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HomeMy WebLinkAbout52 Springer Ln planI w a a M"no *611 a RM 0 All k ki ki 11 52 SPRINGER LANE YARMOUTH, MA ARCHITECT: TUCK+TUCK ARCHITECTS LIST of ABBREVIATIONS: 29 OLD SUGAR ROAD ACT ACOUSTICAL CEILING TILE BOLTC)N, MA 01740 ADJ ADJACENT P:978.779.7999 F:978.779.6999 A.F.F. ABOVE FINISHED FLOOR EMAIL: INFO@TUCKANDTUCK.COM B.M. BENCH MARK B.O. BOTTOM OF C. TO C. CENTER TO CENTER CIVIL EXISTING GRADE INC. CL CENTERLINE CLG CEILING ENGINEER: 62 RIEDELL RD CMU CONCRETE MASONRY UNIT DOUGLAS, MA 01506 COL. COLUMN P:508.694.6501 CONC CONCRETE CU CUBIC DIA DIAMETER DF DOUGLAS FIR EQ EQUAL EXT EXTERIOR EXTG EXISTING F.F. FINISHED FLOOR F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FIN FINISHED FLR FLOOR G.C. GENERAL CONTRACTOR GWB GYPSUM WALL BOARD HW HOT WATER I.D. INNER DIAMETER INT INTERIOR L.L.H LONG LEG VERTICAL L.L.V. LONG LEG HORIZONTAL LAM LAMINATED M.O. MASONRY OPENING LIST OF DRAWINGS: MTL METAL T1.1 TITLE SHEET N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE ARCHITECTURAL O.C. ON CENTER ED1.1 EXISTING AND DEMOLITION FLOOR PLANS O.D. OUTER DIAMETER A1.1 FLOOR PLAN AND FOUNDATION PLAN O.F.C. OUTSIDE FACE OF CONCRETE A1.2 ROOF PLAN O.F.M. OUTSIDE FACE OF MASONRY A2.1 EXTERIOR ELEVATIONS O.F.S. OUTSIDE FACE OF STUD A3.1 BUILDING SECTION AND WALL DETAILS OPPH OPPOSITE HAND P.L. PLATE ELECTRICAL PERP PERPENDICULAR E1.0 ELECTRICAL PLAN P.T. PRESSURE TREATED PTD PAINTED (SEE SPEC FOR PRIMER) R RISER REF REFRIGERATOR REINF REINFORCED REV REVISION S.S. STAINLESS STEEL STD STANDARD STL STEEL SYP SOUTHERN YELLOW PINE T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.M. TOP OF MASONRY T`(P TYPICAL U.O.N. UNLESS OTHERWISE NOTED V.C.T. VINYL COMPOSITE TILE V.I.F. VERIFY IN FIELD WJ P. WORKING POINT W.T.W. WALL TO WALL W.W.F. WELDED WIRE FABRIC UCK UCK CHI7ECTS 2 9 O L D S U G A R R O A D BOLTON MASSACHUSETTS 01740 p: 9 7 8. 7 7 9. 7 9 9 9 e:info@tuckandtuck.com WWW.TUCKANDTUCK.COM NO. 3' � MASS. ,,' J'-z W U Z W 0 � z O-17 g� Z::) Q ISSUED FOR: --CONSTRUCTION DATE: 041723 SCALE: AS NOTED DRAWBY: JAL �CHECKED BY: E NAME: 1934 Title OATS REVISION BY I I j I I Sheet Number: T1,1 _5-� ��3�D�C Z3 ia�s3 PLAN LEGEND EXISTING WALL TO REMAIN EXTG BULKHEAD BELOW � r: r I I;I ,I i i I r li l u LL11 I PROVIDE 2'-0" ICE + WATER SHIELD ENTIRE PERIMETER & ALL VALLEYS (MEASURED FROM INSIDE F.O.S.) —7 NEW INTERIOR 2x4 WOOD STUD WALL OR 2x6 EXTERIOR WOOD STUD WALL U.O.N. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF ALL LOCAL & STATE CODES AND ORDINANCES. 