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BP-69555RESiRENTiAI _ ❑ Phased Approval (R106.3.3) $25.00 APPLICATION FEE IS NON BE-F"DA—P 76 & NON -TRANSFERABLE --- DATE,RECEIVED O�TM.� DARTMOUTH BUILDING DEPARTMENT X, 400 Slocum Road fi b Dartmouth, MA 02747 \o to }} i 9 Phone: 508-910-1820 Fax: 508-910-1838 _ www.town. da rtmouth. ma. us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR OFFICIAL USE ONLY RECEIVED BY: BUILDING PERMIT NUMBER: DATE ISSUED: V6c,7z 3 SIGNATURE: DATE: APR 2 4 2013 Building Commissioner/Inspector of Buildings Zoning District: Proposed Use: Zone: l!f< 0 B ❑ A ❑ V Aquifer Zone:` THE FOLLOWING AGE I IED: '!Cons, ❑ Board of oard of Demo ❑DPW ❑ Elec. ❑Energy Report Appeals Health mission Affidavit Card Sent: Cut Off Follow-up' ❑ Fire 0 Gas ng ❑ Sewer Card ❑ Water Card ❑ Zoning 015ther Chief Cut Off oard Cut Off Cut Off f *REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT. DEPARTMENTAL APPROVAL oard of Health: Signature: ��%�(�. Date: —W/03 Conservation Commission: Signature: Date: Other: Signature: Date: Signature: Date: Signature: Date: Brief description of work being performed: SECTION 1 SITE INFORMATION 1.1 Property Address:./ /2) ' Y, :,P 1.2 Assessors Map & Lot Number: Lot Area (sf.) 2SQ, 66n Frontage Map Lot - Z - Required Provided 40, Front Yard 1.3 Historical District ❑ Yes tiKo Side Yard '/S6 Rear Yard p ` Year Built Altering more than 25% per side of building 1.4 Water Supply (MGL o4O s54): 1.5 Sewage Disposal System: Has application been submitted to the Historic Commission? ❑ Municipal /12 Private Well ❑ Municipal 0o'b'n Site Disposal System 0 Yes ❑ No Date: Revised 10/11 ❑ CONSTRUCTION PLANS ❑ SITE PLAN ❑ ENERGY REPORT RESIDENTIAL - i SECTION 2 - P! (3PERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner Record: F �d1svcame (punt) act Address Phone Number 2.2 Authorized Agent: Name (print) Contact dres&tMod �1 wi Phone Number SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor/Specialty License: License Number: Company Name/Contractor Name: Address: C, 1 r f I6 092,0121 Expiration Date: Si nature- Telephone:49 3.2 Homeowner Exemption - One Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this'section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: I SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL c 152 G 251 Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: Comes ❑ No SECTION 5 - DESCRIPTION OF PROPOSED WORK (Check all applicable) I: ❑ Deck ❑ Pool ❑ Repairs ❑.Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove "❑ New Construction* ❑ Accessory Bldg. ❑ Roofing/Siding 05ther (Energy report required) (Shed/Garage) (Specify below) C1 Addition ❑ Replacement window/door r ❑ Demolition (Energy report required) No. of windows Doors • 15 " (Specify below) *if new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided 0 Hot Water: Gas Electric Fuel Oil Other SECTION 6 - ESTIMATED CONSTRUCTION COST 1. Building Item Estimated Cost ($) to be