The URL can be used to link to this page

Home My WebLink About1 Malfa plan1' - 4" T T FLOOR 1 -0 WINDOW SCHEDULE WINDOW QUANTITY WIDTH HEIGHT DESCRIPTION A 4 5' - 10" 4' - 10" B3 4'-6" 4'-0" C 3 2'-4" T-4" D 2 3'- 10" 2' - 10" E 12 3'-10" 1'-111, F 14 1'-9" 4'-0" EXTERIOR DOOR SCHEDULE DOOR QUANTITY Width Height DESCRIPTION 1 1 3' - 0" 6' - 6" 1 FRONT DOOR 2 1 8' - 10" 6' - 8" 1 REAR TRIPLE SLIDING DOOR TO WATER (LEWIS BAY) 30' - 0" 1' - 4" a N V1,- 4,�, � 1 �-0•' 32' - 8" Feola Residence - Renovation 1 Malfa Rd, West Yarmouth, MA 02673 FOR PERMITTING 10.05.2022 CLIENT: Anthony Feola 197 84TH St. Apt. 904 Charlestown, MA 02129-4234 anthonyfeola8@gmaii.com 617-686-3476 ENGINEERING: Michele Cudilo, P.E. 123 Cottonwood Lane Centerville, MA 02632-1979 mcudilo@comcast.net 508-737-8521 JOB #/ 2022- 266 DRAWINGS: Yoana K. Guzman 5 Madison Ct Nantucket, MA 02554 yoana.ackdesign@gmaii.com 774-325-6705 FLOOR PLANS W DFRONT ( : REAR it Second Floor 8' - 7 3/4" First Floor a" cond Floor 8'- 7 3/4" First Floor 0" Grade -3' - 2 314" DRIGHT 1/4" = 1'-0 111r�1� gr HE= Second Floor 8'-73/4" First Floor 30- 0" Grade71 -3'-23/4" Basement -5'-63/4" Second Floor gk 8' - 7 3/4" First Floor o° Feola Residence - Renovation 1 Malfa Rd, West Yarmouth, MA 02673 FOR PERMITTING 10.05.2022 CLIENT: Anthony Feola 197 84TH St. Apt. 904 Charlestown, MA 02129-4234 anthonyfeola8@gmail.com 617-686-3476 ENGINEERING: Michele Cudilo, P.E. 123 Cottonwood Lane Centerville, MA 02632-1979 mcudilo@comcast.net 508-737-8521 JOB #/ 2422- 266 DRAWINGS: Yoana K. Guzman 5 Madison Ct Nantucket, MA 02554 yoana.ackdesign@gmail.com 774-325-6705 Leve11Q EXTERIOR �'- ELEVATIONS &E11__ OUNDATION PLAN 4 x 4 PT Post Use Simpson ABU44 Connector 5/8" Galy. Bolt, Approx 1" Height Above Concrete Pin Caps Existing Grade (95% Compaction of Earth Required) Install Pier to Midpoint or Deeper 1 14" Nom. Diameter GaIv. Pipe. Length Varies w/ Soil Conditions. See Manufacturer's Capacity Guidelines 2 V12! AMOND PIER DETAIL I TO WATER (LEWIS BAY) EXIST. JOISTS 2xl0 @ 18"-24" O.C. ii —ADD 2x10 SISTER JOISTS First Floor o„ ADD SIMPSON FSA @ 4' O.C. ALL AROUND W/ 5/8" x 6" HILTI HIT HY 150 CAPSULE ANCHORS Grade -3' - 2 3/4„ � EXIST. 8" CMU FOUND. EXIST. 6"x12" FOOTING Basement -5, - 6 3/4" 12" EXIST. FOUNDATION DETAIL 1/2" = V-0" FOUNDATION NOTES Codes & Ordinances: Construction shall conform to the International Residential Code 2015 and with current Massachusetts State Building Code 780 MR - State Board of Building Regulations and Standards Geotechnical Report: The contractor shall be familiar with the geotechnical report[If Applicable]. If a conflict occurs between these notes / specifications and the recommendation from the geotechnical engineer, then the more stringent shall apply. Verify Dimensions: Contractor shall verify all dimensions, drops, slopes, and details of these drawings with those of the architectural design plans, and contractor shall report discrepancies to engineer in writing and architect/designer prior to the start of construction. Contractor Field Verification: During construction the contractor may encounter existing conditions that were unknown during design and vary from the plans. The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that interfere with proper execution of the work and/or jeopardize the structural integrity of the structure. Additional Details: If contractor requires additional details or information not found on the drawings or in the specifications, contractor shall request this information from engineer in writing prior to the start of construction. Revised Information: These drawings are based on certain assumptions and the engineer reserves the right to revise these documents if other information becomes available. Construction Review: Construction review services by the engineer of record are available prior to concrete placement, during the concrete placement and during and subsequent to the stressing of the post -tensioning strands, if applicable. If the engineer of record does not perform these construction reviews, then the engineer of record accepts no responsibility for improper implementation of the plans and specifications. Waterproofing: Unless otherwise specified, masonry contractor shall be responsible for providing all foundation moisture proofing and insulation. Provide waterproofing as required by state codes Provide footing drains as required Roof drainage: Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5 feet from foundation walls or to a subsurface drainage system. Structural Stability During Construction: The drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor shall be responsible for all construction means and methods. The contractor, in the proper sequence, shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. Foundation Shall Not be Backfilled until 1st Floor Deck is Framed and Sheathed. Structural Foundation Notes: 1. Concrete shall be 3000 PSI or stronger a. Anchor bolts ASTM A307 galvanized, min. 5/8" diameter, 12" long, w/ 2-1/2" hook spaced per Code Checklist, or in concrete piers w/ Simpson ABU-series base; SPACED 2' O/C for slab -on -grade construction (i.e. Garage, Basement Walkouts, etc.). b. All walls to have min. 2#4 top horizontal, 2" clear, to prevent shrinkage c. All walls longer than 25' shall have vertical control joint with Waterstop between wall joint. 2. Steel reinforcing shall be 60,000 PSI deformed bar 3. Assumed net allowable soil bearing capacity, q= 2500 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. GENERAL EARTHWORK REQUIREMENTS 1. All backfill soils materials to be ASTM, D 2487 soil classification groups GW, GP, GM SW, SP, SM, free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter. 2. The sub -base soils material to be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand ASTM C2940, with at least 95 percent passing a 1-1/2 inch sieve and not more than 8 percent passing a no. 200 sieve. 3. Drainage fill to be a washed evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, size 57, with 100 percent passing a 1-1/2 inch sieve and not more than 5% passing a No. 8 sieve. 4. Protect sub -grades and foundation soils from softening and damage by water, freezing temperatures, or frost. 5. Excavate to sub -grade elevations regardless of character of materials and obstructions encountered. 6. When sub -grade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture -condition or aerate soil, and re -compact. 7. Place backfill and fill in layers not more than 8 inches in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 95% of maximum dry unit weight according to ASTM D 698; elsewhere to 90%. HEADER SCHEDULE HEADER SIZE SUPPORTING ROOF ONLY SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE [3] 2x4 4'-0" MAX N/A N/A [3] 2x6 6-0" MAX 4'-0" MAX N/A [3] 2x8 8'-0" MAX 6-0" MAX N/A [3] 2x10 10'-0" MAX 8'4" MAX 6'-0" MAX DESIGN LOADS LOAD TYPE I VALUE FLOOR LOADS [1ST FLOOR] Live Load 140 psf Dead Load 112 psf FLOOR LOADS [2ND FLOORS] Live Load 130 psf Dead Load 112 psf ROOF LOADS Live Load 0 psf Dead Load 15 psf ROOF SNOW LOADS Pg 30 psf Pf 30 psf Ce 1 Ct 1 1 1 Snow Drift & Unbalanced Snow As Applicable WIND LOADS Basic Wind Speed 110 mph [3 sec gust] Build Category II 1 1.0 Building Classification Enclosed Exposure B Internal Pressure Coeficient +/-0.18 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST TO SILL OR GIRDER TOE NAIL 3 - 10D SOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C. STUD TO SOLE PLATE 2 - 16D STUD TO TOP PLATE —2-16D DOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C. BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGE CEILING JOISTS TO PLATE, TOP PLATE 3 -16D CEILING JOISTS TO PARALLEL RAFTERS 3 - 10D RAFTER TO PLATE, TOE NAIL 3-8D BUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C. RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16D RAFTER TIES TO RAFTERS 3 - 12D 3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C. SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.G. 1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C. SHEATHING TO STUDS [FIELD] 8D @ 12" O.C. 1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C. 1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C. ROOF SHEATHING FASTENING [EDGE & FIELD] 18D @ 6" O.C. STRUCTURAL NOTES 1. Hold down intermediate ridge support posts to posts/ columns below and to find pad with adequate Simpson Hardware. Fasten ridge to intermediate posts below with post cap [ e.g. Simpson CCQ] 2. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers. 3.Fasten rafters to ridge beam with Simpson LSSU - series or Simpson straps over top of sheathing spaced at 16" o.c. 4. Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c. 5. Band joists to be fastened with Simpson straps at 4' o.c. 6.Use dimensional blocking @48" o.c. in the first two joists and rafter bays. 7.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc. Feola Residence - Renovation 1 Malfa Rd, West Yarmouth, MA 02673 FOR PERMITTING 10.05.2022 CLIENT: Anthony Feola 197 84TH St. Apt. 904 Charlestown, MA 02129-4234 anthonyfeola8@gmail.com 617-686-3476 ENGINEERING: Michele Cudilo, P.E. 123 Cottonwood Lane Centerville, MA 02632-1979 mcudilo@comcast.net 508-737-8521.� _ v, D r MA i MICHEL � CUDIt_C} Pica. 34774 STRUCTURAL FOR STRUCT. ONLY 10.05.2022 JOB #/ 2022- 266 DRAWINGS: Yoana K. Guzman 5 Madison Ct Nantucket, MA 02554 yoana.ackdesign@gmail.com 774-325-6705 FOUNDATION PLAN F-1 N N 0 N TO WATER (LEWIS BAY) V - 4" 30' - 0" V - 4.. 4a. - n" /---SIMPSON LSCZ @ STRINGERS,TYP. Nu�o NCnO U (I a rgo- d r— w XX N N CM I W 0 �NLL� I x ,Q o I. U N NO O'''I N efi � N W O 04 I— n 0 N, 11 3 F-1 I I 1' 11 BRICK STOOP I ih I 8'-8" 12'.0" 32' - 8" 11 Fasten 2x8 PT Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, Use (4) DTTIZ Eq. Spaced, TYP 3 S-2 Solid Dimensional Blocking OR Double Joists Below Interior Partitions, Kitchen Islands; Tubs, Etc., TYP. `VENTS (NOT FLOOD) A& 0 N ' ( Solid Dimensional Blocking OR Double 1ST FLOOR FRAMING Joists Below Interior Partitions, Kitchen 1 Island, Tub, Etc., TYP. ADD 1 3/4" x 7 1 /4" LVL EA. SIDE EXIST. 6x8 BEAM (2) 1/2" DIA. BOLTS W/ WASHERS @ EA. END @ 2' O.C. 8x8 P.T. POST W/ SIMPSON AC8(SIM.) CAP & ABU88 BASE � !�!��B�EAM�DE�TA�IL 2 S-2 ALL OPENINGS: FIG.17 STRAPS REQUIRED 1' - 8.1 R 2-2x8 (1J/3K) O c+� w Z- _ _x UI :Z 77 x CV Cv {j N I HDR 2-2x6 ADD PLYWOOD TO EXTERIOR WALL 13' - 5 /4" 4 Y 2ND FLOOR FRAMING 1 /4 — 1 0 29' . 4" V - 8*. CL RI DGE I I CHANGE TO 2-1 3/4" x 9 1/4" LVL (1J/3K) HDR 2-2x8 (1J/3K) 8"-10" 77777 POST UP ONLY I ®� CATHEDRAL CEIL. Uj 0 OPEN TO BELOW Q = x U � co 3-24" LVL FLUSH BOTT. (17- SPAN) r N 2-2x8 COUNT. BEAM 5' - 8 1 /2" 2R UP I II 4 u e u I -Br Y II M I u n u I II n II II I 2-2x8 HDR � q u II n II I J OPEN TO BEJ&W c4 3 N F-1 u HDR 2-2x6 13' - 5 3/4" Feola Residence Renovation 1 Malfa Rd, West Yarmouth, MA 02673 3 FOR PERMITTING s-2 10.05.2022 CLIENT: Anthony Feola 197 84TH St. Apt. 904 Charlestown, MA 02129-4234 anthonyfeola8@gmail.com 617-686-3476 ENGINEERING: Michele Cudilo, P.E. 123 Cottonwood Lane Centerville, MA 02632-1979 N mcudilo@comcast.net 508-737-8521 �- Qn 0 MICHELE �. CUDIL.Q v� 0 Na.34774 I STRUCTIJRPt l FOR STRUCT. ONLY 10.05.2022 JOB #/ 2022- 266 DRAWINGS: Yoana K. Guzman 5 Madison Ct Nantucket, MA 02554 yoana.ackdesign@gmail.com 774-325-6705 FRAMING PLANS S-1 0 N ROOF FRAMING WOOD STRUCTURAL PANEL [WSPI NOTES: SD Nag $' D.c Y{7Mm Edge Resd ai Fromwq L - �Ir Wood Structural Panels Shall be a Minimum Thickness of 7/16" and Be Installed as Follows: 1. Panels Shall Be Installed with Strength Axis Parallel to Studs. 2, All Horizontal Joists Shall Occur Over and Be Nailed to Framing. 3. On Single Story Construction, Panels Shall be Attached to Bottom Plates and Top Member of the Double Top Plate. 4. On Two Story Construction, Panels Shall be Attached to the Top Member of the Upper Double Top Plate and to Band Joist at Bottom of Panel. Upper Attachment of Lower Panel LL Shall be Made to Band Joist and Lower Attachment Made to Lowest Plate at First Floor Framing, >� 5. Horizontal Nail Spacing at Double Top Plates, Band Joists, and Girders Shall Be a Double Row of 8D Staggered @ 3 Inches o.c. Per Attached Figures. f, WSF WSP EdQ3'o_G �ert o �, a Edges - Y 8 fYaxsiT'o.c. ; InteFmecvata Frami:a} �n intermediate Fra Edg. Framing M�n"el,'fYP Member. TYP ". �- Siagger Nail Patten i Wood SU k%M Pa 16 PMM smwm_ Multiple -Member Connections for Top -Loaded Beams Fastener Installation W11wits Fastener Plies Type"? Min. Length # Rows O.C. Spacing Location 2 10d nails 3" T23 One side 12d-16d nails 3 1'' 2(2)12"' Screws 34 ' or 3�" 2 24" 3 10d nails 3" 3c2, 12" Both sides 12d-16d nails 3 y4' 212, 1�4 Screws 31$' or 3tiz" 2 24" Both sides 5" One side 4 10d nails"' 3" 3(�) 12" One side (per ply) 12d-16d nails(3) 314' 2'2) Screws 5" or 6" 2 24" Both sides 6 44" One side 3' 11 2 Screws 5" or 6" 2 24" Both sides 6 �4" One side " bolts 8" 2 24" When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. Load must be applied evenly across entire beam width. Otherwise, use connections for side -loaded beams. Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.1 62"diameter; screws are SDS, SDW, WS, or Truss-LOK-EWPTM, (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. L- q -1 ll — �4I" � �� I Ili 2" 2" 2„ i r is 2„ _ 2„ 2" Assembly A Assembly B Assembly C Assembly D Assembly E Assembly F RING WALL :RFRAMED ROOF (1) H2.5A Hurricane - Tie Required u: Z EXIST. 2x 10 Cal 20" EXIST. 2x10 @ 18"-24" V1_1 4 1 -0 D-1 D-2 D-3 D-4 D-5 D-6 Tmcs _, feaafn"on asa `1 a no..-rofroo.r iLtRST apu' La's n O m , - r quVed m -- ^ s, o SIMPSON LSCZ SIMPSON CS- 76 SIMPSON HUC SIMPSON H2.5A SIMPSON DTT1 Z SIMPSON FSA D-7 D-8 D-9 D-10 D-11 D-12 ® Oo SIMPSON LRUZ SIMPSON CCQ HHUS28 SIMPSON LUS S 'PSONAB'U88 AC8 (orsim.) MULTIPLE -MEMBER CONNECTIONS FOR WALL STUDS 2-PLY NAILING RECOMMENDATIONS For 2x4, 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8: Minimum of two rows of 16d (0.131" x 31/4") pneumatic nails at 10" on -center, staggered. Nail from one side. 3-PLY NAILING RECOMMENDATIONS For 2x4: Minimum of two rows of 16d (0.131" x 31/4") pneumatic nails at 8" on -center, staggered. For 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8: Minimum of three rows of 16d (0,131" x 31/4") pneumatic nails at 5" on -center, staggered. Nail from both sides. 4-PLY NAILINGC N ATI For 2x4: Nail each ply to the other with a minimum of two rows of 16d (0.131" x 31/4") pneumatic nails at 5" on -center. When connecting each ply, offset nail rows by 2" from the ply below. For 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8: Nail each ply to the other with a minimum of three rows of 16d (0.131" x 31/4") pneumatic nails at 5" on -center, When connecting each ply, offset nail rows by 2" from the ply below or Minimum of two rows of 1/2" diameter bolts spaced at 8" o.c ♦- 1 EXIST.RAFTERS + CEIL. TIES: 2x6 @ 2'-2" O.C. EXIST.RAFTERS + CEIL. TIES: 2x6 @ 20" O.C. a EXIST. 10 @ 18"-24" 3 SECTION 3 _ EXIST. JOISTS 2x10 @ 18"-24" O.C. ADD SLEEPER SYSTEM: 2x4@ 16" O.C. ATOP OF 2x6 FLAT @ 16" O.C. W/ 3/4" PLYWOOD Second Floor 8' - 7 3/4" _First Floor 0" - NEW DIAMOND PIER 75-50", SEE D2/F-1 0000- Grade Ak -3'- 2 3/4" Basement -5'- 6 3/4" S. CONNECTION 20" O.C. Second Floor dk 8'- 7 3/4" H2.5A Hurricane Ties, Bch Face Iw First Floor 0" Grade -3' - 2 3/4" Basement -5' - 6 3/4" ^UL/ JLCCrLr% J 13 t CIVU 2x4@ 16" O.C. ATOP OF 2x6 FLAT @ 16" O.C. W/ 3/4" PLYWOOD Feola Residence - Renovation 1 Malfa Rd, West Yarmouth, MA 02673 FOR PERMITTING 10.05.2022 CLIENT: Anthony Feola 197 84TH St. Apt. 904 Charlestown, MA 02129-4234 anthonyfeola8@gmail.com 617-686-3476 ENGINEERING: Michele Cudilo, P.E. 123 Cottonwood Lane Centerville, MA 02632-1979 mcudilo@comcast.net 508-737-8521 t, OF FJAG�4^ 0 MICHEtr CUDILO Pi0.34774 { STfiUCTLit"; ,L FOR STRUCT. ONLY 10-05.2022 JOB #/ 2022- 266 DRAWINGS: Yoana K. Guzman 5 Madison Ct Nantucket, MA 02554 yoana.ackdesign@gmail.com 774-325-6705 FRAMING PLAN, STRUCTURAL SECTIONS & DETAILS S-2