2. CONTRACTOR SHALL FIELD VERIFY & COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS AT START OF AND DURING CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. 4. IT SHALL BE THE RESPONSIBILITY OF ALL RESPECTIVE CONTRACTORS TO READ ALL NOTES AND ILLUSTRATIONS PERTAINING TO THEIR TRADE AND COORDINATE WITH ADJACENT TRADES AS REQUIRED. 5. PAY CLOSE ATTENTION TO ALIGNMENTS AND ADJACENCIES. 6. DIMENSIONS ARE ROUGH UNLESS OTHERWISE NOTED (UON). 7. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR CONSULTANTS. 8. THESE DRAWINGS DO NOT CALL OUT EVERY CODE REQUIRED BLOCKING, FASTENING OR CONNECTION DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET OR EXCEED ALL BUILDING CODE REQUIREMENTS. 9. WORK SHALL NOT PROCEED ON ANY WORK REQUIRING A CHANGE ORDER WITHOUT THE EXPRESS APPROVAL FROM THE OWNER AND ARCHITECT. 10. CONSTRUCTION TO COMPLY WITH IECC 2015 AND PASS BLOWER DOOR TEST - COORD. AIR BARRIER, CALKING JOINTS, ETC. F-- FIRST FLOOR DECK BELOW II I L_ -- - -- -- — — -a 11 --_- -- —�1 = - - - _ _❑ i i FRONT STEPS BELOW CANTILEVER BEAMS PROVIDE 2'-0" ICE + WATER SHIELD ENTIRE PERIMETER & ALL VALLEYS (MEASURED FROM INSIDE F.O.S.) UCK TUCK .CHI ECTS 2 9 O L D S U G A R R O AD BOLTON MASSACHUSETTS 01740 p: 9 7 8. 7 7 9 7 9 9 9 e:info@tuckandtuck.com WWW.TUCKANDTUCK.COM ���*.tt1i N i 1111/fit $0,pkSD Axp,M'�Pr OF op 11111111111 W V z W W ry z W W z O J < c .L. V) � (7 G �-- I--- z Cn 7 c Z Lo >- U O L a z J n U. 0 0 a� ry a� ISSUED FOR: — DATE: -- CONSTRUCTION 041723 SCALE. I AS NOTED ' DRAWN BY: JAL 1 J NECKED BY: FILE NAME: 2 2 3 4 DATE REN�ON BY Sheet Number: A1,2 2 ROOF PLAN A1.1 SCALE: 1 /4"=1'-O" IL SQUARE 8" TUI FRP TUSCAN D_D FIRST FLOOR CEDAR WINDOW SCHEDULE '-0"FS I� O co T.O. EXTG FIN FLR SELECTION BY GC D DOUBLE HUNG 2 NORTH ELEVATION A2.1 SCALE: 1 /4"=1'-0" A2.1 SCALE: 1 /4"=1'-0" O 00 I CD 0 I L 2� 2� O 00 I 3'-0"FS y 3�-21 -- _- [71110 r� - CD N 17E17 CD0 L-I LO — 00 I o0 SELECTION BY GC SELECTION BY GC B1 C1 DOUBLE HUNG MULLED FRAME TO FRAME DOUBLE HUNG AR WHIZ 3 EAST ELEVATION A2.1 SCALE: 1 /4"=1'-0" 3'-6"FS CD i z o 00 U I � 0 0 D1 ECTIN BY GC SELCTI DOUBLEOHUNG GC E1 CASEMEONT MULLED FRAME TO FRAME F1 PIClUR ON BY GC TEMPERED GLASS (LOWER SASH) '-0"FS GD SELECTION BY GC C DECORATIVE CIRCLE ---WOVEN CORNER 5 HALF ARCH DETAIL A2.1 SCALE: 1 /2"=1'-0 DOOR SCHEDULE GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF ALL LOCAL & STATE CODES AND ORDINANCES. 2. CONTRACTOR SHALL FIELD VERIFY & COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS AT START OF AND DURING CONSTRUCTION, IF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. 