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HomeMy WebLinkAbout29566-Z FORM 140. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30671 Date: 01/05/05 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 170A TUTHILL LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 96 Block 1 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 26, 2003 pursuant to which Building Permit No. 29566-Z dated JULY 14, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA & AS PER CERTIFICATION OF CHRISTOPHER R. STRESS, A. I.A. DATED 12/28/04 . The certificate is issued to ROBERT H KRUDOP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2018179 09/28/04 PLUMBERS CERTIFICATION DATED 12/02/04 ROBERT KRUDOP J Autho i' ed Signa re Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29566 Z Date JULY 14 , 2003 Permission is hereby granted to: ROBERT H KRUDOP 1480 FACTORY AVE MATTITUCK,NY 11952 for ADDITION/ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA at premises located at 170 TUTHILL LA CUTCHOGUE County Tax Map No. 473889 Section 096 Block 0001 Lot No. 008 pursuant to application dated JUNE 26, 2003 and approved by the Building Inspector to expire on JANUARY 14 Fee $ 150 . 00 J Au o i ed ature ORIGINAL Rev. 5/8/02 o r n�l -Pr PI��I�uar�l��n�l��r��nrn��n�rn�rrrn�nrnn� �snrl- rr3 I Irn�nr�cn��nrnn�nr��n�I�r��u�irrstrrn�l o 5 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 f5D 55 5 CERTIFIES THAT 55 5 Upon the application of upon premises owned by 5 5 5 5 ROBERT KRUDOP ROBERT KRUDOP 5 L5J PO BOX 1042 170A TUTHILL LANE 5 5 MATTITUCK, NY 11952 CUTCHOGUE, NY 11935 Located at 170A TUTHILL LANE CUTCHOGUE, NY 11935 5 Application Number: 2018179 Certificate Number: 2018179 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 28ttDay of September,2004. 5 5 Name OTY Rate Rating Circuit Tyke 5 5 Alarm and Emergency Equipment 5 5 5 Sensor I 0 Carbon Monoxide Sensor 5 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. 5 5 Water Heater 1 0 5.5 KW 5 5 Furnace I 0 Oil 5 5 Wiring and Devices 5 5 Outlet 18 0 5 Fixture Fixture 5 18 0 Incandescent 5 5 5 Outlet 33 0 General Purpose 5 Receptacle 25 0 General Purpose Cj 5 Switch 17 0 General Purpose 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer 5 Receptacle l 0 50 amp Range Receptacle 5 0 5 GFC[ sea/ 5 Service 5 Continued on Next Page I of 2 C•�' This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. CJC.l�C1� C.I�LI@PLI�LI�LfC.I�C.I@JCJZI@.�LI@.f� �] e O r1i2PrJ�rJ�r�r�rJ� cPcPr�r�r�r�r�r�rJ�rPrJrJrJ�rlr�rPrJ�rJr��frJrJ@PtJ�rJr�rJ�cPrJ�rJ�r�rPrlrJ�rJrJ�rJ�rJ�rJrJrPcPrJE2ffl�r�rJ�L3rL3rrJ�r� IN RE 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 C+ 5CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 C5 5 5 ROBERT KRUDOP ROBERT KRUDOPPO BOX 5 MATTI UCK?NY 11952 170A TUTHILL LANE 5 5 CUTCHOGUE, NY 11935 e5 5 Located at 170A TUTHILL LANE CUTCHOGUE, NY 11935 5 5 5 Application Number: 2018179 Certificate Number: 2018179 CSU 5 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor,Outside, 5 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 aQhority having jurisdiction, and found to be in compliance therewith on the 28th Day of September,2004. 5 55 4TY Rate Ratine Circuit Tvve 5 1 Phase 3 W Service Rating 100 Amperes L5 5 Service Disconnect: l 100 cb eT Meters: I 5 ' � 5 5 5 5 5 5 5 5 seat 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 55 v ����� a I rijo io Q�QgUFFO(,�coG o� y� Town Hall,53091 Main Road Oy !� Fax(631) 765-9502 P.O. Box 1179 •f,O1 �aQ Telephone(631) 765-1502 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /z - Z -C`/ Building Permit No. Owner: \\ (Please prin ) Plumber: V ' - (Please print) I certify that the solder used in the water supply system contains less than 21,10 of 1°'0 lead. // (Plumbe s Sig Sworn to before me this iv, Q day of 20 OY Notary Public, `County Claire L. Glow Notary No.lOIGtate Of L4879505 w York Qualified in Suffolk County Commission Expires Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT I � TOWN HALL IJr_� 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: L 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.. I7 -Z—� New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 17op 'Tr}) )l /-1 �TCc�t�srcr�_ House No. Street Haml Owner or Owners of Property: r IC (6 Suffolk County Tax Map No 1000, Section r Block 01 Lot O �S Subdivision Filed Map. Lot: Permit No. Z q Seo Date, of Permit. —?—ty—�3 Applicant: h¢TI Health Dept. Approval: _L1�.p // Underwriters Approval: 20) ,3.)-79 Planning Board Approval: ✓ Request for: Temporary Certificate Final Certificate: ✓ )check one) Fee Submitted: $ zS, 01CD rr Applicant Signature CHRISTOPHER R. STRESS, A.LA. ARCHITECTURE AND PLANNING P.O. BOX 821 JAMESPORT, NY 11947 r _ PHONE/FAX(631) 722-7865 le 28 Dec. 2004 Town of Southold Building Department PO Box 1179 Southold ,NY 11971 Att: Damon Rallis , Permit Examiner RE : Robert Krudop 170 Tuthill Lane Cutchogue ,NY Permit# 29566Z Sir , We have been retained by Robert Krudop as consulting Architect for the above referenced project . As such we have inspected the construction as completed by Mr. Krudop for this project . We note the following : The construction meets or exceeds the New York State Building code for the following inspections : • Footings . • Damproofing(parge ) . • Strapping . • Framing/Plumbing installation-(Plumbing Pressure tested-OK) . • Final Inspection including all items normally reviewed by Town Inspectors . • Insulation meets or exceeds code as required . Should their be any questions with the above , kindly contact me directly . g ou advance for you consideration, I remain ours , <; Christopher Suss CC . Robert FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 7, 2004 TO: Robert Krudop 170 Tuthill Lane Cutchogue, NY 11935 Please take notice that your application dated May 10, 2004 For permit to reconstruct a single family dwelling at Location of property 170 Tuthill Lane, Cutchogue, NY County Tax Map No. 1000 - Section 96 Block 1 Lot 8 Is returned herewith and disapproved on the following grounds: The applicant was issued a building permit on July 14 2003 for additions and alterations to an existing single-family dwelling (29566Z) Following an amendment to this permit and a subsequent inspection it was discovered that the applicant had demolished the existing structure. Therefore, based on amendments to the existing permit the proposed reconstruction on this non-conforming 14,787 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIV Section 100-244, which states that non-conforming lots measuring less than 20,000 square feet in total size required a front yard setback of 35 feet and a minimum single side yard setback of 10 feet. Following the proposed construction the single-family dwelling will have a front yard setback of+/- 27 feet and a single side yard setback of 6.7 feet. In addition the proposed reconstruction is not permitted pursuant to Article III Section 100-3 LA, which states "Permitted uses. l.) One family dwellings, not to exceed one dwelling per lot." The reconstruction constitutes a second dwelling unit. i Auth CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. of V1 �gUFFO(,rc APPEALS BOARD MEMBERS p� OG Southold Town Hall Ruth D. Oliva, Chairwoman �� y� 53095 Main Road Gerard P. Goehringer y at P.O. Box 1179 Lydia A. Tortora • Southold, NY 11971-0959 Vincent Orlando 'I' p! Tel. (631) 765-1809 James Dinizio, Jr. Olt �a Fax (631) 765-9064 http:/,'southoIdtown.northfork.net ,JUL 2 2 ABOARD OF APPEALS 17OWN OF SOUTHOLD TOWN MEMO J TO: Building Department Attn: Michael Verity and Damo s woma FROM: Ruth D. Oliva, ZBA Chairn, DATE: July 19, 2004 SUBJECT: ZBA File Ref. 5575 (1000-96-1-8) Building Permit#29566-Z dated 7/14/03; July 7, 2004 Notice of Disapproval This will confirm that the substantial reconstruction activities of the dwelling and foundation area were previously discussed by the ZBA during public hearings and discussions with the applicant and his attorney (ref. prior application #5029, #5486 and #5487). The additional construction is within the existing footprint of the dwelling and has been under construction to meet the New York State Building Code. The applicant also indicated that the 28.4 ft. section of this dwelling was removed without any plan for reconstruction, except as confirmed on the May 8, 2004 foundation survey. The applicant's proposal was considered by the Board of Appeals, without change of the same nonconforming setbacks. It is requested that the July 7, 2004 Notice of Disapproval be withdrawn. Thank you. cc: Mr. Robert Krudop P.O. Box 1042 Mattituck, NY 11952 TOWN OF SOUTHOLD PROPERTY RECORD CARD /oco - 9G - - OWNER STREET — ; j VILLAGE DIST. SUB. LOT !