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Home My WebLink About183 Pine St planF J � 2 1 (x2) 2X10 J 1 EASTG DECMG J EXISPG 04 POST & POST BASE I ` EXISPG 10' SONOTUBE EXISPG 20 FRAMING, MIN. 4'-0' BELOW GRADE ADD ADDRIONAL Dc4 AS REO'D FOR NEW WND. R.O. Foundation Plan First Floor Plan 1 Scale: 1/4" =1'- 0" �' Scale: 1/4" =1'- 0" 3 Roof Plan Scale: 1/4" = -V-0" 0 . A: , ....._ SUIT, CU". Side Elevation Front Elevation � Side Elevation Section `* Scale: 1/4" = V- 0" Scale: 1/4" = V- 0" u Scale: 1/4" =1'- 0" Scale: 1/4" =1'- 0" Project 183 PINE STREET YARMOUTH PORT, MA 02675 GS Design Group Inc. 215 Onset Ave. P.O. Box 1200 Onset, MA 02532 Tel 508.295.2952 Key Plan Issued For REV. ISSUE DATE ALL EXISTING DRAWINGS Drawing Title: Drawn By. CT Checked By. GSDG EC1 m0 Drawing Number. File Name: Scale: Date: 4/29/2022 EXS MIN, ' 10'ELOWG A MIN, 4'-0' BELOW GRADE ( ❑ Existing to Remain ri-Youndation Plan j Scale: 1/4" =1'- 01 Project GENERAL NOTE: REFER TO MI WINDOWS AND DOORS CUT SHEET FOR ALL 183 DOOR AND WINDOW RO'S PINE STREET YARMOUTH PORT, MA a 02675 ADD WIDTH TO EXISPG STAIR v PT 2x12 STRINGERS, REST ON CONC.PAD 21153 8068 II GS Design Group Inc. 215 Onset Ave. P.O. Box 1200 Existing Floor Deck �Onel et, M 9s02532 and Framing To Remain ❑■SEO DOV KIRSZTAJN P.E. Structural Consultant m 103 Bea nont Ave. 3753 3753 3753 �J NestanNA 02460 tel. 617.969.3539 e-mall ftutayaMpai krom Existing to Remain First Floor Plan 3 Roof Plan Scale: 1/4" = V- 0" Scale: 1/4" = V- 0" rt,a° LJ LJ Side Elevation Front Elevation Side Elevation Section _ `r Scale: 1/4" = V- 0" J Scale: 1/4" = 1,- 0" 6 Scale: 1/4" =1'- 0" 7 Scale: 1/4" =1'- 0" Issued For REV. ISSUE DATE EXISTING 4.6 T8G V-BOARD TO BE REMOVED AND RE -INSTALLED AFTER THE INSUL. IS SPRAYED ALL DRAWINGS R36 CLOSED CELL FOAM INSUL. Drawing Title: ADDITIONAL SPRAY RETARDANT OR FIRE RATED Drawn B)rCT Checked B . GSDG PLYWD Al mO Drawing Number. File Name: Scale: Date: 2/28/2022 PLATE STUD FRAMING AT GABLE ENDS NOT TO SCALE EXTERIOR WALL OPENINGS, HEADER DETAILS WITH JACK STUDS NOT TO SCALE DOUBLE STUD PLATE FLOOR JOIST @ 16" O.C. RAFTER @ 16" O.C. 2 5 EA JOIST H2.5 @ EA. RAFTER 1/2" CDX SHEATHING CONTINUOUS HEADER @ MULTIPLE OPENINGS TOP PLATE TOP PLATE TYPICAL RAFTER/FLOOR TO PLATE CONNECTION NAIL Bd COMMON NAILS @ 3" O.C. EXTEND HEADER TO KING STUD NOT TO SCALE 5/8" ANCHOR BOLTS NAIL TOP PLATE w/ 3"x3" PLATE WASHERS TO BTM. OF HDR. 2 ROWS 16d NAILS @ 3" O.C. STUD WALL OPENING BOTTOM PLATE FOUNDATION a .' JOIST OR TRUSS TYPICAL NARROW WALL BRACING BLOCKING @ 48" O.C. — STUD WALL FLOOR BRACE DETAIL NOT TO SCALE JOIST OR TRUSS BLOCKING @ 48" O.C. STUD WALL ROOF BRACE DETAIL NOT TO SCALE 5/8" ANCHOR BOL Wx3"xl/4" PLATE WA G 6^ FLOOR FRAMING AT EXTERIOR WALL ANCHOR BOLT DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE DBL TOP PLATE 2x STUDS @ 16" O.C. 3/4" PLYWOOD SUBFLOOR atl_��— BTM PLATE RIM JOIST DBL TOP PLATE 2x STUDS @ 16" O.C. BTM PLATE RIM JOIST Qa . LOOR JOISTS < ° SILL PLAiE a" e n, ne A d < n n . ILL PLATE 1/2" WOOD STRUCTURAL PANELS SILL PLATE TO TOP PLATE SEE NAILING SCHEDULE G d. SILL TO PLATE w/ WOOD STRUCTURAL PANELS NOT TO SCALE Project 183 PINE STREET YARMOUTH PORT, MA 02675 GS Design Group Inc. 215 Onset Ave. P.O. Box 1200 Onset, MA 02532 Tel 508 . 295 . 