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HomeMy WebLinkAbout30675-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31570 Date: 05/17/06 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 955 PEQUASH AVE CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block 7 Lot 22 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 28, 2004 pursuant to which Building Permit No. 30675-Z dated SEPTEMBER 29, 2004 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5266 DATED 9/7/2004. The certificate is issued to JEFFREY & SUZANNE SMITH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2055740 07/26/05 PLUMBERS CERTIFICATION DATED 07/21/05 K&K PLUMBING & H,EATING AxYthorized Signature Rev. 1/81 ' Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 3 0 .. 765-1802 L APPLICATION FOR CERTIFICATE OF OCCUPA Y t 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$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: !/ (check one) Location of Property: ®6- 4/"// qvv ('d rCHao House No. --� Street H#nlet Owner or Owners of Property:�, j jo e-y . aim l-T'/ Suffolk County Tax Map No 1000, Section r�) Block Lot a� Subdivision Filed Map. Lot: Permit No. d� 7,S' Date of Permit.F lefApplicant: tS22?/Til Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J`,6AppI49m Signature COz3f570 O cPrJM aLL@rL3L3Pffl3@3[�rJ�rJ�rJrJ�rJrJ�rJrJrJ� rJrJ�rP c(NrJ�rJ�rJ@Pr frJ�rJ�cPcfrJ�rJ�cPcP rnrPrPcPrJcPrJ�cPcfrJ�rJ�r1r1rJ�cPrJ�r['101 iffy M 5 BY TCERTIFICATE OCOMPLIANCE NEW YORK BOARDOFFIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 S CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 5 REP ELECTRIC JEFF SMITH 5 P.O. BOX 635 955 PEQUASH AVES 5 MATTITUCK, NY 11952, CUTCHOGUE, NY 11935 5 5 c� Located at 955 PEQUASH AVE CUTCHOGUE, NY 11935 5 Application Number: 2055740 Certificate Number: 2055740 c� �rr�5Uj Section: Block: Lot: Building Permit: BDC: ns11 S �S Described as a Residential 1200 occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 �5 Basement,First Floor, Second Floor,Outside,Attic, D� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 26th July,2005. Name QTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 rj Sensor 6 0 Smoke 5 Appliances and Accessories LSDj Dish Washer 1 0 1.2 KW 5 J Range 1 0 10.1 KW 5 Exhaust Fan 3 0 F.H.P. 5 Furnace 1 0 Oil 5 5 Air Conditioner 1 0 24.000 BTU 5 5 Air Conditioner l 0 36.000 BTUf�j 5 Wiring and Devices 5 S0j Outlet 36 0 Fixture C, Fixture 36 0 Incandescent 5 5 Outlet 78 0 General Purpose 5 5 Receptacle 46 0 General Purpose 5 5 Switch 42 0 General Purpose 5 5 Paddle Fan 1 0 seal 5 Disconnect 2 0 60 amp Air Conditioner 5 55 5 Continued on Next Page I of 2 cC e�7 This certificate may not be altered in any,way and is validated only by the presence of a raised seal at the location indicated. �7 l] rrrJPLr rJ'rJPLrlrJ�rJ�rJrJ�r�rJrlr�rJ�rJ� rJ�rPr1� III Fill, cP rJ�rJ�r�r TrJ�rJ� r farJ�rJ�r�rJ�rJ�rJ�r�rJ�r�c fcPrJ�rJ�rJ�r�rJ�rJ� O O rJ�rJ�rJ�rJ�rJ��PrJ�rJ��rJ�rJ�rJ�cfctrJ�rJ�r�r�rJ�rJ�r�cJcl�r1cPrJ�r.PrJ@PrPrJcPcPrJrJ�r�cPrJrt�rJ�rJ�rPr�rJrJ�rJ�rJ�rJcPcPcPrJ�rJ�rPrJrfcPrJrJrJ� cco 5551 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERSBUREc5 5 TY 40 FULTTON ST EETF NEW NY 10038 5 5 55 5 CERTIFIES THAT 5 C5� Upon the application of upon premises owned by 5 5 5 rS REP ELECTRIC JEFF SMITHP. 5 OTTITUCKSNY 11952, CUTC OGUE, NY 955 PEQUASH AVE MA1935 S rSrrrr++++ 5 Located at 955 PEQUASH AVE CUTCHOGUE, NY 11935 C� Application Number: 2055740 Certificate Number: 2055740 c� Section: Block: Lot: Building Permit: BDC: nsll 5 L55 Described as a Residential 1200 occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 �CSJ Basement, First Floor, Second Floor,Outside,Attic, c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 of authority having jurisdiction, and found to be in compliance therewith on the y 5 26th DaJuly,2005. 5 Name OTTY Rate Rating Circuit Type 5 Receptacle 9 0 GFCI C 5 Service 5 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 5 5 5 5 5 5 5 5 seal S 2 of 2 5 ,Ic This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o LPLPL@PC�LL3PL1 �s"filly, s O�OSUFFO(,�co Town Hall,53095 Main Road Q P.O.Box 1179Fax(631)765-9502 Southold,New York 11971-0959 .( Telephone<631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 17T,/__n _ Building Permit No. Owner: Y� I (Please print) 14 j Plumber: (Please print) — I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this dayof 200i_ Notary Public,_S [`� County BONNIE J.DOROSIO Notary Public,State Of New York No.OIDO6095328,Suffolk County Term Expires July 7,20 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30675 Z Date SEPTEMBER 29, 2004 Permission is hereby granted to: J & S SMITH 955 PEQUASH AVE CUTCHOGUE,NY 11935 for ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR TO THE CONDITIONS OF THE ZBA DEC #5526 at premises located at 955 PEQUASH AVE CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0007 Lot No. 022 pursuant to application dated SEPTEMBER 28, 2004 and approved by the Building Inspector to expire on MARCH 29, 2006 . Fee $ 293 .40 Authorized Signature ORIGINAL Rev. 5/8/02 ,� APPEALS BOARD MEMBERS p�gOFFO( CO Southold Town Hall Ruth D. Oliva, Chairwoman /� 53095 Main Road Gerard P. Goehringer y = P.O. Box 1179 Lydia A. Tortora • Southold,NY 11971-0959 Vincent Orlando �l ! Tel. (631) 765-1809 James Dinizio, Jr. ��! ��p Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD SEP L 7 20IDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7, 2004 ZBA 5266= PA'F�d SUZANNE SMITH Property Location: 955 Pequash Avenue, Cutchogue CTM 103-7-22 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 10,915 sq. ft. parcel has 52.03 feet along Pequash Avenue and a lot depth of 199.34 feet along the northerly property line. The parcel is improved v,ith a single-family residence located 40.9 feet from the front line, 15.1 feet from the northerly side, and 10.5 feet from the southerly property line. BASIS OF APPLICATION: Building Department's June 15, 2004 Notice of Disapproval, citing Section 100-2448, in its denial of a building permit to construct additions which will result in a 23% lot coverage, or 327.45 feet in excess of the code's 20% limitation. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 19, 2004 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct an 8 ft. x 24' porch addition and 5' wide porch along the side of the dwelling, as shown on Drawing P. 2 of Project #2514 prepared by Penny Lumber. Together with the existing building area (including the 12.2 x 12.2 shed), the lot coverage will be 23%. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants wish to expand the foot print of their home with a new front and side porch addition. The increased lot coverage will be three percent over the code limitation of 20%. The addition will meet or exceed the required front yard setbacks. The neighborhood consists of five other lots on the same side of the street with similar lot coverage as the applicant's proposed 23%. Y � Page 2—September 7, 2004 File No. 5526—Jeffrey and Suzanne Smith CTM Id: 103-7-22 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is only 10,915 square feet and is the smallest in the neighborhood. 3. The relief granted herein is substantial, representing a lot coverage of 23% instead of the code limitation of 20%. 4. The difficulty has been self-created and is related to the need for a new front and side porch, planned with a design that would not conform to the current Town Code requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Tortora, and duly carried, to GRANT the variance, as applied for, as shown on the plan Drawing P. 2 of Project #2514 prepared by Penny Lumber and diagram stamped by Penny Lumber indicating "Smith Residence, drawn 10/1972, and confirmed by the August 27, 2004 Stanley Isaksen survey submitted and date-stamped August 31, 2004. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoningode, other than ch es, etbacks and other features as are expressly addressed in this act,, Vote of the Board: Ayes: Members Oliva (C irwo n , o ri 'g , To fa, Orlando, and Dinizio. This Resolution was duly adopted (5-0). Approved for Filing f �3 -�-aa 3ot�� 5 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Framing/Strapping Inspection Smith 955 Pequash Ave. Cutchouge, NY 11935 To Whom It May Concern: After a Framing/ Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. Any other questions please call. r Sincerely James D oski O; i RQFCt':1J ' s" ' a.. JAMES J. DEERKOSKI,P.E. I ! 2005 260 Deer Drive Mattituck,N.Y. 11952 0L)(; DEPT. (631)298-5506 �_�6��f To: Town of Southold Bldg. Dept Re: Insulation Inspection Smith 955 Pequash Ave. Cutchouge,NY 11935 To whom it May Concern: This letter certifies that the installation of the Insulation at the above mentioned location has been installed correctly, and is in conformance with New York State Building Code and is constructed to the specifications of the submitted plans. �pF NE Y S cerely iP r i7 J. rkoski . 0 S 45�32�20�E 57.95' m O ONC MON 1.5 — PICKET FENCE H FRAME M T I N SHED I w � I U � w12.2 O I I xi V m I I al II I I I I I Iw I 16.4' Ix C I V N � Ia J 13.0' 12� 2.7 0 ILr N Z Y ^ w S WU I Q N OW OO NK (PROPOSED) 4.0, 15.1' 1. 10.5' 2.8 N EXISTING WOOD Ni DECK N W/RAILING 19.3 .8' 15.45.0 .5' [�= EXISTING 24. \\\� PROPOSEDADDITION WOOD WALKWAY 0 O I W LJ m H C5 R ASPHALT M Ln yPARKING In (p fn 1 a (DRIVEWAY) It 3 � I O ONC Z N 3 N 45'29 00 W 52.03 TIE=170' ;tVART EIVED PEQUASH AVENUE X33 qq1 2004 GUARANTEES INDICATED HERE ON SHALL RUN '/!1OONLY TO THE PERSON FOR WHOM THE SURVEYIIS PREPARED, ANO ON HIS BEHALF TO THEIADRE'COMPANY, GOVERNMENTAL AGENCY, RD pR RPP[ALS LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUSSEOUENT OWNERS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEYED: 27 AUGUST 2004 SURVEY IS A VIOLA PON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SCALE I"= 30' COPIES OF THIS SURVEY MAP NOT BEARING AREA = 10,915 S.F. THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE OR LDPY SURVEY OF 0.25 ACRES DESCRIBED PROPERTY gUFFO(,� APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, Chairwoman tip 53095 Main Road Gerard P. Goehringer Z P.O. Box 1179 Lydia A.Tortora • Southold,NY 11971-0959 Vincent Orlando d ! Tel. (631) 765-1809 James Dinizio,Jr. ��l dap Fax(631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD SEP Z 7 ADINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7, 2004 ZBA F;6'X J d SUZANNE SMITH Property Location: 955 Pequash Avenue, Cutchogue CTM 103-7-22 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 10,915 sq. ft. parcel has 52.03 feet along Pequash A,,enue and a lot depth of 199.34 feet along the northerly property line. The parcel is improved v,ith a single-family residence located 40.9 feet from the front line, 15.1 feet from the northerly.�ide, and 10.5 feet from the southerly property line. BASIS OF APPLICATION: Building Department's June 15, 2004 Notice of Disapproval, citing Section 100-2448, in its denial of a building permit to construct additions which will result in a 23% lot coverage, or 327.45 feet in excess of the code's 20% limitation. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 19, 2004 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct an 8 ft. x 24' porch addition and 5' wide porch along the side of the dwelling, as shown on Drawing P. 2 of Project #2514 prepared by Penny Lumber. Together with the existing building area (including the 12.2 x 12.2 shed), the lot coverage will be 23%. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants wish to expand the foot print of their home with a new front and side porch addition. The increased lot coverage will be three percent over the code limitation of 20%. The addition will meet or exceed the required front yard setbacks. The neighborhood consists of five other lots on the same side of the street with similar lot coverage as the applicant's proposed 23%. Y Page 2—September 7, 2004 File No. 5526—Jeffrey and Suzanne Smith CTM Id: 103-7-22 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is only 10,915 square feet and is the smallest in the neighborhood. 3. The relief granted herein is substantial, representing a lot coverage of 23% instead of the code limitation of 20%. 4. The difficulty has been self-created and is related to the need for a new front and side porch, planned with a design that would not conform to the current Town Code requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Tortora, and duly carried, to GRANT the variance, as applied for, as shown on the plan Drawing P. 2 of Project #2514 prepared by Penny Lumber and diagram stamped by Penny Lumber indicating "Smith Residence, drawn 10/1972, and confirmed by the August 27, 2004 Stanley Isaksen survey. submitted and date-stamped August 31, 2004. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning ode, other than ch as, etbacks and other features as are expressly addressed in this act, Vote of the Board: Ayes: Members Oliva (C' invo n , o ri g , To a, Orlando, and Dinizio. This Resolution was duly adopted (5-0). Approved for Filing �O��,Of SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [x] FINAL ��2 [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION J REMARKS: DATE ������ INSPECTOR ��' *�yoF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/p [ ] FRAMING / STRAPPING (FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPE ION REMARKS: -�- DATE �r � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =FINAL LATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR Z f Jo� 7 �. 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [�OUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: w ��)L `fix- 7e• DATE �3 �� INSPECTOR / 765.1802 BUILDING DEPT. INSPECTION [Jy, FOUNDATION 1 ST [ ] ROUGH PLBG. / J FOUNDATION 2ND [ ] INSULATION �[ ]`FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: d -05 DATE INSPECTOR �< FIELD INSPECTION REPORT DATE COMMENTS W d ro FOUNDATION(1ST) kAH --------------------------------- 121 FOUNDATION(2ND) An` N U�Jmm • z y ROUGH FRAMING& PLUMBING R� y INSULATION PER N.Y. � STATE ENERGY CODE FINAL CIA ADDITIONAL COMMENTS �j z m z W � ro H O z x d ro y OW S 4532 20�E 57.95' m 'O I Nc -1 1N 1.5 PICKET .2' In FRAME ' M T I N SHED 0) w 12.2' wI I I II I � I I I I Iw I 16.4' 12 Ix o I a N N I J 13.0' 7.9'7 2.7'12 - o 4 0 N w 41 I W N ttz w O (PROPOSED) 3 14.0' 15.1 i i. 10.5' 2.$' N EXISTING WOOD In DECK n W7RAILING 79.3 3. $. 15.45.0 .5' PROPOSED EXISTING 24. 3 ADDITION WOOD WALKWAY O W I0 ti o W m N \ O o a ASPHALT M N o PARKING (o (~/1 L() a (DRIVEWAY) �} � � O ONC J Z N 3 N 45'29 00 W 52.03 TIE=170' RECEWE® PEQUASH AVENUE AUG s 1 2004 GUARANTEES INDICATED HERE ON SHALL RUN `� J B,� gl9(�q'J� ONLY N THE PERSON FOR WHOM THE SURVEY - FUY""'" 111 P IS PREPARED, AND ON HIS BEHALF TO THE LIJQ� P7LE COMPANY. GOVERNMENTAL AGENCY, -'�NINC.i_F'i)B„{j� �x ORFEAL5 LENDING INSPTUPON. IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSPTUPON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUPONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEYED: 27 AUGUST 2004 SURVEY IS A VOLA PON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SCALE I"= 30' COPIES OF THIS SURVEY MAP NOT BEARING AREA = 10,915 S.F THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE OR COPY SURVEY OF 0.25 ACRES DESCRIBED PROPERTY TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT fe e g, -SryAle, a fc,fa ve FORMER OWNER N E ACR. JN s , zoo SW TYPE OF BUILDING ES. 2/p SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DAT REMARKS 0 4 d• �e e f -;m r. tdcv�di 00 �'3 $7 �P ! 