� �C vii o a :/` FORMER OWNER N E ACR. I �' S W TYPE F BUILDING G7411 I/f�aod RAJ J SEAS. VL. FARM COMM. CB. MICS. Mkt. Value - LAND IMP. TOTAL DATE REMARKS � GQ - f C C] �— � ©cam Z Z0 o z5a o z 27 2 sriZ # rk AJC n &A1 s+^� � p $�3 y 3 0 3 s0 2 ?O03 _f 1 (' AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD I ' / I. , I .1 r i Meadowland DEPTH ?J Hou nPIAot �^ BULKHEAD " Total DOCK i " - a rrN .�F A� b i DG a E amp tr Y MENNEN ��■■■■■■■■■mope ■■■■■■\R!%■■■ ■■minnows ANNEEN ■■ WIN'A 5 IMMUNE op' I■■■II■INNS■■■■►I■■■��\�■■■■■■■ .iii`YImII■I■■■■■I■■■■It■■■■■NNN .7■NI!■N1■■■NN■►.■■■e■■■■NI■NII ._...�..�.,��� ..■?�(iI�II■N■■■■■■■■■III■N=■■II .�iiNiINEENINNINEEN No iri■■■■■■■i■■■■■■■■■i■ ' IM.■■NN■■■■N■■I■NNN■II■■Nu rf ��eMIM III 11F COLOR t TRIM 2, S z 96-1-5 3/03 1st 2nd M. Bldg. Foundation 'P ce Fin. B. Bath Dinette Extension _ X72 2 " Fl I t �r Basement scAaw Pnan� Floors Krt. 2. k 32 Extension 3 f t k = 3 --S J — Ext Walls v interior Finish L.R. Extension —!V— f Fire Place Heat YM D.R. Patio Woodstove BR. Z Porch Dormer Baths � Deck Dock _ Fam. Rm. A.C. Garage 2A 0.B. Pool At ,y^ b 9a SM•5�, ..y. NUNN ME ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■MEN■■■■■■■■N■■■■■■■■■■■■ ■N■Nmom■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■rr.!■�=NOOmom HH■■■■■■■■■■■■■��.G . ■■NONE ME= �N■■■■■■■n■■■■■■■■■■■■■■■■■■ ■■■■■■■■ ■■■■■Nii■■■EN■■■H■■ ■■■■■■■■�■O■■■■NNEME■■■■■■■■ ■■■■■■■■■ Eil■f■EiiN■Nmom ■■■N■■ ■ ■MEN■■■I■■■■■■■Nmom ■■■■■N� ■■ ■■O■N■■■■Zl■■111■■N■■■■N■NEN - � ■■■■■■■■■■■■■■■■If■■■ NOON■■ No ON ME No 0 N Z Town Hall,53095 Main Roadp � �'� Fax(631) 765-9502 P.O. Box 1179 '1<' Southold, New York 11971-0959 Telephone (631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD Nlav 6, 2004 Robert Krudop PO Box 1042 Nlattituck, NY 11952 Dear Mr. Krudop: Please be aware that we have voided the most recent amendment to permit 429566Z, dated March 11, 2004, for alterations to an existing single family dwelling at 170 Tuthill Lane, Cutchogue, Suffolk County, Tax Map Number 96-1-8, and we respectfully request that you cease all construction immediately. In review of the above referenced amendment, it appears that we were unaware of your intentions to tear down and rebuild the existing building. Since you have already torn down the existing dwelling, we cannot approve the amendment until the following is submitted to this office: 1.) Approval from the Southold Town Zoning Board of Appeals: Although a variance was issued for the property, the nature of that variance did not include demolition and reconstruction of this structure. 2.) Approval from the Suffolk County Department of Health: Since the existing dwelling was demolished, this construction represents a new dwelling, requiring Suffolk County Health Department approval. We are prepared to issue a Notice of Disapproval for the purpose of a variance, once you submit a check to us in the amount of S35. We have tried, repeatedly, to contact you by phone, but have been unable to reach you. Once you address these issues, we will accept your amendment for new construction. We are sorry for any inconvenience this may cause. If you have any questions, please feel free to contact this office, at (63 1) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m. espe y Yours, amo Ra is Pernlit mer CC: File BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: -.6 425k/03 APPLICANT'-�'o DATE SUBMITTED: /03 SCTM#DISTRICT: 1_,000, SECTION: _� BLOCK: jLOT: —'Z. —SUBDIVISION: Wk ADDRESS: I�O`risruIt[ (azr CITY: ITre iQ_j)C ZONING DISTRICT: CONFORMING?K— BUILDING PERMITS OPEN/EXPIRED: PRE CO Y OR N p�(164. 11613 BP kK b -Z/C/0 Z- _ INFO _/BPS'-Z/C/0 Z- INFO Q �n �� BP -Z/C/0 Z- INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Nlerger.(A nonconforming at any time after 7,1/82 REQ. LOT SIZE: ACT. LOT SIZE: ARPREQ. LOT COV. ACT. LOT COV. REQ. FRONT _ PROP. FRONT /REQ SIDE ACT. SIDE I/REQ' REAR _RROP• REAR ,/ REQ. EIGHT PROP. HEIGHT _ PROJECT DESCRIPTION: -aIO2fEbL::]Z 5;%L<Z�j ESTIMATED PROJECT COST: NGINEER: Z—=ALG5,,, WATER FRONT? "r, DESCRIPTION: PANEL # — FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orp(BED #): _DTE: _/ PERMIT #: TOWN SEPTIC RECEIPT: Y 00 NEW YORK STATE DEC: PRF-DEC 9/1/75 YES or DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or� DTE__/__/__ PERMIT#: TOWN ZONING BOARD APPROVAL: or NO DTE: �/ ` / PERMIT #:. TOWN PLAN. BOARD APPROVAL: Yr DTE: _/_/ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or I NEW YORK STATE E (SEE PAGE 2): YES or NO NOTES: r'�— A4 6 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: jl SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE L (—SF)- (—SF)– SF X $ _$ +$ +$ $ 1 '50 2. (-SF)- (– --SF)= SF X 3. ( SF)- ( SF)= SF X FINAL TOTAL: $ 765-1802 UILDING DEPT. SPECTION [ DXIOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION RE RKS: DATE INSPE 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Ae� � /. � / ,. DATE INSPECTOR FLELD INSPECTION REPORT 46,TF COMMENTS - s FOUNDATION( ) " 4` - =3 C FOUNDATION(2ND) Z O H ROUGH FRAMING& m PLUMBING - ^I X INSULATTON PER N.Y. STATE ENERGY CODE .4 J FINAL ADDITIONAL COMMENTS r - '-r:. ✓ O iTi -- aidacocd43 - f y V\ 2 I d TOWN OF SOUTHOT D, r' BUILDING PERI`fIT APPLICATI'JN CAECKI BUILDING.DEP:LRTDIENT Do you haze or need the following, before apply..,g: TOWN HALL SOUTHOLD, NY 11971 2 6 2D03 Board of Health TEL: (631) 765-1802 _ _ .__ 3 sets of Building Plans FAX: (631) 765-9502 L Planning Board approval K,Ntitiv. northfork.net/Souihold/ PERDIIT NO. Sun-ey �2TS G C Check Septic Form N.Y.S.D.E.C. Examined Trustees Contact: Approved 10 -1 to: Disapproved a:c Phone: Expiration 10--Z_ r di�ns ctor APPLICATION OR B or PERM Date 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on prenuses, relationship to adjoining prem sex 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 pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Et ery 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 IS 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 t t 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. / 4applicant (Signa or me, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 311 tri Name of owner of premises Yah 4 ���� (As the If applicant is a corporation, signature of duly authorized off cerax roll or latest deed) (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: j House Number Street cYtc Hamlet County Tax Map No. 1000 section Subdivision a f C$' Subdivision Lot Filed Map No. Lot (Name) 2. State existing use and occupancy of premises anintended use and occupancy of proposed construction: a. Existing use and occupancy de . b. Intended use and occupancy / 3. Nature of work(c ck which applicable): New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 41 '30 ooO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ' Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofex sting structures, if any: Front r 1 Rear Depth Height 1V Number of Stories Dimensions of same structure with alterations or additions: Front Zo,S r Rear �. Depth w1 Height y Number of Stories 1 8. Dimensions of entire new construction: Front �1S Rear 2014, Depth yg Height I y 1 Number of Stories 1 9. Size of lot: Front 17l Rear I �2 Depth 331 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated L� 12. Does proposed construction violate any zonin Jaw, ordinance or regulation? YES NO�Uw w�/9 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_NO// Co �w`i..x.z 14. Names of Owner of premises a aF r.a Address 't?c�s_,wz�oA,+tA LPhone No. Zct$653.6 NameofArchitect —Addressati, -;,- E Phone No 3(v3 '(-01 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland' *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COLt OF_) '' u�rt a p being duly sworn, deposes and says that (s)he is the applicant (Name of individu l signing contract)/above named, (S)He is thewae�� (Contractor, Agent, Corporate Officer. etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this y of )0 20 i� Votary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC,State of New York No.01806020932 Qualified in Suffolk Count Term Expires March 8, 20�j SURVEY OF PROPERTY SITUATED AT CUTCHOGUE 0-41 s,� TOWN OF SOUTHOLD , �4rt SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-96-01 -08 Mry' S' 9 SCALE 1 "=20' 30 APRIL 2, 2002 MARCH 4, 2003 FINAL SURVEY F MAY 8, 2004 FOUNDATION LOCATION NOVEMBER 17, 2004 FINAL SURVEY t��0 AREA = 14,787.45 sq. ft. s, 1„ 0.339 °c. X04 .,,, ��.► 4F sr °+fir oe ,ZIPJaJ. y 1O • 8 ',�6 C\'C l� � 3 ) Ar�J• • • N d • P h d •• 4 • L 3 20 J 4ti�- d 'Y ,pry 9 E P T vl Q d .l61) 'lc �o9�J o ' •• 772 � � ` 7� ` • d a S01 2g. o. jp • d d- . d e CERTIFIED T0: �irO°o• 0�40� TICOR TITLE INSURANCE COMPANY ROBERT KRUDOP 4I qq UNADIORIM ALTERATION OR ADDITION ro SURVEY IS A VIOLATION OF IM OF THE NEW YORK STATE CATION LAW_ PREPARED IN ACCORDANCE WITH THE MINIMUM COPIESTANDARDS FOR TITLE SURVEYS AS ESTABUSHED EMBOSSED OF THIS SURVEY MAP NOT BEARING BY THE ILIACS. AND E NEW YO AND ADOPTED Nathan Taft Corwin tll THE LAND SURVEYORS INKED SEAL OR FOR SUCH USE BY E NEW YORK STATE LAND CERTIFICA TO SEAL SHALL NOT BE CONSIDEIIBD TITLE , ro BE A VALID TRUE COPY. OF NF1.y �„ ONLT "` " THE y�P ZAFTC y0,p Land Surveyor IS PRFW=. AND ON HE BEHALF TO THE TITLE COMPMTi, GOVERNMENTAL AGENCY ANDLEM" INSTITUTION TIED HER , T ASSI OF�M LENDIN INSTDI— a TUOOH. CERTIFICAITDNS ARE NOT TRANSFERABLE. 