HomeMy WebLinkAbout34950-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-34095 Date: 11/24/09
THIS CERTIFIES that the building DECK ADDITION
Location of Property: 305 SALTAIRE WAY MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 100 Block 1 Lot 16
Subdivision Filed Map No_ Lot NO_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 18, 2009 pursuant to which
Building Permit No_ 34950-Z dated AUGUST 24, 2009
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 DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to CHARLES & ANNE MCCARTHY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
A thorized Signature
Rev. 1/81
Form No.6.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
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 fiom 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 dnstallatieasE' C ,
o Code Compliance from architect or engineer responsible for the building.
fi. Submit Planning Board Approval of completed site plan requirements. Sa
B. For existingbuildings(prior to April 9, 1957)noncoufor�ning uses,.or buildings anexitdQ;1, Accurate survey of property showingall property lines,streeets,building and unusual-features. or topographic
.2. A properly completed application and corisent.to inspect signed by-the applicant.If a Certificate 4DEPT. . : .
denied, the Building Inspector shall state the reasons therefor in writing to the applic
C. Fees:
1. Certificate of Occupancy-New dwelling25.00,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 of Occupancy-Residential$15.00,Commercial$15:00
Date. 01/, 2- 1
D-.eclr AWW*Ao)
Newonstraction. Old or Pre-existing Building: (check one)
Location of Property: 3 O S. "52 /fa i re ttj4L•1
House No. Street Hamlet
Owner or Owners of Property:
Suffolk CountyTax Map No 1000, Section Block ( Lot
Subdivision - ScL f'tR t 1!.e S far-es Filed Map. �f��' Z Lot:
Permit No. y
3 �f 9Sr, Z Date of Permit Applicant: N,IeS ,4
Health Dept.Approval: ��14 Underwriters Approval: ZX
Planning Board Approval: f
Request for: Temporary Certificate Final Certificate: V (check one)
?ee Submitted: $ Si
Applicant Signature
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 NO. 34950 Z Date AUGUST 24, 2009
Permission is hereby granted to:
C & A MCCARTHY
305 SALTAIRE WAY
MATTITUCK,NY 11952
for
DECK ADDITION TO AN EXISTING DWELLING AS APPLIED FOR
at premises located at 305 SALTAIRE WAY MATTITUCK
County Tax Map No. 473889 Section 100 Block 0001 Lot No. 016
pursuant to application dated AUGUST 18, 2009 and approved by the
Building Inspector to expire on FEBRUARY 24, 2011 .
Fee $ 200 . 00
Authorize Signature
ORIGINAL
Rev. 5/8/02
hO��OF SOUjyOlo ,
�0 7
cout `I,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
RAMII�iG� TRAPPING
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
q
DATE / INSPECTOR
SOUryo�o
z
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING XFINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR
COMMENTS
FIELD INSPECTION REPORT DATE
FOUNDATION(IST)
}
- ..........------•.................
FOUNDATION(2ND) /N�
�I
U1
ROUGH FRAMING& y
PLUMBING
H
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS n
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TOWN OF SOUTHOLD PROPERTY RECORD
►
.OWNER STREET VILLAGE DIST. .SUB. . LOT
C Id4 2e,-ate�
FORMER OWNER �$ N E ACR.
a J-a/s e
S W TYPE OF BUILDING r
RES. SEAS. VL. 6 FARM COMM. CB. MICS. Mkt. Value
LAND w IMP.- TOTAL DATE REMARKS
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o Zara . 64
od o o or7&0 0 3 a2 o 190, Rol
I: al S L:w c�c� �. .GOO
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD /o a o,-
Meadowl.and DEPTH Z
House Plot BULKHEAD
Totem p-, DOCK
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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,NT Y 11971 ✓4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www.northfork.net/Southold/. PERMIT NO. ��Q�SO Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 2w ,20 (5g Contact: r),0'r I e s.o r An n e M c&LrrA7(
Approved-, ,20_ Mail to: :?o,S` Sz/tQ i r 6y�c X
Disapproved a/c` IVUL tY-,r v c 1'i" , lV Y //9S'Z
Phone: 6,3/ - .2 57* 9
Expiration a ,201 1_ o r (.31 - 3 8 Y - 7 78 9 (cell)
Building:Inspector
O
D E CU LIGATION FOR BUILDING PERMIT
AUG 1 R 2009 Date Au g v 5 r I !1 , 20eJ cl
INSTRUCTIONS
a. This applicat NMT be compl ely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of pla s, accurate ccording 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.
