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0068 LOCUST LANE
• y ,� , P '. yn • 0A or s z.' . r _ a • • , ,, , 9 i,, 0 iv.4.,,9' „. , f, . . • ..• .. . . • .... ,. . . . , . . o ,. o O. o aEl 0 • 0. • • • 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map '5(c Parcel t vZ Application #_O 1 ttoe.n �S Health Division Date Issued/P-9— 4 P Conservation Division 0, Application Fee 50 Planning Dept. Permit Fee g? I. e5- - Gi9 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address (D 1,0 co l Li tm Village taS l�r L Owner TTi51- L-`/Ht'-i D RF lt/ Address D74, OLD 0hI L (.4 Telephone PT -q Lf - 7774 BPermitit Request Tpr/ i_R ?L CJ S pimp ( mO ) 2' O c i' 201 4 P R h1.) (4 13 Y `--t-'j~rs C, EZo L6 14 E.,c,k 1. t"►c- Ltt R2 t)ov ATto 4 > 2 P P1-ki S La 1`1 oF5rAi t)iel�-+mayfN �1 fi . Square feet: 1st floor: existing IOl gS roposed 1170+2nd floor: existing(�l{0 proposed 04 0 Total new 1 cif 0 • Zoning District R F .i. Flood Plain Groundwater Overlay Project Valuation 360 DCX! Construction Type WOOD Lot Size Q i 1 I SCR. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family AK Two Family ❑ Multi-Family (# units) Age of Existing Structure 7 '? y R5 Historic House: ❑Yes VeNo On Old King's Highway: 4Kes 0 No Basement Type: GKII drawl ❑Walkout 0 Other ci 1 = a Basement Finished Area (sq.ft.) Basement Unfinished Area ( 1 sqf) �( Number of Baths: Full: existing o� new .'a Half: existing t I new Asl Number of Bedrooms: existing 4 new rd3 Total Room Count (not including baths): existing W new P7 First Floor Room Courif "'I Heat Type and Fuel: Vas ❑ Oil ❑ Electric ❑ Other k ca " _ Central Air: L (es ❑ No Fireplaces: Existing_.3, New Existing wood/coal stove: ❑Yes WNo Detached garage: xisting ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes lo If yes, site plan review# Current Use Ri.502+111A L. 10 I O Proposed Use 1�f.5 ( t kr I A-L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 6oc -a4(- 11h2 Name /7f,:I'i,R. A, 11 RCHIL(i/ Telephone Number 5® -- (o 6 a- $°-/5(, Address 14.a OLD R I It j Rooky, License # C 5 - ®'']gyp 1441— READ .-c- t 11 02103 I Home Improvement Contractor# I V5F5109 Worker's Compensation # WC, a-315-33 i 5-69 - ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO O�3 SITEU rjl ``T-F i t t-j tA- v Am I'r I l O lJ n�SIGNATURE . JC)V�a . I(X-CL___. DATE j D 6p /Lt FOR OFFICIAL USE ONLY APPLICATION# • DATE ISSUED MAP/I3ARCEL NO. ADDRESS VILLAGE • OWNER - • DATE OF INSPECTION: t FQUNDATLQN >-ire VI-'1 • INSULATION FIREPLACE ,_ ELECTRICAL: ,ROUGH_ _ FINAL . . . - • - V PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL t ' FINAL BUILDING". r + DATE CLOSED OUT a ASSOCIATION PLAN NO. - 4. �' BARNSTABLE A `, HARBOR . SETBACKS RF-1 ZONE :%--=_=—__;,��. BUILDING SETBACKS (MIN.) �� `-__\ FRONT YARD 30' aLP , SIDE&REAR YARD 15' S" 4- / i1 4 LOCUS UP 244/6N E OHE ONE PR N RD OH LOCUST LANE (PUBUC - 20' WIDE) w E a s a- --a a s r,p. -- 1 It B.M. S3• 7'10'W ` 0• S (RED WING LN Q Doti -::5) IOCUSooMAP LAN CAPE 0D / MAP 319 h = LOT 125 BENCHMARK 4.7 0 • '- `"• ,.,. CD Z BEVERLY�TURNER GENERAL NOTES cgs ? . DG. SET8ACK5 - "A z MAG NAIL METER (TYP) -1 0 'U' LOCUST LANE 1. RECORD OWNER a4, I #68 I a ELEVATION = 101.38' DREW&LYNNE OROSSMITN 60: to 276 OLD JAIL LANE to IF.F.=104.12 r� o BARNSTABLE, MA 02630 eII 9.81 , E DEED BK. 20601 PG. 8 ro 0-ELECTRIC I ® 0 PLAN BK. 21 PLAN 91 I N METEIRRRRRR 50 2. PROPERTY IS SHOWN AS LOT 319126 ON ASSESSOR'S MAP 319 AND DECK (0 APPEARS TO LIE WITHIN THE RF-1 DISTRICT PER THE BARNSTABLE m —4 9' I GIS RECORDS. 0 Gr .-:1 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND ■. U SHOWER = SURVEY CONDUCTED 08/14/2014, UNES OF OCCUPATION AND FOUND MAP 319 IJ ,. '.' MONUMENTATiON. II LOT 127 HVAC I B I.di• 4. ORIGIN OF ELEVATIONS IS ASSUMED. N/F immis5. PARCEL DOES NOT UE WITHIN A FLOOD ZONE PER LUPFER & EUZABETH KNOX V I •"' FIRM MAP 250001 C0558 J, LAST REVISED 7/16/2014, AS ro L_ _1 • SHED SHOWN ON THE FEMA WEBSHE. 0 SHED = 6.EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM (;)r°� AN ON THE GROUND SURVEY CONDUCTED 8/14/2014 AND PLANS ON RECORD. -- 'Th10LIr, ,',ti^., -- 7. LOT SERVICED BY SEM BASED UPON BARNSTABLE BOARD OFRECORDS 1HE HEALTH AND FROM ELD OBSERVATIONS N3615 00"E 50.00' Alig' Existing Grade Inc. . - Surveyors&Civil Engineers SCALE: 1 PROJECT"=20' CUENTPEER KIRCHNER CERTIFIED PLOT PLAN 556 PO Box 612 . . 'd Dennisport,MA 02639 0 10' 20' 68TLOCUST LANE FOR wre 08/27/14 508-694-6501 Ph/Fax 68 LOCUST STREET SHEET NO. r # DATE REVISIONS BARNSTABLE, MA 02630 BARNSTABLE, MA 02630 1 OF 1 •Demilec approved applicators CAPE COD D Jiii I •Construction Supervisor Speciality INSULATION License •OHSA 10 Certi red ���� f E '�� ����1 DATE ESTIMATE NO. •Lead Paint Certified a rzti BA GLASS MAIMS 9/26/2014 12258 eAGL GUTTERS INSULATION SPAMF AM suso solos 1-800-696-6611 BPI Certified 18 Reardon Circle South Yarmouth,MA 02664 Home Improvement Contractor Registration#153567 SUBMITTED TO www.capecodinsulation.com Kirchner Building and Remodeling 4 o O� `_"-' cC(PQ@" JOB LOCATION 68 Locust plans-Barnstable JOB SPECIFICATIONS ^�-. � CONTRACT PRICE Laundry/lav/hall/Ustairs addition only: Roof line with 6",R-40 nominal fill Heatlok closed cell spray foam: Exterior walls with 3",R-20 nominal fill Heatlok closed cell spray foam: Stairwell with 3",R-20 nominal fill Heatlok closed cell spray foam: Basement ceiling/crawl space with 10",R-30 kraft faced: Five inch k-style seamless aluminum gutters with 2x3 downspouts installed on house. CCI is not responsible for water leaking behind gutters if shingles do not overlap dripedge by 3/4 of an inch. John Cassidy- johncassidy@capecodinsulation.com Proposal is good for 60 days unless otherwise noted. Work will be performed in a professional workmanlike manner. Jobsites are to be kept clean and free of any work hazards. Any alteration or deviation front the above specifications involving extra costs will be executed upon written or vefial orders,and will become an extra charge over and above the estimate, All agreements contingent upon strikes,accidents or delays beyond our control. Our workers are fully covered by workmens compensation insurance and we will furnish you a copy upon your request and your signing of this proposal. Owner to carry to carry any other necessary insurances. One third of payment is due upon acceptance of this proposal with the remaining balance due upon completion. All invoices unpaid after 30 days will be subject to a 1 1/2%monthly interest charge. Thank you for the opportunity to bid on your project. Acceptance Signature • - A FCC.Guide to Wood Com-trz ctio(V rr"t"in High Wind/peas:110:mph Wind Zorie• . Wfassachuse CheckTh t for Compliance(780 CMR530t2 l.l)` - - - - . - - • �Ch 1.1 .SCOPE . . • Compliance. Wind Speed(3--sec.gust)-•---____._ __.__.__ .__--._--_•_-__...._- ------___ 110 mph • V - Wind_lxp❑sure Category_.__..---------____,__ + ._.--•------___- .._ B •• Wind Exposure Category Engineering Required For Entire Project C • . 12 APPLICABgllY - • .• Number of Stories(a roof which exceeds 8 In 12 slope shall be•considered a story) - stories 5.2 stories 1`/--• .. Roof Pita i - --------_-•---- .(Fig 2) <12:12 Mean Roof Height'-___----.-__--•-------•-------___ __ ._(Fig 2)-._.____--_.___-._......:....__-_--_...IT ft <-33' Building Width,W_________...... _•.__._.--.—__ -(Fig 3)__......---.__.__••----•----__--. ft 5_8.0' Building Length,L - -_ - _..- -=:-----(Fg 3)----........----•----------.....--..38-ft 5 B0` _ Building Aspect Ratio —� g+ P (lam ---- -- - -- _- - (Fig 4)-- --- - - --f.o S_<3:1 Nominal Height of Tallest Opening' ._______.....__._..-_-(Fig 4)_•---------__-. .G,g <6 e` — v- . • - 13 FRAMING CONNECTIONS • _ - . General compliance with framing oc-nnecfions__.._.__.__—.(Table 2)__.__.-_.....____........--____:_.___ .__ ✓ • 2.1 FOUNDATION ' . Foundafion Walls meeting requirements of 780 CR M 5404.1 . Cone . . Concrete Masonry - _- - -- --- - - - - --- - _-� -� 22 ANCHORAGE TO FOUNDATION1'' • • . 5/3*Anchor Boitsdmbedded or 5/B`Proprietary Mechanical-An- echanical-A cchors as an'alternative in concrete only • - • - Bolt Spacing-general •-(Table 4) . 30 in. : r�- Bolt Spacing from end/joint of plate _—:__--__-_--(Fig.5)-----:---------_..........-...... in._5-5'-12 Bolt Embedment-concrete____________.(Fig 5)..__-•-----_ _ ----• 8 in.>7" - - Bolt Embedment-masonry__.............. •••- __-_ -(Fg 5) _.7--•I__— • in--'15' N K - Plate Washer------ - _ _— (Fig 5).____________________'--3-x 3'x Y." � - 3.1 FLOORS • . Floor-framing member spans checked-_____..__.______.____.(per 780 CMR Chapter 55)_.....______....._-_- >d Mamum Floor Opening'Dim ension_.__ __-•___--•(Fig 6)______--_-•_-•---__ - .. j ft<_12' - ✓ - Ful1 Height Wall Studs at Floor Dpenings less than 2'from Exterior Wall(Fig 6) - Mxirnum-Floor Joist Setbacks • Supporting Loadbearing Wafts or Shearwail___-._.____(Fig 7) - - ------.- --------,-____-- - fit s d -r J i Maximum Cantilevered Floor Joists . • • -` ' Supporting Loadbearing Walls or Shear wall_..._.__..__(Fig B).__-_—____-_--__.......___-__._:-.- - ft s d AIM - • FloorBracing at Endwalls___.................•---------......____(Fig 9) • _ _-- -- - Floor Sheathing Type '•- _-_-.---...-----.---__--•-_-__---(per 78,0 CMR-Chapter 55)_AD✓f I K---. Floor Sheathing ThidmFss L._____.___.__.___._.._.___-__-:__-(pr78D GMR-Chapter 55):......___•______.3A-/in- C/ - Floor Sheathing Fastening_-•__-_ -------- .(Table 2)- a d nails at (A in edge f/Z in field • 1./ 4.1 WALLS- • - Wafi Haight - Lnadbearing walls. '__- • - (Flg 10 and Table 5)__....-_-,-__.__.• ft s 10` ir - Non-Loadbearing u.alis_. :.___________--___.(Fig 10 and Table 5)_ . Wall d Spacing __._-._____.........L__.______.._.____(Fig 10 and Table 5)____.__.___-__J6i in,s 24'o.c. . ' . • Wall Story Offsets-- .-___ . _.___--.(Figs 7 i&8)-_-------- ___--- � _ft c d A/A 42 EXTERIOR WALLS'• " Wood Studs - • Loadbearing alas_--.------ --..._..___._ (Table 5j__.___:__--__-----.....-.2x__ -±ft ' in. • Non-Laadbearing-waits.-._...........___..............._..•-_-.(Table 5)____._-_- 2x K - / it in. ,✓ . Gable End Wall Bracing 1 . • : - - . Full Height El-dwell Studs -----------•-----_(Fig 1 D) •_____.__------ ---- • . WSP-Attic Floor Lpnngth_--_---_�.- _-- -(Fig 11)_._ __.--__--_--_.__....._.__ ft W/3 •^//el • -. -Gypsum Ceiling Length(if WSP not used)._.._. .(Fig 11)••------.-.-.----.:-_____.-_ ft?0_9W - - • and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c.-(Fig 11). • or 1 x 3 ceiling furring strips @ 16"spacing min.wilt 2 x 4 blocking @ 4 f_spacing in end joist or truss bays ✓- ' Dotrble Top Plate - ' • - •Splice 1 w-)gth _._____.-._=_-..__--__.___•.__.__•__(Fig 13 and Table 6)_.. .----4--------.--------. ft - Splice Connection(no.of l6d common nails) (Table 6)_______....._.__-........�_----__..... AFWWC Guide to Wood Construction ill High Find Areas: £10 mph Wind Zone Massachusetts Checklist for Compliance(mo Ci R53oi.Lr_r)l ' • Laadbearing Wall Connections • ` ,_ - Lateral(no.of 16d common nails)____..........______-_____(Tables 7)__.____-_____.._--_-_-.:-------_-_-___._. .2. ✓' • Non-Laadbearing Wall Connections - - - Loral(no_of 16d common nails)__.__-________._._--_.(Table B)__-._.__- ____._____--_..---_- Load Bearing Wall-Openings(record largest opening but check all openings far compliance to Table 9) . Header Spy ___.._......_______________._..._.-.(fable 9)____-______.------- 3• ft :3 in.511' ✓ - Sill Plate Spans• _ (Table 9)_.____--:___..--....____-7 ft 3 in.__11' . 1..--:"". Full Height Studs (no.of studs)___._._......_-_____.__W__ (Table 9).._.....__:_._._______._._________.:_.__ 2.. t../ • Nan-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) • Header Spans __..._.-_._.___.__...(Table 9)____________.__._-. 3 ft 3 in_<_12' Sill Plate Spans.__.__.____________.___......_____-____(Table 9)_ ____---__-_-_.,. 3 ft 3 in.. 12" L. Full Height Studs(no.of sthds).•.__-_-._....._--_____-____(Table 9)___.-___-_-_._____-.....__-_.-_-________. Z_ ......--- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousfy4 _ - . . Minimum Building Dimension,W - - / • Nominal Height of Tallest Opening` ✓ Sheathing Type_._________-- (note 4)_ . _ __.___. 1/2"X 1& _JZ - -Edge Nail Spacing_- . - _ (Table 1 D or note 4 if less)_- ._6_in. -i- Feld Flail Spacing._......_____....._:_.--_..__.(Table 1D)..____�.-____________-__-_.flin. ✓' • Shear Connection(no.of 16d common nails)(Table 1 D)- __.________....__-... ......._____._-3/ Percent Full-Height Sheathing.____--• _ - (Table 10) ,__ _.....-........___-_---_-.?3% • tom' 5%Additional Sheathing for Wall with Opening>titer(Design Concepts).___.....___ - -,bq • Maximum Building Dimension, L • _ • Nominal Height of Tallest OpeningZ---_. - _..6'B` ✓ - Sheathing Tyree_--_-----.... --.....---...____(note 4)________.....________________-Vz''X 1 D i ✓ - Edge Nail Spacing -___-_-__{Table 11 or note 4 if les )-_-___ (,, i• . t/ Field Nail Spacing..___..._________.............(Table 11):-______. t/ • Shear Connection(no. of 16d common nails)(Table 11) _. ________-___._.__.:__.�/ �. ✓ _ Percent Full-Height Sheathing___________(Table 11) _____-_.___ 3 % 5%Additional Sheathing for Wall with Opening>6B'(Design Concepts).....-.-___--._- L- Wall Cladding _ ✓ ' . 5.1 ROOFS. - • - / • Roof framing member spans checked?._.___•---•---___(Far Rafters use AWC Span Tool,see B.BRS Websiffa) •✓ Roof Overhang -- _.-___- .(Figure 19) ti N ff_c.smaller of 2'or 113 i/ - Truss or Rafter Connections at L oadbearing Walls - ' •Proprietary Connectors . - • UPS-• ..... Table 12)_-------._.-....._---------••-----U=)7Dpif ✓ . Lateral __- ____.__._.(Table 12)._-_______.____._......._.___—_L=/76 Ptf ---- - Shear_-•---__---__._- __(Table 12) _____.-----...---_-__-.S- 9 7 plf_ __t. - Ridge Strap Connections,if collar ties not used per page 21._. (Table 13).........._-_.__ ----------T= 7/ 6 PI! ✓ Gable Rake Outfooker • ' -____-_(Figure 20) ft_c smaller of 2'or L IZ ' Nf fi Truss or Rafter Connections at Non-Loadbearing Walls - - _ - Proprietary Connectors • ,'n Uplift____________ • ____.(Table 14) -•_---_--__ _____t. lb. N/ri Lateral(no_of 16d common nails)_.(Table 14) _L.= . ib. - N/A 1 _ Roof Sheathing Type-_________:.......-____________._(per TBD PAR Chapters 56 and 59) •:, ✓ - Roaf Sheathing Thickness__-- _-- --:__--�_.___:----_-.�--__-----_`S�g in.L.7116'WSP • ' .�� - Roof Sheathing Fastening. . (Table 2) . _ — otPS: - r • f, : This checklist shall be met in is entirety,excluding the specific exception noted in 2, to comply with the nequirements of 780 CMR-53012.1.1 Item 1. If the checklist is met in its entirety then the fallowing metal sir rips and hold downs are not - required per the WFCM 110 mph Guide: - - a. Steel Straps per Figure 5 - - b. 2D Gage Straps per Figure 11 : - - - . c Uplift Straps per Figure 14 - - - • • d_ All Straps per Figure 17 - - ' • • e_ fd-Downs-pes-Ftgtee 1-Baev,d-Figure-3Bb - . . - Exception:Opening heights of up to B ft shall be permitted when 5%is added to the percent full-height sheathing - - - •nequitenienfs shown in Tables ID and 11. - - - - The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated##2--giade. BARNSTABLE, \\ ,, ,�' Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, L r)nt.v. G-C6,91\14-b as Owner of the propertY hereby authorize L. I K i�C R n) F_ to act on my behalf, in all matters relative to work authorized by this building permit application for: '-.6. 68 LOCUST LA,/,) e to kC, -r1 )Lr (Address of Job) d, ,I. JôJiI gnature of er Dat Inne-1. 1-cr- p(A - --.0A) Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. T:\KEVIN D\Building Changes\DRESS PERM1T\EXPRESS.doc Revised 061313 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 ' Dry[ 1 span I No cantilevers 10/12 slope Wednesday,August 13,2014 BC CALC®Design Report-US . Build 2627 File Name: P Brown_Drew Job Name: Mr.and Mrs.James Drew Description: MASTER BEDROOM Address: 68 Locust Lane Specifier: J Madera City, State,Zip: Barnstable, MA Designer: Customer: Peter Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: ! ! ! I I 1 1 1 1 1 ! 1 I I ! ! j ! 1 11 ! „i, i I i i ! ! 1 ! ; ! 1 ! I i 1 ! I ! ) BO 16-10-00 ) B1 Total Horizontal Product Length=16-10-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,703/0 1,078/0 B1, 3-1/2" 3,703/0 1,078/0 ' Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 16-10-00 40 10 11-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 19,040 ft-lbs 59.7% 100% 1 08-05-00 be verified by anyone who would rely on End Shear 4,053 lbs 34.2% 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. U313(0.627") 76.6% n/a 1 08-05-00 particular application.Output here based ° on building code-accepted design Live Load Defl. U404(0.486") 89% n/a 2 08-05-00 properties and analysis methods. Max Defl. 0.627" 62.7% n/a 1 08-05-00 Installation of BOISE engineered wood Span/Depth 16.5 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports ' Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 5-1/4" 4,781 lbs n/a 34.7% Unspecified CALL®,BC FRAMER®,AJSITM, B1 Post 3 1/2"x 5-1/4" 4,781 lbs n/a 34.7% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, D®are Design meets Code minimum (U240)Total load deflection criteria. VERSA-STRAND®,CVascade Wood trademarks of Boise Cascade Wood Design.meets Code minimum (U360) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations,assume Member is Fully Braced. `'- Design used on Dry Service Condition. ., G\S�GREO ARcN/r' Deflections less than 1/8"were ignored in the results. ,••;'. ��R G BRo Fc'' Fastener Manufacturer: TrussLok(tm) a`� ` • 8 No. 1828 ; EAST DENNIS, ru % MASS. - �Jy, Fq4TH OF MtsSt" . e Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 Dry I 1 span I No cantilevers 10/12 slope Wednesday,August 13,2014 BC CALC®Design Report-US Build 2627 File Name: P Brown_Drew Job Name: Mr.and Mrs.James Drew Description: MASTER BEDROOM: Address: 68 Locust Lane Specifier: J Madera City, State,Zip: Barnstable, MA Designer: Customer: Peter Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram • T• • • • • —a.— e a minimum=2" c=7-7/8" b minimum=4" d=24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSLOO5 .c.s. tEDARcy�r •. G•8%F . • , 2 No. 1828 F EAST DENNIS, t a MASS. y,���cT Page 2 of 2 a Boise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 ' Dry I 1 span I No cantilevers 10/12 slope Wednesday,August 13,2014 BC CALC®Design Report-US Build 2627 File Name: P Brown_Drew Job Name: Mr. and Mrs.James Drew Description: KITCHEN/LIVING Address: 68 Locust Lane Specifier: J Madera City, State,Zip: Barnstable, MA Designer: Customer: Peter Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I , ! I ! I i I I 1 i 1 1 ; 1 1 1 i 1131 I I 1 I 1 I II I ; II I i 1 I I „ H, I l I l i l ! i ! I I I I i 1 I 1 i lz1, j I I ; I ! i i 1 : 1 i 1 i 1 T 1 1 I ! . I 1 , T I I i 1 1 I I I I I 1 i ,'. 11i 11 I ! i I i i 1 1 I ! 1 1 1 ! ; 1 1 J , . f. 5 ; i, . .. ,: , , . 14-06-00 y BO B1 Total Horizontal Product Length=14-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 5,510/0 2,728/0 2,393/0 B1, 3-1/2" 5,510/0 2,728/0 2,392/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 14-06-00 40 10 11-00-00 2 Unf.Area (Ib/ft^2) L 00-00-00 14-06-00 40 10 08-00-00 3 Unf.Area(Ib/ft^2) L 00-00-00 14-06-00 15 30 11-00-00 Disclosure Controls Summary Value %Allowable Duration . Case Location Completeness and accuracy of input must Pos. Moment 28,005 ft-lbs 64.3% 100% 1 07-03-00 be verified by anyone who would rely on End Shear 6,581 lbs 47.1% 100% 1 01-05-08 output as evidence of suitability for Total Load Defl. U387(0.435") 61.9% n/a 3 07-03-00 particular application.Output here based Live Load Defl. U566 0.298" 63.6% n/a 6 07-03-00 on building ncode-accepted lyimdesign ( ) properties and analysis methods. Max Defl. 0.435" 43.5% n/a 3 07-03-00 Installation of BOISE engineered wood Span/Depth 12 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC B0 Post 3-1/2"x 5-1/4" 8,655 lbs n/a 62.8% Unspecified CALC®,BC FRAMER®,AJSTM, B1 Post 3-1/2"x 5-1/4" 8,655 lbs n/a 62.8% Unspecified ALLJOIST®,BC ,BOARDTm BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum U240 Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®eWood g ( ) trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) - � ,�.vapE.O Akcy`r F` Fz G 5R O F� S Q z r r o No. 1828 I EAST DENNIS, �, oy MASS. /���/ �41 _•F M►` SP Page 1 of 2 .1 ®Boise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP FlOt r Beam FB01 Dry I 1 span I No cantilevers 10/12 slope Wednesday,August 13,2014 BC CALC®Design Report-US Build 2627 File Name: P Brown_Drew Job Name: Mr.and Mrs.James Drew Description: KITCHEN/LIVING Address: 68 Locust Lane Specifier: J Madera City, State,Zip: Barnstable, MA Designer: Customer: Peter Brown Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram a • • k • • • • • ► e a minimum=2" c=5" b minimum=4" d= 12" e minimum= 1" Calculated Side Load=950.0 lb/ft All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSLOO5 r \S�ERED ARCy�� , o No. 1828 z EAST DENNIS, ai Soy MASS. 55! r oFM0 1 Page 2 of 2 .A,ssesso,'s map and lot number .i7 Jad �' 'p ""�-. �QyO� O `!O /a Sewage Permit number y ( /,(/ �� ) w/►THE tp�"" House number �° 5 �� =I BASa9TADLE, tlABEI ,e4 i63 q. \00�' . Wa TOWN OF , t•� ARNSTA It LE � NJ � dDO � y HISPECTOR APPLICATION FOR PERMIT TO * Fte0.464.� t �Z • TYPE OF CONSTRUCTION y 1J - Limp ter • z Amt. 19 - :. . TO THE INSPECTOR OF BUILDINGS: The undersigned, hereby applies fort a permit according to the following information: Location 68 Loc i— Lis i aNvya ix*.�..... Proposed Use J- FAt"o1L-1 f`Lj?004 C - Zoning District (QE Fire District . . . Name of Owner PA 1(Z- n RIL% - G1-AS)fi).M..Address ...1.0.i ( �v '-o7t 3dyc..)f. '+A (VMS Name of Builder I YAK Utz\ 1 , l L311-*6)L-- Address 1-9' trY\A1- 1612"Qu vi ?oft Name of Architect Address -�- ZIlly Foundation 3� 8'�GrnU 'fr as' PougeD Number of Rooms ... Exterior • Roofing Qmo1- - Floors ..... . Interior Z J k: Heating �.S Plumbing 6 fez)) }�oT tO E� fl41 T I 14trz,,,t�, ►�" ��Z,.. Fireplace BRtcK., Approximate Cost y'1 80) QoQ dC.) ' Definitive Plan Approved by Planning Board 19 Area Diagram of Lot and Building with Dimensions • Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH • • • - k OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the n of Barnstable,regarding the above construction. • Name TVAzr UM . ?I'M-0(Z,00IL Construction Supervisor's License 00 6 0 Ced1.3 • d GROSSMITH, FREDRICK . __ a r Nc 30641 Permit for RENOVATE Single Family Dwelling __,_ Location 68 Locust Lane Barnstable ' Owner Frederick Grossmith ' _ Type of Construction Frame . f Plot Lot Permit Granted April 17 , '. 19 87 ' Date of Inspection�!- 7 U 7 19 "' Date Completed /42 19 J '4 ..� ..` ft.; • 'mow... .• • - ... _., .„ • . . . 1113 . . , . _ _. ... 141 tO - • - - .---- 4-1: . , .. • / - - ... . • • 1 /Li'Or ---Is. .* I .7 .... .._ - . • , •.1\1 .k....1 I . ; , 1 - i-- • - • . -- i 1 .., ..... . . \.;% 11 'N' '. ...--:••--.--- •.; 1 J-6!6"•s6 1 '.1 1 ' - ----•:b E.."-C1S7 i 1 '.. • r ! reach-Y\i. . I _ I. i . - •-*. • / • • 4-6-1-0 /0' . .. .,-, . i •./) ...;.. . . . - . 1 . .--";-..-;; Yi . /..• . . 1 .. . '..:61:O.c.-2•ExTe4))01,1 , : 1,---,1--7-. • ...___ Y A • .___. ...._. _ . • f 1.Z . . 1,‘ NT.0°f- ••• .... . , • 1•••'. •••''. '.. .'••'-j' • • ' ::•••:-•__'''.';175..--.•.':•' •.. i .nr:1.1 AT'.---•1„ A N E- 4 -ts---(F._ BARNSTABLE 4 HARBOR Ni SETBACKS RF-1 ZONE a ce IP" BUILDING SETBACKS (MIN.) �, S FRONT YARD 30' SIDE & REAR YARD 15' mom `� 2v : t, - -LOCUS o 0 UP 244/6 COMM v N FRCF Ro i _ LOCUST LANE (PUBLIC — 20' WIDE) w E B.M.. I,' / /•-- S36.37'10"W 56 010 ---.1 1 LOCUS MAP �tV 1"=1000' MAP 319 l LOT 125 BENCHMARK 4.7' — — I y S `RED WING LN N/F Z BEVERLY TURNER GENERAL NOTES MAG NAIL BLDG. SETBACKS r- W LOCUST LANE (TYP) 1. RECORD OWNER DREW & LYNNE GROSSMITH ELEVATION = 101.38' #60 #68 - Cn} 276 OLD JAIL LANE A 0I BARNSTABLE, MA 02630 w 9.8' _ g DEED BK. 20601 PG. 8 1„-, N PLAN BK. 21 PLAN 91 N vi 5oo 2. PROPERTY IS SHOWN AS LOT 319126 ON ASSESSOR'S MAP 319 AND m 9.8' APPEARS TO LIE WITHIN THE RF-1 DISTRICT PER THE BARNSTABLE GIS RECORDS. F 4'9' 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND p 1 SURVEY CONDUCTED 08/14/2014, UNES OF OCCUPATION AND FOUND MAP 319 IvMONUMENTATION. LOT 127 NEW 4. ORIGIN OF ELEVATIONS IS ASSUMED. LUPFER & ELIZABETH KNOX �,, FOLNDATION ,f`.?� 5. PARCEL DOES NOT UE WITHIN A FLOOD ZONE PER FIRM MAP 250001 C0558 J, LAST REVISED 7/16/2014, AS ca 1 SHOWN ON THE FEMA WEBSITE. SHED ; SHED 6. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY UNE. '-zz-zza I CERTIFY THAT THIS PLAN DEPICTS FOUNDATION.ASBUILT ' gf CO ITIONS S THEY EXIST AS OF 12/2Vp4E4yq N3615'00"E 50.00' ti. EDWIN qfc% H. �L I=Sg EDWIN H. GLESS LIC. # 3904 .6 No.39045 iiii , Existing Grade Inc. t�®�Fss,��'�� A, Surveyors & Civil Engineers SCALE: 1 =20 CLIENT FOUNDATION AS BUILT PIL J CT N0. —mow PO Box 612 PETER KIRCHNERw= 155s . _* ' Dennisport, MA 02639 0 10' 20' FOR _ DATE:SHEET NO 14 142 OLD REDTOP ROAD 68 LOCUST7STREET SHEET NO. NIII 508-694-6501 Ph/Fax NiiBREWSTER, MA 02631 No # DATE REVISIONS BARNSTABLE;:,MA02630 1 OF 1 • . PROLECT NO. 445 I _i .. • NEW LVL GIRT OVER—�I - ,".+ �` `� i �`' EXISTING HWH I'ir '.`.+' .gip I I - 111 �"� IiL�+ • EXISTING GIRT TO REMAIN ,, I G+1r �; iR EXISTING FURNACE / _ v 11, y 1I1 EXISTING CEILINGS TO REMAIN -- r' i_ '11f I�II I Pcb b OP 'I - NEW 4 X 6 POST UP Il _ iti' '-.., -,-r-I-r-,'_'7 U EXISTING EXPOSED 1Ir1i5O p 4s} PEW BASEMENT u JOISTS TO REMAIN NO 8624 CORNICE j5DO MOULDING-PAINTED MOULDING-PAINTED 1_/.; 1y.6 �yy� 2 NO.6 BARS TOP H BOTTOM-DRILLED y EXISTING CEILING - t I•I x1, FRAMING STOCK NEW TRIPLE 1 3/4' NEW TRIPLE 1 3/4• "67i ,h I 1 _ INTO EXISTING CONC FOUNDATION WALL I I I/ TO REMAIN 2.0 .3 VE00 S 20 3100 SP S 1 I Ir X 14'VERSALAM - - 11 10 VERSALAM - NEW 4 X 6 POST UP— POPLAR BEAM CASINGS- POPLAR BEAM CASINGS- ' 30• FOR HE 0'CONC 1 PAD FOR HEW POST PAINTED PAINTED r - NEW 4'CONCRETE SLAB OVER :` POLYETHYLENE VAPOR BARRIER. _ ,I� • - }'-1 REINFORCE SLAB W/6X6,40/40 • / 2'W MESH. 2•CONCRETE'MUD'SLAB OVER SAW CUT EXISTING GWB CEILING SAW INSTALL. ..... . FALSE BEAMS 6 LOW WALL ABUTTS HIGH AND BLOCKING-PATCH CEILINGS AND BLOCKING-PATCH CEILINGS TO MATCH EXISTING TO MATCH EXISTING ^,.n ES/ u NEW GIRT DETAIL, 'A_ NEW GIRT DETAIL B: Q KITCHEN LOCATION MASTER BEDROOM LOCATION SCALE:I 1/2•-1'-O' SCALE:1 4/2'-1'-O' 0 -r* NOTE: NOTE: in SECOND FLOOR JOISTS TO SECOND FLOOR JOISTS TO 'B - .1 1 - BEAR SECURELY ON NEW GIRTS BEAR SECURELY ON NEW GIRTS BASEMENT PLAN: / / 1\...•...___C �� Rn 1/4'=1'-O' \ INTO EXISTING BLOCK PFOUNDATION DWALL D '�.3 �9 l7uIJ��111J�� LEGEND: 8'X 46'BLOCK VENT- u EXISTING PARTITIONS TO REMAIN: ' 3 REQUIRED PROVIDE SOLID 4X6 SYP POST IC. �'y M EXISTING PARTIT ONS TO BE REMOVED: -1 V-EDRIFY 10 O' � '3 •�„1 *'a�di POST UNDER EACH END OF NEW �.i.� GIRTS-ARRY POSTS DOWN TO +. SOLID BEARING. NEW PARTITIONS: ''� {'- \ 45'-14'VERIFY \ ram.' VIF VERIFY IN FIELD \ IN FIELD \ \ e 1 a Q NEW TRIPLE 1 M I III-'1. ..- I'�I - \ ,�.'i�. ''� ol 0 X VERSALAM f5 "LL.� (Az may. 2.0 3400 SP-SEE lr I DW I cr, L J y- f DETAIL'A'THIS I I EBYRIG f`" DRAWING OKE D TECTORS REVIEWED - 1rr-711 KITCHEN Li ® ® EATING I©� iF-"- aI01Vy�7 A-a s �il G� RANGE ( r =1 �L, r I I '1/Af --- /O �-/(_,��-rr • ,,_ f ___-2, -- HOOD OVER ©� i I i e nll�ai Lig iii BARNSTABLE BUILDING DEPT. DATE ;; �' ' ! 1J-]imá-t p E 1 _ LIVING I I I -'-- 3 I I \ I r 6y• 2-1'-6'�(6'-B%" RE-BUILD I tl 12'-3'VERIFY '1 BEDROOM NO 2 EXTERIOR /�=J=i 4 INEXISTING FIELD - ..... _� FIRE DEPARTMENT DATE II AR � (l�)�� BOTH SIGNATURES ARE REQUIRED FOR PERMI TING v_ ,___• " �-r o �' _ I� _� ACCESS P ATTIC �1 11 I� i--'i-T-r�--�-I.li`DESK P�D -el PDJ --- 11 / 2 -- - --II/ I �, e, 1I3 - ;1 ,-.-^, BEDROOM I _ I I i I Ih �/i idRING I OATH NO 1 �' f6'-s 1 • - e E 00. �' ,p 1___ I. Z. /ram _ 1 / / - --- �_I__—__ —� LAV •`AV \4 .� c 11-HE TRIPLE 13/4' EXISTING I z l 1 . FLOORING 1'I 1 7/0'VERSALAM 0 e --- FLOORING I_ I 100 SP-SAL Ig m I A-•� 6_-_• 1 1 •\ - O I LINEN �i I I DETAIL'B'THLU - ,•I r =7 `" 'P'.. .1 _ I I °1 IIII 1IRISERS'� /' l { dh�11 DRAWING - 1( 2-1'-6•x�48' 1. I-I �I T4'X6-8• „— s II i �/ - a - - ' IdAi►. 1 =1$-AI I 111 1 __ NI RAISED FLLOR AREA 1 1 1 1 1 0 1 TI �jf �+ I ~ - __'� ?-I T� I III "KYLKi1 nVER-2 ' �'�- !. � 9 I TO PROVIDE STAIR I {2ECUIR D ® WIG I I I I I I riff 1 -�I 11NE-- —T lS. . ,®.\��IIIHEADROOM , 1 1 I I - 1- _I�• ' • 9 R OS II f6\ 1I I1 ,Wa a.,1j \-_ -1`\_°J ■• rL - r 11 - 1 ` f (�/ / l 41 v s 1111I I 1 IIIa, -6• mho MASTER 1 ED OOM — Q off. DN 15 61 X6'-8 • EXISTING/ 2 6"x6 a• I� —. 1 4__ 404 RISERS FLQOP,R1G 5 I: • - '� !� POCKET 1 I + .t BEtSRO!.0 NO 3 > I I I O LAUNDRY/LAY I I wasHl _-rr \ C' , u 11 Gnu "I---+- 2-2'-6'%6'-8' 65 ' r�` � .�. _i-__-- ,S 1 I. _._._ I I DR ER ER1 IT1 JJJ E a A9 ! gE JI I, YI 1: � _J I � 6a I eI _... i- PROVIDE SOLID 4X6 SYP POST 024 H 1 I I t- POST UNDER EACH END OF NEW ® p LEGEND: L� '�i' GIRTS-ARRY POSTS DOWN TO FR+7 W I I' SOLID BEARING. O — LEGEND:EXISTING PARTITIONS TO REMAIN: > 2-1'-6'X'-6' 1 '1 I 5'-11'VERIFY oliw/A EXISTING PARTITIONS TO BE REMOVED: u\~19 I I __I 11 1 EXISTING PARTITIONS TO REMAIN: IN FIELD d q � NEW PARTITIONS: "' I�L -__, t I 1I EXISTING PARTITIONS TO BE REMOVED: - _ N. \ NEW PARTITIONS: w M_r 0m or DRAWING NO.:e i IN FI'VERIFY •VIF VERIFY IN FIELD �'�I- I IL. I_ ��I t 2, +-�1 IN FIELD i�\ SECOND FLOOR PLAN: 1 ' I L--- _ VIF VERIFY IN FEED �r+"In S& �F I FIRST FLOOR PLAN: N0 "5'� / ' 1/4,4-CY -J L_ . . PROLECT NO. . a•ia 4 NEW ASPHALT SHINGLES-SEE TYPICAL ELEVATION NOTES • NEW CARLISLE ROOFING-SEE TYPICAL ELEVATION NOTES55 -I• p,� f t''a }f'til • .41 / . • 111i1111mlltlrlu.._ . .I IIIN1n1111m1N.I111111•IL... ./illtmn111.It111.n11.Intl.nlI•I1N!,.._ ...na I�i�" .,�\-- rppittiro'llit,lr).1 I' /I I I In I 1 tI.I ____-, -_ -- -- im T _All 1AI�MI 1-T __-_ nn -Ailnl--- _ wn t�nmuul■nnl.n A�nnnm0�.IiN•n tlitifiliniuiiiiiin' i iiiim nl nmm�in in IIIImli1m11111111 11111111 tl m Iwll n11I11n111 \��� � I1m1 1 11111•In1•In1 , I 1i1111111111m111Nin NI III I 111 NI•wmnlnn_•' a it ■■■�IlmlllmllllI' 1 I111111 �7� © u 1 nnu. i' 1 I■1�I��ILi AND ALUMINUM GUTTERS / 111111�11 Uhl IIIliliil II IIrnIlUP1 'i%�11 1[ mono IliqNEW BOXED WINDOW W/ llmlll•rl �" ,"I � � AND DOWNSPOUTS NEW STRUCTURE AND ./11111�111'111111n1 �Ilmll InI�III�10111II1 �� --- II ��� 1aitTRW-SEE DETAIL DWG A-4 l/ 1111 1%illnlillultw1111(m Ili l ••• I 11 •Ailllliur 11 I No i....11111\. Al.. . '1 �1- RE-PAINT • Y1�,111r.��li�I,111 0 n.•1 , 1ii II i11111m111I111■t I I dill •I IIr11. _�/,IIImIIIUuI11ILntl■IIIII1II11mlllln-I 1'I II I 1u! nnlnmmmll�nnl.•¢ it' IIII1111nn11111i1itI...ru,..l •11111f�llln■1113-., _ It I- _ /ROn�11 I. I 1 1111111 111fin1�iI ,It111 1 __ I 11m111111M w111t111 mP• IrO11111• I1lmilnnlllnl n.) nei n 1 ummnmm�l., .-,I I IIIII I I l lnl I [In • 111111■I1 1 IIIrIri. n111111ii•'1� I�1111I1111111111[I111m 1 pil©111 I Ir111t 1111111111I111111 EXISTINGTRIMTOREMAIN- 'S, 1 �.:- �EXISTNG BOXED WINDOW Iil1nl -- IIUIIl1UIn111IUIm1In1111111IIm11111■III -- I I�I�111•'- I/1•tl IIIII Illtlr' II tI711n111111111Im11 Inl IIP,el11 n IIII Im1111r111111111t► REPAIRA9NECESSARY- - .-t "�.�STRUCTURE AMBiRIM-TO -- iii! - -- I • eufivirII ,,y� "� 'tY,I I " I ' ni11Iplml1II■VI ITN IIIIIIIIIm11111iII\ n•iI-B�1�lIUI111. G1iI11 I1llinr i► Mt y� REMAIN-REPAIR TRIM AS / t I1t1. 1 (''Il!�( /�I - -- nl�r■11/11111[IIill11� II II II mill 11111111111 IIlnlOm�ll 111 1I Ii IIIIIIInINlllI III ., .ar. .:Ibt.1' ti'dC.;NECESSARY AND PAINT. It III� IIrfl I I ill 1 _` - NEW EXTERIOR SHOWER BEYOND ■ i�Irllm7lmw i[nnirl _. nmiAlmumnNilmmnn IIIW,91Gi in IiI1NiI1111wINm111�111 i1III mI111.I�11rn11 1, 111 ,1 i1111m1 I1111111r1IS�IIII 1{,tl �n IItC111111111111111t11111ImI71u0n111 1■ Inn mnlmnnlli�•1 PROVIDE NEW SHEET METAL11tIN,�I1 11(yTiY�] II I I IIr1111 I .111 I.. a �.n11IIIi1111111r"_'- '=_IIII11111Illi111 iI11n11111111- 1r•11�nF ' te ' FLASHING AND ROOF 111,I ��1 • le ��� Illlill 11 .. . Ilauuii I 1 1 I�11 IDDI 1'�ml �� �• IIn11n=1 =mi in. III II II 11 IllIlhIllin r• •-��p-�. I lillllill Iml 1 n 1�1 1 i . mnnlllntl m11n11111! �� ji1111 MEW'AZEK'TRIM-SRE TO MATCH F_%ISTNG. II III111=EXTERIOR SHOWER OF 1�UI III III ,,,1 1 IIIIIII IIII 1I■Il1t11111 PAINTED WITH'M-SEE ON'PAINT BTn n11i- = II III II 11 II GIImlllt11111ll = ■■11111 it//ri I• DInwn I'ImIn1111n111in III i1nn =11•ilil nnil wmm�lnml_ .� inrl�n 1111RED CEDAR N'GROOVE 1Ir111r Ilii111r1111. '' 111111IIIri I�11 It1111 SHERVAN-WILLIAMS COMPANYn min.ulm nn IIIIr111 II 111111 n n n nnnnnumn= n 111 I11BOARDS PAINTED.AND 111/11111 hp I1111■I1ni111 1111111111r trl 1 I1111 lun�llu II „I "'I�1"I�' Imuminml i1111i11111 Illmlrlri•111111 STAINLESS STEEL RAILINGS 11 i1111111= 11■1111i1 rim li Ililnm111111= .. 1 m1111111CROSS LATTICE -W . tmlltmlltnlm1nII1111 SUNRAIL-NAUTI CA RAILING11111111 n111111i=_1 =III111111 tl In111111111lllllI11= ■ In[II mil. 1�IG •i11'Qmil I'11 W/STAINLESS GABLPIG GUARDSI IIi!IlmllllIIllililn 1111111I1I1 1 ■t11I1�J1I111111I111I11m1111i- RACKETS FROM PT 2X-0 STOCK n i11rIlrllll1111�11Qi�1 BY ATLANTIS RAIL SYSTEMS liI 11lfn••q 111.11/ 110sip 1 In W1 IIII Ili I. 11.1dN11111� 112111n1111m1111 � NI■�Il NI II' ,11 m1n11 11111 11 Il llC 11i1nnnlliulninNi _rnn l ilnnil i l;f1ilnnnln•T11 EXISTING BULKHEAD _ _- 1 I/l I I I��©u I 1 I/�pI��JJJJ�J���1 'CROSS'T-4 VINYL LATTICE / __ mull 111 iwim mum LIII INIma nuarmNrmann ma-mou 1i 11 •m-Inrnnn�Jnit111 TO RING BULKHEAD EE . 1 1� I Ilium 1 1 1 - _ - .. Again _ __ ON WOOD SUPPORTS - II�I� la� r111 pI 11 mll IIIIIII111III11n1i Ynllllm•1 III IIIII IlliUhIImI111r11iII IE AND RE-PAINT L I VI �11111 I.11■■UU�I�1�I�i.. DI ''''''Il 11t�t�'''1 �111■■ I(I■pp1 Iml■I nunufrumnulrnnnnnnnl I iillllillll Ir111111111N11it -- EXISTING CONDENSER ' ^ -- LIG7iI•ri11 I1111i1 mlllll 111, IrI11A111I�llln Illllrll i1111111m1111 it NIIII 1rI111ii11111M1111 CONCRETE BASE FOR I I I II 11 11, UI r I I I I i t TO REMAIN NEW WOOD STEPS --- ••11•••• 11114�....�....:I 1 i1111rltltltt'i11tn11i11�, i�lnw _ - - - ,,,, ' I I 1 O 2 NO.B 24'BARS TOP BBOTTOM-DRILLED I I II 1t J 1 I 1 l 2 NO.5 24•BARS TOP @ BOTTOM-DRILLED INTO EXISTNG BLOCK FOUNDATION WALL __ I I INTO EXISTNG BLOCK FOUNDATION WALL I I I r SONOTUBE FORMED CONCRETE I I I I -I-t---T T DECK FOUNDATION I 1 I rL 1_L _J_ .L J L J L LJ T _ _1T___J, • I� U!UI . 11____J L J EAST ELEVATION: EXISTING FOUNDATION NEW FOUNDATIONNEW FOUNDATION EXISTING FOUNDATION E I I > • NORTH ELEVATION: 1:::: • r t r , - INSTALL NEW FLASHING ON EXISTNG CHIMNEY. REPONT ALL BRICKWORK TO PROVIDE • A WATERPROOF CHIMNEY ASSEMBLY. INSTALL NEW FLARING ON EXISTING CHIMNEY. REPOINT ALL BRICKWORK TO PROVIDE A WATERPROOF WATERPROOF CHIMNEY ASSEMBLY, 0 • ill•, ���GiIJ��r) _- __ __ __ _ 1 -- _____ - _- `1/III■IIIll /1iI1Nl■1111► ■■nrrillm1,n,l1tlnI■f'n1ly,1'.,-'' ? NEW ASPHALT SHINGLES-SEE /l�illfrlill�if��l'llu,il.11.. TYPICAL ELEVATION NOTES _ �mm�- 1111��I /IIw1111■ 1 III. -NEW WHITE ALUMINUM 00 E F EXISTING 1X0 AND IXB RAKES AiIi1m11111 Il]IIn11111I\. GUTTERS AND DOWNSPOUTS VELUX SKYLIGHTS VSS-004 0 I. I n11111 1I I I11 EXISTING 4X450 WINDOW TRIM Italliiiil 111111 ■1 Y18�I I �I. EXISTING TRIM TO REMAIN- SOLAR POWERED m 111I1n1111111111111 ME 1�11rllll�l l 1 REPAIR AS NECESSARY- NEW WHITE ALUMINUM GUTTERS pm 'IJ,i'JIIIIIIm11111I1�1J11�.1�1.1yyy1(1111 III���',I■I. t 111 1lln,,Il''1 IIII,.1 - RE-PANT AND DOWNSPOUTS .�y CO -- �� ?Si,' I IIn, II'Ii1,6 Ji� � �1� 11. __ __ __ -_ EXISTING 1X40 FREIZE I a !�j . / �i .. II I nri i ii Iw.li uiilG.ti:I1:i:iii:11:1\ `!Pum JIlIIIt9[nluirigP_II!liiin•IIIII[IPIIIiIl.ult!rl4Plua.!1t!r\•... EXISTING 1X4 WINDOW TRIM V. / 11�111n\!1111■IIItlrllil[I111 1111ni1I11iI1nlnnnr111 m1.mania aun taimi m�` 1: :0' n.42I'L'71F.i.4,,,...-.'IC - -- n i II n nn I I n.11i�I 11 I le \mn1 imml•r-- -_-___..._.___-_r-�■ Il \ \ \` EXISTING 1X5 CORNER BOARDS IrI111�i11/IP IIIIiWil�l'I� 1 11 ill�1[Illnilnml. Yi1 in: ` Cj a NEW BOXED WINDOW I I 1 III 11 I I IIlllI%IllIIl•LIUI(II. -- Ill -"'- I I1MATCH EXISTING TRIM IIwltYil1111: I I =lintlllt Illlillllllllllll IIIIIII11111111• ,,, „' ,,, 1 11 11 I1 Ilm Iml•11 irli= nil1u1111I11n[l[ll . .IIInlin111■Inlmnm1111 ' .�.�AND STRUCTURE1111!i111m11={ •-rM[lumull!1!nn1!i rLMIli 11C1i IN 151II♦ I III m11 II Imlll 11111111= INI IlIDIIm111111 •IIIllillllli1111w1111r1 II��f��.111111111pp11[��I��I111llIII III ��� ��� "iipl EXISTING BOXED WINDOW II INI11n1� 1 11 h - - •III it 111111 Q a _ I` .11111 I�1�11i111 , me STRUCTURE AND TRIM TO III 1IIIII ill\ rlNlw= w111 Q i7 go E. NEW FRONT STEP AND I11•[lmlltl_ =IIII11111n1111m1111rII1111 t I REMAIN-REPAIR TRIM AS 11 1 Rini limrl IIIII`„= __Ilwl •EXISTING 1%5 CORNER BOARDS C WI RAIL-SEEIL A 1 DETAIL ON illi1i111m11= =1iI111I■IllmillifJllll[IILl.iliw•riiliilil I 11'' 1 I■1 ,,, II 1■111 NECESSARY AND PANT. 1 111 - II11111ll „l . 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EXISTING CONDENSER AND rruwn...nrruulr . iiii I - I nrn�nmmmu, umuni.l.rirnu..r.u.ru.n.n BULKHEAD NOT SHOWN e EXISTING BASEMENT • ppEDi1q�w rm., fi $ WINDOW - WEST ELEVATION: - R ..B off. 1/ o a a: a Na.1828 w SOUTH ELEVATION: FAST DENNIS. i TYPICAL ELEVATION NOTES: T Hass eei �I.n Of eIA S•4, 020I O 1•IUII NEW ANDERSEN 400 SERIES TILT-WASH WINDOW IN I a • NEWLY CREATED OPENING.SIMULATED TRUE DIVIDED LIGHT TINS P ®NEW ANDERSEN 400 SERIES TILT-WASH WINDOW IN J C pl EXISTING OPENING.SIMULATED TRUE DIVIDED LIGHT MUNTINS• P Ci • REMOVE ALL EXISTING WALL SHINGLES AND UNDERLAYMENT OR BUILDING WRAP.REPLACE WITH NEW TYPAR'BUILDING WRAP AND RHR WHITE CEDAR SHINGLES W/5'EXPOSURE.REPAIR AND REPLACE ALL WINDOW FLASHINGS AFTER INSTALLATION OF BUILDING WRAP.ALL WALL SHINGLES SHALL HAVE FIELD APPLIED CABOT'S WEATHERING OIL r 74• REMOVE ALL EXISTING ROOF SHINGLES AND UNDERLAYMENT.REPLACE WITH NEW UNDERLAYMENT RECOMMENDED BY THE SHINGLE p MANUFACTURER,AND NEW 'LANDMARK'SERIES,ASPHALT SHINGLES W/5'EXPOSURE,AS MANUFACTURED BY THE CERTAINTEED CORPORATION. 1 ALL ROOFS WITH PITCH LOWER THAN 4/42 SHALL HAVE CONTINUOUS ICE AND WATER SHIELD'UNDERLAYMANT. OMR r a3 T •ALL PITCHED ROOF AND WALL SHINGLES ON NEW CONSTRUCTION SHALL BE AS SPECIFED ABOVE. 61 'rh•ALL FLAT ROOFS ON NEW CONSTRUCTION SHALL HAVE FULLY ADHERED.SINGLE SHEET ROOFING AS MANUFACTURED BY THE CARLISLEco CORPORATION.PITCH ROOFS 4/8.PER FOOT. DRAWING NO.: •ALL EXISTING EXTERIOR STANDING TRIM SHALL BE RE-USED WHERE PRACTICABLE.REPAIR AND/OR REPLACE TRIM AS REQUIRED. ALL TRIM SHALL BE PAINTED PRIMER AND TWO FINISH COATS •PROVIDE 42'WIDE SHUTTERS AT ALL LOCATIONS SHOWN.SHUTTERS SHALL BE CUSTOM VINYL LOUVERED SHUTTERS AS MANUFACTURED A®9 BY PERFECT SHUTTERS,INC •PROVIDE CROSS VINYL LATTICE AT ALL NEW DECK BASES,AS SHOWN ON THE DRAWINGS 0 ' PBOLECT NO. EXISTING HOUSE ,NEW ADDITION / EXISTING HOUSE \ 4•13 • I TYPICAL NEW FLAT ROOF NEW ADDITION EXISTING HOUSE , •'CARLISLE'FULLY ADHERED SINGLE SHEET ROOFING •5/4'CDX-TBG DECKING 3' I ••CLOSED RAFTERS FROM 2%10-1/4'PEROFOOT N-2 LAYERS I I I PITCH TO SUTER •1XS STRAPPING •1/2'GWB CEILING :,.11 NEW 30 YEAR'ARCHITECT'ASPHALT SHINGLESI 5'EXPOSURE-FULL ICE AND WATER SHELD UNDERLAYMENT ON LOW SLOPE ROOFS ���lh—� _ NEW WHITE ALUMINUM GUTTERS AND �' 8 IDOWNSPOUTS-TO MATCH EXISTING __ 1='N Pll e : )o� Ii. „ All 1 �� � �ll,l 1 1 �r � = "�7 �� {rLESThNSuLAYION YPICAL NEW EXTERIOR WALL .Is �q.;.�5 h y, WA1 I- i-a 4/2' ■■■QN ■■■WHITE CEDAR SHINGLES-6'EXP `i i ,f 1_ r�x" f /1,{( 4 y % 'AZEK'TRIM TO MATCH EXISTING ■■■ 1.rI 'T ,,.�1��� f 1 TYPICAL HEW PITCHED ROOF \ I■■■ 1 •NEW 30 YEAR'ARCHITECT'ASPHALT ' SHINGLES 5•EXPOSURE-ICE AND I — i'�II I WATER SHEILD FULL UNDERLAYMENT f _ y���ky ON LOW SLOPE UROOF9 .„- „.. - 'X. •3/4•C E A DECKING III n 1•BAFFEES ABOVE ULATION W'PROP-A-VENT �2nllltltllltltltltltltltltltll1 '1 1 •2X10 RAFTERS 0 16'OC i ���{°[ •1/2'STRAPPING GWB CEILING ■■ I ,<<tt�llltltltltltltlt1111 iiI I II ■■ ���Ltltltltltlllt�tll E • � GIB- -----_01=1-------- - g I I SHOWER ENCLOSURE OF p�o 2 2x6 HEADER W/ I Ir 2%10 CEILING JOISTS TcJ RISERS \ --I _, STAINED RED CEDAR BOARDS 1/2'FILLERASED 1 ' O @7..� .ii AND PAINED 1/2•GWB CEIILINGNG I6'OC __ I AND CROSS T-4 VINYL LATTICE , _ 1_ )` •■� , ONGSHING SHINGLED WALL Lumn 2 2%6 HEADER W/1/2• MAPLEBALUSTERS ''I BEYOND CDX FILLER AND NEWELL CAP BEADBOARD SOFFIT 1 //) I ANDERSEN 400 SERIES TILT ANDERSEN 400 SERE'S I CERAMIC TILE FINISH FLOOR WHITE BALUSTERS �% WASH DH WINDOW ENTRANCE DOOR 9/4'T8G CDX ROUGH.FLOOR AND NEWELL POST _ ___ :.I W/1/4•UNDERLAYMENT - ANDERSEN 400 SERIES I ' 2%10 JOISTS AT 16.OC MAPLE STAIR TREADS ENTRANCE DOOR AND KRAFT E W/9/4•MAPLE COVE rt1 y'ISIDELIGHT 1 i INSULATONACED FIBERGLAS AND PAINTED RISERS ( NEW 32X12STRINGERS RBYATLANSYSTEMS1 �\• V/ 4P = - IJ °i ,. •• p I� f f `t r 1 a--•1X9 AND 1X10'AZEK'TRIM ,,,,,1 -_ - T i I,1 l" U �1 �l I�11 1 JI i 4X4 POSTS W/SIMPSOry I�miimm,- REFRAME itipi ' EXISTING STAIR OPENNG W/2X10 JOISTS 4 4 TOP CLIPS AND BASE ANCHORS TO MATCH EXISTING • I I a 2 1t5 H�,JOKS WHERE LOW - • EXIST CONCRETE FOUNDATION WALL- 2' L^c EXIST CONC FOUNDATION WALL WALL I,BUTTS HIGH WALL _ \ CONCRETE RAT SLAB OVER '7 yf 40'CONC FOUNDATION WALL I �-12'SONOTUBE FORMED I 'I...., • �ae 6 MIL POLYETHYLENE VAPOR BARRIER. O Irk/ RI W/W/2 05 BARS CONTINUOUS I 1 CONCRETE DECK FOUNDATIONS rt.- I -- - TOP AND BOTTOM 12•x24'FONC FOOTING I I , - NEW 4•CONC SLAB W/6x6 --' W/2%9 KEYWAY I I 10/10 W W MESH REINFORCING I I I • 4 �y OVER 6 MIL POLYETHYLENE T 1 I-1 I I- �"�` Ir d y VAPOR BARRIER I I I I I ■ O :A •EXISTING SLAB TO REMAIN -L _L__L_I L-_J L py a g \ . PECK NOTES: NEW FOUNDATION EXISTING FOUNDATION 1"1 1) ALL DECK LUMBER SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE. J •• / 2) ALL DECK FASTENERS,CLIPS AND NAILS SHALL BE HOT DIPPED GALVANIZED I I > � E 1 OR STAINLESS STEEL. T-L -) 1 O 1 LL JI L W F 3) INSTALL A CONTINUOUS STRIP OF SELF ADHERING BITUMEN FLASHING ON THE I I p 1SECTION: • .V TOP OF EACH DECK FRAMING MEMBER L J SECTION: � E d 1/z•=9-O' 1/2'=1'-d e 1 mid I I I i \ g.e cg I / '. a // „• - RTAISED COUNTER �• /r ' // r a <• /> DOWNDRAFT VENT IN I I D��\ // D 0 �� // OPEN POSITION % E 4 \\ /� I--- I FULL HEIGHT / MICRO fps ® C p✓I 1 `,SINK / I ADJ SHELVING ` -. • EA c.BR�F, �� Q1- DR P DR DR DR c` P 7 x DR • x a No.1625 Z..L. DR 30'OVEN DR DR EAsNOENNIS,a L DR //D \' EXISTING DR DR //D PULL \ ~yFi MSS Sy: V OUT \�'` DR <)NOf MO' •-� 6 DISH •/ \.a TRASH REFRIG 30' �_ x/ ) 111����r��•111 ee,• DR WASHER �'\ /// DR > D/�-• rl i7 N DR DR 7i w I1 r 1 r() DRAWING NO.: EXTENDED ELEVATION l ELEVATION ATO COEDK-TOP 1/2•=1 O• ELEVATION 1 ®0 5, • PEOLECT PO• .._ ' NEW WHITE CEDAR SHINGLES AND TYPAR • ► • METALBUILDING FLASHINGN EXISTING SHEATHING I • ik. TYPICAL NEW PITCHED ROOF EXISTING EXTERIOR STUD WALL EAVE BOX TO _ ��' FINISH AND INSULATION TO REMAIN MATCH EXISTING •NEW 90 YEAR'ARCHITECT'ASPHALT WHITE ALUMINUM I SHINGLES 5'EXPOSURE-ICE AND WATER SHEILD FULL UNDERLAYMENT GUTTER ON LOW SLOPE ROOFS •9/4•CDX-T8G DECKING 'I- 3'CLOSED CELL •6'CLOSED CELL FOAM URETHANE '1'!>;•. URETHANE INSULATION fly 0 NI: . ' INSULATION WHITE CEDAR SHINGLES109 r;•'', "fir NEW WALLS ONLY •2X10 RAFTERS®16.OC _ 5'EXPOSURE •1%9 STRAPPING 5/B'CDX SHEATHING ;,'.;.' 