992 Roanoke Avenue SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD Is, SUFFOLK COUNTY, NEW YORK ss,9 S.C. TAX No. 1000-96-01 -08 SCALE 1 "=20' FEBRUARY 26, 2001 SEPTEMBER 18, 2001 REVISED TO SHOW RENOVATIONS dym ,ate DECEMBER 1. 2001 REVISED NEW u)cAT"S OF KOUSEtGARAGE ''k/ Y DECEMBER 21, 2001 ADDED PROP, S6'pM AREA = 14,787.45 sq. ft. 0.339 ac. 4011, 77 Ab o / AM' . • • A' r� k • . Y/S�, •. �+�„ TEST H RLE DATA ` 4` ? . ,o *� d • pp r v • • , .. / aur wo • o a awn Ary Vy a 2v ry CERTIFIED TO• Aft Dy TICOR TITLE INSURANCE COMPANY ROBERT KRUDOP w - a �. NOTES: 1. BUILDING LOCIITIOMS AND CONFIGg&T*NS SHOWN ARE AS 4� AFTER RENOVAATI0Ol�4SS HAVE KEN 2. TEST HOLE DATA PROVIDED BY OWNER. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. I TANK; 8' LONG, 4'-3" WIDE, 8'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �b �' j4 1 POOL; 12' DEEP, 8' dic. .00- O 4p PROPOSED EXPANSION POOL41 PROPOSED LEACHING POOL (M PROPOSED SEPTIC TANK [ 1� UNAgHrOp AUaMTpN OR A90R01N m TM16 S7IRVEY IS A NOMigN fIF 9ECTIOM 7200 W THE NEN YOW OTATE ED"TM LW. THETIIE I,W0�110fVE'IOR$ m TEAL ODR lFOidi 11��`� �� �/r/s k � o E11H08lIED 0►AL 011NL NOT K OONOIOmIEp T1RE AON USE N. A. 1 m x A w�uu nNle oonr. yor Land VQ CERfIFIG1T10N6 p101G'Im HO1lE0N owr m THE ronoN *oR aMal nl[ ..�"_^°D�., _ .. TALE C011rM{Y, OOMEMafMAL AOONCY AND �( Lfl10N70 L61ED MOKON, AND • �r m TlIE AlIIWI OF TFE lE)IRIO MITI- To SWVM — SkdvwOne — Sb PIMS — cmmb wn (4yvw 11f110N. CERIMIGITION9 ARI 110T TIOV00}EIIAtIt, [n a ,n PMOME (631)727-=o rJG ----- -- Np CANNE NS c y� NH�� ---- ---- -- --- ------ - ---- �, Si I ' 1111 N `� r IryR �zaa irk x 7Y 'pl�rd+klwc a UNQEAWRITERSCERTIFICATE ° 6 I m. ""m To vtm- REQUIRED �,n�f -:� ,r• � l ° ` of '�ANq {Iq' . . pi4�1;�,4, .` �`�,� cENy� r r' ALL CONSTRUCTION SH, LL A III h +I et�rnrra MEET THE REQUIREMENTS F THE _ * t, IMt ✓ aoNy#vsYYrNr CODES OF NEW YORK ST TE. c it zD2 a� '"spy MW "Mow DO NOT PROCEED WITH 1,1AFLOOD ZONE FRAMING UNTIL SURVEY OF FOUNDATION LOCATION COMPLY WITH CHAPTER °46"C ' HAS J BEEN APPROVED. FLOOb DAMAGE PREVENTION SOUTHOLD TOWN CODE. - ' h 1'�r-=. n;, A �1, 1=f �- r ,,wg __ " Iz v . ��, c y �1 RVVED AS NOTED • rS N _ rT ( � is �� TLIs7t. �`` DATE! I 3 B.R. Lq��� FEE;. BY: I NOTIFY BUILDING DEPARTMENT ltl I pr 4+, - ' — I, -'� '. III - s ' . I . 'Y�II�'n`„akW"' ies•1eo2 a aM FOR THA TO 4 PM F T r,' y �•� . / 1' I I '�4 r. il4as 4wi�nwur FOLLOWINq INSPECTIONS: FOUNDATION • OCCUPANCY OR _.._ .� -� . . _ J 4 L , ^�4 1iAft' 617L�,IYM1�'M71AMa5E11:iRM•11.�.RI TWO REQUIRED FOR POURED CONCRETEPL INGG & USE IS UNLAWFUL V 3. NS�H FRAMd PLUMBING r uLAnoN WITHOUT CERTIFICATE r4 rA. w aw CONSTRUCTION MUST ANCY Q cs i 4. FINAL C _-- -- 1 z �" - •, I �: --��„`-' ,;, N►��1 . °fa FI COMPLETE FOR C O. OF OCCUP } -- - _ i �- '! • f �"' ' .4, WratkrmR,udax REL CONSTRUCTION SHALL MEET THS �' Lam_=; + Y .', ,'��+��� ��' QUIREMENTS OF THE CODES OF NEW 1 O YORK SIiA7E. N07 RESPONSIBLE FOR f � ! t+�'" . AofRnt.wlxro Alrsr+�*4 ` m I DESIGN OR CONSTRUCTION ERRORS. �' � � � I � r�.h I �L, �,[f•L ,. _ _ ' �__ � A'�. 1 �l .:.r, T',,.r. -.- {�1Ti � sir f�,' � 'lri' + M4�4'/anNw -�- y two �{ Ji (� —_ _� 1— �1 -- I — --- I #w . . ._ - OMPLYWITHALLCODESOF r"i --- - . - -�— „� _— k� _ — YORK S TATE & TOWN CODES l.t N AS REOUIR D AND CONDITIONS OF II J - � # r - - 14 RE I R SouTHOLDTowNzeq Lr� SOUHOLDTOWN PLANNING SOAAD �r tea,r_ - SOU HOLDTOWNTRUSTEES } -- N.Y.S.DEC - t I I l l : _ fY�.¢� '�c>rc,�d,rt'h, t''.�P,.�..�a'� t'3.t?.L'1^ala2.&ha� t� > :.c'�•d. (e� . . � ���” - - I :, ...__ � � --- --� --.�� --- , T, 7 - I �`' - 1- (� .Y r_tc7t£�5 f�!.i E,1•�£;�"5,�41�, �F.5�h67n.� Ah�r.,tt�%5nt� -'( , _ ,�, � .> -- . . .. . ;_ - - ., w. ` \C�`O Ir r, (•l t f7 I cwW� .l l C? cor y� riaz .t� � �:r �.-L,L I _S'G7�1�'i 4^IW�'sTtrir..n � e"r+ars4rl.::lri �.✓ =4 ': . 1 ,•v.. �,_I, .,,_ ,.- I i � 4•rxla°T, r tc'r L�r:l ."xt' T ? wiL.L YGM"n',,:s wU,•r,.b, i�-'S r, Cl pzC.u,•6rl-h,?��" II-I',._ 17 ' � '•TYf'IonL c� IL �:nl 1 �;�.�iL15c7�. I I .. , Iy r �Jl t- � � r•. . II"1111°rl.l -t., r,L Y:..a - _ ('K+'�nV •,f�_ -I I `' tih�:L res-. {y,e'.ea�s-a .. . :,.:_ N • - I r„r, ,-, -f" �r , •�S,-a u I n y; E-711 �I����I �k, �I' _ .__.._. -. �f:,-nr•..J",s( omTr's�I'�' c .[1''2�'1.-rtii..>tU7v-1•,vl�1s�..;i,.q�r*iitv'�2eS.,ltnMt.L't,tbo.--.Lr'(atfKcxL,s.s,....>.i s ,'.:/`�'�a.,J - - - � � 'l1 , i? ' �VVV111 �>e<"q •+�r.!' ' ..r I t I is .i rC "" - � - � 4S7i••I„>'1"t2, t4.?iG7 t_i l . . .�_ �' _ —..-._. _ —_—�--'_" 9 5 ; rpU v!^77a=ffe�i•i�.,.±iaML � e 4 ...._. ._.„..„auk - i :..'o� - - �✓, ..,e�=�'m��•�.'s.��.,�-•. --_ - _ . r..�, i. ..... .._. ._ � '. - - r, �- �— �'.y[1S"t'. .l ' _ _ _ __ ice.-- ^-�r^"..;.•Y �--" «r"r"--`- ..,,.,--"---- - ,_.._— __.-- _ __,._.__._.� ,-____ � I�._ . : 7:7� 1 EG ION I. DE51 C N G RITERIA - OENERAL FA57ENINO SCHEDULE SECTION 4 - SPLIGINC7 OF TOP PLATE •r oPK ' I - I0 ol " TOP PLMG aPLgl ImaRIM119 TOP PLATE 1111-6!0!ImRlNEMn -__ Y6 X70 •4 roP RANe FLwe Lelbm malt MIC-let VARMS 6.O- FOR FIfO-EIPG'lLEID etc- Yy, .�.u l •Q QEBIORY SAAOM611010! ALL OTER GAels ♦ n _ - _ '�"�"'�'� --•,-• EIMLOINa MNM1M•XLIG!"'" EULDIM MtUM.M 3RIGl"•^ J ' ' , "• GLIMAtIG AND GEOGRAPHIC DESIGN CRITERIA l MINIMUM UNIFORMLY DISTIBUTED DESIGN LOADS OftIOEMF1AL CODE OF N'f.}+. -) (RESIDENTIAL GODS OF _ I OMIMaION(Fri Lean(NTr I Mee1DN IrtJ L@HGHI I�•rJ -- -- - _ - _ -- c- -----� „ tm anlr6 teN6TIlA AIIAN!tHa►HJIY416KF PLM!ow 4W 04"NECT1014 Up"24" - - - -_ _- - WIND I_ -_-5U8_ JEGT TO DAMAGE FROM ICE SHIE I USE �I LIVE LOADI�DEAD LOAD - _ _._ 11 µIpIIYIWIIR R aRIOI Np ' SEISM( DESIGN - FROST LINE WINTER UNDERLAY ENT !FLOOD - - --- - la-r RY' • DESIGN TEMP D HAZARDS" EXTERIOR BALCONIES b0 per 15 pa! a TASU./+Tm ALPE LGIaTIe AIRF!A lI1LDaD LOCATm y,a• - SNOW LOAD I GA GO rNEATHERIN61I_ DEPTH�RMITE' DECAY �_- ---� .._-_��--- _ - - - ' -_-- -- ------- -- 5FEED•(MPH 1 - - _ -- _ - v'-A• Ye' a TFaIaATi aFl.la ur»r A�aAaAD ON I Ptlbr F•YL 1111+4 T O' J Tea lllf _ ( Mno,To 51A�t►� A _ [7(t Q`T IISE�I SZL , �a II 1 {�aM�f TO Moo, �� � -- � ' J�G21�- - - _-- -- ..__ 1oPFAT�aMLL.d AMRMMdP6 b6kIAE NTe11M/ �� 1 DECKS 40 paf• IS fMJ1 + . I KNMT POR 01118 YMLL IEPIIIA M M T+AIFA h'I '• � ' PA'AAN6ER VEHICLE 6ARAQE6 50 pN A9 PER PLAN Gab" Yo' 4 TOP . AM 91 a1MLL E!WITRRO E'r w6 E ___.•'4- I ,�r A II J r" �,,P. • Mfr to• 11 II ATTICS WITHOUT` STORAGE (ROOF BC-OW 7 PITCU 10 p,l, IS pal I THAN NEGES6Ne1f TIEN 6ARSFT' THE 6TR)CTJRAL 11EENINEI IM TS OF THIS CAE. T1HE - -' - -- - - -- ._ -_ _- _ -- _ ._ -- •d4 P-0• ILI a rVATERNS MAY REHIRE A HIGHER STRENOTH RETE OR GRW'Ii.OP MASONRY ATTICS WITH STORAGE (ROOF ABOVE 0 PITGNI 20 p,N 15 potn''o' Ibb• ID'-D' WEATI ERW COLZIMI SHALL BE FILLED IN WITH THE ATHERIN6 IP0006, 7EBLIGIBLE', •MODERATE'. 'ISVEIC") FOR CON.RETE /'�10E1ElMINeD FROM THE HCATHERING () " PROBABILITY MM [F1GilRL 8501.2(5)] THE GRADE MASONRY UNITS SM4.L ME DETERMINED FROM ASTM O 94, O 55, C 62, O 75, C10,6171, C 216, or O 652 ROOMS DIMER THAN SLEEPING RIO" 40 pIN 19 pot I THE FROST LINE DEPTH MAY REQUIRE DEEPER F INI65 THAN IND16N'I'�D IN FIGURE R4051(I). THE J1 OWWTION SHALL FILL IN THE FROST LINE DEPTH CALM( WITH THE d -- QMINIMUM DEFTII OP FOOTING OELOW FINISH GRADE. SLEEPING ROOMS 515 pF! -THE JAWICTON SHALL FILL IN THIS PART OF TABLE WITH 'VNAM"IRANY', MODERATE TO HEAVY", "SLIGHT TO MODERATE',l 7YDIE TO SLIGHT' IN ACCOKDANIGE WITH aal•,.nnFI�.VRE 80013(61 pEPE1mIMG ON WHETHER TFERC H S BEEN A HIS OR,Iy!'1Idy"�,�L,O, CAL DAMAOESTAIRS 4IS p,! d THE JAISDICTON SHALL FILL IN THIS PART OF TABLE WITH 7#lR'•T�TD SEVERE•• "SLIOM TO al 'ERATE', w 'lIDIE TO flLYrRT' IN ACLORDANICE MIITN GUARDRAILS AND HMmRAILS -_-_- _-_- - 2IS p,T F1311RC R'IOl.7f i! DEPENDING AN WHETHER THERE H BEEN A HISTORY OF LOCAL DAMAGE A FI IN THIS PART OF TABLE WIT) 11Nr'"YY��6, FCED FROM THE BASIL YPib SPRD MM (FIOJRE RS019T4NL Wim E%P05URE CATEGORY SHALL BE HOOF LOADING(LIVE • GR/VIO OlE7W LOAD( lapN (VII ATTCTHE J,RISOICTON 5H LL LL 15 IN ANTE WITH SECTION1.R, W" ADJUSTMENTS AS PER MOLE RS01.S OF THE 4I5 p•N FOR GAM N " 5 H E A R W A L L 5 P E G I F I G A T I G!N A SITE SPECIFIC BAS RPAIDENTIJI� C4F OF HEMI YORK STATED 5E G T I O 5 I � CErC1RSNED AI r REPPJL TO TABLE X11012. 