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 laas not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If n!xzoning 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 inspections.
c
(Signature of applicant or name,i a corporation)
:3oS 5-
4e ff a i re �, IW tT,' t"Z,fc" ,
(Mailing address of applicant) pX
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
0W/V6R '
Name of owner of premises (C h a r 1,e s + Anne M c C a,r T 1i y
(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. `f 2 Lf R S ' )-1 (/V o r rh Short N c k s, .Z N c,) (G 31 • 2 9 S D 1l 9 1)
Plumbers License No. \
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
30.5- So- ) t-a i r< way MC, tt ; ry cf�
House Number Street Hamlet
County Tax Map No. 1000 Section / 0 O Block Lot
Subdivision S 0./ air r,5 f e i-e S Filed Map No. Z Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy U 1V-e.- F cc rg
b. Intended use and occupancy 1"t mac. A-e"e O J t d,9 y r• A- to r o o L"S'e-
3. Nature of work (check which applicable): New Building Addition ✓ Alteration
Repair Removal Demolition Other Work
o, (Description)
4. -Estimated Cost 02 U D O C�. ' o Fee -.2.6 O•
(To be paid on filing this application)
5. . If dwelling, number of dwelling units A Number of dwelling units on each floor N/4
'if garage, number of cars /U/A
6.. If business, commercial or mixed occupancy, specify nature and extent of each type of use.- - )VA
7. Dimensions of existi�ig structures, if any: Front G C. q Rear Depth 3 y.2
Height X4WV 't Number of Stories 1- S
Dimensions of same structure with alterations or additions: Front !N'�� ' - i' " Re_ a_r 1Yr' �►,q
Depth (01. 2 -Fr Height IyA Numbo',r�of Stories NSA
8. Dimensions of entire new construction: F+ent 7 7 5 SQ FT gear "i Huth
Height t-i A-A 2 it Alp Number of Stories N A ------_____-
9. Size of lot: Front /o v Rear /o D 47 r Depth •2Z I"
10. Date of Purchase N A Name of Former Owner /N
11. Zone or use district in which premises are situated A�e s ;or e a / iQ
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO L,�Will excess fill be removed from premises?YES NO
,Char/ts* Aline 30S' ,ta/ta)r.et 'W_f
14.Names of Owner of premises M c c&. ttiy Address Matt;y-ct, iuy Phone No.(3/-z9k-S8S9
Name of Architect jo h N R a b ke,r;c A (0 ra ksA..;�Address p.o. Box y.t o 1/R,S� Phone No lo 3/- 7 7q - 7613
Name of Contractor 7-i n,otA� And_er,s o N Address wu J�� R,v Q r . Phone No. G 3/- 235' -o l/9 9
� �' ENg,n etr .7a1r+ eS • DZBrkol&i 26o 1D2er Dr., /f.(7T'N, G 3! - 77`l - 73SS
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
* 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.
STATE OF NEW YORK)
COUNTY OF
�
G h o'r/2.5 MC Ca.r rA y being duly sworn, deposes and says thaNhe.gh applicant
H
(Name of individual signing contract) above named, Notary Public State of New York
No.0lbU6185050
Qualified in Suffolk Coun{{yy
(S)He is the Commission Expires April 14,Z0 l
(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
day of 20�
Notary Public Signature o p c
y r T01IV'f'1. :of Southold
b
Eiasioln, Sedit>rtw�entation:& Storm-Wa�eir Run=off ASS SSM NT FORM
PROPERtY'LOCKnom s.Cxx 11k. T f{E:(l:OI.LOWING ACTIONS MAY itE4l IRE.THO Sl1!#MiS�SIbN OF IA.
1' STOIi ATEI�'G V . G.�ttiiIN GE ANp EROSION NTR*4 PU1N
�� --i^-- CERTIFIED-BY A 1DE51GN•PR0FES5I9NAL In THE.STATEOIr NEW PORK-
District Sr clips . BlociQ Lot
----- --- Y— -- ------ ---------.—
iteni Number: .(NOTE ACheck.Mmk t-l)for each ooec jon is.Requiredioi a Complete Applicatigrt.).: ' Yes. N,o:
Will this Project Retain i411:Stomt-Waterlion-Off tnehdMled icy a.Two(2")inch:Rainfall on Sife7
(This.itern_ llI lnciuite all run-off created by site;Bearing'and/(r con
stru too activities as well as,all Site
imPrgverrients:and the permanent creation:of iii iervious surfaces.) p
Z - Does the Site Plan.`andlor SUrveyShowAli Prgposed Matnage Sbuctures Indicating Sue&.Localton?
This Item.shaltinclude.all Proposed Grade:Changes:andSlopes Controlling Su[face WaterFlowt ,
111
Will1this Project Rec{ulre any land Filling,Grading or:Excavafion ititiere'thero is a change to the Natural, Y
Existing Grade'Involving more than 200 CtrbioYards of IiAater;al within any.Parcel? _ ,.
Will this AppiicaUcn ttegwi-e L and Disturbing.AcWities Encofrmpassing an Area in Excess of. v
Five Thousand(5,OOOI Squarp Feetof.Ground S6r.koe? .
Is there a Natural NLater Coutse'Running through the$ite?
5' ;.
Is.this Pivject;vvithin the Trustees jurisdiction.017 Within One Hundred(190)-feet of a Wetland or Beach?
S Will there lie.-Site pceparation•on Extsting.GradeSlopes which i1kceed Fiftegn(15)feet of:VertiPal Rise to
of Worizohtal.Distance?' EJ,
'
One Hundred(100)
7 '
Wilt veways Parking Areas'ocother Impervious Surfaces tie Sloped to DireetStotm-Water Run-0ff.
of a town%d ht of-way W .
into and/or in the direction 9
Will Phis Project Requiretfie Flaceinent of Material;Removal of Vegetation and/or the.Construction of (/
thin fhe Town.Ri ht-0f-Wavoe Road Shoulder Area?
any Item Wi 9
his item`wili NOT include the-instaltation,of Driveway Aprons:)
9' 1Ni11 this Project Require Site Preparation within:the One Hundred(100)'Year F.loodptain of any Watercourse? '
NOTE:' If Ahy Answer:toQuestions One through.Nine-is'Answered with a Check:Markin the Box; a Storrs VYater,Grading; .
