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HomeMy WebLinkAbout39268-Z ,gUFFQI,f-' ,fop eoG>` Town of Southold 4/12/2016 i" 1 0 A P.O.Box 1179 ? 53095 Main Rd , y,;ypl �0 0 Southold,New York 11971 .. CERTIFICATE OF OCCUPANCY No: 38221 Date: 4/12/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 37470 CR 48,Peconic SCTM#: 473889 Sec/Block/Lot: 69.-4-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/22/2014 pursuant to which Building Permit No. 39268 dated 10/15/2014 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 BUILDING AS APPLIED FOR The certificate is issued to Field,Jarred of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39268 03-01-2016 PLUMBERS CERTIFICATION DATED Auto ed ignatu TOWN OF SOUTHOLD �,,eg�FFDc,�coG ,; BUILDING DEPARTMENT x o ? TOWN CLERK'S OFFICE rn x •,oy 40 � SOUTHOLD,,NY - ¢ 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#: 39268 Date: 10/15/2014 Permission is hereby granted to: Field, Jarred PO BOX 545 Southold, NY 11971 To: Construction of an accessory building as applied for. At premises located at: 37470 CR 48, Peconic SCTM #473889 Sec/Block/Lot# 69.-4-10.1 Pursuant to application dated 9/22/2014 and approved by the Building Inspector. To expire on 4/15/2016. Fees: ACCESSORY $1,060.00 CO -ACCESSORY BUILDING $50.00 Total: $1,110.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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. New Construction: V Old or Pre-existing Building: (check one) Location of Property: 27/70 OL-b 42 ad. 2/- S ��GO✓tiG House No. Street Hamlet Owner or Owners of Property: I�✓12(r� f ��� Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval. Underwriters Approval: Planning Board Approval: Request for: Temporary "IlCertificate Final Certificate: (check one) Fee Submitted: $ `J V %1 A..licant Signature •�,,%OF SO(/jyo Town Hall Annex tI ~® l0 : Telephone(631)765-1802 11111 % 54375 Main Road % Illr Fax(631)765-9502 P.O.Box 1179 . G _kr Southold,NY 11971-0959 L:,'�'c►®l� il 4,-- 1-0 roger.richert(a�town.southold.ny.us court i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Field Address: 37470 CR 48 City: Peconic St: New York Zip: 11958 Building Permit#: 39268 Section: 69 Block: 4 Lot 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 2-150A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-150A Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: 300A UNDERGROUND SERVICE - ACCESSORY BUILDING Notes: Inspector Signature:/,-,.._ Date: March 1, 2016 Electrical 81 Compliance Form.xls � .. ___ 3 7' � S * .4 _ o * • .Akb, ---ZecouNri,v,70 - TOWN`OF UTHOLD BUILDING DEPT. 765-1802 NSPECTION . [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ , ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _fJ _ .✓ _ � DATE INSPECTOR ,,,,,,,,,,,,.. __, 1...:. , 'E� '��„,,,,tF SOU,,,--c€ryolo . .�; N 4,..., „Tecout,,,,0.0. _______.....,..., TOWN.OF SOUTHOLD BUILDING DEPT. 765-1802 s INSPECTIO [ ] FOUNDATION 1ST [ ] ROU PLUMBING [. ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6,,,,,,,:e ,_ , A&M___ 4 • -ice 1 t/-- 6----c---- (-4:-. 4-1 c..A.- a-Zeil DATE ,9q ko INSPECTORAr- - --4'4-4f ' soop___3 9io - 62_ Ali.- ,, e„,,,ii4 4,--,_:‘w ‘iffi flo y ,k.. ...._ , te,i ___-_eicouffri,*,,, _______....„, '. TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION - - [ ] FOUNDATION 1ST [ ] ROUG MBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r • , V ,' OF DATE Li ( ('Ue INSPECTOR ' '1(4 FIELD nisizCT X)N REPORT DA . COMMENTS . ' . KUNDATIOl+t(IST) ) 40-z,"0-.4x- c%1 --r te e: s—i-K. . * • 4,91 FOUNDATION(2ND) . • ry., ,,".. ' . r . . I O • r t ---• y • • ROUGH FRAMING& - y PLUMBING , • . .P • INSULATION PER N.Y, v STATE ENERGY CODE . . ' . . , .. , • y ' 1 FINAL / if&-Ir - K . . .r. 1 qt+r..r�;k•,tv ,a is r . a .. r.w�.—.•nom -1-\ AI71)XTION +"Cnlln2E1TS Se DIG.O. E3i r' . v 4-ecQS 994 Q e o '' 1,5.41.4 • , '. o 51ai '}:s • -711,>[\01-(Akia-1- LeLcii-le-K .*itv4u-i,oic_ peve'' )-‘- , _.., . (-)A (,tel 1.71 51 / it@ .ajefiCAL. C -064-.( 6-4-ifo ' ' '''''D 2 .. . i. r �. .. .,r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the 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) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. -;P[ . -� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate /./. J Storm-Water Assessment Form /s, y Contact: Q Approved ,20 ail to: fv b 5-7-6— Disapproved a/c jOVlb(L /1 L/� 7c1 Phone: 61-- (C3 1 — OPV, Exp; :Eien -- !_ _,, _ u E r;Inding Inspector SEP 2 2 2014 �� . PPLICATION FOR BUILDING PERMIT BLDG DEPT Date Z2-Hr , 20 IV TOWN OF SOUTFIOLD 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. ignature of applicant or name,if a corporation) /Zi syr ,,vino dz , /097/ 4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesPf-,R-2�c.,V Ft ren (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wo rk will be done: �7 f?O 4Z-r? XA 2d ( - i ) p ..'coelf House Number Street Hamlet County Tax Map No. 1000 Section 6q Block Qy Lot 0/ 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 /lJ/,q b. Intended use and occupancy /4CL-kC-SS0lZ7 f ' ci/di, Z7 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work '' (Description) 4. Estimated Cost �5.caes Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NA- Number of dwelling units on each floor /1/4- If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /(/,,Q 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories // r i r., 8. Dimensions of entire new construction: Front 6,P® Rear 60 'Depth ' gO Height 7f - '5 ' Number of Stories A//,a 9. Size of lot: Front Rear Depth 10. Date of Purchase ZO/` , Name of Former Owner ZIA /2 /1/4,2�r ,c� 11. Zone or use district in which premises are situated /41 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 14.Names of Owner of premises Iii-g-a-OP 4 Address 7L/7c.) /Lf-4/ //FA Phone No. 13/-4(3Y-288V Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO r/ * 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 �V * 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) S: COUNTY OFU► being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 (Contractor,Agent, Corporate Officer, etc.) Cluc.