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HomeMy WebLinkAbout30740-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32373 Date: 05/28/07 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1525 AQUAVIEW AVE EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 22 Block 2 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 28, 2004 pursuant to which Building Permit No. 30740-Z dated NOVEMBER 1, 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 ALTER AN EXISTING GARAGE TO A NON-HABITABLE ART STUDIO/WORKSHOP WITH ADDITIONS, INCLUDING A SECOND STORY DECK AS APPLIED FOR AND PER ZBA #5554 DATED 8/3/4. The certificate is issued to DAVID H & PATRICIA E BERWALD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0016 06/27/06 ELECTRICAL CERTIFICATE NO. 2100424 10/25/06 PLUMBERS CERTIFICATION DATED 04/19/06 WALTER MARCZEWSKI uth ized S gnature Rev. 1/81 j r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 'AY Oil 2007 TOWN HALL 765-1802 Tr', APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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. 9 O New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property. S? A 7 ,Q`_j Ave, , �Ea-_4 MCI,r'.aL. House No. 1 Street Hamlet Owner or Owners of Property: '✓Q.'. a �"- � ► '��e-'r�4-� Suffolk County Tax Map No 1000, Section 2_`2— Block 2— Lot 3 •� Subdivision Filed Map. Lot: Permit No. 'r'T4 " 9-- Date of Permit. Applicant: Health Dept. Approval: ✓ Underwriters Approval: Planning Board Approval: 6/ Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 2. 5 4 O 6)v 2--�a3�� <�c o �'�; 0 Ap cant ture DGJaLffl3P . .� . [. . LJ�lC11G [nnrLnLL � J�Lrp [.ICJ�[J�r�clrJ�[J� Ick 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S SBUREAU OF ELECTRICITY S 5 40 FULTON STREET - NEW YORK, NY 10038 SCERTIFIES THAT 5 S S SUpon the application of upon premises owned by 5 5 5 DOROSKI ELEC. INC DAVID BERWALD S P.O. BOX 781 1525 AQUAVIEW LANE c 5 CUTCHOGUE, NY 11935, EAST MARION, NY 11939 S 5 5 5 Located at 1525 AQUAVIEW LANE EAST MARION, NY 11939 S 5 5 5 Application Number: 2100424 Certificate Number: 2100424 e5 SSection: Block: Lot: Building Permit: BDC: ns11 S 5 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of tj 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Second Floor,Detached Garage,Outside, 5 A 5S 5 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 25th Day of October,2006. 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 SSensor 1 0 Carbon Monoxide c5� SSensor 1 0 Smoke 5 5 Panels c 5 1 50 8 C5 S5 Wiring and Devices Outlet 6 0 Fixture 5 5 Fixture 6 0 Incandescent 5 Outlet 12 0 General Purpose 5 Receptacle 5 0 General Purpose 5 S Switch 7 0 General Purpose 5 5 Paddle Fan 1 0 5 Receptacle 1 0 20 amp Air Conditioner 5 5 Receptacle 1 0 GFCI r5J' Service S 5 I Phase 3W Service Rating 100 Amperes 5 Service Disconnect: 1 100 cb seal SMeters: I 5 Continued on Next Page I of 2 S 5 5 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 5 5 D c1cn c.tr�rJcnrrcPrJr�rJ'c.rr.J�rJr�cncJ'rJ�rJrrrJ-rncnrJ'rJ�rJ�r.PcnrJ�r�rJ�rlrJ�rJc n�PcJ��PrJ�cnrJ�cn�r��nrJ�cnrJ@nrJ�ct�nrJ� a .LELfL3L3MPrHenn fflM0M&PLrLn@n�L3PC.JM000MMo M5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 DOROSKI ELEC. INC DAVID BERWALDP. C5 5 CUO. BOX 781 1525 AQUAVIEW TC OGUE, NY 11935, EAST MARION, 11939 5 5 5 Located at 1525 AQUAVIEW LANE EAST MARION, NY 11939 5 5 S 5 Application Number: 2100424 Certificate Number: 2100424 5 5 S SSection: Block: Lot: Building Permit: BDC: ns11 5 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Second Floor,Detached Garage,Outside, 5 5 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 authority having jurisdiction, and found to be in compliance therewith on the 25th Day of October,2006. S 5 Name QTY Rate Rating Circuit Tyne 5 5 5 5 5 S 5 S 5 5 5 5 5 5 5 S S 5 S 5 5 5 S S 5 seal S 5 S 5 2 of 2 5 S SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a rs�n �rri ry, �nrnr�r���n�n�n������n�.r��n�n�n�n���n�n���n�n�n ��n a .. SEPTIC SYSTEMA 3� 7 0 C-) � t` CAST/PONT FRAMES Qt4k AE E 4! b AAD COVERS TO CliIIrEYS G+RA CONG: COVER O1M41' O j 114 •n,i i' SHALLOW DOME co AMU P!TG71 l/B' AIM 4'OUA.P AW P/TC71 / e q A/K4', ---- =^ CJS 1000 6ALLaV 300 1 MOAVU77W AdN SIDE SD'T1C TAW f7z)© �'/ V' D ,±e r WITW A0=WTALLY y 4REA 'SEASONAL.HISPU GiPO!Np!vA 7195 S p hie gr AAD VER7fCAl1.Y. GACA XL W1! GY.EiW N AVP'• MA 7E RRL v", .r SEASQVWL MW GROLSO WATER Lot4G SURVEY OF N 82.2/ PROPER T Y 50.08 AT EAST MARION `n TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 22 - 2 - 3.0 Scale: 1"- 30' Aug. 22, 1997 o JUIy 2, 2004_(additions) p Z JAN. l0, 2005-(revlslons) 3/ 2005 (re✓/siv7 S iE M0.y ,�, 2oa5(�eY%S/a�� LISUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES i 9 i v Z APPROVAL OF CONSTRUCTED WORKS FOR -);p ? 40 b u f F z A SINGLE FAMILY RESIDENCE-t-Imo&.- WaysjE .z JUN 2 7 2006 H.S.Ref.No. 1310—ob—csal 6 The se-Ange disposal and water supply facilities at this location have been lnspccled and/or certified by this Department or cther agencies and Found to , �-7— be sviistactoy FOR A MAXIMUM BEDROOMS. Z N m.0 iir4°go4.", .0 2� µ00office 011 o":�I�o rci , - z J � Z � h .� Cn N fr• �od MMA -G co ,n OlWPI►'n� � 7.- Z � dyY 6� D v min J v 1P N so N m �m iota 0 (� C TOUR LINES ARE N O REFERENCED TO THE FIVE M- 1 EASTERN TOWNS TOPOGRAPHIC C) A NEW Zk•� WAtN TEST HOLEtc 4/27/04 ' s e/3o } ��, ' mon.fnd. /00.00' o el 3/ — —— V DARK BROWN LOAM CL PREPARED FDR A VENUE PATTY BERWALD Ae' � 3 \ AO6l 5• w' BROWN AND PALE ROWN 51LTY SAM SM 38' i �a PALE BROWN FAZE TO AAEQM SAM SP P.- e ��wn / Ort n t 69� 44 106011 5D IV 0 T•METS 0� O � AREA - 14,633 sq.ft. ( to tie line ) 'z ANY AL TERA TION OR ADDITION TO THIS SURVEY /S A VIOLA TION ` OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS / 4 6/8 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y /F Al- SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P CONIC SURVE WHOSE SIGNATURE APPEARS HEREON. (5/6) I C - 5020 ADDITIONALL Y TO COMPL Y WITH SAID LAW THE TERM 'AL TERED BY, P. 0. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY /230 TRAVELER STREET OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED"AND SOUTHOLD N.Y. 1197/ *BROUGHT-TO-DA TE'ARE NOT IN COMPLIANCE WITH THE LAW. 97 - 297 �OFFOL��oG o H Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 y?jol �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: � o Building Permit No. Owner: /3 e fZ I,<//3 /12 (Please print) Plumber: i11ZAI-ti=)z i�Hre Z (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 /V-A day of 20� Notary Public, �&.T ) --County CAROL BEST Notary Public State of New York co O1�E60971C2o7�► Conan s; 2007 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. 