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Home My WebLink About1170 Great Island Rd plansNew G r ge, Screened Porch and West ■ L d c ping 1170 Great arm outh, JUNE 67 2022 TYPICAL ABBREVIATIONS DRAWING INDEX AC air conditioning HC hollow core (or) handicap TOF top of footing A0.0 COVER PAGE & DRAWING INDEX ACT ADDNL acoustical ceiling the additional HDW HGT hardware height TOL TOP top of ledge top of pocket A0.1 SITE PLAN ADJ adjustable HM hollow metal TOR top of rail AFF above finished floor HOR HP horizontal high point g p TOS TOW top of steel to of wall p A1.0 GARAGE PLANS AND ELEVATIONS ALT ALT aggregate alternate HR HTR hour heater TRANS transformer TYP typical A1.1 SCREENED PORCH PLANS ALUM aluminum AP APPR access panel approximately HVAC heating, ventilating and air conditioning VT vinyl tile A3.0 SECTIONS ARCH architectural ID inside diameter VB VCT vinyl base vinyl composition the A3.1 SECTIONS BD board IN inch or inches VERT vertical BIT bituminous INCAND incandescent VIF verify in field A7.0 DOOR & WINDOW SCHEDULES BLDG building INCL insulation VIN vinyl BLK block INT interior S0.1 STRUCTURAL GENERAL NOTES BLKG BM blocking beam JT joint W/ WC with wall covering S1.0 FOUNDATION AND FRAMING PLANS BOC BOF bottom of concrete bottom of footing KS knee space WD WF wood steel beam (wideflange) BOL BOT ballard bottom LAM LAV laminated lavatory WP WPR working point water proofing ATTACHMENTS BOW BUR bottom of wall built up roofing LP LTG low point lighting W/O WWF without welded wire fabric LANDSCAPE PLAN CAB cabinet(s) MAX maximum LANDSCAPE CONSTRUCTION SPECIFICATIONS CB catch basin MB marker board ` CBD chalkboard MBD marker board SITE SURVEY CEM cement MECH mechanical C1 cast iron MEMB membrane cast -in -place lace p MFR manufacturer .. .. .. CJ control joint ceiling MIN minimum miscellaneous f.� � ,.•CLG .a_ � r� X4 M, :. CLR CMU clear ance) closet (or) center line concrete mason unit masonry MTL masonry opening metal s "r _r -�� ' _ CO COL convenience outlet (receptacle) column NA NIC not applicable not in contract y. ,.. • � COMP CONC compressible concrete NO NTS number not to scale m.., a ,. —agtion q CONST CONT CPT construc Conti carpet OA over all — - — g 1, • , CT ceramic the OD i outside diameter { g r i • DET DF detail drinki fountain OPNG P owner opening o ositefurnished w __, YE }. DIA DIF DIM diameter diffuser dimension OPPH CC opposite hand e precast concrete ;; �• QN down PG L glass plate gla � - . = DR door PL plate s r DWG drawing PLAM PLAS plastic laminate plaster EA each PLYWD plywood EJ PTD (ed) .4 expansion joint paint EL elevation (topographical) PT paint or paint ..