2952 ❑■■E■ DOV KIRSZTAJN P.E. Structural Consultant 103 Beaumont Am Newton°MA 02460 tel. 617.969.3539 e-mail dkWajlxOgmol.com Issued For I REV. I ISSUE I DATE NAILING DETAILS Drawing Title: Drawn By..CT Checked By. GSDG A2mO Drawing Number. File Name: Scale: Date: 4/29/2022 NAILING SCHEDULE UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER (TOE -NAILED) (2) 8d (2) 10d EACH END RIM BOARD TO RAFTER (END -NAILED) (2) 16d (3) 16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE -NAILED) (4) 16d (5) 16d AT JOINTS STUD TO STUD (FACE -NAILED) (2) 16d (2) 16d 24" o/c HEADER TO HEADER (FACE -NAILED) 16d 16d 16" o/c ALONG EDGLS FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) (4) Bd (4) 10d PER JOIST BLOCKING TO JOIST (TOE -NAILED) (2) 8d (2) 10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) (3) 16d (4) 16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) (3) 16d (4) 16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE -NAILED) (3) 8d (3) 10d PER JOIST BAND JOIST TO JOIST (END -NAILED) (3) 16d (4) 16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) (2) 16d (3) 16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16" o/c 8d 10d 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" o/c 8d 10d 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS WITHOUT GABLE OVERHANG Bd 10d 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS WITH STRUCTRUAL OUTLOOKERS 8d 10d 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCK 8d 10d 4" EDGE / 4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS — 7" EDGE / 10" FIELD WALL SHEATHING WOOD STUCTURAL PANELS - STUDS SPACED UP TO 24" o/c 8d 10d 6" EDGE / 12" FIELD Y" AND 23/2" FIBERBOARD PANELS Bd1 — 3" EDGE / 6" FIELD Y2" GYPSUM WALLBOARD 5d COOLERS — 7" EDGE / 10" FIELD FLOOR SHEATHING (WOOD STRUCTURAL PANELS) 1" OR LESS 8d 10d 6" EDGE / 12" FIELD GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD 1 CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. WALL OPENING FRAMING SCHEDULE HEADER SPAN LOADBEARING WALL MINIMUM HEADER SIZE NON-LOADBEARING WALL MINIMUM HEADER SIZE OPENING LOCATION NO. OF KING STUDS NO. OF JACK STUDS 2 FT 2- 2x4 1- 2x4 (FLAT) 5 T-0" FROM OUTSIDE CORNER > 3'-0" FROM OUTSIDE CORNER 2 2 2 1 3 FT 2 - 2x4 1 - 2x4 (FLAT) 4 FT 2 - 2x4 1 - 2x4 (FLAT) 5 FT 2 - 2x4 1 - 2x4 (FLAT) ALL LOCATIONS 3 2 6 FT 2 - 2x6 2 - 2x4 7 FT 2 - 2x8 2 - 2x4 8 FT 2 - 2x12 2 - 2x4 9 FT 3 - 2x10 2 - 2x6 10 FT 3 - 2x12 2 - 2x6 ALL LOCATIONS 4 2 11 FT 4 - 2x1 D 2 - 2x6 12 FT 2 - 2x6 ALL LOCATIONS 5 2 RESIDENTIAL BUILDNG DESIGN CRITERIA 2.1 FOUNDATION Concrete shall be a minimum 3,000 PSI at 28 days. 780 CMR THE STATE OF MASSACHUSETTS STATE BUILDING CODE 2.2 FOUNDATION ANCHORAGE STATE BOARD OF BUILDING REGULATIONS & STANDARDS Provide 5/8" diameter by 12" long by 3" hook Ninth Edition of the Massachusetts State Building Code Anchor bolts @ 42" O.C. with 3" X 3" X 1/4" plates. (One and Two Family Dwelling Code) Provide an anchor bolt 6" to 12" from corner. WOOD FRAME CONSTRUCTION MANUAL - WFCM (2015 Edition) 3.1 FLOORS 140 MPH EXPOSURE B The clear span of floorjoist shall meet or Guide to Wood Construction in High Wind Areas exceed the values set forth in 780CMR 9th Edition. for One and Two Family Dwellings. Floor openings shall not exceed the lesser of NOTE: 12'-0" or 50% of the building dimension, U2 or W/2. IT IS THE INTENT TO PROVIDE A CONTINUOUS LOAD PATH, THE INTERCONNECTION OF ALL FRAMING 3.6 FLOOR BRACING ELEMENTS IS CRITICAL TO A WIND- RESISTIVE Blocking and connections shall be provided at BUILDING. A CONTINUOUS LOAD PATH OF panel edges perpendicular to floor framing INTERCONNECTED FRAMING ELEMENTS FROM members in the first two truss or joist spaces FOOTINGS AND FOUNDATION WALLS TO FLOORS, and shall be 48" D.C. see Floor Bracing Detail. WALLS, AND ROOF FRAMING SHALL BE PROVIDED. 4.1 WALLS 1.1 SCOPE Loadbeadng walls shall not exceed 10'-10" in height Non-loadbearing wall shall not exceed 20'-0" In Table R301.2(4) Massachusetts Basic Wind Speeds height. Town : Yarmouth, Basic Wind Speed, Vult = 140 mph 4.2 EXTERIOR WALLS R301.2.1.4 Exposure Category Maximum Loadbeadng Stud Length 1 Exposure B: Urban, Suburban 2 by 4 #2 at 16" O.C; 9'-9" 2 Exposure C: Open Terrain 2 by 6 #2 at 16" O.C; 9'-9" 3 Exposure D: Flat Unobstructed Maximum Non-loadbearing Stud Length 2 by 4 #2 at 16" O.C; 11'-5" Exposure B: Yarmouth 2 by 6 #2 at 16" O.C; 18'-5" Table R301.2(4) Massachusetts Ground Snow Loads Gable Walls Town: Yarmouth, Snow Load; 30 psf Shall be braced for a distance of at least 1/3 of the building width with wood structural panels R301.2.1.2 Protection of Openings if Required or at least 90% of the building width with Windows in wind borne debris regions shall have gypsum wall board. Glazed openings protected from wind borne debris In accordance with Large Missile Test of ASTM E Story to Story Uplift and Lateral Connections see 1996 and of ASTM E 1886. Detail. Exception: Wood structural panels, 7/16" by 8'-0", Shall be permitted for opening protection in one Studs & Headers at Wall Openings see Table. And two story buildings In accordance with Table 5301.2.1.2 and the IBC. Contractor to provide labeled, 4.3 EXTERIOR WALL SHEATHING numbered, pre -screwed wood structural panels; to be utilized Provide 7/16" wood structural panel sheathing on in the case of a hurricane. all exterior walls. Provide the minimum required percentage full -height sheathing see Tables 10 & FEMA 543 Definitions 11 in the Wood Frame Construction Manual 110 Wind -Borne debris regions. Areas within MPH Ex. B. Hurricane -prone regionslocated: 1. Within 1 mile of the coastal mean high water Exterior wall sheathing shall be nailed 6" O.C.edge Line where the basic wind speed and 12" O.C. field, with 8d common nails. Is equal to or greater than 120 mph and In Hawaii. 2. In areas where the basic wind speed is equal 5.1 ROOF to or greater than 120 mph. Roof span shall not exceed 36'-0" Roof openings shall not exceed the lesser of 1.2 APPLICABILITY 12'-0" or 50% of the building dimension, U2 or W/2. Roof slope shall not be greater than 12/12. Two Story, 768 SF Roof Pitch; 8±/12 5.2 WOOD RAFTERS Mean Roof Height; 24'-0" ± The clear span of rafters shall meet or exceed Building Length x Width; 32'-0" by 24'-0" the values set forth in 780CMR 9th Edition. The Aspect Ratio (L/W); 1.33 maximum rafter span shall be limited to'/<of Nominal Height of Tallest Opening; 6'-8" the span permitted for the 20psf roof live load case, not to exceed 26'-0". 1.3 FRAMING Provide Simpson H2.5 uplift connectors at each Rafter or truss. General framing connections shall be in Provide minimum 1 by 8 collar/rafter des at 32" Accordance with 780CMR 9th Edition unless noted. D.C. located In the upper third of the attic space Provide framing connections per General Nailing Schedule. and attached to rafters using 5-10d nails at each end. R301.5 Live Load Minimum uniformly distributed live loads, Table R301.5: 5.3 ROOF SHEATHING Attics without storage; 10 psf Provide 7/16" wood structural panel sheathing Attics with Storage; 20 psf on all roofs. Decks; 40 psf Exterior Balconies; 40 psf 5.4 ROOF BRACING ENDWALL Fire Escapes; 40 psf Blocking and connections shall be provided at Guardrails, Handrails 200 psf, panel edges perpendicular to roof framing Guardrails In fill components; 50 psf members in the first two truss or rafter spaces Passenger vehicle garage; 50 psf and shall be 48" O.C. see Detail. Rooms other than sleeping; 40 psf Sleeping Rooms; 30 psf Stairs; 40 psf R301.7 Deflection The allowable deflection shall not exceed Table R301.7 Rafters greater than 3/12; U180 Interior Walls; H/180 Floors/ Ceilings; U360 Exterior Walls, stucco; H/360 Exterior Walls, brittle; U240 Exterior Walls, flexible; LJ120 Project 183 PINE STREET YARMOUTH PORT, MA 02675 GS Design Group Inc. 215 Onset Ave. P.O. Box 1200 Onset, MA 02532 Tel 508 .295 .2952 DOV KIRSZTAJN P.E. Structural Consultant 103 Beaumont An Newton,MA 02460 tel. 617.969.3539 e-mall AdrsrtajAkynotcorn Issued For REV. I ISSUE DATE NAILING SCHEDULE Drawing Title: Drawn By. CT Checked By. GSDG All Drawing Number. File Name: Scale: Date: 4/29/2022 Project EXISPG 44 POST & POST BASE I , EXISPG 10" SONOTUBE MIN. 4'-O" BELOW GRADE Foundation Plan 1 Scale: 1/4" =1'- 0" EXIST'G DECK'G EAST'G 2x4 FRAMING, — ADD ADDITIONAL 2x4 AS REO'D FOR NEW WND. R.O. First Floor Plan �Scale: 1/4" = r- 0'" Roof Plan Scale: 1/4" = V- 0" 4 Side Elevation r, Front Elevation de Elevation Section Scale: 1/4" =1'- 0" �Scale: 1/4" =1'- 0" U Scale: 1/4" = 1'- 0" Scale: 1/4" =1'- 0" 183 PINE STREET YARMOUTH PORT, MA 02675 GS Design Group Inc. 215 Onset Ave. P.O. Box 1200 Onset, MA 02532 Tel 508 . 295 . 2952 Key Plan Issued For REV, I ISSUE DATE ALL EXISTING DRAWINGS Drawing Title: Drawn By. CT EC1 m0 Drawing Number: File Name: Scale: Date: 4/29/2022 RECEIVED mY �, 7 2022 HEALTH DEPT. Project Foundation Plan ANDERSON 400 SERIES DBL HUNG (TYP) 7771��' Side Elevation `* Scale: 1/4" = V- Ott GENERAL NOTE: REFER TO MI WINDOWS AND DOORS CUT SHEET FOR ALL DOOR AND WINDOW RO'S 8'_6' I i ADD WIDTH TO IXISPG STAIR v PT 2x72 STRINGERS. REST ON CONC.PAD 6068 F- 3753 3753 3753 First Floor Plan n Roof Plan �' Scale: 1/4" =1'- 0" -' Scale: 114" = 1'- 0" ANDERSON 400 SERIES DBL HUNG (TYP) Front Elevation U Scale: 1/411 = F- 0" 183 PINE STREET YARMOUTH PORT, MA 02675 GS Design Group Inc. 215 Onset Ave. P.O. Box 1200 Onset, MA 02532 Tel 508 .295 .2952 DOV KIRSZTAJN P.E. Structural Consultant 103 Beaumont Ave. Newton^ 02460 tel. 617.969.3539 e-mail dkirseojrAmail.com 4 µ f Issued For REV. ISSUE DATE R20 CLOSED CELL INSUL, CHEEK WALL (TYP.) 949 CLOSED EXISTING 1x6 T$G CELL INSUL. V-BOARD TO BE REMOVED AND RE -INSTALLED AFTER THE INSUL IS 1-12.5 EA. RAFT --_- _� _— _._—.-r-- _._:_.- SPRAYED i R20 CLOSED CELL INSUL. KNEE I'II WALL (TYP.) CLOSED EXISTING 2x4 CLL FOAM CE WOOD STUDS INSUL. ' ®16' O.G. W/ R49 ay; CLOSED CELLDrawing Title: INSULATIONADDITIONAL SPRAY RETARDANT OR EXIST'G 10' - FIRE RATED Drawn B . CT Checked A. DIA. PLYWD SONOTUBE TO.. REMAIN 4' BELOW. GRADE VERIFIED RECEIVE® Al n MAY 17 2022 r� Side Elevation Section Drawing Number: �J Scale: 1/4" =1t- Ott HEALTH DEPT. File Name: Scale: Dote: 4/29/2022