4. IT SHALL BE THE RESPONSIBILITY OF ALL RESPECTIVE CONTRACTORS TO READ ALL NOTES AND ILLUSTRATIONS PERTAINING TO THEIR TRADE AND COORDINATE WITH ADJACENT TRADES AS REQUIRED. 5. PAY CLOSE ATTENTION TO ALIGNMENTS AND ADJACENCIES, 6. DIMENSIONS ARE ROUGH UNLESS OTHERWISE NOTED (UON). 7. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR CONSULTANTS. 8. THESE DRAWINGS DO NOT CALL OUT EVERY CODE REQUIRED BLOCKING, FASTENING OR CONNECTION DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET OR EXCEED ALL BUILDING CODE REQUIREMENTS. 9. WORK SHALL NOT PROCEED ON ANY WORK REQUIRING A CHANGE ORDER WITHOUT THE EXPRESS APPROVAL FROM THE OWNER AND ARCHITECT. 10. CONSTRUCTION TO COMPLY WITH IECC 2015 AND PASS BLOWER DOOR TEST - COORD. AIR BARRIER, CALKING JOINTS, ETC. PROPOSED ADDITION -11I 1II1V UI\MUL L.2'-8"FS** 1 3'-0"FS I, 5'-0"FS ❑❑❑ F7 ALIGN MUNTINS Cll cf) ❑❑❑ ❑ ❑ ❑❑ w/ WINDOW Dt oo cn D C co T.O. EXTG FIN FLR 100A 100E 100C FIBERGLASS ENTRY DOOR FIBERGLASS ENTRY DOOR FIBERGLASS SLIDING DOOR CRAFTSMAN STYLE FULL LITE FULL LITE (MANUF. TBD) (BY GC) (BY GC) "NOTE : USE 3'-0" WIDE IF POSSIBLE 07 co I 3'-0"FS i 101 FLUSH INTERIOR SOLID CORE (MANUF. TBD) UCK TUCK CHI ECTS 2 9 O L D S U G A R R 0 A D BOLTON MASSACHUSETTS 01740 p: 9 7 8. 7 7 9. 7 9 9 9 e:info@tuckandtuck.com WWW.TUCKANDTUCK.COM j0%%ki U t tIll4 c No. so Mass.. •sf t►1► �I1 a*off• W U Z W W c� z OJ 2 ry Ly z� Q can � I VJ L.L. o° _ F- ry < W> ru�/ W H ^� Ww cn ISSUED F(Ni: CONSTRUCTION DATE: 041723 SCALE: _ DRAWN BY: AS NOTED JAL CHECKED BY: FILE NAME: DATE REVISION BY I I — Sheet Number: A2.1 LATEX PAINT OVER SKIM COAT PLASTER OVER Y" GWB OVER CERTAINTEED MEMBRAIN OR SIMILAR SMART VAPOR RETARDER PROVIDE R-30 INSULATION OVER UNCONDITIONED SPACE Yz" PMJF 4" MUD SLAB 10 MIL, POLY. VAPOR RETARDER MIN. 6" CRUSHED STONE 1 ICE+WATER SHIELD @ PERIMETER EL.7'-7" T.O. PLATE* 1 ==moo WHITE CEDAR SHINGLES TO MATCH EXTG. OVER CEDAR BREATHER OVER J" ZIP SYSTEM SHEATHING OVER 2X6 WD. STUDS @ 16" O.C. w/ R-21 INSUL EL.O'-O" FIRST FLOOR+ SLOPE GRADE MIN. 5% AWAY FROM FDN. FOUNDATION DAMPPROOFING v FILTER FABRIC oa oa o oa o �& CONT. 6" PERF. FOUNDATION DRAIN lJ O C TO OUTFALL 3 WALL SECTION A3.1 SCALE: 1 "=1'-0" UNDISTURBED EARTH ICE+WATER SHIELD @ PERIMETER ALUM. DRIPEDGE 1X BORAL OR PVC TRIM ALUMMALF-ROUND GUTTER J"X8" TRIM (MATCH EAST ELEV.) M 1X TRIM 5 RAKE DETAIL "A" 66'- RAKE DETAIL "B" A3.1 SCALE: 3"=1'-O" A3.1 SCALE: 3"=1'-O" M r'l n71 nt�1—r'\ A r\FN1 Ti not (7* BUILDING SECTION A3.1 SCALE: 1/2"=1,-0„ ARCH. ASPHALT SHINGLI ICE+WATEF ALUM. OF ALUM. HALF GABLE (BEARS ON CONI GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF ALL LOCAL & STATE CODES AND ORDINANCES. 2. CONTRACTOR SHALL FIELD VERIFY & COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS AT START OF AND DURING CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. 4, IT SHALL BE THE RESPONSIBILITY OF ALL RESPECTIVE CONTRACTORS TO READ ALL NOTES AND ILLUSTRATIONS PERTAINING TO THEIR TRADE AND COORDINATE WITH ADJACENT TRADES AS REQUIRED. 5. PAY CLOSE ATTENTION TO ALIGNMENTS AND ADJACENCIES. 6. DIMENSIONS ARE ROUGH UNLESS OTHERWISE NOTED (UON). 7. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR CONSULTANTS. 8. THESE DRAWINGS DO NOT CALL OUT EVERY CODE REQUIRED BLOCKING, FASTENING 1X TRIM OR CONNECTION DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET OR EXCEED ALL BUILDING CODE REQUIREMENTS. 9. WORK SHALL NOT PROCEED ON ANY WORK REQUIRING A CHANGE ORDER WITHOUT THE EXPRESS APPROVAL FROM THE OWNER AND ARCHITECT. 10. CONSTRUCTION TO COMPLY WITH IECC 2015 AND PASS BLOWER DOOR TEST - COORD. AIR BARRIER, CALKING JOINTS, ETC. 7 PORCH GABLE DETAIL A3.1 SCALE: 1 /2"=1'-0" PROPOSED 1 PORCH SECTION All SCALE: 1 /2"=1'-O" AME WHERE OTHER ROOF -CTS ENTRY GABLE SHINGLES OVER OVER VER i 0 EL.O'-O" ST FLOOR* VI ' - SEE STONE UCK TUCK CHI ECTS 29 OLD SUGAR ROAD BOLTON MASSACHUSETTS 01740 p: 9 7 8. 7 7 9. 7 9 9 9 e:info@tuckandtuck.com WWW.TUCKANDTUCK.COM `��,�tt► i � t rte ♦♦ b� f.. ti r 400" . MAS �r�40' s a �a o"sa'�r�* W U z W 0 W Lim z r W z a JQQC i � G U, V }-- z= U) 7; G ry i Lo U 0) O L A VJ z 0 F— U!^) v, W VJ F- i'� V W z a � J i- a) s ISSUED FOR: DATE: v CONSTRUCTION 041723 SCALE: - J� DRAWN BY: AS NOTED JAL iCHECKED BY: FILE NAME: --_V-- — 2 2 3 4 DAIS REVISION j BY Sheet Number: All GENERAL ELECTRICAL NOTES: FIXTURE LEGEND 1. WORK SHALL CONSIST OF FURNISHING AND INSTALLING ALL EQUIPMENT AND MATERIAL NECESSARY FOR COMPLETION OF ALL WORK OUTLINED IN THESE -' RECESSED CAN LED: CLR SPECULAR 4" 1=8 DUPLEX RECEPTACLE DRAWINGS OR REASONABLY IMPLIED, WORK ON DRAWINGS SUBJECT TO FIELD CONDITIONS, CONTRACTOR TO FAMILIARIZE HIM/HERSELF WITH FIELD 0 SURFACE MOUNTED LIGHT FIXTURE 1=0 DUPLEX RECEPTACLE - SPLIT WIRE CONDITIONS. ALL WIRING & FIXTURE LOCATIONS TO COMPLY WITH LOCAL & NATIONAL CODES. TOP HALF SWITCHED 2. E.C. TO PROVIDE OWNERS WITH A "WALK THROUGH" PRIOR TO COMMENCING WIRING WORK, TO ENABLE OWNERS TO MAKE MINOR ADJUSTMENTS TO THE �-O WALL MOUNTED LIGHT FIXTURE QUADRAPLEX RECEPTACLE DRAWINGS. SIGNIFICANT CHANGES WOULD REQUIRE A WRITTEN CHANGE ORDER PRIOR TO BEGINNING WORK FOR OWNER'S APPROVAL. , PHONE OUTLET 3. CONTRACTOR TO REVIEW MECHANICAL & PLUMBING WORK AND PROVIDE WIRING AS REQUIRED. HEIGHTS CX COAXIAL CABLE TV OUTLET, COORD. HEIGHT ® DUPLEX RECEPTACLE -FLOOR MOUNTED W/ BRASS FACE PLATE, SEE NOTE 11 4. CENTER ALL LIGHTING FIXTURES IN THE SPACE UNLESS OTHERWISE NOTED & TAKE CARE TO LOCATE OUTLETS AT PRESCRIBED IF NOTED. 5. ALL OUTLETS TO BE SPACED 12'-0" O.C. MAXIMUM, OR AS REQUIRED BY CODE. ALL OUTLETS IN KITCHEN, BATHROOMS & GARAGE TO BE GFI & A/V COMPONENTS W/OWNER �=%F DUPLEX RECEPTACLE - WATERPROOF 6. PROTECTED. WIRING TO BE CONCEALED IN ALL FINISHED AREAS. ALL LIGHTING FIXTURES SHOWN ON EXTERIOR TO BE EXTERIOR RATED FIXTURES. TV TV W/POWER & CONDUIT TO COAXIAL iE DUPLEX RECEPTACLE WITH GFI 7. PAY CLOSE ATTENTION TO DIMMER LOCATIONS. FANTECH REMOTE VENTED FAN LIGHT !-8 DRYER RECEPTACLE 30 A 125/250V 3 PHASE 8, FOR BIDDING: PRICE WALL SCONCES @ $300 EACH, PENDANT LIGHTS @ $500 EACH. OR RANGE RECEPTACLE 50A 125/250V 3 PHASE 9. PROVIDE & INSTALL ONLY PROGRAMMABLE THERMOSTATS WHERE NEEDED. RECESSED ADJUST. ACCENT LIGHT -© CAT6: RUN TO BSMT LOCATION &STUDY 10. PROVIDE POWER .FOR ALL KITCHEN APPLIANCES, COORD. W/SPECS. $ SINGLE POLE SWITCH SURFACE MOUNTED FLUORESCENT LIGHT 11. REPLACE ALL EXTERIOR LIGHTING. AUTO W/AUTOMATIC "ON" SWITCH OR SENSOR 12. COORDINATE SITE LIGHTING W/OWNER. $s THREE WAY SWITCH (OR MORE) 13. IN ALL BATHROOMS: FAN &LIGHT ON SINGLE SWITCH U.O.N. $p SINGLE POLE DIMMER SWITCH SURFACE MOUNTED LED LIGHT 1---i LOW VOLTAGE UNDER CABINET LIGHT ® SPECIAL PURPOSE: DOOR BELL xT>_ EXTERIOR WALL MOUNTED FLOOD LIGHT CAT 6 ® SMOKE DETECTOR/ALARM SPECIAL PURPOSE: ELECTRIC CAR CHARGING CO CARBON MONOXIDE DETECTOR/ALARM s c0 SMOKE/CARBON MONOXIDE DETECTOR/ALARM ❑H HEAT DETECTOR/ALARM PLAN LEGEND EXISTING WALL TO REMAIN NEW INTERIOR 2x4 WOOD STUD WALL OR 2x6 EXTERIOR WOOD STUD WALL U.O.N. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF ALL LOCAL & STATE CODES AND ORDINANCES. 2. CONTRACTOR SHALL FIELD VERIFY & COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS AT START OF AND DURING CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. 4. IT SHALL BE THE RESPONSIBILITY OF ALL RESPECTIVE CONTRACTORS TO READ ALL NOTES AND ILLUSTRATIONS PERTAINING TO THEIR TRADE AND COORDINATE WITH ADJACENT TRADES AS REQUIRED. 5. PAY CLOSE ATTENTION TO ALIGNMENTS AND ADJACENCIES. 6. DIMENSIONS ARE ROUGH UNLESS OTHERWISE NOTED (LION). 7. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR CONSULTANTS, 8. THESE DRAWINGS DO NOT CALL OUT EVERY CODE REQUIRED BLOCKING, FASTENING OR CONNECTION DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET OR EXCEED ALL BUILDING CODE REQUIREMENTS. 9. WORK SHALL NOT PROCEED ON ANY WORK REQUIRING A CHANGE ORDER WITHOUT THE EXPRESS APPROVAL FROM THE OWNER AND ARCHITECT. 10. CONSTRUCTION TO COMPLY WITH IECC 2015 AND PASS BLOWER DOOR TEST COORD. AIR BARRIER, CALKING JOINTS, ETC. i (DOOR) i (WINDOW) (7� ELECTRICAL PLAN �-1 SCALE: 1/4 "=l'-O " MTD. -R V JC K E TUCK CHIC 29 OLD SUGAR ROAD BOLTON MASSACHUSETTS 01740 p: 9 7 8. 7 7 9. 7 9 9 9 e:info@tuckandtuck.com WWW.TUCKANDTUCK.COM ��ti4tiilitif�i� �` K ...EO ARe,C�f�jf,'OA MASS. OF 1111 W U z W 0 W r z ry w z 0 << _ U) W� (� ry z7-) Q n cor 5 _ Lo> U 0) O n ISSUED FOR: DALE CONSTRUCTION 041723 � SCALE: AS NOTED DRAWN BY: 7 JAL CHECKED BY: FILE NAME: -- 2 2 3 4 DATE REVISION BY Sheet Number: ElA I. GENERAL 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (780 CMR, 9TH EDITION, WITH IBC 2015 OR IRC 2015, AS APPLICABLE) AND ITS APPLICABLE REFERENCED STANDARDS. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION, REPORT TO THE ARCHITECT/ENGINEER ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING ALL CONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED PROCEDURE TO THE ARCHITECT/ENGINEER BEFORE CONSTRUCTION COMMENCES. II. DESIGN LOADS 1. FLOOR LIVE LOAD a. DWELLING AREAS...................................................................... 40 PSF b. SLEEPING AREAS...................................................................... 30 PSF c. HABITABLE ATTICS (WALK-UP),.,, ............................................. 30 PSF d. UNINHABITABLE ATTICS w/LIMITED STORAGE ...................... 20 PSF e. UNINHABITABLE ATTICS WITHOUT STORAGE ....................... 10 PSF 2. ROOF LIVE LOAD (PER 780 CMR, 9TH EDITION) a. GROUND SNOW LOAD, Pg......................................................... 30 PSF* b. BUILDING OCCUPANCY RISK CATEGORY ............................... II c. SNOW EXPOSURE FACTOR, Ce................................................ 1.0 d. SNOW LOAD IMPORTANCE FACTOR, Is ................................... 1.0 e. THERMAL FACTOR, Ct............... ............................. I... ........ I....... 1.1 * - MODIFIED FOR SNOW DRIFT PER 780 CMR, 9TH EDITION 3. WIND LOAD (PER 780 CMR, 9TH EDITION) a. BASIC WINDSPEED (V)............................................................... 140 MPH b. BUILDING OCCUPANCY RISK CATEGORY ............................... II c. WIND LOAD IMPORTANCE FACTOR, Iw.................................... 1.00 d. WIND EXPOSURE CATEGORY ................................................... B e. MAIN WIND FORCE RESISTING: SYSTEM DESIGN METHOD ................................................. METHOD 2 (PER ASCE 7-10) f. COMPONENTS AND CLADDING LOADS .................................... PER IBC 2015 III. STRUCTURAL LUMBER 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION STANDARDS AND SPECIFICATIONS. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE S-P-F NO.1/NO.2 K.D. 3. ALL PRESSURE -PRESERVATIVE TREATED LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE SP #2. 4. ANY WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO UNHEATED BASEMENT AND CRAWL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 5. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE APPLICABLE STATE BUILDING CODE, UNLESS NOTED OTHERWISE. FASTENERS EXPOSED TO THE WEATHER SHALL BE GALVANIZED "SIMPSON'S Z-MAX" OR STAINLESS STEEL. FULL PANEL 5/8" APA RATED PLYWOOD SHEATHING (TYP.) (4x8 SHEETS DECKING) (PANEL GRADE C-D) 8d NAILS @ 4" O.C. EDGE NAILING @ PERIMETER (TYP.) HALF PANEL %" APA RATED PLYWOOD SHEATHING (TYP.) ;4x8 SHEETS DECKING) (PANEL GRADE C-D) 8d NAILS @ 6" O.C. FIELD NAILING AT PERIMETER EDGE ZONE (TYP.) * - COORD. ROOF PITCH WITH ARCH. (TYPICAL) SIMPSON H-2.5 TYPE HURRICANE STRAP AT EA. RAFTER TAIL (TYP.) VARIES (SEE ARCH.) T.O. PLATE %2' APA RATED PLYWOOD SHEATHING (GRADE C-D) 2x6 @ 16" O.C. STUD BEARING WALL (TYP.) 5/s" APA RATED PLYWOOD SHEATHING (GRADE C-D) F 122 RAFTER - AS OCCURS (2)-2x6 TOP PLATE TYPICAL RAFTER BEARING DETAIL SCALE: 3/4" = V-0" PROVIDE SOLID BLOCKING BETWEEN ROOF RAFTERS "T T"" "' ATE SHEAR WALLS 4'-0" PERIMETER EDGE ZONE TYPICAL ROOF DIAPHRAGM DETAIL NO SCALE METER -ONE 2x4 MIN. 3 FOR ALL )GES IN THE ER EDGE ZONE O.C. (LING I.C. ILING ,FTERS N FOR SIZE LING) (TYP.) ±43'-0 j (V.I.F. EXIST. STUD WALL (TYP.) FOOD STUD IMPSON STRONG -TIE TYPE iDU5-SD52.5" HOLDOWN NCHOR (OR EQUAL) STB16 ANCHOR WOOD ST CONCRETE WALL EXIST. RESIDENTIAL WALLS NOT SHOWN, NO WORK IN THIS AREA - - ±30'-6" (V.I.F.) ±42'-6" (V.I.F.) 1111, mill SCALE: %4" = V-0" NOTES: 1. COORD. ALL FINISH DETAILS WITH ARCHITECTURAL DRAWINGS. 2. COORD. ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 3. COORD. ALL FLOOR ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 4. (V.LF.) - INDICATES DIMENSION/CONDITION TO "VERIFY IN FIELD". 5. S.W. - INDICATES SHEAR WALL LOCATION. 6. O- INDICATES SIMPSON STRONG -TIE "HDU5-SDS2.5" HOLDOWNS w/"SSTB16" ANCHOR BOLTS (OR APPROVED EQUAL). (SEE TYPICAL SHEAR WALL ELEVATION DETAILS) SIMPSON STRONG -TIE `­1-6" HURRICANE EQUAL) TOP PLATE ROOF RAFTER SIMPSON STRONG -TIE Tvoc "u_",5" HURRICANE )UAL) TOP PLATE TYPICAL "HDU5-SDS2.5" TYPICAL "H-6 HURRICANE TIE" TYPICAL "H-2.5 HURRICANE TIE" WITH SSTB16ANCHOR (TYPICAL AT 4'-0" O.C. SPACING (TYPICAL AT ALL ROOF RAFTERS) (TYPICAL AT AT ALL SHEAR WALLS) AT TOP OF ALL EXTERIOR WALLS) TYPICAL SIMPSON STRONG CONNECTION DETAILS NO SCALE (2)-CS20x36 SIMPSON STRAP (TYP. @ CORNERS) NEW STUD WALL (TYP.) ±12'-0" (V.I.F.) HEADER 1 7'-0" S.W. ±43'-0Y2, (V.I.F.) TYPICAL OPENING IN SHEAR WALL DETAIL NO SCALE 8 BOULkAy JAMIE L. Consulting g BOULAY m a CIVIL Structural Engineering & Project Management Services No. 50330 Nineteen Grove Street " Fall River, MA 02720 Ph: (508) 567-0113 " www•boulayconsulting.com iONAL�\ SIMPSON STRONG -TIE ROOF RAFTER TYPE "H-6" HURRICANE (SEE PLAN) SHEAR WALL LOCATION TIE (OR EQUAL) SIMPSON TYPE EDGE NAILING- "H-2.5" HURRICANE 8d @ 6" O.C. TIE (TYPICAL) FIELD NAILING- 8d @ 6" O.C. 16" MIN. (4 MIN.) 2x6 STUD @ 16" O.C. (TYP.) TOP PANEL %2" APA RATED PLYWOOD WALL SHEATHING (GRADE C-D) (TYP.) (PANEL BELOW NOT SHOWN FOR CLARITY) FIELD NAILING- 8d @ 6" O.C. PROVIDE BLOCKING AT ALL SHEAR EDGE NAILING- (4 MIN.) WALL SHEATHING EDGES (TYP) 8d @ 6" O.C. 2x6 STUD @ 16" O.C. (TYP.) 4'-0" 0 OR 16" MIN. CONC. FND. WALL DBL. STUDS AT SHEAR WALL BOUNDARY, CONT. 2x6 P.T. SILL PLATE EDGE NAILING- DOWN TO FOUNDATION 8d @ 6" O.C. WALL (TYPICAL) SIMPSON STRONG -TIE "HDU5" BOTTOM PANEL %" A HOLDOWN WITH SSTB ANCHOR %"0 A. BOLTS 2 PA RATED PLYWOOD BOLT SEE TYPICAL DETAIL (TYP.) @ 48" O.C. (TYP.) WALL SHEATHING (GRADE C-D) (TYPICAL) (LOCATIONS NOTED ON PLANS) (PANEL ABOVE NOT SHOWN FOR CLARITY) PROVIDE WOOD BLOCKING AS REQ'D WHERE PSL OR RIM JOIST IS INTERUPTED BY DBL STUDS & HOLDOWN ANCHORS PSL OR DBL STUDS RIM JOIST HOLDOWN ANCHOR DETAIL A -A TYPICAL SHEAR WALL ELEVATION DETAILS NO SCALE NOTES: 1. SEE PLANS FOR SHEARWALL & HOLDOWN LOCATIONS. 2. MINIMUM FASTENING REQUIREMENTS: 8d @ 6" O.C. EDGE NAILING 8d @ 6" O.C. FIELDING NAILING SEE ABOVE DETAIL FOR ADD'L FASTENING & SHEATHING REQ. 3. PROVIDE BLOCKING @ ALL SHEATHING EDGE LOCATIONS. 4. PROVIDE DOUBLE STUD @ ENDS OF ALL SHEAR WALLS. ROOF RAFT=0 (SEE P EDGE NAILING- 8d @ 6" O.C. FIELD NAILING- 8d @ 12" O.C. (4 MIN.) 2x6 STUD @ 16" O.C. (TYP.) EDGE NAILING- 8d @ 6" O.C. 2x6 STUD @ 16" O.C. (TYP.) I`ICLL) IVPULIIVIY 8d @ 12" O.C. (4MIN 1 SIMPSON STRONG -TIE Tvoc "H-6" HURRICANE )R EQUAL) SIMPSON TYPE "H-2.5" HURRICANE TIE (TYPICAL) 16" MIN. fED PLYWOOD k... ADE C-D) (TYP.) (PANEL BELOW NOT SHOWN FOR CLARITY) 4'-0" OR 16" MIN. CONC. FND. WALL EUGE NAILING- 3/4'O A. BOLTS (2}2x P.T. SILL PLATE 8d @ 6" O.C. @ 48" O.C. (TYP.) TYPICAL EXTERIOR WALL ELEVATION DETAILS NO SCALE TUCK + TUCK R C H I T E C T S TWENTY NINE OLD SUGAR ROAD BOLTON MASSACHUSETTS 01740 P.978.7%.7999 F.978.779.6999 EMAIL: INFO@TUCKANDTUCK. COM W W W.TUCKAN DTUCK.COM W V Z W 0 r�� v / z W Z Q J ccQ G ♦ ) W I-- z D w i U-) U ti ISSUED FOR: CONSTRUCTION DATE: ---- 062323 SCALE: AS NOTED DRAWN BY: JLB CHECKED BY: JLB FILE NAME: DATE REVISION BY Sheet Number: S 0