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30806-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31532 Date: 04/12/06 THIS CERTIFIES that the building ADDITIONS Location of Property: 1325 MARLENE LA MATT/LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 3 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 13, 2004 pursuant to which Building Permit No. 30806-Z dated NOVEMBER 30, 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 PORCH ENCLOSURE, SCREENED PORCH & DECK ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH P & KATHLEEN CIANCIOTTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2059267 03/31/06 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 r • Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL — 765-1802 — APPLICATION FOR CERTIFICATE OF OCCUPANCY c This application must be filled in by typewriter or ink and subtrtted to the Building Department with tl'followmg'• A. For new building or new use: L Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. '4 S O (o New Construction: Old or Pre-existing Building: 11 (check one) Location of Property: 3 a S } kAL LCA T, Lf1cN House No. Sheet Hamlet Owner or Owners of Property: It`�S ��{ '� �� C( �A) !A,>) G I o-T--T0 Suffolk County Tax Map No 1000, Section 4 y Block 3 Lot r Subdivision Filed Map. Lot: Permit No. 30 8 O Z Date of Permit. Or-r. 200 Applicant: �p Se�fJ l���/ A-A?r r'V7_)_Z2 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ plica t Signature Co 3 15 3 OcPcPr..f d-L3-L3PL tPr�cJrJ@PrJr��l arPrJrJrJ@fdJ�rJ�rJ acPcPcPrJ a�J arJ�cPc farJ�rJ ar�rJ ar�cPcPcPrJ aclrJcPrJrJr�rlr�rJ�rJ�rJ�r�rJ arJ arJ�cPcPrJ aJor�cPrJ arJ a C� CSU BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 rj 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 CERTIFIES THAT r5 5 Upon the application of upon premises owned by 5 5 5 JOSEPH CIANCIOTTO JOSEPH CIANCIOTTO 0 55 79 PRINCE STREET 1325 MARLENE LANE 5GARDEN CITY, NY 11530 MATTITUCK, NY 11952 5 CCC 5 r5 Located at 1325 MARLENE LANE MATTITUCK, NY 11952 5 SApplication Number: 2059267S C Certificate Number: 2059267 �5U- Section: Block: Lot: Building Permit: BDC: ns11 �S CDescribed as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 �5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Outside, Porch/Deck, �5 �c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 55 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 31st Day of March,2006. 5 Name QTY Rate Rating Circuit Type 5 5 Wiring and Devices 5 5 fj Outlet 2 0 Fixture 5 Fixture 2 0 Incandescent 5 5 Outlet 6 0 General Purpose 5 CU Receptacle 5 0 General Purpose 5 5 Switch 3 0 General Purpose 5 5 Paddle Fan 1 0 5 5 Receptacle 1 0 GFCI 5 5 5 5 5 5 5 5 5 S seal 1 of 1 Ic This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. l7rJrJ�r1cPr�cPtPcJ r�rJr rcPcPrJrJ a�nrJ�rJrJ arP�nrJ ar�rJrrcPrJ ac n�ncPrJrJrlcncPr�cPcncPcPcPcPr ncPrJ ar�cPcPcJ acncPrJ�r�cP�nrJrJ�cncnr�r� 21 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. 30806 Z Date NOVEMBER 30 , 2004 Permission is hereby granted to : JOSEPH P CIANCIOTTO 79 PRINCETON STREET GARDEN CITY,NY 11530 for PORCH ENCLOSURE, SCREENED PORCH & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at _1325 MARLENE LA MATT/LAUREL County Tax Map No. 473889 Section 144 Block 0003 Lot No. 004 pursuant to application dated OCTOBER 13 , 2004 and approved by the Building Inspector to expire on MAY 30 , 2006 _ Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 �o�y,OF SOUTy�6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL Shu [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � e DATE _3 I - INSPECTORS i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) - - --- - r ------------------------------------ - ------------ FOUNDATION (2ND) - - - � - off s ROUGH FRAMING& — PLUMBING - S ci INSULATION PER N.Y. STATE ENERGY CODE H _ r FINAL - — — ---- --_--_ �6 ADDITIONAL COMMENTS 52 c _----. .— — N _ -- 77 - r aOF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- © '� DATE ���� D� INSPECTORS AV SO�Tyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [/ ]\ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:,-- V/ EMARKS:, r DATE �'�� b INSPECTOR 1 {� t /• _.t .aY:v .+:t♦ 'xa�l-.,dy, l >: F. �.:' l,yt h' xy' S � / rn f � / .may '_' � 'vM'_`S ,t_,.io v. .uy _ :., 2». - � �� {•Yxs ys, �' J1 J f°'SJ! /, � K r � � �T� Y " qr f. v ,i i�b� <� es�ay+�s � ,.ax�r"�t 4'�'x,� �4•w .k jr.,�`��,yt ''r.l�m \... � ix61 :�� #h. n s.u �� 'h f� � �•�H -,tiT t F ty�:.. �x�'ancyf X-.�� .tew '1, - > v.°r i,♦c �' �.>-�`'l.'.��t :.� e.�S c L Ji.�E ."`'��{±. _ � b`�s '/ � r�sur�-.p"� �+•�, �2�� i ••y` it"n;f �a �;C•V��Cy. - � '. _ ,Y.a,Y. -.yt. +moi,..-'�K 1 ♦y�.��. �^'Y to `.:�m+1+ y .�` Nov 29 04 04: 47p Penn!d Lumber 6314770578 p. 2 ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 0 ? � Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: 65o 4 Cj4�%n,)et ' 7T0 3L MIX/eh? yC q c Dated: M10 DESIGN CODE , DESIGN CODE SUBSYSTEM AREA �„ "Iy" UA UA Exterior Walls j2 .30 0, it3 S 0.14 i3 1, S& 174 . 2 Ceiling Roof 1 7 S o.03 j 1 0.031 5� j S f'2 Floor Over Unheated Space j 7 L3 0, OS' 0.05 '9 _ SV Lq, r U Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: / !(3 . a 2 8 6. 61 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,ITVAC Systems,Duct System-,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 _ Electrical&Lighting Systems&Equip==4 to meat requaements of Section 505 Pt4 OF NEW r09 S~a4.HQl' • TGA 'r' a To the best of my knowledge, r w belief, &professional judgement, e�n�,•, ,�r�` these plans are in compliance �WaM1` with•the code. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER ^ STREET VILLAGE DISTRICT atA LOT Ian 40 UL FORMER OWNER N E ACREAGE o n I pnr TYPE OF BUILDING / :1 - ?� �: RES. Z 1d SEAS. VL. FARM COMM. IND. I CB. MISC. Est. Mkt. Value LAND IMP, TOTAL DATE REMARKS S 00 z v o r J6 0 34 d .2S d/ �D Zia 3 © r 31 P- r 1907 S It BUILDI NDIToDo DOO ft p � - 111CA46M (,,'gnc;Z)Y�o -+ . I NEW NORMAL ELOW A VE FRONTAGE ON WATER Form Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 / IJ Tiiiabie 2 DOCK Ilable 3 Lt lir ' oodland z v58 -CanZCref i Swampland Brushland House Plot Total i t i {I 1 � � 1 { - bZZ cc /7 Both Floors QQ b P Whrte 1/4'111 Interior Finish aZ Y F a Y2n v/ l` rite sons, �� 3 /b-- - 3� Fire Place Nd A Q- 33 Hest L l X Porch - --- --'Roof Type - - - - - -- - y � i/9L 1 y y Rooms 1st Floor Porch f Breezeway Patio I y v J y Rooms 2nd Floor -Garage } --- ? -p- 360 Driveway -" Dormer - t"g4v4ct �(a -_ o *ar Z/b q�� �- .-vvauVLL BUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIST TOWN HALL Do you have or need the following,before applying? SOUTHOLD, NY 11971 Board of Health TEL: (631) 765-1802 4 sets of Building Plan FAX: (631) 765-9502 Planning Board approval ww. nOrthfork.net/Southold/ PERMIT NO. 30204 t✓ surve wy Check Septic Form ExaminedN.Y.S.D.E.C. _ /l��dv 20_ Trustees Contact: Approved_ / '20o V Disapproved a/c Mail to: Ex iration Phone:,/ . 