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HomeMy WebLinkAbout40405-Z • o�Og11FFOTown of Southold 6/10/2016 � � P.O.Box 1179 o 53095 Main Rd •• y�dloo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38337 Date: 6/10/2016 THIS CERTIFIES that the building SHED Location of Property: 505 Private Rd#26, Southold SCTM#: 473889 Sec/Block/Lot: 59.-9-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/8/2016 pursuant to which Building Permit No. 40405 dated 1/13/2016 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: ACCESSORY SHED AS APPLIED FOR The certificate is issued to Sklodowski, Slawomir of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aut ' ed Signatu e { "- TOWN OF SOUTHOLD "..4) �.®)gdfFO�,(r�,a� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o '" SOUTHOLD NY \146, 0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40405 Date: 1/13/2016 Permission is hereby granted to: Sklodowski, Slawomir PO BOX 1637 Mattituck, NY 11952 To: construct an accessory shed as applied-for. At premises located at: 505 Private Rd #26, Southold SCTM # 473889 Sec/Block/Lot# 59.-9-4.1 Pursuant to application dated 1/11/2016 and approved by the Building Inspector. To expire on 7/14/2017. Fees: ACCESSORY $212.00 CO -ACCESSORY BUILDING $50.00 Total: $262.00 J/ Building Inspector 1_ o 1/te �o�0SOOyOlo, it 11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F9JJNDATION 2ND [ ] INS LATION [ RAMING /STRAPPING [vrfINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKI G REMARKS: • (-). 51711; *'4 DATE D‘7°f% INSPECTOR21X-44 (7,4 • k CLD A`7 RE 17 DAMN RE 'O1�17 DAA; . CO 1 S • ', --� ` ✓T'-. ,5., , rt—�+�.--r•-�n iesar�.ra.�r..:.r+a'"., '"w+"- .y,.�u.►- ` FOUNDAfON(1S2) --7*-- • . . . q , 4 OUNDA,TIOI' (2ND) -----_.-mo ., • • ROUGH F T & '�--w-�- • '�] PLUMBTN'G __6__,.......____ - _. • • ' •' .?41F .i• • • --��. • .. .. \' • • • r 1 „ TN SULATZON P .N.Y. • H STATE ENERGY COD ._ • .. • 4161017401 ael!111111111111°91111P• a_ !► a_ Al°i •ter✓ 01 '/ /' �' / /'� or ------r- L • a,r,•..�,�., - ,,,,_______,.i. , . / • , 1 •-. •• , . "-_,,... „- f - '-"_-. - Iii` i., , / •� - 0 . e,, . . . . , . ,. 1 . . ,;‘. ,. • •• V. I . , , • • , 5 ., ., l 2. . ...- ,, ♦ r q , . . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or needlthe following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. " /oyoS-a Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ( 13 ,20 1 Single&Separate Storm-Water Assessment Form Contact: Approved 113 ,20 Mail to: Disapproved a/c Phone: 576 " 2 T ' 8 Expiration / I ,20 I l� A Bui mg Inspector t4) II I �•�. ,JAN - $ 2016 fAPPLICATION FOR BUILDING PERMIT II Date 0710V , 20 /4 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property,have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary,inspections. SG2c.d „� c5±.129„ (Signature of applicant or name, a corporation) .`9' 34 Sac/, V /9V& Sa vT,yoe-Z' /vj // 9 7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises SL 9 WDt1!P` SK L ogDolVstl (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 2 7-8 /9 —/j Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ? 