HomeMy WebLinkAbout43609-Z r
s"5 FBI TOWN OF SOUTHOLD
�SUF ,�Co
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o,,, • SOUTHOLD, NY
X01 � ,dao
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#: 43609 Date: 4/3/2019
Permission is hereby granted to:
Sakellaridis, Vasilios & Anna
32-66 46th St
Astoria, NY 11103
To: construct accessory garage as applied for. (Must maintain a 5' side yard setback)
At premises located at: DI \ _ vVi �u
` L7r;
55 McCann Ln, Greenport
SCTM # 473889
Sec/Block/Lot# 33.-3-39.1
Pursuant to application dated 12/21/2018 and approved by the Building Inspector.
To expire on 10/2/2020.
Fees:
ACCESSORY $407.20
CO -ACCESSORY BUILDING $50.00
Total: $457.20
ilding Inspector
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 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 installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual 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-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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.
New Construction: Old
or Pre-existing Building: (check one)
n [+
Location of Property: 55 �- � � � v' -nom—A-% I T
House No. Street Hamlet
Owner or Owners of Property: 104Y\O, �olri��GL11 S -
Suffolk County Tax Map No 1000, Section Block Lot Clt Id
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �t
4, 4Applicant Si ture
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
y
...................................... r,, 5
FOUNDATION(2ND)
ROUGH FRAMING&
PLUMBING y
' 1
,1
INSULATION PER N.Ya y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
N
t — 7
Cis
z°
.y
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
SontholdTown.NorthFork.net PERMIT NO. J Check
Septic Form
N.Y.S.D.E.C. -
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved /-3 ,20� Mail to: �f?�
Disapproved a/c p
Expiration ,20
Z6 & Z
D
PC
UV[2 Bu spector
A CATION FOR BUILDING PERMIT
DEC 21 2018
Date , 20�
SUMD-mr,DEPT. INSTRUCTIONS
a. This aFlidffiqty boll YM
ST be comfl�Dpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or altdrations or for removal or demolition as herein,described. The
applicant agrees to comply with all applicable laws, ordinances, building code, hous'1 code, and re lations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(SignjtI
plicant ame,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 ol,- S Aq�� 4(ls
(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.
Location of land on which proposed.work will b'e done:
House Number Street Hamlet,
County Tax Map No. 1000 Section �0 D Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
(Zb])ntended use and occupancy C— (`
.t
3. Nature of work (check which applicable):New Building Addition Alteration
Repair Removal D me olition 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 occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front i=,n;N
Depth Height Numherr)esir.r
8. Dimensions of entire new construction: Front Rear i,, s Depth
Height Number of Stories p'-'
9. Size of lot: Front Rear Depth
-�7
�iJ e
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 . Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE QUIRED.
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.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFAgo )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D. BUNCH
Notary Public,State of New York
(S)He is the No.01 BU616505
(Contractor,Agent, Corporate Officer, etc.) ua ie in Suffolk County
Commission Expires April 14,2 Ql,o
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 th'
L` day of 20
Notary Public gnat e of Applicant
Scott A. Russell ,�a°sU � ST01KIAWA\T]ER,
SUPERVISOR
z MA\NA\G7EIA]EN'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179 b
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of,So u th o ld
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
---- - — - DOES THIS PROJECT INVOLVE ANY ®1F THE 1F®ILII OWffNG:
Yes No (CHECK ALL THAT APPLY) I
I .
❑❑�A. Clearing, grubbing, grading or stripping of land which affects more ;
than 5,000 square feet of ground surface.
i
❑O/B. Excavation or filling involving more than 200-cubic yards of material
within any parcel or any contiguous area.
❑LSC. Site preparation on slopes which exceed 10 feet vertical rise to
s
100 feet of horizontal distance.
Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
j ❑L� E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse. i
❑ F: Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature,Cof aac IInformation-,Date & County Tax Map Number! Chapter 236 does not apply to your project.
�I1 you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building-Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date
:M
District
I-.—
NAME:
NAME:
�� ( \ Secuon Block Lot
l
Contact Information FOR BUILDING DEPART1�•IENT USF_. ONLY .
.7dcphVumAcri
Reviewed By:
�1 — — — — — — — — — — — — — — — — — — I 1 Date:
Property Address/ Location of Construction Work: — 7– — — —
— — — — — — — — — — — — -
rrII / ,,�� Approved for processing Building Permit.
eomal.
.(!tIL ��Wt Stormwater Management Control Plan Not Required.