8X con • n rJ P * l+ JI�Ss Ovr ons ✓ ysD�0y youGc°let 0 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Fillable 1 Fillable 2 Fillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD douse Plot DEPTH 4w y BULKHEAD "r' DOCK Total '•;.. r t 0..i • • SSSS■■ ■■�■ ■_■_■ ■■ SSSS_■ ��■■■■■■N■■■■■E■�i■ SEEN ■ 11■■SSS■■■■■■■■■■■■■ NONE■■ ��■■■■■■■■■■■■■■■N■= SSSS■■■ �iN■■ERNS■■■■■■■■■■ ■■■■■■■ I■RS■■Yi■■■■■■■SSS ■■■E I■■©'■■■E■ SSSS SSSS■■■ IENOI■■■■E■��� ■■■ SN■■■■■MIERNINN®■■■■S ■■■■■ ■■EN■ ISM■I■■■■■■■■■■■■■■■ • Wallst. : , . • � ® Fire Place - • e.. .. a .. Dormer TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALE. Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ( 6 7S Check Septic Form N.Y.S.D,E.C. Trustees Examined ,20 o Y" Contact: Approved Contact: Mail to: Disapproved a/c 411 Phone: Expiration J ,20,9,6_ Building Inspector APPLICATION FOR BUILDING PERMIT 2 Date Jr� , 206� INSTRUCTIONS ,a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b:Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. 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 alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. gna f applicant or name.,if acorporation) '7J�J`Jr D�"pA�.c ../� Qn,.r �.�,+.C/�11d? i•.II�.N��9.�,1 U (Maillng addreggg of appli a z State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises � �•- (As on the tax roll r latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9.4--r P 4?4,4,, House Number Sfteet Ham et County Tax Map No. 1000 Section Block 'I Lot ASL Subdivision Filed Map No. r — Lot (Name) 2. State existing use and occupancy of premises.and intended use and occuyancy of proposed construction: a. Existing use and occupancy / b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition L'_ _ Alteration L­- Repair Repair Removal Demolition Other Work-,---- �� �� (Description) 4. Estimated Cost i e Fee ` q mg this application) 5. If dwelling, number of dwelling units__/ Number of dwellilg utsa7i Dior__ _ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. a y7. Dimensions of existingstructures if any: Front Rear ---- Height Number of Stories - Dimensions of same structure with alterations or additions: Front Rear Depth el Height Number of Stories 8. Dimensions of entire new construction: Front a� y/ Rear Depth 17 7 Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner ,n,2.,z r.4f c .�F� a7` 61 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 X Will excess fill be removed from premises? YES NO 9s's'a 14. Names of Owner of premises Address l'�ftige...cs, Phone No. �y•SW 51 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO,3� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RFQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO,,-- • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) '/ •/GrF`26d c �! -Y-T r'2/9/riY being duly swom, deposes and says that (s)he is the applicant (Name of ndividual signing contract) above named, (S)He is the Q"J)A rte`10 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t day of 2lX/_� Notary Public :;r' Signature of Applicant M. Notary Publilic,State of INew York No.4952246,Suffolk Courcy Term Expires June t$ a C5u7 A7 -- ILDI T lA- YY - Applicant/ Date Owners Name: Reviexved: 6, 6 Architect/ Date Engineer: Submitted: SCTM D District: 1.000 Section: �Q.� Block: 7 l.ot: ��? �C.Q Q�� Project Subdivision Location: Single& separate Required Name: certification: CYes/No /U ,� Req. Req . Zoning 1)istricc—pt,�!y 11,0(size. Aqual:___f() �t�l (Lot Coverage Re i / —�` 1 rotx+scdl [front Yard ) Proposed:%_I (Side Yard ` + R� 1 ro sed: Req Req. / � � �1 Rear Yard �_ Proposed- Project roposed Project Description: AGEIYGI�..�ERMI S � -' 4[ REQUIRED FOR gFVljCW NO YES Permit UML her Suffolk County Health Dept. New York State D. E. C. ✓' Town Trustees Town Zoning Board approval: Town Planning Board approv . l Flood Plane Elevation??? FIood Zone: rotes: Cz TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 15, 2004 TO Jeffrey Smith 955 Pequash Ave. Cutchogue,NY 11935 Please take notice that your application dated June 2, 2004 For permit for an addition to an existing single family dwelling_ Location of property 955 Pequash Ave. Cutcho ug e,NY County Tax Map No. 1000- Section 103 Block 7 Lot 22 Subdivision Filed Map # Lot# Is returned herewith and disapproved on the following grounds: The proposed addition to a conforming single family dwelling, on a non-conforming 10,965 square foot parcel in the Residential R40 District, is not permitted pursuant to Article XXVI Section 100- 244 which states that lots measuring less than 20,000 sq.ft. require a maximum lot coverage of 20%. The site plan indicates 23% lot coverage. Authorized Signature COMPLAINT REPORT NAME: I� . C Lo J E6? DATE ADDRESS: PHONE # _46Q0 HOW RECEIVED: - TEL. -MAIL- IN PERSON LOCATION OF COMPLAINT: `i'.5 6 TTeagprstt kvc, SUFF. CO. TAX MAP # )O -"-)Q OWNERS NAME : 1 �m i -�-�, NATURE OF COMPLAINT: r ASSIGNED TO: INSPECTION DATE: y REMARKS: ���?c ?� /� �� -t.. /BYE' kw,,l etooe /i ACTION TAKEN: FILE # IF APPLICABLE RE-INSPECTION DATE: Permit Number REScheck Compliance Certificate checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\SMITH.rek PROJECT TITLE: ADDITION/ALTERATIONS COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:05/04/04 DATE OF PLANS: 04/2004 33 NE" PROJECT DESCRIPTION: SMITH RESIDENCE 955 PEQUASH AVE CUTCHOGUE,NY t{ COMPLIANCE:Passes EH Maximum UA= 103 Your Home UA=99 3.9%Better Than Code(UA) Gross 7Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 360 21.0 0.0 17 Wall 1: Wood Frame, 16"o.c. 280 15.0 0.0 16 Window 1: Wood Frame:Double Pane with Low-E 46 0.330 15 Door 1: Solid 21 0.270 6 Wall 2: Wood Frame, 16"o.c. 365 15.0 0.0 26 Window 2: Wood Frame:Double Pane with Low-E 29 0.330 10 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 195 21.0 0.0 9 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Wyf S D C V-_6 Date d REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:05/04/04 PROJECT TITLE: ADDITION/ALTERATIONS Bldg. Dept. I use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: I Above-Grade Wails: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I Windows: ( J I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Solid,13-factor: 0.270 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space,R-21.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ 1 Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented formed ceilings,walls,and floors. I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must be identified so that compliance can be determined. [ 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ 1 I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I Ali joints, scams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabnc,or tapes. Duct tape is not permitted Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ 1 I Ducts shall be supported evC1y 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systema: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code ojNew York State or the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: ( ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 200% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Tluclmess in Inches by Pive Sizes Heated Water Non-Cmulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System TV= Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Loa.Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) CONSTRUCTION SHALL rmrNTqnFTM PLUMBING JFW YORK STATE-. ALL PLUMBING WASTE 8 WATER LINES NEED TESTING BEFORE COVERING - z s N II p CERTIFICATION OF a n, NAILING&CONNECTIONS REQUIRED. PLUMBER CERTIFICATIONLU z z ON LEAD CONTENT BEFORE a a CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER @KbERWRITERS CERTIPICAfE SUPPLY SYSTEM CANNOT REQUIRED EXCEED12110 OF I% LEAD. z J R }--- U > • ae Z Q Z Lu o i W 7 / iij F � U) Z) 6" J 7 C33 ___- __________ 0 F —U = d _______________________________________ ---------------------------------- ----- -------_J'-_F___ _____ ____________i __Ai-CFLS' 0 1 - ___-- 1 ,9111 � Lo0 + `-------i + ar, / III i FFNIni�_____ II � rI - - r mo' ILI � G / /A / 1n GIRDFR I11 / J 1111 I x 0 I 1 _ 1 1 1 I I I I 1 1 II I 1 I i II 1 - I 1 1 1 i I I I a . m I .1111 S W 1 I 1 fILI I" o R __ _____ _ _ ____ II 1 _____ ___________ ____________________ ______ . ill w I / � I i 111 � / 111 ---------------------------------------------------------------------------------- ------ -------------- ------ �I u1; APPR.111 - �- 111. W 1 __.__ OTED fr�Y: 3yv BY: I \y'WdYIFY BUILDING DEPARTMENT AT a 'Ya a m `I�`_'=___________ ------ -- ---- --- - ------ -'N.'IUOW SAM TO 4P FOR THE ------ ----------- o _ M -- _________�i_ '-__ ------_iP�LOWING INSPECTIONS: ------ ----�� '— cluol r+ ` . -- ,2. ROUGH - FRAMING & PLUMBING REQUIREDnt`��,,J✓✓✓"''"' RED :7 33 L - - .. - - - -. - - - - - - _ - FOUVDA OSI PLAN --- i _ LIP,,_3„ CRETE 11'-3"." J -U, 4. ROUGHAL -U- FRAMINCOT ON MUST I IIATION OCCUPANCY OR I ��•, BE COMPLETE FOR C.O. � O <(�O USE ION SHALL MEET THE IS UNLAWFUL REQUREMENTSTOF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR WITHOUT CI=RTIFICAT N OR CONSTRUCTION ERRORS 'L OFOCCUPANC �j�"�=.'�� =�Li'd ff O•PiV 5�,�� 7�� �P4'�, Irmo � 0 k 0 RETAIN STORM ll R'UMO F PURRV7O yrc L V 45 10G OFTHLT©WN=C, a I 0 Z d- a N � x _ d or � w m ❑ w ❑ o Z - - z Q Z - - -- .. _- - - - - - I- U) < Q CD CD T o' _ �' o" W O O jF - - - - - - — - - — z = u10 o R Lac ATEo rnum InrcHEn � 77s? Ali U) � U 72•-11" �.� - �'� I m o � IE17ChICN T7 (21 _"uID IFAofR m _ _ _ _ P - PAPYRI a INSI ALL W6RKI5 STEFI NFAM - 10 HE FW'„I III c,nNNEITlllJb - / - _-- - - -__ - — - - _ — - -I i — -- - - - - - - - _ _ - LVI(TO REPI ACF F-I41N6 RETti) - ROSH HEAOp: _- - - _- - ✓ - - - - _ J I- - - - - - -n- / _ 0 O OC v a _ ❑ Q O w - y a > m ffl 11 r z m - - "XI HEADER o' � r I - I In �o rv� - — - -- — - - -- -- IT, I --- -- - - ------ — - - - - — — - -- - Fwcen6I1 �. oa w---- 77'-3„ - O ,— 17,-0„ 27'-6” 6,-5„ 71,-4„ Cu 1 ST. _ FLOOR_ PLAN Tom I�I w � a � j N 11 p � o ;III Z � m o � o � z 0 L II 5 Q > z Ed I— - U) :] U) Q U Q LL O was 27-S' -- - - T-2" -- - 19'-10" - - - O F Gi c-) L A14F, nalL'10 ❑ cf) c,n lu 11 1'-4" IIILH VVPII Q 7 m F n�� CLOSET bl l ljj 11 Q �- ,--# 3.-0. n - _ Q D i _ L.,- cYi u� m 66 F- D n K - ® - =y� CLOSET .� 8 _0.. I1 3" .� QO O o - �� oIn _ T In rr I � ao �I IIH[nl I I P� it 4! wl � a p Iznililvc D N O w ar0 I I I- fUY U w iy Q I I 0] =WAL1n12._8CIIT111M CIOET I IIgpll]IMGu0' 1I 304, H1JL 27'-J" 9' I'1" v j G 8 40'_3" � ��._0" � W 55._3,. 2ND FLOOR PLAN x '�YtS LL LLI U a hN_ DOV—,L DOOR SCHEDULE EXPOSURE CATAGORY: 6 MEAN ROOF HEIGHT: 22'-3-1J2" v a �LIVING SPACE jEXT,_WALLS DOORS- WINDOWS : o EGRESS 1i1L-AZ.YNG UNITAREA - - — -_ N4387.-D.P. -MYdd.D MANUFACTURE CATALOGUE HUMBER DESCRY TION S.F. S.F. U-VALUE S.F. IST. FL. QTY. 2ND. FL. QTY: ZONE 4 PONES UHT D.P. NOTES- - m _— _— — — -- Z U Z _ 2 NVDER,EN CWI1-3 CASITIFIJI 68 72 033 95 I 1 35 �0 Q Q h ANDERSEN 333 - -- _--- CA95MENT 10 11.0 033 -- -3S AS - MSNNG WINUUNITO BE REUSED SUIT O O ANDERSEN MUG DBL HUNG 59 :118 03', 3 30 — 511 - USE DESIGN-PRESSURE UPGRADE UNI3 fP AIVDLRGPN 202U) DHL HANG L1 40 035 66 - 1 30 — — 30 USE DEIGN-PGEGGIIRE UPGRADE UNIT 7 — — O I — - — U AIVDERSFN FWH611fj11 AP/PA RENCH HINCFII p00P 'A 9 J19 Ili] 11111 ]11 10 '< uj = W 1NDFIL';E1J 11VC.61161L FRENCOWDINGDDOR X53 2i9 U:5 - 108 1 ]0 '10 IL W w THERMATRU SW2 3/8%6/8 ENTRY DOOR IlIO 19 011 [I0 I 1 - ]B _ < w j o -- GS p U) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURALTABLE 1609R PE1-4 PANEL ALTERNATIVE FOR 014 PROTECTION o Q FOR WALL OPFNING PROTECTION OF 120 MPH 7,—SECOND WIND huSTS WINDBURNE DEBRIS PNOTECTION FASTENIIIG ( MAXIMUM MEAN ROOF HEIGHT: 35') SCIIEDULE FOR WOOD STRUCTURAL PANELS mo IA'.lUlF SPACFG (FSIIEn) FASTNER 'PANEL SPAN 2 FEET,PANEL A FEET,PANEL G PELT,PANEL TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN c 6 FEET 2-i12"liti� 1fi 16 12 9 -_ SHUTTER ASSEMBLYwuo �� 2-N dH 16 36 16 o scP.ews NTS. FDP. PANEL SPANS �. WOOD SINUE TUPAL PANELS WITH A MINIMUM THICKNESS CF 7/16" AND MAXIMUM X _< Ab WIDE SPAN � PANEL SPAN 01 @ FEET SHALL BE PCRMITT CO FOR OPENING PROTECTION IN ONE— LL 23/32" APA SPAN—RAZED 48/24 SHEATHING GRADE PLYWOOD AND (WO— STORY BUILDINGS. PANE SHALL BE PRECUT TO COVER 01_AZED �T.� OPENINGS WITH ATTACHMENT HARDWARE PROVIDED Y (OVERLAP AROUND OPENINGS 4") (REFER TD SECTluIJ 16391 4, 1609.6b AND TABLE_ 16091 4) Q. ASSEMB I_Y. ATTACHING STRUCTURAL PANEL: FASTEN "TO NUILDINC w/ z w no X10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL � m WOOD SCREW V IH" OC- O c, ALTERNAlTVE FAETINER FOR SHUTTER TO SJILDINC. m #10 TEE NUTS ATTACHED TO BLDC w/ ll15 ( W/ WASHERS) A,: .. ; • ' m MACHINE BOLT C I1" 0 C- F0,T NDyF �ii L - 2 IG IIIA MI II III'LC SEC IIOIV ASSEMBI Y: Z, -1/4', I+HCK BOLTS V 2' OC 0 w \� °3 SHUTTER ASSEMBLY 0 WTS FOR PANEI SPANS. �I OR WIDER SPAN 23ja2" n1'A SPAN—RATED 4a/24 sHEAT11wc GRADE PLYWOOD (OVERLAP AROUND GPENINAS 4") 2z1 SITROTIG—BACKS @ 24" OC 12 Bku li Ind kplBS1 II ASS SIR Y. �I. II ilE _ PREASSMBLE PLYWOOD TO 2a4'S: $ 10 (w/ WASHERS) GALVINIZEO OR \; SrnuJLEss srEB_ WOOD SCREW @ 12" De hI � 12 2) ATIACI-ZING STRUCTURAL PANEL FASTEN TO BUII DING v,/ o (w/ wnsHERS) GALVIN¢ED SOI60(: OR SIAINLESS EEL _ 'OG� WOOD SCREW V 16 CC �_ _ Vow ALTFRNAITV; FASTNER FOR SHUTTER TO HUILDIN6- U- #10 TEE CHITS ATTACHED 10 BLDC. w/ #10 WE WASHERS) ROOF PLAN � MACHINE BOLT c 12" OC C a a 0 z � � a e = d N ar. o . 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IIAlF VJAII 1"1 OG.KILIG, _ _ BE I _ LRMPPPfI(jF EXTERIOR I l HIGH RAII IVG �I%i%IRTT CIITIJLP e ._ _- .TFP IIB _ TEI'Idl .. 5�1 DFfI'INI� '� HC1115E @1G"PC / _ %FlE unlfi'PG R' 1115111 NTLJII I' OI III FI` NI' EI/{AIIIJ6 I W IYB PT OJ iL O(' _ �_� TE ]HIFIID BOI TFD 11 H II I' ^nIC, Il, 11"XI. CONI'. FTG %B IEOUCR 'III LA�YET (p] y. ROLIED TO � A O %B IIIJL RObR SY;IEM ADD FOUNDATIIJN F-I - - 2" 11 IFI, (MIDI ) CI)HC `LAB _ _ —' Ib" Fn4IHDA lIPIq O LOP;1 HI OCY - I %B" LLNC FIC. �nuu.u�r (27 SECTION A- A z - - - - - 0 - - - - - - - - - - - - - - - - 4i ,I�o � o.I�� rt. �! I ti,o,�A a SECTION B - B { ry -(, TI w - x eWeEM1. y 'Irmo ua SLOPE"11I'PEP.PoOTPIfCHIOIJR4N � s W WPLUMBING SCI-IEMATIC ED — < CL WIND LOAD PATH CONNECTION AND CONSTRICTION DETAIL DRAWINGS d o d USE THE FOLLOWING APPROVED USE METAL CONNECTORS FOR PROPER WIND RE515'rANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. y TF ICING 6ND5Z Z LU LL y GO WALL 6 ~ 1 -� RAFTER TUU tl - 0 OB Q �' ETJUWALL CRIW'LH STUD - IJ h -�`-� OLITTOM PLATE \ ) URGE .]_i'\, IEfIGER .