HomeMy WebLinkAbout43078-Z .rzr=.rte
� `gOFOL,ycoGy Town of Southold 9/26/2019
P.O.Box 1179
W T 53095 Main Rd
�y,� o� � Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40724 Date: 9/26/2019
THIS CERTIFIES that the building SHED
Location of Property: 170 Ruth Rd.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 106.-5-35
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/20/2018 pursuant to which Building Permit No. 43078 dated 9/27/2018
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:
"AS BUILT"ACCESSORY SHED AS APPLIED FOR
The certificate is issued to Stavridis,Jack&Barbara
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
If ut oSe Signature
�gU�nc�coTOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
x'01 � Sao
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#: 43078 Date: 9/27/2018
Permission is hereby granted to:
Stavridis, Jack
12 Sarina Dr
Commack, NY 11725
To: legalize "as built" accessory shed as applied for. Additional certification may be
required.
At premises located at:
170 Ruth Rd., Mattituck
SCTM # 473889
Sec/Block/Lot# 106.-5-35
Pursuant to application dated 9/20/2018 and approved by the Building Inspector.
To expire on 3/28/2020.
Fees:
AS BUILT-ACCESSORY $364.80
CO -ACCESSORY BUILDING $50.00
Total: $414.80
Bui in pector
r
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 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$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location ofPro e PAO 9 (/
Property: � 14 H
House No Street Hamlet
Owner or Owners of Property: ljvIV— IWI�7jFA 1121
Suffolk County Tax Map No 1000, Section �� Block Lot
Subdivision Filed Map. Lot:
Permit No. .� 01
Date of Permit. Applicant:
IL
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one
Fee Submitted:$ "i
Applicant SlIgnature
��� a0f SOUL
hod y��o
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] FOUNDATION 2ND [ ]*ULATION
[ ] FRAMING /STRAPPING [ ] FINAL s#W -
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
o nn
DATE INSPECTOR
_ I
CHARLES" J. l31d.1 DJ. R.A.
ARCHITECT =' ,' v'
30 BETHESDA LANE D)
SAYVILLE, N.Y. 11782 '
TEL.- 631-244-9338 AUG 1 9 2019
FAX: 631-244-3978
RTJy9/,TMT-,TG!DEM".
Date: July 29, 2019
Town of Southhold
Building Department
54375 Main Road
Southold NY, 11971
Ref: Stavridis Residence
170 Ruth Road
Mattituck NY, 11952
TM# 106-5-35
Permit#43078
Attn: Building Department/Building Inspector
This letter is to certify the following items, that the depth of the concrete pier footings
installed at the above referenced residence for the as built shed ranged'between 36"- 38" below
grade and that the concrete used for these pier footings was mixed on site using Sakcrete High
Strength concrete mix in accordance with ASTM C387 specifications exceeding 4,000 psi after
28 days.
This letter is to also certify that the framing and insulation installed for the garage
conversion to living area at the above referenced residence was built in accordance with my
approved as built architectural drawings and in accordance with the Residential Building Code
of New York State.
If you have any questions please don't hesitate to contact me.
RED AIR
�osFpy�9T��� Very Truly Yours
* ► * Charles J Brudi RA
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FIELD INSPECTION REPORT DATE COMMENTS]
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FOUNDATION(IST)
-------------------------------------
'FOUNDATION(2ND)
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ROUGH FRAMING& y
PLUMBING n
INSULATION PER N.Y. y
STATE ENERGY CODE
WA 13 Mmtm- u
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FINAL _
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMFANT 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 -Nanning Board approval
FAX: (631)765-9502 �` --- survey C Eta p V,
SoutholdTown.NorthFor]Lnet PEIilVffT N®. 0 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 CD) Single&Separate
D
Storm-Water Assent Form
f� SEP 2 0 2018 Contact:
Approved4*A6Z"7 M 1?
ot- 2Q Mad to:
Disapproved a/cylj ,�l
Phone:
Expiration
Balding ector
APPLICATION FOR BUILDING PERMIT
Date ,20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Budding 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 atter the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housin code, gul ions,and i dmit
authorized inspectors on premises and in building for necessary inspections.
v
(Signatu of applicant or name,if a ,c��o//rporation)
IAAMO[ �
(Mailing address of applicant) ri
State whether applicant is owner,lessee,agent,architect,engineer,ge
neral contractor,electrician,plumber or builder
i'A 6q N
JU t�A� 11?1/;7
Name of owner of premises :� 1
(As on the tax roll or latest deed)
If applicant is a corporation,si r/14 duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Locati f land on whic ro d w will be done: l i
r {
House umber Street �`� Hamlet
CountyTax Ma No. 1.000 Section ®� Block Lot
P ,
Subdivision Filed Map No. Lot
bk
2. State existing use and occupancy of premises and' tendA usp ando cup cy pro ed constructio
a. Existing use and occupancy �/
b. Intended use and occupancy I k I
3. Nature of work(check which applicable):New Building ldition Alteration -�-�--�,
Repair Removal Demolition OA+15
� ther Wo �-
(Descnption)
4. Estimated Cost Fee
",� ' (To be paid on filing this appli ion)
5. 1f dwelling,number of dwelling unit Y/h Number of dwelling units on each floor 1H t5
If garage, number of cars KA
6. If business,commercial or mixed occupancy,specify nature and extent of eachtypeof use.
7. Dimensions of .Itin 1 structures,if any: Front Rear I Depth_
Height Number of Stories djt•
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
4,07
8. Dimensions offire new construction: Front RearAZ. Depth_IL,
4
Height , ( Number of Stories
9. Size of lot: Front Rear tDepth
-
10.
i 4- A� Pn-TwiA'vf 10. Date of Purchase Name of Former Owner .z e
11.Zone or use district in which premises are situated
, � r1 ,
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 X
14.Names of Owner o� se�S ���)"/ PMd ess Phone No. -22
l
Name of Architect Address Phone No Z '
Name of Contractor Address Phone No: '
15 . Is this property within 100 feet of a tidal wetland or a freshwater wetland? 'AYES 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.
18.Are there any covenants and restrictions with respect to this property?* YES NO_e�-
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF }
9/ j- �If U 1 being duly swom,deposes and says that(s)he is the applicant
(Name of indi idual signing contract)above named,
(S)He is the M WIVIf J
(Contractor,Agent, orporate 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 thi
day of OL A REI- Y
�F�O—JAOL4Votary Public, State of Ne
Re istra ion #01 RE63
Notary Public Qualified In Suffolk County ignature of Applicant
Commission Expires July 25,2020
CHARLES I BRU D
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OCT 2 2018 1
JJUMDING DEPT-
TOWN OF SOMOLD
30 Bethesda Lane-Sayville, NY 11782 cbrudi24@aol.com www.charlesjbrudiarchitect.com P:631.244-9338 F:631.244-3978
1
S.C.T.M. NO. DISTRICT. 1000 SEC11ON: 106 BLOCK: 5 LOT(S):35
TYPICAL CLEAN OUT
SLATE OR TO END
SUITABLE COVER
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60' WYE
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MAP OF CAPTAIN KIDD ESTATES #1672
DWELLINGS
W/PUBLIC WATER
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4' CHAINLINK FENCE 0.2'Nx S 87°11'00" E 100.00,
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23.6' � KRESHON
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DWELLINGS ..1 STORY: a
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GRAVEL R U7"H R 0 A
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APRIL 20, 2018
DWELLING
K. WOYCHUK LS VACANTTHE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
-.4-7001 W/ 100 WATER VACANT LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
U.P. 150 �- AND OR DATA OBTAINED FROM OTHERS
AREA: 12,500 SQ.F. or 0.29 ACRES ELE;V4770N DATUM: _NAVD88
UNAUTHORIZED AL7ERAPON OR ADDITION TO 7741S SURVEY IS A 140LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE!COPY. GUARANTEES INDICA7ED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT 7RANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JACK STAVRIDIS;
MAP OF: BARBARA STAVRIDIS;
FILED:
SITUATED AT: MATTITUCK
TOWN OF. SOUTHOLD
KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE # 18-47 SCALE: 1 "=20' DATE: APRIL 20, 2018 PHONE (631)298-1588 FAX (631) 298-1588
N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
d --
GENERAL MOTES DRAWING INDEX , 1.11, \
51
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11
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OOD AND P A5TIG5: 6LA55. WINDOW5 AND DOOR5: _ _ v`
w s L �� T-1 TITLE SHEET - ---- - @ '� �'� ``-1 �`'� - .
I. THE I_CONDITIONS: I. ALL WINDOWS SPECIFIED IN SCHEDULE ARE TO HAVE LOW-E INS ATINS CLASS WITH I. ALL STAIRS 5HN1 BE MANUFACTURED A5 NOTED ON THE!CONSTRUCTION DOC*01ENT5. � ��+�
I. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL i. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS.
LIABILITY INSURANCE OR AS REQUIRED BY LOCAL JURISDICTION. M015TURE CONTENT SHOULD NOT BE MORE THAN Iq% SCREEM AS LLR INDICATED.
FRAME 5Y5TEt"r;UNLESS OTHERWISE SPECIFIED,WITH FIBERGLASS
OF CONSTRUCTION INCLUDING 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES 2• �,,i4ef� TOR SHALL NOT INSTALL CLASS UNTIL PROPER CLEARANCES ARE PLUMBING: _ s�`��b � �P
2. ALL MATERIALS,ASSEMBLIES,AND METHODS N 1 CODE TABLES & NAILING SCHEDULE
BUT NOT LIMITED TO FORM-WORK,BLOCK,FRAMING,NAILING,PLACING OF REQUIRED BY LOCAL CODE OR APPROVED BY ARC 41TE OT. PROVIDED. I. SYSTEM
AS I SHALL INSTALL COMPLETE DOME-EVIG WATER SUPPLY AND SANITARY
CONCRETE,ETC,. ARE To BE CAREFULLY 5UPERV15ED BY THE CONTRACTOR 3. USE FINISH OR GASIN6 NAILS FOR EXPOS WORK;USE TYPE 'S' TRIM HEAD 3. ALL SLIDING OLA55 DOORS AND WINDOW CLASS WITH A SILL LESS THAN I8'ABOVE PROVED H INDICATED.
SCREWS FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FINISHED FLOOR;AND/OR A5 REWIRED BY GODS,SHALL BE INSULATED T� 2' ��HNT AND GOLD 5F#1TLOPE VALVES AT ALL FIXTURES. N-2 STRAPPING & MISC. DETAIL S
TO BE SURE THAT THEY ARE IN AGGORDANGE WITH THE DRAWIN65, 3. HASTE PIPING TO HAVE GLEANOUTS AT ALL GHAN6E� OF DIRECTION AND AT BASE OF
SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE. FURRING. SAFETY X56• VERTICAL WASTES.
