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HomeMy WebLinkAboutBLD-20-2907LOCUS MAP NOT TO SCALE SAL T POND N55'10'40"W s�ti 13't \ 11ZAzOf I 9% d E z t�. NOTES: 1. THE ENTIRE PROPERTY FALLS WITHIN FEMA FLOOD ZONE AE, ELEV.=11' 2. BSC WAS INFORMED THAT THIS PLAN DID NOT HAVE TO DEPICT THE ENVIRONMENTAL RESOURCE AREAS AFFECTING THE SITE BECAUSE THE IMPROVEMENTS WERE CONSIDERED "MINOR". QUAIL ROAD (40'WIDE) R=10.00'L=57.18 — r 25.00 —,�— L=15.71'1/ .,�•CM„/IO"01 I] -- s N55'10'40"W 18.13' 61.87' R=10.00' 00 N55'10'40"W % 1 L=15.71'/ NO F'GRAVEL SHED I --U p -b- SECOND STCRY DPECK F fi '✓ H07 7 IJ1.1' i I IJ p . i CONCRETE PAVER 55�55 co CONCRETE PAVER DRIVEWAY PATIO 9 116.1" rI f LOT 73 /9' 4'54'10"E 110.00' .y gg .�--• t 110 O iI \\ EXISTING 2 STORY O WOOD FRAME� } to M 100 DWELLING0NG FF=10.7 � ( F i I Z � t LOT 74 ) �� -- S54'54'10 E '' t --- GRAVEL 120.00' —---�_ SCALLOP ROAD (40'WIDE) R.EC E IVES NOV 27 2019 BUILDING DEPARTMENT By REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. PROFESSIONAL LAND SURVEYOR DATE CERTIFIED PLOT PLAN WITH PROPOSED ADDITION AT j24 SCALLOP ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOVEMBER 269 2019 FILE COPY saus'?I, �nI w T PREPARED FOR: WILLIAM HASAPIDIS 27 PLAIN STREET MEDFIELD, MA 02052 FF I'wB'%SC GROUP 349 Route 28, Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 Mims 0 10 20 40 rm PROJ. MGR.: CRAIG FIELD FIELD: C. O'LEARY CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 50363-CPP.DWG DWG. NO: 6618-01 SHEET L1OLFjl JOB. NO: 5-0363.00 28 LOCUS INFORMATION a W i h CURRENT OWNER: WILLIAM G. HASAPIDIS OVERLAY DISTRICT: NONE Q o NITROGEN SENSITIVE v m TITLE REFERENCE: CERT. 216978 ZONE: NOT IN A ZONE II GU PLAN REFERENCE: L.C. 14426-H FEMA FLOOD COvr R0. ZONE DISTRICT: "AE", EL.=11 DATED 7/16/14 GATE ASSESSORS MAP: 14 PANEL #25001CO588J PARCEL: -27 QUAIL MINIMUM LOT SIZE: 25,000 S.F. Locus RD p ZONING DISTRICT: R-25 EXISTING LOT SIZE: 36,817tS.F. SETBACKS: FRONT 30' p� SIDE 15' EXISTING BUILDING COVERAGE: 3,079/36,817=8.4% REAR 20 (SHED, HOUSE) p LOCUS MAP NOT TO SCALE SAL T POND N55'10'40"W s�ti 13't \ 11ZAzOf I 9% d E z t�. NOTES: 1. THE ENTIRE PROPERTY FALLS WITHIN FEMA FLOOD ZONE AE, ELEV.=11' 2. BSC WAS INFORMED THAT THIS PLAN DID NOT HAVE TO DEPICT THE ENVIRONMENTAL RESOURCE AREAS AFFECTING THE SITE BECAUSE THE IMPROVEMENTS WERE CONSIDERED "MINOR". QUAIL ROAD (40'WIDE) R=10.00'L=57.18 — r 25.00 —,�— L=15.71'1/ .,�•CM„/IO"01 I] -- s N55'10'40"W 18.13' 61.87' R=10.00' 00 N55'10'40"W % 1 L=15.71'/ NO F'GRAVEL SHED I --U p -b- SECOND STCRY DPECK F fi '✓ H07 7 IJ1.1' i I IJ p . i CONCRETE PAVER 55�55 co CONCRETE PAVER DRIVEWAY PATIO 9 116.1" rI f LOT 73 /9' 4'54'10"E 110.00' .y gg .�--• t 110 O iI \\ EXISTING 2 STORY O WOOD FRAME� } to M 100 DWELLING0NG FF=10.7 � ( F i I Z � t LOT 74 ) �� -- S54'54'10 E '' t --- GRAVEL 120.00' —---�_ SCALLOP ROAD (40'WIDE) R.EC E IVES NOV 27 2019 BUILDING DEPARTMENT By REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. PROFESSIONAL LAND SURVEYOR DATE CERTIFIED PLOT PLAN WITH PROPOSED ADDITION AT j24 SCALLOP ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOVEMBER 269 2019 FILE COPY saus'?I, �nI w T PREPARED FOR: WILLIAM HASAPIDIS 27 PLAIN STREET MEDFIELD, MA 02052 FF I'wB'%SC GROUP 349 Route 28, Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 Mims 0 10 20 40 rm PROJ. MGR.: CRAIG FIELD FIELD: C. O'LEARY CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 50363-CPP.DWG DWG. NO: 6618-01 SHEET L1OLFjl JOB. NO: 5-0363.00 HASAPIDIS RESIDENCE 24 TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE CONIPLI- ANCE. ERRORS OR OMP;IISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT' COMPLIANCE. DATE: UILDING OF061) LIST OF DRAWINGS C.0 COVER SHEET A.1 FIRST FLOOR PLAN A.2 FLOOR PLANS & FRAMING A.3 ELEVATIONS �(% w(ic.Ur cmc iJ cr.syr in..n.L �7 SCALLOP A.4 ELEVATIONS architects interior designers builders ROAD A. 5 BUILDING SECTIONS A.6 WALL SECTIONS FILE COPY A.7 DETAILS 299 WHITE'S PATH A.8 NOTES & DETAILS SOUTH YARMOUTH, A. J FLASHING DETAILS MASSACHUSETTS, 02664 S.100 STRUCTURAL ENGINEERING tel{508)362-8883 WEST S•200 STRUCTURAL ENGINEERING S.201 STRUCTURAL ENGINEERING (508) 760- 2800 YARMOUTH, S.300 STRUCTURAL ENGINEERING fax(508)760-5800 MA EX.1 EXISTING FLOOR PLAN WWW.ERTARCHITECTS.COM EX.2 EXISTING ELEVATIONS EX.3 EXISTING ELEVATIONS archi is architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W.ERTARCHITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD WEST YAR MOUTH, PROJECT # 02019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: SCALE: 1/4"=1'-0" III 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. COO TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS EX BEDROOM BEDROOM EX BATH EX LIVING DESK WIaroW NEW BEAM SUPPORT SECON WC UN II r I I I I I I I I I r 111 I :I II I i NEW !, I ------------------ --- GREAT r', R 0 0/C I ' COFEfRRED-. CEILING I I I 1 i I I I I I I I I I I I ' I � q I �I I - 5 I I I I I I I � I 9'-0„ REPLACE SLIDER ----------------^ CENTER WINDOWS ON LINE OF Jj 81— CLOSET WINDOWS ABOVE OVERHAING ABOVE � A B QAC .5 A.5 &4 EX TV ROOM EX GARAGE TYPICAL NOTES: , L MENSIONS ARE APPR ATE XILE NO "AS—BUI DOCUMENTATION C BE COMPLETELY ACCURATE THESE D WINGS HAVE EN PREPARED IN A , RDANCE WITH ALL ACCEPTABLE RORFESSSI NAL STAND DS OF CARE. N STRUC ORERECORDE CIN SE DRAWINGSERE OBSERVED oYVI i , , , , , FIRST F=LOOR PLAN A B 5 5 I ;'r I' I I „______-__- s _ I I�- I I, � I I I - ski PA F C) I , I 1 � I' 1 II 1 /r 1 I LINE OF I4 OBEREAING I I s C �.5 E 5 SF 'IND FLOOR FRAMING DEMOLI i TON NOTES: 1. A5 B5 C5 CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING EX LIVING DESK WIaroW NEW BEAM SUPPORT SECON WC UN II r I I I I I I I I I r 111 I :I II I i NEW !, I ------------------ --- GREAT r', R 0 0/C I ' COFEfRRED-. CEILING I I I 1 i I I I I I I I I I I I ' I � q I �I I - 5 I I I I I I I � I 9'-0„ REPLACE SLIDER ----------------^ CENTER WINDOWS ON LINE OF Jj 81— CLOSET WINDOWS ABOVE OVERHAING ABOVE � A B QAC .5 A.5 &4 EX TV ROOM EX GARAGE TYPICAL NOTES: , L MENSIONS ARE APPR ATE XILE NO "AS—BUI DOCUMENTATION C BE COMPLETELY ACCURATE THESE D WINGS HAVE EN PREPARED IN A , RDANCE WITH ALL ACCEPTABLE RORFESSSI NAL STAND DS OF CARE. N STRUC ORERECORDE CIN SE DRAWINGSERE OBSERVED oYVI i , , , , , FIRST F=LOOR PLAN A B 5 5 I ;'r I' I I „______-__- s _ I I�- I I, � I I I - ski PA F C) I , I 1 � I' 1 II 1 /r 1 I LINE OF I4 OBEREAING I I s C �.5 E 5 SF 'IND FLOOR FRAMING DEMOLI i TON NOTES: 1. CONTRACT.'.:: SHALL V!SIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING ITEMS OF `IORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE W/ STATE & LOCAL REGULATIONS. CONTRACTOR SHALL SECURE NO PAY FOR ALL REQUIRED DEMOLITION PERMITS. ��/�� OWNER'S DOTES TO BIDDERS 3. COORDINATE ALL DEMOLITION OPERATIONS W// OWNER FOR SHUTDOWN PERIODS 7 SEQUENCES OF WORK. ARRANGE W/ OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO MUDROOM/ENTRY PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS TO REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT BOARD/INSULATE & SKIM COAT WALL BETWEEN MUDROOM & KITCHEN. CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF THE BUILDING THIS IS CURRENTLY A PANELED WALL WITH NO INSULATION SO & SITE FOR THEIR INTENDED PURPOSE. THERE IS NO SOUNDPROOFING BETWEEN LAUNDRYAND KITCHEN 4. REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS. ADD 2 RECESSED LIGHTING FIXTURES IN CEILING 5. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN THE DEMOLITION WORK. SWAP OUTLET & PLUMBING CONNECTION FOR WASHER/DRYER (MOVE WASHER TO LEFT) PLUMBING, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR OTHER AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT. NEED NEW HOLE FOR DRYER VENT IN FLOOR ON RIGHT (I HAVE TILE TO PATCH CURRENT HOLE) 6. THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W/ THE CONTRACT DOCUMENTS. NEW CABINETS & GRANITE COUNTERTOP OVER W/D (HOMEOWNER WILL PURCHASE) 7. CONTRACTOR SHALL PATCH/REPAIR/REFINISH, AS REQUIRED, ALL SURFACES EXPOSED BY DEMOLITION WORK WITH MATERIALS & METHODS TO MATCH FINISH AND MAKE FLUSH W/ EXISTING ADJACENT SURFACES. WORK CEMENT BOARD FOR TILE WALL BETWEEN COUNTER TOP & CABINETS SHALL INCLUDE ALL LABOR & MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS. KEEP EXISTING TILE FLOOR & CLOSETS 8. CAP & REMOVE ALL ABANDONED ELECTRICAL, PLUMBING) MECHANICAL, AND FIRE PROTECTION ITEMS BACK TO SOURCE. KITCHEN 9• WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF NEW CEILING WITH RECESSED LIGHTING NEW FINISH, REMOVE ALL PROJECTIONS AND VOIDS AND 'ISECURE OR REMOVE AND REPLACE ANY EXISTING LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL. NEW SLIDING FRENCH DOORS TYPICAL NOTES: NEW DESK/UPPER CABINETS TO LEFT OF BRICK WALL NEW OVEN/MICRO INSTALLED IN EXISTING OPENING AT BRICK WALL 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR CHANGE 2 RADIATORS IN KITCHEN DINING AREA TO BASEBOARD HEAT APPLIANC_ AS PART OF BASIC SERVICES UNLESS IT IS PART OF ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS REMOVE EXISTING FIREPLACE IN KITCHEN DINING AREA (ONLY REMOVE TO KITCHEN FLOOR) MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECT'S 'DOCUMENTS KEEP ALL HARDWOOD FLOORING; PATCH IN NEW TO MATCH EXISTING WHERE NECESSARY REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES WILL BE ADDITIONAL SERVICES. POWDER ROOM 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FR MING INSPECTION NEW VANITY/SINK ; USE EXISTING FIXTURE L I�G'JiJ WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. NEW CEILING FAN/LIGHT NOV 0 8 2019 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL NEW TILE FLOOR EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION HEALTH DEPT. AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO INSURE SUCH PROTECTION. 4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL GENERAL INTEGRITY OF EXISTING HOUSE. 6. DRAWINGS CONVEY DESIGN INTENT. REFINISH EXISTING OAK STRIP FLOORING; ENTIRE DOWNSTAIRS CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED HARDWOOD ON STAIRS LEADING AID FLOOR CONDI110NS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH GUTTERS INSTALLED FOR THE ADDITION AND WOULD LIKE TO REPLACE THE WOOD DESIGN INTENT. GUTTER ON THE BACK OF THE HOUSE BY THE PATIO 7, THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY. t f f6 GT.1W— -U1 l.(�S �K.P� architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW . ERTARC H ITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD PROJECT # 190619 c 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS. AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED do SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE do MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: 7/j - PROJECT TRUE SCALE: 1/4"=l'—O" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.1 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS LOWER ROOF FRAMING LOFT ROOF FRAMING SECOND FLOOR PLAN LOFT PLAN 36" ICE & WATER SHIELD 0 RAKES TYPICAL. LOFT FLOOR FRAMING NOTE: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ANY DESCREPANCIES IN ANU/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO THE ATTENTION OF THE ARC: ITECT, BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEW ROOF PLAN NEW ROOF PITCHES SHALL MATCH EXISTING , arnnchL t5 I'Ve Goeyle P S'i�J'LP.I architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM HASAPIDIS' RESIDENCE 24 SCALLOP ROAD WEST YARMOUTH, PROJECT # 190619 - 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: �m (m 1 �7j/ 7 7 PROJECT TRUE SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.2 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS -- x - -- I - -- - - - - --, I f==4 ____= it if== ==xc villi= ===m =1I l �- l II' ll; l 1111 l 111 Il l ,111 I l 1pl I l l I ll ll l I I „ ----- ll ---- I l II I l �I l I I I I Il ' I I I ll l 4l l LOFT ROOF FRAMING SECOND FLOOR PLAN LOFT PLAN 36" ICE & WATER SHIELD 0 RAKES TYPICAL. LOFT FLOOR FRAMING NOTE: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ANY DESCREPANCIES IN ANU/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO THE ATTENTION OF THE ARC: ITECT, BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEW ROOF PLAN NEW ROOF PITCHES SHALL MATCH EXISTING , arnnchL t5 I'Ve Goeyle P S'i�J'LP.I architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM HASAPIDIS' RESIDENCE 24 SCALLOP ROAD WEST YARMOUTH, PROJECT # 190619 - 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: �m (m 1 �7j/ 7 7 PROJECT TRUE SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.2 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS EXISTING CHIMNEY TO REMAIN, EXTEND HEIGHT AS REQ. BY BUILDING CODE (BY OTHERS) s 6' p" s w Ovyr Py v" ti vP��Soti oaL00\O�Pp `OO �0��`�Q��P Y C` P 1 6 L O yY Q �LP� \h\ @10FPPCk,0� J�e AP (3)-2x8 (3)- (3)-1%" X 9Y4" LVL(2.OE) OD H GE BELO ) SE 2ND F R RAMI PL N TIE JOISTS, SEE ROOF FRAMING PLAN 4 (3)-2x8 E. O aw 4F. 3 m TYP. R O'4O '^ m \11'�yCO' SYPJ�P'�C> F, EP`s �L to Q�OC'�P OQQ �Ocb � .L(2)-2 ' a P00PO� ��� OPOPp��Or�� FP C Z"to Oa0\ Z s 6' p" s w Ovyr Py v" ti vP��Soti oaL00\O�Pp `OO �0��`�Q��P Y C` P 1 6 L O yY Q �LP� \h\ @10FPPCk,0� J�e AP (3)-2x8 (3)- (3)-1%" X 9Y4" LVL(2.OE) OD H GE BELO ) SE 2ND F R RAMI PL N TIE JOISTS, SEE ROOF FRAMING PLAN 4 (3)-2x8 E. (2)-2x6 LOFT LEVEL FLOOR / LOWER ROOF FRAMING PLAN I Scale: 1/4"=1'-0" LOFT LEVEL FLOOR / LOW ROOF FRAMING NOTES: KEY NOTES: 1. NEW SUBFLOOR SHEATHING SHALL BE: Y," THK. APA RATED, T&G, PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR RING NAILS @ 6" O.C. AT ALL PANEL EDGES AND IN FIELD, TYP., PROVIDE Ed ANNULAR RING NAILS @ 6" O.C. ALONG FLOOR DIAPHRAGM EDGE, PROVIDE CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. 2. ALL LOW ROOF SHEATHING (UNBLOCKED DIAPHRAGM W/ PANEL LONG AXIS PERPENDICULAR TO RAFTERS, STAGGER JOINTS) SHALL BE NEW 5/s" THK. APA RATED SHEATHING, NAILED W/ 8D ANNULAR RING NAILS (DIA. =0.131" X 2.5" LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD. 3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/ SIMPSON "H2.5A" HURRICANE TIES, TYP. 4. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED VIA. 2x STUDS @ 16" O.C., TYP. 5. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS AT ALL BEARING SUPPORTS, WALLS & BEAMS, AND WHERE - SHOWN ON PLAN, TYP. LEGEND: ® HZ 2x BUILT-UP/ENG. WOOD COLUMNSBELOW O WALL BELOW p9ppgg^^ 2x BUILT-UP/ENG. WOOD COLUMNSABOVE ,-----------I WALL ABOVE 4''Jra (NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) FRAMING HANGER, SEE KEYNOTE FOR DETAILS kD N m SIMPSON "LUS28" FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (4)-10d AT JOIST, TYP. ALL COMMON -1 WIRE NAILS (0.148" DIA. x 3 LONG), TYP. SIMPSON "HGUS5.50/10" FACE MOUNT HANGER, NAIL W/ (46)-10d AT FACE, AND (16)-10d AT BEAM, TYP. ALL R -J COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y-rl SIMPSON "HHUS48" FACE MOUNT HANGER, NAIL W/ (22)-10d AT FACE, AND (8)-10d AT BEAM, TYP. ALL COMMON lJ WIRE NAILS (0.148" DIA. x 3 LONG), TYP. !� `� SIMPSON "LU526" FACE MOUNT HANGER, NAIL W/ (4)-10d AT FACE, AND (4)-10d AT JOIST, TYP. ALL COMMON V WIRE NAILS (0.148" DIA. x 3" LONG), TYP. 5'/4" x 5Y," VERSA -LAM 1.8 (2750) POST (BELOW) EXISTING REMAIN, EX1 AS REQ. BY BU MIN. 2x8 HIPS & RAFTERS @ 16" O.C., CONNECT RAFTERS TO HIP VIA. SIMPSON "A35" CLIPS, TYP. SIMPSON "LRU26Z" SLOPABLE FACE MOUNT HANGER, FILL ALL HOLES W/ 8d COMMON WIRE NAILS, TYP. EACH SIDE HIP O !�'' \1 .rERS@115 1 END .,yP NEW CUPOLA FRAMING NOTES: • SEE ARCHITECT FOR EXACT DIMENSIONS & FINISHES. • ALL CUPOLA SIDE WALLS SHALL BE FRAMED VIA. 2x4 STUD WALLS, AND MIN. 2x8 ROOF RAFTERS (HIP ROOF)., EACH AT 16" O.C. • FRAME CUPOLA WALLS DIRECTLY ABOVE SUPPORTING FRAMING MEMBERS, AS SHOWN, • CONNECT CORNER LAP SPLICES OF DBL TOP PLATES VIA (4) HEADLOK SCREWS (BY FASTENMASTER) TO CREATE SQUARE TENSION RING. • ALL RAFTERS & HIPS SHALL BE CONNECTED VIA SIMPSON "H2.SA" HURRICANE TIESTO DBLTOP PLATES. • SHEATH ROOF & WALLS W/s%" THK. PLYWOOD SHEATHING. • NAIL ALL SHEATHING VIA. 8d ANNULAR RING NAILS @ 4" O.C. AT PANEL EDGES AND 4" O.C. IN FIELD. • PROVIDE 44 CORNER POSTS, (4) TYP. • CONNECT EACH CORNER POSTVIA(2)-SIMPSON"DTT2Z" HOLDDOWN AND Y," DIA. THREADED STEEL ROD TO SUPPORTING BEAMS BELOW BY DRILLING VERTICALLY THROUGH LVL MEMBERS AND PROVIDING A 1" DIA. WASHER AND NUT ON THE BOTTOM SIDE OF SUCH MEMBER, TYP. ALL (4) CORNERS. COUPLA FRAMING PLAN & NOTES Scale: 1/4"=1'-0" ROOF FRAMING NOTES: 1. ALL ROOF SHEATHING (UNBLOCKED DIAPHRAGM W/ PANEL LONG AXIS PERPENDICULAR TO RAFTERS, STAGGER JOINTS) SHALL BE NEW 5%" THK. APA RATED SHEATHING, NAILED W/ 8d ANNULAR RING NAILS (DIA. =0.131" x 2.5" LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD. 2. ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING NAILS (NAIL DIA. =0.131" DIA. x 2.5" LONG) @ 3" O.C., TYP. (INTO CENTER OF RAKE JOISTS & ALONG PERIMETER WALL BLOCKING BTWN JOISTS). 3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/ SIMPSON "H2.5A" HURRICANE TIES, TYP. 4. REFER TO SHEET S-300 FOR TYPICAL DETAILS & FRAMING SECTIONS. 