(itiee in Suffolk Uu�iiy Cornrnissiof Expires April 14,2c I�o 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 be ore me this I^^ oDa./N-4 day oft 20 Notary Public Signature of Applicant Scott A. Russell " �°suF „�� STORMWA.TJER SUPERVISOR 0 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179m�� 53095 Main Road-SOUTHOLD,NEW YORK 11971 , ��� �;••�•• Town of So u th o l d SEP CHAPTER 236 - STORMWATER 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. EaO B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. �. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® 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. ®❑ 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. NAME J P vzart.•/ r��— 1� 61_ V h! f-n Section Block Lot ' Li4nalUfei KF•k[ FOR BUILDING DEPARTNI LSE ONLY "° Contact Inform 6w/ y3/ zzSy ,(fhphonr NuiubUi Reviewed By Date: q'r Property Address/ Location of Construction Work- -37y70 OC.1, 2t> �f en' Approved for processing Building Permit /� Stormwater Management Control Plan Not Required 7-74:-C-04/Cr / A•Ai ` 7/9 5F EStormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #. 1000 ,.'"""""'••• CHAPTER 236 s (Property Owner,Design Professional,Agent,Contractor,Other) `'o- of ��I/ Q� ��, Stormwater Management Control Plan CHECK LIST _ 7/1-IC. A!7 (tel CLLR ection Block Lot �,, y NA w z; S M C P -Plan Requirements Provide ONE copy of the Building Permit Application Date: � The applicant must provide a Complete Explanation and/or Reason for not providing ZSpj 9 ///J�//� of `.`. '�� all Information that has been Required by the following Checklist ge !Ill c el�lione NUn,bef� L' 4/—/ .I.�...�, 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here> show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. f of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ✓ AI& 5 +Ie.... rpm `,>1,ruc(-t,T2-C�-- e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2•Intervals) ✓- Al0 ie.-(purg-'-i Ovi 04ei0 .4Z_ a" Lo-f--- g. ofg. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. ,-,/ A.,0®�a96b.�tSc.SDinn "r'�' oot5 Q+ 2',Lsrd.r�.�,�c_ j. Location of proposed Soil Stockpile Area(s). I ✓ GE INSPECIYONS ARE IREQUI""ED k. Location of proposed Construction Entrance/Staging Area(s). Contact TOS Engineering at 766-1560 before I. Location of proposed concrete washout area(s). M III Backfill, OR Provide Fngineer's Certification m. Location of all proposed erosion&sediment control measures. that.the dr in��c has been installed to Code 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch EROSION&SEIDINIENd CC, rainfall/storm event Shall include but not be limited to: 3. Details&Sectional Drawings for stormwater practices are required for approval. A well maintained Construction Entrance, Items requiring details shall include but not be limited to: Wire Backed Silt Fencing, stabilization & a, Erosion & Sediment Controls. % cec�ding of exposed and/or inactive sods. b. Construction Entrance & Site Access. 1 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e g. infiltration basins,swales,etc.) El ,_.< rOli LENGINEERIN PART! • - t".__SE ONLY xw'''" Additional Information is Required. Reviewed & / Stormwater Management Control Plan is Not Complete. Approved By: 4111 Stormwater Management Control Plan is Complete. Date: • • l�11b//� iIN SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 i a`��oF s0!/l, , 1,r��-—mown-Hall-Annex- i 16 . • \ Telephone(631)765-1802 . 54375Maio;toad r CA ,....• \ az(031)705 J 2 'ox i 779 , ;� &' �� roger-richerf(a fown.souf iany.us -I) outhold,NY 11971-0959 I '' - y0+'11 _III NOV TL .) 2015 I� --! BUILDING DEPARTMENT Ri, NTT TOWN OF SOUTHOLD in�;l' iii :fil pin,r ' --_ APPLICATION FOR ELECTRICAL INSPECTION i - � f REQUESTED BY: t— J-�T Yy �-t x--37 Date: // Z-z7 ACompany Name: . . OWE_ - ' • Name: .. License No.: Address: - - - Phone No.: . JOBSITE (NFORMATION: (*indicates required information) - *Name: J f'(LP— fti . . M -�P - - - - - - -- - -- *Addre ? y ss: 7j .7 f) . OLS - -4)0a--44L. (Z,L l >_ y.�' Croe_ � is *Cross Street: 2-f- 4( - ' • *Phone No.: Cjyt rrI77'I— 4..3I -Z SSS f �tJ�1 Permit No.: i i...6 8 . Tax-Map District: - 1000 _ Section: 69 . Block: 0-I Lot: /0, / *BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ - U�lc� o�w2 • S k�-v��.rti, dv ,q-CLQ, i ' . I - �` Q>v� CI.I h (Please Circle All That Apply) - *Is job ready for inspection: . YES/60? Rough In Final ' *Do-you need a Temp Certificate: _ r-it---:"I NO - Temp Information (If needed} - *Service Size: 61:1--;se 3Phase 100 150 200 350 400 Other . *New Service: Re-connect Undergroun•o Number of Meters Change of Service Overhead • ' Additional Information: PAYMENT DUE WITH APPLICATION '/ 82-Request for Inspection Form . ai\_1 Ii 1 F "- 1,30" ITIVER�� T _ ,---- ' _ ?• i''"' \rte`\," �\\`\��\�, f ,, ti le.., ...,„:„....k..„.,,..-.; 7r : :;a� ttiR�tr i ;. d. ;t'" �rill/ ... Ir - ---= �.; \\ \..fi\,�7 II ' 1 5 i ./II( L ill/l� ithiI1,116 71�� fy'«� -.:...,...---„:„.:-...._---::_:--.