completed by permit applicant 2. Electrical 3. Plumbing_ 4. Mechanical (HVAC) 5. Total = (1 + 2 + 3 + 4) SECTION 7A - OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building permit) (Please Print) �ej u r'S as Owner of the subject property hereby authorize to act on.my behalf, in all matters relative to work authorized by this building permit application. Stag ature of O ner Date SECTION 7B - OWNERtAUTHORIZED AGENT DECLARATION as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. " Signed under the pains and penalties of perjury. [/ " �r/6-13 Sign a of OWner/AuthorizecyAgent Date SECTION S - OFFICEIINSPECTOR'S NOTES Less Application Fee: $25.00 Remaining Balance: $�3 " Total Permit Fee: $ _ 99 Other $ Amount $ Gross Area - New Construction total sq. ft. Gross Area - Alteration total sq. ft. i Permit Issued to: .— SECTION 9 - ADDITIONAL COMMENTS/SKETCHES E-'CEI V D 12 1! YKU -U L+'LEVATION YV' SCALE: 4"=11_011 Circle UB Barn Co. Equine Facility Specialists- 489 Neck Road Lancaster, Massachusetts 01523 tel. (978) 3684" fax (978)369-9130 www.circleb.net -HE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLYAND ISSUMES THAT THE FOUNDATION FOOTING FEARING SURFACE tS UNDISTURBED, OR 'ROPERLY COMPACTED, NO&ORGANIC SOIL WT l MINIMUM BEARING ALLOWABLEOF3DOO PSF MD THAT ALL CONSTRUCTION WILL BE 'ERFORMED BY QUALIFIED CRAFTSMEN IN ,CCORDANCE WITH THE Bth EDITION OF IASSACHUSETTS BULDING CODE ON SITE 'ERIFICATION OF CONSTRUCTION S REQUIRED Y THE ENGINEER OF RECORD OR QUALIFIED GENT DURING DEMOLITION AND CONSTRUCTIO 0 VERIFY ASSUMPTIONS ARE ODRRECTAND HAT CONSTRUCTION IS PROPERLY PERFORMEC IS THE CONTRACTOR'S OR OWNERSS ESPONSIBILTTY TO ASSURETHAT TIMELY OTIFICATION OF THE PROJECT PROGRESS S ROWDED SO THAT ADEQUATE ON SITE ENGINEE RESENCE IS OBTAINED, 1111111111 Z O N w W 0: Tcg'i I I I PROPRIETARY NOTICE: THIS DRAWING SHEET ANDCONTENTS HEREIN ARE THE PROPERTY OF CIRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORCIRCLEB SHALL BE CAUSE FOR LEGAL RECOURSE BY CIRCLES BARN 00INC. • rl po CZ FLOOR PLAN DATE: 1 of 12 GHT ELEVATION SCALE: 4" = i t-O" Circle Barn Co. - Equine Facility Specialists - 489 Neck Road Lancaster, Massachusetts 01523 tel. (978) 36"400 fax (978)368-9130 www.circleb.net IGINEER DISCLAW : IE ENGINEER'S STAMP ON THIS DRAWING JALIFIES THE STRUCTURAL DESIGN ONLYAND ;SLIMES THAT THE FOUNDATION FOOTING TARING SURFACE IS UNDISTURBED, OR tOPERLY COMPACTED, NON -ORGANIC SOIL WT MINIMUM BEARING ALLOWABLE OF 3D00 PSF VD THAT ALL CONSTRUCTION WILL BE :RFORMED BY QUALIFIED CRAFTSMEN IN XORDANCE WITH THE 8th EDITION OF ASSACHUSETTS BUILDING CODE ON SITE ERIFICATION OF CONSTRUCTION IS REWIRED Y THE ENGINEER OF RECORD OR QUALIFIED SENT DURING DEMOLITION AND CONSTRUCTK D VERIFY ASSUMPTIONS ARE CORRECTAND HAT CONSTRUCTION IS PROPERLY PERFORME IS THE CONTRACTOR'S OR OWNERS'S ESPONSIBILITY TO ASSURETHATTIMELY OTIFICATION OF THE PROJECT PROGRESS IS ROVIDED SO THAT ADEQUATE ON SITE ENGINE RESENCE IS OBTAfNED. w W lY H- 0 