5. PROVIDE FULL DEPTH SOLID 2x BLOCKING BETWEEN RAFTERS AT BEARING SUPPORTS, E.G. BEARING WALLS, HEADERS, ETC., TYP LEGEND: M H® 2x BUILT-UP/ENG. WOOD COLUMNSBELOW O WALL BELOW H e -4r., 2x BUILT-UP/ENG. WOOD COLUMNSABOVE ,""--"-'"- WALLABOVE (NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) - - FULL DEPTH SOLID BLOCKING, USE 2x, NAIL EACH END OF BLOCK, TYP. L FRAMING HANGER, SEE KEYNOTES FOR DETAILS'. OVERFRAMED LOW ROOF AREAS W/ 2X8 @ 16" O.C., CONNECT 2x10 ON FLAT ATOP PLYWOOD ROOF SHEATHING OF ROOF BELOW VIA. (2)-4" LONG TIMBERLOK SCREWS TO EACH INTERSECTING MAIN ROOF RAFTER BELOW. CONNECT EACH OVER -FRAMED RAFTER END VIA. 6" LONG TIMBERLOK SCREW TO 2x10 ON FLAT. CENTER SCREWS ON WIDTH OF RAFTER & INSTALL SCREW WHERE MIN. 3" REMAINING RAFTER DEPTH ARE PROVIDED; MUST FULLY EMBED INTO 2x ON FLATI SHEATH OVERFRAMED ROOF AREAS THE SAME AS TYPICAL ROOF SHEATHING, SEE ROOF FRAMING NOTES. ROOF FRAMING PLAN Scale: 1/4"=1'-O" HOLD DOWN ANCHOR NOTES: SIMPSON "DTT2Z" HOLD DOWN, CONNECT VIA. (8) -SD #9 x 2Y2" SCREWS TO 4X4 CORNER POST, AND Y2" DIA. THREADED STEEL ROD (GRADE A36) TO SUPPORTING BEAMS BELOW BY DRILLING VERTICALLY THROUGH LVL MEMBERS AND PROVIDING A 1" DIA. WASHER AND NUT ON THE BOTTOM SIDE OF SUCH MEMBER, TYP. A22 ALL (4) CORNERS. ALL EXTERIOR FRAME WALLS (BELOW) SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., TYP.): SHEAR WALL TYPE "A": SHEATH WALL WITH 1%3=' THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR COMMON RING NAILS (NAIL DIA =0.131"I M 4" D.C. AT ALL PANEL EDGES. AND R" O.C. IN FIELD. KEY NOTES: SIMPSON "LRU28Z" SLOPABLE FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (5)-10d AT RAFTER, TYP. ALL _ COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. SIMPSON "LUS48" FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (4)-10d AT BEAM, TYP. ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y -4l (3)-2x6 BUILT-UP KNEE POSTS, CONNECT VIA. SIMPSON "H2.5A" HURRICANE CLIPS ATTOP AND BOTTOM END TO �l BEAMS ABOVE AND BELOW, TYP. PERMIT SET struMural design & ingenuity inghouse,PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net SEAL: FW - Q O w m 2E Z I U O W F= Q W Q ac� W N LQi1 z CL O TYP. l'J TYP. to .L(2)-2 ' 10 JL C Z"to Z yFjcA 00 TYI DN QFC I6„ OR7 C C SO BL D 2x CKING — F- 'L s",4 9 �' O ti O� TS LU OO MI SPAN3''1TYP. d C ttn SCALE: 3 (2)-1 ' x m AS NOTED DATE: L DESIGNED BY: y DRAWN BY: LV (2.BE) PROJECTM ING19022 5 3 TYP. r J JL `JL JL��f -r ,r 3)-1% Fx 16LVL(2 E)B rTTOM FLUSh BEAT r 2 10 @ YP. 6" O. R5 OLS WE R 16 O A IC JOI TS, FA E LAP AND M 16"0 ,C' HIRE AIIL TC 1,1�L10 W (4)-1 dCO P I \ I i I I RAM, G P N (2)-2x6 LOFT LEVEL FLOOR / LOWER ROOF FRAMING PLAN I Scale: 1/4"=1'-0" LOFT LEVEL FLOOR / LOW ROOF FRAMING NOTES: KEY NOTES: 1. NEW SUBFLOOR SHEATHING SHALL BE: Y," THK. APA RATED, T&G, PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR RING NAILS @ 6" O.C. AT ALL PANEL EDGES AND IN FIELD, TYP., PROVIDE Ed ANNULAR RING NAILS @ 6" O.C. ALONG FLOOR DIAPHRAGM EDGE, PROVIDE CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. 2. ALL LOW ROOF SHEATHING (UNBLOCKED DIAPHRAGM W/ PANEL LONG AXIS PERPENDICULAR TO RAFTERS, STAGGER JOINTS) SHALL BE NEW 5/s" THK. APA RATED SHEATHING, NAILED W/ 8D ANNULAR RING NAILS (DIA. =0.131" X 2.5" LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD. 3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/ SIMPSON "H2.5A" HURRICANE TIES, TYP. 4. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED VIA. 2x STUDS @ 16" O.C., TYP. 5. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS AT ALL BEARING SUPPORTS, WALLS & BEAMS, AND WHERE - SHOWN ON PLAN, TYP. LEGEND: ® HZ 2x BUILT-UP/ENG. WOOD COLUMNSBELOW O WALL BELOW p9ppgg^^ 2x BUILT-UP/ENG. WOOD COLUMNSABOVE ,-----------I WALL ABOVE 4''Jra (NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) FRAMING HANGER, SEE KEYNOTE FOR DETAILS kD N m SIMPSON "LUS28" FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (4)-10d AT JOIST, TYP. ALL COMMON -1 WIRE NAILS (0.148" DIA. x 3 LONG), TYP. SIMPSON "HGUS5.50/10" FACE MOUNT HANGER, NAIL W/ (46)-10d AT FACE, AND (16)-10d AT BEAM, TYP. ALL R -J COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y-rl SIMPSON "HHUS48" FACE MOUNT HANGER, NAIL W/ (22)-10d AT FACE, AND (8)-10d AT BEAM, TYP. ALL COMMON lJ WIRE NAILS (0.148" DIA. x 3 LONG), TYP. !� `� SIMPSON "LU526" FACE MOUNT HANGER, NAIL W/ (4)-10d AT FACE, AND (4)-10d AT JOIST, TYP. ALL COMMON V WIRE NAILS (0.148" DIA. x 3" LONG), TYP. 5'/4" x 5Y," VERSA -LAM 1.8 (2750) POST (BELOW) EXISTING REMAIN, EX1 AS REQ. BY BU MIN. 2x8 HIPS & RAFTERS @ 16" O.C., CONNECT RAFTERS TO HIP VIA. SIMPSON "A35" CLIPS, TYP. SIMPSON "LRU26Z" SLOPABLE FACE MOUNT HANGER, FILL ALL HOLES W/ 8d COMMON WIRE NAILS, TYP. EACH SIDE HIP O !�'' \1 .rERS@115 1 END .,yP NEW CUPOLA FRAMING NOTES: • SEE ARCHITECT FOR EXACT DIMENSIONS & FINISHES. • ALL CUPOLA SIDE WALLS SHALL BE FRAMED VIA. 2x4 STUD WALLS, AND MIN. 2x8 ROOF RAFTERS (HIP ROOF)., EACH AT 16" O.C. • FRAME CUPOLA WALLS DIRECTLY ABOVE SUPPORTING FRAMING MEMBERS, AS SHOWN, • CONNECT CORNER LAP SPLICES OF DBL TOP PLATES VIA (4) HEADLOK SCREWS (BY FASTENMASTER) TO CREATE SQUARE TENSION RING. • ALL RAFTERS & HIPS SHALL BE CONNECTED VIA SIMPSON "H2.SA" HURRICANE TIESTO DBLTOP PLATES. • SHEATH ROOF & WALLS W/s%" THK. PLYWOOD SHEATHING. • NAIL ALL SHEATHING VIA. 8d ANNULAR RING NAILS @ 4" O.C. AT PANEL EDGES AND 4" O.C. IN FIELD. • PROVIDE 44 CORNER POSTS, (4) TYP. • CONNECT EACH CORNER POSTVIA(2)-SIMPSON"DTT2Z" HOLDDOWN AND Y," DIA. THREADED STEEL ROD TO SUPPORTING BEAMS BELOW BY DRILLING VERTICALLY THROUGH LVL MEMBERS AND PROVIDING A 1" DIA. WASHER AND NUT ON THE BOTTOM SIDE OF SUCH MEMBER, TYP. ALL (4) CORNERS. COUPLA FRAMING PLAN & NOTES Scale: 1/4"=1'-0" ROOF FRAMING NOTES: 1. ALL ROOF SHEATHING (UNBLOCKED DIAPHRAGM W/ PANEL LONG AXIS PERPENDICULAR TO RAFTERS, STAGGER JOINTS) SHALL BE NEW 5%" THK. APA RATED SHEATHING, NAILED W/ 8d ANNULAR RING NAILS (DIA. =0.131" x 2.5" LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD. 2. ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING NAILS (NAIL DIA. =0.131" DIA. x 2.5" LONG) @ 3" O.C., TYP. (INTO CENTER OF RAKE JOISTS & ALONG PERIMETER WALL BLOCKING BTWN JOISTS). 3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/ SIMPSON "H2.5A" HURRICANE TIES, TYP. 4. REFER TO SHEET S-300 FOR TYPICAL DETAILS & FRAMING SECTIONS. 5. PROVIDE FULL DEPTH SOLID 2x BLOCKING BETWEEN RAFTERS AT BEARING SUPPORTS, E.G. BEARING WALLS, HEADERS, ETC., TYP LEGEND: M H® 2x BUILT-UP/ENG. WOOD COLUMNSBELOW O WALL BELOW H e -4r., 2x BUILT-UP/ENG. WOOD COLUMNSABOVE ,""--"-'"- WALLABOVE (NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) - - FULL DEPTH SOLID BLOCKING, USE 2x, NAIL EACH END OF BLOCK, TYP. L FRAMING HANGER, SEE KEYNOTES FOR DETAILS'. OVERFRAMED LOW ROOF AREAS W/ 2X8 @ 16" O.C., CONNECT 2x10 ON FLAT ATOP PLYWOOD ROOF SHEATHING OF ROOF BELOW VIA. (2)-4" LONG TIMBERLOK SCREWS TO EACH INTERSECTING MAIN ROOF RAFTER BELOW. CONNECT EACH OVER -FRAMED RAFTER END VIA. 6" LONG TIMBERLOK SCREW TO 2x10 ON FLAT. CENTER SCREWS ON WIDTH OF RAFTER & INSTALL SCREW WHERE MIN. 3" REMAINING RAFTER DEPTH ARE PROVIDED; MUST FULLY EMBED INTO 2x ON FLATI SHEATH OVERFRAMED ROOF AREAS THE SAME AS TYPICAL ROOF SHEATHING, SEE ROOF FRAMING NOTES. ROOF FRAMING PLAN Scale: 1/4"=1'-O" HOLD DOWN ANCHOR NOTES: SIMPSON "DTT2Z" HOLD DOWN, CONNECT VIA. (8) -SD #9 x 2Y2" SCREWS TO 4X4 CORNER POST, AND Y2" DIA. THREADED STEEL ROD (GRADE A36) TO SUPPORTING BEAMS BELOW BY DRILLING VERTICALLY THROUGH LVL MEMBERS AND PROVIDING A 1" DIA. WASHER AND NUT ON THE BOTTOM SIDE OF SUCH MEMBER, TYP. A22 ALL (4) CORNERS. ALL EXTERIOR FRAME WALLS (BELOW) SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., TYP.): SHEAR WALL TYPE "A": SHEATH WALL WITH 1%3=' THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR COMMON RING NAILS (NAIL DIA =0.131"I M 4" D.C. AT ALL PANEL EDGES. AND R" O.C. IN FIELD. KEY NOTES: SIMPSON "LRU28Z" SLOPABLE FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (5)-10d AT RAFTER, TYP. ALL _ COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. SIMPSON "LUS48" FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (4)-10d AT BEAM, TYP. ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y -4l (3)-2x6 BUILT-UP KNEE POSTS, CONNECT VIA. SIMPSON "H2.5A" HURRICANE CLIPS ATTOP AND BOTTOM END TO �l BEAMS ABOVE AND BELOW, TYP. PERMIT SET struMural design & ingenuity inghouse,PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net SEAL: FW - Q O w m 2E Z I U O W F= Q W Q ac� W N LQi1 z S-201 P N O PAGE 3 OF 4 CL O r U to v N Z O_ lii ~ v — F- O 4i ti LU OO F- w d C ttn SCALE: AS NOTED DATE: 09/24/2019 DESIGNED BY: Lf DRAWN BY: Lf PROJECTM ING19022 S-201 P N O PAGE 3 OF 4 .71 L*,11 OFT LEVEL A SECTION @ EXISTING/MASTER CLOSET /INUPPER LEVEL — — — — — --- --- — — — — --- — — —— --- - EL QNtv1AIN.