrete walls shall be damppruufed by applying any one of the above listed c , , 0 0 m
2. The
ening less.or N iv 4 n ------------- ------------ , 1 111 I 1 t 1
dainpproofing materials or any one of the waterproofing materials listed in _ 1 I 4 PIC, SLAB , 4 , , , , , ' I-
§RR406.2 to the exterior of the wall. N ' ' d ' 6"x6" 10/10 W,W,M. rt 1 i + -------'
R311.5.4 Landings for stairways.There shall be a floor or landing at the top and bottom of each I I 1 , - 1
stairway. ' ' ON 4" POUROUS FILL ' ' I U I '- (X I BEAM PC}CKET
§RR406.2 Concrete and masonry foundation waterproofing.In areas where a I I , a , 1 i
I 1 PITCH TO O,H,D,
high water table or other severe soil-water conditions azo known to exist 1 D 1 GROUT SPLID ' • ' j
Exception:A floor or Landing is not required at the top of an interior flight of stairs,provided a 1 1 , ° , _ , 1 1 U SP
LID
foundation walls that retain earth and enclose habitable or usable tJ O
door does not swing over the stairs. ' ' 1 ' ' Q d) ' I I Q ry.
spaces located below grade shall be waterproofed with a membrane extending 1 ' i e 1 ' ' 37
from the top of the footing to the finished grade. The membrane shall
A flight of stairs shall not have a vertical rise greater than 12 feet(3658 mm)between floor levels 1 1 r ` Q
or landings, consist of 2-ply but-mopped felts,55 pound(25 kg)roll roofing,6-trail , 17 Q I I I -j - I ___' ___+ r @ (] 1-- 1 t`+ t.l O
(0.15 mm)polyvinyl chloride,6-mil(0.15 min)polyethylene or 40-mil(1 min) ' 'O O 1 1 N I LL o N I z ►- 1 , 1 1-
polymer-modified asphalt. The joints in the membrane shall be lapped and ' ' LL ' ' -i ' I I
ff
The width of each landing shall not be less than the stairway served.Every landing shall have a O O Q , O Q
minimum dimension of 36 inches(914[inn)measured in the direction of travel. scaled with an adhesive compatible with the waterproofing membrane. , ,Q lU 1 1 N I LL ' I
O li z t
EXCEPTION:Organic solvent based products such as hydrocarbons, r I 'j .4 1 1 ' I N 111 t j 1 , a 1 lV z Z
R311.5.5 Stairway walking surface.The walking surface of treads and landings of stairways shall Be i t 1 , 4 ,
chlorinated h drocarbons,ketons and esters shall not be used for ICF , ,O W _ -t ' I , ' o M
be sloped no steeper than one unit vertical in 48 inches horizontal(2-percent slope). Y (y ll- Q 1 A I I I L _ _ =s 111 1 1 4 , Q z
walls with expanded polystyrene form material Plastic roofing cements, Ill 1 t , 1 W _ I ' I- 73 Q 1 , , t j 3
acrylic coatings,latex coatings,mortars and pargings are permitted to J ' 'o- , . , ' r 0 2-F.J. _ Q Wr , 1 . I _ Z i- Q 4
R311.5.6 Handrails.Handrails shall be provided on at least one side of each continuous run of 1 '(3 D 23'6" 1 gY ' =5'7" 1 rn ' 3'4„ of Q
treads or flight with four or more risers. be used to seal ICF walls. Cold setting asphalt or hot asphalt Shall 1 1 , , r- OL , , i Be O o
conform to type C of ASTM D 449. Hot asphalt shall be applied at a f 1 , , o
temperature of less than 200 degrees. ' I 111 ' ° ' - 1 I v 1 Z
R311.5.6.1 Height.Handrail height,measured vertically from the sloped plane adjoining the tread 1 1 , o , 1 1 , o
LU
nosing,or finish surface of ramp slope,shall be not less than 34 inches(864 mm)and not more t 1 ' 1 ' 1 1 1 i '4 i o u
§RR406.3 Damppruofing for wood foundations.Wood foundations enclosing 13 'tt
han 38 inches(965 mm). 7 2" 14 7 , °° V
habitable or usable spaces located below grade shall be daznpproofed in I n � I 1
accordance with§RR406.3.1 through§RR406.3.4.
8311.5.6.2 Continuity.Handrails for stairways shall be continuous for the full length of the flight, '0
00 14 •__________________________________________ _____________ ____________ p•, 1 ---------------_ ______-----_+_-_---______, 1�
from apoint directly above the top riser of the flight to a point directly above lowest riser of the _ ' '
§88406.3.1 Panel joint scaled.Plywood panel joints in the foundation p 4 -. `, v 4 v " • v 4 v •v 1 I r p '
'flight.Handrail ends shall be returned or shall terminate in nett•d posts or safety terminals. 1 - • o
walls shall be sealed full length with a caulking compound capable of I a o a a ° d- °a •e ,_ ------ ____--------
______, - a 4 v ". . a • v 4 , v ' . o a , ,
Handrails adjacent[u a wall shall have x spade of nu[less than 11/ inch(38 mm)between rite " I 1
------------------------------------------------ -____---- __-_ L�
producing a moisture-proof seal under the conditions of temperature and - -' ---+ 4 ' 3 1 0 o ° f----------'_-'-'--''---'--�'_--''''--''''- o O �
aalland[hehandrails. c , Q ----------------------------- , • o a
v v .
moisture content at which it will be applied and used. , t CD
IL
•---------------- 1 _
p a p ^° o v I 1 1O O
Exceptions: §RR406.3.2 Below grade moisture barrier.A 6-mil-thick(0.15 nim) ° o _
' � ----a- 4 1 I I 1 ^
1. Handrails shall be permitted to be interrupted by a newel post at the turn. polyethylene film shall be applied over the below-grade portion of •--------------------- ______ _, , , , LL
exterior foundation was prior to backfilling. Joints in the SEE DETAIL SHEET FOR
polyethylene filth shall be lapped 6 inches(152 mm)and sealed with ,i Q
2. The use of a volute,turnout,starting easing or starting newel shall be allowed over the Lowest HIGH WIND CONNECTION c I I I I 8 CHEEK WALLS TO CARii
adhesive. The top edge of the polyethylene filen shall be bonded to the , , , , z
tread. sheathing to form a seal. Filth areas at grade level shall be protected REQUIREMENTS r' I I I I P.C. STOOP ABOVE, w ill
from mechanical damage and exposure by a pressure preservatively treated
8311.5.6.3 Handrail grip size.Al]required handrails shall be of one of the following types or
provide equivalent graspability. lumber or plywood strip attached to the wall several inches above finish , , ,
grade level and extending approximately 9 inches(229 mm)below grade. - • -
1. Type I.Handrails with a circular cross section shall have an outside diameter of at least The joint between the strip and the wall shall be caulked full length
11/4 inches(32 min)and not greater than 2 inches(51 mm).If the handrail is not circulaz it prior to fastening the strip to the wall. Other coverings appropriate to
the architectural ur onent may also be used. The polyethylene film FOUNDATION
r O I
shall have a perimeter dimension of at least 4 inches(102 rmn)and not greater than 61/4 inches I (V 1
(160 imn)with a maximum cross section of diancnsion of 21/4 inches(57 min). shall extend down to the bottom of the wood footing plate but shall not
overlap or extend into the gravel or crushed stone footing.