PROPRIETARY NOTICE: THIS DRAWING SHEET ANDCONTENTS HEREIN ARE THE PROPERTY OF CIRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORCIRCLEB SHALL BE CAUSE FOR LEGAL RECOURSE �I U Fri V 1 DUPT- FLOOR PLAN Da. X-X 2of12 'A 1 /�N L FT ELEVATION 3 34-0 SCALE: 4"-1'-0" Circle UB Barn Co. - Equine Facility Specialists - 489 Keck Road Lancaster, Massachusettso1523 tel. (978) 368-8490 fax (978)368-9130 www.eireleb.net E ENGINEERS STAMP ON THIS DRAWING ALIFIES THE STRUCTURAL DESIGN ONLYAND SUMES THAT THE FOUNDATION FOOTING ARING SURFACE IS UNDISTURBED, OR DPERLY COMPACTED, NON -ORGANIC SOT. WE IU MAUM BEARING ALLOWABLE OF 3000 PSF D THAT ALL CONSTFJCTION WILL BE RFORMED BY QUALnED CRAFTSMEN IN CORDANCE WITH THE Bth EDITION OF SSACHUSETTS BUILDING CODE ON SITE RIFICATION OF CONSTRUCTION IS REQUIRED THE ENGINEER OF RECORD OR QUALIFIED ENT DURING DEMOLITION AND CONSTRUCNO VERIFY ASSUMPTIONS ARE CORRECTAND 1T CONSTRUCTION IS PROPERLYPERFORMEE i THE CONTRACTORS OR WJNERSS iPONSIBILITY TO ASSURETHATTIMELY TIFICATION OF THE PROJECT PROGRESS IS AIDED SO THAT ADEQUATE ON SITE ENGINE 2 O y r— c THIS DRAWING SHEETANDCONTENTS HEREIN ARE THE PROPERTY OFCIRCLEB. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORESRCLE B SHALL BE CAUSE FOR LEGAL RECOURSE LEFT ELEVATION REVEK D- GS Tp °R"BNB. SZOUDREAU 3/26/14 SHEET: 3of12 Circle C Barn Co. Equine Facility Specialists - 489 Neck Road Lancaster, Massachusetts01523 tel. (978) 368-8400 fax (978)368-9130 www.cireleb.net ENGINEER DISCLAIMER THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLYAND ASSUMES THAT THE FOUNDATION FOOTING BEARING SURFACE IS UNDISTUPBED, OR PROPERLY COMPACTED, NON ORGANIC SOLWTI A MINIMUM BEARING ALLOWABLEOF 3D00 PSF AND THAT ALL CONSTRUCTION WILL BE PERFORMED BY OUALIFfED CRAFTSMEN IN ACCORDANCE WITH THE BBf EDITION OF MASSACHUSETTS BUILDING CODE ON SITE VERIFICATION OF CONSTRUCTION IS REQUIRED BYTHE ENGINEER OF RECORD ORQUALIFIED AGENT DURING DEMOLITION AND CONSTRUCTION TO VERIFY ASSUMPTIONS ARE CORRECTAND THAT CONSTRUCTION IS PROPERLY PERFORMED. IT IS THE CONTRACTORS OR OWNERSS RESPON SIDILITY TO ASSURETHAT TMELY NOTIFICATION OF THE PROJECT PROGRESS IS PROVIDED SO THAT ADEQUATE ON SITE ENGBNEE PRESENCE IS OBTAINED. W lY 2 O m W 111 F O PROPRIETARY NOTICE: THIS DRAWING SHEET ANDCONTENTS HEREIN ARE THE PROPERTY OF GRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN SHALL BE CAUSE FOR LERECOURSE CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, C. AND/OR MANUFACTURING FORCIRCLE B O GAL BY CIRCLER R CO r� 03 U L 4V-O" I. m �3 REAR ELEVATION 4 M 0 11.-4cn 8181 OE>CRIPTI°N_ REAR ELEVATIONS tea,. X-X REVIEY.£DS'!'