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6 & 8 Gilbert St 1
za OF HEALTH. 1. DATUM IS$ LOCUS Ai" 2. MUNICIPAL WATER IS EXI-TIK 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. CAP STONE UNITS w. 4. DESIGN`LOADING FOR ALL PROPOSED PRECAST 1/2" x 5 1/4" UNITS TO BE AASHO H—jQ (H--20 PUMP CHAMBER). Fiberglass 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL Pins TOP OF WALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. UNITS BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILJTY. �' LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE AS SHOWN ON COMMUNITY PANEL ui WITH 310 CMR 15.000 (TITLE 5.) 12. EXISTING LEACHING FACILITY SHALL BE PUMPED #250+ 1 C0589J DATED 7/16/2014 x 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND AND REMOVED OR PUMPED AND FILLED WITH CLEAN ' NOT TO BE USED FOR LOT LINE STAKING OR ANY SAND. < OTH R PURPOSE. t : 7 0 OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS M 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTICE REQUIRED. 9. COMPONENTS NOT TO BE BACKFILLED O R 14. INSTALLER TO VERIFY THE . ELECTRICAL SYSTEM CONCEALED WITHOUT INSPECTION BY BOARD OF •,'. °.' " HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. F10. CALLINGSIBLE FOR SHALL BE�34I3) DIGSAFE LOCUS Ai" (1-888 344-72R AND w. VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'± L EL. 5.3f 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 25 PARCEL 325 UNITS BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILJTY. �' LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11 AS SHOWN ON COMMUNITY PANEL ui 12. EXISTING LEACHING FACILITY SHALL BE PUMPED #250+ 1 C0589J DATED 7/16/2014 AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. N 13. OWNER'S ENGINEER TO PERFORM INSPECTIONS : OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE REQUIRED. 14. INSTALLER TO VERIFY THE . ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT REQUIRED. 15. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT SLEEVES, BOOTS AND TANKS MUST BE WATERTIGHT. 16. LOTS ARE HELD UNDER COMMON OWNERSHIP AND ARE TO BE COMBINED INTO SINGLE TAXABLE LOT. ECTION ZONING DISTRICT: R-�-25 RESIDENTIAL DISTRICT REQUIRED EXISTING PROPOSED MIN. LOT SIZE 25,000 S.F. ` 13,545 S.F. 13,545: S.F. 2" TO -- PUMP PR MIN. LOT FRONTAGE 150' 105.1' 105.10' MIN. FRONT SETBACK 30' 26.0` 25.0' MIN. SIDE SETBACK 15' 12.4' 12e4' MIN. REAR SETBACK 20' 50.5' MAX.' BUILDING COVERAGE 25 13.2% 17.5% �j. u- ,: n HOLE LEY. : 7Fwre. . 5.5 ENGINEER: DANIEL . GONSALVES, SE 13587 FILL WITNESS. JASON GARDINER _ GROUNDWATER ADJ. DATA: w. ui N I I L I - I I I r I 1 I , I i Tj --------------- 4� s 1 A ILL. a L�J a r ., , � r r r � 4 T a n b. - a I.. ___— --- ---- 7"'s � --- ,I ---------- —__ _—_._---= //\ _ \ CllVl trtua �a i EX THESES E PLANS. ARE E NUT'TU 9E - 3SED EXBEDROOM DUUR FOR PERMITTING OR CONSTRUCTIO NDU©R ppRCM I I _i . � # PURPOSES UNLESS STAMPED' &SIGNED WITH AN1 DR GINAL i IARCHITECT'S . ' L I I I _-----------------STAMP------- ---- -- -----------< AND SIGN A TUR E d.MARKEQ AS "PERMIT SET" OR "CONSTRUCTION S ET .EX < I TO I I ALLNEW RAFTERS SHALL BE 2X1 0 @ 16 O.C. U.N� 0. �. i I TYP I ' - DASHED LINES INDICATE EXISTING REVISIONS SC DT10NSr TYP. ' 1 A ILL. a L�J a r ., , � r r r � 4 T a n b. - a I.. ___— --- ---- 7"'s � --- ,I ---------- —__ _—_._---= //\ _ \ CllVl trtua �a i EX THESES E PLANS. ARE E NUT'TU 9E - 3SED EXBEDROOM DUUR FOR PERMITTING OR CONSTRUCTIO NDU©R ppRCM I I _i . � # PURPOSES UNLESS STAMPED' &SIGNED WITH AN1 DR GINAL i IARCHITECT'S . ' L I I I _-----------------STAMP------- ---- -- -----------< AND SIGN A TUR E d.MARKEQ AS "PERMIT SET" OR "CONSTRUCTION S ET .EX < I TO I I ALLNEW RAFTERS SHALL BE 2X1 0 @ 16 O.C. U.N� 0. �. i I TYP I ' - DASHED LINES INDICATE EXISTING REVISIONS SC DT10NSr TYP. ' NOTE. II _ AMING PLANS ARE CONCEPTUAL.