— — — —.— — —. --—— — — — — ——— — — — — — — — — — — — — — — — — BSECTION @ STAIRS _ _ — — — —LOFT LEVEL — — — _ — —UPPER LEVEL — —.—.— —.—.— MAIN LEVEL ESECTION @ BALCONY/ROOF DECK .X FOR 'ING A SECTION @ EXISTING/MASTER CLOSET /INUPPER LEVEL — — — — — --- --- — — — — --- — — —— --- - EL QNtv1AIN.— — — —.— — —. --—— — — — — ——— — — — — — — — — — — — — — — — — BSECTION @ STAIRS _ _ — — — —LOFT LEVEL — — — _ — —UPPER LEVEL — —.—.— —.—.— MAIN LEVEL ESECTION @ BALCONY/ROOF DECK SEE SHEET A.9 FOR DETAILS AND NOTES — — — — — — LOFT LEVEL — — — — _ UPPER LEVELdl'% — — — — — —MAIN LEVEL C SECTION @ GREAT ROOM/MASTER SUITE/LOFT D SECTION @GREAT ROOM/MASTER SUITE architects interior designers builders 400 MAIN STREET CHATHAM MASSACHUSETTS, 02633 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W WW.ERTARCHITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD YAR ^A OUTH,I PROJECT # 190619 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SEP'. REGISTRATION REVISIONS DATE: ISSUED FOR: DATE: SCALE: 1/4"=V-0" 0 1 2 4 x, g UNLESS OTHERWISE NOTED. SHEET N0. -A* 5 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 15# FELT PAPER R-38 SPRAY FOAM INSULATION ARCHITECTURAL ASPHALT SHINGLES _ . — . — ..— . — — - - —578" CDX PLYWOOD 2X10®16"O.C. TYPICAL ROOF NOTES IX SOFFIT 1X FASCIA ALUMINUM SEAMLESS GUTTER 1X FRIEZE /IN_OFT LEVEL — QD HEADER HEIGHT_, — — UPPER LEVEL 1 J HEADER HEIGHT— — . — ,/DRAIN LEVEL — s 00 L E -1X STRAPPING 1/2" GWP BOARD T&G SUBFLOOR, GLUED & NAILED 3/4" FINISH FLOOR 7 EXISTING FOUNDATION AND FIRST FLOOR FRAMING PROVIDE PLATE UPLIFT STIR & HEADER UPLIFT STRAPS AROUND NEW WINDOW OPER AS REQUIRED, TYP. ALL NEW WALLS SHALL BE W/ 4'X8' SHEETS OF 1/2" ORIENTED VERTICALLY PEF & 11 OF THE WFCM XWALL SECTION SEE ENGINEERING DRAWINGS FOR ALL STRUCTURAL INFORMATION. YWALL SECTION SEE ENGINEERING DRAWINGS FOR ALL STRUCTURAL INFORMATION. ALL NEW WALLS SHALL BE SHEATHED — W/ 4'X8' SHEETS OF 1/2" PLYWOOD ORIENTED VERTICALLY PER TABLES 10 — & 11 OF THE WFCM . W.C. SHINGLES R-21 SPRAY FOAM INSULATION 1/2" GWP BOARD TYPICAL WALL NOTES 2X6®16"O.C. ' 1/2- GWP BOARD 1/2" PLYWOOD ' VAPOR BARRIER ' 3'-0" 5X4.5 TS HEADER — — .RING BY OTHERS 3/4" T&G SUBFLOOR, GLUED & NAILED r3/4" FINISH FLOOR — 1X STRAPPING 1/2" GWP BOARD PROVIDE BEAAD BOARD AND RECESSED o LIGHT IN COFFERS, TYP 0 n z o a I I 00 0 00 0 I z 0_ 0 EXISTING FOUNDATION AND FIRST FLOOR FRAMING ZWALL SECTION SEE ENGINEERING DRAWINGS FOR ALL STRUCTURAL INFORMATION. archi =- is r f0df S" y architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W.ERTARCHITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD WEST YARMMOUTH, IPROJECT # 190619 c 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPER' OF ERT ARCHITECTS, INC. NO PART THEREOF SHALT BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATIC FOR ANY PERMISSION PURPOSE, xFIRM ERT INCEPT WITH SPECIFIC C. ONOF THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REVISIONS DATE: REVISION I I ISSUED FOR: DATE: SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.6 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 1X3 TRIP 1X8 TRIP 1X8 FAQ SEAMLE GUTTER 1X8 SO 1 X5,1 X6 W.C. SF ALL NEW TRIM TO MATCH EXISTING. TYPICAL EAVE MATCH EXISTING SCALE 1-1/2" = 1'-0" ASPHALT RID( ROLL VENT RIDGE BOARD (STRUCTURAL MAY VARY) ASPHALT RO( 15# FELT PAI 5/8" CDX PL RAFTER VEN1 2x10 RAFTER RIDGE VENT DETAIL 7 SCALE 1-1/2" = 1'-0" 3/8" WEB STIFFENER ONE SIDE (4_) /3/4C GIA.40�TS PLATE WPP A325 S33 OP WELD 3 16 FILLET ALL AROUND P. STEEL BEAM SIZES VARY )LT TOP PLATE TO FLANGE 201/2" DIAM. A325 BOLTS EACH SIDE. WELD COLUMN TO TOP LATE AND PLATE TO BEAM TS COL. 8 TYP. BEAM TO COL. CONNECTION SCALE 1-1/2"- 1'-0" ASPHALT ROOF SHINGLES 15# FELT PAPER 5/8" CDX PLYWOOD — 2x10 RAFTERS SIMPSON H2.5 RAFTER TIE®16"O.C. 1X4 FASCI 1X8 FASCI 1X8 SOFFIT 1X10 FRIEZE BIRD. 1X STRAPPING ® 16"O.C= 1/2" GWP. BOARD CEILING WALL NOTES R-38 FBGLS INSULATION — (PITCHES VARY) 12 5 1/2� 2X8@16"O.C. CEILING 4 EAVE CONSTRUCTION DETAIL MATCH EXISTING SCALE 1-1/2" = 1'-0" FINISH FLOOR 3/4" T&G SUBFLOOR GLLUED & NAILED — BEAM SIZES VARY PAD BEAM HOLD JOISTS 1/4" ABOV OF STEEL. ALL IN NO SU SEAMS W/IN 24" OF BE) BLOCKING PER MANUFACTURER'S INSTALLATION SPECS. — FACE MOUNT HANGER BOLT 2X PADDING THROUGH STEEL BEAM W1 1/2" DIAM A325 BOLTS ® 2'-0' O.C. HORIZ. STAGGERED TOP & BOTTOM STRAPPING 1/2" GWB 5 ,JOIST TO STEEL CONNECTION SCALE 1-1/2" = 1'-0" RAILING SYSTEM SYNTHETIC DECKING I I EPDM ADHERED MEMBRANE I I (CARRY DOWN FACE) I I I I 2X SLEEPERS 0 16" O.C. COUNTER FLASHING I ( 3/4" CDX PLYWOOD I MEMBRANE BOOT 8" UP POSTM=� I 1X4 TRIM I I ALUMINUM DRIP EDGE HOOK STRIP TJ 1 1 ALUMINUM GUTTER -- I .. I 1X10 TRIM 1X STRAPPING 1 /2" GWB V DETAIL @ ROOF DECK EDGE/LIVING RM. SCALE 1-1/2" = 1'-0" ASPF 1X4 1X10 BLOC TYP TYP. RAKE DETAIL MATCH EXISTING SCALE 1-1/2" - 1'-0" SIDING (SEE ELV "TYVEK" HOUSEV 1/2" CDX PLYW( 2X6 @ 16" O.C. R-21 FBGL.S INS 2 MIL. POLY VAI 1/2" GYP. BOAF 2 TYPICAL EXTERIOR WALL DETAIL SCALE 1-1/2" - V-0" Use every other nail hole in a row to provide the code—required minimum center—to—center spacing for nails Provide minimum 2" end distance 8 Equal number of specified nails CUT LENGTH END LENGTH CLEAR SPAN END LENGTH In each end I Simpson Strong—Tie CS Coiled Strap 3 TYPICAL FLOOR TO FLOOR TIE arch U4 architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel [508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW. ERTARCH ITECTS.COM HASAPIDISI RESIDENCE 24 SCALLOP ROAD WEST AR MOH UT, PROJECT # 190619 c 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REVISIONS DATE: R (ISSUED FOR: DATE: SCALE: 1/4"=1'-0" i;; 77777n 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A 7 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS TimberStrand LSL RIM BOARD For information on lateral load capacities refer to current TimberStrand LSL rim board literature 13/4" lblicrollam LVL may also be used as .rim board TYPICAL DETAIL ®EXTERIOR WALLS Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with 10-10d (3') box nails, clinched when possible. Filler block: Nail with 10-10d (3") box nails, clinched when possible. Use 10-16d (3 1/2") box nails from each side with TJI Pro 550 Joists. * With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL ® INTERSECTION OF DOUBLE MEMBERS Microllam LVL, Parallam PSL flange ger :e mount Iger Web stiffeners are required if the sides of the hanger do not laterally support the TJI Joist top flange and per current Trus Joist MacMillan literature TYPICAL DETAIL OF FLUSH FRAME AT MICROLLAM Load bearing or shear wall above (must stack over wall below) <ing panel W Web stiffeners required each side at B1VV TYPICAL DETAIL ® LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2 PIECES D-4" 2 ROWS OF 16D NAILS O 12" O.C. 2. 3 PIECES 4 PIECES 2 PIECES 4' 2 ROWS OF 1/2" DIAM BOLTS O 12" O.C. 2 ROWS OF 1/2' DIAM BOLTS O 12' O.C. MULTI 3 1/2" BEAMS TYPICAL GREAT ROOM COFFER TABLE 9. WALL OPENINGS — HEADERS IN LOADBEARING WALLS & NON—LOADBEARING WALLS HEADER SPAN (FT.) MINIMUM HEADER SIZE REQUIREMENTS AT EACH END OF HEADER , NUMBER OF FULL—HEIGHT STUDS UPLIFT (LB.) LATERAL (LB.) HEADERS IN LOADBEARING WALLS 2 2-2X4 1 277 132 3 2-2X4 2 416 198 4 2-2X4 2 554 264 5 2-2X4 3 693 330 6 2-2X6 3 831 396 7 2-2X8 3 970 462 8 2-2X12 3 1,108 528 9 3-2X10 3 1,247 594 10 3-2X12 4 1,385 660 11 4-2X10 1 4 1,524 726 HEADERS IN NON-LOADBEARING WALLS AND WINDOW SILL PLATESI 2 1-2X4 (FLAT) 1 60 132 3 1-2X4 (FLAT) 2 90 198 4 1-2X4 (FLAT) 2 120 264 5 1-2X4 (FLAT) 3 150 330 6 1-2X6(FLAT) 3 180 396 7 1-2X6 (FLAT) 3 210 462 8 1-2X6 (FLAT) 3 240 528 9 2-2X6 (FLAT) 3 270 594 10 2-2X6 (FLAT) 1 4 300 660 11 2-2X6 (FLAT) 1 4 330 726 12 2-2X6 (FLAT) 1 5 360 792 1 FOR NON—LOADING BEARING WALLS AND WINDOW SILL PLATES, 2 ROWS OF 1/2- DIAM BOLTS O 12' D.C. 2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) * TABLE TAKEN FROM— AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURES WIND ZONE, TABLE 9. WALL OPENINGS — HEADERS IN LOADBEARING WALLS & NON—LOADINGBEARING WALLS TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES * TABLE TAKEN FROM— AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES TABLE 6. TOP PLATE SPLICE BUILDINGDIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.) WALL HEIGHT (FT.) STUD SPACING UPLIFT (LB,) 8 1 10 1 12 1 14 1 16 18 20 PLATE-TO—STUD — NO. OF 16D COMMON NAILS — (ENDNAILED) 12" O.0 127 2 2 2 1 2 1 2 1 2 1 2 16" O.0 169 2 2 2 1 2 1 2 1 2 2 24" O.0 253 2 2 2 1 3 1 3 1 3 4 * TABLE TAKEN FROM— AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES TABLE 6. TOP PLATE SPLICE BUILDINGDIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.) SPLICE LENGTH (FT.) 12 1 16 1 20 1 24 1 28 1 32 1 36 1 40 1 50 1 60 1 70 1 80 NUMBER OF 16D COMMON NAILS PER EACH SIDE OF SPLICE 2 4 6 8 8 NP NP NP NP NP NP NP NP 4 4 6 7 8 10 12 14 16 NP NP NP NP 6 4 6 7 8 10 12 14 16 20 24 NP NP 8 4 6 7 8 10 12 14 16 20 124 28 32 NP= NOT PERMITTED * TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 6. TOP PLATE SPLICE TYPICAL WALL/CEILING INTERSECTION TYPICAL 5.25" SPEED BASE TYPICAL 3.5" STAFFORD CASING 1X4 1X4 ROOF DECK RAILING BLOW UP BED MOULDING 1X5 1.5" AZEK TOP RAIL 1X ON FLAT AZEK BALLUSTERS WC SHINGLES archi - - ll fie aoeff 46,5'i�"el- architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W. ERTARC H ITECTS.CO M HASAPIDIS RESIDENCE 24 SCALLOP ROAD PROJECT # 190619 C 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED NTH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SEP'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.8 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS FINISH DECKING METAL FRAMING HANGERS 2X6 PT DECK JOISTS HUNG FROM CANTILEVERED STEEL SECOND FLOOR STEEL PROJECTS THROUGH WALL, WRAPPED IN 1X PVC ON 2X PT FRAMING W6X15 WELDED TO TS HEADER PER ENGINEERING NOTES HSS12X4.5 TS FLUSH HEADER IN -FILL LEDGER. STOP FLOOR JOISTS INBOARD POST/HEADER WHERE APPLICABLE ALL VOIDS FILLED W/ jSPRAY FOAM INSULATION DECK JOISTS SPANNING 3TWEEN PROHECTING STEEL &W LAPPED ON TO SILL @ DOORS & WINDOWS TYVEK LINE OF I&W BELOW LC FLASHING ENTIRE LENGTH OF BOXING TO STEEL, FLASHED OVER I&W VYCOR, AND OVERLAPPING LC & I&W STEEL PROJECTS THROUGH WALL, WRAPPED IN 1X PVC PVC SOFFIT 5. FLASHING & BEAM BOX FLOOR SHEATHING a—HSS12X4.5 TS FLUSH HEADER 2X BLOCKING W/ FOAM INSULATION IN ALL VOIDS W6X15 CANTILEVERED STEEL WELDED TO HEADER PER ENGINEERING NOTES 1. FRAMING & INSULATION 2. SHEATHING & MASTIC VYCOR LAPPED ON TO SILL IERE WINDOW OR DOOR OCCURS EEL PROJECTS THROUGH WALL ALL SHEATHING " VYCOR LAPPED 6" ON TO EEL ALL 4 SIDES COND LAYER OF VYCOR TO OVERLAP JD SEAL ALL JOINTS 3. VYCOR ICE & WATER LAPPED ON TO SILL -- WHERE WINDOW OR DOOR OCCURS a --WALL SHEATHING ICE & WATER OVERLAPS VYCOR BY 6" LINE OF VYCOR BELOW ICE & WATER STEEL PROJECTS THROUGH WALL 4. ICE & WATER arch is architects inferior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W. ERTAR C H ITECTS. CO M HASAPIDIS RESIDENCE 24 SCALLOP' ROAD WEST YAR MOUTH, PROJECT # @2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT NTH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. ; THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SEP'. REGISTRATION REVISIONS DATE: R I I ISSUED FOR: DATE: SCALE: 1/4"=1'-0" rte_ r*•�* 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET N0. A.9 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS CUSTOM CL CONTINUOU ASPHALT F EAVE/SOFT LEVEI AZEK RAIL 2" HISTOR PPER LE TRANSOM 1X5/1X6 WC SHINGI 1X4 DOOR eAIN— LEVE cul/ -- FRONT ELEVATION ALL NEW DOORS, WINDOWS, AND TRANSOMS '',ALL BE ANDERSEN A SERIES W/ 1AIU17C VIAIVI rl Afl C-VTCGlnac ekAn PRFFINISHFrT INTFMRS_ LEFT ELEVATION ALL NEW DOORS, WINDOWS, AND TRANSOMS SHALL BE ANDERSEN A SERIES W/ WHITE VINYL CLAD EXTERIORS AMD PREFINISHED INTERIORS. ALL EXTERIOR TRIM MEMBER SIZES AND DETAILS SHALL MATCH EXISTING ALL TRANSOMS ARE 14" HIGH. COORDINATE WITH WIUTH DOOR/WINDOW BELOW 7 CUPOLA ,X HEIGHT J) EXISTING DGE VENT SHINGLES )FT LEVEL IDOW TRIM G SYSTEM AZEK SILL 'ERLEVEL TRANSOM R BOARDS SHINGLES )F EXISTING M RENEWAL DOWS HERE MAIN LEVEL archl =` t5 PA �1061114ezl�p w architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W.ERTARCHITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD WEST YAR MOUTH, IPROJECT # 190619 2019 ERT ARCHITECTS, INC.THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: SCALE: 11/4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.3 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS CUSTOM ( tINMAX HEIGI 1X4/1 X8 1X4 DOOR 2" HISTOP CONTINUO ASPHALT LOFT LEVE EAVE/SOF 1X5/1X6 I WC SHING LSF (A {. L V(1 I 1 N I 4 IALLLN U' I,UUNILK IVY KUIVJ IN IU `L�i\ {� ` Y /-9 V SII I . CONTRACTOR TO MORUNATF MAIN LEVE RIGHT ELEVATION ALL NEW DOORS, WINDOWS, AND TRANSOMS SHALL BE ANDERSEN A SERIES W/ WHITE VINYL CLAD EXTERIORS AMD PREFINISHED INTERIORS. ALL EXTERIOR TRIM MEMBER SIZES AND DETAILS SHALL MATCH EXISTING ALL TRANSOMS ARE 14 HIGH. COORDINATE WITH WIUTH DOOR/WINDOW BELOW I I A CUPOLA \X HEIGHT 5 DGE VENT SHINGLES )FT LEVEL DOW TRIM G SYSTEM AZEK SILL 'ER LEVEL TRANSOM R BOARDS SHINGLES ., .J archi = is 6 fe umff S' cel architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W. E RTAR C H ITEC TS. C O M HASAPIDIS RESIDENCE 24 SCALLOP ROAD WEST YAR MOUTH, PROJECT # 190619 C 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED do SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE do MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.4 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS . m. arch'L is a fn. W,-ff architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W WW.ERTARCHITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD WEST YA R MMO U TH , PROJECT # 190619 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE do MARKED AS "PERMIT SET' OR "CONSTRUCTION SET". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. EX.1 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS arch_= is architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W.ERTARCHITECTS.COM 24 SCALLOP ROAD WEST YARMOUTH, PROJECT # 190619 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT SCALE: 1/4"=V-0" !A 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. EX.2 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS REAR ELEVATION RIGHT ELEVATION archA is qn W»ff,���w� architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 iel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW. ERTARCHITECTS.COM HASAPIDIS RESIDENCE 24 SCALLOP ROAD WEST YAR MOUTH, PROJECT # 190619 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC, THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED do SIGNED MATH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE do MARKED AS "PERMIT SET' OR "CONSTRUCTION SEP'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1/4"=1'-0" 9 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. EX.3 TOTAL NUMBER OF SHEETS IN SET: 16 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS GENERAL NOTES 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS OF THE OWNER, INCLUDING THE FOLLOWING GOVERNING STANDARDS: A. THE MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION (RESIDENTIAL BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS) BASED ON IRC2015 W/ MASSACHUSETTS AMENDMENTS, AND ALL OTHER AGENCIES HAVING JURISDICTION. B. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), LATEST EDITION. C. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ANSI/AISC 360 (LATEST BUILDING CODE REFERENCED EDITION). 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 3. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 6. OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED. THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. 7. FOUNDATIONS, FIRST FLOOR AND ROOF DECK FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: A. GRAVITY LOADS: -SNOW (Pg): 30 PSF, (PF): 25 PSF - EXTERIOR DECK LIVE LOAD: 40 PSF - BEDROOMS: 30PSF -OTHER ROOMS: 40PSF B. WIND LOAD (PER MASS. BUILDING CODE AND ASCE-15): - WIND SPEED V ult.= 140 MPH; -EXPOSURE"C" 8. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECTTHE STRUCTURAL DESIGN. 9. ALL ITEMS NOT SHOWN ON THESE PLANS, E.G. SELECTION OF ROOFING SYSTEMS & VENDOR, FINISH & CLADDING MATERIAL SELECTIONS, WINDOW & DOOR TYPE SELECTIONS, INSULATION SYSTEM, DRAINAGE AND AIR BARRIER SYSTEMS, ETC. SHALL BE SELECTED BY THE CONTRACTOR (AND/OR ARCHITECT) AND CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT STATE BUILDING CODE AND STATE LAW REQUIREMENTS. FOUNDATION NOTES 1. ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL, HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT. ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF ROLLED EXISTING GRANULAR FILL. 2. SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION, LOAM, AND ORGANIC MATERIAL. ALL SILT, FILL, TOPSOIL, AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND SLAB -ON -GRADE LOCATIONS. SPECIFIED STRUCTURAL, COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. 