K l l q qq ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM CP-TOS MAY 2014
_ o�suEFoc,��oG
Town Hall Annex y Telephone(631)765-1802
54375 Main Road - Fax(631)765-9502
P.O. Box 1179 y Z
Southold, NY 11971-0959
NOTICE OF UTILIZATION OF TRU,SSITYPE.:CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/ORTIMBER CONSTRUCTION
Date:
Owner: �MVV.A' See UCc f i&I-S,
Location.of Property: � A , LAl1e '. 'G CCl <<R
Please take notice that the(check'appPicableIi,ne):
,r r •j c w '4
resideniasNew commercial`,oructure•
,e q
Addition to existi`ng•comm'e 36 =or residential structure
Rehabilitation 16,6n exis ing Rcomercia or resi .f '
t rri I dential��tructure ,•
to be.constructed or.performed at the subject property reference above wilf'utilize
(check applicable line): 3
Truss type;construction (TT) R. ` 'i • . ,
Pre-engineered wood ton�truction
Timber construction,t'C°)'
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor.and ro f framing-.(FR)
Signature:
Name (person submitting this form): ��
Capacity(check applicable line):
Owner _
Owner representative
TrussReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED
REFLECTIVE WHITE
PANTONE #187
112"
The construction Type
STROKE
designation shall be
«1gJ959 66111"9 "W"or &Ausv
to indicate the construction
classification of the
structure under DESIGNATION' FOR STRUCTURAL
section sot of the BCNYS COMPONENTS THAT ARE OF "
TRUSS TYPE CONSTRUCTION
6GF�� FLOOR•FRAMING, INCLUDING
GIRDERS AND BEAMS
- - -- - - - -----— --- - —- - --as I an-- -RO O-F- RAM i N-fes- -- -- -
sc i�
FR FLOOR AND ROOF FRAMING
STANDARDS AND CODES
� r
TOWN OF SOUTHOLD, NEW,YORK DATE..........�/81
ACTION OF THE ZONING BOARD OF APPEALS
Appeal No. 2806 by application Dated March 27, 1981
ACTION OF THE ZONING $0AR.D OF APPEALS OF THE TOWN OF SOUTHOLD
To Mrs. Sarah Rauch Appellant
480 inlet Lane
Greenport, NY 11944,
at a meeting of the Zoning Board of Appeals on April 23, 1981 the
. appeal
was considered and the action indicated below was taken on your
( ) Request for variance due to lack of access to property
{ ) Request for a special exception under the Zoning Ordinance
( ) Request for a variance to the Zoning Ordinance Art. III, Sec. 100-31
1. � )� X §�4dbl'�txt 'roa�it w sf��'td`� txxption ( ) be
granted ( ) be denied pursuant to Article .................. Section .................... Subsection .................... paragraph
............ of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be
confirmed because Public Hearing: 4/23/81: Application of Sarah
Rauch, 480 Inlet Lane, Greenport, NY for a Variance to the Zoning
Ordinance, Art. III, Sec. 100-31 for permission to relocate existing
dwelling with insufficient frontyard setbacks. Location of property:
68175 C.R. 48 (and McCann Lane) , Greenport; bounded north by Casa;
west by Burt; south by C.R. 48; east by McCann Lane; County Tax Map
?` item No. 1000-33-3-38 and 39.
(SEE REVERSE SIDE)
s e.
2. VARIANCE.By resolution of the Board it was determined that
14
Strict application of the Ordinance would
( ) (would not) produce practical difficulties or unnecessary
' hardship because
(SEE REVERSE SIDE)
, n
: p ) q (would) (would not be shared b all
� (b) The hardship created (is) (is not unique and would ) y properties
alike in the immediate vicinity of this property,and in the same use district because
�iet1,
4
(SEE REVERSE SIDE)
at'
0
act}; c) The variance does
( ( ) (does not) observe the spirit of-the Ordinance and (would) (would not)
change the character of the district because
' (SEE REVERSE SIDE)
S t and therefore, it was further determined that the requested variance ( ) be granted { ) be denied and
' that the previous decisions of the Btulding Inspector( ) be confirmed be reversed.
Cd:lk .6/4/81 ZONING BOARD OF APPEALS
FOAM ZB4
�llf�.
ti
The Board made the following findings and determination concern-
ing this appeal:
By this appeal, appellant seeks a variance to relocate an existing
dwelling with a present frontyard setback off County Road 48 of 18'
and frontyard setback off McCann, Lane of 441, and requesting setbacks
off Countv Road 48 of 29' and off McCann Lane of 251. Upon personal
inspection, the Board finds that the neighbor to the north is set back
361 from McCann Lane, and that the neighbor to the west is set back
431 , approximately, from the County Road.
The'.Boird finds that the relief requested is not substantial in
relation to the Code requirements; that the relief requested is within
the spirit of the zoning ordinance; that the variance if granted will
not change the character of the neighborh000d; that no adverse effects
will be produced on available governmental facilities of any increased
population; that the hardship or practical difficulty is unique; and
Chau the interests of justice will be served by granting the relief
requested as noted below.
On motion by Mr. Sawicki, seconded by Mr. Grigonis, it was
RESOLVED, that Sarah Rauch be granted a variance to the zoning
ordinance, Art. III, Sec. 100-31 to relocate dwelling SUBJECT TO THE
FOLLOWING CONDITIONS:
(a) That the dwelling not be located closer than 30 feet from
property line fronting on County Road 48; _
(b) That the dwelling not be located closer than 36 feet from
property line fronting on McCann Lane;
(c) That this matter be referred to the Suffolk County Department
of Planning pursuant to the Suffolk County Charter rules and regula-
tions. z '{
Location of property: 68175 C.R. 48 (and McCann Lane) , Greenport;
bounded north by Casa; west by Burt; south by C.R. 48; east by McCann
Lane; County Tax Map Item No. 1000-33-3-38 and 39.
Vote of the Board: Ayes: Messrs. Doyen., Douglass, Goehringer,
Sawicki and Grigonis.
�1. 9 �PT601
/
G irma� dela
FMCEIV ED S_'Ti N D FILED BY
Li-r SOUTHOLD TOVIN CLQ
DATE HOUR
k
Town Clerk: Town of S old
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APPR VED AS NOTEDtr4
DATE: B.P.# ;. RETAIN STORM WATER RUNOFF
FEE: 2� gy; PURSUANT TO CHAPTER 236
NOTIFY BUILDING DEPART AT OF THE TOWN CODE.