'WINTER DES�N HPERATUKr"MALIGN) 1 g THE JURISDICTION SHALL FILL IN THIS PART OF TABLE WITH TIR'r1I1STSC GCSIGN CATISWKY Dei�1"m FROM SECTION RM&A). - REPERENLC USED TO PRODUCE THIS FORMAT. REPER TO WORKSHEET I S,ITP, FSS. ITC - -- -- Imo- yyyy AMERICAN FOREST a PAPER ASSOGIATOWAML'RCAN WOOD COUNCIL h THE JJIUSDICTAV SHALL PILL IN THIS PART OF THOLE WITH (G) .e^'M�W1'fC OF THE JIRIODIGTON'6 oFRY INTO THE NATIONAL LM INEURANLE P7lOGKF61(CTAT! OF Wry1•)p FRANC COMOREJCTON MANUAL FOR DNC- MO 7Y'ID-FAMILY DYEI"LINOI A. ANGHOR4 AT�•IrP�;�F - FLOOR ATTACHMENT POINT I � " ADOPTION OF THE FIRST GODS OR ORDINANCE MANAGEMENT OP KOOD HAZARD AREAS), (W THE OAM61 OF THE CURRENTLY m lEOTF/E FIRM AND FlSPK OR OTHER PLOOD - DESIGN CRITERIA IERVIN FOR WIND DESIGN WO CONSIDERATION OF SEISMIC ARE TO Be Mi Y='.!�• UPLIPT GAPACItY HAZARD MAP ADOPTED BY THE C,OM1-AMITY, A9 MA BE AMENCED, LINE I All oplLM/LL6 MtlI mi H H - 91MP9ON STRONG t1E !QUIVALEHt __ M LME w M WMA!r DIfeVOa WNL HAY R PMT orA aMJNbW1••6e'AaY R D. Adcr DRs AT FI T LOOK Or TN O STORY STRUCTURE F _SNOW LON SEE fIGLIRE.b7O.1,3(5)_ O .!>EAdHD - l rp ARE TO 8E A MHI¢s�lf�i..M UPLIFT MI! E TY 7 SIMP90N 9TRffib TiE 6gUNALL'MI' JrL C. AT ONE STORY 5TRLIGTURE ARE TO A SEGTIUIN 2 - WINID-BORNE DEBRIS - - - --� - _-- II FASTENING 5 HEDULE A MI�AUPLiPr GSCIN STY _ YVALL NEI _ - 91MP°-SON STRCNJG TIE EQIIVALENY-•_._ ;F o,"OWARNALLS • UPPER STORIES SHALL ALIGN 1'RFTh1 NOTE( TM15 SCHEDULE DOES NOT INGLWE ILIN6 FOR Fll. AMIN6 STRAPS ,a j ((SEE 3EGT`IG1'N A FOR STRAPPING AND NAIL( REOUIREMENYA T FOR ROUGH y FLOOR TO FLOOR E N�lNDILMTIAL WPI! OF N,Y.S. ND XaatgIM,RDN9116awW.IE -0 f I OPENIN6 FPAMlN6 REQUIREMENTS, AND TION 5 FOR 91� A+SSEMBELIES) E.!lHIBs+RMNLL ASOMMBELIES; tlIVLLYIem MTTncX Melolt Ew.ri p',' ys ALL NAILINIS 15 A 6ENERAL SPEGIFICATI IT APPLIES NOTED OTHERWISE Ilr�llrl .1.2 INTERNAL • WINDOWS IN WIIAIINIE LOCATED IN WIND-DONNE I. 9HEAIRWAI.45 ARE ), MX 49 I NOTED WOOL E lam'TTIRAJ- < • � o - - - - FASTENER FASTENER D REGIONS 6lIALL NAVE BLAZED OPENING51 PROTECTED FROM HIND-BORNE APPLIES TO TH15 BUILDING PAN" n•I,YWDov), a.ocNED' r EDeEs,oN tNe eKTERIOR -- - - KAl i ATTACHED H/Od COMMON NAILS i V'aa. 6 PANEL bESGRIPrION AND OUANTIII'q" C, 5PAGIN15_] OR TE WILDIY 'SHALL DE OESIGMED As A PARTIALLY ENCLOSED WILDING DOES NOT APPLY TO THIS BUILDING I;L7GED a 12" o.G IN THE Pt!l.OI Awe 1n" srPalLn'DOARD, -_'� rg,nINDv CODE OF NF�� YORr STATE GLAZED OPENING BL.CCIClO G EDGES, ON THE IN"WAM ATTA6lEC'NI/ 6E COOLER - -- EDDl6 • -'- --- ROOF R GEILI 6 FR.AMIN1$ P�rT10N FOR MND-IWR! DEBRIS SHALL MEET T!'C REQUIREMENTS OF THE NAILS G r oc. LMLE•1J N0Y1lD'�M NkMR!I• ' ,II L/IY! MISSILE TEST OF ASTM E M96 AND OF ASTM E 1666 REPERENGL'D THEREIN. IO•Q,Ci. IN T1'E FIELD. OPtIOk SCI 116E i.Oltt W 17RYYW.L 6GeEW6 ire voM» ''r . J 16 _-. RTD a I, n RAFTER M TOP PLATE (TOM-NAIL) SEE SECTION S' PER RAFTER S,�N�H,P. Fj0 SON, WOOD 5'11M11L`T'URA•L PANELS M1Ti �A MINIMUM T'HIGKNES•J OF ?/Ib INGFI GENERAL CONTRACTOR 19 TO , (DERIVED FROM TABLR' 6' • 6DIN9 C�JDL'J pxTRRl6R I,� ('NU 18X11 AND A MA%INIIM!PAN OF D PEST (34"56 mm) SNALL Be 1 ERMTMO FOR ' j t PROVIDE 7155 STIRUCTURE W K' TSNA`cATNNNIG SHALI. DE CONiTNlOAE'PRON+I )rfyFtOM NLA 7F18 r t l0 IS. CEILING .IOPJt TO TOP PLATE (70E-NAIL) SEE SECTION r PER JOIST 1 P. ISO ., -I7TIER TOP PLATE - ' W!'RNN6 PRGIEGTCIII ML QIE AND TWO-5TORT1' WILOIN65. PANELS SHALL BE Gp% pLYWCOD SHEATHING PANELS ��'^ _ _ D. M�GIL TD GONER Tlll! A+A2ED OPENIN9S WITH ATTAGMMENT HARDWARE PROVIDED. N1 PI{INrDIR141.�.HOLES FCK YNIE IM , I M 981' I CEILING 501ST T6-PMAALLEL KAPM(FAGE-NAIU SEE SECTION r EACM LAP S.T THE 'a;a` 1. J• Nl T, TO I .( - /y P. IS•1 A T��NTS 9NALL BE PROVIDED IN AGfAIRDANGE WITH TABLE 87011.13 OR SHALL FAGTEMNG HARDWARE (SERB SEE 9mow 2:FLAW IONi TO THE SIiEARMWGI. AS9B .Y - OlSIl11CD 70 Rl315T THE COMPONENTS Alm tLLADDING LOADS DETERMINED IN )'Ole �, WINCOWD AND DOfMS, PLANS 1'NTIAN A B(JX E. - �)AL1. 7YT AI000RDANGE WITH TNR PROVISIONS OF 711E "y�ING CSP OF N!W YORK STAR TO EE 9TOReD ON SITE .', cEluM JOIST LAYS OVER PARTITIONS IFAGE-w,lU SEE SECTION► EACH LM - WINDf30RNE DIEBRIS FASTENING SCHEDULE - L re c }� � YIMJ.IlGIARO OMT1i'l3 ' @ ' +" CM �1N7iL,"COMSTITR I P --- u' -. . e•" i11RM11S'fIL��I 'tf0( ....re a w.. T PER RE DNL P. 156 FIS WOOD STRUCTURAL PANELS (PLYW1?OD SHEATHING) _ rt. A T - SEE SECTION* FAST UN6 AG-1"N � l'�R•J0.T r-N{ COLLAR TIE 1b NWrER (FAGr4YAtU BLOORIlAS 1410 RAFTER (TOE-NAIL) 3 bd COMdOII' EACH END .W,A" �JEIS ; ---'" -" PASTENING TYPE - PANEL SPAN r3 FbfJT c PANEL SPAN 4 FOOT < PANEL SPAN 6 FOOT < F _ HOLD OOWNdv G Caftem N `E ' _ l I . __ -. __. _- ANS rM Film BOARD TO RAFTER (ENO-+CMU 2-16d GOH HA EACH END S 2 FOOT S 4 FOOT S 6 FOOT L D PART J , )!INNS - (PIE AyN IN.IAdS F _._ _,_ __- � ..__ _-� T-_..-:_ SPA .____- -_-- _ _ - - .. - - • b Op SGREWO 16 IN. O.G. 16 IN. O.C. 13 IN. O.G. 14114. 04. JGS,n /RQdP�:,I�.S TO THIS OUI{u,0i 114 13 APISLIms To! THIS I"�)�ILI"�I WALL F AMINEDOES NOT AfePLY TO THIS SUILDIN6 lT APPLY TO THIS BUILDING DOE NO L �i III TOP PLATE TO TOP PLATE Milli 2-I6d COMMA PER P00T x•+16 WOOD SCREW" tb IN. O.G. 16 IN. O.G. 16 IR OL. 12 IN.Of'. TOP FLATES AT INTERSECTIOW (FACE-NAIL) 4-16d COMMA JOISTS - EA SIDE .._ _ ---- - --- - _-----^ = - - --- ' - ---- - - - - -- - - 1.REFER TO TABLE 161.1.4 a TEXT 160914 IN 'RNE w Jr IMG CSF OF NEW YORK STAR 1 ' TD STA(WAGE-NAIL) 2-16d COMN'k'MI 24. O.c. 2, THIS TABLE 19 FOR 74" PLYWOOD OR 6REATlER, 55 FOOT MEAN ROOF HEIGHT OR LESS, AM Up TO 190 MPH MMD ZONE I6d COMMON 16' O.0 ALONG ED6ES � i' HE ADlR TO NIEI,DER (PAGE-MMU T _--___ .----- -- --_ _ MOP AIF IblOitdM PLATE TO 91W ---- (VO-NAIL) PER 57UV -.-_ _ .__ .__._-_-__. __.__--_ . . - - _ _._-.-.._ _ - -- -- 90LOOR JOIST,BAND JOIST, 2-I6d GOMIM� MR FOOT ' CNDJ216r,a bLOLKINb (r AGE-RAIU - lF C"' ,�• � � I SECTION 3 - PRESSURE ZONES FLOOR F AMINE . ' :� a � MMp 'i JOIST TO 61LL, TOP PLATE Or GIRDER (TOE-NAIL) 4-bo rommm PER JOIST _ a BRIDGMG 10 JOIST (TOE-NAIL) EACH END - ��' "- 2-bd GOMMA',r) I a - FAJ VMJR7 TO® 90 Ni H EDI+ID"�M.L � R �Y•' BLOCKING t0 JOIST (TOE-NAIL) 3-Dd GOFTafrLl= EACH END f HATOAALa PPR IIOPp t a1PewLs - OR NlIG'I,6NDl' l- WIVII!dp VMS 6 FDh'BFrI T �Q ._. .. COl6ECTED au 1 1' �� �� Ia1N.I ^P I ': TRMRFIR�MMDN'TMtLD• Ntl1,yDWl1 SWAR AS vwrm 04 mp., 1 BLOGKINM TD SILL er 5-16d COMA !ACM CLOCK aPle MID N!A PREM Wp AIIEA I _ ' I II TOP MV.TEE(TOE-NAIL) _ - _ - - --_ __ _ _ �Ly L. I PRONDE DLACRIA __- n2M I q nA -1115 qa -01.+1 1 n T aR'N Mal ^w'i� 'NTr�if-MAI ^T 5-Ibd Comm* EACH JOIST 1 � � - CORER POST . . ALIGNED LEDBLRI STRIP TO BEAM (PAGE-HAIL( - __ , y111Lj.pp„1 INY OL.R I JOIST ON LODGER TO BUM (T'OE-NAIL( 7-Dd COMMON PER JOIST - 4 4 �-" Fie nA •aoa aA �1aw I Fie ` .' - 1 ,I •",-TiJ --^1 }.• ) I BAND JOIST TO JOIST (ENDAML) 5-I6d GOMMON, PER JOIST _ _ - - _ I loo bA -N, qA -1101 R I DPD II BAND JOIST TO SILL or TOP PLATE (TOE-NAIL - 2-I6d COMA* PER FOOT NC" - �, i _ SECOND �L1�OI? n a b b0 •Nl 10l •Nal • _ -_ -_ - ;L +Fy N��{ •yam PC ♦�:.+� <, bA -aa, qa -a, �� > x rev T � _� ' LS"aKINIB♦�e1tPW!LL f"+11 I AGHI-ICN I 1-6/'IIV I _ t V/ ROOF SH ATHING - o� -- _ z w qa -ata ba -nl a lD IK'II11iNIICYASIYb, nm1Sw TRUGTURAL PANELS (SEE SECTION �') - , 1 " 02 1 0 q0 -�4 bA '-JRI a 0 INRRIOR ZONE I Dd COMMON s• EDGE / FIELD 9.RT.P. 160 PMI.!ao�Fe q'to Y• nrrxa a --- n - b0 -MO bl •M4 a PERIMETER ZONE bd COMMON L;' MDGE /""" FIELD 0.10, P. 160 Tal FMre.ms xltaae n .__ q 1P►JIU M G IIT! a b q0 !! qD •Ma a b 1 q ---- -_-- - - -1 a.ono Yin F�QN� ' , ,W CEILING 5 EATHING a w qA _lJ gA -aa ; S'1 6p.ID3aluL .'+ •" two A . / N�. ' ll�y a IDe qG -aeA q » r _ D06Y116 ANVAiIA 6 EID6 _ IISOlNT STUD ".'•�J �� � T!D - - ---- *KO 96111E-6 Y DOARD Stl COOLERS T' EDGE / 10" FIELD - - AR ALT+ 6LK'r, OF AE'IM MI-I 6/6lA4MJ. ISI O PSN4 WALL OL b nl -N.• u. -a.'+ • q - pr' �'�N Q t.IN' A t. R"�M M EP6WPEb ON � -_ H I N a I 110 IIA -NA na -! • 6� �' 'µ'NER 6 ALL w�i '�li 4vm NAILS 6 , I I �1 �`y♦ A sF'I AT G a CORNER PDS Nd'aA« - I I I ; i PROJIDE d.6EKIMy� ' lA.• I W LL A aD AIS ISIS � AT• MI1TrD taJ K.M1t I 6" t0'OL. iF I i i J ALIGNED art CAOse POST qD !P -M1 I IDD q0 b O Ibl Dtl COMMON /, ' EDGE /+ ' FIELD 5.11, P. I _ n' - -.TwMT1AeAL PANELS _ - _ - l �O ___. _ _ -- _ - - ______ - R a -+aJ u• •aOJ -y1 / b SL{ •ISN tNi - q n r : rel^° 1 ' GYPSUM WALLDOARD MON SMEARWALL-SEE 5d COOL15R9 T" EDGE / 10 FIELD a ' U -' -- - - �Y _ l R F ] b 114 .»] e1 -MA ! b M� T / I In rl_N 5 POR VARIATIONS) I _ __ _. = 1 . .�i II 55CTION . ,e, I t ' • S o _. ,. -,,.. _ __.. TTA HMENT Pa -- N a ao qA aaA II.F 11+11 I w R,t FIRST FLOOR FLOOR SHEATH( 6 (S!ILFLOl:Nt) • a wA qA -NJ vs "M.1 a bo !1A 111 o6KINe 6 !NDWN L (� II y 7t75 - - -- -- -_ - - - -- -- a 0 lab -•DI MF Hq IAM1 M� I MPr.�D�ann,I!s Mr..Pl'M79 E6.NIETIRa. •,�v,';:, -------- - -- - - - - - I MH . Iso.qul A^_•_'.;•l::.e.1 n:.,. --- � - =TRUCTURAL PANELS -S Dd COMMON 6" EDGE / 12' FIELD • a x II• -- Iaa _ P tbtfl. FOR nTA-T•I!NID AMd6 NAfTIRN PIYDI ,4 }} N•YI °•' rT4+a' TI �•. e.M1 FIELD - - - !. 