HomeMy WebLinkAbout36684-Z ~,rN~ffOt~ ~
a Town of Southold Annex
rr~ 6/14/2013
b~,~ P.O. Box 1179
^ ~ 54375 Main Road
~ Southold, New York 11971
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CERTIFICATE OF OCCUPANCY
No: 36298 Date: 6/14/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 8925 Skunk Ln, Cutchogue,
SCTM 473889 Sec/Block/Lot: 104.-3-15
Subdivision: Filed Map No. Lot No.
conforms substantially to [he Application for Building Permit heretofore filed in this officed dated
8/24/2011 pursuant to which Building Permit No. 36684 dated 9/12/2011
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
covered entry addition to an existine one family dwellin¢ as annlied for
The certificate is issued to 8925 Bay Ave LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
- - -
- - -
horiz~d Signature
r TOWN OF SOUTHOLD
BUILDING DEPARTMENT
~ TOWN CLERK'S OFFICE
SOUTHOLD, NY
~t t?~
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 36684 Date: 9/12/2011
Permission is hereby granted to:
8925 Bay Ave LLC
3 Sun Haven Ln
-
Commack, NY 11725
To: construct front 8~ rear open porches and alteration to sunroom.
At premises located at:
8925 Skunk Ln, Cutchogue
SCTM # 473889
SeclBlock/Lot # 104.-3-15
Pursuant to application dated 8/24/2011 and approved by the Building Inspector.
To expire on 3/13/2013.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $755.20
CO -ADDITION TO DWELLING $50.00
Total: $805.20
Building Inspector
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTB2ENT
TORN $ALL
7tis-iaoz
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Tltis application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Rittal survey of properly with accurate location of all buildings, property lines, streets, and unusual rrntural or
topographic features.
2 • Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwrites.
4. Swom slatemerrt from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installatiotas, acertificate
of Code Compliance from architect or engineer responsible for the building.
b. Submit Planning Board Approval of completed site plan requirements.
B. For eadsting buildings (prior to April 9, 1957) nun-conforming uses, or btdldiags and "pre-esisAag" land uses:
1. Accurate survey of property showing all property lines, streets, building and umrsual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - Nety fiveHing $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate ofOccupancy - Rraidential $15.00, Commercial $15.0//0''
~D/ate. lp ~ / ~ 3
New Construction: Old or Pre-existing Building: (check one) ~ 9 Z
Location of Property: n c ~ ~k+-n l~ LL's ~
House Nc. Street 7
/ Hamlet
Owner or Owners of Property: _ ~ J S/~ In.~ C~~ e
-t -
Suffolk County Ta~C Map No lOt)0, Section ~ b ~ Block ~ Lot ~S
Subdivision 9_ _ Filed Map, lAt;
Permit No. 3 ~ b O y _ Date of Perwit.T. "APPlicant:
Health Dept. Approval: - _ Undenvriters Approval: _
Planning Board Approval: , /
Request for: Temporary Certificate Final Certificate: t/ {check one)
Fee Submitted: $
Apptic n rgnature
~
~,oe souryo*
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
1 NSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ] IN CATION
[ ]FRAMING /STRAPPING [ FINAL
[ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
REMARKS:
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DATE ~ ~ 2~ INSPECTOR / ^ '~`f~
4
FIELD 1NSPECTxON REPORT DATE COMMENTS
. b
FOUNDATION (1ST) ~
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A
FOUNDATION (2ND) oooggq
`-0 O
3`15 v~
ROUGH FRAMING & y
PLUMBING
D
~7
INSULATION PER N. Y. H
STATE ENERGY CODE
O Xa
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FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying'?
TOWN HALL ~ Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / ~ Survey
SoutholdTown.NorthFork.net PERMIT NO. ~(~~n
~ Check
Septic Form
N.Y.S.D.E.C.
Trustees
yy Flood Permit
Examined ~ ~'7, 20 Storm-Water Assessment Form
Contact:
Approved ~ ~20 I~ Mail to: /Lffj~{~ SCff Gi~~i(
Z
Disapproved a/c
_ _ Phone: l34 YES ?
Expi:ati ,~J
D
AUG 2 4 2011 Building Inspector
AP LIGATION FOR BUILDING PERMIT
BI DG. DEPT.