765-1802 8 AM TO 4 PM FOR THE .y
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW ELECTRICAL,
YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODE
AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED
T D
.�I ITNOI D TOWN TRI 14TFI;S
All extern®r llgitd=li,6
NYS.oEr_ -- Installed, replaced or
repaired shall conform
to Chapter 172
of the Town Code
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY 'DO NOT PROCEEb WITH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED.` '
c l�l�i kin 51
Side- p,�-1 5't-4ack.
�L-6,
DECK/PORCH RAILINGS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE d
GENERAL CONDITIONS00
1 All work shall conform to 2Q75�esidentlal0cde of New York State, local Buildi I Zoning Codes Framng (Col'11'lnued� PorcheR312.s,
Guards Required TYPEORLOG4TIEDCOMPON OF ESSIVENCFMTE CONSTRUCTON Strapping Details 17
and the Now York State Enervav Gonservation.Lade. All Codes_sha115Lpercede the drawings and shall Loci Bol fiS Porches, balconies or raised floor surfaces located more than-30"above the float MINIMUMSPECIFlEDGOMPRE55VE
or grade below shall have guards not less than 36"in height. Open in sides of stairs STRENGTHa(fc) 00
be Incorporated into the drawings whether they are Indicated on+he plans or not. 1. Sha ll be of structural rade sfieel
g with n total rise of morethan 30�abo�e�e�']aor o_ r parad,<he1Qa�5hall_have�auards Weathering Pw•am+al b LSTA Strap Install 16 On Center ^,"
not less than 34"in height measured vertically from the nosing of the treads, Negligible Moderate severe C M
2 Contractor shall check and verify all dimeneijona.notes and conditions of the site before any construction- 2.Washers shall be _placed under the head of lea bolts bearina on wood, length of Ing bolts Basement walls,foundations and other concrete not exposed to ft weather
work is started The Contractor shall notify the Architect of any discrrepancies,Or conflicts in the drawings shall be n minimum 2/3 depth of members being bolted together 2500 2.500 2_100`
and/or feld conditions before starting the-Avork The discovery of diets epaft
ncfes after beginning tthe-work shat! 8312.2 Guard Opening Limitations Basement slobs and interior stabs on grade,except goragefloorslabs 2500 2500 2_500c °
� easYbalcanies�nd orches
be the fulLrespansibi�of the Contractor•to correct. Altering Structural Members Required-guards oil penside"f-stairways,-raised_foor_or
Basement walls,foundation walls,exMrb °r wage and other vertical concrete � � [�y •;'.,
sholLhave-fntermediate_rdils-jc"rnamental_elosures that_do-not_Ailow.possage-of__a_ work exposed to+heweather 2.500 3.000d 31000d
1. No structural membershalLbe arm! d, notched, cut, blocked out or relocated without sphere 4"or more in_danm@t'er.
Parches,carport slabs and steps exposed to+heweather,and garageflaarslabs 2500
3. Contractoocate$ stake out all exi<;tina underground utilities prior to any excavation. The utilities-shawr prior approval of the Architect Do not alter sizes of members noted without approval 3000d 3-1100ee
r shall li
on+he plan are an approximate Ica ationorly. 1 '+
of the Architect.
Exception For 51:1 pound per square Inch=6.895 kPa
4 Contractor shall be responsible for arranainnTafl_necessal'rvpermi+s and inspections, including Certificate of Occupancy(C.O.I The trinnguar opngs formed by the riser,tread and bottom rail of a guardna+the open
Built-up Beams a.5lren-;+at28days psi. ' )
N $
side of a s+airway or-.In to be of such o size that a sphere 6"cannot pass
�IniesS othenmL`erated. 1. Built-up beams or foists formed by a multiple of 2 x membersshall be interconnected as follows- b.See Table R301.20)for weathering potential.
a. Members 12"and less in deppth,�glue and internal w/2 rows 16d nails at 12"
through. c.Concre+e in these locations that may be s4ect to freezing and+hawtrg during construction shall be olrrentrolned concrete Simpson Strong-Ti
5 Written dimensions shall have precedence over scaled dimensions and larger-cafe-deti its shall have precedence over smaller Rafter t0 Rafter H2A- Rafter Glip n
IRafter to Top Plate
In accordance with Footnote d.
.r
ox. staggered.
scale details/drawings Drawings are not to be scaled. HABITABLE SPACE d.Concrete shall be alr-erdralned.Total air comen+(percent by volume of concrete)shoe be not less than 5 percent or more Connection Detai I
In. Members greater than 91/4" In depth or mutt Ip e 3 x members through bolt with 1/2" �onneetion Detail
1. All habitable spaces shall conform to the followina sections of the Residential Code than 7 Perot&.
diameter machine bolts at 24"a.c.
6 Any deviation from the Arch cfs_drawings Jnustof New York State, e.see Section R402a for maximum cememttious matervs torment.