3-5R'-a�j2 Expiration-� (/3 V ,20 O� Building Inspector M APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 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 1 s 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. C- (Si tune 01 applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder O w n1 4. /e. lame of owner of premises qvc,6 7v oration signature (As on the tax roll or latest deed) f applicant is a co rP gnature o1'duly authorized officer (Name and title of corporate officer) :uilders License No. —T R 3> lumbers License No. lectricians License Noo. ther Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Subdivision — Lot Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupamy of proposed construction: a. Existing use and occupancy :5& " b h 4 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition "D f c w Alteration_Other Work -- Removal Demolition -- — Repair — (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units o A✓a Number of dwelling units on each floor_ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any: Front �j 3 y Ft 'fRear Depth Height }o £4,-f Number of Stories ���� D AJ )'7 Ffti"r n /Lsa-F-' (�IFfY f -r,k6 0, 3 �� iFCCT- Rear 3 3 v Ftp-1 Dimensions of same structure with alterati6ns or additions: Fro ten, i Depth Height jo Fft-'� Number of Stories p yF � f 8. Dimensions of entire new construction: Front 3 3 i FRi,T' Rear '33 v fe-L e th 3 Height �� FE`c� Number of Stories oa `�- 9. Size of lot: Front So Ff---"r Depth I Sp 1'f4 r 10. Date of Purchase 1 to Name of Former Owner 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__NO 13. Will lot be re-graded? YES_NO—/Will excess fill be removed from premises? YES__NO_ .fas`Ptl _ rH AS�Phone No. 14. Names of Owner of premises c LvM g9 2 Addressn� av+r� 6Rk4r aaPhone No Name of Architect P£AJ Address Phone No. _ Name of Contractor — 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF NIA ;W f being duly sworn, deposes and says that(s)he is the applicant (Name of individual 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 61 ignature of App4icant Notary Public SUSAN REYES —WWI Nenige3 saildx3 uolsslwwog Notary �unog nesseN ul pa4llenp Public State of New York OLEZZ6b �°N No.4922370 a °i n Qualified in Nassau County il1oA MaN Io IBIS Iq d NeloN Commission Expires February 28, 20 0 b S3A38 NVSnS Date. • � ... Revie . Applicant/ Owners Name:.... wed: Date Architect/ Submitted: �D CngE(1eer: '� SCTM M131ock : _ Lot: _ t)istrio: 00 Section: Subdivision project S Name. t..ocation: $igle&separate Required r� Ceti14cation: o Req' Req. I (Lot coveage I'rotx�sed l/ I Actual: r (I.ot size: Req. /' zoning t)i 0t 1: R �i �_ proposed- M4. ro�osod•�.—.) Req• (Side Yard 1'roposed:� (1tcar Yard 1 ((root Yud Proposed: // project Description: ' Permit. Suffolk County Health Dept. Naw York State. D.E:C. = Y. Town Trustees _ Town ZonW Board approval: " Town Pli m"Board apprOvd: 1 - Flood Plane Elevation M Flood Zone: C - „ IN=NBCL CMCI -=17 _ I y �I �joi��l 1 1 _ - I� _1 I Fi K: / 7, REAR ELEVATION � 1 /4” r a L 11�-��� ��� k' ui '' -y tE OF NE4y n F 1 y f A`� eirJa.-� @� 1 SIDE ELEVATION - - ��festn ' 00 — u a I 1 � i r i II EK15TING FOOTINGS { R-30 INSULATION f { h ¢4 III • 'W X 4"POST.AND 2 : '� TINDER SU5-FL %B' GIRDER _ - - Y z I . i "? EX15T1 2"%B• .n ACQ.� G"OC I II _ < -III I, I�I i� 11 loliu�il1oi� I Q N 1 m \ z I' O_ 2 - 2O%B'ACQ FJ �rI ORT POR NEW C=RJQ I I' EXERIOR WALL I � I y, F OI 14 z. 2 x OPJ 12roc � � w� f b W �u It OF NEW O IN _ - b'lr NCE T 0 1 2-2"X 8" Z-2'X B", ♦ 3P4' S r GIRDER GIRDER CONNECTED TO - CONNECTED TO 4 4")(4- POST I\ / 4"X 4"P05T NV1 >/pIy1M N �`0 037NM.T ti:� r V\ �0fbslo ' 0 0 �. till _j _I z n� � .- N v Z"%B"AGO BOX 24"BIG FOOT / BEAM TARO B MIN. OF 3` 6�/ e/(J,SCD M I E'TERlKJR.,OP DECK I BELOW GRADE ('y O II 4'X4"ACO p Org P05T O z 101/2' 4IP 1 T-I I" T-I I + T-I I' _ _ . - - 17 - _ _ . . - - IG-4' to P �' 1 3/4"X 91/2" LVL RIDGE FOUNDATION PLAN 2" -B" RAF ERS REAR I /4 - I -o - 1 G-OC 'y CRICKET PITCH .5 I ING ROOP 4-4 1 3/4"%9 1/2" ISI' IL z _ LVL vnuEr l z Q N w 00 U- m Q m ROOF PLAN " " I i 2 21-3.x 4'-a; 3-3''2" I II I 3. 3'_2"X q'_O iz 1 t - E%15TING R-19 t' INSULATION IN III 111Q' � `2'-7'X 41-0' li - - 10 EX15TIN6 Y10US� � � I q(ISTING R-19 � FROM z uj IN54L,ATION q+J t LIGHT t) VD' .5% -,� . .� VENT NON - IN5ULATED UNHEATED � �Illmj EXISTING GARAGE I, Fr . Q O � i Z, n uj Li ,2'-T X 4'.0" EXI5TING SLIDING - - OOR �, Q GyyLm Q RE OCAO DE I Q L q - - - I N OPENING IN PLACE OF O O - TRIM D150 ENING TRIMNr SLIDING CLAS DOOR - - T- - - - -- -� HEADER OVER EXIST Z 2-2'%4" POST TO RIDGE -- - R-I3 OPENING IN5ULATTION TW264a lD 1 V 5LIDING GLA55 DOOR TH INSULATION R_13 "LOCATED HERE�.- IN E CEILING � INSULATION I Y EXISTING DOOR NEW SCREENED IN PORCH 51068 EXISTING SCREENED ,PORCH TO BE REMOVED = RENNOVATED INTO A HEATED, INSULATED 5PACE �-{ M - R-301NSULATION ii UNDER SUB-FL Y TW2642 w,LU SII TW2642 TW2642 TW2642 TW2G42 W NIO P4AG I FD- - Z t� SCRE IN - - - -- _ FROM EXISTING PORCH _ ^ __ .,�_-_ OP€NEN65 m m O J LL O I2'-D U2" ,,OF NEW I I 21-0 I!2" - . - - -_ 3'-5" __ 3'-2 1/2' 3'-2 0 NEW DECKFa�owxxi+-� /I/ fg15LpN C e/D BENCH PIAMERS GD LL m H fh � O = FLAN _ _ _ _ _ _ _ __ __ _ _ _ _ __ TF - - - — - r i I3Y4X9. 2 .6 Cr 1/2 XTT 2 2" X 4" TOP PLATE Itt 1 ' X 10' FACIA i. �, W/ I " r GUTTER.BYSTEM iv _ 1 S/W X 5 112" LVLVALIi . O OX` I 2-2 _ 0n HEADER II I ,OV2R.Dt30R,(TYP.) I` lot w � I ----4"STUD�WALL �, w1• i l I PLANTER . _ l� I@IALING MIN�F1 a4 „ T { EXISTING TOP5ti0E 5 - DECKING'. .1 - _ . . /4"X 6" TOP - 'DECKING EXISTING FOOTINGS, 't 4" X 4" POST, 2' X 8" RDER GIRDER. AND 2" X 6' G X 8" ACO 2" X 8" AGO g" X 4" ACO FJ I6"OG I FJ I6"OG POST ROVIDE RT7 USP ' EXISTING ONNECTOR'' 8" SONO TUBE FO,UNDATIO'N' _ - w 24" BIG FOOT MIN. OF 3' I' BELOW GRADE 3/,81' I`. I I li to N lolm EXISTING 2" X 10' EX15TING 2" X 12" 0 R� Z R.R. I.6"OC RIDGE Z W i, Q i it R-30 INSULATION Z i IN THE CEILING Z� , FYIjj II i WI i '21Di 2- 2" X 4" TOP PLATE Oi ' F- 1 II �00 O t EXISTING 2" X 4" Z � - - STUD WALL W3d' Ilan di , i R- 13 IN5ULATION O ° --J 0 O o Z n R- 19 IN5ULATION UNDER 5UB-FL U "� 000 co _ 54" X6" TOP 1/2" PLYWOOD DECKING PROVIDE RT7 USP SUPPORT THE .2" X 8' ACQ FJ @ 16"00 CONNECTOR INSULATION --- 4" X 4" ACQ P05T GIRDER 8" SONO TUBE Qn� H 24" BIG FOOT Z MIN. OF 3' w BELOW GRADE U OZ 111 5ECTION A-13 OF NEW 5UN ROOM 4KaENEwP, U. y Z 3/8 11 1 1-011 lLLJ O ��FpS10N�\' 2OJ LL m O � N W W (7 Q d GENERAL'CONSTRUCTION�IVOTGENERAL ERAMING NbT@5 " ES 7"The lnigrtriatl0n',or,+thia satMapnsWctlpn to S aril 2X8,to.be studgnde dFWitter"IB°bVc. .Agio9kleY1'tpY7tln Matelot - _. _ - . intent and'freming details; fhpy 7Ne lMended:ad a 4 aonstNcfi Id;noir-a;aui>>tl1uM '`" to,be;-dl ' . - - P dam', " � � Mrplas 5r or tlalleL for genergily accepted gowLtiafldM ceaad pbmplianoe'WE bu7ranf New York - " tis.E 3i, mcw D+1!a a_a ANq j s," �- _ _ _ statabLMdin codes. The ertata't7dr4raCWris - .. 9 , lqd; - 'Ruch a ANuAL" g' g 1porMible/orprovttlin ftandaFtl 2.Ally framin In contest.-Nfth concrete s T ... , - _ - -,.,, JOINT DE D EDITIDN WOOo FRAME GON Y NAIL SPACTNa � y etu�Y � 9d, RIR TION 1 - NAIL "UALITY ' : rb4adD(Mtd ensure* finished,Phu � e(ntW'bnry lobe plewure tre8 I sounconsd end weathlerproofoomplNed product. 3,Frovld}_dbu4le.AoorJoistsunder all walla palallsl to'800r hltaparildbo tio,Unless a3 'PaAM�N°w IN . . _, . _ .. . '_:_ . . '�_ 091ervllSe speDNjed. " ' RAR TO TOP PL,A'fE - T°E_xAILE0 d 0"-W ALL "3 6d-- PER RAFTER " ll I� 2.General Contradict to CgOrdI0Gt9 all eab.Conb'ACtOrs,scheduling ofwork. and - ._.. _. 1 _-_ 19 0" W A L L A ads P ER R A F T EB .. 4. umOfV-0"olefor all dimensional �� p 14�'T1G JOIST T° TpP PLATE-_ -_-_ - ITOE, NAILED-,, i_A' WALL a6d PER JOIST joists. or aolid;blockin9 etamextim - __ ._ _. ... -16'0- WALL lea PER _b", tl 3.Theinterac40nere 0113CWf It responsible TOP eneUriG .9182 all w01k,and'ConStirJC110n n trades, um erfl0o[ to dEiiA6 JOIST TO PARALLEL RAFTER I _ ,FACE NAILE D SEE TABLE 9.1' EACKL�P ' g p g FHIL IN G, JOIST LAPS OVER PARTITt0 Nil IFACE NAILE°" _ _SEE TABLE SS " EACH LAP meets orexceede>: S. Floor construction: tongue and move l oor Finished material 1A be coii'ARfit TO RAFTER (FACE NAILED _ SEE TABLE 3 4PER etc. These Codes" Leto be consliderred as and of the Specifications fpr#etas buildg a applied over subfloor. Glue and screw plywoodd d�ng to�floorjoleta. � eTo't�k INc r, _ .7 _- . _ _.. . _ . _ _ . . ,. . _ . - _ ... _ _ - - _ .. _ - and should be adhered to even if they arc in valance with the plan. 6.All window and dont Modem to beminimum(2)2x10,unless otherW(ee opacified' WALL nAMpiN G���reR _ ,-. -1euo rNinli�Eo - :Bpd _ Encrei END- I p shall n over mdrawings I le drewiG a ." Ati inteflot,needers by be 2X10 untQ8 elltetWdse,e e0 f �,P"RLATE TO, TOPTOP PLATE .. FACE RAILS°_,.__. - _ 2�led _ PER FQOT _ e� __ .. Pdo 1W scale ,Q ) CJi P, _ P o %LATER ATItI-TE RS EC TI°NSFACE NAKED _ _ _ _ 411atl, JOINT5 -EACH BIO E_ - -- =�� "�� ' 4.Dmensl nos al rake precedent Ye ca ( ,.r. d u16'4o_sru D._____. - _'-,.._. ._ FncE'NA a£6 .:;_ _ ___ Ti6a _ , -'" s4'o _ --.. -"fi 6,Thedes�nR t�Ilot been;engaged_for coMtiaWOrieUPEMe1oG Intl aaeURiee hO ' 7.'Provlde full solid blocking Under all betaiG - :AORR_TO HEADED _. -___, _ _, FACE NAILED- - . , .- tad . .-" 16'OIC ACd AOEuo E6 reePPnsibifsy/prdOnaQn-p7gid�rlegng 4liU1_ S,ae,Plana�'nOrpOMlblll(y for TOP OR"BOTTOM PLATE„TO aTUP ,. ENO NAILED. . _ _ __. .2-t 6d_ -,. -_ - PTE R_2x4 9T0 b_ ne1NCfI0R nleano.itiethCdl,(BOfIGt Uea,segbenoesr grprocedUres;t}Ffpr Bafety eqU gr each and oras specified. __ _ _ _ 3-1 tld PER 3Ir6 6 iU 0 P p q r B.Alt beams have ad Mebearin at g Walla . . :. - ._. . _. ._ - .. 4=,ed _ PER xI s Tu o, specific sedorIm Implied In tM use of those pfa caro aro no warrentlec fira 9"All gush beam and is g g BoardO, PLATE TO fLT, R SolsC I _ - d . -, . PER Fo°r P6c P W _ _._ _- - . . _. _ hangers. eANDJ015T END_JQ 1ST OR BLOCKING FACE_ NAILED 210 intersections to have galvanized e I -'- 1 a 00 PRAM[NO _ - 6. Refer to floor plans,exterior elevations,and window schedule for types and sixes Of 10.Typical exterior walls aril root to be sheathed with W exterior grade plywood or jp rs l-TO S ILLTOO,PLATE, O R GIRDER _LTO E N A LLE h_ - _ 4 E d . E a 46 IS T g p rf01'1118nCe gBalfty DT aPproVed egURl: h/Re OSB plyxmod,gawp 1,APA rated. Plywood W asap over eU platM and _ a R ID d IN G TO .IOIs'T_ . TOE NAILED __ _ 2 6 d EACH E H O 7. Door end window t0 align h headers, " ' eLQCkIN0 TO JO LET tTOE NAILED - 2 atl - EACH SCd - �� li windows. All windows to be Andersen high e _ d0 g otherwise noted. 4-6 E 75:QgING F SILL OR TOP PLATE TOE NA14E4 316d EACH SLO C% _ 11.Provitle insulation ball'! el BaVe Ve LEDGER STRIP T09EAM ___ IFACE NAILED _ _ 9160 _ EACH J61a{T -_ - _ 0I Ir� B.General C01111a420fle to ape between rafters. 401ST ON LEOGEk TO'BEAM ITOE NAILED _ _ 9 6a _ _ PEP JOI T _ Construction meets or exceed all manufacturers s 9 applicable Codes. 12.Eldelor flashing t0 be cone installed at all Connections bevy ' B A N O JO IS T TO-JOIST E N D'N A IL E D 3 16 tl _ PEN JOIST _ Vii" at mason and plefabrkated fireplace " - e BAND JOIST TO SILL OR TOP PUTS TOE NAILED - - ". 2-lid PER FOOT , lam g.GeneretCOrdl'dCMr(o COGSU end coordinate with the OWflef and me Plane for alt practices. P q YWn99UCIWn�11 I;far PANELS I ,. .. _ _- APERIN ETES EDGE ZONE - IS-IO/G - V`AT PgNEI, - urs that abeNM ,CI -..- , }, _ .- . .:,. _ _ -- _I _. __ J. . ,___ _ - ___ . . _ 8d _ _ , _- . PANEL FIELD IN EOIATE' SUPPO DGESAN012' I I� I peoiNcebpne BPP chimneys,projections,and penetrations as required h approved built in items suohas bookcases, g, pantry, osets,etc. ITS m THE _ V, 1.3,Geneol Contractor,to provide adequate a1HQ ventilation and mof vents. 1 - isp INTERIOR ZONE IV Pa e' AT PANELF 10. Provide hardwired smoke detectors,with'battary backup,On all floor,and in each ad AT INTERMEDIATE S U P PO RTS IN THE"""PIREL FIELD Residential Construction Code:1n 11Carbon monoxiquharments,as de detectors N par York _GENERIAI,:PLUMBING NOTESMilation at overhangs. PERIMETER 6P-GE-ZONE ATTACHMENT RE OUIREMENTS SHALL USED. „THEA d l SII I 14, appropriate erhan s. FOR ROOF SHEATHING WITHIN 4'-a" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING i-D' ON EACH SLOE OF THE ROOF PE K, as r coda. - T _ _ _ _ CEILING SHEATHING f GENERAL FOUNDATION NOTES 1.Plum4iGg subcontractor to be responsible foradhedng to all applicable code and G -- "W_A L L a b A-R b -" . . . � 9[ COORS T" EOOE / 10" FIELD o Safety requirements„ WALL SHEATHING _ 1. General contractor t0 review plans,slavations,and debdls to determine intended $TR U�t1TU RAL PANELS i- 6d A EDGE ZONE " te" OIC E AT rANEL EbGEB ANp"12^ heights of finished flwr(a)above typical grade 2.If*011 plates or joists are Celt during the Installation of plumbing fixtures or - - -"-- - J -- .. _... _ ,_ -. AT INTERM-EDIATE SUPPORTS IN THE PJLNEL.FIELD _ Ct p do to framing backt ether. as IH.TEE6RZONE , le 0/6- 6" AT PANECIEDGEBANb 13" _ AT INTERMEDIATE SUPPORTS IN THE P4NEL FIELD n tie soil, egUlpMent" revile bra FIe£-ia CARD PANELS - - -- - ITAS - ----� - - " -- ad - 3 EDGE / 6 FIELD ' " 2.All footings to rest on undisturbed GENERAL HVAC SYSTEM NOTES g �, _ _ ... _ 125192ea __ . . a EODa-/ 6FIE,L°_. _- f _ _ _ .. W d' bct FIELD Concrete Of masonry Walls occurring Inexte0r or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable °vPGUM WALL$OA RO - _ ad COOLERS, .- 4-664'E ENTSRM'E p1A TE SUPPORTS IN THE P1 Cl) _- __-- _ ____. ....._. _. _ __..__.. _�-.__, _ - ._._. bNEL AND tg a- l0 be3.Provide placedonce Oilstabilizedp°lyethy ena�apo�c�bamer.n relldCroiCg. 2.HVAC subcontractor,to fully Coordinate all system date and requirements codes End � j�p.(yg��IO.tVD I WEATHERING AND GEOGRAPHIC IREDEBIGN CRITERIA NEL FIELD P I A atlTONE it" dld e" AT PANEL-E HAROe OARp I safety requi encs. ._ __ " p } o Interior slabs to 6 4.Concrete on 4 _ equipment supplier. Q Z 5. Provide Crawl space ventilation per local code requirements. y 17(X'b"IIFd.C,'III�NMAPLYII _I FROST LINE DEPTH 3'-0" - Z R - --______.______ __..___--. .., .I TERMITE MODERATE TO HEAVY r Z A P pP - 3.HVAC r,owner,a and eq code final system layout thawing and approval. t to general RaFOSPACIN"-P 16'IYC I v 6 General contractor to install cop-Gtex(or copper)sheet serol termite shields contractor,owner,end equipment supplier for anal review and approval. DECAY SLIGHT TO MODERATE Q .- between all wood surfaces that are exposed to concrete or masonry surfaces. ��H �SPANI WINTER DESIGN TEMP. 11 NEW CODE IIA 24 20 31 ICE SHIELD UNDER- ___ _ AS PER MANUFACTURER'S 7. Damppmof exterior of foundation with a bituminous coating as per code and soil --- ------ - 31 11 1 LAYMENT REQUIRED " SPECIFICATIONS/STATE CODE conditions. GEN@RAL_WIND PROTECTIbNCONNE0TI0N NOTES ' FLOOD HAZARDS" - Adoptod from Standard for Hurricane Resistant Residential Construction;SSTD 10-99, ' 4:1 11 „ _ and 1995 SBC High Wind Edition Wood Frame Construction 61 SOUTHOLD BUILDING DEPARTMENT'CRITERIA GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 7.1 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. 1.Dimensions shall take precedent over Scale drawings tdo not scale drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof 91 USE DWELLING UNIT-SECTION 310.310.2 framing shall be'provided. 121 2 HEIGHT 2.All interior walls to be covered With%"gypsum board with metal corner reinforcing. FIRE AREA(Bat) $O. FT.ITOTAL Tape float,and sand{3 wets). Standaroved d Butfd'mgConnectors, de,Table 23087 shell be Iother nstalled mCes not Included accordance with the 3.0IINI1 wIND EDn1oN OVooD ----- 40Eg GN CRITERIA3 TYPE OF UCTION PRESCRIPTIVE CONSTRUCTION rr , DESIGN-1995 HIGH WIND EDITION WFCM V,/ It cores 2 layers of 5/8",fira rated Y gypsum P �_ P _.-__ _ _. _ _._ _ 7 WINDOW AND DOOR SCHEDULE 6ECTION6 WZ 3.9 aIle common to Braga and house to have s and Calling. Manufactured lumber actors,screws.dohs,and naiy exposed direc9 to the weather or __ i 8 COAD PATH SEE SECTION"A" Z a leer of 5/8",fire rated sum board manufacturers recommendations. PRpME cousrnuCTION MANUAL 5 1 ELEMENTS SEE FLOOR PLANS No at garage side with 5'-0"return on adjacent Weil g RAFTER S_PACLNG IB" 0xC i _ _ _ 6 DESIGN LOAD CALCULATIONS I requires y gypsum board. � " 3. Metal lades,cosh y hxo m h FAS TEST IN INDSPE ED w D,r subject to sail corrosion in costal areas,Shall be stainless steel or hot dipped 1 U 4.All bath and toilet area wails and ceilings adjacent to wet areas to have water galvanized. ROOF ROOF NUMBER g NAILING SCHEDULE 1 I ''� (7 resistant gypsum board,or wail Ole set on wonderboard or equal. PITCH SPAN (ft) OF NAILS r� ZO 4.Where windows and doors Interrupt wood structural panel sheathing and siding. 412 12 3 10 EGRESS X DESIGN 'LOAD CAL U "A T IO N S framing anchors or connectors shall be provided,at the top and bottom of cripple -"---_ -_ _ _ `1s " - -- -_4 11 PLUMBING RISER DIAGRAM `L.� O studs,header studs,and at least one stud,at each side of opening. "'�' _ - 20 "' -:- -- 5 12 FIRE PROTECTION 'O IN IMUM UN FO RML DISTRIBUTED LI ' LOA05 lbs - .,. .. _. s4 __ 6 13 TRUSS DESIGN DRAWINGS W EX T'E R 10'R B ALC O N I E 3 60 5,Ridge straps shall be attached to each pair of opposing rafters except where collar -- _.__. _ 32 _ _ . .. . s 14 ENERGY CALCULATIONS DECKS 40 des of Axa or 2x4 lumber is located in upper third of attic apace and attach to Bach pair 36 _ _ y ATTICS WITHOUT STORAGE 0 of rafters. 512 12 3 ATTICS WITH STORAGE 40 8 Uplift connectors shall be provided at each Tager bearing. - -- - -- - 7r..) ROOMS OTHER THAN SLEEPING ROOMS 40 - - 26 d A 1 O 3 L E -PINGROOMS 0 7.Floor to riper hold-dome to be provided every 48,aril every 16"within 4'of exterior " '- 24 s x comers. -' _ 26 6 CRIT RAF R . L I N DEAD LOAD _ _. - - 32 _- - - - _? ACTUAL 'F' A R I L3 R F E N . .A. 8. Sill Plate to FoUndabon Anchorage: Sill Ole shall be anchored to the foundation 3e b ' _ ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts or once anchor bob baft ddhm�� n"6and'"xT'x 116"Washers. A ., ._ _„ 6:12 2 inches of each end of --.- - - - - - , 1s _-- .- 3 SN V7- each plate. Anchor bolts shall have a minimum embedment of 7Inches in concrete/ ----' - u _ 5 G O U N D SNOW LOAD 48 Ida. masonry foundations. Anchor bolts shall be located within"12 inches of comers and at -.. - '- "26 - - -a spacing Got exceeding 4 feet on Center. .. . . - _. . 32 . . e SEISMIC DESIGN CATEG RY' S - _ _T:1.2_•12n2_ 12 _ 2 THESE NOTES ARE GENERAL CONSTRUCITON NOTE$. TH IN La'ARENOT _. . _. is - 3 ao WIND BREED 1120 In h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS - " EXPO SU CATEGORY g GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR ze _ 5 GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. - " 32 S"TRUCTURAF QD NPANELS OR .A�m7MFw eOscRoN'N,rTxENoA4wO+6 RIS PO �HEIG •g(HAMMENDII, T - - - - — --- I I � .. MULTIPLE SECTION ASSEMBLY. 14! THICK BOLTS @'2'OC I I F R "" "T1ry/28.42 O 11,TILT WASH '4.3 7.621 415 10 25 9 -34.7 Stl•, 3'-tll''X 4'- Tal � O r LL IN WS-T�LiBE AND _ M _6_R_ T._.--------------- A --' —TP�RFbR ANOE PPROVED EQUAL" ___",__.,, _ fiRSE `NIGH CALCTI4 TI $ OR'WIMWS SASEp .UP013 EXPpSURE B'__ ____I ,_ _ __ MUS7 HAVE D UPGRA06 KIT _ �r��i COEFFICIENT I.O WI H 120 am h' ASIC WIND.SPEOb AS ER TABLE . E MEETS NY STATE EGRESS REQU EMENTS wl�i'al GRILLE ._ —� _ ._____ _ ES 'SEE ELEVAT ONS 301 2 (2)"NE111�YOR�_ TATE BUILDING CDE� ^' -- _- --- FpR HA�ITABL " v—' " IWALk O-�NINQ'S" INCLI�DING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEA�LE 5/8" WOOD STRUCTURAL PANELS hrWYPH'MAX1Fi1UM J�F��0" SPAN. 'FASTERS FOi SPANS UP TO 6'_-0' SHALL B T2 1/2 # 8"WOOD CREWS AT_ 18 OIC FASTENERS - •, FOI`t'SPA S�Up TT�84 S'1�ALl,��E` 21/2"-#SAT ! OIC " TABLE 3012.1.2 �N2 "NEIGH ILL SOW" rMUS'T ITSE. -._� " __ _ ..._ __._ - __ ALL N L N$�VTOP ( jf R SST OOL� ADD ION A 1/2" X 9l4' DID UPGRADE ILL STOP _(SILL STOPS HEHT AN{S"REQUIRE THE•PF16YA4kATiON OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) ALL UNIT MUST"MEETOR XCEED THE MINIMUM DESIGN PRE 36URE"REQUIRED, ANY MULLED UNITS MUST MEEYOR EXCEE " -" "' - -" � GLAZINf314u"UST'MEE ABT�IN" E 1 BE TEST REAUIRAAENT$AS PE 'T^u ^ -JNn LLJ - �LT-� "'_.._� _ _ _ __FER LOADS TO THE ROUGH OPENING SUBSTRATE�'A'LLEX'�ERIO R_ _ _ � � : _ _REFER TO SECTION R 1609.1.4 OD O o OL z LU 4 MUTT ASSEMBLY M SHUTTER SSEMBL e- N.T.S. FOR PANEL SPARS:0<W-0"WIDE SPAN TABLE 1609.1.4 ❑ y. o 0 Oz $ 23/32"APA SPANtRATEp 48124SHEATHING GRADE PLYWOOD(OVERLAP-AROUND OPENINGS 4'T w � Z V I - USE AC GRADE W/4 COATS EXTERIOR PAINT 2 SIDES,A EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN Tp"BUILDING w!#8X3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW 0 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.wl#10x 1 Yx"(WI WASHERS)MACHINE BOLT®12"O.C, WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. - FOKPANEL$1 4!-0"OR WIDER SPAN W rl ' SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO<'4'-0"SPAN. - � - "+11 zW NOTE ADDITIONS: U -20 STRONG-BACKS @ 24"OC Z ASSEMBLY; � Oow 1). PREASSEMBLE PLYWOOD TO 2x4'S:# 10x3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12"O.C. UL ALTERNATIVE FOR OPENING PROTECTION LU WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7110"AND MAXIMUM PANEL SPAN OF VA' ^ ' 2SHALL BE PERMITTED FOR OF w PROTECTION IN ON AND TWO STORY SUILOINOB. PANELS O $HALL ME PRECUT TO COVER GLAZED OPENING$WITH ATTACHMENT HARDWARE PROVIDED. /� 3:09.1 (REFER TO SECTION,1609.14 AND /609.0.0 AND TABLE NO2,1.4) (.r.! ,i TABLE 1608.1.4 WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOODSTRUCTURAL PANELS -FASTENER SPACING[INCH991 PANEL SPAN <2' X4'<PANEL 4'0`< PANEL W-0"< PANEL FASTENER TYPE 0" SPAN< 4'4" SPAN <6'"0" SPAN'4 6'4" 1 2" NSW D 6 REW IQ 19 2 U2" NN WOOD SCREWS ie IS _1N 12 GO A THIS TABLE 18 BASED ON A MAXIMUM WIND SPSSO IS DECONO OUSTI OF 100 MPH AND MEAN ROOP t HEIGHI'OF 38'0"OR LESS h- M PAMTENERD SHALL 9E INSTALLED AT OPPOSING ENDS OF THS WOOD STRUCTURAL PANEL, U. WHPNE DCREWS ARE ATTACHED TO MASONRY OR MASONNY I STUCCO, THEY SHALL BE Al'1'A01I UTILIZING VIDRATION NENIDTANT ANCHORS HAVING A MINIMUM WITHORAWL ❑APAOt rY OI'ASU I SC a, p RIDGE— I ZI ISI i RAFTER USPRSWAT21 i I I A RAFTER/RHAQ9jRAFTERwRRor._ RING STUDS RAFTER RIDGE -- RAFTER---__. STUD - _ _ _ __ E) USP R718AR'12)RT7 ' HEADER— RA TOP PLATE - UBP R3i511 AT 21 TOP PLATE-- USPRS260 ATIS' USP RT3 - - USPRT20 --- USP US lom ES WALL STUD __--. E} USP RS260 AT 12' - CONNECTION USP PRODUCT NUM 'WALLSTUR --` - A RAFTER/RgGEIRAFTER WITH OT' RSM 21 - JACNSTUDS --_ - - RAFIEROTIDGE/RAFlER WITHOUT CT R826a 21'+LSBHIT&I B FiERIPLATE/STUD RT20 RAFTER/PLATE RT10 or 12)RT/ PLAMSTUD RS2501p' B RAFTER/PLATEISTUD B �RAFTERIPLATE __PLLATE/STUD C H—EADER/STUD HEADERIJACK Zso 12 C HEADER/STUD R —. - -- _. - -- - --_ --- - HEAOER/y1CK SND RS a0 — - A1_�__ TER�RIDGElRAFTgRW/D_DT_— " _ _— _ ' / - ' � --x D FLOOR TO FLOOR NIFTA of RS250 38" d cc) _ - - - - - E S1U0/PLAIFJSILL RS250 36" CL STUDIPLATE RS260 16' Z r PLATUSILL MP6F F ANCHORSOLTS STB76 T G POSTANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES C'2 j_1Y8 OR 2k4 18"OIC COLLAR TIES MM- I -- i 0 .. w h- POST__--_-___ E) W USP CBE- ip P.C.FOOTING 2ND,FLOOR WALL STUD-- E) 2ND.FLOOR WALL STUD— O ISL FLOORYWSLSTUD--- - �..{ 1ST.FLOORWALL STIN) G __�POSTANCHORFoacwERE OPORCHE9 W 2ND.FLOOR PLATE— - -- - _ - -- 2ND.FLOOR PLATE-- SUBFLOOR- - __ L- 8UBFLOOR--- SUBPLOOR--- 1ST.FLOOR PLATE 1ST.FLOOR PLATE--- - Z -- SUBFL.00R W RIM BOARD-- RIM BOARD - U USP KL A --_ USP RS250 AT 9&'---- USP RS250AT'3B" -- USP R5250 AT i6' RIM BOARD - - RIMBOARD --- ) '!�] Z 1ST.FLOOR TOP PLATES - IST.FLOOR TOP PLATES POST - \ O DOUBLE SILL PLATE DOUBLE BILL PLATE-- USP MPSF —_ - 'SE O� h0 d IST FLOOR WAW.STUD-- 1ST FLOOR WALL STUD FOUNDATION WALL 7e CE FOUNDATION WALL -0 USP PAU — - - yA��N • $ d Z P.C,FOOTING- W � 07221' 1 D FLOOR TO FLOOR_ .. . - . D - FLOOR TO - = E I STU G POST ANCHORS FOR j D/PLATE!$ILL _ _. ,,- E " ,STUDlPLATE PLATEISILL - --- of Q 00 `� III I , iI WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ! III 'O C MAX Im "4•DU%MAXIMUM } - II III I;0 41 DIA,MAXIMUM ' I POST dRDEAIHEADER R IID i= +� 1 LD m ~ o +fin '�im �IW ��'¢ i IR POSTIODU MIN 1F O CONCRRETEETEFOOTING IdiI BECK POST FTG CONNE TC ION LOCATION US B DESCRIPTION V ON DECK/PORCH RAILING +x4Posr PAuaDR u / EAMANCHOR APPL DEACHFoon ' I r rnr,anFa/NFPDE PollR CONNECTION a%B ST PAUBB OR PST 'A HOR AP ODTING ' STAIR RAILING USE MIN.(2)IM DW IGALV.DOLTS WITH WASHERS AND NUT- 1d7SPACE MINIMUM > I UUUU HANDRAILS 0wtl I UI POST GIRDER/HEADER a II CONCRETE PIE RIMNECKJO19 L J BAWBTERS POST/COLUMN (WEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL DE CONTINUOUSTHE FULL LENGTH POST-TO-DECK CONNECTION HEADERNUMBER I 05UO-P PtiLlm NE 1I aG OFTHESTAIRS. HANDGRIPPORTONOFALLHANDRAILS L TION LISP NUMBER OE9�P[ON APPLIGTKW o N SHALL NOT BE LEN THAN I.IW NOR MORE THAN Y'IN USEMIN (3)Nr OA.GALV BOLTSWITH WASHERS AND NUT- (2) EA 6PA OR WE49 POST/DEAN ANCHOR PLY TO EA PER a O CROSS SECTIONAL DIMENSION,ORTHE SHAPE SHALL GIRDER/HEADER TO POST/COLUMN CONNECTION I(S)BEAMS PA Bd EBB T1B CHOR PLYT MPIEft Z T� PROVIDE AN EQUIVALENT GRIPPING SURFACE / Ol 1� W C FLASHING TUCKED UNDER / '•�r a f+J TOP PIECE OF SIDING AND �} C9 � 10 LAPPED OVER FlR6TCONTIN. �! + PIECE OF UNDISTURBED SOIL -I - GIROERMEADER LAY PLASTIC BASE DIRECTLY ON I:•.IL } 112 DIA LAD DOLTS W/WASHERS UNDISTIIRBE0SOIL IORGANICB REMQVED) k .. . . Z O - CONNECTED TO BLDG @IV OC • - FIT CONSTRUCTION TUBE AND PLUMB n 1,, n STAIR TREAD POSTICOLUMN FILL AS PER MANUFACTURES'INSTRUCTIONS �T a^ g ro RIM BOARD FLOOR FRAMING 2x JOISTS BI I- III=111'111-IIh11-111'11-111nIIFlI STRINGER BLOCKING FOR JOIST HANGER POST TO-GIRDERIHEADER CONNECTION LAG BOLTS LOCATION urJBE 0 c PTI cnn RIMJolsrrso. e.> DISTURBED / POOR SOIL 4x DCOL MN PBSN/P ="IK CAP CHOR LY MN LAY4A•LAYER OF CRU-HED STONE OR STRINGER TO DECK/PORCH CONNECTION INS DDuocoLUM r 1 Posr HOR Lvro coL GRAVEL HOLLOW COLUMN SIMP90N STRRa H.C.ANC APPL OEACH COLUMN DECKJPOBrNI I=- RrONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL WE ` ' FIT CONSTRUCTION TUBE AND PLUMB r"1 BRACETUSE FILL AS PER MANUFACTURES'INSTRUCTIONS 'G,�„III .III-111;;.6[,—allalll-11;; .II W. WOOD JOIST 0 WOOD JOIST JOIST BLOCKING, CONI( PIER FOOTING Z BIGFOOT SYSTEMS FOOTING FORM Q GIRDERMEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN - COMPLIES WITH THE INTENT OF ME CODE AND THE MATERIAL OFFERED IS NEW 0 WWOOD OIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT til CE r0 LL WOOD JOIST GIROERMEADER PRESCRIBED INTHE CODE. 5 gLA ,'(, 1' 0 THE OMSION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.V.S.BASED UPON ICBG EVALUATION SERVICE REPORT u B r ; CF'1` Q FNLISH.InICTSWITHHEADER/GIRDER courcnJ015TSOVERHEADERIGIRDER ER-MI16AND SUBJECT TO THE CONDITIONS THEREIN `�..L; ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADERIGIRDER PROVIDE SL%IOIG BETWEEN JOISTS THAT ME SPICED AND '., W T W THE PROPER STEEL CONNECTOR. USE WITH RTIOTYOOWNANCHORS n , IF ABLE,SET FIR JOISTS APROX.1/4`HIGHER THAN LVL HEADERS LOCATION U NMBER DEMRI ON APPLICA 4 r03S '1 �y.V,II W 0 TO ALLOW FOR SHRINKAGE. JOIST TO GI'GE EAGER 10 AN CONNECT TO J01 T �FEtSiOTi�� DECK& PORCH NOTES: _ NAILING SCHEDULE 1).U----atlxmNu nobd,dlNwtlnB mehhlbbBl ACO Lxwam Ceded lum6m.-._- _ JOINTDERCRIPTION NY - 9PACIING NOTES , MheMre,NngnmxW enM°mbbyMnlmtlmeWNeeedM. ____ _— COMMON__---_ JOIST TO: PER TOE ])GlAenfwdeak pmbbOe NdW oremfiMW heedl poNapW Wdlwplamwdnub. 91LL,TOPftATEORGIROER +-Bd -JOIST _NINE Glmem an oanmeh mn dull b ndlwed xBA PBDm ebd wnlNmme m0hond mama,l.,wnnminlm�.n,7amx,•bae.nw„haB.+BI�Ad�..mdnM.. _ _ CLIMATIC 8T GTOE EOGRAPHIC DESIGN CRITERIA _-_.. _ _ ;o',°�'T 2Bd COMMON �L 3 Pori euPPaNN BINen eluu b whom b A 12'x12x12 VmAamgAMMotlnp. GROUND WINO SEISMIC FROST WINTER ICE6HIE10 FLOOD - IBLOCNING- - - - EACH -TOE &NOW 9PBFJ DESIGN WEATHERING LINE TERMRE DECAY DESIGN UNDEPLAYMENT HALIRDS TO JOISTO _ - END NAIL -- �wP�1�7dmxTMxgtndw EdlwiN wrlNnand nuh.Fa°tl�gd9hq LOA° (MPH) CATEDORY OFPTH TEMP REOUIED ^. _- . .._�_ -_ -__� I -- -. _- - BLOGNINGT 3 1Bd CO N EACH _TOE- N w MODERATE SLIGHTTO ___SILL ORTOP PLATE BLOCK NAIL �` ! /).DAd�IWbb ave dorMlp MA'0°a. +5 LBS. 1]11 D SEVEE 3FT ro�MY MODERATE 11 NONE _ -_. LEDGER STRIP EACH FACE TO BEAM _ JOIST NAIL vi \ 6).AmlMmum d,0lMi NeNIONWbMIelMdbeWeen,b pnYdlla AM NdBx. JOISTONLEDGER PER TOE LetlBelbbhrilddb hWMhlBx1m 17dh Ealb xBh wANme ndnw TO BEAM 3-Bd COMMON JOIST _ NAIL h alra.c / , - SAINTJOIST3 iBtlCOMMON JOIS W'o_ BIC°ncdepMnxhN bAminhnum B'dxnv BnMe 1 _ TO JOIST _ _ _ _ � II _ - L BAND JOISTLA 2-1M CDMMONI PER TOE NAIL �AI�I ajo�mel bbcwppwlndwM henpm cM cndmre ExA Jaht Mdl Webe wchwed -- SILL OR TOP PLATE _ _ �11��1 F00T_ I c� 1 C� L t= s � PROVIDE CRICKET IN - �j- BEl WEEN BOTH RlCOFS , AN RAVED AS NOTED ; ' V N, -IP! 3UI�C I'OD, -M FGE R TH1 c. : INS E vrJ REQUIRED �IIREO GO PLUMBING FF4MING u I : - CONSTMUST �J q -I FUR CO.OMPLETE ESTCLM AL HcTIoNSH � U NEWSTR OFN S0 Eoi [FJJ' � D _ F 0 i L C A _ T 5 0 „ ' - EN LE FQF�, ,.. M E IB _- IR S U N 0 0 m P .. 5 F E TR _ 0 N S. a pTE aR0 . ST N E . � ,.. RN 10 0 T Y C U � I sia q I R co N i 4aN 0 t DES I ry e REAR ELEVATIC) il 1 /4" = 1 '-O" OCCUPANCY OR -- --.----- - =-- - -- - ==-. USE IS UNLAWFUL - - -- - - -- --- -- - - " WITHOUT CERTIFICATE i OF OCCUPANCY UNDERvpTERS CERTIFICATE REQUIRED CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. f ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE ODES OF NFW YOPv ISI=. E_ LI=VATION k LM h 1 W t f I FO 0313Sti1 ��1 (/J/ p i5S10�r --------_._. _ .-_._.. _�__._� RETAIN STORMWATERRUNCIFF FLOOD ZONE _..-.. . _ .___._W.__._._._.. _....-.._...___.__.__..___._._.._ __ ..._._.._. -_-- �� COMPLY WITH nH��F-FR "46 PURSUANT TO SECTION 45-IOC FLOOD DAM,3 _ Pi ENTION OF THE TOWN CODE. SOUTHOLD TOW" —ODE. 666 f f a � I � zO OF 'i tl III Q o O e r M5TING FOOTINGS �III R-30 I1,19UL4TION i p v 4"X 4" P05T, AND 2 : UNDER 5UB-FL - 'I � jl y X B" GIRDER 1 1 �D N - ACO 110OC Ilii IIIb n'_.._t l Q1 I I I I I I _ III I_I i7 N N �1Hl1 o ci a,u N 2 - 2"X b"AGO `N 5UPPORT FOR NEW CJ ' d, I ID(ERIOR WALL i' U `J 1 0 7� Lu LLJ � f ' x B" O PJ 2"OC 1� F I c — iU GIRDER CONNECTED TO I 4"X 4" POSE F U= p-. —H"SONO I IJBE C) u) 'y - 24" BIG FOOT C 1 J �eE�oW�RADE FOUNDATION PLAN ' , , L I I `' 1 _ 4"X 4"ACO - - Iti ]� (`) 2"% 8" ACO BOX P05T " I '—O"= BEAM'iAROUND 1 /411 _ B TEKOR OF DECK Q <_; 10 1/2" P-1 I" 1 7`11" 3 I/2" L Imo - IT '.f /—I 3/4"X 9 1/2' J REARV.. RIDGE I, �• -e" PAfTrPs 6^oc CRICKET p1 I PITCH .5 — —. EXIST ING R001 1 13PI"X 9 I/2" t 1 LVL VAI LP,` 1 I I I I - I 1e'-1 o• � � I w O 2251-1 fisslu ROOF PLAN 1 /4" = 1 '—O" L --_ -2. 23 %4'-0` - - .. 3- 3ZX4O - I i III I 1 I ' o ' it > I I' o 11 z 3- 3._2..X 4._O.. , III - 'O Z o 'z I EN(I6TING R-I s 2 I,J a I' I III INSULATION � , Q vl � ' •- I 'ci ai I 'n ' fn O Ir -� Z U' w W I I IT O Z e� Z ' H 'j ' I �li : ll it ' iii .j � 16 _ I0 �O 01 2' X 6" CT IGOC LVL RIDGE I/2" l z kL-`r:,' RAFTEI85 a _I 0ylOlujJL ' I G"OC O' '>- IZ - - I " X IO" FACIA - y — BOARD W/ I .. o 0 — - _ - - _ _ . . . _ - _ - VENTED SOFFIT GUTTER SYSTEM O --- --- 13!4" X9 I/2" IVALLEY 2-2" X 10" HEADER p OVER DOOR (TYP.) a wv � j w v I 'I 4 STUD WALL WAL D o } 0 V O o i -_ ' PLANTER I RIALING MIN III z 2" X 4" 1 1 OF 3' I I I EXISTING TOP VI ' I 'I _ I 560E DECKING 51 _ _ _ __ - --I 5/4" X G" TOP EX15TING FOOTINGS, DECKING -------------- -- - 4" X 4" P05T, 2' X ,5" - - --- --- - - - --- -- GIRDER, AND 2" X 8" �— ---- - - ----- FJ 16"OC 2" X 8" ACQ 2" X 8" ACQ -4" X 4" ACQ GIRDER FJ I G"OC P05T EX15TING ROVIDE i E24'' FOUNDATION - ONNECTOR8" 50NO TUBELLJ )BIG FOOT n+ `7 MIN. OF 3' w-^a BELOW GRADE cL O 0 ! F I I a Q Fnr BlEly� � <: SECTION A-A 3/811 _ 1_011 0 P � i7 o � r� o J Ji h • I (� Ui QS _ W m Ih Z 1 I LLI � ❑' lfl I: 111 Ia o "I EXISTING 2" X 10" O' w '1 R_ .R. 16"OC EXISTING 2" X 12" 0 j .- - .--_=- -- - - - - --- - --,�— RIDGE >' U li - O R-30 INSULATIONEt IN THE CEILING II II O'<v ,Yf ��. 2- 2" X 4" TOP PLATE jl � .r, z ul I� EXISTING 2" X 4" `- r� i STUD WALL i I I III R- 13 I CI =' NSULATION � - I , lrl I I � y C' R- 10 INSULATION / UNDER SUB-FL V e 1/2" PLYWOOD - -_--- - - SUPPORT THE INSULATION = r i Z I N SEQCTION A-B OF NEW SUN ROOM pF NE4yy S G d r p��FiSS10H� CONSTRUCtION'NOTI S .-, GEM FRN9GtNG-N TES i , ' intent adfrem datBik.�Thd ng Ints�ded aandtnenb ra'tp tNaf4 baalG deNgd• ; - 1.'All wallsl,2"and,24,to be stud gradlt qn -. -,_ ..__. -,. -_. .. _ ..._ .. 'halter 18"oys, All 981er freRsng material f . . . _ _. -- ._ _ _. . n n ing They ApOPtrfallo akill;net0sdbetitute to b0 N2tlougkeRrbr'tathar. INAtlING SCHEDULE { .._ _. _ ._-__ _ .- 1 ,-.__ _ I �. f vl l for generallya= pod buildingpractice srMLcarnpGarme.wV-l_4`+_c0mant Newyork, ., _ a m e CE_`?;1 IN C LU O IN c 3:3 AN o? e-- - L--_--,- _ }}}r - - _.. ;;;.; ; ..-. ,, _ - ...; ;.- l i I LSI ls and proaetlurea to ensure a'profetuGgnally fln1alNA;giWaCW, ,Allyi00Q-R7R71i�g in Canted with OOf map Or'rnsephr(ftl ha�p(PPrtae"United. 1116 6aC HIGH WIND EDIT10N WOOD F AME CONS TRUdT10�'�AIANUAL state building-code&. a general contaalor'is M pl}nelpN kr,pmvidGl tllanderd Z - construction sound,and wont aha roof lx - ruduet. -- - - - B:Provide doub Jo rldcr ell walk • rldlel to floor Idt Ppen _ - - .- __ _ _ r ._-__. .. . - .. .,_. NAIL QUAL IT Y MhenN6e 6 Gilled O IN T DESCRIPTION m h tested p l Rgpr talo U p1 Jtl dAectibn UDIa9a P O b1 17NA Sr rN a _.. _ __. 2. Contractor to ntac)ora,,echedLRl M'VAYd( - -- TOE NAILED, 1-0' V✓ALL 3-EE PER TER mtereCdO lbetWaen tredeaCoordl0ala all but Ce Jam . 4.'ProVlde%z•b}ack ONa tabs k v, ,' RAFTED-TO TOP PLATE _ .. ._._ 1_-. -_ _ 10.0• W ALCletl - _ PER eA FTER � � .. „ � 8 el blocking at maximi of>y-0 dcfwall dimensional CEILING Isr TO TOP PLA T� /TOE NAILE O_ - 1U 0•'WALL lad ". DEP JOIST _ - "_'- ' 11 - - O li I �5: IumWvidexr floor late., - k ___„ ___- _ _. _ eR JOIST AIL PACING 1� 1 , 3.The general contactor is responssiiblle fe rempud%that lift wodr end•ooneMuetigd .- _ ' LAP - o meets or exceeds current federal,atate,and ticol,eedes,ordlnancesand uIslmnip ;' S:Floor construction:lYi"len 4and' pve a CEIL IND JOIST LAPS OVENEP AF TITIO N9 - #FAOe,HAILEd _ . -__„ SEE TAB ] Y _- EACH LA - - "' - IU �J.R�� �u�w,r. P pe peGlRn4t{IpnP rOr building Pp gU p Cooed g L iAP'^'9",materialro be COLLAR TIE TO RAFTEA _ - iFACE NAILED_, SEE_ 2Ae tlLE J 1 PER TIE _ -_ . - ' - - -'{ - 'LL 10 V O_ yw n applied r' BLO G-i<ING TO RAFTER TOE NAILED, EACH END '- V IY o ' d RIM 66ARD TO RAFTER _ _ _ /END _NA ILED ' - 21ad EACH�ENO - - - -- "' - Q II� and should be adhered ro even d theyredo in Variinf`d Y4Ih 1RP'pl_an.' � Ida- : ( - ,fl.AN window and'doo Glue ant to be o(il)skin ro R Atharwke apeahkd. w A Lt c;, AMINO _ _.. etc. Those,codes are to be conoids led over sub800t, 4.Dimensions shah tales de nok,tltsle dra1W ):, A14(Manor headMa fb be 2 2iitA unless otherwise _._. - FACE N A aE D_ .. _. _._, - - _- -- -" - - - _ : j r haaaere ro be minimum 9x10 unless O 67110 TO STUD TOP PLATE - - - - , FACE.NAILE b' �nfOVQ QCela drawing,( HEADER TOSAT HEAINTERSECTIONS p TERRSE CTIONS FACE NAILED - - - -2 16( PER F,0OT -_ $.The deal ner he6 nOtbeen en l .- _, E ._ _ FACE NA ILEO .. _ _ - _ _- _ ... .. precede NTS EACH .:P� p ��,V'tLa,�Ellmge nm915d Z4' 010 '�1 PfOVkiC Rlli Smit(bl0GIC1n Udgr al tea11r1 Wall0. _ _ _ _ _ jENtl.NAILEO _ _ _ . . . _ 2-red PEIR 3%1 STUB SIDE - -_ - gUee,Sequences. Oe11 n rocW cm1b81ty Wr - TOF OR BOTTOM PLATE TO STUD -- - . - - . . '.2180 tl. . - - . . . PER 2%sA6 TOp0 EDGES11 1x resPonPibdfty for�o 9 bvottort co neLXbn with the work, There are roe;or pr safely B.AII'beama ro heveadagyate tearing at asst antl or es apeiRRetl. _-_ . . -. __ - -. - . 1-16d_ PER z%e STUD U D g esti Mr cGnetAwBon aupetYMha g t g mornI s P P In the use of these ne. 9.All flush beam and oiatintereactionsm have ea TTOM PLATE TO FLT, O JOIST, 1 -. - _ - - precautions andree ed oe"t Implied th Me Pryor nowaranflas fora NDJOIST, END KING FAGENA windows.6. fer ofloor plans, exterior All Windows to be Antlareel hi,and window schedule for types and sizes cd 10,Typical exterior walls antl roof to be sheathe rW isd(¢dor�tle plywood of 9O OOR OF fl2AMIN OP PLATE ROR GIRDER rtOE NAILED -- ,2-red, PER FOOT - galPerformancefltlaidy Or approved equal, 7116"headers. OSB plywood,group 1,APA rated, Plywood to spell over all 1 BLOCKING TO SILL OR TOP Zi PLATE TOE-NAILED -" "' 110 R JOIST headers. :- , - - _ .. - - d ted - - EACH E JOIST - - - I0, 1 1 P a0 BRmG ING TO JOIST TOE NAILED EACH v BLOCKING TO JOIST _ TUE NAILED 2 fid EACH END - - - LEDGER STRIP TO SEAM (FACE_ NAILED - - . . ry nre�iOfa'' JOIST ON LEDGER TO BEAM TOE NAILRD _ 3 64 PEN JOIST " construction meets or exceeds all maouhacWrers speciAcationP and applicable 11.ProYlde insulation baffles et save vents,between BAND JOIST TO JOIST IEN4;NAitEO 24d EAC H END 7.Door and vAndow headers to 2-16tl _ PEN JOIST Y, alignnntedfle9 -- ' - - - - .. - - 8. General contractor is to ensure that mason and Prefabricated appiluble Caries. chimney12. s, and pene#afio Correctly installedstaffCOOnacHPMOWcreetmefio W6ae, BAND JOIST TO SILL OR TOP PLATE /TOE NAILED 2-18d PER F00T '1-4 Q W I I•- P adequate 'donetruction - - - � - - U !-I chimryeys,projections,and peneRatons as requlltd by epproyiM ROOF e H E A T H IN G I- 9.General contractor to Consult and Coordinate with og awnsr and the pians for all practices, STRUCTURAL P A N E L s - - � Z1 1'PERIM ETER EDGE ZONE - 16" OIC - 6" AI' PANEL �< i¢, bUR(1p items 9UCh 88 bookcases, shelving,pantry,Closek,aro. - EDGES AND A T INTERMEDIATE SUPPORTS IN THE 13.General contactor t0 roVltle ad Uate attlC ventilation and mot vgrlk - - _ _ _ e d _ PANEL FIELD UI 2 10, room,v hardwired l cal Co a require encwits battery beckon,On all ROOK and in each INTERIOR ZONE - 16" OIC - VAT PANEL EDGES AND 12' BJ AT INTERMEDIATE SUPPORTS IN THE PAN SL IIF ED bedroom,verify with local code requirements as per Section 01317,New York State 14. Provide appropriate safllt ventilation at ovemangA FOR ROOF SHEATHING WITH IN 1'-6" OF THE PERIMETER EDGE OF THE ROOF. INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PE0.N, T! Residential Construction Code. Install urban monoxide detectors as,per code. PERIMETER EDGE ZONE ATTACH ENT REQUIREMENTS SHALL 9E NSED. GENERAL PLUMBING NOTES _ - CEILING SHEATHING -_ - ATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and GYPSUM WALLBOARD - _ 6d COOLERS_ - 7- EDGE / 10" FIELD �I GENERAL FOUN- , safety requirements. 1 General of finishecontracd floortor(s) reviewplans,elevations,and details t0 tlelehlliOe lnteOtld STRUCTURAL PANELS 6d 4' EDGE ZONE - 16" OIC - fi" Ai PANEL EOG'ES AND t2' heights of finished fl00r(S)above typical grade. 2.It wall plates or joists are cut during the Installation of plumbing flMureb or 1 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Q 1p equipment provide bracing t0 tie framing back together. 6 d - INTERIOR ZONE - 16" OIC :6- AT PANEL EDGES AND 1 T8_' 0 2 All fO0ll0g6 f0 rest On undisturbed 90R. _ - AT INTERMEDIATE SUPPORTS IN THE PANBL FIELD Z f`• p g applicable - _ 3tl COOLERS 7' EDGE ZONE FIELD - LDV - GENERAL HVAC SYSTEM NOTES 126/22 �A T INTERN 1 FIELD I Tfi SUPPORTS P P O R r- -- - --- � --� _ � 15 IN THE PANE' 3 Provide'A"expansion Joint material between all concrete stabs and abutting le codes and - PANELS E L s 6" n T PANEL N r L E D c� � � concrete or masonry walls occurring in exterior or unheated interior areas. 