` IT IS THERES RESPONSIBILITY OF THECO TRACTOR ' 1 — w PHOTOVOLTAICSMOKE DETECTOR - DATE:. IS ,. REVISIONS: ICNS.F I TO ENSURE THAT FINAL STRUCTURAL DESIGN AND. CONSTRUCTION ADDRESS 1 ESS ALL I� 12 Q , LOAD s AND Is #N co MPLIA NCEWI7HTE H MASSACHUSETTS STA U i TE BUILDING CGDE. I 24 n L 12'-0 , I i ANY DESCRERAPJGIES'IN AND/OR DEVIATIONS FROM OM THESE DOCS. NOT BROUGHT TO I THE ATTENTION OF THE .ARCHITECT BECOME THE SOLE RESPONSIBILITY OF THE , l CONTRACTOR.. � I I I I 1 , ' I � TYPICAL L N aT ES. I THE ARCHITECT 9 . TECT SHA LL NOT T BE RESPONSIBLE FOR THE VERIFICATION IC ATION OF I THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT NT OR III I' I I : APPLIANCE E A S PART OF BA 51 C SERVICES LES UNLESS 5 IT IS PA RT 0F ISSUED ED FOR'. '. : II AGREEMENT AND VERIFICATION ISARCHITECTSSCOPE STATED IN THe DATE: I I I I- ONLY BY VISUAL OBSERVATION. IF THE ARCHITECT'S DOCUMENTS NT S I I I l RE DIRE CHANCES Q GES D I UE TO CONf71TInNS NOT 1/I�l #L+.I f Y ns�c�QvnAr � i : � I , : � I i � � , � : : � 11�11�� � 11 � ! � i : 1 1 :� 1 I , : � : i I i i: � � : I !! 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I ! : I . . � I ! 11� i I I I I � I ! � : i A I I I A . i i � � , I I- 11 ! 4 ! ' � i I : � � I i A.3 ' i I I : i � - � I . I I I � I � I I i I � I � I � I i ; I I W , I � I : I I ., . . � : I �, � I I . I I � I � i � ! I I I : : . I I . � � I 1: I! i ING PLAN V) L I . I i i � � I i � : I I : I i I 1. FIRST FLO i li : i I I :� � ; � I I i I � � � I I � , i I � I � TYPICAL NOTES: . � I ALL NEW JOISTS SHALL BE 9-5: TJI 1 1 0 @ 1 6 " � 0. C. U. N. O., TYIP. - � . I ALIGN NEW FLOOR W1 EXISTING, ITYP � I I � , 0 1 1 i I I � TYPICAL NOTES: 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF I � : I i � - . I � I � i NOTE: � i � THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR I ! I i ALL EXISTING DIMENSIONS ARE APPROXIMATE 0 . . FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR � 1 : � ART OF BASIC SERVICES UNLESS IT IS PART OF TO ENSURE THAT FINAL STRUCTURAL DESIGN AND I i I ND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. � i I i � WHILE NO "AS -BUILT" DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS : ! . i !, W I I ' I i � ! � � ! i DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECT'S DOCUMENTS ; I ,. I ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO i � � I ! PROFESSIONAL STANDARDS OF CARE. � I REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE ^,&# I THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE ! ; I i � I ' . CONTRACTOR. � ! I i � AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES LL I I � : I i � I NO STRUCTURE OR STRUCTURAL SUPPORTS WERE OBSERVED WILL BE ADDITIONAL SERVICES. I i I - I I I I � � i I I � OR RECORDED IN THESE DRAWINGS � I I � ! ; I ! I I 1� i I I I � � () . 11 I � � i I � 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION ! I I I : I WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR I I I i � � I I Microllarn LVL, Parallam PSL � � I I � � L P fl e (tight D/FINISH. I I i F � Backer block: Install tight to to ang 0 1 1 . or TimberStrand LSL I � I � i rs). Attach I I I to bottom flange with face mount hange I ; I I I ! � � I � I I � I .� I i � with 10-10d (S') box nails, clinched when possible. 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL " i I I � I � I i i I I EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION LL I I i I i I . i I I I . ! � . AND CONSTRUCT TEMPORARY STRU CTU RES/ENCLOSU RES AS MAY BE � � I - Load bearing or sh i � � I Top flange i ! ! � . � I (must stack over wall below) I hanger I ; I i . I I NECESSARY TO INSURE SUCH PROTECTION. I i I . ! I 0. I _____1 ---- 91 I � I I � � I .. � I . 