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HomeMy WebLinkAboutBLD-19-2572_ 28 REVISIONS: LOCUS INFORMATION No DATE DESC. 1. 8/14/1.8 RELOCATE ELEVATOR NQ NT OWNER: LAUREL MILLS _ TO REAR OF BUILDING CURRENT REMOVE STAIRWAY ON 3 TITLE REFERENCE: DEED BOOK 16017, PAGE 325 WEST SID /" v r E o PLAN REFERENCE: PLAN BOOK 33, PAGE 63 � � 2. 9/18/18 REV. ELEVATIONS t� ASSESSORS MAP: 29 _ NAVD 1988 gR� PARCEL: 126 3. 11/8/18 ADDITIONAL SETBACKS GRA �R RD ZONING DISTRICT: R-25 S AGgMSETBACKS NT 1.55 ** OR DSIDE 5 ,./ F RREAR 20' LOCUS �NDMFRE S�FFT MINIMUM LOT SIZE: 25,000 S.F. EXIST. TOTAL LOT AREA: 5,400 S.F. I CERTIFY TO THE BEST OF MY OVERLAY DISTRICT: NOT IN A ZONE II PROFESSIONAL KNOWLEDGE, INFORMATION NANTUCKET SOUND AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE FEMA FLOOD STRUCTURE AS DETERMINED BY ZONE DISTRICT: ZONE AE (ELEVATION 12) INSTRUMENT SURVEY AND AS SHOWN ON LOCUS MAP PANEL #25001CO569J THIS PLAN ARE CORRECT. NOT TO SCALE DATED 7/16/14 EXISTING BLD COVERAGE: 1,242± S.F. (23.0%) �� PROPOSED BLD COVERAGE 1,178± S.F (1.8% 8� Ka�YJ No.48135 '�1�2 516 REDUCED FRONTAGE ** KIERAN J. HE LY DATE PARCEL 127 16.1' PROFESSIONAL LAND SURVEYOR PARCEL 125 27' (30% OF 90') T . r 0 0 0 AVERAGE FOR PARCEL 126 16.1' + 27' = 43.1'/2= 21.55 CB/LEADED a, D a ... N o 2 CERTIFIED \ v N N PLOT PLAN BENCHMARK: '9 \ N WITH PROPOSED.', TOP OF -GONG. \ BOUND EL. 9.71 \ O \ ADDITION AT1 a CL N/F \c"pc�. \ #19 ro MICHAEL KACZMAREK ?� ASSESSORS MAP 29 O PROPOSED 8' \ O� Q \ o PARCEL 127 X00 WIDE PORCH 000, q SAGAMORE ROAD 1 m EX. SECOND STORY IN EGRESS DECK W. YARMOUTH -- <(S, %Y ° MASSACHUSETTS \�� R XIS . \ `�oF (BARNSTABLE COUNTY) VE N/F r \ \ \ \ \\ \ PAUL D. GOODRICH \ \ \ \ \ O ASSESSORS MAP 29 s• \ \ \ \ 00 - PARCEL 118 `� \ \\ ' ��\ \ 'DECEMBER 27, 2017 `} �s #19 GAR. SLAB \\\ /`�� LEADED R E C E I V r EXISTING ELEV.=9.1 \\ DWELLING Fhlov 14 F.FLOOR=12.6 t • LSUi LDIhG DG PAR fAr: ` �1 ?O• �ryQ PREPARED FOR CB/LEADED ROBERT:BARTOLiNI FND OFF :. 0 & A/C LAUREL MILLS �O• LAUREL MILLS 35 WOODLAND ROAD 00, ASSESSORS MAP 29 e PARCEL 128 ASHLAND, MA ±31721 CONCRETE PATIO & DEC 5,400±S.F. TO BE REPLACED WITH 1st, 'sem 2nd ENCLOSED & 3rd / ¢ M GROUP STORY PARTIALLY ENCLOSEDIV AREA & DECK A , x� N/F li ryoN �y0 FRANCES RAND=SHAW 4 g� EX. A/C UNIT TO ASSESSORS MAP 29 349 Main Street, Route 28 PROPOSED BE RAISED FROM PARCEL 125 West Yarmouth, Massachusetts ADDITION TO 6O ELEV. 11.7 TO 12.2 02673 'O (6 RISE) HOUSE o• 508 778 8919 HANDICAPPED jc ACCESSIBLE i� ELEVATOR p t / © 2018 The BSC Group, Inc. PROPOSED .. EXISTING INTERIOR1 � %'✓%(/}'/ SCALE: 1". =10' 1� WIDE 0 1.25 2.5 5 ems UTILITIES TO BE RAISED STONE SWALE . ABOVE ELEVATION 12.1 // 0 5 10 20 Fm. IF REQUIRED. PROD. MGR.: CRAIG FIELD NOTE: THE SEPTIC SYSTEM LOCATION 1S APPROXIMATE AN IS FIELD: P. HAGIST BASED ON AS -BUILT INFORMATION ON FILE AT TH CALC./DESIGN: P. HAGIST YARMOUTH BOARD OF HEALTH. DRAWN: P. HAGIST / K. HEALY N/F N/F DOMENICK J. ROSSETTI AT TIME OF HOUSE CONSTRUCTION THE BUILDI G CHECK: CRAIG FIELD RONALD C. YATES LIFE EST. ASSESSORS MAP 29 INSPECTOR REQUESTED A SECOND MEANS OF EGRESS . FILE: 8448-2017.DWG ASSESSORS MAP 29 PARCEL 120 FROM THE 2 FLOOR THAT IS NOW ON THE SIDE OF E PARCEL 119 BUILDING. THAT STAIRS WILL NOW BE REMOVED.— T DWG. NO: 5320-04 SHEET 1 OF 1 - JOB. NO: 4-8448.01 LOCUS INFORMATION REDUCED FRONTAGE ** PARCEL 127 16.1' PARCEL 125 27' (30% OF 90') AVERAGE FOR PARCEL 126 16.1' + 27' = 43.1'/2= 21.55' BENCHMARK: TOP OF CONC. BOUND EL. 10.08 M W a N/F C MICHAEL' KACZMAREK ASSESSORS MAP 29 0 PARCEL 127 0 0 0° EX. SECOND STORY EGRESS `DDE/CK N/F PAUL D. GOODRICH ASSESSORS MAP 29 s' PARCEL 118 N/F LAUREL MILLS ASSESSORS MAP 29 PARCEL 126 T r r0 O 0 00 CB/LEADED N Z N N r N O \\ \\ 0 0 ti TO PROPOSED � \ PROPOSED 8' WIDE PORCH i (Sl\� \yF2 moo. EXIST. !y \`RRIVEWA \ J \ F #19 GAR. SLAB \ \ \�/ LEADED EXISTING ELEV.=9.4 `\\ DWELLING F.FLOOR=13.0 _y 5, 400±S.F. CB/LEADED FND OFF sR O00F 9 WORK MUST CO FM TO ALL 900° OWN BYLAW REGULAT ONS Y RMOUTH ATER DEPT DA E CONCRETE PATIO & DEC TO BE REPLACED WITH ,1st, ti� N/F 2nd ENCLOSED & 3rd FRANCES RAND—SHAW STORY PARTIALLY ENCLOSED ° ASSESSORS MAP 29 AREA &DECK 6O PARCEL 125 •oo Z01$ 21-CV4i4t) PROPOSED PROPOSED .. N ADDITION TO 1' WIDE HEALTH DEPT. HOUSE STONE SWALE HANDICAPPED NOTE: ACCESSIBLE THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS ELEVATOR BASED ON AS -BUILT INFORMATION ON FILE AT THE YARMOUTH BOARD OF HEALTH. AT TIME OF HOUSE CONSTRUCTION THE BUILDING N/F AOF N/F DOMENICK J. ROSSETTI FROM INSPECTORTHE2 FOLOOR UESTETD T SISCOND NOW ONANS T E S DEGOFSTHE RONALD C. YATES LIFE EST. ASSESSORS MAP 29 BUILDING. THAT STAIRS WILL NOW BE REMOVED. ASSESSORS MAP 29 PARCEL 120 PARCEL 119 REVISIONS: CURRENT OWNER: LAUREL MILLS 3� REMOVE STAIRWAY ON WEST SIDE. _ TITLE REFERENCE: DEED BOOK 16017, PAGE 325 2 PLAN REFERENCE: PLAN BOOK 33, PAGE 63 THIS PLAN ARE CORRECT. �OF Cl) ASSESSORS MAP: 29 ER PARCEL: 126 GRE Rp ZONING DISTRICT: R-25 lr��L SgGAMORe SETBACKS: FRONT 21.55'** SIDE Rp W. YARMOUTH MASSACHUSETTS MERE DECEMBER 27, 2017 REAR 20' LOCUS S7REET MINIMUM LOT SIZE: 25,000 S.F. 35 WOODLAND `ROAD EXIST. TOTAL LOT AREA: 5,400 S.F. BSC UROUP OVERLAY DISTRICT: NOT IN A ZONE II NANTUCKET SOUND 508 778 8919 © 2018 The BSC Group, Inc. SCALE: 1" =10' FEMA FLOOD 0 5 10 20 Fm PROJ. MGR.: CRAIG FIELD ZONE DISTRICT: ZONE AE (ELEVATION 12) LOCUS MAP CHECK: CRAIG FIELD PANEL #25001CO569J NOT TO SCALE DATED 7/16/14 SHEET 1 OF 1 EXISTING BLD COVERAGE: 1,242± S.F. (23.0%) PROPOSED BLD COVERAGE 1,178± S.F. (21.87.) REDUCED FRONTAGE ** PARCEL 127 16.1' PARCEL 125 27' (30% OF 90') AVERAGE FOR PARCEL 126 16.1' + 27' = 43.1'/2= 21.55' BENCHMARK: TOP OF CONC. BOUND EL. 10.08 M W a N/F C MICHAEL' KACZMAREK ASSESSORS MAP 29 0 PARCEL 127 0 0 0° EX. SECOND STORY EGRESS `DDE/CK N/F PAUL D. GOODRICH ASSESSORS MAP 29 s' PARCEL 118 N/F LAUREL MILLS ASSESSORS MAP 29 PARCEL 126 T r r0 O 0 00 CB/LEADED N Z N N r N O \\ \\ 0 0 ti TO PROPOSED � \ PROPOSED 8' WIDE PORCH i (Sl\� \yF2 moo. EXIST. !y \`RRIVEWA \ J \ F #19 GAR. SLAB \ \ \�/ LEADED EXISTING ELEV.=9.4 `\\ DWELLING F.FLOOR=13.0 _y 5, 400±S.F. CB/LEADED FND OFF sR O00F 9 WORK MUST CO FM TO ALL 900° OWN BYLAW REGULAT ONS Y RMOUTH ATER DEPT DA E CONCRETE PATIO & DEC TO BE REPLACED WITH ,1st, ti� N/F 2nd ENCLOSED & 3rd FRANCES RAND—SHAW STORY PARTIALLY ENCLOSED ° ASSESSORS MAP 29 AREA &DECK 6O PARCEL 125 •oo Z01$ 21-CV4i4t) PROPOSED PROPOSED .. N ADDITION TO 1' WIDE HEALTH DEPT. HOUSE STONE SWALE HANDICAPPED NOTE: ACCESSIBLE THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS ELEVATOR BASED ON AS -BUILT INFORMATION ON FILE AT THE YARMOUTH BOARD OF HEALTH. AT TIME OF HOUSE CONSTRUCTION THE BUILDING N/F AOF N/F DOMENICK J. ROSSETTI FROM INSPECTORTHE2 FOLOOR UESTETD T SISCOND NOW ONANS T E S DEGOFSTHE RONALD C. YATES LIFE EST. ASSESSORS MAP 29 BUILDING. THAT STAIRS WILL NOW BE REMOVED. ASSESSORS MAP 29 PARCEL 120 PARCEL 119 REVISIONS: NO. DATE DESC. �t��f 1. 8/14/18 RELOCATE ELEVATOR TO REAR OF BUILDING REMOVE STAIRWAY ON WEST SIDE. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. �OF g� KIERAN J. HEALY c4 m No.48135 KIERAN J. EALY DATE PROFESSIONAL LAND SURVEYOR CERTIFIED PLOT PLAN WITH PROPOSED ADDITION AT #19 SAGAMORE ROAD IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DECEMBER 27, 2017 PREPARED FOR: ROBERT BARTOLINI LAUREL MILLS 35 WOODLAND `ROAD ASHLAND, MA 01721 BSC UROUP 349 Main Street, Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2018 The BSC Group, Inc. SCALE: 1" =10' 0 1.25 2.5 5 mum 0 5 10 20 Fm PROJ. MGR.: CRAIG FIELD FIELD: P. HAGIST CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST / K. HEALY CHECK: CRAIG FIELD FILE: 8448-2017.DWG DWG. NO: 5320-04 SHEET 1 OF 1 JOB. NO: 4-8448.01 1L 28 LOCUS INFORMATION N CURRENT OWNER: LAUREL MILLS 3� ? TITLE REFERENCE: DEED BOOK 16017, PAGE 325 2 PLAN REFERENCE: PLAN BOOK 33, PAGE 63 Q rn ASSESSORS MAP: 29 �� 6RFR PARCEL: 126 G� Rp ZONING DISTRICT: R-25 L SqG SETBACKS: FRONT 21.55'** gMORE RQ SIDE 15 REAR ' LOCUS �NpMERE SHEET MINIMUM LOT SIZE: 25,000 S.F. EXIST. TOTAL LOT AREA: 5,400 S.F. OVERLAY DISTRICT: NOT IN A ZONE II NANTUCKET SOUND FEMA FLOOD ZONE DISTRICT: ZONE AE (ELEVATION 12) LOCUS MAP PANEL #25001CO569J NOT TO SCALE DATED 7/16/14 EXISTING BLD COVERAGE: 1,242± S.F. (23.0%) PROPOSED BLD COVERAGE 1,178± S.F. (21.87.) REDUCED FRONTAGE ** PARCEL 127 16.1' PARCEL 125 27`1(30% OF 90') r p O o AVERAGE FOR PARCEL 126 16.1' + 27' = 43.1'/2 21.55' CB/LEADED S v N N Z r N � BENCHMARK: 0 0 TOP OF CONC. \ r BOUND EL. 10.08 \ /�1 \ LLIQ F Q X61 \ 0- N/F ad Mo, 06 MICHAEL KACZMAREK ?�• 2 G'F \ \ ASSESSORS MAP 29 Op PROPOSED 3' /PO 0: PARCEL 127 �O• WIDE PORCh Opo q I/y \ M EX. SECOND STORY ,� EGRESS DECK / \� ro EXIST. RIVEWA PAUL DN GOODRICH ASSESSORS MAP 29 PARCEL 118 #19 GAR. SLAB \\\ /\/ LEADED EXISTING ELEV.=9.4 \\ N/F DWELLING i LAUREL MILLS F.FLOOR=13.0 ASSESSORS MAP 29 's PARCEL 126' 5,400±S.F. CB/LEADED FND OFF SRS A/C 1-10 00 9 OO CONCRETE PATIO & DEC TO BE REPLACED WITH 1st, N/F 2nd ENCLOSED & 3rdFRANCES RAND—SHAW STORY PARTIALLY ENCLOSED ° ASSESSORS MAP 29 AREA &DECK 00 PARCEL 125 °0• PROPOSED PROPOSED �. ADDITION TO 1' WIDE HOUSE STONE SWALE HANDICAPPED NOTE: ACCESSIBLE THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS ELEVATOR BASED ON AS -BUILT INFORMATION ON FILE AT THE YARMOUTH BOARD OF HEALTH. AT TIME OF HOUSE CONSTRUCTION THE BUILDING N/F INSPECTOR REQUESTED A SECOND MEANS OF EGRESS N/F DOMENICK J. ROSSETTI FROM THE 2 FLOOR THAT IS NOW ON THE SIDE OF THE RONALD C. YATES LIFE EST. ASSESSORS MAP 29 BUILDING. THAT STAIRS WILL NOW BE REMOVED. ASSESSORS MAP 29 PARCEL 120 PARCEL 119 REVISIONS: NO. DATE DESC. 1. 8/14/18 RELOCATE ELEVATOR R OF BUILDING STAIRWAY ON LEE IDE. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF KIERAN J. $ HEALY m - No.48135 �7 ND KIERAN J. HEALY DATE PROFESSIONAL LAND SURVEYOR CERTIFIED PLOT PLAN WITH PROPOSED ADDITION AT #19 SAGAMORE ROAD IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DECEMBER 27, 2017 PREPARED FOR: ROBERT BARTOLINI LAUREL MILLS 35 WOODLAND ROAD ASHLAND, MA 01721 u Iia 'RIBS"o GROUP 349 Main Street, Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2018 The BSC Group, Inc. SCALE: V, =10' 0 1.25 2.5 5 METERS 0 5 10 20 Feer PROJ. MGR.: CRAIG FIELD FIELD: P. HAGIST CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST / K. HEALY CHECK: CRAIG FIELD FILE: 8448-2017.DWG DWG. NO: 5320-04 SHEET 1 OF 1 JOB. NO: 4-8448.01 PT 2x12 @ 16" O.C, TAPERED TO SLOPE ole PPROVI D O.C. BLOCKING v " FIRST (2) BAYS FROM END WALL-TYP. 2-I "x9'"LVL BELOW OR TO MEET MFR. 7 CODE REQUIREMENTS i- , ca ------� - ----------Q ------71—; - — - — - — - — -- - -- — - — - — - �;------t- - ,7/ 2x6 VALLEY LEDGER j LAID FLAT ON EX. - PLYWOOD ROOF-TYP \---f---7/ \, i --7' f EXISTING ROOF ALL NEW ROOF SHINGLES 2x10 RIDGE BD 2x8 FRAME II I 2-I"x9' LVL BELOW ROOF FRAMING PLAN SCALE 114"=I' -O" O e �" CDX PLYWD ON 2x8 @ 16" O.C. ALL TRIM TO MATCH EX. 2-1 a"x9 j' LVL DECORATIVE BRACKET BEYOND T.O. GARAGE SLAB ELEV.