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Home My WebLink About30794-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31669 Date: 07/12/06 THIS CERTIFIES that the building ACCESSORY B= Location of Property: 630 WABASSO (HOUSE NO.) County Tax Map No. 473889 Section 78 ST (STREET) Block 3 SOUTHOLD (HAMLET) Lot 64 SUbdivision Filed Map NO. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2004 pursuant to which Building Permit No. 30794-Z dated NOVEMBER 23, 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 ACCESSORY B= IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to ROBERT & ANDREA MOHR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2091606 03/20/06 PLUMBERS CERTIFICATION DATED N/A ~or1:!!::= Rev. 1/81 1\as ;)S'1 d-- ('" Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY,".. I 9 r -:;-- '! ,. i', This application must be filled in by typewriter or ink and submitted to the Building Oepart~nt \\(~!l:~h~:~llowiJlg:r ,,--1 A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Oept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a cer1ificate 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 nses, 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 10 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 Location of Property: ~~~Q u)r 0t,<<Ytto/o/ /'/)//197/ House No. Street Owner or Owners of Property: r;::j"l.Je,e / I ~ Dk'P. 4 /WHe . C7[l- Suffolk County Tax Map No 1000, Section /Ot.>t:J-71?'"i)3 -<-1' _ Block ODd ,~ Lot Subdivision _ Filed Map. _ Lot: PermilNo.00 7tJ1 -:7 DateofPem1it. /61-S-<.J7 Applicant: --;P/7~ Health Dept. Approval: 1/ Underwriters Approval: ~ Planning Board Approval: t/ ,/ ~ Date. 6 --I9-q;. New Construction: Old or Pre-existing Building: (check one) Hamlet LJ &. Lj Fee Submitted: $ Temporary Certificate o!~ Final Certificate: / (check one) Request for: "/2~/~ Applicant Signature ~./05"O (\C..:c 31~~ 1 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. 30794 Z Date NOVEMBER 23, 2004 Permission is hereby granted to: ROBERT & ANDREA MOHR 545 WABASSO ST SOUTHOLD,NY 11971 for : CONSTRUCTION OF AN ACCESSORY BARN IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 630 WABASSO ST SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 064 pursuant to application dated NOVEMBER 1, 2004 and approved by the Building Inspector to expire on MAY 23,2006. Fee $ 267.00 e ORIGINAL Rev. 5/8/02 l!I~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I Located at ~ Application Number: I Section: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ E i i i i ~ ~ i ~ i ~ ~ ~ l!l il!ffi! ~ iilIE!ffi!IE!li il!ffi! -'>'-' "" I ...... ..:;>U ,..., 'i il!ffi!~~l!l ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ i i i ~ ~ ~ i ~ i i i I ~ ~ ~ i = i i i i ~ ~ i i ~ i i i i BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ALAN HUBBARD ELEC. P.O. BOX 2241 126 CLOVER PLACE AQUEBOGUE, NY 11931, 630 WABASSO STREET SOUTHOLD, NY 11971 BOB MOHR 630 WABASSO STREET SOUTHOLD, NY 11971 Certificate Number: 2091606 2091606 Block: Lot: Building Permit: BOC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located inion the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code andlor standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 20th Day of March,2006. Name OTY Rate Ratilll:! Circuit ~ Miscellaneous house & detached garage Alarm and Emergency Equipment Sensor Sensor Appliances and Accessories Furnace Range Dish Washer Panels 2 0 4 0 Carbon Monoxide Smoke 1 0 1 0 I 0 50 1.2 Oil Amps KW 100 5 Wiring and Devices Receptacle Switch Fixture Paddle Fan Receptacle 17 0 40 0 19 0 5 0 10 0 General Purpose General Purpose Incandescent GFCI seal Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. CiJ iT] T~J2.l' , ;iT ?ffi Tri -,1;]' iJi?Tri;]- ell O'l affi!Iii! l!l l!I~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I Located at ~ Application Number: I Section: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. .