. GS 9 TB S.BOUDREAU 3/26/14 SHEET', 4of12 Ia1011i:awMAW W Circle Barn Co. - Equine Facility Specialists - 489 Neck Road Lancaster, Massachusetts 01523 tel. (978) 368-WO fax (978) 368-9130 www.circlebnet NE ENGINEER'S STAMP ON THIS DRAWING JALIFIES THE STRUCTURAL DESIGN ONLYAND 3SUMES THAT THE FOUNDATION FOOTING :.RING SURFACE IS UNDISTURBED, OR 1OPERLY COMPACTED, NONARGANIC SOIL WI MINIMUM BEARING ALLOWABLEOF 3000 PSF NO THAT ALL CONSTRUCTION WILL BE ERFORMED BY QUALIFIED CRAFTSMEN IN CCORDANCE WITH THE 8th EDITION OF ASSACHUSETTS BUILDING CODE, ON SITE ERIFICATION OF CONSTRUCTION IS REQUIRED Y THE ENGINEER OF RECORD OR QUALIFIED GENT DURING DEMOLITION AND CONSTRUCTI 0 VERIFY ASSUMPTIONS ARE CORRECT AND HAT CONSTRUCTION IS PROPERLY PERFORME IS THE CONTRACTOR'S OR OWNERS'S ESPONSISILITY TO ASSURE THATTIMELY OTIFICATION OF THE PROJECT PROGRESS IS ROVIDED SO THAT ADEQUATE ON SITE ENGINE RESENCE IS OBTAINED. H111111111 Z O W 11J F— Q O PROPRIETARY NOTICE: THIS DRAWING SHEET AND CONTENTS HEREIN ARE THE PROPERTY OF CIRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHERTHAN ESTIMATING, DRAWING PREPARATION, ANDIOR MANUFACTURING FORCIRCLE B SHALL BE CAUSE FOR LEGAL RECOURSE FLOOR PLAN aes X—X RE°E'" 1 GS & TB DR-11 S.BOUDREAU O.E. 3/26/14 s~EEr. 5of12 CircleVDJ Barn Co. -Equine Faci&y Specialists - 489 Neck Road Lancaster, Massachusetts 01523 let. (978) 368-8400 fax (978) 368-9130 www.circleb.net a r ENGINEER DISCLAIMER THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ON.YAND ASSUMES THAT THE FOUNDATION FOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON -ORGANIC SOL WIT A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND THAT ALL CONSTRUCTION WILL BE w�I� '/4" TO OF BJ BEAM PERFORMED BY QUALIFlED CRAFTSMEN IN BELOW ACCORDANCE WITH THE OIhEDITION OF MASSACHUSETTS BUILDING CODE. ON SITE r VERIFICATION OF CONSTRUCTION IS REQUIRED BY THE ENGINEER OF RECORD OR QUALIFIED j. AGENT DURING DEMOLITION AND CONSTRUCTION TO VERIFY ASSUMPTIONS ARE CORRECTAND THAT CONSTRUCTION IS PROPERLYPERFORMED. IT IS THE CONTRACTOR'S OR" RESPONSIBILITY TO AS SURETHAT TIMELY NOTIFICATION OF THE PROJECT PROGRESS IS PROVIDED SO THAT ADEQUATE ON SITE ENGINEV PRESENCE IS OBTAINED. ik 11 2XI CONTI UOUS E c BLOC ING 2X10 FLOOR J OIST o� 4" O.C. z O f� 11' C 3--03/a" ui PROPRIETARY NOTICE: THIS DRAWING SHEET ANDOONTENTS STAIR HEREIN USEOF TH ISDRAWINGS CONTENT OAR DESIGN OPENING CONCEPTS FOR PURPOSES OTHERTHAN —f ESTIMATING, DRAWING PREPARATION, EO AND/OR MANUFACTURING FORCIRCLE 8 SHALL BE CAUSE FOR LEGAL RECOURSE BY CIRCLES BARN COINC. i rH i— U TRIPLE . r-I FADE cCi � O G i DESCRIPTION: FLOOR FRAME FLOOR FRAME PLAN pe s: X-X F-O" SCALE:: REVEW D- GS O TB DRAV.N6P S.B °A,E 3/26 /26114 SHEEP: 6of12 24' SQUARE x 10' DEEP—/ PREFORMED CONCRETE FOOTINGS, SUPPORTING 6x 6 P.T. FOUNDATION POSTS (18)PLACES 20" SQUARE x 8" DEEP PREFORMED CONCRETE FOOTINGS, SUPPORTING 4x 6 P.T. FOUNDATION POSTS (9)PLACES 14 3' ' R.O. , 3' R.O. 8' ' it Dq F—ol [;I= 4'. E Flo] FOUNDATION PLAN SCALE: %4" = 1'-011 t • .Y Qw . Z' MAIN BXB P.T. Pr- SET ATOP SHORT POSTS 49 E SEOUR THRU SISTERS. 