2' 1 1 1 1 Face mount ; i I . � i I I ------ . I I � i . 4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED I I � . I I hanger i � I . I � � . CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT I � -Blocking panel : � TimberStrand LSL RIM BOARD ! � . 1. I I I I i i ... I I I . � I � I 4 i : OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 1 2 PIECES I D-4" 2 ROWS OF 16D NAILS 0 12* O.C. I I i i . I . I . I I :: i �i � I � 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ � � � I I I � I . I ------ . I I I I � . I I . For information 'on lateral I I SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL . �� I I ,� I � I load capacities refer to - 11 i INTEGRITY OF EXISTING HOUSE. � I . . I I Ir current TimberStrand LSL Filler block: Nail with 10-10d (3") . : � . . f I � � � I - I i rim board literature I -------- A, 2- 1 11 . I � I I I I " i i :box nails, clinched when possible. 6. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED , ---::::-_ _4 �] . . I I . I � . I i � Use 10-16d (3 1/2") box nails from ' . I I I � I I I I - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS I : . each side with TJI Pro 550 joists. I Web stiffeners are required i I I I I � I r . I � . I . ! i SARY, W/ ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH � . if the sides of the h'anger do : � I I I I i I I ; I � D-4* 2 ROWS OF 1/2" DIAM BOLTS 0 12" D.C. not laterally support � the TJI I I � i * With top flange hangers. backer DESIGN INTENT. 1 3 PIECES I Web stiffeners required : I �� I I I joist top flan �per current i I ! block required only when hanger each side at B1W � t - : ; ! I I r ' 7. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY I I I I Trus Joist MacMillan literature i f 1 3/4" Icrollarn LVL may also I I i i I I i � � I � .[::-:-_: : I � I i i be used as rim board , � 1 � i I OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES � 1: f - YPICAL DETAIL @ LOAD i 1 DESIGN INTENT. I I I TYPICAL DETAIL SH FRAt I � i TYPICAL DETAIL @ INTERSECTION OF I � � TYPICAL DETAIL @ EXTERIOR '� i � I BEARING WALLS 1 OF FLIJI �E I . WALLS � TYPICAL LVL ,GLULAM BOLTING/NAILING I : I AT MICROLLAM I !� :i � 8. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE I I I , . � � 'T DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION I I : � i : I WITH THE CONTRAC, I I : � ; I I � I � � : ! i MEANS METHODS SEOLIENCES WARRANTIES AND PROCEDURES AND FOR CONSTRUCTION SAFETY. I . � � I ADDITI. ; I I I & �� � I , ALTERATIONS � i I � I i AT: I � � ; ! ' � I ; I : � 6 � & 8 1 I � i I I i ; ,GILBERT I 1,; STRLt.- I I � � I I i ! ; i SOUTH I 1 YARMOUTH I I MA I . i . i i I I I I I � i i : I i . 0 FOR* I � STEPHEN, 'i i I I & i I I I �RUTH �; i ; ZAIMES i I � i � @ 2022 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 PERMISSION OF T I HE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOTTO BE USED FOR PERMITTING OR CONSTRUCTION I PURPOSES UNLESS STAMPED & SIGNED NTH AN ORIGINAL ARCHITECT'S � I STAMP AND SIGNATURE & MARKED I AS "PERMIT SE7 OR "CONSTRUCTION SE -P'. I I REGISTRATION . I � I .A�__,�� I I �, f - - -1 ���� _____ I I , 6v44IW41""Wl."r�g�-�-���� I M:__;i;Nr _______ - - - - " 42 , , V � t, - , " � xF �� I - it, . . I DATE: ; REVISIONS: I ; -1 1111111111111111111111 � I I I . I I � .1 - I ISSUED FOR: I DATE: I . I . IIIIIIIIIIIIIIIII � I I . I I PROJECT TRUE _J SHEET NO. I I ��; A*O - . IN SET: 7 . I THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF . WORKING DRAWINGS I i � i I i I I I I I I I : ! I � i I I ; : � � I � I I � � � _____. . . , I 1� I i --.I.------- _� --- � I I I ,.