Oraiirage -Erosiontoatt6l,Plan is.Required and Musf bb Submitted fqr fiteviewt'rior:to Issuance of Any Sul ding.Permit!
EXEMPTION` — --- . ------------" Ye11s:�. No.
Ooes this project meet the minimum standards for olass)fication a$ari Agriouitural Project? ,7"!4 '
'No If Yo'ua�nswered to this Question,a.Storm-Wker,Grading,D.raJitiage&FrosionEotltrola?lan is.NOT Required!• _ .
S"TATE.OF l`)EW YORK, .
.. COUNTY OF. U E .e.•.•.-....... _ ..SS.
7�.11 :.tieing duly s. rn,deposes says e s plicant for Permit, .
K., �n�o drtd that.he�sh a ap
ThatI; .. ,......:.....:..... ..y. .,. ,"
i �tii
(Name of tiadividgai signing["ment). CONNIE.U.isi ILH
:. Nota Public State of New York .
And that he/she is.the' S%....... ..:.....:....::............:..:.................,.......... ryAiv:{�1 if1r18505f).......
.(owner,Contfactor,Agent;.Gorporate.0moer,etc.) Qualified in Suffolk Coun
Cam�mission.Wires 114, p
' d is duly authorized to erform or have pe �rme .. a ski V&.k and to.
Owner•and/or representative of-the..* of.Owne. an y p
rriake and file this-application;:thatA statements contained in this application are true to the best off his knowledge anti belief;and
thatahe work wilLbe.perfoni�ed in'die manner set forth in the application filed herey ith:- -
Sworrt to before.nie this;.
�' ._. day:of: ... . ... ..: ,200.�j'
\`J�� t 1.1�� ..... .......... ...L.
Notary-Public; .......................................:. .......... . :.. ......
(Signature of Applicant
FORM - 06107
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fnL fn4' I 225..00 riK
LOT 16
LOT 17 LOT 18 A3 SURVEY OF
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LOT 19
MAP OF SALTAIRE ESTATES
FILED AUG. 3, 1966 'FILE NO. 4682
`3.9�s AT MATTITUC K
TOWN OF SOUTHOLD
WAVECREST LANE
SUFFOLK COUNTY, N . Y.
1000 - 100 - 01 - 16
CERTIFIED TO
Y. L1C NO. 49616 CHICAGO TITLE INSURANCE COMPANY SCALE 1 = 40
. . . tioSU� 1( , P.0 CHARLESGMc CARTHY May IS, 1993
P. ROOSEVEL T SA V NGSBANK-
MAIN RO
SOUTHOLD, N.Y 11971
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ALL CONSTRUCTION SHALL �
-- MEET THE RE0UIF'-' ` P:T" OF E
CODES OF NEVI STAT W W
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DATE: Lu
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NOTIFY P, AT
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USE i fie'` ` `�' : ' 4. FI.,�,-V— hf" '"`-
i`t' ...1.��,t' Ste^C �`...:. 'i_ 'it";
WITH',"E A.L CC`Jr'. :'T '�P a'.:' T!—
�I— �1:Hill 11111111111111111111111111111111111YvRrC S�.'t'E. RCi RESF'U!.,c"r-- FO i
DESIGN vR CONSTE UCTI . . E�.ROR'
r SOUTHOLD BUILDING DEPARTMENT CRITERIA DRAWN: J.WKEW
1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. SCALE: NONE
USE IDWELLING UNIT-SEC I 310-310.2
2 HEIGHT -0" JOB #: 122
TOTAL AREA (sfl 75 S FT DATE: S—(
3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRU TION • k
4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1 95f4IG WIND EDITION WFCM SHEET NUMBER:
5 FRAMING ELEMENTS SEE FLOOR PLANS ANDS TIONS
6 DESIGN LOAD CALCULATIONS SEE PG SPEC SHEET
7 WINDOW AND DOOR SCHEDULE N/A
8 LOAD PATH SEE SECTIONS
9 NAILING SCHEDULE SEE SPEC SHEET
10 EGRESS N/A
11 PLUMBING RISER DIAGRAM N/A
12 FIRE PROTECTION N/A
13 TRUSS DESIGN DRAWINGS N/A 1 O
14 ENERGY CALCULATIONS N/A 1
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DRAWN: J.RABIQ-.W
5GALE: 1/4"=1'-oil
PROPOSED FOUNI)ATION / FRAMIN& PLAN: JOB #: 122
SG�rLE: y4° = I'-O" DATE: 8-6-Oq
SHEET NUMBER:
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EXISTING FIBERON RAILING
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GARAGE Q�
F IBERON RAILING 2'-O" ABOVE
5Y5TEM OR EQUAL 6 LOY�R _ GRD ® HOUSE
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DRAWN: J.RABKEVIGff a
SCALE: I/4"=I'_0"
PROPOSED FLOOR PLAN JOB #: 122
SCALE: v4" 1'-0" DATE: 545
SHEET NUMBER:
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POOL 1=I 1-_ =11 --------------- --------------------
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III—III—III—III—III-111—III a' ABU44 (TYP)
I—III—I I—I I I=I 1 I—I 11=1 I—III - - — —_ — a
III—III—III—III- -III,, _I1- '=1II II=1I1=1I1=1I1=III-1II-1I I-1II-1II-1II-' ; III-III-III-III-III-1I 51MP50N III- I ; III-III-1 I-1II-1II-1II a.
—111—I 11=1 11—I I I—III—IIt=III=III=III=III 'a• =III=III=III=t11=III- H2.5Z (-rrP) = 11 'a� 11=III=III III=III=I11� a a
—III II1=1I1=1I1=1T_I=1I I—III—III—III— - III—III—III—I II—III—II _ —III III—III II—III—III—III a 2"XIO" LEDGER
I I 11=1 11=1 I I—III—I I t—III—III—III . —I 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 I I-1 I I 11=1 1=1 I : 1=1 11=1 I III-1 1=1 1— a USE FASTEN MASTER
m .11 —I 11=1 I—I i I—III—III—III— . III—I 11=1 11=1 11=1 11=1 11=1 I—I I —I 11=1 11=1 11=1 I I III—III 11=1 l I—I I I—I II: A
I.;III III=1 I I=1 1=III= : :' I 11=III=III=1 11=III=1 11=1 yi -
a a FASTENERS (2) 24" OC,
GRADE AS NEEDED1=1 1=1 11=1 11=1 I I .
MAINTAIN 6" BELOW -1 I I—I 11=1 I I I 1=1 I I—III—I 11=1 11=1 11=1 11=1 I I—III—III— III I I 1=1 11=1 I I— —irr=�i Irri __rr�l i—
TOP OF PIERS (TYP) -1 I I—III=1 I I=1 I I=11 I=11 I=1 I I=1 I I—III—III—III III-1 I I-1 I -1 11=1 11=1 11=1 1=1 1= 11=1I 1=1 11=1 11=1I 1=1 I I—III—I II I II I II I II I II I II I II
I ' 11=1 1 1= I i — ®
8" SONOTUBE 6" 'I I=1 11= _ -' — — --III—III—III III— 11.-III—III—III e�
ABOVE GRADE —�I I—III—III—I ,_ —
1111=i .• � �
ON BI&FOOT 24LI
FOOTING 5'-0" AREA OF LOWER
BELOW GRADE LEVELS BEYOND W-4
°
a d
SECTION A-A-
SCALE: -
EXISTING HOUSE �
=ji
ua w
tu
ztu
_O
V z ~
—1 K DA
FIBERON RAILING a- Q
FIBERON RAILING SYSTEM OR EQUAL
SYSTEM OR EQUAL Q
m
SIMPSON
LUS26-2
.d V
2"X6" AGQ DJ 2)2"X8" AGQ BIRDER °: � • . • a. a �..•� .•°• �. • '
211X ====Q D a s a m
a,.Q d ° V n C O V ..,a C a•. d• O V d °• G ° O d C d C dQ d (2)2" *" AGQ DJ d• .° ,°'• a d a v _ m•
AREA OF LOWER r 51MP50N a;
.� DRAWN: J.RABKEVIGH
ABU44 (TYP) I PROVIDE 6" POURED CONCRETE
LEVEL BEYOND O PAD UNDER STAIR STRINGERS - SCALE: I/2 -I 0
11A
cn , VERIFY LOCATION IN FIELD (TYP) JOB #: 122
NOTE: ,,.•
�..��1. V :.--, `... DATE: 8-6-Oq
• Go I _.
EET NUMBER
:
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 8 50NOTUBE 8 ABOVE � FOOTING BEYOND ;•r.�: _. �,
AND REPORT ANY DISCREPANCY 6RADE ON B16FOOT 24 M1�+,
• PROVIDE SIMPSON LU526 OR EQUAL CONNECTOR FOOTING 5'-0" BELOW 6RADE
-p TO ALL DJ (SEE SPECS. SHEET) i ,
* PROVIDE 51MPWN H2.5Z OR EQUAL CONNECTOR �
TO ALL DJ (SEE SPECS. SHEET)
SECT I O N11
PROVIDE SIMPSON ABU44 TO 5" PG PIERS
(SEE SPECS. SHEET) SCALE- 5/60, = I'-O°
4 OF 6
I .
I'
O
PLAN CONTENTS: ROOF FRAMING NAILING CHEDULE. ION N07M
'
O
OGGUPANGY CLASSIFICATION IRS RESIDENTIAL dub' Fanei0 < O
JOINT DESCRIPTION NAIL QUANTITY NAIL AGING NOTES I•mti. �`"ur. 0 WA Nth" eeON4 r w nbM baba Me sd e.ms. we trtwk
BUILDING USE SINGLE FAMILY DWELLING et t eontiuetbn al4 roe o owtlres For gwdrcr�g praeew era-math aw nM w��to Q
state bulkl.g codes. mlr gwrra conhrocler Y far stadard carrrrvctbn d.tab ad
enure o profeeslwdy tnrh.d ebwtraly ew.d,wed noctlapraoP c-TWed prod t
BUILDING HEIGHT 18'-4' 8' WALL;5-80 COMMON
TOTAL 5Q. FT. OF GONSTRUGTION 1030 5Q. FT. RAFTER TO TOP PLATE 10' WALL;48D COMMON RAFTER TOE NAIL �.awwa calbdetor to eeord.eab rl cub ea:veeear..a►:w:ing a nett ad neeraaebn tx+Goan trae.s.
