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Home My WebLink About27010-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27949 Date: 09/17/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 175 THE CROSS WAY EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 8, 2000 pursuant to which Building Permit No. 27010-Z dated JANUARY 10, 2001 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to SCHEMBRI HOMES INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0174 09/12/01 ELECTRICAL CERTIFICATE NO. H 072617 08/29/01 PLUMBERS CERTIFICATION DATED 09/13/01 BERTSAND PLUMBING & HEAT 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. 27010 Z Date JANUARY 10, 2001 Permission is hereby granted to: HENRY CORP KING (SCHEMBRI) 801 SOUTH GRAND AVE-10 FL LOS ANGELES, CA 90017 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR. at premises located at 175 THE CROSS WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 014 pursuant to application dated NOVEMBER 8 , 2000 and approved by the Building Inspector. Fee $ 636 . 80 Autho ed Signifture ORIGINAL Rev. 2/19/98 Form No. 6 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1.802 APPLICATION FOR,CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted 'to the building inspector with the following: 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 buildingf 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 use 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 a.consent to inspect signed by the applicant. If a Certificate of Occgpancy 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 Buildine - $100.00 3. Copy of Certificate of Occupancy - 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential- $1 .00, Commercial $15.00 :Date ...0. . !. . . . . ... .. .. . . .. . . .. . . . . New Construction.. ..... . .'..' Old Or Pre --e�xis/t�iugg, Building. .. .. . .. . . .. .,....-. . Location of Property.... :1 .1. .... ..`:.�L r. .�ai�1. .. . .. .. .... q 6. 1 . . .. .... House No. Stre Hamlet � Onwer or. Owners of Property.. . .. . . . . .a. . .:: .... . . ... . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . County Tax Mag No 1000, Section. ... B1ock. . . . . . . . . .Lotj . . . . . . . . . . . . . . . . . . d—VO. . Subdivision. . .� �:�.lSrt.Y(�. .Filed Map. . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . Permit No. . .: . .4��.. .. . .Date Of Permit. .11. . 4A . . .... .Applicant. . . 6 4q- 40 . . . . . . : . . .?.L . . . .. ...Underwriters Approval. . . . . . . . . . . . . Health Dept, Approval. �P Planning Board Approval.. . . . ... . . .. . . . .. .. . . . .. Request for: Temporary Certificate. .. . . . . . . . . Final Certicat . . . . . Fee qubmittede $. .. .�. . . . . . . . . ... . . . . .: 1Q _ : . . . . . . . . .. . . . . . .:. . . .:. . . . . . . . ... . . . . . . . . . . . . . _ i I STATE OF NEW YORK ) ) ss.: COUNTY OF SUFFOLK ) being duly sworn, deposes and says: That deponent is over the age of 18 years, and resides at That on the O da of / ✓ Y , deponent, being the w architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCR . Engineer Swam to before me this 261520 ARC, day of tib' Notary Public °meq ° OF FIARENCE RENZI Notary Public bli491 tof New York No.Qualified in Suffolk County Commission Expires January 11�w cc: applicant , to 'd Wd 8£ , z0 6661-11 -OEQ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/08/00 Receipt#: 2548 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 3033 Total Paid: $10.00 Name: Schembri, Homes Inc 30-2-29 Po Box 163 Wading River, NY 11792 Clerk ID: LES Internal ID:19681 s�os�FFot�-�oG s� Town {fall, 53095 Main Road N x Fax(516)765-1823 P. O. Box 1179 �� Telephone(516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE:September 13 , 2001 Building Permit No. 27010 Owner: (please print) Plumber: Bertsand Plumbing & Heating, Inc. nt- (please pri ) I certify that the solder used in the water supply system contains less than 2/' 0 of 1% lead. (Plumbers Signature) Sworn to before me this 13th day of September U 2001 Notary Public, Suffolk County ELEEN M.ROACHE ft"Pubic,State of New Yak No.4826942 Qualified in Suffolk County CoeMr"on Expires January 31,20,0,7 17 THE NEW YORK BOARD 8083438 E#UREAtt.t�°F Ef.�CT,R CIT�I , 40 FULTON$140T, NEaIY. AUGUST 29,2001 121430172b ° b {"°g b�rts Application'No. on file 01 THIS CERTIFIES THAT PERMIT NQ- 270 0 only the electrical egaipr cent as described below and introduced by the applicant n4M0d'an the 4ot!e 4pplkoon"Ap- 77, " SCHEMBRI HOMES, 175 THE CROSSWAY, EAST MARION, NY in the following location; FKIJIM ement ® lst FG Znd Fl. { A I>rc3T ry AUGUST 28 2002 otR,:srl io bele tk the Nle . was examined on E ands i e a Kms. 11C , OUTLETS RECEPTACLES SWITCHES FIXTURES � nuasaiii auoREacE►a' 23TNEIE AMt:. 34 64 37 34 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS $PMAi 0 TIEIE CtQCKS T , AMT. K.W. on ►. GAS H.P AMT. w8. A.w.a. AML 2 2 SERVICE DISCONNECT ' No.OF S E C.. METER `AMT. - AMP. TYPE Ea17►►. 1 0 2W. 1 0 OW 0 3W 3 0.4W 'OPcf.• 0F ►' y?�t `„..» u w ` 1 20 CB 1X 1401 � OTHER APPARATUS. Cat DETECTOR— PADDLE PAN-1 G.E C.I:-4 . SMOKE DETECTOR:-7 { $ q §a n d GEORGE GEDNEY � TOS' GUN ELECTRIC � �P O BOX 1464s SOUTHOLD, NY, 11971 ' TMi f h tlpt i alt�nd 1p any eTtannar,tattltn t,ti tt1�ofRCo of F BUILDING DEPT. ,.---`*SPECTION V(FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY AAR S: ,DATE 0 INSPECT ,0*, 02� 70/0� 765-1802 BUILDING DEPT. INSPECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPL CHIMNEY REMARKS: LOOF DATE INSPECTOR i i 1 -/► i BUILDING DEPT. 1INSPECTION'% �,,. FOUNDATION IST ROUGH P • . • .. INSU F MING FINAL i -- r_��-� / M' AfA14026 i r suauiNc DE". INSPECTION [ ] FOUNDATION IST 6: [ ROUGH PLBG. [ FOWIDATION 2ND [ ] INSULATION F MING [ ] FINAL [ FIREPLACE & CHIMNEY Ole- REMARKS: ,DATE INSPECTO r 765-1802 BUILDING DEP'T. INSPECTION FOUNDATION IST RO PLBG. FOUNDATION2ND NSULATION FRAMING FINAL FIREPLACE & CHIMNEY MAE. PATE 1 / M-isoz BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND � [ INSULATION [ ] FRAMING [ ] FINAL [ J FIREPL & CHIMNEY REMARKS ,DATE � O INSPECTOR -70 AO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] IN CATION [ ] FRAMING [ INAL [ ] FIREPLA E & CNIM EY / 1 REMARKS lam/ 61/ DATE � CY INSPECTO f �, FIELD,INSPRCTION REPORT DATE CS Sv =_ ---_- iF _ _ 0 II U H FOUNDATION ( I i � rr u i �- FOUNDATION cn ---- — ------- ------------------------------- ,t•� II � lJ7 .-- ROUGH FRAME PLUMBING �-- jr II II 11 INSULATION PER N. Y. it e STATE ENERGY u fl CODE II I� N u u II jj J II jl . H FINAL �II ISI— H xxaa=sass=axxsssxxs=xasx=�axss=xxs�axxsa=�ssx=xseaxxxxx=xaesxxxs=sx-x�xssaxxsasxsxxsss=v= O ADDITIONAL COMMENTS: --xxx- -__-------- n ---=eaxx=x==----='-''xs -xx--�=="---------------==---s------- . G1 O A d� ea y G H I O Q' r � — — - - _ 90 o r T Applicant I)ate O vncrs MUM Reviewcd Architect F Illecr: _ SA jp [)atc I subilimcd DIS » — I)isUiclcl. 10(JO Sl'CIIU11 3D 131uc1. I'rolccl �S o Subdivision "— � - - -- — N a n l c L��{ 4c,�, J"', ON lntglc �� scparalr Required cerlilicalloll (Yes/ No) Rcy Rcy /anuic I)uuia�/'`� I I.ol srzc �! rUvo Acwal Req / Rcq7 S Rcq (Prom Yard �' ✓P7s roposcd: Y�O J (Side Yard Proposed J (Rear Yard -2�f- ✓I'ropo;cd Project Description: AGENCUERMITS Permit REQUIRED FOR REVIEW N.A. NO YES/ Number Suffolk County Health Dept. (0 —Old—O/7�G New York State D. E. C. 1 Town Trustees Town Zoning Board approval: / Town Planning Board approval: ✓ Flood Plane Elevation ??? Flood Zone:ND— •.G . to •: Rix...,-,u I g I o 1 Y 3 /g y PC SZi//o AV / 5 0 BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . .. . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . . . . . . . . . . . . . . Examined. ....7..... 20. ql MAIL TO: . . . . . . . . . . . . . . . . . . . . Approv . <..f..... �/ Permit No. . ��.�.... ............. . . . .... ... .. ... ... . . . . Disapped a/c .. .... ............................ ................ .... .. . . ... .. . . . . . . . . . ...... ............................................., (Building •nspector ,... � -� APPLICATION FOR BUILDING PERMIT. i �' Date. .! . i.'e, Noll INSTRUCTIONS L.___. a_ 'M is application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 cannenced 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 JW. l or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordi lding housing code, and regulations, and to admit authorized inspectors on premises and in build' ssary s ti ................. ................................ ... (Signature of cant, or nage f a co ratioon)) /W ... ..W1.71-4 (Mailing address of icant) State whether applicant ' owrte ssee agent, architect; engineer, general contractor, electrician, plumber o ilde, bu . . ...... .. . .......... ............. ............ .................................... ..... . . . . . .. .... Name of owner of premises ....... ..... ,� ..................................... . .. . .. . . . . . . . (as on the tax roll or latest deed) If applic is co on, Cure of duly authorized officer. (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... J `-] Electricians License No. ..................... Other Trade's License No. .................... 1. Location of 1 on which proposed work will be done..... ............... ................ .. /.'........................................................... .. . ... ....... House Number Street?? Hamel t I County Tax Map No. 1 Sect' n l::....... Block ................ Lot ........... Subdivision ...Xe.4, Z_� ............. Filed Map No. .... Lot .. ..... 3 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .............. ................ ................................. ..... .. . b. Intended use and occupancy ...........�� ...�........ ..................................... JOB No. 00-40 TAX I.D. No. 1000-30-02-14 LOT 41 LOT 42 LOT 43 LOT 44 OCC RES PW VACANT VACANT VACANT 97.6 97.3 THE CROSS WAY [ 60' EDGE OF PVMT —' — R=20.00' N 83027'45"E 77.73' L=29.16' 96.6 �y 96.4�t TIE 115.89' 0 �A m �m <P LOT 12 Q LOT 14 OCC RES PW Z VACANT �' G) v� \ SEP�1C D 1.5 515 OpOSEO NOTE P� �FPM0 11 TEST HOLES ON FILE MAP SHOW CLAY AND SAND EAST OF SUBJECT LOT 21 LEACHING POOLS MUST BE BACKFILLED N WITH CLEAN SAND AND GRAVEL IN N ACCORDANCE WITH SUFFOLK COUNTY NF��g18 HEALTH DEPT.STANDARDS. . �` V SUFFOLK COUNTY DEPARTMENT OF H LTH SERVICES N PERMIT FOR APPROVAL OF COi��TRU TION FOR A SINGLE FAMILY rEvIvF:hCE O!^ ?.,'If DATE�C��t1.5. F EF. No. � � �-^F- itPPPOVE _ FOR fll%xih9un OF�- rmoo S EXPIRES THREE YEARS FROM DATE OF AP ROVAL _ 96.0 96.6 ` S 83027'42"W 77.73' ti- r ELEV IN ASSUMED DATUM FILE Nt40 No%266 6/11/75 Unauthorized alteration or addition to this document is a violation of Section 7209 of the Nev York state education Law. SURVEY O F: Certifications indicated hereon shall run only to the person for whom it is prepared LOT 13 and on his behalf to the Title Company,Governmental Agency and Lending Institution listed hereon,and to the assignees of the lending institutions or MAP OF PEBBLE BEACH FARMS subsequent owners. Copies of this document not bearing the professional's inked seal or embossed EAST MARION TOWN OF SOUTHOLD seal shall not be considered a valid true copy. r The offsets[or dimensions I shown hereon from structures to the property lines are for a specific purpose and use and therefore are no:intended to guide the erection of SUFFOLK COUNTY NEW YO R K fences,retaining walls,pools,planting areas,addition to buildings or any other r construction. The wastence of right of ways and/or easements of record,if any,not shown are SURVEY DATE: 6/29/00 SCALE: 1"=40' not guaranteed. CERTIFIED ONLY TO: ,gyp SCHEMBRI HOMES •�4� 0 DESTIN G.GRAF sTI♦'r' °RAF LAND SURVEYOR 73 Woodlawn Road a Rocky Point, N.Y. 11778 By DESTIN G. GRAF N.Y.S. LIC No. 50067 ,p S 5 516-821-3442 sS10 A �� o JOB No. 00-40 _ TAX I.D. No. 1000-30-02-14 'c''OUTPOI_D LOT 41 LOT 42 LOT 43 THE CROSS WAY [ 60' 1 EDGE OF PVMT - R=20.00' N 83027'45"E 77.73' L=29.16' TIE 115.89' M TO r LOT 12 0 LOT 14 73.9' z 104 p3 15� m /2 20 ,OZ V. N m 20 0 0 1 J Z o NC FOVNpp C\ON rn �O S- 12 12 � N =.s N S 83027'42"W 77.73' FILE MAP No. 6266 6/11/75 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. SURVEY OF: Certifications indicated hereon shall run only to the person for whom it is prepared LOT 13 and on his behalf to the Title Company,Governmental Agency and Lending Institution listed hereon,and to the assignees of the lending institutions or MAP OF PEBBLE BEACH FARMS subsequent owners. Copies of this document not bearing the professional's inked seal or embossed seal Shall not be considered a valid true copy. EAST MARION, TOWN OF SOUTHOLD The offsets[or dimensions I shown hereon from structures to the property lines are for a specific ingrpose and s, and thereforeareas are not intended toside the erection of SUFFOLK COUNTY, NEW YO R K fences,retaining walls, Is,planting areas,addition to buildings or an other construction. The existence of right of ways and/or easements of record,if any,not shown are not guaranteed SURVEY DATE: 02/01/01 SCALE: 1"=40' CERTIFIED ONLY T0: SCHEMBRI HOMESBAF �f- DESTfN.G.GRAF LAND SURVEYOR { ., 5 73 Woodlawn Road �o Eti S kosooeT Rocky-Point, N.Y. 11778 By DESTIN G. GRAF N.Y.S. LIC No. 50067 'O 516=82-1-3442 4 JOB No. 00-40 TAX I.D. No. 1000-30-02-14 LOT 41 LOT 42 LOT 43 THE CROSS WAY [ 60' EDGE OF PVMT — R=20.00 N 83°27'45"E 77.73' L--29.16' \ TIE 115.69' N\ LOT 14 73.9 LOT 12 Z P000 D ea 2 ,A e o 2 1.1 tP - o o zoo 1J � m N UFF+SLK -MUNTY DEPAR t HEALTH SERVICES AP4';.?E?A�JAL�TOF:^_(y?�,i},Tr-.:,iC. ?4�4r1GT/2.TCi FOR yp AJIIV�sLR h!lel Y i*,iNCE 01 i D•�te�` _..14.S.Its T�'�., -_ D 00 –,tr S'I ty f�c't'-i-, Pt:his tocallon have bcen in-tp .'.tt'..t i.C;�:'Ci.r 1 1.:.L t.this T 'i E1'ifi.Cl',i 1,cr age.-,cies and found to bcsatis`:c. .yFUR � ' f f''"ti�Cv: �:' RGOMS. - THE LOCATION OF WELLS,WATER ERVICE -" --= LINES, SEPTIC TANKS AND CES POOLStL SHOWN HEREON ME FIELD 0 SERVA- W"cc of 4`aW,r s^ �`�a:)ZW'"'r M `� anent TIONS AND OR DATA OBTAINS ' OTHERS. S 83027'42"W 77.73' Unauthorized alteration or addition to this document is a violation of Section 7208 FILE MAP No.6266 6/11!75 of the New York State Education Law. SURVEY O F: Certifications indicated hereon shall run only to the person for whom it is prepared LOT 13 and on his behalf to the Title Company,Governmental Agency and Lending Instilutien listed hereon,and to the assigns"of the landing institutions,,r subsequent owners. MAP OF PEBBLE BEACH FARMS not seal ll not be Mredabearing dtruthe professional's inked sea]orembossed EAST MARION, TOWN OF SOUTHOLD seal shall not be considered a valid true copy. The offsets(or dimensions I shown hereon from structures to the property lines are for a specific purpose and use and therefore are not Intended to guide the erection of fences,retaining walls,pools,planting areas,addition to buildings or any other SUFFOLK COUNTY, NEW YORK construction. The not guaranteedfnghtofwaysend/oreasemer�ofrecord,Hany,notshavnare SURVEY DATE: 6/5/01 SCALE: 1"-40' CERTIFIED ONLY TO: SCHEMBRI HOMES �r- Etv Y°9 DESTIN G.GRAF g DESTIN .GRAF LAND SURVEYOR cc ° 73 Woodlawn Road N _ Q Rocky Point, N.Y. 11778 By DESTIN G. GRAF N.Y.S. LIC No.5006 Etta #05'OE1d► 516-821-3442 - REVISIONS BY -- . 71PI CAU P.WMG GAB cmr, *'o am . . l4 *# a � ,:. I *."YG(.,, c� a t f3"O c,,. . I I -1-1-- /, '�, ALT&WA " " �F COUP TUS e " t t .U�IEIEfq TIFICATION 11 ,, ,� �" 0 ' �I GAf ON LEAD CO ENT BEFORE F I I /I \ -, CERTIFICATE OCCUPANCY I* k t � 1 . $OLDER U !N WATER �) t ' . Y M CANNOT . - �,,.� SUPPLY S - - I.- EXGEED 2j F 1% LEAD. - 07 .1� , • ..._�.- ._.-.__.-..__..._. ...- .__..._- ff' ---f! - I -I. , ...Y..NIWWIIR! 1 ,- - _ _ .. 11 11 I 17] . ....".A I: io�� . '.� Ii . . 12 } .,,-'I I Ir � I - 1 L j ;: - } f j1 I .1 I1 9 - <` OM MOKE-DETECTING PROVIDE OPENINGS F R . 11 11. 11 I . I r. � 4 . 9I � 4vs. �- . +:`I IN - I 1. 0 L4 11 RM DEVICES EMERGENCY ESCAPE S :.�..�.II . "...�.. ,� - , REOt1IRED BY PART. 11 OF . N.Y$ UILDING CODE. N.Y STATE BUILDING C E. - � .N.n... :r..... .wlrpr.�.�w11c - - . . I I � - - .- I � ; I I CCUPANCY'DR . PLUMBINGi � tt�t. I_�.:� ': --__ . . us .Is UN .#iMs1�16 . , __ _ _..�-......._ EE _ _.._� _..__ __.- , � •___ - . . .,� •�----� ..,�. _ }0 NO PROCEED WITH ES N �,, I ' ' S'I' tG BEFORE COVER NG , FRAMI G UNTIL SURVE Q I . . - urMNGY FOU DATION LOCATION s . Iri 11 . - .- . - HAS EEN APPROVED. rw:. �. 'i'H E RM F�� t -1 II I ! � il 3F _ �E S TO PART. 902.0(Kj z v sl ` ��• . . - i f i .- _ a PPRO D AS NOTE " .. . i � - . I -1 (n I _.,. _ _ - - • I. wa .it. aj 0 I Q - ----. _ _ , . .. . _ _ . . i 2 _ TED SEPARATION FY BUILDING DEPART y 765-1802 9' AM TO 4 PM FOR E • O IX7-][ 1W SART• � � FOLLOWING INSPECTIONS: . I;Z<D]NOr. IEZ .� I Wi ,' STA'G'E BUILDING Com• 1. FOUNDATION - TWO REQUIRED _�' - FOR POURED CONCRETE - 2 ROUGH - FRAMING & PLUMBING CC . cc ; & INSULATION ; W m -- •` - '• .. I 4. FINAL - CONSTRUCTION MUST 0 . .S . , �""' � /)/ .Loor IrBE COMPLETE FOR C.O. ; — ,t,j ALL CONSTRUCTION SHALL MEET �, �' THE REQUIREMENTS OF THE N.Y. f� - ------ - I ' I STATE CONSTRUCTION S ENERGY 2 0 I 9",`� x� ' CODES. NOT RESPONSIBLE FOR Edi V 4rCo '' 42031to" "•f� DESIGN OR CONSTRUCTION ERRORS ~ �� I. - I � z Y. \1' . - — I . .1 ow� 11;.��12. ' � I/ — ez 1'^��j III' - {i ---N � A � -014 6 ! I z L041 ___—-- ./I , � __ I I ,uk W1 34 '��_01111 , . � ". ", -,,vw . I - I . I 1. I � � _� I . .0 . - I �� .. , — I � I)-%v I ) _� '' - — — . I I ."je . � I . ' I ". '. I i � D . I 0; / j �� 4 .. 0 I- s `� d c�'- ..'* . .iwMw..M.�s .wirMl.w�__.*nJ�M•�nw� ,�r,4c. a...,..a.r.,.,,, .....,rn..•!e +...a....ne. �...ea. .,+.rwfw ...p.r w 'UM�.�+l,�,iF _ 9Yi1,.;9•M.. .r.•r..+W+4'- _I 11 - i . '` . '41 y 11 ' _ ,f/�, �� aFP '+ _ - , 1 i 7(I VVV . L r �t-.^f- - •y.�q,.- ,.ydiiw.w,- �.wr• ..r:..�+� awrwrlis tlm.cw-r .wr'-*la4 _ - .• .. ... .'� 'T . � 0 r7 - `, `K, t N cop - �" ",""` 11 . I / ' - ` ' Aar t :_ \ I " ' , I :, - # E''3 - _.. , ' x � stem•piping shat)be _ h Q - , ta-'�"r-F- -et +o# es K or L o+�l 4 ..:.�. tYP w If I �"'. � Y I Ir I ,. � - - . ) _ _ - - " . : ..rz .11 - I . 11 15A ! $IV - . ' 000AI ,� , I 01 S."no i owi%4yvx o" I. \� y�y 1 T ii'� S 1� - � _ w 1.�(a "L I - - �; `x, ,,,.r 4z -I .r- I ol � ' ` I � �_. . . �Q . - ,PF - o .�. "- I 10%' 'I , .' � z t .op, � oo __ ' 1- -'`._ I: I . 00 �' - f low 5. �W) .1. N , / 14 _ _ _ , 'rA .. _ : 11 I j, r I ! . 1- .— # ..r �e . 101 7!4i� r3K� 'Mf4� ,It —— I-AS.A. - - 4 - / {j '. 9 _ ... .. :' .. _ u ,. - , I o �. N .1 . i F aPv r �+ !' i ,.,. A _. , . +' { '. I • - - 11 f� �� ! ,,--' - -- - ., - �I �o � I.1�.� -. .- - X11► .. _ - - r _ - .. - .., - h +.rw ' - ..a - .. - I;- 17 .. -4 �—8"sa& _t . . .�. . �' . �-�•- — _ - _1.5, �. 17 . T n.• k ti . 'iP v " - � ... ; % r -"�— I k� s 0 . . ".. . ra . - - _ � ,,, ,., . J�' ", �, ,, ' � I- __:�.. t . 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V, . .� --- -� . ; - � I . I . I - __ - : __ � I /� 1. � �� * I I I I I -, � I%~ == 1.1. � i 21�;I 1:al I . " . - 11 '.1 I .- N �. -. g * (� I- i' J u {t jl�j �yy/,(j� ate • I } 1 f F I Mr•. Y>rwaF 'i- 4.a�-,,,,.,.,m.,•-,- -"'�' ar .- iiio 111111111 .. .. .- >._. .. -- - r-. J . Scale f _+ - - __ 9W -- - -- - ca e ..� �' t,.. -� -_ - ' _ _ - ti5�� ACOBs ? .' ; I •- 7I 'L , �■..' 'C:> .T 1** ]C:> �l W I 'w Drawn '� . ' t __ :I 11]E> "IVI W i . }_ .. . i I t. ; f "1,_� t/ 4 .. .. - �� 10 4 S 151�6 a � � . . k 1� - . .. _ - s_ . - Sheet I I S4'• OF /7.�� `.•,pp Of 3 Sheets �. ___ . __ - __ - � I _____ ___ . _____ - . � . - - - . I I - .- __""_"11_,.__ 24 X 36 PRINTED Oft NO.1000H CLEARPRINT• . . . ... . ...- ... . . REVISIONS BY „a !� t t tt 1 • � CCMP`L1x4CE WITH N.Y. STATE DMIGY CCNSERVATICN CWSTRIXrICN CODE AS AKaWM ., � _ &wFWrIVE MARCH 1 1991—NCN-ELECTRIC ..... ... ......................... •..................••....••..••...............• ••.................... ` .. ..• .... .... ... Part 6-suilding Design by Thermal Rating Method, for 5004•-6000 Degree Days r� (If the total thermal rating is zero (0) or greater# the building envelope C. `' C.. .ccmplie3 with the agove code.) ..................................... ...... ............. = Ccc`ponentArea, SF U Value Thermal Table In..ulation Rating Used to be used 7MIL Roc:/Ceiling Type 105 O _ = Tyl,>e z Net Walls Tyr-* 1 + CAeAFr ` 4" Type z IV I ` �lLA r f 12 2 --116 � _ Skylights MAST9' ...�,.«. .,.. Floors t jp- Exit Doors +�� - ;40 Foundation Walls ,.ms..µ .... .. .. .... wall Perimeter Fr Expcnure above grade FT I`3 ,p rye- I' 1 t', wall U value r a,�" Depth of 0 value ` I + 0-Aw. below y:.. e INCHES Slab on Grade � .f.. �! OAK. s _ Slab Perimeterrt LE F`r Insulation R Valu + - T}I1�2M11L RATING 1060hthe below 1 ist4d sect ior� of - - The building construction shall comply wit i this code regartiiing equipment rand systems, as applicable. 2C3 fi _ - " - f Section ?613.21 Performance of (ivAC ec3uiFcnent Section 7613.20 aril ,r Control of HVAC Systems Section 7613.13 _ � Duct �stLNM ��''` •`'"'�. _ '.'. ,� Section 7813.19 k •.. '""°" j �� !�. tf ventilation systems Section 7813.16 [� .. ..... Insulation of Piping Systema Section 7813.18 Aw Section Service water Heating System and Equipment Section 7613.31 thru r ii t •`" 4 Section 7813.4 t Air lnfiltration of Envelope System .,j . Fireplaces Section 7813.5 t Z 11 t s ! � .� } " To the test of my knowledge, belief and professional judgment, these plans 41=1i"" ' :�.. ( "� are; in compliance with the above identified energy code. I ' �i` _ r R @ 01 �. _ C � UJ - ki 0 - = - T3144/,f IV-09 r i cc 7 o W S 4-, iO` CQ LLJ 15('00 Z 1 04 A .94•� {. ^ (n i 0 AW ca � .� - _ lip Jo ' �� L 5 .. _ .. _ s t tt $. 0 C IL — i C - 104 0 "X101, 1Zt F BEAM [ ► I .DEN- U .._.... T` � .- Q , 1� „� = Z P.4 UJ= W JE 04 0 i I %A Septc-TAE) S"iLES +- applot- .. r I • } !01 r\� j-� ' _ - L V-f 17 VIMG WA W1 Z-1 M "X V`'C 1C &SIS w }E` ) 1 SU L• s Ko J�t �: s r ' - PER I 4� .0ill 40 Jo-4- 14 L4 _. _,,,,, �.. POO Co" FASCA - _ t� �-=� , SbMT VJ/Cct-i i , oaM 044 CD (^ , r w �pT. uALL r. 1VL11kTy 00 , i 0� A- I. ,, v w a:�z PU0 sATtfiBED BEDUJ V.- R-13 1Q %Q C.. 1 4:, r, OX&Tt. V UVJ�C �D�N - 2 '' .. . CH GARAGE 71 x:. Z7 L Nv N/ 41 Sam W) p4Z 40 if � o KITCHEN Oc � � � � W � Xb E �6AefiGg 02 Q 0 I'' . J o --- o 0 - - Z" 7 , 7l it -7 L-7 . Vy S" A410 Fowl[IZI*S, 1"r IF C> C>YZ GM (t))2"x .ri'"'"g ,'r/ ]'�.. �• pate. —1_00 Z Rot? e 1�qo C UY f " "1c) 1 � _ Scale !. 32�.t?� 'C -ARC E. P� t..�C �•�t 1i4 pp. k.) + e f . f�� t A �� ej IACOg1► r.�C3��tG s — r �r 4 t f � f . .. x �4, + ti s �` Draw17 Zy n �., . 4!-4 ' 1 C � CWC-4 P BASEMENTS4 • _ - SU. .v►3! Me'" o �� Job ' s *�: �, -- w. S 151�i f C 2 X/6`r NCL- r,-STS &D CSheet W1 t 2225Ttmm 54 fJ d MWIN � W G� Iw OFI VE., COQC., T-00NIDN771W W NJL(VAJtJ "ZOSOO ft)l ON N Of 3 Sheets 24 X 36 PRINTED ON NO.1000H CLEARPRINT• f �,,.,�.�..,ywr••'•`tnr.....tWl•vu•+vrbw.•ir.•..n.w.uw•.w.+�� .y, .._ •. , ... ..•." ..•.•'''` ..+"'1, .._ ..rte " � , . ..,••r. t„ Posts = Framing Details for Joists and Sills Framing Details for Rafters and Posts I --1 .'- 1-- Fra g � � 2^Bd IN EACH � DOuB�.E ►-1EA.'7E�1-TwC, 2-84 IN EACH 2-6d IN EACH JOIST JOIST CUT TO FIT ' I I I- 2X♦S IZ••z EDGE,a x R A7 RAFTER MIN LAP 4" E?OLT JOIST 801-T SOLE.--i, I STUD I j I ,rte i I FOA OF•ENINGS OVER 1 I FOUR STRAP SILL. SILL. PLATE I 1 1 I 1 ' L..._.-.".-.•. 3'-O"VSE 2.2X6'S► FIRST RAFTER IOd EACH RAFTER TO \ STEEL STRAP _ ____.1 I..'-._ -..J L_.-..-. ..J L_ •i jJAK RAFTER OF PAIR NAILED AFFORDS i STEEL l OR WOOD STOEEL t '�� -.J `�� rWITH TWO NAI S �� \SCAB MORE JORT i{1 (10d F'•OR I"RIDGE � G , j I1.;' .� lT.:lENAI�S , d 164 FOR •2'RIDGE) RE61B- O� JOIST ` TOENAIL•ATTIC " ~/L FLOG � .� •TANGE R tp�EARANGE 1 a 6 NAILER ' _ \ /5FACC04S TER THREE IOat 2-IOd4• __� I. �aTOENAIL ( - I i (SECDND WO 1 I I I 1I 2 1 1 2 x4 NAILERFTERPLATE - ' 1 I I FIRE STOP 1 2 x 4 1 ICING AIS I I I I BRIDGINGI B�O_••'I+G SLOG OF PAIR G '`' FIIJISH 1 2-2 c 4 1 AND HEADER 1 1 AT II ;C I t l I \NAILED • / EACH lWITH ONE / 81 APPROXIMATE THICKNESS TOPPLATE I ( - 10d AND Od TQENAIL SAME AS EXTERIOR SILL '/j" CLEARANCE I I .Oa ONE IOd 'D SILL TO EQUALIZE SHRINKAGE TOENAIL qd ON STEEL ANGLES OOurI E.BALLOON AND QRACED pN LOWER FLANGIE ON WOOD BLOCKING. LAPPED OVER F*ARTITION6 PERPENDICULAR TO JOICiT6 PARTITIONS PARALLEL 't-O J016TEaRAFTER TIEORCOLLAR PLATE WOOD SILLRNER sTuo BEARING tNTERIQR PARTITIONS .-PAR-' Is aSEARwG 6ETwEEN Jolsrs- 01 T \,F ►Od AT STUD WOOD JOISTS t3UPPORTED ON STEEL GIRDERS ♦/ ✓ ; ,,• ;I I Icy a-Ic"'C c Oi Plus oua STUD EACH RAFTER 1 \ i- 1 1.4", w ' _- I ;i c' •^r 1 TWO 6d IN 2_t Od PLY WOOD $4BFLOOR ( STUD �JOIST 1 ( 1 i I RAFTER ENDS EACH JOIST' TOENAIL 1 I ___�___ _ �- I t - _ ---_- I ! PEAK BEVELED RAFTERt-3 BACK IOd TOENAIL EA �- T ,FINISH ____� ___ ' _ L__ _ T_ t-" + �c a e'or_ a 'fO GIRD I i _J L.. -G r -� '" '! ! STp!"aGCFtCO I .• JACK RAFTERS ROOF "'- -- - NOTCHED OVER PLATE O d TOENAIL TO TO GIRDER L ~� +, :GIRDER 6 TO GIRDER a JOIST ' �C: a s Y R STRIP !I PENN FOR 16" C _' Al It•" O C. ?" SOLID I I' TE' b d f0 .EDGE NOTCHED AT O 2 x 4 BLOCKINGS 2:6 BLOCKING 1 �� i I S�4►. SH^'N�•' � I P��` X O NO HANGER J016T� JOIST I � � t. 1 � BRIDGING� � � i j' C�1T A"Vi.Y Y'C I � ,(Y� _ 'a Y A r r I{ ` SHOW NAILp IG �' 0, • TWO a f I O 4 TOP t _ -i •--_- - ___ -_.. I ,�/ \ ID Od NOTCHED BEVELED • PLATE _ _ - ----•. ___ _• - FIVE! RAFTER _ _ __�_-- .._...� r_ _t �\ . r00 16"0 C BEVEI�D RAFTER "1 r-• I ( `2 x 2 I-EDGER RAFTER TYING • ' ' 1 ( FINISI+ cb•: b-C]CKtr. �.Od' + STAGGERED t 3-20d 3-20d l I I FINISH '"-STUD 1 x E? I ' TWO IOd NEAR "".,►( JG • • NEAR FINISH STUD 1 NAILER TO ALL JOIST ^aPAC c PA170�• 'G I 1 TWO IOd TOENAILS EA. JOIST I l TO ALLOW FOR PIF'I TWO 10 8 " EACH ' 3-20d EA.JOIST I I FAI zT:'. ' EACH 610E SIDE NEAR EA JOIST JOISTS NOTCHED I ! ST IN JOIST NOTC -D O R QIR OVER GIRDER 4�1 R R N PARTITION ABOVE NO PARTITION BELOW I*►0 PARTITIpN ABOVE NO PARTITION BELOW • IOIST NOTCHED OVER J NOTCHED OVER GI OE O • . ,EDGER STRIP HIAMQLrR IRON BEARING ONLY ON - -_--- • 42^50 CALLED STIRRUP BEARING ONLY ON LEDGER, LEDGER, NOT ON TOP pARTITIONB PERPENDICULAR TO JOISTS PARTITIONS PARALLEL TO J016T& �' • ALATE • IDT CHINO OVER SEARING L BRIDLE IRON NOT ON TOP OF GIRDER OF GIRDER 2 I IOT RECOMMENDED 1 x 4 BLOG•:Irru f•.ON9Ee>aRING INTERIOR PARTITIONS AT 16" OC. 10/ �IO d TOENAIL ' •• = BOTI-4 STUDS 10 d TOENAIL •:• FLOricOR AFTER NOD© JOISTS T3UPPQRTED ON WOOD GIRDERS - - / r w C SOLE "l.GTE ; •.� •. 501.E PL,A,TE •.• I/9 CLEAR I PARTITION PLATE TWO 200 AT ON ALL I I WOOC \ I * SIDES 2.tO d TOENAILS pLOGKING I �__ I WOO 1; j 2 x 4 1 I 1 1 I 1 2 2 i \ .J WINDOW OPENING ' FIVE IOd TWO IOd STUD END OF EACH �a: I l 7oBNAILS PIECE, EACH •'•a EA. ENO2-2 x 6't I SINE;OTHERS - "j' TWO IOd I EI-2■4's ][�L2x 4'i 3-2 x qi jail 4'i II �4 x6 I 3-2 a�I'i I j-c x 4'c I I`3-2 x 4•• C}C�F't GPENINO ' �TW010d ONE IOd EACH SIDE 'WO 10d EACH END STAGGEREp .fy o. TOENAILS I I !� ' -.1 ' I _, •.lj_ I I -� i i tOR R©110H Or'CNINQ� �N► TO b'•1Mj'WIC TOENAILS TOENAIL ON AND ONE BRACING OF ROOF RAFTERS N ONE SIDE, OTHERS 32 APART NOTCHED EACH SIDE EACH SIDE AT FRONT ARE AT RTANGLES TO JOIST>:3 TAG. 16"APART EACH END ►� RAFTER d • _ , METAL STRAP PROVIDES PLYWOOD SHEATHING WALL FINISH SECURITY 1 d.4.O.0 AND •�• 0 . PLANS OF pUTt31pE CORNERS PLANS OF INTERSECTING PARTITIONS =OUR 6d ADDITIONAL PLL T OVER EACH JOIST STUD • '�' 2 x 4 WALL FRAMING GJMMC7rr.•_ RIDGE BOARD RAFTERS AND CEILING JOISTS NOTCHED OR BEVELED RAFTERS I _ DOUBLE JOIST RAFTER �. ' `�"� f, RESTING ON WALL PLATESJasT RE6TINC3 ON PLATE ,O d TOENAIL - /.� / / / cow -...._. •. Tp POST P�. •, 2 x 2 3 t 3 '�; ' .- � BE;AM ROUt3ER / EA 510E a JOIST / � '•( ` //' HANGER /'TAIL A•MIN. % F,G / 'e, � /� JGI�a7:�. ,..-•,. O83 QRIOC3INGI SOLID BRIDGING ! TWO led „ 2-Bd WO PIECE GIR(�ER THREE PIECE GIRDER 6TBEL BRIDt31N0 1"X 3 OR USED UNDER PARTITIONS ./;� 100 FOR FOUR PIECE GIRDER, ADD SOME HAVE. BUILT-IN LOWER ENOS NOT NAILEQ '"- -' �'.`6( / ' A. CK STAGGERED PLATE r--w� \ �• \` �C')^ A FILLER El1.0 STAGGE E :•; RpER JOINTS ONLY TEETH, NEEDS NO UNTIL FLOORING I$ L•>vED FOR HEAVY LOADING I I /I� i' % IBA C SUPPORTS NAILED WITH 20 d TO THREE PC NAILS STAGGER BOARDS FOR STRINGER AGGER JOINTS EASE OF NAILING 3-2 x 6'i 1 3-2 x 6's /� `^�DOUBLE STRINGER ^/ COMMON RIDGE BOARD T / RAFTER • led 1 \� DOUBLE J015T j 1 i : RAFTER ONE IOd • 6 I RIRSON TO FILLER od 3LOCK THREE fOd FILLER TWO NAILS IN EACH JOIST ARE TO FILLER BLOCK SUFFICIENT IF FULL STORY ABOVE JOISTS HEADER, ETAL WASHERS PLAN ' RIBBON 2 x 6 CORNER WALL FRAMING � ' .. 1 X 4 MIN JOIST STUD � / . '•' . BLOCK 100 OR 1'/;'WIDE • . 16 GA. STEEL JOISTS BEARING ON RIBBON ANCHOR % If d STRAP 6r� 12'O.C. ANCHOR ANCHOR 10 d �, CERAMIC ,d TOENAILS E9oLT BOLT IOd FOR 4 XG BOLT TILE JOISTCEIOG I DOuei_E HIP JACK BRACE AT TO SPACERKID � `� �� •.� �`• :�- JOIST I I PL4TE RAFTER frl PREFAB SKYLIGHT q d FOR 3 20 0 :d THREE IOd , ' 46• STUD UNIT FITS TO CURB. r TA,CiGERO TO FILLER • • FLASHING REQUIRED. � HEADER ' " TO FILLER PLYWOOD . , \ ��' \ GABLE ROOF 11 2 O.C. 100 PANEL WILL }},� 20 d NAIL HIP ROOF • . ,. �P v BERT. tad ALSO � - Q�`/ �,� •1�f •t �„ ,, � SUPPORT WO VALLEY CR1PP-E r� SUFFICE , r I 1 1 • a.` \ ` - ALLEY JACK VA6t.0 CtVFJ7 16d 12" '1 II 1' 'I •'I' •. �'.•/ "w"P VALLEY.. /VALLEY • EC \ 1' ,I c II I.� ¢.' ' d.. � .� RIgGE �tOa. C"iPPLE JACK PLYWO00 6TAGG RED C•�I I' �� 'L J�• wl, "•,, $,O Y ' �� COLLAR RQ SUBFLOOR .f I (,• too �� \ \\ L.-f) TOENAIL x 4' Al'K `,,\ •' 16'¢C IOd TOENAIL �'s•._, �' \ ~ '. BEAM COMMON RAFTER '" / RAXTER' MESH \f oD.,o.C 10,AT¢ SOLE \\ TO SILL Ifi'QG •• � • TOE PLATE .q.• Y- / �' X b DOUQLE SILL PLATFORM PRAMIN[i TYPES OF BILL "':'.P- REWFORGING b A ROUBLE JtdE pd NAILS 4 I NOT ANCHOR 001-TB �.. '�� •\„ 1�,� HEADER CEILING RAFTER ,�,JACK .) FILLER THREE IOd • IOd WALL 2 X a SILL 3 X B, +e �Ic 8 SILL NAILS 5TAGG£REC� ALONG TOENAIL TO S LL LOOK . TO FILLER STUD DOUBLE HALVED AT CORNERS REQUIRED 1F DIAGONAL •S� . CONCRETE •. • ',a � �� JOI`aT w►LLCY�•FK ` L DOUBLE SILL 24"ON CENTER SHEATHING USED CEMENT ►NP RAFTCF • A Y' 'I ii+rrlt+i i BLOCK FOUNDATION j 3 d TOE , RAFTER .�,: •ice-Vygl„L -.•. •I 20 a NA;i.- HIP AND 1NTER6ECTINO ROOF AILED • SPACER SOLE GOLF- '(S STUD CURB / 2X6 JOIST , . LYWOOD CHAMFER 1%"MIN. $UBF-ORANY d i ..'' F ti ��O•. • • r • • / j ,. • • i I!\ 6/i Fj�S/O�,k THAN 2, rONMUUST BE GREATER END s•rua ? B TOENAIL$ WALL ' / j ' A' 0 JOIST d ! FOUNDATION ENGINEEREri i�i+x'� STUD\ I • ' CLEATS WALL OOUTHE E 'tea+, FILLER 4", PLYWOOD / / GIRDER . • • DEPARTMENT OF (ROGER) ��✓✓."jjl"" g FASC+A BLOCK O E PARALLEL TO JOIST SOLE SHEATHING • •o .'•� 8122 SEl-EDT JOIST-GIRDER: QETAIL • , AGRICULTURE PERPENDICULAR TQ JQIBT6 ONE TOENAIL THRU STUDS TO SOLE PLATE , I NM_r-i HAS THE APPROX(MATE HANDBOOK NO,7'.l I1076i SUFFICIENT IF DIAGONAL SHEATHING USED A SAME SHRINKAGE"AA'AS THE TY-DOWN ANCHOR TRIP-L-GRIP CERAMIC TILE FLOOR FLOOR CANTILEVERS 1 `LADDER TRUSS !TUD"A►TO HAVE SAME NAILING CURB ' BILL Ole TAIL_ USED QU-AL•Ct.IP -- -O FILLER FLOCK AS STUD"B" PARTITION TO WALL FOR SKYLIGHT If •IP CAIIGE ZINC COATED STEEL FRAMING }I-iRINKAC�IE METAL FRAMING DEVICES PLATE AND BRACING CONNECTION (PREFAB cuRes At- AVA'LAi3LEI ©AQLE ROOF' WITH OVERHANG �ORNE:R�PO6T TOP L I OWS OPENING SPECIFICATIONS Framing Details for Stairs _ NARROLINE DOUBLE HUNG W ND e of ..,,.,,,w.:,..•Viz+.:lz'►:.r"::•..:...._.-..-... ... .._...-....._..•._....... .. .... _ 1up of SubAP r 5 .FII S Sq. DOUBLE JOtS'1• Subtllxn Sq.Ft. htaL Clear Upg•in Crack UPg•• Sq. ti'fa O%Vni 1 Max.Clear Opg•in Sq. Crack Upg• .q. 10'tup Uverall �'Ft' Full Open 1'ositiutl fit' q Ft. Lin.Ft.Vent Int. of Inside (.'nit MeaoER Sq' t' Full Opvn position Ft, Lin.Ft.',ent Ft. ur Inside Unit Unit Clear , ? Unit C1.0ac Width Height Glass Sash Only lent, Sill Stop Area No. Opg. Width Ileight Class Sash Unly fent. Sill stop Area Na Upg• 15210 mow-1.89 fat'/ie' 14�/is" 3.2 �U'3" 1,91 4al/n" 5,59 30210 3.51 34'Vi 149116' 6.3 14'3' 3.52 48Ye" 9.73 x HEADER 18;;2 1_13 1811/ie" 169/is" 3.6 10'11" 3.lti t4ViI11 6.19 3032 3.99 3d'Vi6" 169/is" 7.2 15'11' '.UU 44�/K" 10.78 43 RAFTER DOUBLE OR V>A4LL STUD / 18310 2.67 1 gll/Is• 2Oyh6" 4.6 12'3" 268 36V# 7.40 30310 4.96 34'916" 20%e 9,0 16'3' 4.97 36W 12.87 TRIPLr= JOISTS 1 t8a2 2.9: 18"��" ?2"/1s" 5.0 12'11 1.93 32'1le 8.00 3042 5.44 34'916" 22't'►s" 9.9 16'11' 5.45 32'/d 13.91 259/16' S.5 13'T 3.20 'Mk 860 30x6* 5.92 34'!!li" 243'ii' 10.8 17'7' 5.93 `I.SVi" 14.96 , Q TES 1846 13,19 18 y,e ' f� " -,, 201/is' :w52' 6.89 34"/►s" 285Y�I�" 12.6 18'11' ti.89 2UVn 17.05 UC T I ON " - 9.aU L CONSTRUCTION „ . y d.4 to It �•t GENERA t�lsz 3.7fl to /,n .s/1b 3056` 5.92 34'Vie' 249/t6' 13.5 19'T 5.93 1644" 18.09 � HEADER / kt 40 SUPERCE'DE SCALED D I MEh1S IONS. 1(666 6.19 la'v►6" 24 10" 6.a 15'T a�'o 1695" lo.60 �o��LE • SIGNS , " 3•:,'S 8'/x" 11.60 306'1* 6.01 :i•t"/�4 'l4'`a'is" 15.3 20'11" $.:1•t 8'/� YU.1tS SOI ST s �� 1. Oq NOT SCALE THESE DRAW I NGS-WRIT TEN D I MEN 3421° 3.91 38i'/►i 14Wii" ?.1 15'3' 3.95 48'/i' 10.77 �- JOIST d for on--5i to tzi62 3.1 ttl"h,; 2a Yla 7,8 is 11 2. Ar chi tett/Prvfesssonal Engineer has not been retains 20110 d.31u l2"/l R• 14�►6 a.o 11'3" 2.30 48W 6.63 Jo1sT ec t i on and/or observa t i on O f the cQnstruc t x can. I • 343'1 5.45 3ti►916" ts�1R" a.l 15'11• a.as 36 11.9'2 ins t the site p r i v r t v 2032 x.61 22"/11i- 169ilw" a.5 t 1 11' at la/x 7.35 P 'Ons a 34 10 5.53 3a'1/i� 209e, 10.1 17'3" 5.54 364`+• 14.24 -LEADER .Y t.1 • . " 3 T `OOuBL_E ►•+EADEF 3, Contractor shall check & very fy all Gond zu31u J,2:4 rl'v16' 20 ,6' 5.7 13'3' 3.25 36u- 8.76 I f work and he shall farm l i ar i ze h i msel f with the intent o f these �U•12 3.56- 2211/in (29/16" ti.2 13'11" 3.56 32'/5" 9.48 :1442 6.07 38t'lie 221/16" 11.1 17'11' 6.08 32V 15.39 PERr1ENDICULAR ( ROOF FRAMING OVER BAY WINDOW starting O _ TO STAIR d make work agree w1 th same. '1056 388 22"/►6' 249/!6" 6•a 14'7' 3.118 28'1 10.19 3446* 6,61 38'Yi6" 249/is' 12.1 18'T 6.61 2844' 16.x` ToseTA STAIR 86 plans an t e u f r t=r V a 1 s e�'r71'1 �S j �.,��'�1 f�f~~ •2 1 - 3452' 7.68 38"/ir; 'l89/is' la.l 19'11' 7.119 '20',6,' 18. rac tCir shall Obtain all regGt 1}-ed IaPPR .' Aer perform- from agencies au5'l t.al r2"�1�" 189/ib" 7.9 La 11 :tat 6 11.61 .�, Contl etc. for work p 3456' 6.61 38'yu `24�Yi: 15.2 2o'T ' x61 16yi' 20.02 FLOOR OPENINGS occupancy, inspection approvals 2u56 3.t�7 lzw,6" 2a'�la a.5 16'T 545 16 1' 12.32 3462* 6.7 381yIe' 'l4'�ls 17.'1 '21'11' '1.31 8yi{' 22.33 having jurisdiction thereof• 2U62 3.9.1DOUBLE '22"/id" 24IV16" 9.s 17'11' 5.45 84'x' 13.75 4.35 4844" 11.80r New Yvrk State Building 1 ding Cade, State Energy 38210 4..32 42'Vie 14''9(1: 7.8 16'3" _ I aRPET I .4{�-- STUD WALL RAFTEDOUBLR TRIMMER HEADER al 1 conform to N Town or Village.age• 24210 2.70 261Vw' 14VW 4.7 12'3" 2,71 48ye 7.ss 4.94 44W 13.07 it RAFTER HEADER work s/7 f the TD 3832 •1.91 42y►6" 169/is" 9.0 16'11' _� METAL -WALL I �' � -wALL FINISH 5. All II I Code and al 1 cul 65 and r'egU1 a t i ons O 2432 3.+07 26"116" 16/16" 5.a 12'11" 3.tk1 554'x" 8.49 -� 6,13 3644':•, 15.60 _ ,. HANGERRIDGE I Wh i ch disagrees with th 3644' 10.13 38310 6.10 42'9,6• 20'/16 11.2 18'3" I COMMON BOARD Conservationndi t i on exists nurse p f construction a Co 24310 3.82 26'16" 20'16" 6.8 14'3" 3•� METAL HANGER- I CHAMFER 1 i I FULL STRINGER RAFTER I f in the chall STt7? WORK and notify _ , 6i« CONTRACTOR S l 11/ " 229/16" 7.4 1#'11' 4.19 32Vo 10.96 I 6.72 3'l'/a' 16.87 _ 1 ans TNS' 2431 4.19 6 16 3842 6.69 42'Vie 22''/16 12.3 18'11" ALTERNATE TO LCOGER� I / 1' that as indicated on these p , _�� ,_,._____, ! STRIN ED 1 d he fail to follow this 5 procedure and 3846+ 7.29 42'4/i6" 24`f'i�' 13.4 IST 7.30 284'Y'••• 18.14 se.,rloN A 1r .-. - ( �: I / STRINGER RIDGE •=� C t o r P r E• • Sh o u d 1 i a b i 1 i t y 2446 4.56 26I IAi' 24Y1Le' a 1 15'T 4.56 2844' 11.78 ' i r 1 ! / spARD ' h i to i t an 3852* aa7 ary►6 2ar16 15 7 20'11• S.51 20 Vs- 20.67 , the arc y " hr? Shall assume all responsibility '2452 5.30 261vle 289/i6" 9.5 16'11" 5.31 20'/6' 13.4'( I; with h the work, 5a 1644' 14.25 3856* 7.29 42'Vi�' 243�1s• 16 8 21'T 7.30 113'ry':�,•21.g4° _ l ;; �" ; _ I I1.r / I I continue w ' 2456 4»55 26"lib' 24'16" � 10.2 17'T 4 woOD FINISH.. I 1' DORMER JACK I� Yam. " 1 " 6 41 8Ve 15.89 3862* 7.39 42iyli' 24'�'ir: 19.1 22'11' 10.28 SUI' 24.48 ,��i �_ ,�' -+FADER I I f'"- RAFTERS / RAFTER 1 ; arising theref er approved. 2462 4..63 2611/ia 24-'i6 11.5 (all - f_ }'�} T Ir Fire Underwr i t pP _ FLOOR v(• 1 / ( r . f " 41.42 14.1 ',+• r' LY1vOOD READS I 1 � .-A,�tRIAGE ! >rYwOOD TREAD Va�LEV to r i'~`CEI[.ING FINISH I , R4�TEF" 7« El ec tri cal work to be Board _ 21 .NQ RISE�+s,� i shall be in strict conformance with th New York State Buz 1 ding 28210 31.11 3o'Vie 14`ie 55 133" 3.11 4a� a7o _ _ 15.4 ^ - 1 umb n is are to be insulated 4446 _�_ :Gq i i BLOCKING 1532 353 3U'vie 16VIC 6.3 13'11" 3.54 44'/i' 9.63 t ;, °"+a,` :':.:;itn��'�..`,*��#`! �' �� I � I � FIR�a,oCKING 1 r 8, All P1 g and/or heating duc _ Any ex cased hot water pi ping . . 446z.'fM _•�,::• , ; .:i:-A•.r:•tr- sLa Code. A y p e. 28310 +r<.39 30"/�6" 20'f'I�' 7.9' 15'3" 4.39 364M• '• 11.50•' _ 227'9 t _ARRIAGE Cod " , 16.5 .. ii LEDGER' 403. 9 of the N. Y. S. Energy Department a proved 2852 a.al 301!116• 229116' 8.7 1511 5.82 32Ye 12.53 5442 .,�•� :�>Fst�'� .di,.;. ,}�. _ i� CARRIAGE. as per sec. s f fol k County Neal th Depa R , 16rr...'' s. � 2a4� 13.37 5048 w - °' 27.92 �~ , i i SPACER I r I� SIDE STUD C.G� System em sh a 11 b e VLA '.. rN' J•..,. T-,•r I, - 18. Y • ,t I. .•r Sanitary disposal 2848 5.24. 30 4he". 24316" 9.5� _ - �uHFLoaR g• " ,� 21,1 , S 2 and ins r3 72 degree i n e 2852 6.09 ,iU�► IM. r•: r KICKER LATE j 1 F R t 1 1 a t i on. t r i Or ' ' e' 28`1'16" 11.0 17'11' 6.10 20'/5 15 5052 ,. • ,1, r , A P / 'i ;` ...1,:.• "-,. ..:� C E sue Loo ! 1 / U for d�' 9n b e c a able o f maintaining a 9 I "'11,8 18'7":'''1•' 5.25 j 164M. 16.17:_ �.,�rl' :; w« +'.r..;et•20: =1� �,�4-' •. t• .1 I r ' 1 I ! DOUBLE i Joe Heating system shall P h wind velocity. 2856 6,24 . 30 4Ae .: 24315" I� e a t 10 degree a m b i en t w x t h a 15 m p D e v i c e s h a 1 1 Note:Floor to sill heit�la are caUc►t111ted batted tlpsxl a stnlcttua!!leader height o(6'104h'. I' '--KICKER Pt-ATE- A L T E R N AT S •-IE A DE R temperature protect all s1 eeping area �cr 28fi2 5.32 3011/te 24'3'is" 13.4 19'11' 7.35 8'/e" 18,04 ,r L�CATtoN �, ;! r :' W e r o v i d e d t o p * e Mowing dimensions:clear openable area of 5.7 sq.ft,•clear operable width of 2(Yr and clear openable height of 24. 1 ��' alarms to b p �""- ExTENp CARRtavE aT N Smoke 'n Code. *These S ,w ."!'��'�' `.•.• LANL'ING PLA 7FQRM5 � / / o f N. Y. Jam• B1.1 2 1 d,1 g .-._... R 0OF R OT HEAD HEAO . , t ! ;�//' conform to Section 717. 5 o �Qn to have suitable table vapor barrierr tt76Y'Str1 tripped, M Il 1�I•V =INISHED WOOD STAIRS CARPETED STAIR FULL, ION 'A' FRAMING NOTCHED TRINO A A11 i nsul a t ted and weathers PP - Q Y- FULL 9TRINOBA NOTCHED $TRINQ£fl GABLE If ^+y U 13. All doors opening on unheated areas must be insula �f '4,• �/, cQm anied and weathey"stripped• t be I CARRIAGE Q�•TAIt..,Q FOR CARPENTER BUILT STAIRS DORMERS 0 •�"'i � z cc or storm door ac P ed, all glass mus _ - _ - ows/sk lights must be weatherstripp 1 able wind Y ' 11 operable •• 4 � v' LU 14. A P or storm. U=O. 39 max, q'" C3 AZ H 1�t� V) insulating D NT soil from front yard, side yards, and to 30f from .l z Contractor shall strip top and seed r ► 15. Con final rade construction, 9 �/� .r ,,�• � aI+ rear of residence and upon completion of oil �, i T' "�1f2 1 QTR MMER F � Q this area for a 1 awn. -� l �- • s terraces and stoops shown on plans.,ans, etc. are �.•' '�"I l ' -1 LAAO HEARING J Elevations o f grades, port:he , 1 ,I ! ,. 1 a 't3TUD WALL SHOWN 16. E1 ev al condi t ions. _ to meet topagraph i c �1(t' �i I •�I0 , Pr4RTLY CUT AWAY ' O Q subject to change �j, 1 1 1 I I/h '`, away from house and blend into . around new construct i on shall sl ope Y w •I l I - I � 5 � � 17. Grading ar (5 existing. l I l Driveway Paving and base shall be as per Town paving regulations. ! ! I , ' ~ L 18. Dri v y p ZN0 FL. to bear an undisturbed soil with a min. allowable owabl e soi•� l l. 19. All footings 1-0„ o f cover. I ASoso pressure of 2 tans/sq. ft. and shall have a .min, of 3 x � �. cont:rete to be 2500psi stone concrete 0 28 days. .,..� ._ i 1 _ GV. A _ '� .� ' TAIL _ r•,\ j .- .....••_•,•.++• ." """� ' '\ BEAMS \.� ''' ``•. ' structural 1 umber min. bend stress 1200 Psi DOUBLE 21. All str earns around l' I � I� _ s anal 1 el to same and double b 4 �CITC H EN 22. Double joists under all partition p LM- 1 I ' 1 �~ 81vtAl-L \ I TAI_ if` �,.•.JOJB_E all openings i in joists and � 5 t S ce 1 g J �` •� STAIR OPENINQ AT EXTERIOR WALL. Install bridging in all floor and flat roof joists,, � . Inst exceeds 6. •,. a•" , • .. OPE I`-�� .,, '".�1, Ja�sTER � Date., 23. (""' . here the nominal depth to thickness ratio of ,foists exce T( �2„ ti l 1172 I beams w 1 1 be 1 "x3" 1`f1 �` S _ /, maximum and sha 1 a x - .,`� ti .>' �� ,r'► •Scale 1/' t�•c I I shall be installed at 8 0 on center ma 1 ' i Bridging ,1 member or 1 B auge metal solid d wood blocking 2 x depth o f memo g 1 _. ._.. _ F.��~T .� ;^ /`. j COT2AWAY , cross bridging, t;Cr�i 1'Lf.TE WEADEt=+ SWOwn S UJ \ I r Drawn07 cross bridging. _ l D• 1 5T. FL 160 IE. O.C. �''� f el,O.16 d CTaGGERE"J `✓ ` 20a�' 11 6 1, O ' i se Hated all headers to be 0212 x /+ (/.J� _ \\ w «V. • • -' \!i I ` '' f SCO \ .\`�;, �l/"�Be L ('y Job ;t:�4. s other , C.O.. • TRIMMER AM V - ds" 1st floor - 40# sq. f t. 1 i ve 1 oad �.�,..- - - ':: n las , _ J-:' Un 1 65 �i I; SHOWN CUT 25r Des i g f t. live ve 1 oa d / \V'J' i 2nd floor 30# {aq" AWAY .. _- s f t. 1 i ve 1 asd Ott .�1 PL.YwaoD 16d STAGGERED fi" 0 • Sheet attic C i O#' O# q /� SMALL CANTILEVER PLATFGRM • - 0# s f t. 1 i ve load �••.,.� cc}� •i�PP�V � LARGE: OPENING roof 3 q W �.�\7 ,! W VG'iG. ' REMOVED FROM iG. �•�. PLYWOOD SU6FLQC7R AND SALE pEARINCi WALLS ��J� M�� 1%r IS�� it / i Of Sh,. S - -. - - -'Ir r.rt:rl.;:,;{-:,.�:r,...,i:�rma:I...,. n ....,77,!'i-Pr'Z,7i r�I r r�.Tr�..at,,,— --:•..a r�r. .,, ...._.. -..--. - - ,. ,._J. L . n' -. ,� - -. - _t.. i .. : - .. .I r -.�. rT':l-'t-I , , r lira„ r• lf.,.1^I{7L'.�.�.f' .,-f:.. r 1.rd! ..r '.1. 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F R d,,�'"°.r,*� - s �; 1 (Nj �F The building construction shall canply With the below list4d sections of �'\r ,_; this code regar-Lit"g equi[xnentt and systems, as applicable. �-�. Performance of HVAC ec�ui�nent 5ectivn 7E113.21 15� M . R: 9 :,;,D .I SN ,r._'. a Con, of tivac Systems Section 7813.13 l � fpr., �`,. __,.�,.,,,,x., . _:. C Y p `�'� .. � "• "r's,n,lll :RnrYYPf nllnr Y�.W-•YJ+re,!!C•IFVR91lAMCa11iRGVNTLMdT1fJ.^]r�J'Ma��l�r•uriOW.RViOr'i.Mdl i.A i.+I'r•-r"�nl NLN9�,,HRr11�EV>:l,Tll:il?Il�fbJlJ,SYt4GMMeVJC!/H,Y'g3:).S+IF',.11--llf,=llhn' q,vzm,%'J1n,r,`-MWYINR'rITOVW'drA'•�.• .. ., ,R,, .ten n T m nr .__ _,__ �; Duct 5 rstems Section 7Ef13.20 anc] ; I I ! hgz?eChn+s,,:t<nn.1lNnNa„c:,I Ur n.•••`_.•,nv.s-,•,z'i•.•��.anv„•mw,iv++nM,.+•vnn„ec,. 1f*wr: l:Ytit+.lnvaaw w.'i'i!'. .:.r.fe,.varYfr•Jtw,n„tvva`IMi rlpR r.,+••n-r•Tem•�•..rr,mrru.,w,q..a,+rvr,-rv:nnq.n+,•c:rr�N.nw.:a'rrtl'rMa.+arw�.a•ns.,o';,•+n�.-:.>Jm•ln. +••'�•"'•r'nnv--„._n.,n�_ar,a•,-n.,-.:1�-..r�M� I W i . • mW,vsHs„efwa.,..,.nta!a•N-,rJ,nclnarw'v+unvarcnae:.ntnmY...• �` 4 i . . ,.+r,e...w..rt.\.♦'YM.r.,,ern,.g,"'w".r.:.a_:,,>,t_-r..,'•` •,m I � � _ - �,r,.s t Ir / cam' ' :r,.. r. z � Section 7013.19 ��„ felNSxwNrwT:ZT,1YrY n�:�nN ,Y:n ,.., t...�d 2. :: _:::r Y`,, ( ventilation systems SecCion ©13.1 S -I I ` r:,.mo...�,.�,.n,.r., - Insulation of Piping Systema Section 7613.14 n . t� �� ( 16 i* 10 Service water Heati S stem and ui ent Section 7813.31 thru ` j I r°�. i A - 1,-{ Section 7©13.3�i y '. �1K)q .. 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P Framing Details for Joists and Sills / Framing Details for Rafters and Posts ` r' i/ I IT DOVS..0 ►iEDGE,EXC • ./ 011BRIOC I I I I ( , 2x4 5 C•v EDGE.ExCEI'•r 2-•64 IN EACH - I __- I I FOR rpENINGS OVER 2-8d tN EAGH 2-6d IN EACH JOIST JOIST CUT TO FIT SOLE STUD ' ' _MIN LAP 4" T BOLT PLATE I I -T- I _ I jO"USE 2.2X6'S ROL I I I 1I _,RAFTER FOUR STRAP AT RAFTER SILL JOIST SILL �/'� --�� I I _ =J I, - .-_ ..J .FIRST \ STEEL STRAP / '«.,RAFTER OF PAIR NAILED IOd EACH RAFTER TO `. OR WOOD _� L. ._-- -»^Hip AFFORDSSTOEELWITH TWO NAILS MORE , TJENAI�S rliIr• , rod tlOd FDR r'RIDGE RE 61 S- JOIST T16d FOR 2'RIOGEI ATTIC \ JOIST-� TOENa1LY FI I TANCE ,/�.. 1, \\ 1 ^ -rScNaCEFiS JACK ACK AFTER FLOOt7CLEARANCE1 R 6 NAILER _mow- IR -_ - �a � tel/THREE lOd2-IOa - -i ("" z / 1TOENAILSECOND WOIgSI/ II 1 1 2 z a 2 , 2 1 I B�OCKrrIG '1 wC+ _ ..d iG RAFTER • OE- / , i I ( FIRE STOP I B�Or: IPLATE MAILS f/OFIPAI • • EACt;1 �� APPROXIMATE THICKNESS , FIN11�H I I TOra ( AND HEADER I - 1 AT Ir." C. `TOP PLATf. I 1I /' L_NA /�' CLEARANCE WITH ONE SIDE too TOENAIL. SAME AS EXTERIOR SILL v ( DOOS E. K IOd AND ONE IOd TO SILL TO EQUALIZE SHRINKAGE - TOENAIL ' KJd ON WOAD BLOCKING ON STEEL ANGLES TO JOISTS BALLOON AND BRACED ,,EaDER ' ON LOWER FLANGE PARTITIONS PERPENDICULAR TO JOI$T6 PARTITIONS PARALLEL IOd I I Q' RAFTER TIE LAPPED OVER OR COLLAR PLATE WOOD BILL. BEARING INTERIOR PARTITIONS -P»I�_. �_� r3EARING 6ETwEEN jO'ST Is' GIRDERS C: ER STUD WOC71� JC�IBT6 t3UPPORTED ON STEEL G ORN. tD 0 PC) 14d AT STUDPLYWOOD EACH RAFTER TWO 9d IN 2_,Od /PLY WOOD SUSFr_OOR I STUD / JOIST -- STUD EACH JOIST I I 1 __ 1 ' _ I __ �'._.-'�L.. .roc e:'..QC a TOENAIL FINISH 1 I i _J >` L_ -, _ .._J L_-•--I r- -_- r I I c�tn,GC'+CG < ROOF PEAK RAFTER ENDS REVELED RAFTERS FAGM� TO GIRDER _-- f ^-- - _ _ _ S PLATE Od TOENAIL TO TOO GIRDER -J _.._. -------------- 0 JACK RAFTER NOTCHED OVER LA7 _ �` TO GIRDER 9 JOIST 2 z a LOCKING ` 2 z 6 EiLOCKIr.IG^ i I I ?� X atRDER f� 1 C Al It,.. O L. '' I CV r AvvAv rC. I . 1 lL Y _EDGER STRIP NOTCHED FOR /ry 1 2" SOLID I f I, _ NOTE: P d■10 PENN y \ O JOIST I AT 6' O , IT ) V BRIDGWC (' 17 , JOIST 1� r 1 � ,� \�\ 1 � I� SHOW NAILn IG� I � �;0,. MANGER t 1 s iy 'I I / P 4► y TWO TOP fl ------ ------- ___ IOd , PLATE _ -i - __ _� •--__ _ - --_ II _-------- ----1 I-- --� _-_.. i� 10d 16"0G BEVELED FIVE IOd NOTCHED RAFTER ""' '� " RAFTER - l r--_ I 1 `2 1,2 LEDGEF+ RAFTER TYING 1 '4 \ • '.S-20 d NEAR 1 1 I TO ALLOW FOR PAF-_t. \FINIS(+ U,4C)E- hT CJ r<vf_ IDE STAGGERED-4," I STUD FINISH STUD I I s 6 DOUrLE JOIST SPA r< U VGE„ TWO 100 NEAR E FINISH NAILER r �G.. I ' • TOENAILS 1 PAN-T: TWO IOd • '' EA. JOIST EA.JOIST 1 ' •I • TOENAI_S • EACH 3-20 4 EACH 81DE SIDE NEAR EA JOIST J016Tt3 NOTCHED ^- _ \�� J4a18T IN JOI&T OVERLAPPING JOISTS OVER GIRDER NO PARTITION ABOVE NO PARTITION BELOW NO PARTITION ABOVE NO PARTITION BELOW tOd • • 1Q16T NOTCHED OVER JOTS EI IRON NOTCHED OVER 41RDER BEARING ONLY ON • • • ,EDGER STRIP 4L80 CALLED STIRRUP HEARING ONLY ON LEDGER. LEDGER, NOT ON TOP PARTITIONS PERPENDICULAR TO JOISTS PARTITIONS PARALLEL TO J016T6 PLATE , • 401(- C,VER GEARING OR BRIDLE IRON NOT ON TOP OF GIRDER OF GIRDER 2 z 1 BLOC•-r�� I ,OT RECOMMENDED NONBEARING INTERIOR PARTITIONS AT 16" OC. . 'rod TOENAIL ►Od HOT" (3TUOS 10 0 TCE1VatL •• AFTER NC70Q JOISTS SUPPORTED ON W'CaOD GIRDERS _ - -r <' ATTIC FLOOR T-- SOLE ��.ATE . •. BOLE PLATE CLEAR iPiq - - I WOOL 1 I 1 i I i . r I - (_"' I I I �' I I I I I 1 2 z 2 \ I WINDOW OPENING •. •' PARTITION PLATE -PLATE TWO 20tl AT ON ALL I I •� SIDES 2.I0d TOENAILS BLACKING ( I I LAT( 1 q I 1 I 1 I I I TWO IAd STUD END OF EACH �� EA. END 1it 1 I t-3-2 z a's FIVE IOd PIECE, EACH -2 z 4't 3-2 z 4'6 3-2 14's 3-2 z 4's iI q z 6 I 3-2 z a'c i 3 1�4'c I 2-2 z 6's I OPENING TOENAILS SIDE;OTHERS; Qe' TWO IOd I 1 1 I ' i ' I 1 ' 1 P O+*t 1�QtJCbfi QpENINQli UP TO >�'-IW WOE �TWO loci ONE IOd EACH SIDE No t04 EACH END STAGGERED ".d .a TOENAILS - TOENAILS TOENAIL ON AND ONE BRACING OF ROOF RAFTERS .N ONE SIDE, OTHERS 32"APART EACH END I NOTCHED EACH SIDE EACH SIDE AT FRONT ARE AT RT.ANGLES TO JOISTB TAG. 16"APART d,Q - • PLYWOOD SHEATHING WALL FINISH - RAFTER � METAL STRAP PROVIDES PLANS OF INTERSECTING PARTITIONS �/ ' ADDITIONAL SECURITY 15 d.4' O.0 AND e , PLANS OF OUTSIDE CORNERS =pIJR EI d AGAINST UPLIFT OVER EACH JOIST STUD o�c�. COMMON�. RIDGE BOARD 2 X 4 WALL FRAMING _-DOUBLE JOIST JOISTS D OR 6EVELED RAFTERS _ RAFTERS AND CEILING NOTCHED JOIST i - RESTING ON WALL PLATES RESTING ON PLATE ' r0 d TOENAIL , � ;.��,•1 ,'' `/ � `- BEAM ✓ �..-•DOU6_E JOIST // RAFTER IOd T POST PI• 2 z 2 3 z 91 \� / HANGER TAIL / O EA IDE a �v ,� ��JOiST.-� TWO I6d •' a'MIN. SOLID BRIDGING ti THREE PIECE GIRDER STEEL BRIDt31NG I"X 9"CROSS pR10C31NG USED UNDER PARTITIONS O d PIECE GIRDER r---- 1 /,C a Wo c tOd FOR FOUR PIECE GIRDER, ADD SOME I BIN UNTIL LOORING IS LNOT AYED FOR HEAVY LOADING / ,',.%/ T PLATE I�gER JOINTS ONLY STAGGER BOARDS FOR I 1 •\•• �O COMMON RIDGE BOARD /i FILLER BLOCK STAGGERED •r NAILED WITH 20d TO THREE PC NAILS I STRWGER f 16 A C - SUPPORTS EASE OF NAILING 3-2 x 6's I 3-2 z 6'L / j/,� \ �' DOUBLE STRINGER RAFTER " TAGGER JOINTS I \, / 1 6 I6d _ //�� \ DOUBLE JOIST \ / �,.F � � ,�,,�� '\ RAFTER ONE IOd 100 RIBBON \ y ' DouB&-E FILLER HEADER. TO FI JOISTS PLAN S ETAL WASHERS •`q � // r PATE r I ARE JO - JL.00K THREE loa FILLER TWD NA LS IN EACH JOIST TO FILLER BLOCK SUFFICIENT IF FULL STORY ABOVE 2 X6 CORNER WALL FRAMING \ "+ fir 1 I X 4 MIN. RIBBON ,v JOIST � � ;/ `EMO ST UC I � DOUBLE � HIP JACK � • BLOCK IOd OR ,1/'WIDE ANCHOR led 16 GA. �uTEEL JOISTS BEARING ON RIBBON ANCHOR ANCHOR ,O d ' CERAMIC \ � \� � � JOISTCEI"IrG i • 16 A. 6d 12'O.C. IOd FOR 4 X6 BOLT �� TILE Y - JOIST PLATE RAFTER BRACE AT TO SPACER IfiHT I d TOENAILS BOLT BOLT ad FOR 3 Ke G204 � `\ \' ` '//` r� THREE IOd 45• STUD PREFAB SKYLIGHT 'p 7d • • UNIT FITS TO CURB,FLASHING REQUIRED. / HEADER \\\ ` 1r \� GABLE ROOF \ HIP ROUE TQ FILLER 3TAGGERD PLYWOOD . '' •}/ � - 2"O.C. BLOCK IOd PANEL WILL • • r �/ I vAr.L.�Y SACK 20 d NASI- \ ��..`� \ ,ERT ad ALSO '" ' • \ �l `*� /VA6L.EY \\ O GUPPPRTINO VALLEY CR,PP,,,E !i � '1'i'' �' } 6MON•rENE� SUFFICE r r 1'. • e'c \. �?• �, \` • led 12"O.C. \\ i� ,I II �• I� I�q `p.•.. P F re/V RIDGE BOARD CRIPPLE Ct JACK .. "NIP VA ' PLYWOOD p , , ��1 r4,� C`JJ r . _ A. Si0 � `. COLLAR i („-PMMON SUF3FLOOR STAGGERE \\ C;�I ri L Od .. 4• -. /V# `.`. �G//� �' /' RASTER �� J TOENAIL ,\+ tOd�0ENA1L A:'•.. � BEAM COMMON RAFTER �\\ 16"QC• TO SILL Ifi DOUBLE P,ATL: t SOLE �....A:•:. � - 80 PLATE BLE SILL MESH y TYPES OF GILL + \.\ \ oo�e�E l5 OAU PLATFORM .FRAMING ANCHAR BOLTS •'...�'~r REINFORCING 'P'.. --`,'. �?�,/. -'HEADER CEILING RAFTER .HP,+ACK �•� • TOE l S �X s, 4 �L 6 SILL 4 X Tt:?ENAIL TO`^•''ILL NOT - JOIST SNE IQd NAIL ,pd NAILS STAGGERED ALONG + `y VAILCY JACK Z X H BRILL V AT CORNERS TOE:l REQUIRED IF DIAGONAL A� CONCRETE d\ Y/�' •NP RAFTFp TQ FILLER THREE IQd , �/WALL HALVED K R i� STUD DOUBLE SILL 2a"ON CENTER SHEATHING MING USED p . CEMENT �� •� � JLOC TO FILLE HEADER A:• 4 / ` HIS' AND INTERSECTING ROOF BLOCK RAFTER - WALL. ION 20 d h1P ii. . r Jd TO { " ,AILED ' SPACER CURB L . O -F-0 SOLE STUD 2X$ JOIST CHAMFER I/� MIN. S e/F OOR d � ,.I�1 •+ \ "" / I jd *ANY 2 t-ON MuSTGREATER ENC?STUD • • , • \ ff I „A„ . • JOIST .� I p L�GAT ION ENGINEERED I TOENAIL$ WALL CLEATS PLAT LE ' / Pt_AT(; i FILLER STU I GIRDER • -" _ 84 BLOCK �' OLE PLYWOOD I./ / �� " (LEDGER) FASCIA S AGRICULTURE OF • PERPENDICULAR TO JOISTS PARALLEL TO JOISTS � I SHEATHING d .a n'•� • d n � E31LL SELECT JOIST-GIRDE_Ft: DETAIL HANDBOOK NO.73 (197 Sl ONE TOENAIL THRU STUDS TO SOLE PLATE •!bt- -r•t HAS THE APPROXIMATE TY-DOWN ANCHOR TRIP-L-GRIP CERAMIC TILE FLOOR FLOOR CANTILEVERS FrIAMI R TRUSS SUFFICIENT IF DIAGONAL SHEATHING USED R p SAME SHRINKAGE"�+' n5 THE OU-AL-CLIP FfyAMING I iTUD"A"'r10 HAVE SAME NAILING CURB SILL ,DETAIL USED If •,P CAIIGE ZINC COATED STEEL AS STUD"B" I A R SKYLIGHT METAL. FRAMING DEVICES O FILLER BLOCK PARTITION TO WALL FOR 3HRINlCAC9E GABLE ROOF WITH OVERHANG :ORNER POST TOP PLATE AND BRACING CONNECTION (PREFAB CURBS ALSO AVAILABLE) • ' SPECIFICATIONS Framing Details for Stairs -___ •� NARROLINE DOUBLE HUNG WINDOWS OPENING DOUBLE FOISTS .. ._... ,, (loot Sq Ft. , t 1i,p of LU �ubtl(xlr 5q.Ft. .w_:.-.:...:_-:r•:;:•::,.:::..,:...._...--___.__. . ..... K 5q Crack UP Sq y Poverallr, DER .0 �q Ft htax.Clear Upg.in K, to To \lax.Clear UpK,in S Cral k Upg. �q• w"G,p Uverall unit Clear Full Upen Position Ft. Lin.Ft.Vent Ft. of inside Unit EA Sq'!•t' full pun Position rq, Lin,Ft•`ant Ft. of Inslde Unit Width NeiKht Glass Sash Only (lent. Sill Stop Area 1 Unit ivar 1rnt. Sill Stop Area No. APR• Width IIA;Vht Class Sash Unly / HEADER r 1.91 •4a'/e" 5,59 30210 3.51 34L'/16 149/Is" 6.3 14'3" 3.52 4899" 9.7� � 18210 1.89 18"'h6" 149/16" 3.2 10 3" ,Q VVALL STUD RAFTER W 3,b 10'11" 2.16 44 VM" 6.19 3032 3.99 341 yi6" 161/16" 7.2 14'11" 4.W 44 Vis lU,7a / 16:;2 2..15 18 /In 16 1 - DOUBLE OR I 30310 4.96 34'916" 209/ts" 9.0 16'3" 4.97 36ti/e' 12 87 TRIPLE JOISTS 18310 2.67 18"/le" 209/(6" a.6 12'3" 2.623 3696" 7.40 5 44 'ylry" 22yifi„ 9.- 50 .95U 12'11" '.93 3'l'/k" 81W 2 3Ua6' 5.92 34l'/i6" 249/16 lU.a 17'T 5.93 `La- 14.96 1846 3,19 18'916" 24`F►s" 5.5 13'7" 3.20 28'/e' 8.60 I NOTES , 1 :' 3. ? ?U'/n" 9.80 :1052 6.89 3411/ts 289/(/1" 12.6 18'11" ti.89 20 11 17.05 GENERAL CONSTRUCT I CIN 1,952 1.71 t8"/n1 .a/16 6.a t4 11 HEADER / 3056* 5.9'1 3411/16' 2a1/1s" 13.5 19'T 5.93 l6ye" 18.09 SCALED DIMENSIONS. 1856 3.l9 181 ytn" 249/In" 6,8 15'T 3 2U 166" 10.40 covaLe GS-WRITT�'N DIMENSIONS SLIPERCEDE :1.25 8'/ti' 11.6!) 3u62* s.Ul :1t"/Ifi" ?4'3'16" 15.3 2u'11" 8.34 8'/It" 2U►8 JOISTS WIN Un 5 i t e 18b2 9.'14 tri"1n" 24 111x 7,8 lti'1l' j" CEI_kvG 1, DO NOT SCALE THESE DRAWINGS eta 1 n ed t c. r 34210 3.91 38'yi6" 141/►6 7.1 15 3" 3 95 4a1/e' 10.77 JOIST s.s3 Via, Architect/Professional Engineer he canstru tion. r 20210 �.au 22"/le 141/16" 4.o 11,1 230 ��" " � �- f the •, 'rnl '1/L;" 4.5 ll'11" 4.45 38"/le' lfiy/le" a.l 15111" 5.54 364�e 11.92 � 3.ti'9 -I•I'/Ir" 7.34 :3432 DEueLE r,FADE R inspection and/or ob servation o tb 1 14•� -,FADER �l check & Veri fy all conditions at the 5� tri prior tU LU:32 ..til .� /'''' « y 5.T 13'3" 3.75 3696" 8.76 3x310 5.53 38'916 209/16", 10.1 173" JOISTS 3r Contractor sh a a ()f thE'Se 20310 ;3.24 71"/j6 U/16" 2 6.07 38"/Ifi" ll9hri" 11.1 17'11" 6.08 3'l'fe" 15.39 PERwENraICUL/•R ROOF FRAMING OVER BAY WINDOW he shall fa himself w� th the into ',ut•, ,3.;?ci '121v,,;• 129/,fi" 6.'L 13'11" .1.56 .12'/M" 9.x8 '�a * 1 " 2g9r15" 12.1 la'T 6.61 2a'/if" 16.E JOISTS PARAtLLEL TO STAIR � starting of work and 3446 6,61 38,v,6,, TO STAIR _ plans and make work agree with same, ?046 3.88 '1211/16' 249/16" 6.a 14'T 388 '98'16" 10.61 , 7.68 ('/Ifi' '181/6" 14.1 19'11" 7.69 2U'/II" 18.86 1 5, pe}-rni t s, Cer>�•' I f i c:,ate Of W C:!v a 2052 4.51 2211/16' 281h6' 7.9 La'11" '�.a 1 ?U'/n' 11.61 3x 52 FLOOR OPENINGS 4. Contractor shall obtaan all �' equ�} �etc, work Performed from agencies 2056 3.57 2211/16" 24'yi6' 8.5 16'T 389 Ma" 12.32 3456' 6.61 38'yie 241r�o' 15.'1 20'T 6.61 16t/e" 20.02 u arc inspection approvals, 3462* 6.7 38'916' 241'116" 17.'1 '11'11" 9.31 '8'16" 22.33 Oc[ p y, thereof.r o f. " 24i�1s" 9,6 17'l 1" 5.45 8'/e" 13,f 5 _-! DOUBLE TRIMMER DOUBLE ,jurisdiction state Energy 21x;2 3.94 22"/lu " 9 " 4.35 48'/6"' 11.80 - I :AR PET � I }� -STUD WALL RAFTER HEADER having Clad.. 2 71 a8ys" 7,66 38210 x.32 a211/►6 14/16 7.8 15 3" I I shall con form to New York State Building , 24210 2.70 261 iti la`y1s" 4.7 �'�" _J METAL -___ WALL FINISH RIDGE 1 work Y ons D f the Town OY Village- 3832 •1.91 4211/16" 169116" 9.0 16'11" 4.94 44'/e" 13.07 Ir:"" HANGER BOARD 5• Al rules and Yegul at 2432 3.07 26'yi6" 161/16" 5.4 12'11" 3.08 444 9.x9 6.13 36�" .:. 15.60 I RAMMER e and all rdisagrees with " 10.13 3a310 610 42►'/16• 2016 11.2 19'3" I CHAMFER ' I FULL STRINGER RAFTER Code., condition exists which tion a co 2431Q 3.a2 251916• 68 1x'3" 3.82 36'16 Mt_Tat, 1•f in the Course Q f c!?f75tYUC 1VTRACTCIR steal l STOP�©Rll and no i fy 38x2 s.fi9 42"/is" 2'1`!/16" 12.3 la'11" 6.72 3'LS/e 16.97 � ALTERNATE TD LEDGER( I � +i�,l I NOTCHED -_ e plans., THE CD 2442 4.19 26"116" 22"/16" 7.4 la'll' 1.19 3'l'Id" 10.96II / STRINGER RIDGE 1 n d i C a t ed on the 5 p this r vc ed u r e and 3846* 7.29 a2►916" 24'Is" 13.4 19'T 7.30 2aw' 1x14 _ EaoARD 6. that as to follow p SE�.I•JN A S. �-__ t 1 ,L 5h ou 1 d him f a i 1 2446 4.56 26"/16" 24`Yw" 8 1 15'T 4.56 2ay6• 11.78 8.51 20'/e" 20.67 i , " 20'11" 1 .F:NI$H architect or f'• E• , onsibiliy and liability 3x52* x.47 a2'y16" ZB9r►s 15.7 r the e a 1 1 resp 2452 5.30 96'yls" 289/(6" 9.5 16'11" 5.31 2U'/e' 13.4'1 �I 21.54.'1: ' ' I'" s 5 Gl m . + 7.29 42'S/1d 249Yi6' 16.8 21 T 7.30 )$yV'' '' I ,; •� ; I _a�i1 1 ! R .__._ RAFTERS / ACF T ER continue with the work, he shall a 3856 /' -tEaQE 2456 4.55 261'/1e 249Yi6" 10,2 17'T 4.58 16ye 14.25 •Noon NrNIsH..`r, ; ' / e from. 3862' 7.39 42+'/ie 2413'(6 19.1 22'11" 10.28 ayx" 24.48 FLOORING �:,AUR1aGE then roved. s2 4.63 2s"/►6" 24'3'16 11.5 la'11" 641 Bye 15.89 I 1 �F'_YwoDo TREAD 1 VALE arising a 24 _ 14.1 Y ar 9 nderwri ter pp _ ..No RI CJ TREADS ' � I Board O f Fire � i " 3.11 48'h" 8,70 4442 ,t '-fir.. '),i' � .-ND RIeERS,., �i ��r � •�' � �` I � RAFTER �r ec tri cal work to b�' _ CE1LrNCa FINISH aLtJCKING L ' El e with New York State Building 28210 all 30'Yle 1a�'i6 5.5 �" _ 15.4 •• 21' • be in strict conformance ' All I umbing shall heating ducts are to be �nsul aced 1 " 1 " s.3 13'11" aaas - •• �,+., I, r � ( � FIREl3��=CKING � r 'B32 3.53 3U y►6 16/1s 3.54 44ye 9 •�: .;,' �,.:t•...I''=•`r�'•` 21.8.'..:�}t;�'� �.�. -�'� ';+ �.Y � i r •� -t"' r CARRIAGE / l 8 P pin and/or h 9 44sa' Y ex osed hot water, piping 28310 4.39 30"/16' 209iia" 7.9 15'3" 4.39 36W. ' 11.50'' _ - 22.79 R` LEDGER, 1-4r- 2M2 / Code. Any P S Energy Gode. " '11" x.82 32ye' 12.x3 5�2 16.5 :,. +,. __-_ .�� CARRIAGE -1-M- I t X03 o f the Not y• r t t approved 4.81 3011116 221/16" 8.7 15 ,,,r r:t n ' �:�:; '� F F R -•- SPACER / I / SIDE sTu- as per sec. " be Suffolk Ccaun t y De a men 2aaz a 1 system sh a l l Hea 1 t h p �' a-:. w .�...,;;�. ss.o, u . 1 : , ..,, �- orJEi Loo d i s os Y 2846 5.24. 301vie MIA? 'r 9.5 15T.,: 5.25' 2aw 13,37 - �.� ( I / g Sanitary y 21.1 - p r , " 6" 11.0 17'11'. 6.10 20 e" 15.24 5052 ',,•�. j t►r I I I, DOUEaLE l L r�ICKER PLATE I SuElFLOOR I'I i''/ ,./• ; r1 for design and installation maintaining a 72 degree interior za52 6.09 301/16 181,' "FADER hal 1 b e Capable 2856 x24 30►��' 24 � 1>�s 1$7":' 1 16'>ti� 16.17: r •-;;•.r;1 2x7;:,; ,, �;.: ;:r.. .. •. rr Of f .... �'+.'. 5.25 .,• Y•:�'�-'' - . r- s stemd v e l o c i Y " t�:Ft�r t4 slu heights are akula ed based upw E r : % /i,/ a i n si n t '` ,� 1 a stn,(tUral heade ttetKnt s'lo�rt. .a - Hea t Y h w / A R a o• g en t wl th a 15 mph KtC,C R PLATE ALTERNATE b a 1 1 I " 15118" 13.4 19'11" 7.34 9'� 1$.04 w temperature a t 10 degree am ay. ,as, Device shall 222 5.32 3o y,e za r,.;__` LOCATION o protect t e c t a 1 1 sleeping noble area of 5.7 sq.ft.,clear operable width of 2(r and clear operable height of 24 EXTENQ CARR(•>,7E Ate' r � � / Z f-'1 1 1 Smoke alarms t o b e provided t p u i 1 d i n g Code *`lfipse units meet or exceed the following dimensions:clear ape y -r ry l yQ: M S Q�o T, :FRA M I N o / / _ • .,,, •+,n:• 11 D�� LANCING PLATF�R / ( , I • • " HEAD [ 1 ec t i on 717. S o f N. �ocT HEAD a • con form to S rl err 1' CARPETED al•AIR ON 'a' ;F SECTION 'A' :FFiAMIMO i tabl e vapor bar . ,. II IV -INISHEQ WOOD STAIRS FULL STRINGER NOTCHED STRINGER w I1 insulation to have suitable laced and weatherstripped, Q V, GABLE c� 0 i 1.2. A All doors opening on unheated areas must be nc�srU I •• ::ARRIAGE DETAILS FOR CAF�F'ENTER BUIL r' STAIRS r7QRMERIB Cr 13. therstri U d wea pP • an s must be • or storm door accompanied �I . table windowsfskyl ights must be weatherstripped, all glas z 14. All ops' LI" 121/ =o. 39 max. , t3•AZ or storm. 0 o from 'nsulatin - s and to 3 ©��y W (� ti 1 gLL 15. Contractor shall strip to from franc yard, amide yard , _____,_ ,r I of construction, final grade and Seed I�.l� � 1`' 1Y2M - cxTRIM ' f esu dente and upon completion 1 I ear a f Y' ,, ., -.. TRIMMER 1- CL r q �•, �- �, ' , "'rte +•�� 's area for a lawn. n 1 ons etc, are ( . this terraces and staops shown o p r r '1 orches terra I ' I (.AAD GEARING O 16r E'1 eva t ons o f grades, p J STUD WALL SHOWN t�J 2 C a l conditions. Y , r l I' PARTLY CUT AWAY change to meet topvgraph I . I 2 I subject to g e away from house and blend into y 7, Grading around new construct ion shall slop Y I N .I ( l 1 1h existing. i r 1 I 1 be as per Town paving regulations.t i ons. 1 I n Driveway paving and base steal p 1 owabl e soil 2-N 1) FL' , 18. Driv Y R al , 19. All footings to bear on unds sturbed soil with a min. 1 I have a min. o f 3'--0" o f cover. _ •- ��, r of .2 tons/sq. ft. and shall ha t Q pressure 28 days. _ _ - - \ -rete to be 250opsi stone concrete @ Y 1 F-�-i 0. All cont. - \� r TAIL �..' U I BEAMS •�, . DOUBLE HEADER I' ' 21 . A11 Structural l umber min, bend stress 1 200 psi . I200 to same and daubl e beams arcaund Double joists under al l partitions parcel 1 el LAS, I TAI_ \ 1 22• IaENING AT EXTERIC7R WALL. \� �'\•� FdcAM. 1 �,.•o,"'•""' SM LL .�a�Je�E pate 11 openings joists and %�� ,.' TR,MMER � A� r a p t5 Rei 1 ing J STAIR (� roof a f joists.,I s , car-�e N I N G J L` .� •� Jc,I S T ,,�•�;, .,.�• �f'p I in all floor and flat \\ `t bridging in 6. '` . Install 9 g exceeds rl �r In 'oi Sts , i 23 2 o f J � Scale , z .s c k n e s s ratio f 1 1.yz r``,\� � � �� beams where the noml nal depth 2 �, led at B'_011 on center maximum and shall be 1 x3 I # shall be instale metal F. \ .��. �. j CvT AWAY j Bridging d ing � .\� I i � 20� � •�, r or 18 gauge w rIEAOE Drawn g Dad blocking 2 x depth of member g �. � � lid {� • ` PLATE 1 � 'we t'1 V... , so 1 "'"�" � SCG=i_ �` ' �. •��16d STAGGERED , cross bridging, I p.111(. C�" 1sT. FL ,`> E•' O.C. / . crass bridging. _ \ 160 ,E,.. O C_ 1 - I r 20a%� ^�, i Job • 1l 11 - q C.0• ' - \Yl / SEC BEAM otherwise noted all headers to be 1212 xE /) _ oz 24. Unless _. 5 . f t live load - C.O. • _ _ ;, j ' AWAWN GUT _�. S^\ 1 ti + r T�` �l n loads; 1st floor 40# • •Desi q 25. 9 _ 0# sq. ft-t. live 1 oa d _ S q 11 Is d STAGGERED E"O.0 Sheet 1 2nd floor ' ` � ^�}� PLYWOOD `�� , SMALL CANTILEVER PLATFORM -- #-2 0# s . f t. l i V e load '4" L-,`�, µtFROM i� q LARGE--OPENING � � «-n,• attic - 30# s . f t. live load \4) ,\ 7•• a BEAiovEo �R _L 4b x roof q W �1\ �VG"� PLYWOOD SUBFLOC?R AND SALE BEARING WALLS ' _ . ., •- w d i of Shy. . t •� � � � loll .. U N1 3