3. IF BEARING MATERIALS (OTHER THAN THOSE DESCRIBED ABOVE) WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED, THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. 4. DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE IST FLOOR FRAMING & FLOOR SHEATHING. FDN WALLS DO NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTILTHE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. 5. ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL. COMPACTED TO 95% MODIFIED PROCTOR DENSITY, AFTER REMOVAL OF UNSUITABLE MATERIALS. BACKFILL UNDER ANY PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6" TO 8" LIFTS OF 95% MODIFIED PROCTOR DENSITY. 6. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. CONTACT THE E.O.R. PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL CONDITIONS, OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. 7. NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND. SUCH FOUNDATIONS OR SLABS PLACED IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR CONTRACT TIME EXTENSION. 8. ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE, THE CONTRACTOR SHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING, AS NECESSARY, TO ENSURE FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. 9. THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT, OR WAVE ACTION. 10. STRUCTURAL FILL: IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS, AND 8 INCHES FOR VIBRATORY PLATE COMPACTORS. STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING -BEARING (1H:1V) ZONE AND BELOW ALL SLABS. SIEVE SIZE STRUCTURAL FILL* (PERCENT PASSING BY WEIGHT) 8" 100 3" 70-100 3/4" 45-95 NO. 4 30-90 NO. 10 25-80 NO. 40 10-50 NO. 200 0-12 *NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. 11. CRUSHED STONE SHALL BE W ANGULAR, WASHED STONE (NO FINES) OF LIMESTONE OR GRANITE QUARRY, COMPACTED TO ACHIEVE AN EQUIVALENT OF 95% MODIFIED PROCTOR DENSITY COMPACTION. CONCRETE NOTES 1. CONCRETE MIXTURE, FORM -WORK, DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST EDITION), UNLESS OTHERWISE NOTED. 2. CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE SHALL BE AIR -ENTRAINED PER ACI RECOMMENDATIONS. CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 DAYS, WHEN TESTED IN ACCORDANCE WITH ACI 318 -LATEST EDITION, SHALL BE AS FOLLOWS: ALL CONCRETE WORK - 3,000 PSI. 3. THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS, FOOTINGS, PIERS, ETC., SHALL BE 4". THE MAXIMUM CONCRETE SLUMP FOR SLABS SHALL BE 3". EXCEPT FOR NON -EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS. ALL CONCRETE SHALL BE AIR ENTRAINED TO 5% (+/- 1%). 4. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. 5. NO SLAB -ON -GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR FLOODING. 6. ALL GROUT SHALL BE NON -SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. THE MAXIMUM APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE 1%". 7. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40. RUSTED BARS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. 8. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS, LATEST EDITIONS. 9. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: BOTTOM OF FOOTINGS 3" FORMED SIDES OF FOOTINGS 2" FOUNDATION WALLS 1%2" SLAB ON GRADE 2" BELOW TOP SURFACE 10. COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN. ALL COLUMN ANCHOR BOLTS SHALL BE SET BY TEMPLATE. 11. ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. 12. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI. UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. 13. ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES, AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. 14. ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116. SITE MIXING IS NOT ALLOWED. 15. CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDED. REINFORCING SUPPORTS SHALL BE OF PROPER HEIGHT, LENGTH, SPACING, SIZE AND MATERIAL TYPE; IN NO CASE SHALL BRICK, WOOD, OR OTHER NON -CONFORMING REINFORCING STEEL SUPPORTS BE USED. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS: ASTM A36 ALL ANGLES, CHANNELS, PLATES AND MISC. FRAMING MEMBERS, UNLESS OTHERWISE NOTED, (MINIMUM YIELD STRENGTH FY=36,000 PSI). ASTM A572 OR A992 ALL W -SHAPE BEAMS (MINIMUM YIELD STRENGTH FY=50,000 PSI). ASTM A307 GR."A" ALL ANCHOR BOLTS, LAG SCREWS UNLESS NOTED OTHERWISE. ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. ASTM A500 GR."B" ALL HSS TUBE STEEL COLUMNS (MINIMUM YIELD STRENGTH FY=46,000 PSI). ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. 2. GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON -SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS. UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM APPLICATION THICKNESS OF THE GROUT SHALL BE 11/2 INCHES. 3. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 4. ALL WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY (A.W.S.). ALL SHOP AND FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS. 5. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233 (CLASS 70). ALL WELDS NOT SHOWN SHALL BE AWS MINIMUM. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. 6. SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED. 7. DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY, TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF CONNECTIONS, STEEL FRAMES, SHEAR WALLS AND FLOORS. 8. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE LATERAL LOAD RESISTING ELEMENTS IN THE BUILDING. THE STABILITY OF THE FRAME DURING ERECTION IS THE CONTRACTOR'S RESPONSIBILITY. 9. ALL STEEL SHALL RECEIVE SHOP APPLIED PRIMER PAINT. TOUCH UP ALL WELDS, SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION. 10. TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED. 11. GENERAL CONTRACTOR SHALL SUBMIT FULL SET OF STEEL SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW AND WRITTEN APPROVAL PRIOR TO STEEL FABRICATION. WOOD FRAMING NOTES 1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%.2. 2. PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 3. ALL CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL. 4. THE FRAMING LUMBER (NON -EXPOSED) SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: DIMENSIONAL LUMBER -FLOOR JOISTS & BEAMS: #2 SPRUCE PINE FIR: FB = 875 PSI, E = 1.4E6 PSI -STUDS: #2 SPRUCE PINE FIR: FC = 1150 PSI, E = 1.4E6 PSI 4.13 EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE, GRADE NO. 2 OR BETTER AND PRESSURE TREATED. ALL SPECIFIED WOLMANIZED PSL SHALL BE BY WEYERHAUESER "PARALLAM PLUS PSL BEAMS", SERVICE LEVEL SL -2, E-MOD=1.34x10^6 PSI, Fb=1,827 PSI, Fv=197PSI. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS IN HANDLING AND CONSTRUCTION. 5. ALL LAMINATED VENEER LUMBER (LVL, 2.OE) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 3,100 PSI. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FC) PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 2,000,000 PSI. INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (AFPA), THE TIMBER CONSTRUCTION MANUAL (AITC). 7. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. NOTE: USE STAINLESS NAILS FOR STAINLESS HANGERS & CONNECTORS, TYP. 8. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS EACH SIDE AT 4" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER. NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. 9. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. structural design & ingenuity inghouse,PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: wwwAnghouse.net SEAL: z 0 TEMPORARY JACKING AND SHORING NOTES 1. THE CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL SUPPORT OR SHORING, AS REQUIRED, TO INSTALL NEW W 0 FRAMING WORK AS SHOWN ON THE DRAWINGS. z 2. THE CONTRACTOR MUST PROVIDE ADEQUATE LATERAL BRACING. ALL SHORES (IF NEEDED) MUST BE CARRIED DOWN TO FIRM BEARING MATERIAL AND THE LOAD MUST BE ADEQUATELY SPREAD OUT ON THE EXISTING SOIL. 3. NEW STRUCTURAL BEAMS AND JOISTS SHALL BE PLACED IN SUCH A MANNER TO TRANSFER ALL EXISTING LOADS TO THE FOUNDATIONS. TEMPORARY JACKING AND SHORING OF THE EXISTING STRUCTURE MAY BE REQUIRED TO RELIEVE ALL EXISTING APPLIED LOADS UNTIL NEW CONNECTIONS HAVE BEEN COMPLETELY PLACED AND SECURED. JACKS MAY NOT BE RELIEVED, w z NOR SHORES REMOVED, UNTIL ALL NEW CONSTRUCTION WORK IS COMPLETE, THEREBY TRANSFERRING APPLIED LOADS TO U O NEW STRUCTURAL ELEMENTS. L p 4. DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY � Q TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF CONNECTIONS. Ln TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE LATERAL LOAD p 0 RESISTING ELEMENTS IN THE STRUCTURE. THE STABILITY OF THE FRAME DURING ERECTION IS THE CONTRACTORS ri = RESPONSIBILITY. cQn Z PERMIT SET MEN; DATE: DESIGNED BY: DRAWN BY: PROJECTk: AS NOTED U ING19022 S-100 P 0 0 r PAGE I OF 4 I T 3 x = ----------- ---------------------- --------------------��---------- 3 , 9 II 1 „ RR� _________ffil________________ , I , i I L_____-f8fi______M ---------- AL_________1L---- _____.i°23.