=q.5' -_ GARAGE ION j; LU !) _rh C6(—��/j/'�ji 4r I�! - .. ` DF�p RT7.9E ,i 1 i�- CON'T RIDGE VENT 202 RIDGE BD.—� TYP. 2nd FLOOR CONSTRUCTION 3/4" T4G PLYWD 5UBFLOOR GLUED 4 NAILED OVER 2x12's @ 16" O.C. TAPER TO SLOPE R38 INSULATION — — v� 1 -YP. 15T15T FLOOR CONSTRUCTION CONSTRUCTION 1/4" T4G PLYWD 5UBFLOOR i0 ' ;LUED 4 NAILED OVER '- !x 10's @ I6" O.G. . '' (Rlq) FIBERGLASS BATT_ g5ULATION 3-1 J'xq 4" LVL STAMP: 3 0 r - Z o u) -0 W Q p �Lli � T�4�c �W �z Q p _ = o0 060 00 F- �Q 0-� 3 civil Wa: 35ii86 �api+��Cil T�4�c �W NAIL W !�/s U fief b zoQ TYPICAL ROOF CONSTRUCTION D O ASPHALT SHINGLES ON 15# BUILDING FELT ON m 1/2" CDX PLYWD. Li 2x10 RAFTERS @ 16" O.G. w/ W SIMPSON H2.5A CLIPS @ 10 O.C. D O z0=>/ LJ— 0 Q CD >- — 2x8 @ J6" O.C. Q < Q I— . 2x10 @ 16" O.G. m W _2-1 "x9}"LVL . W 5IMP50N ANCHORS TOP AN BOTTOM-TYPAT EACH POST -PT 6x6 P05T-TYP COMPOSITE DECKING ON 2x TAPERED SLEEPERS TITLE: ON RUBBER MEMBRANE ON J" PLYWOOD FLOOR FRAMING TYPICAL WALL CONSTRUCTION PLANS/ W.C. SHINGLES 5 1/2" EXPOSURE TYVEK HOUSEWRAP CROSS SECTION 1/2" ZIP PLYWOOD 2x6 STUDS @ 16" O.C. R21 INSULATION 1/2" BLUE BOARD w/ VEN. DATE ISSUED: PLASTER (SMOOTH) 08/17/2018 REVISIONS: X W S u f - Q E: ELEV.=12.20' BASEMENT FLOOR FOUNDATION ELEV= 0.00 BITUMINOUS DAMPPROOFING ON 10" CONC. WALL w/ DRAWN BY - 2 -#4 TOP 4 BOTTOM ON ---- 20"AO" CONC. FTG. w/ PROJECT 2"x4" CONT. KEY # AD ITION BASEMENT FLOOR: DRAWING NO.: 3 1/2" GONG. SLAB OVER 6 MIL POLY VAPOR BARRIER ON 6" COMPACTED GRAVEL A 5 GENERAL STRUCTURAL NOTES 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MA55ACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), "WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM);' AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-10)." THE BASIC WIND SPEED FOR THE DESIGN OF THIS STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURE CATEGORY 'Cl 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE IN5PECTION(5) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN THE INSPECTIONS) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE. THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE WITH CATALOG C-2014. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. ALL ENGINEERED LUMBER PRODUCTS TO BE I -LEVEL TRUS JOIST (OR EQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ROOF FRAMING CONNECTIONS 1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE WITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS. 2. ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF THE EXTERIOR WALL WITH (1) H2.5A CONNECTOR. CONNECTOR TO BE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. TSP CONNECTOR PER NOTE 1', "WALL FRAMING UPLIFT CONNECTIONS", IS NOT REQUIRED WHEN USING (1) H2A AT EVERY RAFTER. 3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE BLOCKING AT 6" O.C. PROVIDE 'V' NOTCH IN BLOCKING TO PROVIDE ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBC CONNECTOR. FLOOR FRAMING CONNECTIONS 1. PROVIDE (2) 13/4" WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN PARALLEL TO THE FLOOR FRAMING DIRECTION. IF CS 16 COIL STRAPS ARE SPECIFIED AS HOLDDOWNS AT THE END OF THE SHEARWALL, WRAP THE STRAP(S) AROUND THE (2) 13/4' WIDE LVLS AS SPECIFIED, WRAPPING THE STRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL IS A HDU TYPE, SUBSTITUTE (2)13/4' WIDE LVLS WITH 3 %2 WIDE PARALLAM (MIN). SEE DETAIL . ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS. HD 2. PROVIDE 3 1/2" WIDE PARALLAM PSL BLOCKING OR (2)13/4' WIDE LVL BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE PERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY. 3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE RIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O.C. OR W/ (2) 10d TOE NAILS PER 1211 . .r. SAGAMORE 111111' aW. YARMOUTH, MA GENERAL STRUCTURAL NOTES WALL FRAMING CONNECTIONS 1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9)10d x 1 %2 NAILS TO THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING. NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON _5 2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON THE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) C516 COIL STRAP AND (7) 10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING SHALL BE ATTACHED TO THE BEAM WITH (1) LT512 TWIST STRAP AT 16" O.C. (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED DIRECTLY 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 wF) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= V-0" TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'-i" TO 6'-0" (2) LSTA 9 (2) SP4 L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 *ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE : 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTED). 2. PROVIDE (1) 55P FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE WALL, WITH (3)10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZE REFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE 'b' AND ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE OPENING. SHEARWALL SCHEDULE WALL TYPE SCHEDULE 1�15/2' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD. �15/2' PLYWOOD - (EDGES BLOCKED) 2 8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIELD. z15/2' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGE5 AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. NOTE FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 %"). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD A(3) - 16d COMMON WIRE NAILS PER 16" (4) - 16d COMMON WIRE NAILS PER 16" (3) - SWOOD SCREWS " WS PSON PER 16x 3%") CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE 5/8" dia. ANCHOR BOLTS AT 32" o.c. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/g" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3"x 3"x %4' PLATEWASHER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TITEN HD BOLTS WITH 3"x 3"x %4" PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF THE WALL. 2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2) 16d NAILS AT 4" O.C. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. i DEC 19 2!6 P � A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION SHEARWALL HOLDOWN SCHEDULE SHEET STRAP HOLDOWNS DATE:11-20-2018 - CS 16 COIL STRAP W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP IO(1) IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 l�Du� APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *. .r. SAGAMORE 111111' aW. YARMOUTH, MA GENERAL STRUCTURAL NOTES WALL FRAMING CONNECTIONS 1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9)10d x 1 %2 NAILS TO THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING. NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON _5 2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON THE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) C516 COIL STRAP AND (7) 10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING SHALL BE ATTACHED TO THE BEAM WITH (1) LT512 TWIST STRAP AT 16" O.C. (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED DIRECTLY 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 wF) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= V-0" TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'-i" TO 6'-0" (2) LSTA 9 (2) SP4 L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 *ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE : 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTED). 2. PROVIDE (1) 55P FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE WALL, WITH (3)10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZE REFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE 'b' AND ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE OPENING. SHEARWALL SCHEDULE WALL TYPE SCHEDULE 1�15/2' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD. �15/2' PLYWOOD - (EDGES BLOCKED) 2 8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIELD. z15/2' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGE5 AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. NOTE FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 %"). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD A(3) - 16d COMMON WIRE NAILS PER 16" (4) - 16d COMMON WIRE NAILS PER 16" (3) - SWOOD SCREWS " WS PSON PER 16x 3%") CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE 5/8" dia. ANCHOR BOLTS AT 32" o.c. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/g" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3"x 3"x %4' PLATEWASHER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TITEN HD BOLTS WITH 3"x 3"x %4" PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF THE WALL. 2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2) 16d NAILS AT 4" O.C. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. i DEC 19 2!6 P � A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION SHEARWALL HOLDOWN SCHEDULE SHEET STRAP HOLDOWNS DATE:11-20-2018 - CS 16 COIL STRAP W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP IO(1) IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 %2" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *. r - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN ZO(2) STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 %2' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X_ FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF l/o STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 4x OR LARGER POST) *. - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN O(3) STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 %2' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 6x OR LARGER POST) *. FOUNDATION & HDU HOLDOWNS W/ 55TB24 ANCHOR BOLT**. ATTACH HDU TO 3" (MIN) OF OHDU5-SD52.5 2X OR GREATER FRAMING MATERIAL AND 5/8" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW5/8 COUPLER NUT. 5 HDU14-SDS2.5 W/ 581x30 ANCHOR BOLT**. ATTACH HDU TO 5 %2' (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWI COUPLER NUT. TC VVN Or Yac--r;,C 1TH REVIBIED FOR BUTTING AND ZONING CODE COMPLI- ANCE. ERRORS OR Cit ,".ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT' COMPLIANCE. DATE: 1 - d'• j!' UILDIN4 OFFICIAL ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK PRIOR TO CONCRETE POUR. USE APPROPRIATE ANCHORMATE DEVICE. LEGEND SHEARWALL TYPE OSHEARWALL HOLDDOWN TYPE 0 SHEARWALL HOLDDOWN - - - - SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. XK XJ # OF KING AND JACK STUDS AT OPENINGS 11 PROJECT ADDRESS: 19 SAGAMORE RD. W. YARMOUTH, MA ,I s � v, c ENZIE ENGINEERING CONSULTANTS structural - civil - environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 18►194 SHEET GloO DATE:11-20-2018 F No. aster r o�4% anti tgTER l/o JOB#: 18►194 SHEET GloO DATE:11-20-2018 SCALE: NONE 5 If-6�jlf MLe %3 LD or -OZ S7 Z JACK 5TUO5 C# PEP PLAN) OPENING KING 57-UO5 PLAN) ll II G516 -'57-PAP CAPPUED PEP 65N) C# PEP PLANS) "01-OOWN (PEP PLAN) ThPEAPED POD SILL PLi1Ti= a GNWGOUI?LEP . - 3" l0 5"'6 ..a ° a PEPAPa ANGIlOP DOLT ° O5P CPEP G5N> a (PEP. G5N) a 55TP hO�DOWN ANCtIOP 4 SECTION VIEW MODEL #DIA. 1 MIN. EMBED. MIN. REBAR LENGTH JACK 5TUO5 C# PEP PLAN) OPENING KING 57-UO5 PLAN) ll II G516 -'57-PAP CAPPUED PEP 65N) C# PEP PLANS) "01-OOWN (PEP PLAN) ThPEAPED POD SILL PLi1Ti= a GNWGOUI?LEP . - 3" l0 5"'6 ..a ° a PEPAPa ANGIlOP DOLT ° O5P CPEP G5N> a (PEP. G5N) a 55TP hO�DOWN ANCtIOP 4 SECTION VIEW MODEL #DIA. DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12 % 50" SSTB20 5/8 16 %8 58" SSTB24 5/8 20 5/8" 66" SSTB28 7/8 24 %1v 74" SSTB34 7/8 28 %of 82" S B 1 x30 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. a 45° a a a a a a d a a 557-P tIOLDOWN ANGtIOP MIN #4 PEPAP P0511"ION IN WALL PEP EDGE 0157-ANGE 5IMP50N MANUI=AGTUPEP'S 1,75" POP 2X4 WALL 5PEGlFIGArIONS 2,75" POP 2X6 WALL MIN. REBAR LENGTH PLAN VIEW HD HOLD DOWN AT WINDOW OR DOOR Pu�Lr uP coPNEP 5TUD5 (PEP Df7t}lL aD J G516 STPAP CAPPLIED PEP G5N) "OU "OLDOWN C# PEP PLANS) CPEP PLAN) o T>�PEADED POD P5P CPEP G5N) 3" -0 GNW CgUPLEP #4 PEDA;�4� a a 51LL PLATE a ANGtIOP POLI 55r0 t lOLP0141 N ANGhOP a (PEP G5N) A a f SECTION VIEW a l.� OPENING HD MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12 %8 i' 50" SSTB20 5/8 16 5/g" 58" SSTB24 5/8 20 %81' 66" SSTB28 7/8 247/8 ' 1 74" SSTB34 7/8 287/8 ' 82" S B 1 x30 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. MIN. REBAR #4 PEDAP EOGE 0157-ANGE m 1,75" POP 2X4 WALL z 2,75" POP 2X6 WALL a _ 55T0 11OLPOWN ANCtIOP PLACE 55rP APPOW ON TOP ° OF ANG11OP DIAGONAL IN GOPNEP APPLIGATION PLAN VIEW PUILr UP GOPNEP 5TUP5 CPEP OErAIL HD > G516 STIP AF hOU hOLI�OWN (APPLIEP PEP G5N) (PEP PLAN) C# PEP PLANS) 7-flPE110ED POD 05P (PEP G5N) 5 LL t}T� Z5117-0 5" `4 ° #4 PEPAP a a a a a GNW GOiPLEP SILL PLATE a ANGi70P DOLT 55TP tlOLOOWN ANGtlOP (PEP 65N) a A SECTION VIEW MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 125/811 50" SSTB20 5/8 165/8 " 58" SSTB24 5/8 205/8 66" SSTB28 7/8 247/8 74" SSTB34 7/8 28 7 82" SBlx30 1 24" 96" NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. #4 PEPAP 557-13 tlOLOOWN ANGI"IOP HOLD DOWN !AT EXTERIOR PUILT UP 5TUP5 (PSP D�T�tIL aD /IOU Hol -DOWN (PEP PLAN) PAPALAM (PFp PLAN) j-- r1iPlffADEP POP NOTE DRILL HOLE FOR THREADED ROD THROUGH PARALLAM AND ATTACH W/ NUT AND 3"x 3"x 4" PLATE WASHER APl-AGE 55TD APPOW ON TOP z OF ANctlop PIAGONAL IN zGOPNEP APPLIGATION a a J EDGE DISTANCE 1,75" FOP 2X4 WALL MIN. REBAR 2,75" FOP 2X6 WALL 5" MIN, PLAN VIEW 1 0011110 •0 21 VON POOP SftEATHING LSTA STPAP Ar (PEP G5N) (7) 10d NAILS (EAGh ENO) ++++-++ ---------------- --------- - - - 5EE ALTEPNATE� POOF PAFTEP5 PEP PLAN ALTERNATE ATTACH OPPOSING RAFTERS BELOW RIDGE BEAM OR RIDGE BOARD WITH 2 x 4 COLLAR TIE AS SHOWN. RIDGE STRAPS NOT REQUIRED WHEN USING A COLLAR TIE. 1.3 HOLD DOWN AT INTERIOR BUILDING CORNER 1.4 INTERIOR HOLD DOWN INTO1.5 F STRUCTURAL RIDGE BEAM HD HD BEAM IN FLOOR' FRAMING R ZX DLOCKING PETWEEN PAPTEPS POOP ShEATiVING (NOTGh FOPVENTILATION IF PEOUIPEP) POOF ShEATMING (PEFEP ro APGtIIrEGTUPAl- 2 X 4 WALL 2 X 6 WALL EPGE NAILING PLANS POP MOPE OETAIIL) POOL= PAFTEP PEP PLAN 6" O.C. 4" O.C. 6" O.C. 4" O.C. EDGE NNLING 7++ 7++ + + + 6x6 O,F, P05r � + BOLD DOV✓N -L ++ ++ "0/-0 DOWN + + + POOP PAI=TEP PEP PLAN CPEFEP TO + OOUDLE ZX TOP PLATE (PEP PLANT) + (PEP PLtW) + APG1117-,EG7-UPA1- PLAN5 FOP PAFTEP PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW DIMENSIONS AND EAVE OETAILING) DOUPLE 2X TOP PLATE T5P UNSTALL PPIOP TO NOTES NOTES PLYWOOD 5tyEATHING) 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS PEAM OP nEAPEP ZX 5TUD5 NOTE: NOT REQUIRED IF H2A OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. OF 51lOWN ON PLANS) IS USED AT VERY RAFTER h2,5A 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS (INSTALL PPIOPTO PLOGKING SHEARWALLS. RED FOR 1 ST STORY OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY SECTION .VIEW ELEVATION VIEW OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED AND PLYWOOP ShEAThINO) SHEARWALLS. ALTERNATE: H2A 1'6 RAFTER TO TOP PLATE A�F BUILTeUP CORNER AT END F RF O S H E ARWAL L PROJECT ADDRESS: 19 SAGAMORE RD. W. YARMOUTH, MA .7-V Y ;nri;f js"� MCKE Z E ENGINEERING CONSULTANTS structural - ch it - environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 rWJRKA NZIE .: avis. w No. 39bi� AN t JOB#: 18-194 SHEET G 1 • 1 DATE:11-20-2018 SCALE: NONE ++++++ ++++++ OPTION #1 RIMBOARD DOUBLE TOP PLATE ++++++ (2) 2 x 12 HEADER OR PECIFIED + + + + + + [CAL, REFER TO PLAN FOR SPECI HEADER REQUIREMENTS) + + + + + + ++++++ LSTA 4 STRAP (INSIDE F OF WALL) HEADER (2) 2x6 FASTEN TOP PLA TO HEADER WITH (2) ROWS OF 16d SI R NAILS AT 3" O.C. FASTEN SHEATHING TO ADER WITH 8d COMMON OR GALVANIZED BOX NAIL5 3" GRID PATTERN A-5 SHOWN AND 3" O.C. IN ALL FRA NG (STUDS, BLOCKING AND SILLS) TYP. (2)-2x6++= + FOR A PANEL LIC F NEEDED) ANEL EDGE 15/32" STRUCTURAL SHALL BLOCKED, AND { PANEL SHEATHING O UR WITHIN 24" OF f ID- HEIGHT OF WALL. ff BLOCKING SHALL BE 74 fff MIN. 2"x2"x3/6' NAILED WITH PLATE WASH (3) 16d SINKERS RIMBOARD SHEATHING FILLER (IF REQU ED) LSTA24 STRAP (INSIDE FACE OF WALL) HEADER TO (2)-2x6 2x6 FRAMING STH014 HOLDOWN ° e STH 4 HOLDOWN o 0 h d o °d 0°.. ° 0 e e . d -5/8" DIA. ANCHOR BOLT a a (T' MIN. EMBEDMENT) - APA PORTAL WALL (NOT TO SCALE, FOR EXAMPLE ONLY! SUBSERVIATE TO TT -100F) OPTION #2 HEADER SIZE ® ® © 0 ,(NOT TO SCALE, FOR HEADER SIZE L= 1'-0" TO 4'-0" (1) LSTA9 (1) SP4 (1) SSP PER KING "x 9" W/ (2" -13411X 94" STRUCTURAL W/ (5) sd PER KING 1 CS 16 - (6) 8d NAILS (EACH . PLYWOOD SHEATHING TO L= 4'-1" TO 6'-0" (2) LSTA9 (2) SP4 (1) SSP PLYWOOD SHEATHING TO L= 4'-1" TO 6'-0" (2) - Cs 16 W/ (5) 8d PER KING END OF STRAP PER EACH KING STUD '4') MATCH ELSWHERE. NAIL DOUBLE ROW SEE NOTE PER KING EACH END OF STRAP PER EACH KING STUD (1) SSP L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 PER KING (SEE NOTE OF 8d NAILS AT 3"o.c. PER KING (SEE NOTE W) OF 8d NAILS AT 3"o.c. ALTERNATE SEE NOTE 6 TOP AND BOTTOM OF PANEL INTO DOUBLE L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 (1) SSP KING (2)-cs16 (1)SSP L= 8'-1"TO 10'-0" PER TOP PLATE AND SEE NOTE 6 TOP PLATE AND HEADER (1) SSP HEADER (2) sT2122 PER KING L= 10'-1"TO 16-0" (2) ST2122 (2) SPH6 PER KING OPTION #2 HEADER SIZE FRAME FLITCH KTE (1) STEEL Z'x 9" W/ (2) LVL 13 x 94 ,(NOT TO SCALE, FOR EXAMPLE ONLY!) (1) - CS 16 (1) SSP "x 9" W/ (2" -13411X 94" L= 1'-0" TO 4'-0" W/ (5) sd PER KING STRUCTURAL EACH END o d.. ed (1) CS 16 - (6) 8d NAILS PLYWOOD SHEATHING TO L= 4'-1" TO 6'-0" (2) - Cs 16 W/ (5) 8d (1) SSP EACH END SEE NOTE PER KING EACH END OF STRAP PER EACH KING STUD MATCH ELSWHERE. NAIL DOUBLE ROW 1s (1 (1) SSP L= 6'-1" TO 8'-0" W w/ (6) sd '3' PER KING (SEE NOTE W) OF 8d NAILS AT 3"o.c. EACHH END ALTERNATE TOP AND BOTTOM OF PANEL INTO DOUBLE (2)-cs16 (1)SSP L= 8'-1"TO 10'-0" W/ 84 EACHH END PER KING SEE NOTE 6 TOP PLATE AND HEADER (1) SSP L= 10'-1" TO 16'-0" (2) sT2122 PER KING *NOTES: 1. HEADERS 4'-l" 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 PLATE CONNECTION 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 BOTH PLATES. CONSTRUCTION NOTES: 1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE ATTACHED TO CONCRETE FOUNDATION WITH (4)-2' THREADED RODS WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT. 2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO / FLITCH PLATES TO PROVIDE MOMENT CONNECTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ZZ PROVIDE PLATE AND MOMENT CONNECTION. — FABRICATOR TO PROVIDE DETAIL HSS POST AS SPECIFIED BASE PLATE AS SPECIFIED PROVIDE PLATE AND MOMENT — CONNECTION. FABRICATOR TO PROVIDE DETAIL H65 POST AS SPECIFIED BASE PLATE AS SPECIFIED FRAME FLITCH KTE (1) STEEL Z'x 9" W/ (2) LVL 13 x 94 ,(NOT TO SCALE, FOR EXAMPLE ONLY!) FLITCH PLATE ) STEEL "x 9" W/ (2" -13411X 94" PROVIDE PLATE AND MOMENT — CONNECTION. FABRICATOR TO PROVIDE DETAIL H65 POST AS SPECIFIED BASE PLATE AS SPECIFIED 2.- STEEL MOMENT FRAME o EXTERIOR WAL 1 (NOT TO SCALE, FOR EXAMPLE ONLY!) P&3f PLATO ANO ANGf10P )POLTS A5 PEP PLANS SECTION VIEW O O d a ; A (0—) ANGf1OF D LT /15 P�9 PLANS U5E 15' 6E 015TANGE F POM 51O OF PI -AT -f-15 CM1N) ANO 2,25" FPOM O6E OP GONGPETE (MIN) EI7D O TO l6" (I -71N) EfMD,ffOMfNT U 5OT GON57-PUGT10N EPDXY rod a 0 O Q R PLAN VI MOMENT FRAME BASE PLAT SCALE: NONE ,(NOT TO SCALE, FOR EXAMPLE ONLY!) o d.. ed 'd a < 2.- STEEL MOMENT FRAME o EXTERIOR WAL 1 (NOT TO SCALE, FOR EXAMPLE ONLY!) P&3f PLATO ANO ANGf10P )POLTS A5 PEP PLANS SECTION VIEW O O d a ; A (0—) ANGf1OF D LT /15 P�9 PLANS U5E 15' 6E 015TANGE F POM 51O OF PI -AT -f-15 CM1N) ANO 2,25" FPOM O6E OP GONGPETE (MIN) EI7D O TO l6" (I -71N) EfMD,ffOMfNT U 5OT GON57-PUGT10N EPDXY rod a 0 O Q R PLAN VI MOMENT FRAME BASE PLAT SCALE: NONE ,(NOT TO SCALE, FOR EXAMPLE ONLY!) PROJECT ADDRESS: 19 SAGAMORE RD. W. YARMOUTH, MA v•, Vit, y? McKENZIE ENGINEERING CONSULTANTS structural , civil ' environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 Mc Kr":NZIE Ciiait No. 3W—a JOB#: 18-194 SHEET - DATE:11-20-2018 SCALE: NONE STAMP: i $-I EMU v L� �l� 3, 6 YEAN 1111 IF -1 man ✓� 60 / Z C.� L 00 a o WQ LLIp w p= r- _7' xo� m U �Q M a� w U z Q Q THE BARTOLINI RESIDENCE 19 SAGAMORE ROAD WEST YARMOUTH, MA. o o w � w _ � � 200 0 < r Q , n Q V / m w �- � Q F— (n w � GENERAL NOTES (See also Project Specifications): 8. Existing surfaced disturbed during the course of the Work shall be reconstructed and finished to match adjoining surfaces. Patched areas shall be finished in ouch a manner as to provide visual and structural continuity across the entire affected surface. 1. The deneral Conditions state that the Contract Documents are complimentary. 9. All voids created or surfaces disturbed resulting from cutting, removal or installation of elements as art of the Work Shall be filled and finished to match adjoining construction. 