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HomeMy WebLinkAbout0714 RIVER ROAD - PLANS L i I , yi DATUM . ST�F6 , VERTICAL DATUM: MSLf qp SET: HYDRANT TAG BOLT BENCH MARK LOCUS ELEVATION 73.87 ROAD KEB N EXISTING CRANBERRY BOG /0 - / / LOCUS MAP NOT TO •SCALE. ! / ' 90.2/ co / / I I - � / / r � I / I 1 / N F / 93.4 / / / PROPOSED NEIGHBORHOOD TRUST Q / / / 0/ / � / / / Q ' BOGBERRY NEIGHB / / / / _ I / / / / 60 x42 / v / / / / 0 20 30 40 60 100 BERRY LANE / / / . �/ / / �2. j 0 BOG / / / # / / 5f TO t / / / '/ 63 BARN y ► ) RS MAP 44 ASSESSORS � '_ MARSTONS MILLS RIVER 113 PARCEL 10 3 co / o co _ OPEN SPACE / / / /� GRAPHIC SCALE: 1 INCH = 20 FEET / / / / / / �/ / 0 / / J I / oo f CONCRETE / BOUND FOUND I 40.3 / / C / R / L / / \ G / N / e o E f R/ ! Y / / a l a r _ I // / f 1 i / f z C � p T v / C , / / H r / o <v / 1 LOCUS INFORMATION � L U / O / O / G N F O � i I HAMBLIN EXISTING / <vO 499 WHISTLEBERRY DR. CURRENT OWNER JOHN & JEANNETTE HAMBLIN IN SHED ASSESSORS MAP 44 a / ADDRESS 558 SANTUIT N WT E E OWN. ROAD f O PARCEL 28 / / �- / / MARSTONS MILLS / r / O Q / I Q` / / 0 / MA 026418 / 73. l / o _ / Iilll 1 l I l T F _K 1 TITLE REFERENCE B00 0298 PAGE 279 \ I I I I / I r \ PLANK4� L B00 55 PAGE 20 I I / \ I � 1 \ \ \ I \ j I 1 l � r \ 1 \ ZONING DISTRICT RF I 1 / / SETBACKS 0 FR N J T 30\ \ \ / E B K \ I i \ / SIDE �I 5 e w AR 1•.. / RE 5 \ ti \\ 1 40 1 \ \ I 0 1 1 FLOOD ZONE C 250 0 5D \ i \ \ ASSESSORS MAP 44 LA \ \ \ / \\ \ \ \ / PARCEL 28 N / \ / I CA OVERLAY PROTECTION / \ / Y- WP 330 GALLON ACRE� / / 114.2 \ / Y\ ZONE II ES / \ LOT AREA 44,831 t S.F. I / EXISTING CRANBERR Y BO G I I / OMAN r PROPOSED BARN ROAD / / RIVER R / o . 760 / / / / ASSES 4 4 / : ASSESSORS .MAP I� PARCEL 71 r r l LOCATION PLAN / / � / / / I / J / I I .; 499 -WHISTLEBERRY DRIVE r / � I I IN I � I t 1 s � T / MARSTONS MILLS MASSACHUSET S I / I I i / / / � I . I — T 16 007-SCALE 1 '�0 DATE. OC OBER 2 I / / I l CONC RETE r / / 5 ♦ PREPARED FOR: BOUND .9 ♦ ! Cat , FOUND 3 _N 3 JOHN 8c JEANNETTE HAMBLIN N F i ROAD I T IT NEUVTOWN 0 E FERRAN TI 558 SAN U 1 0 3 3 E 4 RIVER ROAD ♦ , 7 E #72 1 lR N s MARSTONS MILLS MA 02648 I, VE ASSESSORS MAP 44 R1 4 6 1 6 PARC EL 6 � (508) - 428 2639 PRE PARED PARED BY: a � I � ,6 ., . AS SURVEY, INC. E ED R rn 141 RT. 6 A STO ch � F . 28 P. O. BOX 1729 S � , S �- SANDWICH MA 02563 b 1 PH. 508 888 3619 0 � FAX (508) 888 2496 i T N/F N/F BLAZIS WILSON #105 BERRY HOLLY DRIVE #117 BERRY HOLLY DRIVE ASSESSORS MAP 44 ASSESSORS MAP 44 PARCEL 19 PARCEL 18 5()()l 11040 17503 7 qc� DATUM : LOCUS VERTICAL DATUM: MSL± N/F ROMEISER BENCH MARK SET: HYDRANT TAG BOLT #110 BOG ROAD S 5� ASSESSORS MAP 45 ROAD ELEVATION 73.87 cp PARCEL 17-1 1-0 85'00'00-E N/F �--a�nD 378.00f ROMEISER go #475 WHISTLEBERRY DRIVE ASSESSORS MAP 61 CRANBERRY BOGso PARCEL 39 N N/F BOGBERRY NEIGHBORHOOD TRUST #0 BOG BERRY LANE ASSESSORS MAP 44 T PARCEL 10-3 LOCUS MAPNOT TO SCALE: w2 NQ Ss60 Ap SEE DETAIL SHEET 1 WETLANDS Ce8S PROPOSED rycb BARN , \ o It N. OPEN SPACE m 4e X LA EXISTING /iil 650± SHED N F 0 80 120 160 2410 400 / OMAN LA #760 RIVER ROAD N/F 9�9 ASSESSORS MAP 44 HAMBLIN PARCEL 7-1 #505 WHISTLEBERRY DR. GRAPHIC SCALE: 1 INCH = 80 FEET ASSESSORS MAP 61 PARCEL 59 SEE DETAIL SHEET 1 404 86' 7 CRANBERRYBOG N/F C�lll FERRANTI N/F #724 RIVER ROAD KING ASSESSORS MAP 44 #523 WHISTLEBERRY DR. PARCEL 16 ASSESSORS MAP 61 PARCEL 40 LOCUS INFORMATION cc co 1-1 Nb � 9. .4� CURRENT OWNER JOHN & JEANNETTE HAMBLIN N N N N ADDRESS 558 SANTUIT NEWTOWN ROAD Go 'N' MARSTONS MILLS MA 02648 7y45,,E TITLE REFERENCE BOOK 10298, PAGE 279 19.83, PLAN REFERENCE BOOK 455, PAGE 20 ZONING DISTRICT RF IN. SETBACKS FRONT 30'' \`�\`�`�\� CRANBERRY BOG SIDE 15 NNNS REAR 15' N \N �F,Q FLOOD ZONE C, 250001-15D N/F NNN' N N %lN N N' ASSESSORS MAP 44 HAMBLIN N N N #710 RIVER ROAD N PARCEL 28 ASSESSORS MAP 44 PARCEL 27 , OVERLAY PROTECTION WP 330/GALLON ACRE -NN ZONE 11 YES N N N/F LOT AREA 44,831 f S.F. M AllOLA N N, #644 RIVER ROAD NN N ASSESSORS MAP 61 N N/F BUN PARCEL 57 NN IN PROPOSED BARN HAM #682 RIVER ROAD N/F N %N NN NNN -)3 ASSESSORS MAP 44 CAHOON NN' NN LOCATION PLAN 0 PARCEL 25 #636 RIVER ROAD 7 ASSESASORSL 5 MAP6 61 #499 WHISTLEBERRY DRIVE PRCE N, IN CE��- ------- MARSTONS MILLS, MASSACHUSETTS N/F NN SCALE 1 = 20' DATE: OCTOBER 16, 2007 ROONEY #656 RIVER ROAD ASSESSORS MAP 44 PARCEL 26 PREPARED FOR: JOHN 8c JEANNETTE HAMBLIN #558 SANTUIT— NEWTOWN ROAD MARSTONS MILLS, MA 02648 (508) 428— 26 39 0 ,7 PREPARED BY: o(l, 'y EAS SURVEY, INC. EDWAR A. 141 RT. 6A ra T 0. 0 P. O. BOX 1729 SANDWICH , MA 02563 PH. (508) 888-3619 FAX (508) 888-2496 OFFICE.• 4"� NORTON, MA MORTON BUILDINGS GENERAL SPECIFICATIONS �"" 122-2004 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE -�— w _Z WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN _j o +I EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 2 8' o O U �r o �- w SCALE: 1. 4' 16' 0 �_ N FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" 0 BELOW GRADE IL0� 0 (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN — — — ui _ THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE m SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE I I O COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH I �/ w Z CONCRETE (SEE PLANS). V p CL TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE I 100' + TO PL NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, I z PRESSURE TREATED TO A NET RETENTION OF A POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY I I z clff APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. _J 1 1 1 I co ` �"�"'� FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 100' +TO PL PROPOSED 42'xI4'x60' Z 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. BUILDING 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. Z Q HI Y I I ±s ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN I Z 0� o ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. I O . Q 1 W SIDING PANELS (KYNAR 500/ HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH F— AN ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS I I W U .0 ON EXTERIOR. — I W Z ROOFING PANELS (FLUOROFLEX 2000 TM) -0.019" MIN. AZ55 GALVALUME WITH AN ADDITIONAL Q = O BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL + p m O +i � p W U o � z0 o0zc --� O MINIMUM PAINT THICKNESS OF 2ryMILS ON EXTERIOR. Q m Q U U X TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, 00 O RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. a. GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH Z 1__L j = TRIM, ON BOTH SIDES OF THE BUILDING. CDv) w a.. ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED w 8 AS PART OF THESE DRAWINGS. _J 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING DRAWN BY.• A.SWANSON PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON BUILDING DESIGN CRITERIA BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT DATE.- 07/27/07 SUPERVISION AND THAT I AM A DULY SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. USE GROUP S-1 LICENSED/REGISTERED PROFESSIONAL ENGINEER. CHECKED BY. HEIDFELD 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ATOFINA CHEMICAL, INC., HYLAR 5000 IS A CONSTRUCTION TYPE 5B VA OF k4 DATE.' 08/20/07 LIVE ROOF LOAD DESIGN 25 PSF �� REVISED DATE. ---- TRADEMARK OF SOLVAY SOLEXIS. o MICHAEL L. G� WIND LOAD 90 MPH MCCOR '— REVISED DATE. ---- FLOOR AREA 2520 SQ FT $ CIVIL MI EL L. McCORMICK, P.E. 2x4FK 1 1/05 - ---- D T REVISED DATE.' FLOOR LOAD 125 PSF NO. 41121 '� TYPICAL LUMBER SPECIFICATIONS - 2001 NDS L SE# 41 121 REVISED DATE., ---- DATE: 6-30-08 SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO. 1 & 2 SPF 1313 PSI 2x4 2100f MSR SPF 2100 PSI I HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN FOR THIS BUILDING W P RED BY ME OR UNDER MY SHEET INDEX 2x6 NO. 1 &2 SPF 1138 PSI DIRECT SUPERVISI N AND HAT I AM A DULY LICENSED 2x6 NO. 1 SYP 1650 PSI ARC L I ENSE SHEET# DESCRIPTION 2x8 NO. 1 SYP 1500 PSI ��REDgj c Ct70 1 Siper G1 OF GI SPECIFICATIONS &SHEET INDEX 2xl0 NO. 1 SYP 1300 PSI t���p�-O N' T/ ive D ite LiC.# S1 OF S6 COLUMN PLAN 2x12 NO. 1 SYP 1250 PSI 01/97 067465 S2 OF S6 TRUSS PLAN, TRUSS DRAWING, & DETAILS ALL 1950f MSR SYP 1950 PSI NO. 30293 ALDV. YIPPET , AR T MORTON, E:.! a e Davis S3 OF S6 ELEVATIONS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI �� ILLINOIS J ENSE# 0293 1 0 arlet load 3 1/2"x15" GLU-LAM 1650 PSI o Fq�?F10F M�SSG� P. DATE: 8-31-07 PI AU ,MA 02360 S4 OF S6 SECTIONS & DETAILS P S5 OF S6 SECTIONS & DETAILS 5 1/4"xl6 1/2" GLU-LAM 2400 PSI S6 OF S6 SECTIONS & DETAILS 5 1/4"xl9 1/2" GLU-LAM 2400 PSI NOTE: NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. NO ONE MAY ALTER ANY ARCHITECTURAL OR SCALE.'AS NOTED ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT OR SHEET NO. LICENSED ENGINEER . G l OF G 1 OFFICE.' NORTON, MA .` JOB NO. 122-2004 U� o 0 C_ Co N o� L1J m (D Z rri/ w �.../ Z 0 o- J 1 1 1 m u7J L-U ICI C� o W Lo �— U W z W 0 �, N a, o COLUMN PLAN LEGEND z = 2V ^ ^ C �7 0 -3-2x6 LAMINATED COLUMN LOCATION W 7-41/2" 7'-6" 7'-6" T-6" T 6" T 6" T 6" T 41/2" ■ -HEADERED TRUSS LOCATION —� o 0 -(1,) 3068 PLAIN FIBERSTEEL WALK DOOR, LEVER LOCKSET & DEADBOLT 1'-0"VENTED SIDEWALL OVERHANGS O-(l) 14'xl 4' WOOD FRAME DOUBLE SLIDING SIDE DOOR x q I I I I I W/WEATHERSEAL m S4 2'-0"NON-VENTED ENDWALL OVERHANGS PO-(1) 14'x14' WOOD FRAME DOUBLE SLIDING END DOOR — — ( — — I — I _ — I ___ — W/WEATHERSEAL / �'1 a _fI_' s�-7/16" OSB SHEARWALL (SEE DETAIL SHEET S5 OF S6) 41 I-91I — 41 l-911 -ROOF & WALL STEEL FASTENED W/S.S SCREWS �,/"� z 18"R A18"R -(8) 3065 SKYLITE W/VAPOR RETARDER (VERIFY LOCATIONS) I j. 1 = �, -PWD ROOF INSULATION o I 24"R 24"R A 24"R 24"R 24"R 24"R 24"R -81 M BASE ANCHORS wN — � s4 � _ � g ' ~ 18"R-18" DIAMETER FOOTING WITH: L� � 34'-10 I/2" 18"R 18"R 34'-10 1/T 8 THICK MINIMUM READI-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH _J 4 I ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). _J PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 1N ONE OPERATION. 27'-101/2" — 18"R 18'R 27'-7 1/2" 24"R-24" DIAMETER FOOTING WITH: 8'TH1CK MINIMUM READI-MIX CONCRETE 4, ( C I C BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). S4 S4 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF DRAWN BY.- A.SWANSON .LOWER COLUMN IN ONE OPERATION. 20'101/T — --�— 18"R 2Q I M DATE: 07/27/07 CHECKED BY.• HEIDFELD 4 ROUGH OPENING SCHEDULE S4 I S4 I DATE.' 08/20/07 ---- 13 10 1/7' — 18"R 18"R 14' 1 1/2" WIDTH HEIGHT REVISED DATE. - I � � UNIT SYMBOL FROM LEGEND 38 1/4" 81" REVISED DATE.• ---- _ M REVISED DA TE.• ---- o REV/SED DATE.' ---- h 6-101/2" <18"R 18"R b' 10 1/2" i � — D O 24"R 24"R S6 24"R 24"R 24"R 24"R 24"R ( �,�OF Adq 18"R \ It I 1 \ I \ I \ I \ I 18"R — — — OI 0„ C CCORMICK 0'-0" ■ ■ ��REe3��C o� M1C6`iA1'L L. M N®. 30298 NO. 41121 D MORTi "INOIS R q� � �CblAi- T-41/2" 13'-71/2" 6'-21/4" T-6" 7'-6" 7-6" 7-41/2"ZI p� q1 rH OF01- 2' 8' o 0- SCALE: LICENSE M 1' 4' 16' Construction Super SCALE:AS NOTED _ COLUMN PLAN Effective Date Lic. # SHEET NO. 07/01/97 067465 Wavne Davis S I OF S 6 100 Scarlet Road ,1 SL 22-0- 1 SL 22- 0- 1 OFFICE.- NORTON, MA HO1-3- 8 HO1- 3-8 SL 8- 6- 1 6- 9- 1 6-8-15 6-8-15 6- 9- 1 8- 6- 1 JOB NO. EP 8-0-13 14- 5-1 1 20-10- 8 27- 3- 5 33- 8- 3 I 41- 9-0 122-2004 #1 1.25x 11.25 D I T3 41 o 4 U v C E N #1 1.25x 1 1.25 #1 1.25x 11.25 M T2 a_ w m B W4 F Z) 1 8- 3- 0 T 1 2.5x5 W 6 2.5x5 T4 'Z W2 W5 4 W 8 4 W3 W7 A G W1 LGl LG2 z 5x6.25 x • #6.25x8.75 __j 1 1 1 8 18G-MN 18-6.25x17.5 18G-MT8H-7x 16 18G-MT8H-7xl 6 #5x6.25 &18G-MN 18-6.25x 17.5 LLj &18G-MN 18-7.5x16.3 B 1 N M B2 K I B3 &1$G-MN 18-7.5x16.25 o � H � z 0.08982 BC 6-8-10 4-1 1-8 N �`' 9- 7- 8 � 0 4-1 1-8 6-8-10 vo 1 N N N aJ' `ti OOO O NUN EP 000 8-1 1- 8 13-1 1-0 0 00 25-8-4 0 32- 9-8 39- 6- 2 000 Z d ...(� 'ssi SL 6- 8-10 4-1 1-8 N 10 N N 4-1 1-8' 6-8-10 N�� 41- 9-0 0 TRUSS DESIGN LOAD = 234 PLF ZO r TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using Robbins N REQUIRED TRUSS LOAD = 29 PSF AT 7-6" O.C. = 218 PLF Engineering Software and specifications of recognized 0 ' 20905C-0224201 Q ?y engineering principles.Trusses are manufactured by Morton _Size- ---- W LIVE LOAD 25 PSF Buildings, Inc. Tc 2x s SP-2401 -- DEAD LOAD 4 PSF Ex c -n 2x 8 SP-#1 F-- %o LUMBER SPECIFICATION (2001 NDS for Wood Construction): Ex n -E 2x 8 SP-01 Uj CEILING LOAD 0 PSF BC 2x 8 P- Lower Chord -- No. 1 K.D. - 19 or 2400f- MSR 2.0E Southern Pine s 2401 Z WB TOTAL LOAD 29 PSF Top Chord--- No. 1 K.D. - 19 or 2400f- MSR 2.0E Southern Pine SL 2x 4 sP-#1 1-- O 2x10 sP-#1 = O Web Members-- No. 1 K.D. - 19 Southern Pine Z Brace truss as follows: W ! 1 TRUSS PLATE SPECIFICATION (ICBO Evaluation report No. 2929): O.C. From To v ASTM A-653, Grade A 20 Ga. and 18 Go. where noted, Tc 2- 0- 0 0- 0- 0 41- 9- 0 ) cl/ o galvanized steel Morton truss plates identified by a hexagon BC 7- e- o a- 0- 0 41- a- 0 stamped every 1 1/4"along the center of the plate. x O 42' S.C. 2090 TRUSSCL — — — _ — — — — SCALE:3/8"= V-0" �J I— U� Z II II II II II II II I Q 110 IIQ 110 IIQ 110 = II � 0 IIQ 42' -2x10 (NO. SYP) � II II II II O II II II END RAFTER ASSEMBLY Q vi I Q II II II II 11 II II O � II II II II II II II I �• ; II II II II II II II r• I II Ii II II 0 II II N I i • I • i ''� ' O II II II it II II II O I I ' I ' II II II II II II II -20d R.S. NAILS PER CONNECTION 3 RAWN BY: A.SWANSON D8 O O 2-2x6 END COLUMN EXTENSION OR DATE.- 07/27/07�I II II II II II I� 'B UPRIGHT ASSEMBLY NAILED TO END II II II II II II II (2) 20d R.S. NAILS IN RAFTER ASSEMBLY AS SHOWN AND TO HEADLOK .19"x 6.0" FLATHEAD LAG SCREW CHECKED BY. HEIDFELD II II II II II II II — — — = EACH INTERSECTING WEB. FASTEN TO DATE. 08/20/07 0 II II II II II II II S2 HEADER AND FRAMING MEMBER WITH (2) REVISED DATE.' ---- 16d R.S. NAILS INTO EACH END COLUMN OVERHANG FRAME Q II it II II II II II 0 EXTENSION MEMBER OR UPRIGHT. REVISED DATE.• ---- II II II II II II II I 2x4 BEV. PURLIN 1 REVISED DArE ---- II II II II II II II X I REvrsED DATE• ---- II DETAIL B SCALE: 1 1/2" = 1'-0„ I 1 0 II II II — II II II II II II II II n II II B a I Ir+ II II II II II II II I S2 #pa OF 42' -2x10 (NO.1 SYP) — OVERHANG END RAFTER ASSEMBLY MICHAEL L. FRAME RAr' RI1hICK CIVIL TRUSS BRACING PLAN S TOENAIL (7) 20dR.S. NAILS NO 41121 OVERHANG RAFTER TO OVERHANG LICENSE TRUSS BRACING PLAN c1) 16d R.S NAIL S / LEGEND Construction suer LIc EACH SIDE 3-51W KIW1W 0LUMN 06 6 - 42' 2090 S.C.TRUSSES @ 7'-6"O.C. TYPICAL 2x6 07/01/97 e Davis - 1k CONTINUOUS 2x4 LOWER CHORD TRUSS TIES OVERHANG ways 2' 8' NAILER 100 Scarlet Road APPROXIMATELY 7'-0" O.C. TYPICAL ( SCALE.-AS NOTEDDETAIL A SCALE: - 2x6 DIAGONAL END BRACES APPROXIMATELY Plymouth,M� 02360 SHEET NO. 1' 4' 16' 7'-0" O.C. TYPICAL SCALE: 1 1/2"= 1'-0" S2oFS6 -- - ----- -- - - -- ---- --- ------ - ---------- - ------ -- -. OFFICE.. NORTON, MA JO8 NO. 122-2004 1. o U C� `o N a VENT-A-RIDGE �— w m 1� T#16 GABLE TRIM O � 4 � Z w Z r h � 5"O.G.GUTTERS �.../ HI-RIB STEEL HI-RIB STEEL 7 T#21 CORNER TRIM T#21 CORNER TRIM — 11 I .J � 1 1 CIO T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM T#167 BASE TRIM T#167 BASE TRIM ---- z WEST ELEVATION _ SOUTH ELEVATION Z ki o Q " L J ,n ~ U _ �o W J W Q Qz CO L 1 i ■ < VENT-A-RIDGE ri-00 X 12 T#16 GABLE TRIM 0 fi zm 4 (j Z l l l = 5"O.G.GUTTERS w IL HI-RIB STEEL HI-RIB STEEL Q pN 1 0 T#21 CORNER TRIM T#21 CORNER TRIM 1 1 T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM Ll L T#167 BASE TRIM 17-0" 39'-6" 3'-6" 21'-0" 21'-0" /11 0 0 10 o b DRAWN BY.- A.SWANSON 0 0 o 10 0 o N N DATE: 07/27/07 EAST ELEVATION NORTH ELEVATION CHECKED BY. "E'°FEL° DATE: 08/20/07 REVISED DATE. ---- REVISED DATE.- ---- REVISED DATE.' ---- REVISED DATE.' ---- ED NOTE: a LICENSE No. 30293 o MORTON DOOR AND WINDOW LOCATIONS ARE TAKEN Construction Super ILLINOIS' FROM THE EXTERIOR FACE OF THE NAILERS AND ARE Effe'diveDate Lie.# Fq TO THE CENTER OF THE DOOR AND WINDOW UNITS. 07i01i7 067465 t>NoFMP� VERIFY ALL LOCATIONS WITH THE OWNER. 2' 8' Wayne Davis SCALE: R F loo Scarlet Road 1' 4' 16' Plymouth, MA 02360 -- SCALE.•AS NOTED SHEET NO. S3 OF S6 I i I FF2000 HI-RIB STEEL OFFICE.• 2x4 PURLINS @ 24" O.C. (NO. 2 SPF) HEADLOK .19"x 6.0" PWD INSULATION - A 5/16 FOIL FACED CONDENSATION RETARDER NORTON, MA FLATHEAD LAG SCREWS THAT COMPRESSES DOWN TO 1/16"THICK AT ALL FASTENERS HEADLOK .19"x 6.0" FLATHEAD LAG SCREW GABLE PURLIN FLASHING FF2000 HI-RIB STEEL JOB NO. PWD INSULATION -A 5/16" FOIL FACED 122-2004 CONDENSATION RETARDER THAT 4� T#16 GABLE 2x4 PURLINS @ 24" O.C. N ILS0. OR35"x 2 1 R.S.R.W. COMPRESSES DOWN TO 1/16" TRIM /7� (NO. 2 SPF) NAILS OR 1 bd R.S THICK AT ALL FASTENERS NAILS 2x4 BEV. PURLIN 20d R.S. NAIL WIRE MESH 2xb FASCIA �"`— (1) T#194 TRIM THROUGH STRAP 2x6 BEV. FASCIA �n ° SOFFIT ��J i� � & INTO BRACE � 1 � 5"O.G. GUTTERS 2' END BRACE STRAP cr HI-RIB/SOFFIT CAP TRIM T#144 & 146 42'2090 S.C. TRUSS W/ PRE-PUNCHED 'O HOLES (BEND 70 FIT) o•a_ N FASCIA TRIM — 42' - 2x10 (NO. SYP) i FASTENED W/ o SOFFIT END RAFTER ASSEMBLY i '� (3) 0.140 x 1 1/2" R.S. a-- HI-RIB/SOFFIT CAP NAILS m 2x6 OVERHANG NAILER 2-2x6 E.C.E. 2x6 DIAGONAL (2) 1/2"x5 1/2"M. BOLTS & KYNAR HI-RIB STEEL BRACING FASTENED r1i W (8) 20d R.S. NAILS . ...•.•,•• TO COLUMN W/(4) Z — — — — — — — — — — — — — -. ._ - 16d R.S. NAILS 0 — - - - - - - - - _. — — — — - n- 42' 2090 S.C. TRUSS 2x4 TRUSS TIE 2x4 NAILERS @ 24" O.C. Z TRUSS IN COLUMN (2100 MSR SPF) z KYNAR HI-RIB STEEL SADDLE J 1 1 1 LAMINATED COLUMN C�LI G < _ ,�«./' 14'-0" Q GRADE TO HEEL FINISH = vi 2x4 NAILERS @ 24" O.C. O -' ' { (2100 MSR SPF NOTE: J GRADE THIS SECTION IS THE SAME AS Z 3-2x6 LAMINATED COLUMN SECTION "A" EXCEPT FOR Q THE ITEMS AS NOTED. ( 1 <n 2x2 VERTICAL BLOCKING �.J '''^ AT COLUMN LOCATION W T#167 TRANSITION TRIM Uso a � J 2x6 NOTCHED NAILER 218M (14 GA.) COLUMN STILT W KYNAR HI-RIB STEEL WAINSCOT _ 8"THICK MINIMUM READI-MIX CONCRETE z 7/16" OSB PROTECTIVE LINER BELOW BOTTOM OF LOWER COLUMN WITH z ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). 1 g"O o PLACE CONCRETE BELOW AND ABOVE BOTTOM OF Q !! 11 ' T#167 BASE TRIM LOWER COLUMN IN ONE OPERATION. W - (1) ROW 2x8 TREATED SPLASHBOARD EN D WALL SECTION B 4"CONCRETE FLOOR* O 18" LOWEST SCALE: 1/2"= V-0" Z m MEMBER CUT-OFF x ° 81 M BASE ANCHOR a_ FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE♦ O LJLJ = CONCRETE FLOOR NOTES r W i.)3500 PSI,5 1/2 BAG MIX CONCRETE. NOTE: (L 2.)REINFORCING:6x6-1Ox10 WWM. Q vj 4'-0" 3.)SLOPE GRADE AWAY FROM BUILDING @ V PER ♦IDENTIFIES ITEMS THAT ARE NOT PROVIDED O FOOT FOR A MINIMUM DISTANCE OF 10'PLUS BY MORTON BUILDINGS, INC. OR MORTON I OVERHANG WIDTH. I 4.)WHEN A VAPOR RETARDER IS PROVIDED,PLACE A BUILDINGS' SUBCONTRACTORS AND ARE THE MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON OWNER'S RESPONSIBILITY. TOP OF A MINIMUM 4"COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. 224M (14 GA.) COLUMN STILT 10"THICK MINIMUM READI-MIX CONCRETE 2-2x6 UPRIGHT NOTE: BELOW BOTTOM OF LOWER COLUMN WITH A . FOOTINGS ARE DESIGNED FOR A ..a , ADDITIONAL READI-MIX TO TOP OF 224M STILT (9"±). KYNAR HI-RIB STEEL 2000 PSF SOIL BEARING CAPACITY. I PLACE CONCRETE BELOW AND ABOVE BOTTOM —• LOCAL CONDITIONS MAY REQUIRE 24 0 I, OF LOWER COLUMN IN ONE OPERATION. DRAWN BY.- A.SWANSON MODIFICATIONS. — 2x10 HEADER DATE.' 07/27/07 T#71 TRACK COVER CHECKED BY.- HEIDFELD SIDEWALL SECTION A SCALE: 1/2"= V-0" s,� 51 M TRACK DATE.' 08/20/07 .!r 3x4 TRACK BLOCKer 1 1/2"x2" BLOCK 8< T#74 I 14'-0" REVISED DATE. - --- s'~ 3-2x6 LAMINATED / W/WEATHERSEAL TO GRADE REVISED DATE.• - 3-2x6 LAMINATED COLUMN COLUMN •� � � REVISED DATE.' -- 1 1/4"xl 1/4"xl4 GA. SUPPORT ANGLE sl� 22 NAILS ; • /� T#171 JAMB TRIM FASTENED TO COLUMN AT EACH �,, e 18 NAILS W/WEATHERSEAL REV/SED DATE. - CORNER WITH (3) .148"O x 2" s,� 40 1 NAILS TOTAL 4 STAINLESS NAILS. (12 TOTAL NAILS 3-2x6 JAMB PER COLUMN) / % 2x3 JAMB (BEYOND, COLUMN 14 GA. CHANNEL WITH 1/4" PLATED • , SPloe / BOTTOM 2' TREATED) (BEYOND) `�se RIVET TO SUPPORT ANGLE os E5Eor'0� .►""�y pp, UNDISTURBED SOIL SLIDING DOOR HEADER SECTION C ��CHAELL STILT NOTES SCALE: 1° = V-0" �ncc©:zal>�ICK . INTERIOR NOTES: LICENSE CIVIL Go NO. 41121 1• INSTALL PRESSURE TREATED HEADER NAILING SCHEDULE 1.SCHEDULE NUMBERS ARE 20d R.S.NAILS, a . LOWER COLUMN WITH STILT IN REQUIRED PER CONNECTI I]5titiCt on UP 1C.# ' � THE AUGURED HOLE. HEADER UPRIGHT JAMB 2.PRE-DRILL HEADERS AS RE ICED (� AONA.� 2. POUR MINIMUM THICKNESS OF EXTERIOR MEMBER COLUMN TO PREVENT SPLITTING. 0chV0� � 6 , 3.IF NUMBER OF NAILS REQUI /097 a READI-MIX CONCRETE INTO THE NAIL KEY 2x10 8 8 HEADER TO JAMB COLUMN CONNECTION WaynC,Dav's HOLE AS SPECIFIED. 0 0.148"x 4" (20d) NAILS IS EXCESSIVE TO CAUSE SPLITTING, 100 Scarlet Road THE EXCESS NAILS MAY BE INSTALLED pl IM Q 3. BACKFILL AND COMPACT THE 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS IN HEADER SUPPORT BLOCKING. ®utYl, 023 ANNULAR SPACE AROUND THE SCALE. AS NOTED STILT ISOMETRIC COLUMNED GRADE E SITE. SOIL 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= 1'-0" SHEET NO. S 4 of S 6 -- --- - - OFFICE: NORTON, MA JOB NO. ' 122-2004 I T OI`�I/ , 2 2x4 PURLINS @ 24" O.C. NO. SPF O 2x4 TRUSS TIE II 0 '0 . c%) SO 60d R.S. NAIL I NOTE; a u HEADLOK .19"x 6.0" FLATHEAD LAG M SCREW TO BE USED ON TWO ROWS (]•_ 20 go. OF PURLINS FROM SIDEWALL, FIRST m PURLINT O END THREE ROWS O USSEAK, AND AT Z LOWER TRUSS CHORD o � GALVANIZED � PURLIN CONNECTOR Ckf Z o• °o O o = • °o o a- HEADLOK .19"x 6.0" FLATHEAD LAG SCREW QD (1) #9x1"TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. 2x6 BLOCK BETWEEN NAILERS z (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 42 WIDE BUILDING PURLIN LAYOUT NAILED TO COLUMN W/20d00 W SCALE: 1/2" = 1'-0" GUN NAILS, NAILED 6" O.C. 1 1 1 2x4 TRUSS TIE DETAIL Q z %? >:.> LAMINATED COLUMN O II,, z 2x4 PURLIN /2 2x4 NAILERS O Q L 7/16" OSB W HEADLOK .19"x6.0" ° LAMINATED COLUMN ~ ~— LO FLATHEAD LAG SCREW I - W R�Ss OSB SHEARWALL DETAIL Z F_ o OFT 20 GA. SCALE. 1/2" - 1 -0 Z i.__. O O�0R0 GALVANIZED PURL LOWER CHORD OF W U TOP CONNECTOR 7/16 OSB END TRUSS o 0 0 O . . . . . . . . e o ° o STD. 2x4 BUILDING NAILERS Z m (1) #9xl"TRU-GRIP SCREW ON PEAK SIDE AND — — - - — — - - — — - - —•_ - _ —•— (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF 2x6 VERTICAL BLOCKS @ C') PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT COLUMN BETWEEN NAILERS v7 Z BEFORE FASTENING CLIPS W • = - - - - - - ._ - - _ - - r _ - - r _ IO w — — — — — — — — — — — — — — — — — — a_ 2x4 BUTTED PURLIN DETAIL o (PURLIN CONNECTED WITH ( 1 1 0 6" HEADLOK FLATHEAD LAG SCREW) _ _ _ _ — — _ _ _ _ u _ — _ _ PERIMETER OF OSB SHEETS — NAILED w/1-3/4"SHINGLE SCALE: 1 1/2" = Y-0" EXTRA NAILERS ADDED GUN NAILS SPACED 6" O.C. BETWEEN STD. NAILERS (MAX. SPACE TO BE 24") — — — — — — — — — OSB NAILED TO INTERMEDIATE SUPPORTS W/1-3/4''SHINGLE GUN NAILS SPACED 6" O.C. DRAWN 8Y: A.SWANSON —, - - -,- - - -,- - -- DATE: 07/27/07 II, CHECKED 8Y: HEIDFELD I' O I,> DATE: 08/20/07 2x4 PURLIN R I/2° — — — — — — — — — — — — — — LAMINATED COLUMN REVISED DATE: ---- REVISED DATE.' 60d R.S. NAIL REVISED DATE: ---- II REVISED DATE: OF TRUS � __ _Y ..� —'— - - — — - - —•— - -- —•— 5/4x6 NAILER 20 GA ---- . OR GALVANIZED p (IF PROTECTIVE LINER IS INCLUDED) o �""� • P O� �\� PURLIN CONNECTOR TO \� o• °a - - - - - - _ —'- - - - - - - - - �"aF�q • .e o 2x8 TREATED BASEBOARD 0 I�JICHAEL L. i IUICCORMICK 1 #9x1"TR - - - — — — — - - - - - — CIVIL ( ) U GRIP SCREW ON PEAK SIDE AND NO. 41121 (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT LICENSE �� BEFORE FASTENING CLIPS) Construction Super Effective Date 1,IC.. # 067465v 2x4 BUTTED PURLIN DETAIL 07°01/97 Wayne Davis (PURLIN CONNECTED WITH bOD R.S. NAIL ) OSB SHEARWALL ELEVATION SCALE: 1/2" = 1'-0" 100 Scarlet Load r5CALE:AS NOTED �; Plymouth.,MA0236Q SHEET NO. SSof S6 --- -- OFFICE: CUT TRUSS HEEL BACK BY WIDTH OF NORTON, MA BEAM PLUS 1/4" FOR TRUSS HANGER FASTEN 332L TRUSS HANGER TO JOB NO. BEAM WITH (10) 20D R.S. NAILS 122-2004 (PLACE NAILS IN ALL HOLES PROVIDED). . e 3 1/2"x15" GLU-LAM HEADER (1650 fb) 2x12 GIRT (NO. 1 SYP) co �-y M W f1l z V Z TRUSS (C� Z CL 332L TRUSS HANGER FASTEN 332L TRUSS HANGER TO TRUSS WITH z CIS (1) 1/2"x2 1/2" M. BOLD & (14) 1 1/2" R.S. NAILS —I l tt 1 (PLACE NAILS IN ALL HOLES PROVIDED). m L—Lj z TRUSS HANGER ISOMETRIC DETAIL _ (3-1/2"X15" GLU-LAM HEADER WITH 332L TRUSS HANGER) z a s 1 FF2000 HI-RIB STEEL PWD INSULATION - A 5/16" FOIL FACED O � ,;. 2x12 GIRT CONDENSATION RETARDER THAT z COMPRESSES DOWN TO 1/16" 12 Q/ Q THICK AT ALL FASTENERS 41 O U Q _ 2-HEADLOK .19"x 6.0" FLATHEAD LAG SCREWS 6„ 3" W 2x4 PURLIN CUT TO FIT BETWEEN W U OVERHANG FRAMES i L r 6" MESH z p z � o � U . SADDLE BLOCK x 2x12 TRACK GIRT (NO. 1 SYP) ° O ca T#71 TRACK COVER 42' 2090 S.C.TRUSS (z Q 3 1/2"x 15" �►J GLU-LAM BEAM 0 51 M TRACK I 332L TRUSS HANGER W/ �✓7 Z 3x4 TRACK BOARD (1) 1/2"x2 1/2" M. BOLT & LJLJ N (14) 1 1/2" R.S. NAILS Q CUT TREATED LAMINATE 1 1/2"x2" BLOCK 2x3 JAMB 3 1/2"x15" GLU-LAM L OFF AT BEAM SUPPORT T#74 TRACKBOARD TRIM I (HEADER 16 LU-L `n W/WEATHERSEAL ) o 14'-0° T#172 JAMB TRIM 3-2x6 LAMINATED JAMB COLUMN t L r o INSIDE VIEW GRADE TO BOTTOM W/WEATHERSEAL BEYOND W/ AN ADDITIONAL 2x6 _J OF TRACK GIRT TREATED LAMINATE FOR HEADER —J 2x3 JAMB (BEYOND, SUPPORT BOTTOM 2' TREATED) Q SLIDING DOOR HEADER SECTION D SCALE: 1" = 1'-0" DRAWN BY: A.SWANSON DATE 07/27/07 CHECKED BY: HEIDFELD DATE: 08/20/07 REVISED DA TE.• ---- • NAIL 2x12 GIRT TO BEAM REVISED DATE.'WITH 20d GUN NAILS REVISED DATE. -- @ 4" O.C. STAGGERED -- 4" • REVISED DATE: 4 ---- , 1 1/2"x 12" LAGS 4" (14) 20d R.S. NAILS, ICHAEL L. , 2x3 JAMB MCCORMICK ' " CIVIL No. 41121 OUTSIDE VIEW LICENSE s � Construction Super Effective Date Lie.## *NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS 07/01/97 067465 " " 0Scarlet DavisCALE:AS NOTED3 1 /2x15 GLU-LAM JAMB DETAIL 1 Road - 0 Plymouth,MA 02360 SHEET NO. LS60FS6 -