TO'Nh GF SOUIHOLD
Date Zj ! .20
INSTRUCTIONS
a. This application MUST 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 no[ 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.
e. No building shall be occupied or used in whole or in par[ 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 [he 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 inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ~N rl~tiN C~/~Z~f7t/lp !it/O
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Locatjign~~an~ n w~ch p~~s~ worl~ ill be done:
J ff,Z/~
House Number Street Hamlet
County Tax Map No. 1000 Section ' 0 ~ Block 0 ~ Lot ~ ,7
Subdivision Filed Map No. Lot
2. State existing use and occupancy ofpremises and intended use and occupancy of t;b sed construction:
a. Existing use and occupancy .~//V G G E ~9 ~`t f C- S f.
b. Intended use and occupancy f~y! ~ /
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
6. If business, commercial or mixed occupa cy, specify nature and extent of each type of use.
SEE ~~~1~'
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 of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
f v.2 v~E'~
9. Size of lot: Front ear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated ¢ d
(2. 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 p
14. Names of Owner of prem~es LGMANG (N6 Address Phone No. 5~~2~ Z ~4~Q
Name of Architect ~C
-/?v6¢2 T Z Address Phone No 7? ¢
Name of Contractor Address Phone No.
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
* 1F 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 NO~_
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK) Notary PubNc, 3tete of NeNew York
SS: No.01BU8185050
COUNTY OF ) QualMled In Suffolk County
Commission Expires April 14. 2.b~
~~~f~~/ Z being duly sworn, deposes and says that (s)he is the applicant
(Name of iridividual signing contrac~t)jabove named,
(S)He is the ~ //(..C~
(Contractor, Agent, Corporal 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.
Swo to before me th'
^day of~l 20~
v U Y \ htiv_---~~
Notary Public ~ ~ Signature f pppicant
- - _
Town of Southold fI
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.GTMa: i
S S OR?1F ~ INBO ACTIO D MANAGE ANB ratOSIQN MI NTBOL PLAN
CERTIFIED BY A DF.SI PROFESS IN THB A O EW YOR1L
SCOPE OB WORg -PROPOSED CONSTRUCITON PlEM # / WORN ASSES311~.NP yes No
a Ndrel b Me Trial Area athe Project Parcttb? _ -
(Include Total Area d ail Parcels baled wdNn 9 oral rids Project Retain AN Sbrm~Water Rtdfolf
the Scopb d Work for Prttpttead Corotrrtcdon) Gttnerated bN a Two
~ hxh RngIIaA on SRe? -
b. Whet to the Total Area of L.arM Clearing (S.y.rAarsl (TNSNem wq tncMtda ry fltrrnlTae~d bY~
anlYtx Grouts Dlagirbaitce for rite _ ~n9 anMar wr~rudlon aWillesaa we0 as aA
cawtruabrt acllvdyl PreP~ .S06s imt~rYleNa~sutacea
jd the Perrrmrlerd CT~tbn ttr
tt1P-/AVag
PROVIDE BRIEF PROJECT' DESCRIPTION p+raau.~aeapr PSye..N.a.et 2 Drebr~SdtlCpltesl3tzeacalton
_ _ Item~ahal trtrkrde atl R-oPttaed pads Cltengay and
~L,E~t/ of'En/ PO.e c 6'
f~'?' ibyp 5~ ~umg s3rraca water Fbw.
~L l~~ p~
f. 3 ~ rile site Ptah and/or survey descnbe ate erosion
TI/ rl(/it/.GO!/ilJ and setibtent contra Praotlcea nisi wa be uses b
' txxltra sde P.rO5IOr1 and storm water discharges. This
item must be maintained ttuoughout tyre FJttlre
. Construction Period. !
Q Wtil this Projed Require arty Land Elting, Grading or
Excavation where tlrere b a charge b rite Natural
Existing Grade Involving m«e than 300 Cubic Yards
' of Material within-arty Percent
5 Will this Application Requre Land Disturbing Activities
Encompasshg an Area in Excess a Ftve ThousaM
(5,000 S.F.) Square Feat a GrourM Surface?
s Is there a Nabrel Water Course Running dpgrgh the ~ -
Site? Is this project within die Trustees jurisdiction
Ganerel cec swPPP Raouiremenb: or whin One Hundred (100') feet a a Wetland or ~
9uMri6sM a • swPPP b rewred kK ell l;orrtrucNm aatw'tles 4na.Mg sa Beach?
dbMb«KSS a one (1) «more eves; kW
Whg dbAnmrbss a bsa tlrrr aria eve Nrt 7 V?i3 there be Slte peparetlon On Exis
en Pan as larger c«rarnn Pbn Nrt we uhimalrJy dbnrrb ane «rrore aces d hnd; Ling Grade Sbpes
Ind«wg (bnsinrclton eGNNles kwaNag sa d'rAUeances a bsa Nrn one (t) acre where whist Exceed Fifteen (15) feet a Vertical Rise to . /
its DEC Aaa daermlted Mat a SPDES p¢rrrat b reguaed for storm water dbdrrges. One Hundred (100') of Horizontal Distartce7 - V
(SWPPP'a SMe mnt Una Adnbnurrr Requirement a the SPDES General Permit $ Wgi Orrveways, Parking Areas «other Impervious '
for Storm Want DlacAarges tram Conatrudbn xfWiry - Pelrat N0. GP-0~1P001.)