-.--At-,,,.---. r. '-ma . � \ �t\•\�\� k _ • _ ; 0 ,-��' `. 'Illlr •r Ir; 1 bent f,/' I�8 ,p•r itrfl�{5 ;' ,r': Ti .\ "\`���t\\ ,.. •c\\ \ ,,r• ''. " _ \ , . ', II i ror.....*„l f �11� r��ll(1' -, esY` g._ w �,-'' 4�", i 'es',' �r \ �� }% t/........--40--...- %,��/I/ll, n ,1,// �l'1 1' �ry��\ .� � . �\\; � ,- NEW VEGETATIVE SCREEN --s; j- % �hJ���f(,t�Ir ��rhn.��ljor'r�,! �.N\ � <. ..•4 �\e\ \\ '., 1 ""ice 16 AI.*11 l,r;,i rt 4:41,, y� . .� ‘\'‘‘ .\ �� ;. �r%fi //� �,l/!/i,iA.t;I" .yo 1 — " r �1 \ �, EXISTING VEGITATION �,i� %5 N' .. t L,Jr 111 ,,,/ 'Y ..r. ---": �' `.\ t ` ,• ..R}A+' -`•r�--. 'r'J. 1•,q a,1, /.t } 71/r,/' yl' ---., y \ `��` ,y ,-,• %�' '-.rjf�nm��� 11�rll�lll r t�J r (l� � ___,.,. .,_ -.7",,,g,...,.. .1 li M j. r''1I��'l�� i% ri,Ir �IIJ�I/11��Ir1R, '1���-'-'��_v ., ���;��r'r„'�'. . : 1,., :� r ; // .'y _ EXISTING DRIVEWAY TO BE ff//ISTING / 4.. \ , - AMED HOUSE t ° A d II MI; ,g,.'e. A d ° ° d ° ;; d ° ° $om ° 4 4Al t ' ` 4 °i1,4 _ 4 d'% ��r-mo� i%� ° 4} °% r ` } NEW GRAVEL DRIVE tr _::,,Te - - r: x F a/ nr ��Io41\ i? , f.,,„ "'""ct'"'” = ^ � t1 tir,„pp 4' .' ...t.)m‘ it ''''H"'Vdi,„, C\ 4 7C t NATURALIZED LANDSCAPE OJ' ° {, f `% L %•• -% -� q, '7// - _i%% ,I �Jd 4 GARAGE •.-..„--.--.....,_ ...----_......._....--,--_...... ...-,- r R -.) 04.4v..,.. _.,,,..„?....4.11,...... ..„.,. ... ,.... ......:1„. 4 po Int,. 0^%---_.....---i--_----,._---'":".----,:--- c. Q ° . ` s�f..y._ •- , c... �' — LI Q =,% • �„ �, Ps V. . l ° 1• wq LIMITS OF CLEARING/HAYBALES 0. �a 4 w, ' < ,' c/4 _ :— d 4 EXISTING . t EXISTING �� 4 Q O TOPSOIL TO BE TOPSOIL ° s STORED 1 ° ` Wa FOR FINAL STORED ' ° �� �, U \ GRADING FOR FINAL a � = wr k , w GRADING U p, 0 ° - F 0cn < d ;/,flIl:frfI.LIMITS OF CLEARING/HAYBES ° ,,,t, .4 . r ,„c« �� Az .rle%lVw ' dNEW GRAVEL DRIVE < i/% ` lamt 1C4 1.--,---.-moi /l�4,/,,;•„4.16 t��,t ��rttlx�r;� � �,a 4 ti e'If + �fd 4 a d °°< d d15' °CONNECT DOWNSPOUTS TO ° 4 ° 4 dl < _ l r � �4 .: 1< TYP• 8'DIA.6'DEEP DRYWELL d < � J . lt :° 444 i :*Viii< Q a • '''',-..,-.11°. /.... 'ft.'< rfixt ,t + s, i/ • 4 �,S� • { < 460 \. d ,� ; mss : ,._}, < LIMITS OF CLEARING/HAYBALES PROPOSED ACCESSORY ° # BUILDING- 2400 SQ.FT. 4 W o / / • < ° < d ° LAVATORY TO .1- ° REMAIN ON SITE s FCONSTRUCITT CONSTRUCTION a ° ° • ' d a 4 DUMPSTER TO REMAIN ON dkt` U j ° ° d < SITE FOR STRUC ION OF , 0 Ocn \\\\ // ° 4� v �\ ' fl CLEAN• FILLd ° TO BE n.,,.-.,,,-., r ,Th BUILDER / CONTRACTOR RESPONSIBILITIES V BV VI- TA B D \ GS , \ Go IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS D R AIIU \ G C 0 F- R S T COMPLY ENGINEERING THE DATA ANDLICABLE DRAWINGSQFOR THETS OF METALANY BUI DINGRNING SYSTEMUIDO SG NOTTI AUTHORITIHE ES. EING OF AN AGREEMENT THAT MBMI METAL BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN BASIC BUILDING SIZE: SPAN 40 x LENGTH 60 x EAVE HT.18 /18 PROFESSIONAL FOR A CONSTRUCTION PROJECT. , ROOF COVER: SX COLOR: Old Town Gray GA.: 26 THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS WALL COVER: 7.2N COLOR: Steel Gray GA.: 26 REQUIRED. LINER PANEL: COLOR: GA.: APPROVAL OF MBMI METAL BUILDINGS DRAWINGS AND CALCULATIONS INDICATE THAT MBMI METAL BUILDINGS TRIM COLORS: GTE:Steel Gray JAMB:Steel Gray TRIM COLORS: GUTTER OR EAVE: Steel Gray BASE: Steel Gray CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. TRIM COLORS: CORNER: Steel Gray DOWNSPOUT: Steel Gray (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) LIVE LOAD (ROOF) 30.00 P.S.F. DEAD LOAD(ROOF):2.000 MATERIAL WEIGHT WHERE DISCREPANCIES EXIST BETWEEN MBMI METAL BUILDINGS STRUCTURAL STEEL PLANS AND THE PLANS SNOW LOAD (ROOF): 31.5 P.S.F. SEISMIC ZONE: B FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) WIND LOAD: 120 M.P.H. EXPOSURE: C COLLATERAL LOAD: 1 DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY DESIGN CODE/ED.: IBC 12 MBMI METAL BUILDINGS ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN CUSTOM ER: JARED FIELD MBMI METAL BUILDINGS ENGINEERS UNLESS SPECIFICALLY INDICATED. PO BOX 545 THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH .ADDRESS: MBMI METAL BUILDINGS "FOR CONSTRUCTION" DRAWINGS. SOUTHHOLD, NY 11971 ALL BRACING AS SHOWN AND PROVIDED BY MBMI METAL BUILDINGS FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. PHONE:631 -431 -2884 FAX: TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE PROJECT: JARRED FIELD TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST PECONIC, NY 1 1935 LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, LOCATION: SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY GENERAL NOTES: OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) 1. MATERIALS: MINIMUM YIELD: WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND HOT ROLLED BAR Fy = 50 ksi MIN. COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH STRUCTURAL STEEL SHEET Fy = 50 ksi MIN. GALVALUME STEEL PANELS. EVEN RUN—OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. STRUCTURAL STEEL PLATE Fy = 50 ksi MIN. COLD FORMED SHAPES Fy = 55 ksi MIN. APPROVAL NOTES ROOF AND WALL SHEETING Fy = 80 ksi MIN. 26GA.' THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: ROOF AND WALL SHEETING Fy = 50 ksi MIN. 24GA. A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: BOLTS A307 AND A325 MBMI METAL BUILDINGS RESERVES THE RIGHT TO SUBSTITUTE THE 1) BE MADE IN CONTRASTING INK. • ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2. A325 BOLT TIGHTENING REQUIREMENTS 2) BE LEGIBLE AND UNAMBIGUOUS. ALL HIGH STRENGTH BOLTS ARE A325 UNLESS NOTED OTHERWISE. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE NUT" C) MANUFACTURER RESERVES THE RIGHT TO RE—SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED METHOD IN ACCORDANCE WITH THE LATEST EDITION AISC "SPECIFICATION TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". A325 BOLTS D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT MBMI METAL BUILDINGS HAS CORRECTLY SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS OF THE NUT" METHOD. ALL BOLTED CONNECTIONS, FOR SHEAR / BEARING DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED CONNECTION TYPE WITH BOLT THREADS EXCLUDED FROM THE SHEAR BY MANUFACTURER. PLANE SHALL BE SNUG TIGHT ONLY. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE 3. ALL STRUCTURAL STEEL TO RECEIVE A RUST INHIBITIVE PRIMER. THIS CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS 40: 'A `,PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATEG �. 4. PRE—FORMED CLOSURE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING /' Ir1Mhl ',: �, ct APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER ROOF SHEETS AND AT THE ENDWALLS BETWEEN THE RAKE TRIM AND THE z ;�,jj��l;� DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH N `'� ' 7/' ENDWALL SHEETS. USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO o%O ACCESSORIES MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE ,o 65252 (e' DESCRIPTION DESCRIPTION CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE 6'Op 1 — 19'-0' x 9'-0" FRAMED OPENING CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. A 1 - 12'-0' x 12'-0" FRAMED OPENING NAEEM AKHTER, P.E. A IB M The choice in pre—engineered CONSULTING STRUCTURAL ENGINEER A METAL BUILDINGS metal buildings 1 — 12'—O' x 16'-0" FRAMED OPENING 7834 W 156th STREET CER A 8/ 7/14 FOR CONSTRUCTION JOB NO. OVERLANDPARK,KS 66223 CER A 3/ 3/14 FOR APPROVAL 955 N.W. 17TH AVE. BLDG. H (866) 406-7656 TEL.: 913-685-2015 DELRAY BEACH, FL 33445 www.mbmi.biz 26673 DEL REV. DATE REVISION ♦ Dia= 1/2" O 60'-0" OUT-TO-OUT OF STEEL ® 4 Dia= 5/8" CUU ' 20'-0" , 20'-0" t 20'-0" r •• Dia= 3/4" \ 19'-10" j 19'-8" j 19'-10" r EN- EN \ O —• cD . ' \O ;I- .\ Inn0 O r II an U Eo N N B D4* J W W I- (n 2 LiO_ O (n (V 1— - = = Z\ - W O M O d D I I I I I I an rn rn o N O &2co I I- ND I— I— D O o J o O I 0 D •... "q; `O L 4" B i0 oD N I I N CV cO I N in I am 4 1�4" Fo ' o 2 E .- nI E 4"— 2' -, OF F, \ �\ A F I F2 } = F F = C� oo .�P��p� E Y* .I , I �L 12'-0" I / j 12'-0" 11 / 19fi1� �,1 �I 19'-10" 4' 3'-8 1/2' ff 12'-3" 99 3'-8 1/2"11)/3'-8 1/2;'I 12'-3" 3'-10 1/2" co / ► li'ET� S 1 ANCHOR BOLT / / N _ �1i. B DIMENSIONS ���� 20'-0" / 20'-0" / 20'-0" r To `•.=- 65252 t�,� DIMENSIONS O O ® A'Q OFFS SI ON P' ANCHOR BOLT PLAN NOTE: All Base Plates © 100'-0" (U.N.) la NA JARRED FIELD NAEEM AKHTER, P.E. JARRED FIELD CONSULTING STRUCTURAL ENGINEER METAL BUILDINGS 37470 ROUTE 48 7834 W 156th STREET 955 N.W. 17TH AVE_ PECONIC, NY 11935 OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO REV TEL: 913-685-2015 DELRAY BEACH, FL 33445 8/ 7/14 1 OF 8 TEL.: 800-293-2097 ANCHOR BOLT PLAN JOB NO 26673 • Dia= 3/4" Dia,, 5/8" GENERAL NOTES RIGID FRAME REACTIONS (k ) SW 1. Foundation design and construction © 2 3 • are not the responsibility of 10" MBMI. Dead + Collateral + Snow / 2. The building reaction data reports Dead + Collateral + Snow o 10 1 2 c N the loads which this building I \ • places on the foundation. EC 0 - 3. Anchor bolts shall be accurately N }- - set to a tollerance of +/- 1/8" • 0 0Nin both elevation and location. \ • CO Ny \_ Anchor bolts are to be type A36. ;; 0 In 4. Column base plates are designed 4.7 4.7 N - sure . - oft ceed 1125 toxpounds peraarinsquareeinch. yp 14.3 114.3 k IX- BUILDING BRACING REACTIONS \ , `t / / ± Reactions (k ) PaneLShear Dead + Wind Dead -Wall - Col -Wind- -Seismic - (lb/ft) w w Loc Line Line Horz Vert Horz Vert Wind Seis Wind Wind DETAIL A DETAIL D L_EW 1 63 4 F_SW F 1,2 4.5 3.6 0.3 0.2 4Dia'c 5/8" Dia= 3/4" B W A 3,2 4.5 3.6 0.3 0.2 33 2 8" WindWind 5.2 1.9 \ ~d9.0 14.2 CiD 010" 3 a) 2 1/2" ENDWALL COLUMN REACTIONS(k ) 4 • \ • 6.5 N` MAXIMUM VERTICAL Dead+Winldteral+Snow = -4.6 N 2"1 1 12 8 1/4" MAXIMUM HORIZONTAL Dead+Wind = 3.4 - I - I SW NOTES FOR REACTIONS 4 N Building reactions are based on the following building data: See Plan f Width (ft) 40.0 Li Length (ft) = 60.0 DETAIL B DETAIL E Eave Height (ft) = 18.0/ 18.0 Roof Slope (rise/12) = 2.0/2.0 Dead Load psf) = 2.0 Dia= 5/8" Dia= 1/2" Collateral Load (psf) 1.0 Live Load (psf ) = 30.0 Snow Load (psf) = 31.5 SW Wind Speed (mph) = 120.0 • 2 '7/8" :::°; re = C en = C nWind = 1.00 nSeismic = 1.00 Seismic Zone =oeff (Fa*Ss) = B0.15 Co-(NI 2 ANCHOR BOLT SUMMARY Dia Proj L0 . j 3 . ti Qty Locate (in) Type (in) \ . . I v SW 0 8 Jamb 1/2" A307 2.00 �� l' 24 Endwall 5/8" A307 3.00 �.‘'\f';10/611- :,�._�;, 4 Endwall 3/4" A307 3.00 N 1 1/2" �1�^w'r���,► 16 Frame 3/4" A307 3.00 See Plan ? ,' , / m (I� w , y ,-1 C4 DETAIL C DETAIL F a,o 65252 �,� 90pEs S10NPS' IBMJARRED FIELD NAEEM AKHTER, P.E. JARRED FIELD CONSULTING STRUCTURAL ENGINEER M ETAL BUILDINGSI 37470 ROUTE 48 7834 W 156th STREET 955 N.W. 17TH AVE. PECONIC, NY 11935 OVERLANDPARK,KS 66223 BUILDING H DATE DWG No REV TEL.: 913-685-2015 DELRAY BEACH, FL 33445 8/ 7/14 2 OF 8 TEL.: 800-293-2097 ANCHOR BOLT _DETAILS & REACTIONS JOB NO 26673 TRIM TABLE ROOF PLAN OID MARK DETAIL Q 60'-0" OUT-TO-OUT OF STEEL ® 1 SSRC TRIM_108 MEMBER TABLE 20'-0" O 20'-0" O 20'-0" , ROOF PLAN ,4(4" 10' RK SIZE X ' MP-1 12X25Z14 P-2 12X25Z14 O E-1 E RF1-1 E-2 RF1-1 E-3 P-3 12X25Z14 ,-' \ /A t, E-1 12E12 E-2 12E12 \ / E-3 12E12 \ / CB-4 0.25_CBL \ / o P-1(Tvp) \ P-2(Tvp) // P-3(Typ) o o c.0\ 0/ Q \A G/ O' I----'' \ / I \ / I d- i: \ / I N W D' \ / cr WN Li / \ N / \ / \ / \ / \ / \ — / \ w / \ LJJ / \ / \ o / \ I- / \ <>o / \ I P-1(TYP) \\ P-2(TYP) / / P-3(Typ) o \ / \ / o \ o \ // d- \ / \ / - - \ / \ / N \ / N N I \ / I to Wix x W _ / \ Nv / \ / \ / \ 07 \6>\..2. �- — / \ - �E / / CO ‘-‘1.s "Itc, 4 / \ / \ f4g t4rro� ;11 ;, \ H 7I 1CLJ Z �� Z.;3` 8• E-1 RF1-1 E-2 RF1-1 E-3 aPURLIN 2'-, 3/41' 2'-, 3/41' ROOF �,0 65252 � LAP 2'-1 3/4" 2'-1 3/4" SHEETING GENERAL NOTES: ROOF FRAMING PLAN 1. FOR STANDING SEAM ROOF SEE STANDING SEAM MANUAL, FOR ALL OTHER ROOFS SEE BELOW. JARRED FIELD 2. ATTACH ROOF PANELS TO FRAMING MEMBERS NAEEM AKHTER P.E. IVII JARRED FIELD WITH #12 S.D. SCREWS AS NOTED: 4" 0.C. AT RIDGE CAP & END LAPS, CONSULTING STRUCTURAL ENGINEER METAL BUILDINGS in 37470 ROUTE 48 90PES s%ON P'\' 6" O.C. AT EAVE & PECONIC, NY 11935 12" 0.C. AT ALL OTHER PURLINS (6" O.C. OVER 110 MPH WIND LOAD). 7834 W 156th STREET 955 N.W. 17TH AVE. 3. USE #14 S.D. SCREWS 24" O.C. (MAX.)AT PANEL SIDE LAPS OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO REV (12" O.C. OVER 110 MPH WIND LOAD). DELRAY BEACH, FL 33445 8/ 7/14 3 OF 8 4. USE #14 S.D. SCREWS 12" O.C. AT ROOF TRIM. TEL.: 913-685-2015 5. USE #12 S.D. SCREWS AT RAKE ANGLE TO PURLIN. TEL.: 800-293-2097 ROOF FRAMING JOB NO 26673 TRIM TABLE LINE F & A OID MARK DETAIL 1 BT-101 2 CT-320 TRIM_111 . 3 GU-122 TRIM_104 4 EC122 5 SCB TRIM_103 6 MT116B O1 60'-0" OUT-TO-OUT OF STEEL 4 ® 60'-0" OUT-TO-OUT OF STEEL O 7 JT-303 TRIM_115 8 HT-303 TRIM_116 9 GC-101 20'-0" 0 20'-0" 0 20'-0" 20'-0" c 20'-0" O 20'-0" I / , CLIP TABLE LINE F & A CPI a J2Is # .. Is d2 18 1ID MARK AK400 El 2 CA005 co X / © MEI �� co N / 3 AK200 I N / DH-2 I N / 4 D1 in in N G-6 // Q p G-7 G-8 t G-9 \\ G-10 // G-9 MEMBER TABLE '-- Nir. - — LINE F & A ® N / 3 DH-2 ® © � [ - o \ / MARK SIZE 0 0 N / 0 I \ / DJ-1 8X25C14 I ;n \/ H@2— N �j I N I in @-- \/ DJ-2 8X25C12 00 /N G-6 0 G-7 iO G-8 - - G-9 / NG-10 - G-9 DH-2 8X25C16 ® / N ❑3 I I 13❑ 0a 3❑ / N G-6 8X25Z16 i/ NC), G-7 8X25Z16 o cv o i�/ NC), G-8 8X25Z16 G% \�� r �i G�/ \�� G-9 8X25Z16 / N / \ � G-10 8X25Z16 F, (D a;. / RA1003, RA1503 N X Es ® r RA2000 c// \i CB-1 0.25_CBL T1 CB-2 0.25_CBL H I ElJ CID I j ©U — CLI L., I I �I CB-3 0.25_CBL EC-4 RF1-1 RF1-1 EC-5 EC-7 RF1-1 RF1-1 EC-1 14'-01,, 12'-0" I4'-0"1 4'-O' . 12'-0" 14'-0"l GIRT 1'-1 3/i" 1'-1 3/i" LAPS 1'-1 3/4" 1'-1 3/4" FRONT SIDEWALL FRAMING: LINE F BACK SIDEWALL FRAMING: LINE A Q . 0 Q Q Q Q 0 Cr) (Gutter with 4 downspouts) (Gutter with 4 downspouts) 4°© ©O O© 4)© ©4) .© ❑ I I ❑ El I ❑ 0 6 I I TO > 0 0 0I I O 0 0I 0 BO BO w BO ‘- <>D DO OD DO �P� •rte I I I I I I I I 11 :11!!!!!!) :" �'!�`, � O O O O ter ' .,, FRONT SIDEWALL SHEETING (Sc TRIM: LINE F BACK SIDEWALL SHEETING & TRIM: LINE A Io ~''�� �' ,0 65252 �,�' 9oFES SI ON P� GENERAL NOTES: la IJ4IIgJ1I JARRED FIELD 1. FIELD SLOT FLUSH GIRTS FOR BRACING (IF REQURIED). NAEEM AKHTER, P.E. 2. ATTACH WALL PANELS TO FRAMING MEMBERS WITH #12 CONSULTING STRUCTURAL ENGINEER JARRED FIELD S.D. SCREWS AS NOTED: METAL BUILDINGS = 37470 ROUTE 48 4" O.C. AT BASE & TOP OF PANELS PECONIC, NY 11935 12" O.C. AT ALL OTHER GIRTS (6" O.C. OVER 110 MPH WIND LOAD). 7834 W 156th STREET 955 N.W. 17TH AVE. 3. USE #14 S.D. SCREWS 24" O.C. (MAX.) AT PANEL SIDELAPS OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO REV 4. USE #14 S.D.ER 110 SCREWSMPH 24"0.C.ND TLOAD).RNER TRIM. TEL.: 913-685-2015 DELRAY BEACH, FL 33445 8/ 7/14 4 OF 8 (12" O.C. OVER 110 MPH WIND LOAD). TEL.: 800-293-2097 SIDEWALL ELEVATION JOB NO 26673 BOLT TABLE LINE 1 & 4 O40'-0" OUT—TO—OUT OF STEEL O 0 40'-0" OUT—TO—OUT OF STEEL O LOCATION QUAN TYPE DIA LENGTH ER-1/ER-2 8 A325 1/2" 1 1/2" ER-3/ER-4 4 A325 1/2" 1 1/4" - /12" 8" 1. 9'-10" 19'-0" © 9'-6" 1'-0" 2'� �2" 8" 12'-8" 0 13'-4" © 12'-8" 8" 2'- Columns/Raf 2 A325 1/2" 1 1/4" 12 ` ` ' 12 12 ` 12 TRIM TABLE RA2000 I-- RA20pp Rp1003 RA1003 LINE 1 & 4 ER-1 -- -- ER-2 ER-3 1____ ® ER-4CD OID MARK DETAIL I * m I �r _ _ 01 BT-101 2 CT-320 TRIM_111 _— � Q� _— 3 RT-101 TRIM_105 ` ` } 4 SRECL 1'-11 1/8" r 1'-8 1/8" 5 SPB2 G-1 G-2 G-3 •— G-4 G-5 G-4 6 SRECR z 00 00 0 0 00 00 0 7 MT116C 3'-8 7/8" I I3'-11 7/8" I 8 JT-303 TRIM_115 c1 I 9 HT-303 TRIM_116 E G-1 G-2 G-3 XI ISL G-4 G-5 G-4 _I® O ❑O O OO O ' 2❑ 00 0p2 Q2 CLIP TABLE 0 o I I o I I LINE 1 & 4 MARK • 0o Ln D1 0 • ©, D3 Ji �I D1 �� D1 -I- ❑ D AK400 K200 E G-1 DH-1 ® G-3 ® Bo ®L G-4 o- G-5 G-4 ID 3 Dl I O O 0 0l0 " I12 0I2 OO 01 4 SA005 5 H1 - 4 I oI I - I I MEMBER TABLE I I °' II I I LINE 1 & 4 F- MARK SIZE IEC-5(T1� I I Tt I EC-1 10X25C16 Eg RA1503 —i T j L RA1503• . RA1003 Q J EC-2 10X25C12 LI CD CIJ CD I • ' i❑CD IDJ ID ICO t❑J i❑ EC-3 1054112 EC-1 EC-2 EC-3 EC-4 EC-5 EC-6 EC-6 EC-7 EC-5 10X25C16 EC-6 10X25C12 ENDWALL FRAMING: LINE 4 EC-7 10X25C16 ER-1 W8541 ENDWALL FRAMING: LINE 1 ER-2 W8541 ER-3 10X25C12 ER-4 10X25C12 H-1 10X25C16 9 \6J l�J l�J 9 O lel 9 DG-1 10X25Z16 11 1T' 11 1' 1' 11' 1T' 0-2 10X25216 G-3 10X25Z16 O O5 G-4 10X25Z16 0 O = O G-5 10X25216 101000000000,000000000000 uummummullimmi _ r- _ I I m I N N I N - - - Z:1- N T N \ \ \ IV \ N N O 1 I O N N \ \ p I N O N I to O O T I I p N N N N O I I T O O N r I I W m I I r N O O N N. I I O N N O I I ^ N O oID m ( O I CD 010 010 rn N N rn am pp oD Co OI V .0IO I �@ ,� NE r'I - — may _; :-•��9� I I I I I I !,,,4�s' �ia�:- . rlilAl i';',, W O O OZ µl.� jt (?� g ¢ - c? ;� ,0 65252 k,;' 90FFS SII ON PS' ENDWALL SHEETING & TRIM: LINE 1 ENDWALL SHEETING & TRIM: LINE 4 NOTE: PANELS ARE USED TO PROVIDE BRACING JARRED FIELD FOR THE STRUCTURE BY DIAPHRAGM ACTION. NAEEM AKHTER, P.E. lag IVI I JARRED FIELD GENERAL NOTES: REMOVING OR MODIFYING PANELS PROVIDED BY CONSULTING STRUCTURAL ENGINEER METAL BUILDINGS 37470 ROUTE 48 1. USE BACK-UP PLATE (AK504) FOR BRACING (IF REQUIRED) THE MANUFACTURER AS SHOWN ON ERECTION AT COLD FORMED FRAMING MEMBERS DRAWINGS MAY ADVERSELY AFFECT THE STRUCTURAL 7834 W 156th STREET 955 N.W. 17TH AVE. PECONIC, NY 11935 2. FIELD CUT ENDWALL PANELS AT ROOF PITCH FOR SLOPES INTEGRITY OF THE BUILDING. THE OWNER SHOULD OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO REV GREATER THAN 1:12. CONSULT THE BUILDING MANUFACTURER OR A DELRAY BEACH, FL 33445 8/ 7/14 5 OF 8 3. SEE SIDEWALL DRAWING FOR ADDITIONAL NOTES & SCREW PROFESSIONAL ENGINEER BEFORE UNDERTAKING TEL.: 913-685-2015 PATTERNS. ANY MODIFICATIONS. TEL.: 800-293-2097 ENDWALL ELEVATION JOB NO 26673 SPLICE PLATE & BOLT TABLE MEMBER TABLE Web Depth Web Plate Outside Flange Inside Flange • Mark TopQtBot Int Type Dia Length Width Thick Length Mark Start/End Thick Length W x Thk x Length W x Thk x Length RF1-1 8.5/19.2 0.135 171.1 5 x 3/16" x 204.4 5 x 1/4" x 183.9 SP-1 4 4 0 A325 0.625 2.00 6" 1/2" 2'-3 1/4" 19.2/20.0 0.164 36.0 6 x 3/16" x 24.8 SR-2 4 4 0 A325 0.625 2.00 6" 1/2" 1'-6 7/8" RF1-2 20.0/16.4 0.164 97.0 5 x 3/16" x 91.0 5 x 1/4" x 103.0 16.4/12.0 0.135 120.0 5 x 1/4" x 126.0 5 x 3/16" x 112.0 \/FLANGE BRACES: (1) One Side; (2) Two Sides FBxxA(1): xx=length(in) A — L2X2X14 1'-0" 1'-00 4 ® 4,_g 13 16" 6A 1) —FB30_A(1� I o FB30. 0 4 ® 4'-9 13 16" _-- Fg3�(1) _ _ — =�— FB3 �1) ---- S _ _ _ r _ii_ 7 _ - - - 2.. /1-2" FB34A(1) _ - - - II7 -- - - FB34A 1 12 -- 7-- --- I , _ _ _ . .N . __ _ _ . ... 3 ._ !n Ii R0-2RF-1-2 a Illry c —a \ -s— 11— Eo o a in O) v ,m>`� <m t ioo I too I o `r' r c `n oED- 1 N2 1 Co i0 I a0i Co ‹. -0 Im — I 4 H a- � 2 2 2' H I a I a in N to —0 r I I F., r I I 8 1/4' . 1. j,1'-8 7/16" 35'-2 5/8" 1'-8 7/16"J k ,8 1/4" Clearance 77..„..„......... 40'-0" OUT—TO—OUT OF STEEL P-(S . y 0 RIGID FRAME ELEVATION: FRAME LINE 2 3 0 0) , 'Pf. 1. ' �11,,r a,m,; � a it- GENERAL NOTES: JARRED FIELD ;/ .�>�,• ? .ill NAEEM AKHTER P.E. I'dlIl1 ° CONSULTING STRUCTURAL ENGINEER JARRED FIELD ,0 65252 �� CO1. ALLCFIIELD CONNECTIONS OFON NOTES FOR THE IPIRIMARYD MFRAMING MEMBERS SHALL BE BOLTED. METAL BUILDINGS = 37470 ROUTE 48 9OFESSIONP�' WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 7834 W 156th STREET 955 N.W. 17TH AVE. PECONIC, NY 11935 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO R A307 MACHINE BOLTS. TEL.: 913-685-2015 1.3 OF AWS D 1.1. DELRAY BEACH, FL 33445 8/ 7/14 6 OF 8 3. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. TEL.: 800-293-2097 RIGID FRAME ELEVATION JOB NO 26673 END OF BUILDING 1/2" x 1 1/4" END OF BUILDING . y /4" A307 BOLTS 1/4' RAKE ANGLE ENDWALL RAFTER TEK 2 SCREW PURUN TEK2 SCREW PURLIN , ENDWALL RAFTER BUILDING [ 0 Iiiimmo LINE lillrillill° ENDWALL Ill - RAFTER ENDWALL RAFTER I' SEE ENDWALL 1/2" x 1 1/4" DRAWING FOR BOLTS .I, A307 BOLTS ENDWALL COLUMN ENDWALL ENDWALL COLUMN RAFTER .' SEE ENDWALL (TWO COLUMNS SHOWN, NOTE: RAKE ANGLE ON BOTTOM OF PURLIN NOTE: RAKE ANGLE ON BOTTOM OF PURLINDRAWING FOR BOLTS ONE MAY BE USED) AT OPEN WALL OR OVERHANG. AT OPEN WALL OR OVERHANG. ENDWALL COLUMN �' SEE ENDWALL A5 SECTION THRU ENDWALL RAFTER B4 ENDWALL RAFTER TO COLUMN DRAWING FOR BOLTS 0SECTION THRU ENDWALL RAFTER B6 ENDWALL RAFTER TO COLUMN B8 ENDWALL RAFTER TO COLUMN ENDWALL COLUMN ,c OF N 1/2" x 1 1/4" CORNER COLUMN CORNER COLUMN Q' / 1/2" FIN HD BOLTS A307 BOLTS 1/2" x 1 1/4" JAMB "P \\ 1/2" AFIN BOLTS A307 BOLTStc,--•C.j ; 1/2" X 1 1/4" PLATEOECTION / — CLIP PLATECONNECTION 4,34,4%. = W ii �/ ,A307 BOLTSDOOR JAMBIli I 1/2" x 1T —T t ` iift rpt # T., II I � 0 0ill 01 t111�Q-•T �� t o o f I I I O FIN. HD. BOLTS ro :_.. /^_ (; to IIIof to I I III Io o II o '.\ 665252 LI IJ L 0 0 O /J _� I J Ill 4 -0FES S I ONP- CLIP CONNECTION BASE CLIP ENDWALL GIRTS WALL GIRT SIDEWALL GIRT PLATE ENDWALL ENDWALL GIRT SIDEWALL GIRT GIRT PLAN ELEVATION ENDWALL COLUMN TO WALL GIRT 4110 GIRT TO DOOR JAMB ail CORNER COLUMN TO WALL GIRT al, CORNER COLUMN TO WALL GIRT . BASE PLATE FOR DOOR JAMB 1/2" X 1 1/4" A307 BOLTS 1/2 x 1 1/4 SAVE STRUT RAKE A325 BOLTS ANGLE COLUMN TEK2 SCREW ENDWALL PURLIN .._••_. RAFTER ENDWALL /21,1U 4 RAFTER �I O O ' ,/ ��'/ FLANGE BRACE E UN. NTD.) • 0 0111111Th 0 0 - - _ � .� SEE CROSS SECTION ________ %�\ ����� gi ,_ VIII_ o o Q, RAFTER 0 p CONNECTION PLATEIli L_°_. I p� RACE GIRT COLUMN, Tr(ONEE UN. NTD.) SEE ENDWALL DRAWING IF PRESENT SEE CROSS SECTION ENDWALL RAFTER FOR BOLT DIA. AND TYPE. 1/2" x 1 1/4" SEE ENDWALL DRAWING A307 BOLTS NOTE: RAKE ANGLE ON BOTTOM OF EAVE STRUT FOR BOLT DIA AND TYPE. AT OPEN WALL OR OVERHANG. ® ENDWALL RAFTER PEAK CONNECTION I RAFTER SPLICE G2 PURLIN TO INTERIOR FRAME RAFTER H2 GIRT TO COLUMN AT SURFACE CHANGE 0 EAVE STRUT TO ENDWALL RAFTER JARRED FIELD ' NAEEM AKHTER, P.E. EMI JARRED FIELD CONSULTING STRUCTURAL ENGINEER METAL BUILDINGS 37470 ROUTE 48 7834 W 156th STREET 955 N.W. 17TH AVE. PECONIC, NY 11935 OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO REV TEL.: 913-685-2015 DELRAY BEACH, FL 33445 8/ 7/14 7 OF 8 TEL.: 800-293-2097 DETAIL DRAWINGS JOB No 26673 1 ' 1/2" x 1 1/4" RAKE EAVE STRUT A325 BOLTS ANGLE TEK2 SGREW EAVE STRUT EAVE STRUT 1/2" FIN HD BOLTS DOOR JAMB 111=111111411. IIMINIIIIIIIIII 1/2" A307 BOLTS II111 MI isimin CLIP PLATE 1 t TEK2 IF REQ'D. L° F�REQ'D. DOOR JAMB I SCREWS ...e,„„1 I _ _ (TMP) .I - 1_- °� I��� CONNECTION PLATE 1rit FRAME � COLUMN 1/2" x 1 1/4" ENDWALL RAFTER A325 BOLTS CLIP DOOR JAMB DOOR HEADER NOTE: RAKE ANGLE ON BOTTOM OF EAVE STRUT EXTENSION OF WALL GIRT SECTION ELEVATION AT OPEN WALL OR OVERHANG. TOP RANGE 1/2" x 1 1/4" A307 BOLTS TO JAMB SECTION ELEVATION SECTION ELEVATION 1/2" x 1" FIN. HD. BOLTS TO HEADER 0 EAVE STRUT TO ENDWALL RAFTER ® EAVE STRUT TO RIGID FRAME ® WALL GIRT TO DOOR JAMB 0 DOOR JAMB TO EAVE STRUT ® DOOR HEADER TO DOOR JAMB GUTTER ORTRIM CLOSURE AT ROOF PANEL RAKE TRIM INSIDE CLOSURE W/ 4:12 AND ABOVE EAVE TRIM SEALANT EACH SIDE ROOF PITCH ROOF PANEL I ROOF PANEL BRACE GRIP BASE ANGLE � `-jam WALL PANEL -- RAKE TRIM _ COLUMN OR RAFTER WEB �� 2,_0„ O�P 1 COUNTER FLASH HILLSIDE • CABLE `, WASHER BASE TRIM • ���f GUTTER f, FLAT CONCRETE —� ���� WASHER BY OTHERS, MUST BE ADEQUATE FOUNDATION EYEBOLT ���, ll I RAKE ANGLE PURLIN TO SAFELY RESIST THE LOADS WALL PANEL EAVE STRUT OUTSIDE CLOSURE W/ IN THE REACTION REPORT. SLOT IN WEB TO INSERT NUT POP RIVETS SEALANT EACH SIDE HILLSIDE WASHER (LESS THAN 4:12 ROOF PITCH) AND EYEBOLT CORNER BOX WALL PANEL CORNER TRIM WALL PANEL Q2 DIAGONAL CABLE, EYEBOLT END 411 WALL PANEL BASE DETAIL CORNER BOX DETAIL TRIM 103 EAVE GUTTER DETAIL TRIM 104 RAKE TRIM DETAIL TRIM 105 JAMB ROOF PANEL RIDGE CAP -WALL PANEL CORNER TRIM i HEADER 5\'(-----\ TWO RUNS COVER TRIM SEALANT WALL PANEL I (OPTIONAL) ISNSIDE LEALANT EACH SIDE 7.- ,�(,®� NE-4#> �� OF RIB & STEEL LINE I y' �PURLIN WALLPANEL f► • (TYP. UNLESS NOTEDFIELD CUTHEAD TRIM �� �' 1 ON DRAWINGS) `r 1?� 4 f'IYpal J1 COVER TRIM y i 51 JAMB TRIM f�' 8 / (OPTIONAL) N try!,, -- 1-, O� 65252 e •` RIDGE CAP DETAIL TRIM 108 OUTSIDE CORNER TRIM DETAIL TRIMJAMB TRIM DETAIL _111 ITRIMHEAD TRIM DETAIL_115 TRIM 116 s. Pes sl0- IBM JARRED FIELD NAEEM AKHTER, P.E. JARRED FIELD CONSULTING STRUCTURAL ENGINEER METAL BUILDINGS 37470 ROUTE 48 7834 W 156th STREET 955 N.W. 17TH AVE. PECONIC, NY 11935 OVERLANDPARK,KS 66223 BUILDING H DATE DWG NO REV TEL.: 913-685-2015 DELRAY BEACH, FL 33445 8/ 7/14 8 OF 8 TEL.: 800-293-2097 DETAIL DRAWINGS JOB NO 26673 S lJ C E Y ®i ?X11 b •' ? b1i1 E Y SITUATE PECONIC ° TOWN Or SOU-HOLD ° d \y \��l SUFFOLK COUNTY, NEW YORK ° ,�o •�° - °y .R0 S .C . TAX No. 1 000® 6904® 1 0 . ,,..5.9 4 ° ° °('� 0 ° F`���Ara \����, SCALE 1 "=40' 0 �g1 ° ° \ OCTOBER 26,8 01U4SBTAKE6PROPOOSO 8� ED BUILDING 9�' a �` ��� �J DECEMBER 9, 2015 FOUNDATION LOCATION ° ° _ ,Ip 7-00000, 1° N' . J'`\ oR ";)\f STo°o�o°4\ \ eP�� O3 : ° ° AREA = 86,578 sq. ft. �� °° d° 9�'F yo�o°A �, 2s ee�P�� �ti9/ 1 .9887 a c. / 4n QPr / c y'� 2 °i°o °. °,„ti ° m .. 6 / �`,<°R�`�F '° rye. I-�O<, c., \ <- 2 ,, o�\�/ ° w°a°Cu �o•.ti,o� CERTIFIED TO: 'tij�° e��/ Re - 0 JARRED FIELD °°0� ��/ WOOD c�Re Q1,p14, ,bi "flo o FLAGSTAR BANK „Co / 90F� s,v. Tse° �o SAFE HARBOR TITLE AGENCY, LTD. .2 o� / 9F�, oti FycFyoF FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK ° e / .4, v° °• J. *-5/ 2y \`''' \;\/ o• o ° G 16 o / O \\ F�c GD F 0,<, °° / / ��9\\ / sc9. \ Sd,- \ L5‘, \ o,_, \ c.5 \ �f \ 4-_,..,. � \ a •0 , o `1�� \\ ��'�o� ILI �I MAY 2 7 2015 i Li, \ �pJCOP \ FO \ \ 00 v .,0\ .o\o °\ • \ . \ / \ \ z z \ vo \A°� o 14o�`, �I PREPARED IN ACCORDANCE WITH THE MINIMUM I, \ \ �]� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / TED b��\\ s�$ FFY ORTHE SUCHI.A.L.S.USE BYNTTHEPNEWVED YORKNSTAAE LAND / TITLE ASSOCIATION. \ 4, • ,O 09 X00 °,c �4., S .off 4-,o N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY ISA VIOLATION OF ■ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. lsaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 q� 33-0 8A J 6 JAME'S J. DEERKOSKI, P.E. Q E iw a.s a i ,EJ a D ° 1 DATE�� /-�� EiP•,T 260 DEER DRIVE r -- -- �. _- MATTITUCK, NY 11952 o °p a ° FES L 'S. _ e._ 1'Y:.- ./. - . LAND NOW OR FORMERLY �I,.,�NT /!T PHONE 631.774.7355 765-1802 8 AM TO .; FM FOR THE EMAIL JAMESDEERKOSKI@YAHOO.COM D OF STEVEN ROMEO rcLLc�':'1 ;G l src� \;, ° a & NANCY A. ROMEO 1GU'. r,T ION - •T•,,,,-O REQUIRED o ° FOR FOUR D CONCRETE SEAL: p ° Cl 40° 12'20" E 2. ROU`H - FR^,MI 1G �< FLUM BiNG ° D a 347.61 ' : INSULATION A-TCGi f RC1 SUP! MUST N r: - .. p - -- ALL CONSTRUCTION SH:Y.L MELT THR 1. `+ .Th t REQUIREMENTS r E c F !r-V ° � �, �, "" :� R EtJT� 0�TNi_CUDE�0, �<�G. ,• Iii., y ,, r D �` ..'" „.. �+fi, i �'�'M .f` ,aY... W 1 - p•o ,� m,,. S �� ;: $: � STATE. '' 'I'''''-'` '•t F •r rs a t r r +r1 <G •at. N� - ,�,,. � YORK YY . . • „ •,• �.,. •• "'�, • . . ' ., �� 3. v� � • ��''° s•. n a�. s,, K NOT RE �. . ,. _I ,_ �.�/1�..:.ti7�� , ,�.. r it. NRESPONSIBLE FOR t,, b: `'�� S f DESIGN 7 `_� ,,,t � �. ♦•.,� *4.410114,•,= � �' i` °�"g C0111STR�JCTIGhI ERRORS, C.,f��:�•... 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NI \\ , : 4‘k a . ' SOW \\ a \ \ ' ‘,1% ,, ,y , f 1 0 i., .4 1. tt, i (..) ,017 D ON,V 1 it:1c It �,1 \ 0 •iIf ( p, N ,( 4: V ---.‘''i,, ,,.".I ,I.,:!, Ct �� I° d «a ��', i r alt b�IFr } a� a �{ ' ; ,1(� S�IV>3hdH/rJIQRId31O JO S LIL1iI I - : fp 1 1,v. 3,,,,, ir O I \1 a ` r 0 P-1 S�IdERdH/ONRIVTIO JO SIINT'I yM* OCI V 4 t ° Q 1 � ?1,: •a a,. ,,•*Ali, ,„,,Ott) It.4 Z ' rr (4 . t"- \ tift‘ * x 1 . t *1 . . A,. „ :0 , -,11 , a t \ \\,,„ 0% it,\ '''IN',' A ‘, % ', , Z '4' op = : , , Z 1 ,,,,,,,k4 ,_ V. 1 ,,, A ,, , 44, I ) , ••--1 gip . U t ° ° Cii ' m\ f- ' Ak . . ° O �e,,. t..,:dry 'fr w. 0 ° DPROJECT #: 131105 a E EXISTING ACCESS ROAD TO REMAIN DATE: 09.17.2014 ° W N d p a � N y DRAWN BY: MW o d D I_____ _- . .w pa1 CHECKED BY: JD p _. D - a -- -- REVISIONS: sl V N 39°58'50" W D a ° , 349.33, ISSUED FOR I a ° . CONSTRUCTION: ° D I LAND NOW OR FORMERLY SCALE: 1 �� - 2 0 ' OF JOHN B. SEPENOSKI GENERAL NOTES: ° D Q o a 1. ALL CONTRACTORS SHALL D ° GUARANTEE THAT ALL COMPONENTS, p a D MATERIALS AND INSTALLATION ° I METHODS AS SELECTED BY THE o ° CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED SEQUENCE OF PROJECT: STORM WATER DRYWELL SITE DATA: CONS NEER UCTIIONIORTO REQUIREMENTS SCTM # 1000-69-04-10. 1 1. SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEED. INSTALL BERMS, HAYBALES&SILT FENCING AS REQUIRED. RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES,CABLES&PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-35 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS QUANTITY: SIZE DRYWELL: ROOF AREA: 2" RAIN PER HOUR: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: of NF TOO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED&RESEED OR REPLANT AS SOON AS PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE ♦(E w� JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP LINE OF TREES TO S 1• DEFT 01 3 PREVENT INJURY TO THE ROOT SYSTEM, IFA PERMANENT DRIVE CANNOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPORARY GRAVEL DRIVEWAY SHOULD BE INSTALLED 2 8' DIA., 6' DEEP(253,5 CU- FT-) 2,400 SQ, FT- 401 SQ, FT. PROPERTY: 86,578 SQ-FT- 1.98 ACRESa - jr0 /- WHERE VEHICLES ENTER THE JOBSITE. 2. POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO REMAIN ON SITE DURING ENTIRE LENGTH OF THE PROJECT. k ,� Ld ESTIMATED AREA OF GROUND 'Y' w:t l `'� 14,582.9 SQ. FT. Z c_=#:,r 1 DISTURBANCE: U' -.'''" 3. SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIRONMENTAL QUALITY ��A,°- 0 a OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. EXISTING HOUSE: 678.1 SQ. FT. .8% - - 'FOF�Sgj�7N�`�' ANY DIGGING WITHIN 24 INCHES OF UTILITY MUST BE DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. PROTECT GRASS,TREES&OTHER PLANTS WHENEVER POSSIBLE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCHMARK PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOLES TO ALLOW ADEQUATE ROOM FOR A WELL EXISTING PORCH/DECK: 182.4 SQ. FT. .2% - - DRAINING BACK FILL&PROVIDE ROOM FOR ALL WORK. I A.) IF THE DEPTH OF THE EXCAVATION IS SIX FEET OR LESS, OVER DIG BY THREE TO FOUR FEET. SHEET # B.) IF THE DEPTH OF EXCAVATION IS DEEPER THAN SEVEN FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45°ANGLE ABOVE FOUR FEET OR INSTALL SHORING. EXISTING GARAGE: 432.0 SQ. FT. .5% - - HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE, USUALLY A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). C.) AN UNSHORED VERTICAL CUT SHOULD NOT EXCEED FIVE FEET ON A SLOPED SITE. PROPOSED ACCESSORY 2,400 SQ. FT. 2.8% 300 CU.YD. 200 CU.YD. • ® f BUILDING: 4. STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS(&SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS&DOWNSPOUTS TO BE INSTALLED AT SUCH TIME AS THE ROOF HAS BEEN COMPLETED. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER, GAS, ETC.)TO BE INSTALLED. PROPOSED DRYWELLS: (2)8' DIAMETER - 24 CU.YD. 8 CU.YD. 5. PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER(WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED TOTALS: 3,692.5 SQ.FT. 4.3% 324 CU.YD. 208 CU.YD. AREA. © 2014, Wisdom Architecture 60'-0" / 4'-0" 15'-1O" 4'-O" 16'-O" 4'-0" 15'-10" 4'-0" I' I' 'I f f f 1' f r — — — 1 --4 I I I I I I I I Rr I 1 O 1 1 :: 1 1 1 ® 1 9 I 1 - \ zirI 1 1 - - - -- -f I- 4 I- I I `� 71 \-- L — — — �t L — — — J L _ _ _ J LT _ _ _ J _\ 14'-O" 15'-1O" j, 4'-0" 16'-O" i 4'-0" j, 15'-10" Jr/ 4'-Q„X I - I I En '-'n 1 CoI I ao \-- r — — — --'t Oo I Co I I I O I I O I v I I d I \__ L — ._ _ .i -.— 'N-- r� — — — -1 —'t I _ I I I o 1 E I o I I I v- ALT — — — -1 --NW I 04 1 I I _ I 1.PERIMETER FOOTING SHALL BE:8"WIDE 3'BELOW GRADE,CONTINUOUS - O I CONCRtit FOOTING EXCEPT AT COLUMN LOCATIONS. Q Q 0 I `- ' ,i' <— I 2.COLUMN FOOTINGS SHALL BE 4'X4'X,3'BELOW GRADE(MATCH WALL I a..O NI- FOOTING).VERIFY LOCATIONS OF COLUMNS PRIOR TO CONSTRUCTION. I „.....„,„ 441 I 3.REINFORCE ALL CONCRETE STRUCTURE WITH (4) #4 REBAR CONTINUOUS I amid TH 6"X6"GRID UNDER FOOTING POINTS.CORNER FOOTING POINTS V WI TO HAVE #5 VERTICLE REBAR WITH#4 STIRRUPS EVERY 6" IN HEIGHT. I 4.4"CONC.SLAB,REINFORCED w/6X6 10/10 WMM OVER GIRAVEL BASE ON — — — 1 —� I COMPACTED SOIL _ ( I W I o I -I o Zit' RI- r / C:::I 111 '1 I I - 4 - - - J --\ >11 0 1 a I p I W I I I g 0 A 1.4 Eo I E. w 1W 44 d, 4'-0" I�, 15'-63/4" # 3'401/2 # 4'-O" 8'-3" , 4'-O" # 3'401/2" # 3'-1 O'/z" 8'-3" 3'-8'/z" I 4'-0" '1 1 1 (....) L..) o I 19 1 1 :: I I I :• I I - I - o 1 0 I I1 I I In n I I ria- .. L — — — J � L _ _ _ I I i\ 4'-0" 15'-6314" 3'-1O'/z" j, 4'-O" 1 8'-3" I, 4'-0" 1 3'-9" I 4'-0" 1 8'-3" i 4'-O" i 3'-8W' i \ / 60'-O" / FOUNDATION PLAN STEEL BUILDING AS DESIGNED : BY OTHERS (VI F) DRAWN BY: - 1.PERIMETER FOOTING SHALL BE:8"WIDE 3' BELOW GRADE,CONTINUOUS CONCRETE FOOTING EXCEPT AT COLUMN LOCATIONS. 9/i G/^f01 4 2.COLUMN FOOTINGS SHALL BE 4'X4'X,3' BELOW GRADE (MATCH WALL - 1 V G 1 FOOTING).VERIFY LOCATIONS OF COLUMNS PRIOR TO CONSTRUCTION. .REINFORCE ALL CONCRETE STRUCTURE WITH (4)#4 REBAR CONTINUOUS SCALE: SEE PLAN 4"CONC.SLAB, REINFORCED w/ WITH 6"X6"GRID UNDER FOOTING POINTS.CORNER FOOTING POINTS - ��r NEW 6X6 10/10 WMM OVER GRAVEL TO HAVE #5 VERTICLE REBAR WITH#4 STIRRUPS EVERY 6" IN HEIGHT. `.� pEEN .Wr I -Li' I 1'�" BASE ON CO1MPA�i ED SOIL - -. • " " " `• "_ ,_a - Q Y/iir' ti,if 'O. ilE ll l — �__ 1— 1 1- 1L ll'_ L� 11 ll _11F_.L_ I I I—I, I _L —I" �•a J ( . 4 1L_, iT 1; -E NI. 1-'0.�h1-r=i it- - 11_11 - N i!_ -a = i_ i ,' 'Ili=-i i r ll_11 _11 _I 1-J 1=11=-11. 7.1 i .i l',-i H-11 f E1�ll 1T;11`TII1�,11 -(1 I LTi. l 1 • - 11' _ 1; *J i , . ' v SHEET N Q. • 2 • —� ��'ROFES \d41 � r CROSS SECTION ,