2. Type fl.Handrails with a perimeter greater than 61/4 inches(160 mm)shall provide a 1
graspable finger recess arca on both sides of the profile.The finger recess shall begin within §RR406.3.3 Porous fill.The space between the excavation and the SMOKE DETECTOR 24'2" 12'3" 8" 6'2" 8" 14'7" 1 2'0"
a distance of 3/4 inch 19 mm measured vertical] from the tallest onion of ithe profile and foundation wall shall be backfilled with the same material used for 1
( ) Y p p footings,up to a height of 1 foot(305 mm)above the footing for well- INTERCONNECT PER CODE PAGE :
achieve a depth of at leas[5/16 inch(8 mm)within 7/8 inch(22 rmn)below the widest portion 1
L
of the profile.This required depth shall continue for at least 3/8 inch(10 rmn)to a level that is drained sites,or one-half the total backfill height for poorly drained
not less than 13/4 inches(45 mm)below the tallest portion of the profile.The minimum width sites. The porous fill shall be covered with strips of 30-pound(13,6 e CARBON MONOXIDE DETECTOR
( ) kg)asphalt paper or 6-mil(0.15 nun)polyethylene to permit water seepage ONE PER FLOOR " ^ O
of the handrail above the rues shall be 11/4 inches 32 mm)to a maximum of 23/4 inches 58 6 � L I}
(70 nun).Edges shall have a minimum radius of 0.01 inches(0.25 mm). while avoiding infiltration of fine soils. t
§RR4U6.3.4 Backfill.The remainder of the excavated area shall be
8311.5.7 Illumination.All stairs shall be provided with illumination in accordance with B
Section R303.6. backfilled with the same type of soil as was removed during the excavation.
§RE3803.3 Additional locations. At least one wall switch-controlled SECTION R309
lighting outlet shall be installed in hallways, stairways, attached §RR315 §RR407
4" VTR garages, and detached garages with electric power. At least one wall- GARAGES AND CARPORTS HANDRAILS, COLUMNS
switch-controlled lighting outlet shall be installed to provide §R309.1 Opening protection.Openings from a private garage directly into
illumination on the exterior side of each outdoor egress door having grade a room used for sleeping purposes shall not be permitted. Other openings §RR315.1 Handrails.Handrails havingrniniinurn and rnaxirnuin heights of 34
level access. A vehicle door in a garage shall not be considered as on between the garage and residence shall be equipped with a 45-minute fire- $ §RR407.1 Wood column protection.Wood Columns shall be protected against
„ outdoor egress door. Where lighting outlets are installed in interior inches and 38 inches(864 min and 965 min) respectively,measured vertically deco as set forth in 'RR323.
3 _ ------ „ stairways, there shall be a wall switch a t each floor level to control the rated door assembly equipped with a self-closing device. Y
__ _______,_ -------- �, from the nosmQ of the treads,shall be provided on at least one side of
_ __�- , ----�_______r__ 3 §R309.1.1 Duct penetration.Ducts in the garage and ducts penetrating the walls o 1
___---- , _____�_ -_- lighting outlet where the stairway has 6 or more risers. ,
'-- ' ' -------'------------ or ceilings separating the dwelling from the garage shall be constructed of a minimuin stairways. All required handrails shall be continuous the full length of
- , � , � , , � � � g• • p g g g g g §RR407,2 Steel column protection.All surfaces(inside and outside)of
"' , , I EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, No.26 gage(0.48 mm)sheet steel and shall have no openings into the garage the stairs with two or more risers from a point directly above the top steel columns shall be given a shop coat of rust-inhibitive paint,except
LAV LAS LAV LAV central, or automatic control of lighting shall be permitted. §R309.2 Separation required.The garage shall be separated from the residence riser of a flight to a point directly above the lowest riser of the flight, for corrosion-resistant steel and steel treated with coatings to provide
SHOWER TUB 3 � SHOWER SHOWER and its attic area by horizontal or vertical separations conforming to§R309.2.1 and§R309.2.2. Ends shall be returned or shall terminate in newel posts or safety corrosion resistance.
§RR301.2.2.4 Weights of materials. Average dead loads shall not §R309.2.1 Vertical separations.Where partitions are used to separate vertically terminals. Handrails adjacent to a wall shall have a space of not less
Li U UUexceed 15 psf (0.72 kN/m2) for roofs/ceiling assemblies or 10 psf an attached garage from a dwelling or its attic,the partition assembly shall have than 1.5 inches(38 min)between the wall and the handrail. §RR407.3 Structural requirements.The columns shall be restrained to
SECOND FLOOR , (0.48 kN/m2) for floor assemblies, except as further limited by a 3/4-hour fire-resistance rating, prevent lateral displacement at the bottom end. Wood columns shall not be
§RR301.2.2. Dead loads for walls above grade shall not exceed: EXCEPTION:In lieu of providing partitions that have a 3/4-hour fire-resistance §RR315.2 Handrail grip size.All required handrails shall be of one of less in nominal size than 4 inches b 4 inches 102 min b 102 mm and steel
2' 2° 3" 2" 2" ; 2" 3" 2" 2" 3" 2 rating,one layer of 518 inch-thick,Type X,gypsum board maybe installed on the Y ( y )
1. Fifteen psf (0.72 kN/m2) for exterior light-frame wood walls. side and one layer of 1/2-inch-thick,Type-X, sure board maybe installed the following types or provide equivalent graspability. columns shall not be less than 3-inch-diameter(76 min)standard pipe or
3 garage YgYP Y
___ __- ___ 2. Fourteen psf (0.67 kN/m2) for exterior light-frame cold-formed on the opposite side. Application shall be in accordance with R702.3. equivalent.
3 _ _
3" --____ - --------3___,_____- steel walls. §R309.2.2 Horizontal separations.Where horizontal construction is used to Type i. Handrails with a circular cross section shall have an outside
•- -;----- I L separate the garage from the residence or its attic,such construction shall be diameter of at least 1-1/4 inches(32 mm)and not greater than 2 inches EXCEPTION:In Seismic Desi n Cate ones A,B and C columns no more than
' ' TUB/
221 3. Ten psf (0.48 kN/m2) for interior light-frame woad walls. 51 min). If the handrail is not circular it shall have a perimeter 48 inches(1219 mm)in height on a pie or footing are exempt from the
I SINK S NK I SINK protected with one layer of 5/8-inch-thick,Type-X,gypsum board,installed in ( p
SHOWER 4. Five psf (0.24 kN/m2) for interior light-frame cold-formed accordance with the requirements of§805.1 Openings in horizontal separations shall dimension of at least 4 inches(102 min)and not greater than 6-1/4 inches bottom end lateral displacement requirement within underfloor areas
WU steel walls. not be permitted except where the residence is otherwise protected by vertical separations. (160 mm)with a maximum cross section dimension of 2-1/4 inches(57 mm). enclosed by a continuous foundation.