1. TAs SWPPP atoll ba preparetl pier b Nis subNNa a Nre NOT. The NOI shat M SUrFaG¢3 ~ Sbped b Dlred Strom-Water Run-Od
aubntlbd b tl» DeParerrrttprbr bare conanenarrrnta mmmrfim acNviq.. into andlar in tine dkactbn as Town right-oFvay?
2. ThesmPp ehelldasraiDe the«oebrrarM sedknerx c«rbW pradim and when 9 Wid tiffs Project Retptire the PlecerrlerltaM0lerial,
rewired ~nsMrr water marregarnpN Preakea artsMGtred arW« Removal of Vegetatlon.tvtdbrthe.
cans6trGed b reduce the Dolubrrb h sbrmwabr dbtlrergea end b asMae a anY ? '
oanplpna wMr the tsmr and mndtlons a tlae PamA b adaMOn, the SwPPp abet Nam WdMlt die town RighW?•-Way or Road stwWder
garieN polrtliel aaucse apaMlon wNch may reasorepy bas~ded balled Nre Area?RN,emwNrrorrnwaew,tnp.Ilrn,atans..rapwa.l
waMydebrmwaard6cMrges. NOTE NArry Answer to OrrasewnOria d>arrdA Nbrb AnswandwNha CAM Mark .
3. AM SYVPPPs drel requks [M pMFCOrrat¢Ibn sbrm webrrrrenagprrnt Dradba Ar a Bea am11M nomtruetlon sea dbAaMnea b MAwan'{OOO.aF. a t Arn N ana,
mreptNRa sIr01 M papered by a 9uaMiad Design ProteaalonM Darned b NewYpk a3brrrmwaM. Gradlrre. Dnbatle a Ertnbn Contra PM b Rsgrdrad br tlw Town a I
tlrt Ib tuioaletlpeable F tlr pArdPba and Pracikos a3brm WakrManagnrreriL 9oahoM sad Must M Subrrdbd torRSVbw Pd«b batrarwa aAtry BuNarg Parma, i
' PrOre: ACMdabr Ntaridrv Nwsebrsadrtdwtlwrb RrearW bra Canabralgptcawa
S1A1~ OF NEW YORK,
~/CfOUNpTY OF..~...~C SS
7'hatI,...f...~.t......1~.~.....tit.....~oLa'~~.~t.:.`..~...~beingdulyswom.de ys -
absraw Poses sodas ~th1~1pNI~EklQllld6li'orR t, If
And that he/she is the ~ Q.(.... Notary Ptlbllo. State d New Yor~C
"
llkt..0~_..
BU 1136050
(oarrr, con -nd.;+......--gdkror;akj puelMled In Ai'CtlvntS""°°.
Owmr and/or representative of the Ownv or Owners, and is duly authorized to perfor>~OR1~jP~a4' 2,~~-
make and file this application; that all statement contained in this application are We to the best of his knowledge and beGeC; and
that the work will be performed in the manner set forth in the application filed herewith.
Swom to before a this;
.............~-_~..~n..-........_... daY Df !~1. - , 20...1 I
No~ryPublir ....l~nr~!-P.......}..~~---C~vt~-~..L.~ (~~~1..
(Signs d )
FORM - O6/10
~O~~pf SOplyolo
Town Hall Annex y Telephone (631) 765-1 R02
54375 Main Road ~ Fax (631) 765-950?
P.O. Box 1179
Southold, NY 11971-0959 ~ ~
~1y00UlVTy 0~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 7, 2012
s?~ { r~1
~..~,,,,;i ~/~.F c
n
8925 Bay Ave LLC D~ C~ ~ L'
3 Sun Have Lane ~
Commack, NY 11725
TO WHOM IT MAY CONCERN:
The Fo/llowing Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00.
Final Health Department Approval.
PlUmberS SOlder CertlflCate. (All permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (town trustees # 7ss-issz)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 36684 -Front and Rear Porches and Alterations to
Sunroom
SURVEY OF PROPERTY
AT PECONIC
TOWN OF SOUTHOLD
N SUFFOLK COUNTY, N. Y.
1000-104-03-15
SCALE.• 1 - 50'
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40N S87'01'20~W 1 _ _ -
BA Y AVENUE
CERTIFIED TO'
8925 BAY AVENUE, LLC _
THE KEL SEY COMPANY
CONESTOGA TlTLf INSURANCE COMPANY iEJ~ o~~ >GG{{~
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AREA = 201270 SQ.FT. or ~ ~ ..9616
ANY AL tERA RO.Y CtR AOLLR(MI T° MIS SUR1£Y /S A NOU R/Ml a P t:ONIC
~ SEC110N )1090F ME NEW YORK STA /E fWGRd! LAW. (631) 765-5011T'FA (53165-1797
EKLTPT AS PER SECRav "°'-~LB°'"~, a. CER/LL'iCA"a"5 4.6205 ACRES (T D TIE LINES) P.O. BOX 909 11-103
HCREON ARE VAUB FOR MIS 1lAP AND CY1°IES MERELY O.VLY IF 1230 IRA4£LER 57REET
SAtO MAP L1R CYA°/ES BEAR ME IMPRESSED SEAL CY ME SVR1£YgP SOU7HOLD, N. Y. 11971
NNOSE .4LNARME APPEARS NERE(M'.