30740 Z Date NOVEMBER 1, 2004 Permission is hereby granted to: DAVID H BERWALD 1 SHOREWOOD LA CENTERPORT,NY 11721 for CONSTRUCTION OF AN ADDITION TO AN ACCESSORY GARAGE AS APPLIED FOR TO THE CONDITIONS OF THE ZBA DECISION #5554 at premises located at 1525 AQUAVIEW AVE EAST MARION County Tax Map No. 473889 Section 022 Block 0002 Lot No. 003 pursuant to application dated OCTOBER 28 , 2004 and approved by the Building Inspector to expire on MAY 1, 2006 _ Fee $ 198 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 PROFESSIONAL ENGINEER 1725 HOBART ROAD 1 PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • e-mail: joseph@fischetti.com Date: June 13, 2005 Reference: 1525 Aquaview/Berwald Southold Building Department Main Road Southold,NY 11971 Dear Sir, I have inspected the pressure testing and installation of the rough plumbing waste lines and service lines and certify that they comply with the New York State code and all joints are water tight. �,,,pF NE�,Y F%ScyFr�,Q � 9 r � ' `Op 0525�� Jo P E. Bawald oaI4 plumbing mughdac OF SOUryO� 3b 7 �ycouKn,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - rlll - t REMARKS.. A/ 0 )Ef 147 p �i DATE 6S INSPECTOR OF SOUlyo<o 3o7 �o Z- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING / STRAPPING % FINAL /� ; dam-�� , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] AMbATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `�i.✓� ��1� " S -Ulf � INSPECTO rjf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND I�N TION S FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION R E M A R K Sm. AL-............. DATE . - INSPECTOR �.�UF 30(/T� TOWN OF SOUTNOLD BUILDING DEPT. 768-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I I FRAMING /STRAPPING [FINAL CG�r�ceaa�t�> ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I pe� Lie:�n re- DATE S-3 0 ^ 6 � INSPECTOR �o��oF souryo6 coa TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] �FINAL TION [ ] FRAMING /STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 6�6 4�7 DATE `� INSPECTOR JAMES J. DEERKOSKI, P.E. 14 2( ;: 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 Date: April 21, 2007 To: Town of Southold Building Dept. Framing/Strapping/Plumbing Inspections Berwald 1525 Aquaview Ave. East Marion,NY Permit# 30740 To Whom It May Concern: A Framing, Plumbing, and Strapping Inspections were performed on the above mentioned structure and it is deemed that all work was done as per plan and meets all state and local building codes. A Pressure test was also performed on the entire plumbing system. Any questions feel free to call. Sincerely J e.s . Deerkoski cP�oA9 oFES ��� i • r FIELD INSPECTION REPORT DATE COMMENTS O FOUNDATION(1ST) �H -------------------------------- FOUNDATION ------------------------------FOUNDATION(2ND) _ 1 z ROUGH FRAMING& - PLUMBING y . rn � r INSULATION PER N.Y. m H STATE ENERGY CODE �2�3a�o -- -- �— f COAAt FINAL v (� 3 G � r f106 s u� ADDITIONAL COMMENTS _V& Alt OL Z zz m U � _C l x r y e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: 765-1802 Examined 2004 Approved 2004 Permit No.�! � Disapproved a/ LGVwn 11 WMA IDPROVAL Building Inspector) APPLICATION FOR BUILDING PERMIT AHk L # 2 Date APRIL 12,2004 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 de and regulations, and to admit authorized inspectors on premises and in building for necess pections. (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting, Inc. P.O. Box 2003; Brideehampton, NY 11932 (Mailing address of applicant) s State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises PATTY BERWALD (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 15a$' AQUAVIEW AVENUE Southold House Number Street Hamlet County Tax Map No. 1000 Section 022 Block 02 Lot 003 Subdivision N/A Filed Map No. N/A Lot N/A (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Single family residential dwelling with related appurtenances b. Intended use and occupancy Simile family residential dwelling with related appurtenances, including second story and decking over the existing detached garage 3.Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work s 4.Estimated Cost $ 200,000 Fee " (to be paid on filing this applicat'on) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A 11 If garage, number of cars Two(existing garage to be added onto) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures, if any: Front 24.3' Rear 24.3' Depth 29.3' Height <32.0' Number of Stories One(1) Dimensions of same structure with alterations or additions: Front 24.3' Rear 24.3' Depth 35.8' Height i if&VAAgjjR of Stories Two(2) 8. Dimensions of entire new construction: Front 24.3' Depth 35.8' Height <32.0' Number of Stories Two(2) 9. Size of lot: Front 51.12' Rear 50.08' Depth 299.37' (max.) 0. Date of Purchase N/A Name of Former Owner N/A 1.Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: Yes. 3. Will lot be regraded No. Will excess fill be removed from premises: Yes No N/A 4.Name of Owner of premises PgM Berwald _Phone No. ­4 f hIP Name of Architect PENNY LUMBER Address Main Road: Greenport,NY 11944 Phone No. 631.477.0400 Name of Contractor N/A Address Phone No. 5. Is this property within 300 feet of a tidal wetland? *Yes No X *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings,whether existing or proposed, and indicate all set-back dimensions from ,roperty lines. Give street and block number or description according to deed,and show street names and indicate whether -iterior or corner lot. Please refer to attached Plans. ;TATE OF NEW YORK, .OUNTY OF SUFFOLK S.S BRUCE A. ANDERSON being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) Bove named. le/she is the Agent- Suffolk Environmental Consulting, Inc. (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication;that all statements contained in this application are true to the best of this knowledge and belief; and hat the work will be performed in the manner set forth in the application filed therewith. worn to before me this 12th of Aril 2004 dotary Public Matthew D. Ivans (Signature of Applicant) Notary Public of New York No. Ol IV6053859 Qualified in Suffolk County Commission Expires January 22, 2007 ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: Bek- ti 7 Per: f eA b y ��� L{� 2' q 9 � 4 PO4 Dated: 3 D Gia c DESIGN CODE . DESIGN CODE SUBSYSTEM AREA "U" "U" UA UA Exterior Walls 7 8z/ p,/z 93 0.14 /o/ . 3 7 lo q . 