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HomeMy WebLinkAboutGARRETT FAMILY MARKET PLAN j. Cq s" GARRETT FAMILY MARKET 1617 Falmouth Road , Centerville , Massachusetts For Construction - 1 /21 /2020 r3 DRAWING INDEX go Cover Sheet A-0.1 Symbols, Legends, Notes and Building Code Info 1/4" = 1'-0" A1.1 Floor Plan 1/4" = 1'-0" �7 A1.2 Layout Plan 1/4" = 1'-0" A1.3 Reflected Ceiling Plan 1/4" = 1'-0" 0 C= A1.4 Roof Plan 1/4" = TV A2.1 Exterior Elevations-Sheet#1 1/4" = 1'-0" Q A2.2 Exterior Elevations-Sheet#2 1/411if-ON LL A3.1 Wall Sections-Sheet#1 3/4" = 1'-On A3.2 Wall Sections-Sheet#2 3/4" = 1'-0" A3.3 Wall Sections-Sheet#3 3/4" = 1'-0" A3.4 Plan Details 11/2" = 1'-0" A3.5 Section Details 11/2" = 1'-0" A3.6 Ceiling and Roof Section Details 11/2" = 1'-0" A4.1 Schedules and Details As Noted A4.2 Not Used As Noted A4.3 Toilet Room Plan and Elevations 1/4" = 1'-0" S1.1 Foundation Plan 1/4" = 1'-0" S1.2 Framing Plan 1/4" = 1'-0" S1.3 Steel Elevations 1/4" = 1'-0" CA S1.4 Foundation Details 3/4" = 1'-0" S1.5 Steel Details 3/4" = 1'-0" CU ON, CD LOCUS PLAN Not to Scale Not OWNER: ENGINEER OF RECORD: a rrettlmVreeland Design Associates F��"°F ki Ss �� q�y o DAVID h. � An integrative approach to design, VREEFAMILY MARKET IAND engineering, and site planning 3 No..4636317 Contact: David Vreeland, PE VOLTA OIL COMPANY, INC. 1 Roberts Rd., Plymouth, MA 02360 116 River Rd., Leyden, MA 01337 �ssr G �� Phone (508) 747-3778 - Fax (508) 747- 3658 Phone (413) 624-0126 - Fax (413) 624- 3282 ARCHITECTURAL ABBREVIATIONS GENERAL NOTES SYMBOLS & AND FIXT. FIXTURE OPER. OPERATOR V. VENT 1. The term"work"as used in these notes shall include all provisions as drawn or specified in these documents as well as all other provisions specifically included b the V.B. VAPOR BARRIER p P P p Y Y A E Window designation @ AT FL. FLOOR FLUSH OPNG. OPENING Owner in the form of drawings,specifications and written instructions. g AIR FLASH. FLASHING OPP. OPPOSITE V.C.T. VINYL COMPOSITION TILE g P A.B. ANCHOR BOLT (S) FLDG. FOLDING VERT. VERTICAL 2. Before submitting a bid,the Contractor and all sub-contractors shall visit the premises to become familiar with the existing conditions and the extent of work required ABV. ABOVE FL.GL. FLOAT GLASS VEST. VESTIBULE to complete the project. Door reference A.C. AIR CONDITION (ING) FLUOR. FLUORESCENT PART.BD. PARTICLE BOARD VIN. VINYL ACOUS. ACOUSTICAL F.O.C. FACE OF CONCRETE PART. PARTITION V.J. V-JOINT *::Room PC. PIECE VNR. VENEER 3. Contractors shall not submit a bid for this work unless they are fully qualified and licensed by the state in which the work is to be performed.A.T.C. ACOUSTICAL TILE CEILING F.O.F. FACE OF FINISH PC. PERIMETER V.T. VINYL TILE number ADDL. ADDITIONAL F.O.M. FACE OF MASONRY 4. If the contract drawings are found to be unclear, ambiguous or contradictory,the Contractor must request clarification from the architect in writing before proceeding with that ADJ. ADJUST(ABLE) ADJACENT F.O.S. FACE OF STUD PERF. PERFORATE (D) part of the work. A.F.F. ABOVE FINISH FLOOR F.P. FIREPROOF (ING PERP. PERPENDICULAR (TO) W. WEST WIDE WASTE ALT. ALTERNATE F.R. FIRE RETARI�AN� PL. PLATE � � 5. The design professional shall be available to visit the site when requested, if a condition exists that requires observation or action by the architect or engineers,the Contractor 3 Wall type s P.L. PROPERTY LINE W/ WITH shall notii y the Owner and architect or engineer. yp ALUM. ALUMINUM FR. FRAME P.L. PLASTIC W.B. WOOD BASE A.P. ACCESS PANEL F.R.P. FIBERGLASS REINFORCED PLASTIC PL S. PLASTIC LAMINATE W.C. WATER CLOSET 6. The Contractor shall be familiar with provisions of all applicable codes and shall insure the compliance of the work with all local, state and national codes. the most Detail number APPROX. APPROXIMATE (LY F.R.T. FIRE RETARDANT TREATED W.C.O. WALL CLEANOUT stringent shall govern. 5 ARCH. ARCHITECT (URAL� FT. FOOT FEET PLUMB. PLUMBING ARCH. ASPHALT FTG. FOOTING PLYWD. PLYWOOD WD. WOOD 7. These documents do not include the necessary components for construction safety, care of adjacent properties Burin construction,compliance with state and federal regulation A5.1 Sheet on which detail WDW. WINDOW LIOR z- ANGLE METAL FUR. FURRING P.M. PRESSED METAL regarding safety,and compliance with requirements specified in the Owner/Contractor is shall be the ontractors responsibility. ANGLE DEGREES) FURN. FURNISH ED W.G. WIRE GLASS, WALL GATE is drawn ) FUR FUTURE ( ) PNL. PANEL W.H. WALL HUNG WALL HYDRANT PNLG. PANELLING W.I. WROUGHT IkON 8. The Contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods,techniques and safety procedures and for F.V. FIELD VERIFY POL. POLISHED W.M. WIRE MESH WATER MAIN, coordinating all portions of the work. Section number B.C. BOTTOM OF CURB, BRICK COURSE, POS. POSITIVE WATER METER 7 BLOCK COURSE PR. PAIR W/0 WITHOUT 9. Do not scale drawings. use written dimensions for all measurements. all dimensions are to face of framing, masonry or centerline of columns and windows unless otherwise noted. BD. BOARD GA. GAUGE PRE.CONC. PRECAST CONCRETE WP. WATERPROOF ING A2.2 < Sheet on which section BEL. BELOW GAL. GALLON �SP PRKG. PARKING ( ) BIT. BITUMINOUS CONCRETE �gLV' GRAB BARD PT. POINT W.PT. WORK POINT 10. The Contractor shall secure all permits and fees incurred in the completion of the project, including, but not limited to building permits,water,telephone and electric service connections, is drawn B.L. BUILDING LINE P.T. PRESSURE TREATED WT. WEIGHT certificate of occupancy surveys and inspections. W.W.F. WELDED WIRE FABRIC Section or detail number BLT. BUILT G.C. GENERAL CONTRACTOR PTD. PAINTED 11. Scope of work;The Contractor shall include and provide all labor, materials,equipment, transportation and pay all expenses incurred in the proper completion of the work necessary BLDG. BUILDING GEN. GENERAL PTD. PARTITION W.W.M. WELDED WIRE MESH for production of a complete, habitable project, including but not limited to sitework,architectural,structural, plumbing, HVAC, electrical and fire protection. Section or detail title BLK. BLOCK G.I. GALVANIZED IRON P.V.C. POLYVINYL CHLORIDE BLKG. BLOCKING GND. GROUND YD. YARD 12. Insurance:workman's compensation as required by law, and public liability shall be carried by the Contractor 1 FLOOR PLAN GR. GREASE GRADE BM. BOTTOM GRAN. GRANITE Q.T. QUARRY TILE 13. Guarantee:the Contractor shall guarantee all materials and workmanship furnished and installed by him, or his sub-contractors for a period of one(1)year from the date of A1.0 SCALE: 114"=l'-0" BRK. BRICK GRAY. GRAVEL acceptance and shall replace any defective work within that period without expense to the Owner and pay for all damages to other parts of the buil ding resulting from defective work BSMT. BASEMENT G.W.B. GYPSUM WALLBOARD within ten (10)days after it is brought to his attention. Sheet number BULL. BULLETIN R COEFFICIENT OF THERMAL H.B. HOSE BIB RESISTANCE 14. Protection:the Contractor shall be responsible for his work and that of his sub-contractors for losses and damages to equipment, tools,m and materials used in conjunction with the work CAB. CABINET H.C. HOLLOW CORE R. RISER RADIUS and for acts of his employees. C.B. CATCH BASIN HDR. HEADER R.A. RETUf�N AIR MATERIALS C.D. CEILING DIFFUSER HDWR. HARDWARE RAID. RADIUS 15. Cleaning up:the Contractor shall, at all times keep the premises from accumulation of waste materials and rubbish and at completion of the work the Contractor shall remove all rubbish CEM. CEMENT HDWD. HARDWOOD R.D. ROOF DRAIN implements and surplus materials and leave the building clean,with painted and wood surfaces clean, all floors waxed and/or polished as required, all glass and mirrors polished. CEM. CERAMIC H.M. HOLLOW METAL REF. REFER REFERENCE HORIZ. HORIZONTAL REFR. REFRIGERATE, (ANT), (ATION), 16. The Contractor is to provide a list of all sub-contractors used to the Owner,complete lete with addresses hone numbers and co ies of all equipment manuals and warranties. Steel Finish wood C.G. CORNER HEATED CCOAT GRIL H.PT. HIGH POINT, HORSE POWER ((ATOR))11 ATED) p p ' p p m C.H. CA HT. HEIGHT REG. NIS`f�R C.1. CAST IRON (PIPE) HTR. HEATER REINF. REINFORCED 17. The Contractor shall provide and install fire extinguishers as required and located by the local fire department and in accordance with NFPA 101 #10 standards. C.I.P. CAST-IN-PL CE HVAC HEATING VENTILATION, & RELOC. RELOCATE O Concrete Plywood C.J. CONTROL JOINT AIR CONDITIONING REM. REMOVE 18. The Owner shall have access to the project for completion of work by him or his sub-contractors. CL. OR r CENTERLINE HYD. HYDRANT REMOD. REMODEL Concrete blk. Cont. blocking CLG. CEILING H.W. HOT WATER RET. RETAIN, RETURN 19. The services performed by the Engineer of Record under this agreement have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the CLO. CLOSET H.W.H. HOT WATER HEATER REQ'D. REQUIRED currently practicing in the same locality under similar conditions, no other representation,expressed or impplied, and no warranty or guarantee is included or intended in this agreement,or in any CM.U. CONCRETE MASONRY UNIT RESIL. RESILIENT report, opinion, document or otherwise. Services are provided based upon the building code in effect on tt�e date of these drawings. Face brick ,,\ Interrupted C.O. CLEAR OPENING,MASONRY CLE UNIT REV. REVISED 0 blocking COL. COLUMN I.D. INSIDE DIAMETER, INSIDE R.H. RIGHT HAND, ROBE HOOK COMP. COMPRESSIBLE, COMPACTOR DIMENSION R.H.R. RIGHT HAND REVERSE Marble Gypsum board INCL, INCANDESCENT R ROOM GENERAL DESIGN CRITERIA Ceiling tile or CONC. CONCRETE INCL. INCLUDE �S) INCLUSIVE RND. ROUND COND. CONDITION, CONDENSER INST. INSTALL( ) R.O. ROUGH OPENING ��/j;: Ceramic tile g bituminous paving CONF. CONFERENCE INSUL. INSULATION INSULATING R.T.U. ROOF TOP UNIT CONN. CONNECTION CONNECTOR INSULATE ( D) ARCHITECTURAL DESIGN CRITERIA STRUCTURAL DESIGN CRITERIA CONST. CONSTRUCTIbN INT. INTERIOR Bo° � Compacted Rigid insulation CONT. CONTINUOUS INV. INVERT International Building Code (IBC) 2009 International Building Code (IBC) 2009 °° ° gravel CONTR. CONTRACTOR SAN. SANITARY COORD. COORDINATE S.C. SOLID CORE - Earth VM Cellulose insulation CORR. CORRIDOR JAN. JANITOR SCHED. SCHEDULE BUILDING CODE DATA (Reference Structural Drawings) CPT. CARPET J.C. JANITOR'S CLOSET SCR. SCREEN C.R. COLD-ROLLED, CEILING REGISTER JT. JOINT S.D. STORM DRAIN, SOAP DISPENSER, 1. Applicable Building Codes: International Building Code(IBC)2015 CS. COURSES JST. JOIST SUBDRAIN Massachusetts State Building Code 780 CMR(Ninth Edition) ENERGY CODE COMPLIANCE INFO. minimum requirements) CSK. COUNTE S NK SDG. SIDING ( q ) with Amendments C.T. CERAMIC TILE SECT. SECTION International Energy Conservation Code(IECC)2015 International Energy Conservation Code (IECC) - 2015 CT. COUNT COURT KIT. KITCHEN SERV. SERVICE CTR. CENTER K.P. KICK PLATE S.F. SQUARE FEET 2. Use Group Classification: M-Mercantile Climate Zone: 5A CU. CUBIC K.O. KNOCKOUT S.H. SPRINKLER HEAD 3. Construction Classification:Type IIB- Unprotected, Non-combustible SH. SHELF Yp p Exterior Conditioned Wall Area: 4,272 S.F. SHT. SHEET A. Allowed Floor Area(Table 506.2): o L. LENGTH SL. SLEEVE Mercantile: 12,500 S.F. (non-sprinklered) Glazing Area: 454.E S.F. (10.6/0) D. DRAIN DOUIBLE ACTING LAB. LABORATORY S.M.H. SEWER MANHOLE B. Actual Floor Area: 4,498 S.F. Building Envelope Requirements Table 402.1,3 DBL. DOUBLE LAM. LAMINATE (D) S.N.D. SANITARY NAPKIN DISPENSER Concrete Slab R-10 DEG. DEGREE LAV. LAVATORY S.N.R. SANITARY NAPKIN RECEPTICLE C. Allowed Building Height(Table 504.3&504.4): DEP. DEPRESSED LB. OR# POUND S.P. SOAP DISPENSER STORM DRAIN, Mercantile: Two story/55 feet(non-sprinklered) Slab Perimeter R-7.5 L.C. LEAD COAT(ED) SPEC (S). SPECIFICATION (S) D. Actual Building Height: One Sto /25 feet Above Grade Wood Framed Walls R-20 DEPT. DEPARTMENT 9 9 ry ( ) LG. LONG SPKR. SPEAKER Window Assemblies SHGC Max. =0.40 D FT DRINKING FOUNTAIN L.H. LEFT HAND SQ. SQUARE 4. Egress Occupancy Load (Table 1004.1.2): L.H.R. LEFT HAND REVERSE S.R. SPRINKLER RISER U Value Max. =0.38 DIA. OR CE DIAMETER OR ROUND Kitchen Area-487 SF1100=5 occupants STA LKR. LOCKER . STATION DIFF. DIFFUSER Mercantile-3,081 SF160=52 occupants Roof Assemblies R-38 DIM. DIMENSION LTL. LINTEL STD. STANDARD Storage-856 SF/300=3 occupants Total Egress Occupant Load +61 0 DISP. DISPENSER LT. LIGHT STL. STEEL Thermal Criteria 5400<HDD65 F<7200 DK. DARK LTG. LIGHTING S.S. STAINLESS STEEL, SERVICE SINK Business-74 SF 1100= 1 occupants STOR. STORAGE LT.WT. LIGHT WEIGHT DN. DOWN STRUCT. STRUCTURAL 5. Fire Resistant Construction (Table 601): D.O. DOOR OPENING SUSP. SUSPEND (ED) Structural Frame 0 Hr PLUMBING FIXTURE COUNT DR. DOMESTIC MACH. MACHINE SW. SWITCH Bearing Walls 0 Hr MAS. MASONRY S.W. SIDEWALK Massachusetts Uniform State Plumbing Code 248 CMR 10.00 D.S. DOWNSPOUT Non-bearing Walls 0 Hr g DWG S DRAWINGS MAT. MATERIAL SYM. SYMETRICAL ( ) ( ) MAX. MAXIMUM SYMB. SYMBOL Exterior Walls > 10' 0 Hr Female Male M.C. MEDICINE CHEST Floor Construction 0 Hr Water Closets: 2 required/2 provided 2 required/1 provided* MECH. MECHANICAL Roof Construction 0 Hr E. EAST MED. MEDIUM T. TREAD Corridors 1 Hr with occupant load over 30(Table 1020.1) Lavatories: 1 required 11 provided 1 required 11 provided FE) EXISTING MEMB. MEMBRANE TAPD. TAPERED Urinals 1 provided* AA EACH MET. METAL T.B. TOWEL BAR 6. Exit Travel: Mop Sinks: 1 provided EL. ELEVATION MFD, MANUFACTURED T.C. TOP OF CURB A. Maximum Exit Distance:200' Three Ba ELEC. ELECTRIC (AL) MFG. MANUFACTURING T.D. TOWEL DISPENSER, TRENCH DRAIN y Sinks 1 provided (connected to grease traps) ELEV. ELEVATOR MFR. MANUFACTURER TEL. TELEPHONE B. Actual Exit Travel Distance:59' Hand Sinks: 1 provided EMER. EMERGENCY M.H. MANHOLE TEMP. TEMPERED C. Maximum Common Path of Exit Travel: 75' Reference Floor Plan ENCL. ENCLOSURE MIN. MINIMUM T&G TONGUE &GROOVE D. Actual Common Path of Exit Travel: 51' ENT. ENTRANCE MISC. MISCELLANEOUS THK. THICK EQ. EQUAL MLDG. MOULDING THR. THRESHOLD 7. Remote Exits: EQUIP. EQUIPMENT M.O. MASONRY OPENING T.P. TOP OF PAVEMENT A. Maximum Interior Diagonal Building Dimension =92 Feet E.W. EACH WAY MOD. MODULE MODULAR T.P.D. TOILET PAPER DISPENSER 9 9 E.W.C. ELECTRIC WATER COOLER MTD. MOUNTEb T.O.C. TOP OF CONCRETE B. Remote Exit Door Distance Apart= 46 Feet(> 1/2 of 121 Feet) E.W.H. ELECTRIC WATER HEATER MTG. MOUNTING, MEETING T.O.F. TOP OF FOOTING 8. Required Egress Width: EXIST. EXISTING MULL. MULLION T.O.S. TOP OF STEEL/SHELF EXH. EXHAUST T.O.W. TOP OF WALL A. 61 Occupants x 0.2 In. = 12.2 In. (or Min. 36 In. Clear Door Opening) EXP. EXPANSION TOL. TOLERANCE B. Actual Egress Width= (3)x 36 In. EXPD. EXPOSED (N) NEW TRAN. TRANSOM EXP.JT./E.J. EXPANSION JOINT IV. NORTH TRANSF. TRANSFORMER 9. Fire Suppression System: EXT. EXTERIOR NAT. NATURAL TV TELEVISION NEG. NEGATIVE TYP. TYPICAL Mercantile fire area exceeds 7,500 square feet: NIA System N.I.C. NOT IN CONTRACT 10. Fire Alarm S IBC 907.2.7 F.A. FRESH AIR, FIRE ALARM NO. OR# NUMBER Y ( )' F.C. FIRE CODE NO. NOMINAL UC. UNDERCUT A fire alarm will be provided for this building. F.C.O. FLOOR CLEANOUT N.T.S. NOT IN SCALE U.F. UNDERFLOOR . . . FD. FLOOR DRAIN, FIRE DAMPER U.H. UNIT HEATER FDN. FOUNDATION U.L. UNDERWRITER'S LABORATORY F.E.0 FIRE EXTINGUISHER CABINET O.A. OVERALL OUTSIDE AIR UNEXCAV. UNEXCAVATED F.F. FINISH FLOOR O.C. ON CENTER UNFIN. UNFINISHED F.H.C. FIRE HOSE CABINET O.D. OUTSIDE DIAMETER. OUTSIDE U.N.O. UNLESS NOTED OTHERWISE FIN. .GR. FINISH GRADE DIMENSION U.O.N. UNLESS OTHERWISE NOTED FIN.FL. FINISH FLOOR OFF. OFFICE UR. URINAL O.H. OVERHEAD Owner: Engineer of record: New construction of: Title Info.: No. Revision N of 44s Date: 1/21/20 Vreeland Design Associates Garrett s Family Market SYMBOLS, LEGENDS, NOTES & BUILDING CODE INFO. 1 z° VRVII�AND An integrative approach to design, 1617 Falmouth Road 2 a CIVIL .463 Gare 11111W "SFlo.46317 rettengineering, and site planning 3 9`` !S76F'�' Contact: David Vreeland, PE Centerville, Massachusetts -, L G� FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 0.9 1 2 3 4 5 6 6.1 98'-5" I Overall 20'-0" 60'-11" 17'-6" / Columns 3111,911 19'-0" 10" 17'-6" - __ 20'-101/2" 20'-101/2" 10" 16'-6" 9" Projections i iF Coordinate concrete 3�� 19'-3" T-4112" sidewalks with Site Plan CT cabinet and electric meter E location e34 Wall hydrant 3 g G 1La�der , ide 107a — GFI receptacle — A2 2 — A3.3 — _ — A3.2 — — — A4.3 Downspout locations(DS) �' DS D DS i o � 51 -15, / A / DS . � � 54 -59 �- z A t F Y ) x Tw— ,, 1 , r �� t 1. t 1 r MzT v-i �r Electrical service — '' 125°-2'- 2 --� UTILITY 104 n �-OA 22'-10112" 16'-8112" 9'-51/4" -110'-31/4`' - / - �d I 3112° MEN'S ROOM 3112 WOMEN'S ROOM 5112" 2112" j I 110 110a ff] CIO N l SE VICEICU CO RIDOR 0 F.D. �€.D. �, = COOLERIFREEZ R \T1 Urinal °° Co = E \, O I N ��' 105 0 Lo- I7'x 15' / `� `s „ HALL 109 I Plumbing chase wall i....- / � x 108a H.D. ` N � OFFICE � H.D.® _ o WALK-IN COOLER ff] M 108 - = 111a 45 -0 0 d o " BACKROOM '' _ `" 0 15 28"doors' I I. o 2 � ) CN T-i4" _ °� — —1i0*-10172"- �, — 1 lb 5'-1" 11-3 314 5-1 1/2/ 31/2 5-91/2 �, 103 / �c 3112' - _ _ 3112 31/2° 31/2" Hand Undercounter Turbo Chef = <9, Xp sink refrig. EXI I Veeder N 3'0"x 6'8" - 2 `°° c F.D.® 4 Root M DO cased opening M Lottery / + ° �� _ 77 55 - 8 �o� A2.1 �; O i�+t`� 106a X o FOOD LINE — — — — — — — — — — ,�� — — — 1 2 3 112a o ,o �' Back,bar,cigarette dis . _- O �d� �� N O N ¢ Fire alarm � 0 /47_� h,. Ord FDA �� — M� 106 , ' 5'-1" , stat 12-4 31/2 10-1 31/2 14-0 N ��j, � 4 -1 T A 135 -0 I Cold Cold Hot 5 \ >T / TRANSACTION3504 = O 11 : N h� _ -- - � �� 3" WH \ �F°� Line of GWB soffit above. ° i 6 << ° �`� = See Reflected CeilingPlan `� \` � \ �� o _ . _ �_...�� V 45°-0' `be�� / j- A • �� 7 1440-58'-6" / Transaction counter heigh �t Lotto �� ; \ N. Mop sink ! 36"AFF b others .. / o B11'-0 3/4" 2'-0 314" >> ..........._........._ ..... \a��r' C 5112° Water � ? f � Condiments /� ..-.- _ .._ _ __. . . - .,`" ���� °°a'` A3.4 "' 1 3a o, / 0 service ___ -,` 75 Cold G&G mold G&G 7 I [Exit Travel Distance=59' 3" ��� / A3.2 e �� �s o sti�� ss �� \ 10 o A3.3 Line of GWB soffit above. / �►� 5'-13 4" > See Reflected Ceiling Plan �, ` 6" — — — — — — — — — — — — — — — � - I' — — — — — — — — - - - - - - -� J e o F / Os Os y5r � - I , �`� _.... I SALE AREA II I I I I COFFEE 102 BAKED GOODS FPO 0 I ®F.D. / o EL. 0-0 (DATUM EL.) A3.4 LO N N PERGOLA N N : �a/ 13 ;; I See xterior Elevations I j _ a � I . I — — — — — — — — — — — I ` I SEATING \. Line of GWB soffit above. o h I I I cx� o I / See Reflected Ceiling Plan 14 5 ,� I 11 1/2 (10 Seats) 72 81/4 10 51/4 13 10112 Y I I I m 31/2" 1' 15 21/2" / - 350 0, ATM , oor 1) Door - Display Shelving Display Shelving Display Shelving Di Shelving or"' �1) ree er Freezer �2) eezer tA3:�4�' —�.... _I i __ Ann . (DD •r) , r•. <„x ', � — — —00 — — — J , ' rr x' .,.. , rr a .,.. A x .., z X. x x .,...z r , , -:-" i t..: z r..r',. .>� ,. ,. .. A�r. z. a. .. 3:,. 3 ,. ,' :. r r ? X _..,'?6rf Cl� 777F i I I I I 100a AO _ CON Sk - B © I I © I I �� I I �, © ��I r - - - - - - - - —51�1�f1a1k- - - - - - - — — — i 0 UE I i �\ `fl �� CIO Wall hydrant A3.4 - - - - - - - - - - - - - - - - - - - - - — - - - - - �L _ Kn bpi - - - - �. -- 0A3.4 o' o o' 1 2 3 3 C D 4 J — 2 - - - K 1 5 c� GFI receptacle I I A3.1 A3.1 A31 A3.1 A3 4 I A3.4 A3.2 A3.4 I A3.1 A3 4 A3.1 %�2 I I _ ... - -_ .......... ....................._ .._.. - - - - _ _ _ _ _ _ _ _ __. ._... .. _._.... . .. ........................ ........_._..... .... _ ...._. ..__. ......... .............. .. L _.. _. ............................. ......... ___.. .._.....-.._._. .. ............_....._.......... .. .............................................._........ .... .....___.........._._._.........._.......- 15'-9112" 2'0" 3'-10" 2'-0" 3'-10" 2'-0" 3'-10" 2' 8"— 3'-3 314" — — — — — — —12'-01/2"— — — — — — — 3'-3 314" 2' 8" 3'-10" 2'-0" 3'-10" 26'-8" Openings 0 2112° Ram down Ram down Awning above Awning above Awning above Awning above 2112' 112' Awning above Awning above 2112" Sheer Wall p Coordinate all sidewalks Coordinate concrete 4'-8" 33'-81/2" 2' 8" 18'-8" 2' 8" 10'-1" 1:12 slope 20'-8" 1:12 slo a 5'-91/2" 6' Masonry with Site Plan sidewalks with Site Plan Br ck Veneer Metal canopy above Brick Veneer Wood slats 1'-6" 20'-2" 18'-0" 21'-4" 18'-51/2" 18' Columns Max. 6"high concrete curb _ - - an In us , __ __.._......_....._.....�......----'--..._....----.._._.__.._......_..................... .. . _. .. __ ..,. _ . _,.. _.Overall._. wi ;pavemen i 1 i 2.1 3.1 4.1 J4. FLOOR PLAN FLOOR PLAN NOTES 4,498 Square feet gross area Scale: 1/4"�1'4' / 1. Reference A1.2 Layout Plan for Floor Plan Key Notes. 2. Reference A1.2 Layout Plan for simplified wall locations and accessible clearances. CALLED NORTH 3• Coordinate all interior equipment and fixtures with Moseley Design Intent Drawings and Joint Venture tenant. Owner: Engineer of record: New construction of: Title Info.: No. Revision 4 JH ofs Date: 1/21/20 Vreeland Design Associates Garrett s Family Market FLOOR PLAN 1 1/14/20 Plan Revisions 3c���VRAV1AMD �y�+ An integrative approach to design, 1617 Falmouth Road 2 u cwi3 engineering, and site planningGalahrrett's 0.46317 Centerville, Massachusetts S, Contact: David Vreeland, PE 3 FS r'fST�P�w� FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 Al I Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 0.9 1 2 3 4 5 6 6.1 98'-511 20'-011 60'-11" 17'-611 3" 9" 19'-011 101, 17'-611 20'-101/2" 20'-101/2" 10" 16-6" 9" Jp" 19'-3" k I r I 3 E &34 9G 1 107aA2.23.2 A4.3 E ` �DS �� D DS A 51°-15i �? ti DS�? 54°-59' 1211 - I , H � UTILITY 104 I - �Lm--------- 1*. 1/ iLJ! 125 -2' 2 I clr. I I o / 00 22'-101/211 16, III 81J21 9'-5114" �10'-31/4" N \ -- --- I 3112" ti ' 1! 31/2 51/2" 21/2" !` �N S RO'IW ! WOMEN S ROOM 111 SERVICE ===71 C V 11 I \ CORRIDOR ®F.D. 2'�min , . 61 o COOLER/FREEZ R 107 I N ; 10 min.: \�° ° 105 0 LoHALL `I -- ---- -----,--- z, \ T--- ,-�-/�:I I I _H.D.® „ _ dFFICE - I / 1 M \ - _ I I y/ ° 1 WALK-IN COOLER 112 + v 108 �,I 1-6 111 a w I 45 -� 0 N o BACKROOM ® "' min. - - - - 5-1 -1 1'-3 3/4" P Co 103 T-4" - - i - 11 -M 112 M M - 107b I 11 '-1.112" 31/2" 5'=9It N co N 3112' - - 31/2" 31/2"--- _-----' 31/211 -- CO�a - --- ------- / ��� - / Ll II - � / _ - - - - o " \ '�Q 55 - 8 ,��� /� L106a FOOD LINE i °, / � i - � - - - - - - - - - - - - 112a 4 \ M 5-1 /,I - - - -12-4 - - - - - 31/2 101 3112 140 \ A2.2 F.D. �t� 106 % 1 n n n 1- " " 1 n \ _ - - - - _ - - - - _ - , 31/2 21/2 / Line of valance at 9-6 AFF \\ /\ N /� TRANSACTION 35°-1' N 38°-45" - - - - - - - - - - - - - - 101 \ , - - - - - - s- Valanc above cooler to ceiling 1 311 / / J� \ _ " O \v A ° ,' FLOOR PLAN KEY NOTES ° CD �_ I \ 45 0 1. All dimensions are to wood stud framing face of masonry, or centerline of columns \\ 144 -5%8-6 r � M `�' unless otherwise noted. Reference Walt Sections for exterior wall construction. 34°- T-211 1 V-0 3/4" 2'-\3 4-'-, ?� ��Line of valance , B 11 at 9'-6"AFF 2. Typical interior wall construction (unless noted otherwise): \ UA3.4 51/2 � ? , 5/8 gyp. board each side of 2 x 4 wood studs at 1-4 o.c. (substitute 1/2 plywood at FRP locations). All interior walls are non-bearing; See Reflected Ceilin Plan `�' 103a g for Slip Track Detail. Provide pressure treated framing when in contact with concrete. 3. All stud framing is to extend to underside of roof deck unless noted otherwise. 4. Joint Venture fixtures and appliances shown are not in this contract and are indicated for I 6 I required connections and clearances only. Coordinate with Joint Venture fit-up tenant. A3.2 7 I 5. Verify all door,window and equipment rough opening sizes with manufacturer prior 'I've to construction. A3.3 I 6. Coordinate site utilities and landscaping with owner prior to construction. 00 ti c I 7. Coordinate mechanical and utility chase locations with associated subcontractors. `" I 6" - - - - - - - - - - - - - - - Line of valance prior to construction. C I - - - - - - - -� at 9'-6"AFF 8. Provide fireblocking as required to cut-off all vertical and horizontal draft openings SALES AREA and to form an effective fire barrier between stories,at ceiling levels,soffits, dropped I ceilings,and at the mid-point of all wood framed walls. COFFEE 1 22 BAKED GOODS 100 I o N I 9. Provide 3M CP-25WB+fire barrier caulk at all top of wall electric and plumbing N N F.D. penetrations thru top plates as a one part fire and smoke intumescent sealant. 6 i 10. Reference exterior elevations for window model numbers and heights. Windows are i A3.4 �' PERGOLA A3.2 I thermally broken aluminum storefront with clear insulating glass. j 11. Provide access panels at all mechanical equipment,shutoffs and required appliances. I Clearly note locations on ceiling or adjacent walls. I I \ 12. See Cover Sheet for Building Code information. �o�\ x ° I F_ I I SEATING 11 1/2" ; 72'-81/4" 10'-51/4" 13'-101/2" 31/2" 1 �� 21/2" - 11 0/2'I I I -----------, 135°-0'co I I ; - -- - --- I I I I &A34 M - - - - - - - - - - - - - - - y E Cl)oil F T i i I � i a I I I I �, r - - - - - - - - - - - - - - - - - - - - i UE l --- - - - - - - - - - - - - - - - - - - _ - - - - - .L - _ l� - - - - - go 1 2 3 3 - 6A3.4 I D 4 J I 2 K 1 Z5:- - A3.4 A3.1 A3.1 A31 A3.1 A3.4 A .2 A3.4 A3.1 A3 4 A3.1 A3.2 '--- ---- I - -- - - - _ ....... ........ ........ -- - - _ - - __ - .. .................... - 15'-91/2" 2' 0" 3'-1011 2'-011 3'-1011 2'-0" 3'-10" 2' 8" 3'-3 314" 12' 0112" 3'-3 3/4" 2' 8" 3'-1011 2'-011 3'-10" 26'-8" H HH 21/211 21/2' 1/2' 21/2" 4'-811 33'-81/2" 2' 8" 18'-811 2' 8" 10'-111 20'-8" 5'-91/2" 6' 20'-211 18'-011 21'-4" 18'-51/2" 18' 11 ' _.. 98.11---.. . _._._ ... __ _ _. ........ - I ' - j I I 1 2.1 3.1 C41 I 4. I ' 9) LAYOUT PLAN 4,498 Square feet gross area Scale: 1/4" T-0" I CALLED NORTH Owner: Engineer of record: New construction of: Title Info.: No. Revision ��,�a�� Date: 1/21/20 Vreeland Design Associates Garrett's Family Market LAYOUT PLAN 1 g a DAVIDA.s yG An integrative approach to designarrett's, , 2 a CI IL g pp g 1617 Falmouth Road y RE ND m .m engineering, and site planning No.as317 a` Contact: David Vreeland, PEFAMILY MARKET Centerville, Massachusetts 3SS, GIST�e 116 River Rd., Leyden, MA 01337 4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1 1/10/20 1 Al 2 0.9 1 2 3 4 5 6 6.1 98-5 CEILING PLAN KEY NOTES J 1. Acoustical ceiling tiles to be'Armstrong' Ultima-Lay-in Color-White. 20'-011 60'-11" 17'-611 Joint Venture and Backroom ceilings to be'Armstrong'LlItima Health Zone' Lay-in washable ceiling tiles. See plan and schedule for tile and grid sizes. 2. Tyyppical gypsum wallboard ceilings: 3" 9" 19'-0" 10" 17'-6" 20'-10112" 20'-10112" 10" 16'-6" 9" 518"gyp.board with painted finish fastened to 2 x 6 wood stud framing at 1'4'o.c. 3" 3. Provide Hold Down Clips in Service Vestibules, Hall and Closet Areas. 19'-3" 3'-4 1/2"_ 4. Coordinate Electrical and HVAC Design and Engineerin With Contractors in the Field. Mechanical Contractor is Responsible for Adequate Hea�ing and Cooling. Diagonal lines,refer to 3 9 Electrical Contractor is Responsible for Adequate Lighting and Power Requirements 5. Provide engineered Fire Alarm shop drawin s showing all exit signs,emergency lighting, Washable ceiling tiles in A2.2 A3.3 strobes, horn strobes and control panel locallions. v suspended grid. 51°-15' \ A' L99 L99 Q L99 � \ 540-59' .. Y> e , t � :, Y.3 K.3 7: r. % �. 1 S .. % ( k ,..., s..; X X F f ) .. % f. :. 7...- t S 5 s 3 f F ..F. .. % t 1 1 i ( F ; > X * i 1, 7 i ( F7 17 f, ) i Y 3 , X , X ( z ) �, '(.F, X ;� ,t ,_...+: --may=, ,.... ,..:....-_ ...-w--v..Tu..=" -=-=-+—.`'-----,T.-.r ��. at..._. r ., .:.-:- •-v=--'- -�+��.-- .. ,ter- --r-�_� �� _� ,�.,..- ,T�__ L _I _ A 'EXIT S UTILITY f } L5 L5 I MEN'S ROOM WOMEN'S ROOM Sus ended gyp• board ceiling 'SERVICE / } on�x framing in Toilet Rooms / CORRIDOR L5 L5 L5 and Hall COOLERIFREEZER y 5 A L6 , J veiling by Cooler manufacture �o A3.6 HALL S L6. �9 I , : 8-0 p A3.60 = OFFICE M WALK-IN COOLER x _—� .d- �, L5 L5 L5 Ceiling by Cooler manufacturer P3 N N - -- BACKROOM / i i . N 2 91 / U t}J i / ;/' i' L5 L5 / 9-6 ILI O 4 FO D LINE ' � A I �, A A2.2 i j� - iF �, { l i N.6 L5 L5 L55 j i t 0 1 N o 11 r'' / \ {; L2 / I L2 L2 Lj , 35 -1 - 38 -45 \ �., 11 0 G o o 3 3 // / yp• b and soffit /B X TRANSACTION LO / at+10'-0"AFF \ L5 A3.6 '� 44 B _ Diagonal lines refer to g <. L5 i Washable ceilingtiles in ! F � : suspended rid. i { �. �. L / Ii iI i iI < /. l2 IL2 L2 L2 — L2 L2 L2 \. L2 i -- A 6 II ......... . .......__..... Gyp. board soffit \ 1 at+9-6 AFF / Z47 II j : A3 2 A3.3 A3.6 ! 611 ...._........ j II 1I �y LEGEND : \ 1 / 'I = V N ! WOL2L2 Fire alarm ull station L2 EL,, L2'> L2 L2 M L2 L2 L2 1 y'. ,` I L2 p - - mounted at 4' 0 AFF M I / L. ..r /. COFFEE BAKED GOODS N N A N M SALES ARE 6 -' i Emer enc Li hting [ \ 0 % i or EL noted on fixfure '�. ! I Exposed roof structure i ;! Fire Alarm Control Panel painted e FACP SEATING ........ . — Annunciator Panel ANNt \ I L2 a ; '-' KB Knox Box I I 1 I I. A3.6 i 6 I I\ I I- ! 1 I I C / V=I Fire Alarm/Horn Strobe L2 L2 � j I I{ j 1 1 y \ S refers to Strobe only (: L2 i; L2 i L2 I i L2 i L2 II: _:-.1.._.._..__.. .......... ........._... i_:-. :.1......... ....... _.. ... ..- I I AN -">a I - v I L1 s L1 L1 q M EXIT i r. r ram.y, t , M.„ c0 - ,�;:^., ....,.. .. :, ''d _iY _....-.. ...... .... ... / / / ,a,,. L5 OL5 �L5 0 L5 " —OD i/ i co L10 L10 L10 L10 L10 .................... . ....... L10 L10 . �1_8Y,o1 2 3 3 Fabric awnings 2'-a 2bL8 1 5 CEILING PLAN LEGEND A3.1 A3.1 A31 A3.1 Fiber cement soffit AS A3.1 N.2 g' 6" .2 A31 - Ceiling t "ng Heigh Architectural metal canopy. - - See sections EXIT Exit Sign Location L1 Decorative 'Troy'RLM Deep Reflector-Tahitian Teal RD14-LED12-TTUBC 4'-811 33'-81/2" 21811 18'-811 21811 10'-111 20'-811 6-9 1/2" 6' Pendant L2 Prismatic Pace Lighting'-Nimbus II HPII-PCL 16"LED 20'-211 18'-011 21'-411 18'-51/2" 18'-51/2" 1'- II Pendant L3 2 x 2 'Metalux'22GR LED Recessed 98'_11" L4 2 x 4 'Metalux'24GR LED Recessed L5 Recessed Retrofit 'HALO'4"LED Recessed Downlight-RL460WH White 1 2.1 3.1 4.1 4.9 6 L6 Vanity Light 'Barn Light'Electric Austin 2-light sconce-8"shades-311 Jadite L7 Track Spotlight 'Bruck Versa'LED-350430-21 LM-30K-90-120-ELV-WH-ECOWH REFLECTED CEILING PLAN � L8 Ext.Gooseneck 'Troy'RLM Wall Mtd:Hunter Green 2-RS16-M-HGl2-LC18-HG L9 Ext.Wall Light 'ENC Entri'LED Round Clean-Black-ENC-B0I-LED-E1-BL2-BK L10 Ext.Wall Light 'Eaton'Xtor Corsstour LED(under awnings) 4,498 Square feet gross area Scale: 1/4"=V-0" Coordinate light fixture switching with Owner Reference Exterior Elevations for exterior light mounting heights. CALLED NORTH Coordinate supply and return air diffusers with mechanical subcontractor Owner: Engineer of record: New construction of: Title Info.: No. Revision ,'A OF�s Date: 1/21/20 Vreeland Design Associates Garrett's Family Market REFLECTED CEILING PLAN 1 °��`�RVIDA, � g ppdesign, 1617 Falmouth Road 2 An integrative approach to ; CIVIL y "Garre engineering, and site planning , o.as3i7 Contact: David Vreeland, PE Centerville, Massachusetts 3 \� FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 Al 3 98'-5" 20'-0" 60'-11" 17'-6" 3" 9" 19'-011 10" 17'-6" 20'-101/2" 20'-101/2" 10" 16'-6" 9" 311 T-41/2" G 3 9 \ Roof A3.5 A2.2 A3.3 Commercial c uttE r and downspouts.\ \ DS Gutter downspouts(DS) ladder DS DS See Sections DS d 51°-15' �\ o 0 0 0 A 54°-59' A A Roof Low Point Roof Low Point Roof Low Point EL. +15'-01/2" EL. +15'-01/2" - o 0 0 � d Roof top units; confirm size wei ht and locations with HV C subcontractor. Coordiante with roof framing \ \ \ \ \ O - --- Continuous aluminum coping at \ g o % top of parapet,typicalC14 �3 i P co , CV / N � RTU-1 FE] [Ell Condenser Unit Condenser Unit RTU-2 RTU-3 (Approx. 1,000 lbs.) (Approx. 1,000 lbs.) (Approx. 1,000 lbs.) PVC flashing at roof to parapet 2 A2.1 E Rigid insulation cricket at high point of roof. For flashing 4 detai s,see H A2.2 50 mil.full adhered sin le- ly PVC membrane 35°-1' yy g pp 380-45„ Color;whife over 6"totaf pofylsocyanurate N ngld insulation on metal deck 31, 3„ o CD v Condenser UnitLCJ o FE] M_ i Condenser Unit 6 CD o -- V.2 7 0 --, A3.3 ) FF] 611 Run roof membrane up back Condenser Unit face of entry Framed cant at high parapet walls. M See Sections = N N N Commercial gutter and downspouts. N 6 DS DS See Sections Extend roof membrane up cant g N A3.2 o to parapet flashing,typical Roof Low Point A3.5 > EL. +24'-9" Continuous aluminum coping at F B 10 < PVC flashing at roof to wall top of parapet,typical A3,5 N;.3 o Roof High Point � Continuous aluminum minum coping at Roof High Point EL. f High of Roof High Point to of wall,typical g Roof Low Point cu M_ 0 C 0 Gooseneck lighting below. - = See exterior elevations o �, p - - - ------- - ----- ----- Roof High Point- M L . ........................... ................ : 7 ... - -- \ ...7(_ ... ROOF PLAN KEYNOTES 1 2 7 3 /C__� 3 4 2 B 1 5 1. All dimensions are to wood stud framing, face of foundation,or centerline of columns A3.1 A3.1 A31 A3.5 A3.1 Line of fabric awnings below. V, A3 2.. -- Canopy su orts A3.1 A3.5 A3.1 A3.2 unless otherwise noted. See exterior elevations .... - - Py pp ---- - - -- - Architectural metal canopy below. 2. Elevations shown are to the top of roof insulation Canopy roof drains into 3. See structural drawings for size and type of all roof openings and locations. pilaster downspout. See sections and details 4. Coordinate mechanical and utility chase locations with associated subcontractors. 4'-8" 33'-81/2" 2' 8" 18'-8" 2' 8" 10'-1" 20'-8" 5'-91/2" 6' prior to construction. 5. Roof to be"Carlisle Sure-Flex PVC" .60 mil. reinforced fully adhered roof system over 1-6 20-2 18-0 21-4 18-51/2 18-51/2 1- three staggered layers of 2 inch polyisocyanurate rigid insulation. Aged R-value=36. 6. Flash all walls, edges and roof penetrations with "Carlisle"approved details. 98'-11° 7. Fabricate and install'Firestone Uniclad' .040 gauge prefinished aluminum gravel stop and coping. Color; Charcoal Gray 1 2.1 3.1 4.1 C4.9 6 8. Conduit and pipe openings are to be coordinated with HVAC and electrical contractors. See detail for flashing. ROOF PLAN /�� 9. Upon completion of the work, "Carlisle"to inspect and issue a fifteen year Golden Seal Total System warranty. 4,498 Square feet gross area Scale: 1/4"=V-0" / 11. Provide thermostatically controlled heat trace tape in all gutters and downspouts to grade. 12. Commercial utter and downspout stem to be.040 a. refinished aluminum in sizes as 9 P y g P specified. Color to match coping. CALLED NORTH Owner: Engineer of record: New construction of: Title Info.: Vreeland Design Associates Garrett's FamilyMarket 1 Revision � DAV�w9�s'n Date: 1/21/20 ROOF PLAN n� �AvID� y� vR An integrative approach to design, 1617 Fa I m o uth Road 2 IS CEurro rett'sengineering, and site planning hlo.4s317 Contact: David Vreeland, PE Centerville, Massachusetts 3 � s`STS FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 Al m4 I - � I 1-110- ­..11......:-__1..I—...I.....­�...­... _-..�...........-..—­......--.....-........II..I.I��..I�-....-­1..."..-.C......II......,_.I-......�1-...­..,....�.......­1..�I-­...I.*�..I..i*..­.1...=-.­.......1.­....-­.­..........-....I........I.­....I.,.I.......I�I.1...­.....'11­........1......i,*-.�.­....I­.*.1..I....I'1--.­..�."*...­.I1.....I.I.....�'I.I�:­......-......­..­�,....I'II......lI.*.....­­l.....�.,...�,...*.­.-......*.-­.....-..-....II.1-­...1.....�­.-....1'..11-......,.1.....-..,.I-...'..1..I-...­..�.I................1IZ-......�.1-..I.....-......­.I-........-1.­-.......1-.....1­.I I�..­....-..-.....�...­.....I...­..1.......­.....I...­.­...I­.1...;,....1..­......­.I........-.-­.........­..........-.........�...1­.­.....-,.1....,....1.......I,.I 1......e...��......�.�...�.....,1.I'.II�.....0�....I-......-',.,'..�.....-.,.I.�.......I'...��.......,.....,,....�zzzz�IIl���I.......�,..�.....1..I.��.......-...II�.......l...'.�-..........l.�...........�I�..-...,...�....1..�.........-..l.1...1t..r.�.,­.-.......�.....�.�I.1..I�...-...­�......I�..1I....."..1.­-1....1�­I1...�.1-.....I..,.....I­�..­......�.1--....�...�....-.�­.-......."�....i�...I...II.­..............I.­..II....II................-I._.'......�..�.....I�_......-I........I.+......1.l._....1�..l..........I._.........-.....,..I...I.�......I.......I­...:I..............�I­.-.-........I,-..-...I......fI.I.......I.1-­-.....I......I.-..........1..11.�I......1 I.........I-11........�..........-1..11.�I.....I11....I......1.......I.1.......1I�.1........1.......I........�........I..!.­_........_�..�,I....:I.­..�....,."..��I....-­­_..�...._.­..-..­..-..._..I..�..I..-�..­..._II.....­.....I.­I.....-.­...­.�1...I_'.­.­I.­,._.-�Il....l.........1._..1 1I....I..-�....�.....-I.I.-.I.._3-.I....�..'_..-......_.-I...I;......_........�_..._..-..--�-.l...�..��.l._...-_.,...I 1..I.....1...._..1......1,...m..-_�_�1:.....-­_.....�--....-I I....t_.­...-......�..­...�....... -.. ....1_�I...-.1...­I�­­.....�...��­.....�....I�......��.1.....I.,......,-....�,.I.....I_�.­II�...1.�,I...�1:._�......-�1.....-+1.�....-��....,�..��....-+..I.....1I+..�.....-�..­.........-_�­.­....-�...r�.­..._.1..�.�.....1��.....­1,....._�..�.I..,..�.._�......IIl..I....lI......,..�_...­.�......�.I I._.I....-..:.1.I.�.._....­......I..�...�....1.....�.1..-�I 1.....­1I.........�-�.....­­....I......I........­I.l....­.....I......­.I....I­­II...�....-.._......�.I...".I......1­�I..-..II-.1..4..I.........-......I....�..i.-...II....l...I....I.I.2......l.....-_...I........�.-.._.�.�._....-I-�.1.......1........�..I�.1..1-�..._.-1..1.....�..1.I..,-.......-....I... .2­ .­.�...1 3I11 _1 (I _2I _.7 ).lI .3I I I .rII. 1.1..i.--1I 1IL�:I I - 1 . I 1 11I1 1�I1I,1I I " ,1 ,11.I1 `1N1"1111­,1-�1IIi II : I1 4 I1 -. ,- .....I-... .�-.....:....I.I�....—.-..... .. .....1 I ..... 4I ­.)J G-7 aI� rIIr 11 e t.t.I.'.s--Family amily! M.I11-..1-..1..-...........1,...-...1...a........=�..�........�....,r........t.k..."..-......�....,...-e.� tI I1I--1I 1 11 111.11"1 1 113 � . -- _ 4;�i, .� 9�. . 1 1.­..­ 171111 1 1­11�J��I�iIII1FL1 .111:11-.1.:1.�,1 . _ : : ,L ..4 I[. :. :l:] � .. : :..: -­: .­ -:.- ­ : .� �.. , ­ . . .. , .. -- 1_ .��. I" � _I. �1 �� 1..l�.1 I,1I1I 11II 1 51,.1 II1 -1 .. I­ I I1 1­ �1... �.. 11-6 A3.1 ;1 NA3.1 N; 1 A3.2 internally illuminated n A .1 A .1 A .2(1T-0"x5'-9" =97.75IF) Top of Entry Parapet EL. +26-0" Tr r7 I-I - - -- .- Composite plank rainscreen slats 51-101 7' 7" Aluminum gravel stop,typical FArchitectural metal canopy .-I , - , -1 ..-II 1I I 1 iII .I I. - I I I ---I,t , C o m p o s ite t r im l,)p a i ntF e d I 1 Fabric awnings,see sections Top of Parapet I ---- ----------- --- I - __ ----------- -- ------------ _- --I I I Aluminum gravel stop,t y p- Di)cA aE l + -_ _ - __ __ _ __ ___ ___ __ _ ___ _____ _______ - _____ --- -EL. - ­ - ­ . .Z. I ­ 1. - T ­ I . . I..:..- . ­ "",.. . - 1-11"I- _-=_ - .- f T � r , t­ ........ . .........­ ­.... ... ..... ..... ........ I . -.1...I __ I I :::: : , ,. ... . r::' ' . :::::: :......rT: ( __1._. I I�, �I : I,::�:.I , )::.:� L. " ....;.... 1 l:::1:.... :,,J.:T:.] ): .: ; :1:_::�r � 1 = �.- - ....................... -...................-.............................­ ..-...­... ­­.... .......... -I I 1 - � - IFAMIL MACompositeplank rainscreen s Dl aA tANt+sBrck veneer A - -- -- -�_ - - �_ _ _ - I __ - - - - - -- - - - - - I -_ - _ --- I F- t r _ - _ I 1 - ��- ­ * .- -_- I- 1. f_ I .T �== 1 f _ I _r_ 1. . . ::::i t... ] 1 1 ]:::::[ , [:: I:::�l...,,��� : 7 T . Gooseneck lightin .. g -.. T - ­- - IIL"r" JC11II L. T I ZI I-V 1Ih I-1, . :::: ::.::::::::::... .... .......1 .....L, .- _� ..... ­.­.A-i r--I....I..i....r..�..r­ T ­ ,Compositeplank rainscreen slats r r - I ......... I I -��1m4-....-+,. ; T �.. ) ; -I .....a - I I 1. 1 I _ _- i, . I - Brack veneer A .­.. . A - ­ ...... �­....­ I Fiber cement sidinpainted - ,J � ­ I.....- - - - - - - - - - - - - - - - � � ­­ ­_ - �: --� r i -1_ � . ­ - ---- ­ - ­­­...- - --- ---- 7-_ _­ ­ __ _ I , 1 � 1 _: *::::+,+ ::--- - Cedar er ola be and -A I Top of Pergola LED lightingbehind awnngson ,Ml"Si� , � , �� � �,, _ [ : � , 1 I- , 1 �� 'lank siding. See CeilingP 1 0p � ,�,, 1 ", ­,, 1,1" 14, - -11 , J" . - - I ] ­�� _ 1Lf 11.......111. .1 :�::': � 1 - -Topof Storefront [ t Tasyrealqood loo sign - - - - - - - - - - ' g i " - - - - - - - - - 1 I - 9-I... .lf::! ::::_EL. +10-O 1U1U1 =95.6 8F : ...... : I = =!-- __-_ ---- :- - 1k1,1," .1.... +,++­­J ted __ I I Iin i . ---Composite trmpa - � L ­,�,L_ - 1:1, a� Fm .........-Insulatinqlass in aluminu _ :�- Composite trmpaint ed - _ 1 Istorefron rn '? ---�_�- ��­,­ "' 4," � � : � �= 1� - , T i ­ -E��=. III I , - �i" ) I I I .1._..._[� ��r�� t�:::): (: :::::):: [: i:::.::[: . ]�:.� 1.1 ] , :I::.::::� ) ­1. I_ , `- = E � T , I i : r ' - Brack veneer B]7:7: .­.... ­ ­1 ­ 11.. ..... ... + 7::::: , T T T T ­7 . T . 1 _ .. w it- _ ___ __ -L I-- L-- r�- - iBrick veneer B i i , ' ...... - ,T J � ] I I �I I J 1 ]with rowlock sill Control ont CJ 1 I 1 � r I r 17 I_. EL 1 I r -I II CJ a r J CJ ;� Garrett's etr L C I - m Ground face CMU baseConcrete Slab EL.0'-O" Ground face CMU base l I I I - Garret's door signs I I � I � " " = i i I I I Concrete foundation below IVL __4 I IO (1-11 x81/2 1.3SFx2=2.6SF) I I i I I I I grade. See Foundation Plan I I - - - - - - - - - L _ - - - -_ -_- -- IBottom of Footing EL.4-0" min. below grade i FRONT (NORTH) ELEVATION ----------- A Faces Falmouth Road SCALE: 1/4"44' EXTERIOR ELEVATION KEY NOTES I. All colors and finishes have been approved g Owners and are not to be changed or revised. Submit samples of all masonry and submit shop drawings for metal canopy and material cuts to the Engineer of record for approval. 8 BY7 6 D 2. All exterior finishes and materials, including composite concrete,siding,trim and glazing shall be thoroughly cleaned at the end of exterior work. N�., .3 A3.2 3. All aluminum flashing and caulking is to match the color of adjacent materials; trim,dripedge and cap flashings. Clear anodized at window sills. CJ Entry parapet beyond 4. Com osite siding and trim is to be painted two coats of 100%acylic latex paint with a LRV(Light Reflective Value)I of Nor higher. Painting is required to cover all nail holes and sealant joints. Thin Brick Veneer C 5/4 x 5 composite trim, painted at sidewalls only . Aluminum gravel stop,typical 5. Allow for expansion and contraction in all composite and metal siding materials. Expect 1/8" per 18 linear feet. After composite trim is installed and fastened, caulk all joints that have expanded. - - Top of Parapetr 6. Acceptable tolerances; 1/4"in 10'maximum variation from plumb. 1/4"in 20'maximum variation in Composite plank rainscre n slats ­ _ __ [ T - EL. +211-01 level. Caulk joints are not to exceed 3/8". :.I - J­-I 1a I 1 1 7. Provide prefinished aluminum commercial gutters and downspouts to match fascia color. Downspouts are to be T__T I-� I _T-_T-T_ I ­ 7 71 T _7­ T tied to the storm drainage system at corners of the building and at 15-0 from a gutter high point. See Roof Plan.Composite trim, painted I - - , , Brick veneer ATop of Parapet 8. Reference section drawings for additional exterior finish information. ----- - -- --- --- - - ---- - 5/4 x 5 composite trim, painted T -1 , - - ,_- --_;L- Gooseneck lighting ... =... ......................................... ... ­ .... ­ .... ... ... . + ,11,,ll ",,_.................................... EXTERIOR MATERIALS4 T ........ ­ ............ ­­.- ..- .. .. ...............................................­1 1 1 .I ........­­.......... ­ ........ ... ... ..... .......... ................. ....... ­.... .......... .... .. ... _ ­ _L L_ 1 J a -T T. --I , T -r= -T, , T-T " " 11 . .. ­.... ..... � ___L__J Brick Veneer A- 3 5/8 x 7 5/8Glen-Gey'#W804 Aspen White with white G501 Type N mortar. iE -E __ t _ - 1 - I .....­ .. ...... ......... . ....... ­_ .1.1­ ...I " _ -. 1 'T_T_t � Architectural metal cano Brack Veneer B-LED lighting on 5/4 x 12 x 18 composite - - ...I..... ....... ...... ..... ...... . .. . .. .. . .... . . 3 5/8 x 7 5/8" Gien-Gey #WK12-3010 Urban Grey with G302 Type N mortar. i t _ 1 , I - ---- ______ anel. See CeilingPlan �L1 I ,- I: ::I I ,p _. ­ .. . Brick Veneer C 3 W804 Aspen White brick with white G501TypeN mortar Thin brick at enty roofsupported sidewalls- T a- T--- -� ­1 T y I 1 -1 ­f F­I 1:L­1 I I ­1 _ - f I ... ....... . .... ­.­ . ..... ... ...... ........ ......- .... -. ! , - _T-- I I Ground Face CMU- 4"x 8"x 16"'A.Jandris&Sons 9300 Series#9312 Ground face CMU with'Glen-Gey'G302 Tye N mortar. Fier cement sidinpainted ....... .......... - ......... ........ . ...­ .... .... ­ .......... . .. ++ .. .......... _. Fabric awnings beyond , I 1 1 ' ' " + . - .. . 1 - -- :- --_ _ Fiber Cement Siding- James Hardie rimed la 6 reveal wood rain face painted Sherwin Williams SW6482-Cape Verde Green ......... --- ......... . .......................- .....I................ .­­­ ..... ..... ..... .......... ­_.............. .. .­+ =_J =-T T- .- ..1- ' ' ' ' ' ) - .. - .­ 1 ..- . 1 . _=1_ I Hardipanel5/16x 4x 10sheets behind composite sl ts, painted Sherwin Williams SW6482-Cape Verde(Green) I [+:�_E�:L:� ..... .. ­ ......... ...�.........� ............�................. .............................. . ... . .... .­ ....... .....� .+++.+.. - - Composite trim, painted.... . Composite Trim- 'James Hardie'Accent Trim rimed smooth faced 5/4"trim fastened with 21/2"stainless steel ringshank trim nails.- ] - " All trim is to be painted Shewin Williams SW6482-Cape Verde Green ....... -.-- ....... ......... ­ ................. .. ........... .... . .......................... ......... ............ -......... .�. ....... ... - .... .... ­ - t 7 5/4 x 5 comII II poste coerboardpainted _.- T _ - T _ -1_ 7 t7 7 ........ .- ­ . ........ ......- ..... .......I. __­ ......................... .........- ­ ......... ­+ ............ ... .......................... .. ) m . I g . at corners and doors. 6 at frieze. 3/4 x 71/4 at watertable. Rip as required. .......... ......... ......... ...............................­­­......... ........ . ...... - ....... 1 1 ... - ....... .. ........................................... . . . ........... ........ ... .................. ...... -....................................................­ .... .. ­ .... , Aluminum Storefront- Kawneer Tri-Fab 451 thermally broken, clear anodized aluminum storefront with 1"clear insulating glass . _T 1 , ! I Aluminum Coping - 'Firestone UnaClad .040 gauge gravel stop/coping, Color;charcoal. See Roof Plan . ­ ....... .. ......... ­ ­ ............ ... _ -­­ . ­..-. ....... - .-1-................ ...... ­­ ­ .... l- Ground face CMU base Gutter and Downspouts- Commercial 5"heavydutgutters and downspouts suted with thermostaticallycontrolled heat toe full length of utter and ....... .._ .... . -..................... ....._­ .....- ... ­ ............ ........................... .­ . I .... - I ' i- -: 1 . r Composite trim, painted 1­ I -F _f downspouts to 1 from gra e. Color to matchcoping. pee Roof Plan p __ __ - I _ I I I I Concrete Slabr Composite Slats- 'Azek'Cypress Vintage composite decking rainscreen slats with 1"+/- space between. Fasten with color-match face nails EL.01-01 i I \ I Metal Canopy- 22'-6"x 4'x 1' Mapes Lumishade' metal canopy with rear corner drainage. Color; Sherwin Williams SW6482. 1 Concrete foundation below I i I Fabric Awnings- 4'high'Sunbrella'fabric awnings with aluminum frame. Width to match windows. Color; Slate 4684-0000 grade. See Foundation Plan I I I I - - - - - - - - - - - - - - - Gooseneck Lighting- 'Troy RLM'wall mounted light with LC24 Curve Arm, Color; Hunter Green L - -- _ - - I ._ - __ - - - � Bottom of Footing- EL.4-0" mi• below grade Roof Access Ladder- 'Cotterman' 16-3" Fixed Welded Steel Ladder with 42"walk-thru handrails and bottom safety guard. Color; Gray powder coat. 2 SIDE (EAST) ELEVATION Exterior Paint; Sherwin Williams Duration Exterior Latex Coatings on Fiber Cement and trim,two coats. Exterior door and frame Color: SW6482-Cape Verde. A2. SCALE: 1/4"44' Owner: Engineer of record: New construction of: Title Info.: Vreeland Design AssociatesGarrett No. Revision 16OF4 Date: 1/21/20 's Family Market EXTERIOR ELEVATIONS 1 IVREVILA-DL An integrative approach to design, 1617 Falmouth Road 2 0NC4I317 V) engineering, and site planning 10 Contact: David Vreeland, PE 3 ' - I 11ST ... Centerville, Massachusetts . L 116 River Rd., Leyden, MA 01337 4 " I i A2, 1 I Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 6 r84NU, 5 9 4 3 a A3.3 A3.3 A3.3 - ---------- ----------------------------------------------------- Top of Entry Parapet EL. +254' I � I � PVC roof membrane at rear wall only ---- -------------- ------------- Top of Parapet ......... -_ ..... - -_ - - ----- ----- ------ --- ------------------------------------------------ ---- - ----- ----- ------ Sidewall parapet j Sidewall parapet Top of Parapet -- � � 1. --------- EL. +18'-211 Roof Low Point ...........- II ....... - - -------------------- ----------- + - -- - - ... - ...._ ... ... .............. .. _ .... Composite trim painted _ ................................................... _ ....... _ .... -_ ... .. .._ ... . . ......... .... . .... . ............ . ... .. .. .............. .... ...__. ......... .................. . ............... ..._._._ .. Aluminum utters and downspouts _ _. e n 1- 1 n WnS OUtS - ___ Aluminum utters and do _ _ - -_ _ 221 _ 80 _ - 9 p _ _......... . ... ......................... ......... ... . ..... ......_. Toof Pergola - -- .............................._...... . ..................................._... _.. ........ ....... .---- ... _-. _....... .. + -- - LED lighting on 5/4 x 12 x 18 composite EL. 12 0 - -- _ ---- p - .. ... - ... �_.__ . ...... ......... .._.. panel. See Ceiling Plan ...... ...................... ...... .... - _ ........ ................ ......_ ..... ..._....._ .. ........ .....__......__. ...... ...._... . .................__ ......... ......... .._.. ....................... _ ._.. _...... _................ .._ _. .... ._...._- -..... __. . ............................................................_.... . .........._........... ............................._..... _ ......._............... ......_ ._......... .. . __. .._.......- _ _._....... ...... ..... 514 x 4 Composite _.... __..._ ......... _. . _ -_ - _................................................................ _ � -_ -_ Composite trim painted p -- o - - p , p cornerboardspainted _ ........... .... .._ ......... - _ ....... ....... ........ . ... ......................... ....... . ........................................................... . . .. ... .......... . .. ...... .......... . . ...... ...._ ..... . ... .. ... . ....... ...... ....... - ....... .. . ........ .. ........ ..... ..... ....... _ ... ....... ........ ....... ....... - - - Fiber cement siding, painted ........ ......... ......... . ..._. ........ ......... ................-_ _... ......... ____ .__... ......... ...._.. ..................................................... . ....... . .. .......................................................... ...... ............................................ -_ 514 x 6 Composite trim painted .... .:..:.::.:.. . ... ..:. .... .: ::: . ......... ................. .. . .......... __.__ ......... __.. ... p 1 p .......... .. ._.... . ........ . . .. .. .... ...................... ....._.. ... ........ ......... _. ... ........ _ ......... ......... .._. ............... .... __. ...... ....... ........ ......... .._.___. ..... . .. ... - ---- --- ... __ ___ .... ....... .... .......... ......_. ............................................ ....... ....................................................._............_................................. . . . ....... .. ..... .............................................................. ....... _ ._......_ _.... ...... ...... .. ......... .................................... .. . ......_................................ . . .......... ..................... Cedarpergola. See Section _ --- -...---........._.............. _...._......._ - _ . . ........................__...... . . --___ - _.._..........._... . _...... _ . _ __ _........... .... --- -......._ .............................................................._......... _ . . _. _ ----. ----. T.. -__........... ... ......................................... ....-....... ......... ......._........ ---- .......-.. -... .......................... ---..... ........ ........._..._......._.-...-................._...._.........._... .......... .---.......... ...... .._...._... -------................................ ... ............................................ ................. ._.................................................. -- W .-..........- ...... ........ ....... ......... .......__. ........ ......._.-......... ...................._..................... .... _...... .I................ ...-......... ......... .. .... . .... _ ... ..... .. . . ........ electric meter . . ......... ........ .._......_ .. .... _. - T cabinet and e rwith _. _. ___ _-_ ._ ... . } Roof access ladder _.. _ _. _... . _ _.. _ _._ -_____-- hm hinged guard. See Exterior __ .. _..._... _ ---..... .. _..... . . ._..... ............. _ __....... -- - _ _ r_. _...................-----... ____ ..._............ . _._. location (verify) 9 9 ......... .. . ........ _....... .. ....... . .__._. ......- _ ........ ......... ........ _. ....... ......... ........ ....... .. ..... ....... ......._ ..... . Elevation Notes -- - - - �— . . . ....... ............................... . ..._. .... ........ .. . .... . ........ ......... . ..... ............_. ..... ....... ....... ...... ........................................................................ ................................... .. .... . ... ._...... ...... .. ... Composite a e , p ... ............ _ ...... _ ..... ........ .. - -_ .. Concrete Slab EL.0'4' I I I I I � I II I I l I I I II I I I Concrete foundation below 4 Hollow metal door in pressed Roof access ladder with grade. See Foundation Plan I metal frame, painted ElevationuNote See Exterior �r - - - - ---- - - - - - - - -L r - - - - - - - - - - - -- -- -- --- - - - - - - - - -- - - - �I - - - - - - - - - - - - - - - - - - - - - - -, Bottom of Foot L J L J L — — — — — — — --- - L — — — _— __ — — — _ g EL.-4'-0"min. below grade 18'-811 3 REAR (WEST) ELEVATION 3'-3 314" 12'-0112" 3'-3 3/4" A2,2 SCALE: 114"=1'-0" Three equal spaces - `'-- 1" Expansion head track �v N 2"Aluminum storefront D 6 C 8 1 A -4- framing,typical Full brick Thin brick veneer A3.2 AU T T' ` T T T Top of Entry Parapet ------ ---------------------------- EL. +254' IC j - C Entry parapet beyond -- Thin Brick Veneer C ' Automatic bi-parting doors Aluminum coping,typical at sidewalls only E - with emergency breakaway T T T T feature i- `I ti Top of Parapet - - - 1" Low-E insulating glass EL. +21'-0" _ Composite trim, painted re _ I : ( T T Gar tt s Ggrett's T Composite rainscreen slats I To of Parapet Concrete Slab o0 P p r-T - -- -- --- - ---- -.. - -- -- -- -- -- --- - - -- -- -- -- - EL. +18'-2" EL.0'4' Face Brick Veneer A L _ .... .. .... - - ... Gooseneck lighting �� . . .- . - - -T.::, .: - - - - ___ _ _ _ - - - - _ _ _ - - - Aluminum Storefront- Insulating Low-E glazing T=Tem erect - - 9 g -_ .. . - - -. - .__.n_. __ _ _ ......._.... _ ._ __ . - Line of roof slope p . :.1 1 ...... ---- -- -- ! 221.4 SF window area glass locations - ........ . .........._ .... _ _ f_ r .._. I :.::L.. _..... ......... ..... .. .... Quantity (1) .. Metal canopy beyond - _... .. ... . - - --- -- - pY Y 15-91/2 ............................... ......... 5/4"x 12"x 18"composite 1 Top of Pergola - - �L panel. Ceiling Plan p _ (4)equal spaces 1 Expansion head track ...._......... _ _.............._.... ........_._...._.........__.. :. ...::......... ... .................................. ..-.......... ......_ ........ ......... .....__.._.... ................ ........ ___. M N EL. +12'-011 -- -- -- __ Roof access ladder I. I . See :�._.I_ I I I...:_...� .. ...................._ . ........ ......... ........... ...... .................................................... ____ - - _. _ _ See Exterior Elevation Notes ___.__ .._............ . __ ....... ... .......__ ._................. ......................................................... ........_........ ............................................................ - - __ ..L.... _L... I I._:._.I ..: :.... ..._I_ :..... ..._..... _...... ......... ..............._...... ..... . . ............ ..1 ......... ._............. .................... _. ..... ......_... ..... ._.......... ..._...................... ......... ............. ... .............. _.... .............. .................................................................--...... ._._......._.... ...._... . _ N _.. ......... ..........._.__............................................................ .... ..... ......... .. ......_......... ..... ..............__......... ............ ... ....... ....................__ --- - Fiber cement siding, painted 1 ...._... ...... _...... ........ ................................................._...._.__.........._. ......... .................. _ Composite trim, painted = _ i corner boards Composite co e b o o _ _ ......._.. .... .......... .................... . CD Cedar pergola. See Section 1......_L.:: CN ......... . ... ..... .. ....._ _ ......... ........ ................ .. ......_ ..... _.. .......................... Line of Dumpster enclosure - - in foreground.and See sections - _., ............................................................................... ... ._............................. .......... ..... ............... ........................... ......... .. ................................. .. .............. ._...... `i = = O N N N CV o .. ( :_:a :C:. ....1. I .. .............. ......._. ............ ......... ................. ........... ....... .......................................... e ro ` u� L_:I 1 _..:.I ...... _ N CV _....._ ...................................__....._. . .......... ...... ... _ ....... .._.........._... .. .........__........ Composite trl p painted - - 'm, a' d- ��� T - .. ... ......... .. . . . ... .... Concrete Slab M Ground face CMU base T, L _, ... .... . ...... ........ .. ... ..... . ... . . .... ......_ L 0, 0„ 0 E - Concrete Slab 0 EL. 0'-0" Aluminum Storefront-Insulating Low-E glazing Aluminum Storefront-Insulating Low E glazing Aluminum Storefront- 1/4" One-way glazing L 105.9 SF window area 25.46 SF window area 4 SF window area Concrete foundation below Quantity (1) Quantity (5) Quantity (1) grade. See Foundation Plan �I Bottom of Footing L _ �, - - -- WINDOW TYPES - - - - - - 1 �� - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J IF EL.-4'-0" min: below grade Total conditioned wall area= 4,272 SF Scale: 114" = 1'-0" Total exterior window area= 454.6 SF(10.6%) r4_-� FRONT (EAST) ELEVATION 1. Aluminum exterior storefront system to be Kawneer-TriFab 451. 2"x 41/2"x 1"thermally broken A2.2 Faces Cedar Street SCALE: 114"=V-0" center glazed with 1"clear insulating glass. Color: Clear Anodized. 2. All window dimensions are rough openings. Subtract 3/4"to total height and width for frame opening dimensions. Verify with manufacturer's shop drawings. Owner: Engineer of record: New construction of: Title Info.: Vreeland Design Associates rrett'S Family Market No. Revision �4�-c�of� Date: 1/21/20 g Ga y EXTERIOR ELEVATIONS (SHEET #2) 1 d� DAVIDA. yc e ;;� vnEELalvo CIVIL An integrative approach to design, 1617 Falmouth Road 2 o No.463 as3ir engineering, and site planning 3.,,�GarrettpsContact: David Vreeland, PE 9�Gfs7Ee� Centerville, Massachusetts 4 �ssl FAMILY MARKET 116 River Rd., Leyden, MA 01337 A2m2 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 B ( B B Aluminum gravel stop on Aluminum gravel stop on Aluminum gravel stop on 2 x 10 pressure treated nailer / \ 2 x 4 pressure treated nailer 2 x 4 pressure treated nailer Top of Parapet Top of P ra et \ Top of P ra et \ EL, + 1'-0" >< EL, +21'- " 5/4"x 6"composite trim EL, +21'- " 1 1/2"x 6"composite trim I PVC air vents at top of wall � at 2'-8"o.c.,typical77 B � A3.5 A3.5 AU Extend PVC membrane up roof I M F 77 over 1/2" mineral board Fiber cement siding, painted 1' with 6" +l-reveal i < 5/8"CDX plywood on 2 x 4 bracing at V-4"o.c. at parapet walls l Gooseneck lighting. See Exterior Elevations for locations ' 1 3„ 50 mil.fully adhered single-ply I � �- PVC membrane. Color;white G Drip flashing ' 8112" TCX 45°-0' 6"total polyisoc anurate rigid -� 4114 45°-0' �'' A3.6 5/4"x 21/2"composite trim yy g �: 777 insulation on 1 112"metal deck, 77 painted,see structural drawings � � Top a Steel(High) Top of S el(High) Top of Steel(High) EL. + 6-3 1/2" 2x nailers as required EL. +15'- 1/2"777 / 41 EL. +15'- 112" 'Azek'decking slats fastened to — teel beam,see structural in s T_ �. 9 ,.. _ co, posite vertical nail rs: Paint r.. � nai ers to matc panel a and I y d L Fiber cement panels behind �l decking slats, painted to match siding ,- � Steel bar joists, painted. See r structural drawings � f 2 x 8 top plate fastened to beam. _ ,, Finish board with J-bead. gyp' ch — �. 77 ........... _ Fabric awning. See elevations— r o o o _ Drip flashing N N 5/4"x 21/2"composite trim Se�strctural drawings m — or ea der M - Expansion head track at openings �i greater than 64' 77 Line of steel column in wall � Line of st el o ump in wall. Line of st el o umn in wall. 77 See structural drawings - g _ 9 I L �ee struc�uracf tlrawin s ' See struc�urad rawin s C 711 I 10 77 2x solid wood blockin at Fiber cement siding, painted wall mid-point(all wallas with 6 +/-reveal over 10'high,typical) M A .............. o M CC A3.4 j A3.4 A3.4 - Face Brick Veneer A return beyond I Face Brick Veneer A return beyond Gyp. board return to J channel j and sealant at storefront frame 'Tyvek Commercial Wra 'weather Prime walls with vapor 'Tyvek Commercial Wra 'weather Insulatin lass in aluminum p p , barrier with all joints and ppenetrations retarder paint(1 perm.) barrier with all joints and penetrations I storefroniq framing taped. Fasten with Tyvek'Wrap cap full height,typical taped. Fasten with Tyvek'Wrap cap fasteners. Overlap alf flashing: fasteners 318"shim and continuous spray 5/8 Gyp. board finish full height — foam sealant,all sides 112"Exterior grade �' to underside of steel beam 112" Exterior grade 2 x 8 Wood stud framing at plywood sheathing plywood sheathing - at 1-4 o.c.with R-25 batt r- 2 x 8 Wood stud framing at p insulation F at 1'4'O.C.with R-25 batt A3.5 A3.5 Adjustable brick ties at 1'4'o.c. insulation each way,typical M 5/4"x 21/2"composite trim_ 5/4"x 2112"composite trim y yp Additional 2 x 4 framed build-out. P Face Brick Veneer A See details Continuous rowlock sill Continuous rowlock sill �:-E: �, 2"Vented air space ' 2 x 8 sill on 2 x 8 P.T. 2 x 8 Wood stud framing at sill on sill insulation with - Mortar Break cavity wall galy.anchor bolts. See at 1 -4 o.c.with R-25 batt foundation Ian Y Face Brick Veneer B Face Brick Veneer B �,, insulation drainage system p 'W.R. Grace Perma-Barrier' Base as scheduled o a M Sim. - o M Sim r, _ For typical notes and , For typical notes and thru-wall flashing with weep Finish s chedulIed ver = A3,5 dimensions,see wall section A3.4 dimensions, see wall section holes at 2-8 o.c. conctural�rawinab Sgee 1 _ 1 U 8 ground face CMU base g r Continuous reinforced vapor barrier 8" round face CMU base A3.1 8"ground face CMU base a A3.1 Concrete sidewalk. See Structural drawings p g — q 0' 0�� Conc to Slab EL,0'-0" ° M Concrete Slab EL 0'-0" M Concret Slab EL - n, q ° oa q ° ° x=_x�x ° x° ax x X x x x x t x x—�x° X---x x,—x x x q x. x x. ■ ° x °fk_��x��x ° °°—x x g x° ° ° °X O a O I''• ° ° q. . —x x J K._r O ° OI., �. b x ° ° ° ° • - °° a . ° i u u4 1 1 1 ; :, , I I T _ a; 4 14 ._ r q04 °. „ ,.,. . ° :.: 1.C .. .J. (J G r' q { 00 ° „ 1' 314° 1114" . . ��` 4" 1/4° 314 1/4" A3.5 10 31 1 A3,5 14 1 A3.5 - I Concrete foundation, See structural drawings 1'-0" 1''0 q° 1' " ° ° q 2"XPs i id insulation WALL SECTION �° a, WALL SECTION 14 WALL SECTION to top oirfooting 2 3 A3.1 SCALE:314 -1-0 �31 SCALE:314 -1-0 �31 SCALE:314 -1-0 Owner: Engineer of record: New construction of: Title Info.: Ikk ofs Date: 1/21/20 No. Revision Vreeland Design Associates Garrett's Family Market WALL SECTIONS 1 0��`DAVIDA- 77 VREELAND \E; An integrative approach to design, 1617 Falmouth Road 0 CIVIL 2 No.46317 engineering, and site planning o Contact: David Vreeland, PE 3 �S GISTS , a Centerville, Massachusetts 4 S, FAMILY MARKET 116 River Rd., Leyden, MA 01337 1 A3sl Phone (413) 624-0126 - Fax (413) 624-3282 5 11/10/20 Ad Top of High Parapet Z EL. + 5'-0" Aluminum copingg on 2 x 10 pressure treated nailer Aluminum gravel stop PVC air vents at top of wall ' / 2 x 10 rafters at 1'4'o.c. at 2'-8"o.c.,typical Slope at 1/4"per foot 2"Dolyiso. rigid insulation on 3/4" E G COX plywood sheathing 6 B A3.5 Sim. Commercial aluminum gutter and B downspouts 'Tyvek Commercial Wrap'weather barrier with all joints and ppenetrations taped. Fasten with'Tyvek'Wrap cap fasteners , Aluminum ravel stop on Aluminum gravel stop on -_ 1/2" Exterior grade777 2 x 4 pressure treated nailer 2 x 12 pressure treated nailer \ plywood sheathing / Top of Parapet / To of Parapet / p p \ Adjustable brick ties at 2'-0" EL. +21',0" - I EL. +21'-0" o.c. both ways,typical 5/4 x 6 composite trim I C PVC air vents at to of wall I Face brick � - at 2'-8"o.c.,typical p 2"Vented air space I_ II 77 2 x fr ing at 1'4'o.c. Extend PVC membrane up roof - \ i�\ 'Mortar Break'cavity wall over 1/2" mineral board drainage system / 5/8"CDX plywood sheathing ` B A3.5 Full height 2 x 6 framing at 1 -4 o.c, Extend PVC membrane up roof 'W.R.Grace Perma-Barrier' - thru-wall flashing with weep 1 IN \ over 1/2 mineral board holes at 2'-8 o.c. _ LVL and alvanized steel lintel• 5/4"x 2112"composite trim See structural drawings ,j 5/8"I CDX plywood on 2x bracing - at 1 -4 o,c• at parapet walls N 4" 1 6 314" G 50 mil.fully adhered single-ply 50 mil•full adhered single-ply A3.5 A3.6 PVC membrane. Color;white y PVC membrane. Color;white 'Azek'decking slats fastened to 1 1/2' 11 114" TCX \ 6"total polyisoc anurate ri id y g Cn co, posite vertical nai rs. Paint 2x naile as required insulation on 1 1/2"metal deck, 81/2 TCX / 450.p1 6"total polyisocyyanurate rigid Y nail ers to match panelebeyond painted,see structural drawings �� insulation on 1 112" metal deck, o Fiber cement panels behind _ painted,see structural drawings decking slats, painted to match siding _ 2x blocking to follow top of insulation LVL canopysupport notched intoJ x pp , Top o Steel High) 2 x 8 studs. See structural drawings Top o Steel(High) " - Top of Steel EL. + 5'-311 " Architectural metal canopy with EL. + 5'-3112° EL.Varies a hanger ipe as embl . k`. See structural, rwin s (Hangers at 6-0 o.c. max.) Steel beams,see structural dr wings r Continuous spray foam at 10 {: foam at roof to wall I A�.3 � . 77 400-0' - = Steel bTI A. arjoists, painted. See77 - r o structural drawings s i 1 CN o i steel beaten fastened to -y N Expansion head track 2x infill framing as required - I T. i 41-111 4" 5 3/4 ' Fiber cement panel, painted -77 - Cano y drain to tie into over 5/8'plywood , -� Cn pier ownspouts o s -, Coordinate framing with recessed m --� - lighting. See Ceiling Plan "' , '`i NCJI r Y / ....... L..._..; . s Cl) Insulatin lass in aluminum storefron raming o -x - f I i M i ; + + , 1 'Azek'decking slats fastened to a dine f t be steel col n co• osite vertical nai rs. Paint P II in wall. ee structural drawings ; I' nai�ers to match panelebeyond ?[_ I / li it i I , I 7 / ( ' Fiber cement panels behind decking slats, ainted to match siding = , 2x solid wood lockingg at wall mid-point all walrs 4 = 1 over 10'high,typical) L ' t N A3,4 —i I _ A3.4 M A3.4 , , Face Brick Veneer A return beyond - 'Tyvek Commercial Wrap'weather I I barrier with all joints and penetrations i Tyvek Commercial Wrap'weather Prime walls with vapor ' ' - taped. Fasten with 'T vek'Wra cap I barrier with all joints and penetrations retarder paint 1 perm.) p Y p p k P p ) fasteners taped. Fasten with Tyve Wrap cap full height,typical Sh�im and continuous sealants I °=� I E 518"Gyp. board finish full height + fasteners atl sides,typical = to underside of steel beam 1/2" Exterior grade 2 x 8 Wood stud framin at II / 5/8"Gyp• board finish full height -� - " - g 9 112 Exterior grade sheathing I at 1-4 o.c.with R-25 batt sheathing �. 1 II �I— plywood 9 l.ine pf t be steel canp��rllintel column -, ' ine of steel Go�umq in wall B insulation plywood g in wa I. See structura awings ee struc ural rawings o ; 2 x 8 Wood stud framing at at 1'4'o.c.with R-19 batt ti Adjustable brick ties at 1'4' insulation -- `F ' + o.c. both ways,typical Face Brick Veneer A pier beyond nsulatin glass in medium stile Y Yp• I" storefront door r Face Brick Veneer A - 2"Vented airs ace 2 x 8 sill on 2 x 8 P.T. Ground face CMU bulkhead beyond. I -° , p sill on sill insulation with See part Section j [ ! Mortar Break cavity wall / galy.anchor bolts. See 4A I 1/2"maximum threshold drainage system foundation plan A3.2 I Insulatin glass in aluminum �r , storefron framing I For typical notes and W.R. Grace Perma-Barrier' Base as scheduled Finish s cheduled ver Yp 1 dimensions, see wall section thru-wall flashing with weep concre a or Slab. �ee - / , Finish as scheduled over / (. structural c�rawin s Aluminum sill flashing 2 x 8 pressure treated sill holes at 2'-8"o.c. 8"ground face CMU base 9 ,' 1 concrete fl or slab. See i - - =; 8"ground face CMU base structural rawings Concrete sidewalk. See Structural drawings Continuous reinforced vapor barrier 2°ground face CMU soap2 x 8 framed bulkhead 8"ground face CMU base beyond I A3.1 co Concrete sidewalk. See Structural drawings Continuous reinforced vapor barrier Conc to Slab EL. 0'-0" -- Conc to Slab EL.0'-0" I M Concrete Slab EL 0' 0" � r -x�x �x —x�—x� x —�x —x x x ° x x� bi —x x x X=�x�--x x x n ° • a a —x >< •x — e • • •° x x x x x . . d „ .r • i 4 1 1 , 6 3/4 x 14. °:.. , u .. 1 f ,. > 6314 'f4 • ,, .fir „ .. .. .: .,t - , K , . „ . A3.5 8' 8 i< 8 3/4 1 1/4" L • 1'-0 411 Concrete foundation. A3.5 A3.5 See structural drawings gip„ a a Concrete foundation. See structural drawings 4 WALL SECTION toll XP oti'O'd insulation 4A WALL SECTIO 5 WALL SECTION top6 WALL SECTION 2 XPS i id insulation - • to top o�tooting A3.2 SCALE:3/4"44' g �31 SCALE:3/4"=1'-011 �32 SCALE:314"=1'-0" �12 II_ I II SCALE.3/4 -1-0 Owner: Engineer of record: New construction of: Title Info.: '\ Vreeland Design Associates Garrett'S Family Market W No. Revision �;,�H��s Date: 1/21/20 9 pP 9 VREE'LAND mi An inte rative a roach to desi n, ALL SECTIONS 1 � arre t's 1617 Falmouth Road engineering, and site planning 2 " ht CIVIL 7 n�, Centerville Massachusetts 3 �G P� Contact: David Vreeland, PE p rsre w �YFSS, 4 FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 6 Aluminum gravel stop 2 x 10 rafters at 1'4'o.c. Slope at 1/4"per foot " olyiso. rigid insulation on 3/4" E RX plywood sheathing A3.5 Sim. \ / Aluminum gravel stop on 2 x 6 pressure treated nailer / Top of Parapet EL. +18-0 5/4"x 8"Composite trim "777I 3/4"Thin brick to control joint C 'Laticrete' Masonry Pointing Mortar 'Laticrete'thin brick mortar for adhesion i 'Laticrete'Air and Water barrier Aluminum gravel stop on 'Laticrete'thin brick mortar skim coat 2 x 8 pressure treated nailer 1/2"cement board Top of Parapet EL. +18'-2" ( Extend PVC membrane up parapet 1/2"CDX plywood sheathing 5/4"x 8"composite trim over 112" mineral board 2 x 6 framing at 1'4'o.c. 113 C 10" 5/8" CDX plywood sheathing 50 mil.fully adhered single-ply A PVC membrane. Color;white 81/4" G 50 mil.fully adhered single-ply 60 mil.fully adhered single-ply J � � A3.6 6"total polyisoc anurate rigid &A35 PVC membrane. Color;white PVC membrane. Color;white / insulation on 1 1y/2" metal deck, ,� / Continuous spra foam painted,see structural drawings \ 6 total of isocyyanurate rigid G 6 total polyisocyyanurate rigid A3.6 at roof to wall y o p g Aluminum gravel stop on insulation o 1 1/2" metal Tel A3.6 / insulation on 1 112" metal deck, 2x blocking to follow top of insulation _ 2 x 4 pressure treated nailer painted,see structural drawings painted, see structural drawings Top of Roof(Sloping) - Top of Parapet Top of Steel(Sloping) EL.Varies EL.-+15'-0112° Commercial aluminum gutter and EL.Varies J o downspouts Steel angle fastened to deck and wall / A3.6 \ Top o Steel Low \ - Continuous spray foam at roof to wall 2x blocking to follow top of insulation .� EL. +14-2112 Steel angle fastened to deck and wall 5/4 x 10 composite trim at back wall only(to support gutters) A3.2 J L Steel bar joists, painted. See structural drawings " " 10 WALL SECTION �33 SCALE:3/4"44' p 0 i 'Tyvek Commercial Wrap'weather barrier with all joints and penetrations taped. Fasten with Tyvek'Wrap cap - fastenersCD 518" Exterior grade(Fir) "' '� plywood sheathing °� C I Acoustical ceiling tiles in suspended r grid. See Ceiling Plan Cn 2 x 6 cont. blocking at ceiling line �- Line of steel column in wall. 'Azek'decking slats fastened to See structural drawings composite vertical nallers. Paint 18"G board finish full height o �' . .. Hailers to match panel beyond to underside of steel beam Fiber cement panels behind N ' 2x solid wood blockin at decking slats, painted to match siding wall mid point(all wallgs over 10'high,typical) Fiber cement siding, painted 5/8"gyp. board finish Fiber cement siding, painted '` ;' 5/8"gyp. board finish with 6"+l-reveal with 6"+/-reveal 'Tyvek Commercial Wrap'weather 2 x 8 Wood stud framing at 'Tyvek Commercial Wrap'weather 2 x 8 Wood stud framing at barrier with all joints and penetrations at 1'4'o.c.with R-25 batt barrier with all joints and penetrations at V-4"o.c.with R-25 batt taped. Fasten with'Tyvek'Wrap cap insulation taped. Fasten with Tyvek Wrap cap insulation fasteners fasteners i 1/2" Exterior grade 5/8" Exterior grade(Fir) plywood sheathing For typical notes and plywood sheathing For typical notes and Reverse.bri�kshelf. See Finish s chetlulIed ver dimensions,see wall section dimensions, see wall section Foundation Plans concre a or Slab. See / structural drawings Aluminum drip flashing 1 Aluminum drip flashing < -_le. Continuous reinforced vapor barrier A3.1 A3.1 5/4 x 8 composite water table trim 5/4 x 8 composite water table trim Concrete Slab EL.0'-0" Concrete Slab EL.0'-0" 0 Concr to Slab EL.0'-0" xx° x - a . x x, xTx x X T7x x x-x x x° x ° . ° a . ° L ° 3 A3.S a, ° A3.5 8 ° A3.5 ° 1/4" . 2 /4" 4,1 4,1 Concrete foundation. See structural drawings 7 WALL SECTION t"t p origootmgulation 8 WALL SECTION g WALL SECTION A3.3 SCALE:3/4 -1-0 A3.3 SCALE:3/4 -1-0 A3.3 SCALE:3/4 -1-0 Owner: Engineer of record: New construction of: Title Info.: a v, No. Revision (N 6f A 4S Date: 1/21/20 Vreeland Design Associates Garrett's Family Market WALL SECTIONS 1 0��` DAVIDA.S�nyG An integrative approach to design, a Cli g pp g 1617 Falmouth Road 2 �� ��A an S engineering, and site planning No.46317 Contact: David Vreeland, PE Centerville Massachusetts 3 q �SGIS7�P``Gn,�``� FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 sl A3,3 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 1 1'-611 V-1 1/4" 4 3/4" 3 5/8" 2 3/8" V-0" 6 n2 � 3.1 A32 Face brick veneerer \ j 5/8"gyp. board finish IVIL „ \ J �� _ =,:, 2 x 8 sidewall framing at 1'-4"o.c. Canopy roof drain Brick ties at 1-4 each way Steel beam. See structural dwgs. Steel beam. See structural dwgs. Batt insulation III - - __ Gyp.board returns Gyp.board returns Vent space \ \ I 2 x 8 front wall framing at 1-4 O.C. 2 x 8 front wall framing at 1'4'o.c. 318"shim and cont.sealant 3/8"shim and cont.sealant r- __ - - - _ - _ - - - - 2 x 8 front wall framing at 1 4 O.C. 'Tyvek'Commercial Wrap 2 x 8 front wall framing at 1'4' •e. hear wall, See structural dwgs. Line of oncrete foundation Aluminum storefront Aluminum storefront ;�Line of concrete foundation 1/2 CDX plywood sheathing _ JV V I, ' 'U j l — — — 7T - - -- - - - - - - - Line of concrete foundation - - - - - \ - - - � ---- --- - - - - - - - - - - - - - - -- - - - - - -4/v - - - - - - - -- - - DM s ---- ``' M --- I , � Aluminum storefront = N °� ._ - L Rowlock sill \ \ M i - - - - 5/4"x21/2° - - - - - - - - - - - - - - - - - - - - - �� /' '�� A V Composite trim II II �r II I \ 5/4 x 21/2 Brick bulkhead below 5/4 x 2 1/2 composite trim composite trim =- Tyvek Commercial Wrap \ E JFiber cement sidingLL o Steel column, See Shear wall. See structural dwgs. LLSteel column. See structural dwgs. Maintain minimum 1/2"CDX plywood sheathing structural drawings _ 2"vent space 6" Rowlock sill 1'-011 1'-0" \ N Reference elevations for control joints 2 x 4 build-out wall 1 /37_� 2 3 2 x 6 pier framing- 277tV= \ „� \ ti A3.1 'Tyvek'Commercial Wrap \ V �\ '" 3 A3.1 A3.1 A3.1 -� A3.1 1/2"CDX plywood sheathing 61/4" 9 3/411 9 3/4" 61/4" A DETAIL AT CORNER B JAMB 1 COLUMN DETAIL JAMB 1 COLUMN DETAIL I Line of steel support above Wrap protruding column 2,_81, Line of metal canopy above �31 SCALE: 1 1/2"=V-0" �31 SCALE: 1112"=V-0" A3.4 SCALE: 11/2"44' in thru-wall flashing py I 2 JAMB / PIER DETAIL �- �31 SCALE: 11/2"44' 6.1 10" 9 � 3 3 � 11 5/4"x 21/2"composite trim A3.3 5/4"x 21/2" Galvanized pressed metal Steel column. See structural dwg . 9 Fiber cement siding 0 \ 3 Fiber cement siding 'Tyvek'Commercial Wrap composite trim door frame,painted A3.3 'Tyvek'Commercial Wrap 5�\ 1/2 CDX sheathing Steel column. See structural dwgs. 1/2"CDX sheathing Fiber cement siding 2 x 6 nailer y � .._ e n Sepia i 51 -15 ! 514x t 21/2" composite rim -' Vt I 2 x 8 rear wall framing at 1'4'o.c. " „ 2 x 8 rear wall framing at 1'4'o.c. 6 1/2"CDX plywood sheathing 5/8 gyp. board finish 2 x 8 rear wall framing at 1-4 o.c. 1'-0" 6" 1 I Batt insulation Batt insulation Steel column. See structural dwgs. Batt insulation 'Tyvek'Commercial Wrap 811 811 9 5/8"gyp. board finish 5/8"gyp. board finish 6 ' Line of concrete foundation J 11 j Brick ties at 1 4 each way G COLUMN DETAIL \ 2 x 8 sidewall framing at 1'4'o.c. - � Face brick veneer A3.4 SCALE: 1112 -1-0 Vent space Steel column. See structural dwgs. I CC (_E-� DETAIL AT CORNERrF -� JAMB DETAIL 6 5/8"gyp. board finish __J L A3.2 I �31 SCALE: 11/2"=1'-0" �31 SCALE: 1 1/2"=V-0" - Fiber cement siding Line of concrete foundation - I j AU 2 x 8 sidewall framing at 1'4'o,c• 4.1 7 H CORNER DETAIL A3.2 Canopy roof drain Line of concrete foundation � �34 SCALE: 11/2"=1'-0" Steel beam. See structural dwgs. G board returns Line of concrete foundation 2 x 8 front wall framing-ing at 1'-4"o.c. -. YP Shear wall. See structural dwgs. 21/2"composite nailers (6 ) 2 x 8 front wall framing at 1'-4"o.c. _ _ - -_ _ _ _ - - _ _ , 318"shim and cont,sealant 2 x 8 front wall framing at 1'-4"o.c. Batt insulation Batt insulation _ - - fastened to wall studs 518" board finish Steel column. See structural dw o at 1'-4"o.c, max. Line of concrete foundation �; Aluminum storefront 5/8"gyp. board finish gyp g 1'-011 6" I _ M --'Hardnel side painted �* cc- 'Tyvek'�* - - V V- - - - - - - - 4- - - - - - - - - - - - - ' Commercial Wrap 'T'Tyvek'Commercial Wrap- - -� - - - - - - - - - - yv p M tiVL` - -- - - co D 1/2 CD plywood sheathing AU X I 'n r " L, _ 112 CDX plywood sheathing N M _ - - - -- „ „ 2 x 4 build-out wall Line of concrete foundation j „ _ Fiber cementsiding M o I N "composite Hailers II 11 2112 -- I - - - _ fastened to wall studs 514 x 2112 �� �� ,\ 518 gyp• board finish composite trim V � I: 514x2112 \ VL�: �V � �V� p composite trim o �� co \ Composite plank rainscreen slats - p � � - Batt insulation \ E Steel column. See Face brick veneer structural drawings Rowlock sill below 2 x 4 build-out wall Face brick veneer " " " _ Vents ace 5 9112 2 3/4 3114 2 x 8 sidewall framingat 1'-4"o.c. „ 2 x 6 pier framing Face brick veneer p Vents ace Brick ties at 1-4 each wa ti p g 'Tyvek'Commercial Wrap p \ y /' / Brick ties at 1'-4"each way yv p 5'-3112" 4 \ T ek Commercial ra 2 1 II 1 5 I \ V \ i p 1/2 CDX plywood sheathing A3.2 1/2"CDX plywood A3.1 A3.1 A3,1 A3.2 j ` y Vent space sheathing 61/4" 9 314" ' 9 3/4' 61/4" j \ 6 Line of steel support above K BRICK CORNER DETAIL Wrap protruding column A3.2 11- 1 II " " " Line of metal canopy above 2'-8" in thru-wall flashing A3.4 SCALE: 1 112 -1-0 4 314 71/4 2 3/8 31 � I JAMB 1 PIER DETAIL SLAT CORNER DETAIL M BRICK CORNER DETAIL �34 SCALE: 11/2"44' A3.4 SCALE: 11/2"=1'-0" A3.4 SCALE: 11/2"44' Owner: Engineer of record: New construction of: Title Info.: No. Revision zN of�S Date: 1/21/20 Vreeland Design Associates Garrett's Family Market PLAN DETAILS 1 ���`4avYD� � Vreeland e 2 � VRCLAND 1 An integrative approach to designarret s , 1617 Falmouth Road u No.46317 a engineering, and site planning 3 ��esYaP`� Contact: David Vreeland, PE Centerville, Massachusetts 116 River Rd., Leyden, MA 01337 4 1 A3,4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 D C B - Elastoform flashing with Elastoform flashing with 'W,R. Grace Perma-Barrier' Composite rainscreen slats Formed .040 prefinished lap splice Formed ,040 prefinished lap splice thru-wall flashing with wee aluminum coping aluminum coping 9 p holes at 2'-8"o.c. Aluminum flashing 2 x 10 pressure treated nailer - fastend to parapet and brick / Double top plates Face brick veneer / 1 1/2"x 21/2"composite trim p p j 2 x 8 framing at 1'4'o.c. - _ PVC vents at 2'-8"o.c. I PVC membrane up parapet 514"x 6 composite frieze PVC membrane up parapet dramar Break'cavity wall / �� 5 x 5 x 1/2"galvanized steel lintel See structural dwgs.for header I onto coping onto coping drainage system drawingsto studs. See structural Brick return beyond -- / I Alik Top of LVL Typical brick wall construction ; I 1/2"mineral board Typical framed wall construction112"mineral board EL. +17'-11 1/2" �� mma� at 1' 4"o c 2 x 6 wall framing - Fabric awning in aluminum frame. I See structural dwgs.for framin j full height from beam below Reference elevations _ See structural dwgs.for framing9 1314"x 12"LVL lintel screwed to wood studs 1'-3114" Detail similar at thickened wall locations 7 314 Fiber cement siding 1/2"CDX CDX plywood sheathing / 1'-6 314" 'Tyvek'Commercial Wrap _ g COPING SECTION C COPING SECTION 1/2"CDX plywood sheathing �35 SCALE: 1 1/2"= V-0" A3.5 SCALE: 1 112"= 1'-0" _ 11 �12" 11 114" -'- 3 x 3 x 3116 steel angle screwed Aluminum flashing JCX to wood studs Composite plank rainscreen slats 5/4"x 21/2" - - 6"total polyisocyanurate rigid composite trim I 21/2"composite nailers insulation on 1 1y/2" metal deck, fastened to wall studs painted,see structural drawings at 1'4'o.c. max. Insulatin glass in aluminum storefront framing PVC roof membrane on 1 1/2" o Brick veneer return beyond 3/8"shim and cont. sealant - - rigid insulation base Slop 'Hardipanel'siding, painted Formed .040 prefinished m �_ . A WALL SECTION aluminum coping 'Tyvek'Commercial Wrap CD 2 x 10 pressure treated nailer / Top of Steel (High) mmm� m• A3,5 fastened to parapet and brick i EL. +15'-3112" � PVC vents at 2'-8"o.c. > j ; 13/4"x 12" LVL Brick return beyond �' 5/8"CDX plywood sheathing Threaded rod attachment with notched into Y _.._ p Y thru-bolt clevis and eyebolt for clevis attachment' on 2 x 10 sloped rafters at 14'o.c. I. Fiber cement siding / _ ��Steel beam with 'Tyvek'Commercial Wrap Double top plates ( structural drawings _ I I 1 Typical brick wall constructions / Aluminum flashing - Aluminum flashing to match canopy / x 8 framin at 1'4'o.c. 1 1/2 x 21/2 -_ I 2 x 4 framed build-out to accept canopy 2 composite trim I; 1/2"CDX plywood on I to support LVL lintel above ........_.____.... 2 x 6 framing at 1-4 o.c. / Roll formed aluminum decking Rowlock sill � �' _-,. " � 9 Face brick veneer 11 i j 1 Schedule 40 hanger pipe assembly PVC vents at 2'-8"o.c. I - F, E HIGH WALL SECTION �. 2 x 8 front wall framing Vent space I11 _ 1 11 ..1 �35 SCALE: 1 1/2 - 1-0 Extruded aluminum fascia Top of Steel A_ 40°-0' EL. +13'-21/211 E 518"9YP board finish Top of Steel ROWLOCK SECTION AFF w_ -Y EL. +12'-101/4" �35 � — —® — — — —®— — — — — — — — � I Steel beams. See structural drawings Lap splice flashing Typical roof construction ° Infill beam web with 2x solid framing Coordinate framingwith Insulatin lass in aluminum Aluminum gravel stop— PVC membrane to box flush with brick beyond I recessed light loctions. See Ceiling Plan g 9 storefront framing .040 prefinished alum.7" Shim and cont.sealant box gutters with 4 x 5 I Architectural metal canopy. Expansion head track downspouts. Provide I See structural drawings ............ Aluminum sill flashing ;' i 'Nardi anel'sidin over 112"plywood Insulating glass in 514"x 2112" p g aluminum storefront on 2x framing at f-4"o•c• I framing composite trim Pressure treated nailers - U _ — - - / fastened to roof decking a " " board returns Rowlock sill , , -: 0 4'-1" __ 4" 3 3I4 � 1111111"73 114 I GYp• Typical wall construction Thru-wall flashing Canopy drain in pilaster g g to site drainage ... F- .....-. PVC vents at 2'-8"o.c. I __ See structural dwgs.for framing 'Tyvek'Commercial Wrap Masonry pier beyond yu p Provide thermostacally controlled I ' heat trace tape in all gutters Vent space ' ; ! and downspouts,full height rN CANOPY SECTION ILL SECTION GUTTER EDGE SCT. A3.5 SCALE: 1 1/2"= V-0" F S � A3.5 A3.5 SCALE: 1 1/2"= V-0" D 1 C / Face brick veneer ; 'Tyvek'Commercial Wrap - - 3114 2"Vented airspace Typical brick veneer Composite siding _...................... Wall return beyond 1/2"CDX plywood sheathing 2 x 8 front wall framing at 1'4'o.c. 1 construction 1 • 11 1 11 Medium stile aluminum 'WR.Grace Perma;Barnet' / (2)2 x 8 PT.sill with 112 x 1-4 galy. ; ! �...... _.._._............:.:::..::.-.-:.. .. thru-wall flashingwith weep anchor bolts with 3"x 3"x 114"plate 2 x 4 build-out wall `. T ical 2 x 8 sidewall 2 x 8 wood stud wall Masonry pier beyond I( storefront door holes at 2'-8"o.c. % washers at 3'-0"o.c.thru both sills. 1 1 --Typical Aluminum flashing .. ._......._.. !.... ................ . i 11 Two per sill, minimum Tyvek Commercial Wrap construction 9 construction ._.... I ... ........ ... 1/2"max. aluminum Brack ties at 1-4 each way ( p ) , , � � to overlap thru-wall flashing 77/ threshold to cover Base as scheduledinsulation break 112"CDX plywood sheathing Cut insulation to allow 1 x 8 com osite Ground face CMU soap beyond Mortar Break cavity wall � p Yw 9 P pj � drainage system X _ Concrete floor slab See structural dwgs.for shear walls slab to reach sidewall water table trim 8"ground face CMU base ° Continuous reinforced vapor barrier � � Concrete floor slab M < n Concrete Slab 6 -- Concrete Slab EL 0-0 ° ° o Slope a 1 11 � �- a M 1 11 Concrete Slab EL.0-0 p -� 4' ° X X ° °.4L ° a o X X ° ° o —X X — a Q , X ° Q Q ° ° X a Q ° fil- aQ a ° IP., '° a a4 ° 4 �� a Q o ° —�.ra a 8 ° a J Concrete sidewalk a ° a ° a : 2XPS,nt isI in a od n uato a ` . _ ,.: 2 XPS n id insulation aid 177to to o footm 11 " f a n p 9 0 of Doti ° a tot ri 10 3 5114 a 11 . „ insulation 2 XPS ngid insu 11 II a �� ,-; :..,, , . _ 11 11 , : a 11" 11 , to to of footm Concrete foundafion. See 3 . --2 X, ulation 10 9 n. a 11 - 51/4 P / 411� Concrete foundation. Se o ° 614 5114 ° 2 3/4 ° to 0 of footin 1011 � � _ , `. ,, .. ,.' _. _ ; . ,: _. ,,,.. , , � _ ° : ._ structural drawin s I I ...,9 9 win ..,: ,. , ... .: a > structural drawings , 11 Al 11 11 , 1-2 314 1 1 1 For typical notes of 8 For typical notes at 11 4 3 518 2 518 51/4 For typical notes at ; >>.; b Yp 3/4 /411 o a base of wall see a ° o ° base of wall seNA3.5 ° ° base of wall see ° H a a a A3.5 H FOUNDATION SECTION FOUNDATION SECTION K FOUNDATION SECTION FOUNDATION SECTION M FOUNDATION SECTION �35 SCALE: 1 1/2"= V-0" �MJ.5 SCALE: 1 1/2"= V-0" A3.5 SCALE: 1 1/2"= V-0" �35 SCALE: 1 1/2"= V-0" �35 SCALE: 1 1/2"= V-0" Owner: Engineer of record: New construction of: Title Info.: Vreeland Design Associates � it Market No. Revision �`�-c���,,�s�n Date: 1/21/20 9 Garrett s Family a SECTION DETAILS 1 �a� flAVIDA. y� -z VREEIJ�ND ml An integrative approach to design, 1617 Falmouth Road 2 " No 463» iarrett Sengineering, and site planning 3 A m� 't Centerville, Massachusetts Contact: David Vreeland, PE 4 Fss, GA3sS FAMILY MARKET 116 River Rd., Leyden, MA 01337 L Phone (413) 624-0126 - Fax (413) 624-3282 5 1 1/10/20 3 5/8" Metal stud slip track 3 5/8" Metal stud slip track - Continuous top runner Extend gyp. board full Continuous top plate N Continuous top plate Continuous 2 x 4 wood hei?ht to underside of stud diagonal bracing a roo deck Extend framing to underside Note-As an alternate to metal Note-As an alternate to metal 4'-0"o.c. I of roof deck stud slip track, provide'Simpson' Extend wall framinj full height stud slip track provide'Simpson' Continuous 2 x 4 J Extend board full Cut gyp. board around roof STC roof truss clips at each to underside of roo deck STC roof truss clips at each 2 x 4 Wood studs at 1'-4"o.c. (wood stud tie hei ht to underside of joists and finish with J bead truss to wall location truss to wall location roo deck 2 x 4 Wood stud brace at Extend board to 12" 2 x 4 Wood stud framing / Sound attenuation batts �4'-0"o.c. Extend gyp. board to 6" Extend gyp. board full gyp. � Extend board full height one � �� 518"gyp. board full height above ceiling Cut gyp. board around roof hei ht to underside of E above acoustical ceiling 9Yp 9 at 1-4 o.c. full full height + 9 g 2 x 6 wood stud framing side of wall at Sales Area perimeter + joists and finish with J bead roof deck at V-4"o,c. for draftstopping (Fire tape) + , Access panels are required if ' f HVAC eqquipment is positioned Cut gyp. board around roof over Walk-In Coolers Acoustical ceilingthe 5/8"g p board on 2 x 4 joists and finish with J bead in suspended grid wood studs at 1'-4"o.c, - — Finish ceiling. See Reflected 2 x 4 wood stud framing Ceiling Plan Finish ceiling. Se 2 x 6 Firestopping 5/8" y board on,2 x 4 as required , Reflected Ceiling Plan �, gp , � wood studs at 1-4 o.c. Extend wall finishes 2 1 Continuous corner bead. - above ceiling I Secu to top of chest Typical at all corners 3/4 curved plate as per plan _ zo 5/8"gyp board on 2 x 6 Plumbing chase wall �� 5/8" MR gyp. board See Ceiling Plan 1 x 3 wood strapping 1/2"gyp. board finish on + + Soffit EL. +9-6 /\ - 2 x 4 wood stud framing. See Continuous bottom plate 41-11 Floor Plan m nailer 51/2 Gyp. board on cooler face > Top of Cooler box. Continuous botto Verify in le A VALENCE SECTION B DROPPED SOFFIT SECTION TYPICAL INTERIOR WALL TOILET ROOM WALL DETAIL E CLOSURE AT CHESTS A3.6 SCALE: 1 1/2" = V-0" A3.6 SCALE: 1 1/2"= 1'-0" A3.6 SCALE: 1 1/2" = V-0" A3.6 SCALE: 1 1/2" = V-0" L3.6 SCALE: 1 1/2"= V-0" � SECTION ELEVATION 3/8"galvanized steel T Roof curb sglied by HVAC plate saw kerfed into post Lap sealant 060 cured membrane contractor' ins ailed by roofing Rubber or urethane rod stock and beam _ -_= u_ Cut-off mastic Note: adhered in place Pre-molded pipe seal must Bonding adhesive ru Stainless steel pipe clamp have intact rib at top edge I Bonding adhesive , Premolded pipe seal regardless of pipe diameter Universal fastening plate Typical 2 x 6 sidewall 6 framing at 1-4 o.c. 1/2"galvanized counter °= ____ ____;�� 8 x 8 Cedar beam clear Inseam sealant Membrane flashing with splice construction sunk thru-bolts sealed with 'Penofin' Splicing cement Splicing cementF Splicing cement Spray-foam sealant 4 La sealant i p 9 p Inseam sealant 1/2"from flange 2 x 6 firestop to follow Steel angle fastened to metal Lap sealant La sealant roof insulation sloe decking and to wood framing Lead coated copper PVC membraneLocate inseam sealant 1/2" 13" i . Insulating aluminum curb P p g g i PVC membrane with vibration isolation 3" min. PVC membrane cap flashing from inside edge of pipe sealant. See typical parapet base CID flashing detail G A3.6 M PERGOLA DTL. i Spray foam sealant �� - - A3•6 SCALE: 1 112" = 1'-0" Top of Steel(Slopingu L ) --- - EL.Varies 14'-0" 10" Insulation Curb opening Roof insulation on metal deck Roof insulation on metal deck ------ ----- p 9 Insulation Typical roof construction Continuous pressure treated 5/8" board finish Typical roof constructio 1/2"-6112" Diameter pipe blocking (wider than curb width) gyp L M Lead coated copper A3.6 A3.6 Lead coated copper (—F cap flashing cap flashing PIPE 1 CONDUIT FLASHING PARAPET BASE FLASHINGr_H_-� ALUMINUM CURB FLASHING (-j ROOF TO WALL SECTION A SCALE: 1 1/2"= V-0" �36 SCALE: 1 1/2" = V-0" A3.6 SCALE: 1 1/2" = V-0" A3.6 SCALE: 1 1/2" = V-0" - Note; ti, �_- -- � _._....._ - 0 Exact size of all roof o enin s for fans, hoods, etc. { =_ - - - I - --- O - �p must be verified w/HVAC contractor-see Structural drawings 8 x 8 Cedar beam clear } j sealed with'Penofin' 3/8"galvanized steel plate {% 3/8"galvanized steel plate ,r r-_ --„ saw kerfed into post and beam saw kerfed into post and beam -- = i 2- 1/2"galvanized counter ��,� I 1/2"galvanized counter- -- _ 8 x 8 Cedar beam clear sunk thru-bolts �- i— + _J - I— sunk thru-bolts i sealed with 'Penofin' 7111 8 x 8 Cedarpost clear sealed with'Penofin 8 x 8 Cedar post clear sealed with 'Penofin' i 1 11 � i i 1/2"galvanized counter ! 1/2"galvanized counter sunk thru-bolts 0: sunk thru-bolts 3/8"galvanized steel plate I ' 3/8"galvanized steel plate ' , ',,1 , 7 x 7 x 318 galvanized I �'�: �' `� I � ',, 7 x 7 x 3/8 galvanized plate anchored to slab plate anchored to slab 5"exterior concrete slab. { 5"exterior concrete slab. See site plans See site plans -- � i q 4 J-7—; 1 XX " oX dX--� X pX —X d a SPA—X o 7 i, Ce i ' J n K PERGOLA SECTIONS PERGOLA SECTIONS A3.6 SCALE: 1 1/2" = V-0" A3.6 SCALE: 1 1/2"= V-0" Owner: Engineer of record: New construction of: Title Info.: \ a No. Revision 4 R"+Of ,5 Date: 1/21/20 Vreeland Design Associates Garrett s Family Market CEILING AND ROOF SECTION DETAILS 1 �pAvINo DA.s'�y� An integrative approach to design, 1617 Falmouth Road 2 vsciVI engineering, and site planning No.4fi317 3 Contact: David Vreeland, PE Centerville, Massachusetts � SSGasrL G FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 A3,6 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 FINISH KEY NOTES- FLOORING KEY COLOR AND MATERIAL SPEC MANUFACTURER CT1 Daltile- Portifilio Series Daltile FINISH SCHEDULE DOOR HARDWARE Color: PF05-Ash Grey Hotline: (877)556-5728; 24"x 24" National Order Desk: NUMBER ROOM FLOOR BASE WALLS CEILING CEILING REMARKS Hardware Set#1 All hardware by sliding door Grout: Mepei#107 Iron nationalaccounts@daltile.com HEIGHT www.daltile.com 1. See also Interior Elevations Door 100a manufacturer 1 15116°� _r 1 15116" PAINT 2. Coordinate with Moseley Disign Intent Drawings - CERAMIC TILE COVE BASE r Pressed metal frame 3. Provide 5%of stock finish items to owner for Hardware Set#2 1.5 pair Schlage 3 1/2" 619 butt hinges KEY COLOR AND MATERIAL SPEC MANUFACTURER C Reference Interior Elevations maintenance. Door 103a 1 Schlage AL-Series OME 10S 619 Passage Latch �„ Metal stud anchors 107b 1 Kickplate 619 push side (24 x 34 ) three per jamb °° for all paint colors. 1 LCN 1460 Closer Caulk both sides CB1 Daltile-Portifilio Series Daltile E Y 9 ~ 6"x 24" National Order Desk: See also Moseley Design ._. typical Color: PF05-Ash Grey Hotline: (877)556-5728; CU o Intent drawings for all o Hardware Set#3 1 Schlage continuous aluminum hinge °' `° _ paint colors and graphics gGyp. board finish. Grout: Mepei#107 Iron nationalaccounts@daltile.com s F' o o Door 107a 1 Von Duprin 22L Rim Exit Device with Cylinder See floor plan for sizes. www.daltile.com ) L E °' o � c � E Cn 1 LCN 4010 series heavy duty closer Provide double studs WALL PAINT E 0 E �' N '— _ a 0 1 Kickplate 619 push side (24" x 34") at all openings KEY COLOR AND MATERIAL SPEC MANUFACTURER c� UP m m 1 Aluminum threshold 1 Set weatherstripping PT-1 Sherwin Williams Local Sherwin Williams 100 SALES AREA CT-1 CB-1 O WS-1 PL-1 O PT-1 Varies SW7757 Paint Supply Store 101 TRANSACTION CT-1 CB-1 O WT-1 WS-1 PL-1 O PT-1 Varies Hardware Set#4 1.5 pair Schlage 31/2" 619 butt hinges High Reflective White www.sherwinwilliams.com ..... - _ - - _- - Door 108a 1 Schlage AL-Series OME 50PD 619 Office Lock O 9 6 PRESSED METAL PT-2 Sherwin Williams Local Sherwin Williams 102 COFFEE CT-1 CB-1 � O i � 9 _ _ - - — 1 Kickplate 61 push side (24" x 34") 103 BACKROOM CT-1 CB 1 O a ACT4 O O 9'-6° W 0 Paint Supply Store _ _.1_._. ._....._..........._....._..__... _.._.... .........._.._ Earl Grey www.sherwinwilliams.com ....._..__...._._._.... _ .. _ _ .. _..... _.. .._. . ....................... ......._. __...__.... y 104 UTILITY CT-1 CB 1 O 9'-6" Hardware Set 1.5 pair Schlage 31/2" 619 butt hinges A --- _ ,_ „ A4. ALE. 1 1/2 - 1 0 Door 110a 1 Schlage AL-Series OME 170 619 Single Dummy Pull SC g g Y PT-3 Sherwin Williams Local Sherwin Williams 105 COOLER 1 FREEZER O O O - 111 a 1 Push plate 619 push side (4" x 16") SW6347 Paint Supply Store 106 FOOD LINE CT-1 CB-1 I O WT 1 ACT3 O 9'-6° 1 Kickplate 619 push side (24" x 34") Chrysantheum www,sherwinwilliams.com ._....._.._.._.. ....... _ _, . . _....__.........._..._....� _................_ -._ ..__.. .... �... ... 107 SERVICE CORRIDOR CT 1 ` CB-1 O ACT4 O 9'-6" WilliamsWilliams _ _... ........_.. ... ...... _ ._._.... ..._...... _ PT 4 Sherwin W ' Local Sherwin Willia „ Paint Supply Store 108 OFFICE CT-1 CB-1 O ACT1 O 9-6 SW6482 -_ _ Cape Verde www.sherwinwilliams.com 109 HALL CT-1 WT 2 O O PT-1 8'-0" 1. All door hardware is to be ADA compliant. Aa3 2. Door hardware to be Grade 2, satin nickel or stainless steel finishes. --- - - -- - — _- - ---� _" PT-5 Sherwin Williams Local Sherwin Williams 110 MEWS ROOM CT-1 WT 2 A43 O PT-1 8-0 3. Provide a master keying system at all locking doors - coordinate with owners. SW6471 Paint Supply Store ..................._...... . .... .......__ _ __ . _ .. ... ... _ - _ 4. Provide wall mounted 619 finish wall stops and silencers at all interior doors. 111 WOMEN'S ROOM CT 1 WT 2 A43 O PT-1 8'-0" p Hazel www.sherwinwilliams.com ....................... .... __ - ' -- - -- - .................................. -- - - 5. All closers are to be mounted on the opposite side of the Retail and Joint Venture spaces. i. _..._...__ 112 WALK-IN COOLER O O O - PT-6 Sherwin Williams Local Sherwin Williams SW6484 Paint Supply Store i - Meander Blue www.sherwinwilliams.com ........... .... ......... __. .. .............. ...................................................... } PT-7 Sherwin Williams Local Sherwin Williams SW7671 Paint Supply Store On The Rocks www.sherwinwilliams.com PT-7 Sherwin Williams Local Sherwin Williams SW7671 Paint Supply Store On The Rocks www.sherwinwilliams.com DOOR SCHEDULE WALL TILE KEY COLOR AND MATERIAL SPEC MANUFACTURER Designation Location Size Door Frame Jamb Rating Hardware Remarks (W x H x Thickness) Type Type Detail WT-1 Daltile-Composition Series Daltile Color: CP01 -Gesso Gloss Hotline: (877)556-5728; 12"x 24" National Order Desk: Wall Base; Schluter 4.21 nationalaccounts@daltile.com Dilex-AHK-15-100-AE N �, �, l"Tempered Hollow Metal, painted Hollow Metal, painted Outside Corners; Schluter 2.10 w o E "' _� insulating glass o Door viewer at 5-0 114 tempered glass Quadec-Q-100-AE o �� Cn En ,— �, u, w w �, o _ c� ,�3 o Y = Interior:18 ga. Interior:18 ga. WT-2 Daltile-Terrace Series Daltile PushlPull Exterior: 16 ga. Color: P01 -Hickory Hotline: (877)556-5728; 100a 100-SALES AREA Pair 3 4'x 7'-0" SF1 SF1 J/A3.4 - 0 0 0 1 See Window Type A galvanized 12"x 24" National Order Desk: - --- - -- - - Color: 103a 103-BACKROOM 3'-0"x T-0"x 13/4" D2 HM2 A1A4.1 - O O O O 2 T Clear Anodized Wall Base; Schluter 4.21 nationalaccounts@daltile.com Kickplate as Kickplate as Dilex-AHK-15-100-AE ..........._......... ....._ __ . .... . ... .. ........ ......._ ...... . ......._ .. - scheduled scheduled 106a 106- BACKROOM 3'-0'x 7'-0" - HM2 A/A4.1 - Cased Opening s Outside Corners; Schluter 2.10 .............. .._..__ - ......... 107a 107-SERVICE CORRIDOR T-0"x 7'4'x 13/4" D1 HM1 E/A3.4 - 0 0 0 0 0 0 0 0 3 'Kawneer'Wide Stile Door Hollow Metal Door Hollow Metal Narrow-lite Door - 3'-0"x T-0"x 13/4" D2 HM2 AIA4.1 - O O O 0 O 2 WT-3 Daltile-Accent Tile Daltile 107b 107 SERVICE CORRIDOR SF1 D1 D2 _ _ - - - _ Color: 0197-Aqua Glow Semi-gloss Hotline: (877)556-5728; 108a 108-OFFICE 34'x 7'-0"x 13/4" D1 HM2 A/A4.1 - 0 0 0 4 41/2"x 12 3/4" National Order Desk: - .. ..... ......... __ ........ .... -_ - nationalaccounts@daltile.com 109a 109-HALL 3'-0'x 7'-0" - HM2 A/A4.1 - Cased Opening CEILING ... ._.._.. ........ _ ........ .__ .._._.. ......._ . .......... ...... ................ ........ ._ ......... . . .._ _ _ ... ..... __ ......._ - ........ ......... MANUFACTURER ERIAL SPEC 110a 110-MEN'S ROOM 3'-0"x 7'-0"x 13/4" D1 HM2 A/A4.1 - 0 0 0 0 5 _ DOOR TYPES KEY COLOR AND MAT '-0"x 13/4" D1 HM2 A/A4.1 - 0 0 0 5 ---- ,_ „ g- 9 9 111a 111 WOMEN S ROOM 3 0 x 67 O _.` . 0 ....... SCALE. 1/4 1 0 ACT-1 Armstrong Acoustical Ceiling Tile Armstrong -- --- - Ultima- Lay-in-White www.armstrongceilings.com .............. ..... - ......... ......_ - ................................... . . .............. ...._.._ ...... .. _ ..... .......... ......................................_. ........_................................. ............_ 2'x 2' Armstrong-Acoustical Ceiling Tile Armstrong - — See Schedule 2" See Schedule 2" 2" See Schedule 2 Ultima-Lay-in-White www.armstrongceilings.com .. 2'x 4' ._ co CV CV - ACT-3 Armstrong-Acoustical Ceiling Tile Armstrong _.......__.._......_._......................... ._........ .......__.._....... . ... __ .. ........ . _ ._ .... ..... ....._ Ultima Health Zone- Lay-in-White www.armstrongceilings.com - Hollo etal frame Hollo etal frame 2'x 2' (knoc�C-down) (knoc�C- own) 0 o ai t to match a 'acent. o pai t to match ad acent, ACT-4 Armstrong-Acoustical Ceiling Tile Armstrong _ 0 ti inis�es semi g�ss paint ti finis�es-semi gl�ss paint Ultima Health Zone-Lay-in-White www.armstrongceilings.com 2'x 4' Color: EExterior doors: I terior doors: - ---- ----- - - Clear Anodized 14 gauge galvanized T6 gauge PT-1 Sherwin Williams Local Sherwin Williams SF1 _ HM1 HM1 SW7757 Paint Supply Store High Reflective White www.sherwinwilliams.com Aluminum Storefront Framing Hollow Metal Frame Hollow Metal Frame MISCELLANEOUS SF1 HM1 HM2 KEY COLOR AND MATERIAL SPEC MANUFACTURER TP-1 Toilet Partitions AS] Global Partitions Notes: FRAME TYPES ASI Global Partitions www.globalpafitions.com Reference Floor Plans for jamb depths. Exterior door hardware as provided by manufacturer unless noted otherwise. 9200-Grey Verify all rough openings with existing conditions. SCALE: 1/4"=1'-0" PL-1 Plastic Laminate Prism TFL Prism-Classic Series www.prismtfl.com WF229- Merit Maple WS-1 Wood (1 x 6 Mahogany)Slats with 1" +/-space between on 1 x 2 wood battens, painted to match wall color Owner: Engineer of record: New construction of: Title Info.: No. Revision �N�ks Date: 1/21/20 Vreeland Design Associates Garrett's Family Market SCHEDULES AND DETAILS 1 0``�� DAVIDA.S�nyG _f h Road d ELAND o VRCIVIL An integrative approach to design, 1617 Fa l m o ut o 2 No 46317 engineering, and site planning 3Cv retlE 5 \ Contact: David Vreeland, PE Centerville, Massachusetts 4Fss, L FAMILY MARKET 116 River Rd., Leyden, MA 01337 A4al Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 FINISH KEY NOTES- FLOORING KEY COLOR AND MATERIAL SPEC MANUFACTURER 4 CT1 Daltile- Portifilio Series Daltile 16-81/2" 9'-51/4" Color: PF05-Ash Grey Hotline: (877)556-5728; 3 1/2" 24"x 24" National Order Desk: TOILET ROOM KEYED NOTES WT_1 -1 5'-0" 3'-0" 3'-0112" '_ " 3'-2314" 1'-0" 5-0 1/2" Grout: Mepei#107 Iron nationalaccounts@daltile.com /2, 0 55 ,� L_ I www daltile com -0 3.6 - - 3.6 -t) Clear 1 1 Clr. 1" AO Floor mounted flush-type toilets; Toto CT705ELN ADA as required WT-3 WT-3 1 -: D E F CERAMIC TILE COVE BASE J at accessible stalls. Toto flush valve;TET1 LA32#CP 4KEY COLOR AND MATERIAL SPEC MANUFACTURER VT-2 co _ I _ co B Wall Urinal Toto UT4473 with Toto flush valve TEU1LA12#CP WT 2 , - - - o _ CB1 Daltile Portifilio Series Daltile o _ J I - - - - - - - - _ Hotline: 877 556-5728 - J o I I Color: PF05 Ash Grey ( ) C Lavatory; Wilsonart BV151417" L x 15 3/8"W x 51/4" D Bright White q q _ 3 gQ 3 J �� A Y 9 M c�i I . ; ca n u M - a' - �' D � 6 x 24 National Order Desk: solid surface integral sink. Toto TELS103 chrome faucet 2 M � � � -- � -- -- �.� 4 , � 2 ;; � = Grout: Mepei#107 Iron nationalaccounts@daltile.com D Bab Changing Table; Koala Kare KB110-SSWM 37"W x 23" H ; MEWS'RC! M "' www.daltile.com Y 9 g g„ MEN S ROOM MEN S ROOM WOMEN S g„ - __ __ K WALL PAINT stainless steel-wall mounted A = COLOR AND MATERIAL SPEC MANUFACTURER -- ---- F.D. �= `�, KEY Toilet Tissue Dispenser; Bobrick B-4288 stainless steel TOILET ROOM ELEVATION TOILET ROOM ELEVATION 6" Clear --"� � , I I i F D j ; E - 2 3 _ 11, 6„ o N PT-1 Sherwin Williams Local Sherwin Williams F Grab Bars; Bobrick B6806 x 42"and B4806 x 36"stainless steel - ---- - -- - ---- =' - A4,3 — SW7757 Paint Supply Store A4.3 SCALE: 1/4"= 1'-0" �43 SCALE: = 1'-0" a, A 41ear 3 �� M A I � 5 High Reflective White www.sherwinwilliams.com © Soap Dispenser; Bobrick B-2111 stainless steel e-- I -- _ I WOMEN'S `� PT-2 Sherwin Williams Local Sherwin Williams G H K B K F E E F K B K H G A,., •-r: , , ,. ,_,, „ ..; ,. : �_ i �. ---- ;-- --��- Mirror; Bobrick B165-2436 24"W x 36" H stainless steel - -- L �, SW7660 Paint Supply Store F K B C 00 1 G - �' Earl Grey www.sherwinwilliams.com OJ Hand Dryer; Bobrick B7120 white HALL = _ ........ I .... WT-1 WT-1 Sherwin Williams Local Sherwin Williams OK Toilet Partitions-See Keyed Finish Notes 31_0" ,, 6" 3'_0 ....... - - OFFICE i N SW6347 Paint Supply Store WT-3 -- - - WT-3 -- Chrysantheum www.sherwinwilliams.com © Handicap Access Signage, Mount at 60"AFF to center - Wood blocking - __ _____ _ WT-2 =WT-2 0 J PT-4 Sherwin Williams Local Sherwin Williams Note: W6482 Paint Supply Store S - - - Dimensions noted as Clear Cape Verde www.sherwinwilliams.com Toilet Room requirements comply with Massachusetts 521 CMR o _ M M o r M shall take into consideration p Architectural Access Board and Federal ADA requirements. `"' �, �' N o M o N �, 5'-1 1/2" 5'-9112" 3'-6 314" all finishes(tile. etc.) r Caulk all toilet fixtures and accessories to ceramic and porcelain the with sealant. - PT-5 Sherwin Williams Local Sherwin Williams ti SW6471 Paint Supply Store Provide all necessary blocking in walls for all partitions and accessories as required, Hose bib MEN'S ROOM WOMEN'S ROOM Hose bib Hazel www.sherwinwilliams.com Hot water and drain pipes under lavatories shall be insulated or otherwise C A 1'-6 , 1'-6"�, A C T01 LET ROOM PLAN configured to protect against contact on sharp or abrasive surfaces A4.3 SCALE: = V-0" PT-6 Sherwin Williams Local Sherwin Williams 4 TOILET ROOM ELEVATION 5 TOILET ROOM ELEVATION SW6484 Paint Supply Store �4.3) SCALE: 1/4" = V-0" A4.3 SCALE: 1/4" = V-0" Meander Blue www.sherwinwilliams.com PT-7 Sherwin Williams Local Sherwin Williams PT-5 SW7671 Paint Supply Store On The Rocks www.sherwinwilliams.com PT-2 > Sherwin Williams Local Sherwin Williams SW7671 Paint Supply Store On The Rocks www.sherwinwilliams.com WT-3 WALL TILE WT _2 9 KEY COLOR AND MATERIAL SPEC MANUFACTURER WT-1 Daltile-ao Composition Series Daltile Reference Moseley Design Intent Color: CP01 -Gesso Gloss Hotline: (877)556-5728; Drawings for additional graphics 12"x 24" National Order Desk: Wall Base; Schluter 4.21 nationalaccounts@daltile.com HALL Dilex-AHK-15-100-AE Outside Corners; Schluter 2.10 Quadec-Q-100-AE 6 TYPICAL HALL FINISHES �43 ��- �_ �� Daltile-Terrace Series Daltile Finishes are typical for four Hall walls SCALE: 1/4 - 1 0 Color: P01 -Hickory Hotline: (877)556-5728; 12"x 24" National Order Desk: Wall Base; Schluter 4.21 nationalaccounts@daltile.com Dilex-AHK-15-100-AE Outside Corners; Schluter 2.10 Quadec-Q-100-AE WT-3 Daltile-Accent Tile Daltile Color: 0197-Aqua Glow Semi-gloss Hotline: (877)556-5728; 41/2"x 12 3/4" National Order Desk: CEILING nationalaccounts@daltile,com KEY COLOR AND MATERIAL SPEC MANUFACTURER ACT-1 Armstrong -Acoustical Ceiling Tile Armstrong Ultima- Lay-in-White www.armstrongceilings.com 2'x2' ACT-2 Armstrong-Acoustical Ceiling Tile Armstrong Ultima- Lay-in-White www.armstrongceilings.com 2'x4' ACT-3 Armstrong-Acoustical Ceiling Tile Armstrong Ultima Health Zone- Lay-in-White www,armstrongceilings.com 2'x 2' ACT-4 Armstrong-Acoustical Ceiling Tile Armstrong Ultima Health Zone-Lay-in-White www.armstrongceilings.com 2'x 4' PT-1 Sherwin Williams Local Sherwin Williams SW7757 Paint Supply Store High Reflective White www.sherwinwilliams.com MISCELLANEOUS KEY COLOR AND MATERIAL SPEC MANUFACTURER TP-1 Toilet Partitions ASI Global Partitions ASI Global Partitions www.globalpartitions.com 9200-Grey PL-1 Plastic Laminate Prism TFL Prism-Classic Series www.prismtfl.com WF229-Merit Maple WS-1 Wood(1 x 6 Mahogany) Slats with 1" +/-space between on 1 x 2 wood battens, painted to match wall color Owner: Engineer of record: New construction of: Title Info.: FF Vreeland Design Associates � No. Revision � -��o��,� Date: 1/21/20 9 Garrett's Family Market TOILET ROOM PLANS AND ELEVATIONS 1 � VREEiLAfVD��ym An integrative approach to design, 1617 Falmouth Road 2 CIVIL irrett Sengineering, and site planning No.46317 Contact: David Vreeland, PE Centerville, Massachusetts 3 SSG�S7�P�� FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 A4,3 Phone (413) 624-0126 - Fax (413) 624-3282 51 1 1/10/20 0.9 1 2 ( 3 ( ( 4 ) 5 6 6.1 98'-5" 20'-0" 60'-11" 17'-6" 3" 91 19'-0" 1011 1T 6" 20'-10,1/2"--- ---_..._. -- _ 20'-101/2" 10" 16'-6" 9" 311 19'-3" T-41/2" 6"(4,000 PSI) Exterior concrete Door o ning sidewalk with 6 x 6-W4 x W4 E D on 8 compacted gravel S12 Drop top of foundation S1.2 _ A13 at door openings 6".IvQ _ Al2 \ S1.2 ncretd ad See detail , S1.2 - - -` - - - - - - - - - - - - - - - - - - EL_57. - - - - - - - - - - - - - - - - - - - - - �- - - -`� -� - - - - - - - - - - - - - - - - - - - - - - -�- a -591 - - - , - - - - - - - - - - - - - - - - - \- - - - - - - - - - - - - - - - - -�- X -59 A14 - - - - - - - - - - - - - �\\__..�� - ' C.J. \.� r' _ -- !12 CJ•S1.2 Top,of foundati n wall at+0'-3" \\ Typical at fram d walls(darkened) � / MEN'S ROOM WOMEN'S ROOM N \` \ � �` ------ F.D. �� v / i -------- Typical interior nonbearingi F.D. v v r __ \ wall locations � a / ®F.D. - �.: � \ - it C"• I :1'� I Wall mounted toilets Wall mounted toilets Note: Three bay sink and floor drains are to be connected to a grease trap. _____ - -_-_`----_- v v g p \ O / Plumbing chase wall _ / Hub drain H.D.®rY -cooleracondensate 1 N ( condensate) ; ; ( ) / _ = o -- ----------------- Cy') \ CD H.D.® ----- --------------- - -- -- \ \ � � � N o _ / ri/ ' ,��) - "'� WALK-IN COOLER N O ' ... _._.._ . .._....._. ....._............_. .......... - \ 00 CS Hand sink - \ �z � _, ®F.D. i------------- --------------- - ----------------- � / ------------- -- -- - i FOOD LINE \ \ BACKROOM \ 0F.D, --- -------------------- -- keyed foundafio�nwall with \\----- ------------ ------- - / / _ ; ! (2)#5 rebar top and bottom / v v 35°-1' N 1, 38�_45 // 4" (3000 PSI)Concrete floor slab '1 1 N / withh6x6W .4xW1.4W.W.F II �� o 311 - / on 8 compacted gravel. See details Typical slab control joints. 3 ` o v for insulation and vapor barrier See detail I p sin �\ _ Top of foundation wall at+0'-3" Water UCTURAL DESI N CRITERIA FOUNDATION NOTES Typical at framed walls(darkened) i A10 STR - S1.2 J service (S1.2 I I -------- ------ ----------- i - CMR 780-International uilding Code 2015 1. All fill top and subsoil to be remove and backfilled with crushed stone up to bottom 8• Control Joints(CJl in concrete slabs shall be laced at 20 feet on center maximum. Line,of"reverse brickshelf I - I -- - ---------------------------- Massachusetts Building ode(Ninth Edition with Amendments) of footing elevation. Control Joints shalt be saw cut joints made wit in 12 hours of placement. After seven at-0-9 . See details I 1 8" Reinforced concrete p y days,fill oints with non-shrink grout and grind flush in areas to be left exposed or as D I I keyed foundation wall with 2. All footings to be laced on an 8 m nimum b 48 minimum wide mat of 1 1/2 -3 minus requiredty floor finishes. S1.2 t I (2)#5 rebar top and bottom GENERAL NOTE crushed stone. 9• All reinforcing steel shall be deformed bars of billet steel with a minimum ield point of l D 1 1 1. The General Contractor shall verify all dimensions and existing conditions in the field 3. Backfill against foundation walls an sub-base fill under slabs to be well draining, 3" minus, 60,000 PSI as specified by ASTM A 615-60, unless otherwise noted. I I S1.2 I I prior to construction. clean granular fill placed in 12 lifts and compacted to dry density of at least 95 percent 10. All reinforcing bar detailin shall be as specified in the American Concret Institute I Top of foundation wall at+0'-3" p of the materials maximum dry densi y as determined by ASTM-D1557. The adequacy "Manual of Standard Prac�ice for Detailing Concrete Structures," AC 31 amended to 2• The General Cont ctor shall carry out continuous pumping of ground water to prevent of fill compaction to be determined field testing as fill is laced and compacted. date. 2'-0"Wide x 12"deed I " 6" - - - - - - - - - - - - - - - A16 16" 511/4" Typical at framed walls(darkened) floatation of any p rt of the structure, p y g p p reinforced concrete footing - - - - - - - - - - 2'I 3. Coordinate all stru tural work with architectural drawings, mechanical,and electrical subcontractors 4. The final 8 minimum of fill under all slabs-on-grade shall be a base course of 1 1/2 minus 11. Where continuous bars are called for, indicated, or required,they shall b run with 3 #5's continuous g 1. S1.4 1\� for specifications nd locations of all chases, inserts,openings,sleeves,flashing crushed gravel and compacted to d dens it of at least 95 percent of the materials continuously around corners doweled into intersecting walls lapped at necessary splices, O j� Z-O"Wide x 12 dee insulation, dam oofin , and other project requirements. maximum d densit as determine b AST�-D1557. The adequacy of fill compaction splices staggered, and bars hooked at discontinuous ends. Lap all bars 6 diameters, -- -1 pp g p 1 q ry y y q y p unless otherwise noted. Bottom of footing 1 I ! withforc#5 so ntinuo oting 4. Design Loads: to be determined by field testing as ill is placed and compacted. Min.4'-0" below grade - _ O 9 12. Top of Slab elevation =See Plan I N I M \I I This structural sy tem has been desiggned to support the following live loads in addition 5. All concrete not otherwise noted sh II attain a minimum 28 day compressive strength \ I 1 I I M I` 'I� to the structural dead and a ui mentloads: of 3,000 PSI. All concrete for exteri r slabs and retainin walls shall be 4,000 PSI 13. Floor is 4"concrete slab on 1 1/2" minus crushed gravel w/6x6-W2 x W 8 ga.W.W.F. `.1,� '� rn CV N I I O F.D. q p with six percent air entrainment. g at mid depth(U.O.N.) I �IA9 C 1'-2" Reinforced concrete 1 I I Snow: Ground S ow Load: 30 psf 6. All concrete shall be placed in accordance dance with ASI-301 and ACI-318 latest editions 14. Coordinate building location, layout and grading with Site Plan and maintain in 4'-0" minimum keyed foundation wall with I I I S1.2 S1.2 I 1 Roof Design Sno Load: 45 psf+25 psf Dead load amended to date. frost protection. (2)#5 rebar top and bottom I I t _ Brick shelf at 0-0 Wind Load: 140 ph Vulr I I _ - - - - - - _ _ - - - - I I Typical Earthquake:- Ss =0.152 S1 =0.055 7. Protect all concrete from hot and co d weather as required by ACI-305 and ACI-306 15. Coordinate sidewalk elevations and details with architectural drawings, i I respectively. Brick shelf at 0'-0" 1 r- - - - - - - - - - - - - - \ 1 I 5. Construction loads not to exceed 110%of the live loads listed, TypicalCU I I I Reference framing detail for RETAILSPACE (3)#5 rebar perpendicular I I I N I shear wall anchor requirements (4 #5 rebar perpendicular " 8" Reinforced concrete o footing at trout wall columns I I C I 1 I ) p P EL. 0-0 (DATUM EL. that are to be cast into the foundation. fo footing at entry pilaster columns keyed foundation wall with I 1 S1.2 I 1 1 ACTUAL E . 57.0 1 -4 Reinforced concrete I (2)#5 rebar top and bottom keyed foundation wall with I 1 Al I _I Top of foundation at front column piers= 3)#5 rebar er endicular p� � p Drop top of foundation (2)#5 rebar top and bottom -0-8". Typical of(6). See details o footing at ront wall columns at door openings 6". C.J. See detail I S1.2 1 _ - - - - C.J. _ _ , _ ` - - - - - _ - - - - - - I L - __ - - s v C.J. v �r - t -� =r _r I I i7t 7t - J L - - - - - - ` L- - - - - - - - - - - - - - - - - -E''"�� ` - - - - - - �c�4 ram- - - - - - Je/ \♦ - - - - - - - - - - - - - -�- � - - I- - J -coo - - - - - - - - - - - - - - - - �� ♦\ - \ N \ cfl \ �t us I c+7 ao c ,- --- -------- --- ---- ----- - o D D . . - i ., - - -� - i CD - --->-1 -V - 1 - - - - - - - - - - - - - - - -- � - - - - - - - - - - � -� -- �� \� r -� - - - - - - - - - - - - - - - - \ �, - - \ 7 � Sidewalk �\. _ - - ./ - - - - , 6 (4,000 PSI) Exterior concrete',- _ --- A2 A3 - E L `_ _% A4 EL.57.0 A5 _% I _ E '- A6 A7 -r_ A8 side walk with 6 x 6-W4 x W4 - 4on 8"compacted gravel (broom B S1.2 C S1.2 C S1.2 E S1.2 C S1.2 51.2 B C S1.2 finish; Maximum 6" high curb S1.2 S1.2 S1.2 S12 S1.2 S1,2 S1.2 Coor mate with Site plans - .. .................................... ........ .... _ ......... - - ..-.......... C.J. C.J. C.J. E.J. C.J. C.J. C.J. C.J. E.J. C.J! T-11/2"' C.J. 12'-5" C.J. T-11/2" C.J. E.J. C.J. C.J. C.J. C.J. C.J. E.J. C.J. C.J. C.J. Door opening 4'- " 33'-8112" 2' 8" 18'-8" 2' 8" 10-11, I 20'-8" MMI� 5'-91/2" 6 -- - 1'4'foundation-Shear Wall 1 6 20-2 18 0 - -- -- 21 4 -- - 18'-51/2° -- 18' 11 11_ II -- - - I - -- --- - -- -- ------ - _ - _ - -- - - - _ _._._....... 98-11 - __ _. _ -- _ - _ _.... - ..... - .. .. .... _ _ ..._. ..... .. ..._. I 1 2.1 3.1 C4. C4. FOUNDATION PLAN / Scale: 1/4"=1'-0" 4,565 Square feet gross area ��lllli,�ll l CALLED NORTH Owner: Engineer of record: New construction of: Title Info.: No. Revision ,16O� Date: 1/21/20 Vreeland Design Associates Garrett's FamilyMarket FOUNDATION PLAN 1 �4 ND o AVID A. yG An integrative approach to design, R 2 a vREE�AND 1617 Falmouth Road .463 y 1^10.46317 C7ar-arett'sengineering, and site planning 3 � �@ Centerville, Massachusetts GrS-F Contact: David Vreeland, PE 4 ��ss! � G� FAMILY MARKET 116 River Rd., Leyden, MA 01337 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 �s� 0.9 2 � 3 � 4 5 6.1 10, 3/4" baseplate at top 3/4" baseplate at top 3/4" baseplate at top 3/4" baseplate at to pp 1011 Top of wall (darkened) of foundation EL.0'-0" Top of wall (darkened) of foundation EL.0'4' Top of wall(darkened) of foundation EL.0'-0" of foundation EL.Ut'. Top of wall(darkened) at+0'-3" at+0'-3" at+0'-3° at+0-3 W6 x 20 steel beam W6 x 20 steel beam W6 x 20 steel beam W6 x 20 steel beam _ 51 -15 _ _ _ 0 A _ 7 _ � 54 -59 . Top of reverse M N Top of reverse, 8 8 brick shelf at-0'-6" O 8" 8" N 8" 8" 11 O 13 12 brick shelf at-0-6 8 p 14 p Top of reverse p Top of reverse 11 D ' 311 08 `���'� S12 S1.2 brick shelf at-0'-6" S12 brick shelf at-0'-6° S1.2 �b 380-45' 35°-1' Top of wall(darkened) at+0'-3" 4"?,O�O PSI)concrete slab Concrete slab with 1/2"dia• 1/2"expansion joint filler with Top of wall(darkened) To of reverse wl x -W2 x W2 x 8 a, W.W.F on smooth steel rods 2'-0" Ion at bond breaker rod and joint Fill wl non-shrink grout f° at+0'-3" 11, P Sawcut 1/4 slab depth g g and rind flush each face Top of reverse brick shelf at-0'-6" within 12 hours of concrete 8"compacted gravel 2'-0"o.c.-wrap one end in felt sealant at 24'o.c. max. 9 1_ " brick shelf at-0 6 Baseplate at to so 1 11 placement pp Baseplate at to � of foundation EL.0'-0" tit of foundation EL.0-0 ��__s°:� 3/4" baseplate at to 11 80 - Bx x x X x -__ x ' x x �— _ -- — x — of foundation EL.0- C W6 x 20 steel beam x x x"�x�T�>5 314"steel baseplate W6 x 20 steel beam D �� � �� r 1"chamfer strip� r smooth °° S1.2 �� � Each facetyp. baratlhoezontal bar acmg,aypical D — S1.2 811 Provide 8"min.compacted 81' 15 gravel below all slabs H SIDEWALK EXPANSION JOINT (—j WALL CONTROL JOINT 2 314" 5114" 6 314" 10 G SLAB CONTROL JOINT �12 NOT TO SCALE 51.2 NOT 70SCALE 1 D 51.2 Scale:3/4"= 1'-0" S1.2 6 3/4" 8" 3114° 6"(4,000 PSI)exterior concrete 1/2"tooled scored joint. Tooled control joint Slope 1/8"per foot slapp w/6 x 6-W2 x W2 x 8 ga.W.W.F. See plan for locations Top of reverse 51/4 2 3/4 Fill wl non-shrink grout Match horizontal reinforcin brick shelf at-0'-6" L lop of wall(darkened) Pavement _ �—x x L ° x° x x° and grind flush each face and lap 36 diameters, mini um at+0'-3" L. x x x x x x To of brick shelf — — — - - Top of wall(darkened) 411 - — —— —— at 0 n p at+0'-3" S1.2 F � C { L •'U w��ter(. a F'o 1 a c'o =, To of reverse : � �� 11 p 8 layer of rocessed gravel Construction joint brick shelf at-0'-6" --- — compactedpto 98%of maximum 8"layer of processed r 1 chamfer strip Note: density at optimum moisture com acted to 98%o maximum Each face typ. May be substituted fora O 6 Y p density at optimum moisture wall control joint 9 y p 8" 6 314" C 11-� A s1.2 Topp of brick shelf K SIDEWALK CURB � SIDEWALK CONTROL JOINT M WALL CONST. JOINT LJ-Jat 0'-0" S1.2 �12 NOT TO SCALE 51.2 NOT TO SCALE �12 NOT TO SCALE 16 1'-0" 6° lop of wall(darkened) Reference Shear Wall Elevation at+0'-3" Top,of brickshelf for framing at this location at 0-0 Construction joint 2.1 (3.1 4.1 Top of reverse Top of wall(darkened) 4.9 brick shelf at-0'-6" D C at 0 3 S1.2 S1.2 1�- " 6" 8" Top of foundation at Top of wall(darkened) 8° 8° Top of foundation at Top of wall(darkened) 8" 8" Top of foundation at Top of wall(darkened) g° g° To of foundation at To of wall darkened " " I n 1 11 , „ , „ 1 11 P , „ p , „ (darkened) 8 8 Top of foundation at Top of foundation at 8 1`6":- o baseplate=-0-8 at+0-3 baseplate=-0-8 at+0-3 baseplate=-0-8 at+0-3 �' baseplate=-0-8 at+0-3 baseplate=-0'-8" baseplate=-0'-8" ' N = CV CV - Cfl M 7TJ f N N v pr o 0= D _ a o , ►r, r` 7 00 : —LO - _ , - N _ Cn �f �t CN M d, C> , E �, _ Top,of,brick shelf Top,oflbrick shelf01 op of brick shelf Top of brie shelf Top of brick shelf 1 ,_ n B at 0-0 2 at 00-0 C 3 C 6 at 0'-0" 7 at 0'-0" at 0'-011 O 16 O O O B B 8 O O C S1.2 S1.2 S1.2 4 1'-4" 1'-4° —Top f brick shelf-10" 5 F 1'-4" 1'-4° —Top f brick shelf S1.2 s1.2 4'_g 1/2" 51.2 1'-0" 6" O 1 11 O I 11 A PLAN DETAILS 2 8 s1.2 2 s 01.5-9 1/2" 6" 51.2 SCALE:314"44' 6 COL D REF. D D . II I 11 11 1 11 ( ) x PT.sill with 1/2"x 14' alv. (2)2 x 8 PT.sill with 1/2 x 1 -4 galy. (2)2 x 8 PT.sill with 1/2 x 1-4 galy. (2)2 x 8 PT• sill with 1/2"x 1'-4" alv. Double framed III with anchor bolts with 3 x 3 x 1/4 plate Sin le framed wall with anchor bolts with 3"x 3"x 114"plate anchor bolts with 3"x 3"x 1/4"plate 1'-6"x 1'-6' 'L'bars cast anchor bolts with 3"x 3"x 1/4"plate masonry veneer• ee washers at T-0"o.c.thru both sills. mason veneer. See washers at 3-0 o.c.thru both sills. washers at 3-0 o.c.thru both sills. into foundation wall and floor washers at 3'-0"o.c.thru both sills. architectural sections (Two er sill, minimum architec uraI sections f ' Floor/sidewalk break II p ) , 11 (Two er sill, minimum „ ' 21/2 2112 p ) 2 3/4 (Two per sill, minimum) under door threshold 2" 21/2" and sidewalk at 1 -4 o.c. (Two per sill, minimum) I 2 x 8 framed side wall. 3" high brick shelf 4"�3000 PSI)conc.slab w/ 4" 3000 PSI)conc. slab wl See architectural sections 4"(3000 PSI)conc.slab w/ 4" 3000 PSI)conc, slab w/ 2"CMU soap at U 3000 PSI)conc.slab wl 6x -W2 x W2 x 8 ga.W.W.F.on 8" -. -u 6x6-W2 x W2 x 8 ga.W.W.F. on 8" r j, 6x6-W2 x W2 x 8 ga.W.W.F.on 8 6x6-W2 x W2 x 8 ga.W.W.F. on 8" aluminum storefront -W2 x W2 x 8 a.W.W.F. on 8" minimum compacted ravel '� - r minimum compacted ravel '� - minimum compacted ravel Concrete Slab EL. 0-0 �, III p g Concrete Slab EL.0-0 p g Concrete Slab EL.0-0 r, 4 P g Concrete Slab EL. 0'-0° minimum compacted gravel Concrete Slab EL.0'-0" minimum compacted gravel -x O OII e, 6x x ' , =x 1 ..x. x—+— I ._ a 10314 51 _ , s r , . 63/4 � I ° _ r ._ ,� � 5� =2 314 :z i� 1 11 - - i-� 1 2314 _ 103/4 ' 1114 -- 1l4 2314 t I 6 3/4" 11 4" .. Q j Continuous reinforced vapor barrier = Q Continuous reinforced vapor barrier = a Continuous reinforced vapor barrier Continuous reinforced vapor barrier = Continuous reinforced vapor barrier N N C'V Ee> in CD 1'4'concrete foundation wall with U, l'-0"concrete foundation wall with 8"concrete foundation wall with N 8"concrete foundation wall with M n 8"concrete foundation wall 2#5 s to and bottom,continuous 1 I with O p (2)#5 s top and bottom,continuous (2)#5 s top and bottom,continuous (D (2)#5 s top and bottom,continuous (2)#5 s top and bottom, continuous l See wall sections for insulation See wall sections for insulation See wall sections for insulation See wall sections for insulation See wall sections for insulation O ° ( O o ° ° 2 x 4 cont. key t — — 0 2 x 4 cont. key t 2 x Coordinate footing drain _ Y(Yp) o Coordinate footin drain o Coordinate f 4 Cont. key t g g Y(Yp) to noting drain Y(YP) o Coordinate footingdrain 2 x 4 cont. key(typ o � 2 x 4 Cont. key t with Site Plans with Site Plans with i PI ) _ Coordinate footing drain y(yp) Site Plans with Site Plans with Site Plans Bottom of Footing (3)#5's continuous Bottom of Footing 3 #5's continuous 3 #5's continuous ° ¢ . ° ° g O Bottom of Footing O Bottom of Footing (3)#5 s continuous Bottom of Footing (3)#5 s continuous Min.4'-0" below Finish Grade Min.4'-0"below Finish Grade Min.4'-0" below Finish Grade Min.4'-0" below Finish Grade Min.4'-0" below Finish Grade 6n 11_411 611 611 11_OII 611 811 811 811 811 811 811 611 811 611 2'-4" 2'-011 21.011 21-011 1'-811 B FOUNDATION SECTIONrc—) FOUNDATION SECTION p FOUNDATION SECTION E ENTRY SLAB SECTION F FOUNDATION SECTION �12 SCALE:3/4"44' �12 SCALE:314"=1'-0" S 1.2 SCALE:3/4"=1'-0" S 1.2 SCALE:314"44' S 1.2 SCALE:3/4"44- Owner: Engineer of record: New construction of: Title Info.: No. Revision ��;,-�Ho��s Date: 1/21/20 Vreeland Design Associates Garrett's Family Market FOUNDATION DET 1 ��� DAVIDA. �yG AILS 1617 Falmouth Road 2 VRCIVIL An integrative approach to design, a u ctvl� engineering, and site planning No.46317 Centerville, Massachusetts ��ksst Contact: David Vreeland, PE 3 ��rsT�� FAMILY MARKET 116 River Rd., Leyden, MA 01337 4 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 ' Ro,'vof 3 ( 1III1IIII,1111 _--_-�________-_/_____-/IIIIIII IIIIIII1IIIIIIIIII III" =-_"-_= -_�-,[y_��_•- _'"d�IIIIIIIIIIIIIIIIIIIIIIII 1III1IIIIIIIII --22 -- �_o,_��`;L-���t1IIIi1IIIIIIIIIIIIIIIIIIIIIIIII1III .4 — IIIIIIIIIIIIIIIIIIIII IIIIIIIII1IIIIIII --" -�---- = - 4 -�cP��'������`�'sf,���sitIIIIIIIIIIII1II1IIIIIIIII IIIIII!1I1111,1II - � 2"I1IIIII�1II1IIIIII�IIIIIIIII __ l'4111I1i,1III11 .9 F�59) 98'-5" 20'-0" 6 -11" ...`=-III IIIIIIIIIIIIIIIIIIIIIII. - � c\°!� •s`t``'l S\_-- - +II1111I11IIIIIIIIIIII II ---,-._. ------S-1- -�i�+�I1'IIIIIIIIIII1I1111I 1r-�7'-6" 3" 9" 19'-0" 10" 17'-6" 20'-101/2" 20'-101/2" 10" 16'-6" v� � � -- IIIIII1111111111!II �== �\-�- � 6 9 IIIIIIIIIIII1 " K2812 steel bar joists at 4'-0"o.c. r' 3o " 19'-3" 3'-4 1/2" Roof low '(2)2 x 8 headers Roof lo °-1 540-59'515 W14 x 4 (EL +14 2112 W14 x 43 (EL+14'-21/2I) W14 x L+14'-21/ J ---------- ------ ------ --------- - -------- ---------- I - ------ ----- - ------ Bo ttom chord ang " racing 11/2"(20 gauge)Ty e B Aide rib galvanized steeldeckin �----- - v 1 T � 4 x 4 x 318n angle 14 x-4 x318�an angle ____ 4 x4'�318"angle ----- - - -- - A Cmate locations of roo on ft HVits. Coordinate with -_____ ____________________ � /`610/.P 1�a rcap e�stM� s� i �d � oefw a.,l'l . 7 _ "_NR r�, HVAC contractor _ fi t- _ t t t - See sections CV RTU-2 RTU-3 1 co RTU-1 ) `�Parapet sidewall. Approx. Ibs (Approx. 1,000 pprox. 1,000 Ibs __See sections _ �- -___ - --------------------- - ______---___ _ `___ Three rows joist bridgin 4 x 4 x 3/8� angle 2o 1 1 4 x 4 x 3/8„angle angle Line of non-bearing wally below. See slip-joint etail - 35°4 34 , Coo_ V 3" CD ___fi STEEL NOTES T_-ROOF FRAMING PLAN KEYNOTES `01. Comply with AISC Manual 13 edition specifications, ; 1. The general contractor shall verify all dimensions and existing conditions 2. LVL and PSL materials shall be handled according to manufacturer's s specifications. , in the field. LVL and PSL materials shall be kept dry at all times during storage,transport and 2. Steel materials are: 2. See plan for top of steel bearing elevations. construction. Contractor shall not accept any materials which appear to have been 3 x 3 x 3116"steel an le to stored or handled improperly. a. W-shape a beams- field stress=36 ksi 3. Exterior walls are 2x SPF framingat 1'4'o.c.with 1/2"CDX exterior grade b. Plates,angles,channels -yield stress 36 ksifa ten wall to deck. ypical ------- -------- ------- -- ` I - -at II sides ------------- - ___________ ___-_____--____ -1_ ______ plywood sheathing. Wood studs do not align directly below roof steel bar joists. 3. All wood beams shall be secured with metal column caps and beam seats to N prevent lateral and rotational movement. Other methods to secure beams must be 3. Set anchor bolts into concrete work with levelingVates as tern lates. Po ition last joist to allow 4. The contractor shall be responsible for coordinating the locations of all framing approved by engineer. Use full beds of non-shrink grout to set leveling ptes into f with the work of other trades. position. Line of framed cent interior finishes to bypass. 4. Sills shall be pressure treated and anchored w/1/2 dia x 16 long anchor bolts bracing. See sections Se sections 5. HVAC unit locations are to be field located,and structure coordinated with the at 4'-0"o.c. and at each. corner. 4. Steel is to be constructed as a rigid frame with all welded connections, engineer of record. 5. All bolt holes shall be 1116 larger than the bolts. Care shall be made to drill holes Shop drawings are to show all connection details. Position first joist to allo Lin of framed cant perpendicular to adjacent members. 6" interior finishes t bypass. bra ing. See sections 6. Provide minimum(3)jack studs at LVL bearing locations 5. Plumb framin before making final connections. Use temporary bracing See sections 6. Nail holes shall be pre-drilled if necessary to avoid splitting. Nails exposed to and supports o hold steel securely in position until floor and roof deck are installed and fastened to wals.WOOD CONSTRUCTION NOTES moisture shall be galvanized. - -- - -� -- - - - I --_ 6. All steel is to be shop primedgray.+ --- _ - _ — - = = Pressure treated lumber shall be Southern yellow pine#2,fb=975 psi,ft=90 psi. 7. Contractor shall submit checked shop drawings in triplicateM for all structural steel to engineer before fabrication.►ON N 3 x 3 x 3/16"steel anTI to fasten wall to deck. y ical at all sidesLine of entry roof construction. See sections ao 48'-41/4" -0 314 1 A j I 1 IEal Equal S1.5 Boom chord -bracing Boom chord angle bracing - -- +- ------ - - I -- - ---- W14 x43(EL+16-31/2 ---------- I ---------- ---------- ----- ---- L + Nwl" MW14 x 43(EL+15-31/2 ) W14 x 43(EL+15-31/2 ) (EL x4 W x 43 EL+ 5-31/2 ) o co _!l777f7/ / / U, point LJ ,(2)1.75 x 12" LVL headers (2)2 x 8 headers (2)2 x 8 headers (2)2 x 8 headers W12 x 30(EL. +1321/2 ) 2 2 x 8 headers (2)2 x 8 headers� IN Architectural metal canop 3 with hanger pipe assembly. See sections ��0/c 4 4 6Si filar S1.4 4'-8" 33'-81/2" 2' 8" 18'-8" 2' 8" 10'-1" 20'-8" 5-9112" 6 Sheer11 Wall-See de ail 1'-6" 20'-2" 18'-0" 21'-4" 18'-51/2" 18'-51/2" 1'- Sheer Wall-See detail 98'-11 (3.1 ) C4. FRAMING PLAN 4,498 Square feet gross area CALLED NORTH Owner: Engineer of record: New construction of: Title Info.: No. Revision �AC ` z�� ss y Date: 1/21/20 EEAVreeland Design Associates Garrett's Family Market FRAMING PLAN inVLD u c3c ar ret Is, An integrative approach to design, 1617 Falmouth Road 2 o.4617engineering, and site planning� Contact: David Vreeland, PE Centerville, Massachusetts 3 4 �SSaaSTS FAMILY MARKET 116 River Rd., Leyden, MA 01337 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20 C 2 \) 3 C4) (5) ("-B 5 10" T 17'-6" 20'-101/2" 20'-101/2" 10" Top of Steel(High) ,-- Top of Steel(Low) ' W14 x 43 W14 x 43 �' \�� W14 x 43 �' W14 x 43 Top of Steel(Low) EL. +14'-21/2" i EL. +14-9 3/4 i EL. +14'-21/2" ; �� ; Steel bar joists not shown ; K2812 steel bar joists at 4'-0"o.c. - - D15 F 60'-11" S1.5 S1.5 S1.5 331-3" S1.5 E E E E E > > > 2 U U Co U = U N N N N U C�V x x x x x Steel column (skewed) A14 Al2 A11 A15 See detail A10 S1.2 S1.2 S1.2 S1.2 S1.2 Concrete Slab i Concrete Slab EL. 0'4" �� i i i EL.U-0" <k <1 S1.5 S1.5 S1.5 1ES1.5 IS1. Ag Bottom of Footing Bottom of Footing Min.4'-0" below grade Min.4'-0" below grade � COLUMN A ELEVATION (_2 COLUMN B TO COLUMN 2 ELEVATION S1.4 At south rear wall SCALE: 1/4"=1'-0" S1.4 At east diagonal wall SCALE; 114"=1'-0" 1 (2.1 3.1 4.1 (4.9 ( 6 1'-6 20'-2" 18'-0" 21'-4" 18'-51/2" 18'-51/2" Top of Steel(High) W14 x 43 W14 x 43 ,- W14 x 43 W14 x 43 W14 x 43 EL. +15'-31/2" IFt t t I K2812 steel bar joists at 4'-0"ox. Top of Steel K2812 steel bar joists at 4'-0"o.c. �'- A / EL. +12'-101/4" _ - ' W8 x 24 BS15 S1.5TS1.5 Q \ 98'-11° \` 6" E� E E E E E o 0 0 0 0 For shear wall framing o v o 0 0 0 See similar detail /` 6 X/ x x x X x cc'/ � I cfl cfl c� cn i' S1.4 / (Al` I A4 A5 S1.2v S1.2 S12 A8 S1.2 OF ShearWall Concrete Slab i } Shear Wall i i G Sim. S1.2 2'-10" 4'-0 4'-0'` 2'-1011 1'-4" S1.2 Bottom of Footing Min.4'-0" below grade (_3_ COLUMN D ELEVATION S 1.4 At south front wall SCALE: 1/4"44' 3.1 4.1 5 C 4.9 6 21'4' 31'-10" 18'-51/2" Top of Steel(Low) �' W14 x 43 - - Top of Steel(High) Top of Steel(High) EL. +15'-31/2" Steel beam I I �� EL.+14'-9 3/4° (2)2 x 8 plate fastened to Top of Steel � � W12 x 30 EL. +14'-21/2" i � i � EL. +13-21/2 ` steel beam with 2 1/2"bolts Steel bar joists not shown �� ; at 1'I o.c. ( ) N \� - (2)2 x 8's at vertical Fasten column to 2 x 6 wood plywood joints sidewall with (2)4"Timberlok's Q (S115 S1.5 at 12"o.c. S1.5 IN S1.5 _ (2)2 x 8's minimum w/ 2 1 Od nails at 3"o.c. CD at each stud E Fasten 2 x 8's to column x x o with (2) 1/2"bolts at A8 1'-4"o.c. S1.2 A4 A5 Seeedeta column (skewed) S1.2 S1.2 A11 A10 {} _ } (2)2 x 6 blocking S1.2 S1.2 $I I at plywood seams 1/2" plywood w/10d }I r nails at 3"edges and Concrete Slab Concrete Slab i - i Concrete Slab 1 _ '� iL - } ; 6"o.c.field EL 0'-0" EL.0'-0" ; F EL.0'-0" Steel column and baseplate fastened to foundation wall. K K See detail S1.5 S1.5 1/2"x 1'-4"anchor bolts at T-0"o.c.at shear wall Bottom of Footing Bottom of Footing Min.4'-0"below grade Min.4'-0" below grade 4 COLUMN E ELEVATION 5 COLUMN C TO COLUMN 5 ELEVATION Shear wall(4'-8") at column 6 SHEAR WALL ELEVATION �14At north entrywall SCALE: SJA At west diagonal wall SCALE: D1 is similar,opposite hand 9 S l.4 SCALE: 1/4"44' Owner: Engineer of record: New construction of: Title Info.: No. Revision i�OFAks Date: 1/21/20 Aw Vreeland Design Associates Garrett's Family Market STEEL ELEVATIONS 1 DAVIDA �yGn \ An intearrett sgrative approach to design, 1617 Falmouth Road 2 u CIVIL y VREELAND m engineering, and site planning 3 a No.46317 Contact: David Vreeland, PE C e me ry i I I e Massachusettsk G1ST�P 116 River Rd., Leyden, MA 01337 4 Ssi L Phone (413) 624-0126 - Fax (413) 624-3282 I I1 1 5 1/10/20 S1 ,4 C6 COF. (�iOpposite hand 6 1 6 1 -0 2" " 2" Reference Framing Plan for 1 1/2" (20ga)Type B 4" Deck N N Deck 4" 1 1/2"�20ga)T e B p ( ) 3.1N5 � „ 1 0wide rib alv.deck �, � �„ wide ri l depk -• 1112 T e Bto chord extensions TCX g ) yp� �� �20ga) Deck 4 1 1/2 (20 a T e B g g . wide ri gl deck N N =' Cn wide ri galv.deck 9 3 x 3 x 3/16 angle N N 3 x 3 x 3/16"angle 3x3x3116"an le N - �, -- Top of Steel(High) — To of Steel(High) 1 112Tgalv. 0ga)Type B - 3 x 3 x 3/16"angle `�To of St 1/2" p wide deck Top of Steel Top of SteelTop of Steel(High) 1/2"x 8"x 13 5/8"steel o o See Plan EL. +15'-31/2" EL. +15'-3112" W14 x 43 steel beam W14 x 43 steel beam late welded to beam ends W14 x 43 steel beam p 112"x 8"x 13 5/8"steel 1/2"x 8"x 13 5/8"steel o o W14 x 43 steel beam plate welded to beam ends 1/2"x 8"x 13 5/8"steel W14 x 43 steel beam , W14 x 43 steel beam 1/2"x 8"x 13 5/8"steel plate welded to beam ends plate welded to beam ends o o 1/2"x 6"x 9"top cap 1/2"x6"x9"top cap 112"x6"x12"top capes plate welded to beam ends 112"x6"x12"top cap N 1/2"x6"x9"top cap K2812 bar joists - 3/4"A325 bolts W6 x 20 steel column 1 j K2812 bar joists n - g�� g1� 314 A325 bolts 1�_0n K2812 bar joists K2812 bar joists 9„ K2812 bar joists W6 x 20 steel column W6 x 20 steel column K2812 bar joists ,� -- ° ° W6 x 20 steel column 2 x 8 wood stud sidewall - - "' — - Top of Steel W6 x 20 steel column M W6 x 20 steel column EL. +12'-10114" ° 2 x 8 wood stud sidewall _. .... CO `D o ° M ° ° 2 x 8 wood stud sidewall framing at 1-4 o.c. framing at V-4"o.c. _ x 8 at front wall attached °L571 ° W14 x 43 steel beam � framing at 1'-4"o.c. 2 2 x 8 at front wall attached 2 x 8 at front and rear walls. to steel column with(2) _ 2" 5 718' 11/8" 11/8" 5 718' 2" to steel column with(2) 1118" 9 314" 11/8" 1118" 8' 2" _ Attach to column with (2) 4"Timberlok at 12"o.c: 4"Timberlok at 12"o.c. For typical beam connection 4"Timberlok at 12"o.c. 1/2" Steel Cap Plate 1/2"Steel Cap Plate 1/2'Steel Cap Plate notes and dimensions,see 1/2'Steel Ca Plate (2)2 x 8's for shear wall B p �2)2 x 8's for shear wall 2)2 x 8's for shear wall asten to beam with 2 �asten to beam with (2) " ' asten to beam with(2) 1/2 bolts at 1-4 o.c. Reference Shear Wall 1/2"bolts at 1'-4"o.c. detail 61S1.4 S1.5 Reference Shear Wall 1/2"bolts at V-4"o.c. detail DIS1.3 A BEAM CONNECTION DTL. B BEAM CONNECTION DTL. BEAM CONNECTION DTL. BEAM CONNECTION DTL. rE_-� BEAM AT ENTRY DTL. F BEAM CONNECTION DTL. �15 SCALE: 3/4"= V-0" Al.5 SCALE:3/4"= V-0" S l.5 SCALE:3/4"= V-0" �15 SCALE: 3/4"= V-0" S J1.5 SCALE:3/4"= V-0" �15 SCALE:3/4"= V-0" 11 11 11 9 -� c- � �9 � REF.,� � � 1 2 � REF. � 1 2 6 COL. COL. �- 1'-6" 1' 0" 3.1 (4.1 0-- 7TF- OO 6 314" 5114" 6" ° O 6" 6n n, O W6 x 20 steel column W6 x 20 steel columnShear wall 2" 5 716 11/8" 11/8" 5716 2" Shear wall 11/2" 51/2" 51/2" 1112" " " W6 x 20 steel column 2 x 8 wood stud 1112 11 1112 _ W6 x 20 steel column framing at 1'4'o.c. „ 3/4"Steel Base Plate 3/4"Steel Base Plate -" """ Base Plate Base Plate 7116 plate welded to 7/16 plate welded to 2 x 8 wood stud sidewall 2 x 8 wood stud sidewall 2 x 8 wood stud sidewall top of column top of column framing at V-4"o.c. - 1 framing at 1'4'o.c. framing at 1'4'o.c. r.. Finish Slab M Finish Slab M Finish Slab M Finish Slab Top ofSteel - EL.0-0 0 ° ® °° EL.0-0 - a o — - I Continuous reverse ' °° " brick shelf EL. +13'-2112" EL.0'-0" EL.0'-0" cry ;8 ii W12 x 30 steel beam z M W12 x 30 steel beam 6n a Sidewall foundation n 8" Sidewall foundation a ' 8 ' 6 6' Front foundation wall 8 8 ' SidelRear foundation wall ,; 0 wet-set anchor bolts 7/16 stiffener both side OR 12" min. drill and epoxy 7/16 stiffener both sides Front column pilaster N N p Front column pilaster Front column pilaster 314"anchor bolts.typical W6 x 20 steel column W6 x 20 steel column ELEVATION COLUMN BASE DETAIL (_H_� COLUMN BASE DETAIL j COLUMN BASE DETAIL (_K_� COLUMN BASE DETAIL ENTRY BEAM CONNECTION S .5 At front corner wall SCALE:3/4" = V-0" S 1.5 At front corner wall SCALE:3/4"= V-0" S .5 At front wall SCALE:3/4"= V-0" S1.5) At side and rear walls SCALE: 3/4" = V-0" SJ1.5 SCALE: 3/4"= V-0" COL. 1 n ) ( A E D RED 1-2 1'-0° .. V-6 3/4" CU ° �` M w de ri�2galy.deck B 4" Deck N 1 112"(20ga)Type B ," Deck 4 3 x 3 x 3116"angle wide rib galv.deck 31/2" V-31/4" Top of Steel Varies — 3 x 3 x 3116"angle Top of Steel(Low) W6 x 20 steel column 1112"�51/2" 51/2" 1112" See Plan 1/2"x 8"x 13 5/8"steel o o EL. +14'-21/2" Base Plate W14 x 43 steel beamF plate welded to beam ends 2 x 8 wood stud n n n o o To of LVL 5 x 5 x 1/2"galv.steel angle lintel Cont.2 x 6 to top of wall framing at 1'-4"o.c. 1/2 x 8 x 13 5/8 steel W14 x 43 steel beam plate welded to beam ends ! . from beam below 0 0 EL. +1T-11 112" Finish Slab M Concrete at column 1/2"x 6"x 9"top cap 1/2"x 6"x 12"top cap • p 1 a�• ._ EL.0'-0" ;b a —%=X' 314"A325 bolts N 1.75 x 12" LVL screwed to 2 x 6's S $ Reverse brick shelf beyond K2812 bar joists J o K2812 bar joists ��,°�$ Aga 1'-4":wet-set anchor bolts 9 8"foundation wall ! ��° W6 x 20 steel column ' 2 x 8 jack studs supporting LVL �°$ °°�° 8 OR 12" min.drill and epoxy 3/4"anchor bolts.typical 2 x 8 wood stud sidewall 3 ° — W6 x 20 steel column Continuous 1/2"CDX plywood sheathing 11 1/4" Top chord extension framing at 1'-4"o.c. - ° O 01 o 21/2" 3 x 3 x 3/16"angle 2 x 8 wood stud sidewall LID framing at 1'-4"o.c. 1.75 x 12" LVL screwed to 2 x 6's fastened to wall studs 2" 5 718' 1118° To of Steel(High) 112"Steel Cap Plate 5/8"thru-bolt and clevis EL. +15'-31/2" rM COLUMN BASE DETAIL N BEAM CONNECTION DTL. P BEAM CONNECTION DTL. 1"x Sched/.40 hanger pipe 1 1/2"metal decking on assembly at 6'-0"o.c. max. K2812 bar joists S 1.5 SCALE: 3/4"= V-0" S�.5 SCALE: 3/4"= V-0" SJ1.5 SCALE:3/4"= V-0° Pre-manufactured architectural metal W14 x 43 steel beam canopy with hanger pipe assembly W6 x 20 steel column Top of Steel EL. + ! 40°-0' Top of Steel EL.+13'-2112" Top of Steel EL.+12'-101All o - - - - - - -- - - - -- - -- - -- - W12 x 30 steel beam W8 x 24 steel beam 2x build-out for canopy to align with 2 LVL fillers bolted to face of bric veneer at pilasters beyond steel beam 4'-1" 4" V-31/4" W6 x 20 steel column rQ--� CANOPY SECTION �15 SCALE: 3/4" = V-0" Owner: Engineer of record: New construction of: Title Info.: Vreeland Design Associates Garrett's Family Market No. Revision ,HAS Date: 1/21/20 vv Y STEEL DETAILS 1 0��¢DAVIDA. �yG mow AWNIM&I Hamra DAN An integrative approach to design, 1617 Falmouth Road 2 CIVIL g VREELRND m mitt s engineering, and site planning No.46317 Contact: David Vreeland, PE C e n to ry i I I e, Massachusetts 3 q'� SSGIATS � FAMILY 116 River Rd1 1 ., Leyden, MA 01337 4 LS115 Phone (413) 624-0126 - Fax (413) 624-3282 5 1/10/20