2X4 P.T. BRACING 6X6 P.T. SHORT POSTS' (SP) — BENT REBAR FOR LIFTING 24 P.T. "SISTER PLATE - FASTEN EACH 'SISTER' W/ 06)16d NAILS, (8) NAILS ON EACH SIDE OF SPLICE 6x6 P.T. STRUCTURAL POST ATTACHED TO 6x6 P.T. FOUNDATION POST (SHORT POSTS) W/ 2x6 P.T. -SISTERS' (TYR) 2XIO P.T. SKIRTBOARD APPROX. LEVEL OF FINISHED AISLE FLOOR SLAB NON -ORGANIC SOIL AROUND COLUMNS • TO BE COMPACTED AS REQUIRED s , • ,� , , SIMPSON STRONG -TIE CS20 SET IN CONCRETE PAD AND • '• " WITHNAILSATPOST 6x6 P.T. FOUNDATION POST BEARING ON 245Q4'x10' DEEP • PREFORMED CONCRETE PAD. (4x6 P.T. DOOR POSTS ON 205QC"x8' DEEP PREFORMED - CONCRETE PAD) • .---PLYWOOD C-PLATES AROUND POST BOTTOM 'RAM SET INTO CONCRETE PADS R 4_LONG 2' ABOVE TOP OF SHORT POST AND 2' BELOW) 2XIO P.T. SKIRT BOARD (SB) (TOP OF SS IS 4 5/8' ABOVE TOP OF SP) NOTE. BOTTOM OF --- SIDING THE TRENCH BOTTOM WILL NOT BE PERFECTLY LEVEL SO THE TOPS OF ALL CONd2ETE PADS WILL NOT BE AT SAME HEIGHT. LaTASJSH BARN FLOOR HEIGHT. THEN USE ; , ,.: ;• " "' 'RAM A LEVEL-19-:2j= THE TOPS OF ALL PADS. CUT SHQRT POSTS 50 a, • , SET" P.T. BLOCKS `� ::.;j.'+.' a:. •• Y AROUND POST BOTTOM INTO PADS T APPROX. BARN FLOOR HEIGHT). 24" SQUARE BY 10' DEEP THIS IS THE NEXT STEP AFTER POSITIONING THE PREFCfM1ED PADS. CONCRETE PAD SET IN BOTTOM OF 4' DEEP TRENCH (BOTTOM SHOULD BE UNDISTURBED MATERIAL) 2XIOSKIT-,.,8X8 P.T. �IriBLL' POSTS PADS FOR 4X6 P.T. DOCt�TS) 06 P.T. 'SISTERS- (TYP)"BOAR DOOR POST 8X8 P.T. CORNER POST 2X10SKIRT PLAN SCAM OF TYPICAL"CISTI R4" POSITIONS (No APPROX• LINE OF FINISH GRADE SHORT POST & CONCRETE PAD SYSTEM (MEW FROM OUTSIDE) INSTALL THIS SYSTEM IN 4' DEEP TRENCHES THEN @SILL # COMPACT CAREFULLY. MAINTAINING SQUARE AND PLUMB POSTS Circle CO Barn o. _-Equine Facilitv Sneciahsta - 489 Neck Road Lancaster, Alassachusetts 01523 tel. (9-8) 3694400 fax (978)368-9130 www.circleb.net NGINEER DISCLA ME R HE ENGINEER'S STAMP ON THIS DRAWING UALIFIES THE STRUCTURAL DESIGN ONLYAND SSUMES THAT THE FOUNDATION FOOTING EARING SURFACE IS UNDISTURBED, OR ROPERLY COMPACTED, NON -ORGANIC SOIL WI MINIMUM BEARING ALLOWABLE OF3000 PSF ND THAT ALL CONSTRUCTION WILL BE ERFORMED BY QUALIFIED CRAFTSMEN IN DCORDANCE WITH THE 81N EDITION OF ASSACHUSE17S BUILDING CODE. ON SITE ERIFICATION OF CONSTRUCTION IS REQUIRED YTHE ENGINEER OF RECORD OR QUALIFIED .ENT DURING DEMOLITION AND CONSTRUCTIO ) VERIFY ASSUMPTIONS ARE OORRECTAND NAT CONSTRUCTION IS PROPERLY PERFORMS IS THE CONTRACTORS OR CWNERSS SPONSIBILTTY TO ASSURETW1TTMELY )TIFICATION OF THE PROJECT PROGRESS G tOVIDED SO THAT ADEQUATE ON SITE ENGNS 2ESENCE IS OBTANED, CI I I 1 1 Z O W THIS DRAWING SHEET ANDCONTENTS HEREIN ARE THE PROPERTY OFORCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORGRCLEB SHALL BE CAUSE FOR LEGAL RECOURSE BY CIRCLE B BARN CO INC. FOUNDATION ae: X-X REVIEN D6v: GS & TB "By S.BOUDREAI DATE: 3/26/14 -EET: 7of12 ISCALE:%4" = 9 -0" QUANTITY - SIGNATURE. SCALE: 4"= 1'-0" Circle QB) Barn Co. - Equine Facility Specialises - 489 Neck Road Lancaster, Massachusetts 01523 - tel. (978) 368-8400 fax (978) 368-9130 www.dreleb.net HE ENGINEERS STAMP ON THIS DRAWING VALIFIES THE STRUCTURAL DESIGN ONLYAND SSUMES THAT THE FOUNDATION FOOTING EARING SURFACE IS UNDISTURBED, OR ROPERLY COMPACTED, NON.ORGANIC SOL WR MINIMUM BEARING ALLOWABLE OF 3000 PSF NO THAT ALL CONSTRUCTION WILL BE ERFORMED BY QUALIFIED CRAFTSMEN IN XORDANCE WITH THE 6th EDITION OF ASSACHUSETTS BUILDING CODE ON SITE ERIFICATN)N OF CONSTRUCTION IS REQUIRED V THE ENGINEER OF RECORD OR QUALIFIED - - .ENT DURING DEMOLITION AND CONSTRUCTION VERIFY ASSUMPTIONS ARE CORRECTAND 1AT CONSTRUCTION IS PROPERLY PERFORMED. IS THE CONTRACTORS OR OWNERSS ESPONSIBILITY TO ASSURETHAT TIMELY DTIFICATION OF THE PROJECT PROGRESS IS ROVIDED SO THAT ADEQUATE ON SITE ENGINEEI 2ESENCE IS OBTAINED. W H a O PROPRIETARY NOTICE: THIS DRAWING SHEET ANDOONTENTS HEREIN ARE THE PROPERTY OF CIRCLES. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORCIRCLEB SHALL BE CAUSE FOR LEGAL RECOURSE BY CIRCLE I3 BARN 00 M. r—i U "C3 ct3Cis � O z cts�F�;roN. FRONT SECTION DIE 8of12 imimimImImi'11:•' I�I�I�I�I�I I�I�I�I�I�I�I�I�I�I IJr• • II i i FROM P'• ST TO :• 1 1 1 1 1 i t I BOX BEAM ASSEMBLY F . ' :'1: JZ3W&GPLYIIWD t • • ,� �•� • �� • • 11� ®i�®����®�®����®�®�®�,��■��®�®�®�;�®ate■® OPEN _ . _ .. . 1 O- EN FOR I • I 'I 1 I ■I 1 I ■I 1 1 r. ■I I I I I RvEAR SECTION SCALE: 4' = 1'-0" Circle(Bj� Barn Co. - Equine FaciTzty Specialists - 489 Neck Road Lancaster, Ma_esachusetts 01523 tel. (978) 368-8400 fax (978) 368-9130 www.circleb.net 4GINEER DISCLAIMER 1E ENGINEERS STAMP ON THIS DRAWING UALIFIES THE STRUCTURAL DESIGN ON,YAND SSUMES THAT THE FOUNDATION FOOTING :ARING SURFACE IS UNDISTURBED, OR ROPERLY COMPACTED, NON -ORGANIC SOIL WITI MINIMUM BEARING ALLOWABLE OF 3000 PSF 41) THAT ALL CONSTRUCTION WILL BE RFORMED BY QUALIFlED CRAFTSMEN IN )CORDANCE WITH THE BtN EDITION OF ASSACHUSETTS BWLDRJG CODE. ON SITE RIFICATION OF CONSTRUCTION IS REQUIRED /THE ENGINEER OF RECORD OR QUALIFIED 'ENT DURING DEMOLMON AND CONSTRUCTION )VERIFY ASSUMPTIONS ARECORRECTAND 4AT CONSTRUCTION IS PROPERLY PERFORMED. IS THE CONTRACTOR'S OR OWNERVS :SPONSIBILI fY TO ASSURE THAT TAMELY )TIFICATION OF THE PROJECT PROGRESS IS tOVIDED SO THAT ADEQUATE ON SITE ENGINEEf RESENCE IS OBTAINED. LLI IX W F G PROPRIETARY NOTICE: THIS DRAWING SHEET ANDOONTENTS HEREIN ARE THE PROPERTY OF CIRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORCIRCLE8 SHALL BE CAUSE FOR LEGAL RECOURSE REAR SECTION DATE. 9of12 SIMPSON H2.6A HURRICANE TIES (1) PER RAFTER 16P HDG. NAIL FASTENERS Ix 10 SIIIPLAP, PINE SIDING @ EXT. FACE 2m 4 GIRTS (24" O.C.) 2x 10 SK RTBOA] (TYPICAL) 2x 12 RIDGE BOARD. 12 110 W N OPENING FOR 0 6x7 SPLIT SLIDING LOFT DOOR 4' - 4x 6 KNEEBRACES FROM EACH POST TO BOX BEAM. "P) V-63z" 3/4" T & G PLY. WD. 2x 10 JOISTS (24" O.C.) TYPICAL 2x 10 JOISTS (16" O.C.) TYPICAL 2x 10 JOISTS (24" O.C.) TYPICAL OPENING 4x7 ENTRY DI <10 CONTINUOUS FIRE" BLOCKING OPENING FOR 10'X9' SPLIT SLIDING DOOR — 4' CONC SLAB ON COMPACTED GRAVEL (3) 2x 10 -J OPEN sox BEAM ASSEMBLY FOR (TYPICAL) WINDOW4 it I WV , 1110 wi PC" SCALE: 4" " = 1'-0 h!'TRENCHE8 SAOKFSLEP WI NCNORGANIC SOIL (CO.NAC'fEO AS RE0,9) 2f7Q. W9- SQUAREROOTNGS /3/4" T & G PLYWOOD I!2x 10 JOISTS (24" O.C.) lip ... STALL PLANKING IM _ V / -3%4 Lli S—tsJ2" �1INTERIOR ELEVATION @ STALL SCALE: j"=1'-0" BOX BEAM 2X6 KNEE BRACE SHOES 2X10 2ND FLOOR JOISTS, 16" O.C. OR 24" O.C. (VARIES) TYPICALLY 3-2"X10's 06 KNEE BRACES (2x6 BRACES WHERE THEY WILL NOT SHOW) OUTSIDE 6"X 6" STRUCTURAL POSTS (TYP) FRONT BARN BOX BEAM DETAIL NOT TO SCALE SIDE -4x6 KNEE BRACES BETWEEN 2x10'S INSIDE Circle G Barn Co. - Eauine Facility Snecia&sls - 489 Neck Road Lancaster, Massachusetts 01523 tel. (978) 368-8400 fax (978) 368-9130 www.eircleb.net 1E ENGINEER'S STAMP ON THIS DRAWING JALIFIES THE STRUCTURAL DESIGN CNLYAND GSUMES THAT THE FOUNDATION FOOTING :ARING SURFACE IS UNDISTURBED, OR tOPERLY COMPACTED, NONARGANIC SOL WM MINIMUM BEARING ALLOWABLE OF 3000 PSF VD THAT ALL CONSTRUCTION WILL BE RFORMED BY QUALIFIED CRAFTSMEN IN )CORDANCE WITH THE 8M EDITION OF ASSACHUSETTS BUILDING CODE. ON SITE ERIFICATION OF CONSTRUCTION IS REWIRED (THE ENGINEER OF RECORD OR QUALIFIED 'ENT DURING DEMOLITION AND CONSTRUCTION VERIFY ASSUMPTIONS ARE CORRECTAND iAT CONSTRUCTION IS PROPERLY PERFORMED. IS THE CONTRACTORS OR CWNERSS SPONSIBILITY TO ASSURETHATTIMELY )TIFICATION OF THE PROJECT PROGRESS IS 20VIDED SO THAT ADEQUATE ON SITE ENGINEEI iESENCE IS OBTAINED. M111111111 z 0 W iL F- c PROPRIETARY NOTICE: THIS DRAWING SHEET ANDCONTENTS HEREIN ARE THE PROPERTY OF CIRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHERTHAN ESTIMATING, DRAWING PREPARATION, ANWOR MANUFACTURING FORCIRCLEB SHALL BECAUSE FOR LEGAL RECOURSE SY CIRCLE B BARN COINC. �1 CV V .•i CL3 ::$ CIS O DESCRIRTION. REAR GABLE SECTION REV- - 1 GS 9 TB DRA-BY S.BOUDREA DIE3/26/14 SHEET 10 of 12 SIMP HURF (1) PE 16P F Ix 10 PINE @ E7 'AR GABLE NEC"110IN SCALE: 4►' = P-0" Circle (3 Barn Co. -Equine Facility Specialists - 489 Neck Road Lancaster, Massachusetts01523 tel. (978) 368-8400 fax (978) 368-9130 www.circleb.net iGINEER DISCLAIMER: iE ENGINEERS STAMP ON THIS DRAWING JALIFIES THE STRUCTURAL DESIGN ONLYAND SSUMES THATTHE FOUNDATION FOOTING FARING SURFACE IS UNDISTURBED, OR IOPERLY CM-PACTED, NO"RGANIC SOIL WM MINIMUM BEARING ALLOWABLE OF3000 PSF 4D THAT ALL CONSTRUCTION WflL BE RFORMED BY QUALIFIED CRAFTSMEN IN )CORDANCE WITH THE 8th EDITION OF ASSACHUSETTS BUILDING CODE. ON SITE ERIFICATION OF CONSTRUCTION IS REQUIRED (THE ENGINEER OF RECORD OR QUALIFIED SENT DURING DEMOLITION AND CONSTRUCTION ) VERIFY ASSUMPTIONS ARE CORRECT AND iAT CONSTRUCTION IS PROPERLYPERFORMED. IS THE CONTRACTOR'S OR OWNERSS _S PONSIBIL ITY TO ASSURE THAT TIMELY DTIFICATION OF THE PROJECT PROGRESS IS IOVIDED SO THAT ADEQUATE ON SITE ENGINEEI tESENCE IS OBTAINED. z 0 y rx ui r a c PROPRIETARY NOTICE: THIS DRAWING SHEET ANDOON ENTS HEREIN ARE THE PROPERTY OF CIRCLE B. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORCIRCLEB SHALL BE CAUSE FOR LEGAL RECOURSE BY CIRCLE 0 BARN CO INC. rH C3 U DESCRWTpN. w REAR GABLE SECTION D8s X-X REVE'✓rED B'l: GS p TB WE 11 of 12 — s Rrl a ❑1 SPLIT SLIDER 10'w x 9'h BARN DEPOT 489 NECK RD, LANCASTER, MA Ph# 978-368-9100 Fax# 978-368-9130 Y-P • s L:-44 0 ARCHED STALL DOOR 4'w x 8'h WITH STANDARD GRILL T " xv am ❑2 LOFT DOOR 8'x7' 522 BARN DEPOT �9 TU RD, NCASTER. MA Ph# 978-368-9100 Fax# 978-368-9130 W it w ti ;.. fr EXTERIOR PASSAGE DOOR 4'w X 7'h W F INTERIOR PASSAGE DOOR 4'w X 7'h 530 DOOR SCHEDULE QTY: SYM: DESCRIPTION/ R.O.: 2R.O. o'—o' x 9'—O' SPLIT suDER wrrH HOOD 114 1/2' X 107- 1 El x 7'-0' STANDARD EXTERIOR LOFT DOOR R.O. 66 1/2" X 90' R.O. 3 ❑-0' 3 X 8'-0' STANDARD ARCHED STALL DOOR WITH GRID. ,0. 44 1/2' X 99 1/2- 1 ®-0" X 7'-0' EXTERIOR PASSAGE DOOR R.O. 52 1/2' X 87' 1 '-0' X 7'-0' INTERIOR PASSAGE DOOR 1.0. 52 1/2' X Wr 1 ©-0' X 7'-0' DOOR SLAB R.O. 44 1/2' X 87 1/2" 1 0 6 1/2' X 35- MAY DROP DOOR .0. 27 1/2' X 36- 1 © '-0' X 6'-8' 9 LITE FIBER GLASS DOOR 0. 74" X 81' WINDOW SCHEDULE QTY: SYM: DESCRIPTION/ R.O.: 11 O 2' 33 0 x � . POCKET SLIDING VNNDOW W/ GRILLS pop MAY DROP DOOR 26}' X 35' O32X37 STANDARD SLIDING WINDOW 6❑ 6'—o' X 6'-8' FIBER CLASS DOOR Circle C Barn Co. -Equine Facility Spec*& Ws - 489 Neck Road Lancaster, Massachusetts 01523 tel. (978) 368-8400 fax (978)368-9130 www.circlebmet ENGINEER DISCLAIMER THE ENGINEER'S STAMP ON THIS DRAWING DUALIFIES THE STRUCTURAL DESIGN ON.YAND ASSUMES THATTHE FOUNDATION FOOTING SEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON -ORGANIC SOIL W A MINIMUM BEARING ALLOWABLEOF 3000 PSF AND THAT ALL CONSTRUCTIONWILL BE PERFORMED BY QUALIFIED CRAFTSMEN IN ACCORDANCE Wr" H THE I th EDITION OF MASSACHUSETTS BUILDING CODE ON SITE VERIFICATION OF CONSTRUCTION IS REOUIRED BY THE ENGINEER OF RECORD OR QUALIFIED AGENT DURING DEMOLITION AND CONSTRUCTION TO VERIFY ASSUMPTIONS ARE CORRECT AND THAT CONSTRUCTION IS PROPERLY PERFORMED. IT IS THE CONTRACTOR'S OROWNERSS RESPONSIBILITYTO ASS URETHAT TIMELY NOTIFICATION OF THE PROJECT PROGRESS IS PROVIDED SO THAT ADEQUATE ON SITE ENGINEE PRESENCE IS OBTAINED. F 0 PROPRIETARY NOTICE: THIS DRAWING SHEET AND CONTENTS HEREIN ARE THE PROPERTY OF CIRCLER. USE OF THIS DRAWINGS CONTENT OR DESIGN CONCEPTS FOR PURPOSES OTHER THAN ESTIMATING, DRAWING PREPARATION, AND/OR MANUFACTURING FORCIRCLES SHALL BE CAUSE FOR LEGAL RECOURSE BY CIRCLE B BARN 00INC. M U CIS O "'"I 5 w a 3 DESCR—N. SCHEDULE DD. X X C„m 12 of 12 3Y q SITE PLC r . " T .83' 9 1 B'4'57 " 700.74-' s_. SITE PLC r m *5 r c j _. 0 Q F �. T H w 4 } ,�a J p p Endorsed Q -C opt On Site. truction U CL O 01 —% cn A ,1 i� psz all �-Q tf" 3" ASS C'onc �e�C -Yy �T BtiC r f'tt M«ha�1 5t. ours l'a rd t'5 Or i ue ........... Barp axe-3a O,C, ca)(ar T1 rs IeS I I yam 7cc � G X$.` (b'r d•C. 1�tii �� {boa - ----- ----- I _ --- # _ j I LL �. 'C rr o c 6 Jgd o p }x G°(>h%!'e i{r 1� L 1+ ,p i% y, Con c(4 f y M 4d vl JJ � e ,N 4 y II 7 1 p(atc r C6,7ai7c Wa y 3da� per' �— 9 ........... Barp axe-3a O,C, ca)(ar T1 rs IeS I I yam 7cc � G X$.` (b'r d•C. 1�tii �� {boa - ----- ----- I _ --- # _ j I LL �. 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