- I 1 I , , � - i � � : ; I I � I I , 11 � . � : ; . " ____ ___ - . -, , _ __-, __ - - � ___ __ - _ , ____ I I � ! __ __ __ L ___ I � , I - -_ --- � � I - - __ ___ , - - -_ � I , - - ____ - - __L__ __ - I ; � . I I . I �,__] --- - i I I 2022 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". I I THERMATRU INSULATED I FIBERGLASS DOOR W/ INTEGRATED SIDE LIGHTS PROPOSED WEST ELEV AT i i REVISIONS DATE: REVISIONS: ISSUED FOR: DATE PROJECT TRUE SCALE: 1/4"=V-0" 0 1 2 4 18 UNLESS OTHERWISE NOTED. SHEET N0. A 2 TOTAL NUMBER OF SHEETS IN SET: 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ' - - � I u I I I III I III I I �� � � I I S RIRCT P-1 nnR Am-. mmmtk I 0 � T LVLAl I I 3®1 3/4» X11 1/4" P FLUSH GIRT ILL I I I. I I I i 10» DIAM SONO TUBE 3X5X1 CONCRETE W NEW / 28 BIGFOOT FOOTING FOOTING BELOW EXISTING FDN WALL, TYP. II �1I i 1 I I I I I - a I _I I I t 1 I POST TO CARRY. RIDGE' , I NOT TO BE USED 5E PLANS ARE THE P FOR PERMITTING OR CONSTRUCTION I I I I PURPOSES ES UNLE SS STAMPED & SIGNED I I I I I , WITH AN ORIGINAL ARCHITECT S 1 I I STAMP AND SIGNATURE & MARKED I I I I S OR CONST RUCTION SET AS PERMIT ET EXISTING 2X6 , RAFTERS I I_ I I I I I I I I i _ I 1 I I I i I 2X 12 1 0 RAF- REGISTRATION F :-:77771 275 VI F I I .RS • I DBL HANGERS 16 I I I 2X6 WALL 0 C i I I I I I BLOCK FIRST 2 BAYS H Of I I -® � I I 40 O.0 MAX,TYP. EXISTING 2X6 CJ I - J I atter I n 3®1 3/4"X11 1/4" .LVL 1 I i I � ,- NEW BEAM r A I I I , r A.4 REVISIONS I I I' I 5 II DATE: _ `REVISIONS. r iI i I I i i 5» FRAMING O.H. 5.7 I � I EXISTING EXTERIOR WALL L -_ I I I I r� 1.75X9 .5 LVL LEDGER i `I BE YOND BEHIND I TO BE REMOVED I _ I I HANGER r I I _ I I I I NEW EXTERIOR WALL Y _I _II EXISTING 2X6 FLOOR FRAMING I I I I I I f I I I r FIRST FLOOR ALIGN NEW W EXISTIN G /V) FIRST FLOOR . �AALIGN - . — . — . — — IO.C.NEW � I 9.5 TJI 110 C� 16 0.I I W EXISTING NEW / , I DATION EXISTING CM U FOUNDATION I I I 3®2X 12 PT PROVIDE CEMENT BD. FROM BOT ISSUED FOR.... _ 3 COURSES OF B LOCK D GIRT DROPPED OF SHEATHING TO 6 BEL OW . I I INO FOOTING I I I li 1 GRADE . FOR CLOSURE, LOSURE TYP W DATE I 1� T LVLAl I I 3®1 3/4» X11 1/4" P FLUSH GIRT ILL I I I. I I I i 10» DIAM SONO TUBE 3X5X1 CONCRETE W NEW / 28 BIGFOOT FOOTING FOOTING BELOW EXISTING FDN WALL, TYP. II �1I 0c 2022 FRT 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 PARTTHEREOF 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".' REVISIONS DATE: REVISIONS: 01.01.23 CO DETECTORS & FIRE WALL ISSUED FOR: DATE: .. SCALE: 1/4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A. 4 TOTAL NUMBER OF SHEETS IN SET: 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS exceeds 5 cubic yards. One cylinder shall be broken at 7 days, two at 28 days, and one at bill days. A COPY OT all test reports snail De filed with the eng ineer. 5. A I reinforcing steel shall be de formed bars conforming to AST M A615 Grade 60. 6. 'All reinforcing steel shall be electrically groun ded in accordance with the National Elect I Code, as amended by the Massachusetts State Building Code. 7. The following mi nimuni cover shall be provided for reinfo rceme tit: 3" Concrete against the earth Formed concrete exposed to earth or weather #5 or smaller 1 #6 or larger 2 1 ^nnrafa n^f ay ncori fo earth nr weather slabs or walls % beams and columns 1 V U All continuous reinforcing bars shall be lapped 48 bar diameters at splices and at c orners unless otherwise noted. Terminate Ni NOT PERMITTED continuous bars at non -continuous ends with standard hooks. TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION WALL OPENINGS - HEADERS IN LOADBEARING WALLS & NON-LOADBEARING WALLS Structural Steel structural steel has been designed in accordance with the American Institute of Steel Construction (AISC) "Steel Construction Manual - Allowable Stress Design (15th Edition). 