3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND 4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A 4• ALL CLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT AID
ACCORDANCE WITH 4. PROVE 4'CAST IRON PIPING THROUGH FOUNDATION WALL PITCHED MIN. V4'PER FOOT. �
ORDINANCES. SATISFACTORY CONDITION FOR INSTALLATION. THE MANUFACTURERS SPECIFICATIONS. S. TRAP/WASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS, Z Q/ i-- Z
4. ALL WORK SHALL BE � IN ACCORDANCE WITH 6000 BUILDING 5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE 5. ALL WINDOWS ARE TO BE CAULKED AND SEAL®AS PER NYS.1't�t6Y GONLr�ERVATION DISHWASHER 2'
PARTICULAR APPLICATION, INSTALL IN ACCORDANCE WITH MANUFACTURER'S PROGODF I S' LAVATORY
51NtC 2' 0 LU 0 Q --�
PRACTICES. b. PROVIDE FLASHING PAPS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN b OF AN LAVATORY I-In' `� IJ ~ p-,Q
5. THE PREMISES SHALL BE KEPT GLEAN AT ALLT1ME5. EAC DAY UPON MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 1� SHHOWSR 2' A-1 FOUNDATION P LAN FLOOR PLAN AP R VEDAS NOTED q Z B
COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE b. PROTECT FROM DAMAGE 13Y OTHER TRADES WORKING ADJACENT TO THE '1. ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE
MATERIALS,TOOLS,RUBBISH,ETC.,GLEAN ALL GLASS AND LEAVE WORK INSTALLATION,AND REPLACE DAMAGED SURFACES. AS RISWIRD. TOILET 3'OR A5 PER RISER DIAGRAM-REFER TO RISER DIAGRAM � � Z L U
BROOM-GLEAN UNLESS OTHERWISE SPECIFIED. 1. REMOVE EXCESS ADHESIVE AND GLEAN SURFACES USING MANUFACTURER'S D. ALL 6LA65 15 TO BE FREE OF 5GRAMMS AND IMFERFGTIONS AND 6UARANTEED BY 6. ALL VENTS TO BE 40 DIAMETER WHERE THEY PENETRATE THE ROOF. DATE: B.P.� � �
SECTION A-A ELEVATIONS & DETAILS
6. ALL DIMENSIONS AND CONDITIONS ARE TO 13E FIELD VERIFIED. THE RECOMMENDED SOLVENT AND GLEANING PROCEDURES. THE COMPLETION.
MANUFACTURER FOR A PERIOD of NO LENS THAN I YEAR FROM DATE of FINAL. 7. ALL SYSTEMS TO HAVE ONE 4'OR TWO 3'MAIN VENT STACK INCREASED TO 4'THROUGH T T � BY: 7 q �- W J 2 H
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN 8. FILL IN ALL SEAMS WITH MANUFACTURERS APPROPRIATE COLOR SEAM coM>'LEE1oN THE ROOF. FEE:
� Z � lyp� (rz
q. WINDOWS AT HABITABLE SPACES SHALL MEET EGRESS REaI11RHVEMS A5 STAT'ED IN TINE 8. THE WATER SUPPLY AND SEWAGE DISPo�.�AL.SYSTEM SHALL COMPLY TO 1'FE APPLICABLE NOTIFY BUILDING DEPARTMENT AT � q �U
WRITING BEFORE PROGiSDIN6 WITH THE WORK AFFECTED BY SAME. �M'a N.YS.CONSTRUCTION RULES AND REM ATION5 SECTION-114.1 abtc.
1. DRAWINGS NOT TO BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TAKE q. ENSURE THAT ANY AND ALL WOOD AND PLASTIC USED COMPLY WITH ALL 10. WINDOWS IN BUILDINGS LOGATED IN WIND BOURNE DEBRI5 REGIONS P20MRH WIND ZONE COUNTY AL OF ENT OF HEALTH MU STANDARDS AND RE611LMTONS. 7
MUNICIPALITY REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED OR WITHIN I MILE OF THE OCEAN,BAY OR SOUND SHALL HAVE GLAZED OPENINGS a. APPROVAL OF ALL PLUMBING MUSE BE OBTAINED FROM APPROPRIATE LOCAL.
765-1802 8 AM TO 4 PM FOR THE H- � �L
PR>=-GEDENT, AtrrfloRlTlFs PRIOR To coNCEAI�•tr. FOLLOWING INSPECTIONS: `
8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND RATINGS. PROTECTED FROM WIND BOURNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A l0. PRIOR TO ORDERING,CONTRACTOR SHALL SUPPLY CUTS OF FIXTURES FOR OWNERS q
THEREFORE SHOULD BE EXAMINED THOROUGHLY PRIOR TO PROGEEDING WITH lo. REVIEW THE TENANT CRITERIA IN REGARDS TO USING WOODS AND PLASTICS PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE RMIDENTiA .CODE OF NEW I. FOUNDATION - TWO REQUIRED
THE WORK AS THEY TAKE PRECEDENT OVER SMALLER SCALE DRAWIN65. AND INSTALL NO SUCH MATERIALS WHEN DEEMED UNACCEPTABLE BY THE YORK STATE.GLAZED OPENING PROTECTION FOR WIND BOLANE D®TRIS SHALL MEET TIE
II. NOR SHALL NOT Orr,Eo15Ts,STUDS,OR OTHER STRUCTURAL ME?•®ERs wlTliour FOR POURED CONCRETE
q. LANDLORD/OWNER. IF THESE PLANS AND SPECIFICATIONS GALL FOR ANY REWIREMENT5 OF THE:LARGE MISSILE TEST OF ASTM EM6 t ASTM EI886 EXG�TiON: THE APPROVAL OF THE ARCHITECT.
10. OSHA USUCH S AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL SMATERIALS To BE INSTALLED IN A SITUATION NOT APPROVED BY THE WOOD STRUCTURAL PANELS WITH UM A MINIMTHIC40IM5 IU
OF-1/16.0I.InW AND A MAXIMUM 12. UNDERGROUND COPPER SNAIL BE TYPE'K•COPPER• 2• ROUGH
F - FRAMING & PLUMBING
SPAN OF 8'(24'3&rm)SHALL BE PERMITTED FOR OPENING PROTECTION ON ONE AND TWO 13. ALL SOLVERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FRS.
3. INSULATION
TIMES DURING THE COURSE OF THE PROJECT. LANDLORD/OWNER,CONTACT THE ARGHITEGT IMMEDIATELY. STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENIN66 WITH 14. PROVIDE FULL METAL,STRAPS AND HANGERS TO ENSURE PROPER INSTALLATION OF ALL 4. FINAL - CONSTRUCTION MUST
11. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO HAVE SAID SEALANT AND GAULKIN6 ATTAC.1iNENT HARDWARE PROVIDED.ATTR SHALL BE PROVIDED IN PIPING.
WORK BE FREE OF DEFECTS• 1. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL ACCORDANCE WITH TABLE 830.2.2.1.2 OR SHALL BE DM16NM TO RE515T THE 15. WRAP ALL PIPING WITH INSULATION OF 5UFFIGIENT THIUQNE55 TO 5AT15F1'THE BE COMPLETEr
12. CONTRACTORS SHALL REVIEW ALL SHOP DRAWIN65 PROVIDED BY 50 SPECIFICATIONS TTS-1543 OR FS TT-5-230 TYPE '11',CLASS 'A'. PROVIDE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS EDN61N9RIN6 REQUIREMENT5 FOR HEAT FLOW,VAPOR F..OW AND HEATHER-PROOFING IN I� JInNI ■
CONTRACTOR FOR COMPLIANCE TO THE CONSTRUCTION DOCUMENTS AND AC40L TlC� SEALANT WHICH SHALL BE PION-I ARDENIN6,NON-DRYING OF THE BUILDING GORE OF NEW YORK STATE. ACCORDANCE WITH THE RESIDENTIAL GORE OF NEW YORK STATE AND ALL LOCAL CODES REQUIREMENTS OF T EWEOTHEiN SUBMIT SAID APPROVED DRAWIN65 TO THE ARCHITECT FOR SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM gO% SOLIDS. USE AT CARPENTRY 4 LUMBER: HAVING JURISDICTION. Y S �/13. NO 5U136TITUTIONS SHALL 13E MADE EITHER DURING BIDDING OR AL INTERIOR JOINTS AT INPLER SECTIONS BETWEEN PLANS. AROUND DOOR I. ALL 1 AND GONNECTIONs SHALL BE Ix ACC.ORDANIGE WITH RESIDI9NT,AL GORE OF ELECTRICAL: SITE If�I O LOCA° � C CTP iiiGOSU135T M WITHOUT WRITTEN APPROVAL RI THE DDING ECT. SUBMIT ALL AND WINDOW FRAMES PRIMEF:SHALL BE MADE OR RECOMMENDED BY NEIN YORK STATE AND ALL LOCAL CODES HAVING JURI5DICTiON AND WITH THE NATIONAL ES N JSEALANT MANUFAGTURI3R FOR THE Sf'E-GIFIG CONDITIONS AND Sl1B5TRATES. M 516N SPECIFICATIONS FOR STRESS GRADE LI BER AND ITS FASTENING5. LU�BE2 15 I. ALL WORK SHALL COMPLY WITH THE NATIONAL 13LCTRICAL CODE AJD ALL STATE, C6
INFORMATION NECE55ARY TO EVALUATE SAID PRODUCT OR SYSTEM LOCM'AID UTILITY COMPANY GOOFS Alm REGULATIONS. s, 111 " � � q
2. PROVIDE BACKING MATERIAL BY DOW 'ETHAFOAM" OR APPROVED EQUAL. TO BE#I1FiN15H®AND INSTALLED WITH ALL FASTENERS,ANCHORS,BL ouuNNG,BRIDGING, 2. CONVENIENCE OUTLETS SHALL BE LOCATED 12'ABOVE FINISHED FLOOR UNLESS ® Z id M 11--' .
AGAINST THAT SPECIFIED PRIOR To INCLUDING SAME IN EITHER THE BILL OR APPLY SEALANT OVER BACKING TO UNIFORM THIGKNE55 IN CONTINUOUS SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE.TOB. ALL STEEL BOLTS OTN�rSE INDICATED. ALL SWITOU-5 TO BE LOCATED 420 ABOVE FINISHED FLOOR 'q t- 61 0
.THE SKr• GON•EGTTNN5 WOOD MEMBERS SHALL BE SUPPLIED WITH,AND T16HTT:N M AeAINN5T STEEL BFAD�' FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH u�OTHERWISE INDICATED A5 PER RE51vEanAL CODE of NEW FORK STATE.
14. ALL DRAWINGS PROVIDED FOR THIS PROJECT 13Y THE ARCHITECT SHALL BE THE SKIM BEAD WILL NOT BE ACCEPTED. WA6FER5 OR PLATES. JOIST HANSER5 AND CONNECTORS AND HARDWARE MUST BE g. SUPPLY RECOMMENDED LAMPS M ALL FIXTURES. ^ ' (Yl 1
INSTALLED 1N ACCORDANCE WITH BUILDING CODE REMIREMEI'M AND A5 PER REQ'D PROWD 't ' �
RETURNED UPON COMPLETION OF THE WORK. 3. ALL SURFACES SHALL BE ADEQUATELY GLEANED AND PREPARED IN MANUFAGTURLRS SPC,GIFIGATioNS. WORE FA5T8NNR5 ARF NOT SPECIFICALLY INDICATED 4. INSTALL EXHNAlU5T FAM5 IN BATHS AND POW ROOMS DUCT ALL FANS TO THE EXTERIOR ZONE: 840 19 'Q ?-; 't '1 b
15. BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BID FORMAT SHALL. NOT AGC,ORDANC.E WITH MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO OR SPECIFIED,THEY SHS BE FURNISHED IN ADEdJATE NUMBER AND SIZE AND SHALL. 5. INSTALL HARD WIRED SMOKE DETECTORS THROUGHOUT As INDICATED AND As PER COMPLY WiTH ALL CODES OF m Q Z C -
BE CONSIDERED. DETECTORFESANDDENICARBON MONOXIDE DDETEGTOR NEAR BOILER.CODE OF NEW YORK STATE AND AT TOP OF R PROVIDE HEAT SITE AREA 12,500 5F c tp .� ^ -16
INSTALLATION. C.OMIPL_Y WITH THE WAILING Su�UL E AGC.ONIPANLYIN6 THESE NEW YORK STATE & TOWN CODE ■ lUl
SITE WORK: 4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE AND CAULK AROUND ALL SPECIFICATIONS. OUTLETS IN ALL
EQUIPMENT To CREATE A GLEAN,T16HT AND WATERPROOF SEAL. 2. ALL FRAMING,UMBER,FLOOR JOISTS,HEAVERS,WOOD POSTS,BLOCKINN6 AND ALL ROOF b' SUPPLY
GW�E MOISTURE 15 PRESENT NO AS D AND
T�NCOODDE OFF NEW F.Y. SETBACK 35.0' 441.8' S REQUIRED AND CONDITIONS OF ' � � � � �'
I. STAKEOUT IS To BE PERFORMED BY A LICENSED SURVEYOR STAKING AND RAFTER5,INTERIM AND EXTERIOR WALL STUDS SHALL BE DOUGLAS FIR LARCH sl
LAYOUT ARE To ESTABLISH ALL LINES AND BENCHMARKS AND VERIFY ALL 6RADE WITH AN Fb- 1000 P5.1.AND AN Em1,'100,000 UNLESS OTTER ISE INDICATED A5 STATE. `u }- -1 %,
GIVEN DATA ON DRAWINGS. IN CASE OF DI5CfUFANNCY,RECEIVE T5YP5UM WALL BOARD: SHOWN ON AGGOMPANYINI6 STRUCTURAL CALGULATIONN5. T.. SEPARATE TERN T5 SHALL BE PROVIDED FOR APPLIANCES A5 REQUIRED. R.Y. SETBACK 35.0' 50.0' �v --. } �' V
8a PROVIDE EXTERIOR WEATHERPROOF OUTLETS AS INDICATED ON PLAN.
CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING. I. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH 3. ALL ROOF AND WALL PLYWOOD PANGS SHALL BE EXTERIOR EXPOSURE•1 WX GRADE, W 0 )- "
q'. THE CENTER OF THE!L£GTiRIGAL AND COMMUNICATION REGEPTAG.E OUTLETS SHALL BE i � I
2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65,STOCKPILE REQUIREMENTS OF ASTM 336. WITH FX TRIM GLUE,AND SHALL MEET THE REWAREiENT5 OF THE LATEST EDITION OF IN5TALLM NOT LESS THAN 15'ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER 5.Y. SETBACK 10.0 141.7 ' r' OARD Q -i X
TOPSOIL OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS EDGES AND CORNERS. THE US.PRODUCT STANDARD PS-1,AND SHALL BE IDENTIFIED WITH THE; APPROPRIATE
, GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES,INTENDED TO BE U6GED BY � U.l � 'Q
EXGAVATTD MATERIAL AT THE SITE. 3. WATER RESISTANT 6YPSUM WALL BOARD SHALL BE 1/2' THICK TAPERED GRADE TRADEMARK OF THE AM MIGAN PLYWOOD ASSOCIATION. SUB-FLOOR PLYWOOD THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING MD RECEPTACLE � ' �
TO BE 3/4'THICK AND ALL WALL PLRWIooD TO BE In'TH1GK. ALL ROOF PLYWOOD TO T.S.Y. SETBACK 25.0 43.6 OUTHOLD TOWN t TEES � � 1- �- �
S. NEW AND EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE FREE OF AND ROUNDED EDGE%AND 514ALL BE INSTALLED IN WET AREAS AS BE BE THICK NO M A TO BE USED WITHOIUT BE It2N HICK. ALL FROM THE OUTLETS,APPLIANCES OR COOKING,HEATING AND VENTILATING EQUIPMENT SHALL.NOT
BE MORE THAN 48 ABOVE THE FLOOR = _ __
WEEDS,TREE ROOTS,ROCKS AND DEBRIS. INDICATED ON DRAWINGS. USE I/2 GE TITITTOUs BACKER BOARD (MINS ARCHITMT. MAX BLDG. HEIGHT 35.0 15 -10 E
4. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL BEHIND ANY TILE INSTALLATIONS. 4. ALL WOOD POSTS.RE5TIN6 ON TOP OF CONCRETE WALLS SHALL HAVE CLIP ANGLE MEGHANIGAL: i
SHALL BE REMOVED FROM THE SITE. 4. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM 6646 UNLE55 OTHERWISE ANCHORA6E TO CONCRETE BASE. ALL POSTS RESTING ON TOP OF 5TEE_BEAM SHALL I. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK AND OTHER 115 F-� T �G H F.D
5. PROTECT ALL TREES WITHIN 25' OF THE BUILDING AND TH05E A5 INDICATED NOTED OR INDICATED. PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR HAVE CLIP ANGLF5 BOLTED OR W6 DED TO THE FLAM M OF THE STSs BEAM. PROVIDE APPLICABLE NATIONAL AND STATE CODES INCLUDING THE INTERNATIONAL MECHHANIGAL U
TO REMAIN WITHIN 50' O: CONSTRUCTION AREA - PROVIDE PROTECTIVE ATTACHMENT OF WALL BOARD TO METAL FRAMING AND TYPE '5' PAN HEAD SOLID 151-000M,UNDER ALL POSTS TO SOLID BEARING. CODE,A5HRAE STANDARD,INTERNATIONAL BUILDING GODS,THE INTERNATIONAL.FUN..6A5 ' '
5. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE OR EXPOSED To R.Y. SETBACK (accessor ) 5.0 7.6
CONSTRUCTION FENGIPI6 AT THE DRIPLINE OF ALL TREES TO REMAIN. SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. CODE,oSHNA,NEPA,ASME,AN51,SMv�rw,,AND A5HRAFJEPAM_STANDARDS. ALL WORK
6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING(EAGK FILLING) 5. PROVIDE ALL INCIDENTAL AND ACCE55ORY MATERIALS,TOOLS,EQUIPMiENT THE EJ9MBNTS MUST 8E PRESSURE TREATED. RETENTION AND PENETRATiONS IN SHALL ALSO COMPLY WITH ALL APPLICABLE LOCAL GODES,LAWS REGULATIONS,AND : � ET11
AC 0ROANGE WITH THE AWA 5TANDARD�' GI AND 02 FOR WATER BORNE PRMMVATIVE ORDINANCES. S.Y. SETBACK (accessor ) 5.0 5.1 C, 46
ANY EXCAVATED WORK AND METHODS REQUIRED FOR SAT15FACTOTRY COMPLETION OF &YPStUM TREATMENT. y
1. NO BAUD FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE WALL BOARD CONSTRUCTION INCL.UDIN6 ACCESS DOORS AND PANELS. b. FASTENERS AND HANGERS,ETC.TO BE 'S1MP5ON'OR APPROVED SWAL IN SIZE AND 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SWOP DRAWINGS INDICATING DUCT LAYOUTS, ' �
INSTALLATION OF TEE: FIRST FLOOR FRAMING SYSTE=M IN PLACE AND WITHOUT 6. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ex)GE5 A5 RE wiRED AND INSTALLED A5 PER MANUFAoTURE R's 5PEGIFIGATIONS. CONDENSM�''°`TiAC�T SIZES ETC. RU ARCHITECT PRIOR TO I AND NOTIFY
MAX HEIGHT (accessory) 18.0 I I.5 /
PROPER BRAGIN& OF WALLS. NO MACHINES TO RIDE WITHIN 10' OF ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS MECHANICAL F MY MGTOR C 8E1/IBN STRUGTi1RW_SHOP INTENT
AND NOTIFY THE
ARCHHIT'EGT OF ANY hEGHMIIGAL AND STRUCTURAL DESIGN INTENT GONFL.IGT'S PRIOR TO
FOUNDATION WALLS AFTER BACK FILLING 15 COMPLETE. AND OTHER PROTRUSIONS THROUGH WALL BOARD WHERE SEALANT 15 1. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING JOISTS V-0'O.G.MAXIMUM C,N,TRUISTI0N.
8. ALL BEARING SOIL 15 ASSUMED To BE OF A SANDY WELL DRAINING MIX WITH E>0205M. PROVIDE POLY5ULFI0E SEALANT WARE UNEXPOSED. PROVIDE SPACING. SECURE BOTTOM OF BRIDGING AFTER 5UBFLOOR HA5 BEAN NAILED. NO METAL 5. ALL WORK SHALL 13E DONE IN A NEAT AND EFFICIENT MANNER AND 50 AS To NOT
A MINIMUM SOIL BEARING CAPACITY OF I TON/SQ.FT. NOTIFY ARCHITECT IF ACOUSTIC SEALANT. CROSS BRIDGING SHALL HE USED. NEEDLE55LY DAMAGE ANY PORTION OF WORK PEFJ20RMiW BY OTHERS. EXIST FIRST FLOOR 1,3c{4.0 SF.
SOIL CONDITIONS VARY FROM THOSE ASSUMED HERE PRIOR TO 1. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY 8. Al GARPEMRY MAANDSP TO BE INSTALL®A5 PER MANUFACTURER'S
INSTALLATION OR OF THE WORK. STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED RECOMMENDATIONS S T SPECIFICATIONS.
25 EXIST SHED 208.3 S.F.
q. ALL EXTERIOR WALLS TO BE 2x4 OR 2'xb O I6 O.G.DOUGLAS FIR LARCH 01 GRADE SECTION 8312 GUARDS
q. SITE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DESIGNATED PARKING OVER JOINT;APPLY SKIM GOAT. AFTER TAPING AND EMBEDDING COMPOUND WITH AN E�I,TOO,000 WITH inYAX PLYWOOD GaVERED WITH TYVEHG FELT OR OTHER
AREA FOR WORK VEHICLES AND UNLOADING AREA SHALL BE SET UP 50 AS IS DRY,APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE; APPROVED SQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING 8312.1 Guards. Porches,balconies,ramps or raised floor surfaces located more OCCUPANCY OR
TO MINIMIZE DISTURBANCE TO THIS 517E OR ADJACENT NEIGHBORING SITES. FIRE TAPE PENETRATIONS AT DEMi151N6 WALLS,CORRIDOR ENVELOPE AND WOOD TFL65E� OR J015T5 TO BE CONSTRUCTED 50 THAT A 5TUD 15 LOGAT®AT THE than 30 Inches (162 mm) above the floor or grade below shall have guards not �p
10. ALL MATERIALS STORED ON SITE SHALL BE ELEVATED FROM GWIRADE 50 A5 OTHER RATED ASSEMBLIES. BEARING POINT OF FAUN WOOD TRUSS OR JOIST.UMLE55 NOTED OTHERWISE less than 36 inches (4114 mm) In height. Open sides of stairs with a total rise of TOTAL FLOOR AREA 1,602.3 S.F. USE IS UNLAWFUL
To ELIMINATE CONTACT NTH WATER AND To BE PROTECTED WITH TARPS. 8. PROVIDE FINAL FINISH THAT 15 SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR lo. WOOD STUD WALLS OR PARTITIONS EXCEEDING W-Om IN HInches 1E16HT 5HALL HAVE HORIZONTAL more than 30 s (162 mW Canova the floor or grade below shall have guards
ANY OTHER SURFACE BLEMISH, AND READY TO RECEIVE PAINT. SMOOTH HALL BRIDGING OR BE ADEMATELY BRACED AT INTERVALS NOT EXCEEDING 6'-0'AT not less than 34 Inches (664 mm) in height measured vertlGally from the nosing of lot coverage (20% MAX) 12.82%
" 1/2 POINT��"Y IN
AN APPROVED MA's the treads. WITHOUT CERTIFIC,�T
CONCRETE AND FOUNDATION: FINISH TYPICAL,uO.NL ON PLANS. 11. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES,
I. ALL WORK To BE PERFORMED IN CONFORMANCE WITH THE LATEST PRINTING AND STAINING= CHIMiNEYS,BETWEEN FLOORS,FLOORS AND CEILINGS,AND ALL.OTHER CONCEALED t
STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY A.G.I.WORKSPACES. MAKE ALL JOINTS SMOKE T16W AS PER RESIDENTIAL CODE OF NEN YORK Porches and decks which are enclosed with insect screening shall be equipped OF OCCUPANCY
2. ALL CONCRETE OR MASONRY WORK SHALT_ BE DONE DURING TEMPERATURES I. PROVIDE PAINT FIN1511 FOR RUIL.DINN6 AND OTHER SURFACES AS 5TATE REMIREMENT'5. with guards where the walks surface Is located more than 30 Inches (i'62 mm)
5C+EVULED ON DRANIN65 OR AS SPECIFIED HERE-IN-AFTER No PAINT FINISH
OF MINIMUM 28 DECRIES F. AND RISING. 12. MAXIMUM RISER HIEI6HT OF ALL STAIRS SHALL TGE 7-3/4'AND MINIMUM TREAD SHALL BE above the floor or grade below.
