Loading...
HomeMy WebLinkAbout30611-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30707 Date: 01/21/05 THIS CERTIFIES that the building ALTERATION Location of Property: 5020 OREGON RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 95 Block 3 Lot 4 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 31, 2004 pursuant to which Building Permit No. 30611-Z dated SEPTEMBER 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 ADDITIONS & ALTERATIONS TO AN EXISTING ACCESSORY BUILDING AS APPLIED FOR. The certificate is issued to JOSEPH & CATHLEEN SHIPMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2027911 01/11/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature 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. 30611 Z Date SEPTEMBER 1, 2004 Permission is hereby granted to : CONSTANCE RUTHINOSKI PO BOX 392 MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING ACCESSORY BUILDING AS APPLIED FOR at premises located at 5020 OREGON RD MATTITUCK County Tax Map No. 473889 Section 095 Block 0003 Lot No. 004 . 001 pursuant to application dated AUGUST 31, 2004 and approved by the Building Inspector to expire on MARCH 1, 6 . i Fee $ 229 . 80 Author ' ed Signature ORIGINAL Rev. 5/8/02 Form No.6 �� �1 �e�11 S LA TOWN OF SOUTHOLD BUILDING DEPARTMENT N�_tk 2 9 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 D � Date. 1%142 u New Construction: Old or Pre-existing Building: VDa (check one) Location of Property: '.5-0 ;2D 0 n CG 6 0 RN C v 7-( N C v P House No. S Ha dee Owner or Owners of Property: Josepw -4CafkLC'ElL) Skt' �!rgya Suffolk County Tax Map No 1000, Section tV0— Block 0 3 , ©o Lot 00 y.00 / Subdivision Filed Map. Lot: Permit No. _�h - 7 Date of Permit. 1 Q Applicant: Health Dept. Approval: Underwriters Approva . Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Si ture G-wx­ 4154 co-a:300 7 OCC cPLP rJ'rJ�cPLI'LfLlrJ�rJ�r rJ� cPP rJ� c r1�PfrJ� rrJ'3f�rJ@Pr�rJ� Oc 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 c5 5 CERTIFIES THAT 5 A1C Upon the application of upon premises owned by 5 5 5 SABAT ELECTRIC JOE SHIPMAN 5 50 PAT LANE 5020 OREGON RD 5 MATTITUCK, NY 11952, CUTCHOGUE, NY 11935 e� 5 Located at 5020 OREGON RD CUTCHOGUE, NY 11935 5 rte. SApplication Number: 2027911 Certificate Number: 2027911 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Residential 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Detached Garage,Outside, SA 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 lldt Day of January,2005. 5 Name QTY Rate Rating Circuik Type L+ 5 Service 5 5 1 Phase 3W Service Rating 400 Amperes 5 rj Service Disconnect: 2 200 cb 5 Meters: 2 S 5 5 5 5 5 5 S 5 1 Sea. 5 5 I of 1 S This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 [0 LIQ L3Pr LLn [.I�rJ7 CPLnLILI� C I7 LI�CnLnLP 000 - TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ??t� VILLAGE SO ZV DIST. SUB. LOT A c/y OWNER LN E/9, R, A6,64 rMp/✓ ACR i So W TYPE OF BUILDING l• / q.13. Si�'RKMR[✓ A, !8• B"MAW SEAS. VL FARM COMM. CB. MISC. Mkt. Value �Q LAND IMP. TOTAL DATE REMARKS 3oa Z6 j)p o a 3�•-� 0 3 �b n 3 �. � . L l be (2, r 599 so, o 2, ac �---= 6 6o 2 �� .� D - C,P. 7d 96,z v,Ln D,'-i2,,✓ " . C . '� o. �� AGE BUILDING CONDITION \J {.. _ p 22,x22,2, ' »/e O %O/}/ /�E!•�I/- S/, Fnd%!�/NaSK/ i0 �RU—N/N SXl ��S-�G NEW NORMAL BELOW ABOVE J, v r sK, /J i.YofY� w o S FARM Acre Value Per Value p Acre /a�lg &D / .' 7s- Z &/La GABA 9Ot' �2-57k tillable 1 ��'fi o rillable 2 5 i3 -)- -64461h ott'ifam-josk" .Y G Tillable 3 Noodland >wampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD 400 -louse Plot DEPTH O 8 BULKHEAD 'otal DOCK ,boo �I i •� `p '•, COLOR ir �{ t TRIM 1 i I I M. Bldg. r J 3 ys 3 r.Ir Foundation -� Bath Dinette Extension Basement (l Floors K. Extension 3 c O Ext. Walls Interior Finish LR. Extension Fire Place ^/p Heat W DR. Type Roof 141 Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage d X a o. B. f /.0-0 Fee Total f > r '-a L/ 1 Penny(J)Lumber GREEN PORT FLOORING MATTITUCK (631)477-0400 (631) 298-4506 (631)298-8559 RE. SHIPMAN RESIDENCE 5020 OREGON RD. MATTITUCK, NY November 01, 2004 PLEASE NOTE THE FOLOWING CHANGES MADE TO GARAGE: 1). 5/8" DIA. ANCHOR BOLTS ADDED TO EXISTING FOUNDATION @48-OC. 2). GIRDER ON 1ST. FLOOR (SUPPORTING 2ND. FLOOR) CHANGED TO 2 - 1-3/4X14 LVLS. 3). 2X10 BLOCKING USED ALONG EXTERIOR WALL FOR WOOD4 FLOOR JOISTS. 4). RIDGE CHANGED TO 2X1 p E Y�9 a $�. o o o � BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 9/ /04 APPLICANT, DATE SUBMITTED: T/3/ /04 SCTM#DISTRICT: 1,000, SECTION: �S , BLOCK: � , LOT: —J�/ SUBDIVISION: ADDRESS:,:OZD !&WA. crrY: -e1,V,0ZONING DISTRICT: CONFORMING? /(/4 BUILDING PERMITS OPEN/EXPIRED: PRE C OR N BP -Z/C/0 Z- INFO BP -Z/C/0 Z- INFO /BP -Z/C/0 Z- INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconfomung at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: I9/7Z b' REQ. LOT COV. �i ACT. LOT COV / REQ. FRONT �S� PROP. FRONT P Q SIDE ACT. SIDE Q• � 3� PROP. REAR REQ. EIGHT PROP. HEIGHT PROJECT DESCRIPTION: D ESTIMATED PROJECT COST: L- ARCHITEC �� WATER FRONT? 120 DESCRIPTION: PANEL # FLOOD ZONE:, BULKHEAD? ------BISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTHD YES o (BED#): _DT _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o1EPTIC CE IFICATION: Yom NEW YORK STATE DEC: PRE DEC 9/1/75 YES DTE: _/ /_ PERMIT#: SOUTHOLD TOWN TRUgiEES: YES or DTE: _/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT M. TOWN PLAN. BOARD APPROVAL: YES o DTE__/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES —— NEW YORK STATE CODE COMPLIANCE (SEE PAG or NO NOTES: • FEE STRUCTURE;FIRST ND N: /Q/ SF FL OR: SF ND FL OTHER: SF INTT OTHER TOTAL TOTAL: SF FEE FEE FEE 90 1. ( D/( SF)- ( SF)= �e SF X$ 13 U=$ �� 7 +$f� +$ _$ 2. (_SF)- ( SF)= SF X$ _$ +$ +$ _$ 3. ( SF)- ( SF)= SF X$ _$ +$ +$ _$ FINAL TOTAL: $o�9 30611 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ I FOUNDATION 2ND [ ] INSULATION [✓f FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Lam'• i$ C,� ,2 L vg 's - -o� C DATE �� �G o� INSPECTOR 3 I 765.1882 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /[FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: W- DATE �� INSPECTOR �`� FIELD INSPECTION TREPORTDATE COMMENTS lJ"FOUNDATION(-------------------------FOUNDATION(2ND) Z 0 H ROUGH FRAMING& IL PLUMBING y g� r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS AIP tt O d Z ' toZ T_ Z J m w � ay z x 0 H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL SOUTHOLD,NY 11971 Board of Health TEL: (631) 765-1802 4 sets of Building Plans FAX: (631) 765-9502 Planning Board approval www.northfork.net/Southold/ PERMITNO. ,306/lam Survey--L. Check Septic Form N.Y.S.D.E.C. Examined 20 Trustees — Contact: Approved 20 Mail to: Disapproved'a/c Phone:��� Expiration 20 --------- Buildin spector 2004 APPLICATION FOR BUILDING PERMIT i Date p 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. rI7ignature of applic or name,if acorporation) LN (14Sa (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises QSr p}J q�. i47iyG�oLoN L �h �� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: s00V Ori eco Q t� e� rcN o ue House Number Street Hamlet County Tax Map No. 1000 Section /t!1 Block (�'S Lot. 3 - "/"/ Subdivision �"+`� Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructidn a. Existing.use and occupancy_ Alt A! P b. Intended:use and occupancy 3. Nature of work (check which applicable): New Building�_Addition Repair Removal Demolition Alteration Other Work 4. Estimated Cost a dr� Fee (Description) (Tbe pidd on 5. If dwelling, number of dwelling units Number of dwelling uni s on each floorg flus application) If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3 e2 �oZ t Heightc2 _ - / Number of Stories j Depth al Dimensions of same structure with alterations r additions: Front Depth 00 Height 61Rear J Number of Stories 8• Dimensions of entire new construction: Front 3oZ oZ Height I Rear 3--.Depth Number of Stories 9. Size of lot: Front 1670 Rem —.Depth 48 10. Date of Purchase—Vo ( Name of Former Owner �2 �� h , NosKt 11. Zone or use district in which premises are situated 12. Does proposed construction violate inoning la13. Will lot be re-graded? YES_NOill excess fill be removed from premises? YES_NO J 14. Names of Owner of p �xttises Name of Architectie►�U Address Phone No. d f f f/W/Q Name of Contractor Address Phone No rL e 0 Address Phone No. 7dS-/88� tit 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? • * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED NO b. Is this property within 300 feet of a tidal wetland? * YES * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey, STATE OF NEW YORK) SS: COUNTY OF S4 I �oseoh P 5h i e a h being duly sworn, deposes and says that(s)he is the applicant (Name of mdividua! signing contract)above named, (S)He is the (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 3 sr day of 20 _ No Public g e�t 6 Signature of Ap t 113 of New Yak SURVEY OF PROPERTY 51TUATE: MATTITUCK N TOWN: 5OUTHOLD SUFFOLK OOUNTY, NY �l SURVEYED 06-I1-2004 W- E SUFFOLK GOUNTY TAX # 1000-95-3-4.1 S CERTffl1D TO: Cathleenm S a Cm LendAmeaica Commonwealth HSBC Home Mortgage Corp.(USA) °s s`oo og 9,7 � G^ f c) DK a° e y4o e6 9� Q Q< T % 07C �. y �`S do .a •?s. ,_ o,• .F�enS,o \ �J q � 97 0„ , tic4' c• u to CL7 e Com, , 0� �C e � QJ Qc z'c�tPr 0� NOTE5: nF '1y+F NO MONUMENT FOUND LAND SJ AREA = 14,928 5.F. or 0.46 AGRE JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC.NO.50202 GRAPHIG SCALE 1"= 30' RIVERHEAD,N.Y. 11901 t_ 369-8288 Fax 369-8287 REF.\\-W SERVER\D\FROS\04-218.pro CSI 1 k'E' res tCt z z I: I a APPP 19WED AS NOTED <m O C DATE: 8 P. N FE B s' m NO FY BUILDING DEPARTMENT AT A z 765-1802 8 AM TO 4 PM FOR THE w iF FOLLOWING INSPECTIONS: 1. FOUNDATION - T'NO REQUIRED FOR POURED CONCRETE w 2. ROUGH - FRAMING & PLUMBING U j 3. INSULATION K 4. FINAL - CONSTRUCTION MUST U 11tl BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE L0 REQUIREMENTS OF THE CODES OF NEW -Z 9.VJ Ii YORK STATE. NOT RESPONSIBLE FOR O 0 L '� I DESIGN OR CONSTRUCTION ERRORS. Q in 0 4 U' C'• LIJ L COMPLY WITH ALL CODES OF C'off cl- � �, NEW YORK STATE & TOM,N CODES ______ _ _ ___ ,_ _ __ ____ -u' C-D" R CONDITIONS OF AS REQUI D AND p LCI ¢ S-UTHOLDTOWLZSA -------- I E. o ----- -------------- ---------- iI �� Ol: ^dJN��-�ININ;80ARD 1 Tnir a 10111 p i,7 n �.T �m Q SOu�MOLDiDWNTRUSTEES - - -. - -- . �uie.LrD i„ _ ------ - ----- ----- - ------��------------------------ ------------------I rLwn o r, N.Y.S DEC - I U' l iic. : .a�uw ee am FLOOD ZONA n 46. � �a .L w COMPLY WITH CHAPT >D FLOOD DAMAGE PR ENTION - °'�=- pti.. N F LA N !N SOUTHOLd TOWN CODE. --- --I---- --- a a ---------- ------------- u.. \ ¢ OCCUPANCY ORin In • USE IS UNLAWFUL WITHOUT li U N OU CERTIFICATE CI -- OFOCCUPANCY � I EXI'TINI,' �OUNUATIOII y ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE ;,� BB CODES OF NEW YORK STATE. o !------ -- - --------------': -wI Ln CERTIFICATION OF Y h NAILING & CONNECTIONS b EJ REQUIRED. pa, V : : t%jai IE FOUNIDATION PLAN � w co o TOM z a x J W N � O N J � N W z J W Q C F Q v vi ii o ' w U Q < L.LI n '`' zd I- < n Y Q LL Li C' I �-3 Q 0 rl- - G ,N FII I VFI _ .nI -"IIP, 71'1'JP !_ Y � ro n N 1 - 6" I Y GAR�CI _ _ - Itiela rry L,� F d 'I' -.e- w- ' Huu�F. Ii � .uM GJ Y m 6. l L I _ I p�IrF ROOF F.r_nun urn r nm,vF Til uF rmPvw � DECK -1 Ru w,�1 r, nllo �_rlrn l� ul r ,FFA - _ ABpVF M� F - - - - - STOhAGE ROOM ' � FIrF _ Im' F,, r G �I�4L _ aFn L'MF. G� II 1 rrF14' e req Fn aT PFFI e' F o- rn . l�, mm w H ' - nl_til .;� ,Z I/^- I„1� _ _ _ w i,l I—,�I ,r� •' lel _ r_F„Ill,tir�l� � �' 1 rn11ml U �,I I O _ •uo n u��r 1 - - - - - - - - x 1 ST. FLOOR P � .AN IL III a z 2 a II J d � m p 2 F mIN Z t l 'l s a a ¢ rc 0- win 0 Lit U' Ir f � }. a - - - u z �4' J" .�'_�" 0 LLD Z 21 I.1�..1 z � tttl o f- V IS Q � Q 0 I -F'A, ' 1.11 ; v � 11 ; ,� I _ 1 � i a _ - _D t-1 iM, `,; D OF S w - 7 - ;SI,F FIE ouua `h o IJ ne wncmF - J IMIN R VAII O �01 I — ,, FFE pl�� F� I, , I Lf, O; I u] W 1 o.0 X v T--10' Irl" 2ND. FLOOR PLAN � V �� � ICI � f it Qo LL O { m�emnweuullvmulmmm�®� moem mwe�vvuloummrumauo uw�muuw.wm��.mnuur.vu '� W � e Q a aulol� WINDOW _DOOR SCHEDULE EXPOSURE CATAGORY: E MEAN FYOOl FB'cPiiHT: 22'-S" -� m N � o S STORAGI / GARAGE / MISC: N T N \ MAPNFAQII:'_ CATALOGUE NIPIBER DESCRIPFIDN GLAZING UIMIT YREA TND R QTY NDP FUN DP ❑NIIUV NOTES til 51 (UNN ZONES c = m i AIJfiFR51N )II110 DDL MING TO �— 12]- ( - 30 — d5 511 USE DESIGN PRESWCL DPGRAN MODH FO IMEEE I fDOF RFQLJh ENILiJ 15 > UU W _ if i muoeusLN ('11111 esnT iz 1 os z to ,0 7 ¢ F a ANDERSEN Ptfi 61R fi!IDING DO(IIt ].'M 412 I 304) USE DESIGN-0REiSURE IEURADE MODLI 1OMECE COLE REQUIREMENTS Ill l - -_—- - - - - - -_- -_ - - - (7 d d LL C9 U -I p L Q WIND—BONNIE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL " < a� O --Y 1 FJ P. NfAI_I OPCI 11111= PCUTI-u HOPI OF LO INPPI _S—SECOND WIivU '„IJ T` I I I I � _ � LLO ..J ( OA01NlIM NEAN ROOF I IEIaHT 0`_'1 IP, r1 y ldU'JII'LE GECTIOPI ASSEMBLr. _1 :z w. I,9" THIC.I' BDLTS 0, 2' OC Q Q C) Z ED a n O _ En 1 >fiI O U3 IhI ' o-1 I I"1 I Q SHUTTER ASSEMBLY 12 N L 41 i = IF p I, _ FOR PAIV LL SP AIV S: I I I' OP. WIDER SPAN in APA SPAN-BATED -19/2, SHLAIHING GRAID PIYWOOD 1,�.. 1 . 1- m L (OVERLAP ARCUNr) OPEP:IIVCS n ' 2, 1 STROhIG—B AI':NS uv o•I' OC d � M ASSFMBLY II P n - 1. PREASSEMBLE F'IYWOUD TO Z<4S if 10 (w/ WASHEPSI 11ALVINL'FD UP - STATLE55 ,IEEL WOOD RAL ci 12' OC f 7)_ ATTAC HIfIG SfRUC LURAL PAIJFI FASTEN TO BU1LD11'IG WASH'I l CALV11117FD OR STAINLESS SILEL p O ROOF LAYOUT waun scP.Bw IG' Or, DD -ALTERNATIVE FASTNER FOR SHUTTER TO RUILDhIG 2 m 0 7LL NUTS ATTACHED FO HLDG. wv � p10 ( W/ WAsHII o N 0ACHNE BOLF @ 12' OC. z M QD I VFI II FT 11 IF `"ALT "I'FI'1° SHUTTER ASSEMBLY 1 PE`lF9,F1. ,I,1I , ,; ,III 1 I " [-PI Irn n Inn mlo - - 0 4 0 WIUL SPAN _ 23/a2 A'A SPAM 6PTED 46/24 SHLAI HIP!d GRADE PLYWOufi I I I II- IA (,VCRLAP APOI IND OPENINUS A'; IIII.II 111 'IFp IJP AFSEMI LY. E ATTICHN, STRuu R1RAL PPbIFI FA' TEI TO BUILDING w/ 4' 1111 -' 11 H !AIL NU v V10 (vr/ WASHERS) CALJINI7EL OR STAINLESS STEEL U IP LII - 1e 111',1I "' P1 � I� WOOD SJ'EW Im IC O C. liu IEVE1 OF_I . 1M I I 1 u , ,EP -,,' IIFA,H,I„� ALTERNAmE F11s'TI•ILR FOR S-UTTER To BUII D,u!, ,lee r,,1'1r (tiwI ;.1' ,IuF, , I J1 If INSFIED �� I. 2 u W Fal 11 unu A! Iry FTAI LTQPAGE I ((10 FEE NUTS ATTACH' D 10 BLDG. u;/ X10 ( W/ WAST-,1 M 1"I ,( U--- 'll ��� E Du,lr - I MAC HII•II R01 T 1; 0 C �" OI I u II,I,_ ( o VI vnF r P PDIFP _ 0 1r TIFI111, e, - ;I T Ir nTI „ ? a ,,IME, -- - ,"�- c4 !% ]IL �1 I I _'Ii111JJ� ( � eII11 .E I� - ' - - - - -- -- ALTERNATIVE FOR OPENING PRO'F,EC_ .ION — — - — IABLE 1aJ1., � WNDi OPPIL DENIMS PNU FrT12N A�TLI IV IG ` Tor.!.I.F I mo, I SCHEDUII FOR WOOD �IRUCTUKAI PANIT IA9UFG 'Inllnn nllFl ll' FASTNER PANELSPAN 2FEET PANEL. SFELT PANEL 61 LLI ,1 EL [+- Arrl', '. 'F TIFFFYPE 2FEET SPAl SFIAN16FEET ISPAN�BF T ,ISII,, IDWAF g EIF=TFRD I I FI,II m' 1'. ID InIRIr= �— P 2-112"I16 I— cCREWS16 16 12 'J I FI_ ,I I: Vont 1FlFP �_- I WOOD.. nM VAPOR 6nrelm c IL _-- � 2-11v5B WOOD 16 16 16 12 ! --- - — -- I '- WOOD SI@UC Il1PAL PAIIEL7 WITH A Id II IIDIDM IHIC F.LF SS OF 7/1r' AIVD MACINIIM co PANEL SPAN OF 8 FLET SHALT RF PCRMI TED FOR f ENIIVF PROTFCTIOII ITV ONE— AND TWO— STORY BUILDINGS_ PANELS SHALL BE PRFCLIT TO GOVEP r AZED - OPENINGS WITH AI IPCHMEIVT HARFIVJARE PROVIDLD - - --- —�- — - (REFLN TO SEC IIOI 1509.1.4, 1609 F 5 AILD 'ABLE 16091 4I D Lo , - IPI, _o1E .I AF, F,r:a11. 1 uu11nno1 ' SEC TION — Q SECTION' A- A h1�Amm'y„ U a W'I a x J 13! N d - IIl Q LL LIJ onOz U 1� H -- - - - - - - _ IRE OF - - - z j� o < w FRONT ELEVATION a o or � X w K z m Z r VIC ri F i - _ --_ -- - - -_ - _- An — - 00 - �, -REAR ELEVA-TION o w Q a a a - x ' J � N � U � Z d LL�.f � U i:j EYof � - -- - - - - - - -- - - - - - - - - _ - _ =-J II --_ -— - - -- - - -_ - - -_ _- - -- _ - -_ �- o � Tun - -- - - - - - - - - --- I - � __- - - 0 U) LEEJ. E-LEVA -'IION z LL Y < a a o a r � a � z a O N m m - / -- --- _ - - - - -\\ _,l r4 W -=--- FTI 1,r, I11 94 - � l R4Gi-IT ELEVATI—O IL 0 w a a I� WIND LOAD ATH CONN-ECTION AND CONSTRUCTION DETAIL DRAWINGSo USE THE FOLLOWING= APPROVED LLSP METAL CONIJECroRS FOR PROPER WIND RESISTANT a GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSIRICTIONS TO ACHIEVE ITAXINUIE UPLIFT LOAD CAPAGITT ro 5 T N + � 11111E smoG � z � m I w L_' ENowALL HAPHR _ a IL GRIPPE E Sruu - `t - I ". VIII( w,iLL G 1 o Q VJ n �O _ lupor N i .. W ..C H npu, - I" i/ I LEUCEH _ - F G7 sloFwnlL— � - �� - � � � DOUBLE IoIsrPATTEN Y; ROOH usF rvuvcCa oEscl 11'TOM[InPP11C.nTIGN I 'T TNt IIOLI I]DNIII COPAII GL 101 Illi OI AI CORNEP - nN:noR TO FOUNDATION W/ANCHOR B -T AIDE O cONNELT MlTEOF FULGORNRSUN - - - _ RATrI/spq lJRa TG Fn/LAoouHLe l°LooR.nl$rs uNoeR FOR noGFn su=l=lkl LOCATION CSP IJURWI=H pEAC31PTION ArrI IPh]:ON .G>]nTIUN IItiP NCMpL'. UCSCRIPTION APPI KATION RHr;FF S124115PNJM9ER Elf-sGRIPiiON API ICAIION LNp TDXS HUIOIIOWN LOTH 130T FLATF OF211p FLOOR NNpIq= -- --' I ;, STRAP AF'PLYUV� - ., +. -- _ SIIPPTRFPACY WALL R1 INNING RIFNI LFI 111INH 1nF FLOUR nNCllOr2 PLO HOSOF IST FLOUR CONNFGTTHROHGH ALITOpFNINGG LETNI[ - /L'xV"9uya SlPoVP /APR YOUEACFIJACKITUD �pF I::TA1e III:"x>J"'!y , RIpGEIOFACH RAFTER yp Jufl IG.n IIIgELOPE - - Q O y HANGER APPLY TOFALI,W\FIER/LEOGEZ JOIBTDIREG RONWIII11-1JOIo IS U 41F)Ei WA'L / L7 THEFT OpRSID CHCH OTIIFH All TI ROD ALL OPFM1IIVtiG kiJ OR HT9 iYOOWNANCHO� HPViY TO FAGII OR IELFGTUD - - /P� / l -� (XIII Ls11U 181a SLOPE HANGER ASSENT O EAOHRAFiFR/I EUGF_RI Fp=JOISTIJOI OIRECTLYUNOFRPARALEEL WALE G,P'1cVIOIP 1I w V -Cy wqu 6TIID�+w GLOCICING LlI PC _ _ _ _ Z) J _ THRULII NOCE EXPAHST ¢ z F- IOCAF InEED GU-EAND Q MFTALGIRAP - _ - _ r�- - � IOCATEO CY GUNTHA11OR I( < CHI KET AT I OF ERIC OF `-� O N IUMHo/Hp �) CHNw[v / vEN rH nTlola CHANNEL SILL p1+gTE1s - /" ' NnLI CYEAI UNG I,ArrF4 � i AS REQUIRE➢ '.-I RAFTER Mnln'Tnw L5 _ TOEw vn n/sdMG VEvrIUHGN � d Fourvpn TION � WOOD JOIST T mPPEATE - EINSiil nl LnNo n101GruRE I� O�PISDGER GLOCKI G APDAT RE. .GOIL ERINGO WALI CI OJtl^oC -' � 9A1?' L-11 APFLnGIIP .� V P', ex;sw nTJnur m II Arrlcsknl 1.SE nr.DvmEn wlmq o - MIp ALL NIN110W/ppOG OPEPIING JACI(�ICOG � AT 4YAIL-fAAIIJIAIDI GAP "� YINIMLIAI NGT FREE VCATILiI ENG AI:fn � ] FASCIA � � Fl7RIORL pFPIICCP IIUNLiEH pESCRIPTIOH APPLICn0ION � RFTWEEN LON1. NISFANu \ JY_OIIITCgaonFuvGTu/c/omSlnlaNG VmvLsruo- INOJAIgII"OP - IJOT LEGS THHV I/160 pF TIIC AREA UI BEEFGIRUEH ISTN{ I !d"We'JRp. STPoVP ANp A I(G Up$ IESPAVENIIUARU ALL OPLNIIJG$SHALL 61 rOVCRCp WITIICUGROSIOV pp11TINC50FFIT/E:S TIN PIVWUONED NOUiV PLL OI FNIIJGSON Pf:UVIOF HFf,IMCU E/GEAI __ SMALL ANT METAL MLGH WITH NLSHINSTALLSObC T1 n,.HMG 1'O rOI?M C'IANN°I OGTIOIV USPNUMRER DESCRIPTION APPLICAT'EDI OPENINGS OF:'.INCH IH DMFNSON SOFF TED FAV[LSTAAII LI/J'AO' ItlUa STkM HNp JAC'(Gi1JE5 _ AND aO AS lU MAIN I ALJ AIFi _ ON AIL OpF_NIPIGO T- � --GAP TO PREVENT CAPLLALY ,I^.p^RAF-TER 1:1111 1C-J"I"x lBp "DOWN ANCROD LONNeCF'O r. ON gp INSTM 1 :'0'O C A'JTION EACFI HATO2 In N In' LSq\JE -I!I' X35 Aga STRAP AN JACKSTUDS ,,, g\ CONNFCFTD ROOF VENTILATION / PRO'/EVE BIOVER EARINGAI ILAADD HADIFTI RCPU ANp O1 B"-IT'IL\FTFR RVll GI ITR":2pga TYDGWN ANCHOR O1/FI26EARING WALLG ANE HCAllFH9 - _ oN ALL apewINDG -\ l '' REE'ROULNE nwILA OUT _ Enck Hnrrer, SOFFITED EAVE DETAIL i 2ND FLOOR WALL p� •. OF FLA HRPF - r X —� RJUFING LAPD RAISE 21 � - FI nSHING;INCHES LA ER - c BASEFLA HINT NMP6 CORNEPS �" �� SC O EXFFNOGUNpGI ITAR, AT - RIDGE LAPOF SAME Q ?- / 61RES11N HF ANIILAPS :'J I MATEIt1AL A6 ROUFN.v Y R' y TAILED IORIIEAIHPIG l I_ \ GIIINGLFSnI DNS,NINE I11.HI0 THHOHGH BENT -� ��'� ��� <• z z -m WOOD FEW 1 �. _ - . '�� � IOP PLATE _ WWW UUU SIDE WALL FL,�&H��E� ap�H o� — IsrFLCOFWUL oInPPINr 11111 INDOWICHm TONnu Srum Mlee'oc \�� � WEEP JOIST - HIVo Al L n/INooWluaGa oPLVmf IACKSTuuS METAL F1 Aok1NG AT ALL LIVES.5101 WAu STUD I - rwoRJostpo7�1111 u1NUIJ3 oesc ilPnrnV Apm ICAnON AGO NAOEC --EPRJO PDE kEn19m MILL-' - / wsTA1 L n'n•U c As TO FORM DRAINAGE Cr1ANnELS AND RAFTERS AVPRNENT LA111TFIY 6cTICNLGAIIOy CSP NIIMREit UCSCI>II'-IpIJ MPLIC6TIGNPRE NH=IUFACTUREpI:CCP SIEEAFiAI(I AILO1j I-V:"RAFTFRA=LATf 12115 'TY0O1NN ANCHOR Wlv'NGCr EAC1-1 RDGEVFNTCTUIS DEEP pEAI(IINOLOld/FNEE H_L JOIST,CONVECTED TO A FWSI I HEADFII TO HC GIIPPORTEp Iir'ITIi STRAP ANp JdCKGIDGS I RATTER TO PI OVER IBDNE TO AIRPASSAOE T"IEPNOPEI2STEEL CONNECTOR �yyl1 `e ON TILL GPEIVINGS_ ILATF/WALL `PTHJ Snip plA \NFHG; LUNE OFR CONFORM TO SLOPE IFAULE jF FIRJCIISISAVROn IS HILI 1Ie1 THANE MIT HEADLRE 6J1� PIAE.. FU FACI IGUD OF HOOF TO AI OW FORSIiIJNI(AGF A RULE E RUINI'OUTS ®IY® -4 1 OUL 5'LL"'L 1TL �+ TFHINTCtI IF G O I;" o- -aL envHF N� rvr LOmc FOR PATIUry , COI`IL sLAL ^ - - uC9c JCETE til IIAMPPRIOF EAT ERIOH MIL PULV nnnn��������.��...ffff������JJ F IGASKETVF +/L TBVILPOI YU1VtYT. TEER GRNJN IR FILE - -� fYlyl 6nG1(Fi A> / 611x9 L.O:TI VOOpS LbCC PLATE 1 L e CIEEI GOLFER T- .� + � - _ = - 6CLTFO TO STEEL G'U 1 WITH �[y ___ _ DIA DELL. B _ J c c. ,1.1_.. COIVc SLnR T _ �t _ 2OOF.IA6K l e"` �� - - _ 1 - - ,TEFL A � � � CLAM � \ 1 I " LJMPALT FILL FFNVEFYI OOIInG ,� L , A _� 5111 yp �' RUUFlNL LHPS N LI A T o AND GOTIC�� PLATE 1�"J muc Frc I 1 uasprvc al wNJ ;F c1-c�EOLT L �� _ ANCHOi?BOI T CONNECTION UPEWITH J. LARF OGGI LHS MUCEAND Dr ��� III_ RONF011:IIV09AF. 1140E OP6 (F GPm II �rCCTS SPAIN InE m;7" _ -'L lJJ6H.RRULI IFIVILGIILIII IOuhOATIOV vB FIA qIV 'lIlI2 ROIT - 9 61F C^WYN r pPPIIRTIIVE .LeLIGM 6P/'LI FLAGIIINti LN'S - �I O P 1�H (( G GILL PLATT IO FOO VUATION ROOFING HT BOTTOM 11',A GPnIY OR OLIIJOATION , :TOI2l ]' UC / TYP I,A -ONf FOUNDATION 11PP1T I'll ASTERS Elu FLA r OFuuwuAnON .� \ TYPICAL E M DETAIL W4ERCNICYn FGR SmIJriul<ALsannrvc DLIV J'sFFL cul urvin'nrvckcasD ra Jl°xN'.NL^rnrvG rrG 1CRANLF pL AF DH FOUNAIL ONS sFUT:IF., s;'Dc STEEL / T 1'I @EA was pormM�r oyE ouwpan°N 1-. sruRlrs� s/"LIG ROOF JACKS >: VENTS DETAIL k Ir LOA ' EIAR 6X III WWN r '� DOORPRAAF I OUMPAG FII I. � � GARAGE l 1. I J DOOR " JOTS I, LL11 111 ,�� USFJ]N Toa DI DGKCIr - TE JEtGEgI?� -1` l,U v -i F,E - PrnATC � l _ ., W/ GJ(6 WMM J i URIVEWAT- li KC A '-CALr NDTmIJrnGTHNu fI-u1 <i y .+I LNO\NG , Ill/2 ENI FNNAILINf I1 CPAFC i SIDES OF u1NOu W h[l,-IY' IO GF ASROk IL OR ARN " VEIMo aI 1lT{TF�I�IF (� 1'"P'V. nEH BEAU TO AUOJF AS JJI( 1 �'+"W' FYFN.NM 1 LILR�LIL IL11_ PROVIOC 6TRq SING OI¢FP IOICp AU £OI ['d 'f E, _ NOI61 RFary N Oa Muugl ul kLOIIIRFO rnnnMWA -¶ ° f i 111 -A Pl DUMP OFFING RAR NITER EQJAIn 4REST 1OF REAM nanlN PILL � .y�,„ -RI wIFDRc11vc RAR � ro '� 1i Ili snLEl ma=FAL 'Jm'rITT BLUE uEAM nT'=DLJI F13 _I IF I� R (,Y ^I _ UFOONT/ACT WInICONbRETEOR^,UNC TOCK �iuTrJD�i� REAM USEco P'PIOEL COINE MONULITHIGFOUNDATIDN REINFDSEE.11II('f)19 PONFNG OHCIFASO TI Al AHS DENeA I P 31 e111 NG WALL j ANO COLO MN I ye STUSIOLEVFI REAM HEI NPOHCF FO JUN G CITH 1,III E',j ,LIME 11,,F —T PLATEs (HOLTEp'IO HEg41I - rNnNlMwn PLt+llNawernce FDHWooDRFAH GARAGE DOOR BLOCKOUT LL BEAM POCKET O w U I nllo®�:Ivn®enaol��®,��w�.ovs a Ivu�l�sl®Ilu��®lu�e,r Inu.lrvl�v�u z 2 m a ca �r, �� pNOTES ,p�1 ` ' q ns-a NAILING nfl g� So it w V _ p— 11 RIDGE-TG-Rill IE12Y YS MDYFIlAVV41NG NOTES RVEF FRAMING.([JAIL SCHEDULE NAIL�_ ._OCCUPANCY Cl ASSIFICATIGIN CONTENTS:LAN —R' RES DENTIAL - ro iG E� s�c1a m n �i i 114 rz 20 gauge step II be atlarhed m each P=v of mnrrs r ar.e,oltlanre m ruble +4 JOINT DESCRIPTION NOTES ECILDING USE _ AGCEESORY BLGG CONSTRUCTION pear end of thecollarliecardcutexceedHatabulalecaumbe,orBit .einteatroP RAFTER TO E'WALL OTALEQ11FT OF CONSTRUCTION _ N0. R00 U < I J t� IV 14 O _ Wle,arollarlclsu5ed ,leuofa rdge step the rumbcrof Trod _ _ _ T� n _ EGHT 5 TOP PLATE TOC-NAIL R 2965.F. 2 an Q r q m mmrmalmn within this set of sonsirummn documents is reladdl,o base design 2) RAFTER-TO-WAIA.ASSEMBLY - m CEILING.IOIST 5'WALL :3-0d COMMON EACH PRE5CRIPTIYE A5 PER N:`.S. RESIDENTIAL GOPISTRIJCTION CODE AND Iintent and framing derails They are intended as a conslmmon and net a substitute Lateral Iraming and shear wall connecuons for rafter,elide,ar Imo far.,plate shall be TUE-NAIL DE5IGKI CRITF_R A fnr enaoll .....led Dad pi Formal and compliance earth current New York mNonce to table 3 3 When a mftersearms do not fall In line with clads belmv,defore TO TDP PI ATE IS WALL 4-Ad COMMON JOIST - - 1355 560 .11GKI W4JD EDITION,_WOOD-FP_AME CONSTRUCTION MAKILIA�- W stN building codes. e General Conlradar Is responsible fnr pinwale,standard or hemp es shall be curshed to the wag tap plate and the Al top plate shall be attached lu CEILING JOIST TO AS PER TABLE 37 EACI I FACE FRAMING ELEsrFNT5 A5 PER FLOOR PLAN5 CRO55 SECTION AND GENERAL NOTES U urnshucrinn de cies and pmcedume to ensure a professionally finished,Structurally the to the wall said with uplill connections Roofs overhanll Ey the rake sae of the bodmng PARALLEL RAFTER WFf.M-SBC LAP NAIL DI p muntl and awealhwproof completed ptaM+cl Shall be amorma ed win up ill comieseens in accordance wib table 33G i5opli JOIST TAPS ALES PER TAB3 i EACH FACG EXT. BALCONIES 60 R' OVER PARTITION WFCM-S8C LAP NAIL DECKS 4O a W 2) The General Cmtirallor ismspeastblefar ensuring that ail xxork antl constructed 3).WAIL4GAVALL ASSEMBLY COI_IARTIE AS PER TABLE.34 EACH FACE ATTICS ./c, STORAGE 'O CI Z meets runlet federal,slate,roomy and local codes,oNieances and regulations,etc Wall dude above and studs below a dsnr level shall be atlarhed with uplift cm,necmns In TO RAFIER WFCM-SBC END NAIL ATTICS w/ S FORAGE 20 Z . phase mals are in be considered as part of the specifications[or this building and accordance,with table 3SID When wall studs above do not to I ur Ime wim cads below,Ihe. - - -- DESIGN LOAD CALCULATIONS O LGA Should be adhered to even bun variance w n the plan sails shall be coached ID a common marcher in the loo,esenmbl,oath upbft emmertm ib BLOCKING EACH TOE ROOF (GROUND SNOUT LOAD! 45 TO RAFTER 2-6a COkJNICN END NAIL (LIVE LOADS PSE! n accordance with lablc33 _ ROOMS (OTHER THAN 51_EEPINGr 40 ¢ O 3) Dimensions shall hole precedent over scaletl dm airm. RIM BOARD y q6d f.'pMMfJN EACH END ROOMS f5LEFPINGI 30 TDO NOT SCALE DRAWINGS) �4) WALL A66E ABLY TO FOUNDATION 10 RAFTER END NAIL V,hJ (,7 First well studs shall be connected a.the dormouse,sill plate,or boflnm plain with uplift STAIRS AO LIJ =p The designer has nm been engaged for construction supervlago and assumes no .shims Sobel straps shall haven minimum entbedri of 7 inches It concrete WALL FRAMING. _ _ GAURDRAILS (ANY DIRECIOIL, 200 �' F r mspoesibrkly for construction c..Niri with Ideal plans,norme,fisibtlrry for foundation and slab-il add Itmd,esinmacm.,block fnundnmns,or loppedundar NAIL IJAIL�� - - E Q z O constmcnon means,methods-,techniques,sequences,or procedures,or for safely the plate and balled In and Nemce wdh liable 3 3 o When steel Straps are lapped underlhe .JOINT DESCRIP110N OTY SPACING NOTES E:cPOSURE CATAGORY walstrtlonaa ears method techniques,Sequences, There are na.wananties fare benom plate,3mcdsquarm washes shallbe used with the anchomarve..Antl,orassa TOP PLATE TO PER FACE NAIL) -CAD PATH EEE CONSTRUCTION ANDWIND PATH CONTHOPON - -Z COQ S mol use expressed.1 grafted In the use of the..e plans spacing isto be spaced and shed m accordance le Labe 3 2a to ommuclo spaung, 1-1E GOMMUIV !ROOF - FOUNpATiOW , DC-TAIL PAGE E GENERAL NOTE FACE TOP PLATO FOOT SEE NO]E 1 _O d N anchor bolls are to be spaced between G12 inches from the antl of a sill plea antl all - -- (JAILING SCHEDULE SEE GENERAL NOTE PAGE O IOP PLATES AT JOIMS FACE ---- Lo - 5) Reicr to the lNmaaw and Door schedule far anterior openings 11e5 INIERSECHON6 'I- h;J COMMON EA SIDE NAIL EGRF_Be _ _ SEE FLOOR PLANE AND_WINDOW SCHEDULE {� ' fi) The General Contractor in W ensure Thal masonry or prefao•acted fireplaces meets b) TYPEI EXTERIOR EHEARW'ALL CONNECTIONS STUD TO 24" FACE 59^" orexceadsmanufacturms speciDefilare and applicable codes Type lextenrrrsheanvalls with alrrimmmrrof7116 motor amodshudtnal panelvnihe adeno, STUD 2-16J COMMON GC NAL FIRE CO2 DFTION 5E_FF OR FLANS Q ]) The General ConVarlor¢le r.nsult vnth the owner for all buds-in items Ill inch um wallboard no the m' o r. at the pale edges and 12"o c' m the field,and -- - --- - (SMOKE e 0_02 DETECTORS)_ -'� atothed with 8J common nails at f -- gyps Teem altarhod wan 5d cooler nods m 7'o c at parcel HEADER TO 16d COMMON 16"O C PACE TRUSS DESIGN NIA - STANDARD STICK.FRAME CONSTRUCTION such as bsukcases,shelmny pantry,closets,tonic,etc edges sed TO"u r i.the field shall fair acCooance with the length regmrenrents spbctficd HEADER ALONG EDGES NAIL _ m In table 315a-b TOP OR BOTTOM 2-toil COMMON PER 2.4 STUD END ENERGY GALCIJLATONS RESCHECK 3.5 RELEASE- - 0_ BI 'Wind load regmrementS shall be take moo account during constmerthen __PLATE TO STUD 3-f6d COMMON PER 2IG STUD NAIL �nn n� C 6) TYPEIIEXTERIOPSHEARWALI.CONNECTIONS BOTTOM PLATE TO FOUNDATION NOTES: lypc 11 exteriorsheoremilsshall meet the.regmremevis oftahle 3 lbs-b limes the appropriate. aa FLOOR JOIST,BAND JOIST, 2- Tod COMMON PER FACE NAIL -length adjustment fades in table 310 END JOTS I OR BLOCKING FOOT SEE NOTE 1,2 U m 1) The GeneralConG:darandMaeantgreeiewplanz,eleveliebs,dolaiIsandnotest. _— _- _ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA— ' tlelermme intended heights of Finished goor(s)above typical grace T) INTERIOR 6IIEARW.ALL COIJNECTIONS FLOOR FRAMING: GROUND[WIND SEISMIC FROST WINTER ICESHIELD FLOOD ~ u�i as 2j All{.bungs treslm,undisturbed(mrgat)sotl Allowablaiulewall lengths pmened in latae 3.14 shall be permdled to ba+wressedurherr NAL Nas NL NOW SPEED DESIGN WEATHERING LINE TERMITE -DECAY DESIGN UNDERLAYMENT HAZARDS ( m amrior Ummovels arc used Sheathing ari r.nnncatme,shall be in accordance with .IOIIJT DESCRIPTION CITY SPACING NOTE LOAD (MPH( CATEGORY DEPTIH TEMP. REQUIRED Q m 2 A A 2 and 22 Dissuasively - - --- 3) Provide l/L'expansonloml matnal berween concrete coatis and abutlmy .IOISTTO 4-ed COMMON PER TOE 45 LBS. 120 B SEVERE 3FT. MODERATE( SLIGHT TO 11 NONE X mncmN of nramnry walls oacunngmexterior or unhealed mlenorareos E).CONPIEf.11UN6 AI20UNO L-Y.tERIOR WALL OPENINGS 611L,TUP PLA HE OR GIRDER JOIST NAIL TonEAVY MODERATE w Header and/or door rommcmrs Shall be attached with uplift correlations in accardarms BRIDGING 2-EJ COMMON EACH TOE `1 4) Any new concretewall-beat,attached to Exist,cnnvele s em,re shall wilhlablc 35 N'indew sill platesshall behave steel conneciorsin arrordance with table TO JOIST END NAIL belnstgedwit ai re-bar,18' IS,,at12"a c.Use np,ovadepoxy Weficalla"on 35 BLOCKING -- EACH TGE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: a o Rd COMMON - - — O Y so Amex, 9 CATHEDRAL CLILING ASSEMBLY TO JOl6l END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 5) Uuless ulharwme noted,all slabs on de to be 2500 psi Cancrct to be 614EFlTIIING LOCATION NOTCS K n po—don 4 inch Link sand or gravel ell with Rai wire mesh rernfmcing Interior slabs l BLOCKING TG EACI( TOE AT PANE:EC)GE6 EUPPORT611J l N @ S"OLPIEW E N Wherea ridge is la be used asasVudural bearti,ilia rafte,shall eilherbe nolcherl and 3-Hfid COMMOfiV ---- 2 W m to be minimum 3112 inch Thick anchored m top of the beam or slope connectors shall be Shelf to each-rage,-tone, SII.,DR TDP PLATE BLOCK NAIL 4'r'ERIMETER EDGE ZONE fid COMMON L 6"O C Ad COMMON @ ti"O C SEE NOTES 1,3 Z � 6) Crawl spaces to be pmwtlatl wlih a minimum 1E"z2A"access orpenur9 Install one atony the open mrlin9 part DRhe buildiny Connections to Ilia edge antl wall shall 6e be LEDGBR STRIP 3-164 COMMOKV EACH FACC INTERIOR ZONC 8d COMMON @ fi" SEE NOTES.i i BOTIi FIGL06) _ allachetl with IM1e ahmre reyuirenienis 1 O BEAM JOIST NAIL - O G 8d COMMON fill 12"O C NOTE 2 FOR PANEL FIELD O N Ezi6 wsl vanfmndation vent(orevery lases R_ofemo - -- - -- --- q JOIST ON LEDGER F'PE TOE GABt E ENDWALL RAKE AND RAKE TRUSS ed COMMON @ 4"O C ed COMMON @ 4"O C SEE NOTES.1,3 TJ Darapprool events of Foundation wit biwmrnuus roam,as per metric 8406 of DECK AND COVERED PORCH NOTES.- 3-ad COMMO --_.. ro - rON LED NAIL o • N V 6.Residential Cons:rvcbon Code A 6-mm polyethylene fie shall be appded over 1) Unless olhennse noted,all framing matenal to ore#i ACO pressure healed lumber ➢AND JOIST END NOTES yrs pn poor y All fasreners,Ill.,,.and anchors to he advanced or stainless steel 3-164 COMMU ----- [he, below do dram of exterior vrel is le baelrflliTOJOI6T NAIL --- --' - i TI(ESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCI IEODLE(VOTES ONLY. SAND.JOIST TG TOENAIL 5) Drainage as per section R 105 of N Y 5 Residential Consrucli.n Cnde 2) Girders for deck Toils W be boned to each post With washers and nuts 2-ibenl COMMO _ _ SILL DR IOP PLATE SEG NOTE' / I _Ponool sheotivnrhin4feet Nthe t d fthe cool,mdudm feet on each site ofthe mop Pe" IT 'r on concrete peers shell be aoamretl wllM1 proper steel ernmectors anchored 1 Shearson, penrtie ere goo g- pea<, FRAMINGNOTESm(amnamtewin aminimam112"dmx,"Iongaash.,twit with wanhemaadart, ROOFSHEATHING: the 4fort perimeter edge�eneattachments required Shall beused. 4) All framing t conch ss and mistresses p•xcnpllvo design of 1995 6UC High Wred 3) posts supporting girders shell be anchored m a 12"x12"x12"Ih�rk concrete foro.iny. JOWT DESCRIPTION 9Th 6PAOIING 2) Tabulated 12 inch o c nail sparing assumes sheathing atlarhed to railer I(mss frammy members with F>D 49 E,Illlerl Wool Framing Gmeshurtion Manor Use a minimum 1/2"ilia x 7"Ion,anrhor boltvNh washers and nuts- Frei Shall he:3 fl .. For framing members with<042<G<049,to nail spacing shall be reduced to 6 inches o c below grade Porches with covered roofs shall have 12"ED Concrete piers for the f rders 5'I P.UCTURAL PNNR gd AS PER TABLE 3 B 2p Unless otcapi baled,all franiinD and elomerral wood mateml to be Jt? BTR CEILING SHEATHING.WFCM!-_SBC 3) Tabulated 4 inch D r, nail spacing assumes sheathing to rafter l loss ffammq members with 6>0 49 For ❑euglas Fir A) Deckled,to have blackleg at 8'Doc. CEILING SHL..ATHING. framing members with 042<G<043,the nail spacing shall be reduced to 3 inches o.0 Ln 3).Floors,walls,ruikngs antl rafters t he spaced at 15 orches o c unless listed 5) A minimum of 10 inch dashing shall be ile.berweeb To bruldrng and leoper NAIL NAIL etmnmse La wifter-stenadlDbbadirnj1/2"the bmdwith washers and nuts JO NTDEscRPnoN OTY _I SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed GYPSUM I' O C LDGE - -- - - -- -T I -NFHERME -- - 4) Unless otherwise rioted,alibeannywa'(headers to by 1211xiDN2i8TR Doug Fm. PJALLBOARN 5d f',1ODL(_RSi 10'OC FIELD SI-IEATHING LOCATION ANPANELAEDGEE SUPPORTS IN L SPACING TIE PANEL FIRD NOTES W Blanc,wall headers to have l2)MSI,crude and(2)hall length studs on each Side of all 6) Concrete piers shall be a mmrmum Is above grads WALL s..HFATI'IiNG: S@E NOTES:1,3(80TI-I FIELDSI� openings.LVL hearers t.have(3)lack crude antl(2)all length studs on each side of SHEATHING opereems.Bearing wall window sills shall also have(2)wrrdow sill plates`or axil wall T) All)olsrs m be Supported with hear.,and anchors Each Joist shall also be anchored - 4 EDGE ZONE ed COMMON Ia 6"O C Rd COMMON 11 12"O f, .,,rums be,ween 4'1 and 6V and 2x.6 wall uprair,between E'11 and be Provide fire to girder(a) .JOINT DESCRIPTION( NAIL I NAIL NOTE 2 FOR PANEL FIELD (' and blocking where apphrande 011' _� SPAI;ING IN I ERIOR ZONE _16,100101,UPI @ 6"Go 8tl COMMOIJ @ 12"Go SFE NOI 0) Covered Rooia shall on assembled and anchored the same manner as a Typical built, STRUCTURAL r16 P fid COMNIOIJ - EP.TABLE 3 9 ....... m+v S) All hbma,hout to mmmucegfoad avydm+ PLUMBING NOTES nil"Gs6 Bit row. 3 FC EDCE NOTES /yeMnieed hangers and PANELS _W arr4mrs where appkcablr In all ronnec6ng Tars, _ Id Uovble up fi.nrlmsrs under walrs That run parallel to the flocrlorel and under bathtubs 11 All weir supply,drainage and venting m he mslalled as per N Y S Resldemml I'LVNrOOD fi' C FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTION ED IN SCHEDULE NOTES ONLY Q Floors t bave ceaarmr,Wo Installed shall be vari5ed for propel land capably Draw;"Well Conslrur.4on Code_ GYPSUM 9t COOLERS ." O C EDGE IJ For wall sheathing wilbin 4 fee:nl the corners,Ina A fool edge zone allacmmmnt oqunomenls shall � W Do plans WALLBOARD 10"O.0 FIELD be used 2)uadrysapticaylremwith the Engineer for sundkCrmnry4*+anhDepadn,anlapprcval TL._OORSHFATHING: / r'maWr.bled,, lbnd Ooor aisle al A'0 o a Use solid blackout,Door accts 2) 1 adulated 12 inch o c.nail spacing assumes nail sees attached to stat framing firsh I St with IBJ 1 4 ,inq m 1I i undo all beano walls :3) RwAlstudsplales rnlaladplaare cm pat rotect a ibsiallahort for any plumbing Brief,sellIt work, NAIL NAIL G>049 For framing members wi[M1 042<G<,IM1e nail spacings shall be reduced to flinch sec q ICJINT DESCRIPTION p,nmrla adequate Torsi ng ova plains Is pnxecl and secure Ili[slrudurr VciiP/wtlh to DrY SPACING _ IE) T'rwis i,,,ARon hall eS at save Deals between rallem.Install draft bl seeing as stale code and manutctreh recommendation far mane um h ole srze and spacing pebraed soI2UCTURAL PANELS ,OC EOGs 3) For exiednpane siding,oalvinized box nadsshallbe permiLttl to be subslihded forme on nmk ed coMMON accord HVAC SYSTEM NOTES 1'UR LESS G.c FIELD �^� 9) Unless oterw ce noted all roofs and walls mhave s mnmun 112' mink slyly Fir 1) Machan cal subcenlraetr sresponsble for adheann9 to all aPPl'cable codesa ad"rely NOTES: � �� LEGEND. � �1 i CDR axle for simulated Gradin p ywood Plywood to ream over plates and Leaders requrtemenis YYY��� IE�G....G h� F/ rHCSL HOLESilRC ONLY TO HE REFERRED TO IF Ll) Unlash PL400 a nota use 3l4"law TdG HTS Pu of Aished e pry I sublloor 2) HVAC subcontractor Is to fully roortlinate all system data coil rtguuemenls with the MENTIONED IV SCHEDULE NOTES ONLY NEW W.4_L5 adhered with PL4fle adhesive,and screwed to Ooorr loiSls Rnishetlflmrtn be installed equipment supplier ( ersubfl D,ros pin'manuladinnS urawmnrrs I) Nd 6'encmremrnts paneled a wallll shmaui9 EY.ISTING WALLS G4 C HVAC subcontractor anal provide anal system layout drawing and submit u m the General naileddfi"on center r the papal edge If wall sheathing I I) All had eve t wells m have 1/2"Ihick mors) ,beat,.]throthorkthen Calarts of walls and Cenlrectr and owner fit final review and eppmval smiled 3°nD-senting one parol nt,a to ehlel.highm WALLS TO BE REMOVED L — i ceilings antl over Furnace In have SrA"IlRck type-x sheeowlr All other pails nFbudtl,nq - - -- - - shear capecilies,nading requiremenlalorsrrucuaal Is have Enabler,J2-ahemrDd, All pit,to be raced and finished. ELECTRICAL NOTES: membc,shall be modeled,Dr altemale mnner:ora - - such asarder plains,shall be aced to matatrn load path 12) All roof with a pilot lest than 412 snail be installed wtlh an Toe 5 Ware bcrmer at 1).At elertncnl to be installed as per N V S Residential Conekuden Code _ approved equal.Fla roofs Hall be applied wilb a Fibmglas base sheet with am EPDM 2) When ixa l sheathing IS continuous over connected mrrh flown type matenal over 2) All electrical wad.shall be approved by a qtr aided Daniel der firefiffien,dhe labuloled number of at 11111,11 be pennmed to be reduced Io, -cod nail per foot 110 13) All sill plates and wood in entail with ro.arere to he prassu ra rmatnl SI plates to 3) Install 6meke JeteUms antl Carbon MmexiJe Je&blurs throughout as Tel section R317 To insmlled wtlh a tam sill gasket and nipd-lex tai shield or approved equal of N V 6 Retrenched C.bcimmmn Code Til U L a z z a r J o = N y a r LU tl- O 10z Z W Q Q FIa W C9 Q K 4 u U o LU _ � � ¢I - - u' o' o" 4 v - _ II C? zl CD < - - - - - - - - c do �PVi IT,• I� �� FILIII �I - - - - - - - - - - - - - - - - - - - - - - - - - o v, 0 � • F N N M d y GANAGF IAl I F11 nwF 5'• 12''��– 3•-9" 'aEFI dnuri e O In _ILI N - �ru,F r� unI' _ROOF Lz_ - o cn IlimU e.„Lr nF. VC �t= I Fill - DFC K All weu'. „III= �all�la m �_,Fr,",r dFFN � w r, F! I FF— FF F - r ABIC VE a SIOCAGF ROOM � 9 om hP4E7 N-' vin FF I,IILIF . Fill: o Li z CO U rrFlhJ w L" 16+1�1��1.I MF"nrlru _ IFFI�1� � g ✓ HiF,I ,T FnnJFnuuri L IIIr m, Flour lo ct a _ e 1S1 FLOOR PLAN owl 5 2004 v /�I�� �VDI�IElVWi a ]L e ui va � m zea W U ! Q 2X-0" — - T—o., O Z _. - it U-1 LL o I I � ❑ � I pppO - -- III ❑ � a D PJ nu. -mEur � u' m Ti'PF INAIR11,.R l N 1 N o� !'.1'IIII�, nR� Li 4C � I I - - i � l III y � . SNL . �- I_�JOR 1- I-_HN !'-; � ,1 11� ®m ov m oiwux MEI`IDIVPE7`kwwwwuo� a Q Iini EXPOSURE £ATAGORY: S a MEAN ROOF HEIGHT: 22'-9" _I ? ED CI[ = 'ANW ni111RF �rAl nruEN6nmER nrSrnIVnory GLAZ[IVG urvll naEA Imry uP Mltt D.P _ _ m ' NNn R DN. UNITDI' NDIE3 91 SF iF .O. mwEs p 0 m ' _ 2 nIVGERlI]V Lt91u DdL.HNUG ]9 ICS 6 3(I 35 5ll pSEDESIDn�PRE5511koUPGR4DEhIDOFLIUMEETCODE11FQ01RNNFNTS E I� Q — a °p< U FII nNDER¢N cVVlt 6MT. ') 95 3p ]R — _ of a �n A ANDFIiSEN P56 rSIIDING DDDR 324 ql[ —1 ,0 — qE USE DESIGN PRESSURE UPGRADE MODO I O INECI'CODE RE IRF.MENTS Al „f O uj 'Z vii# IVB `IFIF _ WAND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r a a ".c. JP A LL OPEHIII PI JIEC hull )FI'D V II '-)ND WIND i.UETs 1 � U-/ � U VAEPAIJM MEAN RLO)F HEIF,IIT �u'1 H z I-U M IJLIIPIF °�Er1IOPI AS;EMB LY /n" INICV BOITS n OF, Q 1.- �1 I I I I � U - LSI _ n N ,Q _ _ CL Do `• O � Do SHU rTEP ASSEMBLY 4 M FuR PANEL SPANS M ^' OR WIDER SPAN (0V' EM' APA SPAN-PA 4S4Z SHFAII-IINO GR PLYWOOD {��: (OVERLAP AROUND OPENINGS 4 i Iii I°I 0 � I I N yp �eA STRl1G -RAINS li h i .,SSEMB LY 1). PRE ASSEM'1LE PIYWOOD TU ?%PF, 'H 10 (wj WASHEP9) CALVINILFO GH _IAIIII_GS STEEL WUUD SCREW (01I-' Uu _ 2). ATTAc.l 111 la STIlUC ruPAL PANEL I w B1JIIDIN,, WE/ hI n a #10 (w/' Wi-I-ERS) rA VIIJI«U OR -PINLf » PIEFI_ `' -�� 4 O ROOF LAYOUT wood scREw ca 1c oc. o > u, Lu ALTERNATIVE FASTNER FOC SHU fTER TO EUILUIIJG 1- Z ' /ISO TEE DIF Ar1-1 0 to HLrIc. >ti, 1/IO ( w/ w,esHFR;) 0 n oJAr HI.!E NOI r c )z" O.c_ 0 cp PI: I1.IF I q ,IIFRI, 11 c UTTCR Sn cEMCI LY AlN I �FNI � n rr^ U TI 11 rr�]p •• ".� 1 FL. h IF FII nl �• R ..T nF r IE o-mle -- U^ Pn Irl Al AN' IT , " 0 (NIDE EPAN L-/a2LA SIPAIJ RIVED 4t/24 °IIEAIHINC GRADF PLYWOOD 9 _ [OVERLAP ff TJNG GI INI,v ,S ) 3 E' 'LL AS NIH L7_ 9 Ulll I IHold uuw, Al PP `.TU Il PIAL P PIFI I TFII 10 LIIIIDI^IP "' rr w CmF Flnrr r pl SIL Cn/ WASHFP ) CAL INI ED OF EAINI ESS STEEL [a.7 r� � lI OI DI . I I X1000 CRLw c 16 0C CJ FPFN FF- IR m'P /+' II`ATHPIo �� rr.P,p n IIm I' ;I IPF) �� UNFENIFE I� AL FERN ATNF FH.rNER FOR SHUTTER 10 EUIWIIIG - - IEE HUS ArrncHE❑ G BLDG g1c ( w; w HER„ Niurw rxrFlOE WAIT � ,t�Iro� rAl STOPAGE I A Full' �UACHu,IE eaLl l 1z' o r, p IFPS, G LIPt I l l l r.ut, HE lur u/' �I ' - -e-GIIITFP Jlll ALLERNATIVE FOR OPENING PRO CTION • , : .. -_ AFAP I E 1609 1 4 Pi ' TORooI h II'UL7H' E TER F ul' t SUN hA, �iIInU FL .'c, _ Er HEDGLF Fow woos LTRurruRAL Paa Els FASTNER�L SPAN 2 EGET PANEL 4 FLET a PANEL If>FRT PANEL IT r� 'bell F 'p' fill- - I YPE 2 FEET SPAN - I FEFT SPAN<6 FFFT SPAN�.^, -FET i " -I,IIryU FSFFIIE WAIT T 'I ill WNL r,nl�Ilb `- P 2-112"#6 - - FF ;IOC I III 1 'RRII F WOOD SCREWS qd 16 12 U - I� nvn vpaul; dtiRRIFF y �IF �I2-112-0d _J WOOU SCREWS 1G 15 i6�- 2 �" tiFluu WOOD SThJC TL1PAL FAIIELS WITH A NIIHIMUM IHIr MESS OF 7/16" AND MAIM ITV PANEL SPAN OF G FEET SHALL BE PFRINIr-Ffl FOR OPENING PROM S hull IN L- - - _ -. - - ONE- AN TWO- STORY BIIIL _ C NGS PAPLLS ;-IAL B - - -I_- �� - OF'LIINIC ,UWITH ATTACIIVENHARDWARE PBJVIDED- 'REMIT TO CDVEP GL?ZED FI,IIII Ind - IG'Eh -, Tu Su:. Il�1111FUN1.4, ILCaE 5 AIID lF6 ' 160114) 1 r.v-nw ' o � LEO rzunF .n MSEC TION " — A SEC Cl � N — d3 L ¢��;AMENDMENTJ, I — a