6 EDGE / b -. - AaOV!M LOAD MA l IMONPaJ.Tmr STNPNeR.' ...I . t. Nod �MMON y1AE1 GREATER THAN I" - JNDA mrtnenR zwe . aD qa .aaA n.1 -R+a Te)AAD MaoeIATm MIH nR IAIat E+lIYTVE ':i•!5.;.�;elr ' ::a., -�x�,::V,T,.V•a: - 1 -- �- - -_ ._J _. . - - - rnm vWJlm Mwl.l Aaualef POR NMR,Je De!ERRE :+s. • 1 ,NtF`,•r.W. , N•t ;''L - r I6' O SP MAX WALL HEIGHT f OR 110/130 MPH ZONE, E REE 1 I'H61RIr G IS 14 FEET; •' ' /©rla,ll'erel:al a . 100 - �n0 "rl bl -M.•T n'MLTPLTNa 6r tK M.NRTsq MppNbIRR R TVLa ..•rT%r• ' /'� - IOO�N.eI PMN!RaOYN PPR LPMTWIAF aHR► ;T t T 'A 'A'1Kr `'" 1 SCC PLAN FOR ADDITIONAL PEGIrIC ATION, IF OPFLIGABLE IlrAa'•1Nrrm RoorFq•To ul•nruea ` PIJ6 AND 1411111119,1141010 FI Ww ADMY tOYMlb A1C FOP- PROM llA AaIDFb4173 a IIUU D.aee lw EA eaelmae AN reR FDR AOJUSTM Ia.nl Q DIF*, "&,f #0 1- ° MNLI1b IMG 1011 ��TalliiNi w 11.lD 6,Iro LUHisT. uTlula cGGFF1GIURT, _ a. RL.:•AIwIGro 110 mese aP,•.A Pr+d 14 gen LG 0.'+to t,s C+Ir) (� •'--I _ _ 0 e* _ A lu.a�vmnor �J/ A rxio I 1 ' r..r .. r+i•+1-,"'^ -«. .�..w•-... ...._..w++*..' �nM'+.w+nn. „eymnu+.,,. ..n I ,. SECTION G - TYPICAL NAILING/5TRAFFINO REaUIREMENT5 FOR UPLIrT; 5HEAR, LATERAL WIND RE515TANGE bL "ALL S?RAPPINO TMJ IE IK*N% io GAGE** ( LL "SIMPSON" EouivALENT - GS ' (C41LED STRAP) BUILDING T1'P A BUILDING TYPE B SUILDINO TYPE G BUILDING TYPE D BUILDING TYPE E � -- AT (tAFTER TO RIb6E TION. raR STRAP • 3 M 0P &TRAP 5.6A, P. 156 A 51MILAR TOA CONNECTION /� P7R ALTERNATE ca�Ri�learlE - wlQaIUN rule . EA. —. END OP 3"R,tr FOR EA RR 10AIRIN9 121 12 -'- LAP I " _ � SIMILAR TOB J- I cEalNe a, 0 F; SIMILAR TO - . - AT RAPIER TO 1'OP,PLATS- ,0 97L �Hwl y CONNECTION BN. / ,�++yy POR STRIP O#+w�SN SAILS E rtNhi bP STRAP GONNEGTI VN d CdMNION NAILS (5-4A, P6. 150) MATCH REQUIREMENTS YGI� QG. 1 U-3 POR T>yeN,ML1rIG - FOR CONNECTION B 1�� FOR &J. TO R.R. -• 1119.41 OOMMOR NA" MAA, P6 159) , -SIMILAR �hl/o � . . i' ® IYi..l�E.P+abTki '. HM NAIL REDUCTION) GLC . TIE �►:;.. A, 4. 194)H R! immomNNE4I2NCl)IAlRYCCb'1 INT IIIIO. s® R;KRx71J wxxloMAL,URNJEYTMRA'R1Ri11ARTENER A I" RNNECTIdI�OW/AwrnNNLM R71lAWrWRI�TIISN'Mh5'III: 4eUFRl?RIM7 . '' 11Y 9Y ,AICRR07'9 MiRYWtli'ANM 1t ' L 9KMAY l6 RA'�1�1®NOfYYMI"hR RRWIREMENtf tlF THE NO'IT.Di ,._Ja,._ ___ _ __ I _�IVWECTIbN _ G CONNECTION C_. (ONLY APPLICABLE FOR TWO STORY GO 4PI&0�iTION5)1 Faa erwrw. ` w;i iocrR•loR rwll f1 a Woo dP BTRAr "' r 1w01tM l8 AP' lL k WIIII�Nryp11Lf ';':r' V .,z•.• ELATpNYw'W BPJ.OM • ' a { It f'WP"T � M1Alr 1 CavN- I ' p fbST 1� �� W/ ` 1 MIA 4ANS ( 11" ) AT STIJC7 TO FLOM ASS&H6 Y TO SI L PL�TEIld1 CONNECTION: �il► S Hv�JhJ R • CONNECTION D -- ` ; '�11M'MeCI'L * r .fTRAP //YT " r. WY7 •'*'� �•, AL1lRIM r1E}R�R'•� .•+II� fi�orlON M/ * 'lIMPSON Ifni 1 Nil.mAT ORI 31LL PLATES FL STANDARD/AI. 7ERNATE - • 1 r 1,146A V I . r�T 'VNNG&1ON E A Y To SL ftAjWqji NNEGTION: �, - STRAP RIWM1RM} rw�6L011RNRRbP r �IU9i�liA'IIIfYF RiW'111 BY IREM I; � xr ;r �•fwR+rriew � � r. Iwwnx _ _ 5EGTI ON 7 NA L I NVSTRAPP I NO (9 SECTION 8 - NAIL I NO/STRAPPI NO ® �GT1 ?N q - GABLE 5EGT1ON'I �- WINi�C�W/D OR f I ADER OABILE OVERHAND N 1 1 L 5RAGINC '�.� IFI�AT;I, I -- 1 44r MRIMETM "t R .t? Ss•5 .�,q� _ r ,F�'''` 92!!PANEL PISO L y •^,1'� 4. OG NAIL NAILI SPACING x5 .•a 3/ Mrl y it I ANDRON WL"ANO - I I ^04H:RS A6 NO&~ ' (EP7 : !�'I H " A B Z►Pl�erlle II j I _ A E Q I I MINIMUM 25x4• II aUnooKaa A "Tid1wIC I I � d PL f19/1i1MM OP ZONE5 P � IM1G u' POR STAP— —III COMMON NAILS LESSER OF �, 1 r - " , �. ... d RIOR ZONE 6-0" ' IN EA ENO OP STRAP(TAiLE S.ac,P 15y L!7 xa 7'-0' bJ1Y9 - END ZONE (KT.TABLE ) ., 5EGTI :;>N A-A �cu.eDBLocKl� w ,.z NOTATION y FD1E HAy� A- NUMBER OP bd NAILS • EA OF 5TRAPPI(i 1'1'AIIyLE 5.1, P. 1511 y.,, 6YIflLE ENOw4LL 11gb' YR/ NAILINEb 'S '�I. ' 11u B- NJMBEIZ OF SILL STUDS-ON F AT (DOES NOT AM01.t' TO DOORS) (TABLE 5751,P. M5) ❑ APPL1E`S TO THIS BUILDING SIM T9 A+� t S%TI'ON 6, J I Lu G- NIMBER OP PULL HEISHT KI STUDS DOES NOT APPLY TO THI$ BUILDINGS OUT I1 t*pAY WYtcTE w/;$EGTION 6 J , INTO&X6 516 R 51 P. 144) � 1 „' • EA SIDE OF HEADER (T• 5236, P MSA W"fl111NATE;TABLE 575D, PG. P14J M)10 711'q{.{WIILRI ON LY Y D- NUMBER OF 1 E NAILS, END- I (T THLE 5,.JN KING SND h.�.• . B TS • MIr1 SPACING y. '� Nb„!^LOOK O SY< '.G. IN 6'-0' END ZONE e••lCt'."1'. '..V..:. TO END OF HEADER . EA. SI (TABLE 5.11,T 4''O' ZONE PArlL PIRD 4” OC. NAIL z r • 6 ANG Bh. I • MIN. OR ZONE E- NJMBER OF JACK STUDS . E . END OF HEA1 11`YI.E 5.77F, P. wU NAIL / F- NUMBER OF Ibd NAILS, END-N LED THROU6N ' NT JACK STUD �'�1� .G. IN INTERIOR ZONE I I N f A. 91 5 NOT AP711CT•1'D DDDRS) (TABLE 5G, P. 15U TO END 971' SILL 5) . E _ (DOE _ " lar •• I I I I I I /.- I' h r3AY5 .W W SWAM MASHERS AND END PUT SEn,P -_-- 1'. MIF.�t• o461r' iN'ro cONGRETE FA5 LNG 5GH RC 6N OPENING FRAM INS REMENNTS P I R& �+LN,r I ZONE � P I I B � ,!' al,.Y�• D.`.. _ 2. ANGNOICYI NCKEC MO REIN ARM NOT TO BE USED FOR A= VANCE WITH m, RML I I I I I I ✓ OR RePLAasy en'Now Doms FOR SHEARWN.LS Nor...T1o1J -._ LOOKOI/T 5. POR SW-*jWNA NOLO DON'/ REOUIREMENTS, WE f _ f 1 E F 6 1 II �'K 2IOLTS V� rn• ROUGH - ��_ A e G J ._ _ _. _ _ I I SECTION L B M � AW.H K ft7 TO iE BE7Y4EN 6• R 12• p 4. ANGrKgIt DOI.T'6 MRZ OPN6 VF 1� . Lin, 11r3(tlT'U . GORNERwI 1 r o° 7 T `�RAMINO ONLY4•-0" '�'�! 3 ' li .�oE�r�7eaYl`�e.CIr�LIOP HARDMARE FOR 9NEARNALLS 6'-O' y I 3 R} rs s I•-0• (coowwRRATE s✓IN TON 5) -- - GABLE �OVLALl oONP ,yOGArI *0 REARPL7 RmAR w/ ANCHOR ll, 6'-O" 7 Z 'I �J �`► 4p co - MANUPACIURlRS R MACE PLANS. (GENERALLY. (V *4 _ �+Il' row a can uax MALS BI.OGKtN6 3 BAYS -„ — SECTION V IR �—B Ire EA ero ONE STRAv , " REBAR IN M1w, • P. OONo. 5•-S• DEEP OR IN 1 ro� o 4 0.11 •-1 � S/4 b I SACK I W-0 D.G. �Z1O,6q!MYtllt tlF M Y1 APPLY TO THIS EU " IL 11 INtS r�� : _ ° ❑ DOE'S NOT APPLY TO `1 .119 BUILDING 'ALL 1Z"%!• i M � - 2••:=( ., y fir e- 0 Il .(. _ te „ . ,�)EGTlApN II M15GELLANE(:; 1 V5 FRAMINS C-?RAF'HIG5 (THAT EXGErD FRAMING 5TANDARD5, IT 15 REaV FOR FRAMER TOHAVE A WOR.IZNO KNOINLECE OF THE AWG s DETAIL B OK*) „ ; -,( - LULL FF-UV%hdr fty,-T45 4 COL " LOAD BEARING WALL CANTILEVERED FLOOR CEILING BRACING INTERIOR STUD DETAIL /• ° A BLOG�INO UNDER �i D E N-LOAD BEARING NAL a IY H+�r•a � � LL � ' OFFSET FROM SUPPORT GABLE ENDWALL \Y 6 L --. _- �+� ll `"' 7 . -5iVO5 ok IA LE RATE Wb"off . w.l Now"ANr 6L.1 NLOOM wWNr m V%, l1WPLATE001.E RA No 3 1we"wowrMrw. TOP PLATEr::1�16wol"' INTERSECTION DETAIL71 JOIST ,E wOwlww+er P.} �� UPPER TOP PLATE LAM NA71NIi)SIZE OF SLOGI:IN6 LMJER .101st ��� NIMr TOP PLfTE LOWCR 11M PARTITIONS SO' OL MA7+MA1 OPPOC( �� � ' �� �'�\OE�ti GNR0T0PFIN6 AND ATED DIRECTLYTOP RATE IS 41040PLE FLA DESIONED TO CARRY THE LOAD '' ,` L . .. • ISP�iIC. /Z4�1Jky 'pYZACIRAr (IS IH. C.Hds13 wrn:-�� r< o� K __ .-� YQ�1yk_N 4�`:L� S4Y4.91CJ71�,I-1 - - W Yf41DS 'Ib -_ - b 1 N4iLk GI sqL- H �,,.LPJIp a ae�+# I K L + k 4 r , kI6 RN0IINT4 Ram b% C �C '�.tl ,�, " f �/cGt►.. i+HTS I'� ' I p0IP, m NIM �,1" Abl' 11'.K1 Wl.T, /^ J $�' I • � baa Iii Lsr I i li tI �14RIYte �' ne:arw I „ +1 � 1 �.PFIOTg7p7 (1ANTi b+K�1 L] F ' �i � fpAcl97 �, Uri ' ++wl'` �1* 'RR 1 7 11Itu -'f,'. Ij" _ CONTi'•f47410 CLIIf oav ' - I _ � r y c IDE VIEW ' !t l' .i► I �. _ ^ Anwey[ r ; .v IN '.TNSS 'LI: !AI 1.1 1� SECTION 1 .2 - NOTES I$ 5F° cw, I I All IONS V -JolI!I IIJL91Mq'11LQYIIN 5115HALL BE IN ACCORDANCE WITH TINS`ECTION. TIE OpVBRNINbIPF+NTIAL GOpE T7Ma II Nl/IdwrN+aNrPrrlwtl�q' .!1414p! &II ANY ADDITIONAL QUI 1 } .r ' I.FTINw illi , MID NAL RE REMEN75 SET I'Opt1'M�I TFE MAWFAG74RF;R'S IE701 14T..Irwlrr+rrrMY.i.'Mrt+wMlhr+,+M11 ,, - _ - MIIM, r GODC �i N REPORT ) • URIC CARE CA THAT . FOR GKN WIND DIRECTION KARACERED, +r110N1UMNrYy r/X�.►..+111',rilHllllplpoll .;,, " ' , - : SMT ��. TTI- "01",, AN E10+p6UgE GATE6QRY THAT ADE47UATELY RATS TIIE GH4ARAGTERISTICS PMMrrr.pwPriYI/IiWw hN+Rdt+iiYr � '., . - twW .. � , NONAMPIS M RORIN6 OF SOLID SAM RAFTERS OF GROUND DAIWA= IRRIMSA.ARITICS SMALL BE DETERMINED NOR THE 51TE AT MMw1arM+�IN wIYVlldrrrlrrMi1Mi11Y111MYM+li Q11t1 w17t} }'IyllMlllill ' /1� , III THE BUILDING OR STRUCTURE 15 TO BE CONSTRUCTED. FOUR A SITE +�P"'*NA^rlr�lllrrNYP"'r+AwVl'IILMMIQF' .. S/ NOTQpp NA %C 70P OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE CAlT LOGATED IN THE TRANSITION ZONE BBt'P'L'!!1 CATEGORIES, THE CATEGORY FR'rhll�+yrY�Rrri+NSi�R,■MwMM+1+RWM - 1 AtI M+IMr7�1MIrdPNaliw4lMIM+Yri�PIiM1i.Rki.11Mr1 IM 11 prF�.�' IN TIMI,' MpOTNE-THIRD OF THE RAFTER SPAN. NOTC 10 M IMI CAR= T111NLTS OF THE WMULIND FORCES SHALL 1Y( SPATULA'S EXCEED ONE-51XTH OF THE ACTUAL RARI DCIPrK WHERE NOTCNE5 TAKBITOF VARIATIONSINS IN IN T WGROUNO SURFACE ROUGHNESS THAT FROM ARE Ai'F11R�'ORT5 THEY SHALL NOT EXCEED OIE-FORTH TW ACTUAL IRAFTCR OGPTH. AN'uNbr+wlrM.�'r 'wwr'>.PdAlkr+.