15 REQUIRED ON= ITEMS HAVINC, COMPLETE FACTORY FINISH,EXCEPT AS
3. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15 PLUS I-1/60 NOSING,ALL IN AGGORDANGE WITH RE5117ENT1AL GORE OF HEWN YORK ,
MAY BE SPECIFIED HE-REINA F`T�
R,PUTTY AND /OR SEALANT AT ALUMINUM STATE OR A5 SHOWN ON DRAWINGS. STAIR WIDTH BETWEEN HABITABLE 5PAGE5 AT
4. NO ADDITIVES SHALL BE ALLOWED WITHOUT W+lR:iTTEN P13RMI55lON OF THE WINDOWS;NONFERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE DIFFERe,tr FLOOR LEVELS,SHALL BE NOT LEW THAN 3'BETWEEN HANDRAILS OR 83122 Guard opening limitations. Required guards on open sides of stairways,
ARCHITECT. PAINTING SCHEDULE;STAINLESS STEEL; INTERIOR OR EXTERIOR OF E:XI5TIN6 BETWEEN HANDRAIL AND A WALL. STAIRS TO A OR CELLAR SHAW_BE NOT raised floor areas,balconies and porches shall have Intermediate rails or
5. ALL CONCRETE 15 To BE MINIMUM 3000 P.S.I. FOR WALLS AND FoorlN65, ,
3500 P.S.I. a SLABS AT 28 DAYS UNL.E55 THERWI5E SPECIFIED ON PLANS. BUILDING,EXCEPT WHERE ALTERATIONS OC.CAR OR WHERE SCHEDULED. PAINT LE56 THAN 3 WIDE ornamental closures which do not allow passage of a sphere 4 leaches (IOZmrrJ
b. PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY NY.5.0.R.R. GRILLES AND DIFFUSERS. NO PAINT 15 REQUIRED FOR INSULATING PIPING, 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CAONFORMANCE WITH GOOD TRADE or more In diameter.
EXCEPT WHERE EXPOSED IN FINISHED,NON MECHANICAL ROOMS. PRAancz,MANUFACTURERS RECOMMENDATIONS AND IN WITH THE
7. PROVIDE DEFORMED BARS CONTINUOUS IN THE FOOTING AND A GONTINUOl1r RESIDENI AL CODE OF NEW YORK STATE,INCLUDING THE FOLLD INC: � tom= RETAIN STORM WATER RUNOFF W a'
2X KEY BETWEE=N THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT P t �
I
D. PROVIDE WALL REINFORCING AS INDICATED ON THE PLAN. CAUSED BY TH15 WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF 15A FASTEN SECURELY ALL PARTS OF GA PENTRY WORK IN THEIR PROPER PLACE AND .The triangular openIngs formed by the riser,tread and bottom rail of a guard PURSUANT TO CHAPTER 236 0 W
q. ANC+iORED BOLTS IN CONCRETE SHALL BE HOOKED 3/40 X 12' AT A MAXIMUM THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, AS PER 6NGL05ED NALING 5CH�ULE. BRACE,PLUMB AND LEVE.ALL MEMBER5 AND at the open side of a stairway are permitted to be of such a size that a sphere OF THE TOWN CODE Z
3' O.G. AND NO MORE THAN I'-0' FROM CORNERS. ME C44ANICAL DIFF USER5,6RILLL-5,E5GUTCHEON5, REGI5TER5,5UIRFACE 5ECA RE WITH 5U 101047 NAILS,SPIKES,AND BOLT'S TO ENSURE RIGIDITY. b Inches 052 mTTJ cannot pass through. .
10. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN 5LAE35 AND FOUNDATION HARDWARE,FITTINGS AND FASTENING✓ PRIOR TO GOMME4GIN6 THE WORK. 13B. LAP JOISTS OR TRUSSES OVER BEARING BEAM TO BE SECARM TOGETHER. SECURE Z Openings for required a guards on the sides of stair troads shall not allow a W
STORE GLEAN AND REPLACE UPON COMPLETION. BUTTED JOISTS WITH I'WIDE 13Y 160 METAL STRAPS AND TWD Dd NAILS TO EACH quire ' 0
WALLS. JOIST. sphere43/8 inches (TOT mm) to pass through. � 'Q
11. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING 3. PAINT CONTRACTOR SHALL NOTIFY THE 6ENEIZAL CONTRACTOR IF ANY 13 G. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST I-V4'WIDE IN BOTH
CAPACITY OF I TONS/'SQ.FT. OR AS PER 516N® AND SEALED DESIGN SPECS. PIURFAGE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TORODUCE PROPER FINISH. APPLY NO FINISH MATERIAL ON AN UNSUITABLE DIRECTIONS FOR SEC.URIN6 SUBFL.:OORIN6 DRYWNAdL,ETC,.AND FOR WRFAGES WITH N lu � �'
OF A PROFE55IONAL ENGINEER,LICENSED IN N.YS. PFRAMING MEMBERS,OR WITH 2'WOOD BL.00CING SECURED WITH AT LEAST TWO 8d Z W
12. PROVIDE= WELDED WIRE MESH REIN--ORGIN6 IN SLABS AS INDICATED ON THE SURFACE UNTIL THE UNSUITABLE SURFACE HAS BEEN MADE SATISFACTORY. PROVIDE 50LID BLOCKING FOR GROWN MOLDINGS,CASING,BASETRIM OR OTHER Q 19 3: B
4. FINISH WORK SHALL BE UNIFORM,OF APPROVED COLOR,SMOOTH AID FREE MILLWORK AND CARRNTRY A5 REaUIRED. _I U1
13. ALLLFFOUNDATION HALLS SURROUNDING BASEMENT AREA SHALL BE COATED. FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR 13D. PROVIDE DOUBLE JOI5TSNRI)55E5,AND HEADER AT KATER CLOSET DRAJN BBmU S CL � Z
CONTRACTOR TO ASSEMBLE A WHIGH X 8' LANG SAMPLE WALL INDICATED COLORS SHARP AND GLEAN. WHERE HIGH GLOSS ENAMEL 15 USED,L16HTLY AND AT ALL VE NT MD MECHANICAL.OM NIM 2.OR MORE IN WIDTH UNLETPLOT PLA 1 : 20 0 -FROM FOOTING TO BELOW FINISHED GRADE LINE, FOR ARCHITECTSSAND UNDi RC.OAT TO OBTAIN A SMOOTH FINISH GOAT. OTHLRWI5E DIRECTEDBY ARCHITECT. TIT 0 V
5. PROVIDE ALL NEWLY PAINTED SURFACES WITH(1) ONE GOAT TINTED PRIMER 132. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN 5TRIGT
APPROVAL PRIOR TO COMMENCING THE WORK ACCORDANCE WITH NAILING SCHEDULE• INCLUDED IN THESEV) 0 p
14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES ( EU
5 PER TRUCK) TO 13E SENT AND A MINIMUM OF (2) TWO GOATS FINAL COLOR GOAT,NNLEss OTHERWISE SPFIGATIONS OR AS HEREAFTER NOTED: I 4' tr
TO A TESTING LAB TO BE BROKEN OPEN AND TESTE=D AT 1, 14 AND 28 DAYS RECOMMENDED BY MANUFAGTUIRER'S SPiDIFICATION5) TO PROVIDE A SOLID, 132.1. SECURE SOLE PLATES WITH I6d NAILS 16'O.G.THROUGH SUBFLOORING MD INTO �u > ^ H
RE5PEGTIVELY. NOTIFY ARCHITECT OF RESULT'S WITHIN 24 HOURS OF UNIFORM AND DURABLE FINISH.ALLOW PROPER DRYING TIME BETWEEN FRAMING OR BLOGN6
KI .
OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING COATS. 1322 ER
STUDS NOT LESS THAN 2•X b•OR 2'X 4'a 16'OG.FOR EXTERIOR OR INTERIOR L1''
THE VOLUME AND STRENGTH of CONCRETE DELIVERED EACH DAY. b. DELIVER ALL PAINT TO JOB SITE IN UNOPENED GONTAINEIRR5 BEARING THE 1�2>s PLATES w,�RESPECTIVELY,n DO"�®sAROUND Ar O�"L�AND 5��T�� NOTE: THI5 PROPERTY 15 LOGATED Addition.l N
15. ALL CONCRETE TO BE POURED MONOLITHICALLY,NTHOIJT GOLD JOINTS, PAINT*
USE LABEL,AND SHOWING PAINT TYPE, SHEEN AND COLOR. 132.4. FRAMING TO COORDINATE WITH THE WORK OF OTHER TRADES. WITHIN ONE MILE OF THE GOA5T AND IS
UNLESS PERM155ION 15 OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO ?. PAINT TYPES USED SHALL BE MTHOSEATERIAL
SPECIFICALLY NHALLY THEY
RECOMMENDED LLBEA BY THE ISP-5. PROVIDE TWO(2)2'X 40 WITH FULL L D46M KING POST STUDS AT THE END OF ALL Cez't><flcBtiOF3
�OF SAME. MANUFACTURER FOR THE MATERIAL ON TO WHIGHf THEY LULL 13E APPLIED. HEADS UNLESS OTHERWISE NOTED OR APPROVED. THEREFORE WITHIN THE WIND BOURNE May Be H-
PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURERS INSTRUCTIONS FOR 132.6. PROVIDE SOLID BEARING FOR ALL TRU55E5,JOISTS,RAFT13R5,GIRDERS,POSTS,ETC. d Requira,
MA50NRY: PROPER APPLICATION OF THE PAINT. O.E.71. UNLESS NOTED OTHERWISE PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL DEBRIS ZONE.
I. ALL GONCPHM BLOCK 15 TO HAVE TM-0-HALL" REINFORCING EVERY 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY GLEANED,AND OPENINGS IN SIZE TO MATCH ADJACENT FRAMING.