96 mho gow cortre4or b rwpwrbla ter urd all pork and cerwirmtbn"was or ewomb arrest hd.r+a4 ate", Z
DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND CEILING JOIST 8' WALL;5-80 COMMON EACH JOIST TOE NAIL w`wxany�va1 r,wrld w ae,.r d m r ur.y�t'n�vacoci.,e to be Plan`°`o�'Park a'M�`ft4wM for to O
1995 SBG HIGH WIND EDITION, WOOD FRAME GON5TRUGTION MANUAL TO TOP PLATE 10, WALL;48D COMMON
FRAMING ELEMENTS AS PER FLOOR PLANS,CoRO55 SECTIONS AND GENERAL NOTES CEILING J015T TO AS PER TABLE 5.1 4.Drre.eelsrr sleall taoe prrcedat ever sate .(dal rot ease drawe�. _
PARALLEL RAFTER WFCM - SBC EACH LAP FAGS NAIL a mine a..gw ha.nee been -f fa earbvenen riprwten aro aaposo s ro nsp 6 or prc ter Gerrenr far eesxas:aerg }
EXT. BALCONIES 60 � nM the plans,rot ns.perrraltty ar earrdveMsn wart,"nMred�.tnehnlepe.,��r preeedrer,or far.aPey
DECK5 40 CEILING JOINT LAPS AS PER TABLE 5.7 I a.. �fxns^a in eaweUm nM Mr nark. mtr.r�an no namsdbs for a"f ine erprwsed or nplbd n Mr lu
OVER PARTITION WFGM - 5BG FACH LAP FACE NAIL �"' w
1' s.Rater to fkw plena.wrbrbr elevetlar,wd r Adam sties b ter tyees ad sores of nndarw. AO rrtdww to be.YWrem
ATTICS W/O STORAGE IO ev p«t "
E �� "igl' a"m ae'pe'xy or s� 'e Ya'•
DE51CPN LOAD CALCULATIONS ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER YV A5 PER _ ew TABLE 3.4 EA8H END FACE NAIL veer lens nrdan lrerewe"a woes.oNe.rra..ree.a
(LIVE LOADS PSF)
ROOF (GROUND SNOW LOAD) 45 I a.dwrrol eortroclor b to ensue that anew"ad prvlobrlcoeed fwplat.eartrucebn nwb or ersceeds all neatirfaSe.srle
BLOCKING TO RAFTER 2 - 80 COMMON EA8H END TOE NAIL .peaRiraebre wd eppncabb sates
ROOMS (OTHER THAN SLEEPING) 40 �� ���� 01.000 w Garrotterrle to cwm ad aea,dhdo twin ere w wd eer "pkm for a a Inl ft manta w bookcases.ehewrg,
ROOMS (SLEEPING) 30 RIM BDARD TO RAFTER 2 - 160 COMMON EACH END END NAIL pw&S ekwel,aft.
la.Mwvkb hw"vd snnko°.team%nM ft" eararp,en rl rben wd n each bea+ee.4 v=r ft real ease
STAIRS 40 ncar•+.rnare as per sects,RM,Pen York sect.ie..ld.r.eawtrvctbn toe.. rectal cabore r.on.etlde dobwA s cs per
GUARDRAILS (ANY DIREGTIOW 200 WALL FRAMING NA I L I NCG SCHEDULE:
EXPOSURE CATEGORY 6>_rER,4t.FOUNDATION NOTes
LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE -VINT DESCRIPTION NAIL QUANTITY NAIL SPAC'IN6 NOTES 1.sen.ral comb actor to roM.n plat ebvotbrr and Gbtrb to d t rnerr rtsrd.d►rgtibs of trretrd fbor(s)aaow
(ROOF - FOUNDATION) AND GENERAL NOTE PAGE
I 2.All Pedtegs to nee on wfs.brboe eaL
NAILING SCHEDULE 5EE GENERAL NOTE SHEET TOP PLATE TO TOP PLATE 2 - 160 COMMON PER FOOT FACE NAIL 9.Froviciabnpm rates d errulerg'bebwen al cwwww abbe a carwete or"berry nab owm"v n e>rtert o or
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE i SEE NOTES I wtwtdod M
PLUMBING RISER DIAGRAM SEE RISER DIAGRAM PLANS TOP PLATE AT 4.aw a »te on W�or fillrnrra.re nM sets-lo/to rarerg.mesh r.nroro kkwbr slake to be placed m s mo..trbllbed SO
INTERSECTIONS 4 - 160 COMMON JOINTS EACH SIDE FACE NAIL vo�i��
FIRE PROTECTION IF.Ir.vide Grad specs vwtlkibn per local sod.reg*vni nb.
(SMOKE d GO2 DETECTORS) SEE FLOOR PLANS STUD TO STUD 2 - 160 COMMON 24' O.G. FACE NAIL s.eorr.ral cw*rmtor to I I I ceps-Nil(or Gapped elver meta 111ft W"kb bobwn all mwd svfanes tlrd we emiximod to III
141�_
TRUSSG DESIGN WA - STANDARD STICK FRAME ONSTRUGTION I yaw eb or now"wfatee.