9303 Licht,Ventilation and Heating
Cutting of Beams, Joists and Rafters f.For garage floorc with a steel troweled finish,reduction of the total air conMrm(aercerrt by volume of concrete)to not kss than
7 Contractor shall be responsible for adegusrt�ly bra i and protecting all work during construction dnstdamage,breakage_e.
and misalignment aceor•ding tondgoad�proctice, ting o 8304 Minimum Room Areas 3 percent Is permitted If the specified compressive strength oFihe concrete s Increased to rot less than 4,000 pet. "'•
1. Cutf d beists and fters shall be limorees no8305 Ceiling ht
ited+a cuts and bored holes deeper
collaps_e,_distor+tan spplicable codes stondards� wood raH�ia
than 1/6 the depth of+hhe memberand shall no+be located in the middle 1/3 of th".pan_Notch 8306 Sanitation H2.5 Guys
WI
depth of the ends a+the member shall not exceed 1/4 the depth of the member_ Wales bored or TABLE 8403.1 MINIMUM DTH OF CONCRETE OR MASONRY FOOTINGS(inches�i
8 All work shall m
be perfared in a first class monner with all new materials Contractor shall provide cel eaulpment,labor and RS07 Toilet-Tub and Shoer 5 ap ces
materials necessary for the proper execution and timely completion of the work_ Contractor shall be responsible for all materials out in+o the joint shall not be closer than 2 inches to the tip or bottom of the-joints and the
diometerof the hole shall not exceed V3 the depth of th -joint, The tension side of beams oists LOAD-BEARING VALUE OF SOIL(psi) Use every other nail hoe ENGTH 0
_and_e nt stored at the site. ~� EMERGENCY ESCAPE I RESCUE OPENINGS R310 in a row to provide th a
Gu1P-me 1,500 2,000 3,000 54,000 code-required minimum
and rafters of 4 inches orTreater nominal_thleknessshall not be notched. excsp+at ends of
1�Basementsti�_habitablespace and�veTsleeping�-aomshalLhdvesttJeastone_operableemergency Conventional light-frame construction center-to-center 12• n • E.
9 All contractors and their sub-contractors shall carry Insurance that wiI ct the Owner and the Architect from claims from members. spacing for nails c52o ~
1-prone andRessueQpening--SLchapeningehdlLopen_direatlyJn+o a ,publidetreet,_publia-alley-yardsrsourt- 1-st°�' 12 12 12 12 Q z
dame
n g s for personal injuries, Including-de,ath,which may arise in connection with this prglect. Where basements�antain�ne�r�Tlore�leeping�ooms�emeraencv egress�halLbesequlred eachroom 2-'tory is 12 12 12
Pipes in Stud Baarina Nails or Shear Nails 3-story 23 17 12 12 0
10 Contractor+o Indemnify Architect and Ovitner and hold harmless.
1_ Notches or bored holes to studs of bearinc Ovalis or pnr•titian shall not b6 more than 1/3 the ��haLrotbe-requlredln_adjoining-oreas-of._the_basemient.__Where-emergency�nd-escu"penings_are_ CL 0
fY -providednot more than�4Jnches�bdve�he_flo_or,__�V�erQ�be_door_opening 4-inch brick veneer over light frame or 8-inch hollow concrete masonry SPAN W O
_depth of the stud. ]"
�laving��hreshold lzelaw�}lesadjacentaround elevatian�erves_as-n_emergency-escopeslnd-rescue-opening 1-story 12 12 12 12 6520
11 The Architect Is not responsible for construction means, methods,techniques, sequences,procedures or for the safety precautions_ and-le-provided 2-story 21 16 12 12 Q
and programs in connection with this roieat Bridging and Blocking 3-story 32 24 16 12
p g pv dimensions-required-by--thissectionshoLbe_obtahed-b the_normal.o erotlo"fth"me era Q
y' p rg y_escapeend_
1. There shall be not less+ham one line of bridging in every six(6)of sof span in floor,attic, and roof �escue�rom the�nside. Emergency escape_and_r_escue�penings sholL4penslirectl into�publicway�r tam 0520
12 All construction with the 110m h and 120 eeecond-rinds ped regions Nassau 9 Suffolk Counties)shall be In conformity framing. The bridging shall consist of mc+less than 1 x 3 inch lumber doubled nailed a+each end 8-inch solid or fully grouted masonry
p mph thre P _yard_on-courtthat-opens-to_a_public_way- 1-story 16 12 12 12 Provide minimu 12" r
_with the American Forest Pa er Association FSP 2015 Wood Frame Construction Manual_ or of equivalent metal bracing of equal rgidity, Midspan bridain�q is not required for attic or roof
p (� 1.1 Mlnimum_OpenhV Areas--AU-emergencyescape and rescuespenings-shalLhavesa-Hnimum netslear 2-story 29 21 14 12 end distance
framing where joist depthdoes not exceed 12 inches nominal 3-story 42 32 21 16
opening af5_Zsquarp�pet Equal number
13,--A11_oontrac+ors shall be licensed and insured 1.2 Minimum-Opeeing-Height-'he_rninimum clear opening shalLbe-24Jnches specified nail Header to Studs
2. Block solid at all bearina supports where adequate lateral support is not otherwise provided. In each end
1.3J"IinlmumDpening�dth-Tl�e-ninimumsler�
apeningehnlLbe20_inches For 5L 1 inch a 25.4 trim, pound per square foot=0.0479 kPa. CQnneCtlOrl DetQII �
14 Contractor to obtain Owner's of Archie-t' approval for ail materials finishes and equipment prior to purchasing, All ui m nt Block all stud wnlls at maximum intervales cf 8 feet with minimum cf 2 x solid material with [~
--SRP P p g---eq p-a-- 1.4 Openinglonstmints•-�mergencTescape_and_rescue_openings�hallJ2e.Dperntianal�i••olT>-the_inside_ Stud to Stud Z
and materials are to be installed per manufacturer's written specifications. tight ioints. o�theroDmwithaut_the__use�f keys5 tOolsan pe cue- peningge o.Where minimum footing width is 12 inches,use of a single wythe of solid or
fully grouted 12-inch nominal concrete masonry units is permitted. COnneetlon DetQII
3. Provide 2 x firesto s at mid oin+vertical) of stud wall. G t-a
15. Contractor shall keep the site clean and free�f debris. p P y 2.1�/Jndow-Welis-she_mimimum-horizontaLare"fthe_window-velLshalLbE-�D-squar_eAetwithn-rlinimumJhorizontnl
-pro jeaticn-and-width__ f-36-inches--The crea_cffhe-wlndow-welLshalLailow_theemergencyescape-opening O v�
16 These drawings are the property of the Architect and shall not be used without his consent. Drawings shall not be used for issuing_ PI 00 --o-be-fullyepenled. Z
of a building permit unless-Blamed and sealed by Louis Schwartz, P.E. 1. All plywood shall be Doug-Fir or equal, It shall be manufactured and araded in accordance with: TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS C
US Product Standard PS 1-63 for Construction and Industrial PlMogd 3-BulkheadEnclasures Bulkheadsnclosur_es_ehall provlde-direct�tatessto-the�asemen+. The bulkhead enclosurev
GLASS OF MATERIAL LOAD-BEARING Q
17. Contractor to follow all manufacturer's specifications, recommnendations and installations on all products used in this DrOject.Notify 2. Each plywood sheet shall bear the APA"trademark with the-door_ponels-lythe fvlly.open positionshall�rowidethe111inimum ne�slear�pening�equirsd b Section '
1.4
the Architect of_a conflict b�veen th s and manufacturer's s ecifications recommendations and Installation details prior to S. All end oints shall be stag red and shall butt along the center lines of framing members. PRESSURE(pounds per square foot)
epien P r P j 9e R310.1,1,.__BulkhCrystalline bedrock 12,000 0
installation of product on this-spnn Batt. Contractor shall be responsible for correction of any work that prevents the correct installation 4. The face grain of the plywood shall be Iola at ria tea to the Joists and trusses andap raliel_ Sedimentary and foliated rock 4,000 w
of a s1pecifed pro duct_asehawn__a +he drawirgs, to the studs.
ENERGY NOTES Sandy gravel and/or gravel(GW and GP) 3,000
5. Nails shall be placed 3/8"minimum from edea of sheets. The minimum nail pen+ration into framing Sand, silty sand, clayey sand,silty gravel And clayey gravel r�l
18. Match all existing conditions as they relate° to finishes,)ghting aoursina. dimensions, height, alignment,etc. Move and re-Iota+e members shall be 11/2"for 8d nails and 1 3/8"for 10d nails. (SW, SP, SM, SC,clayey
and GG) 2 000 U 0
any pres�r , wirinaT�mbina and ductwork that may be conceded in walls or ceilings being revised,to provide a complete job in ail 6. All floors sholLbe m iled_as�er_naNng 5aheduIr_ ELECTRICAL Clay, sandy clay,silty clay, clayey silt,silt and sandy Silt �� �
cla e W
1. All...electrical work shall conform to the rules and regulations of the National Electrical (CL, ML,MH and CH) 1„50a w O
Partitions CodeTResiden+ial Code of New York State and Board of Underwriters and its
1'-Czeneralt 4_
n. Provide solid blocking at 4'-O"o.c. between the joist and first interior parallel ioJst. referenced standard NFPA 70-2002.The electrical eaulpment and wiring shall be installed in accordance with Chapters 33
b. Splices of the tap and bottom portion of double Staggered a min, thru 42 of the Residential Code of New York State. 0
of 4'-0". 3. Electrical work to be inspected by an proved electrical Inspection aomna_nT Floor to Floor mow/ n H
EXCAVATION ANDAar_ICCII_L c Splices shall occur only directly over s+ids. 4. All electrical outlets in "wet"areas to be around fault In+erupt�(GFQ type. ConneCfion Detail r M•n h-y r�--1
1. Contractor shall locate and stake out ail existino underground utilities prior to any excavation. The utilities shown on the plan ii Le top plates at corners and intersections. �•J
are an approximate location. 2.wearingWalls supporting one floor or more: S1-ingle and JMultiple Station Smoke Alarms
a. Partitions mus+be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber Single and multiple-stg+ion smoke alarms shall be instal'ad in the following locations
2. Excavate all areas Indicated on the drawina5. All excavations shah be the minimum depths required achieving clean undisturbed specified. 1. In ewe-sta epinS roam
virgin soil�lth5lable moisture content and non-shifting and non-shriinkingsail characteristics. The Contractor shall be responsible b. If double top plateof less than 2 2 x�'a cr 2 2 x 4's is used floor joists shall be centered_ 2. Outside le each separate sleeping ar a in w e immediate vicim of the NAILING SCHEDULE: Table Table 6023(1) 2015 IRC h-ti
for notification of poor soil characteristics to the Architect and shall not proceed with the work until re elvimaructions Fro„+ha Arch+ems+. directly over and below bearing wall studs with a tolerance of no more than 1"_ Note: This schedule does not include nailing for metal framing straps(see section
_ bedrooms. TOP PLATES
C. Benrin- stud wollSJnu +be sh a+h d with minim hm 1/2"gyp_ bd_fostered_sa eardina to for strapping and requirements section for rough opening framing
3. The Architect has prepared the drawings-aand ecifications with an assumed b n per s .ft. and an assumed soil �tanufaaturerrs recommendation- 3,�each additional state of and
dwelling in acing basements and cellars but
P P p earulgsapactt�'-af_1ta� q not including crawl spaces and uninhabi+able a++icsIn dwellings or dwelin-s� units requirements).
characteristic of sand or gravel with minimum traces of clay unless otherwise noted. with split levels and without an intervenina door between_the._dciacent levels, a All nailing is a general specification It applies unless otherwise noted.
Corner Bracing smoke alarm installed on the upper levelehall sluffce for the c4iocent lower level W w
4. All excavations far concrete piers and footings shall be a minimum of 3 ft below finished grade unless otherwise noted on the-plans- 1. Unless otherwise noted, brace eterior corners of building w/4 x 8 plywood sheet of thickness+o match provided+hat the IoyYer level is less than one full std below the upper level. Joint Description No.of Nails Nail Spacing
that of sheeting, STUD O
ROOF $ CEILING FRAMING
5 All backfill shall be clean granular fill. When more than one smoke alarm is required to be jnetalledwithin an Individual_dwelling_unita
BORED HOLE MAX
2. OVEr1ap plates at all comers. h DIAMETER 40 PERCENT
the alarm devices shall be interconnected in such a manner that the actuatujon of one alarm OF STUD DEPTH C
ISNo backfill shall be permitte�gninat concrete or masonry foundation walls without floor framing ar proper bracing�s re cited toTrevent Rafter to To Plate(Toe-Nail) (3)10d Common Per Rafter p+
will activate all of+he alarms in the indjviduahtnit. The alarm shall be clearly audible_Inell_ � �+
_damage to walls No backfill shall be permitted within a minimum contractor shall be responsible for any Nailin M��drooms ever backround noise levels with all in+evening doors closed, Celling Joist to Top Plate Toe-Nail (3)6d Common Per Joist 6/s IN MIN.70 EDGE U
damage to concrete or mason wall. 1. All nailing shall compNwith-=Mng schedules shown, 6 1
Geilin Joist t to Parallel Rafter(Face-Nall) O 6d Common Each Lap ala IN.MIN.TO EDGE W
All_smake alarms shall be listed and installed in accordance with the provisions of the A Q
Alignment
Residential Code_of_New York State and the household fire warning provisions of NEPA 72 Ceilin Joist la save PartitionFace-Nail 3 16d Common Each Lap
1. All rafters and joists framing from oppasiteSidessha_II lap a+least six(61 inches and nailedtagether with Collar Tle to Rafter(Face-Nail) 3 10d Common Each End
(3�10d ince nails. Power Bourse
CONCRETE lockin to after oe-Nail (3)8d Common Each End
2. When framing end to end joists shall secured together with metal straps. In new construction,the required smoke alarms Ghali receive their primary power from the NOTCH MUST NOT EXCEED 25
1 As Per Chapter 4 Residential Code of NeN�'ark and Tables 401.4.1,402.2 403.2 included on this sheet buildingwir' when such wirin PERCENT OF STUD DEPTH
Ing gJ,�ereed from a commercial source or pan on-site electrical Rim Board to Rafter End-Nail 2 16d Common Each End
FIREBLOCKING/DRAFTSTOPPING power_System, and when primas/power is jnterrrupted,shall receive po e�fromaba+terv.
BE
2 Concrete shall be air-entrained. Total air content(percent volume of concrete)shaIt not be less than 5%or more than 7%. BOREDHOLESSHALLNOTS IF HOLE IS BETWEEN 40 PERCENT AND
1, Instal fireblockin re uired as per Section 8602.8 and cirafts+ooc' as er Section 8502.12 of the Wiring shall be permanen+and wj+hoot disconnecting switch other than those required for WALL FRAMING LOCATED IN THE SAME CROSS
g- q l� P SECTION OF CUT OR NOTCH IN B0 PERCENT OF STUD DEPTH,THEN STUD
Residential Code of New York State. overcurren+protectionSmoke alarms shall be permitted+o be battery oaereted_�hen_ To Plate to To Plate Face Nail 16d 24"O.C. Per Foot STUD MUST BE DOUBLE AND NO MORE THAN TWO
STEEL NOTES installed in buildings without commercial power or an on-site electrical power system or in SUCCESSIVE STUDS AREOOUBLEDANDso
2. Fire Stopping_shall be provided to cu+of all concealed draft op nina5(both horizontal and vertical)with BORED
1. All Steel shall have a minimum Fb of 24,00 buildings that undergo repair, alteration, thrice of occupancy,addition or relocation In To Plats at Intersections Face-Nail 2 16d Common Each End i
Q sJ• 2"nomimal lumber or 2 thicknesses of 1"nominal lumber with broken lap-joints or other approved material.
accordance with Appendix J.
Stud (Face-Nail) 16d 16"D.C. Each End i
2 All Steel shall conform to the latest A.S.T.M_5pea1flcat1ons for A-36 ste Tel. 1pesoh lmns shall conform to A 5 T M A-53 FLASHING/CAULKING NOTESir�`25'4mm.
1. Provide metal flashina where frame lumber is in cantac+wi+h septi or concrete. Provide.hid den__(blind
)me+al Carbon Mona�side�larms
Header to Header Face-Nail 16d Common 16"o.c.along edges k++aefarexteriorandbcar3ngwelb. Z
Carbon monoxide alarms shall be installed in the following locations. 0
-flashing where tops of roofs intersect vertical wall surfaces Provide metal step flashing arond all chmine� To of Bottom Plate t Stud End-Nail 2 16d Common Per Stud FIGURE R602.6(1) t..,
1. Carbon Monoxide are required on each level on which zleeping_spaces are located. NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
FRAMING _sky)chis and where sides of roof intersect with vertical walLsurfaces. All metal flashing shall extend up
2. On an eta where a fuel-fred appliances and eq Bottom Plate to Floor Joist, Band Joist, End
1. Minimum header size to be(2) 2 x 6 with 1/2"COX Plywood Flitch plate unless otherwise noted. vertically of 4"from roof unless otherwise noted. any Story Pp ulpment'saltd_fueLburnulg
JoSit or Blocking(En16d Common d-Nail) 16"O.C. Face Nail se,4rhnuet wFclncwnsl rnni:0 W
appliances and equipment replaces or attached garages are located,
2. flash,caulk and seal all junctions of new and existing roofs,walls and penetrations to form a wa+ertight
2 All exterior lumber and/or lumber_with mas{7nndconcrete shall be pressure treated(AGQ)unless otherwise noted. -e55Erribly'
When-more than one CO alarm is required to be Installed within an individual dwelling unit FLOOR FRAMING I
the alarm devices shall be interconnected in such a manner that the ac+ua+uicn of one alarm
3 All wood subfloors shall be 3/4" oo
I d+a d and nailed to olsts. VENTILATION Joist to I To Plate r Girder Face-Nail 3 Bd Common Per Joist
p Yom'-- Mlle � will activate ail ofthe alarms In the individual unit The alarm shall be clearly audible_in all
Vent1ation Required bedrooms over backround noise Levels with all intevenin dcors closed.
4 All wood frame openings in floors, roofs ceiling5shall have a minimum double"trimmer and header"framing unless otherwise noted inclosed atti s and enclosed rafter specs formed where c6li s are applied directly to the underside of roof g rid In to Joist(Toe-Noll) 2 10d Common Each End
rafters shall have gross ventilation for each separate space by yen+ilating openings pro+ectedeaains++he 10 klma to Joist(Toe-Noll) (2)10d Common Each End
All CO alarms shall be listed and Installed in accordance with the provisions of the
<\
5 All wood frame wall openings hall haveminimum double stud posts at each end. entrance of rain or snow_ Ventilating openings shall be jth corrosion-resistant wire mesh with 1/8" W N
P Ra- Residential Code of New York State and the household fire warning provisions of NFPA 72 Blocklma to Sill oro P Plate ce- 16d Common Each Block ; a
IrHErmum m
to 1/4" aximun�penings Nail 3
6. All hanging woad jolst5 Gnd rafters shall be supported with s steel jots angers. Ledger Stripto Beam Face-Nail 3 16d Common Each Joist
Joower Source °NOeEDPExCExT H
M n mum Area Carbon monoxide alarms, carbon monoxide-detectors,and alarm control units to which carbon 3 6d Common Per Joist °Emx Z Q Q Z
7. When joist hon ers are in contact w/ACG2 lumber use stainless steel oist hangers an fastners only. The total net free ventilating area shall na+b less than 1 to 150 of the area of th space ventilated Joist to der to cam Toe-Nail O A
•N�"MN 10 EDfiE
g J °,°N Yx TOEDOE 5
Monoxide detectors are connected shall receive theirprimcry power from the_buildinoa wir ping, W
Band Joist to Joist End-Nail 3 16d Common Per Joist ,.a A Q �4
and shall besqulppedsyith a battery back-up syem that�tomaticaliy provides power from .. Q 3 a'
W
8 All roof and walls Bathing shall be 1/2"CDX puwo Vent Clearance-od. one or more batteries when,primy power is interrupted Wirino�shall_ze mo
pernentend_ Band Joist to Sill or Too Plate e-
oN it 2 16d Common Per Foot U A A U
A minimum of a 1"space shall be provided between the Insulation and the roof sheathing at+he location of the vent without n disccnnec+jna switch-other-than those required fcr over current protection- SCALE:
9 All wood floorjaits,and flat roof rafters-spaMin
nna 10'-0"or greater shrill be provided w/bridging at mid-span or at no greater than -O" ROOF SHEATHING 6' p��EMa"TW
�°x���,LL�.� /.4" =1 1 '
pE�n'o`ry of an ori"rriol GI nn
Intervals- GLAZING Exceptions Structural Panels
1.AIN lazin shall conform to 8308 a in of the Residential Code of New York State o/ O N
g g (Gl g) 1. Carbon monoxide alarms and egrhar, rt onoxide detect Installed i n_a__building arrstructure
10.Providedouble floor Joists under all para lllel wal ls.abave, without an electrical power source shall be battery operated Interior Zone 8d Common 12"o.c. ^^ \5 G.SCylyq O�
WINDOWS OR sl �
NOTCNSXi AND BORED HOLE LIWATIMOURE NNSS FOR INTERIOR NONSEARMO WALLS v 1
Per meter Zone 8d Common 6"o.c. 7�
11. Install steel strapping at all framing members as required. CSee Detail) All windows specified as an egress window shall meet or exceed+he�-equirements of the RSCNYS(Section 310), 2. In buildngs that undergo repair, alteration,change of occupancy, addition or relaaaation in * z w
Min.Opening Area=5.7 sq. ft, accordance with Appendix J,carbon monoxide alarms and carbon monoxide_dstectarsmaybe n =
12.AIf top plates in wood frame walls shall be doubled and overap with intersection wallsjf_possible. Min. Opening Height=24" battery operated,cord type or direct plea
Min. Opening Width=20" CEILING SHEATHING EXTERIOR OR BEARING WALL Fo 07 •�
13. Dimensional lumber to be Doug Fir#2 or be++er,(Min, Fb-_900, E=1 5 x 10(6) Sill Height=44"Max AFF 7006 fc
_ Gypsum Wallboard 5d Coolers 7"Edge/10"Field
14. Laminated Veneer Lumber(LVL)have a min Fb=2,650 and on E=1.5 x 10(6) DRYWALL NOTES WALL SHEATHING DWG. N ,
NOTCH GREATER THAN5016 METAL TIE FASTENED AND
MS 1 IN WIDE D TAILS
a- Typicni E Bathroom Walls� C, e111nTs Structural Panels 8d Common 6' Edge/12' Field PE RCENT OF THE PLATE WIDTH METAL TIE FASTENED ACRC)SS AND
TO THE PATE AT EACH SIDE OF THE
15- All shims under cellar girders to be steel only NOTCH WITH B-103 NAILS ExACH SIDE
1.Provide 1/2" mold�moisture resistant gypsum board to all walls ceili> ngs including all bathroom walls and ceilings
-Gypsum Wallboard 5d Coolers T'Edge/10"Field
and aet areas_ All gypsum board shall receive one Coat cf+ape and three coats of joint compound minimum.
Bolts In WoodFraming All wails Callings and g=ledaes to receive the or stone shall be set on 1/2"cement board. & NOTES
1. All bolts in wood framing shall be standardnlachine bolts w/standard malleable iron washers or steel plate washers FLOOR SHEATHING Subfloor
2 Steel late washer sizes shall be as follow:: Game Walls Ceilings Structural Panels TOP PDWG. NO.:
PLATES
2.Provide one la_yer5/8"TvpeXgypsum board to ail wales and ceilings of ail attached-.garages and room enclosing� 1"or Less 8d Common 6"Edge/12"Field PIPE
a.1/2"and 5/8"Diam. bolts-2 1/4'sq.x 5/16" -he"++producing equipment. Provide one layer 1/2"Type-X gypsum board at all interior house walls common+o Greater than 1"
b.3/4' Diam. bolts 2 5/8"-sq x 5/16,
3. Each bolt hole in wood shat be drill 1/16"tattler than diameter of the bolt. -garages. Provide one layer 5/8"Type-X gypsum board over al heat-preducing-equipment all unfinshed open
10d Common 6"Edge/6"Field
velars Note: Maximum wall height 110/120 mph zone, Exposure B 6 Spacing @ 16"o.c. Im.
4 For all anchors, see tv =Ldetcl1& is 14 feet,see plan for additional specflcation if applicable. FIGURE R602.e.1
TOP PLATE FRAMING TO ACCOMMODATE PIPING
PAGE 1 OF 2
I ( N
00
Anchor Bolt Note �t
An Anchor Bolt must be placed from 6-12"from Plate ends, seams and corners
Cn
Simpson HDU-5 Holddown I 00
Simpson HDU-5 Holddown 1 o
i W ° x
8"PC Found Wall I I l9 N 03
N x x `•
j030 kV.
61
Ladder Opening for Mezzanine � � °i_•
,.
:M
16"w x 8"d PC Footing
l 3 1/2"Steel Col I T L T L 10'-91/2" 9'-101/2" 101-8"
I I I I ` � K (2)1 3/4 x 91/2 LVL Hdr N O N E
—tj, Q j W - .pp 13/4 x 91/2 LVL Ridge
I _ _ 8—
(2)13/4 x.91/4 LVL Hdr _ _ I (� _ O O g
QNON �IN (14
_ (�.� _ _-0_ 3 N N �
I I I I Mezzanine for Storage N 12�a Z
x O
INN
Use 4000 psi Concrete for Slab I I 3 W
I and Walls 5/8 Anchor Bolt 26"O.G.Max I A Q
1 Embedment Depth Is 12" Minimum Op
IUse 2 Washers Min 11/2"In Diameter I 161
I I (10
I ISimpson HDU-5 Holddown
�Oaroge 8090 Garage Dr 8090 Garage Dr
(2)2 x 10 Hdr (2)2 x 10 Hdr (2)2 x 10 Hdr Roof planCon
" a
Simpson HDU-5 Holddown Foundation plan Z
z
0
U
Plan
Q
a
0
x
W �
U o
� w
12 w W o
7.21
� � O
C'7 �
4 WQ �
U � �
� W
H W
W W
� a
a x
C4
Q o
Right Elevation
Front Elevation near Elevation
Ridge Vent
"Simpson" LATA Ridge Strap
@ Each New Rafter 13/4 x.9 1/2 LVL Ridge Z
(See Detail)
Asphalt Shingles over 15# Felt
over 1/2"CDX Plywood Sheathing
over 2"x 8"R.R.@ 16"O.C.. "Simpson" 1-12A at All W
Provide Ice Dam 24"Wide from New Rafters
Face of Building. 2 x 4 C4 @ 48" O.G. 12 (See Detail)
7.21
Q Y
2x8CJ916"OC N
ig (2)13/4 x 91/2 LVL Hdr
(2)2 x 6 Plate Z A A Z
(2) 2 x 6 Plate Vinyl Siding over W A
C7
w
Q �
31/2 Steel Col over Tyvek over 1/2"Plywood
U A Q U
Sheathing over 2"x 6"studs SCALE:
@ 16"O.C.
1/4" '
Treated 2 x 6 Plate J\ K r0'P
Treated 2 x 6 Plate v� ° R'� �
6" PC Slab w/ cc
6 x 6 WWM Left Elevation — z
d+�O 0 0 A
----------———---—————————————————
8"PC Found Wall
DWG. NAM 9:
Jr.x 16"x 10"d
PG Col Ftg PLANS
s �
16"w x 8"d PC Footing
i 1-4"
24'-O" #3 Rebar Cont
DWG. NO.:
Right Elevation A - 2
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