FRONT ELEVATION
SCALE: 1/4" = 1'
PROPOSED
FRONT ELEVATION
SCALE: 1/4" = 1'
EXISTING
REVISIONS'
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14'-0"
1ST. FLOOR PLAN
SCALE: 1/4" 1'
FRONT ELEVATION PROPOfED
OCCUPANCY OR
- ,,, ..... IS UNLAWFUL
APPROVED AS NOTED
REVISIONS:
Bll II Il Il II II II lll~>{~~ ,~ '"1 I~~
II II II II II II II II II II II II II III!~ -- C
RIGHT ELEVATION PROPOSED
SCALE: 1/4" = 1'
RIGHT ELEVATION EXISTING
S~LE: 1/4"= 1'
REAR ELEVATION PROPOSED
LEFT ELE~STZON PROPOSED
LEFT ELEVATION
SCALE: 1/4" = 1'
EXISTING
16'-0"
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WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ' ' ' ' " ' .......
~ PER 7AB~ 18fl~&.4, N.Y.S. R~S. CODE; ALTERNA~VE FOR OPENING PROTE~ON (IF NOT DSING
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SE~ION A A " S E~ION B B
REVISIONS'
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY,
KING STUDS
RAFTER -- WALL STUB
ENDWALL CRIPPLE STUD - '~ ,'. BOTTOM PLATE
RIDDE ~ LEBOER ' ~ B AT"TUB
HEADER _: ~ x X % ) DDU.LE
51DEWALL RAFTER
WALL STUD ~ THROUGH_ROOF EXHAUST
VENTS SELECTED AND
-- CArD BY CONTRACTOR I
....................... .' SIDEWALL FLASHINO ,~ ~f'' ~ BLOCKING
L RIDGE CAP QF SAME
' ~ ~ SHNGLES AT BASE MIN, 4 INCHES
KEYWAY FOOTING ~ ~ ~ CONC, FTO, ~ i,& , ~ & , Z ~' .~ USE WI~ 5x5 SQUARE WASHERS SIDES AND TOP 1//2'' OROUT
, . ~ ~ ANCHOR DOLT CONNECTION (USP LBPS58 OR BP583) ~ ' ~
/ ...... ~ P,T PLA~ ~;~~ /~ ~~ 4"BRI~WAY --~ ~ NOTCH JOIST AND ADJUST HEIGHT
" ""' ' ""
12 ~ ,'~ ~ - ~ ~ -'~ ~ , ~ I1--11 I, i
DRAIN TILE ~~ ~~ n~
:;'
~ ~SHEET METAL / 30~ FELT UNDER BEAM AF POINT STEEL BEAM
..~ -OF CONTACT WITH CONCRETE OR CONC, BLOCK PLATE (BOLTED TO B
,:~ ~.~ -
KING STUDS
RAFTER -- WALL STUB
ENDWALL CRIPPLE STUD - '~ ,'. BOTTOM PLATE
RIDDE ~ LEBOER ' ~ BATHTUB
HEADER _: ~ x X %) DOU.UE JO~BT
DIDEWALL RAFTER
SILL PLATE(S) () , , WALL SHEAFHING
....................... .' SIDEWALL FLASHINO '4 / f:: ~ a LOC KING
FOUNDATION 0.' '¢.. - '-¢' '* - ' ' / '/ FINISH WALL AND MOISTURE ,' ¢ SOFIFIT
% BABBLER TO LAP FLASHINO / ' I
STAPPING TO BE ATTACHED TO WALL STUDS ~48"0C Ar 'WALL -- MAINTAIN GAP ¢ ATTIC SHALL BE PROVIDED W H ~.~] ~FASCIA
FLOOR JOIST DEPTH ~SP NUMBER DESCRIPTION APPLICATION ROOF]Ne TO AVOID SOAKING WALL STUD ~ 0~ NOT LESS THAB 1/150 OF THE AREA OF ~ ~ ~GUTTER
THE SPACE ~NTILATED. ALL OPENINGS ~ WOOD GIRDER
I ~ I TOP PLA~
TERMITE SHIELD ~ ~ SUBFLOOR
SILL BASKET· 7 ¢ ¢ , [ ~ WOOB dOISIS
L~ ,& ~ A > ~' ~ ~ ( CK ' ,i i, STEEL BEAM
~o~. ~A, ~*,A~, Iq I I. 0 JOIST
/ ...... ~ P,T PLA~ ~;~~ /~ ~~ 4"BRI~WAY --~ ~ NOTCH JOIST AND ADJUST HEIGHT
" ""' ' ""
12 ~ ,'~ ~ -
DRAIN TILE ~~
..~ -OF CONTACT WITH CONCRETE OR CONC, BLOCK PLATE (BOLTED TO
,/IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLO~JING OR APPROVED USP METAL CONNECTORS FOR PROPER ~XRND RESI~rANT CONSTRUCTION. POLLO~v) MANUFACTURE'S ~ECOMMENDED IN~ALLATION JN~RU~ION~ TO ACHIER MAXIMUM UPLIFT LOAD CAPACI~,
1-1/2" SPACE ~ ~~ int°c°ncretewRhaminimuml/2~diax7"l°ng~nch°rb°ltwlt~wa'her'and~ut"
~ ~ RAFTER O
~ RA~ER 5). FJaJhing shaJJ
~ ~ G;EDE~HEADEE - NAIL NAIL NOTE5
~U WALL FRAMING'.