- ") ➢ATHTIRl - - ..7 <\ /\y / IEAOEIt BOB � � �i smFwnl I 1 ILII 1l "\ W FLO RI]6P NUMBER BE6CRIYl ION APPLICATION - �� J\ - G,I /, \ \ \ z VIOLU I]oWN CONNECTTOISIDEE IFN LcorM[RS Y�� /�f' N z 151 AOSs ANCHOR TO FOUIJOATION W/ANCH013110LT5 / �t LATIN LLEFLOOIt1PARAIUNOEITH THE ADDED W W CONNECT TO]SIOE,OFALLLOP-IVERS ON LOCATION USP NUMNER DESCRIPTION APPLIG1lON LOCATION IIRP NUMUEH `EFZ 2IPT10N M1PM.ICATION RAFIERSRE USP NUM[fiR UL'SCRII"ODN APPLICATION- -- 611PPDRTEACH WAIL ITH(GPDISTS LWITH WALL OOR W = {IJ HOIOpOWN BOTH 90T PLATR OF 2ND FLOOR ANO TOP _ _ _ JOTS OIRGf.TIOLYIUN JPI ALLNWAILS, L I 21JU gOSi ANCHOR PI ATGS OFiST FLOOR CONNECT THROUGH ALL OPENINGS L51/N2 1-11.1'v12'2Hga "TRAP APPLVTOEACIIJACI(sTUO f ROOF LSIA2a 1-94"xzA'209a.6TI3HP AFPLYOVEH RIDGE IU IEALIi RFFTER ]xfi-2vH LCtb tgP. SLOPE HARDERAPFL"NGACHRAYTERILEUGLI3 1` O TI IE -COORS TO F.ACH OTHER WI rIIREAOEO ROU aL OPENINGS Till UR RIT TYOOWNANCHOR APPLY TO EACI I LRIPPLE'TO[, 1%111 IS:10- Ig9a SLOPE HARDER APFL"TO EACH 2V-TER II CNGI34 FOR.IOLSTNOT DIRECTLY UNOFRPARALLf_I WAI Lv,PROVIDC - CII OLOCICIN V'•COC J WALI STUD-- ROUGH-ROD; EXHAUST NTS SELECTED AND _IIO 0_ _ LOGAT E➢BY CONTRACTUS FERAL ARAP - ) \ IA\ CRICKET AT IOPv'YOPOF AS RE ATIOIJ CIIHNNIJ RIMBOARD / OR MINTY RAFTER 7 G r� RA�TE� A6 RFOUIREI �V�" "� 0 V .WAD.SHFATHINO P MAIIVIPIN Vim, SILL PLAT£(61 _ - - _ J /A VE IT WDODJ0ISI - SIDEWAII FLASHING " FOUNDATION - / - IOP PI ArE--T(`J ��w41LEGGF.R ING ULOLHING -- --�? J, Z* - - - - FINIGHWALLAND1110161THE � \SIJ \ ?xa eDFFrt JD1sT \ BARRIERTO A'PLAGHING T O] 6TAPPINGICULATTACHIEOTOWAN_SIL [WB OC �' ATTIC SHN LUC PROVIDED WITHA -FASCIA \ \\f \\ �lfl E, .ATwALL-MAIIJTA1P15AP _ •' A AND ALL WINDOWI OPENING JACK SST_UD6 / _ MINIMUMNEI'fRCEVCMfTILATIPIG ARTA ' V / BETWEEN WALL FINISH ANO -OIRRER FLOOR JOIST UCPTH USPNUMREI3 DESCRIPTION APPLICATION A/� ROOFINGTO 4VOIO60AKING WALL SNI] J NOT LESS TP IAN Ill GB OF THE AREA OF l WOOD GIRDER .� THE SPACE VF.NTiLATFTi ALL OPENINGS INSTALL"ROG x '' �ONTIN SCREENED VENT 51IALL B[COVCRCO WITH COI3ROSIGN n".8" L61H24 I-IIA"vbl"2pya STRAP ANDALL JACKSTUBS - �// �'L " RESISTANT METAL MESH WITH MESFI cUNTIN SOFFIT/EM PLYWOOD jp ON ALL OPENINGS \ "� PROVIDE HEbIM AI THINDGE IS - OPL-NINGS OF" Y N -- - -- -- - - . FLASI IING TO FORM CHANNEL .IIVLH IN OIMENSIOIJ INSTALL a'O"OC \ < WLAOOIJ USP PWMBF.R DESCRIPTION AFPLICAIION 5OFFTED SAVE U °9 H'-14" L61 A30 14IJ'k30"IBga9TRAP0.NO JA019,5TUOS /!\A \ AMO SO fu TO MAINTAIN ATI' CONNEL"r TO 7 m \L GAPTD PR@IFNF CAPILLARY 4 5 RAFT EH HI IH ID-31•l"x IHga T'9][]'NN ANCIIDR ONALLOPENINGS ' ` " FALIIIHAFTEH PRO\/IDEBLOLI(INGBETWEENJOI6TS TIia"I aRE SPICF0AN0 H N N __ ___—__ INS HALL OW j� \\ ACTION --- -- - - LOnINELr.o ROOF VENTILATION / OVER DEnewswqu3 AuorIEADERs if'- I5" LSTADR 1-1/4'x35^]dya STRAP AND JACK STUDS \ �S `T�\; a"-Iz'rAFTER TUTao zI-I/H"xzHga TvnaNN nncHOre EAc1H RAFTER SOFF TED SAVE DETAIL 1 ON ALL OPENINGS \ ! .' `\'F KEEP ROOFING NAILS CUT _ _ _ __ _ - _ a M OF FI RONDO x BAD FLOOR WALT �� \. \ \ \" �- _ \ \�/�— ROOFING LAPS DASF \ a �/ V FLASHNGi INCHCE \J / ��/• Y V rI \ Bq 3E FLASHING WRAPS CORNERS RgFfER rt7 \ MALEBRUCIAAIREDP OF E l �,� ./ ,Q D .. � \\�\ MATERIAL AS HOOFING ` �J�/ (/ mrNDS UNDER SHINGLES AT -lI AILCOTO SHJI INC //jM1 \ \ O w \ 610LS 411JCN�F.AND LAPS '^'rJ N rH \ / A11 \\ '� y » ' SO S ATBAF MIN 4 INCHES 5 .(' THROUGHVENT _ �i /� Vi . z z ? NI WOOD JOIST --- j 'OP M - J YJ GIRDER/HFER SIDE WALL FLASHING � � ID � M 1 IST FLOORWALL SIAPPINGTO BE ATTACHEDTO WAIS.STUDS&W GG ' / WOINJ JOIST \� ANDALLWINOOWIDDOROPENING.IACKSWD6 METAL FLAiFJGG Al'ALL EavE5,5 GEJELLS lNA1LSTUU-- - /J Y�fµ`, \ BUD JOIST DEPTH USP NUMBER DESCRIPTION APPI KATION aNO RAK125-PROMO@ HLMPIEO EDGES 50 ET RAFTERS As To FGRM oPaINa�E cNanuEL6 ANa `HJ�AI,STRGS PREVENT CAPILLART ALIIOnI LOCATION OSPNOM9N3 ICOPNNfIARIDGE VENT FOLDS PRE T] FROM KITOVALLUNFR 12 AILJOISTS GOIJNECIEDIDER STEEL CONNEIORESUI'POHTEOWITHifi1 "TRAP TND InCKZ 'itlga STRAP ANO IAfK EE THEPROPER X 112 CONNECTOR L460C OPLOVERRIDGETOMTOS AIH PASSA..P IFAHIE,OALLo rDIPSAPFOX I &REDCRTHANPOULS OERS � 'IY/q 49tl" APEIVINGS I'I APES FOC CONFORIdTUSLOPt0DC _RfiAFTFRT6TUp5 � CONNFGOVTOALLUINfUItSIIRINI(AGE XRNUCEDUMPUIP'sPLAFGIWALL ]Pl H4 STUD PI ATE ANLll01. ACH OF IF OF DALER SILLPI LD '- vIC TER IE 6PIIELD -g"R,\R� / TRIT,LOR SYIL GASKETS J, ` -WOOD JC'Iv'E � NASKIFT R ". ' TYP CONIC FOUNDATION �� ° CONIC s1Ap K � GASI<FT \ ` \ ' A CVA ISO TO STEEL L11AMIS HILL OD PLATO F OAMPPROOF EXTERIOR fiMIL POLY - - T� 6 ICPOLPON EXTERIOR ORAIVULAR FII 1. STEEL cowMn u 4 ROUF.IAf.% STEEL eECvl U f GONG SLAB - f =� V\ L//IIi� e I —�' a Z " a / 4' ,lu r e STLEL /j COMPACT FILL / IOP APIC ESOITery PLATE y a ROOFING LHPS � /r Fr J " PLASHIIJG AT �_ `, ( / WITH I[ r 6° ANGNOR COLI KEYWAYIOOTING CWC TO [: USE WITIi 3x]SUOARC WASHERS SIDES AND TOP � \ I2 GROUT 1�I " �� ANCHOR BOLI- / Hu VE LOPSfN OR nPSE]7 O _ 3" STEEL cow11N / N REINFORCING BAR OUNDATION HIS"DIA ANLHOII DOLT \ \ \ _ O DRAIN TILE -- Lp - ANCHUl ROItcONNCCTION SOPPOHIING MAXIMUM SPACING FLASHING LAPS - } \ _ -\"- IO KIPS) SILL PLATE TO FIIUNUATION ROOFINGATBOTTOM \ --\\\\ ".y n' I� A IL'RM1VUI'SPAC.e OR rp.NDATION) isl Dlxr ]z OIC \ i\/ \ 'W uLP1.ATILI FoONUAll ON \ TYPICAL SEAM DETAIL p� TYPICAI CONIC FOUNDATION AN' YPILASTERS 'STE6L COLUMN ANCHORED T021"eJ4"x12'CONC RG 'CRAWL SPACE OR-OLINOATIED is1OR1ES NWNG - ('STEEL / BOTTOM BEARING 1VI;��F�7 I ISTRUCTURALMIN 3 VEEDEU FOR STRUCTURAL BNACING - - - -- W mrgLL eoT IS AD T_ r0 rouNegn°N ]?STORIES Hx"Doc ROOF JACKS e VENTS DETAIL ISLaG.ON-GRADE 11 6u9FLODR Q LONC.6IAB OOURHWME 5%fi 10H1 WWM . ' - G-ABASE_ COMPACT FILL D0012 TOERL (.�—STEE FOR Ill0C6GUT W- —STEEL BEAM PT PLAIE / - t /y('�/ W/6X6W/6X6 LONN y <LGI2NE'91AF-�� BOTCH JOIST AND ADJUST HEIOHT / / 1 it AIR sl'AIE +I A Y�TAIR WIIIIANAILING PLAIEIP NCEUEr AT IND AND 109E MROY. Ilv OR HIGHC'T TH /i p ° FLUES OF W000 L J 3 STEEL BEFlM TO ALLEN FOR SHRINI %UBFLO CSPDE -- ���/f i BEAMS nl - M PRDVIOE STRN'PINGrO 16EPJOISTS AL 4A, �,�AA1'' ICI( IIS L 11 L j '(buy'f W'M -- / / il ° °J �PYFii"MINI NOTCH SCAM FOR MUOS,LL IF REQUIRED-MAXIMUM. '{ --RFINFORONGRAIR NDTLH COITAL S III DEPTH OF LEND I ° T e,Ti= -13FINI CODING BAR F /A P C��URAwrnE �— � SRCPTMI v0.J]Ba FELT UNDER HEARST POINT IllOF CONTACT WTH CONCRETE OR CONC BLOCK mJ1IJ11R mo l_TYPICAICWCMONOLITHICFOUNDATIONSPIN IF WITH(?I 114 REINFORCING PAR'. TUCKEN SLABS BENEATH SEARING WALLS AND COL OMNIS `�.\ SHIMSiG LEVLLDEAM REINFORCE FOOTING WITN(2), REINFORCING BARS � ;{M INIMUM DCAItING SYIRFAC E FOS WOOD BEAM GARAGE DOOR BLOCKOUT 0 E BEAM POCKT o w O a a I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED LISP METAL GOINNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION- FOLLOW MANUFACRURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CANAnIT-1, N � V N I o / U m I'MAY >qry KINISIUDG -.J Z W W S n"DIA MAXIMUM / �" _ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a ¢ Of CRiPPLesnlO 1 _ _ _ __ p o BROUND W'No OSTD FROGT WINTER ILC6lilELO ROOD1 SNOW SPEED GESIGN WEATHERING USE TER DECAY DESIGN LNDERLRYMENi HEADER J ` = LOA. (MPI¶ WT_BOB, DEPTH TEMP '111111 RENWREO HA3ARG5 AS LBS 40 G SEVERE 3 FT MODERATE SLIGI TO 11 �NAE reIDCB - _ / �- i� rO HEAVY MODERATE V z Z ��^" "�� RAFTER-TO-L_CDGER-CONIVI°CYTON -- Z Q \," 3EOBBR rD BEcouNECTEom SERC UGINB uz'DIABOrrs fiNl6•VC WITH wnsFFHs I IEAL]Eh'.TO-POST lSTUD CONNECTION DECK AND COVERED PORCH NOTES: !JJ RIDGE-TO-RAFTER CONNECTIONwaTERs¢E usPnurnaea DrscRIPTToN APpucAlloN LOCATION usPNurvwFR= DrscRIPIION - APPLICATION 11 um.:na,=nv�nmen,an HamingmamnalmnaHt acD Pr�s.