SECOND COURSE. FILL TOP COURSE SOLID. ALL FOOTIN65 SHALL BEAR PRL TARED FOR PAINTING PRICR TO APPLICATION O: PAINT. PROVIDE lap. SUB-FLOOIRING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS,NAIL WITH � - 5 81' 1100' E - - - 100.00,ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQ.FT. VENTILATORS AS REQUIRED TC PREVENT BUILD-UP OF FUME*'. 6d GOMDON NAILS 6'OZ.ALONG SUPPORTED EDGES AND 10'O.G.AT INTERMEDIATE
2. MORTAR MIX TO BE ONE PART PORTLAND CEMENT,ONE PART LIME PUTTY, q. THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS SUPPORTS,BREAK JOINTS IN ADJACENT COURSES,LOCATE END JOINTS OVER r
SUPPORTS AND DRIVE MAILS FLUSH OR SLIGHTLY BELOW SURFACE. IJNDERI AYIMENT, I
AND SIX PARTS SAND,OR ONE PART MASONRY GEMENT AND THREE PRIOR TO SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF WHERE�UIRED,SHALL BE 51MILARLY INSTALLED. tr
PARTS SAND. PROVIDE HE DED WIRE MESH REINFORCING IN WALL,OR AND APPLY PRIMER TO SURFACES REGEIVIN6 PAINT,OR STAIN WOOD. SAND 135. ROOF SHEATHING 5HALL BE LAID WITH FACE GRAIN AT R16W ANGLES TO SUPPORTS,
FLOOR SLABS AS INDICATED ON DRAWINGS. ALL WOODWORK TO A SMOOTH AND EVEN FINISH BETWEEN GOATS. LOCATE END JOINTS OVER SUPPORTS,STAGGER JOINTS,PROVIDE METAL 'H'CLIP AT I I to
3. CONTRACTORS TO ASSEMBLE A 4' HIGH X 8' LONG SAMPLE WALL INDICATING 10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF JOINTS AT 51DE5 OR PANELS HEN SPACING OF SUPPORT5 15 6REATM THAN 16VZ. " F
THE EXACT EFFECT OF ANY MA50NRY SURFACE,FOR THE ARUHITECT5 FINAL FINI5H, IN ACCORDANCE WITH MANUFACTURERS SPEGIFIGATIONIS 13N. FURRING,WARE REWIRED TO BE TIRE TO LINE,Nor OVER I6 OL.AND FASTEMM
APPROVAL,PRIOR TO COMMENCING NTH THE WORK. 11. PRIM BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO SECURELY TO SUPPORTING SURFACE. d"i � ' 6. I ' a
4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND GEMENT FILL. INSTALLATION. FILL ALL CRACKS AND HOLES WITH PLASTIC WOOD OR
5. PROVIDE BRICK VENE3�?TIES (RIOT 6ALVANI�D)m20" O.G.VERTICAL AND Ib' PUTTY. THoROU6HILY GLEAN SURFACES AND APPLY N10 FINISH UNLESS 14. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER I/2" Y.OhFORT p °d
O.G. HORIZONTAL EACH WAY TIED INTO WOOD FRAME OR BACKER SURFACES ARE DRY AND READY FOR APPLICATION. SAND SURFACES OF BOARD"OR O11NB2 APPROVED 6aUAL,OVER 3/4.SCBE-1008. FLOORS TO 8E GOV9RED E
BLOCK. TRIM SMOOTH AND WIPE CLEAN PRIOR To APPLYING STAIN COAT,OR PRIMER NTH OAK FLOORING,QUARRY TILE OR URAMIG TILE SHALL HAVE ONE LAYER OF 3/4' E
b. PROVIDE WHOLES AT APPROPRIATE LOCATIONS O 2'-0" O.G. FOR WOOD REGEIVINL6 PAINT FINISH. 15. LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTEGTE12 FROM THE -----------___ _ c 1
1. MAINTAIN MINIMUM I' AIR SPACE BETWEEN VENEER AND WOOD FRAME WALL. 12. AT COMPLETION,TOUGH-UP AND RESTORE FIN15H WHERE DAMAGED AND WEATHER WITH A TARPAULIN OR HEAVY CAUSE PLASTIC. ALL WOOD MATERIAL SHALL BE ' ■ ■ ■- � �- 3 m
8. ALL STONE TO BE INSTALLED AS PEER THE LATEST STANDARDS OF THE LEAVE ALL SURFACES IN GOOD AND GLEAN CONDITION. PROVIDE FOR ONE STOCK PILID ON WOOD DU�RNABE,IN A RELAT1VlLR FLAT,DRY AREA THE SAME $ EXIST R/O i $ � •°
BUILDING STONE INSTITUTE (E 5.1) TOUGH-UP TRIP FOR ENTIRE PROJECT PRIOR TO OPENING. PROTECTION SHALL BE PROVIDED DURING SHIPPING AND INSTALLATION. PATIO ' o n.
q. PROVIDE POURED CONCRETE DEAFENING UNDER ALL FIREPLACE HEARTHS. 13. OTHER PAINT MANUFACTURERS MAY NOT BE SL85TIMED FOR THOSE 16. ALL TRIM TO BE ALLOWS TO ACCLIMATE TO SURROUNDING HUMIDITY LEVELS IN HOUSE A
10. MAINTAIN 2' MIN. CLEARANCE BETWEEN FIS/CHIMNEYS AND SELECTED,REQUIRED OR RECOMMENDED. FOR A MINIMUM OF 2 PEEKS PRIOR TO INSTALLATION. CLIMATE CONTROL-SYSTEM 1�I 1
COMBUSTIBLE MATERIAL A5 PER RESIDENTIAL CODE OF NEW YORK 14. FINISH INTERIOR SURFACES AS SGHEDUL.ED ON DRAWINGS EXCEPT AS �-� INSTALLED AND OPERATING DURING AGGLIMATION PERIOD. 'v I Date Revision I Issue
h. HERE P05515LE,USE FULL LENGTH PIECES, OF JOINTS HERE JOINTS ARE : I
STATE. MODIFIED AND HEREINAFTER AND UPON WRITTEN OWNER NECESSARY.THEY SHALL BE INC.ONSPIC000SLR LOCATED AND CUT IN A 5GARF JOINT �•bMOM 1 t1."
I1. ALL FIREPLAGE5,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT APPROVAL. IN GENERA_,USE E66SHEI I SHEEN FOR WALL BOARD •`SURFACES, FA5HION.
CONFORMANCE TO FIRE UNDERWRITERS SPECS. AND RESIDENTIAL CODE SEMI-&LOSS FOR HOLLOW METAL AND WOOD TRIM AND FLAT FOR 18. ALL JOINTS,BOTH MITER MD SCARF,TO BE GLUM AND NAILED. I I
OF NEW YORK STATE. • la. ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND SACK AS PER '
12. PROVIDE GAS LINES FOR LO6KIT5 OR STARTER MANIFOLDS AS DIRECTED 15. WOOD FLOORING TO BE SANDED AND FINISHED WITH THREE (3) GOATS PANTING SPEGIFIC,Nnom TO FOLLOW.ALL JOINTS TO BE WEATHER Cur AND GLUED. I
ON PLANS. PROVIDE LOGKITS FOR ALL PREFABRICATED FIREPLACES. POLYURETHANE. 20. FLITCH BEAMS SHALL HAVE A MINIMUM Fb-36000 E-2cIPOOrDOO WITH 1/2•BOLTS i a,.,R,.,M-
13. ALL STONE TO BE INSTALLED IN 2'-O' (VERT) LIIFTS ALLOWING 5UFFIGIENT EXIST LINO
LOCATED NOT CLOSER THAN 2'FROM THE TOP AND BOTTOM EDGE,UNLESS OTHERWISE FRAME I �
TIME FOR MORTAR TO GORE. TRUSS JOISTS: NOTED.INHERE SHALL BE A BOLT,BoltN TOP AND BOTTOM,2'FROM EAGHH END. DWELLING I
I. ALL PREFAB TRU55-JO15T5 ARE TO BE INSTALLED AS PER MANUFAGTURRS W I *110 ; I;
STEEL SPECIFICATIONS. INTERNATIONAL CODE COUNCIL ENERGY CONSERVATION GODS: / = .
1. ALL STRUCTURAL STEEL SHALL BE VENN AND CONFORM TO ASTM ASO 2. PROVIDE HM STIFFENERS AROUND END SUPPORTS AND UNDER ALL P05TS FROM FINISH I. ALL WINDOWS OWr�SHALL HAVE AN INIFILTRATION RATING OF 09 GAM PER FOOT OF PiRABLE g ■
2. THE DESIGN,FABRICATION AND ERECTION OF ALL STFIZTURAI.STEEL SHALL SE IN FLOOR AS PER MMUFAGTURERS SPECIFICATIONS. AASH. ALL 5WINIG TYPE MID SLIDING CLASS DOORS SHALL HAVE MI INFILTRATION RATi= EKW MOK 8 1 Drawn By:
A ,00RDANC.E WITH THE LATEST EDITION OF THE AISC,SPECIFICATiONS. S. MINIMUM BEARING DISTANCE TO BE 2-1/4'.5. PROVIDE RIM JOISTS AROUND PERIMETER SA H. G ALL
PER&TYPE FOOT ID DOOR AREA
S. SHOP AND FIELD GONNC-CTIONNS SHALL BE MELDED OR i 004INE BOLTED WITH ASTM A5 PER MANUFACTURER'S SPECIFICATIONS. 4 � G GARBONARO
A-525 OR A-4gO BOLTS NTH LOCK WASHh�. 2. ALL HEATING EQUIPMENT SHALL MEET THE EFFICIENCY STANDARD5 OF THE NYS.ENERGY
4. PALM ALL STEM ONE SHOP GOAT OR RUST INHIBITIVE(PAINT AND FIELD TOUGH-UP WOOD FLOORING= CATION�• (V N I�
EXCEPT FOR AREAS TO BE WELDED. COLOR TO BE BRAY UNLE56 OTHERWISE DIRECTED 1. WOOD FOORINN6 MATERIAL TO BE SELECTED BY OWNER OR AS INDICATED ON PLANS. 3. ALL MBGHANIGAL SYSTEMS SHAW-CONFORM TO ResiDENTiAL CODE OF NEN YORK STATE, O
BY THE ARGFIITEGT. 2. WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR THREE(3)WOKS AND ALL LAGAN_CODES HAVING JURISDICTION. �r eRlolc O Project#
5. ALL HE ARTURAI-WILDING SHALL BE PERFORM®BY G�TIFIED WELDERS IN PRIOR TO INSTALLATION. FLOORING TO BE STORED IN A MAMIER 50 AS TO ALLOW 4. THERMOSTATS SHALL MST A MINIMUM REQUIRED RANGE OF 45-14 DEGREES F. x PAV19i DRNdIAY I%n o
COMPLIANCE NTN THE AMRIGAN WLDIM6 SOCIETY 5TANDARD QUALIFICATION PROPER AIR FLOW AROUND MATERIAL AS PER MANUFACTURERS SPECIFICATION 5. DOMESTIC HOT TO 14 SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER I I MMX�111-1O
PROCEDURE. 3. WOOD FLOORING TO BE PLACED LOOSE ON GLEAN PLYWOOD SUBFLOOR FOR 24 HOURS TEMIPERATURFS TO 140 DE6R>Sc5 F. 1-f
6. ALL WALL BEARING BEANS TO HAVE STANDARD ANGLES,ANCHORS AND BFAMN6 PRIOR TO FINAL INSTALLATION b. ALL NEW CONSTRUCTION SHALL CONFORM TO THE I.G.G.ENERGY CONSERVATION
P1ATF5,11NIE55 OTHERWISE NOTED ON DRAWINGS. CONNSTRUCTTON CODE DATED 2016
7. SUBMIT SHOP DRAWINGS TO NOTED ON FOR AL CONNECTIONS Atm STET LAYOUT FOR WOOD INTERIOR TRIM: 1. ALL EXTERIOR AWLS AND ROOFS SHALL BE INSULATED. PROVIDE SOUND ATTEMATION t i d- Scale
APPROVAL PRIOR TO 5 TO ARCHITECT
I. WOOD TRIM TO BE AS INDICATED ON PLANS. BLANKET IN ALL INTERIOR WALLS AND FLOORS COMMON TO 13ATi ROOMS AND NOSE -
8. ALLOVSTEEL TO IO CERTIFIED TO BE OF THE SIZE SPEGIPIID IN THE PLAN UPON DELIVERY 2. MOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)WEEKS PRIOR TO PRODUCTION ROOMS 5 NOTED
INSTALLATION. WOOD TRIM TO BE STORED IN A KAN N E R 50 AS TO ALLOW PROPER AIR WAIL 4 R-15 )
TO ARCHITECT. FLOW AROUND MATERIAL A5 PER MANUFACTURERS 5PEGIFIGATION5. WALL 6' R-2I
Date
DE-0<IN6: 3. WOOD TRIM 15 TO BE APPLIED TO GLEAN 5URFAC.E. CEILING q' ROO II
I. ALL EXTERIOR FINISHED DECKING TO BE 3/4'X 5'Tte FIR DECKING. PRIMED BOTH FLOOR a R-50 .TUNE IO 2015
510E5 PRIOR TO INSTALLATION AND 'BLIND'NAILED AND 6LUD IN PLACE. 8. THE RATIO OF GEAZINe SQUARE FOOTAGE TO GROSS EXTERIOR WALL SWAIRE FOOTAGEI - - fib'
2. ALL STRUCTURE FOR DECKING TO BE GGA PRESSURE TREATED UMBER IN SIZES SEAL BE SUCH THAT THE TOTAL THERMAL RATING OF THE 19UILIDINS ENVELOPE SHALL BE L
INDICATED AND INSTALLED AS PER APPA STANDARDS. NO LE55 THAN ZERO AS 5PEGIFIED BY THE I.G.G.ENERGY CONT-RVATION CONSTRUCTION - - - - - Sheet#
11
3. ALL RAILIM TO BE I-~ACTRED FROM GRADE 'A'WESTERN CEDAR IN SIZES AND GODS 2016•
STYLES INDICATED. 8+0. ALL SLA55 TO BE INSULATED(.6�RU). N 81' II'00' W I -
OOAO'
8b. AL DOORS TO BE INSIA.ATED AND HAVE WEATH��STRIPPING(.40U).
q. REFER TO RES-CMC.K FOR I.G.CF-4.0 COMPLIANCE.
