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Home My WebLink About2016 Aug 03 - Sign Off Transmittal Sheet, Plans - Second Story Study and Bathroom -..--_ _: .�.,a�,�� :-.: ��.v-� .o�-'-r�� TOWN OF YARMOUTH � "''�'�' �; ��° HEALTH DEPARTMENT c.,-� �. _ -�� ''��=�``�f� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant.• Building Site Location: I 3 I � ��s �� W. �d �iN1� �{'� ,/j/(� Proposed Improvement: �d�fi u� Se �� b r ,s�� fi ��t ��I � e v� hu+-d ru.� � a�.�.,�� .t +o+�� a D ch ;r.,, , reH. 9� �r � � ��_ �� c�rc�...�, -- /�-c�✓ ��oc,✓ � �-f9- � Applicant: �Q�-�" �f,�� t�t� Tel. No.: Address: ( 3� L�w�s �-,� , l�!< ��ry � ,,��''� Date Filed: 7 ��t �(� **Ifyou would like e-mail notification ofsign off,please provide e-mail address: Owner Name: � �-� 1)� �� r✓0 Owner Address: I 3 ( ��i.S ��• Owner Tel.No.: y t 3- sa� -3�Q y .....................................r.............:.........................................................................................................................:.. .................................:................................................................................................................................................ RESID�NTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks,sheds, windows, roofang; (3.� If necessary, Title 5 application signed by licensed installer with fee. ....................................................................................................................................................................................:.........................................................................................................:......................................................................... REVIEWED BY: DATE: � �/1 � PLEASE NOTE COMMENTS/C NDITIO � n�' �1 �S � �e ��a� � �- �-�� -z-� � �5 � � t�rZ. � � �ac�.� �. ��I � 1 � /��s��,��" �-�w,�� .�,��►-- �rc $1� -- #94 BAKER ROAD MAP 22 PARCEL 329 N /F DAVID AND ELEANOR BERNARD SHED CBDH FN D �777- #96 BAKER ROAD MAP 22 PARCEL 330 N/F GIOVANNI AND ARLENE DANGELO 3 0 :n 9'X12' SHED N BUILT ON EXISTING CONCRETE SLAB #98 BAKER ROAD MAP 22 PARCEL 331 N /F LUCIANO MERCURI M Em #129 LEWIS ROAD MAP 22 PARCEL 343 N /F MAUREEN L. BUCKLEY —a—o-o—,—" N 42'03050" W— 119.64' o LOT 30al T N_ PARCEL 342 20'y 6,098 SF ± APPROXIMATE yl --J LOCATION S.A.S i i� r—T--I--- 10.2 :x's>>s `: Ki - N L-- —J --J BRICK PATIO ........................ } 0 57.8" 60.6' 'n 00 1ST FLOOR ADDITION (UNDER CONSTRUCTION) ;BDH/ S 42'03'50" E FND SHED #133 LEWIS ROAD MAP 22 PARCEL 341 N /F DERMOT AND ANN MARIE WALSH PROPOSED 2ND S1 ADDITION (DASHED LINE) I #131 20.6' 1 STORY (WOOD FRAME Ki I DWELLING N I � 38.4'• � 14' MEN 0 C) w 0 N r_ �I z i PORCH M " CBDH:.: FN D 119.62' SHARED GRAVEL DRIVE Current Zoning Information Zoning Classification: R-25 Zoning Definition: Residential Building Setback Requirements Observed Required PROPOSED Front Yard Setback 20.6 Feet 30 Feet NO CHANGE Side Yard Setback 12.9 Feet 15 Feet NO CHANGE Rear Yard Setback 60.6 Feet 20 Feet 57.8 Feet Bulk Requirements Observed I Required PROPOSED Max. Ground Coverl 12.97. 1 25% 1 NO CHANGE I CERTIFY THAT THE PROPOSED STRUCTURE SHOWN ON THIS PLAN IS LOCATED AS SHOWN AND TO THE BEST OF MY KNOWLEDGE. PROPERTY BOUNDS WERE LOCATED BY GREEN SEAL ENVIRONMENTAL, INC. 4/27/15 AND CERTIFIED BY TIM BENNETT, PLS. ON PLAN ENTITLED "PLOT PLAN 131 LEWIS ROAD WEST YARMOUTH MASS." NOF 0 Ms +JE ) No. 52641 i -7/.�4 /�-Dj (p RECEIVED HEALTH DEPT. 131 LEWIS ROAD WEST YARMOUTH MASS. JEFFREY W. BELLINO SCALE: 1 "=20' DATE: 07/26/2016 1 PLAN REF: PLAN BOOK 15, PAGE 13 DEED REF: 25915-208 0 20 40 60 JOB NO: BLLN-2288-0001 #94 BAKER ROAD MAP 22 PARCEL 329 N/F DAVID AND ELEANOR BERNARD SHED #96 BAKER ROAD MAP 22 PARCEL 330 N/F GIOVANNI AND ARLENE DANGELO 0 0 C! Sn Cn 9'X12' SHED BUILT ON EXISTING CONCRETE SLAB J #98 BAKER ROAD MAP 22 PARCEL 331 N/F LUCIANO MERCURI PLAN REF: PLAN BOOK 15, PAGE 13 DEED REF: 25915-208 JOB NO: BLLN-2288-0001 #129 LEWIS ROAD MAP 22 PARCEL 343 N/F MAUREEN L. BUCKLEY #133 LEWIS ROAD MAP 22 PARCEL 341 N/F DERMOT AND ANN MARIE WALSH Current Zoning Information Zoning Classification: R-25 Zoning Definition: Residential CBDH FND N 42'03'50" W 119.64' 6' STOCKADE FENCE (TYP'') Observed Required PROPOSED / o 30 Feet NO CHANGE Side Yard Setback 12.9 Feet i NO CHANGE Rear Yard Setback 60.6 Feet ( LOT 30 Bulk Requirements Observed I Required I PROPOSED MAP 22 12.9% 1 25% 0 PARCEL 342 1.5' , -- 6,098 SF ± I _ _ J 20.6' •9' _ _ _ _ BRICK PATIO #131 "� 1 STORY w — N WOOD FRAME rM-i o 0 APPROXIMATE ! 6.0' DWELLING N ___---, LOCATION S.A.S ;n 60.6 38.4'• z —`--- 00 PO CH M ... CBDH:.: — a FND CBDH / S 42'03'50" E 119.62' SHARED GRAVEL FND DRIVE SHED o — — — — — — — — #133 LEWIS ROAD MAP 22 PARCEL 341 N/F DERMOT AND ANN MARIE WALSH Current Zoning Information Zoning Classification: R-25 Zoning Definition: Residential Building Setback Requirements Observed Required PROPOSED Front Yard Setback 20.6 Feet 30 Feet NO CHANGE Side Yard Setback 12.9 Feet 15 Feet NO CHANGE Rear Yard Setback 60.6 Feet 20 Feet NO CHANGE Bulk Requirements Observed I Required I PROPOSED Max. Ground Cover 12.9% 1 25% 1 NO CHANGE I CERTIFY THAT THE STRUCTURES SHOWN ON THIS PLAN ARE LOCATED AS SHOWN AND TO THE BEST OF MY KNOWLEDGE COMPLY WITH THE DIMENSIONAL REGULATIONS OF THE ZONING BY—LAWS OF THE TOWN OF YARMOUTH AND ARE LOCATED IN FLOOD ZONE X (AREAS BETWEEN THE LIMITS OF THE 100 YR AND 500 YR FLOOD) AS SHOWN ON F.E.M.A. FLOOD INSURANCE RATE MAP NO. 25001CO588J, REVISED JULY 16, 2014. TIMOTHY R. BENNETT N0.36856 i r - PLOT PLAN 131 LEWIS ROAD WEST YARMOUTH MASS. PREPARED FOR JEFFREY W. BELLINO SCALE: 1"=20' DATE, 04/27/2015 e e, Green Seal Environmental, Inc. QVIIA State Road, Building B Sagamore Beach, MA 02562 Tel: (508) 888-6034 Fax: (508) 888-1506 www.gsecm.com 0 20 40 60 ILI T' EXISTING REAR ELEVATION EXISTING SIDE ELEVATION 1%8 RAKE WNH 1X3 TRIM, PAINTED IE�if►L�lytiP►�i��:►%�rL�]�I CIO C CW V N = C J CD Q � Llj Q 0 A cc O1 ccr4 �QO JCQC � W G r -I PROPOSED REAR ELEVATION 1 8/2/16 1 BUILDING PERMIT I PROPOSED SIDE ELEVATION PROPOSED FRONT ELEVATIONDESIGNER: DRAWNY:JWB OF M4ss7 2 Cj FILE: sewndstory.dwg t SCALE: „ "ErrREY (AT24"X36) x o r)ELUM4 -+ 1 SHEET NUMBER: • w NQ: 52641 y �� 'csr�°�� S ✓ I�,�,' sSL� �^ Al `sb►u� zv :N39WON MHS („9EX:,vz 1V) PMp•NolSPU03 :31H 9Mr:A8 NMVHG 9Mr :N3NE)IS30 I 11W83d 9NIOlIf19 I 9T/Z/9 I NVId 9NIVYVd3 210013 AHOIS GN033S a3SOd021d s1SI0r aooid w .SZ'6XSG' � 31Bn00 slslor aoold lAl .SZ'6X.SL131sn00 —\W / w) dooa x3 S3IONIHS HOW ONV 'NOI1tl1nSNl !Ell -H011d AIL 'O'0.91IV9XZ'09MV Al1VOldU 4008 03HS NOOld laSlj 3oola x3 � 51108 .9x.Z4 H11M 0311OS ONtl 03n1O 'Wtl38 IAI :SZ'6X.SL' l manOO HIM 0M 319no0 WV38 ONIAaatlO 9XZ 3ldlal As 031a0ddns Allnd IIVM'IX3 ,EO'U V ,IVM O3Wtlad'0'o.91 93MJ AIIVOld U NI s1Sod 4XZ Meno0 NVId 9NIWId21d 210013152113/NOIIVGNnoj 9NIISIX3 Wtl38 'NONd ONOO l� IAl HAM 9XZ (dAl) WV391lIS 9X6 �— f1I_,.I.1h! 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WALL 2" SPACE BETWEEN TOP OF SHEATHING AND RIDGE TO VENT - 2X RIDGE BEAM (TYP) SECTION C -C SHED ROOF FRAMING DETAIL a~ I..I� O WINDOW SCHEDULE � Q N O ANDERSON TILT WASH 400 SERIES, OR EQUAL '�^ v / 3r. <5 L 1-- ANDERSEN ROUGHTY TAG Q LITES TYPE MODEL OPENING PMXH') AA 2 3W2H DOUBLE HUNG TW20310 24118"X48718" AB 2 3W2H DOUBLE HUNG -TWIN TW20310 49114"X48718" A 2 3W2H DO UBLE HUNG -TRIPLE TW20310 74318"X48718" OD 2 3W2H DOUBLE HUNG -TRIPLE TW18210 22118'X36718" E 2 3W2H SPECIALTY -HALF CIRCLE CTN28 34118" X 19314" 2X8 ROOF RAFTER (NP) ROOF SHEATHING (TYP) 2X BLOCKING WITH VENT NOTCH) SIMPSON H2A AT ALL RAFTER ENDS (1-115 ALL CORNERS) VENTED SOFFITS TO MATCH EXISTING 2-2z4 TOP PIATE - RIDGE VENT (TYP) SECOND STORY EXT. WALL 2" SPACE BETWEEN TOP OF SHEATHING AND RIDGE TO VENT - 2X RIDGE BEAM (TYP) SECTION C -C SHED ROOF FRAMING DETAIL a~ I..I� O 1 � Q N O J mw r-4 '�^ v / 3r. <5 L 1-- z z o_ 0 0 Q 1 8/2/16 1 BUILDING PERMIT I DESIGNER: JWB DRAWN BY: JWB FILE: Seco"dAory.dwg SCALE: 1/4" =1' IAT 24"X36") SHEET NUMBER A3 V V :N3um 133H5 („9EX„4Z IV) ,S = „b/l :31735 8Mf ABoNMVVO 9Mf :M3N91S3O I IMUN 9NIO if18 I 9I/Z/B SM31A NVId 23S'213&3H IA1-\ 4tl 133HS 339 'a3J.dVH HOtl3 NO'dkL d11O 3NVOIMMnH 9711 VV 133HS 33S '1IV13O M3WMOO/dOOM 319VO 9NIi03SM31NI 33S Wold Is I. 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Double cap plate l ad carom.. 16' o.c. direct Cap plate laps Lod commo 2direct-evil Bibb.. steip, 6" or less I Oil commo 2 each direct bearing Bibb.. strip, 6' or more I Oil common 3 ea to direct berm, not taller to plate Rd eommou 3ine-.ail nnfr.fter e° ridge I6d commo 2me-nail nr direct nail lack ratter to hip l o6dd Mao. In 3 toeroail ort direct -nail Floor joists to studs (No ceiling joists) Iad c..Mo.5 1 Od common air et nr 3 direct Floe, joists to studs (W TIL cafag joists) I ad -ane.. 2 direct ]oorjoiam to sill or girder 3d common 3 toe -nail edge, rip 16d 3 a.h direct Ceilingpurs to plate 16d common 3toe-nail Ceilingjois (laps ova partition) IOd rommov 3direct-nail Ceilingj.nft(p.allel to rafter) IOil commo 3dircet Coll. beam 10d commo 3 direct ridging to joists ad common 2eac1, direct end Diagonal In -(to snsd&plot,) Ed common 2 each direct beari.g Tail beams to head cv (when nailing permiltedl 20d common 1 each end 4 sq. ft. Door arta Bader beams to trimmers 20d --a 1 each and a sq. ft Door area I"roofdecking (r.er 6' i. width) ad common ad e. 2 ea. direct railer 3 each diaaet mftar I' aubfl... Jag (6" or los) Ed common 2 each dtectjoist V sublloorivg (S" or more) Ed cowmou 3 tach drect joist 2"s611-irig I6d eonrmo. 2 each drtctjoist V wall sheathing (a" or less id width) ad common 2 each direct stud t"wallsheaWieg (overs"iv widW) ad commoe 3earh direct stud ]ywood roof& wall sheathing ('S' or ].aI gmaterj %") (Ye") 6d common Ed commo. 16 gauge galvanized woe staples, a/n" wn; length of I"plus plywood thickness Same as immediately, above 6" ..r. direct edges & 12" u mediate 6" o.r. direct edges & 12" o.c. otterarediate 4" o.c. edges & S" o.. mtermedmte c. edges & 5" o.c. intermediate )ywood s.bfl..,ira: (�:") C', W I'4") 6d common or 6d annular or spial W,ead 6" o.c. direct edges & ]0" o.c. intermediate ad commo. or Sd armuUr or spiral Wrwd b"Aired edges & 10^ n.c. intermediate lad common err ad ring shank or 8d 6" o.c. direct edges & 6" r.c. i.term,diate AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o cm.R 5301.2.1.1)' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE BUILDING ELEMENT NAIL SIZE AND TYPE NUMBER AND LOCATION Built-up girders and beams 20d common 32"'e. direct Coati-... header. stud ad comm. 4 me nail C ontimlous header, two pie, 16d cr 16" ..e. dice us" fiber board sM1eaibing I Y:" galvanized roofing Dail or 16 gauge staple, I'/-" long with min. crown of';le 3' o.c. -ten., edge 6" o.c. intermediate a" fiber board idi-biog 1'/." galvanized roofing null or Rd common nail. r 16 gauge staple, IY,' long with mm. 3' o.c. exirior edge 6" o.c. intermediate n of to Gyp-,sLeaWiug 12 gauge 1'/." large head co rrrsl ov "i -or o.c. on edge S' o.c. ivttrmediale Particle board underlay -at (%'-`/.") 6d annular threaded 6" o.c. direct edges 10" o.em intermediate Parbele board roof and wall sheathing or less bd common 6" o.c. direct edges 12" tom haraxedhae a/o" ur greater 3d -n u t 6' o.e. direct edges 12" o.e. intermediate Particle board sublloorivg (%" or greater) Ed common 6' o.c, direct edges 12" o.c. naermcdi- Shingles, ward' No. 14B&SGage,nrro 2ach bearing Weatherboarding ad cortosiou 2each bearing For SI: 1 inch - 25.4 mm, I square foot - 0.0929.` Note a: Shingle nails shall penetrate not less than %" into nailing strips, sheathing or supporting construction except as otherwise provided in 780 CMR 1225.4.4. 780 CIVIR TABLE 120.Q2 DIAXIMTTM SPACING OF GYPSUM WALLBOARD FASTENERS (Far nnnfirn-resistance rated construction assemhliesl Note a. Where the metal framing has a clinching design formed to receive the nails by two edges of metal, the nails shall be not less than % inch longer than the wallboard thickness, and shall have ringed shanks. Where the metal fran ing has a nailing groove formed to receive the nails, the nails shall have barbed shanks Orbe 5d cooler nail (No. 13'/ gage, 1%inches long, -ea inch head) for % inch gypsum wallboard; 6d cooler (No. 13 gage, 17/6 inches long, "-head) head) for %-inch gypslan wallboard. Nate to Two nails at2 inches to T% inches apart may be axed if the puts are spaced 12 inches center -.center except around perimeters. Notec. Screws shall be No. 6 with taperedhead and longenough to penetrate into wood&emiagnot less than '%inch and metal framing not less than V, inch SIMPSON STRONG -TIE H2.5 Enjusr Ex,ex,as HURRICANE CLIP SIMPSON STRONG -TIE MTS30 DESIGN BASIS AND REFERENCES: 1. ALL CONSTRUCTION TO CONFORM TO MASSACHUSETTS BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS. 2. WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS,ANSI/AF&PAWFCM. 3. WFCM DESIGN GUIDES AS APPLICABLE. 4. ASCE-7-02. 5. BEAMCHEK WOOD'97 NDS. 6. ACI318-02. 7. SIMPSON STRONG TIE WOOD STRUCTURAL CONNECTIONS CATALOG. DESIGN BASIS AND REFERENCES 1. LOAD LIVING AREAS: 40 PSF. 2. LIVE LOAD SLEEPING AREAS: 30 PSF. 3. LIVELOAD ATTICS WITH STORAGE: 20 PSF. 4. LIVE LOAD ATTICS WITHOUT STORAGE: IO PSF. S. LIVE LOAD PORCHES AND DECKS: 60 PSF. 6. LIVE LOAD ROOF: 30 PSF 7. STAIRS: 40 PSF B. SNOW LIVE LOAD: 30 PSF 9. BASIC WIND SPEED: 110 MPH (REF I TABLE 5301.2(4) OR NEWEST EDITION. 10. WIND EXPOSURE CATALOG: B DOUBLETOPPIAIE 11. DEAD LOAD: (REF 1 APPENDIX 120.T) :TOPMTE GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL MEASUREMENTS IN ORDER TO PROVIDE FULL BEARING AND FIT -UP PRIOR TO ORDERING MATERIAL 2. ALL FASTENERS SHALL COMPLY W/MSBCTABLE 5602.3(l) AND APPENDIX 120.Q UNLESS OTHERWISE NOTED. 3. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE DOCUMENTATION CONCERNING SUITABILITY OF THE PROPOSED FASTENERS AS A SUBSTITUTE FOR COMMON NAILS. 4. THE CONTRACTOR 15 RESPONSIBLE FOR TEMPORARY SHORING AND SUPPORT OF ALL FLOORS, WALLS, AND ROOFS INCLUDING MEANS AND METHODS OF CONSTRUCTION SAFETY. S. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO CHAPTERS S6, 57, 58 AND APPENDIX 120.0, OF THE BUILDING CODE. 6. ALL WORK TO BE SUPERVISED BY CONSTRUCTION SUPERVISOR OR OWNER. FOUNDATIONS: 1. NOTIFY DIGSAFE PRIOR TO ANY EXCAVATION. 2. THEMINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI (AIR ENTRAINED 5-7%). 3. THE DESIGN OF THE FOOTING ELEMENTS IS BASED ON PRESUMPTIVE SOIL BEARING PRESSURE OF 3,000 PSF, WHICH CORRESPONDS TO UNDISTURBED SAND AND/Oft SAND AND GRAVEL WITH NO CLAY OR ORGANIC MATERIAL 4. ACTUAL SOIL CONDITIONS SHALL BE FIELD VERIFIED BY ENGINEER AND ALL FOUNDATION ELEMENTS SHALL BE PLACED ON UNDISTURBED NATIVE MATERIAL OR 12" COMPACTED GRAVEL DIMENSIONAL LUMBER: 1. ALL INTERIOR (PROTECTED) DIMENSIONAL LUMBER SHALL BE SPRUCE-PINE-FIR(SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS, AND STUDS. LUMBER FOR SILL PLATES, PORCHES, DECKS AND ANY OTHER APPLICATION WHERE EXCESSIVE MOISTURE MAY OCCUR, SHALL REQUIRE PRESSURE TREATED GRADE NO.2 SOUTHERN PINE LUMBER OR BETTER. LUMBER SHALL BE TRUE, SQUARE AND STRAIGHT AND FREE FROM WARPING, SPLITTING AND OTHER DEFECTS. LAMINATED VENEER LUMBER (LVL): 1. LAMINATED LUMBER SHALL BE 2.OE VERSA -LAM BY BOISE CASCADE OR APPROVED EQUAL SHEATING: 1. ALL ROOF, FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATING COMPLYING WITH DOC PSI AND PS 2. 2. 4X8 PANELS TO BE USED TO THE MAXIMUM EXTENT PRACTIABLE. 3. FLOOR SHEATHING(GENERAQ: 3.1. MINIMUM SPAN RATING: 3.2. MINIMUM THICKNESS: J" 3.3. GLUED AND NAILED W/ TONGUE AND GROOVE JOINTS 3.4. FASTENERS: 8D COMMON NAILS @ 3" O.C. ALONG EDGES AND B" O.C. INTERMEDIATE 3.5. USE APA RATED STURD-i-FLOOR OR ADVANTECH 4. ROOF SHEATING (110 MPH) 4.1 MINIMUM SPAN RATING: 32/16 4.2 MINIMUM THICKNESS:g" 4.3 FASTENERS: GENERAL: 8D COMMON WITHIN 4 FT OF GABLE END WALLS: 80 COMMON DEFORMED SPACING: GENERAL: 3" O.C. ALONG SUPPORTED EDGEAND 8" O.C. INTERMEDIATE GABLE ENDWALL5: 4" O.C. S. WALL SHEATHING (GENERAL/130 MPH) MINIMUM THICKNESS: FASTENERS: SD COMMON @ 4" ALONG EDGES AND 10" O.C. INTERMEDIATE FRAMING INSTALLATION: 1. ALL FRAMING SHALL BE ERECTED TRUETO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. 2. ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH TEH PRODUCT MANUFACTURERS' SPECIFICATIONS AND INSTALLATION DETAILS, WITH THE EXCEPTION OF MANUFACTURE -PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD DRILLED IN MEMBERS. IF HOLES ARE REQUIRED NOTIFY THE ENGINEER PRIOR TO WORK. 3. FLOOR SHEATHING SHALL BE GLUED AND NAILED. 4. ALL FRAMING IN CONTACT WITH, OR WITHIN 1" OF MASONRY OR CONCRETE, SHALL HAVE A PRESSURE PRESERVATIVE TREATMENT. ALL HARDWARE SHALL BE CORROSION PROTECTED FROM ANY REACTION TO MATERIALS IN CONTACT AS INDICATED ABOVE. S. PRO VIDE 2X BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FORSAWN LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOTTO EXCEED V. 6. PROVIDE 2X BLOCKING AT ALL RAFTER TAILS. 7. PROVIDE DOUBLE FLOOR JOIST OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. 8. SIZES OF DIMENSIONAL LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS OTHERWISE INDICATED. 9.STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. 10. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INTERIOR WALL FRAMED OPENINGS: 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD. 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING STUD. EXTERIOR WALL FRAMED OPENINGS: 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD PER SCHEDULE BELOW. 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUD PER SCHEDULE BELOW. MAX HEADER SPAN, FT. KING STUD, EACH END 4 1 6 2 10 3 12 4 8/2/16 1 BUILDING PERMIT DESIGNER: JWB DRAWN BY: JWB FILE: secondstnly.dwg SCALE: 1/4" =1' (AT 24"X36') SHEET NUMBER A5 Long diva -16. of Maxima. Maximum spacing Thicknass of Plaaerf rd gypsum [at!.. Sof of f°ate- gyps°rn framing sheets iv relation to framing members dile fL°Ier-to- eeoter Nails to wood wallboard -Neo s direeliou of tricot., (center-lo-eeoter iv inches) (inch) embers 1. inches) Nally Screws '/. Horizontal Either'll-r- l6 J 12 No. 13 gage. 1a/e" I..g, - a" head No. 099 gage, Horizontal Perpendw.lat 24 7 12 1'/ nes" long, Annularringed -- --- 5d cools nail Vertical Mauer direction 24 8 12 H,h ..tal Either direction 16 7 12 No. 13 gage, 1%' long, head N..099 gas,, Horizontal Perpendie°lar 24 7 12lab" long. Mnval ringed % 6d cooler all Vertical Either direction 24 8 I2 Fasleutng required with adhesive application S H.rixrnml RiWadi-tior, 16 16 16 As required for W'nod Perpendicular 24 12 16 gypsum w 11too.d, ace 3'a Vertical Either direction 24 above 2layerr Horizontal Perp,vdicular 24 16 11 Base ply nailed as required each Yn" fur Y:" gypsum wnllh.nrd Vertical Either direetio. 24 24 21 and fact ply placed wiW a dh.w. Note a. Where the metal framing has a clinching design formed to receive the nails by two edges of metal, the nails shall be not less than % inch longer than the wallboard thickness, and shall have ringed shanks. Where the metal fran ing has a nailing groove formed to receive the nails, the nails shall have barbed shanks Orbe 5d cooler nail (No. 13'/ gage, 1%inches long, -ea inch head) for % inch gypsum wallboard; 6d cooler (No. 13 gage, 17/6 inches long, "-head) head) for %-inch gypslan wallboard. Nate to Two nails at2 inches to T% inches apart may be axed if the puts are spaced 12 inches center -.center except around perimeters. Notec. Screws shall be No. 6 with taperedhead and longenough to penetrate into wood&emiagnot less than '%inch and metal framing not less than V, inch SIMPSON STRONG -TIE H2.5 Enjusr Ex,ex,as HURRICANE CLIP SIMPSON STRONG -TIE MTS30 DESIGN BASIS AND REFERENCES: 1. ALL CONSTRUCTION TO CONFORM TO MASSACHUSETTS BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS. 2. WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS,ANSI/AF&PAWFCM. 3. WFCM DESIGN GUIDES AS APPLICABLE. 4. ASCE-7-02. 5. BEAMCHEK WOOD'97 NDS. 6. ACI318-02. 7. SIMPSON STRONG TIE WOOD STRUCTURAL CONNECTIONS CATALOG. DESIGN BASIS AND REFERENCES 1. LOAD LIVING AREAS: 40 PSF. 2. LIVE LOAD SLEEPING AREAS: 30 PSF. 3. LIVELOAD ATTICS WITH STORAGE: 20 PSF. 4. LIVE LOAD ATTICS WITHOUT STORAGE: IO PSF. S. LIVE LOAD PORCHES AND DECKS: 60 PSF. 6. LIVE LOAD ROOF: 30 PSF 7. STAIRS: 40 PSF B. SNOW LIVE LOAD: 30 PSF 9. BASIC WIND SPEED: 110 MPH (REF I TABLE 5301.2(4) OR NEWEST EDITION. 10. WIND EXPOSURE CATALOG: B DOUBLETOPPIAIE 11. DEAD LOAD: (REF 1 APPENDIX 120.T) :TOPMTE GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL MEASUREMENTS IN ORDER TO PROVIDE FULL BEARING AND FIT -UP PRIOR TO ORDERING MATERIAL 2. ALL FASTENERS SHALL COMPLY W/MSBCTABLE 5602.3(l) AND APPENDIX 120.Q UNLESS OTHERWISE NOTED. 3. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE DOCUMENTATION CONCERNING SUITABILITY OF THE PROPOSED FASTENERS AS A SUBSTITUTE FOR COMMON NAILS. 4. THE CONTRACTOR 15 RESPONSIBLE FOR TEMPORARY SHORING AND SUPPORT OF ALL FLOORS, WALLS, AND ROOFS INCLUDING MEANS AND METHODS OF CONSTRUCTION SAFETY. S. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO CHAPTERS S6, 57, 58 AND APPENDIX 120.0, OF THE BUILDING CODE. 6. ALL WORK TO BE SUPERVISED BY CONSTRUCTION SUPERVISOR OR OWNER. FOUNDATIONS: 1. NOTIFY DIGSAFE PRIOR TO ANY EXCAVATION. 2. THEMINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI (AIR ENTRAINED 5-7%). 3. THE DESIGN OF THE FOOTING ELEMENTS IS BASED ON PRESUMPTIVE SOIL BEARING PRESSURE OF 3,000 PSF, WHICH CORRESPONDS TO UNDISTURBED SAND AND/Oft SAND AND GRAVEL WITH NO CLAY OR ORGANIC MATERIAL 4. ACTUAL SOIL CONDITIONS SHALL BE FIELD VERIFIED BY ENGINEER AND ALL FOUNDATION ELEMENTS SHALL BE PLACED ON UNDISTURBED NATIVE MATERIAL OR 12" COMPACTED GRAVEL DIMENSIONAL LUMBER: 1. ALL INTERIOR (PROTECTED) DIMENSIONAL LUMBER SHALL BE SPRUCE-PINE-FIR(SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS, AND STUDS. LUMBER FOR SILL PLATES, PORCHES, DECKS AND ANY OTHER APPLICATION WHERE EXCESSIVE MOISTURE MAY OCCUR, SHALL REQUIRE PRESSURE TREATED GRADE NO.2 SOUTHERN PINE LUMBER OR BETTER. LUMBER SHALL BE TRUE, SQUARE AND STRAIGHT AND FREE FROM WARPING, SPLITTING AND OTHER DEFECTS. LAMINATED VENEER LUMBER (LVL): 1. LAMINATED LUMBER SHALL BE 2.OE VERSA -LAM BY BOISE CASCADE OR APPROVED EQUAL SHEATING: 1. ALL ROOF, FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATING COMPLYING WITH DOC PSI AND PS 2. 2. 4X8 PANELS TO BE USED TO THE MAXIMUM EXTENT PRACTIABLE. 3. FLOOR SHEATHING(GENERAQ: 3.1. MINIMUM SPAN RATING: 3.2. MINIMUM THICKNESS: J" 3.3. GLUED AND NAILED W/ TONGUE AND GROOVE JOINTS 3.4. FASTENERS: 8D COMMON NAILS @ 3" O.C. ALONG EDGES AND B" O.C. INTERMEDIATE 3.5. USE APA RATED STURD-i-FLOOR OR ADVANTECH 4. ROOF SHEATING (110 MPH) 4.1 MINIMUM SPAN RATING: 32/16 4.2 MINIMUM THICKNESS:g" 4.3 FASTENERS: GENERAL: 8D COMMON WITHIN 4 FT OF GABLE END WALLS: 80 COMMON DEFORMED SPACING: GENERAL: 3" O.C. ALONG SUPPORTED EDGEAND 8" O.C. INTERMEDIATE GABLE ENDWALL5: 4" O.C. S. WALL SHEATHING (GENERAL/130 MPH) MINIMUM THICKNESS: FASTENERS: SD COMMON @ 4" ALONG EDGES AND 10" O.C. INTERMEDIATE FRAMING INSTALLATION: 1. ALL FRAMING SHALL BE ERECTED TRUETO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. 2. ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH TEH PRODUCT MANUFACTURERS' SPECIFICATIONS AND INSTALLATION DETAILS, WITH THE EXCEPTION OF MANUFACTURE -PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD DRILLED IN MEMBERS. IF HOLES ARE REQUIRED NOTIFY THE ENGINEER PRIOR TO WORK. 3. FLOOR SHEATHING SHALL BE GLUED AND NAILED. 4. ALL FRAMING IN CONTACT WITH, OR WITHIN 1" OF MASONRY OR CONCRETE, SHALL HAVE A PRESSURE PRESERVATIVE TREATMENT. ALL HARDWARE SHALL BE CORROSION PROTECTED FROM ANY REACTION TO MATERIALS IN CONTACT AS INDICATED ABOVE. S. PRO VIDE 2X BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FORSAWN LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOTTO EXCEED V. 6. PROVIDE 2X BLOCKING AT ALL RAFTER TAILS. 7. PROVIDE DOUBLE FLOOR JOIST OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. 8. SIZES OF DIMENSIONAL LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS OTHERWISE INDICATED. 9.STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. 10. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INTERIOR WALL FRAMED OPENINGS: 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD. 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING STUD. EXTERIOR WALL FRAMED OPENINGS: 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD PER SCHEDULE BELOW. 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUD PER SCHEDULE BELOW. MAX HEADER SPAN, FT. KING STUD, EACH END 4 1 6 2 10 3 12 4 8/2/16 1 BUILDING PERMIT DESIGNER: JWB DRAWN BY: JWB FILE: secondstnly.dwg SCALE: 1/4" =1' (AT 24"X36') SHEET NUMBER A5