2. Provide the serviced of a Massachusetts Registered purveyor t0 layout structure Ori site P g and establish existing elevations. Elevation of finished floor shall be established by 10. Except as provided in the Documents, no structural member or element shall be cut Architect with elevation information provided by 15urveyor. without written approval of the Architect. The deneral Contractor Shall coordinate all cutting and shall advise the Architect of any potential conflicts with new or existing 3. The deneral Contractor is responsible for all the work. A. Build and install parts of the Work level, plumb, square and in correct position. structure. B. Make joints tight and neat. If ouch is impossible, apply moldings, sealant or other 11. Demolition work shall onlybe carried out once all temporary Shoring and bracing is in P Y g g joint treatment as directed b Architect. place. Removal of all temporary supports .ohall be completed only after new work is secure Y d. Under potentially damp conditions, provide galvanic insulation between different and complete. metals which are not adjacent on the galvanic scale.did D. Apply protective finish to parts of the Work before concealing them. For example, 12. All materials, equipment and workmanship shall conform to the requirements of authorities having jurisdiction of the Work. paint door tops, bottoms, glazing Stops, glazing rebates, and hardware cutouts before hanging doors, and paint corrodible mounting plates before installing parts over them. 13. All materials and equipment shall comply with the Occupational Oafety and Health Act, E. Where accessories are required in order to install arts of the Work in usable form including all amendments. q p g and to make the Work perform properly, provide such acceosories. If special tools 14. All materials and equipment shall conform to the requirements of authorities having are required to maintain, adjust and repair products, provide them. F. Follow manufacturer's instructions for assembling, installing and adjusting products. jurisdiction regarding not using or installing asbestos or asbestos -containing materials. Do not install products in a manner contrary to the manufacturer's instructions 16. All paint used on all products and assemblies, shall conform to A.N.0.I. Z66.1, unless authorized In writing b the Architect. Opecificationd for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. g Y d- Adjust and operate all items of equipment, leaving them fully ready for use. 16. All warranties, guarantees and service maintenance agreements Shall commence on the H. The division of the Documents into Architectural, Otructural, Electrical, Mechanical, Plumbing and Civil components is not intended as division of the Work by trade or date of substantial Completion of the Work or of the item being guaranteed, whichever is later, so that the Owner may receive full use of the item for the guarantee or warranty otherwise. period. I. Provide utility installations from lot line to house including underground electrical, P water, telephone and CATV to comply with all local codes and requirements. 17. dENERAL WORK TO BE PERFORMED A5 PART OF THE dENERAL CONSTRUCTION: J. Concrete shall have compressive strength of 3000 psi ® 28 days for walls and A. Oea1 cracks and openings to make the exterior skin of the building tight to water and 3500 psi ® slab work, and reinforcing rods & woven wire fabric (WWF) per drawings. air entry_ Where noted, provide hard steel trowel finish on Slabs. B. Provide adequate blocking, bracing, nailero, fastenings and other Supports to install Dampproofing shall be factory manufactured oemi-maotic consistency from asphalts parts of the work securely. Blocking, bracing, nailero, fastenings and other supports and mineral fibers, and installed on all walls and footings. Shall be of a type not subject to deterioration or weakening as the result of Piers for decks shall be concrete filled 15onotube forms. environmental conditions or aging. d. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes 4. The deneral Contractor shall verify all dimensions at the site and shall notify the and other products pass through or are being removed from existing construction. Architect of any diocrepancieo before proceeding with the Work or purchasing materials D. Provide chases, furred d aces, trenches, covers, pito, foundations and other P or equipment. Verify critical dimensions in the field before fabricating items which must construction required in conjunction with the Work. If such construction is not fit adjoining construction. shown on the Drawings, coordinate with Architect for sizes and placement. g P 5. All details are typical unless otherwise noted and are not necessarily shown in the E. Provide and coordinate access doors and panels as required for access to equipment Documents at all locations where they occur. requiring adjustment, inspection, maintenance or other access and as required for access to spaces not otherwise accessible, such as attics and crawl spaces. 6. The Architectural Documents govern the location of all Electrical and Mechanical itemsF. Check Drawings and manufacturers' literature for requirements for bases, pads, and installed as a part of the Work. other supporting structures. Provide such Structures. Remove supporting structures 7. Existing items which are not to be removed and are damaged or removed in the course associated with removed equipment and patch remaining surfaces. of the Work shall be repaired and replaced in like new condition without cost. d. AN part of one year warranty specified in the deneral Conditions, repair cracks and other damage which occur as a result of settlement and shrinkage during the first year after 5ubotantial Completion. ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS AB. ANCHOR BOLT JT JOINT AF.F. ABOVE FINISH FLOOR LAd LAO BOLT ALIT ACOUSTICAL THE LAM. LAMINATE ALUM ALUMINUM LAV. LAVATORY ANOD ANODIZED L LENGTH ® AT MFR MANUFACTURER BAHT BASEMENT M.O. MASONRY OPENINd RIT BITUMINOUS MAT. MATERIAL ELK BLOCK MAX MAXIMUM BLKG BLOCKING MEdH. MECHANICAL B0TT BOTTOM MIN. MINIMUM B.O.W. BOTTOM OF WALL MTD. MOUNTED BM BEAM No NUMBER BLDG Buiumd NOM. NOMINAL dPT CARPET N.I.d. NOT IN CONTRACT CSMT CASEMENT N.T.S. NOT TO SCALE CK CAULK(INd) O.C. ON CENTER CEIIJNd ON OVERHEAD CLOS CLOSET OPNd. OPENINd COL COLUMN PNT. PAINT CONC. CONCRETE PTD PAINTED situ CONCRETE MASONRY UNIT PNL PANEL dONST. CONSTRUCTION PART- PARTITION CONT. CONTINUOUS PL PLATE di dONTROL/OCNATR. JOINT Pus. PLASTER CTsK COUNTERSUNK P,AM. PLASTIC LAMINATE DET. DETAIL PLBd. PLUMBINd DIA DIAMETER PLYWD PLYWOOD DR DOR DIMENBION P.T. PRESSURE TREATED Q.T. QUARRY TILE DH DOUBLEHUNd REQ'D REQUIRED DWa( DRAWER REF. REFIMION8 R DWd(S) DRAWING(0) REV. REVISIONA DF DRINKINd FOUNTAIN R RISER DW DISHWASHER RD ROOF DRAIN EIEC. ELEdTRId(AL) RM. ROOM EL ELEVATION R.O. ROudH OPENINd ELEV. ELEVATOR SEdT. SEdTION EVER EMERdENCY SdHED. SdHEDULE EQ EQUAL SPEC: SPECIFIdATIONs EXIST. EXISTINd SL SIDBLIdFIT of Exd. OTD. STANDARD E] EXPANSION JOINT S&P SHELF&POLE EXP EXPOSED STL STEEL SUSP. SUSPENDED FIN LIMIEHED THK THICK FA FIRE ALARM T&B TOP&BOTTOM F.B.O. FURNISHED BY OWNER T&d TONOuE&dROOVE FE FIRE =CIUISHER T.O.F. TOP OF FOUNDATIONREVISIONS: FL FLOCR(INd) T.O.W- TOP OF WALL FLUOR FLUORESCENT T TREAD F7 FOOT FTs. FOOTixd TYP. TYPICAL UNFIN. UNFINISHED FWD. FOUNDATION V•I.F. VERIFY IN FIELD FURP FURRED(INd) d CAS VIN VINYL VdY VINYL COMPOSITION TILE OALV. CALVANIZEDOC CENERIL CONTRACTOR Wd VINYL WAIL COVERING GL CLASo/dLAZIxd wd WATERLOOET GR CRADINd HDBD GYP,ED FtARDBoARD x/ WITH W/0 WITHOUT ARD HDWD HARDWOOD W.W.M. WELDED WIRE MESH WD WOOD HVAC HEATiNd.vENTILATINd&AIR CONDITIONING HD" HARDWARE HOT MOITf H.M. HOLLOW METAL INSUL INSULATION ws--- NORTH ARROW NEdTION INDICATOR - LEITER IN TOP HALF OF CIRCLE INDIdATEs h THE LETTERS SEdE B THE NUMBER AND LETTER [N THE BOTTOM HALF INDICATES THE DWS. ON WHICH THE SECTION APPEARS 45,5 NEW SPOT ELEVATION 45,5E EXISTINd SPOT ELEVATION /moi 45 NEW dONTOURs 45 EXISTINd CONTOUR LEVEL UNE OR WORKINd POINT COLUMN dOORDINATEs & 0— IZEFERENdE CIRID LINES 1 01 ROOM NUMBER DOOR NUMBER ® WINDOW TYPE WATT TYPE INTERIOR ELEVATION � NUMBERS INDICATE ELEVATION n ^ NUMBER & LETTER INDIdATEs THE DRONO WHERE THE ELEVATIONS ARE LOCATED REVISION MARK CONCRETE -PLAN OR SECTION ® BRICK -PLANS OR SECTIONS CONCRETE BLOCK pLANs OR SECTIONS PLYWOOD STEEL, LARdE SdALE � ROUGH LUMBER FINISH LUMBER INSULATION - RIGI D ® INSULATION -BATT EARTH COMPAdT dRAVEL --��-*—�— WELDED WIRE MESH PROPERTY LINE CENTER UNE T-1 TITLE SHEET q A-1 GROUND LEVEL FLOOR PLAN/ FIRST FLOOR PLAN/WDW SCHEDULE A-2 SECOND FLOOR PLAN/ ELEVATIONS/DETAIL A—� ELEVATIONS A-4 FOUNDATION PLAN/ 2ND FLOOR FRAMING PLAN A-5 3RD FLOOR FRAMING PLAN/ ROOF FRAMING PLAN/ CROSS SECTIONS A-6 CROSS SECTION/DEATAIL TITLE: FLOOR FRAMING PLANS/ CROSS SECTION DATE ISSUED: 08/17/2018 -- DRAWN BY: __-- c PROJECT #: 18. All work shall conform to the applicable sections of the Massachusetts Otate BuildingJT Code, Ninth Edition. For residential projects, particular attention shall be paid to Chapter IN7. INTERIOR JOINT DRAWINGS J AR E REPRESENTATIONAL ONLY DRAWING NO.: 36 - One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Ochedule for 15tructural Members" and duide to Wood Frame Construction 110 mph in high wind areas for One & DO N 0 T Two -Family Dwellings. SCALE A 5 DRAWINGS r STAMP: FLOOD AREA ENCLOSED IST FLOOR 37x28= 1036 = 6 VENTS REQUIRED 200 1 2 2q'_On 2q' -O" 5i �n _qn 51-10YI SEE MANUFACTURER FOR DIMENSIONS ADD 6 FLOOD VEN S OF ELEVATOR 7i_ln 7i_1u TOTAL ANCHOR BOLTS IS 15 Q 2P j" DIA, w/VxV PLATE 15 WA5NHR5 @ 24. O.C. /z\ C 2x 3 2 C O 3 ANDERSEN I © 0 O ANDERSEN FWG 6066 FWN 3168 Nco SEE MANUFACTURER ELEV T R FOR DIMENSIONS " OD o Q u v OF ELEVATOR p I p v O 2'-6' 3-1 jq"xq 4" LVL a NSS 4x4x1/4 P55 4x4x1/4 FffffiffWgm FLUSH FRAME A ABOVE USE 6"xb"x2" Tc - - - FURNACE RM C 8"x8"xq" BA51 5 _10n BI USE b"xb"x TOP PLATE RAISEDFLCKJR BEAR ON FOUN REMOVE SLIDERS $—] a A WALL ADD NEW t 8"x8"x " BASE PLATE TO ELEV. 13.00' w/2-2" DIA ANI BEAR ON FOUNATION WALL DRILLED Q EPC W12x40 FLUSH R BOLTS 10" INTO CONCF STEEL BEAM DRILLEDI$ PDXYANCHOGROUTED P STORAGE 10" INTO CONCRETE. OPTION 2 -BEAM FULL SPAN FROM KITCHEN LIVING/DINING EXTERIOR WALL TO EXTERIOR WALL USE 814xG8 STEEL BM (SAME POSTS/BASE PLATES) 00 ELEVATOR O O MECH AREA PROVIDE BFE 12" sm 0 O n Co O Co BATH Sm GARAGE m STOR Ht Ht CLO UP GLO LINEN DN. UP Srn Frn -----------------------I j -----------------------1 I I I I BEDROOI BEDROOM NOTES: I_ ALL WINDOWS ARE ANDERSEN, 400 SERIES -WNITE W/ PRE FINISHED INTERIORS 1 2. ALL WINDOWS TO NAVE (1) - STANDARD SASH LOCK 8 KEEPER WHITE FINISH UP 3. N/A 4. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE EX. ON DOOR 2668 PRIOR TO ROUGH FRAMING. EX. OH DOOR 1 CLO i 5. PROVIDE "TRUSCREEN" INSECT SCREEN (FULL HEIGHT) @ EACH OPERABLE WINDOW. I COMPOSITE NEW COVERED DECKING L----- ---- ----- I DECK 1 -1 I `r 8" DIA FIBERG ROOF ABOVE COLUMN-TYP L WINDOW SCHEDULE 15 15 _ 0 15 _O F— 0I,— No Q < Model STAMP: FLOOD AREA ENCLOSED IST FLOOR 37x28= 1036 = 6 VENTS REQUIRED 200 1 2 2q'_On 2q' -O" 5i �n _qn 51-10YI SEE MANUFACTURER FOR DIMENSIONS ADD 6 FLOOD VEN S OF ELEVATOR 7i_ln 7i_1u TOTAL ANCHOR BOLTS IS 15 Q 2P j" DIA, w/VxV PLATE 15 WA5NHR5 @ 24. O.C. /z\ C 2x 3 2 C O 3 ANDERSEN I © 0 O ANDERSEN FWG 6066 FWN 3168 Nco SEE MANUFACTURER ELEV T R FOR DIMENSIONS " OD o Q u v OF ELEVATOR p I p v O 2'-6' 3-1 jq"xq 4" LVL a NSS 4x4x1/4 P55 4x4x1/4 FffffiffWgm FLUSH FRAME A ABOVE USE 6"xb"x2" Tc - - - FURNACE RM C 8"x8"xq" BA51 5 _10n BI USE b"xb"x TOP PLATE RAISEDFLCKJR BEAR ON FOUN REMOVE SLIDERS $—] a A WALL ADD NEW t 8"x8"x " BASE PLATE TO ELEV. 13.00' w/2-2" DIA ANI BEAR ON FOUNATION WALL DRILLED Q EPC W12x40 FLUSH R BOLTS 10" INTO CONCF STEEL BEAM DRILLEDI$ PDXYANCHOGROUTED P STORAGE 10" INTO CONCRETE. OPTION 2 -BEAM FULL SPAN FROM KITCHEN LIVING/DINING EXTERIOR WALL TO EXTERIOR WALL USE 814xG8 STEEL BM (SAME POSTS/BASE PLATES) 00 ELEVATOR O O MECH AREA PROVIDE BFE 12" sm 0 O n Co O Co BATH Sm GARAGE m STOR Ht Ht CLO UP GLO LINEN DN. UP Srn Frn -----------------------I j -----------------------1 I I I I BEDROOI BEDROOM NOTES: I_ ALL WINDOWS ARE ANDERSEN, 400 SERIES -WNITE W/ PRE FINISHED INTERIORS 1 2. ALL WINDOWS TO NAVE (1) - STANDARD SASH LOCK 8 KEEPER WHITE FINISH UP 3. N/A 4. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE EX. ON DOOR 2668 PRIOR TO ROUGH FRAMING. EX. OH DOOR 1 CLO i 5. PROVIDE "TRUSCREEN" INSECT SCREEN (FULL HEIGHT) @ EACH OPERABLE WINDOW. I COMPOSITE NEW COVERED DECKING L----- ---- ----- I DECK 1 -1 I `r 8" DIA FIBERG ROOF ABOVE COLUMN-TYP L WINDOW SCHEDULE O n Z SIZE C_O No Manufacturer Model TYPE Q NOTES J Q WIDTH R.O. HEIGHT R.O. rZ A ANDERSEN TW24310 DBL 2'-6 I/8" 4'-0 7/S" -- B ANDERSEN CH25-2 CASEMENT q'-6 1/8" 5'-0 i" -- C ANDERSEN TW24410 DBL 2'-6 1/5" 5'-0 7/8" -- D ANDERSEN TW2436 DBL 2'-6 I/8" 3'-8 7/8" -- FIRST FLOOR PLAN SCALE 1/4"=1'-0" PVC RAILING SYSTEM NOTE: THESE DRAWINGS AS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR IS TO SITE VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND TO MAKE ALTERATIONS AND/OR ADJUSTMENTS TO WORK AS IT PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE WITH DESIGN PARAMETERS AND MINIMUM STANDARDS SET FORTH IN MA STATE BUILDING CODE AND APPLICABLE TOWN CODES/ORDINANCES. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. IN 2 F 1 I�' SF ATTIC FLOOR= 523�� CEILINGS AT b -II" ARE CONSIDERED UNINHABITABLE ATTIC FLOOR=S 5.5 SF ALLOWED Sm SMOKE SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR— I ly r SNEAT DETECTOR nnu DING DEP�P ART1 M O N I O c0 n I 000 O x CL TI TLE: FLOOR PLANS DATE ISSUED: 08/17/2018 REVISIONS: 0110311'a ;, 0 DRAWN BY: PROJECT #: DRAWING NO.: O n Z C_O o (n W Q M p J Q -0 QW rZ 0L LI _ �j U m N �Q 0 L TI TLE: FLOOR PLANS DATE ISSUED: 08/17/2018 REVISIONS: 0110311'a ;, 0 DRAWN BY: PROJECT #: DRAWING NO.: LLJ U zo< Q -0 U-) _ W W D Q:� 0 z0� !._ 0 <L Q Q Q U� W r�n V / rn J) W W Z TI TLE: FLOOR PLANS DATE ISSUED: 08/17/2018 REVISIONS: 0110311'a ;, 0 DRAWN BY: PROJECT #: DRAWING NO.: 5'-7n _q" FLOOD AREA (ENCLOSED IST FLOOR) 37x28= 1036 = 6 VENTS REQUIRED " 200 1 2q -O 5'-IOfs" -' SEE MANUFACTURER ADD 6 FLOOD VEN S TOTAL / O5 15 Is ANDERSEN ANDERSEN FWG 6068 O Q O FWN 3168 N n SEE MANUFACTURER/ < ELEV R FOR DIMENSIONS 1// m m I` n _ 1 OF ELEVATOR RA'5EUFLC - ELEV. 13.00' PROVIDE Mr. MAKE-ur m an ELEVATOR MECH AREA PROVIDE BFE 12" 12'-5" 3-1 J"xqa°_LVL FLUSH FRAME ABOVE A STORAGE iGARAGE i Ht Ht I UP I FOR DIMENSIONS OF ELEVATOR 7'-I" 7'-1" ANCHOR BOLTS j;' DIA. w/BNY PLATE P B O rni.incucoc ® oe• nr 2 USE 6"x/o"x? Tc 4 8"x8"xq" BASI BEAR ON FOUN w/2 -j" DIA AN( DRILLED 4 EPC 10" INTO CONCF UP I i i I I EX. ON DOOR i I EX. OH DOOR COMPOSITE L — — — — — _ — — NEW COVERED DECKING — — — — --- —i DECK J v 8" DIA FIBERG ROOF ABOVE COLUMN-TYP L J "NO LAUNDRY BELOW FLOOD PLANE -NO UTILITIES PERMITTED (ELECTRICAL/PLUMBING/HVAC) BELOW FLOOD ELEVATION, INCLUDING OUTLETS, ETC. FIRST FLOOR PLAN SCALE 1/4"=1'-0" m PVC RAILING SYSTEM NOTE: THESE DRAWINGS AS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR 15 TO SITE VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND TO MAKE ALTERATIONS AND/OR ADJUSTMENTS TO WORK AS IT PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE WITH DESIGN PARAMETERS AND MINIMUM STANDARDS SET FORTH IN MA STATE BUILDING CODE AND APPLICABLE TOWN CODES/ORDINANCES. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. �� Q —mac � L/1 NSS 4x4x1/4 HSS 4x4x1/4 2'-6' - - - 5'-10" REMOVE SLIDERS < BI USE 6"x6"x? TOP PLATE LL, 8'k WAADD NEW 8"x�q" BASE PLATE TO W LL, FLUSH BEAR ON FOUNATION WALL STEEL BEAN w/2-? DIA ANCHOR BOLTS DRILLED t EPDXY GROUTED 10" INTO CONCRETE. o, OPTION 2 -BEAN FULL SPAN FROM ° LIVING/DINING EXTERIOR WALL TO EXTERIOR WALL KITCHEN L-28.5 FT± USE 14x68 STEEL BM (SAME POSTS/BASE PLATES) / 00 00 � � 0 0 / Co BATH Sm m STOR CLO UP CLO LINEN DN. SmV Sm BEDROOM BEDROOM I 2668 CLO LOOK P AREA CALCULATIONS (LIVING SPACEZ 2ND FLOOR= 1,04q SF ATTIC FLOOR= 523 5F CEILINGS AT 6' -II" ARE CONSIDERED UNINHABITABLE ATTIC FLOOR= 524.5 SF ALLOWED ✓� WINDOW SCHEDULE a (n p J SIZE LIJ No Manufacturer Model TYPE �Z NOTES XL,1 2 O� mU 3i 3iQa� WIDTH R.O. HEIGHT R.O. A ANDERSEN TW24310 NBG 2'-6 1/8" 4'-0 7/8" -- B ANDERSEN CW25-2 CASEMENT q'-6 1/8" 5'-0 R" -- C ANDERSEN TW24410 B BL NG 2'-6 1/8" 5'-0 7/8 " -- D ANDERSEN TW2436 DBL 2'-6 1/8" 3'-8 7/8" -- NOTES: I. ALL WINDOWS ARE ANDERSEN, 400 SERIES -WHITE W/ PRE FINISHED INTERIORS 2. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK 4 KEEPER WHITE FINISH 3. N/A 4. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. 5. PROVIDE "TRUSCREEN" INSECT SCREEN (FULL HEIGHT) @ EACH OPERABLE WINDOW. Sm SMOKE SMOKE DETECTOR Co CARBON MONOXIDE DETECTOR }I{ HEAT DETECTOR fw i STAMP: A- 0' f 0 N cn a (n p J LIJ Q Q LLIr-) Qw �Z �~ XL,1 2 O� mU 3i 3iQa� Ln LdU z Q Q LLIr-) Q = 0 _ W W D 0 z 0 0 QCDQ Q Q U m 4T) W TI TLE: FLOOR PLANS DATE ISSUED: 08/17/2018 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: ASPHALT SHINGLES - SMALL ROOF OVER DOORS DECORATIVE _ BRACKETS T.O. GARAGE SLAB ELEV.=9.5' FRONT ELEVATIC SCALE I/4"=1'-0" STAMP: �3 A ALL NEW ROOF SHINGLES v a i — Ix2 ON Ix4 12 14 8" FIBERGLASS COLUMN-TYP PVC RAILING SYSTEM FURRED CEILING DETAIL SCALE -3/4"= P-011 -ING CLG JSTS A dim Z C7 � 0 U) Li Q cn :2 J ZU Mz Q L' --I r -Z D~ = Xw O mU mV) 3i< Lli d� W U zoQ o Q _o U) W W D O z 0 J = O < Q Q Q cn m cn 0-) W W TITLE: FLOOR PLAN/ ELEVATIONS DATE ISSUED: 08/17/2018 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: RIDGE VENT 1 REAIR- ELEVATION ASPHALT SHINGLES ALUM GUTTERS ON Ix8 FASCIA BIDS Ix8 FRIEZE BDS ATTIC FLOOR - 0 0 ISTFLOOR .---A (n W �w� _ 0 Z0� � Q 0 < Q n-� Q Qu�I- m u! W W f— TITLE: ELEVATIONS DATE ISSUED: 08/17/2018 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: A3 SHEAR WALL SCHEDULE Z 0 N o LENGTH = 2q' ASPECT RATIO (L/W) = < 1.00 U) 33% FOR r" SHEATHING w/Bd COMMON NAILS LENGTH LdLLJ a Z U rj Z Q Ld �1— r- Z 2 Xw 00 2ND -FLOOR - mU Q m� ow -IxG CORNER BDS. -W.C. SHINGLES W U zo< wQ= 0 0 ISTFLOOR .---A (n W �w� _ 0 Z0� � Q 0 < Q n-� Q Qu�I- m u! W W f— TITLE: ELEVATIONS DATE ISSUED: 08/17/2018 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: A3 SHEAR WALL SCHEDULE PER WFCI"1 130 MPH EXPOSURE B WIDTH = 3q' LENGTH = 2q' ASPECT RATIO (L/W) = < 1.00 WIDTH PER TABLE 10 33% FOR r" SHEATHING w/Bd COMMON NAILS LENGTH PER TABLE II 33% FOR r" SHEATHING w/Sd COMMON NAILS L L FULL LENG H SNE F PER WCFM I DLO, PERIMETER N S= Sd FIELD= 8d @ C. 33%x29'-0"= -co" R UI LEFT SIDE ELEVATION SCALE 1/4"=1'-0" �br p ...A \vo.. v w' flip.' 10" CONC. WALL w/ 2-#4 TOP 4 BOTTOM ON CONTINUOUS 2x6 P.T. SILL PLATE/SILL INSUL. w/5/8" DIA GALV. A.B. 72" O.G. MAX t 6"-12" FROM END OF PLATES w/3"x3"x4" PLATE WASHERS ADD 6 FLOOD VENTS DRILL S GROUT #4 @ 12" O.C. VERTICAL NOTE: PT SHOE AT BASEMENT WALLS NOTE: DECK TO BE 3-P.T. 2x12 GIRT PT 2x8 FRAME % 12" DIA. CONC. SONOTUBE ON "BIGFOOT" 8" DIA. CONC. FOOTING FOUNDATION PLAN SONOTUBE, TYP. SCALE 1/4"=1'-0" i *Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, check IDC foradditionairequirements. Nails- Messotherwise stated, sizes given for nails are common wine sues Bax and pnuematic nails of equirrelent diameter and equal or greater length to the specified nails maybe subsrrtutued unless otherwise prohibited. PER WFCI"I 130 Numberof Number of8ox Q Joint Description Common Nails Nails NailE4) ibof Framing SED E NPN POS R B I.) ALL BOLTS TO Bocking to Fafter(lbe-nailed) 2-8d 2-10d each end ism bard to Rater (End -nailed) 2-16d 3-13d each end M11 Framing LiJ Top Platesat lntersections(Face-naRed) 4-16d 5-16d at joints Stud to Sud (Face -nailed) 2-16d 2-16d 24" o.c. Headerto Header(Face-nailed) 16d 16d 16" o.c. along edge FloorFram ng < Q Joist to 911, Top Plate orGrloer(foe-nailed) 4-8d 4-10d perjoist Backing to Joist (foe -nailed) 2-8d 2-10d each end Blocking to 9n orTop Plate (roe -nailed) 3-16d 4-16d each block Ledger grip to Beam orGrxter(Face-nalled) 3-16d 4-16d each joist Joist on Ledgerto Beam (foe -nailed) 3-8d 3-10d perjoist &bnd Joist to Joist (End -naHHed) 3-16d 4-16d perjoist Band Joist to 9l or Top Plate (Toe -nailed) 2-16d 3-16d perfoot ibof Sheathing Wood Structural Panels rafters or trusses spaced up to 16" o.c: 8d 10d 6" edge / 6" field rafters ortiusses spaced over 16" o.c. 8d 10d V edge / 4" field gable endwall rale or rake trusswla gable overhang 8d 10d 6" edge / 6" field gable endwall rake orrake trussw/structural outlooiears 8d 10d 6" edge / 6" field gable endwall rale; orrake trussw/loolout blocks 8d 10d V edge 14" field Ceiling 9reathing Gypsum Wallboard 5 d coolers - 7" edge / 10" fief! Wal Breathing Mod 'Etructurai Panels studs spaced up to 24" o.c. 8d 10d 6" edge / 12" field 1/2" and'25/32"Fiberboard Pane 8d• - 3' edge 16" field 1/2" Gypsum Wallboard 5d coolers - 7" edge 1 10" field Poor Breathing Mod Structural Panels 1" orless 8d 10d 6" edge / 12" field ' greaterthan,1" 10d 16d 6" edge / 6" field i *Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, check IDC foradditionairequirements. Nails- Messotherwise stated, sizes given for nails are common wine sues Bax and pnuematic nails of equirrelent diameter and equal or greater length to the specified nails maybe subsrrtutued unless otherwise prohibited. PER WFCI"I 130 MPH EX OSURE B Q WIDTH = 3q' ENGTH = 2q' J ASWC T RATIO (L/W) = < 1.00 ANCHOR BOLT PER WFCI"I 1110 SED E NPN POS R B I.) ALL BOLTS TO BE R" DI ALVINIZED 2.) ALL BOLTS TO BE SECU E w/HEX HEAD NUTS w/3"x3"x4" GALV. PLATE WASHERS 3.) BOLT SPACING: MAX 72" O.C. MAX 12" FROM I MAX 7" FROM ILATE E CO /[)OF NERS OR D OF PLATE T SOLICE 4.) BOLT EMBED NT MINI IIUN 7" E:TH PT 2x10 @ 16" O.C. CONT. 2x10 7 RIM JST T I I SII II II I I I I I I I t I I I ( I I I I I � I. . SECC SCALE I% NIN I MIKE NZ9r CIVIL Na. 330F3 STAMP: M 0 0 N I 0 (D n i 00 0 Inx a rn Q rn p M J ZU >z Q w r -,Z D~xw = o� my mof U) 3iQ a � W U zo< Q Q U� _ W LiJ _ 0 z 0 -7 —I� ry O < Q Q Q U M W W � TITLE: SECOND FLOOR FRAMING PLANS/ FOUNDATION PLAN DATE ISSUED: 08/17/2018 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: PT 2x12 @ 16" O.G. �� -��-F-fes F�-I--7-T--I I Il l l l l l f l l l l l i l l f'I fll IIIIIIIIIIIIIIIIIIIIII 41 t 1 I I I I I I I 1 I 1 1 I 11 I I PROVIDE SOLID BLOCKING @ 48" O.C. FIRST (2) BAYS FROM END WALL-TYP. OR TO MEET MFR. 2-1 3"x9 2"' LVL BELOW 7C CODE REQUIREMENTS IIm- - 1 -I --------= II --------��-- ------ — _ ------------�---- _-- ` \_ — _ — _ — _ — _ — _ _ _ — _ — _ — _ — _ U `�-----------XXX----------� O � O 2x6 VALLEY LEDGER r LAID FLAT ON EX.---+---� PLYWOOD ROOF-TYP ' EXISTING ROOF ALL NEW ROOF SHINGLES 2x10 RIDGE BD CONT RIDGE VENT --2x12 RIDGE BD. . ----- __�:: \ - 2x8 FRAME 2-I"x9}"LVL BELOW t:L /� jam. ii ii 'ii u u u u u ii n n u u u i ROOF FRAMING PLAN SCALE 1/4"=I' -O" / TYP 2nd FLOOR CONSTRUCTION p v / 3/4" T6G PLYWD SUBFLOOR T GLUED 6 NAILED OVER I' 2x12's @ 16" O.C.- TAPER TO SLOPE R38 INSULATION w _ A6 2" CDX PLYWD ON TYP IST FLOOR CONSTRUCTION 2x8 @ 16" O.C. 3/4" T6G PLYWD SUBFLOOR GLUED d NAILED OVER ALL TRIM 2x10'5 @ 16" O.C. TO MATCH EX. 6" (Rlq) FIBERGLASS BATT INSULATION 2-1 4"x9 l' LVL DECORATIVE BRACKET I, BEYOND �j GARAGE T.O. GARAGE SLAB i BASEMENT FLOOR ELEV.=q.5' ELEV.= 0.00' :I/4 NVLPK,k CIVIL" Na. 38088 Of y HAL.ER� TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES ON 15# BUILDING FELT ON 1/2" CDX PLYWD. 2x10 RAFTERS @ 16" O.C. w/ SIMPSON H2.5A CLIPS @ I6" O.C. yob J — 2x8 @ 16" O.0 �,2 0 @ 16" O.G. _2-1 4"x9�' 1'LVL . SIMPSON ANCHORS TOP AN BOTTOM-TYPAT EACH POST -PT 6x6 POST-TYP COMPOSITE DECKING ON 2x TAPERED SLEEPERS ON RUBBER MEMBRANE ON J" PLYWOOD JJ* L �4 .p — TYPICAL WALL CONSTRUCTION W.C. SHINGLES 5 1/2" EXPOSURE TYVEK HOUSEWRAP 1/2" ZIP PLYWOOD 2x6 STUDS @ 16" O.C. v- R21 INSULATION 1/2" BLUE BOARD w/ VEN. PLASTER (SMOOTH) 3-1 a"xq 4" LVL 9 2 U Q E ELEV.=12.20' STAMP: M O O N I o Lo I 0 0 LoS 0 - co co N O TITLE: FLOOR FRAMING PLANS/ CROSS SECTION DATE ISSUED: 08/17/2018 REVISIONS: FOUNDATION BITUMINOUS DAMPPROOFING ON 10" CONC. WALL w/ DRAWN BY: 2-#4 TOP 8 BOTTOM ON 20"x10" CONC. FTG. w/ 2"x4" CONT. KEY PROJECT #: ____ BASEMENT FLOOR: DRAWING NO.: 3 1/2" CONC. SLAB OVER 6 MIL POLY VAPOR BARRIER ON 6" -COMPACTED GRAVEL A 5 U zo< oQ� Q _ c Z w r W D 0 z0 �Q� 0<< n-� Q Q u W W TITLE: FLOOR FRAMING PLANS/ CROSS SECTION DATE ISSUED: 08/17/2018 REVISIONS: FOUNDATION BITUMINOUS DAMPPROOFING ON 10" CONC. WALL w/ DRAWN BY: 2-#4 TOP 8 BOTTOM ON 20"x10" CONC. FTG. w/ 2"x4" CONT. KEY PROJECT #: ____ BASEMENT FLOOR: DRAWING NO.: 3 1/2" CONC. SLAB OVER 6 MIL POLY VAPOR BARRIER ON 6" -COMPACTED GRAVEL A 5 COMPSITE DECKING MPSON POST 4CNOR SLEEPER @ 16" O.C. _UM. DRIP EDGE _UM. GUTTER ON 0 PVC TRIM BD 2x RIM JST CONSTRUCTION GLES ON =ELT ON ID. @ 16" O.C. w/ � CLIPS @ 16" O.C. FIBERGLASS LUPIN-TYP PVC RAILING SYSTEM Ix PVC TRIM 3-P.T. 2x12 GIRT 6x(o P.T. POSTS 12" DIA. CONC. SONOTUBE ON "BIGFOOT" FOOTING Z C� N O U) w Q U) p ZU Q W Mz I� Z p~ 2 xw O mU mU) �Q 0 L w U zo< oQ� _0 cn _ w mw� � O z 0 =m o0Q ry < QUA m�cn w TITLE: CROSS SECTION/ DETAIL DATE ISSUED: 08/17/2018 REVISIONS: DRAWN BY: PROJECT. #: DRAWING NO.: THE BARTOLINI RE'IDEN CE 19 S NEST AGAMORE I.'JA-D YARMOUTFL, MA.. GENERAL ANSHOR BOLT JT JOINT AF.F. Ar30VE FINISH FLOOR •.-. NOTES (See also Project Speci, 1rir".tions B. Existing surfaces disturbed during the course Or LFl VNUT . =,u„ -- I—.- -- Patched areas shall be finished in such a manner ACT finished to match adjoining surfaces. to visual and structural continuity across the entire affected surface. LAM. as provide 9. All voids created or, surfaces disturbed resulting from cutting, removal or installation OF Conditions state that the Contract Documents are complimentary. as part of the Work shall be filled and finished to match adjoining construction. I. The General Provide the services of a Massachusetts Registered Surveyor to layout structure on site elements 10 Except as provided in the Documents, no structural member or element shall be cut 2. existing elevations. Elevation of finished floor shall be established by written approval Of the Architect. The General Contractor shall coordinate all and establish Architect with elevation information provided by Surveyor. without cutting and shall advise the Architect of any potential conflicts with new or existing 3. The General Contractor is responsible for all the work. the Work level, plumb, sgpare and in correct position.k structure. out once all temporaryShoring is in A. Build and install parts OF If such is impossible, apply moldings, sealant or other only aftandnbracing H. Demolition work Shall is secure tempbe carried ort B. Make joints tight and neat. OF all joint treatment as directed by Architect, damp conditions, provide galvanic insulation between different and complete. the of C. Under potentially adjacent on the golvanic scale. 12. All materials, equipment and workmanship shall conform to requirements metals which are not finish to OF the Work before concealing them. For example, authorities having jurisdiction of the Work. D. Apply protective parts door tops, bottoms, glazing stops, glazing rebates, and hardware cutouts before 13. All materials and equipment shall comply with the Occupational Safety and Health Act, paint hanging doors, and paint corrodible mounting plates before installing parts over them. form including all amendments. E. Where accessories are required in order to install parts Of the Work in usable IF special tools and egpipment shall conform to the requirements of authorities having and to make the Work perform properly, provide such accessories. 14. All materials installing asbestos or asbestos -containing materials. are recipired to maintain, adjust and repair products, provide them. jurisdiction regarding not using or F. Follow manufacturer's instructions For assembling, installing and adjusting products. 15. All point and tt zDry� Toxicity. dand sCoatings Do not install products in a manner contrary to the manufacturer's' instructions tions for Paints AccelssibleatO Children Minimize Film unless authorized in writing by the Architect. all items of equipment, leaving them fully ready for use. on the 16 All warranties, guarantees and service maintenance agreements shall commence uaranteed, whichever is being G. Adjust and operate the Documents into Architectural, Structural, Electrical, Mechanical, date of Substantial Completion of the Work or of the item gc the or warranty H. The division of Civil components is not intended as division of the Work by trade or later, so that the Owner may receive full use of the item for guarantee Plumbing and CARPET otherwise.period. 1. Provide utility installations from lot line to house including underground electrical, GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: water, telephone and CATV to comply with all local codes and regpirements. 17 A Seal cracks and openings to make the exterior skin of the building tight to water and J. Concrete shall have compressive strength of 3000 psi @ 26 days For walls and fabric (WWF) per drawings. air entry. other supports to install 3500 psi @ slab work, and reinforcing rods # woven wire B. Provide adequate blocking, bracing, Hailers, fastenings and supports Where noted, provide hard steel trowel finish on slabs. parts of the work securely. Blocking, bracing, milers, fastenings and other Damnpproofing shall be factory manufactured semi -mastic consistency from asphalts shall be of a type not subject to deterioration or weakening as the result of and mineral fibers, and installed on all walls and footings. environmental conditions or aging. ducts, conduit, pipes Piers for decks shall be concrete filled sonotube forms. C. Perform cutting and patching for all trades. Patch holes where 4. The General Contractor shall verify all dimensions at the site and shall notify the and other products pass through or are being removed from existing construction. foundations and other Architect of any discrepancies before proceeding with the Work or purchasing materials D. Provide chases, furred spaces, trenches, covers, pits, the Work. If such construction is not or equipment. Verify critical dimensions in the field before fabricating items which must construction required in conjunction with with Architect for sizes and placement. fit adjoining construction. shown on the Drawings, coordinate and coordinate access doors and panels as regyired for access to equipment 5. All details are typical unless otherwise noted and are not necessarily shown in the E. Provide recpiring adjustment, inspection, maintenance or other access and as reepired for acce:°s Documents at all locations where they occur. to spaces not otherwise accessible, such as attics and crawl spaces. for bases, and Architectural Documents govern the location Of all Electrical and Mechanical items F. Check Drawings and 'manufacturers' literature for requirements pads, Remove supporting structures 6. The installed as a part of the Work. other supporting structures. Provide such structures. m patch remaining 7. Existing items which are not to be removed and are damaged or removed in the course associated Iremoved Specified itheGeneral Conditions, repair cracks and G As of one yeararrantySpecifie of the Work Shall be repaired and replaced in like new condition without Cost. pant other damage which occur as a result of settlement and shrinkage during the first year 'PLASTER after Substantial Completion. COUNTERSUNK IB. All work shall conform to the applicable sections of the Massachusetts State Building be to Chopter PLASTIC LAMINATE Code, Seventh Edition. For residential projects, particular attention shall paid Table 3606.2.3 "Fastener Schedule for Structural DETAIL 36 - One t Two Family Dwellings, especially ,PLUMBING Members". DIAMETER PLYWD .PLYWOOD DIM. DIMENSION P.T. PPE55UPE TREATED DR ' IOI "oi - C►S QUARRY TILE DH DOUBLEHUNG REQ'D iC ill �I ISI ISI ISI ISI DRWR DRAWER REF. REFIGERATOR DWG(5) DRAWING(5) REV. REV15IONS DF i R RISER DW DISHWASHER RD ROOF DRAIN ELEC. ELECTRIC(AL) RM. '.ROOM c ELEVATION R.O. 'ROUGH OPENING ELEV. ELEVATOR i _ EMER EMERGENCY SCHED. SCHEDULE EQ EQUAL THE BARTOLINI RE'IDEN CE 19 S NEST AGAMORE I.'JA-D YARMOUTFL, MA.. GENERAL ANSHOR BOLT JT JOINT AF.F. Ar30VE FINISH FLOOR •.-. NOTES (See also Project Speci, 1rir".tions B. Existing surfaces disturbed during the course Or LFl VNUT . =,u„ -- I—.- -- Patched areas shall be finished in such a manner ACT finished to match adjoining surfaces. to visual and structural continuity across the entire affected surface. LAM. as provide 9. All voids created or, surfaces disturbed resulting from cutting, removal or installation OF Conditions state that the Contract Documents are complimentary. as part of the Work shall be filled and finished to match adjoining construction. I. The General Provide the services of a Massachusetts Registered Surveyor to layout structure on site elements 10 Except as provided in the Documents, no structural member or element shall be cut 2. existing elevations. Elevation of finished floor shall be established by written approval Of the Architect. The General Contractor shall coordinate all and establish Architect with elevation information provided by Surveyor. without cutting and shall advise the Architect of any potential conflicts with new or existing 3. The General Contractor is responsible for all the work. the Work level, plumb, sgpare and in correct position.k structure. out once all temporaryShoring is in A. Build and install parts OF If such is impossible, apply moldings, sealant or other only aftandnbracing H. Demolition work Shall is secure tempbe carried ort B. Make joints tight and neat. OF all joint treatment as directed by Architect, damp conditions, provide galvanic insulation between different and complete. the of C. Under potentially adjacent on the golvanic scale. 12. All materials, equipment and workmanship shall conform to requirements metals which are not finish to OF the Work before concealing them. For example, authorities having jurisdiction of the Work. D. Apply protective parts door tops, bottoms, glazing stops, glazing rebates, and hardware cutouts before 13. All materials and equipment shall comply with the Occupational Safety and Health Act, paint hanging doors, and paint corrodible mounting plates before installing parts over them. form including all amendments. E. Where accessories are required in order to install parts Of the Work in usable IF special tools and egpipment shall conform to the requirements of authorities having and to make the Work perform properly, provide such accessories. 14. All materials installing asbestos or asbestos -containing materials. are recipired to maintain, adjust and repair products, provide them. jurisdiction regarding not using or F. Follow manufacturer's instructions For assembling, installing and adjusting products. 15. All point and tt zDry� Toxicity. dand sCoatings Do not install products in a manner contrary to the manufacturer's' instructions tions for Paints AccelssibleatO Children Minimize Film unless authorized in writing by the Architect. all items of equipment, leaving them fully ready for use. on the 16 All warranties, guarantees and service maintenance agreements shall commence uaranteed, whichever is being G. Adjust and operate the Documents into Architectural, Structural, Electrical, Mechanical, date of Substantial Completion of the Work or of the item gc the or warranty H. The division of Civil components is not intended as division of the Work by trade or later, so that the Owner may receive full use of the item for guarantee Plumbing and CARPET otherwise.period. 1. Provide utility installations from lot line to house including underground electrical, GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: water, telephone and CATV to comply with all local codes and regpirements. 17 A Seal cracks and openings to make the exterior skin of the building tight to water and J. Concrete shall have compressive strength of 3000 psi @ 26 days For walls and fabric (WWF) per drawings. air entry. other supports to install 3500 psi @ slab work, and reinforcing rods # woven wire B. Provide adequate blocking, bracing, Hailers, fastenings and supports Where noted, provide hard steel trowel finish on slabs. parts of the work securely. Blocking, bracing, milers, fastenings and other Damnpproofing shall be factory manufactured semi -mastic consistency from asphalts shall be of a type not subject to deterioration or weakening as the result of and mineral fibers, and installed on all walls and footings. environmental conditions or aging. ducts, conduit, pipes Piers for decks shall be concrete filled sonotube forms. C. Perform cutting and patching for all trades. Patch holes where 4. The General Contractor shall verify all dimensions at the site and shall notify the and other products pass through or are being removed from existing construction. foundations and other Architect of any discrepancies before proceeding with the Work or purchasing materials D. Provide chases, furred spaces, trenches, covers, pits, the Work. If such construction is not or equipment. Verify critical dimensions in the field before fabricating items which must construction required in conjunction with with Architect for sizes and placement. fit adjoining construction. shown on the Drawings, coordinate and coordinate access doors and panels as regyired for access to equipment 5. All details are typical unless otherwise noted and are not necessarily shown in the E. Provide recpiring adjustment, inspection, maintenance or other access and as reepired for acce:°s Documents at all locations where they occur. to spaces not otherwise accessible, such as attics and crawl spaces. for bases, and Architectural Documents govern the location Of all Electrical and Mechanical items F. Check Drawings and 'manufacturers' literature for requirements pads, Remove supporting structures 6. The installed as a part of the Work. other supporting structures. Provide such structures. m patch remaining 7. Existing items which are not to be removed and are damaged or removed in the course associated Iremoved Specified itheGeneral Conditions, repair cracks and G As of one yeararrantySpecifie of the Work Shall be repaired and replaced in like new condition without Cost. pant other damage which occur as a result of settlement and shrinkage during the first year 'PLASTER after Substantial Completion. COUNTERSUNK IB. All work shall conform to the applicable sections of the Massachusetts State Building be to Chopter PLASTIC LAMINATE Code, Seventh Edition. For residential projects, particular attention shall paid Table 3606.2.3 "Fastener Schedule for Structural DETAIL 36 - One t Two Family Dwellings, especially ,PLUMBING Members". ABBREVIATION S AB. ANSHOR BOLT JT JOINT AF.F. Ar30VE FINISH FLOOR LAG LAG BOLT ACT ACOUSTICAL TILE LAM. LAMINATE ALUM ALUMINUM LAV. PLYWOOD @NOD ANODIZED MFR LENGTH MANUFACTURER @ I BSMT AT BASEMENT M O MA50NRY OPENING BIT BITUMINOUS MAT. MATERIAL BLK BLOCK MAX MAXIMUM BLKG BLOCKING MECH. MECHANICAL r0r-r BOTTOM MIN. MINIMUM f3A.W. BOTTOM OF WALL MTD. MOUNTED BM BEAM NO NUMBER BLDG BUILDING NOM.. NOMINAL CPT CARPET N.I.C. NOT IN CONTRACT CSMT CASEMENT N.T.S. NOT TO SCALE CK CAULK(ING) O.C. ON CENTER CLG CEILING OH OVERHEAD CLOS CLOSET OPNG. OPENING COL COLUMN PNT. PTD (PAINT PAINTED CONC. CONCRETE CONCRETE MASONRY UNIT PNL PANEL CMU CONST. CONSTRUCTION PART. 'PARTITION IPLATE CONT. CONTINUOUS PL CJ CONTROVCONSTR, JOINT PLAS. 'PLASTER CT5K COUNTERSUNK P.LAM. PLASTIC LAMINATE DET. DETAIL PLBG. ,PLUMBING DIA DIAMETER PLYWD .PLYWOOD DIM. DIMENSION P.T. PPE55UPE TREATED DR DOOR Q.T. QUARRY TILE DH DOUBLEHUNG REQ'D 'REQUIRED DRWR DRAWER REF. REFIGERATOR DWG(5) DRAWING(5) REV. REV15IONS DF DRINKING FOUNTAIN R RISER DW DISHWASHER RD ROOF DRAIN ELEC. ELECTRIC(AL) RM. '.ROOM EL ELEVATION R.O. 'ROUGH OPENING ELEV. ELEVATOR SECT. 'SECTION EMER EMERGENCY SCHED. SCHEDULE EQ EQUAL 5PEC. SPECIFICATIONS EXIST. EXISTING SL SIDELIGHT or EXG. STD. STANDARD EJ EXPANSION JOINT 54P SHELFtPOLE EXP EXPOSED 5TL STEEL EXT EXTERIOR 5U5P. SUSPENDED FIN FINISHED THK THICK FA FIRE ALARM T43 TOP6BOTTOM FB.O. FURNISHED BY OWNER TtG TONGUEtGROOVE FE FIRE EXTINGUISHER T.O.F. TOP OF FOUNDATION FL FLOORING) T.O.W. TOP OF WALL FLUOR FLUORESCENT T TREAD FT FOOT TYP. TYPICAL FTG. FOOTING UNFIN. UNFINISHED FND. FOUNDATION V.I.F. VERIFY IN FIELD FURR FURRED(ING) VIN VINYL - G GAS VCY VINYL COMPOSITION TILE GALV. GALVANIZED VWC VINYL WALL COVERING GC GENERAL CONTRACTOR WC WATER CLOSET GL GLASS/GLAZING1,.1 WIDE/WIDTH GR GRADING w/11 WITH GYP.BD. GYPSUM BOARD W10 WITHOUT HDBD HARDBOARD W.W.M., WELDED WIRE ME514 HDHD HARDWOOD WD j WOOD HVAC HEATING,VENTILATING,, t AIR CONDITIONING HDWR HARDWARE NGT HEIGHT N.M. HOLLOW METAL INT. INTERIOR JT JOINT'i YMBOLS FSTAIMAP: FILU. COPY This plan must be on site Construction with the permit and the Licensed supervisor must be preotice t Minr all inspections, 24 Hour notice imum with call back lee. '�� 9gg0uTm TOX104 Or TOWN CX,:YARr,40LJTH REVIDW O FOR SUIT P'NO ANO ZONING CODE COMPLI- ANCE E"1ROPS OR DO NOT RELIEVE THE APPLICANT rnm TIME SnONSIBUTY OF AS BUILT" COMPLIANCE E. DATE; BUILN, FFICIAL NOTICE An as built plan must be submitted to this department prior to foundation inspection or any further construction. ,� SCI EDULE OF DRAWIN�"S ODOOR NUMBER II A-1 TITLE SHEET WALL TYPE NORTH ARROW 10 CONCRETE — PLAN OR SECTION BRICK — PLANS OR SECTIONS CONCRETE BLOCK PLANS OR SEC. A-2 PLYWOOD FIRST & SECOND FLOOR PLAN/ STEEL, LARGE SCALE I SECTION INDICATOR - LETTER. IN I TOP HALF OF CIRCLE INDICATES ROUGH LUMBER ® SCHEDULES 2 THE SPECIFIC SECTION. THE A-3 INSULATION - BATT ELEVATIONS A-6 NUMBER AND LETTER IN THE BOTTOM HALF INDICATES THE A-4 FOUNDATION PLAN & + 45.5 °WG P NEW SPOT ELEVATION A-5. CROSS SECTION +/- 45.5 EXISTING SPOT ELEVATION A -g FIRST FLOOR FRAMING PLAN LEVEL LINE OR WORKING c+) Z � Z J SECOND FLOOR FRAMING PLAN 101 POINT ROOM NUMBER W ROOF FRAMING PLAN ODOOR NUMBER OWINDOW TYPE HT1 10 1 WALL TYPE REVISION MARK 10 CONCRETE — PLAN OR SECTION BRICK — PLANS OR SECTIONS CONCRETE BLOCK PLANS OR SEC. co O PLYWOOD STEEL, LARGE SCALE I ® ROUGH LUMBER ® FINISH LUMBER. INSULATION - RIGID ® INSULATION - BATT 10 EARTH IBM COMPACT GRAVEL . WELDED WIRE MESH PROPERTY LINE - cn J CENTER LINE J1111 LUIU) JuVA-l'( B, RICHARD P. ANDERSON No. 19778 A,Plood Elevation C required prior to of the Certificate of DRAWINGS ARE REPRESENTATIONAL ONLY DO NOT SCALE DRAWINGS w Z < 0 0 U-1 u, - 0 z04 ®Q�, m w LU E— TITLE: TITLE SHEET DATE ISSUED: 04/14/08 REVISIONS: 101 PROJECT #: DRAWING NO.: y H r]7 T r.. C) 0 N 10 1\ co O 2 d 0 Z 10 0 an w cn J p w ZZ F c+) Z � Z J r xo W Q 0 i3: w Z < 0 0 U-1 u, - 0 z04 ®Q�, m w LU E— TITLE: TITLE SHEET DATE ISSUED: 04/14/08 REVISIONS: 101 PROJECT #: DRAWING NO.: y H r]7 T r.. r 3 0 0 0 L O T -oil IIS CO OI I I i I I o I N m AEDBy , CODE INSID: lt�lU 6 ALL I EDROOP,3 X81 €A KITCH,:N OR SA7I 'IRS MUST HAVE ` Aty�=UP I OI I P WOOD ZM FROM I I Ix6 COMPOSITE DECKING 5'-0" : Manufacturer Model Material DOOR SIZE NOTES WIDTH m 01 STORAGE FC60 o 3'-0" 6'-8" SQ 02 ANDERSEN FWG6068 VINYL CLAD DECK 6'-8" -- 03 ANDERSEN Ix6 COMPOSITE O STEPS ECKING O O OA " -- z m 121-21' BEDROOM 111 VINYL CLAD LIVING/DINING - � I -- 05 TNERMA-TRU II SQ 3'-O" 6'-8" FIRE RATED DOOR 06 - CL. LID41-011 n n -- 2'-6" 6'-8" -- 07 114 GARAGE -- -- B" 6'-8" BA N O 3'-a — TO BE DETERMINED BY OWNER ob -- TYPE 'X' G.W.B. CMD ® SD bEl 09 TO BE DETERMINED BY OWNER ON WALLS *CEILING -- m 6'-8" -- 10 TO BE DETERMINED BY OWNER Akb of -- 2'-6" 6'-8" -- WiTNIt4 Nc -- -- -------i 2'-6" AL b ff -- 12 TO BE DETERMINED BY OWNER -- �AT�'E1 2'-6" 6'-8" -- 13 REF I -- -----------------,------------ ------- -----, D -- STOVE KITCHEN P 07/09/08 m BUILT -L BY OTHERS 4'-0" PLATFO , I I 4 DRAWN BY: SLAB of�J_I� DN 121-211 i 9070 OH DR i 9070 OH DR i UP 0 _ w/12" H 14 LT i w/12" H 14 LT i C o TRANSOM ABOVE I TRANSOM ABOVE �7 I I � M <3> 0 IIS CO OI I I i I I o I N m AEDBy , CODE INSID: lt�lU 6 ALL I EDROOP,3 X81 €A KITCH,:N OR SA7I 'IRS MUST HAVE ` Aty�=UP I OI I P WOOD ZM FROM I I Ix6 COMPOSITE DECKING 5'-0" DOOR SCHEDULE NUMBER Manufacturer Model Material DOOR SIZE NOTES WIDTH HEIGHT 01 THERMA-TRU FC60 FIBERGLASS 3'-0" 6'-8" -- 02 ANDERSEN FWG6068 VINYL CLAD DECK 6'-8" -- 03 ANDERSEN Ix6 COMPOSITE O VINYL CLAD ECKING O O OA " -- 04 m 121-21' BEDROOM 111 VINYL CLAD LIVING/DINING - � I -- 05 TNERMA-TRU II SQ 3'-O" 6'-8" FIRE RATED DOOR 06 - CL. v -- 2'-6" 6'-8" -- 07 " -- -- SDIO 6'-8" BA N O 3'-a — TO BE DETERMINED BY OWNER ob -- 2'-6" CMD ® SD O 09 TO BE DETERMINED BY OWNER -- -- m 6'-8" -- 10 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- CL. Nc -- -- -------i 2'-6" 6'-8" -- 12 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 13 REF I -- N D -- STOVE KITCHEN P 07/09/08 m BY OTHERS 4'-0" BEDROOM 2 Eo ;+l DRAWN BY: II of�J_I� 121-211 CO PANTRY I 13 .: <3> 0 5'-6" 5'-O" 8'-0" 5'-0" 5'-6" 29'-0" DOOR SCHEDULE NUMBER Manufacturer Model Material DOOR SIZE NOTES WIDTH HEIGHT 01 THERMA-TRU FC60 FIBERGLASS 3'-0" 6'-8" -- 02 ANDERSEN FWG6068 VINYL CLAD 6'-0" 6'-8" -- 03 ANDERSEN FWG6066 VINYL CLAD 6'-O" 6'-8" -- 04 ANDERSEN FWG6068 VINYL CLAD 6'-O" 6'-8" -- 05 TNERMA-TRU 510 STEEL 3'-O" 6'-8" FIRE RATED DOOR 06 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 07 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- OS TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 09 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 10 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 11 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 12 TO BE DETERMINED BY OWNER -- -- 2'-6" 6'-8" -- 13 TO BE DETERMINED BY OWNER -- -- 2'-6" (0'-8" -- NOTES: 1). PROVIDE COMBINATION STORM 4 SCREEN DOOR BY HARVEY INDUSTRIES "FULL LITE SELF STORING" O O ISS DECK Ix6 COMPOSITE DECKING O UNFINISHED Future Master suite to be framed and rough plumbed 4 electrical / finished later Sic— SD O CMD DN Qm A 29'-O" O O O 4'-4" 6'-10" I V IN WINDOW SCHEDULE Manufacturer Model TYPE Material SIZE NOTES WIDTH R.O. HEIGHT R.O. ANDERSEN TW2446 DBL HUNG VINYL CLAD 2'-6 1/8" 4'-8 7/8" -- ANDERSEN TW2432 DBL HUNG VINYL CLAD 2'-6 1/8" 3'-4 7/8" NOTES - 1. GRILLE PATTERNS ARE AS SHOWN VINYL SNAP -IN GRILLES 2. ALL WINDOWS ARE ANDERSEN, "STORMWATCH" TILT WASH 400 SERIES -WHITE W/ PRE FINISHED INTERIORS. (STORMWATCH WINDOWS NOT NEEDED IF PLYWOOD PANELS ARE PROVIDED. 3. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK 4 KEEPER WHITE FINISH 4. ALL WINDOWS TO HAVE (I)- CONTEMPORARY SASH LIFT WHITE FINISH 5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. 6. PROVIDE "TRUSGREEN" INSECT SCREEN (FULL HEIGHT) @ EACH OPERABLE WINDOW. RICHARD r ANDERSON No. ]9778 O a �FGIg7iQ� Ssronn�` � STAMP: 0 0 N O 10 0 U) z a ^ ,o U-1 N O � LU J W I_ z U ^ "-' o� = �z x w am U ?Q m o_ co 0 L U W Q ®O . 0 r O z0� 0 r<n < V i (f) � LIJ W F— TITLE: FLOOR PLANS DATE ISSUED: 04/14/08 REVISIONS: 05/01/08 07/09/08 DRAWN BY: PROJECT #: DRAWING NO.: A 0111% l:z r f ASPHALT SHINGLES ALUM. GUTTERS ON — Ix10 FASCIA BDS.-TYP. Ix5 FRIEZE BDS.-TYP.- W.C. SHINGLES - IxG CORNER BDS. - IOr RIDGE VENT RONT ELEVATION :ALE /4'- '-O' 12 IxG CORNER BDS. R.G. CLAPBOARDS IST FLOOR ELEV.=20,48' LID my 1 O T.O. GARAGE SLAB ELEV.=10.00' CARRY P.T. PLYWOOD t SIDING DN. ON CONIC. WALL THIS AREA 12 Ix4 DRIP EDGE ON Ix5 RAKE BD.-TYP. INDICATES DOUBLE NORIZ. BLOCKING INDICATES ADDITIONAL VERTICAL STUDS @ OPENINGS PER WFCI f 110 MPN FRAMING GUIDE 1. II, 30 RAILING P.T. Gx(b POST ASPHALT SHING W.G. SHINGLES IxG CORNER BD' 2ND FLOOR Sf.-1. 1.. ". . TYP. REAR ELEVATI L STAMP: 06 EFT SIDE ELEVATION �Q`�"'Rff� O RICHARD yG SCALE P. gyDER50N cn No. 19778 O c srorop� e . W 0 0 N zQQ O n C)0 C) O E/7 r x A Ljj � O �o � 0 CV O Cn O W = O(D� J w z U " -I r z = X � 00 m I,- En �Q OLLJ a W zQQ C)0 E/7 r Ljj � F— � O z� = O(D� �� Q En Cr) m LuF— C> W TITLE: ELEVATIONS DATE ISSUED: 04/14/0 REVISIONS: 05/01/08 DRAWN BY: PROJECT #: DRAWING NO.: A3 F - TYPICAL ' "SI" IARTVENT" - APPLY TO MFR. SPECS 4 MASS BLDG. CODE 3-P.T. 2x10 GIRT ! -- ----- ----! -- 1 I � 12" DIA. CONC. SONOTUBE w/"BIGFOOT" FOOTING (TYP. OF 5) 6x6 P.T. POSTS w/SIMPSON EPB66 0 0 0Q CONTINUOUS DBL. 2x6 P.T. __________________ ----- SILL PLATE/SILL INSUL. w/5/8" DIA GALV. A.S. @ 45" O.G. MAX -------------------------------- ---I I 6"-12" FROM I I I I END OF PLATES m STORAGE I a w/3"x3"x}" PLATE WASHERS N II 6 MIL CONC. O POLY VAPOR BARRIER OVER I I 1 , I I 6" COMPACTED GRAVEL T.O.S. - I I r I I ELEV=10.50' I I FOUNDATION: I I I I Q BITUMINOUS DAMPPROOFING ON 0 1 Io" CONG. FOUNDATION WALL ON 1 DEEP KEYED CONC. FOOTING I I 1 I I 1 I I 3 1/2" GONG. FILLED - — _ _ - — - 1 LALLY COLUMN, TYP. I i I Q I I ELEV=10.00' 7,-8„ I 1 24"x12" DEEP I i I ' I GONG. FTG. o I I co i -------I I a I I o i I iv I I -------I I m I CONTINUOUS 10" GONG. WALL i I I ALUM. GUTTERS ON — ON 20"xlO" CONC. FTG. I I Ix8 FASCIA BIDS 0 I `n I — - — - — - — - — - ----e—I 1�r I I r 1x8 SOFFIT w/ CONT L-- J I I ✓� '� VINYL SOFFIT VENT I I GARAGE N 1 N. 6" 4'-o'I I I 4" CONC. SLAB w/ fY. i I I `dU rq 6"x6" 10/10 WWM ON I I o 6" COMPACTED GRAVELLL I I w I 1 a i I DEPESSED WALL (0 ------------------------ 1-------� Iv ------------------------------------------------------- 0 ELEV.90' m 2-P.T. 2x8 GIRT CONC. APRON --- 8" DIA. CONC. SONOTUBE, TYP. Em 29'-0" -0" I. 3'-6" I. 2'-9" NOTE: I. ALL STEEL BEANS TO BE ENGINEERED BY STRUCTRUAL ENGINEER. 9� L CON'T RIDGE VENT 2x12 RIDGE BD. 12 10 2x6 @ 1(o" O.C. 12 II 141 "x9" LVL TIES @ 6" O.G. �- 2-2x10 UNFINISHED L/2ca Ib" O.G. Future Master suite to be framed and � rough plumbed 4 s.1 YP nd 00 CONSTRUCTION electrical /finished later 3/4" T4G PLYWD SUBFLOOR GLUED 4 NAILED OVER, 'f III Qu r„ I1 g" Tills @ 16" O.C..��`— or lCJ•C ' �� 2 !/' I x 3 STRAPPING AT 16" O.G. 110 3 STEEL BM. 1/2" G.W.B.-PTD. FCU914 FRAME) KITCHEN TYP. IST FLOOR CONSTRUCTION LIVING/DINING 3/4" T 4 G PLYWD SUBFLOOR GLUED 4 NAILED OVER 2x10's @ I6" O.G. 6" (R19) FIBERGLASS BATT INSULATION ur W12x30 STEEL BM. GARAGE TYPE 'X' G.W.B. ON WALLS 4 CEILING GARAGE FLOOR 4" CONC. SLAB w/ 0x6" 10/10 WWM ON 6" COMPACTED GRAVEL SCALE ECT I ON STORAGE T.O.W. -- - 4 "F ELEV.=13.0' ASPHALT SHINGLES ON TRI -FLEX 30 ON 1/2" CDX PLYWD. PROP -A -VENT BAFFLE AT SLOPED CLG.S 2x10 RAFTERS @ 16" O.G. w/ SIMPSON 142.5 CLIPS @ 16" O.G. 9" (R-30) FIBERGLASS BATT KRAFT FACED INSUL. COMPOSIT DECK ON PT. FRAME-TYP. 36" RAILING 2ND FLOOR SIMPSON TYPICAL WALL CONSTRUCTION PC66 W.C. SHINGLES 5 1/2" EXPOSURE TYVEK 14OUSEWRAP 1/2" CDX PLYWOOD 6x6 P.T. 2x4 STUDS @ 16" O.G. (UNO) ci POST 3 1/2" R13 UNFACED FIBERGLASS a BATT INSULATION 1/2" G.W.B.-PAINTED 36" RAILING IST FLOOR ELEV.=20.48' SIMPSON 2x6 STUDS PC66 @ 16" O.C. 6x6 P.T. POST - ELEV.=16.6' `F "SNARTVENT" a SIMPSON 1 EPB(o6 T.O. GARAGE SLAB ELEV.=10.00' _—_---_------ — FOUNDATION: BITUMINOUS DAMOPROOFING ON 10" CONC. FOUN!JAfION WALL ON 20"x10" DEEP KEYED CONC. FOOTING )--4 BASEMENT FLOOR: 3 I/2" CONC. SLAB OVER 6 MIL POLY VAPOR BARRIER ON 6" COMPACTED GRAVEL � I EXTEND FOUND. WALLS AS ~ NEEDED PER GRADE CONDITIONS I � I � r41'7I 1 I L ---J oo no 9� 8 yG� Jim/ zt"5- STAMP: i u a7 U-1 J a LU �— zU 8 ~ 2 mU Q TITLE: 0 0 0 N 0 10 n co 0 to x a 0 r - N 0 r\ � cf) Z m �''', U LU r _ 00 J CLOO, V m(!) Cn ON W LU FOUNDATION PLAN/ CROSS SECTION DATE ISSUED: 04/14/08 REVISIONS: 05/01108 07/09/08 DRAWN BY: PROJECT #: DRAWING NO.: A4 2x10 @ 16" 0 FRAM I N SCALE 1/4 PROVDE [OLID BLOCKING @ 48 O.G. FIRS (2) BAYS FR01 END WALL–TYP. OR r0 MEET MFt. CODE REQUIREMENTS FLUSH FRAME 2-2x 10 DBL. 2x10 AROUND ALL FLOOR OPENINGS -ONT. 2x10 RIM JOIST -P.T. 2x8 GIRT n n..In ==Am ==i X1.1 11 g" TJI's @ 16" O.C. NOTE: /' 1. FLOOR TRUSSE SYSTEM TO BE ENGINEERED BY (TRUSS MFR. 2. ALL STEEL BEAMS TO BE ENGINEERED BY --- STRUCTRUAL ENGINEER. SOLID BLOCKING 1 AS REQUIRED I 1 WALL BRIG. BELOW 14"X11 LVL AROUND FLOOR OPENING jI i I I' 1 l CONT. II LVL RIM JOIST 2x10 @ 101 1 IIIIII�I�Iilllll�llllll IIIIII�I�IIIIIII�IIIIII IIIIII�I�IIIIIII�IIIIII IIIIII�I�IIIIIII�IIIIII IIIIIIII!IIIIIIIIIIIIII IIIIII�I�IIIIlllljlllll I 1 I I I I 2x12 RIDGE BD. I I I I 1 IIIIII�I�s`f1i111 �I�IIIII _2Xo l IIID i l l i 2 1 BELOW I I I I 1 I TYP III It�_' I I I I a 1 I III 'I II'I. 1--1.11 I I I III-�-III I I I I It I IIIII 1 .IIIII 1 I IIII 1 I I I it �I I I 1 I 2x10 FRAME AT GABLE DORMERS @It or +a Q� RICHrARD ANDERSON es No. 19778 o � raront E� STAMP: ou `V J W F-- zU oLu ad U Q 0 0 0 10 ab 0 to x a 0 n .0 N 0 cn �z x W O 0 m co O�a_ U Lu< 0 C) � W�� F— � z� G O Illltllillllllll Q 11111 ,IIIIII11111111111111, I I I I I I IL In 1 W Lu ON 1 1 1 I I I L I ( I 1 1 I I _! —I -- i ---I -- i---} -- W12x30 STEEL -----F-1---r--�---r-- BM. BELOW --- �iIII111Illlll" I—t t I{1111 I 1111111111111111 1111, 1 1 I 1 1 I I WI2x-- - - --- -- --- -- --- - I I I I I I I STEEL BM. BELOW[l t I --- - -- I I 1 I I I I II�IIIilllllllll FI I I I I 1 I I I I I I II IIII II IIIIIIIIIIIIIIII -- - -- --- -- Ll�-1 -LL- _ I 2–I x9 �" LVL HEADER I I I 1 I 2 DOORS BELOW 2x6 P.T. @ 16" O.C. 2x10 @ 16" O.C. FRAM I N SCALE 1/4 PROVDE [OLID BLOCKING @ 48 O.G. FIRS (2) BAYS FR01 END WALL–TYP. OR r0 MEET MFt. CODE REQUIREMENTS FLUSH FRAME 2-2x 10 DBL. 2x10 AROUND ALL FLOOR OPENINGS -ONT. 2x10 RIM JOIST -P.T. 2x8 GIRT n n..In ==Am ==i X1.1 11 g" TJI's @ 16" O.C. NOTE: /' 1. FLOOR TRUSSE SYSTEM TO BE ENGINEERED BY (TRUSS MFR. 2. ALL STEEL BEAMS TO BE ENGINEERED BY --- STRUCTRUAL ENGINEER. SOLID BLOCKING 1 AS REQUIRED I 1 WALL BRIG. BELOW 14"X11 LVL AROUND FLOOR OPENING jI i I I' 1 l CONT. II LVL RIM JOIST 2x10 @ 101 1 IIIIII�I�Iilllll�llllll IIIIII�I�IIIIIII�IIIIII IIIIII�I�IIIIIII�IIIIII IIIIII�I�IIIIIII�IIIIII IIIIIIII!IIIIIIIIIIIIII IIIIII�I�IIIIlllljlllll I 1 I I I I 2x12 RIDGE BD. I I I I 1 IIIIII�I�s`f1i111 �I�IIIII _2Xo l IIID i l l i 2 1 BELOW I I I I 1 I TYP III It�_' I I I I a 1 I III 'I II'I. 1--1.11 I I I III-�-III I I I I It I IIIII 1 .IIIII 1 I IIII 1 I I I it �I I I 1 I 2x10 FRAME AT GABLE DORMERS @It or +a Q� RICHrARD ANDERSON es No. 19778 o � raront E� STAMP: ou `V J W F-- zU oLu ad U Q 0 0 0 10 ab 0 to x a 0 n .0 N 0 cn �z x W O 0 m co O�a_ TITLE: FIRST, SECOND FLOOR & ROOF FRAMING PLANS DATE ISSUED: 04/14/08 REVISIONS: 05/01/08 DRAWN BY: PROJECT #: DRAWING NO.: A5 U Lu< 0 C) � W�� F— � z� G O Q Q <U) In W Lu ON TITLE: FIRST, SECOND FLOOR & ROOF FRAMING PLANS DATE ISSUED: 04/14/08 REVISIONS: 05/01/08 DRAWN BY: PROJECT #: DRAWING NO.: A5