2. Structural steel fabrication and erection shall comp ly with the p ovisions of AISC's "Code of Standard Practice for Steel Buildings and Bridges (current edition). 3. Structural steel shall conform to the following: W sections HSS sections ASTM A500, Grade B, Fy=46 ksi Other structural steel shapes, plates, and bars ASTIVI A36, Fy=36 ksi Anchor bolts ASTM F1554 Grade 36 4. Lintel angles shall be provid ed at all masonry openings an d shall be hot d ipped galvanized. Provide L4x3 -1/2x3/8 for openings up to 4' -0" Provide L6x3-1/2x3/8 for openings from 4'-0" up to ii 5. All field welding shall be performed by an AWS certified welde qualified for the welds shown. GENERAL NAILING SCHEDULE tS architects interior designers builders General Notes: SOUTH YARMOUTH, MASSACHUSETTS, 02664 E F' fel (508) 362 - 8883 (508) 760 - 2800 The structural drawings shall be used in conjunction with the architectural, civil, mechanical, plumbing, and electrical drawings and the DEMOLITION NOTES: N specifications. The contractor shall verify the requirements of other trades as to items to be placed o r set in the structural work. 'OF ROOF: 2. The structure has been designed in accordance with the provisions of the International Building Code (IBC 20 15), the International Existing 1. CONTRACTOR SHALL'VISIT THE SITE TO VERIFY AND BE FULLY AWARE EXISTING Code (IEBC 2015), and the Commonwealth of Massachusetts8uilding Code Amendme nts (9th Edition). CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES BLOCKING TO RAFTER (TOE -NAILED) 2-8D 2-10D EACH END 3. ,Building The co�trlactor shall provide tempor ary shoring and bracing required to l erect and hold new structures in proper alignment until permanent RIM BOARD TOIRAFTER (END -NAILED ...... 2-16D 3-16D EACH END supports land lateral bracing are in place. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE W STATE & LOCAL REGULATIONS. 4. I The contractor is responsible for shoring and bracing the existing building components prior to the start of construction. Means and methods CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION: PERMITS. I l i , I TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4-16D 5-16D AT JOINTS of construction are exclusively the responsibility of the contractor. 3. I COORDINATE ALL DEMOLITION OPERATIONS W/ OWNER FOR SHUTDOWN PERIODS & SEQUENCES OF WORK. STUD TO STUD' (FACE NAILED) 2-16D 2-16D 24" O.C. 5. Where construction occurs within or adjacent to existing construction, the contractor shall field meas ure the existing building dimensions ARRANGE W1 OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE ISHUTOFFS BEFORE BEGINNING DEMOLITION HEADER TO HEADER (FACE -NAILED) 16D 16D 16" O.C. ALONG EDGES and components an d coordinate construction details with the actual dimensions. OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO AREAS AND ELEMENTS PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK � AND EXISTING FLOOW�.RAMING 6. The structure was designed for the following loads: TO REMAIN. THE,CONTRACTOR SHALL PERFORM THE WORK OF TH'IS —CONTRACT IN A MANNER THAT CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF THE BUILDING JOIST TO SILL,ITOP PLATE OR GIRDER (TOE -NAILED) 4-81D 4-10D PER JOIST Roof Snow Loads Ground Snow Load (Pg)=30 psf Flat Roof Snow (Pf)=25 psf (+drift where a pplicable) & SITE FOR THEIR INTENDED PURPOSE. BLOCKING TO JOIST (TOE -NAILED) BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 2-81D 2-10D EACH END 3-16D 4-16D EACH BLOCK Floor Live=40 psf 4. REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL' REGULATIONS. LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3 4-16D EACH JOIST -16D Hallways =80 psf 5. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN THE DEMOLITION WORK. JOIST ON LEDGER TO BEAM (TOE -NAILED) BAND JOIST TO JOIST (END -NAILED) 3-8D 3-10D PER JOIST 3-16D 4-16D PER JOIST Stairs=100 psf PLUMBING, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR OTHER AREA SCHEDULED FOR BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-116D 3-16D PER FOOT Wind Loads DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT. - ...... 7777777777777:7� 77'. �_."7777 Basic Wind Speed (V) 140 mph (3 second gust) 6. THE EXTENT OF Al SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W/ THE CONTF ZACTl DOCUMENTS. ROO SHEATHING�,��:,:,:�,: Wind Impo rtance Factor (1) 1.0 Risk Category 11 7. PATCH /REPAI R/REFIN I SH, AS REQUIRED, ALCSURFACES EXPOSED BY DEMOLITION WORK CONTRACTOR SHALL i WITH MATERIALS & METHODS TO MATCH FINISH AND MAKE FLUSH EXISTING ADJACENT SURFACES. WORK WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 0. C. 8D 10D 6" EDGE 6" FIELD JW/ OVER 16" O.C. 8D 10D 4" EDGE 4" FIELD Wind Exposure SHALL INCLUDE ALL: LABOR & MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE i RAFTERS OR TRUSSES SPACED Earthquake Design Data TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W1 MANUF:"/--�ICTURER'S SPECIFICATIONS. GABLE ENDWALL RAKE 'OR RAKE" rRUSS W/O GABLE OVERHANG RAKE :OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS 8D 10D 6" EDGE 6" FIELD 8D 10D 6" EDGE 6" FIELD Sei simic Importance Factor 1=1.0 8. CAP & REMOVE ALL�ABANDONED ELECTRICAL, PLUMBING, MECHANICAL, AND FIRE PROTECTION ITEMS GABLE ENDWALL GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8D 10D .4" EDGE 4" FIELD D Risk Category BACK TO SOURCE. T IN A 0 77777777__---.,'. fv Mapped Spectral Accelerations =0. 150 S1=0.054 Ss i 9. WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF UL. Site Class D (Assumed) NEW FINISH, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE,OR REMOVE AND REPLACE ANY EXISTING GYPSUM WALLBOARD 5D COOLERS 7" EDGE 10" FIELD Spectral Response Coefficients SDS=0-160 SD1 =0.086 LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL. I Seismic Design Category B �structu :WALL, �lktAfl Basic Seismic -force Resisting System Light framed wood wa Ils sheathed with wood I pane Is rated for shear resistance Seismic Response Coefficient CS=0.025 WOOD STRUCTURAL PANELS Response Modification Factor R=6-1/2 FRAMING NOTES: STUDS SPACED UP TO 24" O.C. 8D 10D 6" EDGE 12" FIE LD Analysis Procedure Used Equivalent Lateral For e Analysis 8D 3" EDGE 6" FIELD 1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P.F. (SPRUCE -PINE-FIR) GRADE NO. 1 AND 2 1/2" AND 25/32" FIBERBOARD PANELS 0 Shop Drawings and Specli fications OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (i SHALL 1/2" GYPSUM WALLBOARD 5D COOLERS 7" EDGE 10" FIELD 1. I steel shall be submitted to the Shop drawings reviewed by the gen erall contractor fo I the reinforcing steel and structura engineer and a BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (i SHALL BE 400 P.S.I. THE MINIMUM 1 777777, ."�Il - S I . , . "' , I .,., W". HEATH ....... stamped approval received bef ore fabrication can proceed. Erection shall be made from approved shop drawings only. Concrete mix design ALLOWABLE MODULUS OF ELASTICITY (E) Si BE 1,400,0001 WOOD STRUCTURALPANELS shall be submitted for approval before concre te is poured. 2. ALL LVLS TO BE BOISE CASCADE OR I -LEVEL WEYERHAUSER VERSA -LAM 31 OOFB OR A PPROVED EQUAL. 