1 Mechanical subcontractor is responsible for adhedn ro all H A R D B o A R D EDGE, AND 12' GYPSUM WALLBOARD RD safety requirements. - - ,. - _ - -- 4. Concrete on 4"sand or gravel RII minimum,with 6x8.10/10 wire mesh reinforcing TA,BLE17 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA p y ca Interior slabs to be placed on 6 mil. stabilized polyethylene vaporbeffier. 2.HVAC subcontractor to fully Coordinate all system data and requirements with the 1985 SBCHCIiVUPD EgTICNVIOt"bFR%M!E WEATHERING SEVERE Q equipment supplier. FROST LINE DEPTH U o 5 Provide crawl space ventilation per local code requirements. c 3. HVAC subcontractor to provide finals g g - -- - TERMITE MODERATE TO HEAVY p system layout drawing and submit it to general 'RPFIERSIPPgtS216'O'C DECAY SLIGHT TO MODERATE h' 6 General contractor to Install cop-r-tez(or copper)sheet meld temlRe shields Contractor,owner, and equipment supplier far final review and approval. ,� �� between all wood surfaces that are exposed to Concrete or masonry surfaces. A•+ FCOF _ WINTER DESIGN TEMP, 1'I I 7 Dampproof exterior of foundation with a bituminous coating as per code and soil NEW_ _li©DE 1 ICE SHIELD UNDER- _ - AS PER MANUFACTURER'S -- 312 11 1 LAYMENT REQUIRED SPECIFICATIONS l STATE CODE - Cond16ons. GENERAL WIND PROTECTION CONNECTION NOTES - FLOOD HAZARDS Adapted from Standard for Hurricane Resistant Residential Construction;SSTD t0-99 412 8 11 and 1995 SBC High Wind Edition Wood Frame Construction 5:12 7 30UfHOLD pUILDING DEPARTMENY CRITERIA GENERAL FLOOR KLAN NOTES Fasteners and Connectors far Wood Frame Construction 71 3 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 31(1 BUILDING CODE N.Y__S_ 912 3 USE 1 Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous/Dad path between footings,foundations walls,Roors,studs and roof DWELLING UNIT-SECTION 310-310 2 - freming shall be provided. 1212 2 HEIGHT ------ 2 pe interior walls to be covered with X"gypsum board with metal corner reinloroing. FIRE AREA(st) SO. FT. TOTAL ---- i ,( Tape,float, and sand(3 coats). 2.Approved connectors, anchors and other fastening devices not included In the 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION -- Standard Building Code,Table 2306 1 shall be installed in accordance with TABLE 3 .A 4 DESIGN CRITERIA PRESCRIPTIVE DESIGfV-1995 HIGH WIND EDOON WFCM ( '-'� i 3.Walls common to garage and house to have s layer of ng. Rre rated-gypsum red turn board manufacturers recommendations. 1096 SOC H IGH W wD EDITION WOOD f1, at garage sine with 5'-0"return on adjacent walls and ceiling. Manufactured lumber FRAME CONSTRUCTION MANUAL 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS RAFTER SPACING is" O/C ' 6 DESIGN LOAD CALCULATIONS requires 2 layer;of 5/8",fire rated gypsum board 1 Metal plates, Connectors,screws, bolts,and nails exposed directly to the weather or 120 mph FASTEST W INDSPE ED 7 WINDOW AND DOOR SCHEDULE I F" subject to salt corrosion in costal areas,shall hg stainless steel or hot dipped 4 All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized 8 LOAD PATH SEE SECTION"A" resistant gypsum board,or wall tie set ortwonderboard or equal. ROOF PITCH BPANROOF NUMBER (ft) gNAILING SCHEDULE OF NAILS _ 4 Where windows and doors interrupt wood structural panel sheathing and siding, -- iz 3 10 EGRESS DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 4 12 1 e 4 11 PLUMBING RISER DIAGRAM --------- f studs,header studs, and at least one stud at each side of opening. 2C 6 12 FIRE PROTECTION f "-'"I MINIMUM UNIFORMLY DI TRIBUTED LIVE LO DS Ibsf 24 8 r EXTERIOR BALCONIES 13 TRUSS DESIGN DRAWINGS -- ------ ! -. i 60 5. Ridge straps shall be attached ro each pair of opposing ratters except where collar 28 7 I �� DECK 5 40 ties of 1x8 or 2x4 lumber is located in upper third of attic space and attach to each pair 32 6 14 ENERGY CALCULATIONS -- -------- r- - - i A T'TJCS W ITHOUT STORAGE 30 of rafters _ e6 - -•-- 9 ATTICS WITH STORAGE 40 6, Uplift Connectors shall be provided at each rafter beating. 6112 12 3 ROOMS OTHER THAN SLEEPING ROOMS) 40 1 16 4 SLEEPING R 0 0 M S 30 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 20 4 1 1 Camara.ef6. 24 5 _ CRITERIA FOR CALCULATION OF DEAD LOA 28 6 - 32 7 ACTUAL W IG TS OF MATE IALS R RENCED TO A.LA 8 Sill Plate to Foundation Anchorage. Sill plate shall be anchored to the foundation ___ 35 -7 ,<-.'1'' I`EWP0 "I ARCHITECTURAL GRAPHIC STANDARDS •with anchor bolts having a min, bolt diameter of 5l8"and Wit 3"x1/8"washers A 6,112 iz 3 FdcE 94- SNOW minimum of one anchor bolt shall be provided within 6 to 12 incises of eachend of 16 3 each plate. Anchor bolts shall have a minimum embedmantof7 inches in Concrete/ 20 4 ' a 1 W G R O U N O S N 0 W LOAD 45 lbs. masonry foundations Anchor bolts shall be located within 42 inches of comers and at 24 5 SEISMIC spacing not exceeding 4 feet on center. 28 32 5 DESIGN CATEGORY g _ 34 7 fid' Osp264'1 _ ] 12-12 P2 --- 12 2G P eOFSIVA V , W IND THESE NOTES ARE GENERAL CONSTRUCITQN NOTES. THEY ARE NOT 3 iiS WIND SPEED 120 In h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 2< a E%POSURE CATEGORY g GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR I zn s GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 36 6 1pM4 STRUCTUWL WOOD PANELS FOR%MNb-BORNE DEBRIS RRQT G ION " FOR WALL OPENNO PROTECTION OF120MPN 3SECONDWNN0SUM " ) ^-D^-+- -"•+ ----.._..__..,.�.',._,.______ ,._,_.,____ _ __. . .._ _._,I__ __., __ - .____. . _ . _, .._ 7._......... . ... . .. . .. _ ._. _ _ ISI I, IMAXIMOMMEAN pOaFHE1GHf. ._,�, _ .ULGw...- .. 1 T. MULTIPLE SECTION ASSEMBLY: 114' - - ' � iO THICK BOkTse2'O6 A - :TV1(294X ` D.C!1.4'p T'Id(ASH 4.3 7.82 '4/5 50' 3'-0'lIX 4'-8" a ' u�-. III lZI D alb ' 'M2 !215pTJ11 'FI IR (A LL All INDOWS,T0 8E AND fSEN HIVH PERFORMANCE-OR APPROVED EQUAL . ., -i ..._. .. _ CALCULATIONS F-`yH WINTYOWS BASED UPON EXPOSURE 8 - -� - • !MOST HAVE _DPUPGRADEKIT. TABLE R 3a'1 21 f2) NEW W$'RK BATE IN WA' IBUILIPMIa CODE AS PER' _ - - E -iFOR HAB TABLE SPACE SS REQUIREMENTS ..,_._._. _ _ ISI -I - ', ';I, Iy _ CUSTOM GRILLES SEE ELEVATIONS 7 '1JYALL 0PE'N ING5 INCLUDiNG_W INFO-WS AND DOORS, SHALL SE PROTECTED.WITH REMOVEABLE 5/6' WOOD STRUCTURAL PANELS_ - FOR Sl5NS UP TO S_0_ SHALL BE 2 112 .#BAT 12 _PIC TABLE 301 21 2 __ - _,-_ --- _ tfir - - - - ! O l''I IAIIL NARROLINE_W INDOVGS MUSE USE: NERS FOR SPANS UP TO 6'-� SHA_LL_BE�2 tl_2_- # 8 - OOp SCREWS AT 16 _. i1 FASTENERS - - - I I;I HEIGHTAND_)tEOUIRE_THE INSTALLATION OP A PECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT. (1/2 HEIGHT SI'tL S'F_OP(OR STOOL) AND THE ADDITION OF A 1/2 X 3/4 DP UPGRADE_ SILL STOP (_SILL STOPS_ TOTAL A_ 1_-114 IA LL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE RED UIRED, ANY_MLLLED UNITS MUST MEET OR EXCEED �I 1.5 TIMES THE DESIGN PRESSURE REQ_U_IRED AND MUST TRANSFER LOADS TO_T_HE _ROUGH OPENING SUBSTRATE ALL EXTERIOR _ 1 (GLAZING _._-. . .,. - _ - _ - _ N_TIA_ L_ CONSTRUCTION CODE. '( REFEHF TO SECTION R 1609 1 4 FOR ALTERNATIVE'OPENING PROTECTION:- MUST MEET AS TME 1996 TE ST REQUIREMENTS AS PER NEW YORK STATE RESIDE W 0 N Z w � w SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS:0<W41"WIDE SPAN TABLE 1609.1.4 O } CD < r � 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") O o USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. Q v LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ 1180"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW A 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG w/#10X 1 Y2"(W/WASHERS)MACHINE BOLT®12'O.0 WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WTHORAWL CAPACITY OF 490 fbb. SHUTTER ASSEMBLY rl 1 N.T.S, V rP. ,FOR PANEL SPANS:4'-0"OR WIDER SPAN U�lj SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-O"SPAN. t- NOTE ADDITIONS w U 20 STRONG-BACKS @ 24"OC C_/ fY ASSEMBLY: O 1). PREASSEMBLE PLYWOOD TO 2x4'S:# 100"(w/WASHERS)GALVINIZED OR STAINLESS STEEL O WOOD SCREW® 12"O.C. L, NEW y tl ALTERNATIVE FOR OPENING PROTECTIONE `o'p <j WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7MW AND MAXIMUM PANEL SPAN OF 61.0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609 1 4 AND 1606 6 5 AND TABLE 1609 1 4) TABLE 1609.1.4 A°DFcssloN��� WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES J0 L� PANEL SPAN < 2' 2`0'<PANEL 4'-0"<PANEL 9'.O"< PANEL FASTENER TYPE 9" SPAN < 4'.0" SPAN <6'-0' SPAN a W 0' - --.