21 Snultoklrkl el/r- 57:uIyOG,2S /1/7' //J / House Number Street Hamlet County Tax Map No. 1000 Section .5 Block, -C 9' ., Lot s / Subdivision Filed Map No. Lot 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 3. Nature of work(check which applicable):New Building S'Y/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 6-19 7(.93 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,2--x9,--46A4( Rear -f,0 10-Pr Depth y12,;( 9." Height °/ K Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 20/o `( Rear 2 D"4.061 Depth /1 / o // Height /5—'" 6t' Number of Stories 9. Size of lot: Front 2 2 3,9 8 / Rear 2-08-/S g / Depth /81/ BO 10. Date of Purchase 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 cy.64 Sovlltz v/E/f r9 14. Names of Owner of premises 5, SK-40.50/6Kl1 Address Sou tAD Phone No. Sid/ g/S77.g1 Name of Architect Address Arf J/ 9.1/ Phone No Name of Contractor Address Phone No. (576/ -- 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFW* ) Ski() 04-8 VO5' I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the C/y C.7At_ (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 f!^ day of 61vnOur I p 20 I( jA VtviARyTpRuABCLIcEYSLATDEWYER� 5' �vv��/ (5X-j,7 . Notary c , TOF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.016 r ...?L'gr'' , . -- t..- -:".:- ,7..,---''_,,,,,—. 761..... :......... 471741i.,:-::,.:.,..4...,:s,,, ,_.., } -.. y / _ `* .e .,44. c, �?ii`i► . - _ ' . : ','. 4144'._'.: '; f ,O'6 +e` 4. S A. i ,4 1 3+ a_-_- ' L: t r if.. ;E 'F� 'y �-, A� f • • ^ ° r • " a { i t H ©L[05" i "" --` •4 • ry • fi 7,4 t y,aadf1t fT. i. ! ` " , ;"..9('' ': : .. VI cr v a o' ;.yv efya ti;' 1,11 ul . O M - • 4,[ k Xs'�''+ a,,1, l > Wwat .„....._ rt , - •fix,. - l Vo- �y .a. • rw Ao • y . _ 4/74 - • X yt , a - . ..1,' , ' :, ''',...-,.'";S0.4.-4, .. 7. r z ,,.` y ... -;,..040.- ' . • . ,✓..��"� .amu""^- ..,.,._ ""•,-„.,., _ � 1".-,"_,�-"``_".�.'<""ti`",a-..jam"o'..•-.. ..te s sv + —a - _.W �°+.-- . a y .n. am�� \a1i:.Smks " « s. 1I , 4 - M t}." iIFFC� ter? Scott A. Russell eo,c) - �` ,z STORMWAT]ER SUPERVISOR MANAGEMENT SOUTHOLD TOWNHALL-P.O.Box 1179 ' tp 53095 Main Road-SOUTHOLD,NEW YORK 11971 �l a- Town 1 own of So u th o l d • C1 4"IIg111 CHAPTER 236 - STORtVIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Li M B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. - i OM C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ( ® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM-Map- of any watercourse:- - - E1 M F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management • Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S-C.T.M. ": 1000 Date y�� ty, ,wry D�trict �[ / NAME SL/4A/(7/Y//� SWGD<-!VG✓Stei -� / O q TP ( D//071/4 Section Block Lot s, r`-�c o FOR BUILDING DEPARTMENT USE ONLY ��Contact Information. � � ' I cicylron.\vnpc+ Reviewed By Property Address / Location of Consti uct on Work. Date- t / /4 � (�� Approved for procebautg Building Permit -7t�21 'SOv/YA1�1t'7/ Stormwater Management Control Plan Not Required .501/7 7/0/7) ,Jjy' /1 7 / _ `Stormwater Management Contiol Plan is Required (Forward to Engineering Department for Review) FORM SMCP- TOS MAY 201/1 SCTM # F - tfOVO S. DOC -5Q - TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET , (:)_5 VILLAGE DIST. SUB. LOT SQvcYi S k 10 o� s�� -�� RA: ,*-2L S a u4-0 16 5 ACR. REMAR S .*-Dif ‘SC //j/ `' 472-00 TYPE OF BLD. PROP. CLASS Z\� LAND IMP. TOTAL DATE 140o °1500 16-7 24761, R14,an ` 1;1131019 0°111 01) 774 iltilL3 - FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL e'r " ,r,- -7,;::—.