ENERGY CALCULATIONS RESCHECK 5.6 RELEASE IA HEADER TO HEADER 16D COMMON 16" O.G. FACE NAIL T VwWprcef add Mw of tou debw nM a bswnnaw so"es per code wd son tartar"'•
ALONG ED(SES
TOP OR BOTTOM 2 - 16D COMMON PER 2X4 STUD
PLATE TO STUD 5 - 160 COMMON PER 2X6 STUD ! NAIL 1 PlwwrMwe sW take ever scot pnced.rt d'a'ag.(do rot seals o-a's'90.
BOTTOM PLATE TO FLOOR 2.All Ito lm rnlb to be covered nale x'gyre"board nM"rtal germ.renforcrg. Tape,Plea and owd to aoaW.
FACE NAIL a cab camnn to Swap and haw to haw a boar of are',fire riled gjnm board at garep ode no s-o'rot"an ndpewt
JOIST, BAND JOIST, 2 - 160 COMMON PER FOOT SEE NOTES I.� nab end r nrrg P bmrfaturrd e.rt>.r f*4*1"2 bgao of eve'.fin.raced Wan n beard.
CLIMATIC, 4 OEO GRAPHIC D E51 GN CRITERIA: END JOIST OR BLOCKING 4 All WMe OW toast arts malls WW w ps egjw"to rue arras to have malts reemat gp.wn beard,or nal eb set an
nandwt>Iead er e4�.
GROUND WIND SEISMIC FR05T WINTER ICESHIELD FLOOD
SNOW SPEED DLE516N WEATHERING LINE TERMITE DECAY DESIGN uNDERAYMLENT HAZARDS FLOOR FRAMING NAILING ,SCHEDULE:
LOAD 0'FW CATEGORY DEPTH TEMP. REQUIRED I.Plumbing subcontractor to be responsible for adhering to all applicable code and safety
MODERATE SLIGHT TO requrements. i�
45 LBS. 120 B SEVERE 3 FT. II NONE NONE
TO HEAVY MODERATE JOINT DESCRIPTION NAIL QUANTITY NAIL AGING NOTES 2.it wall plates or joists are cut during the Installation of plumbing fixtures or equipment
J015T TO SILL, provide brachq to ie frarnrg bock together.
TOP PLATE OR GIRDER 4 - 8D COMMON PER JOIST TOE NAIL
ROOF SHEATH I NS REOU I REMENT5 FOR WIND LOAD5: BRIDGING TO JOIST 2 - 8D COMMON EACH END TOE NAIL I.Meehauaal subcontractor Is responsible for adhering to all applicabls codes and safety
requirements.
NAIL SPACING NAIL SPACING AT INTERMEDIATE BLOCIING TO JOIST 2 - 8D COMMON EACH EW TOE NAIL 2.WAG subc.xlMaator to full coordinate all system data and requirements with the u
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES supplier. 9 � ns4" equipment �
4' PERIMETER EDSE ZONE 8d COMMON a 6" O.G. 8d COMMON a 6" O.G. SEE NOTE5e I, 5 BLOCKING TO SILL I Z
OR TOP PLATE 5 - 160 COMMON EACH FP 1-010K TOE NAIL aaWA �i��final
��oar finalyouty��a A submit It to general � O
INTERIOR ZONE 8d COMMON a b" O.G. 8d COMMON a 12" O.G. SEE NOTES: I (BOTH FIELDS) eEnpment supplier approval.
NOTES 2 FOR PANEL FIELD LEDGER STRIP TO BEAM 3 - 160 COMMON EACH JOIST FACE NAIL
&ABLE ENDWALL RAKE COMMON a 4" O.G. Del COMMON a 4" O.G. 5EE NOTES: I,5
AND RAKE TRUSS JOIST ON LEDGER '�'
TO BEAM 3 - 8D COMMON PE JOIST TOE NAIL J�
NOTES BAND JOINT TO JOIST 5 - 16D COMMON PER JOIST END NAIL 02All ladle i4aar��,to be stud grade better Ib'o%. All otFw framing material to be � _
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. BAND JOIST TO TOE NAIL 2.All wood framing in contact with concrete or to be a treated.
1). FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 51LL OR TOP PLATE 2 - 16D COMMON PER FOOT SEE NOTEe I n1Q'On'y PPe'°'"
SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTAGHM�NT5 REQUIRE SHALL BE USED. 5.Provide double floor Joists under all walls parallel to floor Joist epm direction unless W Id
otherwise specified. � �
2). TABULATED 12 INCH O.G. NAIL SPACING A55UMES SHEATHING ATTACED H TO RAFTER/1RU55 FRAMING 4.Provide x-bracing a solid blocking at a maximum of 8'-O'o%for all dimensional lumber floor � � < V
MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WITH <0.42t6c0.49, THE NAIL SPACING SHALL BE ROOF SHEATH I NG NAILING 5�CHEDULE: p Z
REDUCED TO 6 INCHES O.G. 11 �
3). TABULATED 4 INCH D.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING JOINT DESCRIPTION NAIL QUANTITY NAIL SPACIING NOTES S.Floor construction' W to'g"e and groove plly ood subfloor. Finished material to be opplied < kb tk3
MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WITH <0.42t6c0.49 over subfloor. 61ue and screw plywood decking to floor Joists.