NAIL NAIL NOTE~
' ~ TOP PLATES AT JOINT~ FAC~
LEDGER GIRDE~HEADER II ,, ~. , HEADERTO 16dCOMMON ~LONGEDGE$ NAIL
"'? ~ P~TE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL
FLOOR JOl~, RAND JOIST, 2 - 16d COMMOb PER
SH J ~ T iMUM) END JOIST
CEILING JOI~T TO BLDG, CONNECTION ALL JOIST5 CONNECTED TO A PLUSH HEADER TO BE SUPPORTED ~ITH I I FOR HEADER HEADER/GIRDER-TO-PO~ CONNECTION
THE PROPER ~EEL CONNECTOR. II O~ BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION
LEDGER TO BE CONNECTED TO BLDG. U~ING 1/2" DIA. ~OLT5 ~16"OC ~ITH ~AfHER5
1/2 DIA. LAG BOLTS W/WASHERS ~ ~ ~ CNW COUPLER NUT TO JOIET END NAIL
BLOCKING FOR JOIST HANG~R TO JOIST
~G BOLTS '~ · HOLLO~ COLUMN UPLIFT BAND JOI~TO 2 - 16d COMMO~ FOOT TO~ NAiL
PROVIDE BLOCKING B~EEN JOl~5 THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICA~ON J
NAIL NAIL NOTES
JOINT DESCRIPTION QTY, SPACING
'"'' ~'~ '""" 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-I/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL D~VELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (,EL PLANS)
CONSTRUCTION NOTES: in each end of the colJar t[e need not exceed the tabuJated number of gd naJls Jn the strap. I RAFTERTO 8' WALL: 3-Bd COMMON EACH BUILDING HEIGHT
TOP PLATE 10'WALL: 4-ad COMMON RAFTER TOE-NAIL
TOTAL HQ, FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL; 3-Sd COMMON EACH
intent and framing details. They are intended as a consttudion aid, not a substitute Lateral framing add shear wall connections for rafter, ceiling or truss to top plate shall be in
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafter, TO TOP PLATE 10' WALL: 4-Bd COMMON JOIST TOE-NAIL
State building codes. The General Contractor [s re,ponsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
CURRENT BBC HIGH WIND EDmON~ WOOD FRAME CONSTRUCTION MANUAL
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections, Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - BBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM - BBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that ail work and construction 3), ~]ALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal, state, county and local codes, ordinances and regulations, etc, Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - BBC END NAIL ATTICS w/o STORAGE I0
These codes are to be considered as part of the ,pe¢ifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the j
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Bd COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3). Dimensions shall take precedent over ,caled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSP) ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGSJ. 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL
Fir,t wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer has not been engaged for construction supervision and assumes no connectors, Steel straps ,hall have a minimum embedment of 7 inches in concrete WALL FRAMIN G: STAIRS 40 r..~
responsibility for consttuc~ion coordinating with these plans, nor responsibility for foundation and slab-on-grade. 15 inches in masonry block foundations, or lapped under NAIL J NAIL NOTES GAURDRAILS (ANY DIRECTION) 200
construdion means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. i SPACING EXPOSURE CATAGORY (D£SlGNED FOR CAT, C)
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square wa,he, shall be used with the anchor bolts. Anchor bolt PER FACE NAIL
specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1
5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE ! (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonh, or prefabracted fireplaces meets 5), TYPE l EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD D.C. NAIL FIRE PROTECTION Sym,:
attached with Bd common nails at 6" D.c. at the panel edges and 12" 04. in the field, and 16" D.C. FACE (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS
7). The General Contractor is to consult with the owner for aJJ buifl-Jn [terns I/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at panel HEADER TO 16d COMMON ALONG EDGES NAIL
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. [n the field shall be in accordance with the length requirements specified HEADER
TRUSS
DESIGN
N/A
STANDARD
STICK
FRAME
CONSTRUCTION
[n table 3JSa-b. TOP OR BO'rfOM 2 - 16d COMMON PER 2x4 STUD END
PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RE,CHECK
Bj. W .d load requirements shall be taken nto account during eon.rucfion. 6). WPE, EXTERIOR HEARWALL CONNECT,ON,: BOTTOM PLATE TO: PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES:Typ,fl exterior shearwaJJs shah meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST. BAND JOIST, 2-16d COMMON FOOT SEE NOTE: 1,2 J~
1). The General Contractor and Mason to review plans, eJevafions, details and notes to length adjustment fad'ors in table 3.16. END JOIST OR BLOCKING GROUNr' WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of flashed floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
Allowable sidewafl lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING 20 LBS. 120 B SEVERE 3 PT. MODERATE SLIGHT TO 11 NONE
3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - Bd COMMON PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. B).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - Bd COMMON EACN TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
4), Any new concrete walls being attached to existing concrete structure shall with table B.a. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
be installed with #5 re-bar, lB" long at 12" o.c.. Use approved epoxy for installation. 3,5. BLOCKING 2 - 8d COMMON EACH TOE 4' PERIMETER EDGE ZONE Bd COMMON ~ 6" O,C gd COMMON @ 6" O,C. SEE NOTES: 1,3
5). Unless otherwise noted, all slabs on grade to be 2500 p.,.i.. Concrete to be TO JOIST END NAIL
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING A~SEMBLY: EACH TOE INTERIOR ZONE Bd COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS)
to be m[nimUmspaces3-1/2 inch thick. Ail fiII to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMOb BLOCK NAIL
N UTES NOTE: 2 FOP, PANEL FIELD
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE
along the open ceiling part of the building. Connecfions to the ridge and wall shall be be LEDGER STRIP EACH FACE ! GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON (~ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES:
6). Crawl to be provided with a minimum 1 g"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMOb JOIST NAiL
ax16 c~st iron foundation vent for every 150 sq. fi, of area. pER TOE ·
DECKAND COVERED PORCH NOTES: JOIST ON LEDGER 3-BdCOMMOiN JOIST NAIL ~ c~r,D
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IE MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied oger 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST B - 16d COMMOb PER END
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel, TO JOIST JOIST NAIL 1). EoF roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8). Drainage as required by current N,Y.5. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts.SILLBANDoR TopJOISTpLATETO: 2 - 16d COMMOh FOOT SEE NOTE: 1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49.
FRAMING NOTES into concrete withe minimum 1/2" diax ?" long anchor bolt with washers and nuts. ROOF 5H EATHI XlG: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C.
NAiL NAIL
1). All framing techniques and methods as prescriptive design of current BBC High Wind 3). Posts supporting girders ~hall be anchored to a 12"xlZ"xJZ" thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch o.c, nail spadn,g assumes sheathing to rafter / truss framing members with 0>0,49. For
Edition Wood Framing Construction Manual. Use a minimum 1/2" die x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. AS PER TABLE 3.B framing members with 0.42<G<O.4B, the nail spacing shall be reduced to 3 inches D.C.
2), Unless otherwise noted, all framing and structural wood mater,al to be #2 + HTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL Bd WFCM- BBC XX~ALL SH EATHING REQUIREMENTS FOR WIN D LOADS:
NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTES
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..CEILING Sh EATHIN G:SHEATHING LOCATION AT PANIEL EDGES SUPPORTS IN THE PANEL FIELD
NAIL NAiL
3). Floors, wails, ceilings and rafters to be spaced at 16 inches o.c, unless noted 5), A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS)
otherwise, Ledger to be fastened to building with I/2" dia. bolts with washers and nuts QTY. SPACINGo.c. EDGE 4' EDGE ZONE ' 8d COMMON @ 6" O.C gd COMMON ~ 12" O.C. NOTE: 2 FOR PANEL FIELD
where needed, GYPSUM 5d COOLERS 1~'" O.C . FIELD iNTERIOR ZONE Bd COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTE: 3
4). Unless othe~ise noted, all bearing wall header~ to be (2) 2x10 ~2 + BTK, Doug. Fir. ~ALLBOARD O
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all ' ' ' v
6). Concrete p ers shall be a m n mum 6 aboe ~rade.
openings. LVL header~ to have (3)]ack studs ~nd (2) fuji length ~tuds on each side of WALL S H EATH IN G: N UTES
openingS,openings be~eenBearing wall4,1 andWind°W6'o andSillS2x6ShallwallalS°openingshave (2) be~eenWind°w 5'llS[ll plate,and 8'9.f°rprovide2X4 wallfire to7)'girder(s).All joists to be supposed with hangers and anchors. Each J,oist shall also be anchored :JOINT DESCRIPTION NAILQw. SPACINGNAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and b]ockin[ where applicable.