-.-;.f.-g,,, ,, ,=•;,,;-,'",, L -- •,-;1.-71 ),,„ ...„, .)..„. ,,,,,_,:t: , ,,,..7-_-:!-„7„;:„..;,;=.:7,4,77.-,-,-,,--,,_-_-_,:•' .- e.-.,. --,,,,,,..--v-..:.';`,.,-,. .7--,::-,-,s-,,-..-_,,,, ,4717.,--.--AT%M-_-7,:,17-, ..:71:°. ...„7:-:',....,---- ..,,',-----.•,-:.:7,,.,--.*,;','—..--z.a7.1;:-2.., :". 7.7"...:,7 7,-Y, --,,,,,T.ZIr....,-. .,.. .-r„-e',.,i,;',...--.-77,:„..--77N:C:,:30.2:# SI :,..,,,•i. -:.,_- • -.:" ----'- -•• •- - , :-''',,„ '-:-,-Neil ;-:-. : :-'-'::----1_7": :1 ':.; ,' ; 777- -; : - `MY,v Ni ,s ..,4*F ::S.,#;u7:- *LD 2,'. 1)R.0,49pEtTlf::-.'1•,'ECOR* Ci.', ItD- Lti_...,: 'a 4 17 9 L.:-: ',..'.• . t e, OWNER---- ' / • - " .' -i'' STREET . .-- 0.f-5 VILLAGE , DIST. SUB. LOT I - . /-1 1, --,- 1IS .....I 0,lit4cieniC 4':k9,.na'''S'kl 0660S,1<6 - Ali Cr 1 I? .1:'7 L: 4) .1 ..o..*. 1110P:15'..... 1 1 6/PRPG.6.14\W'R'arf'Gqik-ffre:(414$1-341)'160 E' ACR. I...-g-SI' '-'• :',Ii;2;"? 1°' --,,i'L; 4,`r, ,i G:-A--: -, (1:.., , MC, 1 V , Nr'' C. :, P , ,..S:''''.? "Loy--- i ic:'• -.76- ' - .1'4,-; Nto.::: ,:. ty,--' •, t i b';'8f-et-1.16‘1, i/PCIVI. 12'e 144-(1 I ' .t, m• e•,?(..-,$) c..:..,..2 t-1/'S.0 K.ereiI_.r'i_k,_G'I iAL-tk-.l.-.-i,n,r I 91,.-.',,, _il , .vti—(..:.(. S i ..0--, 7 , . _ TYPE OF BUILDING RES. SEAS. rFARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS .1 11 4 a / .3.760 PrI7/7/ 5-11 -2 it'l)olstj 4. -- II 7 " 7/0 9• ••• S,zi; ' 1. ilfte) ee) t ,---4. '1'fC:0,0 no ..'kp.,-246,?, ,A.3S' 14 tl - 1.)--. Ai, --- 2 0- 2- 9Z.2,,o /r-A-94,(..ti:.:Cf..711;247:- .) , 6, /4e/C7e n /' , / 4,o a -0 MIMI/ rr47Pi 8/4 >,--. - ., „7 6zw - , 5-1 co - limmillenn-7 AL. -i---• 90 inS-`31 - iiin, ••• -4-:_-•., .istt,),--i'e-.4-,- 1•Ak 49 On 300 ti /5"q/ - ,e0./. ,v'/c_. °193 — 4,e3, 72 ,49 [4: (-)4,4)S700 - -1 too . f IMMO ' •,,?3 4—L(1 7 3 ' e ,--,4A-ey In .8m,,i7VCOif.144S- 3 ) - 2 /.*00'.51R19AGE 4 ,... . .. ..,, BUILDING ,CONDIilON 'i/P--3/q41-Li/467 7/03. 7- e,,,,e-y-,5k.,,e)f 71-6 Prtaitirte Pk/4_',:??•?-9zi . , 7) 1, NEW : NORMAL BELOW ABOVE 1 1/A9:0 F15—PK'm(;tru K(.3 ,Ate, i--6 ::–N--16$ers--1,1:',14/4'7'A FARM Acre Value Per Value / I i i Acre IP g/676 –I— 11 41' /0 --"Z'7 aeino/i. -71-7) Lorkiq...„&e-A, t -..-.PleJ. _ Tillable IIIIIIMIIIIIIII FoRpi>1 4,0.12 AT 0 i 6).1.) ea,,:._,iv 0 --/ /--11.1 s -17/ • hil /Jr' 4--I-0 i....." 06,ii ID ci yore_ mc,I,nr 1 J Woodland I FRONTAGE ON ROAD / (Meadowland DEPT p - -ivSic,hdiqo-Thwsekff:1i -i'"e-l7/,o ,Jo,0,1-44, ii . /- , i House Plot BULKHEADiier) L 1 o 2.91 , q9,"-7L-- c5kI Odattl.Slc"1 lf-o,SklOacw5k0 A.11 1 -i . 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Y 2,,14- j 1. vneemir -- I / �'�T f.�,,,,f n`- f.---‘•• .- �L'' -• f r r '•'•. II..•,....t.4-....q..,.,, ;;,� k �,t I --- _ i K^; ;',....r.,--, :,-7,-,._::.ri 1..„...,..,. .4 k 4 �--" ---'v.:,,•, - "gip°^ :--7-. ^ r",kl • ..a-' _• K aa� s•'- „... , S--i� r wA'--- 7- .1 .4.=,1---z L+v'�•. . _ , ... 59.-9-4.1 1/06 El � 1 � ----— .'1\1:1),511Fn.CTV '0A c)--(/ /5;> I . . 'Extension ?, / �: ® (q 110 1 4 �-�ension; "po ■■ LA:,-1,14P(-64- ',1 g- of 1 tLi- 5 .®- 7® � � I i ~Extension -_- - ��c 'ISKI�T- �l C >ai� 1� Foundation P,/ Bath '/ Dinette (o!°c ta= 120 —� i '-Porch. ' Basement �N ( Floors G✓/�� K. i '_ - V' Interior Finish LR;- • Porch Ext. Walls ��/7/ � . AA I >- . , 131<<9 = 3`i�� ) 3 Z t�q� Fire Place `til`to r �P Heat .c.�c. DR. e ,� 118 X�� = ?Jt 3 t.2- --- ',1 2 zj 6-a'rage 1 25' 1.8'D Type Roof -o r^�o �' Rooms 1st Floor BR. ;:ratio I - - Recreation Room Rooms 2nd Floor FIN. B -B=BB . 12 _, C - . Ob> el,. 11-070 Dormer Driveway ,':-:Total- ( elf i(� �� 'Ixy �' aJ`.-S..,6/7,n„,-._-)-- _A UY'( ..m\// 2-(r0 J{; _,_ - - ,_ - Q.e�;�-,sk3-e.,- -:'- ,,r \ _ 41-4-J'• qca = _ 4 SI Ni�� i L 40 I‘li aL. �‘3 Nfeve g� ��a `J • o sCr e p r Fri` .-' �" COOK �� _ `. .. , �' . , o° fit. T SoUTHOL., v„ / � ,,5k-1 eI i � � t1 ' 5 ' �ti TO ` OFSOUTHOLD �o _ ° ,p SUFFOLK COUNTY N oo j 1000 59 — 09 m 4.1 / o �aX1� 9 4 mo c LP Scale : 1f/ m .04° w. � rn Sept. 23, 1994 ��' 'sem_ --4,. iA��, io 2oo9-(Pray C104;1,1141 01 f--- // ;� Q ® r so\ -.2. 900 il• .Cf:\ OF -C k0 _ Plit� . i.14 ,, 15 ' _„,/ , Ni 00 C�, /{�.4�q� ' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CERTIFIED TO' / j OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, ., EXCEPT AS PER SECTION 720 -SUBDIVISION 2. ALL CERTIFICATIONS WALTER COOKMETROPOLITAN ABSTRACT CO. MY. . r -•-' 9618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR "ECONiC S -_VEYORS, P.C. WHOSE SIGNATURE APPEARS HEREON (5/6) 765 - 5020 ADDITIONALLY TO COMPLY WITH SAID_LAW THE TERM 'ALTERED BY' P. O. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY . MAIN ROAD OF ANOTHER SURVEYOR'S MAP. TERMS:SUCH AS INSPECTED AND SOUTHOLD, N.Y. 1197/ 'BROUGHT-TO-DATE"'ARE NOT IN-COMPLIANCE WITH THE LAW. Y , , 94 - 308 . . . ro or-74/6— f too R. P1_14 A/ . . . :---'.7.,; 0 CY,,.'H COD7iS IF oli///t 'r'' . /0 I/ so two ra8F . . .. ., ,,..._,. ,.„. DATE:4)3 1 Ue, 1...P. ,", .,.', .09..._e......52- '--... 10'0 ti FE..7: 11------ 7 Fg---- -71---- ---14- te — — ,.:, . . _,._,. ' -''-----'"---------7-7---T::::•--, ., _,...„_. „...._„....,, NC.r,i ! P.,;1fl::1(:',, 765-1.':.'2 C t-I'A - " FLLUNINI3 11:''''[.,5,:f , 5 / •• ............mpmpowwwwww ' ! c.......-5--- 1. FOUNDATL:4' - T.',T; F.'.r;:..C--.1-.) ' I . - -,,,-,r. 7 FOP. FOI.L':'D (.5f. „'_,;,c.. .... 2. ROI": H - FR:'."-11: ::,. e... :,: ' . C i 3. INSUIATIOi!, ,goc 414 prFIETAV STORM WATER FlUi\IOFF ! . 2-XC Pr Fj. -IC . CCr-771..'0,-1-:.;': I 1 ' . ih- PURSUANT TO CHAPTER 236 BE GOMEL:Er. OF THE TOWN CODE, ALL CON3r.'iTI:-H ,"! ..S',-.,".LL r::::`,. '.HE „ J . , t N N • , _ REOUREMENIS 01 1-1';:. '..,:ii.-F,-) -..;.-- ‘ , 4)- - — - C)--- ---- -- Cf. '- -5-- - - - - - 6:-.- - - -Ei) -!'° --, - .„, . . . ,........• - 1., , '. V0171: STATE. NOT .5--I- CII2LE FOR 11.140000. DESIGN OR CONSItTt.i',..,IN EP,RORS, 04110.041.10.0..1•6 , .1:1 1 1 . , 1 . L (D i OU FS E0 IcSc Uu ip\IAL ij WITHOUT( !::: \: C 1E/14\RI.c17kTyfr::FkLi Pi7117 , 1 / , 5 . -- ---. --- -Ci) -4 ,t - — 0 - 0 — • -----(b . . . Noriaard.ar.ammariortigar . . # /9/ f -44 (3 .ZSGrr....... -c" Ail . . cr, . _ . --/-- ' . (2)2. 1 -g Pt fiDIZ. ---4a.-1 5 .. Irma: 4.. AM., \ I Roar f'zqlitle El 'pi . 1 , 1 Q. . k k0 . '• W e - . sl; i • rzki, " k v• 7-oP of Af.D&E 4 ,, . , x . . 9, , .y N i• i i \ • 00 sailionnolim., .0:.:11. 00. olow. ..,..7::_., . ,2_ya pg. 16 oc, • rassarassasiessrairr . - . . f 1 1 I 1 _ , 1 , 1 cpy 1. 17.* T'lli 1 t v . 1 CPI. X6 f.arce, i i_ I 5- .. . 2,-ec4(.. - , • .: 1 . . 1 oo 1 , I •R z... 2. C. R.R.160t1 . Gis outeni..... . iK • . . N. - . 1 00 1 COLVY1:5 X — • I • "'''' '3041 .PT, 01-44V6ItooD 0 / - - "It - -I 1'. " // i ,. . . , • 774_ To P oP soNorvee loi „ !Fs ,.;Y*. ,3i-rp" t1.1 . • r ,/ • , . ,.. L„ . ' / • . ' try / wrilie. _74e..._ . .r°,c'ESSIO Is's- • • -4, \ •. . •• . S L 0 ii om 1 g KL.,02)oAtss ., SCALE: —kit ,. 1/ APPROVED BY: DRAWN BY - DATE: 0/y061/C REVISED . DRAWING NUMBER 4444.4........................444.44444.4.4.4.4444. ,.. 1 • WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 41/4 41/4 NII I jam -III - hi KING STUDS ill '// ' RAFTER ii O ENDWALL ' IS 10111% WALL STUD :0CRIPPLE STUD OBOTTOM PLATE ` .1 +�/� HEADER "i, 1 RIDGE �� LEDGER BATHTUB _`\� ``\/ ` 'J111 �`` ' DOUBLEJOIST 1110` `i _ ILIISIDEWALL A\i ,/ / RAFTER `P� JACK STUDS I� 'FLOOR USP NUMBER DESCRIPTION APPLICATION I '�I� ►1ST. ADS5HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 110 ' i 'III ANCHOR TO FOUNDATION W/ANCHOR BOLTS • BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"2 a STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 1 JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH 00 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR 'APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"0C a v Aw 4W 444,F. WALL STUD ►t VENTS SELECTE THROUGH-ROOF EXHAUST D AND LOCATED BY CONTRACTOR METAL STRAP ow% ,T CRICKET AT TOP-SIDE OFVENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER ilir. 11411 AS REQUIREDSILL PLATES) WALL SHEATHING RAFTERS` , MAINTAIN '; 44SIDEWALL FLASHING ' , , VENTILATION WOOD JOIST II 'FOUNDATION _ y ,�,. 11\ BLOCKING `�'�Q FINISH WALL AND MOISTURE TOP PLATE 2x4 LEDGER BLOCKING ►IBARRIER TO LAP FLASHING / -,�,�,1i"''� ' �� STARRING TO BE ATTACHED TO WALL STUDS @46"OC •�'!+ \ 2x4 SOFFIT JOIST AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A �' 1iiiiii AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND �� MINIMUM NET FREE VENTILATING AREA � ' H �� �` (l ROOFING TO AVOID SOAKING WALL STUD — NOT LESS THAN 1/150 OF THE AREA OF 11 V `I GUTTER 1111. I4 I WOOD GIRDER INSTALL 4'0"O.C. / ' THE SPACE VENTILATED. ALL OPENINGS 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT ON ALL OPENINGS ,' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0*0.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'4 INCH IN DIMENSION. AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ''-`,:. ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36.18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING I ® ® ® ® s s ROOFING LAPS BASE i ' FLASHING 4INCHES RAFTER O + / / BASE FLASHING WRAPS CORNERS, ' MATERIAL AS ROOFING / EXTENDS UNDER SHINGLES AT , RIDGE CAP S SAME \ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIk.4 INCHES / THROUGH VENT �` • . $ �� WOOD JOISTI� Ilbo‘.IIIIIIIII0g � I ► : TOP PLATE O / 'I ' GIRDER/HEADER I'''� ' SIDE WALL L>'4S Ii�1C� \�� WOOD JOIST ����' ' ' i 1ST.FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS @48 OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD 0 (� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS ' ,":\ INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN.1-1/2" CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD OF ROOF' TO ALLOW FOR SHRINKAGE.t REDUCE BUMP OUTS DBL.SILL PLATE \(- TERMITE SHIELD j" SILL GASKET 1 SUBFLOOR /—WOOD JOISTS ''" ' NEOPRENE TYP.CONC.FOUNDATION 4001111111111111117 CONC.SLAB �_` . ` DAMPPROOF EXTERIOR 6 MIL.POLY _� / v GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR • GRANULAR FILL BOLTED TO STEEL BEAM WITH v n STEEL COLUMN ��� - ` I/2"DIA. BOLTS•48"o.c. STAG. �r CONC.SLAB tit':• .!!'44::_ ,.,'A,a o°e ° C ROOF JACK ��` _— r.