�nnealae mmmi STA A INCA �. LOCATION BSPNVMBER DESCRIPTION APPLICATION 25-?x9 LS'G iNga SLOPE (ANGER PPPLYTOEFlLYI RAFTENII EDGER NLOPENNGS LSTAT' Vi/A"xi N'109a BTRAP AW'IYTOFM.H JACKSTVD NliasL,nors,fanA��^tl aocM1mel�Legalvm¢etlnslamlesaleeL -j < RR L HOOF L^10.26 1-Ile"xLl"N STRAP APPLY OVTR RIDGE TO EACH RAFTTH 1X10 LS'.i. IN9a sLOPC HANGER APPLY TD EYCH RAI°TErt/LEDGER nLL OOENINGS r2T30R RP TYUOWN ANCHOR APPLY TU EFlCH[,RIPPIES]D Glrtlrra nn=ourreR Plers xnallbe ancnoretl wllM1 rnusleel ranee ga _ Ictrew,.mr aen, nmJnm a=Henna n,ann,naam�..m ter ofc owmJ w:,sn=n anmwl. O P P r a��ra,n,nJ Q LLI ua'svneE mHO.an=,me w�man�min�nn�N2dt-7"Innv anenn,.nu w,w waM,e,�sana rand �' � Z Mmirtwm a1PnalaaUPPmm�aeonnrsatlalmnnnmomnm,mlmm.mrP'.Ia'.¢"r,R,�nanB Z 2 LLI In C> L y _ LOT -1. mn . �mlnvz ^a�.,nw^Inn.an=enr nmlvnm,ral,nM ana nnLs.l=nnlmv=s„all a F 7 j in ,n ,,Uwv srann HAR I.nILs RAFTER Fw' C Ln ��V .q OnntJme:m n,nn w,ranng, N'n n o rte/ \ "TIER - - :-f hLRles,uruJ snau a�maaJed Neovamm�n nn mm2,nmadw�GwD^g anwEsnnNm„g � U) � ( ) and—Jim ledger leaaltoTofad-IC](a Mlfame wlm 11T NO nmis wm vAdISm � nJ ,ulv al lC �1 I '� -.� LOST anc. Q TOP PLATE /C �. �I ' �/ _ \ ' Lon=cele ao-rx al alme: n,lnl numu'annon graan mrgranr aoPFntl TDP PI HTE . ) ➢ ul 111 ee sn rtawul,nen.=sane amm�r= Mara, Jmslvnaumsnnnan=lwma PC 'V / RALGSH3R5 bmreeHs O TtIMMECNJUIST- OPER 9ALBSTEI2 ATACI1 IO HALL wALl.aruD � � � WALL sruD tJ al envelaa Rnnra sfieu nn es2mGred sed ew6nred me sememanneresa)Proal WIItlh�9 HANDRAIL CONNECTION RAFTER i0 PLATEISTUO CONNECTION ySO I, RAFTER TO PLATE/STUD CONI VECTION E cnnON usP NUMBER nFSCRIpnON --APPI-I CATION 111 V ALL HANGRn11SSPIN L BE CONTINUOUS THE FULL LENS HE LOCATION VSPNVMOER DESCRIPTION APPLICAiIUN CONNECTEAGH OF THE STAIRS. HANDGRIP PORTION OF ALL nANDRNLs ulTYuuwN AM-.R NAILING SCHEDr.1LE �SHAL NOT BE LESS THAN I-IIT NOR MORE THAN T'IN 4•.B•RAFIER RT1ll tV- IX"NFLTTO RAFiERTO pL0.1E POST-TO-DC-GK CONNECTION .'J31d"Y tflllo TYDOWN ANCHOR EA1 MRAFIi(i -- CONNELT'lV@RCSEMM x RE SS SECTIONAL DIMENSION,OR FIC BIHAPE SHALL _ IE/WALL SPIHd STODPLArE ANCHOR (- - DIA GALV BOLTS WITH WASTERS AND NUTS ROOT- SHEATHING: CONNECT TO pl-610E TO EACH STUD Q PROM DG AN BULL VILEST GRIPPI NG SURFACE A'-12"RAFTER RTL. 21-IIB”x 3.ga TYDOWN ANCHOR EACH RASTER lOI1VT DC-SCIYIPTION OAIV SPACNG NOTES ,L x AS PERTABLE "Z 6TRDGTCRAL PANEL 9J LL j� WrOM-6B0 4"MAX ��� VIV�\" �, (� y P"OTA MAXIMUM 0 \ \ Q ` �� \\ GIRDE HHEADE �J �� p Y s 'ROOFFRAMING, 5: BID ' GARDER/HEADER -rt� NAIL NAI 2 W Mr JOINT OESGRIPTIOIY N OTES �\\ IINFIER 1. .'WAI L 3iYJ COMMON SEACHG _ ,101ST �J POET/COLUMN ICENAILV h➢ �" NPrLATE la'WALCA-na COMMON RAFTER _ 11 _ POSTICOWMN FJ CLILINGJOAT TWALL 3-ba COMMON EACIT y T(t PLATE ta'WPLL lbd'COMMON JDST fD SIDI ING JOIST TO ASPER TNILE37 EACH PARALLEERAFTER WFCM S.0 LAP GIRDER/(IEADI'R / ] CEILING JOIST LAPS AS PER TABLE 37 EACH / OVEIVPARINTION WFCM-SBC LAP POST-TO-GIRDERIHEADER CONNECTION CDLLARIIE IS PER IABLE Ba EACH FACE LOCATION HSP NUMBER OEECRIPIIOFI SEPT CATION .�/ TORAFTER NFCM-SBC END NAJL 4x45D11O f,OILMN PHCgJIPBSCA/NCM P05T CAP nNCHOR A�DLYTO EACH COLH1uryN CHECKING sa-0MM1loN EACH lOL SPLICED JOISTS OVER HEADERIGIRDER -- -- - TO RATTE=R PER (JAIL fl � ' DECK/PORCH RAUN6 ..B soup cowmN-PlissBl PBs[nB/Ncns vns?cap nNCFlGaa wLYTD=_acH CDI UMIN POST-TO-GIRDER/HEADER CONNECTION V� JOIST TOGRDCR111EADC-HOcZTION R USPRT1llBER IFSERTVDOWNIANCHURCONNECTIPT ECANACH JOIST( _ USE MIN L L2'OIA GALV BOLTS WITH WACIIERS AND NUTS KINTDRI R, t-11Stl COMMON EACH I CND IIOLLON/COLVMIV SIMPSON SI Iilillt HC ANCHOR APPLY TO EACH COI UMN - IDR FTGR END i NAIL WALL FRAMING: [W[ z, NAIL NAU UNDISTURBED SOIL GN3RI II ✓ Jnwr DBscRIPTI°N My. SPACING Nurrs -1 LAYPLASTIC BASE OIRECTiY ON 1 TOP PI ATETO PER UNDISTURBED SOIL ORGANICS REMOVED 1 1 _ TOP PL4TE P-i6J COMMON FOW FACE NAIL LEVEL BASF `,/ (J _ \ �� �J III CONSTRUCTION TIIHF HND PWMB GPPLATSCAT -T-Ititl COMMON dA'SID FADE r„ WOOU JUICE ) / �" \;�� INIERSECIONS EA SIDE NAL V - �� p FIILL AS PER TILL AS PGR MANIIFACTD6C5'INCTrtUCTIUIVS ST�1pV L-1nJCOMMON O11 PACE C NAIL LEOOER 'GIRDERIHGFlDER J�II ��� � CDNCRETEPIE I' HEADC-RTO iti'OC FACE / YJ VVV ,6d CAlAMON ./ WOODJOI51 �^^ - �� V ��� II ILEII C1, HEADER ILGNG EOBGS NAZI VI ��\ WOOD JOIST T� � -III III ,III .TIL. -III„III- TOP URBGrrOM 2-1aa COMMON PLHZN S I DD END O PLA IE TO STUD 3-I MJCOMMON_PER 2x6 STUD NAIL O BOTTDM PLATE TO FLUSH JOISTS WITH HEADER/GIRDER -/ HOSOR JOIST AND Jo1SI,DIEM COMMON FOT SCENA, CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED rO A R PER HEADER TO BE SHREDS]NOWITH ,_ HEADER/GIRDER-TO-POST CONNECTION END JOISI D_DI OCKNG _ THE PROPER STEEL CUNNECTt1R DISTIJRBED / POOR SO - - IEDL.EN IOBECOPINI3CTGO IOBLDG USING I/L'DIA BOLT5�16'DC WITH WASHERS '- JOCnIION USPNUMIIEF OESCHIVTION APPI KATION IFABLE,SETFIISJOIDUSAPROX lil HIGHER THAN LVL HEADERS LAYad LAYEROF CPUCHED CTUNE OR - - TO nLl OW FOR CFNINIfAGE GRAVEL 13)BEAMS PAC P OR WCA4 POST/BEAPA nNCHGH APPId'IU EACR PIGG ly LEVIR AND COMPAQ I JY I IAN D 31BEAMSPAHSn UR WI POSr/NEAM ANCHOR APPI-Y IOEACHPEH LAY PLASTIC BASE ON COMPACTED GRAVEL 'DECK FRAMING: O LEVELBASENALJ Fly FLASHING TUCKED UNDER t-= TRACE TUBI chola Tu2F AND PLUMB JOINT DESCRIPTION DIT G IW]TEs W / Tor mECE OF SIDING AND j�Hi BRACE TUIiE - - On spPER T E AIV II\�� GIILABPERMANVI ACTIIRPS'INCTRHGTIDNS SPUR JOIST TOE LN'PL-D OVER PAST t ONTIN 1-0v COMMON / PIECE OF SIDING BELOW GILL TOP111 GINR_G_IRDLI3 ' JOIST NATE BRIDGING EACH TOC -Btl LDhIMON 11z"DInIwBOlrswluvnsHEas �\v%%� III�IIIIIII(III 1-=1=11�!=1= 'Ta JorsT 'END_ NAS- �corvNCcr_UTUBLDG @1c cc \ � _ = 111,,,111=III=,111,,,111= cast DEor,KNc Lod commON EACH Tor V "' rCJOISI FNO HAIL OOD I DIST BLOCK NG 10 EACH E SILI EIRSTRIP 2xJ WWocKllac �� ) �\ eIGwONC P11 n6 FCOOTIONG Fozrl 1H':h^ela' ) ��"� �J^� JOI50T1uNFLE�cER 3 Al MMDN �pI� )I.E� FLOUR FRAMONG ✓+^\ JJ �pty@ IN ACCW3DANCE WITIi CEGrI NIBa It OFNYS RESIDENTIAL CODE THI50ESIGV O i SUED, nN CONCRETE.FOOTING IOGEMI 'DISI . NA1 E NTENI FTIIF -ODE AND THE MATERIAL OFF SerlIC ---- 'p _ _ =I= WOOD GIRDER �/yj�y�-F�J' �� COMPLIER WITH IH U C I S BANDJOI51 R ENO 1r"1 BLOCKING FOR / A �yryp /' AT LEAST THE EQUIVALENT IN JULIAN LITY AND CITGCTIVENESS OF THAT _ TO JOIST 3-I6a COlAM N JO T NAZI JOIST HANGED VIL. y� YYY\ PRESf,RN1=01N THE CODE i I 1 L4�DOLT SAND JGI51 To PLI Y THE DIVISION OF CODE ENPORO=MSNT AND WJMINISTRATION51-INITC I HIS PRODUCT $ILC OR TOP PLATE L-1aJ COtdMON FOO TOE MAIL lJ RIM IUIRTIBD n �P' 'ACCEPrABLETOR URE'INNYS BASED UPON ICRDEGALUATION SERVICENEPORT ER sass AND SUIT TO THE CONDITIONS THEREIN DECK POST FTG. CONNECTION SPLICED JOISTS OVER HEADER/GIRDER IODATION HRP NUMBER DEFICIT' ON APPu OPTION '1 PROVIDE BI OQ(ING BETWEEN JOISTS THAT ARE SPICED AND - y BE USE WITH RTEEN JOUWN ANCHORS AXI".., PAH! GR WV4 POST/BEAMANCHOR APPL YTUCACH EON TIOP -- DECKIPORCH LEDGER CONIVF_C I IOIV Jze POST PnIJss DR wEBe POST/Bsn.I ANCHOR APPLY TO EACH FOUDNG a DO a Z GorS nn�u c+ NAILING SCI4EDULE FLAN CONTENTS: ru WIND FRAMING NOTES—] OCCLIPANCr CLASSIFICATION _ R3 RESIDENTIAL 41. >, GENERAL NOTES - - -- ROOF FRAMING: _ - { z � do 1)-RIDGE-TO-RAFTER ASSEMBLY SU'LDI IS USE DWELLING 1-114"x 2D gauge strap shall be attached to each palrof mhers in dcc.idam a to table 34 JOINT DESCRIPTION NAIL NAIL NOTES uJl W -t Co When a Collar he m used m leu she ridge strap,the number of 10d amnion nails required _ OTY Sr'ACING BUII_JING HEIGHT _ ZS• 9" S CONpTnt (GTI ON NOTES: In each end of the dollar Le need not exmed the tabulated number of Ed nails In the strap RAFTER TO W WALL 3 Bid COMMON EACH TOTAL 5O. FT. OF CONSTRUCTION_ 195S F I ST FLOOR+360 S F. =555 S F 0 Q o J RV TDP PLATE 1A WAI LzEl COMMON RAFTER TOE-NAIL - 1) The mf.rmadon within this set 01 cometh.lien documents ie reI.Ind 0 basic design 2) RAFTEIB-TO-WALL ASSEMBLY CEILING JOIST B'WALL 3-ed COMMON EAC([ PRESCRIPTIVE AS PER N T S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 1995 55C HIGH WIND