, THE NAIL SPACING SHALL BE `.._ Z
REDUCED TO 5 INCHES O.G. STRUCTURAL PANEL 80 COMMON AS PER TABLE 9.8 NONE 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. All interior l
WFGM - SM headers to be(W 2x10 unless otherwise specified. X
'I.Provide full solid blewki under all beer Malls. O Y
CEILING SHEATH I N(S NA I L I NCG SCHEDULE: m w All beams to have adequate a bearing at.ad,end or as"tied. D- � Q �
WALL SHEATHING Rr-aU I REMENT5 FOR WIND LOAD5: I 4.All flush bee,and Joist intersections to haw �--
NAIL SPACING NAIL SPACING AT INTERMEDIATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPAGIING NOTES O
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 1 10.Trical exterior walls and roof to be sheathed with W exterior grade pkllwood or 96'05B -
T" O.G. EDGE plywood,group I,APA rated. Pkrwood to span over all plates and headers. {�
SEE NOTES:I 8 (BOTH FIELDS) GYPSUM WALLBOARD 5D COOLERS 10" O.G. FIELD NONE11.Provide insulation baffles at save vents between rafters. t 1
INTERIOR ZONE 8d COMMON a b" O.G. 8d COMMON a 12" O.G. NOTE, 2 FOR PANEL FIELD `!
4' PERIMETER(EDGE ZONE j6d COMMON a 6" OL., 8d COMMON a 12" D.G. SEE NOTEi 5 12.Exterior flashing to be correctly Installed at all connections between roofs,walls,ehinreep,
WALL 5HEATH I NCB NA I L I N(5, 5CHEDULE: projections,and peletratw&as required by approved wnstrwtion practices. Z
NOTE-5 1 15.betters'contractor to provide adequate attic ventilation an ot d roe vents. (v
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL QUANTITY NAIL SPACIING NOTES 14.Provide appropriate soffit ventilation at overhangs.
1). FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT AS PER TABLE SA
v 1 REQUIREMENTS SHALL BE USED. STRUCTURAL PANELS 8D COMMONWFCM NONE- 515G MINERAL WIND PROTIMTION COf�TION NOTES
2). TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS Adopted from Standard for Hurricane Resistant Residential Gortruetlon;55TD IO-44 and 144'.5
7(b" 05B PLYWOOD 6D COMMON err O.C.Wl&E NONE 5eG Hkjl Wind Edition Wood Frame Construction
WITH REDUCED
T. FOR FRAMING MEMBERS WITH <0.42 THE NAIL SPACING SHAD. BE b O.C. FIELD Fasteners and Correctors for Wood Franca Construction
REDUCED TO 6 INCHES O.G.
3). FOR EXTERIOR PANEL SIDING GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE USED TO BE GYPSUM WALLBOARD T5D COOLERS 7" O 10" O.G. FIELD be. EDR&E NONE p1.A continuous load path between footings,foundations wails,floors,studs and roof framng shall
SUBSTITUTED FOR COMMON NAILS. A�vt� �n
2.Approved connectors,anchors aid other fastening devices not Included in the Standard DRAWN: I Iva/nl.Yl�il'�
Bulld� le 2506.1 shall be Installed n accordance with manufacturer's
SCALE: NONE
FLOOR5HEATH I NO NA I L I NCB SCHEDULE: 5.Metal plates,cortrtector•s,screws.bolts,and nails exposed treacly to the weather or wb�at
to salt corrosion In costal areas,shall be stainless steel or hart dipped gaNmiz . JOB #:. 122
JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 4.More endows and doors interrupt wood structural pawl sheathing and siding,kanng _. _. DATE: 8-6-0q
anchors or correctors shall be provided at the tap aid bottom of cripple studs Mader. y,...
STRUCTURAL PANEL 8D COMMON b' or,. EDGE �� ad at least one stud at each side of opening. ' SHEET NUMBER:
In OR LE55 120 O.G. FIELD r ' `" .t.. pelt '
S.Ridge straps shall be attached to each pair of opposing rafters except rltw^s eolll ror`f ' V l
Ixb a 2x4 kRrber kf located in upper third ofrr attb space and attach to each par of tem.
.
NOTES 6.Uplift connectors shall be provided at eah raker bearing.
THESE NOTE5 ARE ONLY TO BE REFERRED TO IF MENTIONED 54HEDULE NOTE5 ONLY. f
9.Floor to floor hold-ebwr to be provided every 46,and every 16"wifhIn W of exterior
U• NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE corners.
PANEL EDGE. IF WALL S+-EATHIN6 15 NAILED 5" ON-CENTER AT THE PANEL EC76E TO ..'
6.Sin Plate to Foundation Anchorages 5111 plate shall be anchored to the foundation wRh
OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS anchor bolts having a min.bolt diameter of ad 5"x 5"x W washers. A minimum of one
SHALL BE DOUBLED OR USE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE pad end
USED TO MAINTAIN LOAD PATH anchor bolt shall ids within b to 12 inches of each each plate. Anchor bolts �, :
shall have a minimum embedment of 7 inches n concrete/ foundatom Anchor Js
bolte'4 �shall be located wkhn 12 inches of corners and at spacing rot exceeding 4 feet an center.'.. 5 0 F 6
2). WHEN WALL 5HEATHIN& 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED
NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO I- 16D NAIL PER FOOT.