••t �- iliklir. STEEL BEAM \ COMPACT FILL !0010° ..;:.*L'"' +t`:• t' ` / .- ;�• . / 4" x i/4"x 8" STEEL a P ROOFING LAPS `� TOP AND BOTTOM PLATE KEYWAY FOOTING v n ° d ° FLASHING AT WI7H 1/2" x 6" ANCHOR BOLT CONC.FTG. 'A , A'A , G,. USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ‘Xameamo, i/2"GROUT i /� �;;.;�,:;;,..r;rr::� ° :a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) � REINFORCING BAR DRAIN TILE �� • p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT _ I I I 3"STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36'OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC (SLAB-ON-GRADE) _ ROOF JACKS 4 VENTS DETAIL 6 CONC. 10!0 WWM i i� �—.----4 a r SUBFLOOR COMPACT FILL DOOR I DOOR FRAME GARAGE m Q JOIST USE 2X8 r FOR BLOCKOUT A STEEL BEAM ` ' 4" SLAB W/6X6 WMM = SLOPE P.T.PLATEN 1/2"AIR SPACE I p ' "• e'}'`ti. • 4'DRIVEWAY—ow. NOTCH JOIST AND ADJUST HEIGHT . . diliglillir AT END AND .J ?I/27 (WITH A NAILING PLATE IF NEEDED) • GRADE ° 4 v zr z c'C•'A DES OF WOOC � ��.����,a• c , At. •.• e� ��•,:� •BE APROX.1/2"OR HIGHER THAN r 'o cf o A' r..•. �. i a 4 4 ` ' A BEAMS ]n�urdi��P v e v s • j!! �. I STE BEAM LOW FOR SHRINKAGE 6X6 W.W.M. . •. �� :�•• PROVIDE-' ♦�' P JOISTS ALIGNED) 12" •2•o A �o A ��i ° a r e p� e MIN. 10 2 A e ,:,:;7-0.....! '^ 4'A 4.a 4'r ° I' ��NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM aO • /� / c NOTCH EQUALS 1/4 DEPTH OF BEAM ' C. e A°'A _ /�P� 0 pF��� SUBFLOOR 1•.. •• 4 •;.. REINFORCING BAR O o" " c f .D 1• REINFORCING BAR a .1 e a•e•o •D , e I—I I ������ •..., ` DIST DRAIN TILE �•I . 12" 'o .. SHEET METAL/30*FELT UNDER BEAM AT POINT �!• c L)'n �.°•�•° 1 / +a I o�°'f OF CONTACT WITH CONCRETE OR CONC.BLOCK "��"�'^�^�'^�'•� \4.:a►• * STEEL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)*4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " •° \ SHIMS TO LEVEL BEAM I s'". e; ► 1•IM Cu PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. \ ' 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ,� 4. _'- Z BEAM POCKET ®A� 07.5• � � Al... , . GENERANOT E WIND FRAMING NOTES NAILING SCHEDULE P1.:4N CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION ulosoloollogoomom 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING I-IE1G+-1T TOP PLATE 10'WALL:4-8d COMMON RAFTER • TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8COMMON EACH TOE-NAIL • for generallyacceptedgood buildingpractice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4 8d COMMON JOIST P P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL - sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS .45 PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 • meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER TI IAN SLEEPING) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGQRY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATI-I CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio• 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCI 1EDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION HEADERTO 16"O.C. FACE Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON ALONG EDGES NAIL (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCI-IECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST,2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE " 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-BdCOMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAILNAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re bar,18"long at 12'o.c..Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).Unless otherwise noted,all slabs ongrade to be 3500 p.s.i..Concrete to be BLOCKING EACH TOE 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-112 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES: TO BEAM 3-SdCOMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND.101ST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO.JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathingwithin 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deckjoists to be bolted to eachpost with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 9 SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt Witt,washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind3) Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c,nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.E framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. STRUCTURAL PANEL Sd WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framing and structural wood material to be ft2+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING ATINTERMEDIATL NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearingwall headers to be(2)2x10#2+BTR.Doug.Fi'. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide firdto girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtut 4)•All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with • Floors to have ceramic tile installed shall be verified for proper load capacity unless notAlonstruction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. 1"OR LESS 8d COMMON 12"O.C.FIELD HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloorMENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floorjoists.Finished floor to be installed 2).HVAC subcontractor is to fully coordinate all system data and requirements with the I equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. rx 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a )•HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of buildingontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals xceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in wal s constructed . 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such •s . to be reduced tot -16d nail per foot. v E 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. u> P� D411/to W y be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. CS DfF,o Dp 3).In concealed spaces between stair stringers at the top and bottom of the ru ,, pac,,• under stairs shall comply with N.Y.S.Residential Code. r- r �N 4).At openings around vents,pipesceiling ' v"" and ducts at and floor level,to rest 1' ree .r ssfl�e, W flame and products of combustion. N ' ' 'a". , <u 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Cod: 0< o. p 7 •02 �• r