2. specifications Changes, sub stitutions, or omissions made by the general contractor or their subcontractors to the c ontract documents shall be submitted THE MINIMUM ALLOWABLE BENDING STRESS (i SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM 1"OR LESS 8D 10D 6" EDGE 12" FIELD to the engineer for approval. The submission shall highlight and note the proposed change, substitutio i or omissions to the contra ct 1.7 2650 1 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE WITH'THE 1" 10D 16D 6" EDGE 6" FIELD documents which do not follow this approval procedure shall be considered not approved. MANUFACTURER'S INSTRUCTIONS. ;EXTERIOR GREATER THAN 0 3. USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" Soil Conditions and Structural Fill STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHIl AND 1/2" EXTERIOR STRUCTURAL GRADE 1 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. All footings shall be carried to the depths shown and deepe r, if required, and shall rest on undist urb ed soil having a safe bearing 1 4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT ssure of 20 00 psf. The owner shall engage the services o a geotechnical engineer I tered in the Commonwealth of PARTITION. DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON, NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. pre Massachusetts to ensure that the above requirements are met. Thi s office is not qualified to determine s 'oil bearing capacities or 5. USE FULLY NAILED METAL CONNECTORS (Ti SIM PSON, Ol APPROVED EQUAL), JOIST, OR BEAM HANGERS WHEN 2. Subsurface preparation. No footing shall be placed on frozen soil or in' standing water. JOISTS OR BEAMS FRAME FLUSH INTO OTHER JOISTS OR BEAMS. :PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 0 3. Structural fill shall be well graded bank run, screened or crushed gravel, and shall be placed in accordance with the geot echnical I report and compacted to 95% of maximum d I density as determined by ASTM D1 557. 6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIl POST �SUPPORTS FOR DOUBLES AND BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED WALL CONNECTIONS FOR ENDWALL ASSEMBLIES Provide a minimum of 6" (or greater if required by the geotechnic I engineer) well compacted, clean, coarse sand and gravel under SOLID 4XIS OR 6X6 LVL MINIMUM POSTS FOR TRIPLE ON THE PLAN. :WALL, �H _10 all slabs on grade after the topsoil has been removed. UPLIFT 8 12 14 1 8 T 16 1 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM' iWOOD GLUE TO BE CONTECH, INC. STUD SPACING TO' ST(il `NO. OF I ,,,16D:,COMM . ON,44AILS �(FNDNA'll PLATl Concrete PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. 127 12" O.0 2 2 2 2 2 2 2 Concrete work shall conform to the latest American Concrete Institute (ACI) code for Building Code Requirements for Reinforced 8. BUILT-UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAll LUMBER SHALL BE FULLY SPIKED 16" O.0 169 2 2 2 2 2 2 2 Concrete. TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY M AXIMUM) TO BE THRU-BOLTED WITH 1/2 24" O.0 253 2 2 2 3 3 3 4 All Concrete shall attain a minimum compressive strength of 4000psiat 28days except the concrete slab shall attain a minimum INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS S, AGGERED TOP AND BOTTOM AT 16 -URER. Compressive strength of 3500 psi at 28 days. i O.C. OR AS OTHERWISE REQUIRED BY THE MANUFAC1 3. aximum qua i Concrete shall not contain slag or silica fume and, if using fly-as� the m ; . ntityper w eight of cement shall be 20 9. ALL MANUFACTUREIRED FLOOR I -JOISTS TO BE DESIGNED BY T-IE SUPPLIER/MANUFACTURER.' SUBMIT 4. I l y when concre A set of four (4) concrete test linders shall be taken by an indepe indent concrete testing lab on each da te placerne CY i SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR FABRICATION. i i TOP PLATE SPLICE exceeds 5 cubic yards. One cylinder shall be broken at 7 days, two at 28 days, and one at bill days. A COPY OT all test reports snail De filed with the eng ineer. 