MAIN FLOOR W Where the horizontal separation is a floor-ceiling assembly,the structure supporting
5. Eighty psf (3.83 kN/m2) for 8-inch-thick (203 mm) masonry the separation shall also be protected b not less than 5/8 inch(15.87 87 rnrn
2' 1 2" walls. P P Y ( -• ) Type H. Handrails with a perimeter greater than 6-1/4 inches(160 min)
2 2 3 2 Type-X gypsuin board or equivalent. shall provide a graspable finger recess area on both sides of the
6. Eighty-five psf (4.07 kN/m2) for 6-inch-thick (152 mm) concrete §RR310.1.1 Minimum opening area. All emergency escape and rescue
walls. profile. The finger recess shall begin within a distance of 3/4 inch openings shall have a minimum net clear opening of 5.7 square feet(0.530
3" (19 min)measured vertically from the tallest portion of the profile and
FAI EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 §RR312 m2),
kN/m2) shall be permitted in Seismic Design Category D2 provided achieve a depth of at least 5/16 inch(8 rein)within 7/8 inch below the
GUARDS
I
, the wall bracing amounts in Chapter R6 are increased in widest portion of the profile. This required depth shall continue for at EXCEPTION:Grade floor openings shall have a minimum net clear
accordance with Table RR301.2.2.4. least 3/8 inch(10 mmen
)to a level that is not less than 1-3/4 inches P a
I §RR312.1 Guards required.Porches,balconies or raised floor surfaces opening of 5 square feet(0.465 m2).
located more than 30 inches(762 min)above the floor or grade below shall (45 mm)below the tallest portion of the profile. The minimum width of
C.O. G.O, have guards not less than 36 inches(914 mm)in height. Open sides of the handrail above the recess shall be 1-1/4 inches(32 min)to a maximumdi
§RR310.1.2 Minimum opening height.The minimum net clear opening height z
stairs with a total rise of more than 30 inches(762 min)above the floor or of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch shall be 24 inches(610 mm), O
4„ I TO AN APPROVED grade below shall have guards not less than 34 inches 864 mm) (0.25 mm). N
i SANITARY SEPTIC SYSTEM � a (
in heightmeasured vertically from the nosing of the treads. §RR310.1.3 Minimumopening width.The minimum net clear opening width w
CAST IRON NOTE:IN TERMS OF UPLIFT CALCULATIONS, shall be 20 inches(508 mm).
§Res ofst Guard opening limitations.Required guards h open THIS IS A THREE STORY BUILDING ROOF PITCH
HOUSE TRAP sides ofstaiiways,raised floor areas,balconies and porches shall have (ROOF
intermediate rails or ornamental closures that do not allow GREATER THAN 7 PiTCH) §RR310.1.4 Operational constraints.Emergency escape and rescue
passage of asphere 4 inches(102 mm)or more in diameter, openings shall be operational from the inside of the room without the use
SEE DETAIL SHEET FOR of keys or tools.
HIGH WIND CONNECTION EXCEPTION:The triangular openings formed by the riser,tread Backfill shall not be placed against the
RECUIREMENTS and bottom rail of a guard at the open side of a stairway are wall until the wall has sufficient strength
I I I a G� }� DIAGRAM ) permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass and has been anchored to the floor above,
FLUMe I NG RISER through.
CONTRACTORS OPTION: I or has been sufficiently braced to prevent damage
INSTALL STRAPPING ON by the backfill(Section R404.1.7) z
OUTSIDE OF SHEATHING
N
W
}
M
W
Q
z
tw
lu
58'6"
24'2" 34,4"
22'2" TO" 6,6" 9'4" 11 0'/i' 7'5i/z"
STEP ��j
u1.
� m
PLATFORM, STEPS � �Q
0 5/4"x6" AND RAIL TO t-
4 DECKING GRADE PER CODE
3030-2 DH PS 6 3052-3 DHX Z LL
R-- -- 2-2x10 HDR 2-1 3/4"x11 l/8" ML HDR O
�---- 0
DpT- ------ 22,0„ Q
1:::-+ cp (� O JU
o PLATFORM, STEPS i Q A in 13
AND RAIL TO KITCHEN Z:3 W o =
GRADE PER CODE 9'O GLC, HGT. 33'8" n r, `
LU m
2-2x10 HDR Q BREAKFAST FAMILY ROOM
3'0' O _ O W I U lL
b 9'O CLG, HGT, p Q 9b CLG, HGT,
V NT ISLAND `� Q H
75' 2" 8 4"
U TO EXT ; p PREFAB, ZERO CLEARANCE 42" `° 2
0 N WOOD BURNING FIREPLACE WITH X �o
- 20" DEEP FLUSH HEARTH PER Q N
Q W ` CODE INFPA 211) PROVIDE FRESH �^
a @ M T �, ENGINEER:
AIR INTAKE AND GLASS DOORS �.
p u tu PER CODE VERIFY SIZEJF
'aa MQ d b C.O. 5~ F AEY
Iv
BEARING WALL
O x _ _ _ _
_ _ Q iv <m
2-1 3/4"Al -1/8" m - - - o m
2x * .
m r 2- O HDR 2-2x10 HDR o Z 1'
Q LVL FLUSH S OWER 7' 1r/z" 7' 1'/z" "� ;e„ N
p N - 3i4cS QI I C PED u W Z -� to �� ` �W i
01
?OST 4-2x4No1R N "' BATH Q 2-1 3/4"x11 -1/ " LVL HDR N 090 '3493 C?��
3-1 3/4"x14" LVL GIRDER F
- - - - - - - - - - - - - - - - 3,0.. 5,5,. 3,6.. FSSfONP\,
174 c
`4 INSULATE R-13 : _ 7L,- _ 5'0" POCKET JEFFREY T. SUTLER, P.E.
N 4-2x4 N 2-2x10 HDR 2'0" 53'8" - ® - 15 LITE
POST CLO, iv-M_ `� E.F.
1 1/2 CAR GARAGE
3/4 HOUR RATING ON WALLS U _ 0 0 13 ri
t CEILING PER CODE, SEE Q '0 2'6" POCKET 6" WAL - ' }
p NOTES ON THIS SHEET
O
f]
-SECTION R309 LIVING ROOM ly
rNi
= J Q 0 v OP N TO 9'O" CLG. HGT, - Q a
rn
o + `
Q m O u 0 _ m Q rn A OVE I O lU p N V Q
O r n w t j pl `-9 ' 0. ' F-
xJ F
X F
lu w - W u
DINING ROOM Q u W I pC n `Jt 0 Q
°a `� c° Q Q 1 9'O" CLG, HGT, o , 2-F,J, - Q BAR BY OWNER Q Z ty }- z°
0 N r Z X a I I l p - WITH SINK LU
Q O JUQ
N �t N
a' ly
23' 10" W 3'5" N' 3'S" J4'3' Q O Q Q
2 2x10 HDR 2-2x10 HD r 2-1 3/4"xII -1/8" ML HDR Z Q =
`n 2-2 i DR H 11 V
0 3050 DH 3050 DH 3050-3 DH __ io t Z3
2-2x10 HDR1068-3 8-1068 W� w/A1t�Il-A�OVE � O O D U
2x6 C.J.;16" O.G.�� Jill y-
3050-2 DH � COVERED
Q ' , QI x STOOP ,
I� Ix& R,R x6 R,R_ I I - O
g 16 O,C, s
'� NI , QPW L
Q
8" DIA, HBtG -----1---------
COLUMN, TYP. -STEPS AND RAIL � a w
ANCHOR PER DETAIL STEP PER CODE U N a
FiRST FLOOR FLAN
LIVING AREA = 1130 SQ,I=T. 5'6" 13'2" 5'6" 6'31/i' 6'3r/z" 3'5" 3,9" 7' 11/2 7'51/z"
GARAGE AREA = 460 SQ.FT.
SMOKE DETECTOR 24'2" 12'7" 7'2" 14'7" 2'0" PAGE :
INTERCONNECT PER CODE
e CARBON MONOXIDE DETECTOR 58'6"
ONE PER FLOOR
2x4 C.T. 6 16" O.G, CONT, RIDGE VENT
LOCATED IN UPPER 1/3RD 2xI2 RIDGE
OF ATTIC PER 3,2,5.1 2x10 RAFTERS
OF 2001 WFGM 1/2" GDX SHEATHING:
12 150 FELT
�S ASPHALT ROOF SHINGLES
CONT RIDGE VENT
Y.� a ROOF VE
1 ` I CEILINGS AREA UNIFORMLY DISTRIBUTED INSULATED
�.`•� EAVE PROTECTION TO EXTEND FROM THE EDGE OF
THE ROOF, 36" UP THE SLOPE BUT NOT LE55 THAN 12" BEYOND
L
ATTIC THE INTERIOR FACE OF THE EXTERIOR WALL
'�'� BAFFLE AS REQUIRED FOR ROOF VENTILATION
Simpson Strong-Tie
2-2x6
L65U28 A__ 6TRONGS BACK NOTE: PROVIDE 5IMP50N L55U28
R-38 INSULATION JOIST HANGERS AT EACH RAFTER/
CEILING JOIST CONNECTION,
TOP OF PLATE - -- 1/2" GWB
I'd, OH =
CONT. VENTED 1/2" GWB ON
VINYL SOFFIT ( ) ® ® WALLS AND
CEILING 1/2" GWB
2X4 STUDS OPENING PROTECTION BY
BEDROOM "4 BATH R-15 INSULATION WOOD STRUCTURAL PANELS
5 1/2" CDX SHEATHING: PERSUANT TO 1609,1,4, SEE
TYYEIG HOUSEWRAP FASTENING SCHEDULE ON
CEDAR 51DING DETAIL SHEET IN THIS SET
N
X
_O
SEE DETAIL SHEET FOR
3/4 51115FLOOR w
TOP OF SUBFLOOR - -- � HIGH WIND CONNECTION IK
2SZSZSZ REQUIREMENTS
TOP OF CEILING - -- _-
- 1/2 GWS
R-21 INSULATION
CONTRACTORS OPTION:
INSTALL STRAPPING ON
OUTSIDE OF SHEATHING
LIVING ROOM FAMILY ROOM
z
WOOD STOOP _ STAIR AND RAIL w
STEPS AND RAI =
PER CODE o
PER CODE
M
N
w
O
3/4" SUBFLOOR z
TOP OF 5UBFLOOR - --
LA
TOP OF FOUNDATION - -- 4 R-30 INSULATION
GRADE °
,t A
PITCH GRADE ° °
AWAY FROM o
FOUNDATION
z CELLAR ;
a;
00 _ �41 2-1 3/4" X 11 1/8" M,L, ° ,____, 2-2x6 ACQ SILL
° WITH 3 1/2" STEEL COL. 5/8" ANCHOR BOLTS w 36" 04.
ON P,C. FTG. p SILL SEAL
D ,
TERMITE SHIELD
8" GONC, FOUNDATION U m
4" SLAB o4• 8"x16" GONG, FTG,
TOP OF FOOTING - -- ° (36" MIN, BELOW FINISHED GRADE)
e.•�,, DAMPROOF BELOW GRADE i
t i SEE DETAIL SHEET FOR r
ANCHOR BOLT SPACING 6016" w
SECTION A-A 24'2" Q- 1 �
'Q
2' 10" 8'0" 13'4" 2' 10" 8'0" 7'8" 13'0" 2, 10" 2'0" X Z LL
ojU14)
00
21 A I
3050 DH 3050 DH TEMP TEMP Q
2-2x HDR 2-2xIO HDR 2-2xlt HDR t
/ 2-2\x10 HD/R l
a
CLO U1.LC.
SH W\ lu
BEDROOM 02 F
U 8'0" CLG, HGT, c =- 71 8'0" CLG, NGT,
6q °° BATH - BA H
8
3050 DH 3050 DH o .O
'D"o CO Q61,G 8' "
- IN LG, HG CLG, Gr. ENGINEER:
2-2x10 HDR 19'6" 2-2x10 HDR JL
4'0" 0 13'0" 2'0" 5'0" 7'0" 5101, OF N
11 _ ®
=t NC11a �m
® z
LN, O° Co" WALL 2-2x10 HDR N
o a MASTER BEDROOM 2'o" 2'4' z'
` 2-2x10 DR
a BEARING WALL 2 4 POCKET 9 3 gg
M c� S.O.. CLG. NGT. cu „
O
"' o '^� 2'6" c,o,
co �FSStONA�-��
(V ♦,` iI e M N
N TECO ALL FLUSH M N M AIc BEARING WALL JEFFREY T. BUTLER, P.E.
,�GCESs 3-2x8 FLUSH
GONEGTIONS 2x12 RIDGE _ _ _ =
- - — - — - — - — - — - - — - - — -
=- SEARING WALL „ - — -� 77
�` Q
2 4 2-1 3/4"x11 1/ LVL UPSET _ o `V
M 3-2x4 3-2x4 - — - — - 5'0"
POST POST 10'76 -
2XI R SHOWER = 7'S" CLO. N
M
3-2x4 POST
r, 02x12 RIDGE ° a ` /_ Fv POST 6'0" O
- - - - - - - - - - - - - - - - - - - 0 2-2xIOHDR 2-2xIOHDR OPEN TO L a
N /\,* 2,6+ BELOW _ O Q
lU Z
U �
N O
N c „ MAI 1 6 0'
/ TI .\ BEDROOM 04 Z
"
W.C. 80CLG, HGT. 6 — � )V U 30„ 6 QZ 1 ~ uQ z
0 BEDROOM = m 0I
CUSTOM INTERIOR WHIRLPOOL O
8'0” CLG. NGT,/ i @ Lu cV
9 CASEMENT WINDOW TUB % a Z r LLL a a
VERIFY Q a
A Q 1K ll SIZE O ® o ��. Q 0
t� iv \O O\ X X tu
CD 5 N N 131 0„ 70" N 3,0" I I'1 I" IN O
OL
=t o a 2x8 R.R. 9 I6" O,C. I 2x8R.R. a 16" O.C. `ct O O
2'0"
O O
N / OPEN TO BELOW
�- 2-1 3/4"x11 -1/8" LVL UPSET - 2-2x10 HDR 2-2x10 HDR m N
2-2x10 HDR 2-2x10 HDR LN, = I � O �'
— — - — -
v Q
0 3050 DH 3050 DH o 2-2x10 HDR Q
o 1 3050 DH 3050 DH _ O 4
2x8 .R.-I6"-62° •,
2-2x1 HDR '-- - - z w w
AFCP3045 a a
3050-2 U N a
SECOND FLOOR FLAN 516" 13' 1" 5'7" 6'31/2" 6'3'/2" Y51, 3'9" 3'0" 8'3" 314"
LIVING AREA = 1,510 SQ,FT,
24'2" 127" 72" 14'7" PAGE :-
IS SMOKE DETECTOR1.
INTERCONNECT PER CODE 58'6"
e CARBON MONOXIDE DETECTOR
ONE PER FLOOR 4 of (o
CE OF FOOTING
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS
( MAXIMUM MEAN ROOF HEIGHT: 35')
w
� Q GYPSUM BOARD
16d NAIL AT 24" O.C.
Z
SHUTTER ASSEMBLY
o
== N.T.S. I
Q / j WOOD STRUCTURAL PANEL FOR PANEL SPANS:
BUT NEED NOT H INSTALLED IN ACCORDANCE 0<4'0 WIDE SPAN I \ \ \
EXCEED 40 FT. MAX, WITH NAILING SCHEDULE
(TABLE 3,1, WCFM NIGH WIND EDITION) •'i
TALL PANEL EDGES)
H/2 BUT NEED NOT /�` Sd NAIL AT 12" O.C. ON ALL 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD
EXCEED 15 FT. MAX. FRAMING MEMBERS NOT AT (OVERLAP AROUND OPENINGS 4") I \ l •"
PANEL EDGESI
ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/
(a) OUTSIDE CORNER DETAIL #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL I I
FOUNDATION CLEARANCE FROM SCOFFS WOOD SCREW @ 16"O.C. I ,
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
6" I I
FIGURE 18403.1.1.1 GYPSUM BOARD #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS)
Sd NAIL AT O.C. �'
(ALL PANEL EDGES) MACHINE BOLT @ 12"O.C. o' \ 1
\ I
\
\ I
\ z
\ I o
WOOD STRUC?URAL PANEL
ENDWALL JOISTS • \ w
INSTALLED IN ACCORDANCE \ \
1(od NAIL AT 24" O.G. J WITH NAILING SCHEDULE I I ,-
(TABLE 3.1, WCFM HIGH WIND EDITION) 1°1- •
A A Sd NAIL AT 6' 11
J, O.C. ON ALL 1
IT FRAMING MEMBERS AT PANEL
BLOCKING EDGES AND 12" O.C. ON ALL 1 ,
I ,•
BLOCKING FRAMING MEMBERS NOT AT 101 ,e1 MULTIPLE SECTION ASSEMBLY
PANEL EDGES i 1 I i 1/4" THICK BOLTS 0 2' OC
SECTION A-A (b) INSIDE CORNER DETAIL
1d-,,
EXTERIOR CORNER FRAMING
1=LOCIR eIRACING AT END eAY6 1
If I I ,
I I
SHUTTER ASSEMBLY
111
N.T.S. Imo, I ��:• 1� ,.
FOR PANEL SPANS:
I�•
2x4 CONTINUOUS 4' OR WIDER SPAN I I 11 1 1
LATERAL BRACE AT 6' O.C. I I I , I I
1 II
TRUSS OR CEILING JOIST 1,°I- Ia 1°1'
I
2-IOd NAILS 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD
GABLE END TRUSS I 1 I
(OVERLAP AROUND OPENINGS 4".) 1 I
TOP PLATES EXTERIOR OR BEARING WALL
1
I
2x4 STRONG-BACKS e+ 24" OC 1 '• I°,,
1
ASSEMBLY: 11 II xSTUD 1). PREASSEMBLE PLYWOOD TO 2x4'6: A 10x3" (w/ WASHERS) GALVINIZED OR 1 d LL
STAINLESS STEEL WOOD SCREW m 12" O.C. v LL
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I 1 JU
� 111 \Q r
BORED HOLE MAX—
NOTCH GREATER THAN •10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL UJ
DIAMETER 60% 50% OF THE PLATE WIDTH
WOOD SCREW g I6" O.C.
OF STUD DEPTH 10-Sd = ^ r
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: N N
16 GAGE (0.054") AND 1.5" WIDE NAILS �[
5/0" MIN. TO EDGE— METAL TIE ACROSS AND TO EACH "10 TEE NUTS ATTACHED TO BLDG. w/ °10x1-1/2 l W/ WASHERS) (� m
MACHINE BOLT g 12" O.C. L�
5/8" MIN. TO EDGE
SIDE OF THE NOTCH WITH 8-16d 'D 0 ND
NAILS EACH SIDE 5d COOLER NAILS AT 10 O.C. L O O
O' T—
NOTCH MUST NOT EXCEED 2"x4" BLOCK NAILED TO EACH z
40% OF STUD DEPTH BRACE WITH 4-10d NAILS Sd NAIL AT 4" O.C. _.
O N
TOP PLATES tu
GYPSUM BOARD Q
5d COOLER NAILS AT l" O.C.
PIPE 20 GAUGE STRAP 12" MAX.
BORED HOLES SHALL. NOT
LL
BE LOCATED IN THE SAME 10-8d NAILS
NAILS BASED ON w
CROSS SECTION OF CUT OR SHEAR WALL REQUIREMENTS
NOTCH IN STUD
ENGINEER:
TOF PLATE FRAMING TO ACCOMMODATE FIFING ENDWALL STUDS NO CEILING GENT 2x ��P�RE F N`
NOTCHINC-s AND fBORED MOLE LIMITATIONS DIAPHRAGM ER BLOCKING � �F �G `
Imo' /� WALLS
I Q �I III Q REQUIRED ON SHEATHING JOINT
FOR INTERIOR NONBEARING WALLS GAaLE E `�DWALL E1`ACING 15/32 WOOD STRUCTURAL PANELS N � fr
(WF-CM 2001 ` f BC HIGH WIND EDITION RAFTERS AND CEILING CWFGM FIGURE 3.�Ia) ON SABLE FACE AND ON WALL BELOW
JOISTS OR APPROVED BASED ON SHEARWALL REQUIREMENTS A 0
ROOF TRUSS '9 �3 3 C?�
SION
TOP
TDP PLATE SECOND STORY PLATE- JEFFP.E.JEFFREY T. BUTLER,
}�
SEE DRILLING AND PREFERRED METHOD
NOTCHING PROVISIONS p
TOP PLATESJOIST IS PERMITTED TO 00
BE CUT OR NOTCHED
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- m
8
SEE DRILLING AND WALL
SEE DRILLING AND WALL a o
BOTTOM PLATE NOTCHING PROVISIONS WALL
NOTCHING PROVISIONS ROOF FRAMING a
WFCM SECTION 3,4.1.1.1 DOUBLE TOP PLATE 4 4 4 2
WFCM SECTION 3.3,1.1.1 1/3 SPAN 1/3 SPA U O
STUD JOIST ENDS TO BE
01r F— BLOCKED AGAINST O Lu Q
ROTATION IN ACCORDANCE Tua _Q z WITH WFCM 3.3.13-END RESTRAINT I Q z m
BORED HOLE MAX- , „
FOR BLOCKING AND 3.3,1.4 BRIDGING FCRIPPLE STUDS 21" CLEARANCE 30 LU ' Z
DIAMETER 40go N W a
OF STUD DEPTH TDP PLATE
BAND JOIST AND BRIDGING r o
D
TO RAFTER CONNECTION
m
OR FLOOR TO FLOOR CONNECTION GE
OR BN FRONT OF LOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION, SEE Q O Q
5/8MIN. TO EDGE' DETAILS ON SHEET -1 OF '1 THIS SET OPENING to N Z =
BgELdRiNG HEADER TO STUDS LAVATORIES SHOWER 0 O
5/0" MIN. TO EDGE II WATER to H S
FULL LENGTH CLOSET �- Ix U V
/LAP JOIST 3 IN. MIN. HEADER STUDS WALL OR BIDET WALL
259. OF STUD DEPTH O O V
NOTCH MUST NOT E><CEED WALL STUDS
BOTTOM PLATE 15 15
NOTCHES SHALL NOT BE BAND JOIST NOTE: �-
0
OR BLOCKING UPLIFT CONNECTION IS REQUIRED
LOCATED IN MIDDLE: ONE-THIRD -- _ ___ ___ AT EACH END OF HEADER AND
OF STUD LENGTH JOIST ; --------------------- TUB O v
IF HOLE IS BETWEEN 40go AND 60% SILL PLATE _ ' ' ' ' AT BOTTOM OF HEADER STUDS IN ? 4
Id
OF STUD DEPTH, THEN STUD MUST BE CRAWL SPACE i i Nb;UPLI�� ; ; ADDITION TO CONNECTORS AT z
BORED HOLES SHALL NOT SUBFLOOR , , CCKNECf¢ WALL STUDS AND AT TOP AND O a
BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO e OR BASEMENT ; ; R �UIRt� ; ; BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE
CROSS SECTION OF GUT OR U
SUCCESSIVE STUDS ARE DOUBLED FOUNDATION " 1
AND SO BORED
NOTCH IN STUD
STUD TO PLATE TUB
/FOUNDATION
HEADER TO STUDS: USE LSTA IS W/14 lOd NAILS
NOTCHING; AND eOfRED HOLE LIMITATIONS PAGE :
STUD TO PLATE/FOUNDATION:PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6FEET): USE DSP W/S 10d NAILS IN STUD AND 4 IOd NAILS IN PLATE
FOR EXTERIOR WALLS AND aEAR I NCS UJ,41...LS BEARINCz WALL (OPENINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET -1 WATER CLOSETS
TYPICAL FRAMING AND UPLIFT �IC�Ui�� R3012 � �� ro
(UJI=CM 2001 Si�C �IIIC��I WINE) EDITION) TYPICAL WALL, FLOOR AND ROOF FRAMINGTYPICAL
FOR OPENINGS MINIMUM FIXTURE CLEARANCES
NAILING
/� The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: (TABLE 3.10 WFCM HIGH WIND EDITION)
i20 MILE }SER HOUR ZONE - I` AILII G SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed in accordance with all state, ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
and Paper Association. (2001) municipal,local zoning and building codes and ordinances (110 MPH 3-SECOND GUST = SO MPH FASTEST-MILE WIND SPEED IPER TABLE R3-1.2.1.3D
Non-structural elements are based upon The New York State Residential Code-2010 Edition having jurisdiction and best standards of construction
(TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Desi n Criteria,see Table R301.2 1 on cover sheet. practice.9 ( ) P STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply SHEATHING LOCATION STUD SPACING
Wind Limitations-Section R301.2.1 to all work performed on this project. (SEE NOTE 1) (INCHES, O.C.) OR PANEL SIDING FOR Sd COMMON NAILS o
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions at the site. Any (SEE NOTE 3) (INCHES, O.C.) .
Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer ' E ro .
ROOF FRAMING Dead Load-Section R301.4 prior to commencement of construction. The Contractor shall be 4PERIMETER EDGE XON fro 0
Live Load-Section R301.5 responsible for corrections not reported once he has started work F 6
RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER Light and Ventilation-Section R303 except for hidden job conditions.
Minimum Room Areas-Section R304 3.Contractor shall guarantee to the Owner that all materials and INTERIOR ZONE 16 E 6
CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-Sd PER JOIST Ceiling Height-Section R305 equipment incorporated in the work will be new,and that all work
Sanitation-Section R306 will be of good quality,free from faults and defects for a period F 12 (SEE NOTE 2)
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-trod EACH LAP Toilet Bath and Shower Spaces-Section R307 of one year from the date of the final Certificate of Occupancy. E 4
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) S-trod EACH LAP Glazing-Section R308 4.The Engineer shall not be responsible for the construction means, GABLE ENDWALL RAKE AND RAKE TRUSS
Garages and Carports-Section R309 methods,techniques,sequences or procedures,or for the safety F 4
COLLAR TIE TO RAFTE=R (FACE-NAILED) 6-Sd PER TIE Emergency Escape and Rescue Openings-Section R310 precautions and programs in connection with the work,and he .
E
Exits-Section R311 shall not be responsible for the contractors failure to carry out = NAIL SPACING AT PANEL EDGES (IN.)
BLOCKING TO RAFTER (TOE-NAILED) 2-Sd EACH END Stairways-Section R311.5 the work in accordance with the construction documents. The F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Handrails-Section R311.5.6 Engineer shall not be responsible for the acts or omissions by
RIM BOARD TO RAFTER (END-NAILED) 2-trod EACH E=ND Guards-Section R312 the contractor. No changes shall be made in the documents I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o
WALL FRAMING
Smoke Alarms-Section R313 and/or the building as designed without the expressed written SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 0•
Foam Plastic-Section R314 consent of the Engineer. • 0
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (BEE NOTE U PER FOOT Flame Spread and Smoke-Section R315 5.The contractor and all subcontractors shall maintain continuous 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o, Simpson Strong-tie
Insulation-Section R316 Insurance coverage including statutory policies(Worker MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4% THE NAIL SPACINGS SHALL BE •o MTS3OC OR CS16 1%4"
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Dwelling Unit Separation-Section R317 Compensation,etc.)and general liability in an mount not REDUCED TO 6 INCHES O.C.Moisture Vapor Retarders-Section R318 less that$5 million and automobile liability and damage o• COILED STRAP
STUD TO STUD (FACE-NAILED) 2-1rod 24" O.C. Protection Against Decay-Section R319 coverage not less than$2 million. The Engineer shall be '� AT EACH ROOF RAFTER
Protection Against Termites-Section R320 a named insured on any and all policies. 3. TABULATED Co INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
HEADER TO HEADER (FACE-NAILED) trod fro" O.C. ALONG EDGES Site Address-Section R321 6. Provide copper termite shields over fibrous MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42rGr0.4% THE NAIL SPACINGS SHALL BE USE 8-166 NAILS AT
2-trod PER 2x4 STUD Accessibility-Section R322 insulation at all perimeter sills. REDUCED TO 4 INCHES O.C. EACH END
TOP OR BOTTOM PLATE TO STUD (END-NAILED) Elevators and Platform Lifts R323 7.All wood in contact with concrete or masonry to be Wolmanized z
3-16d PER 2xro STUD Flood Resistant Construction-Section R324 or pressure creosoted. 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING a
8.A single station smoke detector alarm device shall be installed MEMBERS WITH 630.49. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4S, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER
4-trod PER 2x8 STUD Foundations-Chapter 4 in each bedroom,on all floors and shall be all interconnected per code. REDUCED TO 3 INCHES O.C. ac
Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operable windows to be mechanically ventilated
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State Code. Simpson Strong-Tie CONNECTION.
FLOOR FRAMING or test hole,for alternative footing and foundation wall design. 10.Heating to be designed to provide 70 degrees F.with outdoor C316 I%4��CDILED STRAP -
designed air-temperature of 0 degrees F.and 15 MPH wind.
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-5d PER JOIST Foundation Notes: 11.All electrical work to be in accordance to the rules and 16" O.G. USE 4-86 NAILS
5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.F.U.and a N.Y.B.F.U.certificate is AT EACH STUD, WRAP
BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END 8"poured concrete foundation wall,8'0"high, 3000#test to be presented to the Owner at the completion of the job. UNDER SILL PLATE
Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12. Plumbing Installation to comply with State and Local codes
BLOCKING TO JOIST (TOE-NAILED) 2-Sd EACH END 16"x 8"poured concrete wall footings,3000#test and the sewage disposal system to meet Health Department standards. MIN OVERLAP IS 12" '
2-1 '/1'x 11 7/8"Microlam Girder or 3'/2'x 11 7/8"Power Beam 13.Do not scale draWn s. Use figure dimensions only. • • '
( ) 9 9 Y NOTE:
BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-1(Od EACH BLOCK 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conform to the rules and regulations of the New York 00 d)
STRAPS MAY BE w
3-trod EACH JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double 4 • m Q
LEDGER STRIP TO BEAM (FACE-NAILED) • • PLACED EITHER s �
30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. 00 0 UNDER OR OVER _
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation protection as indicated on these plans exceeds • 0 N
Foundation wall to extend a minimum of 8"above finished grade the Code's minimum standards. • • • • SHEATHING
3-trod PER JOIST All footings to be carried down to undisturbed soil 16.These drawings and specifications are instruments of service and • ' 00 • e o
BAND JOIST TO JOIST (END-NAILED) No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • ' 00 C4
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Pour no concrete on frozen ground or in freezing weather which they are made is executed or not. They may not be used • • • •
Provide 3'/z'steel lally columns on any other project except by written authorization of the Engineer. • 0 w
ROOF SHEATHING Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site ' • . ' •
anchored to the floor above,or has been sufficiently braced to prevent damage inspections and certifications as required or requested by the owner, • '
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET by the backfill (Section R404.1.7) contractor or local building department. . ' • • '
DIAGONAL BOARD SHEATHING • ' ' •
Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS
1"x6" OR I"x8" 2-Sd PER SUPPORT Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION • • • •
Draftstopping-Section R502.12 USE SIMPSON STRCNG-TIE CONNECTORS ' • • ' ' • o
1"AO" OR WIDER 3-Sd PER SUPPORT Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND • • • . '
INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 •
CEILING SHEATHING Floor Construction: CONSTRUCTION CATALOG C-HW02 00 • • • • !9e
'/:'OSB plywood subfloor,fasten per Table 3.1 WFCM • -
GYPSUM WALLBOARD Sd COOLERS l" EDGE / 10" FIELD • • y 0)
Floorjoists:See Foundation and Floor Plans,spacing as noted ANCHOR BOLTS IN FOUNDATION USE: • IIISimpsonU O
Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION 00 ' • 1 •
WALL SHEATHING 2-2x6 ACQ sill with copper termite shield and sill seal
pp NOTES FOR SPACINIG 00 C816 11/4COILED STRAP -Af 0
STRUCTURAL PANELS Sd SEE TABLE 3.11 THIS SHEET Finish floors per agreement r
SILL PLATE TO RIM JOIST USE: 16" O.G. USE 4-8d NAILS cry
FIREBOARD PANELS Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EX-ERIOR PERIMETER o0 AT EACH STUD >-
Wall framing and finishing shall be nailed and or screwed in accordance with AND GARAGE/HOUSE COMMON WALL ��
'f/Iro" rod 3" EDGE / ro" FIELD Table 3.1 WFCM 00 n
USE 4 8d NAILS AT EACH END M OVERLAP IS 2� lJ--
1x6 Pine fascia,wrap FLOOR t
28/32" ad 3" Ero
E=DGE / " FIELD Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: R TO FLOOR CONNECTIONS ,� f^
GYPSUM WALLBOARD 5d COOLERS -" EDGE / 10" FIELD Vinyl vented soffits SSP CONNECTOR AT 16"O.C. r yam'
Aluminum gutters and leaders USE 4 8d NAILS AT EACH END SILL PLATE TO RIM JOIST AND JU vo z �
HARDBOARD ad SEE TABLE 3.11 THIS SHEET Tyvek housewrapions RIM JOIST TO STUD CONNECTION USE: I� --� X
PARTICLEBOARD PANELS Sd SEE TABLE 3.11 THIS SHEET '/j'OSB sheathing, see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. RIM JOiST TO STUD CONNECTION i__ O y
2x6 Studs @ 16"o.c.with 2x6 shoe and double 2x6 plate USE 4 8d NAILS AT EACH END � M
DIAGONAL BOARD SHEATHING t/?Gypsum wall board = 0
5/8"Type X GWB in garage FLOOR TO FLOOR CONNECTION USE: UJ
1"x6" OR I"x8" 2-Sd PER SUPPORT ,/z Simpson Strong-Tie
MR GWB in wet areas MSTA 36, 16"O.C. CS16 14" COILED 1/2" SPACING -BLOCKINiG AT cid
1"x10" OR WIDER 3-Sd PER SUPPORT At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END �� -� „ >� e-
Note drilling and notching limitations in figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. STRAP WIN MiN 12 ALLOWS o 24 O.G. TALLOWS =
FLOOR SHEATHING and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN
Follow exterior corner framing detail figure R602.10.5 INSTALLATION
STRUCTURAL PANELS RAFTER TO STUD CONNECTION USE: STUD INSTALLATION SIDEWALL
Roof Assemblies-WFCM Prescriptive Method MTS 12,EACH ROOF RAFTER lL cel
1" OR LESS
ad ro" E=DGE / 12" FIELD Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH END ,
Underlayment application(Section R905.2.7)
GREATER THAN I" IOd ro" EDGE / 6" FIELD ENDWALL o
For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGE 10 RAFTER CONNECTION USE: lu
DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal (33-percent slope), underlayment CS20 USE 8-8d NAILS IN EACH END HOLDDOWN o J j
shall be two(2)layers applied in the following manner.Apply a 19-inch(483 mm)strip of AT EACH ROOF RAFTER ' O O f-
1"x6" OR I"x8" 2-Sd PER SUPPORT underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. (HDU5) O CORNER STUD
Starting at the eave,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE: CONNECTED TO ENGINEER:_
1"x10" OR WIDER 3-Sd PER SUPPORT successive sheets 19 inches(483 mm),and fastened sufficiently to hold in place. PBS44A FOR EACH POST-USE 14-16d NAILS O TRANSFER SHEAR O O -~
For roof slopes of four(4)units vertical in twelve(12)units 2-16d COMMON PSE OF NF~
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE, IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE DECK POST TO GIRDER CONNECTION USE: O HOLDDOWN NAILS AT 10" O,C, 5� FFiEY T
TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, Ice Protection (Section R 905.2.7.1) PC44 FOR EACH POST O O �,� 6G71
SHALL BE USED TO MAINTAIN THE LOAD PATH. Underlayment In High wind(Section R 905.2.7.2) (HDU5)
Flashing(Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: ® o �� m
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO Prod NAIL PER FOOT. Chimney's and Firespaces-Chapter 10 MTS12 @ EACH JOISTCONNECTED TO P\-2-lCod COMMON ® CORNER STUD m
z
Energy Efficiency-Chapter 11,see attached report o NAILS AT 6 O,G. 0
Mechanical-Chapter 12 PORCH POST TO DECK USE: TRANSFER SHEAR 4 441
(TABLE 3.11 WFCM HIGH WIND EDITION) General Mechanical Systems-Chapter 13 2-AC4 -USE 14-16d NAILSO9 01> 93
WALL_ SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Heating and Cooling Equipment-Chapter 14 FLOOR TO FLOOR CONNECTIONS- p
(110 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2,1.3D Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 <
SIONP
Duct Systems-Chapter 16 USE 14-16dNAILS CANTILEVER CONDITION
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Combustion Air-Chapter 17 JEFFREY T. BUTLER, P.E.
SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8,d COMMON NAILS Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE:
P
(SEE NOTE U Plumbin
(SEE NOTE 3) (INCHES, O.C.)(INCHES, O.C.) g- artVll MTS 12 AT EACH RCOF RAFTER
Q t'Q
6 13/4„ MINIMUM BP p
4' EDGE ZONE 16 E Simpson Strong-Tie EDGE DISTANCE
m
F 12 (SEE NOTE 2) H-2.5 CLIPS O 16" O.G. HOLD DOWN BRACKETS AT SHEAR WALL. CORNERS, o �
INTERIOR ZONE 16 E ro USE c3-8d NAILS 01
a
F 12 AT EACH STUD AND WINDOW AND DOOR OPENINGS ui Z
E - NAIL SPACING AT PANEL EDGES (IN.) (FLOOR TO FLOOR 4 FLOG TO
F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie R leu
l�
U210 2x6 4.. FOUNDATION;WFG i FIGURE 3.Sa 4 3.Sb) Q z o z m
1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT tu Q r z
AT EACH RAFTER z Simpson Strong-Tie Tie tu N L a m
REQUIREMENTS SHALL. BE USED. 4-lOd x 1 1/2° AC4 g f Q r � Q
le 4 AT EACH POST __1O 5
2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING e RIDGE TENSION STRAP
MEMBERS WITH G>O.4'9. FOR FRAMING MEMBERS WITH 0.42S6<0.4% THE NAIL SPACINGS SHALL NOTE= C620 USE 8-0d NAILS ILu z O
BE REDUCED TO 6 INCHES O.C. , ' ATTACH LEDGER TO FRAMING iN EACH END AT to O ^ U
EACH ROOF RAFTER O
MEMBER WITH 2-1/2" X 5" LAG SEE PLAN W
3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED ° D '° rBOLTS AT 16" ON CENTER
FOR COMMON NAILS.
dz O N
'L '� '� Simpson Strong-Tie a- Z
N
(TABLE 3.28 WFCM HIGH WIND EDITION-2001) U210 2X6 U
O
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL E SHEAR LOADS o c;; o o o L AT EACH CEILING JOIST c RAFTER z 4
° 4 ° :t 4 ° 4 ° 4 ° 4 4-106 x 1 1/2" ~
MAXIMUM ANCHOR MAXIMUM ANCHOR T:•' ° C
BOTTOM PLATE TO FOUNDATION FOUNDATION - �L � �• � 'L L Z\ ,L o n 'O o a
BOLT CONNECTION RESISTING SUPPORTING BOLT SPACING (IN.) BOLT SPACING (IN.) ' > > 4c d u N a
(1/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) D ° ��Q ° D ° D ° D
L </1o;, C o 4 o C o
,
� _% en RIDGE BEA
4 4 4 4 Simpson Strong-Tie a a JOIST HANGER REQUIRED
O AT CATHEDRAL CEILINGS
° ^ U210 2X6 2" MINIMUM Lssu OR EQUAL
LATERAL AND SHEAR LOADS 1-3 STORY 30 45 � o � s•
>•• AT EACH DECK/PORCH JOIST
WALL TO D � o D � o D 'L 4-10d x 1 1/2" 1 SIDEGOVER •,�6:'}' Simpson Strong-Tie RIDGE PAGE :
NOTE: MAX 12 1:ROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4 4 Simpson Strong-Tie PBS44
FOUNDATION � '� "1 o � TYPICAL FORCH/DECK ' TENSIONAIL
SSTB28 WITH BP AT EACH POST FOOTING � O
CONNECTIONS ' /5 LEDGER CONNECTIONS ANCHOR 5OLT DETAIL FORCH COLUMN CONNECTIONS DETAIL
'A