�M yrMrr+WwMl MW MMWriYN1+PMYtMIh�MUAW6Y1Fi1 iPUP► yr�lr' i "", BORED ARE LIMITED IN DIAMETER TO ONE-THIRD TIE ACTIIM. RM7ER DEPTH AND NATURAL TOPOGRAPHY AND VEGETATION AS WELL AS;PROM CONSTRUCTED PRPfr Yrr, wdYww, wMFllwrN" #Fr. �IMI>iWMRIFM,lY71sMN• , 4 THE T'TE NOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. FEATIlfRES• FOR ANY GIVEN WIND DIRECTION, THE EXPOSURE IN WHICH A M"Nab+r q.11RlbWMdWirShcy �YMr1L1+wWElu14LSPECN " Q Cry N+.ii 0eewpl,ywarrlgUwwMM .II6A1r1A111N 1 I A5 BEIrIED BUILVINS Olt OTHER NG 018 OF THE FOLLOWI T GATAEORIESTCD SHALL BE ASSESSED ,�ia 6 U1.1 I.w.M Mr�+rilftNtAMF,wfinwllMr.hU• A L 'M F SND5 AN noedw..l.ew/fw bedbawpp.Pee.4hML'+rAh11w/r/ulRNrd atl rww.eYll FeiiNprgWPr.wh d.Iu.Irdmol IIP 111111 �t�ip' .wi�TrlrMMl[1awIMNWwTna+r�l.�a�wPhr11r11 r y 0 M NOT M ITNER EDGE OF 57U05 SHALL NOT BE LOCATED IN�T1E MIDDLE DME-THIRD I.EXPOSURE A LARGE CITY GpITCRG WITH AT LEAST 50 PERCENT OF THE Mb4wrwrWxirllga,.N'rW Aw.4r1.Yw11.WPM dANINItIkAYrrtFwlNPiIMMNyN/wY1NM�CY�w.+/�Mw ��, y. p OF TE`�:1,�10TH. NOTCHES IN THE OUTER THIRDS OF TE ST40 _15"TH SHALL, NOT BUILDINGS NAVIN& A HEIEAT IN M)=55 OF 90 FEET (]1556 mm) U5E OF THI5 C�. eldrbLTle P.drrL YR4 rWWrwwIMIrIiboo,"w �n'pw} 'N9+r'YWNPW'MMUY�MW'UrNiPR�WMNI F-� (y f+l EXGEE¢ qI THE ACTUAL DEPTH. BORED HOLES SHALL NOT GEED 40% OF THE ACTUAL I.yw daw�.6'I+Rw"YMid,wRdM,NAWnrYIIPirY UJ.Oy1lwlyd p.61aM wiwd.rngrr . �' V .. STUD THE EDGE OF THE HOLE SHALL NOT BE CLOfiO! W/ K' TO THE EDGE OF �`�E CATE60RY 51 BE LIMITED TO THOSE AREAS FOR WHICH TERRAIN C,re,�N". D9"" AND REPRESENTATIVE OF EXPOSURE A PREVAILS IN THE UPWIND DIRECTION FORA THE STVp,49%4ft AND HOLES SHALL NOT 01 IN THE SANE C4 05S-W-TION •-. D15TANGE OF AT LEAST 05 MILES (Ob kW OR 10 TIME-5 THE HEIGHT OF THE AI 1.34 LoW."ThI IIPM1wM FM�I V _ BUILDING OR OTHER STRUCTURE, MIGHEVM 15 OREATER POSSIBLE CHANNELING IN"d4"1"'d liAnr"N rYY"F°`+".'°I''WNUNIOA19o.1,AnnVN ryl i r�YltMMllyrpyrlyf bIP 7 /'� EPEC75 OR INCREASED VELOC" PRESSURES DUE TO THE BUILDING OR �Iw""reY X411'rwhAirrrr}Ar61, Mr•I 5TRCTURE BEING LOCATED IN THE WAKE OF ADJACENT BUILDIN55 SHALL BE 111.1 PIN,rYNY Wrd 14WM ' rr~hh ArwNIr r4NPPArN+d wed LpWAWIrMwPwil..dA/711 DMf1 'M7.a+Mw TAKEN INTO ACCOUNT. NeUrNeTPb.li►'A11�1 ., JY; .>' ' �./ __ 4nlw1rwlrW plrArwllr. ,. sw+rUCpsuNwoelr l[eltlAlh.Mllrwory lhrwNCyrwr+I' �'` " � -; 4" ---- - ' 2.EXPOSURE B. URBAN AND SUBURBAN AREAS, WOODED AREA5. OR OTHER TERRAIN 'Pt^ArillJrn'Yd'ImrN,w+w..yNHNAINri rl rY MiAAhIIrIr1rMYM+IN1yMA.wnMwHY.IIwWr1M1�IRrIM ___ dWlrn}'1'.relewe.NA rIYPewfrlWMhwM•rWWrnPwl• rIFYIrIRIn{'M pa1P8'+6ei111YerIWr7MNNrI MMPI Y' WITH NUMERIIOB CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE- Wr1NiNrwMMrllrliwirrPw ��� F- i 1' BUILDIWBI Cape FAMILY DWELLINGS RGER.OR LAEXPOSURE B SHALL BE A.55UMED UNLESS THE 517E MLa W,wlnd C. elr r Z' -- MEETS THE DEFINITION OF ANOTHER TYPE EXPOSURE. NWk mwb..arrili.WyorwrJalPaMe4rLPHr111rrI Wt nWpd MLLT/1rwMw "Opml*,ft ANWANUNNILLIWOdF~(rell Q WINE IS REGION AREAS WITHIN HURRICANC-PROW R:GIONS M1J WdUSryrAT ((Isrb.IsEwlwa�dZPrrrlCwyrw/'IrIP pryy' -tAflMli lOF T @odwlA tlw D..aRYuprliwlWldhreede,wiryNlphW rleiwlrew _ WITHIN 1 MLC OF THE COASTAL MEAN HIGH WATER LINE Y'YEAC THE BASIC. S.EXPOSURE G. OPEN TERRAIN WITH SCATTERED D HI!IS CTI(ONS, INCLUDING SURFACE rTrpr W.rUM..laoYw.klNb„ePL UIDFEETI0N5 OR OTHER IDINS MORE THAN HAVING EET (4 5 GENERALLY LE UI THAN WIND SPEED IF 110 MILES (HH.4 m/s) PER HOUR OR GREATER OR W ERE THE �7 1 lL BA51C HM .$FEED 120 MILE5 PER HOUR OR GREATER OR HAP I 50 FEET (R144 mm) EMENDING MORE THAN 1500 FEET (4511 m) FROM THE BUILDING 11IAh.N4kredWr Tire SITE IN ANY QUADRANT. 7NI5 EXPOSURE SHALL ALSO APPIIY r0 ANY BUILDING .Md'I'r"igPellrI'h'U aAY.PvYIwdYr Uer.r.M LU z LOCATED WITHIN FXP05LWZ 5 TYPE TERRAIN HNNERE THE BV)ILDING 15 DIRECTLY r,wH.NbwrlRlde,rdrYedWM,RI I«Paererrfwr rANNYIPII ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FORA Nr�W"j'��F'���°"""w1WdTrRCarwlw,lu wll DISTANCE OF MORE THAN 600 FEET (107 m). THIS CATE60RY INCLUDES OPEN COUNTRY, wM.IHRYYeu.+rl eodemW'11wH111U IJJ , 11 S. RE51Q��TI-AL CODE 6RA55LAND5 AND SHORELINES IN HURRICANE PRONE RESIfON5 1 �Me1 A� ,MWedM PwidTUL9fi [] _- N 1 Ivrur,4 A+tU GTaPr(yrli, 4Ar 4.E70r051URE D. FLAT, UN055TRUGTED AREAS EXPOSED TO WAND FLOWING OVER OPEN WATER (EXCLUDING SHORELINES IN HRRIGANE FROM RE6110N5) FOR A DISTANCE OF AT 8901,.1.1 gCStGN CRITERIA GON57RUCTION IN REGIONS WHERE TN : BA51C �. LEAST I MILE (IbI kW. SHORELINES IN EXPOSURE D INCLUDE INLAND I '4TERWAY5, lu"bo w."w WINE FARM FIGURE ED I A EQUAL CI EXCEED IID MILE PER HOUR •IlrAad r•I4.W,wwd Nplair.WirAlble.,ieiwdANWN1AA1111 Q- ` THE GREAT LAKES AND COASTAL OF CALIFONIA, 07REGON, W .,IiIN6TON AND ALASKA. '171.1 HnNk1 t11IW.1. BE DESIGNED IN ACCORDANCE WITH ONE OF FOLLOWING T ,Bwk/1rWa�dN+iVNw N71.6//w�IOP�Seiq. THIS EXPOSURE 5,, k LL APPLY ONLY 70 TN05E IX1ILDIN65 HND OTHEk STRLG'ILRES N I. A►R1A1(iAN POREST AND PAPER ASSOCIATION (AFIIPAU - PIC )D FRAI�R EXPOSED TO THt iIND COMING FROM OVER THE WAj�. ExP05URE D 2XTEND5 INLAND 'u12W. O"hwY Iy ��(( FROM THE SHORELINE A DISTANCE OF 1,500 FEET (457 m) 1OR 10 TIMES THE HE16HT I m 1i1 PO.w F w/wiIN WwnwI" IIwIIwerIIwM1YPwYON f TION MANUAL FOR ONE AND TWO FAMILY DH�.UN NF(HfC.I'UI OR K7, OF THE WILDING OR STRUCTURE, HWIGHEVCR IQ¢NEATER. IU.I Up.W.w dCwrer V.Irry h.ar+IWMIP'fUGrNrNnr 2. 401AINIIIIIIeN BUILDING CODE CONORE55 INTERNATIONAL 61 )ARD FOR rirWl'6.wlUS O+WrrddCwPweeVWIMr1YdrMNIrYNIgP7! R :/yp1..9P,iNU+e WriYer9rwwlW Uw/V.e6.+111MirYn.41YIR 1VI 11 HUMC,AE RE515TANT RE5I0ENTIAL CONSTRUCTION (SSTD 17), OR ❑ wwr WN m III W OMIrd•Mrd NeYd(ONI]i,IVeMTYrM(1Hrr1dmMbwdw 16. Q Y III 7. MIWK" DE516N LOAD5 FOR BUILDIN65 AND OTHER SI .RES w4Hwdrw r+re.tel ler AW re.IY PribwWUdLpPM..dd 41 TA 4R ❑ fwJV0erw.rs.r..luwr..IwsIwmr..ww:,P.. � u ' F-- __pGlR-IL fnKru/h,YAIY..rd rr,lHAad wl.rrwr endH.IHw,WIa,(wIr 0 f, ANSI AmLI rwHl.rs.,.+.rr pmt wwrww.l.rwrwNN Ilw�I�N I P PPL . - ^[}� >�S D IK-n a M1CC.. DF�rPGi ( i ?�1' l�d(.ICi.'.,C�LVIZNY�4T�#'�iI'��• mnwwlr+r �Va�Mrrn7cwdm�lFlewIwAW NIIIIkIrdrw�o .; v a w�Acias:ir o �� �I J 1 30&-1 #1 wow. w4rilwFf YV: F&CE-- GuC�tT � lot, 4(3w7 13 c I ca35Z GLNLRALNO'TES: e "� .' GIN]Jl.u. al, I N(11\O Rh ISIOS1ARIUN11LAVILWII INODI.VNFOFROM 111 P:111111.IlINC URI'A11111EnI. 3 \VI 31..0 OW 1 -\ ) \IL\1011h ti11,11,L('f1N4011pl f(I Nn r JNAC,SA11i,&LOCAL 010,14 AIII IIORN lt9. •'� W DENO'I LS AN ELCL"TRIC SMOKE fIF,IECfOR AS , III „nnul r 1 un NUN11g1 1 \ Lal n'w u ( rn Hun s Wu (ll 51+1 +Rlsl DHRINc TxY. - --- _- ., - - -. - - _ _ _ _ _. • I,I t11. It I ry I SMALL I RIE ISD TO O dl, - ( m wJ PF,RCUILREN'fN YS(-DDE REQ I'S,GENERAIA t011ll5l. 01 LUrvSIlOx nun IILU IIIS1Gal(F_SD'I111 IILt l' IrvDI(ni1:11 ON IIILSE I'WrNs slue _ o (1)DETECTOR IN EA.FIRMA(1)ON EA.LEVEL ADJACEN F (Al ST, I HF (ON I RM IOR IIT run' 11ORK AND nm IFI THE nx Hill!CT _ Lot 0 I rP _ _ _ _ 1'01,11111 fill. PRO('FIIURI! AFI) COST N11P, lU WORK' 111•. \HIJ. THEN ASSUME ALL ,y "ur�0 Q - C7 DETECTOR ASPER CUR('AKRON MONOXIDE NOPr;NVLADIH1 RDl,1r1 ffIIIIIit 1RmC DUIu..RJ. DETECTOR ASPER CURRENT CODE REQTS. I NO DUI-Adif f On OIL nNGUSrOolFHE 1111T 11 llu('I u1UL SYSfP.nI SINCE nIsnuU1'.UNLESS APPROVED GENF.RALLY(I)I)ETECFORQa F.A.LEVEIAFDWF,LLINC 111111 P.nI1f 1111FC'I UR LNCINP.YAUFNI!('ulw \\ L1 mlrlll VNIII m1V UUIIIAIl. OA I IE.N(Ont.} •(C, fCj-r�CyL l„J aal ..'1 TJ.>�r.l•c-)i;l-JMJ\%IL:_ rvL'> .\IJ "'A'IUAL.111.1) LNn11P I'l'll'.I'IFI) ' ,,,111,INa F('ALf:I1nnPAlI2 F1114FCT IORP.VL51lIN .1.L 'tJI At 1."1.I IP,I JI CONDI l llrn\I IIP 11110111.11(ln 04 I llhl fllVNtll.AND AS DlllliCfbll Anll/ORI I III'IrrrtDRV UD:ARCDILR o\VNelo(vnnmf-I C ,uu. lO.hromm�.n. Rum 11.E InsrY.ruOnfi, nrrlmv,O.S, eAxTlrlrn rbs. 7/DMH[,[ jam•`-r Juno 'T �Iry?'C"r �.�,/:•�'L N II,RIOI(OfPJANx(UI I TTnuMrLf Oona GA.,Arr uuvnl. i I Illi SYJ 01 l'IANe Allli 1'111.I•N(11'Lllfl IIP 4.11\V.U111.5 9I1,4I11C Aµ11111 LC'1 ANII AIIF.IrOR rI1F ONE 'rdE Qf T+l hfiLl'%+ 11") I• ilj 1'RD.I I!Of N1urTROFUK E IRON USED IR ANN I IIIIOUIn.SrR WRITTEN PERMISSION AIIE AId 4.ltC11. 111:1NOLKID'RII rill IISI:U R ANl NAY \\'ll'1101IT WRITfI!N P6RMIb810N AND I K ARC1.111DN IS N.1 IIU9 FICO F AR SUPERVISION 4„ /` 1r I, � " �4'' 1 111N,F11 N INII!nl ONLIUI I1C1'AIN611 FO111111`ISIlV1Fl(JN OF 1118\V(IRN AND 1F n[fiPUNtl111LP.FON Q _ _ /�( AO NL11WtIA1 S Oltn ORKnNNSHIVIOUND AI AN\ rlMl!fOUI!11[FRCFIVLFIIALL DERRIIP.DIY.0 „"'� _ - le 1 1 t" U <N('1,,on';AlILfti50F ANYVILFVIDIIS INSVIA'I ION-. y rr n t♦oLIA9u,V A3ni FAMILIAR Pn'u A R CURRENT rnrA CDm!xnl nruuummenTs on ACI. - � I NO u ."HE. All"'I'D d SPUI1V SYSl.mb/MATER L\I.S USED WIRIN THIS 1aLILr WILD THE mOFr o\/ 11rI( -N IS w Du.FOLLOWED lVON 115 lL lNI !N101 IIIILR PLANS CO F1r1A1N 10 R¢Ol1REA1NTti OF TIP. PROlO91D (UN511VIll110NSNIAV1111SI! 1Il.t ( CONSII111Cfll)NTHATMA} NLEREEEXILAUD'ELl'DEAILE� IJ ROH AREAS Vol DANV1NDSPCFIIS CM Olt ABOVE 11011 P11Jtt1PISR 10 THE ATTACHED P.D.PACF_S Ounl +noN concur.rl nrvnnmsorvloL� ! SO ASITINUIEOIIAVLAhINrmM1LVRCAPACIrICIF11I)T FO11_ SO AF511111rH 1011AVEA 111N RFAl11M1C C'APACJO ..Sr)TOn/9VIFOOr 'II 1'f -11 1 /_� �.<' '1'Y ri-a It- I{,°Orr _�� r 1 FOOfINCF T(I BEST A MIN,J'-ll IIP-LORGRADLILOn..SrEI iOOTINCSe 1:3 RATIO(P RISEKLIC.} _ T( -,C':,e-:, r y 1 \V,\LI.4 TOIIEIIF PUURIA)CONCHT.TEOFStZE&IMINFGRICICNIENr9110WN ON PLANS.U.O.N. 'l +Iq � ` SIL , rj/�T-� II _' 1 -.,i�(.,I-'<:Ll 'n _.� �___ _ . r D ( o2 GrR.'ra L. l(A'O G. ', [ NO II\CKRI-LSIIALL OF PI„\('h.1)ACAINSr FOUNDATION\VALI-SIINTILI"•IIFROFrAAMINCOR 77 1. fuOnill nr.DFrom¢DconcnEl¢D4 SIZE suOIN On rinrvs , At OPEN PIGS FOR GAS . UNN IT ETCTO FBAY D SOLI ' \ 1111 LONAL1. ; IR1LRS ITHIIMI' l(FLL&AAM 101INTEL11 RIlACEIIN IDS,UO N. ALL(ONLR11: Do IIAVF ANIII.MAIF(OMP STIGNIGlr(1 .DAlbOFJAXIPS ,AL EXTERIOR -1 � � -+� � ')'-_'-- - -� .., � �-� �1-I.,•_ � Su __________ __ � � I ���� aln'I Elunls to nEnul.ElvrrtnlNEo N L '.r I1 / 6 hi - / =�.�/ ( •, ) NSIlL FINP,GMI'F.LOntiANll\VIl11 MIN (.MILIDLY.\'U(f•Y (ON[IIE I'F 11.r1RF l O Iik:51 llPOry 111 L 311'If Ir APA(i rl GVIR,OIFit 1iV111",41NF111..V HIO. 1U Al.11.LbL\➢F AIIUI fINO PRA111NG FLA51lCU Ati DF.LVL4:U 1M1 HMPLANS YI '�-I1 (_ f 4,\ rLW71�r T7 I l�. ,(} ' II 111111K LVIDI'A fODEANL'IIOIOrII\\4(q\\'ALL rIFPlili(J)SQFT. 4', - DG, SCOSHED JOINT LY 1 1 - � -1 1 __ \ ___ _I__ -IJ ->- /\ - S X4,,1_,-]��,d4 AArp�p„I i IIIIILK LFAVO Olt BE ISO +NCI,Y. \\Y t\'ICCI' IIVLP_S (rJi P-0" OC. MAXAC TO D31lLrCr ANY a 1--JI ll b -_-_-- _ -_ <--i' \a WOOD 2LUBMEINGN TI BE BEAR UP SOLID T(1 IVAL D' WALL S MN CIIAW, OFOVICALRDF W(NA h K GRIMMCUNOENsnllOh lO ASHPAIUIC R �- Tl-I f'�I C --- -------'4-- 5' �J') , "1 4(11 BTQL CLODM1DIB AIDE To BCARUIONIODND'WALL NEI STEEL 9BIM9AAMIN.OP Y"OF NON9FIXINX GRT n nrrl.rinl(rA) (Jr ns'urnLnC nnsF.Do.+llrnwF3rvc io F_c remun of noununrlon FROM BRETIRE NTPN(S)•A•'O ANCHOR BOLTS P L EXP•N DOLTS`B ECIST.A 11-E-NOOX ROLTS &h W OOfIKC l03"AUOVrr 19NIF11 F.I1 CA DP_IINLIiSSI RI bI'fECIrNDIf10NS F.SCF.F:O CODE LIMITS al III i I G'-L• ,,_I FOR ANY PUERTO,® C.M.U. WALL SRB PLAN POR HE REIINPORCING ( � MIN. 16^ M' X THREE v <V I Ike :,1 j k I�1 __---t >=' _ -�.- CODFBBE OF 9DLD)BRICIC MA('IONRY CF TJUUUr a POSTING.U.ON. . IBl1T131:WHEN([3LlIMN OR P11ErRi(: 1. ALL LLIMI1CRbIlALl.111(III' b34 DrILOil-bTY1U1NI FOII RY.PC'tIrIVL'),ILO.N. 1�y11 _ `C�' �(r to PART OF TIM LOAD PATH FOR USG IN A SNEARWALL ALL ANCHORS MAKING AN ATTACUMENI ARE TO BE 3. ASI.rGVIUR TO IILA 111 N.Of•lE"ADOPEFINIFIIPA OMDE U(LN. (Tf _� I •'J , - v"+ Vi (yfJ� r ll( BIANDARD MRLARWALL HARDWAREAANCTdORrK)LTSr UA).K WITNTOP CAP$®9=11.MIS,TORP.MW. I SILISl0114 Y1.1F111i11(IF.IUIITF.SIIIEL111\V/FILLFFi+1_ bILLIODEI':r.WOOD (2)3"%6^.U.OM 'Y.•rE[NT i1,ATE B"IA2N,W/C R78Ek WITNt4."O BW8S T1[I1000ii CCNTCR LME OF VERT LF.C.S SET +LI,Au11111nmD;ns roll[-fFCO"OU PVu.u..Ful.l.svr_ \� _ '1Jn% '4' O�`'M'E-' I I DEBT"U.O.N.)ADD'L UOO IS POUND ON THE HIGH WIND PAC•F.R. DO,JOI TS UNDERPAERS IRmIMERs.lI Oul'N,LST 5 A VI rol u.O.N D13L J[IIFTblIN1IEP 11 CA LLEl. IC. KIONS, ANil L Fill LUMEN ll U.N r aLL ONES C11111f 1A.11EAU1!IIS,RIC.1011.\fh A111N OP."IIEAIIINC v -r :a u r Q - kR(N RykrnD RLrr10n - i N ALOVIVIIO1Vfill1 BE IN CONFOµ11ANLE\V/ArrAClll!D I!OflHCI'SLLILMI!Nl W/MOD.Y'S ON I'IdN 1 - p Ara /`A ,, I TB'BDBNOTB9ISEMICROLLAM TIMBER BPRAND BEAMS r 19IOVIYIII! r+TLFAST (OEW111WINDO1V (Ox ODESINULL.MIN R1'rwnLF- MSGPACE FON EMP-ROLNCE (1 F EQ/SUMOTES 1.9EMICWLLAML.V.LORt9 EF!LAM LV.L BEAM- I:S(APC.IN(UNFORAL+NCE WITH NYS.COIFSECR31U.MIN OF OF STSP. ET AP.T GRACE 1 �J t \"�G' -- j 4 LUY I,If NO IS FILL) RIILL Ib N"Olt TOM 1vr 1IIN.ING NET 44-OF 24-6111N.NP.i\vlDtll OP]U" Lot 22 JJ J I Els" BE G-PLAMLVLBEAM6 µtl'LNEADER OJIILr-u FOR I(IULS),DOI'rOM(IY orervlNC Sy�ArmA%.A4'.F. ' T9• 'BA PeL•9 BY TRDBJOI OR GPIAM BY GlANIOIA PACIFIC IN nlln' uFnnFIl TO nI'12)z [12• Gry J]_ 1 , �,. / ,.1 n�' �� I'� ,1 � " /1'-pry `411 ALL BNIHALL91)AS PER Ti MAND rs CURRENT INPUTS, 9P_ AS ON PLAINS , rI.11A1DINf:'IOLOMPLY\VITIIS�.GAIN:.9 Y THE IRIUMING DEPARTMENT, u _ ti Y____ V 4 `� r_A-T- ` (':, - I _ _ ! - I a 2, PILE SANITARY SYSTEMS ARE TO OUNIFLY WITH S GD It S.REµIDREMENS. f'I J S4fT1ONS FOR PLIMa1NGMnr..MF(INNICtl.CODPANIIFUF-LCASMDEOPNLWVOM"ATE I CIF ___ . I _,_---- - - i R IDEMW.CODE i t IST .T ] � O > l NFORM TO TIM '' _---__. CODIIRROM Built-Up GIYIILREr'17u'ee or MDEaj SBppoN � �Z,�r.y: U � J Ft.nmmny MPCAANICAI. PveL cls s'cr 1 J cLF:cnacAL. i I I I � I AL1. NEWLY INSTALLED ELECTRICAL \vOl3N OR APPLIANCES SILILL CO I - � 3 CONTRACTOR RESIDENTIAL CODE SECTIONS FOR ELECTmCRITF," OF NEW YORK STALL M•.�bt l• Lu•.1✓ 15 t1 1I r 3. CONINLTOR WIILNANISIIA FlAE CNUCRWRITERb CEATIP(GTE UPON LOMl1tTION OP NT)AIL VV v ! P 2) �I _ III L. --- k J J rC,IZI {y/1i'I:yL.[, (Z I\- I Yr•1 ���'a•T awl'-! J EQUIPMENT TO COMPLY W/PART Vlll,CHAYIY.R911J3 AND I.Of.AL s!_' " .De �+us..i.lr.' G� (,��� 211,E /..1'T" 4�1.' it IF'- 4'';.T<,. anti nFnnrcro vn n�i's S. secnoN RJI'r ! I'I - _ w J.7 lt�l1 .- -- ,,tt� �I+ v,p _ - ,- ---- - I ..+ O r ='s lNuurtA Y�y2. 91, IssERY F� .�r,R - - I ; --------- - - G _ -- - ---- --- r •IT I - lu•M IM r.�1•°r141r..•n t �p „ C r Np' IF.Af IN ION UIN ➢ F ,5.. IN . . I.ABET IM'(t4 n•d ({ N �PII"Q Itln4i i•�dY.v x,e Jur Me ATIO CON. ION P SECTION N11913 Sat L 13F I Till' R URORE .^3 �" / ' Jlyd A`IRa.uw6v,•m u k 11115 IS TO CERTITY THAT THESE PLANS AAF TO THE "RST OA MV NNONLEDCPi lr.JVE AND Y NI.INC - J.rs ddr nl IF. PROFESSIONAL JUDIM ENT IN COMPLIANCl.1VITH THE ENERGY CONSERVATION CON9rAUCl'ION 1 4., _ Dom. ....... v ,�, r - - 4� � ,r '/ "'�-• C(1nEOFNEWV Rx NT d 1-D 7- 1\//a 'L n.bmE-rr.rl,.Ara•..,., sIr.NFD� �-'.• �'f�•---' uwreD: lA n•oN Irr ne•1ne ruh 3a '.GONG! Foi-II..l6•r.rl.otjo li w` I i Ilbw.o13e bau bar.,mil. . q - LI " ML,...,J. A 1.so.. 1 1•IIW:..rldm.A �` <} AA IaPnr.•14vn.n.W.16.ne - 4 +.b r D I°J- -•. FnFRCYsrATEMENT: TYPICAL COMPONENT DETAILStj - - _ __ _ _ _ ; »I.nn ru141°a YrL.n.l llnn - - __ - .- - { Trail= aLa.I. .r. 1° k FOLLOWING THE INTENT OF CHAPTER 5 OF THE N.Y.S. ENERGY CONSERVATION CODE FOR BUILDING DF.SICN BY COn.:Y3NENT IN4UL.R.: -___ _ ',wDr,(c( ..K'i NN . b,umuiLr. PERFORMANCE APPR[J. CN lRE9110ENTIA4 BUILDINGS WI I A I FAMILY - r wiu.r LIw •w.wbe.abww� DWELLINGS} C _ �:. eaa riJ JL nwNn em `l . •,r, b."a3 lnar.ear.o,nN41^ DMPLIANCE WITH CHAPTER 5, TABLE 502.2 "'� X_+`� �J h'p;^p', r,,,a,,.r.9... (HEATING AND COOLING CRITERIA: COMPONENT PERFORMANCE) ; '1 _ -,"�� °R �, . _ R • O.A.N 33'33 full.0ita �A " ;rte LL l e�b`� ,jy,j" (IN is wall, g is glazing, d is door) FROLM TADLI!: " U SE FROM]ABLE ' CODEU• --2:l - _- At,<h°.mr-cher,. .,. Dir. COQC a saLz.J.J sozz�.z rii p<,r, nAa.a I. r.a rn'I• . Jo = QIW x AW) + (UD x ADl + IUd x Adl P. ROOF No a.T nc��, TYPICAL ROOF + f J - wu..ntl:r � wlw r.ar a..w Ao (total area) � U 'silo: i- r4Dt42 INSUL.R.• �.3 * - z /--�� UQ. o85x`,ri,o ll+(,sir G(o •N-1_,_�- ✓ sTUD5r1 111 UL. R.: -_ Glass Mesh Mortar Units ��°'' __- __> _ w. ... - - -_ ^ t Ory-Set Mortar or P144-89 - - „� , I3 La(ex-Portland Cement �/_ _ _ - -___.-_ -CAL "' �" -- -- M1•A"' r- 30 provides r03 as Uo which is less than the w ry,in"P•.- ;p . eN, - co�AnA1<� T,Lr. ____ - __-__--_-.. .031 UD required max., so it is within code. V R `--W" `� 'w `_,""�. UO ' SET ^IT v.Ter.- --- _-_. --.- - "-_ _ _ -__ / _ foo*Aa ry 3 co T _ -- - _ _----- - ----- -- -- feasible for r 30, a c pE rte _ r W r-LASS MFs� _ --- calculation is below. .. ory UsTIR � ' ,O 5 ' nx U �O� = J --- talc Is �? CODE U • , 4 FROM I COD r -- L•. Irrprz UA'IT -- '� soz-xJs ` Lfyn}� _. --_.---__- - - )---.--__ %r TYP. EXT-^IOR WALL PICAL FLAT RO not possible Dr om s LCo- -d 5 IUD which is less than B equal INSUL. R es as �"/ir(X. nYw,Lr -T -- - 1- - - �: ____-- _-_. _� -- f� to 05 Uo required maxiimum,tso it is within code, a - (X. So RI[. T - YVLb Ao °o _- -.-_-_-__ NDLECILIN HEATED R: II -----�---' HEATING AND COOLING aPREBM � ) -nvrr.buclornnv snu,rl nl L )d wlnnrean+ I' II I' 'l _ -_-_ _- _ _.-_ U1U,4l EA -rn41 u. oV nr �01.1_IB D „ZO cjo II� IRO 1 Ilcr, m entlr 1 Us I _ rGCE TED R.. - - .• 'y J • I _ ( : ' Nw -tel U 7!R 11 wl a1 1.;1PROMTABL " 2 _ _ Q, Inr _ z_zrw: a SAB Tel CODEJU• arvrnm,<x1.11r m,n.,nd remenl V..1t9 -- - - runilinnl vi ol ,u Ale. rtmslN JI e I 'I tar �� Ls ....«,,.+. - - 5" ✓ �_�.- -_.____-_-_ __.____ J•. er,rrh, �Z3,TYPICAL FLOOR �y Y -_ -- _- r„ -_�-_- Ilaw unuc"mW Il..,l,r�� TYPICAL SLAB Linnl. Don- _ __. _. A 1 v1„ Are'Pr�n..r I;11.n,nrn,1„r nnim�r 11,n,nc[nhrR nu^,iRP, u.'sJ O�TE: 'TOP`R' VALUES FOR USE IN CHAPTER 5 A FOR INSUL' I�•r ea ,.:. 1a,••r }.m..1,,,,u.rlr:,cnA„1 n'nrlar onP/ - - - - - P - - _ - - ' To :11 .v,mmroff 1nr,mr'nnr. �n:w l,.' rrnlndrd O0ac.•AomdN aro.!-o.INsuunDN ONLY. FACTOR#'S WITH NOTEIP TABLES FOR O.Jk. `R' VALUES b i ---� l.lal v nr.,r.nnflmn,ie Ani l;rrrl.l Allow Ilmr.mnrrmrennl ❑urlinam VLV$ - - - CN 'O l3' " 1 nnnnl,V,:n rr rm.lol gP,nr ipmmrn[I1 .-_ gxtc CwIiUE OF],'A ACTELL,R Di IN MALE UP 5 -ILFIR� (WES10 BE T'5µ' TO OYFOROUCONSERVATION [ D P Z r ._ _ OR GOpACTED] 114'WI B VLLUR OP TS PALL IA rICI f SE lO DE FRO1l UEU VIX A UAJoh-DMO R ILLI FOR OUTSIDEIRESS W Sr:UN Al.N'/CLUE 1 " '-` -- - IOjpj -- `-'-i----_ _-____ II<:,ful.lahm 11[el,nP 1,(,1 II""A' fICIfr SPAT RO RYSE ERSARE TGIRL-AITIDIDOR IDCl1L 0.IMSIVING DO URA- ING O O n -- --- __ ___ �{//,,� � - --_--�- MAY RR IBRD REO'!Y x N 6 EMS 4 _ ��l O .Ir4`LIn n1Cn15'It '1.,' wM1':41ih. r�; Ip bC -I `r - __ 'Ia(kP ( ) M1SYALLF-DIASTHIPNUIRt TEG ALL EOUITNENT.COYR(115' DU5CT&PIrE4 ETC.ARE TOCONOAM Tl1,'I L-T-- r III , 1 trdlnd „ I T 1 _- Thoo J 3 3 J l r (I II 1,In IA N IG 1 c1. In Iv- '"-T-- l➢d<•m l<Inn n, nominy �1 (� �OaF'E OPTION BTD F.G.INBULATON 0.YAJUIW.MEN1.S Oi CIN1'rF,R1bECL10N.aJ N'ml n I a, w II 1 dll rnr I,AII 1 LI•''` OII1D•MIRYALUE Oi JB11IE0'B a•IC1Y•B �'' TIIFRIIUSLATbTODRADJIISLARLE SSL EI N'/51111n UlADB.ND DETWELN IIEATINCANOCWLINU. 1'nr NASEVIE TDOIIIOrN.M'UNSTAL✓FMAA.SF.IT11GAlOnFU111110111E HEVU11lf.MLNTR Or iLCTIOn NSI - -)IAO^J' Iv.u'r N"nILI,J Inr llC.]M'.,nn, Ufd -( J)!n , ,',1'nun9 nl Pull 11:11511 IC of 11aa<nrtnl mnll'J' IIeMm"Ur IL1 OR COMPA1'TEO B'/••TwE VALVE OF TO IDASE11f.NTMNIRSTOKSTOSLALLED rh,A,wg Unl,•'nrO,1":IS In hr hill CwdiuR N1IY RR VBER(RWSE rR ie•BLiOR ANY '�11AAC'.((IM1TILVCTURISI'O1'E111M IIEIT LOSSC'ALCIIATIONS yr l'J "rI) 12' i ''�.'-(7%d • �Iplul wtlL rlty Scl nr lnlUx Uo,llann felnerll rf I5 r11E RESbn5m11J1V U4 T11ECOr,µACTOR I0 SOU111TT11ESIP};i DEbIGNA 11PLrARTNflhA. (rmvl.ryry ICOiIIS N.VL Of THESE BMALLIERATI B1aE RR7 MA`I Sl.5TE1L 1\'IHC'1I W11.L bE 1'SFD Iry.VRI('IIRC Uf:TAILAPµF.V 19REDP} f11ERNLUIN<:DLlART11E1T. _ ,i �lonll; Irlwnen unll rnOs ,o br nll4nrU .1A11°'' t'udilry WE FUNNED OOTIN 7O NATION AEOYR I -' OR -' ---- WIN,pOWS MANUP. DV JAIITG•� SKYLIGHTS M1IANUF. BY • mnnnAln unll.-,tosvhllnn, ndnlalca-PodlanA �L " r Itl Ino,,nr a IiA.ermnl EnJ crawl spxe wall fAfaOonxM111 he bmTd of llrt xall ormrynenD uM Nufnm nn IiLm O+� '� ls In b" IaslUned lhnnlgh su typ, udo }"' 1 �� � AJI+(r+11•wliMll mite oansW.,ed In lM rJel<rnrr,r.,i,�drnll.l/I:,.i�n f1i 170 FOE N'S NO fF.D ON DRAWINGS MODF.1 N'c NOTED ON DRAWINGS 1111419 wdh yahylnp..I naes, s,row lynP na:S Items �V �- - _Y� �^--.� I nr nlhrr cortos,nn res'+I,a,l lasteno¢. - / • ".u,hmP of Un,1S In he clean and Iree nl dot _ -�,--,.-------'---- � if n.Vol,hill " d, � ". "' FJ -L� B. jIGr AF4" &IN-P !SLOCAP I" W/A MIWI '1SI IN. PU 0I': -I n'1'IC SI ROOF _ C'USTROCl1Oh: RACTIC(tl,O.N.i HOOF SUINGLES W/MON.(6) 4� L4y�ne wm ��K IXYBLD'GIPAPER ON S PER 'CFIA PLVI OODSHEATU NG -- - --l'_ e I _ FLYS Gx. -- Will 1111 .. - YIPr'(>y [, DESWN IR OrIII R to Y----- -'-" -' - �" 5^haGul•P+'P•'N.`l/ nl l'EI N.\S.InDE SCC I o.,111102.111`SFIEI PLANS I Oil I IP D11lVN5 �w I , { -- -- - 3�+ - - -- --- - zerP 7 L-J - - ------ --- - ',` - � - ' - --" " - "- - - --_- I ro}T I AIIN.RJO F10ER`-GUA55 IMSlItJV/V.P.,ILO,N. [P Fw , ;,J IL IOOi bY P, 11 D.CLG FINISIL\V.K rI UA'l11 EI �,pTcll.4 CO N T I UO U S P I DG F VENT.CONCEA LE II W/CAP Sit I N IG ES n-Z I 1 �I�++gr an.lst Ize of 112E � E 1 jl Hods _v_ 1 CONS RUCII )N __ -- N.T.k _I� I xPl(pOAIIUS rOII ItAKF:&IFAS CIA BOARDS'10 MAI CR w yNV r : S OF IIILLV VLNIF.D VYNILSOFPII M1tTLs DRSAS REQ'13 _ - EXltil W/nnEl'LyN INSULA GIiT FLR/l •D p ------ - _ _- ___ - -._-_. __- O Y , x b - LL a * LIGE�y b ( II=A1 I'ROoOI'ING 10111rMf.Nr. - RILL IIOR IYAi Lsli l (lON 016,III).rltnplLn S1112t A( f.5 flll� VIIICH CAN LIC ILEA 1 rlt 1 O Ano\'f. 195" (O\rn wl(1)LA\LR �I 11OFT\'PF.'%'G\P,1111 IUJ' Rr,\'t1Nl) L:QIRPM[NIAI'RO\'lilt. �1- ITYPEJALE% ALLFIYFJU I AS NOTERUGTIUN' O E-XI GNP.IIIc 103-FO rl'ON:N1 � � V II I I �I'D" I� 1� NN EXTE F'I--T.'vwLi.FWISH FR./ ED ! J 12^SOUND 1N N 'ALIS,3"X< STUDS AIR INFILr1NTN1NpARR1ER,'TtlVEK'ORTq.S^CD.X.PLYWOOD SHFATILNG(1 li (?,iJI2"%f^F�10{ WALL)Gn O.C.w/DRI_TOP1'I_ - _- - _ 3^% "6TUDS G116"O.C.WIUBI,.^.'OP PI_' Y,^CYP.pU. PINISII, 4�pAT11,D U N. MIN.R FIDER-GWSS INSUI_'N/VD.,U.O.N. -_ _ I Ll --_--- � I I� 'A^GYP.pD.TVALL FiNLLI,W.0.1�OATii,U.O.N. l / ( IGpc 1711 , 17�I ..T _-- � Tt • � 2.4 „K ��.,x 14"(7,G: 1 `-�'�> � � � �� - -- � J I �1I. � j P1N15lIrIOORING LYS nricnluaslnouRcorvslnuur.�)N- t I��-„-1 i.A1-. _ 4, ( (�r I . INU io N) T (.” T 'fJD. J� (\t �__ .___� _'_ - -�I II ,, nllry� e LIN 51111 IM 1IIrv51w 1nOnit VfT )uRGj � y - -�-T-- I Y 1 1 S r H O( 0 12' ON 1 _ _ _ _ _ �nrD Jv'ncn,R( nPS'To.ry Iln( KP R un �!� ,F 71'In CS u, F(J MLiN.e':clrl�ollmnlNo ol\;t� Iuurnuu \\/ I UIWI SIIIFI Il ft SII L SP IIIOIIS11 YlJI P,I1( - _--- � DVORCOUNERS fl. I 11K S W'/O 94 IIf IIARS ] IUP _ ' I �I'I-r'FI•l"< -•TR••[iC.”,fl '^v' ISI �� , x'A1N'PC tuOnNGS w/Fo1l➢n'u AN VAn11v 1x1 uJ Rl.n,uis I \SI'IIALII( AI,A411('11.A,AtI'1tV01-0N(:l(I faIE1110K L411.N IIIF,ASSIo, fin SD IL GR01 NAIIPNO LS II I)AIII_InIAIl.GKIN N�MLIIII;I�X�JV 2P�VIIN�EVPOhin RM ll Wl. � 1 _ - - Df SIGN SLIT\U fSANII SI ItO( 111111. LI V Ii1VAl1U 1. trvv^v1 vrosnuc csuu, r Jr�2tr_—IT T -T 1 11 , r+ r, ej TYPICAL CTEEL iULI'ION' ` m I I"P.C.SLAB W/Nl'EELIROWL FINISH(M LIVING N[EAS ,f\ ON FROM IFRIOSANn AD1ACEM Tn 61 s.iCOMPA 10W.W.F.UPON 6MI L POM PACI1. , it SO 11 IIEXTERIORSI.AB6 ABUTTING PRAML. ,'Al1SINSTALLSS IIIIING COMPACEEU FINEI;RAVEL6 COn1PACEr.I15UDGWSUF, 4r`OUFFIONwLLY IAP MILDSILL S BY 12•,BED ALL FIASIONO IN ASPHALTI'dIAS11C 1" 17/ (I� i - c��IT 124lxz F I' c>" � I � ,_ f�„ � I- fir �: � -- - - - " �-.✓'�,� - - - Y- - I �- �Y . II U - -- - - _ !` - ------ ---------- -- ti V Ih r•'IrKi rte(`( .}� °AL-LIMP-L11f1� I'70ap"IGl Ah -� 1'Is"¢n s�.EL �,1-G <'' - L_} W191W1.9 w-y4m, �;; .' '.: ME'(Al.y . oe Eel. rtrt I r�- _ R�1L'LL�L-11- la"� s EI_Plf'(- I • C _�-1I Conlinumu; IInill-Up Girders, Thrco or More Supports /.,, •� / __ - �.,^"'�' 7--�' AV, L+ 1 .-.. ... �I.11{jN�{���1np�'{• O Y•• - / „ni4J mF"Ln nJe Ly •dem ��1,' N .-� � @.G-O ,L./CORNED m,....... " , • � � M1 Vued Lev , o"n1 IL 1:n ��� f V l �-�-� rvim.l Y � h rd Lr ,IAe,ol Iln cE^-' � •� A• su;ev C_ - >�� N",1iuM-I• - j / mo�ECE m. ....•..•......... .Ip i• .. /�AL� ,n.1md,.,dd unr,",a„nr,..,. _ ”""" ! m Le rnilnl le,.,n roJ, mn. v^. - - II ,r, � y."I,;%� /'�� rorGrvi.uE1NTIHDEAnnN_GFz'.n•� "( `r_.: Gd-t1r'"q. =rG� ��H «�tTL9���-'g'�-.S�..G�F..1�---66f�2Q)L1T.1G II 10 P•"^ °I" ^"••, •ui1 d ABOVE ROOF I b IUSl.6/M .J i - - Jli ' dndlnl. .Lm,..Otmd.,L OFF OF IIOOI FOR GAS VENTS ✓ (r- '-, L I`Li _- - / ._ ____ —_—_ __ - _ _—_ _ _ - ----_- _ v- _ _. _ tlYUfi. I IN ik: - . .a so 1. _ _ mcll i/ L 1X1111 FCE / � -Y/ 1"'°'d 4 EM1 y dvN.dn,rte nl.o mo. ,`•1.•• r':� / / I n]S'mrFn lewm,m4 na - - '.. FOR 4 �/ i Y., iM1� pPennv nnlL.uyen4N Io.We - � � ___ .�—__ ________ _ - -. � • `RtL Ip 156,�f w > lU�l UESC 1/1'IONLI E 110 12 hl Pfl W LL ZCIN + J 5 bJ D oo SI I.O.N. ^� " CKJ 100P' R WINDOW DORS: IS' lTl t CIUTESLIDINGFSE. U UUURS: -- TOI'C'iloltTorCROA�n L� IDP.6 V RS: /l .G SWUNG DCfU I SIDE I _ _ I I - - .- - -.- - -- -- - - _-_ _ - - _ _WN _ DO'IT.CIIOMI. I.d In' DDL.' IIUNG WINDOWS: 1 IU J TEE, I �i . l .1 Ll � - - � -- - ' TOTAL INC 9111 5 1 -. fA pO1T.ci[Oitn ll.L = AWNING WINDOWS: roan - _ -- - - f - - `7)$NOPDfi TBAT\1'11'11'1IFC us1 0l AN Al OQ LUIE1 [OYFIGUIb\'1[ON'II❑ L.L. CASEMPICTURE WINDOWS: ; -r- --- -� I I I SIIALLpRAMIN OE 20RS�.AMD YIIiiD.1. SItAII UY.Ii I'S.E' PICTURE.WINDOWS: +- CUSTOM WINDOWS: I {- 2. PROVIDE IIOR ALI. 1 I1SII'01bVU' AND PERMANENT DIA uuvAL AND IAf1il1A1" (TRUE CUS'T'OM OR FIXED SQ-& ROUN DED SHAPES) ' I I � I I I � BRACING AN IIEQUIIIEU'rO MAIN'i1VN 611UICIlIibV,IN'l lvClil l'\'. _ ` I 3. SHOP DRAWINGS ARE TO UE PREPARED A6n SF.\LIA BY A N.Y.S. LICENSED x MEETS EGRESS REQIIIRMENTS ,(„I.GN' t W/ MA" wf' PROAE,T970NA1, EN(:INItEil AND UIIIEMI'1'TEn 1'111011 '10 FAILIRRAI'loir 1'0 '1111 ' ARCEBTAIfT OR I', OINEEn OF REL'OIIU FILL N'1'It(nb I, Or UR51GN INIIt Nf. ANV ALTERNA'T'E WINDOW SELECTIONS AHF. TU MEET THE ABOVE, SHOP DRAWINGS sRnLL anmM1 'rRE NIUMu1R FUHCi!s, wOon (:Rr\nl!s AND MINIMUM STANDARDS AND THE R$SIDENTIAL CODE OF NEW YQRK 7{_L:a -}' � FIN A SiP THE CONNECTIONS AND ALL E AV I1t1:D LL 10 R ARIU OF Itl6 �..., ' FINAL PPI3AWJNGs :Via. 'fG UL+ hIMC AVNL,VU.L 'l0 111E ANIII'rlsL-II Illi STATE, TABLES: R301.2(2) AND R 301.2 (3)IN ADDITION TO ANY OTHER _- 101GINELTI OF RECORD FOli 6UPMI'ITAI.TO'I'I11'.IiO1LDiNG UEI'Ali'I nICN'T AMDA REQUIREMENTS OF THESE PLANS OR TIIE CODE. FILx C{ll'Y. J. AUUITICINALLY'Tm! ROUT^TRUSSES SIIALL MFE1'Ala.IIELt ICD I',\li'1'fi UV '11IF. Sl ti'1001INGF FROM LO\VF;R TO nln fCli lllGlb;Rn 2.2 itA"1"IOMAN, v RESIDENTIA ,CODE OF NEWYORKSTA'FE(SE(iUr"302,IS.1) \No.'Op")' "IIF\i _ M A MAN.ONE 1001 (USE: IYPICAl AS ISAPPROPiM'rli. AW)DIONAL INFOItAfAllO,N O'illr pm;,knDS lo 111E UM01' -- - l TRUSSES IS TO IE POUND ONUIIEATf,JC11El11',o,(IIIt,IAt'I N II UISSIGN W II,IS II N6 ti")