O '
Q ° 3
. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. N
4'MAX.
4"MAX.
4'DIA.MAXIMUM tu
II tu ;
4'DIA.MAXIMUM POST
GIRDER/HEADER
0
i
POST/COLUMN °
zll CONCRETE FOOTING x r . •�� v
`•v k•v
11A
IT
C7
DECK POST FTG. CONNECTION W4
LO
DECK/PORCH RAILING CATION SIMPSON DESCRIPTION APPLICATION
POST-TO-GIRDER/HEADER CONNECTION 4X4POST ABU44ORWE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST ABU66 OR WE66 IPOSTIBEAM ANCHOR JAPPLY TO EACH FOOTING
1-1/2"SPACE C��+
MINIMUM
HANDRAILS 44'
GIRDER
POST GIF DER,/HEADER °
RIM/DECK JOIST o CONCRETE PIE
BALUSTERS P OS�T/COLUMN
o - ,
OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POSTCONNEC�TIQN
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
LOCATION SIMPSON DESCRIPTION TION
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2'IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS ABU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIER I;
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE IRDER HEADER TO POST COLUMN CONNECTION (3)BEAMS ABU660RWE66 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL j
3 5/8'LEDGERLOK BY FASTENMASTER LAY PLASTIC BASE DIRECTLY ON
CONNECTED TO BY (2) 24'OC UNDISTURBED SOIL(ORGANICS REMOVED)
STAIR TREADFIT
LEVELNASE
FIT CONSTRUCTION TUBE AND PLUMB �--
POST/COLUMN ;-E) o BRACE TUBE
'•I•, FILL AS PER MANUFACTURES'INSTRUCTIONS
RIM BOARD FLOOR FRAMING
2x JOISTS — — —
III=III III=III lII-III=III-III=III-11 '
STRINGER
BLOCKING FOR JOIST HANGER
POST-TO-GIRDER/HEADER CONNECTION ! LAG BOLTS
LOCATION SIMPSON DESCRIPTION APPLICATION RIM JOIST/BD, n !'
4x4 SOLID COLUMN BCS2-2/4 POST CAP ANCHOR APPLY TO EACH COLUMN �•° DISTURBED / POOR SOIL LU W
6x6 SOLID COLUMN BCS2-3/6 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6'LAYER OF CRUSHED STONE OR XI
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSONSTRRt/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND GRAVEL ~ to �l O
LAY PLASTIC BASE ON COMPACTED GRAVEL �--
LEVEL BASE .n
FIT CONSTRUCTION TUBE AND PLUMB I- v
I BRACE TUBE
FILL AS PER MANUFACTURES'INSTRUCTIONS � Z
mrilarl-117811aICI=m=uI-III=1u-�1 Q
0-1
WOOD JOIST WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING
BIGFOOT SYSTEMS FOOTING FORM (�
GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN
WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
WOOD JOIST
GIRDERIHEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT !�
PRESCRIBED IN THE CODE.
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT
FLUSH JOISTS WITH HEADER/GIRDER
SPLICED JOISTS OVER HEADER/GIRDER ER-6495AND SUBJECT TO THE CONDITIONS THEREIN. XX
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND y\
THE PROPER STEEL CONNECTOR. USE WITH RT10 TYDOWN ANCHORS
IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS LOCATION SIMPSON DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I H2.5Z ITYDOWN ANCHOR IGONNECT TO EACH JOIST
V I
DECK & PORCH NOTES: NAILING SCHEDULE
1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NAIL SPACING NAIL NOTES n Arw1f.' I R ABIQ: u
2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4-8d COMMON PER TOE " TIv' J. IM
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL
into concrete with a minimum 1/2'diax7'long anchor bolt wdh washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-8dCOMMON EACH TOE SGALE: NONE
TO JOIST END NAIL JOB #• 122
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
3).Posts supporting girders shall be anchored to a 12'x12'x12'thick concrete footing. BLOCKING EACH TOE
Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall SNOW SPEED DESIGN WEATHERING LINE ERMITE DECAY DESIGN UNDERLAYED HAZARDS TO JOIST 2-8d COMMON END NAIL /
be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
BLOCKING TO: EACH TOE DATE' S—CJ��q
ODERATE SLIGHT TO 3-16d COMMON
45 LBS. 120 B SEVERE 3 FT. 11 NONE SILL OR TOP PLATE BLOCK NAIL
4).Deck joists to have blocking at 8'0 o.c.. 1 HEAVY MODERATE LEDGER STRIP EACH FACE TO BEAM SHEET NUMBER-
5).A minimum of 10 inch flashing shall be installed between the building and ledger. 3-16d COMMON JOIST NAIL
Ledger to be fastened to building with 1/2'dia.bolts with washers and nuts JOIST ON LEDGER PER TOE
3-Bd COMMON
at 16'o.c.
TO BEAM JOIST NAIL
6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END
3-16d COMMON
TO JOIST JOIST NAIL +,
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER
SILL OR TOP PLATE 2-16d COMMON FOOT TOE NAIL f ;
to girder(s). l '
6OF6
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