5). All flush beam$/header~ to be installed with heavy duW galvin[zed hangers and 8). Covered Roofs shall be assembled and anchored the same ~anner as a ~pi~al bufld[ng. ~RUCTURALpANE~ 8d COMMOb ASWFCMPER TABE~_ $BC3'9 be1)' used.F°r wall sheathing within 4 feet of the cor~er$, the 4 foot edge zone attachment requirements shall
6). Double up floor ~oBt~ under wall~ that run parallel to the floor joist and under bathtub~ 1). AIl water supply, drainage and venting to be installed a~ per N.Y.S. Residential PL~OOD 6" D.C. FIELD 2)~ Tabulated 12 inch D.C. nail spacing assume$ sheathing attached to stud framing members with
Floors to have ceramic file installed ~hall be verified for proper load capaci~ unless noted Construction Code. GYPSUM 5d COOLE~ T' D.C. EDGE G>0.49, For framing members width 0,42<G<, the nail spacings shaB be reduced ~o 6 inches D.C.
WALLBOARD 10" O.C. FIELD
on plans. 3). For exterior paneI siding, galvilnized box na[l~ shall be permitted to be substituted for common na[l~.
Provide 2- 1-3/4" thick microlmms ( height to match floor joists) around sta[~ell and/o 2). Veri~ septic ~stem with the Engineer for Suffolk County Health Department approval.FLOOR SHEATHIN G:NOTE:
7).
other access openings unless other[se noted (typical). 3). If wall $tud$, plate~ or joist~ are cut out dufin~ [nstallafion for any plumbing related work, NAIL N*~ CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
8). Dormers running up roof rafters are to be supposed by double rafters on either side Provide adequate bradn8 and plates to protect and secure the sttu~ure. Ver[~ with the JOINT DESCRI~ION Q~. SPACING
6" D.C. EDGE EXISTING CONDITIONS. MINIMUM 3000 CAPACI . u
where applicable unless othe~ise noted, state code and manufacture'$ recommendation for maximum hole size and spacin[ permflted. STRUCTU~L PANE~ 8d COMMO~ 12" O,C. FIELD
9). Provide blockin bridging in fioor joi ts at B'Oo.c..U,esolidblockinginfloorjoists HVAC SYSTEM NOTES
under bearing walls. 1). Mechanical subcontractor is responsible for adhear[n8 to all appBcable codes and afety NOTES: c., ,.
10). Provide insulation baffie~ at eave vents beseem ra~ers. Install draft blocking as requirements. THESE NOTE~ ARE ONLY TO BE REFERR[D TO IF
needed. 2). HVAC ~ubcontractor is to fully coordinate ail system data a~d requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
11). Unless otherwise noted, all roof~ and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. ~). Nailing requirements are based on wall sheathing ~ required by [utrent NYS Residential Cod,~ FIREBLOCKING REQUIRED
CDX exterior sheathing grade plywood. Pl~ood to cover over plates and headers. 3), HVAC subcontractor to provide final system layout drawin~ and submit it to the General nailed 6" on-center at the panel edge. [f wail $heathin8 Fireblo¢kIn[ shall be provide~ to ~t off all ¢on~a[~d dr~ft openln~ (bulb vertical ~nd horizontal)
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installedELECTRICALN UTES: members shall be doubled, or aflernate connectors, 1). ,n ,on~l~d m~,, of,t,a w~lh and p~t,,~n,, Indudin~/,rrna ,p~,,,, .t th, c,,hn, md fl~r
13). AB bathroom walls to have 1/2" thick mogture-tesistant sheetrock. Garage walls and 2). ~hen wall sheathing i~ conflnuous over tunneled
ceilings and over furnace to have 5/8" thick ~pe-x sheetrock. All other pa~s of building 2). All electrical work shall be approved by a qualified Unde~riter. members,the tabulated number of naris shall be permitted drop C~l[[n~J ~nd code
to have regular 1/2" sheetrock. All walls to be taped and finished, 3). Install ~moke dete~ors and Carbon Monoxide dete~ors th roughout as required by current to be reduced to1 - 16d nail per foot. ~) In con~aled spaces be~en stair ~dngers at the top and bottom ~the mn, Enclosed spacel ,
torch do.n type m.teri~l over.
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to August
be installed with a foam sill gasket and cop-r-rex termite shield or approved equal, ~HEETNUM~R,
A-10
NAIL NAiL
JOINT DESCRIPTION QTY. SPACING NOTES
RAFTER TO 8'WALL: 3-8d COMMON EACH
TOE-NAIL
TOP PLATE 10' WALL: 4-Bd COMMON RAFTER
CEILING JOIST 8~WALL; 3-8d COMMON EACH
TOE-NAIL
TO TOP PLATE 10'WALL: 4-8d COMMON JOIST
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
PARALLEL RAFTER WFCM - BBC LAP NAIL
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM - BBC LAP NAIL
COLLAR TIE AS PER TABLE 3~4 EACH FACE
TO RAFTER WFCM -SBC END NAIL
BLOCKING EACH TOE
TO RAFTER 2 - 8d COMMON END NAIL
RIM BOARD 2 - 16d COMMON EACH END
TO RAFTER END NAiL
OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
BUILDING USE RESIDENT[AL DWELLtNG
BUILDING HEIGHT t, EE PLANS)
TOTAL HQ, FT. OF CONSTRUCTION (SEE PLANS)
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
DESIGN CRITERIA
CURRENT BBC HIGH WIND EDmON~ WOOD FRAME CONSTRUCTION MANUAL
FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
EXT. BALCONIES 60
DECKS 40
ATTICS w/o STORAGE 10
ATTICS w/STORAGE 20
DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
(LIVE LOADS PSP)
ROOMS (OTHER THAN SLEEPING) 40
ROOMS (SLEEPING) 30
STAIR5 40
GAURDRAILS (ANY DIRECTION) 200
EXPOSU RE CATAGORY (D~$1GN~D FOR CAT, C)
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
NAILING SCHEDULE SEE GENERAL NOTE PAGE
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
Sym,:
FIRE PROTECTION
(SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY CALCULATIONS RESCHECK
NAIL NAIL
JOINT DESCRIPTION QTY. SPACING NOTES
TOP PLATE TO 2 - 16d COMMON PER FACE NAIL
TOP PLATE FOOT SEE NOTE: 1
TOP PLATES AT 4 - 16d COMMON JOINTS FACE
INTERSECTIONS EA. SIDE NAIL
STUD TO 2 - 16d COMMON 24" FACE
STUD O.C. NAiL
HEADER TO 16d COMMON 16" D.C. FACE
HEADER ALONG EDGES NAIL
TOP OR BO'rfOM 2 - 16d COMMON PER 2x4 STUD END
PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL
BOTTOM PLATE TO: PER FACE NAIL
FLOOR JOIST. BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2
END JOIST OR BLOCKING
GROUNr' WIND SEISMIC FROST WINTER ICESHIELD FLOOD
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
HAZARDS
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
MODERATE SLIGHT TO
20 LBS, 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE
NAIL NAIL NOTES
JOINT DESCRIPTION QTY. SPACING
JOIST TO: 4 - Bd COMMON PER TOE
SILL, TOP pLATE OR GIRDER JOIST NAIL
BRIDGING 2- 8d COMMON EACH TOE
TO JOIST END NAIL
BLOCKING 2 - 8d COMMON EACH TOE
TO JOIST END NAIL
EACH TOE
BLOCKING TO: 3 - 16d COMMOb BLOCK NAIL
SILL OR TOP PLATE
LEDGER STRIP 3 - 16d COMMOb EACH FACE
TO BEAM JOIST NAIL
JOIST ON LEDGER 3 - 8d COMMOiX PEP, TOE
TO BEAM JOIST NAIL
BAND JOIST 3 - 16d COMMOh PER END
TO JOIST JOIST NAIL
BAND JOIST TO: 2 - 16d COMMOh PER TOE NAIL
SILL OR TOP PLATE FOOT SEE NOTE: 1
ROOF SHEATHI ',IG:
,IAIL NAIL
JOINT DESCRIPTION QTY. SPACING
AS PER TABLE 3.8
STRUCTURAL PANEL 8d WFCM - BBC
NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O,C gd COMMON @ 6" O,C. SEE NOTES: 1,3
INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" D.C. SEE NOTES: 1 ( BOTH FIELDS)
NOTE: 2 FOR PANEL FIELD
GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C 8d COMMON ~ 4" D.C. SEE NOTES: 1,3
NAIL gPACING NAIL SPACING AT INTERMEDIATE NOTES
SHEATHING LOCATION AT PANIEL EDGES SUPPORTS IN THE PANEL FIELD
SEE NOTES: 1, 3 ( BOTH FIELDS)
4' EDGE ZONE '8d COMMON @ 6" O.C 8d COMMON ~ 12" O.C. NOTE: 2 FOR PANEL FIELD
INTERIOR ZONE lad COMMON @ 6" O.C 8d COMMON @ 12" D.C. SEE NOTE: 3
NAIL NAIL
: JOINT DESCRIPTION QTY. SPACING
STRUCTURAL 8d COMMOh AS PER TABLE 3.9
PANEL~ WFCM - BBC
7/16" OSB 6d COMMOb 3" O.C, EDGE
PLYWOOD 6" D.C. FIELD
GYPSUM 5d COOLERS ?" D.C. EDGE
WALLBOARD 10" O.C. FIELD