5. A I reinforcing steel shall be de formed bars conforming to AST M A615 Grade 60. 6. 'All reinforcing steel shall be electrically groun ded in accordance with the National Elect I Code, as amended by the Massachusetts State Building Code. 7. The following mi nimuni cover shall be provided for reinfo rceme tit: 3" Concrete against the earth Formed concrete exposed to earth or weather #5 or smaller 1 #6 or larger 2 1 ^nnrafa n^f ay ncori fo earth nr weather slabs or walls % beams and columns 1 V U All continuous reinforcing bars shall be lapped 48 bar diameters at splices and at c orners unless otherwise noted. Terminate Ni NOT PERMITTED continuous bars at non -continuous ends with standard hooks. TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION WALL OPENINGS - HEADERS IN LOADBEARING WALLS & NON-LOADBEARING WALLS Structural Steel structural steel has been designed in accordance with the American Institute of Steel Construction (AISC) "Steel Construction Manual - Allowable Stress Design (15th Edition). 2. Structural steel fabrication and erection shall comp ly with the p ovisions of AISC's "Code of Standard Practice for Steel Buildings and Bridges (current edition). 3. Structural steel shall conform to the following: W sections HSS sections ASTM A500, Grade B, Fy=46 ksi Other structural steel shapes, plates, and bars ASTIVI A36, Fy=36 ksi Anchor bolts ASTM F1554 Grade 36 4. Lintel angles shall be provid ed at all masonry openings an d shall be hot d ipped galvanized. Provide L4x3 -1/2x3/8 for openings up to 4' -0" Provide L6x3-1/2x3/8 for openings from 4'-0" up to ii 5. All field welding shall be performed by an AWS certified welde qualified for the welds shown. ADDITIONS ALTERATIONS AT* 6� 8. GILBERT STREET SOU Tri YARMOUTH, M�A 'PREPARED� STEPHEN RUTH ZAIMES PROJECT # 380922 I 2022 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 SHAL 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 PERM17NG OR CONSTRUC11ON PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION SEr,. REGISTRATION ft OF AYL�3:m ISSUED FOR: DATE: e I S PROJECT TRUE SCALE: 1/4"=V-0" 1 EM E 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*5 TOTAL NUMBER OF SHEETS IN SET: 7 ri-F-ft tS architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 fel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM ADDITIONS ALTERATIONS AT* 6� 8. GILBERT STREET SOU Tri YARMOUTH, M�A 'PREPARED� STEPHEN RUTH ZAIMES PROJECT # 380922 I 2022 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 SHAL 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 PERM17NG OR CONSTRUC11ON PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION SEr,. REGISTRATION ft OF AYL�3:m ISSUED FOR: DATE: e I S PROJECT TRUE SCALE: 1/4"=V-0" 1 EM E 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*5 TOTAL NUMBER OF SHEETS IN SET: 7 2022 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'. REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: SHEET NO. EX* 1 TOTAL NUMBER OF SHEETS N SET: 7 THIS SHEET 'INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS I i i r , 1 I i I : I: i i I I, II I II I i I I I I f {: I, I I , i I i I I I I I f I I I I 2022 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'. REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: SHEET NO. EX* 1 TOTAL NUMBER OF SHEETS N SET: 7 THIS SHEET 'INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ---- -=-- -- -_--- - --- ---= j • 01.01.23 CO DETECTORS & FIRE WALL �I 101 C-j I r ., k05 ----- S LIGHTSKYLIGHT------------------------------- ABOVE ABOVE I REVISIONS DATE: REVISIONS: 01.01.23 CO DETECTORS & FIRE WALL ISSUED FOR: DATE: