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Home My WebLink AboutNOI 54 Hawes AveCover SheetPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/25LIST OF DRAWINGS ID A-2.1 A-2.2 A-2.3 A-3.1 A-4.1 S-2.1 G1.0 G1.1 G1.2 Name Cover Sheet Bmt. & First Floor Plans Second Floor Plan Roof Plan Exterior Elevations Building Section Roof Framing, Hold-Downs, Shearwalls Shearwall Cover Sheet Structural Details 1 Structural Details 2 Original Release Date 9-10-2025 9-10-2025 9-10-2025 9-10-2025 9-10-2025 9-10-2025 9-10-2025 9-10-2025 9-10-2025 9-10-2025 Revision # Date GENERAL NOTES 1) The general contractor is responsible for all requirements outlined in the Massachusetts Building Code 9th edition; the IRC 2015 edition, the 2021 IECC; and all municipal codes & ordinances. All structural, mechanical, and electrical work shall comply with governing codes as administered by municipal building officials and shall be considered as part of these construction drawings. 2) The general contractor shall investigate and verify all dimensions and existing conditions. 3) All contractors and sub-contractors shall carry insurance as will the project owner from claims from damages and personal injuries which may arise in connection with this project. 4) The contractor shall provide all equipment, labor and materials necessary for the proper execution and completion of the work in accordance with these plans. 5) Drawings are not to be scaled. Notify the architect of any dimensional discrepancies. 6) The drawings, speciﬁcations and other documents prepared by the architect for this project are for use solely with respect to this project, and the architect shall be deemed the author of the documents and shall retain all common law, statutory and other deserved rights, including copyright. The architect’s drawings, speciﬁcations and other documents shall not be used by the owner or others on any other project. 7) The architect and architect’s consultants shall not be held responsible for the discovery, presence, handling, removal or disposal of, or exposure of persons to toxic or hazardous materials in any form at the project site. 8) Any substitution of materials or methods shall be approved by owner and/or architect. Addition to the Mahoney Residence 54 Hawes Avenue Barnstable, MA 02543 ARCHITECT: Peter McDonald Architect, LLC. PO Box 888 North Eastham, MA 02651 (508) 240-0843 STRUCTURAL ENGINEER: McKenzie Engineering Consultants PO Box 1879 44 Underpass Rd. Unit 2 Brewster, MA 02631 (774) 353-2144 GENERAL CONTRACTOR: Markwood Builders 10 Breed's Hill Rd. Unit 10 Hyannis, MA 02601 508-778-0734 CIVIL ENGINEER: Down Cape Engineering, Inc. 939 Rte 6A., Suite C Yarmouth Port, MA 02675 508-362-4541 A-2.1Bmt. & First Floor PlansPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/253 A-3.1 1 A-3.1 4 A-3.1 2 A-3.1 106 E X I S T I N G B E D R O O M #1 B AT H R O O M #1KITCHEN D I N I N G R O O M L I V I N G R O O M SI T T I NG AR E A E N T R Y S T E P S P AN T R Y C L O S E T S I D E D E C K R EF .W AL L O V E N C O O K T O P W H I R L P O O L E X I S T I N G B U L K H E A D O F F I C E / B E D R O O M #2 G R I L L U P F L AT R O O F O V E R HA N G S A B O V E D E C K M U D R O O M W D L A U N D R Y 1 /2 B AT H N E S W E X I S T I N G G A R AG E C L O S E T U P C L O S E T 1 A-4.1 1 A-4.1 33'-0 3/4"14'-0"24'-1 1/2" EXIST. ELECT. PNL.BENCH3 3 2 8 88 2 2 42 1 8 E X I S T I N G C R A W L S P AC E E X I S T I N G L O W E R L E V E L B A S E M E N T E X I S T I N G B A S E M E N T E X I S T I N G B U L K H E AD S T A I R S N E S W O I L F UR N AC E EXISTING HOUSE3 A-3.1 1 A-3.1 1 A-4.1 2 A-4.1a 2 A-4.1a 6'-9 1/2"23'-0"8'-4" COL & FOOTING COL & FOOTING SCALE: 1/4" = 1'-0"2 First Floor Plan Existing To Remain SCALE: 1/4" = 1'-0"1 Basement Plan Existing To Remain A-2.2Second Floor PlanPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/25135.12 sq ft 3 A-3.1 4 A-3.1 2 A-3.1 1 A-4.1 1 A-4.1 4'-3 1/2" +/-6'-8 1/4"6'-7 1/4" 1'-0" 5'-6 1/2"10'-5"5'-7"5'-6"6'-1"4'-5"4'-3 1/2" 2'-0"2'-1"EQ.EQ.4'-1"2'-5"3'-2 1/2"3'-11"1'-10"1'-7"5'-10" +/-3'-6" +/-5'-6"1'-4"G G D H H 207 206 204 203 201 J E F E X I S T I N G B A T H R O O M #3 F R O N T D E C K E X I S T I N G AT T I C S T O R AG E S P A C E N D N . C L . C L . N E W B E D R O O M #6NEW B A T H R O O M #4 C L . L .C . C L . E X I S T I N G B E D R O O M #5 E X I S T I N G B E D R O O M #4 E X I S T I N G B E D R O O M #3 F AC E O F F R AM E C.L. U N I T C.L. ST UDFACE OF FRAMEFACE OF FRAMEC.L. STUDFACE OF FRAMEF AC E O F F R AM E F AC E O F F R AM E C .L . M U L L F AC E O F F R AM EC.L. UNIT(R E M OD E L L E D) C .L . S T UD NEW (LOWER LEVEL) PITCHED ASPHALT SHINGLE ROOF EXISTING CORNER & WALL SECTION W/DOOR TO REMAIN. BUILD NEW WALL IN LINE W/ EXISTING. HATCHED AREAS SHOW INFILL @ DEMO'D WINDOWS (2) 2X4 STUD MULL EXISTING OCTAGONAL WINDOW NEW WINDOW @ EXISTING WALL (2) 2X4 STUD MULL OUTLINE OF WALLS BELOW EXISTING ACCESS TO ATTIC STORAGE CUTOUT IN ROOF TO FIT NEW WINDOW 8 8 2 1 A-3.1 2 A-3.1 1 A-4.1 1 A-4.1 1'-4"E X I S T I N G B A T H R O O M #3 F R O N T D E C K E X I S T I N G AT T I C S T O R AG E S P A C E N E S W D N . C L . C L . E X I S T I N G B E D R O O M #5 E X I S T I N G B E D R O O M #4 E X I S T I N G B E D R O O M #3 DEMO WALL AS REQ'D FOR NEW DOOR DEMO WALL AS REQ'D FOR NEW HALLWAY DEMO WALL PAST DOOR JAMB. KEEP EXISTING DOOR IN PLACE DEMO WALL AS REQ'D FOR NEW WINDOW REMOVE (2) WINDOWS REMOVE EXISTING FLAT RUBBER ROOF OVER FIRST FLOOR SPACE IN PREPARATION FOR NEW (LOWER LEVEL) PITCHED ASPHALT SHINGLE ROOF & SECOND FLOOR EXTENSION. SCALE: 1/4" = 1'-0"2 Proposed Second Floor Plan SCALE: 1/4" = 1'-0"1 Existing / Demo Second Floor Plan F R A M IN G N O T E @ 2 N D F L O O R : C O -O R D INA T E S H E A R W A L L A ND HO L D -D O W N R E Q U IR E M E N T S AT T HIS F L O O R A S S H O W N O N D R A W ING S -2 .1 A-2.3Roof PlanPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/25NEW ROOF SHOW N HAT CHED, T YP. ARCHIT EC URAL ASP HAL T SHING L ES T O MAT CH EXIST ING EXIST ING ROOF/DORMERS, T YP. CUT -OUT IN SLOPED ROOF W/ LOW-PIT CH RUBBER ROOF FOR EGRESS WINDOW OPENING EXIST ING CHIMNEY LOCAT ION C HI MNEY HEIG HT T O BE EXT ENDED AS R EQ 'D T O MEET CODE REQUIR EMENT NEW AL UMI NUM GUT T ER W/ DOWNSPOUT S, T YP. ENEW R OOF CREAT ES G ABL E POPUP ABOV E EXIST ING RIDGE SCALE: 1/4" = 1'-0"1 Roof Plan A-3.1Exterior ElevationsPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/25NEW HIP ROOF @ OPPOSITE SIDE RISES ABOVE EXISTING ROOF RIDGE. FINISH GABLE W/ PAINTED PVC STOCK E X I S T I NG H O U S EPROPOSED ADD I T I O N EXISTING HOUSEPROPOSED ADDITION3'-0"EX I S T I N G H O U S E O P E N EXISTING HOUSEPROPOSED ADDITIONP R O P O SE D ADDI T I O N NEW LOW PITCH HIP ROOF +/-3" PITCH ARCHITECTURAL ASPHALT SHINGLES ADJUST PITCH SO RIDGE HITS CORNER OF DORMER WALLS NEW WINDOW IN EXISTING WALL CREATE CUTOUT IN LOWER ROOF TO ACCOMODATE UNIT WINDOW TRIM: PAINTED PVC 1X4 CASINGS 2" HISTORICAL SILLS, TYP. ALL EAVE TRIM: 1X___PVC PAINT FINISH, TYP. WHITE CEDAR SHINGLES, TYP. NEW HIP ROOF 4 PITCH ARCHITECTURAL ASPHALT SHINGLES EXISTING EAVE CONSTRUCTION TO REMAIN EXTEND CHIMNEY TO HEIGHT OF 36" ABOVE RIDGE 20'-0 1/8"G D G E X I S T I N G H O U S E P R O P O SE D ADDI T I O N O P E N EXISTING HOUSEPROPOSED ADDITIONOVERLAY NEW HIP ROOF OVER EXISTING SHED ROOF NEW HIP ROOF STOPS @ EXISTING RIDGE AND FORMS GABLE. EAVE @ EXISTING SHED ROOF BUTTS INTO FASCIA @ NEW ROOF Window Schedule ID D E F G H J Manufacturer Andersen Andersen Andersen Product Series A-Series A-Series A-Series Type Double Hung Double Hung Double Hung Unit Dimensions W x H 2'-11 1/4"×4'-3 1/4" 2'-7 1/4"×4'-3 1/4" 3'-1 1/4"×3'-7 1/4" 1'-11 1/4"×4'-3 1/4" 2'-5 1/4"×3'-3 1/4" 1'-11 1/4"×1'-11 1/4" Rough Opening W x H Notes Egress Unit. Hinge on right (as viewed from exterior) Hinge on left (as viewed from exterior) Interior Door Schedule ID 201 203 204 207 Manufacturer Type Bifold Hinged Hinged Hinged Leaf Size 2'-8"×6'-6" 2'-4"×6'-6" 2'-8"×6'-6" 2'-4"×6'-6" NOTES W I N D O W S G E N E R A L N O T E S 1 E X T E R I O R C OL OR : W HI T E 2 I NT ER I OR C OL O R : B I R C H B AR K W HI T E 3 OP E R AT OR H AR D W AR E : T R AD I T I ON AL I N W HI T E 4 O P E R ABL E AW N I N G S AN D C AS E M E N T S T O HAV E C OR R O S I ON R E S I S T AN T H AR D W AR E , T YP. 5 D O UB L E H U N G W I N D O W S T O H AV E F UL L SC R E E N S 6 P R OV I DE PR I C E DI F F E R E NC E F OR T R U-SC E NE V S. ST AN D AR D S C R E E N S 7 D O N O T P UR C HASE W I N D O W S UN T IL AR C HI T E C T & O W N E R HAV E R E V I E W E D W I N D O W OR DE R /S H O P D R AW I N G S IN T E R I O R D O O R G E N E R A L N O T E S 1 DO O R SL AB S : SI M P SON , 1 3/8 " T HIC K , 2-P AN E L , F L AT P AN EL , OV O L O ST I C K ING . (F OR P R I C I N G O NL Y ) 2 H AN D L E SE T S: E MT E K LE V ER H AN DL E S ST YL E AN D F I NI SH T .B.D. 3 S Q UA R E C O R N E R H I N G E S F I N I S H T O MAT C H H AN DL E -SE T S . SCALE: 1/4" = 1'-0"1 South Elevation SCALE: 1/4" = 1'-0"2 West Elevation SCALE: 1/4" = 1'-0"3 North Elevation SCALE: 1/4" = 1'-0"4 East Elevation A-4.1Building SectionPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/25+/- 11"7'-4 1/2"7'-2" +/-ESTIMATED CEILING HEIGHT3'-4" +/-2'-4" +/-ESTIMATED SILL HEIGHTEXTERIOR GRADE 4" 12" PLATE HEIGHT GLASS PANELGLASS DOOR SECOND FLOOR FIRST FLOORFACE OF PLYWDFACE OF BLOCKINGADJUST PLATE HEIGHT AND OR OVERHANG TO ALLOW NEW DRIP-LINE TO ALIGH W/ EXISTING. ADJUST PLATE HEIGHT AND OR OVERHANG TO ALLOW NEW DRIP-LINE TO ALIGH W/ EXISTING. SET WINDOW UNIT R.O. DIRECTLY BELOW HEADER TILED LOW WALL EXISTING 2X10 @ 16" O.C. CEILING JOISTS: 2X10 @ 16" O.C. SCALE: 1/2" = 1'-0"1 Building Section S-2.1Roof Framing, Hold-Downs, ShearwallsPeter McDonald Architect, LLCPO Box 888North Eastham, MA 02651Phone: 508-240-0843www.capecodarch.comMahoney Residence54 Hawes AvenueBarnstable, MA 02601Print Date:9/10/25Construction SetFile: Mahoney Phase 2 WIP 2025-09-10.pln Print Date: 9/10/25EXISTING DORMER ROOF NEW ROOF STOPS @ EXISTING RIDGE & FORMS GABLE. EAVE LINE, TRIM & FRAMING TO REMAIN @ LOWER LEVEL ROOF NEW "UPPER LEVEL" PITCHED ROOF WALLS SHOWN BELOW ARE @ 2ND FLOOR NEW "LOWER LEVEL" PITCHED ROOF. WALLS SHOWN BELOW ARE @ FIRST FLOOR 4X 6 P O S T D N . 4X6 P O S T D N. 4X 6 P O S T D N .2X10 RAFTERS @ 16" O.C.2X10 RAFTERS @ 16" O.C.2X10 RAFTERS @ 16" O.C.RIDGE: 2X12HIP: (2) 2X12OVERLAY ROOFHEADER: (3) 2X6 HEADER: (3) 2X6HEADER: (3) 2X6RIDGE: (2 ) 1 3/4" X 11 7/8" LVLS 2X10 RAFTERS @ 16" O.C.2X10 RAFTERS @ 16" O.C.HIP: (2) 2X12(3) 2X10 CEILING JOIST TO SUPPORT POST TO HEADER HOLD-DOWN DESIGNATION 2J, 3K 2J, 3K (2) 2X4 STUD MULL (2) 2X4 STUD MULL2J, 3K 2J, 3K (2) 2X4 STUD MULL 2J, 1K2J, 1K2J, 1K2J, 1K SHEAR-WALL DESIGNATION 1 1 1 1 1 P 1 1 P 1 SCALE: 1/4" = 1'-0"2 Roof Framing Plan SCALE: 1/4" = 1'-0"1 2nd. Fl. Shear Walls & Hold-Downs STRUCTURAL 9-11-25 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THEMASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILYDWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICHIS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE.2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCEWITH AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), "WOOD FRAMECONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM),"AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERSTRUCTURES (ASCE7-10)." THE BASIC WIND SPEED FOR THE DESIGN OFTHIS STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURECATEGORY 'C'.3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCALBUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IFTHE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BECOMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALLCONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHENTHE INSPECTION(S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURETHAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FORINSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THESTRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FORINSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BEGIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'SEXPENSE.4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESECONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCEWITH CATALOG C-2014. IT IS THE RESPONSIBILITY OF THE CONTRACTORTO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS.5. ALL ENGINEERED LUMBER PRODUCTS TO BE I-LEVEL TRUS JOIST (OREQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS.1532" PLYWOOD - (EDGES BLOCKED)8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGESAND 12" O.C. FIELD.NOTE : FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTEDABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 12").GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BEUSED AS A SUBSTITUTE.1532" PLYWOOD - (EDGES BLOCKED)8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGESAND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGESSHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BESTAGGERED.1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDSAT EACH END OF THE WALL.2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16dNAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BEA MINIMUM OF 4'-0" LONG.3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE ANDBELOW ALL OPENINGS IN SHEARWALL.4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALLENDS WITH (2) 16d NAILS AT 4" O.C.5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS.1. PROVIDE (2) 1 34" WIDE LVLS UNDER INTERIOR SHEARWALLS WHENPARALLEL TO THE FLOOR FRAMING DIRECTION. IF CS 16 COIL STRAPS ARESPECIFIED AS HOLDDOWNS AT THE END OF THE SHEARWALL, WRAP THESTRAP(S) AROUND THE (2) 1 34" WIDE LVLS AS SPECIFIED, WRAPPING THESTRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL IS A HDUTYPE, SUBSTITUTE (2) 1 34" WIDE LVLS WITH 3 12 WIDE PARALLAM (MIN). SEEDETAIL . ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS.2. PROVIDE 3 1/2" WIDE PARALLAM PSL BLOCKING OR (2) 1 34" WIDE LVLBLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW AREPERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY.3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THERIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O.C. ORW/ (2) 10d TOE NAILS PER 12".1231. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOFWITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9) 10d x 1 12 NAILS TO THESTUD AND (6) 10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BEAPPLIED DIRECTLY TO 2x FRAMING.NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ONTHE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) CS16 COIL STRAP AND(7) 10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THECLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERYOTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWNLOCATIONS. CS16 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING.3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMINGSHALL BE ATTACHED TO THE BEAM WITH (1) LTS12 TWIST STRAP AT 16" O.C.(CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIEDDIRECTLY TO 2x FRAMING.4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (1)CS16 STRAP AT 32"O.C. PROVIDE (6) 10d NAILS TO STUD AND (6) 10d NAILS TO RIM BOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32"O.C.5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL )*ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATECAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACKSTUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIREDNAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THEFOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2xFRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATEIS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB.NOTE :1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OFTHE HEADER (EXCEPT HERE NOTED).2. PROVIDE (1) SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THEWALL, WITH (3) 10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TOKING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMEDWALLS BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSSTHE RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZEREFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSPCONNECTOR FROM EACH KING STUD TO THE SILL PLATE.3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE 'D' ANDABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TOTHE OPENING.1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGEWITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVERROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS.2. ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OFTHE EXTERIOR WALL WITH (1) H2.5A CONNECTOR. CONNECTOR TO BEAPPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL.ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. TSPCONNECTOR PER NOTE '1', "WALL FRAMING UPLIFT CONNECTIONS", IS NOTREQUIRED WHEN USING (1) H2A AT EVERY RAFTER.3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THEEXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THEBLOCKING AT 6" O.C. PROVIDE 'V' NOTCH IN BLOCKING TO PROVIDEADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHEDDIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBCCONNECTOR.54 HAWES AVE.HYANNIS, MA MAHONEY ADDITION MAHONEY ADDITION54 HAWES AVE.HYANNIS, MAHEADER SIZEHEADER TO JACK STUDJACK STUD TO SOLE PLATEL= 1'-0" TO 4'-0"(1) LSTA 9(1) SP4 *L= 4'-1" TO 6'-0"(2) LSTA 9L= 6'-1" TO 8'-0"(2) LSTA 12L= 8'-1" TO 10'-0"(2) LSTA 15(2) SPH6 *(2) SP4 *(2) SP4 *1231532" PLYWOOD - (EDGES BLOCKED)8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGESAND 12" O.C. FIELD.WALL TYPESOLE PLATE CONNECTION TO RIM BOARD(3) - 16d COMMON WIRE NAILS PER 16"(4) - 16d COMMON WIRE NAILS PER 16"(3) - SIMPSON SDS25312 (14" x 312")WOOD SCREWS PER 16"58" dia. ANCHOR BOLTS AT 32" o.c.NOTE : ANCHOR BOLTS REFERENCED ABOVE TO BE 58" DIAMETER A307STEEL ANCHOR BOLTS WITH 3"x 3"x 14" PLATEWASHER WITH 7"MINIMUM EMBEDMENT INTO CONCRETE.ALTERNATE : TITEN HD BOLTS WITH 3"x 3"x 14" PLATEWASHERSHEARWALL HOLDDOWN TYPESHEARWALL TYPESHEARWALL HOLDDOWNSHEARWALLPERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOWOPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE.# OF KING AND JACK STUDS AT OPENINGSXK XJP111ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORKPRIOR TO CONCRETE POUR. USE APPROPRIATE ANCHORMATE DEVICE.**(1) - CS 16 COIL STRAP W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN STRAPIS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 212" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING.APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *.(2) - CS 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHENSTRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d(0.131 x 2 12" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OFSTRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPSARE APPLIED TO 4x OR LARGER POST) *.21(3) - CS 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHENSTRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d(0.131 x 2 12" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OFSTRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPSARE APPLIED TO 6x OR LARGER POST) *.3HDU8-SDS2.5 W/ SSTB28 ANCHOR BOLT**. ATTACH HDU TO 4 12" (MIN)OF 2X OR GREATER FRAMING MATERIAL AND 78" THREADED ROD.CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW78 COUPLERNUT.8HDU4-SDS2.5 W/ SSTB20 ANCHOR BOLT**. ATTACH HDU TO 3" (MIN) OF2X OR GREATER FRAMING MATERIAL AND 58" THREADED ROD. CONNECTTHREADED ROD TO ANCHOR BOLT WITH CNW58 COUPLER NUT.49-11-25 MAHONEY ADDITION54 HAWES AVE.HYANNIS, MAMIN. REBAR LENGTHMIN. REBAR LENGTH(PER DETAIL )*NOTEDRILL HOLE FOR THREADED RODTHROUGH PARALLAM AND ATTACH W/NUT AND 3"x 3"x 14" PLATE WASHERALTERNATEATTACH OPPOSING RAFTERS BELOWRIDGE BEAM OR RIDGE BOARD WITH2 x 4 COLLAR TIE AS SHOWN. RIDGESTRAPS NOT REQUIRED WHENUSING A COLLAR TIE.NOTES1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWSOF 16d (0.162"x 3.5") NAILS AT 6" 0.C. FOR 2ND STORY SHEARWALLS.2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWSOF 16d (0.162"x 3.5") NAILS AT 4" 0.C. STAGGERED FOR 1ST STORYSHEARWALLS.NOTES1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWSOF 16d (0.162"x 3.5") NAILS AT 6" 0.C. FOR 2ND STORY SHEARWALLS.2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWSOF 16d (0.162"x 3.5") NAILS AT 4" 0.C. STAGGERED FOR 1ST STORYSHEARWALLS.OPENINGSILL PLATEJACK STUDS(# PER PLAN)KING STUDS(# PER PLAN)CS16 STRAP(APPLIED PER GSN)(# PER PLANS)HOLDOWN(PER PLAN)THREADED RODCNW COUPLERREBARDSP (PER GSN)ANCHOR BOLT(PER GSN)SSTB HOLDOWN ANCHOR3" to 5"NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSONMANUFACTURER'S SPECIFICATIONS.45°12 58"16 58"20 58"24 78"28 78"24"SSTB HOLDOWN ANCHORPOSITION IN WALL PERSIMPSON MANUFACTURER'SSPECIFICATIONSEDGE DISTANCE1.75" FOR 2X4 WALL2.75" FOR 2X6 WALLMIN #4 REBARMIN. REBAR LENGTHSSTB16SSTB20SSTB24SSTB28SSTB34SB1x30MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH5/85/85/87/87/8150"58"66"74"82"96"NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSONMANUFACTURER'S SPECIFICATIONS.12 58"16 58"20 58"24 78"28 78"24"SSTB16SSTB20SSTB24SSTB28SSTB34SB1x30MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH5/85/85/87/87/8150"58"66"74"82"96"NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSONMANUFACTURER'S SPECIFICATIONS.12 58"16 58"20 58"24 78"28 78"24"SSTB16SSTB20SSTB24SSTB28SSTB34SB1x30MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH5/85/85/87/87/8150"58"66"74"82"96"HDU HOLDOWN(PER PLAN)CS16 STRAP(APPLIED PER GSN)(# PER PLANS)THREADED ROD3" TO 5"SILL PLATEANCHOR BOLT(PER GSN)SSTB HOLDOWN ANCHORCNW COUPLER#4 REBAR*DSP (PER GSN)BUILT UP CORNER STUDSEDGE DISTANCE1.75" FOR 2X4 WALL2.75" FOR 2X6 WALLSSTB HOLDOWN ANCHORPLACE SSTB ARROW ON TOPOF ANCHOR DIAGONAL INCORNER APPLICATION#4 REBAR3" TO 5"SILL PLATEANCHOR BOLT(PER GSN)DSP (PER GSN)#4 REBARSSTB HOLDOWN ANCHORTHREADED RODHDU HOLDOWN(PER PLAN)CS16 STRAP(APPLIED PER GSN)(# PER PLANS)(PER DETAIL )BUILT UP CORNER STUDSEDGE DISTANCE1.75" FOR 2X4 WALL2.75" FOR 2X6 WALL5" MIN.SSTB HOLDOWN ANCHORPLACE SSTB ARROW ON TOPOF ANCHOR DIAGONAL INCORNER APPLICATION#4 REBAR*CNW COUPLERTHREADED ROD3"x3"x58" PLATE WASHERSILL PLATESILL PLATEPARALLAM(PER PLAN)HDU HOLDOWN(PER PLAN)(PER DETAIL )BUILT UP STUDS(7) 10d NAILS(EACH END)ROOF SHEATHINGSEE ALTERNATELSTA STRAP AT 16"o.c.(PER GSN)ROOF RAFTERS PER PLANROOF SHEATHINGROOF RAFTER PER PLAN (REFER TO ARCHITECTURAL PLANS FOR RAFTERDIMENSIONS AND EAVE DETAILING)DOUBLE 2X TOP PLATEBEAM OR HEADER(IF SHOWN ON PLANS)H2.5A(INSTALL PRIOR TO BLOCKINGAND PLYWOOD SHEATHING)ALTERNATE: H2AEDGE NAILING2X BLOCKING BETWEEN RAFTERS(NOTCH FORVENTILATION IF REQUIRED)(REFER TO ARCHITECTURALPLANS FOR MORE DETAIIL)TSP (INSTALL PRIOR TOPLYWOOD SHEATHING)NOTE: NOT REQUIRED IF H2AIS USED AT VERY RAFTER2X STUDSDOUBLE 2X TOP PLATEROOF SHEATHINGROOF RAFTERPER PLANEDGE NAILINGHOLD DOWN(PER PLAN)6" O.C.4" O.C.6x6 D.F. POSTHOLD DOWN(PER PLAN)6" O.C.4" O.C.9-11-25 (1) LSTA 9(2) LSTA 9(2) LSTA 12(2) LSTA 15(2) ST2122(1) SP4(2) SP4(2) SP4(2) SPH6(2) SPH6(1) CS 16 - (6) 8d NAILSEACH END OF STRAPPER EACH KING STUD(SEE NOTE '4')ALTERNATESEE NOTE 6L= 1'-0" TO 4'-0"L= 4'-1" TO 6'-0"L= 6'-1" TO 8'-0"L= 8'-1" TO 10'-0"L= 10'-1" TO 16'-0"(1) CS 16 - (6) 8d NAILSEACH END OF STRAPPER EACH KING STUD(SEE NOTE '4')ALTERNATESEE NOTE 6*NOTES :1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER.2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS.3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATECONNECTION NOT REQUIRED)4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING.5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY.6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTHPLATES.(1) - CS 16W/ (5) 8dEACH END(2) - CS 16W/ (5) 8dEACH END(2) - CS 16W/ (6) 8dEACH END(2) - CS 16W/ (8) 8dEACH ENDSEE NOTE'3'(2) ST2122L= 1'-0" TO 4'-0"L= 4'-1" TO 6'-0"L= 6'-1" TO 8'-0"L= 8'-1" TO 10'-0"L= 10'-1" TO 16'-0"(1) SSPPER KING(1) SSPPER KING(1) SSPPER KING(1) SSPPER KING(1) SSPPER KINGSTRUCTURALPLYWOODSHEATHING TOMATCH ELSWHERE.NAIL DOUBLE ROWOF 8d NAILS AT 3"o.c.TOP AND BOTTOMOF PANEL INTODOUBLE TOP PLATEAND HEADERSTRUCTURALPLYWOODSHEATHING TOMATCH ELSWHERE.NAIL DOUBLE ROWOF 8d NAILS AT 3"o.c.TOP AND BOTTOMOF PANEL INTODOUBLE TOP PLATEAND HEADER(1) SSPPER KING(1) SSPPER KING(1) SSPPER KING(1) SSPPER KING(1) SSPPER KINGHEADER SIZEHEADER SIZE MAHONEY ADDITION54 HAWES AVE.HYANNIS, MAHEADER (PER PLAN)WINDOW/DOOROPENING58" DIA. ANCHOR BOLT(7" MIN. EMBEDMENT)LSTA24 STRAP (INSIDE FACE OF WALL)HEADER TO (2) 2x6FASTEN TOP PLATE TO HEADER WITH(2) ROWS OF 16d SINKER NAILS AT 3" O.C.1532" STRUCTURALPANEL SHEATHINGMIN. 2"x2"x316"PLATE WASHERFASTEN SHEATHING TO HEADER WITH 8d COMMONOR GALVANIZED BOX NAILS IN 3" GRID PATTERN ASSHOWN AND 3" O.C. IN ALL FRAMING (STUDS,BLOCKING AND SILLS) TYP.STHD14 HOLDOWN(2)-2x6FOR A PANEL SPLICE (IFNEEDED), PANEL EDGESSHALL BE BLOCKED, ANDOCCUR WITHIN 24" OFMID- HEIGHT OF WALL.BLOCKING SHALL BENAILED WITH(3) 16d SINKERSSTHD14 HOLDOWN2x6FRAMINGSHEATHINGFILLER(IF REQUIRED)LSTA24 STRAP(INSIDE FACEOF WALL)HEADER TO(2)-2x6(2) 2 x 12 HEADER OR AS SPECIFIED(TYPICAL, REFER TO PLAN FOR SPECIFIC HEADER REQUIREMENTS)RIMBOARDDOUBLE TOP PLATERIMBOARDSIDE ELEVATIONBASE PLATE AND ANCHORBOLTS AS PER PLANSANCHOR BOLT AS PER PLANSUSE 1.5"EDGE DISTANCE FROMSIDES OF PLATES (MIN) AND2.25" FROM EDGE OF CONCRETE (MIN)EMBED TO 