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Home My WebLink AboutBLD-20-3593T- 5.8 TO 1 1 __. .... _- -1 PROPOSED ELEVATIONS WEST ELEVATION Wyk 01.-,,, . SH�W Ma,CINNES CIVIL No. 413—vgY PROPOSED RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS 5 OF 9 DRAWN BY: DATE: 12/8/19 MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.macinnesconsulting.com SCALE: 1/4"=1' (508)274-2091 G.5 .m 34.0 EAST ELEVATION PROPOSED ELEVATIONS PROPOSED RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS DRAWN BY: MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.macinnesconsulting.com (508)274-2091 6OF9 DATE: 12/8/19 SCALE: 1/4"=1' 50UTH ELEVATION roj 7.0 7.0 NOTE: ROOF FRAMING SHOW 15 FOR SECTIONS OF ROOF BEING RECONSTRUCTED. SECTIONS OF EXISTING ROOF TRUSS TO BE REPAIRED ARE TO BE ARE TO BE COORDINATED WITH STRUCTURAL ENGINEER DURING CONSTRUCTION, RIDGE BOARD 2X 12 ROOF RAFTERS 2X 10 @ I G" O.G. COLLAR TIES 2X8 @ I G" O.C. 2X8 @ I G" O.C. (TYP.) 3/4" T4G PLYWOOD 5UBFL00R GLUED � NAILED (fYP.) SECTION VIEW GENERAL PLAN N0TE5 -WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DE51GN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE DWELLING AREA SUMMARY FIRST FLOOR 5F - 1 274 SF FOUNDATION SF - 1 274 5F TYPICAL NOTES: 1. 1 10 MPH EXP05UPE B WCFM GUIDELINES TO BE FOLLOWED -STRAPS, NAILING, RAFTER CLIPS, TIE DOWNS, ETC. 2. ENGINEER TO PERFORM FRAMING INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO INSURE SUCH PROTECTION. 4. CONTRACTOR SHALL 517E INSPECT ALL EXISTING V5. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/SHORING ETC. TO MAINTAIN/PR0TECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. G. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING V5. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS WORK PROGRESSES. I CI ' SHAWN MaCINNES CONTINUOUS RIDGE VENT 5IMP50N _STA 24 RIDGE STRAPS EVERY RAFTER ASPHALT ROOF SHINGLES 15# BUILDING PAPER 5/8" CDX SHEATHING R-38 FIBERGLASS INSULATION R-1 0 FIBERGLASS INSULATION 2X4 @ I G" O.C. 5I1VP50N LSTA 18 UPLIFT STRAP 32" O.C. 1/2" CDX SHEATHING 1/2" GWB VAPOR BARRIER TYVEK HOUSEWRAP CEDAR SIDING MATCH EXISTING TRIM (SEE ELVATI0N5 NOTES: 1. ALL PROPOSED EXTERIOR WALLS TO BE 2XG @ I G" O.C. UNLESS OTHERWISE NOTED. 2. ALL PROPOSED INTERIOR WALLS TO BE 2X4 @ I G" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 4. FASTENING SCHEDULE SEE DETAILS SHEET 4 5. 1 10 MPH EXPOSURE B WCFM GUIDELINES TO BE FOLLOWED - STRAPS, NAILING, RAFTER CLIPS, TIE DOWNS, ETC. G. BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN FIRST TWO J015T SPACES AND SHALL BE SPACED MAXIMUM 4 FEET ON CENTER. 7. FULL HEIGHT SHEATHING TO BE INSTALLED WHERE POSSIBLE. OTHERWISE INTERIOR HORIZONTAL 2X4 BLOCKING SHALL BE USED ON ALL HORIZONTAL SHEATHING SEAMS. 8. I -JOISTS TO BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. GENERAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER (TOE -NAILED) 2- a -1 Od EACH END RIM BOARD TO RAFTER (END -NAILED) -I Gd 3-1 611 EACH END ALL FRAMING -16d AT JOINTS OP PLATES AT INTERSECTIONS (FACE NAILED) STUD TO STUD (FACE NAILED) -I Ga -16d 24" O.C. d 16d I G" O.G. ALONG EJGLS HEADER TO HEADER (FACE NAILED) FLOOR FRAMING 4-86 -I Ocl PERJOIST J015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED) BLOCKING TO J015T (TOE NAILED) 2-Sd c- I Od EACH END 3-16d 4-I Gd EACH BLOCK BLOCKING TO SILL ORTOP PLATE (TOE NAILED) 3-I Ga 4-16d EACH JOIST EDGER STRIP TO BEAM OK GIRDER (FACE NAILED) J015T ON LEDGER TO BEAM (TOE NAIU:D) 3-5d .,-I 0d PER J05T BAND JOIST TO JOIST (END NAILED) 3-1 6d -I Gcl PER J015T -I d ..-1 Gd PERF OCT BAND J0IST TO SILL OR TOP PLATE (TOE NAILED) ROOF SHEATHING WOOD STRUCTURAL PANELS Sd I OJ 6" EDGE / G" FIELD RAFTERS OR TRU55E5 5PACED UP TO I G' O.C. 5d 1 OJ 4' EDGE 14" FIELD ,AFTERS OR TRUSSES SPACED OVER 1 G" O.C. 86 100 6" EDGE/ G" IELD GABLE END'WALL RAKE OR RAKE TRU55 W10 GABLE OVERHANG GAB! E ENDWALL RAKE OR RAKE TRU55 W/ STRUCTURAL d I oci G' EDGE / 6" FIELD OUTL0OKER5 bi I Od 4" EDGE / 4" FIELD GA.B'E ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS CEILING SHEATHING 5,1 COOLERS - 7' EJGE / 10' FIELD GYPSUM WALLBOARD ALL SHEATHING WOOD STRUCTURAL PANELS bd I oa EDGE / 12" FIELD STUDS SPACED UP TO 24" O.C. Sd - 3' EDGE / 6"' FIELD I/2" AND 25/32" FIBERBOARD PANELS 56 COOLERS 7' EDGE / 10" FIELD 112" GYPSUM WALLBOARD FLOOR SHEATHING WOOD STRUCTURAL PANELS d IOd "EDGE/ 12 FIELD I' OR LE55 I Od 16d G" EDGE / G" FIELD GREATER THAN I' EA5T ELE EXISTING ELEVATIONS PROPOSED RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS DRAWN BY: MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.maemnesconsulting.com (508)274-2091 VATION 2OF9 DATE: 12/8/19 SCALE: 1/4"=1' 4.01 7.0 SOUTH ELEVATION m 7.0 7.0 am 1 5.0 23.0 14.0 EXISTING FIRST FLOOR PROPOSED RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS 3 OF 9 DRAWN BY: DATE: 12/8/19 MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.macinnesconsulting.com icn0\'1-7n 'Inni SCALE: 1/4"=1' FI RST FLOOK 34.0 • 23.0 5.0 EXISTING FOUNDATION PROPOSED RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS DRAWN BY: MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.macinnesconsulting.com (508)274-2091 4OF9 DATE: 12/8/19 SCALE: 1/4"=1' sHa.WN< MWINNES CIVIL ,j'1.41328 , ': ! 34.0 FOUNDATION PLAN Niue WEST ELEVATION PROPOSED ELEVATIONS PROPOSED, RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS DRAWN BY: MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.macinnesconsulting.com (508)274-2091 5 OF 9 /��'" o` SNA4" J MzcINNES CIVIL -o No. 41328 DATE: 12/8/19 , SCALE: 1/4"=1' NORTH ELEVATION G.5 .m - 34.0 - EAST ELEVATION 5.8 7.0 7.0 SOUTH ELEVATION NEW WIND NEW WINDOW LOCATION MATCH EXISTING NEW DOOR LOCATION SH.;iN MacINNES CIVIL No. 41328 FI RST FLOOR PLAN RECEIVED DEC /? 4 2019 HEALTH DEPT; NOTE: ROOF FRAMING SHOW 15 FOR SECTIONS OF ROOF BEING RECONSTRUCTED. SECTIONS OF EXISTING ROOF TRUSS TO BE REPAIRED ARE TO BE ARE TO BE COORDINATED WITH STRUCTURAL ENGINEER DURING CONSTRUCTION, RIDGE BOARD 2X 12 ROOF RAFTERS 2X 10 @ I G" O.C. COLLAR TI E5 2X8 @ I G" O.C. 2X8 @ I G" O.C. (TYP.) 3/4" TSG PLYWOOD SUBFLOOR GLUED � NAILED (TYP.) SECTION VIEW GENERAL PLAN NOTE5 - WHERE DISCREPANCIES EY15T BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE M05T RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE DWELLING AREA SUMMARY F1 RST FLOOR 5F - 12 7 4 5F FOUNDATION SF - 1 274 5F TYPICAL NOTES: 1. 1 1 O MPH EXPOSURE B WCFM GUIDELINES TO BE FOLLOWED - STRAPS, NAILING, RAFTER CLIPS, TIE DOWN5, ETC. 2. ENGINEER TO PERFORM FRAMING INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECE55APlY TO INSURE SUCH PROTECTION. 4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALL5/5110RING ETC. TO MAINTAIWPOTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. G. CONTRACTOR SHALL 51TE IN51"ECT/VERIFY ALL EXISTING V5, PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS WORK PROGRESSES. PROPOSEDSECTION & NOTES PROPOSED RENOVATIONS AT 163 HIGGINS CROWELL ROAD WEST YARMOUTH, MASSACHUSETTS 9 OF 9 DRAWN BY: DATE: 12/8/19 MACINNES CONSULTING, LLC EAST SANDWICH, MA 02537 www.macinnesconsulting.com SCALE: 1/4"=1' (508)274-2091 5 k,, MacINNES CIVIL No.41328 CONTINUOUS RIDGE VENT SIMPSON LSTA 24 RIDGE STRAPS EVERY RAFTER ASPHALT ROOF SHINGLES 15# BUILDING PAPER 5/8" CDX SHEATHING R-38 FIBERGLASS INSULATION R-19 FIBERGLASS INSULATION 2X4 @ I G" O.C. 51MP50N LSTA 16 UPLIFT STRAP 32" O.C. 1/2" CDX SHEATHING 1/211 GWB VAPOR BARRIER TYVEK HOUSEWRAP CEDAR SIDING MATCH EXISTING TRIM (SEE ELVATION5 NOTES: 1. ALL PROPOSED EXTERIOR WALL5 TO BE 2XG @ I G" O.G. UNLESS OTHERWISE NOTED. 2. ALL PROP05ED INTERIOR WALLS TO BE 2X4 @ I G' O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 4, FASTENING SCHEDULE SEE DETAILS SHEET 4 5. 1 10 MPH EXPOSURE B WCFM GUIDELINES TO BE FOLLOWED - STRAPS, NAILING, RAFTER CLIPS, TIE DOWNS, ETC. G. BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN FIRST TWO J015T SPACES AND SHALL BE SPACED MAXIMUM 4 FEET ON CENTER. 7. FULL HEIGHT SHEATHING TO BE INSTALLED WHERE POSSIBLE. OTHERWISE INTERIOR HORIZONTAL 2X4 BLOCKING SHALL BE USED ON ALL HORIZONTAL SHEATHING SEAMS. 8. I -JOISTS TO BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. GENERAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER 0` COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING -8d P -I Od EACH END BLOCING TO RAFTER(TOE-NAILED] K EACH END RIM BOARD TO RAFTER (END -NAILED) WALL FRAMING 56 5-IGd AT JOINT TOP PLATES AT INTERSECTIONS (FACE NAILED) - A d STUD TO STUD (FACE NAILED) GCI IGd I G" .C. ALONG EDGES HEADER TO HEADER (FACE NAILED) FLOOR FRAMING 4-56 -IOd PER JOIST J05T TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 2-8d 2--1 ud- LACH END BLOCKING TO JOIST QOE NAILED) 3-IGd 4-1 Gd EACH BLOCK BLOCKING TO SILL OR TOP PLATE (TOE NAILED) -IGd 4-1 Gd EACI1 JOIST LEDGER STRIP TO BEAM OR GIRDER (PACE NAILED) - d 3-1 Old PER J05T JO;5T ON LEDGER TO BEAM (TOE NAILED) 3-1 Gd 4-1 Gd PER J015T BAND J015T TO J015T (END NAILED) _I a -I rci PERF BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 200E SHEATHING WOOD STRUCTURAL PANELS gd I Od 6" EDGE / G" FIELD RAFTER5 OR TRUSSES SPACED UP TO 1 G" O.C. Bd 1 Od 4" EDGE / 4" FIELD RAFTERS OR TRUSSES SPACED OVER I G" O.C. gd I Od 6" EDGE / G" FIELD GA5s E ENDWALL RAKE OR RAKE TPU55 WJO GABLE OVERHANG d Iva " EDGE / G" FI LD GABLE ENDWALL RAKE OR RAKE TRD55 W/ 5TR'dCTUP.AL OUTLOOKER5 d I Od 4" EDGE / 4' FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS CEILING 5HEATHING 5d COOLERS - 7" EDGE J I " FI LD GYPSUM WALLBOARD WALL SHEATHING WOOD STRUCTURAL PANELS I Od 6' EDGE / 2 STUDS SPACED UP TO 24" O.C. a - FD 3" EDGE/ 6" FiLLD 1/2' AND 25132" FIBERBOARD PANELS 5d COOLERS - I' EDG ! I U'FIELD 1/2" GYPSUM WALLBOARD FLOOR 5HEATHING WOOD STRUCTURAL PANELS 8d IOd 6" EDGE! 12" FIELD I"OR LE55 1 Od I rci G" EDGE / G" fIELD GREATERTHAN 1"