2 2L W/ A CDX kl 'C k Y',2���I,', •1/2•GWB CEILING ;)f�; NEW WALLS ONLY FILLER HEADER-NEW !I i I 1A WALLS ONLY \-\__2 256 HEADER W/1/2'CDX FILLER IIJ v•A' ' I1 I q1X4 AZEK HEAD CASING n {{,„„ 1 -- 7:.,. /` 1%4 INTERIOR HEAD / �1' TILTANDESEN 400 SERIES CAGING 1 - �- ab�l�.l -'` � d} TILT WASH DH WINDOW - • !Il� I 6 COMPLETE WITH ALL ^/ 1 y 'hfI h{+1,,HARDWARE AND SCREENS u j`�' .A'k' I - - CON TINUOUS INUOOUS VENT ' I dr�i4 fttpu�k .� GWB WALLS AND CEILINGS ;y I Ii 11 [it:` I ANDESEN 400 SERIES `.�k. ^r i t I41.4 TILT WASH DH WINDOW 2 2.B HEADER W/ L } )2 ;_�I COMPLETE WITH ALL 1/2'FILLER-CASED `,- •, ,, TYPICAL NEW EXTERIOR WALL HARDWARE AND SCREENS _r 1X4 INTERIOR CASING 1 4i4, I y ENGAGED COLUMN POPLAR-PAINTED •v,- ', •4/2.GYP WALL BOARD tit ON SHINGLED WALL yy—- +IDS -.'.'ill.a.A.i4 •2X4 STUDS OC R'j BEADBOARD SOFFIT•9.T CLOSED CELL URETHANE INSULATION III •TYPAR'BUILDING WRAP - ANDERSEN 400 SERIES •WHITE CEDAR SHINGLES-5'EXP L-/- ENTRANCE DOOR 2X6 OUTRIGGERS AT 16.OC W/3'CLOSED • - CEL3/4' FOAM URETHANE FIT-P INTE AND 9/4'MDO PLYWOOD SOFFIT-PAINTED BRACKET SUPPORTS OF 2X4 CEDAR STOCK I CERAMIC TILE FLOOR M 9/4'CDX ROUGH FLOOR W/ 1'1' 5/4X6 MAHOGANY DECKING 1/4'UNDERLAYMENT I / • FOISTING STRUCTURE STOOL CAP NATURAL FINISH \ TO REMAIN 2%10 JOISTS AR 46'CC O MO PT JOISTS AT 15.OC mi.. "nrir-•--4X4 INTERIOR SKIRT /\/r 6'KRAFT FACED FIRERGLAS INSULATION UIy - BOARD I I \ 2X6 PT SILL '`;^`, 2X10 BLOCKIONG W/CON-MOUS . _ I .fix.?�, FLASHING OVER BLOCKING 4ND II•' , E LEDGER BELOW •••I f; •' •.a 1I•' 5/B'GALV ANCHOR BOLTS AI •'D'' W/9X9%1/4 PLATE WASHERS a IX :II. ^i• 1 6 30'OC-FIRST BOLT NO a, ? •► OF PLATE TYPICAL FROM END DETAIL: DETAIL: ® ® SECTION: ,y.•.. 1 1/2'd'-0• I 1/2'=1'-0' 4X4 LEDGER W/5/6•HILTI 1/2'=1'-O' BOTS AT 4,0'OC• � �� • NOTE FOR NEW WINDOWS IN EXISTING OPENINGS VERIFY • VV OPENING SEE PRIOR TO ORDERING WINDOWS. .n MATERIAL NOTES: g 1)FINISHED WOOD FLOORING SHALL BE CLEAR MAPLE IN 4"WIDTHS.PROVIDE NEW FLOORING ON THE ENTIRE FIRST FLOOR,EXCEPT AS NOTED BELOW,AND IN BEDROOM NO 1,AND THE HALL ONTHE SECOND FLOOR.ALL OTHER C �+ FLOORING SHALL BE EXISTING- REUSED AND REFINISHED O E co 2)FLOORING IN BATHROMS,ENTRY AND LAUNDRY/LAV SHALL BE CERAMIC TILE AS SELCTED BY OWNER. WROUGHT IRON RAIL W/ D 'LAMBS TONGUE'DETAIL 3)INTERIOR DOOR AND WINDOW CASINGS SHALL BE 3 4/2'SQUARE EDGE POPLAR-PAINTED.NEW BASE SHALL BE w . AND 3/4'SQUARE BALUSTERS Q 5 1/2°SQUARE EDGE POPLAR-PAINTED. SET ON A 45 o ANGLE � aIn IN GALV.SHEILDS IN NON- 4)CORNICE MOULDING SHALL BE BROSCO PINE NO.B624 O °�, SHRINK MORTAR - 1�17 INTERIOR DOORS SHALL BE 1 3/B• GYPSUM WALL BOARD NOSING OF 5/4 STOCK \ - 5) HARDWARE REQUIRED.DOORS SHALLI BE FINCK, ISH PAINTED IN ELD.CORE PRIMED MSIZED AS SHOWN ON FLOOR POSITE 4 pANEL DOORS. RPLANSNISH LL 0 3 g EXISTING OR NEW nA DOORS MARKED'X'SHALL BE EXISTING DOORS RELOCATED AND REFINISHED . tF 1 RED BRICK TREADS, STUD WALL % 1%4 BEADED RISERS AND PLATFORM ,�`'I'0 C SKIRT BOARD a 6)FINISH NEW PARTITIONS WITH GYPSUM WALL BOARD TO MATCH EXISTING. O F SET IN A MORTAR BED �, �I FIRST FLOOR � - - '�I eV� b ",/,//'n', '/'/„"' ELEVATION: 7)INSTALL WAINSCOT IN KITCHEN,EATING,MASTER BEDROOM AND BATH NO 1.SEE DETAILS THIS DRAWING. r4 M •'�pq 1 .!, COMPOSITE BEA BOARD _ a_ MINIMUM 4'CONCRETE li PANELS-4.OC:U'I TALL �p m SLAB W/6/6 10%10 ' "_' ' iiVER EXISTING 3 D3 DEM_O___L_ITION NOTES: GALVANIZED WELDED �, I i - APPROXIMATE LINE OF DOOR ` WIRE MESH AT CENTER '!"� SILL,XISNGIRTHOARD AND 'U} THE FLOOR PLANS SHOW THE REQUIRED DEMOLITION WORK IN GENERAL. THE CONTRACTOR SHALL FAI-1fLIARIZE HIMSELF WITH THE EXISTING FOUNDATION WALL FINISH GRADE .:•va .` EXISTING CONDITIONS AMID SHALL INCLUDE A COMPLETE DEMOLITION JOB.TAKE EXTREME CARE NOT TO DAMAGE 1A ELEVATION: - _ _ _.).. .✓' '...:;1.1;..1'.;:7; .,.:". " (- Q ADJACENT SURFACES,FINISHES AND STRUCTURE IN THE PROCESS OF DEMOLITION.ANY DAMAGE TO THE SAME AS A RESULT OF DEMOLITION SHALL DE REPAIRED TO LIKE NEW CONDITION AT NO COST TO THE OWNER.CONTRACTOR SHALL REFER TO ALL OTHER 5 CONTRACT DOCUMENTS FOR ADDITIONAL DEMOLITION WORK. O G S B%24.ARR FROST 4 THE DEMOLITION SHALL IN GENERAL INCLUDE,OUT NOT OE LIMITED TO THE FOLLOWING: BARRIER 1X5 FINISH Y —, GROUND 11 IN ALL FIRST AND SECOND FLOOR AREAS REMOVE ALL FINISH FLOORS,AMP UNDER-LAYMENT e� '�" I�/ 1X6 FINISH BASE ` BENEATH FLOORS,UNLESS SUCH UNDERLAYMENT 15 SUITADLE FOR THE INTENDED NEW FINISH FLOOR IN THESE AREAS. Vj a FINISH FLOOR ALSO CAREFULLY CUT AND REMOVE CEILINGS IN THESE AREAS AS NECESSARY FOR THE INSTALLATION OF NEW r� •• '� ,_.`i __ PARTITIONS, NEW STRUCTURAL ELEMENTS AND MECAHNICAL AND ELECTRICAL WORK.. r1 BACKFILL W/SELECT GRAVEL 21 REMOVE ALL EXISTING INTERIOR AND EXTERIOR WINDOW TRIM TO ALLOW INSTALLATION OF NEW ANDERSEN WINDQW5• a Cl al GRAVEL-COMPACT IN DASEOOARD AMP EXISTING WAINSCOT. aN B'LAYERS 31 REMOVE ALL EXISTING PARTITIONS SHOWN DROKEN LINE.PROVIDE ALL TEMPORARY SHORING AND BRACING Sy 1/2••1'-0' WAINSCOT WAINSCOT UNTIL PERMANENT NEW SUPPORTS ARE IN PLACE. G tw FRONT STEP DETAIL: DETAIL: - ELVATION: 41 SELECTIVELY REMOVE ALL PORTIONS OF THE MECHANICAL AND ELECTRICAL SYSTEMS TO DE DISCONTINUED. p NOTE PITCH TREADS AND PLATFORM 1/8'FROM CENTER LINE SCALE 4 1/2'1'-O' SCALE 1 1/2•M'-O' 51 REMOVE ALL KITCHEN AND OATH CADINETS AND MISCELLANEOUS CADINET WORK THROGHOUT THE FIRST FLOOR, ivo,,,. '^ e TO OUTEREDGE OF STEPS AND PLATFORM. S fir: ON U W VERIFY GRADE ELEVATIONS IN FIELD PRIOR TO FORMING AND IN THE SECOND FLOOR OATH, e0'F.aT"B4'd`c; crj e CONCRETE BASES FOR STEPS. SI REMOVE ALL KITCHEN APPLIANCES AND EXISTING KITCHEN AND OATH ROOM PLUMOING FIXTURES AND ACCESSORIES. tao.19¢q 6w DRAWING NO.: y,EASTpENN1iS.. 71 DO NOT ALLOW TRASH TO ACCUMULATE.PROVIDE PROPER ROLL-OFFS.AMP DISPOSE OF MATERIAL PROMPTLY. i ^+^s� /` SI DISPOSE OF ALL DEMOLITION DEBRIS OFF-SITE IN A LEGAL MANNER.PROVIDE DOCUMENTATION FOR ALL DEBRIS ��<.... g6 i i- ii GIVING QUANTITY OF MATERIAL AMP LOCATION OP DUMP-SITE, - - - --4 .... -..- ..--. -.0- --4 ...-........_.--____ -..... - -..-............ --- .. - • ,... — ..... . _ ....-..........---...... —. -- .. . ! ..c . ' 1 -----1-+- . ._ . . ., ' I ...: _............ ----r---- --•• --r -1- + . i .._ c''#415,,...i .•-•',i .,e._ .-------—_,-..---.--.------ 4 _ ....-:..........-........- r."'..."."..... 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