EDITION WOOD FRAME CONSTRUCT(OH MANUAL intentantl§amine details Theyare Intended ase complained did.colasubw Yo sordidness in [ands 3 Whenehrivall a rafteronsforredone call innewith rump plate shallbe rsin TOE-NAIL --____- - for genet ally accepted good building practice and complained with curtenl New Voda accoNanceminbe 33 When arafteror truss do net fall in line with slu0s below,rafters TO TOP PLAIE 1U WALL 4-Bit COMMON ,101ST State building codes The General COMredons responsible for providing standard or Ytuss e,shall be attached to the wall top plate and the wall lop ohne shall he attached Id CEILING JOIST TO AS PER TABLE 3 7 EACH FACE FRAMING ELEMENTS T. PER FLOOR PLANS CR06S SECTION AND GENERAL NOTES iconstructed devade and procedures to ench a a professionally finished,structurally in a to the wall stud with UplYB connection.Roofs overhanging the rake side of the budding PARALLEL RAFTER WFCM-SBC LAP NAIL ExT. 6ALC0NIE5 EG sound and a eatheryrosrcompleted proceed shall be connected with drift connections In srda ecdnce with Cade3 Sc CEILING JOIST LAPS AS PEP.TABLE 37 LACH FACE DECK6 AO 'z wLLJ 2) The General Contractor is ropporelble for ensuring that all wark and constractlon 3) WALL-TC WALL ASSEMBLY' OVER PARTITION PER TABLE LAP MALL ATTICS w/o STORAGE 10 meet current federal,state,county and local codas,ordinances and regulations,etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR0 RAEIR AS WFCM-SBO 4 ENDFI NAIL DESIGN LOAD CALCULATIONS ROOF FACE w/ STORAGE .5 (� ; These codes are to be considered as part of the spocificaded for this building and accordance with table 336 When wall studs above do not fell in linewith studs below,the - - (LIVE LOADS FSFJ ROOF (GROUND SNOW LOAD) 45 Q z Q Z should be ptlhprsciQvenifm variance with the plan, starts shall beattadaed F.a common mambenn the B--seepmbly-'dr g1hffNndectom r BLOCKING EACH TOE ROOMS(OTHER THAN SLEEPING] AO � UJ � accordance with table 3.3. TO RAFTER 2-yd COMMON END NAIL___ 11..1 ROOMS lSLEEPINGJ 30 F U 3) Oimensaon shalHakepmcedenLwareec.leddrewmgs a RIM BOARD EACH ENO (DO NOT SC DRAWINGS). 4).WALLASSEMBLYTO FOUNDATION TO RAFTER 2-16d COMMON END NAIL STAIRS 40 J (� Q (, First..If studs shall be connected to Che founded...,sill plate,or bottom Into with upllll -" GAURCRAILS (ANY CIRECTIONJ 200 Q W J O 4) The designer has not been engaged far condtmckdn s'upervided and aaresse no ronnecmrs Steel straps shall haare minimum embedment of7 techs in carried WALL FRAMING: responsibllity for constmrtlon coordmaling with these pla tax responsibility for - foundation and reabori-grade,15 inches intrinsical block foundahans,O lapped under NAIL NAIL EXPOSURE CATH Y B -_-__ Z � UJ dT 'conelmctl.n means, andfi s,1-chou dee,sequences,or procedures,mEatu fery the plate and nailed in accoNance wllh[able 3.36 When deal straps are lapped made the JOINT DESCRIPTION i GTY SPACING NOTES LOAD PATH SEE CONSTRUCTION AkpWING PATH CONNECTION O F d precautlons and programs it connection with the work There are no warendes for a bell.m plate,3 inch square washes shall be used with the each.,bolls Anchor boll --- - (ROOF_FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE specific use expressed or implied In the use of these plansspacing is to be spaced and sized re acor dance,Yo table 3 2. In addition to spacing, TOP PLATE TO PER FACE NAIL - - N F anchor bolts are rd be spaced between 6-12 inches form the and of a sill plate 2-16d COMMOantl all IOP PLATE _ - FOOT SEE NOTE 1 NAILINGSCHEDULE - _--_SEE GENERAL NOLOTE PAGE 0CO b (� 5) Rotor to the Window and Deorschedule for exterior openings c.rtnem TOP PLATES AT 4.166 COMMON •toI18 FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS EX SIDE NAIL $ CI 6) The General T;vn[,actor is to ensurelharmasonry or prefabrad.dfreplacesmee[s 5) TYPEI EXTERIOR 514EARWALL CONNECTIONS FIRE PROTECTION STUD TO 2-0" FACE SEE FLOOR PLANS Q or exrr-sits rtianufacere's specifications and applicable codes. Type l exterior shear walls with a minimum of 7h 6 inch wood structural panel on the exterior STUD bibtl COMMON OC NAIL (SMOKE *,CO2 DETEGiO 5J _ attached with 8d common nails at We c areae panel edges and 12"o c in the field,and - --- -- _ ___ TRUSS DESIGN HEADER TO ib"O C FACE N/A -STANDARD STICK FRAME CONSTRUCTION an ]) The Gainers ConUador ie to consult wird rhe nvme,for all built-in dems ip Inch gypsum wallboard on the Interior attached with 5d cooler rads at 7'a c.at panel HEADER 16d COMMON ALONG EDGES NAIL ENERGY GALGIIL,ATI0N5 RESCHELK35 RELEASE O such as-0ooth aeea,shelving,pantry,closes,-trims,etc edges and 10"Inc atria.rd adrall hem amoNanse-wi ff die length teymremeNsspeafted __. nn table 3.15.4, TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END e) Wind load(equiremnnts shall be taken inloaccouN during cvndmdi.n - PLATE TO STUD 3-16d COMN1INIC-R 2x65TUD NAILr.� -r' 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS BFOUNDA [ IONNOTE.S: Tye.11 exteriorsheatwalleshallmeet[herequiremenlsoflahla3.15a-bdmeathepromises PER FACE NAIL , 2-1Gd COMMY H length adjustment factors in table 316 LEND JDIST OR BLOCKING FOOT SEE NOTE 12 L) m 1) The,Geneml Cmmraclar antl Mason dorm plena olevarmes.dela&nced,does to m detertmnein[ended heights offiNshed nom(s)above typical grade 7) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: _ .'3 N Allowable sidewall lengths provided in[able 314 shall be permded to bemcreased when - NAIL NAI(- cr' 2) All Coatings to rest on undisturbed(virgin)soil. interor sheanvalls are used Sheathing and corrections shall be in accordance with JOINT DESCRIPTION OTV SPACING IVOTEG WALL LEGEND r n 14 4 2 and 2 2 4 respectively wain Provide iiZ ifteen,wlls normalinmaterial between concrete slabs atermand abuttmg JOIATTO. 4_&I COMMON PER TOE NEW WALLS f -� - concrete onnasohry wads occuring mdxtadorar unheated ineenarareas. e).CONNECTIONS AROUND EXTERIOR WALL OPENINGS' SILL,'fOP PLAT£OR GIRDER_ JOIST 'NAIL EXISTING WALLS u Neaderand/or girder conndaphao shall beetladied with uplift connections to accordance BRIDGING 2-Bid COMMON EACH TOE WALLS TO BE REMOVED Y 4) Any new cencrete walls being attached to existing concrete structure shall with Cable 35 Windowsill plates shall be have steel connndors in accordance with table TO JOIST END NAIL L - - - p W bemstalledwithirfre-bar, 18"long or 12"oc..Use approved opoxy for installation. 35 - - - - - - - BLOCKING EACH TOE Q O 5) Unless dh,upeas noted,.II slabs on grade la be 2500 p e i..Concrete to be2-BidCOMMON O > ad 9) GATFIEDRA,GEILINGASSEMBLY: TD JOIST END MAIL poured on 4 inch Ihirk cand or gravel fill with 6x6 was mesh demanding Intenorslabs BLOCKING TO EACH TOE m Where an t is robe usemam safe ormlbeam,sherapeasnalldito e c notdiedpnd 3-i6d COMMON 2 W c? rbe minimum 3-02 inch Luck. anchmhe an top dfng boom ors lope connectors shall b theridedm each,shall be ridge SILEDGERSL OR TOP RIP BLOCK NAIL O Z m 6) Crawl spars to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building Connections In the edge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE O N attached with the above regwrements TO BEAM JOIST NAIL &16 caal.an foundation your Lor every 150 rq iL.rarea - - -------- JOIST ON 1EDGER - - .PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z M -DECK AND COVERED PORCH NOTES: TOBEAM 8d COMMON JOIST _ NAIL 7).Dampproof exterior of foundatmn with bituminous coating as per section R406 of - GRODND WIND SEISMIC FROST WINTER ICE6HIELD NYS ResidepBial Constmdion Gude A6-mtlpolyelhylnnefilm shall be app lied ever 1) {Inness otherwise noted,all framing materal to be Rl ACO pressure treated lumber BAND JOIST