______�. F 1 HSS 3Y,"x3%"x�STEEL COLUMNS ; CONTINUOUS FROM 2ND FLOOR TO , BASEMENT FLOOR, PROVIDE LATERAL DRILL AND EPDXY (2)-5/8"DIA . �� I ' SUPPORT VIA. BLOCKING AT 1ST FLOOR ANCHOR RODS TO W/ 8" ' FRAMING LEVEL TO ALL SIDES AROUND EMBEDMENT DEPTH INTO I COL., TYP EXISTING CONC. FDN WALL , ATTACH SILL PLATE EQUALLY ; SPACED AT LENGTH OF DBL ; ' SHEAR WALL SEGMENT ABOVE, TYP. I I , I II I 11 I I 1 I I I._ -_ .. ------------ ., UP 1 I 4'-0" NE I BASEMENT GENERAL CONTRACTOR TO VERIFY FOOTING F,I-LS SUFFICIENT SIZE OF EXISTING CHIMNEY TANG c�' FOOTING AND OBTAIN APPROVAL IN NEW 12" THICK CONCRETE FOOTING, CUT 16TR0 WRITINGRD FOR COLUMN EARING LOAD OF 102,000LB INTO EXISTING SLAB ONO GRADE, ORFgq REINFORCE W/ #5 BARS @ 8" O.C. EACH WAY, 3" UP FROM BOTTOM, TYP. NGTO ; ReMgIN ; ; ryp I 3 i s � i --------------------------- - ----------------------- PARTIAL 1ST FLOOR FRAMING PLAN Scale: 1/4"=1'-0" SHEAR WALL HOLD DOWNS: ------------------------------- DRILL AND EPDXY (2)-5/8" DIA. ANCHOR RODS TO W/8" EMBEDMENT DEPTH INTO EXISTING CONC. FEIN WALL ATTACH SILL PLATE EQUALLY SPACED AT LENGTH OF DBL SHEAR WALL SEGMENT ABOVE, TYP. SIMPSON "HDU5-SDS2.5" HOLD DOWN W/5/" DIA. ANCHOR RODS, DRILL AND EPDXY WITH 12" EMBEDMENT DEPTH INTO CONCRETE FOUNDATION WALL, USE HILTI HY200, OR SIMPSON "SET -XP" ADHESIVES. v _ ----1—{—��--i HD-1 OVEr FRAME NE CR=C ET FOR bRAZGE AT P EXISTING ROOF I I I 4'-9"± RENAIL HSSKNEECOLAS NEW SHEAR WALL SEGMENT EXISTIFR HSS COL (2) EXISTING BEAM BELOW 3 2 �. ,' !D TFUELWIUFH OF EXISTINGm LIVING ROOM) ¢ 4'-9"± RENAIL OCKIN AS NEW SHEAR VERIFY IN FIELD EXISTING WALL SEGMENT HEADER IS MIN.: P.T. 2x6 @ 12" ~~I (2)-1%"x 11%e' LVL(2.OE) GENERAL CONTRACTOR SHALL CONFIRM ftmn WITH ENGINEER OF RECORD, THAT THE w i SHOWN FRAMING (AND OVERFRAMING) (p7 I O tea, w, IS EXISTING AS SHOWN, AND OBTAIN FINAL CONNECTION VERIFICATIONS IN WRITING TO NEW ADDITION FRAMIN v ----1—{—��--i HD-1 OVEr FRAME NE CR=C ET FOR bRAZGE AT P EXISTING ROOF I I I 4'-9"± RENAIL HSSKNEECOLAS NEW SHEAR WALL SEGMENT EXISTIFR HSS COL (2) EXISTING BEAM BELOW 3 2 �. ,' !D TFUELWIUFH OF EXISTINGm LIVING ROOM) ¢ ROD HANGER SUPPORTING THIS FLOOR, HUNG ON HEADER ABOVE 2ND STORY, SEE KEYNOTE FOR DTLs fr9l'z� (3)4%" X 7Y," LVL(2.01 TYP. _F—r I T T W8*40 YZ 2ND FLOOR FRAMING PLAN (NEW ADDITION Scale: 1/4"=1'-0" 2ND FLOOR: KEY NOTES: 1. N EW SU BFLOOR SHEATH I NG SHALL BE: y"THK. APA RATED,T&G, PLYWOOD SH EATH I NG, NAIL W/ Ed AN N U LAR RI NG NAILS @ 6" O.C. AT ALL PANEL EDGES AND IN FIELD, TYP., PROVIDE 8d ANNULAR RING NAILS @ 6" O.C. ALONG FLOOR DIAPHRAGM EDGE, PROVIDE CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. 2. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/SIMPSON "H2.5A" HURRICANE TIES, TYP. 3. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED VIA. 2x STUDS @ 16" O.C., TYP. 4. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS AT ALL BEARING SUPPORTS, WALLS & BEAMS, AND WHERE SHOWN ON PLAN, TYP. 5. ALL FLUSH FRAMED STEEL BEAMS SHALL BE CONSTRUCTED W/ FULL WEB BLOCKING (P.T. ON EXTERIOR) AND BOLTED VIA. Y2" DIA. ASTM A307, GR."A" AT 16" O.C., STAGGERED, TYP. (USE H.D.G. BOLTS FOR EXTERIOR MEMBERS, TYP.) LEGEND: gg NZ 2x BUILT-UP/ENG. WOOD COLUMNSBELOW O WALL BELOW °sg ",°,r„ 2x BUILT-UP/ENG. WOOD COLUMNS ABOVE ------------- WALLABOVE (NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) FRAMING HANGER, SEE KEYNOTE FOR DETAILS R=xxk END REACTION AT STEEL (IN KIPS), PROVIDE SHEAR CONNECTION WITH MIN. CAPACITY SHOWN VERAL SHEAR WALL ALL EXTERIOR FRAME WALLS & INTERIOR WALLS WHERE NOTED SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., NP.): SHEAR WALL TYPE "A": SHEATH WALL WITH r%z' THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8 ANNULAR COMMON RING NAILS (NAIL DIA: 0.131"1 0) 4" O.C. AT ALL PANEL EDGES. AND R" O.C. IN SOLID B1 OCKIN L = EXISTING CHIMNEY TO ?D REMAIN P.T. 2x6 @ 12" �Sl 10K�r 2 i PAN f m w i L (p7 I O tea, w, t v , N X HD-1 W6 x 20 I , I I I , ' r � , I s rrPJ I L HANGERS, FILL I I N = HD-1 ALL HOLES W/ • (3)-1%" X 9Y," LVL(2.01) 2 Li 2 7 71__Iv HSS L4x4x , STL ANGLE HSS o 0 PROTECTIVE HD-1 in PAINT COATING SYSTEM FOR w N STEEL COL WELDED TO HSS COL. COL SEAT CONNECTION FOR ADJACENT HEADER ROD HANGER SUPPORTING THIS FLOOR, HUNG ON HEADER ABOVE 2ND STORY, SEE KEYNOTE FOR DTLs fr9l'z� (3)4%" X 7Y," LVL(2.01 TYP. _F—r I T T W8*40 YZ 2ND FLOOR FRAMING PLAN (NEW ADDITION Scale: 1/4"=1'-0" 2ND FLOOR: KEY NOTES: 1. N EW SU BFLOOR SHEATH I NG SHALL BE: y"THK. APA RATED,T&G, PLYWOOD SH EATH I NG, NAIL W/ Ed AN N U LAR RI NG NAILS @ 6" O.C. AT ALL PANEL EDGES AND IN FIELD, TYP., PROVIDE 8d ANNULAR RING NAILS @ 6" O.C. ALONG FLOOR DIAPHRAGM EDGE, PROVIDE CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. 2. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/SIMPSON "H2.5A" HURRICANE TIES, TYP. 3. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED VIA. 2x STUDS @ 16" O.C., TYP. 4. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS AT ALL BEARING SUPPORTS, WALLS & BEAMS, AND WHERE SHOWN ON PLAN, TYP. 5. ALL FLUSH FRAMED STEEL BEAMS SHALL BE CONSTRUCTED W/ FULL WEB BLOCKING (P.T. ON EXTERIOR) AND BOLTED VIA. Y2" DIA. ASTM A307, GR."A" AT 16" O.C., STAGGERED, TYP. (USE H.D.G. BOLTS FOR EXTERIOR MEMBERS, TYP.) LEGEND: gg NZ 2x BUILT-UP/ENG. WOOD COLUMNSBELOW O WALL BELOW °sg ",°,r„ 2x BUILT-UP/ENG. WOOD COLUMNS ABOVE ------------- WALLABOVE (NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) FRAMING HANGER, SEE KEYNOTE FOR DETAILS R=xxk END REACTION AT STEEL (IN KIPS), PROVIDE SHEAR CONNECTION WITH MIN. CAPACITY SHOWN VERAL SHEAR WALL ALL EXTERIOR FRAME WALLS & INTERIOR WALLS WHERE NOTED SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., NP.): SHEAR WALL TYPE "A": SHEATH WALL WITH r%z' THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8 ANNULAR COMMON RING NAILS (NAIL DIA: 0.131"1 0) 4" O.C. AT ALL PANEL EDGES. AND R" O.C. IN SOLID B1 OCKIN 5 \z/ P.T. 2x6 @ 12" A MID PAN W O 3'-0" O.C. W/ SIMPSON "LUS26" FACE Q HD-1 W6 x 20 MOUNT Q bw w I- AROUND, Cc:ILLJ HANGERS, FILL N = ALL HOLES W/ o a CORROSION 3 )ER(6'DIM. Li ERTI 71__Iv H.D.G. lOD o 0 PROTECTIVE HD-1 in PAINT COATING SYSTEM FOR w N STEEL NAILS,TYP. NOTE: TYP Q aINSTALL z cz C DECKING OUTRIGGERS, I a' PARALELL TO J W BUILDING, ATOP _____ ---- ------ w N BLOCKING OR 20 I J` JL �'w ` 6x2 ' q b FLAT CONNECTED FLA CONNECTED Q TO EACH DECK J LL Q = JOIST, TYP. a w z� N O N w ^ a O x — — V v %" DIA. STL kOD HANGER (MIN. A36 GRADE) W/THREADED ENDS, CONNECT BOTTOM END BY DRILLING %" DIA. HOLE THROUGH CENTER OF (3) -PLY LVL BEAMS ABOVE AND BELOW, AND PROVIDE 5"x5"x %" STEEL BEARING PLATE WASHERS & NUTS, PROVIDE (4) NAIL HOLES IN PLATE WASHERS TO SECURE AGAINST ROTATION & NAIL W/ (4)-8D NAILS TO LVL MEMBERS, TYP. SECURE THREADED ROD VIA. FIELD WELDING FROM ACCIDENTAL DISCONNECTION TO NUT, TYP. HSS 3�5"x3y"x1 COLUMN WITH WELDED ON STEEL CAP AND END PLATES, ALL COLUMNS SHALL BE DRILL& EPDXY FASTENED TO CONCRETE FOUNDATION ELEMENTS, TYP. VIA. (4)-5/8" DIA. BOLTS W/ MIN. 8" EMBEDMENT DEPTH. V 5Y4"x 5/4" VERSA -LAM 1.8 (2750) POST (BELOW), WHERE POST SUPPORTS STEEL BEAM CONNECT VIA. 3" WIDE x 12" LONG Y4" THICK STEEL STRAP WITH (3)-5/8" DIA. THRU BOLTS, WELD STRAP TO UNDERSIDE OF W -FLANGE, - TYP. y„l SIMPSON "HGUS5.50/8" FACE MOUNT HANGER, NAIL W/ (36)-10d AT FACE, AND (12)-10d AT BEAM, TYP. ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. ySl SIMPSON "LUS28" FACE MOUNT HANGER, NAIL W/ (6)-30d AT FACE, AND (4)-10d AT BEAM, TYP. ALL COMMON -1 WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y�l SIMPSON "HUS210-2" FACE MOUNT HANGER, NAIL W/ (8)-10d AT FACE, AND (8)-10d AT BEAM, TYP. ALL COMMON l -J WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y'l SIMPSON "HUC28-2" CONCEALED FACE MOUNT HANGER, NAIL W/ (14)-10d AT FACE, AND (6)-10d AT BEAM, TYP. �J ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. SHEAR WALL HOLD DOWNS: SIMPSON "HDU5-SDS2.5" HOLD DOWN W/%" DIA. ANCHOR RODS, CONNECT TO STEEL GIRDER BEAM BELOW VIA.Y4" FILLET WELD ALL AROUND, TYP. 0 x %y" FLOOR SHEATHING, SEE PLAN, NAIL EDGE W/ DIAPHRAGM EDGE NAILING (SEE PLAN NOTES) TO 2x PLATE ATOP HSS TUBE STEEL BEAM, TYP. SEE PLAN FOR HOLD DOWN LOCATIONS & CONNECTION TO STEEL BEAM BELOW, TYP. CONNECT 2x NAILER VIA. Y4" DIAMETER SCREWS @ 8" O.C. STAGGERED, INTO PRE -DRILLED HOLES IN HSS TUBE STEEL BEAM 1/4 2 ' EXTERIOR DECK FRAMING, SEE PLAN STEEL W -FLANGE "OUTRIGGER", SEE PLAN FRAMING / STL SECTION Scale: 1"=1'-0" PERMIT SET structural design 1 &ingenuity J inghouse, Pc P.O. Box 182 MASH PEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net SEAL: ta�s� �eN' s STRUCTURAL N0.50602 w H q I All d 1 MOMENT W O 200 CONNECTION VIA." FILLET Q SHOP WELD ALL Q bw w I- AROUND, Cc:ILLJ W N Jm N w PROVIDE o a CORROSION 3 )ER(6'DIM. Li ERTI AL) o 0 PROTECTIVE HD-1 in PAINT COATING SYSTEM FOR w N STEEL Q z cz C OUTRIGGERS, I a' TYP. (3) ^lZ0 z _____ ---- ------ i 60 v %" DIA. STL kOD HANGER (MIN. A36 GRADE) W/THREADED ENDS, CONNECT BOTTOM END BY DRILLING %" DIA. HOLE THROUGH CENTER OF (3) -PLY LVL BEAMS ABOVE AND BELOW, AND PROVIDE 5"x5"x %" STEEL BEARING PLATE WASHERS & NUTS, PROVIDE (4) NAIL HOLES IN PLATE WASHERS TO SECURE AGAINST ROTATION & NAIL W/ (4)-8D NAILS TO LVL MEMBERS, TYP. SECURE THREADED ROD VIA. FIELD WELDING FROM ACCIDENTAL DISCONNECTION TO NUT, TYP. HSS 3�5"x3y"x1 COLUMN WITH WELDED ON STEEL CAP AND END PLATES, ALL COLUMNS SHALL BE DRILL& EPDXY FASTENED TO CONCRETE FOUNDATION ELEMENTS, TYP. VIA. (4)-5/8" DIA. BOLTS W/ MIN. 8" EMBEDMENT DEPTH. V 5Y4"x 5/4" VERSA -LAM 1.8 (2750) POST (BELOW), WHERE POST SUPPORTS STEEL BEAM CONNECT VIA. 3" WIDE x 12" LONG Y4" THICK STEEL STRAP WITH (3)-5/8" DIA. THRU BOLTS, WELD STRAP TO UNDERSIDE OF W -FLANGE, - TYP. y„l SIMPSON "HGUS5.50/8" FACE MOUNT HANGER, NAIL W/ (36)-10d AT FACE, AND (12)-10d AT BEAM, TYP. ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. ySl SIMPSON "LUS28" FACE MOUNT HANGER, NAIL W/ (6)-30d AT FACE, AND (4)-10d AT BEAM, TYP. ALL COMMON -1 WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y�l SIMPSON "HUS210-2" FACE MOUNT HANGER, NAIL W/ (8)-10d AT FACE, AND (8)-10d AT BEAM, TYP. ALL COMMON l -J WIRE NAILS (0.148" DIA. x 3" LONG), TYP. y'l SIMPSON "HUC28-2" CONCEALED FACE MOUNT HANGER, NAIL W/ (14)-10d AT FACE, AND (6)-10d AT BEAM, TYP. �J ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. SHEAR WALL HOLD DOWNS: SIMPSON "HDU5-SDS2.5" HOLD DOWN W/%" DIA. ANCHOR RODS, CONNECT TO STEEL GIRDER BEAM BELOW VIA.Y4" FILLET WELD ALL AROUND, TYP. 0 x %y" FLOOR SHEATHING, SEE PLAN, NAIL EDGE W/ DIAPHRAGM EDGE NAILING (SEE PLAN NOTES) TO 2x PLATE ATOP HSS TUBE STEEL BEAM, TYP. SEE PLAN FOR HOLD DOWN LOCATIONS & CONNECTION TO STEEL BEAM BELOW, TYP. CONNECT 2x NAILER VIA. Y4" DIAMETER SCREWS @ 8" O.C. STAGGERED, INTO PRE -DRILLED HOLES IN HSS TUBE STEEL BEAM 1/4 2 ' EXTERIOR DECK FRAMING, SEE PLAN STEEL W -FLANGE "OUTRIGGER", SEE PLAN FRAMING / STL SECTION Scale: 1"=1'-0" PERMIT SET structural design 1 &ingenuity J inghouse, Pc P.O. Box 182 MASH PEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net SEAL: ta�s� �eN' s STRUCTURAL N0.50602 w H q S-200 0 PAGE 2 OF 4 I W O Q Q Cc:ILLJ W N N Li Q z cz C I a' z Q J LL Q w N O kn cr ^ a O V -zt N z O LU U H W_ W F- OOcc cc w rl ci P SCALE: AS NOTED DATE: 09/24/2019 DESIGNED BY: Li DRAWN BY: Q PROJECT#: ING 19022 S-200 0 PAGE 2 OF 4 HEADER PEF (1)-2X6 F.H. KIN( (2)-2X6 JACK (U.N.O.) ATTR KING STUD NAILS @ STAGGERE ALTERNATE TYP. BUILT-UP COLUMN HEADER SUPPORT N.T.S. (SCHEMATIC ONLY) a c a N 2 -PLY r 3 -PLY ry 4 -PLY 2 -ROWS OF 16d 3 -ROWS OF 16d NAILS @� 2 -ROWS OF 6%" LONG y NAILS @ 12" O.C. 12" O.C., EA. FACE, TYP. TRUSSLOK SCREWS @ 16" EA. FACE, TYP. NOTE: REFER TO PLANS FOR BOLTED OR OTHERWISE SPECIFIED PLY CONNECTIONS, TYP. a 2 -PLY "' 3 -PLY 10d NAILS @ 6" O.C. 16d NAILS @ 6" O.C. STAGGERED. STAGGERED, EA. SIDE, TYP.. TYP. PLY CONNECTIONS 4'-0" MIN. LENGTH BETWEEN ANY PLATE JOINT REQUIRED NO. OF NAILS MAY BE DISTRIBUTED ALONG THIS ENTIRE LENGTH (8)-16d (OR STRAP) AT EA. SIDE OF EACH JOINT U.N.O. N.T.S. (SCHEMATIC ONLY) DBL 2x TOP PLATES, WALL FRAMING STUDS, TYP. @ 16" O.C., FRAME @ 12" O.C. IN AREAS OF PRE -MANUFACTURED TRUSSES (IF APPLICABLE) AND ALIGN TRUSS W/ STUD, TYP. TYP. WALL TOP PLATE SPLICE N.T.S. (SCHEMATIC ONLY) 12 SEE ARCH. THK. APA RATED - PLYWOOD ROOF SHEATHING, SEE PLAN NOTES FOR NAILING REQUIRMENTS SIMPSON "H2.SA" �2x ROOF RAFTER, SEE ROOF FRAMING PLAN HURRICANE TIE, EA. RAFTER, TYP. TYP. SHEAR WALL EDGE NAILING lix\_ 2x STUD WALL W/ STUDS @ 16" NOTE: SEE ROOF FRAMING PLAN O,C., TYP. FOR REQUIRED CEILING OR TIE JOISTS (NOT SHOWN IN SECTION). TYP. EAVE SECTION @ WALL ;a" THK. APA RATED PLYWOOD ROOF SHEATHING, SEE PLAN NOTES FOR NAILING REQUIRMENTS 12 SEE ARCH. SIMPSON "H2.SA' HURRICANE TIE, EA. RAFTER, TYP. TYP. SHEAR WALL EDGE NAILING NOTE: SEE ROOF FRAMING PLAN V FOR REQUIRED CEILING OR TIE JOISTS (NOT SHOWN IN SECTION). TYP. EAVE SECTION Scale: 1"=1'-0" 2x ROOF RAFTER, SEE ROOF FRAMING PLAN CONNECT MIN. SINGLE CONT. TOP PLATE VIA 4" LONG TIMBERLOK SCREWS (USE 6" IF DBL TOP PLATE), STAGGERED @ 8" O.C. TO HEADER HEADER, SEE ROOF FRAMING PLAN; REFER TO TYP. PLY CONNECTION DETAILS FOR LVL BEAM Scale: 1"=1'-0" N.T.S (SCHEMATIC ONLY) s/" THK. ROOF SHEATHING, SEE PLAN - FOR TYP. NAILING REQUIREMENTS. FULL DEPTH SOLID BLOCKING @ 4'-0" O.C.,- TYP. FIRST BAY OF ROOF FRAMING ROOF DIAPHRAGM EDGE NAILING W/ Ed - ANNULAR RING NAILS @ 3" O.C. TO 2x RAKE RAFTER, TYP. SHEAR WALL EDGE NAILING W/ 8d ANNULAR - RING NAILS @ 3" O.C. STAGGERED TO DBL 2x RAKE RAFTER, TYP. %" APA RATED PLYWOOD WALL - SHEATHING, CONT. TO TOP EDGE OF RAKE RAFTERS, TYP. 2x STUD WALL W/ STUDS @ 16"- O.C., TYP., NOTCH STUD AT RAKE JOIST, TYP. NOTE: RAKE TRIM DETAILS & ROOF''. OVERHANG FRAMING NOT SHOWN, SEE ARCH. DRAWINGS''.. TYP FRAMING SECTION @ RAKE STL COLUMN, SEE PLAI 3/16 12" THICK CONC. FOOTING, REFER TO FDN PLAN FOR SIZE AND REINFORCING SEE PLAN FOR STEEL PLATE AND ANCHOR BOLT SIZES AND TYPES, PLACE ON MAX. 1Y," SPECIFIED GROUT. 6" (MIN.) OF Y," CRUSHED, COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED SOILS, OR COMPACTED STRUCTURAL FILL Scale: 1"=1'-0" E COL., BASE ASPHALTIC BOND BREAKER PLATE AROUND COLUMN, TYP. I� SEE PLAN FOR TYP. REINFORCING f T.O. CONC. SLAB ° 2" CLR '.0 U TYP. `o e SEE PLAN V m TYP. INTERIOR STL COLUMN ON SPREAD FTG Scale: N.T.S. (SCHEMATIC ONLY) PERMIT SET structural design & ingenuity inghouse,Pc P.O. Box 182 MASHIPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net SEAL: W m Z I 2x STUD WALL W/ U STUDS @ 16" O.C., TYP. ~ W Q Y" THK. APA RATED T&G W : FLOOR SHEATHING, SEE FULL DEPTH SOLID BLOCKING 1 ct� PLAN FOR NAILING IN FIRST BAY FROM WALL @ LU U REQUIREMENTS 4'-0" O.C., TYP. f� O w 1 FLOOR DIAPHRAGM EDGE N z NAILING, SEE PLAN NOTES � w Ln z d a g SCALE: CL DATE: WALL SHEATHING SHALL BE V Q z SPLICED AT CENTER OF DBL PROJECT#: ING19022 RIM JOISTS, PROVIDE (2) ROWS OF 10d COMMON t/ FLOOR SEE FRAMING PLAN ANNULAR RING NAILS @1101575 O MAYBE I -JOISTS, JOISTS BELOW AND ABOVE JOINT OF MAY BE BEARING ON EXTERIOR JOINT, DO NOT SPLICE H- � LL WALL, NOT SHOWN) SHEATHING HORIZONTALLY 3 O WITHIN 3FT OF JOINT, TYP. v 2x STUD WALL W/ STUDS @ 16" O.C., TYP. TYP. 2ND FLOOR FRAMING SECTION N.T.S (SCHEMATIC ONLY) s/" THK. ROOF SHEATHING, SEE PLAN - FOR TYP. NAILING REQUIREMENTS. FULL DEPTH SOLID BLOCKING @ 4'-0" O.C.,- TYP. FIRST BAY OF ROOF FRAMING ROOF DIAPHRAGM EDGE NAILING W/ Ed - ANNULAR RING NAILS @ 3" O.C. TO 2x RAKE RAFTER, TYP. SHEAR WALL EDGE NAILING W/ 8d ANNULAR - RING NAILS @ 3" O.C. STAGGERED TO DBL 2x RAKE RAFTER, TYP. %" APA RATED PLYWOOD WALL - SHEATHING, CONT. TO TOP EDGE OF RAKE RAFTERS, TYP. 2x STUD WALL W/ STUDS @ 16"- O.C., TYP., NOTCH STUD AT RAKE JOIST, TYP. NOTE: RAKE TRIM DETAILS & ROOF''. OVERHANG FRAMING NOT SHOWN, SEE ARCH. DRAWINGS''.. TYP FRAMING SECTION @ RAKE STL COLUMN, SEE PLAI 3/16 12" THICK CONC. FOOTING, REFER TO FDN PLAN FOR SIZE AND REINFORCING SEE PLAN FOR STEEL PLATE AND ANCHOR BOLT SIZES AND TYPES, PLACE ON MAX. 1Y," SPECIFIED GROUT. 6" (MIN.) OF Y," CRUSHED, COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED SOILS, OR COMPACTED STRUCTURAL FILL Scale: 1"=1'-0" E COL., BASE ASPHALTIC BOND BREAKER PLATE AROUND COLUMN, TYP. I� SEE PLAN FOR TYP. REINFORCING f T.O. CONC. SLAB ° 2" CLR '.0 U TYP. `o e SEE PLAN V m TYP. INTERIOR STL COLUMN ON SPREAD FTG Scale: N.T.S. (SCHEMATIC ONLY) PERMIT SET structural design & ingenuity inghouse,Pc P.O. Box 182 MASHIPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net SEAL: W m Z S-300 d 0 PAGE 4 OF 4 I U O ~ W Q W Z Q ct� LU LU U f� O w cl- N z O � w Ln z d a g SCALE: CL DATE: 09/24/2019 V Q z U PROJECT#: ING19022 o O C3= LL H- � LL 3 O Q � S-300 d 0 PAGE 4 OF 4 rZ O r Ln N N Z O N LU U F- O w 11 O O w d a SCALE: AS NOTED DATE: 09/24/2019 DESIGNED BY: Q DRAWN BY: U PROJECT#: ING19022 S-300 d 0 PAGE 4 OF 4