--- 2112' S6 WOOD SCREWS 16 16 12 B 21/2" 0 WOOD SCREWS 16 16 16 12 A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST(OF 130 MPH AND MEAN ROOF - HEIGHT EN LESS B, FASTENERS SHALL BE INSTALLED AT0 OPPOSING ENDS O THE WOOD STRUCTURAL PANEL C. WHERE SCREWS AREATTACHEDA IOC IS MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED F 400 NG VIBRATION RE SISTANI ANCHORS HAVING A MINIMUM WIThIDRAWL } CAPACITY OF 460 L65 _ 0 Cn F RIM UEp"AWAT41 "-- A RAFTER/RiD®p1�yeFTERwrtHcr__ KING STUDS -- - RAFTER Y . RAPIERSTUD RIDGE - USPRTi80R(2)RT7-- -- G HEADER - ZLU LU RAFTER --_._.. _�, TOP PLATE USP RT3 TOP PLATE--_ . �� USP RS250 AT 21 - - USPRT20-- - -- - - USP RS250 AT 13" - - - USP RS250 AT 12" - - CONNECTION USp PRODUCT NUMBFJi USP LS OR TMU ES WALL STUD -- - -__-'— i . WALL STUD - ——- EJ JACK STUDS - - - - - �� A RAFTERIRIDGE/RAFTER WITHCT' RS26021" ._ RAFTER/RIDGE/RAFTER WITHOUT CT RS25021"+LSSH179 -. B RAFTERIPLATE/STUD RT20 RAFTEMPLATE RTi6 or(2}R17 PLATESTUD 8325010" Al ,RAFTER/RI_DGEIRAFTERwoc - co B RAFTER/PLATEISTUD B, . •,,RAFTERIPLATE _-PLATE/STUD C HEADER/STUD HEADER/JACK afixffl12" ~ C HEADER/STUD HEADER/JACK STUD D' D FLOOR TO FLOOR KLFTA or RS250 36" O E STUD/PLATE/SILL RS250 36" D' Z h. - SND/PLATE RS250 16' UJ st PLATEISILL MP6F W V F ANCHOR BOLTS STBi6 rn rf ' G POST ANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES CD Q Z _ - ,iX60R ' O 2%4-f6O/C COLLAR LIES MIN _ . - __. __—–_ - O 'T Of h. I S/ POST-- ) 1 USP CBE- P.C.FOOTING e 2ND.FLOOR WALL STUD--- 61 2ND.FLOOR WALL STUD --- Ei - 1ST.FLOOR WALL STUD - -- P: 3'-I 1ST.FLOOR WALL STUD-- -t.� ^ , W � 2ND,FLOOR PLATE— ' -J - G -r POST ANCHORFOR COVERED PORCHES �1 ! 2ND.FLOOR PLATE-- wyd BUBFLOOR ------- 1ST.FLOOR PLATE 1 ST.FLOOR PLATE SUSFLOOR—-'�—-- SUBFLOOR -RIM BOARD .n RIMSOARD--- SUBFLOOR------ - -- C) { USP KLFTA -- - -- USP RS260 AT 36" -- - -- USP RS250 AT 38' --- - -- USP RS250 AT 16" R RIM BOARDIM BOARD- ------ - -- iST.FL00RTOPPLATES IST.FLOOR TOP PLATES--- - - DOUBLE SILL PLATE - - - POST -- m DOUBLESILLPLATE - - USP NEW -- =i - 1ST FLOOR WALL STUD -- E) IST FLOOR WALL STUD - — al FOUNDATION WALL FOUNDATION WALL -- --./ USP PAU -- -' H• t,J P.C.FOOTING LI 1 Oyu Qom✓ -�. E STUD/PLATE PLATE(SILL G POST ANCHORS FOR DECKS D ,FLOOR TO FLOOR_ D ',FLOOR TOFLOOR E `,STUD/PLATEISILL m 0225,E Aqr �iSS10N��� i I w m WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS _ VED UP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.STRUC710N. F OLLOW MANUFACTURESACIURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USE THE FOLLOWING OR 0.PPRO F 4'MN4 4"MAX, - 4'DR.MA%IMUMO POST U 4'DIA.MAXIMUM 5L GIRDERMEADER— i] h o ❑: Oiz I,m ' m ' K CONCRETE FOOTING 1 DECK POST FTC CONNECTION —T---- CAPON uurwmallOE RIPR - — ^ ...... 9A — LYCAHOra4xT PAUH OR DECK/PORCH RAILINGPOST-TO-GIRDEBIHEADER ONN CTION -d u" T A OR 6R PO T! SAM A CHOR 'M 10 EAC"'WING STAIR RAILING USE MIN.121It? OA W LV.BOLT WITH WASHERS AND NUTS Z O I.Vr SPACE ~ Q iF MINIMUM > Z HANhRML3 LU y; LU U P05T GIRDER/HEADER CONCRETE PI .� BALUSTERS CONCRETE POST/COLUMN ` OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION R/CIRDER-TO-POST CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FIILLLENLTIH POST-TO-DE CK CONNECTION ~ ro OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS L GATT USP NUMBER DES RIPT ON APPLICATION O � SHALLNOTSELSSISTHAN I-IA'NOR MORE THAN 2'IN USEMIN 12)1/2'DM.GALV.BOLTSWITH WASHERS AND NUTS I12)BEAM9 P OR WENT POSTIBEAM ANC O APPLV TO EACH PIER Q. O CROSS EGnoNALDIMENS1aN,GRTHE"MSHALL GIRDER/HEADER TO POST/COLUMN CONNECTION l3)B Auee SS POST(BEAM M! HOR APPLY O CH PIER Z 1� PROVIDE AN EQUIVALENT GRIPPING SURFACE 1 d V LI FLASHING TUCKED UNDER TOP PIECE OF SIDING AND Go LAPPED OVER FIRST CONTIN PIECE OF SIDING BELOW UNDISTURBED SOIL ch GIRDERIHEADER LAV PLASTIC BASE DIRECTLY ON O 7 G OONNECTEDTOLBLDG ®6WAGHOCER S UNDISTURBED BASE FIT 10RGAMCS REMOVED) ` FIT CONSTRUCTION TUBE AND PLUMB I� y STAIR TREAD Po3T COLUMN FILL AS PER MANUFACTURES INSTRUCTIONS — RIM BOARD FLOOR FRAMING 2x JOISTS IIbf�Bl= C QJ ETUE fl S'1 `F Q r7 _ all N.III STRINGER BLOCKING FOR ZI JOISTHANGER POST TO GIRDER/HEADER CONNECTION LAG BOLTS •p o LOCATION PNUMBER DESGRIP ICA ION RIMJOISTTBD. o e ' , DISTURBED / POOR SOIL 4a4 SOLID COLUMN PBSM/ BB IK POB CAP OR PL 0 H N LAV 4IC LAVER OF CRUSHED STONE OR I STRINGER TO DECK/PORCH CONNECTION 5KBSOUDCOLUMN IPBSEBBIKCf6 . CAP ORA LY O N LUMN GRAVEL ou COWMN SIMPSON STRR112 HC ANCHOR APPLYTOEACHCOLUMN DECKIPORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND 1 LAY PLASTIC BASE ON COMPACTED GRAVEL t LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB , i BRACE TUBE I FILL AS PER MANUFACTURES'INSTRUCTIONS ',II-mil llnlll„ I=II-IIhIIIza11=i11=„II ' WOOOJOIST Wood Joist JOIST BLOCKING -- CONC PIER FOOTING -- \� BIGFOOT SYSTEMS FOOTING FORM IN ACCORDANCE WITH SECTION IN II OF N.Y S.RESIDENTIAL CODE THIS DESIGN GIRDERMEADER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS4t , WOOD JOIST OIROERHEADER WOOD GIRDER — AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE u THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON(CBO EVALUATION SERVICE REPORT l FLUSH In14TS WITH HFADERICIRDER SPLICED,JOISTS OVER HEADERIGIRDER ER5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCKINGFTWEENJDISTG TRA TARE ARE AND � 1 THE PROPER STEEL CONNECTOR, USE W ITH RT13 TVOOWN ANCHOaS IF ABLE,SET FIR JOISTS APROX.IA'HIGHER THAN LVL HEADERS LOCATON USP NUMBER DESCRI ON ICA E _ - 70ALLOW FOR SHRINKAGE JOISTTO IIEDE OER HT10 --taf ANCN N T 01ST DECK & PORCH NOTES: NAILING SCHEDULE_ _ F oT NEW y N r —f _ a cE r l 11.Valnp°Ilwwpenobd,all hammy me161ieIWbeR1 ACO pmsauralmeledlamber T m AlIlvAenan,hrgem Wanahan l°Ee 9ahnn¢ed wslalnleAs elMl OtY SPACIINGI NUfFG ct ,�C S� JDISTTO. Iq-Sd COMMON PER TOE 21.GIeMnbrtlxMpi9ebEe NOltMaenrhomd moaah pnstar Pbr wnM1 washam anm utl BILL,TOPPUTE OR OIROER__ JOIST NAIL x W - - GrydNaryllplpelppldeeholl6ennclalellwllhProPersbelwrvigclos3ancMred Ali - - BNIDGING EACH TOE J V i111°I'°ncRbvri9laminmum lll'dh xTNrq anchorb°lwim waahors antl nuts f 2-Btl COMMON - 2 --- GEOGRAPHIC; D[-. WINT"P.' __ _ - - - END NAIL CLIMATIC 8 GEOGRAP :SIG_ N C_RITE_ lu DJolsr GROUND WIND ] SEISMIC FROST e IGGHIELD FL000 l BLOCKING EACH TOE JPpN4pW9pgdorshatlbaalwwedl°o12 2'ai2'IM1lhoxcretala°9nB SNOW (SPEED DESIGN �WFiIIHERING LINE TERMITE. DECAY OFGION1!NOECLIREDNi NAIL HA ARDSRR COMMON D]2254-1 !!! .amlMrum lR'dma Pl4np amiwr bdt Wim washem antlnuN Fa°Wge Shall LOAD (MPHi CAtE00RY DEPTH( ITEIAF RCOIfIRED ^ �3-1fdC MAION� O .l / _- SILEDODEAM PTE I BLOCK DACE p10F'S5\ON' TO HAVV MDERATEl OMMON IGT -- NAL 145 LBS 120 B SEVERE 3FT. TO JOIST 3 WG - - END NAIi. MODLRAIL fl FI�M1-1 I] 4).AMMm la 10 Id,, latlel SIIOHT TO , - JOISTOBEAMGER PER IOL _ BLOCKINGTO EACH To 6).A b atil PI1yd as betel alt be dim Has bwMxn the h and n and ledger- Ladyerb5efeeamedmhWMilgwlth112'die SdL^wilhwnshem and nuly _ _ __ L N IS'oc - BAND JOIST - - I PER EPID 8).Canaab pbe shell beerdnlmum 8'dwva 0mtla TD JOIST l TOENAIL 12-i6d COMMON( JOIST NAIL 3-idd GOM I BAND JOIST TO I PER T)NldeNm Wsuppoded with Angors and anrhars Loch Joist shall also be enchomd GRLORTOPPLATE FOOT