16" (MIN) EMBEDMENTUSE SET CONSTRUCTION EPOXYCONSTRUCTION NOTES:1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TOBE ATTACHED TO CONCRETE FOUNDATION WITH (4) -12" THREADEDRODS WITH SIMPSON SET EPOXY WITH 10" MIN. EMBEDMENT.2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TOFLITCH PLATES TO PROVIDE MOMENT CONNECTION.3) CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TOCONSTRUCTION.HSS POST AS SPECIFIEDBASE PLATE AS SPECIFIEDBASE PLATE ASSPECIFIEDFLITCH PLATE (1) STEEL 12"x 9" W/ (2) LVL 134"x 9 14"KNIFE CUT HSS ANDWELD PLATE BOTHSIDES. FABRICATORTO PROVIDE DETAILKNIFE CUT HSSAND WELD PLATEBOTH SIDES.FABRICATOR TOPROVIDE DETAILHSS POST ASSPECIFIEDFLITCH PLATE (1) STEEL 12"x 9" W/ (2) LVL 134"x 914"9-11-25 MONROE, CT 06468 32300200A KAPOOR, DIANE & NAVAL 11 CARDINAL LANE Property ID: 31 KNOWLES STREET NEWTON CENTRE, MA 02459 32300200B FALLON, KAREN TR MYERS FAMILY REALTY TRUST Property ID: WESTWOOD, MA 02090 32300200C STEIN, STEPHEN B & E JENNIFER 1519 HIGH STREET Property ID: HINGHAM, MA 02043 32300200D WARREN, REG & DEBRA 11 CEDAR STREET Property ID: HOLBROOK, MA 02343 32300200E PATERSON, DONNA J 804 SOUTH STREET Property ID: 8 LONGWOOD LANE WALPOLE, MA 02081 32300200F OBRIEN, BARRY J & ALICE C TRS HAPPY PLACE REALTY TRUST Property ID: JAMAICA PLAIN, MA 02130 32300200G EDWARDS, RICHARD L & BETSEY A 111 PERKINS ST APT 146 Property ID: COCOA BEACH, FL 32931 32300200H MICHAEL, STEPHEN J 3740 OCEAN BEACH BLVD #802 Property ID: 170 LOCUST LA IRVINGTON, NY 10533 323003 31 HAWES AVENUE LLC C/O JOAN SMITH, MANAGER Property ID: PROSPECT PARK, PA 19076 323004 LIPPART, JACK D & DALE 554 13TH AVE Property ID: NEWTOWN, PA 18940 323005 LIPPART, JACK D & DALE 64 ELFRETHS COURT Property ID: HYANNIS, MA 02601 323006 COVENEY, NANCY C 57 HAWES AVENUE Property ID: ROCKY HILL, CT 06067 323007 DELMIC, MIODRAG & DAJANA 8 KROL FARM ROAD Property ID: 71 HAWES AVENUE HYANNIS, MA 02601 323008 SLOTT, ROBERT & SUSAN TRS SLOTT REALTY TRUST Property ID: WESTWOOD, MA 02090 323009 DILETIZIA, CLAUDIO & MARIA 272 SUMMER STREET Property ID: MORRISTOWN, NJ 07960 323010 TSIEN EDDY LLC 11 MOUNTAINSIDE DRIVE Property ID: 230 SOUTH STREET HYANNIS, MA 02601 324058 BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION Property ID: NATICK, MA 01760 324066 HEON, MARC ROBERT & HEATHER ELIZABETH 14 FARM HILL ROAD Property ID: HYANNIS, MA 02601 324067 CHARTIER, JAMES R & TERRY A 12 WHIDDEN AVENUE Property ID: WALTHAM, MA 02154 324068 BOTTE, MICHAEL J & CHERYL M TRS 40 CIRCUIT LANE Property ID: HYANNIS, MA 02601 324069 GOULA, BETH & OSTROWSKI, MELINDA 34 WHIDDEN AVENUE Property ID: HYANNIS, MA 02601 324070 OSTROWSKI, MICHAEL & MELINDA 48 WHIDDEN AVENUE Property ID: 164 RIDGEWOOD ROAD MILTON, MA 02186 324071 COLLINS, PETER H & BRIGITTE M TRS 62 WHIDDEN AVENUE REALTY TRUST Property ID: 164 RIDGEWOOD ROAD 324072 COLLINS, PETER H & BRIGITTE M TRS 64 WHIDDEN AVENUE REALTY TRUST MILTON, MA 02186 Property ID: 401 WEST FIRST ST UNIT 401 BOSTON, MA 02127 324073 BOSCHETTI, DEBRA M TR 32 HAWES AVENUE REALTY TRUST Property ID: 45 PERRY H HENDERSON DRIVE FRAMINGHAM, MA 01701 324075 BOLKHOVSKY, VLADIMIR & ALLA TRS BOLKHOVSKY FAMILY REALTY TRUST Property ID: ACTON, MA 01720 324076 LOCHRIE, ANNETTE & JOHN BLAKE 57 WINDSOR AVENUE Property ID: 13 EASTBROOK DRIVE NASHUA, NH 03060 324077 MAHONEY, JAMES E & CARLYN E TRS JE & CE MAHONEY REVOCABLE TRUST Property ID: SPRINGFIELD, VA 22153 324102 KVARTUNAS, JOHN & DEIDRE 7011 HUNDSFORD LANE Property ID: SPRINGFIELD, VA 22153 324103 KVARTUNAS, JOHN & DEIDRE 7011 HUNDSFORD LANE Property ID: CAMBRIDGE, MA 02141 324104 FRISOLI, JANICE A 797 CAMBRIDGE ST Property ID: