HomeMy WebLinkAbout29864-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y_
CERTIFICATE OF OCCUPANCY
No: Z-30403 Date: 09/02/04
THIS CERTIFIES that the building ADDITION
Location of Property: 925 LONG CREEK DR SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 55 Block 3 Lot 27
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 30, 2003 pursuant to which
Building Permit No. 29864-Z dated NOVEMBER 12, 2003
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 PORCH & PERGOLA ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLLIED
FOR.
The certificate is issued to LESTER & MYRA EISENBERG
(OWNER)
of the aforesaid building_
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 04-6186 08/11/04
PLUMBERS CERTIFICATION DATED N/A
Authorized Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT 140 29864 Z Date NOVEMBER 12 , 2003
Permission is hereby granted to :
LESTER & MYRA EISENBERG
925 LONG CREEK DRIVE
SOUTHOLD,NY 11971
for
CONSTRUCTION OF A PORCH AND PERGOLA ADDITION TO AN EXISTING SINGLE
FAMILY DWELLING AS APPLIED FOR
at premises located at 925 LONG CREEK DR SOUTHOLD
County Tax Map No_ 473889 Section 055 Block 0003 Lot No. 027
pursuant to application dated OCTOBER 30 , 2003 and approved by the
Building Inspector to expire on MAY 12 , 2005 .
Fee $ 150 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form No.6
TOWN OF SOUTHOLD
-BUMDING DEPARTMENT
TOWN IiALL -
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This 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_ Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural 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 Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
1-- --- 5__ Coniiarcuilhn11( inEt, i,nln•friulbuilding,multiple residences and similar buildings and installations,acertificate
n1 ( ndr('i•n 0icm•c Inns orc iiYci•t oreugneerresponsifikfox the building.
6_ Submit Planning Board Approval of completed site plan requirements.
B. For ciisfing builrli'hgs(prior to :%pril 9, 19571 non-conforming uses,or buildings and"pre-existing"land uses:
1. .lccurnlr;ur.cy-of1110110nr,1iOV.11 ;!nllpiop rwliles,streets,building and unusual natural'ortopographic
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
l 1. Certificate of Occupancy-.New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool-S25.00, 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 of 6ccupancy-Residential$15.00, Commercial$15.00
Date.
New Construction: Old or Pre-ex' ' g B dMA40—
(check one)Location of Property: t/
House No. Street - H et
Owner or Owners of Property: fJ
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot;
Permit No. 2 Date of Permit. Apphcan•
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
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Applicant/ Date
Owners Name: o Reviewed: // 0:
Architect/ ` Date
Engineer: Submitted: �i�3o tZ3
SCTM H:
District: 1 000 Section: I31ocklot: _ �7
Project Subdiv_isi n
t.00ati011: _ ��.� �,_,5 a,,0ito� Name:
U
Single& separate Required .
ceri ication: Yes/No
Req. ,� y ` Req. ����(J
Zcmne Districu:� [Intsize: T/jv " AUuaC e � d I [I.or coverage�z�i'MpoKed.'x(91
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Req L{/� R/. ( Rcq- 161 / Req.
[Proof Yud 6 Proposed: 7� I' [Side Yard �,9 Proposed: GQ1 t-JR�e r Yard 5 Proposed' [
Project Description_
AGENCYEY Permit .
REQUIRED FOR REVIEW N.A.. NO YES Number
Suffolk County Health Dept,
New York State D. E. C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation???
Flood Zone: a A/
Notes-
4
te r
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7 -1
65 02 8
ILDING DEPT.
SPECTION
[ ] F UNDATION 1 ST [ ] ROUGH PLOG.
FOUNDATION 214D [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
f
� E
r
DATE INSPE
e
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUND ON IST [ ] ROUGH PLBG.
[ ] FO DATION 2ND [ ] INSULATION
[ RAMING [ ] FINAL
[ ] FIREPLACE & CH NEY [ ] FIRE SAFETY INSPECTION
REMARKS:
1,
I
v
DATE INSPECT
r
V
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
1
[ ] FIREPLAC AC IMNEY ] FIRE SAFETY INSPECTION
REMARK .
i
DATE INSPEC
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 IJLATION
F
[ ] FRAMING [ FINAL
3
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
i
i
DATE INSPECTOR
s
co
gl¢DINSYEMONRVORT. A n
FOUND_MON
FOUNDATION M5 D)
o dis
ROUGH FxABUNG&
PLUMBING / -
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STATE XNEERGY CODE
i
FINAL
i
ADDITIONAL commm TS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BLILDING DEPARL'"^s'i LENT Do you have or need the following,before applying-9
TOWN HALL Beat of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Suney
w«w. northfork.net/Sottthold/ PERAUT NO. -2 9 D'6 �� Check
Septic Fonn
- — -.`_ Trustees
mi
Exaned It 20=3 r _ Contact:
Approved_ _ _ _ L"�Ly,20 a3 Mail to:
i Disapproved,a:c l i - - -
_ - Phonz: ' j L1 7 _ —
3 Expiration �{ / 7�,20 fJ_�
jiB[ulding Inspector
f
APPLICATION FOR BUILDING PERMIT /�
Date_ OCY& Z/ ' , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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.
i 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 part for arn'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 sap 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 remoN at 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 necessarinspec[ions.
i V
f i
(Signature of applicant or name,if a corporal n)
r 5 Lom C4 c,oel T--r,
(Mailing address of applicant).
N Y
State whether applicant is owiier,lessee, agent, architect,'engineer, general contractor, electrician, plumber or builder
(D 1,4 N G iL
Name of owner of premises N1 t_� C-4
(As on the tax roll or latest deed)
If applicant is a co oration, 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. Location of land on which proposed work will be done:
q Lr'NGr G� ErC U tS�G' H�G.J — —
House Number Street Hamlet
County Tax Map No_ 1000 SectionBlock �_ Lot
SubdivisionFiled Map No. Lot
(Name)
Z. State eX144 use and occupancy of premises and intended use and occupancy of proposed construction:
a. sling use and occupancy LJ
b. Intended use and occupancy
i
3- Nature of work (check which applicable)-. New Building Addition_Z Alteration
Repair' Removal Demolition Other Work
(Description)
4. Estimated Cost /Df O& • Fee
(To be paid on filing this application)
t 5. If dwelling, number of dwelling units / Number of dwelling units on each floor
lfgarage, number of cars
6. Ubusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
'7 Dimensions of existing structures, if any: Front % Rear W Depth �r/
Hdight Z.3: Number of Stories �
r
`-: Dimensions of same structure with alterations or additions: Front 14 Rear 24-
Depth 9? Height Number of Stories 'L
1
S- Dimensions of entire new construction: Front Rear Depth /G "
R(II.
H61ght //=G Number of Stories J
r r
9. Size of lot: Front f4-D Rear 146 ► Deptth- �uxL
10. Date of Purchase Name of Former Owner ��yl -) R)ur-m
11- Zone or use district in which premises are situated C
12- Does proposed construction violate any zoning law, ordinance or regulation? YES NO
4'). Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO {�
14. Names of Owner of premis4�j �-' lS�n1 PdiliesX5( LNUG.i hone No.'? rJ _ 1 f/
Name of Architect. y�fbpj FS+i'; t Address 1711 G'
�� r�i� Phone No 'J -
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—N0—
IF
ESNOIF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Pro«de survey, to scale, with accurate foundation plan and distances to property lines-
17.
ines-t7. If lelevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF )
1rC�T 6Z i-,i5 J i%Tur being duly sworn, deposes and says that N)he is the applicant
(Name of indiNidual signing contract) above named,
'(-S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of sai owner r owners, and is duty authorized to perform or have performed the said work and to make and file this application;
that all sta ements 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.
Swom to before me this
JO Fh day of
p >( ?p/g(�yi�� 20p.:�,
lf4i�f>UCl C yL1i� ��c/ /i
Notary Public Signature of Applicant
puts-SANTOBA
PUBLIC,51.1e of New Yai
N.. 30.4916078
Q..o^fwd ,n Name[.eery
gem Upil..
I
{Z�G� IDP::'NT-IAL F{DM �'' 12'a
WOO) DD_X4 PJZ#2 GENERAL CONSTRUCTION NOTES
NAILING SCHE ULE 'AS PERP "LRIPT[VE UESLGN FROM I2MMIGN WIND Ep11IRN, WOOD FRAME:CBTION MANUAL.
CLIMATIC AND ,GEOGRAPHIC DESIGN CRITERIA ALL NAIL SPACING IS BASED AT to- OC. SPACING, ANY OTHER SPACING OR DIFFERENT APPLICAT{ONS, YHE ('A?TRACTOR
cRwnO vmD' [SNIC FROST V IC6p 1ELn i SMALL REFER TO THE PRESCRIPTIVE DEIGN[ SECTION OF THE WOOD'FRAM{NG MANUAL FOR PROPER APPLICATI
A p
SNOY swEED 9EIIDx vEAT1mERdsD..dtNE TERIRTE Dlcn• t ygnuMDEAG+YNENtHAza TABLE 1 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
LOM adMn DN
uTFDgR• PfPTII IuIpm MM. Ms91RREp
45 Ln. in . SEVERE sir. 'malFmmvJ 'NpDEUTE it xonE - ROOF FRAMING ROOF SHEATHING[
JOINT DESCRWTIDII miss.
PAC" am$ AIMT DESCMVT ➢Ty. yP,�INf. NOTES �A Liciti ATP CDGES pliltlRl; IN THE PANEL F D NOTES
TOP PLATE Iq'=' 4-W CMDINN RMTER iw'-NA1 TRUETU ALP !a WFp - EIC IMIE 1W 2QC !a Coma" ! 69L N UjRMl1 ! IE' ➢C
THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNCO TO MEET THE MINIMUM LIVE LOAD, - N1i[. E rip,wAMD:F
CRITERIA BEL13V REFER TO SECT. R301,4 / R3QL5 OF N.Y.S. RESIDENTIAL CONSTRUCTION,CODE m T@r AUTE 10' MALL, 4-Ra .HIST 0[- PLE ENpWN.i. ! AND RASE Islas 4 4•
T--- --" L WUM. RAFT WON - an LAP NAIL CEILING SHEATH NG: '
IIL� ,- rELL MAY DE muni oTY. CPACDID NOTE ['I
40 PSF OVER eANY +.TCN - SIC LM NAIL NOTES
EXCEPT SLEEPING ROOM AURDRAILS LHANORAILS s' A 3 A WALLIOMID E'ER T nC . FZMD THESE OTES ARE ONLY TO HE REFER R ENTIONED IN SCHEDULE NOTES ONLY.
SLEEPING p any direction TO RAFTER WON - SK END MAIL
4 i RAFTER e - ed CUMOM FAD NAIL WALL SHEATHING U. For ,,of shlathhB within 4 feet of the perimeter edge of the roof, nclLkinp 4 feet an each sWe of {he roof peak
L M ) the 4 Dot
perinlier etlfle zone attachments required shell be used.
L TO RAFTCR e - I6tl COHRV END NAIL JOWL DE;CRIwT1 pry. SPACING NAM HAM TES
s TufaPER TIeLE n9 2). Tabylgted l2 Inch a.c. AGO spacing assumes Sheathing attached to rafter / truss FramIAQ membewith 0)049
PANELS w CONSISV ;vFCM - SIC For framing members with <OA2<G<D,49, the nae spacing shall be reduced to 6 Inches o.c
7/16. OSI 3' DD Cape
PLYWPDD H CPINON s• tl.t FIELD 3L Tnbul¢Led 4 Inch a.c. mall spacing assumes sheathing to rafter / truss framing members with G>149. For
ALL q A AL' N E WALL FRAMING _ pn E fran[ng members with OARCG(OA9, the nail spacing shall be reduced to 3 Inches as.
ASSEMBLED AS PER NY.S. RESIDENTIAL. CONSTRUCTION CODE, JQINT DESCRIPTION NA1L NOTES WALIlDH10 ID' at . Fl[LD
REFER TO THE FULL13WIMO MANUALS FOR ADDITICRAL FASTENER REQUIREMENTS' air. SerCING
L" E - Ifo coni 'FLOOR_ SHEATHING TABLE 3,9 WALL SHEATHING REQUIREMENTS FOR WIND LOADSI
TOP PLATE FOOT SEE N)i0 1
SSTU 10-q9 Standard for Hurricane Resistant Construction M A 4 _ I6tl V HINT OESLRIPi1W 9P1AC04 TES THim LOCAv T P
AANEL eSurORtt 171E
ms PM PANEL FI o NOTES
INWMCTM EA, SIDE MmIL
IVtSCE 7-02 (REVISED FROM 7-98) Minimum Design Ldads For Bulldings and Other Structures _ I'd D I, OR LE IS,
ANDL Cmsem1 4' EOGE i0r2 COrmNw e v n ea CnRIOx a Ir• at NOTE. a FO.7TBIa L
;TUtl ac. NAIL15' rdTO N f0! PM1L1. FIELD
[ - HEADER Na Coed ALD)ID EDGE; MwiL
-- - NOTES[
6ENCRALCONSTRUCTION NOTES[ PLATE TD STUD 3 - 160c ilii STIM NAIL a
WITM K.Mc o,, FACE "N. THESE NOTES ARE DNLY TO BE REFERRED TO IF
-- -- LOfR JDI3T, IAUD -pt ,- ISR c F� EF NptE, 1 MENITICNEII IN SCHEDULE NOTES ONLY.
1. The Inform{[On on this set OF Construction documents Is reldled to basic design END AI;T DR RDCIq
Intent and Framing details, They are Intended as a Construction .16, not a substitute FLOOR FRAMING[ _ 1> iNaRing reci i^enants are based an wall Sheathing NOTES
For generally r -canted good building Practice oral compliance with current New York Hawed 6' on-center at the panel edge. IF roll sheathing
State, buadng cases, The Gnleral Contractor is responsible for providing standardJ01NT DESCevnpN ALL xores is rolled 3' on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO HE REFERRED TD if MENTIONED IN SCHEDULE MUTES ONLY,
Construction details and procedures to ensure a professionally Fln[shrd, structurally OTY. SPACING shear capacities, molling requirements for structural
sounu L'Id weatherproof Loapl4btl product. ILL TQ PLATE OR D1R - en cleto JOIST NAIL nmbers shall be doubled, ar olternpte Connector4 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone ottar"nt requirements shall
2 The L+n+rd ...tractcr s responsible For ensuring that ail work and constructor e - eR C EACH such us shear plates, shall be used to mahta[n load path. be used
m Pets CW rvui fedpF at, 9t¢te, County and Local codes, OrdllTpnClS and rlgYlntlOne, et[. To X13T EMD NAIL 2), when ..It ehooth;nq Is continuous over connected
�,ce cedes are to be considered ns pert Of the $peclflcations For this building and BYO .[DIST a - or C[eM1 END MAIL
Aembtrs,the tabulated 'number OF Malls shall be P"Itted 2>, Tabulated 12 Inch o.cmin nga with
0,40 ossthe sheathing attached to stud framing I . embers with
shout i be Gdh,-eP to even If they are In variance lith the plan - to be ratluced tot - i6C Mall per foot G)0.49, For framing members with OA2<G<, the Hall spadnga shall be reduced to 6 Inches o..-.
IW COMM A
SFJ. DR lIP RATE bLOI'X Mu,. 3>. For exterior panel ailing, polvhizwd box rolls shall be permitted t0 be cuhstitutrd Fcr common npas.
3. vensbnx er.., 'eke pre-edent hvr,+ ucale drawings (tla not Scale dry*has) A,1
TO TEAM 3 - I6tl C IJtl151 MALL _ I
A, 7 .e designer has not been etgaged for construction supervision and assumes no K. '
rDG,gnsiblt[ty far construction coorallnoting with these plans, nor responsibility fair m SEMI 3 - 6Y ,JOIST MALL
construction neons,.mSthods, techniques, sequences, or procedures, m For PDPRtY
precaut Sae vnd' proprpns In connecticm with the vGrk. There are no warranties for a W C KIST Ti.
specific use expressed or Implied Na Lite use of these Plans.
SILL OR 1[P RATE - 1M dows 4FROT ME,NOTE,
5. Refer to floor plans. exterior elevations, and window L exterior door schedule For
t/pes and Sizes of windora and extsrlar-ci or',s, GENERAL FRAMING NOTES .I
6,U,neral Contractor IS to ensure that'IAaspnry •nd fireplace coMAtel,tt[on meets or L Unless b4hrewlse nhted, all Framing nnterlal to be B2«BTR. Doug Fn,
exLeedr Oi, mmufAttWt1S siprcoacotkNVs and ap➢Ikaste Code:. GENERAL HVAC SYSTEM NOTES
7, GenCen. .entractor to Consult and coordinate with the Owner fdr Ott built In Items 2' vide f, MPRs, cealnps and rafters to be 16. D.C. unless ptherwlir noted, GENERAL DECK & PORCH a~H ,NOTES
Pr*vM! fire-blocking where appticable. '
such Cs bbomcasRs, shetvh➢; gentry, closets, trio, etc. 1, Unless gtlherrly rioted, all FrnnwMl natrrlal to be LI ACO pressure 6 de$ *Ad S fety r0quir or Is Wsponslble For adherMg to all applicable
' 3, Unless amber•*In noted, all bearing watt headers to be min, 2-ply 2x10eatetl lunl>er. codes and Safety rlqulrmeMs.
8. 'Wind lad* rtgvired Connections shalt be taken Into account during construction. All headers to have adeggate bearing on each and Or as specified-
The vied protection pope should tie reviewed prior to'starting, ( Girders for floor jolat�bot to be nen 2-ply 2x10 unless otherwlsr noted. 2. HVAC subcontractor Is to Nlly coordinate oil system data and requirements
4, All flush imams / h.^dors to be Installed MIth heavy duty galvanized antlers shop be either bolted t* posts r/ 1/2' die. poly. bolts or with the equlpMent supplier.
I^iTT anchored porta concrvt:• pier.
GENERAL F , JUNAJATTfTN ', N TE hn mrs. Prgvltle G41va�zetl Ha pees and anchors where applicable to allto
R OU DA I1.4EJJ L-t ts4ia connected to beams G MVAC contractor, or owner
promos final systemsupplier
layout fil-nRln➢ and and a It v
Jots S. N!Sts to have blocking R B' 6C. General Contrdcton, owner and equlfmmt supoler for PIMeI revin nntl approval.
L General Contractor'4 Mason to rrvi,.w plane, elevations and details to determine y, Bailable up floor Joist under *alts that run parallel to floor Joist and
Intoded heights of flnighed floar(s) above 'typical prods, under bathtubs. floors getting ceramic tRe shot( be verified for load capacity. 4.behind ALL
attached to these to have o ger. Ledger shall be
P, All footing tJ rest an undisturbed (AP91 ) sea. 6, Provide bLoCkIMQ / bridpplwm1g In Floor Joists R R' ILC. Use solid blocking batted to bullding with 1/n' die. Galvanized bolts.In floor Joists under all bearing walls. 5. ALL footing for posts and piers to be 4' below ➢rade. Piers shall
3 P^rete r .pry a t JD[ne ring in between Concrete slabs and nGreatbwttl,g I FLOOD ZONE
y
concrete or masonry rolls a<curing b, exterior oil unheated Interlar Grease. 7, provide insulation b¢PFbs at cave vents between ranters. install droit blanking extend ¢ mlMMum of 6' above grade. J//J jTfJ_FA�---
4, Any are concrete wags, Tiling attached to existhig'(if DAY) concrete sbaeutfdirei to e
6. All irrtnhig notarial to hove appropriate galvanized hangers and COMPLY WITH CHAPTER 4p°
be Installed Slim e4 "-,bar, 18' Lang R 12' O,C. Use approved epoxy FOP IMStpllatlan a. Unless othorARse noted, Root and Walls to have a nen 4-ply 1/2' FIenCDRes. FLOOD
exterior sheathing grndr plywood, Plywood to cower over pt4tes and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES SOUTHO DTOWNCO PREVENTION
5. L+lees otherwise noted, ell Interior slabs an geode to be 2500 psiConcrete SOUTHOLD TOWN CODE. '
Exterior aloes an geode to be 3500 psi concrete 9. Unless otherwise noted, 3/4' T&G Fir or Advantech plywood to be adhered
to Joist r/ P1,401O adhesive and screwed to floor Joists for sub flooring, Fhishro 1. MI eater supply, drainage and venting to be as per N.T.S, 1. A(1 electrical to be as per N.Y.S. Residential Construction Code,
sand' or grovel fill with 6xb wee mesh reinforcing, interior slabs to be placed on 6 nil. Floor to be Installed ve.• as per manufacturers Instructions. Reskentlal Construction Cade
2. Ml electrical work shall be underwriters approved,
polyethylene vapor barrier, Foundation Stab to be a ninlnun of 3-1/2' thick 1o, All bathroom walls to have 1/2' moisture resistant sheetrock, Gorage Walls 2. Verify septic system with Ergheer for Suffolk County Health
and callings to have 5/9' Type-X sneetrock. Vol"S otherwise noted, rest of Department approval. 3. Smoke detectors to be located throughout as Per Section R317 of
6. Provide crawl space wit',, one 8x16 cast Iron Foundation vent for !very 150 Square bullding to have 1/2' regular sMetrock. All iheetrock to be toped and finished. N.Y.S. Residential Constructlon Code Prove o nhenuh of 1 Carbon
feet of area. 3. IF wall studs, plates or Joists are cut out during Installation For Manaddr Detector In bulld[hR -
]. P-ovye mDTirwn IB'x2/' aCtess DWnlnp to creel spOcr nreb. IL All roofs with i pitch of less that 412 sho(1 be Installed with Ica & Vater Barrier any plumbing related work, provide udequat! br6ehg and plates
or approved equal. to protect and secure tone structure. Verify with the state Coda APPROVEDA$NOTED
and manufacturers Pact.nentlotlon for maximum h01e size and'
8, Ddnppraof exterior of Foundation Ith bituminous ...tiny as per section R406 of 12. Sal plates to be pressure treated. Use with SRI Basket and Cop-rsRRaloWpermitted.
NY,S, coda A 6-mil Iblyethytons film shall be appllvd over the below grade portion' approved equal termite shield Plates to be anchored to foundation withh o DATE:_410-
/ 3 B.P.i z9 '(�
OF extrridr Foundation walls prior to backfilling. mininun 1/2' dlax7- long anchor bolts'l 6. O.C, and SA I' of ends and corners. �/,. �� OF NENf
9. 0olnpge to be provided as per section R405 of N.Y.S. resident[*( gode OCCUPANCY OR FEE: ISO BY:Alll '4� '�F' ¢tSCry Y0ry
CERTIFICATION OF NOTIFY BUILDING DEPARTMENT AT
NAILING & CONNE(CTIONS USE IS UNLAWFUL i 765-1802 8 A TO 4 P FOR THE o P
May 36 REQUIRED., WITHOUT CERTIFICATE I FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED - x
OF OCCUPANCY FOR POURED CONCRETE alp 0525to 42�
2. ROUGH - FRAMING & PLUMBING OFESS10�Py
3. INSULATION
0. FINAL - CONSTRUCTION MUST
AMCMISTRI010N�SHALL T.F eleLrrl� T:i4 d BE COMPLETE FOR C.O.
MEET THE REQUIREMENTS OF THE UNDERWRITERS CERTIFICATE ALL CONSTRUCTION SHALL MEET THE
CODES OF NEW YORK[STATE. REQUIRED REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS-
a1016 STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD
FOR 16' O.C. RAFTERS RIDGE STRAPPING
ROOF ROOF CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT GENERAL, WIND ', PROTECTION C❑NNECTI❑N NOTES
PITCH SPAN CAPACITY (plf) 16'. O.C. UNLESS OTHERWISE NOTED. -
l2' 644
312 20' 073 ASSEMBLY FOR ALL CO NECT{ONS AND TECHNIQUES TO BE IN ACCORDANCE WITH
THE FOLLOWING MANUALS,
24' 1287 RAFTER-TO-WALL A). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION
12' 508 TY-DOWN CONNCCT[N(S b). SSTD 1099 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL C13NSTRUCT113N
16' 678 COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND
4,12 20' 847 OTHER STRUCTURES
24' 1017 i
28' 1WIND PROTECTION THE GENERAL POR PROPER INSTALLATIOACTOR AND FRAMER N, REFER TO ABOVE TI
ALL OTHER CONSTRUCTION SHALL BE
ALS FOR
32' 13535 7 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 7
12' 392 CONNECTIONS
16' 523 RAF ER
Rol 653 UPLIF 1). RIDGE TO RAFTER A SEMBLY.
9q2 24' 783 SPAN
12' DC 361 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
28' 915 WHEN A COLLAR TIE 1S USED IN LEU OF A'KIDGE STRAP, THE NUMBER OF 10d
6' 1117 16. OC 48k COMMON NAILS REQUIRE IN EACH END OF THE COLLAR TIE NEED NOT ExCEED
36' 1176 THE TABULATED NUMBE AF 8d IN THE STEEL STRAP.
12' 361
HOLDDOWNS WHERE REQUIRED
16' 468
UPLIFT CONNECTIONS FOR, RAFTER-Tp-WALL, 2). RAFTER TO WALL ASSEMBLY,
60' 585. WALL-TO-WALL AND VALL-TO-FOUNDATION LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR
642 24' 702 WALL-TO-WALL TRUSS TO TOP PLATE 5 HALL BE IN ACC13RDANCE TO CHART INCLUDED,
28, 819 ROOF CONNECTION MIN. Bd NAILS CONNECTIONS USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE
3 ' 936
SPAN CAPACITY kEQUIkCD NOTES CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS
366' 1 1053 12' 427 Ibs. 4 SPACING B 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION.
WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
18' 32 16' 526 lbs. 6 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE
16' 435 O' 626 lbs. 5 - SHALL BE ATTACHED TC THE WALL STUD WITH UPLIFT CONNECTIONS.
7,12 20' 544
- 24' 652 24 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY,
12,12 28' 761 2B' 826 tbs. 7 WALL STUDS ABOVE AN STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS,
32' 870 __3F 90 lbs. 8 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE W17H STUDS BELOW, THE STUDS SHALL
36' 979 36' 770 (bs. 7 l2' O.C. BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS,
HOLDDOWNS WHERE REQUIRED
HEADER GIRDER CONNECTIONS, WALL-TO4). WALL ASSEMBLY TO FOUNDATION,-FOUNDATION FIRST FLOOR WALL ST U S SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
R00 HEADER UPLIF LATERAL CONNECTIONS BOTTOM PLATE WITH UP 1FT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
EMBEDMENT OF 7 INCHESIN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN
SPAN SPAN Ibs. Ibs. HULDDOWN ANCHORS REQUIRED MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
2' 469 254 FOR TYPE I AND TYPE 11 SHEAR WALLS ACCORDANCE WITH TABU 3.38 OF SEC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION
4' 939 504 (b' PANEL EDGE NAILING) STRAPPING MANUAL. WHEN THE STEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE
6' 1408 762 WALL HOLDDOWN WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL
20' 8' 1678 1016 HEIGHT CAPACITY <Ibs.> TYPICAL WIND LOAD PATH NOT EXCEED 72' O.C. FIR BUILDINGS WITH R CRAWL SPACE OR BASEMENT. BUILDINGS WITH A
12 2347 1270 SLAB-ON-GRADE SHALL AVE ANCHOR BOLTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS
12' 2817 1524 8' 3375 N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS
14' 3286 1778 9' 3800 SHALL BE HOT-DIPPED GALVANIZED COATED,
12' 6 06 254 2032 —) 42T75 5). HOLDDOWN,
4' 1239 504
HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES
3,5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE 11 SELECT€D IN ACCORDANCE WITH 3.4.4,2
6' 1897 716 WINDOW SILLPLATE
CONNECTIONS HEADER .TRAPPING FROM THE STH 1995 B WINO HEFOEDITION FWOODOUNDATION
FRAME CBE MAI CONSTRUCTION MANUAL. A CONTINUOUS LOAD
28' 0 0" 127 SILL CONNECTORS PATH FROM THE OVERTURN
N TO THE FOUNDAIION SHALL BE MAINTAINED, WHERE A D13WN HA
10' 3099 15570 HEADER UPLff RESISTS THE OVERTURND LOAD FROM THE STORY ORSTORIESCAPACITY
ABOVE, THE V LD PLUS SHALL BE
12' 3718 1524 SPAN lbs, SITED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
14' 4338 1778 2' 254 - REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE, i
16' 4958 2032 4, 504 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUN WALL OPENINGS'
1$40 504
2' 770 254 6' 762 HEADER AND / OR GIRO R CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
4' II
6' 2310 762 8' 114
7). WINDOW SILL PLATES,
36' 81 3081 1016 10' 12701 JL
WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
10'0, 3851 127012, 15)9,4 2x4 WALL SILL PLATE FLAT)l PLY FOR OPENINGS UP TO 4.1 AND 2-PLY FOR OPENINGS UP TO 6'0.
12' 4621 1524 1«
2x6 WALL SILL PLATE FLAT). I-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO B'9,
14' 5391 1778 14' 1778
ib' ,6161 2032 16' 1 ROT2 I7), CATHEDRAL CEILINGS
TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER HE NOTCHED
MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS B 16' OC N„S. ANP ANCHORED ON TOP IF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH
RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUA.DING, CONNECTIONS TO THE RIDGE
NAIL SPACI G AT NAIL SPACING AT INTERMEDIATE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS,LOCATION MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS
_ , PANEL EDGES , SUPPORTS IN THE PANEL FIELD
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 8). A MINIMUM OF THREEI0) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL, I
4' R1ME7ER 6' O.C. 6' O.C. LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS 13NIEACH SIM OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS
EDGE TONE OTHERWISE NOTCD,
INTERIOR NE 6' O.C. i2' O.C. 4' EDGE ZONE 6' O.C. 1 ' O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGEROPENINGS
GABLE CND WALLINTERIOR ZONE 6' O.C. 12' O.C. UNLESS OTHERWISE NOT D,
RAKE 6 RAKE TRUSS 4' O.C. 4' O.C. q
USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS,
CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIDN TO ACHIEVE MAXIMUM UPLIFT CAPACITY,
CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM CATALOGUE MINIMUM
NUMBER _ FASTNERS NUMBER DESCRIPTION LOAD CAPACITY
FASTENERS
ADS5 HOLDDOWN ANCHOR 4000 lbs., BOLT L VERTICAL MEMBER. (2) -1/4 2 ABILTS
NCHOR
RT10 RAFTER-TOS WALL TUD T',-DOWN ANO OR 585 lbs. RAFTER k STUD, (6) 8d COMMA NAILS EACH
BOLT TO SILL, (U 3/4x5-1/4 ANCHOR BOLTS RAFTERI. STUD, (9) IOx1-1/ NAILS EACH
BOLT TO VERTICAL MEMBER f2) 7/8x3-I/2 BOLTS RT20 RAFTER-TO-WALL STUD TY-DDVN ANCHOR 1105 lbs. pUTC. U) l(9 COMMON NAILS
TDX6 HOLDDOWN ANCHOR 5100 Ibs, HOLT RT SILL' 7/8x6-1/8 ANCHOR BOLTS
RT7 RAFTER-TD-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATE.—(5) 80 COMMON NAILS EACH
KHST2 STRAP TIE 4 20 Ibs. - co 5/8' PIA, BOLTS
RT16 RAFTER-TO-TOP PLATE TY-OgVN ANCHOR 950 tbs. RAFTER• (8) 8x1-I/2 NAILS
STRAP TIE ' 6180 lbs. ( ) 3/4' DIA. BOLTS PLATE. 8) Ed COMMON NAILS F NESTAIB FLAT STR 1056 lbsC14) t COMMON NAILS SP744 6 6 STUD PLATE TIE 1070 Ibs. PLATEAND ST D, (6) 16d COM ON NAILS EACHISC�X�l
STA 0 FLAT ST A 16 0 lbs. <22) !Otl COMMON NAILS SPTH4 6 6 STUD PLATE IE 1470 Ibs. PATE AND STUD. (12) 10x1-,72_NAIL Z'
2
Ho. 05256G �2�
CFESSIONPy
,u
TYPICAL DECK WIND UPLIFT REQUIREMENTS N
HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED
DECK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND
SPAN SPAN lbs, INSTALLATION BY MANUFACTURE.
PRODUCT UPLIF GALV. MINIMUM
6' 11408' NUMBER DESCRIPTION lbs FASTNER REQUIRED
20' p, 1878
10' 2347 4x4 POST: (12) 16d COM. NAIL
12' 2817 PBS44 POST CAP 1815 BEAMi (12) 16d COM, NAIL
6' 1859 4x4 POST, (8) 16d COM. NAIL
28 8' 2479 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM, NAIL
0' 3098 BEAM/GIRDER: (2) 5/8' BOLTS
12' 3718 KC44 4x4 COLUMN CA 3265 POST/COLUMN: (2) 5/8' DIA. BOLTS
6' 2310, '
36' 8' 3081 4x4 FOOTING/PIER+ 5/8'x7' ANCHOR BOLT
10' 38511 PAU44 POST ANCHOR 2240 POST/GIRDER, (12) 16d COMMON NAILS
12' 462'1
4x4 WET POST ANCH R �.
CBE44 COLUMN BASE 3585 POST/GIRDER: (2) 1/?' DIA, BOLTS
4x4 WET POST ANCHOR
UPLIFT CONNECTIONS FOR KCB44 COLUMN BASE 5650 POST/6IRDER1 (2) 5/8' DIP.. BOLTS
JOISTS-TO-GIRDER / HEADER
MCAFACITY
TION MIN. 8d NAIL 6x6 POST, U2) 16d COM. NAIL `
°
e. ITY REQUIRED PBS66 POST CAP 1815BEAM: (12) 16d COM. NAIL da lbs. 4 PBSE66 6x6 1430 POST. (8) 16d COM. NAILlbs. 5 END POST CAPBEAM; C8) 16d GOM. NAIL
lbs. 5 6x6 5225BEAM/GIRDER (2) 5/8' BOLTS
KCC66 COLO CAP POST/COLUMN (4) 5/8' DIA. BOLTS
lbs 6lbs 7
32' 92' lbs. 8 PAU66 6x6 2350 FOOTING/PIERi 5/8'x7' ANCHOR BOLT
TYPICAL DECK POST ANCHOR POST/GIRDER, (12) 16d COMMON NAILS
N.T.S. 36' 770 lbs. 7 6x6 WET POST ANCHOR
CBE66 COLUMN BASE 3570 POST/GIRDER: (2) 1/2' DIA. BOLTS
KCH66 6x6 WET POST ANCHOR
5640
COLUMN BASE POST/GIRDER, (2) 5/8' DIA. BOLTS
doo RT10 TY-DOWN 585 JOIST: (6)8d COMMON NAILS
�o e ANCHOR HEADER/GIRDER; (6) 8d COMMON NAILS
ALT. RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS
ANCHOR HEADER/GIRDER, (4) 10d COMMON NAILS
INSTALLATION NOTES,
1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR
2). HEADER & GIRDER 'CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP
3), EACH JOIST TO BE ANCHORED TO GIRDER DR HEADER WITH TY-DOWN STRAPS, NEWy
JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. PqQ �g�yF �9f
2"
O
052s1� �?
FESS%
TYPICAL COVERED PORCH WIND UPLIFT REQUIREMENTS
HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED T
DECK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND
SPAN SPAN lbs, INSTALLATION BY MANUFACTURE.
6' 1406 PRODUCT DESCRIPTION UPLIF GALV, MINIMUM
8' 1878 NUMBER lbs. FASTNER REQUIRED
20 10' 2347 PBS44 4x4 1815 POST (12) 16d COM. NAIL
12' 2817 POST CAP BEAM: (12) 16d COM. NAIL y.
6' 1859 4x4POST: (8) 16d COM. NAIL
28 8' 2479 PBSE44 END POST CAP 1430 BEAM, (8) 16d COM. NAIL
10' 3098 BEAM/GIRDER: (2) 5/8' BOLTS •�
12' 3718 KC44 4x4 COLUMN CA 3265
POST/COLUMN+ (2) 5/8' DIA. BOLTS
6' 2310
36' 10' 38514x4 FOOTING/PIER, 5/8'x7' ANCHOR BOLT
12' 4621 PAU44 POST ANCHOR 2240 POST/GIRDER: (12) 16d COMMON NAILS C
4x4 WET POST ANCHOR X
CBE44 COLUMN BASE 3585 POST/GIRDERS (2) 1/2' DIA. BOLTS
4x4 dET POST ANCHOR :3UPLIFT CONNECTIONS FOR: KCB44 COLUMN BASE 5650 POST/GIRDER: (2) 5/8' DIA, BOLTS
JOISTS-TO-GIRDER / HEADER A •
DECK CONNECTION MIN. 8d NASI- 6x6 POST: (12) 16d COM. NAIL
SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM. NAIL
12' 427 lbs. 4 PHSE66 6x6 1430 POST: (8) 16d COM, NAIL
16' 526 lbs. 5 END POST CAP BEAM: (8) 16d COM. NAIL
20' 626 lbs, 5 KCC66 6x6 5225 BEAM/GIRDER: (2) 5/8' BOLTS
24' 3G lhs, 6 COLUMN CAP POST/COLUMN: (4) 5/8' DIA. DOLTS r:
28' 826 lbs. 7
32' 927 lbs. 8:::::, PAl!66 6x6 2350 FOOTING/PIER: 5/8'x7' ANCHOR BOLT
36' 770 lbs. 7 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS
o CBE66 NCHOR
COLUMN6BASE 3570 WET POST/GIRDER: 2)S 112' DIA. BOLTS
W
o KCB66 6x6 WET POST ANCHOR
5640
COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLTS
,o
TY-DOWN JOIST: (6)8d COMMON NAILS
o� RT10 ANCHOR 585 HEADER/GIRDER: (6) 8d COMMON NAILS
o 11 = _ =
,,,111-III=III=III-III-III_III=111-111=III-III III=III-III- RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS
ANCHOR HEADER/GIRDER: (4) 10d COMMON NAILS
TYPICAL COVERED PARCH
N,T.S. INSTALLATION NOTES:
1X ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR
2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP
3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS,
Vie • JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG.
4). EACH CEILING JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS.
ALT, JOIST HANGERS TO BE ATTACHED TO A LEDGER BOARD THAT IS TO BE BOLTED TO BLDG.
5).EACH RAFTER TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS.
SLOPE JOIST HANGERS TO BE ATTACHED TO A LEDGER BOARD THAT IS TO BE BOLTED TO BLDG.
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