- ELEC electric (al) PTN partition ELEV elevation (architectural) PVC poly vinyl chloride EMERG ENCL emergency enclosure QT quarry the EQ equal QTY quantity " EQUIP equipment EWC electric water cooler R radius (or) riser EX existing RA return air EXH exhaust RD roof drain EXP EXIST EXT expansion existing exterior REG REINF READ register reinforcing required REV revision/reverse FB fire blanket RM room FCO floor clean out RO rough opening FD floor drain SC solid core FDN foundation SECT section FE fire extinguisher SHT sheet FEC fire extinguisher cabinet SIM similar FHC fire hose cabinet SPEC specifications FIN finish SQ square FIXT fixture STD standard FL floor SS stainless steel FLUOR fluorescent STL steel FT feet STR structural FTG footing STOR storage FTR fin tube radiation SUSP suspended FV (contractor to) field verify T tread G gas (natural,, burning) TB tack board GA gauge TBD tack board (or) to be determined GALV galvanized TD trench drain GC general contractor TEL telephone GHM galvanized hollow metal TEMP tempered (or) temporary GL glass THK thickness GWB gypsum wall board TOC top of counter GYP gypsum TOD top of desk New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building #2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA01773 781-259-0240 Professional Seal Rev # Date Reference Arch. Proj. #: 22159 Drawn By: CJ Date: 7.6.22 Scale: AS NOTED COVER PAG E AN D DRAWING INDEX NEW DECK FENCE AND PROPANE TANK TO BE REMOVED NEW SCREENS ON EXISTING LOGGIA EXISTING HOUSE PROPOSED GARAGE \ t CINOd NM ,OO L NEW DRIVEWAYAND PARKING EXISTING DRIVEWAY TO BE RELOCATED SHOWN DASHED UNRENOVATED AREA 1 SITE PLAN Cale: 1" = 20 New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building #2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 rry i �t s ass. )riJ 0 F. cq Professional Seal Rev # Date Reference Arch. Proj. #: 22159 Drawn By: CJ Date: 7.6.22 Scale: AS NOTED SITE PLAN 4 1 /4" 5 EAST ELEVATION -0" 4)-M ST ��LYATION 1M ------------------------------------- —-------------- -------------------------------- ----------------------------------------------------------------------------------------------- - 3 SOUTH ELEVATION RED CEDAR SHINGLE ROOFING, TYP WHITE CEDAR SHINGLE SIDING, TYP PAINTED WOOD WINDOW CASING AND SILL LIGHT FIXTURES PAINTED WOOD P I LASTE R 1( 1 3 30'-0" CLEAR 2X6 STUD WALL, LADDER I 24" O.C. TYP W 4x4 POST 4x4 POST Q w I�j 4 A 0 ' l 0 N �— I 4x4 POST � 4x4 POST - - - - - �I�T------------------ -, EQ. EQ. 71A 8'-0�� I 81_011 f 0 I I 02 I I 03 EQ. A EQ. B EQ. A EQ. B EQ. A EQ. B 0)__nAN 2 2 1 fe:1/4" = 1'-0" 3.1 IV 6 PILASTER DETAIL case: 3/4" = 1'- " EQ. A New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building#2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 Professional Seal Rev # Date Reference Arch. Proj. #: 22159 Drawn By: CJ Date: 7.6.22 Scale: AS NOTED GARAGE PLANS AND ELEVATIONS SCRIBE TC COLUMN 5 ENLARGED SCREEN ELEVATION Scale: � ELEVATION tale: 1!4" = 1 `-0" 3 IVATION - OPPOSITE SIM fe: 1!4" = 1'-0" i HOF 450, 2 ENLARGED DETAIL 31- 1/ 3 1 /2" SCREEN FRTE DETAIL Cale: Hal Actual NEW SCREENS IN NATURAL RED CEDAR FRAME NATURAL RED CEDAR SCREEN DOOR UNRENOVATED AREA New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building #2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA01773 781-259-0240 Professional Seal Rev # Date Reference Arch. Proj. #: 22159 Drawn By: OJ Date: 7.6.22 Scale: AS NOTED Al 01 SCREENED PORCH PLANS AND ELEVATIONS PITCH TO MATCH EXISTING HOUSE CONCRETE FOUNDATION WALL III IIII= -- r. II—IIII—I —IIII—IIII I ..:�y,. :.: ::.:":..:::.:::. :• — — — — - --— III—IIII=III:."..-:=�.�.�:�: Illl—III-IIII—IIII=IIII-IIII IIII III =IIII—CIF �IfF II .IIII Il I II III {fH IfH IIII IIII—IIII IIII IIII IIII IIII IPII IIII IIII I IIII I I I i .�.:� .. -. �.. -..: _....:-.-�:��::.• 1-� 1 � 1=�I I-1=-�-1=-�1=�-1-1=--�1=-�1=-1�1=-� 1=�-�1=� �1=�--I1=-�-1=-1a I-i =--III .=�I I� =�-1=� l-! 1= �I 111lII-=IIII=111= 1=IIII=IIII= IIII=IIII=111{=IIII=IIIIIIII=IIII=III= II=11 =III= 111 � I11 �, _� � IIII= =IIII= 11= =IIII=IIII=IIII=IIII=IIII !I!l=IIII=IIII=IIII=IIII=IIII=IIII-=IIIIIIIIIIII=IIII=IIII=IIII=IIIIII;II�=1 =1 1 II11 I II Iil-=!!!i-=IIII=IIII=IIIIIIII-=IIII=IIII=IIII=IIII=IIII=!l11IIII=IIII=I 11IIII=.IIII=IIII=1 II—IIII III= it =11_I1=IIII=IIII=1111— =II I=IIII=IIII=IIII=IIII IIII=IIII=IIII=IIII=IIII=IIII= I=III=IIIIIIII=IIII1 1=III IIII=IIII-=II`I= II=III=IIII=IIII=11 III=IIII=IIII=IIII=IIII=IIII=IIII=IIII=till=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIIIIIII=IIIIIIII=IIII11111 =IIII=IIII=IIII=IIII= LONG SECTION . . . .= �iii IIII iiii IIII i�ii IIII iiii IIII iiii IIII iiii IIII iiii III iiii IIII 4" CONCRETE SLAB WJ FIBERMESH 15 MIL VAPOR RETARDER, TAPED SEAMS POST FOOTING BEYOND WHITE CEDAR SHINGLES AT WALLS, TYR 3 2X8" HEADER PAINTED WOOD WINDOW TRIM AND SILL 8" CONCRETE WALL DRAINAGE MATERIAL DAMP PROOFING PERIMETER DRAIN, 4" PERFORATED New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building#2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 Professional Seat Rev # Date Reference Arch. PrOj. #: 22159 Drawn By: CJ Date: 7.6.22 Scale: AS NOTED A3w0 GARAGE SECTION I 2 SECTION AT ENTRY SIDE WALL Cale: 1/2" = 1'-0" 3 2X6" LVL HEADER 3 2X10" HEA HIGH LIFT_ GARAGE DOOR 1 /2" PLYWOOD ON INTERIOR TO 8' SIMPSON STRAP ANCHOR CONCRETE APRON =IIII=IIII=III �:�- �=:=:IIII 1IIII1 =III==�1111=�1 1= � =IIII=111=1!l1= =1lll=III t 1 = t=Milt= -- t ll�Bl-=IIII=IIII=IIII= I 1 CROSS SECTION I I I TYP. ROOF CONSTRUCTION: - RED CEDAR SHINGLES - DOUBLE STARTER COURSE - CONTINUOUS ICE AND WATER SHIELD - WHOLE ROOF - 5/8" PLYWD SHEATHING - 2X8 ROOF RAFTERS 2 - 3/4" THRU BOLT FASTENED TO DOUBLE RAFTER 4" x 4" POST TO ROOF 2X4 WOOD RAILING 5/4"X6" BOARDS ON 2"X10" FLUSH FRAME SIMPSON HOLD DOWNS AT RAFTER CONNECTIONS, TYP. STEP CONCRETE FOUNDATION WALL SHINGLES HOLD DOWN STRAPPING DAMP PROOFING PERIMETER DRAIN, 4" PERFORATED 15 MIL VAPOR RETARDER, TAPED SEAMS 6" MIN. GRAVEL 4" CONCRETE SLAB - FIBERMESH REINFORCED 3'-8" FOOTING LINE OF STEPPED FOOTING BEYOND POST FOOTING New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building #2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 Professional Seal Rev # Date Reference Arch. Proj. #: 22159 Drawn By: DJ Date: 7.6.22 Scale: AS NOTED A3m 1 GARAGE SECTIONS WINDOW TYPES 8'-011 EQ. A EQ. A m Ci Lj Q W L :1 N (B } TRANSOM a EXISTING 8/12 OMATCH WINDOW UNIT AT MAIN HOUSE DOOR TYPES 8'-011 21-8" 2'-6" EQ. A ►O m d W Co _ � N 0 Co ' T co M r.. 5" 5" co (— SCREEN DOOR n� EXTERIOR WOOD DOOR B EXTERIOR WOOD FRAMED DOOR PRIMED FOR PAINT PRIMED FOR PA NT �1 NATURAL RE EDAR DOOR SCHEDULE DOOR HDWR REMARKS ID# SIZE TYPE MANUFACTURER STYLE TYPE 011 2'-8" X 6'-8" X 1 3/4" A TBD X X 02'. 8'-0" X 8'-0" X 2" B TBD X X 03• 8'-0" X 8'-0" X 2" B TBD IX X 04 2'-6" X 7'-0" X 1 3/4" C TBD X X 05 2'-6" X 7'-0" X 1 3/4" C TBD X X New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617.943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building#2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 Professional Seal Rev # Date Reference Arch. Proj. #: 22159 Drawn By: CJ Date: 7.6.22 Scale: AS NOTED 1 ' J WINDOW AND DOOR TYPES AND SCHEDULES GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 2. ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS MUST BE USED IN CONJUNCTION DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL REPORT ANY DISCREPANCIES. 3. ALL METHODS OF CONSTRUCTION, NOTES, ETC. INDICATED ON DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 4. DESIGN CRITERIA: A. BUILDING CODES AND DESIGN STANDARDS: • MASSACHUSETTS STATE BUILDING CODE (780 CMR), 9th EDITION • INTERNATIONAL RESIDENTIAL CODE, IRC 2015 • INTERNATIONAL BUILDING CODE, IBC 2015 • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NDS 2015 • MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-10 • SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360-10 • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14 B. LIVE LOAD RESIDENTIAL 40 PSF STAIRS 100 PSF AND 300 LB ON 4 SQ. IN. ROOF LIVE LOAD SNOW LOAD GOVERNS C. SNOW LOAD GROUND SNOW LOAD Pg = 30 PSF FLAT -ROOF SNOW LOAD Pf = 25 PSF SNOW EXPOSURE FACTOR C, =1.0 SNOW LOAD IMPORTANCE FACTOR IS = 1.0 THERMAL FACTOR Ct = 1.0 D. WIND LOAD BASIC WIND SPEED Vu, = 140 MPH VAs, = 108.5 MPH WIND LOAD IMPORTANCE FACTOR 1,,= 1.0 BUILDING OCCUPANCY CATEGORY 11 WIND EXPOSURE CATEGORY D E. SEISMIC LOAD SEISMIC IMPORTANCE FACTOR IE = 1.0 SEISMIC DESIGN CATEGORY B MAPPED SPECTRAL RESPONSE SS= 0.149 ACCELERATIONS 51= 0.054 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS S[,S = 0.239 SDI = 0.130 5. UNDER NO CIRCUMSTANCES SHALL THE CONSTRUCTION LOAD ON THE STRUCTURE EXCEED THE DESIGN LOAD WITHOUT SPECIFIC WRITTEN PERMISSION FROM THE ENGINEER. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO 2015 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION WITH 2O15 SUPPLEMENT. 2. PROVIDE STAMPED DRAWINGS AND CALCULATIONS FOR REVIEW AND APPROVAL PRIOR TO TRUSS FABRICATION. 3. SEE PLANS FOR GENERAL LAYOUT AND CONFIGURATION OF WOOD -FRAMING. THE WALL TYPES AND LOCATIONS HAVE BEEN COORDINATED WITH STRUCTURAL STEEL FRAMING AND SHALL NOT BE MODIFIED WITHOUT APPROVAL. 4. COORDINATE ALL DOOR, WINDOW, AND OTHER REQUIRED OPENINGS WITH ARCHITECTURAL DRAWINGS. 5. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION (MEP/FP) DRAWINGS AS REQUIRED TO PROVIDE/ALLOW FOR OPENINGS AND PENETRATIONS, HANGING PIPES, MECHANICAL UNITS, AND ANY OTHER EQUIPMENT. 6. ALL LUMBER USED SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED, OR APPROVED EQUIVALENT. A. I -JOIST (WEYERHAEUSER TRUSS JOIST TJI) B. LAMINATED VENEER LUMBER (LVL) WEYERHAEUSER MICROLLAM LVL 2.0E C. WOOD SCISSOR TRUSS PER MANUFACTURER- SUBMIT DESIGN CALCULATIONS FOR APPROVAL. D. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ANY LUMBER REQUIRED TO BE NOW COMBUSTIBLE AND THE TREATMENT REQUIRED. 7. PROVIDE A MINIMUM END BEARING LENGTH OF 3 %" FOR ALL CONNECTIONS. 8. FASTENERS AND CONNECTORS USED TOGETHER SHOULD BE OF THE SAME TYPE (E.G. HOT -DIP GALVANIZED NAILS WITH HOT -DIP GALVANIZED HANGERS). 9. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO THE ELEMENTS SHALL BE PRESSURE -TREATED. 10. ALL MECHANICAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A153 GRADE 85 MINIMUM OR MECHANICALLY DEPOSITED ZINC COATED PER ASTM B695 CLASS 55 OR GREATER. 11. ALL MECHANICAL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A653 CLASS G185 OR STAINLESS STEEL TYPE 304 OR 316. IF NOT ADEQUATELY PROTECTED AGAINST CORROSION, CONNECTORS SHALL BE ISOLATED FROM CONTACT WITH THE PRESSURE TREATED WOOD BY MEANS OF THREE LAYERS OF 15-POUND FELT PAPER. 12. THE CONTRACTOR SHALL TEMPORARILY BRACE ALL WOOD FRAMING AS REQUIRED DURING CONSTRUCTION AND ERECTION. 13. PROVIDE TAKE-UPS DEVICES AS REQUIRED TO ACCOMMODATE WOOD SHRINKAGE AND/OR SLACK. FOUNDATIONS 1. BACKFILL BENEATH FOUNDATIONS SHALL CONSIST OF WELL GRADED SAND AND GRAVEL AND SHALL BE PLACED IN LAYERS NOT TO EXCEED 9" AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 OR BEAR DIRECTLY ON THE LEDGE. 2. NO FOOTING SHALL HAVE ITS BASE HIGHER THAN HALF THE SHORTEST HORIZONTAL DISTANCE TO THE NEAREST FOOTING OR EXCAVATION, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR ON ROCK. 3. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL CONCRETE HAS OBTAINED AT LEAST 2/3 OF ITS SPECIFIED MINIMUM DESIGN STRENGTH. 4. FOR WALLS AND GRADE BEAMS HAVING FILL ON EACH SIDE, BACKFILL OPERATION SHALL PROCEED SIMULTANEOUSLY IN UNIFORM LIFTS. DIFFERENTIAL ELEVATIONS OF THE TOP OF LIFTS ON EACH SIDE SHALL NOT EXCEED 2'4'. 5. PROVIDE SLEEVES AND/OR OPENINGS IN WALLS FOR PLUMBING, ELECTRIC AND OTHER SERVICES AS REQUIRED. 6. PROVIDE WELL COMPACTED, CLEAN, AND COARSE SAND AND GRAVEL BASE UNDER ALL SLABS ON GRADE AND FOOTINGS. 7. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 8. THE SOIL BELOW FOOTINGS SHALL BE PROTECTED FROM FREEZING DURING CONSTRUCTION. CONCRETE 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. LOCATION: CONCRETE STRENGTH: SPREAD AND CONTINUOUS FOOTINGS 4,000 PSI SLABS ON GRADE 4,000 PSI ALL OTHER CONCRETE, (LION) 4,000 PSI 3. CONCRETE EXPOSED TO WEATHER OR FREEZING SHALL BE AIR -ENTRAINED. 4. CONTROLLED CONCRETE SHALL BE USED AND SHALL BE PROPORTIONED, MIXED AND PLACED UNDER SUPERVISION OF AN APPROVED CONCRETE TESTING LABORATORY. 5. PROTECTIVE COVER FOR REINFORCEMENT: A. CONCRETE PLACED AGAINST EARTH 3" B. CONCRETE EXPOSED TO EARTH, WEATHER OR WATER 2" (1W FOR #5 BARS OR SMALLER) C. FLOORS ON SAND, GRAVEL OR STONE FILL 1%2' D. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS NO. 14 & NO. 18 BARS 1l" NO. 11 BARS AND SMALLER %" BEAMS, COLUMNS 1%" A. PIERS: MAIN BARS 2" TIES 1%" 2. STANDARD REINFORCING BARS SHALL CONFORM TO ASTM 615-60, SPECIFICATIONS FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCING WITH 60,000 PSI MINIMUM YIELD POINT. STAINLESS STEEL REINFORCING BARS SHALL CONFORM TO ASTM A955, SECTION OR DETAIL TITLES SPECS FOR DEFORMED AND PLAIN STAINLESS STEEL BARS FOR CONCRETE REINFORCEMENT AND SHALL BE A NON-MAGNETIC ALLOY. REINFORCING TO BE WELDED SHALL CONFIRM TO ASTM A706. 3. PROVIDE KEYS AT ALL CONSTRUCTION JOINTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 4. REINFORCING BARS IN FOUNDATION WALLS SHALL BE CONTINUOUS. USE LAP SPLICES AS REQUIRED. PROVIDE CORNER BARS AS SHOWN ON TYPICAL CORNER DETAILS TO LAP WITH MAIN HORIZONTAL REINFORCEMENT WHERE WALLS INTERSECT. S. WHEN REINFORCING STEEL IS SHOWN CONTINUOUS IN GRADE BEAMS, WALLS, SLABS, BEAMS, ETC., SPLICE REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS, UNLESS OTHERWISE SHOWN. STAGGER ALL SPLICES A MINIMUM OF 4'-0". LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF SPAN AND BOTTOM BAR SPLICES AT SUPPORTS OR BETWEEN SUPPORT AND 1/3 OF SPAN, UNLESS OTHERWISE NOTED. 6. COMPRESSION EMBEDMENT SHALL BE 22 BAR DIAMETERS AND COMPRESSION SPLICE LENGTH SHALL BE 30 BAR DIAMETERS. 7. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED ON SHOP DRAWINGS AND APPROVED BY THE ENGINEER. 8. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN THE WALLS AND BEAMS UNLESS SHOWN. 9. CHAMFER EXPOSED CONC CORNERS Wx45 DEGREES, UNLESS OTHERWISE NOTED. CONCRETE ANCHORS 1. EXPANSION TYPE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM E-488, "STANDARD TEST METHODS FOR STRENGTH OF ANCHORS IN CONCRETE AND MASONRY ELEMENTS", ICC-ES AC193 ACCEPTANCE CRITERIA FOR MECHANICAL ANCHORS IN CONCRETE ELEMENT, AND ICC-ES AC01 ACCEPTANCE CRITERIA FOR EXPANSION ANCHORS IN MASONRY. 2. ADHESIVE TYPE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM E-488; ASTM E-1512, "STANDARD TEST METHODS FOR TESTING BOND PERFORMANCE OF ADHESIVE BONDED ANCHORS", ICC-ES AC308 ACCEPTANCE CRITERIA FOR POST -INSTALLED ADHESIVE ANCHORS IN CONCRETE ELEMENTS, AND ICC-ES AC58 ACCEPTANCE CRITERIA FOR ADHESIVE ANCHORS IN MASONRY ELEMENTS. 3. PROVIDE SIZE, TYPE AND EMBEDMENT OF ANCHOR INDICATED. THE ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH ACI 318 CHAPTER 17. 4. INSTALL ANCHORS ACCORDING TO THE MANUFACTURER'S CURRENT PUBLISHED INSTRUCTIONS AND IN STRICT ACCORDANCE WITH THE CURRENT ICC ESR 5. DO NOT DRILL HOLES UNTIL THE BASE MATERIAL HAS ACHIEVED FULL DESIGN STRENGTH. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. REMOVE DUST AND DEBRIS FROM DRILLED HOLES AND REMOVE ANY STANDING WATER FROM HOLES TO RECEIVE ADHESIVE ANCHORS. 6. QUALIFIED MANUFACTURER'S REPRESENTATIVE SHALL PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE UPON REQUEST. 7. INSTALLATION OF ADHESIVE ANCHORS VERTICALLY OVERHEAD OR OTHERWISE SUBJECT TO SUSTAINED TENSION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. 8. PROVIDE EXPANSION TYPE ANCHORS FROM ONE OF THE FOLLOWING MANUFACTURERS, OR APPROVED EQUIVALENT: A. KWIK-BOLT III OR KWIK-BOLT TZ, MADE BY HILTI, INC., TULSA, OK B. POWER -STUD MADE BY POWERS FASTENERS, BREWSTER, NY 9. PROVIDE ADHESIVE TYPE ANCHORS FROM ONE OF THE FOLLOWING MANUFACTURERS OR APPROVED EQUIVALENT: A. HILTI HIT HY-200 SAFESET ADHESIVE ANCHORING SYSTEM, HILTI, INC., TULSA, OK B. AC100+ GOLD ADHESIVE ANCHORING SYSTEM, POWERS FASTENERS, BREWSTER, NY. STRUCTURAL STEEL 1. STRUCTURAL STEEL CONSTRUCTION, FABRICATION AND ERECTION SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-10). 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE SHOWN: A. ROLLED SHAPES, COLUMNS, AND BEAMS ASTM A992 B. ANGLES AND PLATES ASTM A36 3. LION, ALL BOLTED FASTENERS SHALL BE ASTM A325 OR F1852 BEARING TYPE HIGH STRENGTH BOLTS. 4. SLIP CRITICAL CONNECTIONS, AS SHOWN, SHALL BE ASTM A325 SC BOLTS. 5. WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1, "STRUCTURAL WELDING CODE" USING E70XX LOW HYDROGEN ELECTRODES CONFORMING TO AWS SPECIFICATION A5.1. 6. COMPOSITE STEEL BEAMS ARE DESIGNED BASED ON UNSHORED CONSTRUCTION. 7. DETAILS, FABRICATION AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS AND TO THE LATEST STANDARD SPECIFICATIONS OF AISC. 8. ALL CONNECTIONS SHALL BE AS SHOWN ON THE DRAWINGS AND/OR AS DESCRIBED IN THE SPECIFICATIONS. 9. ALL STEEL EXPOSED TO THE ELEMENTS SHALL BE HOT -DIP GALVANIZED. CONSTRUCTION GENERAL NOTES 1. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODES AND DESIGN STANDARDS TO SUPPORT IN -PLACE DESIGN LOADS IN THE COMPLETED STRUCTURE. PROVIDE ADDITIONAL SUPPORTS OR TEMPORARY SHORING/BRACINGS FOR THE STRUCTURE, AS NEEDED, DUE TO THE FORCES IMPOSED DURING CONSTRUCTION. New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617. 943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building#2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 Rev # Date Reference Arch. Proj. #: 22159 Drawn By: ci Date: 7.6.22 Scale: AS NOTED S001 STRUCTURAL GENERAL NOTES 5 1 /2" 4" CONC SLAB W/ FIBERMESH It SECTI�Nv Scale: 314-0" CONCRETE APRON 4" CONC SLAB W/ FIBERMESH 2X8" RAFTERS, 24" O.C. — HURRICANE :TER ON PILASTER 3 — 2"X8" HEADER AT WINDOWS SIMPSON HOLD DOWN 1— 2 — #4 CONT f-011 If ae� :811. Vlo 4 SECTION tale: 314" = 1'-0" PERIMETER DRAIN, 4" PERFORATED #4 @ 24" E 30'-11 " 1/2" PLYWOOD ON INTERIOR 10" HEADER AT aE DOOR OPENINGS 3iONTINUE AS TIE TO .IOR FRAMING 3" HEADER AT ENTRY DOOR CO 8" CONCRETE I EQ. 10'-0 1 /2" u.IW EQ. I WALL V SOOP ING Q I Q I FOOTING J J I FOOTING Q05� FOOTING -- I :` I N 4 0 FOOTING I FOOTING STEP 2'-0+1 ( STEP FOOTING r FOOTING JQ I N I I 6 5 W I I - -.: �l Q 1 �2N �/R� IQN FRAMIN PLAN -0" I 8" CONCRETE WALL BELOW 1 51/2" CONCRETE CURB --I SIMPSON STRAP ANCHOR AT ALL PERIMETER POSTS New Garage, Screened Porch and Landscaping 1170 Great Island Rd West Yarmouth, MA 02673 ARCHITECT Rough Sketch, LLC 70 Phillips St Watertown, MA 02472 617.943. 6986 STRUCTURAL ENGINEER Simon Design Engineering, LLC 49 Walnut Park Building #2 Wellesley, MA 02481 781-237-2226 LANDSCAPE ARCHITECT Jonathan Keep Landscape Design PO Box 86 Lincoln, MA 01773 781-259-0240 Rev # Date Reference Arch. Proj. #: 22159 Drawn By: CJ Date: 7.6.22 Scale: AS NOTED S1.0 STRUCTURAL PLANS AND DETAILS I I I / 1 jl Ir --'l 0 -f I I 111 � l \ \ \ iI \I \ al i to ry 1------------ 1 \ 1 1 \ 11 1 \ f 20?7— +.. 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