~ii!Iii!ffi!~ ii!ffi!ii!ffi!~ii!ffi!ffi!~~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ALAN HUBBARD ELEC. P.O. BOX 2241 126 CLOVER PLACE AQUEBOGUE, NY 11931, 630 WABASSO STREET SOUTHOLD, NY 11971 BOB MOHR 630 WABASSO STREET SOUTHOLD, NY 11971 2091606 Certificate Number: 2091606 Block: Lot: Building Permit: BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located inion the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code andlor standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 20th Day of March,2006. Name OTY Rate Ratilll! Circuit ~ seal 2 of 2 'fr' iJ',n ] [@@I2JJ:2.ljiiJ.EIT2~l@ ""iJn, - e ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ii!ffi!ii!ffi! ~ " .-. , ,. .... ...... - Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 June 26, 2006 Southald Town Building Department Main Road Southold, New York 11971 Re: Mohr Property 630 Wabasso Street Southold, New York Bldg Permit # 30769 To Whom This May Concern: I reviewed the project framing/ strapping during the construction phase. To the best of my knowledge, the framing, strapping and connections have been completed as per plans and meet or exceed the New York State code requirements. Please call this office if you have any questions or require additional information. MohrBldgDept2.doc 3079t.f-Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [WINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: .F~ ~; ~ CJ* ~ b-;L-Oh DATE INSPECTOR ~ ~ 307 rf- L 765.1802 BUILDING DEPT. INSPECTION (j/tl(t/) N FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: fAt: r~, '~K. of( -trF ~, ( P>,tP-tJ ONLY DATE /7 ~!o ~ of INSPECTOR~' ~ ?;077L(Z7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] I,.ULATION [ ] FRAMING I STRAPPING ['1'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: W~ /~~c k. " ~. .A-t'?~...~~.- ~..~__~ , , DATE pS--/,.,./or, . - r;LtL. 1- -4~ INSPECTOR ~ J ~ '3& "7 9y:- t; 765.1802 BUILDING DEPT. INSPECTION [ ] FOU DATION 1 ST [ ] F UNDATION 2ND [ FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: r),J/J L.MhS (]~k~ ~ ~IAAM../j. DATE 11+~ INSPECTOR . ~ , ~ FIELD INSPECTION REPORT DATE COMMENTS I J-- F~. ~ ok -i1- ~ /f/ o/1/L;': Z7 ILu,pp ... _rr./ _ ~~ ~l"l ,S\~ --- ..r-::; .. FOUNDATION (1ST) FOUNDATION (2ND) ~o: p~'" L..:L.l"l ROUGH FRAMING & PLUMBING ~ r;:2 .<.f-~jlQ -- (A/,r/)\ l_o-uJ. (~_' ~ . - \ ,/I -.)' \)J ~ .- -,; "-' ,7 0 ~7-1-- '" ------- ..., , I ~ o INSULATIONPERN, Y. STATE ENERGY CODE ~~ t"" l"l --- ..., ---------- FINAL -------- ----------r---------------- -"----------,, ~ A~~ 0(, O~ ~~ &.~:~: ~~'- ~ .~~ t r ~->, 0' ~-1[)r" h'.f)-'/.. A/1, ~()"', ./'r.;:V I{/ 1:' ~ 0.7 .'_ ~ A..4-'~ ./~---;.- U u ADDITIONAL COMMENTS h ..d._a z/- _ cv / '7;, L '0-...""'7-. A" i d.., N:. 7T t JJ \ -' 1l j ",.,L 0 _ ~_1 O.A ...I --/. ~ /'. j -v ~ A ,: A/7 ' f/ .:. ,,/ /;;/r ~ ~ f/ '" / _ ./ - /)$. l)fiL - r ( 'I r -V' v I "-'" ~ L__. u'- t (J', A air ~-./;a p t7 ~~ (pm ~" . U\l"l :.< . ~ ~~ , ::l 00 rZ ------- == l"l -- z...;>- t"" --....., ----------- "l> == o - l"l ~ :-I -------- PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey ?, () =7- 9lf...Z Check Septic Form N.Y.S.D.E.C. Trostees Contact: Mail to: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ Examined Approved If (2-'7, . ,20~ ,1(7---" .20~ f Disapproved ale Expiration -:<;/2'2., I ,20~ Qa, Phone: --. c' --~PPLlCATION FOR BUILDING PERMIT I 2004 Date /O~/O ,20!!.i- i , a.-This application MUST ~e C?Jnpletely fill~ 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 oflot 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. APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town of South old, 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. INSTRUCTIONS ~~~. (Signature of applicant or name, if a corporation) S"IS A/l9tSd5SGJ~ (Mailing address of applicant) ~/ /17} State whether applicant is~ lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,,(.,Ll,.,;ee- '2>,t3('Ai?I T P/oIM. Name of owner of premises '2v~~ ~/YJo#1t!! - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: U/~~(J ~ House Number Street s~ /It/A:( M(d>6d/,c; 7) Hamlet County Tax Map No. 1000 Section Subdivision 7[; Block u.3 Filed Map No. L<Jt-w ~.,/ -" Lot ,'.1 (Name) _,_,'n' ....- 1:/ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy v,4('J1-oV r b. Intended use and occupancy ~C-~~ :;(? Ie( . V 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work Alteration (Description) 4. Estimated Cost ( -.:8. uoc/ , Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use. 7. Dimensions of existing structures, ifany: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front <30 ( Height I~t Number of Stories " 9. Size oflot: Front //6J qj Rear ...3 0 I Depth 0-'11 Rear.-:l I' it ~ 1 Depth _. 451-30 /?S /..gs P ~. ~~~/.sql7/ 10. Date of Purchase l5"/tlf Name of Former Owner ..Fe h, /t""'4 ~~ II. 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 V"" NO_ 14. Names of Owner ofpremises~t1<?rrfl1t?we..Address ~e,-LJ~hone No. Name of Architect Address _u tb~ hone No Name of Contractor Address Phone No. IS a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO V * 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. 7t'"'~--?~ 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 ) ~OA"'~ ~/YJo/Hff!.. being du1y sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 6wA"t/l. . - (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 l SJ: day of ~ ()v VW\b ON' 20~ X ~/~~ . '- Signature of Applicant '- Not MElANIE DOROSf(1 NOTARY PUBLIC, State of NewM No. 01004634870 Qualified in Suffolk County ....." "i\ 10 Commission Ellpires Septemb8130.~ T --- ~~~\u _ APPROVED AS NOTED DATE:~BP.# SO? FE~~ BY: Dr NO i1FY BUILDii,G DEPAr1TMENT AT 765.1802 8 AM TO 4 PM FOR TH FOLLOWING INSPECTIONS' ' E 1. FOUNDATION. TWO REQUIRED FOR POURED CONCRETE 2. ROUGH . FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO ALL CONSTRUCTION SHALL MEET TH REQUIREMENTS OF THE CODES OF N~ ~ORK STATE. NOT RESPONSIBLE FOR ESIGN OR CONSTRUCTION ERRORS. COMPLY WIiH ALL CODES OF NEW YORK S1A1E & 10WN CODES AS REO \ ED AND CONOIIIONS OF SQlJiHOlO TOWN ZBA SOIJTi10l0 TOWN PLANNING BOMlD SOUii1OlD TOWN TRIJSTEES N.1S.1lEC OCCUPANCY OR USE \S UNLAWFUL W\THOUT CERT\F\CATE OF OCCUPANCY UNDERWRIlERS CERi\fICAlE' REQUIRED FLOOD ZONE COMPLY WITH CHAPTE .46 FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. ALl CONSlRUC'fION SHALL MEET THE REQUIREMENTS f$o THE CODES OF NEW YORK SlATe. " . ~D-BORNEDEBRfS PROTECTION FOR WOOD STRUCTURAL PANEL ,''4, " ~ I I V , I I , I , ',' , 'I I , , I I, , . , ,,' , I).' I, I, " . ',,- "'.' I'j' 'I I, I, I, ')/ ,~", I, I, 'I 'I I, . 'I,' r,.' I'j' " 'I " N.T.5. I~/ FOR PANEL SPANS: 'I 4' OR WIDER SPAN 23132" APA SPAN-RATED 48/24 SHEAllilNG GRADE PLYWOOD (OVERlAP AROUND OPENINGS 4') 2x4 STRONG-8ACKS @ 24' OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S:' 10.3' (wfWASHERS) GALVlNIZED OR STAINLEss STEEL WOOD SCREW @ 12' O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wf '10.3' (wf WASHERS) GALVlNIZED OR STAINLESS STEEL WOOD SCREW@ 16' O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: .10 TEE NUTS ATTACHED TO BLDG. wf'lOxl-lf2 (WfWASHERS) MACHINE BOLT@ 12' O.C. UL TIPLE SECTION ASSEMBLY: lf4'lliICKBOLTS@"ZOC I". I'j' " 'I 'I ,~/ I), I, 'I 'I I, I, _ II r( i'J' " II " I, ,~/ ,), II " II I, r,' GENERAL NOTES CONSTRUCTION NOTES: 1} The informotion within this set of conslrudion documents is related to basic design inlent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York Slate building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meels current federal, slate, county and local codes. ordinances and regulations. ele. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (00 NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility ror construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Rerer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that ma&onry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7) The General Contractor Is to consull with the owner for all built-in items such as bookcases, shelving, panlly, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and not81O to determine Intended heights of finished fIoor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2- expansion joint material between concrete slabs and abutting concrete Of' masonry walls occuring In exterior or unheated interior areas. 4). Any new concrete walls being aUached to existing concrete structure shall be installed with #4 re-bar, 18-loog at 1T o.c.. Use approved epoxy for Installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.l.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3.1/2 inch thick. 6). Crawl spaces to be provided with 8 minimum 18-x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code.A6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential ConstNction Code. < FRAMING NOTES 1). All framing techniques and methods. as presaiptive design or 1995 sac High Wind Edition Wood Framing Construction Manual. 2). Unless ctherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors. walls, ceilings and rafters 10 be spaced at 16 Inches o.c. unless noted otherwise. 4). Unless otherwise noled ,aU bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers 10 have (2) lack studs and (2) rulllength studa on each side of all openings. LVL headen> to have (3) jack studs and (2) full length sluds on each side of openings. Bearing wall window sills shaH also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beamslheaders to be installed with heavy duty galvlnized hangers and anchors where applicable to aU connecting )oists. WIND FRAMING NOTES 1). RIDGE. TO-RAFTER ASSEMBLY: 1.114- x 20 gauge strap shall be attached 10 each pair of rafters in accon:lance to table 3.4. When a collar tie is used In leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of ad nails in the strap. 2). RAFTER-TO-WAll ASSEMBLY: Lateral framing and tthearwall connections for rafter, ceiling or truss to top plale shall be in accordance to table 3.3. When 8 rafter or truss do not fall In line with studs below, rafters or trusses shall be enached to the well top plate and the wall top plate shall be attached 10 the to the wall stud wtth uplift connections. Roofs overhanging the rake side of Ihe building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO.WALL ASSEMBLY: Wall studs above and studs below a noar level shall be auached with uplin r-.Qnnections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the sluds shall be attached to a common member in the fIoDl" assembly with uplift connectors in accordance with table 3.3. 4). WAll ASSEMBl Y TO FOUNDATION: F~I wail studs shall becooneded to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 Inches In concrete foundation and slab-owgrade, 15 inches in masonry block foundalions, or lapped under the plate and naned in accordance with table 3.3b. When steel straps are lapped under the bonom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to lable 3.2a. In addition to spacing. anchor bolts are to be spaced between 6-12 inches from the end of a sill plale and all comers. 5). TYPE' EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of7116 inch wood structural panel on the exterior attached with 8d common nails at 6- o.c. at the paned edges end 12- o.c. in the field, and 1/2 inch gypsum waUboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10- o.c. in the field..shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls &hall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 'Shall be permitted to be increased when interior sheBfWalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WAll OPENINGS: Header and/Of girder connections shad be tIltaChed .with upIift.connections in accordance with table 3.5. Window sill plates shall be have steel connectors In accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a struclural beam, the rafters shall either be notched and anchored on top of the beam or slope connedors shan be attached to each raner.to-ridge along the open ceiling part of the building. Connections to the ridge and wan shan be be attached with the above. requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted. aU framing malerlal to be #1 ACO pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders-for deck joists to be (2) 2x10, bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 112" dia x T' lonIl anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12-x12"x12- thick concrete footing. Use a minimum 1f2-dia x riong anchor bolt with washers and nuts. Foolings Shall be 4 ft. below grade. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 Inch Bashing shall be installed between the building and ledger. Ledger to be fastened to building with 112- dia. bolls with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored togirder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES Residential 6). Double up floor joists under walls thai run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be Installed as per N.Y.S. Floors to have ceramic tile Installed shaD M verified for proper load capacity unless notoo Construction Code. on plans. 7). Provide blocklnglbridsing in noar joists at 8'0 O.c.. Use solid blocking in floor joists under all bearing walls. a). Provide insulalion baffles al eave vents_between railers. Install draft bloc<<ing as needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2- thick, 4.ply Fir COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 314- thick T&G PTS Fir ar Advantech plywood subfloor adhered with PL400 adhesiv3 and saewed to Cloer joists. Finished floor to be In&talled over subnoor as per manufacture's instructions. 11). All bathroom walls to have 112- thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 518- thick type-x sheetrock. All other parts of building to have regular 1/T sheetrock. AJI walls to be 1aped and finished. 12). All roof with a pitch less than 4:12 shall be Inslalled with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with en EPOM torch down type material over. 13). All sill plates and wood In contact with concrete to be pressure trealed. SUI plates to be installed with a foam sin gasket and cop+tex tennite shield or approved equal. t 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cui out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state cocIe and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate aU system data and requirements wilh the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the Ganeral Contractor and owner for final review and approval ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.s. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). lnsla!1 Smoka detedorsand Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. ..~.;"-- "~ . ,..---;-., ,"~\!.O ....It~~. /~1.-;~i ~' p,/ '."1' J'i:.." I-rli> (, . -', " l'" I,> lit, ". -r1'l A'. 1',1,:; ,,' ~l, r::, ~ ,.l.CI;! ~rtl;_ .IP \\.~\ <;",," '(j./'J(! . t!i' /Oit, ~~-\~ ~e!e~ "'=- PLAN CONTENTS: C TIA AN Y A551FI A 11 N UI IN U5E BUilDING HEIGHT SQ. FT OF N T T TA TI N PRESCRIPTivE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND I 55 5 C HICioH IN ITION WOO F AM CON5TRUCTI0 MANUA A5 ROO LAN5 C 055 5ECTION AN ENE A NOT 5 EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATT~Ce. wi 5TORAGE 20 ROOF (GROUND SNOW LOAD) 4& ROOMS (OT~ER THAN 5LEEFINGJ 40 ROOMS (5LEEPIN6J 30 STAIRS 40 GAURD AILS (ANY DIR CTION) 200 DE51c;N CRITERIA F AMING LEMENTS DES16N LOAD CALCULATIONS (LIVE LOADS F6F) EXP05URE CAT A 0 Y LOAD PATH (ROOF - FOUNDATION) NAILING: 5Cl-lEDULE 55 SEE CON5TRUCTION ANDWIND PATI-4 CONNECTION D All AGE' GENE AL NOTE PAGE 5 E CioENERAL N TE PACioE FO AN AN WI HU PLUMBING RISER DIAG:RAH FIRE PROTECTION (SMOKE' C02 DETECTORS) T U I N R .,. CA CU ATION5 &EE FLOOR PLANS AM CON T A5E 1 CTI NtA - TAN A TI K H K 5 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLA YMENT HAZARDS LOAD IMPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE HT. MODERATE SLIGHT TO 11 NONE " TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SIiEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 8" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6~ D.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 (BOTH FIELDS) NOTE: 2 FOR PANa FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @4" O.C. 8d COMMON @4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, the 4 fool perimeler edge zone anachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter I truas framing members with G>0.49. For framing members with <O.42<G<0,49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter I truss framing members with G>0.49. For framing members with 0.42<G<0,49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 8" O.C. 8d COMMON@ 12" O.C. SEE NOTES: 1, 3 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6- O.C. 8d COMMON @ 12" O.C. SEE NOTE 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1), For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulaled 12 inch o.c. nail spacing assumas sheathing anached to stud framing members with G>0.49. Fot framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box neils shell be permitted to be subsliMed for common nails. NAILING SCHEDULE ROOF FRAMING" JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACING RAFTER TO B' WALL: 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4.8d COMMON RAFTER CEiliNG JOIST 8' WALL: :;'Bd COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-Bd COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM . sac LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAlL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM . sac END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING" JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA- SIDE NAIL SruD TO 2 - 16d COMMON 24" FACE STUD O.C. NAIL HEADER TO 16d COMMON 16-0.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING" JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: 4 . 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 . ad COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 - 16d COMMON EACH FACE TO BEM4 JOIST NAIL JOIST ON LEDGER 3 . Bd COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 -<LJU....-Cl-l~ TI- IN(:;: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL Bd AS PER TABLE 3.B WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING GYPSUM 5d COOLERS r D.C. EDGE WALLBOARD 10" Q:C . FIELD WALL SHEATHING: JOINT DESCRIPTION STRUCTURAL PANELS 7116- OSB PLYWOOD GYPSUM WALLBOARD NAIL NOTES 6d COMMON 5d COOLERS NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing naUed 6- on-center at the panel edge. If wall sheathing is nailed 3- on-center at the panel edge to obLain higher shear capacilies, nailing requirements for slructural members shall be doubled,.or alternate connectOfs. such as shear plates, shaU be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permined to be reduced t01 - 16d nail per fool. o ~ ... .". ~.'.. ~,,_^...'.."'....i) C' ~~ /A.,". ..... j..,' \:",:-:"", ; /;"/.... .r''' '"":,, ,), .J '\. ,'. l.<';/ 'tY... .,. }:.'i/" \.~:'. ff,"::'/* ~1' \.,\' ~I':' ,,> F f!, ..(:"1 . '.!.'. ,~" _\ i .~ .... ,\"..., ~~. \ r;' '~. (I'" ~(.:~ ".~ .. ~ '<~ Ndl~:1i. j,j..' . ~~ ., CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE- TO-RAFTERS LST A24 APPLY TO EACH PAIR OF RAFTERS RAFTER- TO-WALL RT20 APPL Y TO EACH RAFTER RAFTER- TO-PLATE RTIS APPL Y TO EACH RAFTER (uSE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFT A OR MST A%. APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT1 APPLY TO EACH CRIPPLE STUD 5I-lEAR WALL HOLDDOWN ANCHOR ADSS APPL Y TO EACH SIDEWALL END 1ST. FLOOR-UNDER-SILL PLATE MST A36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) WIND RESISTANT CONSTRUCTION CONNECTORS USE THE FOLLOWING OR APPROvED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 112" SPACING eETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION ANCHOR SOL T CONNECTION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS e 6" O.C. ANCHOR BOLT CONNECTION FOUNDATION 518" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72"OC ICRAWL SPACE OR FOOUNDATION' SILL PLATE TO FOUNDATION 2 STORIES 36"OC (CRAWL SPACE OR FOUNDATION' WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ISLAB-ON-GRADli, . USE WITH 3x3 SQUARE WASHERS (USP L13PSS8 OR BPS83) ENDWALL 5!4EAR WAl...L CORNER CONNECTION -- , WOOD JOIST 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUElFLOOR RIM ElOARD GIRDER/HEADER 1ST. FLOOR TOP PLATES WOOD JOIST 1ST FLOOR WALL STUD JOIST FRAMING FLUSH WITH GIRDER/HEADER CRIPPLE STUD KING STUDS HEADER JACK STUDS TYPICAL HEADER CONNECTION 1ST. FLOOR WALL STUD TYPICAL MULTI-5TORY CONNECTIONS WALL STUD eoTTOM PLATE SUEl FLOOR DOUBLE JOIST 1ST. FLOOR PLATE SUElFLOOR RIM BOARD SILL GASKET ( TERMITJ, SHIELD DOUElLE SILL PLATE DElL. SILL PLATES (TO OVERLAP JOINTS) FOUNDATION WALL " '6 FOUNDA TION WALL - . <7 . . . , '6 - ." ~ DOl.Il3l.J: .}OIS T FOR NON-6EARlNG WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORI~ RIDGE RIDGE RAFTER NOTCf-1ED RAFTER TYPICAl. RIDGE TO RAFTER STRAPPING TYPICAl. RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE-0 TOP PLATE WALL STUD WALL STUD TYPICAL RAFT~ TO WALL STUD CONNECTION AL~ATlve1"lArTeR TO WALL STUD CONNECTION BLOCKING WOOD JOIST WOOD GIRDER JOIST-1=RAMING OYER WOOD GIRDER '- '- WALL STUD BOTTOM PLATE BA TI-lTUB DOUBLE JOIST '- WALL STUD -BOTTOM PLATE SUB FLOOR POUBLE JOIST DOUBr JOIST oFOR UNPER A BATI-lTUB DOU6J..E .JOIST FOR NON.,f3EARlNGWALLS ------- . ~ TYPICAL DECK WIND UPLIFT REQUIREMENTS 'A . -, ' 'A . -, ' 'A "~ , '. ~. ALT, HEADER GIRDER CONNECTIONS: DECK >-lEADER UPLIFT SPAN SPAN lb.. b' 1408 20' 8' 18'18 10' 2341 12' 21111 b' 1!lS9 28' 8' 2419 10' 3098 12' 3111l b' 2310 3b' 8' 3081 10' 3l!l&1 12' 4621 UPLIFT CONNECTIONS FOR: JOISTS-TO-GIRDER / HEADER DECK CONNECTION MIN, 8d NAILS SPAN CAPACIT"r' REQUIRED 12' 421 lb.. 4 Ib' &2b lb.. & 20' b2b lb.. & 24' 12b lb.. b 28' 82b lb.. 1 32' 921 lb.. 8 36' 110 lb.. 1 USE THE FOllOWING USP BRAND OR APPROVED EQUAL GAL VINIZED METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND INSTAllATION BY MANUFACTURE. PRODUCT DESCRIPTION UPLIFT GALV. MINIMUM NUMBER lb.. FASTNER REQUIRED PBS44 4x4 1815 POST: (12) 16d COM. NAIL POST CAP BEAM: (12) 16d COM. NAil PBSE44 4x4 1430 POST: (8) 16d COM. NAIL END POST CAP BEAM: (8) 16d COM. NAil KC44 4x4 COLUMN CAP 3265 BEAM/GIRDER: (2) 5/8' BOLTS POST/COLUMN: (2) 5/8' DIA. BOLTS PAU44 4x4 2240 FOOTINGIPIER: 518"x7" ANCHOR BOLT POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS CBE44 4x4 3585 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1/2' DIA. BOLTS KCB44 4x4 5650 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 5/8" DIA. BOLTS PBS66 6x6 1815 POST: (12) 16d COM. NAIL POST CAP BEAM: (12) 16d COM. NAil PBSE66 6x6 1430 POST: (8) 16d COM. NAil END POST CAP BEAM: (8) 16d COM. NAIL KCC66 6x6 5225 BEAM/GIRDER: (2) 5/8' BOLTS COLUMN CAP POST/COLUMN: (4) 518' DIA. BOLTS PAU66 6x6 2350 FOOTINGIPIER: 518"x7" ANCHOR BOLT POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS CBE66 6x6 3570 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1/2' DIA. BOLTS KCB66 6x6 5640 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLTS RT10 TV-DOWN 585 JOIST: (6)8d COMMON NAilS ANCHOR HEADER/GIRDER: (6) 8d COMMON NAilS RT20 TV-DOWN 1105 JOIST: (9) 1Ox1-1/2 NAILS ANCHOR HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION NOTES: 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TV-DOWN STRAPS. JOIST HANGERS TO BE ATTACHED TO A PT lEDGER BOARD THAT IS TO BE BOLTED TO BLDG. I itJ~ +- ~ t "2 '" 'l III r ~~ ~ ( ~ I' ~ . III , , 'l: Ill"! -Ill'! + t-= Ul ...... '0 ] S J 3 0 Il\ ~ Ul I!i ill 3 J 0 4 ,... 1 en "Ul ~ <S 0 1Il 2 "1 "' ~ Q ~ 0: "II'~ "- " + ~ + Q "ill !:::' I-IIA "-'A TI4A' S PATH 0 0 fi ~ Ifl I,J ... ,'" '0 ~ -2: 5 '0 0 . N I'oJ/F LA"-lD l...ISA O"\L.IE.\...L- _ G-v-.J N. 840 "-I' E.. w 10 . .. 6(fi'O :.~ "....~ ' s' CP 3"'=1 '0 PRoP. t:>"-i" ~ . ....... I +l G' 3 o POLE 1.11 \ ~ ,.f"" f~ s. e40 '2-1' "-J. A. i BURN5I1t.\ Ke:.\oo.lNE.\-\ 1'1. 100.00 CN. I-J<.. Ff:. o,s't..J ,SA' <,') ~I#' \ 12.2.' ~ F~. ~ SH~D ".0 (p 4' 't A / ~ / / c,i (,v 12.2' M Ffit. . SHEr> llE.eG't:.. C.ON~llloL <> v.A\..vE .s ..] 3..' 'fill r;;J ? ~ ~~ (0 e) ~4-' (l'1~) . 5 S'!l.lITC.~ 0 ,"os o f'II P1<.oP ~AR."'" ~F (I B.o) (.1. ~) (10.6) in ,1.0 p.p6 f"o III 1 :OS. <,2: O'c...I ELL. - c...~ LA)...\t:> "-l/F AG~ES if ~ILL\AM ALe,R,O Unauthorized alteration or addition to this survey is a violation of section 7209 of the New York Slale Education law. Copies of this survey map not bearing the Land Surveyors inked or embossed seal is not considered to be a true valid copy. Distances shown from property lines to existing structures are for a specific purpose and use and are not intended to guide in the erection offences or other structures. Certification indicated hereon shall run only to the person for whom the survey is prepared and on his behalf. to the company or agencies listed hereon and to the assignees of the lending institution. Certifications are not transferable to additional institutions or subsequent owners PITcH_, 'l4": I'Z':' l..oc.t'-Jto..IG CAST,,,",,, i'TD GR.A"'''' r\.....ISHED GRADE ""IN l!: L. 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SANC> ('SoP) '"L. "''Z,Oo LISA MCG.UlLK..'~ LA"'-1D SURVE'iII-lG '2.14 EAST JVlAn...l 51': E.AST Ie-LIp' "'-1,/ 11/30 G>:.I - "2.11 - 3<..05 SCALE: I" ~ "2.0' DATE.; SE.PT. '2.1, \<>><>>~ .....Job "-10. 104 \ - ~':>