7 G Ceiling Roof q b p v, n 3 3 9 0.031 G Floor Over Unheated Space 6 0 p, a S` 0.05 '� ;,S v 23, 00 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 2 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 To the best of my knowledge, ` belief, &professional judgement, these plans are in compliance J� 032254-1 with the code. °A'WEsstioNP�� TOWN OF SOUTHOLD PROPERTY RECORD CARD / 000 -- Z2 - 2 )r - 2s OWNER STREET /`j 5- VILLAGE DISTRICT SUB. LOT A j4 E, 9P(wa.l , � � �,� ' � , RM. t eNrNEFq n N i j E ACREAGE I-tkv ie oeck tf 01f S S r WC TYPE OF BUILDING RES. a �O SEAS. VL. vFARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 41-1 ,•. f� 4 r f.� tf `�� � f r•I' �/ f" � 1 "�-...1i l ,�� fij/ �� / � E � ` p �' V ' p a �. v2.0 L> '3 40 0VOOI-, 0AALI Y Sg3 /o/3//71 E.LD 61:AmiC M. MoE c,K 7-a /7.MO I K i A .-vo. P r 1(4, c?,C) a . �1©Q `f7� + 3c� ��r��-1-..9 �� � ��, �,. i `'i Y2. A E BUILDING CONDITION z(o _ O - k oe� LYS I�/ C NIAN NORMAL BELOW ABOVE FRONTAGE ON WATERzw Form Acre Value Per Acre Value FRONTAGE ON ROAD o 1 Tillable 1 BULKHEAD Tillable 2 DOCK 4 25 Tillable 3 onr*/ Woodland -- L H5(O 0q— . OP C. i OU C)- Sw(2mpland S13016 3 L 7 !off " dftk h /'U /Cl 7YO 61 Brushland House Plot Tota I I 4 I � 9• � , � � � �� � �A. Foundation i �� �� � Bath � xtension j I Basement ;,���_ 6 Floors v xtension I Ext. WallsInterior Finish S6axe� le- xtension txtension Fire Place :Heat Porch Roof Type I `l Porch i Rooms 1 st Floor I I I i I reezeway _ I Patio Rooms 2nd Floor crag '47 29 1X2 r tbq(p 1 2�� $? i Driveway Dormer B. �7 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 27, 2004 TO: Bruce Anderson for Patty Berwald P O Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated April 21, 2004 For a permit for alterations & addition to an existing accessoryag_rage, at Location of property: 1525 Aquaview Ave., Southold County Tax Map No. 1000 - Section 22 Block 2 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction for alterations & addition to an existing accessory structure on a non-conforming 14 633.parcel, is not permitted pursuant to Article III Section 100- 31A.1, which states: In A-C Districts... no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part for any uses except the following: A. Permitted uses. (1) One family detached dwellings, not to exceed one dwelling on each lot. The proposed plans indicate a design as a dwelling; a principle dwellingalready lready exists on this lot. Total lot coverage is less than 20 percent. Authorized Signature s r APPEALS BOARD MEMBERS OFFO(/rC Ruth D. Oliva, Chairwoman �`Z`O �Gy Southold Town Hall a 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora 0-11 n� .F Southold,NY 11971-0959 Vincent Orlando y �! Tel. (631) 765-1809 James Dinizio, Jr. Fax(631) 765-9064 http://southoIdtown.northfork.net BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD 11;019 411t_ FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Application No. 5554 - DAVID AND PATRICIA BERWALD Property Location: 1525 Aquaview Drive, East Marion; CTM 22-2-3. Southold Town Clerk 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 applicants' 14,633 sq. ft. parcel has 51.12 feet along the north side of Aquaview Avenue, 285.94 feet along the east side line, 299.37 feet along the west side line, and 50.08 feet along the high water line along the Long Island Sound. The property is improved with a one-story, single-family residence, and accessory detached garage, as shown on the August 22, 1997 survey updated March 31, 2004 by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's April 27, 2004 Notice of Disapproval, concerning proposed additions with alterations to an existing accessory garage with a second dwelling design. The reason stated in the Notice of Disapproval is that a principal dwelling already exists on this lot, and Section 100-31A.1 permits only one dwelling on each lot. Alternatively, the applicant is requesting a reversal of the Building Department's April 27, 2004 Notice of Disapproval. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 15, 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 alter the existing garage and to add a deck addition, designed as shown on the March 1, 2004 plan prepared by Penny Lumber (Project #2496). The first floor of the garage will remain for storage and parking of two vehicles, and the upper floor for storage areas and small art studio work area. The maximum height of the accessory building will be 18 feet. 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 relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Applicants wish to raise the roof on a portion of the existing accessory two-car garage building. At the hearing, applicants confirmed that Ms. Page 2—August 2,2004 Y ZBA No.5554—D.and P.Berwald CTM 22-2-3 Berwald is an artist and wishes to use a portion of the building for an accessory office-type art studio work area. Board members questioned the applicants regarding the exclusive use of the structure, and the ty pe of utilities needed to complete the project. The Board determined that strict conditions with this variance, and with the issuance of a Certificate of Occupancy, will rule out any habitable use. The overall size and location of the building will not be changed, except for a deck addition, and the use will remain accessory and incidental to the applicants' residence on this property, to the north. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the building is existing. The applicants plan to use part of the existing accessory garage without increasing the building footprint (lot coverage) on this 14,633 sq. ft. lot. 3. The variance granted herein is not substantial. The building will remain as an accessory building rather than a primary (principal) building, related to the applicants' use of their home on this lot, without rental or other sleeping. 4. The difficulty has been self-created in that the building to be altered is existed. 5. No evidence has been submitted to suggest that a variance in this community of accessory buildings/single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and deck addition as an accessory building, 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 267-13, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the 3-1-04 plan prepared by Penny Lumber and the August 22, 1997 survey updated March 31, 2004 by Peconic Surveyors, P.C., SUBJECT TO THE FOLLOWING CONDITIONS: 1. At no time will this building/structure be considered a primary (principal) structure on this lot and that the residence (principal building) will always be the only dwelling on the lot, with the garage/studio work area accessory to that residence. 2. The accessory structure will never be rented or separated from the primary dwelling, and only be used by the occupants of the home. Page 3—August 2,2004 ZBA No.5554—D.and P.Berwald CTM 22-2-3 3. That said structure/building is permitted only electric heat in the art studio area only and water for a half bathroom. 4. At no time will this structure/building be used for sleeping purposes, and shall never contains any type of kitchen facility for the preparation of food. 5. At the time the art work area is abandoned by the resident/artist, heat shall be removed and the entire structure/building will be returned to accessory storage use. 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 Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliv Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5-0 L L ue, o Ruth D. Oliva, Chairwoman 8/x(,/04 Approved for Filing Applicant/ Dale. Owners Name: �► : Reviewed: t��6 Architect/ Date Engineer: � �1 SCTM #: Submit(ed: District: UM Section: )J Block: Z Lot: _ Project Subdivision Location: .� Name: Single d separate Required cerllfication : (Yes/No) N Zoning )istrice Il of size: Actual:— Req. --7 ` I ("0l coverage 1AProp<scJ Req. Req (front Yard , Proposed:_. (Side Yard — _ Proposed: e ) (Rear Yard Proposed- Project Description: " AGENC�.� .R MiTfi RE AIRED FOR REviEwNO YES Suffolk County Health Dept. New York State D. E. C. Town Trustees Mown Zoning Board approval: Town Planning Board approval: l l Flood Plane Elevation??? Flood Zone: '�' w'O � ,der J0�'`1 �• high yJa Av ne � � ' � r-%-' �ic.l1A pNG' , E, SURVEY OF 'f •2622 PROPER T Y 8250 A T EASE' MARION `" TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. Z 1000 - 22 - 2 - 3.0 •o o Scale: 1"= 30' • m Aug. 22, 1997 o L u/ f M AAC-!j 31) zoo ¢ e cl<) o f Z • o bob•. � � N 9 N -A h N fr. h3`k �Z nG m � � c.e• 7p . m n N -A A i V•A V+ Zk•9i � Q- t �3 li N s_ ~ � o, 100.00' k PATTY BERWALD and AVENUE \ (OWNER) kNa. 6lof NS&V 5• w' I.ME a P ; !d f CANQ S� AREA = 14,633 sq.-ft. ( to tie line ) ANY AL TERA TION OR ADD(TION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATIONLAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS / N.Y.S. LIC. N0. 496/8 hEREON ARE VALID FOR THIS MAP AND COPIES THEREOF Oft Y IF SAID MAP OR COPIES BEAR THE 04PRESSED SEAL OF THE SURVEYOR ORS P.C. ON Pt C P CIC SURVEY WHOSE SIGNATURE APPEARS HEREON. I C - V EY 20 ADDITIONALL Y TO COMPL Y WITH SAID LAW THE TERM PAL TERED BY' P. 0. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 1230 TRAVELER STREET OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED" AND SOUTHOLD, N.Y. 1/97/ 'BROUGHT-TO-DATE'ARE NOT/N COMPLIANCE WITH THE LAW. 97 - 297 enc SYSTEW nrt�on.�cnt of cxistir�sanit^r c"nfO;'nancc ,,i tle � " y sYsl4cn2 must be IY1 CAST RW FRAMES f� com acted form WWA4 ncra rc uareI Int ubrnit Ann oovERs ro CH EYS "�t°F � coves --�--"—as proof. SrutcoW oar AWF/Tpf IIN�'M 74- r! ,-� WO SALUW 300 SETMAAW 'w wALL 3',yv SO'ARA IxN► r R Tw- rr+txinatA�sTIIC AREA S� J*� high FWW AW S�Y SELWOL naw Qum WA ave AU1>`�MAL. 'r' SEil.9gNAL nom!/AlO1110 WA TIN ANO �0�9 Is� �� tie �. line a ONO SURVEY OF N_ 82PROPER T Y 50.088 , -N AT EAST MARION TO WN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 22 - 2 - 3.0 _ ' s Scale: 1"- 30' Z, Aug. 22, 1997 C) July 2, 2004_(additions) JAN. I0, 2005'(rev/slons) �d Moi 3i 2 (ra✓�Jio73) as..._,. $- / "C� SUFFOLK OOJNTr DEPARTMENT O 1I��.Li;i vEF Ilit�:i rh �Z PEPIMIT Foe AP-OVAL Dr- CONSTPUCTION Forz A i Z �o / u¢ Z"A SINGLE FAMILY RES-MCNCE p— Z n p, +.• ti of �� � �,. G Cw..�► o O DATE p" H.S. FSE . o. lC�`'���—cel L9 CC\ Z. P p .,A APPROV-D N < -a1 Z ti s Z (� Foe tr'A ur7 OF E3vDr 1,13 Z a EXPIRES THREE YEARS FROM DATE F APPROVAL . del\ °ou". e ofy MAR Gal" i iq 3V.3 N l' Iti m ( +Ory N / -�► � 5U5G 8T .m N fr. h3` EXCAVATION IN PECTIC N RE, pUIRED FOR SANI RY SYSTEM BY HEALTH EPARTMENT allSO 'P ,�, goo VE 0 o AC►�tJG AL Lj� �4 /00 ! y OVE 5-AS R1 REµ w CTOUR LAVES ARE N N 0 REFERENCED TO THE P/VE �1 c w MAPEASS TOWNS TOPOGRAPHIC _ STUD,gyp .. req fo 011 TEST HOLE 4/27/04 , mo .trd. to /00.00' el r0 } np/3/ ` v LO B DA `2 — —— �' RK ROINV AM OC •W PREPARED FOR 061% 0' �• A VENUE E PA TTY BERWALD 44 �A.0 e3 k y" 6 _ w' BROWN AND PALE ROMN&L TY SAND SI ` 5• V V SO PALE MOWN FIRE TO A MUM SAW SP O' � n wnpv+�\ P J o ib D p'(E •� IoG�S I� x �� �� r2��� P o AREA - 14,633 sq-ft. ( to tie line ) all * �� ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA�/ONSHER SA/DEON ARE AIAP OR C �EALVSAl�OR THS MAP R^ESSED SE L OF T E SURVEYOR WHOSE SIGNATURE APPEARS HdEREOK P CONIC SURVEYORS, LAND (516) 765 - 5020 ADD/T/ONALL Y TO COMPL Y WITH SAV LAW THE TERM 'AL TERED BY' P. 0. BOX 909 AWT BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 1230 TRAVELER STREET OF 4BROUGHT�O DATA AR SN�W C IERUS ANcE WITH�LAW. A� SOUTHOLD, N.Y. 11971 97 - 297 � IV i I -7- '-8 RELOCATE EXISTING RELOCAT EXISTING EX STING C-23 WI DOW$ C-23 WDO 3'0'X8'8' DOOR A, - --- ---w ---- - EXISTING Z I 2.2"X8" HEADERS UU. Q L� � - co EXISTING F ¢ EXISTING 2"X&'WALLS Itl (dtj 314" PLYWOOD FLOORxx ' X ' LU co I" W ty w DOWN EXISTING 4-2"X8" PACKED UNDER LVL TYPICAL . EXISTING '- 1 ' I E TO IN EXISTING 4-1 3/4"X18" LVLS BELOW EXISTING 4"1 3/4"7%18' LVLS EXISTING 0-23 UI a '" `moo 00 0rw. (n X iv OCCUPANCY Oil w � W N XISTING 9'X8' GARAGE DOORS USE.IS �N U� w xISTwG 2-2'.X12' HEADERS �ITHOUl T FICATE . - — APPROVED M NOTED NUEAWRAEASCEATIFICIITE'' -LLLL B.P.0 .30 REQUIRED DATE: FEE:,.=(00 BY: Q O h . AT DEMOLITION AND EXISTING ROOF PLAN DEMOLITION AND EXISTING SECOND FLOOR DEMOLITION AND EXISTING FIRST FLOOR FRAMING P 8D2 BAN BUIL T DEPARTMENT TO 4PM FOR THE Fut NU INSFtu I SCALE 1'-0=1/4" SCALE V-0=114" SC&F fi�A�N OF 1. FOUNDATION - TTWWC kE0UIRED FOR POURED CONCRETE ' , NAILING & CONNECTIONS 2. ROUGH - FRAMING a PLUMBING Ay REQUIRED. 3. INSULATION �✓ _ 4.FINAL - CONSTRUCTION MUST - - ' BE COMPLETE FOR C.O. : ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW K STATE. NOT RESPONSIBLE FOR _ CONSTRUCTION SHALL OR CONSTRUCTION ERRORS ME THE REQUIREMENTS'bFTHE f x 'O` WfIN1MAKIG-I=ES OF F NEW YORK STATE & TOWN CODES u AS REQUIRED AND CONDITIONS C y GENERAL NO'. S:"REFER TO SPECIFICATION PAGES"FORD TAIL AS REQUIRED. oazzsna NOTE: SEE SP ClFICATION'PAGE FOR TYPICAL HURRICANE FASTNERS -I 5�.5 SOUTHOLDTOWN ZSA °ARo SOUTHOLDTOWN PLANNING,BOARD' ss11) SOUTHOLDTOWN TRUSTEES 3 T; NYS DEC ' t'.,. Q� UAmk.tyL rt',F" 'cSJTION j:k i AQUThQ�w TOWN CODE, i = f I < e13I 4-10" SONOTUBE CONCRETE ON BF 4 RELOCATE EXISTING RELOCA EXISTING EXI TING 0"X6'8' DOOR C-23 NDOWS C-23 WIN OWS 3 RELOCATEXISTING DOOR 1 102 100 HEATED PATCH WITH CONCRETE CLOSET__ 2'x4" OR2"%8"FLOOR EXISTING 2-2"XB" HEADERS WIR-13INS.INFUR.&UNDERSATIRS _ TYPICAL R13 INSULATION TYPICAL 101 FIREPROOF SELF j CLOSING DOOR - - A 6 &ASSEMBLY UU A 1 LAYER 5/8" - TYPE X FIRECODE G.W,B. ON WALLS AND CEILING F _- EXISTING 2'%6"WALLS RELOCATE ELECTRIC PANEL AS REQUIRED z EXISTING 8" POURED FOUINDATION EXISTING 44"X6" PACKED UNDER LVL TYPICAL w .s..0X R19 INSULATION TYPICAL A u) NEW 4-2"X6" POST O_ TO RIDGE NEW 2-2"%6"POST W/ EXISTING 4-1 3/4"X18" LVLS 1314"x 9 1/4"LVL HEADER - 0 - EXISTING CONCRETE FOOTING TYPICAL VERIFY IN FIELD EXISTING 4" CONCRETE SLAB S -EXISTING 9'X8' DOORS /EXISTING 9'X8' GARAGE DOORS XISTING 2-2"X12' HEADERS \ 66 FOUNDATION PLAN SCALE 1'-0=1/4" EXISTING AND NEW FIRST FLOOR'FRAMING PLAN SCALE 1'-C= I1 "' GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQ!!irif _ NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS ZN ' 2ti.�tni Z' F� 032254-1 p9�PEGSIONP�'�y II IV III li i "X6"CCA POSTtie ' I - — — - - -- — - - - 1"X6" EDAR DECKING _ R - U 108 - - _-_- 2"X10" 16"O.C. 2"X10" � 16"O.C. i? \ E a-I aC LCLOSE 1 FWG 6068L 6' S G1 DOOR 1 CLOSET A 6 @ AW/3-2"X12" HEADER A l� 2-FWG3368S STATIONARY GLASS PANEL W ao 3 W/3-2"X12" HEADER _ � --- Q--OPEN IrO BELOW ART STUDIO WORK SHOD OPEN HANDRA L � F� `{ < \� �P (� TW2841 TO CODE _ Q f - _1 <" r 9 4J © 19.3 % LIGHT -- z F� or ~ w 7.4 % VENT - -- X b 11 fit to w 0 CID DOWNNEW 2- 1 314% Q } o 4-2"x6"POST _ EXISTING 2"X10 RIDGE4-2"X0 z $ 107 2-2"X6' 84 0 To wove - - \D POST POST 4-2"X6" Z v © . TYP. g - a 3wx 81/4' m TW2436 CLOSET SKYLIGHT SKS 2427 ti Al� 11I z 106 G7 R19 INSULATIONPICAL 6' KNEE WALL 2"X6"@16"0.C.TYPI AL INTERIOR WALLS ACCESS DOOR T7 @ 2'-6"X5'_6" In \ o ATTIC STORAGE i z I \ � U -- - 1 i- SECOND FLOOR PLAN SCALE 1'-0=1/4" ROOF FRAMING PLAN SCALE 1'-0=1/4" h LL GENERAL NOTES: REFER TO SPECIFICATION PAG FOR DETAIL AS REQUIRED. GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS V wl'y y\ aN� � m O Z = N OG 0322-L25M1-0 `�V � Z pgOFESSIONP�/ n w 0 aLL a i I 12^ z 3" c- o II I o 'o i it I I z .. � IJ ill' i _ b :! z A �� Lu ' a o i III I I L � a ^_ EXISTING 1 EXISTING a' 'I w Qo I QGRADE GE ~ Lu AVERAGE HEIGHT FROM NATURAL GRADE NORTH ELEVATION SCALE 1' = 1/4" - - — — - — - ---- --- ----- --- - — — - o f GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED Lu l Z IT NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS J Wq I � � Q z 0 O o � r I L C1 I 0 r1 , I ,_ � II111 [ ili 1 � 111 ( Iilll _ . I- JL I �- I r e i1 I [ I C I C I 1f l -i l I- 1 1 1 1 I I C _I � I 1 f = rl -I I Ll 1 C � ] I 1 1 ;_ _1 ! C I 1 I I f 1 1 1 a I. 7_ ' w I_f- r_ I J 11 1 l_ z T t L L .� L I 1= 1 L C_L L LLQ w �_ L O - — — — — 0 0 LL z Z a i w i I (n �,� pJe2s41 / N SOUTH ELEVATION o GENERAL NOTE'S: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. v w NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS o a _ a o 12" 3" . i 12.. 7 �j y L \, z ---------------- i � I � O � _-- GRADE of AVERAGE HEIGHT AVERAGE HEIGHT FROM NATURAL GRADE FROM NATURAL GRADE to OCL o z Iz z EAST ELEVATION SCALE 1' = 1/4" m GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS z Z Z � -� - - -1. Tri c \ w i l z Y� 8 Railing to meet NYSBC Handrail Min. T-0" high r,{ Z 4 I w GRADE -- - ---- -- --- -- -_-- ---- -- G DE / \ AVERAGE HEIGHT AVERAGE HEIGHT JY/_ FROM NATURAL GRADE FROM NATURAL GRADE POFESSI A WEST ELEVATION SCALE 1' = 11W' / N GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS ' a RIDGE VENT TYPICAL TYPICAL FRAME ROOF: y USP RS 250 TYP. SEE DETAIL 2-1 3/4" x18""[LVL RIDGE LE VENT CAL ASPHALT ROOFO.0 - SAB < h IP' I - 30LB FELT PAPER TYPICAL ��� ICE SHIELD BARRIER TYPICAL 6.016" C T 1/2 PLYWOOD SHEATING TYP. TYPICAL WALL o I ' USP RT20 OR USP RT 16 & USP RS250 SEE DETAIL R-30 INSULA ION TYPICAL 2"X6"(� O. PLATE 16"O.C.TYPICAL 5/8" G ZN.B. ON WALLS AND CEILING d TAPED AND SANDED TYP. / 1/2" PLYWOOD SHEATING TYP. CLOS T TYVEC VAPOR BARRIER CLOS 1- RT STUDIO WORK SHOP CLOSE 5-' z' j EXISTING 2-2"X6" PLATE ��' ��1 Iw USP RS250 @ 36" O.C. 1"X8" FACIA BOARD TYPICAL EXISTING 3/4" LY OD,FLOOR \ TING PLATE y , 1/4' PLYWOOD SOFFIT - - EXISTING4-.. 3/... . .LVL _ SECOND FLO R P SOFFIT VENTS TYPICAL w P< RADIANT HEAT TYPICAL IN FLOOR SII EXISTING SAIR CASE EXISTING 2TXW@16'O.C. 2"X4" FRAMING @ 16"O..C. USP K FTA SEE DE Al 5/8 F.R. SHEETROCKTYPICAL a R-19 INSULATION TYPICAL EXT.WALLS R-13 INSULATION W USP RS250f 16' O.C. EXISTING 2"X10" F.F. TY O USP MP6F 16"O.C. EXISTING 2'X6" SILL in- EXISTING 2"X6" CCA EXISTING 8" CONCRETELFOUND. o ' EXISTING 4" CONCRETE SLAB W.W.M. VERIFY EXISTING FOOTING O o VERIFY EXISTING T BELOW GRADE 1-, z I,- C- w4IT A-A (NORTH CROSS SECTION) SCALE V = 1/4" oC7 m GENERAL NOTES. REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. ¢ z NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS O IT ------ --- - ---- —,--- ---- - -- Z v TYPICAL FRAME ROOF: USP RS 250 TYP. SEE DETAIL m NEW 2-1. 3/4" x18" LVL RIDGE RIDGE VENT TYPICAL REMOVE EXISTING 2"x8"RR @ 16 O.C. EXISTING 1-2"x10"RIDGE 2"x10"RR 16 O.C. 16' .C. COLLAR TIES _ EXISTING 2"X8" R.R.@16"O.C. ASPHALT ROOF 30LB FELT PAPER �- ICE SHIELD BARRIER — - - 4-4 1/2 PLYWOOD SHEATING ` 2"X12" RR @16"O.C.. R-30 INSULATION TYPICAL i� T � w CLOSET 2"X6"@16"O.C. CEILING RAFTERS CLOSET RIT STUDIO WORK OP j w SOFFIT VENTS TYPICAL 2"x6" CEDAR TOP RAIL @ T-0" MIN. HEIGHT z 6' HIGH KNEE WALL ATTIC STORAGE O 2"x6" @ 16"o.c. 4"x4" RAILING POST W/3-3/8" CARRIAGE BOLTS (GALV. STEEL) p USP RT20 OR USP RT 16 & USP RS250 SEE DETAIL _ _ ____ 1"X6" CEDAR DECKING LL 1"X8" FACIA BOARD - - "�— --- 2"x8" CCA F.J. @ 16" O.C. p 1/4" PLYWOOD SOFFIT EXISTING 2-2"x6" @16"O C. R-19 INSULATION FLOOR TYPIC 3-2"x12'W/ 1/2" Carriage Bolt (GALVENIZED STEEL) zQ 2"x12"w/1/2" GALVENIZED C. BOLT@ 16"O.C. TO WALL FRAMING w EXISTING 2- 2"X12" HEADERS EXISTING 2"x110" @16" o.c. 6"x6" CCA COLUMN HAL Railing to meet NYSBC p EXISTING 4-1 3/4"X18" LVL USP IKLFTA SEE DETAI Handrail Min. T-0" high ^ _ w/ max. 3 1/2"opening space 2"XC'FRAMED WALL EXISTING 2-2"x6" SILL i e:�:ja• USP RS25016" O.C. �PSv> ?':`:?•;�\ USP MP6F (f 16 5/8" F!.R. SHEETROCK 314"PL " Grade TYPICAL FLOOR Grade USP PAU TYPICAL - - - - _ _ _ 2714"OR 2' CA FLOOR ` Irl EXISTING 4" CONCRETE SLAB W.VW.M. FRAMING ; 10"Sonotub 03 - f;`•'%/ N VERIFY EXISTING FOOTING R-13INSU ATION p p9pFES51rj"-, z VERIFY EXISTING 3' BELOW GRADE TYPICAL f " BF 24 .E W b � U B-B (EAST CROSS SECTION) SCALE V = 1/4" 3 a rc CL GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL/AS REQUIRED. w a NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS a 6 II o I I GENERAL FRAMING NOTES GENERAL CONSTRUCTION NOTES NAILINGSCHEDULEII I � 1 All walls,2x4 and 20,to be stud grade or better 16"a/c All other framing material I Themfmmation an this at of construction documents is to relate basic design to be M2 douglas fir or ballet TAB1-E3I,INU.UNNG33ANDa9 1!m intent and framing details They are intended as a construction aid,not a substitute KRIS SBC HIGH WINO EDITIONWOOD FRAME CONSTRUCTION MANUAL. iSo for generally accepted good building practice and compliance with current New York 2 All wood framing,n contact with concrete or masonry to be pressure treated. O li state building codes The general contractor is responsible for providing standard JOINT DESCRIPTION NAIL QUALITY NAIL SPACING IQ construction details and procedures to ensure a professionally fimshed,structurally 3.Provide double floor joists under all walls parallel to floorjoist span direction unless U W sound,and weatherproof completed product otherwise specified ROOF FRAMING _ �i. F' ''$ ' RAPIER TO TOP PLATE TOE WAILED 6{P WALL 38d PER RAFTER U 'G 't✓l l 2 General Contedorto coordinate all sub contractors,scheduling mwoik,and 4.Provide x-bracing or solid blacking at a maximum of M"a/c for all dimensional 19 a,WALL:481 PER RAFTER a3 IQ interaction between trades. lumber floor foists CEILING JOIST IO TOP PLATE TOE NAILED 6-0"WALL 38,1 PERJOISi 'a I !� l1 ml 190"WALL 441tl PER JOIST _ li 3 The general contractor is responsible for ensuring that all work and construction 5 Floor construction"YV tongue and groove plywood subfloor Finished material to be CEBJNG JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 37 EACH LHP - 1 meets or exceeds current federal, late,and local codes,ordinances and regulations, applied over subfloor Glue and screw plywood decking to floor joists CERING JOISTLAPS OVER PARO110P6 FACE NAILED SEE TABLE 37 EACH LAR etc These codes are to be considered as part of the specifications for this building COIAR'REM PAFIER FACE WilLED B_EE_TABLE 3.4 PER iIE and should be adhered to even if they are in variance with the plan. 6 All window and door headers to be minimum(2)200 unless otherwise specified. BLOCKING TO RAPIER TOE NAILED tad EACH END All interior headers,to be(2)2x10 unless otherwise specified MBOARD TO RAPIER EPD NAILED 2-16d EACH ENID 1 4 Dimensions shall lake precedent over scale drawings(tla not scale drawings) 7 Provide full solid blocking under all bearing walls WALL FRANBNG — 5 The designer hes not been engaged for construction supervision and assumes no pl responsibility for construction coordinating with these plans,nor responsibility for BAll beams to have adequate bearing at each or asspecifetl TOP PLATE TOIDPEFtSE FACE NAILED 2LISd PER FOOT 01 , III IW PLATESATINIEPBECIIONS FACE NAILED 41611 JUNIS-EACH SIDE �QI LU ii construction means,methrams ins,connection wsequences,or procedures,no acfor safety sfo - 1 precautions and programs m connection use the wank There are no warmnlies fora 9,All}lush beam and joist intersections to have galvanized hangers. 51111310511.47 FACE NAMED 161 24"dC d,1 �, specific use expressed onmpl,etl,n the use of these plans HEADER iO HEADER FACE aWILEp 1fitl 16'O'C ALONG EDGES Z! I 10 Typical exterior walls and roof to be sheathed with 11a'exterior gratle plywood or TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD QED, O �, 6.Refer to Boor plans,exterior elevations,and window schedule for types and sizes of 7/16"OSB plywood,group 1,APA rated Plywood to span over all plates and - 316d PER 06 STUD _ Q windows All windows to be Anderson high performance quality or approved equal headers 4-16d PERM STUD Q3: KZ' ! BOTTOM PLATE TO FLOOR JUST, W I re 7 Door and window heatlers to align unless othmwise noted 11 Provide insulation baglee at save vents between rafters BMIDIOIS,,END JUST,OR BLOCKING FACE NAITED 2-1W PER FOOT (�li W W_ a, < ca 8 General contractor,.to ensure that masonry and prefabricated fireplace 12 Exterior flashing to be correctly installed al all connections between roofs,walls, F1.00Hl FRAMNG construction meets or exceeds all manufacturers specifications and applicable codes chimneys,projections,and penetrations as required by approved construction JOIST TO SILL,TOP PLATE OR GRDER TICE NAILED 48tl pm.01ST 1 practices. BRIDGING TO JUST TOE NAILED 243,1 EACH EbD 9.General contractor to consult and coordinate with the owner and the plans for all BLOCKING TO JUST TOE RAILED 2Nd EACH END IGQI W built in items such as bookcases,shelving,pantry,closets,etc. 13.General contractor to provide adequate attic ventilation and roof vends BLOCKING i0SILL O2 TOP PLATE TOE RAILED 316tl EACH BLOCK - LEOGERSiRIPTOBF FACE NAIUB 3161 EACHJOIST 10 Provide hardwired smoke detectors,with battery backup,on all floors and In each 14 Provide appropriate soffit ventilation at overhangs JUST Uri LEDGER M BEAM TOE NAILED 381 PER JUST bedroom,verify with local code requirements as per Section R317,New York State GENERAL PLUMBING NOTES RANDJUSTIOJOIST END NAILED 316d PER JOIST Residential Construction Code Install carbon monoxide detectors as per code - BAPmJUSTIOSILLGRTGPPLATE- TOE NAILED 2-16d PER FOOT GENERAL FOUNDATION NOTES 1.Plumbing ementshedor to be responsible for adhering to all applicable code and - k- CO safety requirementsROOF SHEATHING 0 r 1.General contractor to review plans,elevations,and details to determine intended STRUCTURAL PANELS 4'PERIMETER EDGE ID E-16'GC-6'AT PANEL CL O heights of finished flooi(s)above typical grade. 2I wall plates or joists are cut luring the installation of plumbing fixtures or EDGES AND AT IN RTVIEUATE SUPPORTS IN THE Z equipment provide bracing to lie framing back together. 8d PANEL FIELD W 2 All footings to rest on undisturbed soil. LU GENERAL HVAC SYSTEM_NOTES INIERIUR ZONE-ITO'C-VAT PANEL EDGES AND 1T Ir CD 3 Provide''/,"expansion joint material between all concrete slabs and abutting 86 iAT INTERMEDIATE SUPPORTS IN THE PANEL FIELD U• concrete or masonry walls occurring In extenoror unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable codes and FOR ROOF SHEATHW WITHIN 4'41'OF THE PERIMETER EDGE OF TFIE ROOF,INCLUDING 4'-0'M EAU,SIDE OF THE ROOF PEAR,THE 4'-0" safety requirements PERIMETER EDGE ZONE ATTACHMENT REOLBREMENTS SHALL BE USED 4 Concrete on 4"sand Or gravel fill minimum,with 6x6-10110 wire mesh reinforcing O O Interior slabs to be placed on 6 ITS.stabllued polyethylene vapor barrier 2 HVAC subcantmctor to fully coordinate all system data and requirements with U l e CSW SHEATHING Q Z s,0 equipment supplier GYPSUM WAI IBOAAD _ W WULERS 7EDGE 116'RELD 5 Provide crawl space ventilation per local code requirements Ir- 3 3 HVAC subcontractor to promde final system layout drawing and submit 4 to gams WALL SIEIW Q V 6 General contractor to install cop-r-tax(or copper)sheet metal termle shields contractor,owner and equipment supplier for Mal review and approval STRUCTLFAL PARELs fid VEOGE ZONE-16'GO-6'AT PANEL EDGES AND 12' between all woad surfaces that are exposed to concrete or masonry surfaces /'. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD � qMp NE��L�VY CODE ----- --- - -- - -- ---- -- - - 1M INTERIOR ZONE 6'AT PANEL EDGES AND I2' 70ampproof exterior of foundation with ab9ummous coating as percodeantl soil ---- ------ _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD conditions. GENERAL WIND PROTECTION CONNECTION NOTES FIBERBOARD PANELS 7116' 6d TEDGE/6"FIELD Adapted from Standard for Hurricane Resistant Residential Combustion,SSTD 10-99 mv, ad 3'EDGE/6'FELD and 1995 SBC High Wnd Edition Wood Frame Construction - GENERAL FLOOR PLAN nn NOTES Fasteners and Commutes for Woad Frame Construction WALLBOARD M COOLERS 7-EDGE 110'FIELDlon - - M 4'EDGE ZOFE-i6'UG-6'AT PANEL EDGES PHI IY' 1 Dimensions shall take precedent over scale drawings(do not scale drawings) 1,A continuous load path between footings,foundations walls,Boors,studs and roof HARDBQAHD AT INTERMEDIATE SUPPORTS IN THE PAWL FIELD framing shall be provided 2 All Interior walls to be covered with%"gypsum board with metal comer reinTABLE 3.4, forcing 'TABLE 3.7 FM SRC HIGH WIND EDITION WOOD Tape,(Taal,and sand(3 COaI.) 2 Standard Btl connectors,Table and shall be installed devices ac not ince with in IhB 'CON SBC HIGH WIND EDITION WOOD FRAME 'FRAME CONSTRUCTION MANUAL Standard Builtl,ng Code,Table 23061 shall be instelletl m accordance with CONSIR SPACN MANUAL RAFTER SPACING te"OIC 3 Walls common to garage and house to have s layer offing fire ratedManufactured gypsum board manufacturers recommendations RAFTER SPACING 16"OIC' ^ 1 1120 mpti FASTEST WINOSPEED _— VJ � re garage side with 5'-0"retained adjacent walls and ceiling Manufaduretl lumber ROOF PITCH ROOF SPAN UJ requires 2 layers of 5I0",fire rated gypsum board 3.Metal plates,or corrosion in screws,baits,and nods exposed directly ho to the weather or 12 2U' 2e 30 W ROOF ROOF NUMBER subject to self corrosion in costal areas,shell be stainless steel or hot dipped ��.L I-- 4 All bath and toAet area walls and ceilings adjacent to wet areas to have water galvanized r PITCH SPAN(R) OF NAILS 312 4 s 1e 14 L Z j resistant gypsum board,or wall hie set on wonderboard or equal 412 ie a 512 3 5 7 e if—i! (Wj 4.Where windows and doors interrupt wood structural panel sheathing and siding, 20 s 712 3 4 5 e Ur DESIGN LOAD CALCULATIONS framing anchors or connectors shell be provided at the lop and bottom o(cnppte 24 6 9412 3 3 4 5 Z studs,header studs,and at least one stud at each side of opening 29 7 1212 3 3 3 4 0 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS fib.0 5.Ridge straps shall be attached to each pair of opposing raiders except where collar 32 EXTERIOR BALCONIES 60 ties of 1x6 or 2x4 lumber m located,n upper third of attic space and attach to each pair 36 DECKS 40 of rafters. 512 12 3 -I ATTICS WITHOUT STORAGE 30 6.Uplift connectors shall be provided at each rafter bearing. 16 4 ,..I U- ATTICS WITH STORAGE 40 20 4 24 5l 0 1 ROOMS(OTHER THAN SLEEPING ROOMS) 40 7 Floor to floor hold-dawns to be provided every 48,and every 16"within 4'of exterior 2e6 `0 SLEEPING ROOMS 30 comers. 32 7 W 36 7 2 CRITERIA FOR CALCULATION OF DEAD LOAD 8 Sill Plate to Foundation Anchorage Sill plate shall be anchoretlto thetsundatmn 812 12 3 O AC WEIG OF MATERIALS REFERENCE TO A I A wan anchor bolls having a min bolt diameter of 518"and 3"x 3"x 118"washers. A 16 3 = ARCHITECTURAL GRAPHIC STANDARDS comm um of ane anchor bolt shall be provided within 6 to 12 inches of each antl of 20 4 each plate Anchor balls shall have a minimum embedment oF7 orches in concrete/ 24 masonry foundations Anchor bolts shall be located within l2 inches of comers antl at 2E 5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SNOW spacing not exceeding 4 fast on center _ 32 _ B WEATHERING SEVERE GROUND SNOW LOAD 145 lbs _ -- — --- -- - - - - ' - - --- — 36 7 FROST LINE DEPTH 3'-6" _ _____ 712-1212 12 2 TERMITE MODERATE TO HEAW /) SEISMIC THESE NOTES ARE GENERAL CONSTRUCITON NOTES THEY ARE NOT 16 3 DECAY SUGFRTO MODERATE DESIGN CATEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARETO BE CONSIDEREDAS 20 4 WINTER DESIGN TEMP. 11 t - GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WTH VOUR 24 4 ICE SHIELD UNDER- AS PER MANUFACIURER'6 WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS i - > 26 s 32 FLOOD TREOIIIREO SPECIFICATIONS(STATE CODE ' ///h (Cr i� WIND SPEED 120 mph --- --_-- -- - - --- - ---- -- - - -- - - -- -- -- as s FLOOD WIZARDS � N EXPOSURE CATEGORY ju '7FESSICM O _ Z L F- UU 7 O li a STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF 120 MPH 3 SECOND MAD GUSTS (MAXIMUM MEAN ROOF HEIGHT 151 REQ'D DESIGN CLEARGLASS WIND PRESSURE DESIGN PRESSURE MODEL NO. WINDOW TYPE 1 AREA ZONE PRESSURE RATING SHUTTER S17F MULTIPLE SECTION ASSEMBLY. 1/4" Z II CFtI THICK BOLTS @ Z OC WIND 0 OPENING AREA AREA ZONE RATI NG RATING ¢ p �` TW28410 400 S. TILT WASH 5.03 9.73 10 415 *+ 25.9 34.7 506 65 psf 3'-9"X6'-0" 01 q TW2436 400 S TILT WASH 2.92 5.73 10 4/5 25.9 34.7 *+50/-65 psf 3'-6"X4'-9" a N o y '1 SKS 2427 FIXED SKYLIGHT N/A 3.7 10 1 10.5 -25.9 *+50/-65 psf n/a " Q �6 C23 CASEMENT 4 7.9 10 5 25.9 -34.7 3' 6" X4' 6" FWG3368S STAT.PANELS N/A 11.89 20 4/5 24.7 -32.4 FWG 6068L SLIDING DOOR 14.72 23.78 50 4 23.2 -29.3 E T-O'XT6" ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. '^ COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED'. AS PER E MEETS NY STATE EGRESS REQUIREMENTS 0Lu TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. aZ STOM GRILLES - SEE WALL OPENINGS INCLUDING WINDOWS AND DOORS( SHALL BE PROTECTED WITH REMOVEABLE 5//8" WOOD STRUCTURAL PA ELIONS! wI I ,ZO _ J z 1 I WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 -# 8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" -#8 AT 12" O/C. TABLE 301.2.1.2 0 ID Q ¢ w ALL NARROLINE WINDOWS MUST USE. HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SA 1/2" X3/4CLUDED WITH DP UPGRADE 1/2" HEIGHT SILL STOP OR STOOL) AND THE ADDMON OF DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114 ASH LIFT IN E SILL STOP KIT.) 00 \ ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED O 0 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR z SHUTTER ASSEMBLY W V FOR PANEL SPANS:0<4'4"WIDE SPAN REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. T10N CODE. N.T.S. GLAZING MUST MEETASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUC TABLE 1609.1.4 23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") p } o Qz � USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES O o LABEL ACCORDING TO LOCATION - Z r ASSEMBLY ATTACHING STRUCTURAL PANEL. FASTEN TO BUILDING wl#Bx3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O C OR BETTER 10 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING I I #10 TEE NUTS ATTACHED TO BLDG W/#10x 1 '2"(WI WASHERS)MACHINE BOLT @ 12"O C WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHORAWL CAPACITY OF 490 lbs. 1 DOOR SCHtDULE SHUTTER ASSEMBLY FYI' UNITN.T.S. FOR PANEL SPANS:4'-0"OR WIDER SPAN 100 3' ON0 6" EY51TWC OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. S..{ SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN IIT 1 3' ONG & FP5C USE DWELLING UNIT-SECTION 310-310.2 ^^ ,, NOTE ADDITIONS 10.2 2'-ONG,.B,. HEIGHT 18' W K FIRE AREA s 696 SECOND FLOOR AREA �/'�J W 2x4 STRONG-BACKS @ 24"OC 103 2'-0"%G'-8" r F- ANDER50N WIINDOW 5CHEDOLE 696 GARAGE z O"+ 2'-0"%G'-8" TYPE UNIT 1392 TOTAL SQ. FT. U ASSEMBLY 1) PREASSEMBLE PLYWOOD TO 2x4'5 # 10x3"(W/WASHERS)GALVINIZED OR STAINLESS STEEL 105 2' G"%G� e" A G 23 TYPE OF CONSTRUCTION WOOD FRAME OL WOOD SCREW @ 12"O C DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1995 HIGH WIND EDITION WFCM z OG z' G^xs'-G^ B Twzsa 1 OW/DP UPCDE. FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS o: ALTERNATIVE FOR OPENING PROTECTION 107 2' G"xG-8" C DESIGN LOAD CALCULATIONS PAGE 1 a O TW 2436 W/DP UFGDF. 1 WOOD STRUCTURAL PANELS SLID A MINIMUM THICENES 5 OF Al IF AND MAMMUM PANEL S PAN OF END 108 0-0"x6'-8" SLIDER WINDOW AND DOOR SCHEDULE PAGE2 O D 5K52427 FIXED LLL sww pF PERMITTED FOR OPENING PROTEcwNIN on AND TWO sToev BUILDINGS PANELS - - LOAD PATH SEE SECTION PAGE SHALL OF PPECUTm COVER GI DOPENINGS Wm(ATTALHMENTHARDWARE PROVIDED [ FWG 3.3685 NAILING SCHEDULE PAGE 1, 2, 3 O ,ELFER ro SECTION 16001#AND 1 W065 AND TABLE DOE 1 I) \ Z EGRESS SEE PLAN r�11 Q TABLE 1609.1.4 PLUMBING RISER DIAGRAM PAGE n/a1-� WW WwDBORNE DEBRIS PROTECTIONFASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FIRE PROTECTION SEE PLAN C TRUSS DESIGN DRAWINGS N/A O FASTENER SPACIG(INCHES)W _ __C ENERGY CALCULATIONS SEE ATTACHED L PANELSPAN< 2 '�PANEL fL"1 PANEL G'L"-PALAE FASILNER TE 2'D" SPAN<(O' $PAN<6A" SPAN<0'L" I 21/2_' #6WOODSCREWu 2112" "WOODSCREWS 16 Ifi IE 12 A 1L115 TABLE 15 OR ED ON MA%MIUM WIND SPEED 13 SECOND GUST)OF IJO MPH AND MEAN ROOF ILIGHFOF TEE'�S" HALE 66 �� \ H. TAS RHERSEWSABE FTAC rO AT TO MASONRY ENDS OTHE WOOD STRUCTURAL PAGE L C WHERE SCREWS AREARACHEDTONTANCHORS MASONRY/NIMUM THEY AWIL BC 1 I //f m CAPACITY UIILVJNG VIBfWPONRC615TANTANCHORS HAVING AMINIMUM WIiMORAWL / ') ' ' CAPACItt OF 49O LBS _2 fa;;l N �. _ z DO O LLI 0 EL I i I RIDGE - - - ' N I z , RAFTER - O ' I4 I I USP RS250 AT 21" _ o N ' z IQ , W In Q I 034ILTM LEPFR0 LT A RAFTER/RIDGE/RAFTER NnHCT A R TaaR t�� �2" fNFIHiFiDaPq=fBtWll{11FCf Fsa)21"+L59i17<J ' KING STUDS - -- B Ll) RIM RAFTER -- � ' RWIEFIAIE R(16a(2)Rf7 IQ RATIRSTLD FM 10' a C IffBi"3RD F(f3 Q _ RAFTER t� STUD - -- - - - - - - - - 'w RIDGE -- -__ —_ -- _ - 1 0 O: iJ USP RT160R(2)RT7 1 FEr1B7.NCK5ILD I�12' � Z _ r I RAFTER - -� TOP PLATE __ HEADER D R ORTOROCR KHAuFM 33' F. o Q,Z TOP PLATE _ _ - USP RT3 - __-_ - -- E SRDRAIBBU. FM:B' Q , a,'Z I USP RS250 AT 21 USP RT20- - USP RS250 AT 18" - - - SRDRAIE RS'»16' Wfr O USP LB OR TMU IES WALL STUD - - USP R5250 AT 12" - - RAT69LL MTS C9 W', U D' WALLSTUD -- - - JACK STUDS - - ,F F AUTBITS STM 1w m'' '>'� - MG FC6TANDMACREECKS PAU�dES Q Q DO ' FCb7ANCHJR ROAE�FQD ES DOE, 0 Q Q U li ma?m l-iB'OCLTIIARTIESMN Al RAFTER/RIDGE/RAFTERWOCT B ,RAFTER/PLATE/STUD B ,RAFTER/PLATE PLATE/STUD C (HEADER/STUD HEADER/JACK O u a � Z r r DO ed XM — -- ----- - — O o POST Z USP CBE PA FOOTING op 2ND FLOOR WALL STUDS 2ND.FLOOR WALL STUD iST FLOOR WALL STUD - i , 1ST.FLOOR WALL STUD 2ND.FLOOR PLATE - - 2ND FLOOR PLATE --- - G POST ANCHOR FOR COVERED PORCHES SUBFLOOR - SUBFLOOR - IST.FLOORPLATE - - 1ST.FLOOR PLATE (U RIM BOARD - RIM BOARD ---- - _ SUBFLOOR SUBFLOOR --- - /�1 cc USP KLFTA - USP RS250 AT 36" r.1.1 F - USP RS250 AT 36" USP R8250 AT 16" - IZ 1ST FLOOR TOP PLATES --- 1ST.FLOOR TOP PLATES - - - RIM BOARD - RIM BOARD - -- - ) L) DOUBLE SILL PLATE _ POST - - -�9 0 DOUBLE SILL PLATE ----- - USP MPfiF ----- - Z IST FLOOR WALL STUD - -c) IST FLOOR WALL STUD - -- FOUNDATION WALL - FOUNDATION WALL -il 0 USP PAU O LL P.0 FOOTING - 'fcl Q Q D FLOOR TO FLOOR D FLOOR TO FLOOR E ,STUD/PLATE/SILL E_ STUD/PLATE PLATE/SILL G ,POSTANCHORSFORoecKs rop - - - - - - - 9pFE5 1 0P b i m — _ N F- � W 7 0- a fl 1 4"6 ROOF VENT' ROOT ATTIC f EXISTING "X4"CCA POST 1 k. C � ., , P71n �11/4 - - - -I EXISTING X6" CE -- - --- -- 1" DAR DECKING SECOND FLOOR 3 1114 -- - - - -- - ' - - -- a OPTIONAL FUTUREBATHROW F.A.I. — ' I rY ' EXI Tnl E EXISTIN 108 E I$'TIN a * ' 1' FINGg gBL6', GN DOOR ' 1 CLC ET C>»t E W!3-2'0X12" H R / -- ATIO ARY GLASS PANEL -- = 2-FW.Ga368S ST W!3.2"X12" HEADER --- FIRST FLOOR l _ OPEN TO BELOW AND GRADE EJCISTING EXISTING t4 EXISTI�J,'C _ GO.I TOSUFF04KCOUNhv 1, OPEN HA1GORA L Derr. F HEALTH ART SThAIO VIIQFSk SHO TO CODEWeEa��s��rrAwEw ' 79.3 LIGHT - rand..-:ca 7.4 0Q VENT / �- mak :, I Its DOWN SLOPE" 1/4" PER FOOT PITCH TO DRAIN f 2 uEf p - EXISTING T11V28410 1 KIST(NG � TW24 SKYLIGHT SKS 2427 ys� , � 032251-1 6.T ft, LIG HIT: EXISTING • �FESSION , VENT 100 R19�1 13ULA1YCIN'. P1 AF KNEE WALL / d. .. r IF- 2"X4"�1b O.G.TYPI AL INTERI9R WALLS ACCESS DOO EXISTING . . . EXISTING OCCUPANCY CLAS•SI 'C TION R RS'IDENTIAL - .SFC'TIC)N 35 B'UI ATTIC STORAGE• USE DW-E,LLING UNIT - SEC HEIGHT 7$' S C"O D k 0; lll 7892 N w FIRE AREA (sfl 698 , - -- - - - - -- - 8 $ TO A S FT '- TYRE OF CONSTRUGTI N W 'Ob, FRA E NSW2ND,ELOORBATHROOM SCALE 1'-0=1/4" FP 10_N CRITERIA P'R'ESCRIPPTIVE DESIG - 1996 #10H0 . FRAM+IUG 'E ' f " ENTS GENERAL N TES: REFER TOSPECIFICA IONPAGE5FOR DETAIL S 'EQUI $D. DESIGN LOAD ''' ALCULA, 10'NS h1:d NOTE: SEE�SPECIFICATION`'PAGEFOR,TYPICAL HURRICANE'FASTNER,S WINDO AND p0 R SGH D.ULE ' D!a "• LOADPA H R/a f _ .NAILING F G R E S'$ n7a C -� PI eTIN.Cr. 19 R'D'IAGkA n . IR,6. R OTECTI 'N rola" _ ` 22005 , jl TkLU f,);E :IG'Nb AW'ING5 BN GY'. IATIO E A' , F . t n, u I II