PEP. END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN➢ERLAYMENT FL000 the below grade radion of extengrwalls prinrmo backfilling. All peeress,hangers and anchors to be galatmeed or slninless steel TO JOIST' ]-16d COMMON JOIST NAIL LOAD III CATEGORY DEPTH TEMP. REQUIRED HAZARDS BAND JOIST TO PER TOF NAIL 8) Drainage as persedion R406 of NY S-Readmit Constructed Gude 2) Girders for deck lords In be boiled to each post with washers and nuts 2-ifid COMMON MODERATE SLIGHT TO SILL OR TDP PLATE M FOOT 5EENDTE-1 4SLBS. 1211 B SEVERE - 3 FT. 11 GlNers oa-concretepiem shall bo anchnrod'witi proper reel warrimmrs anchored - -- TO HEAVY MODERATE FRAMING NOTES into concrete with a minimum 1/2"rex]"long anchor boll wiNwa.ncrsand Puts ROOF SHEA HILA - - _ ____. .. i) AlIfaminyechnicus.and methods asprescripbvedesign of1995SBC High Wind 3).Posts supporting girdersshalIbeanchoredtoa12"x12"x12"Nich.r,.naeme footing JOINT DESCRIPTION NAIL NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Edition Wood Framing Construcilen Manual. Use a rtnnmmen ill"ilia x7"long anchor ball with washers and nuts Footings Shall OTV SPACING _ _. -- — NAIL SPACING NAIL SPACING AT INTERMEDIATE be3Rbelow grade.Concrete pieratnbeaeed wtthall p.rchesldecks'vutto mole nrpergulas BTRUC'TURALPANEL -Bit AS PER TABLE 3.8 SHEAT(IINGIOGATION AT PANEL EDGES SUPPORTS IN 7HE PANEL FIELD LADLES 2)Unless diherwisemaletl,all framing and slmetuml wood matetlaPtu'ba#2..•BTR WFCM-58C _ _ _ Douglas Fir 4) Deck joists to have blocking at Bid cur. CEILING SHEATHING: 4'PERIMET OR EDGE ZONE Bid COMMON@6"O.0 BD COMMON Q6"O.C. SEENOTES t,3 CEILING SHEATHING: Uf) SEE NOTES 1 80TH FIELDS 3) Fors,walls,ceilings and rafters to be spared.11 imches o c unless noted 5) A minimum of 10 inch flashing shall be installed between the building aad ledger JOINT DESCRIPTION NAIL NA\IL NOTES( INTERIOR ZONE ed COMMON @ 6'D C. 8d COMMON @ 12"O C. NOTE 2 FORIPANEL FIELD ) W A) Unless othprwise staled,all bearing wall headers W be(2)2x1D#2+BTR Doug Fir WALLBOARD 5d COOLERS ID O C IMG GABLE ENDWALL RAKE ANO RAKE I RUSS 8d COMMON @ 4'O G Bd COMMDIV @ 4"O.0 SEE NOTES 1 3 0" o�nesv LlVhemlented,all lea d all myotl Q)Wblen)2x1Dson opposite aft 6)dLbncleie piers sfiail beger to be festered to emmmelding eachmF ebov.the nl�IstlEith washers and nuts ON SPA EDGE ---�-- ----- W �where.rreeded GYPSUM ]"'GC ing drale have ds Up each ll gth .REED Fit] SHEATHING: NOTES v WALL `J_H_ EATH I N G: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY openings Bearing wall window als shall also have(2)windowsill plates for2x4 wall 7).All joists t.be f.ppoded wiflt hangers and anchors Each Joist shall ansa be an...... l NAIL NAIL openings between 4'1 and 60 and 2x6 wall openings between At I and B'9 Provide fire In girder(s)- JOINT DESCRIPTION NOTES QTY SPACING 1) Fnrrooferimet re edge ch epemfetefetlgr_ilbe useol,including d-feet on aarh side ofthe roof peak, .Zi and blocking here apphwble _-_ w w STRUCTURAL AS PLR TABLE 3 9 the A fool perimeter edge zona attachments requimtl shall he used e) Covered Roofs shall be assembled and anchomd the same manner as a typical builtling Btl COMMON N-+ - NJFCM-SBC 5) Ail 0ushbeamdheadem to bemstalletl with treavy,duty galvinrzetl hangers and -- PANELS 2) Tabulated 12mch.r. ..if spar.trig assumesshealbng atmrhntl to miter/[doss framing member-win G>049 e m,chmewho. ppl,.bla1..11dennedmgjoists PLUMBING NOTES_ 7116"OSB 3Cr EDGE Po PLYWOOD fid COMMON 6"OC FIELD For marring member with s04GsGs049,the nail spacing shall be reduced ton inches ches c O 6) Doubt.ue foci underwallsput ran parallel to the Morpmed and under bathtubs- 1) All water supply,drainage and venting Io beinstalled as per NY S Responded - --- FlnrireIDhaveceremirefile installed shall be vinflad Improper losoloaplatlyordrssn.ted Consumption God. GYPSUMbid COOLERS 4" O.0-EDGE 3).Teruel 4...dude ..all spacnlg assumes sheafiing to reneN tmssframmg members weh G>049 For <� W on plans WALLBOARD 1s"O C FIELD framing elements wile 042sGx049,the nail spacing shall be reduced to 3 inches a c z) V.rrtvgepfrayatemwit..riteEngine.,m,sen.Ikr..dnryfleaunDepanmdmapproval FLOOR SHEATHING: W 71 Provide blodnnglbndging in ilonr)oids al 8'Doc Use salitl blocking in 0oarloists - undnrallLearingw.11s 3).If well sImP,plain mjoids are cul out during installation for pay plumbing relater[work, ENAII'L'IMAIL prnvidendequalebtaciiv{vUdyLlesl.pmlecYand eecurellmstrucwre Verify wIlh Jre JOINT OESr.RIPTION POlCING NOTESOri�i � 1e+ oe) Pmvitle insulation baffles al save vents opposed rapers Install draft blocking as stale codeaad m...Isolators recvmmendabon far maximani hde also a ad sparing permitted STRUCTURAL PANELS C EDGEWALL DHEA 1111NG REQUIREMENT.] FOR WEND LOADJ.needed 1"DR LEBS OIC FIELD _ SHEATHING LOCATION NAILSPACING NAILSPACING AT CNl ERM6DIATELNOTE EHVAC SYSTEM NOTESS T EDGE ZONE Btl COMMON @ 6"O G _PPORTB IN THE PANEL FIELD 9) Unless uthem,,.noted,all mods and walls to have a minimum 112"thick,A-ply Fir i) Mec6amcal submntract.r is responsible for atlhearing to all applicable codes and safety NOTES. 8d COMMON @ (BOTFI FIELDS)COX exterior sheathing grade plywood,Plywood to cover over plates and headers requirements PANEL FIELD T14ESE NOTES ARE ONLYTO BE REFERREO]TO IF AT PANEL EDGER _ SU -10) Opole,.TIianame,died use 314"thick TkG PTE Fir or Advantech plywood subdoor MENTIONED IN BGI IEDULENDTES ONLY INTERIOR ZONE 8d COMMON @ 6"O C Bd COMMON Q 12"O COTE 3 adhered with ibL40D adhnive and screwed to Door foists Rnl6hed floor to be insinlled 2) HVAC subcontractor is to fully coordinate all system data and requirements with the N01-ES �� o over subkoor aL400 nmaufactmnd icrewedons equipment supplier 1) (Noting requirements are based on wall sheathing N01 ES 3) HVAC subdonlmdorto provide final system layout drawing and submit it to the General naded W on-cedar al the panel edge If wall shreatM,g it) All bathroom walk;[.have tl2"Ihlck Moisture-res-islanC sheelmrk Gme,ewallaantl �nlraetor and owner for fmabrenuw.and approval ns called 3"on-cantor alis.panel edge to mdolin higher THESE NOTES ARE ONLYTOBF REFERREDTO IF MENTIONED IN SCHEDUIT-NOTES ONLY - drAngsandoyerfumacel.have 51WHitlUyp.-xsheetmck.All oHterparts Athol --- shear capacities,naffing requirements for drucmral .Por wall sheathing within feel of thewrners,the foot edge attachment re eremenls shall such as shear plates, hall 6e used 1.maintain load path be to have regular 1/2"sheetrool,All w.nsto be taped and finished. ELECTRICAL NOTES: membms shall be choose,or Alla ie parameters, 1used gw q 12)-All rash with a pdch less than 4 12 shall be installed with an Ice 8 Nlater barrier on 1) All a c.al to be instilled as per ILV.S. Residential Construction Code s approved equal Flat roofs shall be applied with a Fiberglas base sheet with on EPOM 2) When wall sheathing is cons mars over con prod 2) Tabulated 12 inch o c nail standing assumes sheathing attached to stutl framing members with ersh down type material over. 2) Alleleemeal work shall,beappmverl byaquanifwd Underwriter membetslhe tabulated,amber oFrmds shalkhm Founded G>b 4B far framing membarswdh,9A2-G .Che fedepa eery,shall be reduced to Standard a r.- 1I A convinced Cot-16d nail per rOJL r 113) All call plates and w..d nn commul with concrete to be pressure[reared SII1 plates io of Irislall S eside detectors and Carbon MonnxMedetectms ihroughmx as pmsecdon R317 3) for similar panel siding,galvanized box nails shall be permitted to In substituted for common fads be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N V 5 Residential CansCmdion Code s&. U- ..__. .. _ - - O W aTMM a A