RUTH ROAD Frn
I
it
TABLE 5 . I NA I L I NO SIGHEDULE
1 V �L NOTES./
U
�
�\A
1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS OVE�r 4
TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE &TWO FAMILY DWELLINGS 2015 EDITION
6
12-24 OF THE 201 N.Y.S.CODE. HO AGK
NUMB R
E OF
NUMBER
::;: .:::::::...... :.;;:::::. ::;.;:;.;:;;.:::::;:
OF
2.THE PLUMBING SYSTEM SHALL BE INSTALLED
IN ACCORDANCE WITH CHAPTERS ;::: ..: :>:::::;:::> ::;:::::>.::::;: :.::: DINT DESCRIPTION
•• NAIL SPACING
25-32 OF THE 2016 N.Y.S.CODE.
- COMMON NAILS BOX NAIL
N
ACCORDANCE DINA
3.ELECTRICAL EQ-
UIPMENT
AND BE INSTALLS
WIRING SHALL
ROOF FRAMING WITH CHAPTERS 33-42 OF THE N.Y.S.CODE.
O
�d
Q
- O
lU
-t
RAFTER -
f-
JUL
LU
IL
TO TOP PLATE lA OE NAILED _
. ................ ...
(`T
3 IOd U
........................ .,......;................... ::: :; ;•;•.. PER RAFTER
'4 N
ACCORDANCE ::•:::•:::.::. •::::•:::::•::::::::•:•:::.
WS AND GLASS DOORS SHALL BE INSTALLED IN '::::::::': .'::: `: ' >::�:': :: ::
4.EXTERIOR WINDOWS � :.�;.�;:;:.:.� .�:.. � 'Q
S TO COMPLY WITH SECTION 08.
J XZ
LU
N R613.5. ALL
GLAZING I R3 U
S CTIO
WITH E
35
GEI - -
LIN6 JOIST TO
TOP PLATE
OE NAILED _ '4
3 8d
3I W
Od PER W
R JOTS to
T
O
- u
RI R STAIRWAYS
0111 - -
RIORAND EXTE }
CTION o .6 ALL TNTE � �'�:�: �: `� CEILING JOIST -
SEL ST TO PA
ACCORDANCE WITHPARALLEL RAFTER 5.IN ACCO R3 3TE AGE NA
ILEO
4-40d EACH LAP cl)
AT THE STAIRS INCLUDING ""':': H-
SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE ,
.......•;:;:;:;.;:..;.;.:. ::::::::
.....................
CEILING JOIST LAPS OVER PARTITION AGE-NAILED -
LANDINGSAND TREADS. ) 4 Ibd 4-40d 1U
EACH
vii::::•::ii::::::::::.:5:vi:v'vi:;}i. ,.,.» ..:.�..:.:..:.::
f -
COLLAR TIE TO RAFTER (PAGE-NAILED) 4 iF- 4
6.IN ACCORDANCE WITH SECTION 8807.1,AN ATTIC ACCESS OPENING SHALL E
IOd
4-12d PER TIE t--
OF
THAT EXCEED
0 S.F.AND
HAVE A VERTICAL HEIGHT
ATTIC AREAS T E
PROVIDED TO 3
BLOCKING TO RA - -
FTER OE I
n "
(T
NA LED
8d 2-I0d EACH END 'd
" OPENING SHALL NOT BE LESS THAN 22 0
3
0 OR GREATER.THE
ROUGH-FRAMED O 1�i
AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.
RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-I6d EACH END
7.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF
THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE I. APPLY VAPOR BARRIER, 2. APPLY SILL STRIP 3. INSTALL WINDOW PER WALL FRAMING
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE GUT CORNERS ON DIA60NAL MANUFACTURER'S WRITTEN
WITH SECTION 8318. AND FOLD INTO OPENING INSTRUCTIONS TOP PLATE TO TOP PLATE (FAGE-NAILED) 2-16d 2-16d PER FOOT
8.WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION O
TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4-I6d 5-I6d JOINT5 - EACH 51D
not GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER
STUD TO STUD (FAGE-NAILED) 2-I6d 2-I6d
ACCORDANCE WITH SECTION 1 .
24 O.G.
THAN 4
5
o IN C R3 5
"`'`'`' HEADER TO HEADER GAGE-NAILED) I6d
:;:;:...
.. . .. Ibd Ib" o.c. ALONG ED 5
INDEX OF NOT GREATER THAN 2 AND ::• ..... ::..... w CA
9.INSULATION SHALL HAVE AFLAME-SPREAD E 5 ":'>;:'>:'>:'>:'>:'> ••
F NOT GREATER THAN 4 0 IN ACCORDANCE :: i :. :: ":';": :`':" TOP OR BOTTOM PLATE TO 5TUD -NAILED - q
ASMOKE-DEVELOPED INDEX O 5 (SND ) 2 I6d 2-40d PER STUD Z cocA r
WITH SECTION 8316. ,•:_::: ::>;>:;:;;•; .;_ Q r Q1 0
BO
Qp
cil
TTOM....................
PLATE TO FLOOR JOIST BAND
JOIST
2-16d"
J
i
Ibu"
PER O
ENDJO -
FOOT �
rd
1ST OR BLOCKING AGE
10.INTERIOR WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH BL (� NAILED)
}-
INSTALLED IN ;•::::::::;:•: •:•::::::•:•:::•::•::. ::::;:::;.i::i::::::;,
Q
SHALL BE ::::::::::::::::::::: . . .::. ::;:.::;:::::;:::;::
R702 AND EXTERIOR WALL COVERING
SECTION R7 2
N
ACCORDANCE WITH SECTION 870
.
;
Q
Z
N
FLOOR F
E
00 FRAMING
it ASPHALT
HINGLES
SHALL BEIN TAILED IN WITH SECTIONR9
05
2
...................
W -
:3
JOIST TO 51 TOP - -
L.L PLATE OR 6
IRDER
OE NAI
LED
tRT ) 4 8d - �4
4 IOd
PER JOIST .9
R R DRESSES
PR ESO AD
N 21 APPROVED NUMB
AN WITH S :::::.�:::�:.�::::::.... :::::::::.�::::.. :.:..::.::•::•:: :...........
12.IN ACCO R3 ,
SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE :,.,,;. f " >"" " ,:..•:,,::. BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d G
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR FRONTING R NTING THE PROPERTY. ..,.;... :
O W
BLOCKING TO JOIST TOE-NAI - _
( LED) 2 8d
2 IOd EACH END 'Q
WQQ:
3.STAIRWAYS SHALL B INSTALLED IN ACCORDANCE WITH SECTION R3115
,,..;..,..::: ....: BLOCKING 51
JOR TOP CfO
E NAILE
D)
3-
tt1 N
il--
ILL
Ibd 4-16d EACH BLOCK HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311.5.6.
GER -
w
LED STRIP TO BEAM GAGE NAILED 5-16d - Q
I d 4 I6d EACH JOIST
JOIST ON LEDGER TO BEAM (TOE-NAILED) 5_6d 3-I0d PER JOIST
4. APPLY JAMB STRIPS 5. APPLY HEAD STRIP 6. FOLD VAPOR BARRIER
OVER HEAD STRIP AND BAND JOIST TO JOIST (END-NAILED) 3-I6d 4-16d PER J015T
WIND UPL11=T DE51GN TAPE OVERGUT SEAMS BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-Ibd! 3-I6d PER FOOT
WOOD FRAME CONSTRUCTION MANUAL FIOM HRAP IN5TAL.LATION DETAIL
FOR ONE&TWO FAMILY DWELLINGS(2015 EDITION)
ROOF SHEATHING
SECTION 3.2.1.7 SILL PLATE TO FOUNDATION -2•
-TABLE 3.2,3.2A-C STRUCTURAL PANELS 8d IOd b' EDGE / 6" FIELD
-SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION &ABLE E:NDHALL RAKE 8d IOd 4' EDGE / 4" FIELD
-TABLE 3AB ■
-SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY DIAGONAL BOARD SHEATHING
-TABLE 3.4,3.4B
-SECTION 3.2.3.1 HOLDDOWNS I"x6" or 1'x8" 2-8d 2-10d PER SUPPORT
-TABLE 3.17F TABLE R3oi.2.1.2
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE PRES I NIO" or WIDER 3-8d 3-10d PER SUPPORT
-TABLE 3.7 FOR WOOD STRUCTURAL PANELS ab,c
-SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY FASTS SPACING )5' Cox CEILING SHEATHING
-TABLE 3.4,3.413PLYWOOD PANEL
-SECTION 3.2.5.1 RIDGE STRAPS FASTENER 4 FEET 6 FEET �� ��
-TABLE 3.6, .1 R TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN GYPSUM HAI-LBOARU 5d GOOLERS 5d COOLERS '1 EDGE / 10 FIELD
<4 FEET <6 FEET <8 FEET
2f'#6 - - TYPICAL PIZE PILLEn flOLL LOCATION WALL SHEATHING
WOOD Ib' 12' a'
TABLE 3.413 SCREWSp y�q�OY1 STRUCTURAL PANELS 8d IOd b' EDGE / 6" FIELD
UPLIFT STRAP CONNECTION REQUIREMENTS ooD 160 160 IZ' FIBERBOARD PANELS
(ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) SCREWS Ne bd' - 3" E06E / b" FIELD
(PRESCRIPTIVE ALTERNATE TO TABLE 3.4) FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm,1 POUND=0.454 kg, 8de - 3" EDGE / b" FIELD W d)
TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL 1 MILE PER HOUR=.44M/Sp GYPSUM WALLBOARD 5d 0001.ER5 5d COOLERS -7" EDGE / 10" FIELD W
FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) a.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH HARDBOARD 8d 8d 6' EDGE / 12" FIELD Q W ^
TABLE 3.413 SHEAR WALLS RESISTING UPLIFT AND AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. 3 PARTICLEBOARD PANELS 8d 8d (SEE MANUFAG 1�! '�
`SHEAR b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL �j V coO O
PTIVE ALT0
�NATIVE TO TABLE 3.4) PANEL. tL DIA60NAL BOARD SHEATHING W 0
ff
IOOYR WIND SPEED 3 SECOND 6UST(M" 110 115 120 130 140 150 Ib0 h0 I80 Iq5 c.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL
BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM I"xb" or I'x8" 2-8d 2-I0d PER SUPPORT th 3: W
WOOD STI�LIGTURAI_PANE SHEAR WALL TOP AND BOTTOM P Z N 11- Z
RK111 NAILING RIL;IUIIMS ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. I"x10" or WIDER 3-8d 3-I0d PER SUPPORT
J
ROWS NAIL UM
MAXIMROOF SPAN(FTP TYPICAL VI NDO\V PAN 11LLCA
5HEAT}HIN6 THIC*E55 SHEAR WALL NAILING NAILS 5PACIN6 FLOOR SHEATHING z 11111111
0
ow STRUCTURAL PANELS
T/I6'oSB OR 15/32 Sd COMMON NAILS a 4' 14 3 36 32 24 12 - - - - - - TABLE 8301.7 TABLE 8301.,5 I" OR LESS 8d IOd 6' EDGE / 12" FIELD
lu
PLYWOOD WITH 5PEGIE5 PANEL E06E 5PA0NG b 3b 32 24 12 - - - - - - ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY GREATER THAN I° IOd Ibd b" EDGE / 6" FIELD W Y_
OF PLIES HAVING 6> AND 12'FIELD a
o AND 121 4 36 36 3b 36 36 32 28 20 Ib 12 STRUCTURAL MEMBERS'' DISTUBUTED LIVE LOADS DIAGONAL BOARD SHEATHING
3 36 1 3b 3b 3b 3b 1 36 36 36 32 241 ALLOWABLE (IN POUNDS PER SQUARE FOOT)
b 36 - - - - - - - - - STRUCTURAL MEMBER I x6 or I x8" 2-8d 2-IOd PER SUPPORT
7/16'05B OR 15/32 8d COMMON NAILS® b' 14 4 36 32 24 12 - - - - - - DEFLECTION USE LIVE LOAD INTO" or WIDER 3-8d 3-10d PER SUPPORT Q
PLYWOOD WITH 5PEGIE5 PANEL EDGE 5PAVN6 3 36 36 36 36 28 20 I6 12 - - RAFTERS HAVING SLOPES GREATER THAN 3/12 ATTICS WITH LIMITED STORA : 20 13
OF PLIES HAVING 6> AND 12'FIELD b 36 3b 36 3b 28 20 Ib 12 - - WITH NO FINISHED CEILING ATTACHED TO L/180 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE.IF WALL V
0.44 5PAGING 14 36 36 36 36 36 3b 36 32 24 20 RAFTERS ATTICS WITHOUT 5TORA& 10 SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING
3 36 36 36 36 36 36 36 I 36 36 32 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITHOUT STORAGE WITI•'1 STAIRS 30 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, °'
_ _ _ _ SHALL BE USED TO MAINTAIN THE LOAD PATH.
15/32 05B OR IOd COMMON NAILS A 100,
4 b _ _ _ _ _ FLOORS AND PLASTERED CEILINGS L/360 EXTERIOR BALCONIES AND DECKS 40 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED
4 3b 36 28 20 IZ TO BE REDUCED TO 1-16d NAIL PER FOOT. a
PLYWOOD WITH 6'PANE'EDGE 3 36 3b 3b 36 M 24 20 16 12 - ALL OTHER STRUCTURAL MEMBERS L/240 FIRE E56AF ES 40 eIS
SPEGIIS OF PLIES SPACING AND 12' 3• CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL 'E'6 3b 3b 3b 36 36 24 20 16 12 - GUARDRAILS AND HANDRAILS 200 REQUIREMENTS. E
HAVING 6>_0.49 FIELD SPACING 4 3b 36 36 36 36 36 36 36 32 24 H/36o EXTERIOR WALLS WITH PLASTER OR STUCCO m
FINISH GUARDRAILS IN-FILL COMPONAi T5 50 TABLE 8402.2 Z
3 36 36 36 36 3b 3b 36 3b 36 36
EXTERIOR WALLS-WIND LOADS WITA BRITTLE PASSENGER VEH4IGL.E GARAGES 5da MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE c a
1.SEE AWWANSI SPECIAL DES16N PROVISIONS FOR WIND AND 5EISMIG(SOPW5)FOR PROPER DS16N AND FINISHES L/240 ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c)�
DETAILING OF WOOD 5TRUGTURAL PANELS USED TO RESIST COMBINED SHEAR AND UPLIFT FROM WIND SLEEPING ROOMS 30 TYPE OR LOCATIONS OFDate Revision/Issue
2.WHERE FRAMIN6 HAS A 5PEGIFIG 6RAMTY OF OAq OR 6REATER,TABULATED MAXIML/120 UM ROOF 5PAN5 SHALL EXTERIOR WALLS-WIND LOADS WITA FLEXIBLE CONCRETE CONSTRUCTION WEATHERING POTENTIAL!
BE PERMITTED To BE MULTIPLIED BY IAB,BUT IN NO CASE SHALL THE EXCEED A SPAN OF 36FT. FINISHES STAIRS 4� NEGLIGIBLE MODERATE SEVERE
3.TABULATED VALUE5 FOR PLYWOOD ASSUME PLYWOOD WITH A 5PEGIE5 OF PLIES HAMN6 A SPECIFIC r-OR SJBNOTM WfM TO TW sow wYS.COM
6RAVITY OF 0.44 OR 6RFATER FOR PLYWOOD WIT14 OTHER SPEGIE5,MULTIPLY THE MAXIMUM TABULATED ROOF NOTE:L-SPAN LENGTH,H=SPAN HEIGHT BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE
SPAN5 BY OAA
NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500
4.WOOD STRUCTURAL.PANE15 SHALL OVERLAP THE TOP MB43M OF THE DOUBLE TOP PLATE AND BOTTOM (n a THE WIND LOAD SHALL BE PERMITTED BE TAS 0.7 TIMES THE COMPONENT
AND CLADDING LOADS FOR THE PURPOSESE OF THEHE DETERMINING DEFLECTION LIMITS HEREIN.
PLATE BY 11/20 AND A SINGLE ROW OF FASTENERS SHALL BE PLACED 3/4'FROM THE PANEL EDGE. b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE BASEMENT SLABS AND INTERIOR SLABS ON GRADE,
S
5.WOOD STRUCTURAL PANESHALL OVERLAP THE TOP MEMBER OF THE DOME TOP PLATE AND BOTTOM z
PLATE BY 11/21.ROWS OF FASTENERS SHALL BE I/2'APART WITH A MINIMUM EDGE 015TANCE OF 1/2'.EACH ROW CANTILEVER. EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500
c.O FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF
(V SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS Drawn By:
SHALL HAVE NAILS AT SPECIFIC$PAGING.
SANDWICH PANELS USED IN ROOFS SANDWICH PANELS,THE TOTAL OR WALLS OFF SSUNROOM ADDITION SHALL NOT ON OR PATIO AND OTHER VERTICAL CONCRETE WORK EXPOSED TO 2,500 3pOOd 3p0Od G CARBONARO
COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U120 WEATHER
PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2,500 3pood'D 3,500do Project tl
TABLE R301.2(1) WEATHER,AND GARAGE FLOOR SLABS MMXVI 11-10
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
Q FOR SI:1 POUND PER SQUARE INCH=6,895 kPa
H WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD
GROUND SEISMIC WINlT N UNDERLAY- FLOOD AIR FOR
AT 28 DAYS PSI. Scale
WIND-BORN
SNOW SPEED TOPOGRAPHIC DESIGN FROST LINE DESIGN MENT HAZARDS FREEZING B.SEE TABLE R3oi.2(1)FOR WEATHERING POTENTIAL AS NOTED
LOAD DEBRIS CATEGORY WEATHERING TERMITE TEMP INDEX C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN
M (MPH) EFFECTS DEPTH REQUIRED
[Ql�
ZONE D.CONCRETE SHALL BE AIR
TNOTE D.
1 MILE ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN Date
BOF 3 FT. MODERATE SEE CALL PLANS7 PERCENT.
20 psf 130VULT NO FROM C SEVERE YES EXAMINERS 599 E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT.
COAST&FI BFG TO HEAVY BELOW OFFICE .JUNE 10, 2015
Sheet#
f
V\\1
NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
SCJ P�
NOTE: (SEE FLOOR PLANS FOR LOCATIONS) TABLES 3.2B,3.2C,3.3A /
RIDGE TABLE 3.17E NOTE: TYPICAL TYPICAL
ALL STRAPPING TO BE 1 1/4"'X20 GAUGE STEEL OR BOARD
'SIMPSON'EQUIVALENT-CS20(COILED STRAP) SECOND FLOOR ATTACHMENT SEETABLE R301.2(1)SHT.N-1, SPACING CORNERS
ALL COIL STRAPPING TO HAVE MINIMUM 12"BEARING ON WALL STUDS(ALL ROOF FOR WIND SPEED
RAFTER (REQUIRED FOR ALL NEW CONSTRUCTION
STRAPPING SHALL BE INSTALLED AS PER MANUR SPECIFICATIONS) AND SECOND FLOOR ADDITIONS) 41 5'-0" O.G. (150 MPH) 6" MIN. QQ
ALL STRAPPING TO BE SPACED AT 16"O.C. 12" MAX. Q Q
ALL TABLES REFER TO 2015 W.F.C.M.
——————— COLLAR TIE @ 32"O.C.MAX. e e 4 9 X Z V U!'4
L_———— WHEN RIDGE IS STRAPPED. Q Q 11 i U 111
AT RAFTER TO RIDGE CONNECTION C.T.@16" O.C.WHEN NO "SIMPSON"HDQ8 SDS3 OR Z
FOR RIDGE STRAP- 48d COMMON NAILS OR STRAPPING IS USED. "SIMPSON" PHD6 SDS3 °. • . . _l
410d BOX NAILS IN EA 2-16d COMMON z L w Z
END OF STRAP.-TABLE 3.6A NAILS @ 6 O.C.FOR PLAN , z f- 4 Lu
FULL LENGTH OF 1` Q
FOR ALT. COLLAR TIE- 4-10d COMMON NAILS OR ROOF BLOCK STUD 4 'Q
4-12d BOX NAILS IN EA. _ RAFTER ® ENDNALL
END.-TABLE 3.6A
J 3 SQ x 5/16"WASHERS
NOTE: ------
&END NUT SETUP
COORDINATE w/TABLE 3.4B SHT.N-1 CEILING
Q
FOR ALL STRAP CONNECTION REQUIREMENTS JOIST DOUBLE SILL PLATE ON
COPPER TERMITE SHIELD
"SIMPSON"HDQ8-SDS3 OR w/SILL INSULATION
AT RAFTER TO TOP PLATEz "SIMPSON" PHD6--SDS3 z E
TO STUD CONNECTIiON5/8"DIA.ANCHOR ■►
1-1/4"x20 GA BOLTS TYP. c�
FOR STRAP- (SEE TABLE 3.4B SHT.N-1) STL.STRAP OR N (TYP.) = Q Z �
ALL STRAPPING,ANCHORS,HOLD DOWNS,& POURED CONCRETE 1— --
AT EACH END OF STRAP "SIMPSON"cs-zo FIRST FLOOR ATTACHMENT a � — (P
't ' —1
ADHESIVES TO BE INSTALLED AS PER AND FIRST FLOOR ADDITIONS
(REQUIRED FOR ALL NEW CONSTRUCTION cel
qJ
FOR ALTERNATE- 14-10d NAILS AT EA.STRAP, e
MANUFACTURES SPECIFICATIONS. E ) FOUNDATION WALL b• '
SIMPSON MTS 12 AS PER MANUF RS REQTS. Q Z N N
N
(TWO STRAPS TOTAL)
I.N
(MEETS OR EXCEEDS UPLIFT
■ LU lU m '�
REQTS SOF TABLE 3.4) SECTION 7 H -1 I
NOTE: = Z "SIMPSON"HDQ8-SDS3 NOT � lU } �' U
1.) USE 5/8 DIA.ANCHOR BOLTS W/MINIMUM 7 EMBEDMENT INTO ■U .Q
(2-STY.STRUCTURES)OR �� �� �
FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR "SIMPSON"PHD6-SDS3 2-16d COMMON CONCRETE W/3" SQUARE x 5/16"WASHERS AND END NUT SETUP.
JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" SHOE PL. (1-STY.STRUCTURES ONLY) NAILS @ 6"O.C.FOR ctl 1L
2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED
"LSSU210"ADJUSTABLE HANGER. SUBFLR. FULL OF BY HOLD DOWNS FOR SHEARWALLS. Q 111
AT STUD TO FLOOR ASSEMBLY RIM JOIST FLOOR BLOCKING 3.)ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" TO
JOIST @ ENDWALL N 12"MAXIMUM FROM ENDS AND CORNERS.
TO STUD CONNECTION
(ONLY APPLICABLE FOR TWO-STORY TOP PL.
6 `
CONFIGURATIONS)
FORORSTSTRAP- (SEE TABLE 3.4B SHT.N-1) .N�. SPLICING OF TOP PLATE
"SIMPSON" _ •°
_Z •' ,
AT EACH END OF STRAP MTS 16 ;. ' A. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
7/8"DIA.THREADED ROD EMBEDDED 121/2"INTO
TABLE 3.21
FOR ALTERNATE- 14-iod NAILS AT EA.STRAP, CONCRETE W/ 'SIMPSON'ET(HIGH STRENGTH EPDXY
"SIMPSON"MTS 16 AS PER MANUPRS REQTS. ADHESIVE)&FOR TEMPERATURES(O DEG.TO 40 DEG F)
(TWO STRAPS TOTAL) TOP PLATE SPLICE TOP PLATE SPLICE
(MEETS OR EXCEEDS UPLIFT 1-1/4"x20 GA. USE'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) REQUIREMENTS REQUIREMENTS
REQTS OF TABLE 3.4) STL.STRAP OR ONE STORY SLAB-0N-GRADE ALL OTHER CASES
"SIMPSON"CS-20
FOR SECOND- STRAPPING TO OVERLAPtV Z Building Minimum Splice Building Minimum Splice
FLR.ADDITIONS FIRST&SECOND FLOOR — Dimension(ft.) Length(ft.) 1�2,5 Dimension(ft.) Length(ft.)
STUDS BY MIN. 12" DOUBLE PORTAL FRAME 121-911 51-011
PORTAL 12 0 -0
SHOE PL. � �� � "
SUBFLR. FIGURE R602.10.6.2 OUSLE FRA
NOTE: (TWO BRACED WALL PANELS) 161-011 4'-0" 161-011 5'-0"
ALL CLIPS &STRAPS CAN BE MOUNTED RIM JOIST FLOOR EXTENT OF HEADER
FROM EITHER ALL EXTERIOR OR ALL JOIST
201-011 5'-0" 20'-0" 4'-O"
241-011 6'-0" 241-01' 4'-0"
INTERIOR,BUT NOT COMBINATIONIN6LE PORTAL FRA
SILL PL. (ONE BRACED WALL) 281-011 .71-0111
AT STUD TO FLOOR ASSEMBLY • EXTENT OF HEADER
321-011 6'-011 321-011 61-0111
W
TO SILL PLATE CONNECTION
36-0" 411-011 361-011 -7-0 V QP
FOR STRAP- (SEE TABLE 3.4B SHT.N-1) LIN
° �' �' """ ��
AT EACH END OF STRAP1, 40'-0" 11'-0" 40'-0" ' "
6 TO 18, TYPICAL PORTAL FRAME CONSTRUCTIO 50'
-011 IS'-0" 50'-0" 10'-0" J 0
FASTEN TOP PLATE HEADER WITH TWO 0
.100 ROWS OF 16D SINKER NAILS A 3"O.C.TYP. FOR A PANEL SPLICE(IF NEEDED)PANEL 601-011 I6'-0" 60'-0" 12'-0" < N }-
EDGES SHALL BE BLOCKED,AND OCCUR 701-011 Iq-0 70 -0 14-0 W
l-1 1000LB STRAP OPPOSITE SHEATHING �� �� lu
WITHIN 24" OF MID-HEIGHT.ONE ROW OFQ 9
LU
FASTEN SHEATHING TO HEADER W/8D TYPICAL SHEATHING-TO-FRANIING NAILING 80'_0" 22'-0" 801-011 I6'-0" Z
1-1/4"x20 GA
SIL.STRAP OR COMMON OR GALVANIZED BOX NAILS IN 3" IS REQUIRED. IF 2X4 BLOCKING IS USED,THE I — 2
GRID PATTERN AS SHOWN AND 3"O.C.IN 2X4'S MUST BE NAILED TOGETHER WITH 3 TOP PLATE SPLICE LENGTH AT
"SIMPSON"CS-20 - Z
AT STUD TO FLOOR ASSEMBLY ALL FRAMING(STUDS,BLOCKING,AND 16D SINKERS 0 0
TO SILL PLATE CONNECTION O SILLS) IN DOUBLE 2X4 POST 1.)TABULATED SPLICE LENGTHS ASSUME TOP PLATE TO r I--
MIN 2X4 FRAMING TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT,
(SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) ' — �-
3/8"MIN THICKNESS WOOD STRUCTURAL MIN 1000LB TIE DOWN DEVICE FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING a
( ) ° •'•.°•. • 4.'• PANEL SHEATHING EQUIVALENT SHALL BE NUMB R OFCED IN NAILS.ER
PROVIDE AN z H
FOR STRAP- SEE TABLE 3.4B SHT.N-1 ,. z N
AT EACH END OF STRAP •' ... • : ' .' ; ; SEE SECTION R602.10.6.2 2.)TABULATEDSPLICE LENGTHS ASSUME A BUILDING
LOCATED IN EXPOSURE B OR C. Q
3.)TOP PLATES SHALL BE A MINIMUM OF STUD GRADE
i MATERIAL
°' MIN 42001.8 TIE'VOWN VEVIGE (l;MISWV D N
INTO COW7MTE AND NAII.E417INTO
.00
FRAMING)
END VIEW SECTION
NAILING & STRAPPING AT TYP. PROVIDE RAFTER TO
KING WHEN
FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS ALIGNED ORHMENT RAFTERS AND LYWOOD LEN6TH 'L'
DIAPHRAGM BRACING ♦ (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) KINGS TO PLATES
sTv,4 BEARrNG E
�
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE �y r�
SECTION 3.3.5&3.5.5 0000� I 1 i i , TYP.PROVIDE RAFTER TO RATIO LIMITS = HA_ S 5 1/2 c
3 m
NAILING SCHEDULE B . (2015 W.F.C.M.) "CRIPPLE" CONNECTION PLYWOOD NOT SHOWN
ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGSH2A OR EQUAL OR STRAP FOR CLARITY IL
RIDGE DETAIL @ LEFT
Notation =
A B C D SOLID BLOCKING @ SEAMS Date Revision I Issue
Rough
BLOCKIN6 2 BAYS Opening _
T
BACK ® 46" oz. DOUBLE 2x MIN. 2'-0" (1) 2x4 I I I NAILING S PER WALL SHEATHING TO BE NAILED
FOR HEADER OR BEAM TABLE 3AB SHT.N-1 AS PER TABLE 3.1 SHT.N-1,2015
ATTIC 11 4'-0" (1) 2x4 2 2 2
Y2"ROD REQUIRED 1 i AT EA. END OF STRAP � �� � W.F.C.M.
FOR STU3i 1 THREADED ROD 6'-0" (2) 2x4 OR (1) 2x6 5 5 3 c
PLYWOOD SHEATHING
8'-0" (2) 2x4 OR (1) 2x6 5 4 4 FOR NUMBER OF 8D COMMON NAILS @ 6"
�� JACK STUDS REFER � GE&FIELD.
Drawn B
10-0 (2) 2x6 4 5 5 A TO FLOOR PLANS y
G GA�RBONARO
12'-0" (2) 2x6 5 6 6 B HOLD DOWN SEE DETAILS
FIRST d 5EGOND FL. CNW COUPLER NUT Notations: THIS SHEET
Project#
MIN.EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT'(DOES NOT APPLY TO Project
9 I _I
AS PER MANUR DOORS)
B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF '•STRAPPING
D NAILING AS PER Scale
BLOCKING 2 BAYS � ;� � HEADER TABLE 3.4B SHT.N-1 NOTE:
-'�-.' AS NOTED
BACK ® 46" O.G. r° ;Q''' AT EA.END OF STRAP 1.SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN,
MIN.END DISTANCE G NUMBER OF 16D NAILS END-NAILED TI•iROUGH ADJACENT SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS.
KING STUD TO END OF HEADER AT EACH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Date
WMEN AN EXCEPTION: AS PER MANUF. 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD
ENDWALL OR WHEN C FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE NOTE: PATH. .TUNE 10, 2015
DIAPHRAGM BLOCKING IS NO REQUIRED.P ROOF SYSTEM IS HOLLOW
ADDITIONAL ROOF HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X2o GAUGE SHEARWALL SEG. DETAIL (TYP)
JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT STEEL OR'SIMPSON'EQUIVALENT Sheet#
APPLY TO DOORS) CS20(COILED STRAP)
l
SEE N 0�voi
Ir Q�
N-2 Q a —'A
ROOF GONSTRUGTION
ASPHALT ROOF 5HIN6LE5 ON
12'-5" 12'-5" 30#BUILDIN6 FELT OVER 1/2'
SHEAR-yam (2)2x8 BOLTED 2 X6'PLYHOOD 5HEATHING ON
FTERS 6"o.G.
CORNER HOLD-DOWN
CONN(DETAIL I/A-1) NE2 _. • — — — •
EXIST 2x6 R.R. EXIST 2x6 R.R. EXISTIN6 2x6 0 45"O.C.
• I 6- 16'O.G.TO REMAIN I6'O.G.TO REMAIN t G.T. TO REMAIN (L Q
FFX�STI2x12x36DEEP P.G. `\ (2)BOLTS AT EACH END Q lL U Q. }.
I I EXIST G.T. EX15T EXTERIOR A
PROVIDE NEW 2x6 0 Ib" E XTE R WALL
1 EXISTIN6(2)2x8 P.T.RIM J015T5 1 ®46'O.G. 0 REMAIN GONSTRUGTION 0 1W lU u N
(2)BOLT5 A EACH END O.G.G.T.WITH (2)BOLTS } --�Ul U JU Lu
EXIST VINYL SIDING
G AT EACH END OVER 30# BUILDING FELT ON Q ), 6 - z Imo-
1 I x 1/2" COX PLYWOOD SHEATHING. zQ./ Z
2x4 WOOD STUDS® I6"O.G. LL
EXIST 2XB P.T. � �� EXI5TIN6 2x4® Ib"O.G. EX15T
Q �
_ E.J.0 I650.G.TO REMAIN WALL 5TU05 TO REMAIN SHED
J015T HAN6ER5 PROVIDED AT EX15T
}. SHED
PERPENDICULAR GONNEGTIONS 3/4" P.T. PLYWOOD
SHEATHIN6
F w 5EE EXISTIN6 2x8 P.T FLOOR
J015T5® I6"O.G.To ■
1 1 \ REMAIN EXISTING(2) 2x8 P.T. RIM
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EXIST( FDR PERPENDICULAR CONNECTIONS EXISTIN6 12x12x36DEEP P.G. ', = nl m
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ASPHALT ROOF SHINGLES ON G- ANCHOR E
BOLTS AT GORNER(5)6.1/2"IN . 5/8" DIA X 12' LONG- ANCHOR z
FROM OUT5IDE EDGE BOLTS - 12" FROM GORNER(5)
30# BUILDING FELT OVER 1/2° 5PADED AT 3'-0" O.G. 3: c
COX PLYWOOD SHEATHING
ON 2"Xb" ROOF RAFTERS® a
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I mi ,I I I 119,
�I Date Revision/Issue
0 0
EX15T EXTERIOR WALL - -
GONSTRUGTION z N N l
EX15T VINYL 510IN6 Q it
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L J L J L J L J L J L J L J L J L J
RIGHT 511E LEFT 5117E REAR SHEAR HALL HOLD-DOWN DETAIL ANGHOR BOLT DETAIL Date
JUNE 10, 2016
EX15TINO SHED ELEVATION5 DATA I L. I Sheet#
SCALE: 1/4"=1'-O" CORNER HOLDOM 50ALE: I"=1'-O"