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BP-85304RESIDENTIAL 0 Phased Approval (R106.3-3) -TRANSFERABLE $25.00 APPLICATI[ON FEE IS NON BE-FUNBABLE NON _ -7—DATERECEIVED ING DEPARTMENT DARTMOUTH BUILD 400 Slocum Road Ij Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838 1664 www.town.dartmouth.ma.us APPLICATION To CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING 'card .. t ommlsslorl­ hE Cut off V/ Board of Health: Conservation Commission D.P.W.: Fire Chief: Other: BUILDING, PERMIT NUMBER. so -DATE: - pectdr of Buitdirigs. 7" ,rZon We I . I Address ginee-i M Ehl ringEl ., ❑ .,Cross,,, Gatti Connection t] Water laid ffSdWerGar nrRP'RbVALtsI Signature: A Signature: Signature: Signature: Signature: Brief description of work being performed: 1.1 Property Address: Contact Person: Phone Number: PIT? Date: Date: Date: 1.2 Assessors Map.& Lot Numpbe 0 Map 0 1.3 Historical District 0 Yes No Year Built 1.4 W t Supply (MGL c40 s54): 1.5 Sewage Disposal System: 0 Alterin -Fug ter )K Municipal more than 25% per side of building 0 Private Well 0 On Site Disposal System Has application been submitted to the Historic commission? 0 Yes 0 No Date: Revised 5 /13 0 CONSTRUCTION PLANS 0 SITE PLAN El ENERGY REPORT RESIDENTIAL ;SECTION 247RROPERTY�C+IIIVRSHIPX�CiTIOR12 ED AGENT _ - Own r Rec r : _ 2 ) _ C sttAtirzck Name (print) Contact Address Phone Number 2.2 Authorized Age 41 ___ . I Name (punt)4 Contact Address Phone Number x ;SECTION Gt7NSTRC�G1�bN SRVIt;E 3.1 Licensed,Construction Supervisor/Specialty License: =13 Number - Company Name/Contractor Name: lit z q 2. o / ,L f`` 6Y Address: 3 (,✓cam iC .J-tr-, .-r—^-�- Signature: Telephone: ,� 7 y 3.2 Homeowner Exemption - One & Two Family Only` Section 110.135.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Iding Permit is required shall be exempt m the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Ho meow-ftmkhall act as supervisor. Forthepurposes of this section only, a "Homeowner" is defined as folio • Person(s) wh s 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 s accessory to such use and/or fans 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: 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: 1 9Yes ❑ No s�GTIt3N, k?ESGRIP�[Ol�it3FRRC1Pt7EEil11FOF�K(GeofffCalipltcablel z `.. _ j� ❑ Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove ❑ New Construction* "`Accessory Bldg. ❑ Addition ❑ Roofing/Siding ❑ Replacement window/door (Energy report required). l (Shed/Garage) (Energy report required) No. of windows Doors ❑ DEMOLITION (specify): Df " ,6) 04 Location of debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster O/n� Street Facility Name: _� 7 C n'S Location: /,%Q-� *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 ❑ Hot Water: Gas Electric Fuel Oil Other Item Estimated Cost ($) to be completed by permit applicant 1. Building 13 P6 00 6 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total= (1 +2+3+4) �- . � "' _eta be' �omple-#ed whin owner's�ge�ifiri�r�oit�t�ctb��ppire;%f�rbuFtlirtgp�rm�t) ,.'_ - (Please Print) / I, as Owner of the subject property hereby authorize to.Act on my behalf, in a tt s elative o w rk authorize ; y thi ilding permit application. Signature of Owner Date } SEC7tON 7B - OVYNER1at1TFIGRtZEa AGEfVT.DECLA13A1ION as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true tend accurate, to the best of my knowledge and belief. Signed under the pains a enalties of perjury. s 3/ / Signature of Owner/Authorized Agent Date (26 Total Permit Fee: $ Gross Area - New Construction total sq. ft. Gross Area - Alteration total sq. ft. Permit Issued to: Less Application Fee: $25.00 Other $ Amount $ Remaining Balance: Y!.<< [ U 2 t✓J 4 J ''� S C �r- n 14.1) S 4 4 vk J SA I A i%// / / I / . Y I %/ // %/ %� i// i/ /I/ i%/ /j/ // /// /// %/ /// %/ ' %/i//./ // ///j/%/ii% %i//I//j/ll///i' /i//!/i//i%/il// i/�j%�ii%/ii%/j/%li%/�i//j!i/�i!i//i// %/i%/////%//i%//i%/i//ii//ii/!i/III//� j///ii/�l/!i// /;/ /// I/ // / / /I / / l / b a TERRACE Y GARAGE F.F. EL. =+98.50' 6 14•$ ea SLAB EL.=+98.50' WORKSHOP SLAB EL. =+99.00' H 4'41' 8'-1 �4 7 DECK 0 38ze0 ; tL57 � $ y CONCRETE APRON Skr O.H.D. 8kr O.H.D. 8kr O.H.D. e'+, 9_:DOWN 14R I I 32>t80 uY N 1 D AWNING WINDOWS HIGH -SHOWN DASHED — �/J I I - C CRET APRON A �A m b rp N RECREATION ROOM PORCH _ m F.F. EL. III+108.50' a 1 —� 4" CONCRETE SLAB PITCH 1/8"/FOOT TO DOORS N ty PROPOSED FIRST FLOOR PLAN SCALE: 1/4'-1'$ BUILD P.T. WOOD PLATFORM ON TOP OF 4,8 BARN SLAB TO RECEIVE STARS AND 1 ASSOCIATED LANDINGS 38xe3 24'IdV a WAT �j/ BARN F.F. EL. =+97.70" P'MPGE T REF$' — — — — - D . �' MILKSHED b F.F. E� LSTORAGE BATHROO STORAGE F.F. EL. �97.10° N xr a O CRETE APRON CONCRETE N RON PROPOSED SECOND FLOOR PLAN SCALE: 1/4• - r$ F-T F-W 5'-T 8'3' 8•$ 5'-T 6$ C$ 10-0 Iry syv TO. RIDGE ® ®I ®IYI A X B.O. COLLAR TIES F.F. EL. a'108.80' F,F.-__EL.108.80' — F RECREATION ROOM RECREATION ROOM T.O.PLATES _-- A 51 A 2 A 5 A 5 51 — 51 FWH80� A 51 A W o ID t 108.80' RECREATION ROOM. L� `8B4O F.F. EL.99.00' - Y TO PLATES GARAGE SLAB EL. • 8850 ORKOVO F.F.pL.=+97.10' SBA eyv T.O.PLATES PROPOSED SOUTH ELEVATION SCALE: 1/4' - r-0' PROPOSED NORTH ELEVATION b- SCALE: 1/4'-1'$ 0e �4 F.F. EL. n97.70' BARN h 'r° EXPOSED 4'x8' CEDAR RIDGE 1,2.0 1.7 B�EADETD EDGE VER 1'IB' RAKEWITH i WOOD HAY-LOFr SWINGING DOORS 1'x8' CEDAR BOARDS VERTICAL FWHB TW2448 8, 81 —_ _ ---- -- WOODDOUBLE HUNG--.. 12 F.F. EL. 108.80'' FE +108.80' — — — RECREATION ROOM Q RECREATION ROOMTLT _ i 5/4'x5' JAMB AND 5/4'am' HEAD CASING AT OVERHEAD DOORS-1 ®®® ®®® ®®® WOOD AWNING WINOOVJS 5/4'x8' CORNERBONRDS GLli 51 A 25 A 25 A 25 WHITE CEDAR SHINES 1'x8'VERTICAL CEDARBOARDDOOR y� li ftr VERTICAL CEDAR BOARD DDDR �! 1 STONEREPAIWALL AN EXISTING RUBBLE OVERHEAD GARAGE DOORS -PANT STONE WALL AND NEWGARAGE INTO I i REAR WALL NEW F.F. EL_=•99.00' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GARAGE BLAB EL-+BB.50' ED O o B F.F.EL.=+'97.10 GARnGESLAB .-•SBStr EXISTING DOOR -REPAIR AND INSTALL �cH -$- JZ F.F. E�_-97.10' L�B9{LRN- IN NEW SHED STRUCTURE-S'}iE0 .F. EL. =+108.80 PROPOSED WEST ELEVATION EATION ROOMY REPANREBUBD EXISTING P19.DBTONE. SCALE: 1/4• - T-Y PROPOSED EAST ELEVATION SCALE: 1/4• -1'$ =+89.00' PORCH . 97 70' BARFN�, GREGORY JOKES - ARCHITECT 106 Spring Street Suite 312 New Bedford, MA 02740 (508)997-5977 3 I, NOTES REVISIONS: Proposed Barn Reconstruction/Garage Mellgard Residence 322 Smith Neck Road South Dartmouth, Massachusetts TITLE MEZZANINE FRAMING PLAN BARN ROOF FRAMING PLAN SCALE: AS NOTED DATE: JUNE 28, 2016 DRAWN: GJ DRAWING NUMBER S-03 PROGRESS PLAN 0 GREGORY JONES -ARCHITECT REFER TO 8-101 FOR ANCHOR BOLT SCHEWLE 8 <w of w.. �• SPACING BETWEEN TIMBER FRAMI O 4 OUTSIDE FACE OF CONCRETE Fa EXTERIORWAL1_FRAMING:7NS'SPFi] �--O,FACERITIMB-FRAMIN( wooD sruos � s4" oo S.S ANCHOR SOUS -REFER TO • SHEAR WALL SCHEDULE FOR SPAINO S—ON STRAP HD — REFER TO SHEAR WALL SC f 1T—TIMBER FRAME SILL T.O.FND_EL-100. 7P___ - T. Tks"PLATE (OR AB NOTED ON PLANS) 4 NAIUNG STRIP_____________ CAST IN PLACE P.T. bS R) CONTINUOUS W BARS y e• i B• 4 .. B.o.FooTmG EL_.ez.fs'--_-__-- r pT �OR AS NOTED ON PLANS) (n CONTINWUS id BARB ^TYPICAL FOUNDATION WALL DETAIL PROPOSED FOUNDATION PLAN SCALE: 114" • 1'-0' p41.A.'4t'L1 GREGORY JONES - ARCHITECT 196 S'dM STREET-SUTM J a New EeOTo>d, }1A (508)997-59n Y0 !e size of foundal�{n/ / YV foundation dettaig o"l. !E" Rio~ 4. e13I� Proposed Bam Reoonstruction/Garage Mellgard Residence 322 Smith Neck Road South Dartmouth, Massachusetts TITLE FOUNDATION PLAN and TYPICAL DETAIL SCALE: 1/4" = 1'-0" DATE: April 18, 2017 DRAWN: GJ DRAWING NUMBER S-01 ISSUED FOR PERMIT 0 GREGORY JONES -ARCHITECT 5TRUGTURAL CARE= ENTiZY NOTF-5: 1. STRUCTURAL LUMBER GRADES A. STRUCTURAL TIMBER FRAMING a. EASTERN HEMLOCK No. 2 - FULL SAWN b. DOUOLAS FIR No. 1 DENSE - FULL SAWN 2. ROOF SHEATHING APA RATED SHEATHIN6,'5/V' APA RATED PANELS, SPAN RATING A5 REQUIRED TO SUPPORT SPACING INDICATED; EXPOSURE DURABILITY 1 A. ROOF DIAPHRAGM FOR LATERAL LOAD RESISTANCE AND TRANSFER TO BRACING SYSTEM. B. INSTALL LONG PANEL EDGE PERPENDICULAR TO ROOF JOISTS G. FASTEN TO ROOF FRAMING WITH 10P RING SHANK NAILS AT 6" OG AT DIAPHRAGM PANEL EDGES, AND ALONG BRACING LINES, AND 12" OG AT INTERMEDIATE FRAMING MEMBERS. 5. WALL SHEATHING: A. APA RATED SHEATHING, 15/B2" STRUCTURAL 1 PANELS, SPAN RATING AS REQUIRED TO SUPPORT SPACING INDICATED; EXPOSURE DURABILITY 1, a. INSTALL LONG EDGE PERPENDICULAR TO WALL STUDS b. MINIMUM FASTENING 16ga STAINLESS STEEL STAPLES AT 6" OG AT PANEL EDGES AND 12" OG AT INTERMEDIATE FRAMING MEMBERS 4. ALL LIGHT GAGE METAL CONNECTORS SHALL BE A5 MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. INSTALL CONNECTORS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS. 5. MANUFACTURED WOOD'PRODUCTS, IF STORED PRIOR TO INSTALLATION, SHALL BE PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE 50 THEY ARE NOT DAMAGED. THEY SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, AND ANY SHOP DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE 5TIZESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. SAFETY BRACING 15 TO BE PROVIDED BY THE INSTALLER TO KEEP THE FRAMING STRAIGHT AND PLUMB AS REQUIRED, AND TO ENSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL MEMBERS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL 15 APPLIED. 6. PLACE HORIZONTAL MEMBERS, CROWN SIDE UP. 7. CONSTRUCT LOAD BEARING FRAMING AND CURB MEMBERS FULL LENGTH WITHOUT SPLICES. S. WHERE TONGUE AND GROOVE PLYWOOD 15 USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. q. SECURE SUB -FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB -FLOOR GLUE AND FASTENERS. 10. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO THE ELEMENTS SHALL BE PRESERVATIVE PRESSURE TREATED. 11. REFER TO IBC 2504A.1 FOR MINIMUM FRAMING CONNECTION FASTENERS, UNLESS NOTED OTHERWI5E. BA515 OF DESIGN: 1. DF46N CODES MASSACHUSETTS RESIDENTIAL CODE g. IRG (INTERNATIONAL RESIDENTIAL CODE) 20011 0, ASCE i-05 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) 2. DESGN DEAD LOADS A. ROOF DEAD LOAD - 15 p5f B. FLOOR DEAD LOAD - 15 p5f 5. DESIGN LIVE LOADS a. FLOOR LIVE LOAD - 40 p5f I,. HAY STORAGE AT SECOND FLOOR OF MAIN BARN - a. 40 p5f TOTAL LIVE LOAD AS SHOWN b. 120 p5f TOTAL LIVE LOAD WITH OPTIONAL CENTER COLUMNS BELOW BEAMS 4. SNOW LOAD A GROUND SNOW LOAD - 50 p5f B. ROOF SNOW LOAD USE W p5f FLAT ROOF C, SNOW EXPOSURE FACTOR, 0e - 1.0 D. SNOW LOAD IMPORTANCE FACTOR, 15 - 1.0 E. THERMAL FACTOR, Ct - 1.2 F. PLUS DRIFTING AS APPLICABLE 5. WIND LOAD A. BASIC WIND SPEED - 115 MPH B. , WIND IMPORTANCE FACTOR, I - 1.0 C. BUILDING CATEGORY - II D. WIND EXPOSURE - C E. BASIC DE516N WIND PRESSURE - 24Z p5f F. INTERNAL PRESSURE COEFFICIENT - +/ - 0.10 6. STRUCTURAL MATERIAL MANUFACTURERS UTILIZED FOR DESIGN A. POWDER ACTUATED FASTENERS, EXPANSION BOLTS, ADHESIVE ANCHORING SYSTEM - HILTI, INC B. FLOOR, ROOF AND WALL WOOD SHEATHING - ADVANTEGH SHEATHING BY HUBER ENGINEERED WOODS G. LIGHT GAGE METAL CONNECTORS, J015T HANGERS, TIE DOWNS, - 51MPSON STRONG -TIE, 120 Graham Way. Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel 802 497 3531 CONSULTANTS �w.ArtisanEng.com REVISIONS A y#;S P.O. BOX 63 VERNIONT 03462) (80 2) L L L —r 059 DRAWN BY.• BKH DATE: 04125118 SCALE: N/A JOB #: f 45 f 7 SHEET 8 8 OF 8 SHEETS 0 U 0 FIK5T FLOOR P05T LAYOUT PLAN VIEW (D0 0 ©0 00 00 0 ' �"Lisan ENGINEERING 120 Graham Way. Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel 802. 4973531 CONSULTANTS w w.ArtisanEng.com REVISIONS BY BELL WU/ 6__b ll ll tl E C A FT3 M 1f— d N P.O. BOX�gp63 HUNTING ON VERMONT 05462 (802) 777-3059 t/J ec Es O DRAWN BY: BKH DATE: 04125118 SCALE: 118 = 1-0' JOB #: 14517 SHEET 1 OF 8 SHEETS C SECOND FLOOR PLAN VIEW �o 0 A�,etisan ENGINEERING 120 Graham Way, Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel 802 497 3531 CONSULTANTS ww .ArtisanEngxom t1i CF M!N PATF1 K "'1014 , STRUCTURAL _ No.496177" E GE SPACE LIVE LOAD = 40 psf v a v V GX er x Giv, xi0 1n1'T - - sir Gx �i.r gy 0.,i� _ xi Fi Gx 0777 o ® o ialo1wel 101 REVISIONS BY BELLWETHER CRf9FT3 M E N P.O. BOX63 HUN`PING tl�g7®N VERMONT 05462 (802) 777-3059 V.e � V C� O J DRAWN BY: BKH DATE: 04125118 SCALE: 118 = 1-0' JOB #: 14517 SHEET 2 2 OF 8 SHEETS -Or Cr B2A O © O 00 0 O EAST ELEVATION OVERVIEW ELEVATION VIEW s a n ENGINEERING 120 Graham Way, Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel802497 3531 CONSULTANTS w w.ArtisanEngzom O REVISIONS BY BELLWETHER M9 F73M EN P.O.�BOXc1 6 HVN 1�y 51 lG 9(�y01 1..1 1 VE1ZMONT 05462 (802) 777-3059 CJ e..d Q O a DRAWN BY.• BKH DATE: 04125118 SCALE: 118 = 1-0' JOB #: 14517 SHEET 3 3 OF 8 SHEETS (tisan ENGINEERING 120 Graham Way. Suite 124 STRUCTURAL Shelburne,. VT 05482 ENGINEERING te1802 497 3531 CONSULTANTS www.Arti<_anEng.com WC, -)I ULVAIIUN UVtKVICW ELEVATION VIEW REVISIONS I BY I �r 1 BELLWETHER P.O.�y7�yyBOX 63 g� ON VERMONT 05462 (802) 777-3059 :AM 2N1 GA4 FIDOR _ J� VJ loon 17/8' Y Lv 0. W. GAR/WORK a-lol-log Vre IplaI LAW - "1111 DATE: 04125118 SCALE: 118 = 1-0' JOB #: 14517 4 OF 8 SHEETS Aj:tisan NGINEERING 120 Graham Way, Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel 802 497 3531 CONSULTANTS www.ArtisanEn g.com IIIIIIIIIIIL REVISIONS BY-] BELLWETHER ���^�7� y- � CRA ll U II 3M {�^N HUNTINGTON (802) 777-3059 "011ie PSHEATHING RBEHIND MEMO I�i���= ► ���,"�►� ►-�'I��/.� tom.//.%1I,- IS CONT111.10111S DRAWN BY. BKH DATE: 04125118 SCALE: Va = f-0' JOB #: 14517 SHEET 5 OF 8 SHEETS TOP OF BEAM 2ND GM/ MZM TOE Or MM 2NDD 10 5 N ro.T61 GARI WORA " HOLD-DOWN PER SCHEDULE, O TYPICAL SIMPSON ST12 STRAP FROM POST TO GIRT ILI aI SILL I I'- II 24' 4'=tt' 50UTH ELEVATION OVERVIEW ELEVATION VIEW REVISIONS BY -,tisan ENGINEERING 120 Graham Way, Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel 802 497 3531 .� CONSULTANTS www.ArtisanEng.com BELLWETHER CR(9F73MEN P.O. BOX 63 HUNTINGTON VEfZMONT 05462 (802) 777-3059 5YU b Q) I- HOLD-DOWN PER SCHEDULE, TYPICAL CD CL (lr 00 I SHEAR WALL IS CONTINUOUS BEHMD OUTBUILDING DRAWN BY.• BKH DATE: 04125118 SCALE: 118 = 1-0' JOB #: 145 f 7 SHEET 6 6 OF 8 SHEETS 0 n ENGINEERING 120 Graham Way,. Suite 124 STRUCTURAL Shelburne, VT 05482 ENGINEERING tel 802 497 3531 CONSULTANTS www.ArtisanEng.com ,I[Y PATRIC�, "G." STRl1C<T4JML No. +40177 5HEAR YV LL 5GHEUULE SHEAR WALL NOTES: 1. 5TA66ER NAILING PATTERN WHERE 5TAP1 E5 ARE SPACED 3"oG OR LE55, 2. FASTENERS SHALL BE 16ga x 1-1/2 LONG 5TAINLE55 STEEL STAPLES WITH MINIMUM 7/16" GROWN. 3. ANCHOR BOLTS TO HAVE A MINIMUM OF 6" EMBEDMENT DEPTH 4. ANCHOR BOLT5 TO HAVE A STEEL PLATE WA5HER UNDER EACH NUT NOT LE55 THAN 0.229"x3"x3" 5. 055 AND ZIP 5HEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY TO FRAMING. PLYWOOD 5HEATHING MUST BE APPLIED HORIZONTALLY TO 5HEATHING. REFER TO 5HEATHIN6 LAYOUT Dr -TAIL PLAN MARK SHEATHING SHEATHING EDGE CHORD 5HEATHIN,5 FIELD NAILING BASE CONNECTION TO FOUNDATION HOLD-DOWN AT FOUNDATION NAILING ONE LAYER - 15/52" 5/8" dia HILTI KB-3 AT 48" oc 5W1 5TRUCTURAL 1 5HEATHIN6 16ga 57APLE5 16ga 5TAPLE5 AT OR NOT REQUIRED (BLOCK ALL PANEL EDGES) AT 6" or, 12" oc 5/8" dia F1554 GRADE 36 HEADED ANCHOR BOLT AT 48" oc SIMPSON HDU4-SD52.5 FASTENED WITH (10) 5D5 1/4x2-1/2" 5GREW5 ONE LAYER - 15/52" 5/8" dla HILTI KB-3 AT 48" oc WITH 5/8" dia F1554 GR36 HEADED 5W2 STRUCTURAL 1 5HEATHIN6 16ga 5TAPLE5 16ga STAPLES AT OR ANCHOR BOLT, MIN 9" EMBED (BLOCK ALL PANEL EDGES) AT 4" oc 12" oc 5/5" dia F1554 GRADE 36 HEADED OR ANCHOR BOLT AT 48" oc SIMPSON 5TH010 CA5T-IN-PLACE STRAP WITH (28) 16d 51NKER5 INTO TIMBER SIMPSON H1;)U4-5D52.5 FASTENED WITH (10) 5015 1/4x2-1/2" 5CREW5 ONE LAYER - 15/32" 5/8" dia HILTI KB-3 AT 52" or, WITH 5/8" dia F1554 GR36 HEADED 5W3 STRUCTURAL 1 5HEATHING 16ga STAPLES 16ga STAPLES AT OR ANCHOR BOLT, MIN 9" EMBED (BLOCK ALL PANEL ED6E5) AT 5" oc 12" oc 5/8" dia F1554 GRADE 36 HEADED OR ANCHOR BOLT AT 52" oc SIMPSON 5THD10 CAST -IN -PLACE 5TRAP WITH (28) 16d 51NKER5 INTO TIMBER 51MP50N HDU4-5D52.5 FASTENED WITH (10) 5D5 1/4x2-1/2" 5CREW5 ONE LAYER - 15/52" 163a 5TAPLES 5/8" dfa HILTI K13-3 AT 24" oc WITH 5/8" dfa F1554 GR36 HEADED 5W4 STRUCTURAL 1 5HEATHING AT 2" or, 16ga STAPLES AT OR ANCHOR BOLT, MIN 9" EMBED (BLOCK ALL PANEL EDGES) (SEE NOTE 1) 12" oc 5/8" dia F1554 GRADE 36 HEADED OR ANCHOR BOLT AT 24" oc SIMPSON 5THD10 CAST -IN -PLACE STRAP WITH (28) 16d 51NKER5 INTO TIMBER SIMPSON HDU8-5D52.5 FASTENED WITH (20) 5D5 1/4x2-1/2" 5CREW5 ONE LAYER - 15/32" 16ga STAPLES 5/8" dia HILTI K5-3 AT 24" or, WITH 7/5" dia F1554 GR36 HEADED 5W5 5TRUCTURAL 1 5HEA7HING AT 2" oc 16ga STAPLES AT OR ANCHOR BOLT, MIN 9" EMBED (BLOCK ALL PANEL ED(5ES) (SEE NOTE 1) 12" or, 5/8" dia F1554 GRADE 36 HEADED OR ANCHOR BOLT AT 24" oc SIMPSON STHD14 CAST -IN -PLACE STRAP WITH (5) 16d SINKERS INTO TIMBER REVISIONS BY BELLWETHER P.O. BOX 63 HUNTINGTON VERMONT 05462 (802) 777-3059 DRAWN BY.• BKH DATE: 04125118 SCALE: N/A JOB #: 14517 SHEET 7 5TRUGTURAL CARPENTRY NOTES: 1. STRUCTURAL LUMBER 6RADES A. STRUCTURAL TIMBER FRAMIN6 a. EASTERN HEMLOCK No. 2 - PULL SAYVN b. DOUGLAS FIR No. 1 DENSE FULL SAWN 2. ROOF SHEATHIN6 APA RATED SHEATHIN6,'5/S" APA RATED PANELS, SPAN RATIN6 AS REQUIRED TO SUPPORT SPACIN6 INDICATED; EXP05URE DURABILITY 1 A. ROOF DIAPHRA6M FOR LATERAL_ LOAD RESISTANCE AND TRANSFER TO BRAGIN6 SYSTEM. B. INSTALL LONG PANEL EDGE PERPENDICULAR TO ROOF JOISTS G. FASTEN TO ROOF FRAMIN6 WITH 10D RIN6 SHANK NAILS AT 6" OG AT DIAPHRA6M PANEL ED6E5, AND ALON6 BRAGIN6 LINES, AND 12 OC AT INTERMEDIATE FRAMING MEMBERS. 5. WALL SHEATHIN6: A. APA RATED SHEATHING, 15/52" STRUCTURAL 1 PANELS, SPAN RATING AS REQUIRED TO SUPPORT 5PAGIN6 INDICATED; EXPOSURE DURABILITY 1. a. INSTALL LONG EDGE PERPENDICULAR TO WALL 5TUD5 b. MINIMUM FASTENIN6 16ga STAINLE55 STEEL STAPLES AT 6" Or. AT PANEL ED6E5 AND 12" OC AT INTERMEDIATE FRAMING MEMBERS 4. ALL LIGHT GAGE METAL CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRON6 -TIE OR APPROVED EQUIVALENT. INSTALL CONNECTORS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS. S. MANUFACTURED WOOD PRODUCTS, IF STORED PRIOR TO INSTALLATION, SHALL BE PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE 50 THEY ARE NOT DAMAGED. THEY SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, AND ANY SHOP DRAWIN65 AND INSTALLATION 5U66E5TION5. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STPIE55ES BEYOND DESIGN LIMITS ARE NOT PERMITTED. SAFETY BRAGIN6 15 TO BE PROVIDED BY THE INSTALLER TO KEEP THE FRAMING STRAIGHT AND PLUMB AS REQUIRED, AND TO ENSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL MEMBERS AND THE ENTIRE SYSTEM UNTIL THE SHEATHIN6 MATERIAL 15 APPLIED. 6. PLACE HORIZONTAL MEMBERS, GROWN SIDE UP. 'i. CONSTRUCT LOAD BEARIN6 FRAMING AND CURB MEMBERS FULL LENGTH WITHOUT SPLICES. b. WHERE TONGUE AND GROOVE PLYWOOD 15 USED, FULLY ENGAGE TONGUE AND GROOVE EDOES, 11. SECURE SUB -FLOOR SHEATHING WITH LONOER ED6E PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS 5TA66ERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB -FLOOR 6L..UE AND FASTENERS. 10. ALL Y+IOOD IN CONTACT WITH CONCRETE OR EXPOSED TO THE ELEMENTS SHALL BE PRE5ERVATIVE PRESSURE TREATED. 11. REFER TO IBC 2504.11.1 FOR MINIMUM FRAMING CONNECTION FASTENERS, UNLESS NOTED OTHERWI5E, BA515 OF PE51ON: 1. DESIGN CODES A. MA55AGHUSETT5 RESIDENTIAL CODE B. IRG (INTERNATIONAL RESIDENTIAL CODE) 2009 G. ASCE i-05 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) 2. DEVON DEAD LOADS A. ROOF DEAD LOAD - 15 p5f B. FLOOR DEAD LOAD - 15 p5f 5. DESIGN LIVE LOADS a. FLOOR LIVE LOAD - 40 p5f b. HAY STORAGE AT SECOND FLOOR OF MAIN BARN - a. 40 p5f TOTAL LIVE LOAD AS SHOWN b. 120 p5f TOTAL LIVE LOAD WITH OPTIONAL CENTER COLUMNS BELOW BEAMS 4. SNOW LOAD A. GROUND SNOW LOAD - 50 p5f B. ROOF SNOW LOAD USE 50 p5f FLAT ROOF C. SNOW EXPOSURE FACTOR, Ce - 1.0 D. SNOW LOAD IMPORTANCE FACTOR, 15 - 1.0 E. THERMAL FACTOR, Ct - 1.2 F. PLUS DRIFTING AS APPLICABLE 5. WIND LOAD A. BASIC WIND SPEED - 115 MPH B. WIND IMPORTANCE FACTOR, I - 1.0 G. BUILDING CATEGORY - II D. WIND EXPOSURE - G E. BASIC DE516N WIND PRESSURE - 24.5 p5f F. INTERNAL PRESSURE COEFFICIENT - +/ - 0.15 6. STRUCTURAL MATERIAL MANUFACTURER'S UTILIZED FOR DESIGN A. POWDER ACTUATED FASTENERS, EXPANSION BOLTS, ADHESIVE ANGHORINO SYSTEM - HILT], INC, B. FLOOR, ROOF AND WALL WOOD SHEATHIN6 - ADVANTECH SHEATHIN6 BY HUBER ENGINEERED WOODS G. LIGHT 6A&E METAL CONNECTORS, JOIST HANGERS, TIE DOWNS - SIMPSON STRONG -TIE, /- t i s (OEI n ENGINEERING 120 Graham Way. Suite 124 STRUCTURAL Shelburne, VT C5482 ENGINEERING tel 802 497 3531 CONSULTANTS w w.ArtisanEngxom REVISIONS UA BELLWETHEI P.O. BOX 6 VERMO�T 03462 (80 2) 7 30,59 DRAWN BY.- BKH DATE: 04125118 SCALE: N/A JOB #: 14517 SHEET 8 OF 8 SHEETS