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Home My WebLink AboutBLD-19-000499 • (I "L ..:=4".•.._M_r~_...� _M .rtY�...mow..n amrl...* �V. D>�i.Y.aw M.�.eall _w......N.. •imr•sIM..1.4M 1 a ! F+Y E ova avanaseese•weal plea ImplosSmill eta a•ad 14 nom..,...........r..w...-...... wouwu.wruwr.wyw ..+t.v • (it i e RECEIVED =e 1 iiit!!!!! 2llH 4 MM! OCT 02 2018 A".1 phiii 1 Ii ii II 1-=:.m b "1!!!! twill BUILDJNG DEPARTMENT By. " 1$ 3, a-.... :et! Phalli hili i • I } .. ._.__ _..,..__._......_..........__�....._,.____ —I . I • i • I 1. ' I• 1 I Ix • = 5111.1160 8 • U I � . M /- . • 1 I! I I. ��m ewes . v I IY 1` 1 2b I I IIx 13W - Jy - 000' iii ®Bolsenescade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamIFB01 F31 Dry I 1 span I No cantilevers 10/12 slope October 1,2018 08:33:07 BC CALC®Design Report Build 6536 File Name: BC CALC Project Job Name: 16 Eldredge Rd Description: Designs\FB01 Address: 16 Eldredge Rd Specifier: City, State,Zip: So Yarmouth , MA Designer: BC Customer: Fred Sieland Company: Shepley Code reports: ESR-1040 Misc: LIl�l_=_L:_r�l-1�LLL1_1 11 ! i ! 1 U.k LI 1 ! ! 1 LI_1_1_,:11_1_1_1_1_1 .Hl IIIIL II I,�III 'lii iii0.1,:1,:::: i/il PlI 'l .: lU lli: . .I' l'.III I � � ', i vI]i [di �.� II '' tI IJI �,I',I I: � I �, I I h '! u I :::•:..• . .I I .�vI I J '.� l BO 04-06-00 B1 Total Horizontal Product Length=04-06-00 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 765/0 205/0 B1 765/0 205/0 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 04-06-00 40 10 08-06-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 992 ft-lbs 9.3% 100% 1 02-03-00 Completeness and accuracy of input must End Shear 471 lbs 11.9% 100% 1 01-01-14 be verified by anyone who would rely on Total Load Defl. L/999(0.007") n/a n/a 1 02-03-00 output as evidence of suitability for particular application.Output here based Live Load Dell. U999(0.005") n/a n/a 2 02-03-00 on building code-accepted design Max Defl. 0.007" n/a n/a 1 02-03-00 properties and analysis methods. Span/Depth 4.3 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger 2"x 1-3/4" 970 lbs n/a 36.9% Hanger (800)232-0788 ask questions,bforplee n call 9 9 before installation. B1 Hanger 2"x 1-3/4" 970 lbs n/a 36.9% Hanger BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDTM,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(11240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(11360) Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1") Maximum Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Calculations assume member is fully braced. trademarks L.L.C.oise Cascade Wood BC CALC®analysis is based on IBC 2009. ' Design based on Dry Service Condition. Page 1 of 1 ®Bois,Cascade Single 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\FB02 • Dry j 1 span I No cantilevers 10/12 slope October 1,2018 08:33:07 BC CALC®Design Report Build 6536 File Name: BC CALC Project Job Name: 16 Eldredge Rd Description: Designs\FB02 Address: 16 Eldredge Rd Specifier. City, State,Zip:So Yarmouth,MA Designer BC Customer. Fred Sieland Company Shepley Code reports: ESR-1040 Misc: . e 1 . ii ' Mill ! .1. / 11 l : lll111111111 : 11i1 : 11 : ,;': »t, / FS" i/� AA�� ,:y:,1-::;:, `^'t � �• µ-S'.Y '+ .. S n.. }�� , til � . � , .(�,1 po 11-00-00 Bt Total Horizontal Product Length=17-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 630/0 212/0 B1 1,020/0 31610 Live Dead Snow Wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ftA2) L 00-00-00 17-00-00 40 10 01-04-00 2 Reaction from Desi... Conc. Pt. (lbs) L 13-00-00 13-00-00 744 199 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 4,693 ft-lbs 44.1% 100% 1 11-06-06 Completeness and accuracy of Input must End Shear 1,252 lbs 31.7% 100% 1 15-10-02 be verified by anyone who would rely on Total Load Defl. L/426(0.469") 56.3% n/a 1 08-11-10 output as evidence of suitability for Live Load Defl. V562 0.356" 64% n/a 2 08-11-10 particular application.Output here based ( ) on building code-accepted design Max Defl. 0.469" 46.9% n/a 1 08-11-10 properties and analysis methods. Span/Depth 16.8 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered wood products must be In accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 3-1/2"x 1-3/4" 843 lbs n/a 18.3% Unspecified (800)232-0788 before Installation. B1 Hanger 2"x 1-3/4" 1,336 lbs n/a 50.9% Hanger BC CALM),BC FRAMER®,AJST, • ALI.JOIST®,BC RIM BOARDT"' BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(L/240}Total load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS®.VERSA-RIMS, Design meets arbitrary(1")Maximum Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Calculations assume member is fullybraced. Products .of Bolsa Cascada wood Product L.L.C. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. . Page 1 of 1 ®BolseCasoade Single 11-718" AJS® 20 Joist1J01 IrtIS Dry i 1 span 1 No cantilevers 10/12 slope October 1,2018 08:33:07 BC CALL®Design Report i 16 OCS 1 Non-Repetitive I Glued&nailed construction Build 6536 File Name: BC CALC Project Job Name: 16 Eldredge Rd Description:Typ Joist ' Address: 16 Eldredge Rd Specifier. City, State,Zip:So Yarmouth,MA Designer. BC Customer: Fred Sieland Company: Shepley Code reports: ESR-1144 Misc: llilt : ll : li : ll Il : i14111111111 : 111111111 '_ - 17-00-00 BO B1 Total Horizontal Product Length-17-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live 60, 2-1/2" 45310 113/0 61,2-1/2" 453/0 113/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ftA2) L 00-00-00 17-00-00 40 10 16 Controls Summary Value N.Allowable Duration Case Location Disclosure Pos. Moment 2,326 ft-lbs 52.9% 100% 1 08-06-00 Completeness and accuracy of input must End Reaction 567 lbs 52.2% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 553 lbs 37.1% 100% 1 00-02-08 output as evidence of suitability for Total Load Defl. L/722(0.278") 33.2% n/a 1 08-06-00 particularbuilding code-accepted Outputd here based on building code-accepted design Live Load Defl. L/903(0.222") 53.2% n/a 2 08-06-00 properties and analysis methods. Max Defl. 0.278" 27.8% Na 1 08-06-00 Installation of Boise Cascade engineered Vibration 16'7" 90.4% n/a 00-00-00 wood products must be in accordance with Span!Depth 16.9 Na Na 0 00-00.00 current Installation Guide and applicable P P building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 2-1/2"x2-1/2" 567 lbs n/a 52.2% Unspecified AL BCCALC®,SCFRAMER®,AJSTM B1 Wall/Plate 2-1/2"x 2-1/2" 567 lbs n/a 52.2% Unspecified BOISE IGLULAMTM,,SIMPLE FRAMING SYSTEMS,Vibration Summary PLUS® VERSA-RIMS,M®,VERSA-RIM Subfloor.23/32"OSB, Glue+Nail Gypsum Ceiling: None VERSA-STRAND®,VERSA-STUDS are Strapping: None Bracing: None • trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. . BC CALL®analysis is based on IBC 2009. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Page 1 of 1 ,..••... • ON k,, ';i Simpson Strong-Tie'Wood Construction Connectors'', _ ... „. . ' ^ ,:. - • ' . C • �t ., HU/HUC/HSUR/L .. .-.- .-.. _._ . . Hangers (cont.) ,4 ®Tfleae products are available with additional carrosbn protection.For more mformatbn,see p.18. - ,`4&l Allowable Loads(DF/SP)!kr. Madel No. Fastenera GFCMU Concrete Code ::-4: Uplift Down Uplift 1 Dow Ref. "%" GFCMU Concrete Joist 'ti. Standard Concealed Then'2 Tlten'2 (160) (100/125) (160) i (10011 �: H1144 HUC44 14134 z 23i (4)Yi"z 1 Y: 12110d common 1,000 380 ' 154 ye , (4)10d common 760 2,000 760 32; ® HU46(Min.) HUC46(Min.) (el/i z 234 lel Y."x 134" t) ® HU46(Max) HUC46(Max.) (12)Vi x 2W (12)Ye x 131 (6)10d common 1,135 3,000 11353?E I 95 ® HU48(Min.) HUC48(Min) (10)Ye x 2W . (0)W Ve (4)10d common 44' (4)10d common 1,6 5 3.5002,500 760 3 3 55 - HU48(Max) HUC48(Max.) (14)Yi x 2Y: (14)W x 1 _ ® HU410(Min.) HUC410(Min.) (14)W x 244' 14)Y:x 134 (6)10d common 1335 3,500 1335 1 4.c1 - ® HU410(Max) HUC410(Max) (18)W x 234 (18)Vex 134 (10)10d common 1,800 4,500 1,800 ' 4 8 - 1 HU412(Min.) HUC412(Min.) (18)Ye x 234 (16)'/i x 134 (6)10d common 1,135 4,000 1,135 HU412(Max.) HUC412(Max.) (22)'/4 x 234 (22)Ve z 134 (10)10d common 1.800 5,085 1,800 _- _ HU414(Min.) HUC414(Min) (18)W x 2W (18)34 x 13 (8)10d conmOn 1,515 4,500 1.515i` 5.0 • HUM(Max) HUC414(Max) (24)W a 234 (24)1W z 14'4 (12)100 common 2,015 5,085 2,015 5 5 HU416(Mn) HUC416(Min) (20)3/4"x 23: (20)1,4 x 134 (8)10d common 1,515 4,920 1.515 S' HU416(Max.) HUC416(Max.) (26)Y4 z 234" (26)'/'x 134" (12)10d common 2,015 5,085 2,015 HU68(Min) H11068(Min.) (8)Ye x 234" (8)W x 134 (4)16d common 900 2,000 900 ,, 3: ' - HU66(Max.) HUC66(Max.) 02114e x 234 (12)Ye z 144 (6)16d common 1,345 3,000 ( 1,345 3: ''t;,, HUN(Min.) HUC68(Min) (10)W x 234 (10)W x 134 (4)16d common 900 2,500 900 37 :' HU68(Max.)' HUC68(Max) (14)Y4 x 234 (14)W z 13i" (6)16d Common 1,345 3,500 1,345 HU610(Min.) HUC610(Min) (14)W x 23. (14)'14 z 134 (6)18d common 1,345 3,500 1,345 i a, w 1411610(Max.) HUC610(Max) (18)Ye x 234" (18)W x144" (8)16d common 1,795 4,500 1,795 1 5J • 4 - HU612(M -' `-`+ .) HUC612(Min) (16)'/4 x 234 (16)Ye x 14'e (6)160 common 1,345 4,000 1.345 4 - 170 ' ' _" MU612(Max.) HUC612(Max.) R2)Y4 x 24? R2)Y4 z 134 (0)160 common 1795 4,920 1.795 - " HU614(Min.) HUC614(Min) (18)Wx234 081Wz134 (8)16d common 1,795 4,500 4 1.795 i. 8 - HU614(Max.) 11UC614(Max) (24)3 x 244" (24)Ye x 13 (12J 160 common 2,015 5,085 2,015 i 5 HUC616 04%I) 120)Ye x 23 (20)1/4"x 134 (8)16d common 1795 4,920 + 1.795 ' .. HU616(Mind 5 - HU816(Max.) HUC616(Max.) (26)W x 234 (26)'/4 x 13/4" (12)16d common 2,015 5,085 2.015 HU7(Min) (Not available) 0213/4"z134 02134x13: (4)1Odx1'h' 760 2.900 760 i 2 - I .,fir' 1 HU7(Max.) I (Not available) 061W x144" (16)W x 13 (8)1Od x 1W 1,085 3.485 1,085, i '. t H (Min.) (Not wadable) (18)Wx1W (18)34'x134" (6)10dz145" 1335 3230 f 1.135 , a Hug(Max.) (Not available) (24)'/4"x 134 (24)W x 134 001 10d a 1W 1,445 3.735 1445 a HU11(Mind (Not available) (221W x 13 (221W x 13i (6)10d x 114" 1,135 3230 I 1,135 - _tr: .77, HU11(Max.) (Not available) (30)W z 134" (30)W z 134 (10)10d x 1 W 1,445 3,735 1,445 - "`"' HU14(Min) (Not available) (281W x144" (28134 x1Ye (8)10d x13 1,515 3,485 { 1,515 - HU14(Max.) (Not available) (36)Ni z 13i (36)W x 134 (14)10d x 1'h" 2,015 4,245 2.015 HU3.25110 (Not available) (22)Ye z 134 (22)Y4 x 134" (10)100 common 1,895 5,085 1,895 t c p HU3.25/12 (Not available) (24)Ye x 134 (24)W z 13i (12)10d common 2,015 5.085 I 2,015 ; - r HU410.2(Min) HUC410-2(Min.) (141'/4x13 (14)Ye X1 VI (6)16d common 1,345 3,500 1,345 - HU410-2(Max) HUC410-2(Max.) (18)14'x 134 (18)14"x 144' (8)16d common 1,795 4,500 1 1,795 HU412-2(Min) HUC412-2(Min) (16)3 x 13? (16)W x 134 (6)160 common 1.345 4,000 . - 1,345 ,; H11412-2(Max) HUC412-2(Max.) (22)Y."X1 311. (22)'/4%134 (10)180 common 1.800 4,920 1.800 i - HU414-2(Min.) HUC414-2(Min.) (20)Y4"x 131' (20)1/4"x 13 (8)16d common 1,795 I 4,920 1111414-2(Max) HUC414-2(Max) (26)Ye x 134" (26)Ye x 13 (12)16d Common 2015 i 5,085 I 2.015 1 Uplift loads have been Increased for earthquake or wind duration with no further Increase is allowed;reduce v:hen other(cads g3.em. 2.Minimum Pe s 2,500 pc minimum and minum Pm=1,500 pet 3 When only one flange Is concealed specify right or left concealed flange. 'r 4.Models with are not stock items. • 5.PTOucts shall be Installed such that Then'screws are rot exposed to wearer. _ 6 Fastenere:15dcommon a 0.162'dia.x 3'5'Iccgi 16d x 21: aC16e ea <` ;a ^sr zetZ 1_., ..,,,_ '- - ^_f'x 1-s'=:.146'Ce.x 1'Y long.TTN2-2513411 a'4'x tr:T;e122'R'.2- 5 T .-7-7.:�yC''{aT,;e1;i x 2i'may a ec be:sad at ft?tatle Cats.See cc :e-t'ix're-^at S-i a^.'-Y:e-r`r. . ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department m.... ` 1146 Route 28,South Yarmouth MA 02661 1492 508-398-2231 ext. 1261 Fax 508-398-0836 ; Massachusetts State Building Code,780 CMR ,,,- Building Permit.fpplication To Construct, Repair, Renovate Or Demolish -- a One-or Two-Family Dwelling - ' •. s Section For Official Use Only Building PermitNumber,RZD /9 Vt y°:' Date Applied: • •• 'Tit-, c-flats `7 • . : -414' r E _ Building Official(Print Name) • Sipa. a ►. ?, SECTION 1:SUE INFORMATION JUL 24 TUI: i i�rderty Addr s 1.2 Assessors Map&Parcel N ..b - ' `� d SaKtln Itmen rhA 3 �,.t..._ 1.1a Is this an a''cepted street?yes_ no Map Number Parcel •4 bei 7• I .lip 4 r 13 Zoning Information: 1.4 Property Dimensions: - Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ • Check if yes❑ . •SECTION 21 PROPERTY OWNERSHIP' A 21 OwnerI of Reco d: d Pleas( -4v " Name(Print) hah City,State,ZIP 1� G I�� `1/J-lei m 773 0, D -n .r+ 18'1 Mtxnr`knlh RLI IN ��erl�te�ar�ln aol ,corn 0 = No.and Street Telephone Email Address m m 0 SECTION 3:.DESCRIPTION OF pROPOSEi)WORK(cheek.n11 that appl') . . a CO .New Construction VI Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ r m 6-- c Demolition ❑ I Accessory Bldg. ❑ Number of Units_ Other ❑ Specify. ' ti --ri Brief Description of Proposed Work': L . • I i a a • ,1 S 14.4 ''C 17.- '• ..Yr. 1 O .Os Cnn aA` SECTION;4i ESTIMATED CONSTRUCTION COSTS. y Item Estimated Costs: • ...... ..... ....AUG• 23..24t83��p (Labor and Materials) - . '.Offcial`, .„I •,.. • • 1.Building $ 3agoo 0o . 1;.Building Permiitpeer$ a Indica etw' T''1 t 'W --± =NT 2.Electrical $-1 00 'a Standard City(Town Application Fee:,--, .. . — ❑Total Project Coleal em•6)x multiplier... : : ' •s 3.Plumbing $ 3,1000, 00 2: Other. Fees: $ ..:..' 4.Mechanical (HVAC) $ 1, -7 OD.o0 List • • 5.Mechanical (Fire $ Suppression) lotalAllFees $ ��D� O 0 D •Check N6:.• • Check Amount Cash Amount_ • ' 6.Total Project Cost $ paid in Full II Outstanding Balance Due:ZI S i 0 SECTION S:.CONSTRUCTION SERVICES j 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type , Description U Unrestricted(Buildings up to 35,000 an.ft.) City/Town,Stare,ZIP R Restricted lea Family Dwelling M Masonry RC Roofing Covering . WS Window and Siding _ SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition . 5.2 Registered Home Improvement Contractor(HIC) ',Fad ce\ua r rl TEC Registration Number Expiration Date I%Bft rN pOUnara1 HI4 N gistrantName ' d V3 meet 1 Email address ar4t> ils di e. INV bS�n 914 b gE�q.ti City/Town,State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AfTDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide • this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ❑ No ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN •• OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject prop ..,hereby authorize to act on my ..rr•. a r, . /relative to work authorized by this building permit application. 44 Print O .,er's ame(Electro. c Signature) Date i • • . 'SECTION 7b: OWNER'OR AU fHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Daze NOTES: • 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contactor (not registered in the Home Improvement Contactor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142k Other important information on the EC Progam can be found at www.mass.00v/oca Information on the Construction Supervisor License can be found at www,mass.gov/des 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open' 3. "Total Project Square Footage"may be substituted for"Total Project Cost" tt Department o _ Y P fIndustrial Accidents • v.. .__ - 1 Congress Street,Suite 100 • Boston, M4 02114-2017 www.mass.gov/dia \Yorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Fred t c,Ic\arvl /Address: IN MoIni-al n g•4• City/State/Zip: Ve,aG•(A 1th I\Nf i ) Phone#: q�'i RS7 Are you an employer?Check the appropriate box: // Type of project(required): 1.01 am a employer with employees(full and/or part-time). 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in ,p,,any capacity.[No workers'comp.insurance required.] $. ❑Remodeling 3.Y-/T4f am a homeowner doing all work myself.[No workers'comp.insurance requh•ed]t 9. Demolition❑ 4.01 am a homeowner and will be hiring contractors to conduct all work on property. I will 10 0 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 5 0 1 am a general contactor and I have hired the sub-contracton listed on the attached sheet 12.0 Plumbing repairs OI additions These sub-contractorshave employees and have workers'comp.insurance.. 13.❑Roof Iepairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL e. 14• Other 152,§1(4),and we have no employees.[No workers'comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. .Contactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contactors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify undee/lir„s ,if perjury that the information provided above is true and correct Sienature: air Date: • • Phone#: 111117 •° Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: OFY"iR TOWN OF YARMOUTH �'s• 5 o ,; _y BUILDING DEPARTMENT .<<a 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 • HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: 3 f'I 15 JOB LOCATION: r•�Cd .)l fi(R'+-a /6 £/Q!/!t 1 "HOMEOWNER" p-i G S TRj�( D$�F S D g c l 6F TOWN NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS • CITY OR TOWN STATE ZIP CODE The current exemption for 'Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to r side,on which there is or is intended to be, a one or two family attached or detache t cture assessory to such e and/or farm structures. A person who constructs more than one home in a two-year perio. . not be cons' ered a homeowner,such"homeowner"shall submit to the building official,on a form acceptable to th- - ' official,that he/she shall be responsible for all such work performed under the building permit. (Section 118 `. .1.3.1) The undersigned 'homeowner' assumes responsibili or compliance with-the State Building Code and other applicable codes,by-laws,rules and regulations. The undersigned 'homeowner' certifies that he / she understands the . . of Yarmouth Building Department minimum inspection procedures and requirem : ..r that :- / • - comply with said procedures and requirements. � HOMEOWNER'S SIGNATURE dL_ rsak=inge APPROVAL OF BUILDING OFFICIAL • INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked vesplease indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER.: I am aware that the licensee does not have the insurance coverage requiredby Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp • E Y9 TOWN OF YARMOUTH tr,-'•A *— e ° BUILDING DEPARTMENT • tr.0 � '' ? 1146 Route 28,South Yarmouth,MA 02664 Sb; 508-398-2231 ext. 1261 Fax 508-398-0836 • • / BUILDING DEPARTMENT i./ DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 1113, I hereby certify that the debrislresulting from the proposed work/demolition to be conducted at tic Etr4vn Gr� 2J. Stun,' Work`Address Is to be disposed of at the following location: y6iicnot 1-0von (1t"I clw,pst'd Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Application ate Permit No. Yarmouth Town Hall 1146 Route 28 South Yarmouth, MA. 02664 July 16, 2018 Attn: Brad Inkley Building Inspector As per your request. This is a letter to state that my residence located at 16 Eldridge Road, South Yarmouth, MA 02664, will be come my primary residence. Sincerely, / / itternate Fred Sieland L_J O _A4. TOWN OF YARMOUTH � t ,11,,,..4-,c HEALTH DEPARTMENT riVUli'•(30id r HEA � " `�, � �• PERMIT APPLICATION SIGN OFF TRANSMIT • TR�TT H 9 "PT To be completed by Applicant: / Q J �/ Building Site Location: /6 EU/ i i3"c R S0.,s /11 (.t✓,^-'o/4 Proposed Improvement: A Ciel l A a (-N. Applicant: Fe e--CI c t C. i 4.•..t d] Tel.No.: 9/9 1/00 g S-7 )-- - Address: _Date Filed: .740/2011 "Ifyou would like e-mail notification of sign off please provide e-mail address: / 't4 5 /c 4`t`u q 6 !/ . L 0.4,ln Owner Name: /"✓-C i S I� /J'i "t d 7-ai " - . : .4 i. . , _7;A/ Owner Address: Owner Tel. No.: R fttf 1100 g 6l.r. RESIDENTIAL 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, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: ��(�/ C '� DATE: 7r/7��P PLEASE NOTE COMMENTS/CONDITIONS �.4/x (or/.r" l 7 , A c , v �4i S S 0,-,6* YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 • PH.: 508.771.7921 FAX: 508-771-7998 • BUILDING PERMIT APPLICATION • DEPARTMENTAL SIGN OFF TRANSMITTASHEET Bldg. Site Location g Phiiv PCI/ `C�' �y" ''' i o A c 9 .26 (0 ,-, Proposed Improvement: Add/ /I n tacci - • Applicant: Pc ici S I CIS K ci Address .Cei•w. t Tel. #: CM 4400 CAI c to Filed: % /5 f k RESIDENTIAL AND / OR COMMERCIAL BUILDING • Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Health Department: Determines nes CompliancePonds, Bogs, to State and TownRegulations, i.e.,Requiland, rements for Septage Disposal and other Public Health Activities Fire Department: Determines mpliance to State and Town Requirements for Personal,. Sa�•ro. Protection ;, i.e. Smoke Detectors, Sprinkler Systems, Etc . V AO 7K- . Signature of applit�an / Date PLEASE NOTE: • COMMENTS: • • --ed101,t Revie i by: WteterDate sion � to Total Construction (914)741-5399 Fred Sieland License#WC-07391-H96 184 Mountain Rd. Pleasantville,NY 10570 Cost break down as requested for proposed addition at 16 Eldridge Road, South Yarmouth. Job. Labor Material Total Excavation & Foundation $ 7,000 $ 2,250 $ 9,250 Framing $ 5,200. $ 6,000. $11,200 10 sq. Roofing @ $240 per sq. $ 2,400 3.5 sq. Siding and trim $ 3,200. $ 2,150. $ 5,350 Windows and exterior doors $ 600. $ 7,330. $ 7,930 Cape Cod Installation quote. $ 3,400 Drywall & taping. $ 4,000. $ 875 $ 4,875 Interior doors & trim $ 2,000. $ 1,100. $ 3,100 Electric quote $ 4,000 HVAC quote $ 1,800 Miscellaneous & over cost $ 3.000 Total estimated cost of job $56,305.00 Sears, Tim From: Sears Tim Sent Friday,July 27, 2018 10:02 AM To: 'fr ds'ielapd@aol.com' Subject 16,Eldridge Rd Attachments: work in flood zone packet.pdf Fred, I have reviewed your application for 16 Eldridge Rd, and there are a couple of items that we need; 1. Review the attached flood zon• packet,and submit completed form and affidavit 2. We are going to need a cost breakdown with contracts/estimates of the work(plumbing, electrical, HVAC, etc.) Please submit these items for review Thank you Timothy Sears CO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us 1 PiR g G iT Andersen Windows-Abbreviated Quote Report Andersen_Project Name:TOATL CONSTUCTION Quote#: 6427 Print Date: 08/07/2018 Quote Date: 08/07/2018 iQ Version: 18.1 - Dealer. Customer: TOTAL CONSTUCTION • Billing Address: Phone: Fax: Sales Rep: ROGER GIORGIO Contact: Created By: Trade ID: 093105 Promotion Code: item Oty Item Size(Operation) Location Unit Price Ext.Price 0001 1 TW24310(AA) $ 426.52 $ 426.52 ROSize=2'61/8"Wx4'07/8"H Unit Size=2'55/8"Wx4'07/8"H ' • •, 400 Series Unit,Equal Sash,White/Clear Pine,High Performance Low-E4 Glass(Each Sash)(Includes 69116'Factory Applied Clear Pine Complete Unit Extension Jambs) Insect Screen,White Nerd from Extarlor Zone:North-Central U-Factor:0.30, SHGC:0.31, ENERGY STAR®Codified:Yes ' 0002 1 1W2442-2(AA-AA) $ 902.74 $ 90274 RO Size=4'11 7/8"W x 4'4 7/8"H Unft Size=4'11 3/8"W x 4'4 7l8"H 1 2 400 Series I' • Composite Unit,White/Clear Pine,High Performance Low-E4 Top/Bottom'High Performance Low-E4 Top/Bottom Glass,No Grille,Perimeter Extension IN-- d Jambs 6 9/16'Clear Pine Complete Unit,Factory(Direct)Applied, Mulling Location:Factory(Direct),Mull Type:Narrow Mull,Mull Prionty:Vertical Insect Screen,White vkmsd from Exterior Perimeter Extension Jambs,Clear Pine,6 9/16',Factory(Direct)Applied,Complete Unit Zone:North-Central Unit U-Factor SHGC ENERGY STARS Certified 1 0.30 0.31 Yes 2 0.30 0.31 Yes Quote#: 6427 Print Date: 08/07/2018 Page 1 Of 2 iQ Version: 18.1 Rem Qty Item Size(Operation) Location Unit Price Ext.Price LI Subtotal $ 1,329.26 Total Load Factor Tax(0.000%) $ 0.001 Customer Signature 0.806 Grand Total $ 1,329.261 Dealer Signature "All graphics viewed from the exterior "Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Ask to see If all of the products you purchase can be upgraded to be ENERGY STARS certified. ASK ABOUT ENERGY STAR This Image Indicates that the product selected Is calmed in the US ENERGY STARS climate zone that you have selected. Data is current as of Apr 201a This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and ceNficalon.Ratings may vary depending on the we of tempered glas or different grille options or glass for high altitudes etc. Nada is a registered trademark of Ingersoll Rand Inc. Project Comments: Quote#: 6427 Print Date: 08/07/2018 Page 20f 2 if)Version: 18.1 Andersen Windows-Abbreviated Quote Report Andersen Project Name:TOTAL CONSTRUCTION MI Quote#: 6422 Print Date: 08/03/2018 Quote Date: 08/03/2018 ' iQ Version: 18.1 Dealer: Customer. TOTAL CONSTRUCTION Billing Address: Phone: Fax: Sales Rep: ROGER GIORGIO Contact: Created By: Trade ID: 093105 Promotion Code: Rem Qty Item Size(Operation) Location Unit Price Ext.Price I II 1 0001 1 FWG6068(SR) $ 1758.68 $ 1758.68 ,i t II ROSize=6'0"Wx6'8"H UnitSize=5'111/4"Wx6'71/2"H 400 Series I 1I j Frame,SR Handing,White/Clear Pine t i._____i I Stationary Panel,White/Clear Pine,High Performance Low-E4 Tempered Glass Operating Panel,White/Clear Pine,High Performance Low-E4 Tempered Glass Viewed from Extedor Gliding Insect Screen,White Hardware Trim Set,GD,2 Panel,Tribeca-White Zone:North-Central U-Factor 0.30, SHGC:0.26, ENERGY STARS Certified:Yes I r (---' 0002 1 FW/46068(SS) $ 1693.76 $ 1693.76 1 11 I ROSlze=6'0"Wx6'8"H Unit Size=5'11 1/4"W x 6'7 1/2"H i' I 400 Series HI�I t Unit, Inswing,SS Handing,White/Clear Pine,High Performance Low-E4 Tempered Glass H Q b I Zone:North-Central LI-Factor 0.30, SHGC:0.24, ENERGY STARS Certified:Yes Viewed from Exterior Coote#: 6422 Print Date: 08/03/2018 Page 1 Of 3 iQ Version: 18.1 Item Qty Item Size(Operation) Location Unit Price Ext.Price • ,;� 0004 1 5'11 1/4"x 6"x 3'0"x P 5.053(F) $ 897.13 $ 897.13 ROSize=5'11314"Wx3'05/8"H Unit Size=5'111/4"Wx3'0"H 400 Series Unit,Trapezoid Type 1,White/Clear Pine,High Performance Low-E4(Includes 6 9/16"Factory Applied Clear Pine Complete Unit Extension Jambs) Zone:North-Central Viewed from ExteriorU-Factor:027, SHGC:0.33, ENERGY STARS Certified:Yes T----- �,� 0006 1 5'11 1/4"x 3'0"x 6"x P 5.053(F) $ 897.13 $ 897.13 ? F'"--s RO SIze=5'11 3/4"W x 3'0 5/8"H UnitSize=5'11 1/4"W x 3'0"H Q_ 400 Series Unit,Trapezoid Type 2,White/Clear Pine,High Performance Low-E4(Includes 6 9/16"Factory Applied Clear Pine Complete Unit Extension Jambs) Zone:North-Central U-Factor.027, SHGC:0.33, ENERGY STARS Certified:Yes Viewed from Exterior j 0007 1 TW24310(AA) $ 426.52 $ 426.52 'L RO Size=7 61/8"W x 4'0 7/8"H Unit Size=2'55/8"W x 4'0 7/8"H it 400 Series Unit,Equal Sash,White/Clear Pine,High Performance Low-E4 Glass(Each Sash)(Includes 6 9/16"Factory Applied Clear Pine Complete Unit Extension Jambs) Insect Screen,White Viewed from Exterior Zone:North-Central U-Factor.0.30, SHGC:0.31, ENERGY STARS Certified:Yes Quote#: 6422 Print Date: 08/03/2018 Page 2Qf 3 iQ Version: 18.1 Item Oty Item Size(Operation) Location Unit Price Ext.Price • Subtotal $ 5,673.221 Total Load Factor Tax(0.000%) 1$ 0.00 Customer Signature 1.914 Grand Total :$ 5,673.221 Dealer Signature "All graphics viewed from the exterior "Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other Items. rim A\ Ask to see alt of the products you purchase can be upgraded to be ENERGY STARS certified. ASK ABOUT Nd ENERGY STAR fiuThis image Indicates that the product selected Is certified In the US ENERGY STAR.climate zone that you have selected. Data Is current as of Apr 2018.This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes we specified by NFRC for testing and certification.Ratings may vary depending on the use of tempered glass a different grille options or glass for high altitudes etc. Nehda Is a registered trademark of Ingersoll Rand Inc. :Project Comments: Quote#: 6422 Print Date: 08/03/2018 Page 30f 3 10 Version: 18.1 8/3/2018 m2o Quote Forth A , Quote Form 2geJILCO WINDOW CORP 135 MAHOPAC AVENUE KITCHENS ob. WINDOM BATH VANMES CO SKYLIGHTS GRANITE SPRINGS NY 10527 MILLWORK • ,. coots 914-248-6100 Project Information (ID#2500781) Mita Project Name:TOTAL CONSTUCTION Quote Date:8/3/2018 Customer: Submitted Date: Contact Name: PO#: Phone(Main): Phone(Cell): Sales Rep Name: Roger Giorgio Customer Type: Salesperson: Terms: Delivery Information Blot Shipping Contact: Comments: Shipping Address: City: State: Zip: Unit Detail Hide All Confl on pitons Item:0001:Ext 30"x 80"TS210 MO 6 9/16"FrameSaver Location: Quantity:1 n Traditions Series Steel 30"x80"Single Door 353.35 'i1 Configuration Options Hit • Product Category:Exterior Doors • Manufacturer: Reeb-Steel EXTERIOR • Product Material:Steel Lt*ga"dOutmm6 • Material Type:Traditions Series Steel • Product Type:Exterior • Brand:Therma-Tru • Configuration (Units viewed from Exterior):Single Door • Reeb Finish: No • Slab Width:30" • Slab Height:80" • Product Style: Panel • Panel Type:Square Top • Model:TS210 • Frame Material:FrameSaver • Handing: Left Hand Outswing httpsi/m2o.edgenetcorrMewPmmect/GetaeslcQuote7Prooectld.2500781 1/2 8/3/2018 m2o Quote forth . • Casing/Brickmouid Pattern:Standard Brickmould • Casing/Brickmould Type: FrameSaver • Ship Casing/Brickmould Loose:No • Hinge Type:NRP • Hinge Brand:Therma-Tru • Hinge Finish: Brushed Nickel • iamb Depth:6 9/16" • Sill:Composite Outswing • Sill Finish: Mill Finish w Light Cap • Bore:Double Lock Bore 2-3/8" Backset • Strike Jamb Prep: No • Weatherstrip Type:Compression • Weatherstrip Color: Bronze • Custom Height Option:No • Door Viewer. None • Mall Slot: None • Rough Opening Width:32 1/2" • Rough Opening Height:815/8" • Total Unit Width(Includes Exterior Casing):34 3/4" • Total Unit Height(Includes Exterior Casing):82 3/4" Item Total:$353.35 Item Quantity Total:$353.35 Unit Summary a,de Item Description Quantity Unit Price Total Price 0001 Ext 30"x 80"TS210 LHO 6 9/16" FrameSaver 1 $353.35 $353.35 SUBMITTED BY: SUBTOTAL: $ 353.35 ACCEPTED BY: TAXES(%): $0.00 DATE: GRAND TOTAL: $ 353.35 Additional Information: I understand that this order will be placed according to these specifications and is non-refundable. All products are unfinished unless otherwise specified and should be finished as per the instructions provided by the manufacturer. Images on this quote should be considered a representation of the product and may vary with respect to color,actual finish options and decorative glass privacy ratings. Please verify with sales associate before purchasing. Unless otherwise noted, prices are subject to change without notice,and orders accepted subject to prices in effect at time of shipment. Prices in this catalog apply only to sizes and descriptions listed;any other specifications will be considered special and invoiced as such. httpsJhn2o.edgenet.eanMewProJects/OelBasicQuote?Projectld=2500781 2/2 fZc sem ' 606 v S� From: Roger Giorgio rgiorgio@jilcowindowcom B Subject: QUOTES Date: August 7,2018 at 12:02 PM To: FREDSIELAND@AOL.COM - - 00- 'FRED, H/C MASONITE 2-6$90.00, 2-0$85.00, 2-0 POCKET$ 130.00 3Ds FRED.pdf Coastal Mechanical Estimate 299 Whites Path South Yarmouth, MA 02664 ,^., ��h�� 508-737-8747 /� �( Tisa@coastaiphc.com MECHANICAL PLUMBING•ELECTRICAL •HVAC • ADDRESS SHIP TO Fred Sieland Fred Sieland 1184 Mountain Road 16 Eldridge Lane Pleasantville, NY 10570 South Yarmouth, MA 02664 I ESTIMATE# DATE - - --- 1857 ; 08/17/2018 ACTIVITY QTY RATE AMOUNT We are Pleased to Propose Labor and Materials for the Following 1 ; 4,000.00 4,000.00' Electric Work at 16 Eldridge Lane-South Yarmouth, MA: Family Room: -5"Halo Recessed Fixture with LED Trim:(6) -Paddle Fan- Home Owner Supplied -Switches(2) -Outlets per Electrical Code i Bedrooms: -Switches:(1) -Outlets per Electrical Code -Smoke/CO's per Electrical Code "All Electrical Wired to Code(NEC 2017) *All workmanship and materials supplied by Coastal Mechanical guaranteed free of defect for a warranty period of 1 yr.from date of ': installation; Permits and inspections included; Payment Schedule-Payments to be made in thirds:40%to start, 140%upon completion of rough,20%upon completion of finish; TOTAL $4,000.00 Accepted By Accepted Date CAP- Estimate E COD Cape Cod Insulation, Inc. " 18 Reardon Circle Print Date:08/08/2018 Page 1 oft 'S U LA l'0 N Estimate#: 727188.00 South Yarmouth,MA 02664 TDate: 08/0 /8/2018 film' P: 508-775-1214 er #: "'"; F: 508-778-5735 Plan ID: ?.. '"' E. Sales Rep: Keith Presswood . "V' °� Phone#: 508-775-1214 tir r1: W: www.capecodinsulation.com Email: keithpresswood@capecodinsulario Customer Name: Job Name: Seiland,Fredrick 16 Eldridge Road 184 Mountain Road 16 Eldridge Road Pleasantville,NY. 10570 South Yarmouth,Ma. 02664 P: A: F: 1 r. DescriDt FIBERGLASS PACKAGE: Package Accepted(please circle one): YES / NO Air sealing performed w/ECOSEAL spray applied water based sealant Cathedral Ceiling w/10"R38 High Density Kraft Faced Batts (16 OC) Cathedral Ceiling Proper Vents installed in entire Cathedral Ceiling Cathedral Ceiling 1/2"Ridged Board cut to fit between strapping Walls Exterior w/5.5"R21 Unfaced Batts installed (16 OC) Walls Exterior w/4mil Polyethylene Vapor Barrier FIBERGLASS PACKAGE TOTAL: $3,400.04 (Package Is Included In Total) 0 % :.:2.6:: ::::.i. .5.rs".. :;-'.. 44 0°1417' N'f'iPl...liY ��/� 01240126 k Hyannis l/ Shepley 40 Account:SIEFRE 0003 216 Thornton Drive Branch:HYA Hyannis, MA 02601- Phone:I I- - Phone:(508)-862-6200 Fax:1 )- - BILL TO: SHIP TO: Fred Sieland dba/CASH ACCT Eldridge Road l,., S G X Total Construction 16 Eldridge Road 184 Mountain Road South Yarmout MA Pleasantville NY 10570 Page 1 of 1 !XP,DEW DATE:;:...-08/08/1 ALES:HYN Counter..,:.::TYPE::,WH :, ., _ [;..: : ....;::.v SHIP VIA;:..:: ` .....:::5.,.,... FRT.TERM:':':.,_: ... . . ... 1CTIVATION DATE: 08/06/1 AGENTSC Geishecker ; . QUOTED FOR:.Fred Sleland :: :::.'::'r r : : :: . : :::.— :: :.. ;LOSE DATE: :' 09/05/18',rf::.';: ::.'.'' QUOTED BY; Cgeishecker . AUTH CHO: Fred Sfeland 914.400.8875 . :. lUANTITY:_ .ii1)OM :::.:i:..::.-.:::;:ITEMIDF,SCRIP ION..: , ; <; jQ.-77.6-c',`;^ ?:'r;S:ii"'.::. , ..<; .:::7.:' PRICE/ OM ; r :AMOUMT'':: 14 PC 2X4-12' PT, #1 Prime SYP MCA Ground 12.88/PC 180.32 Contact •End Sealer Must Be Used With This ProductlUse(tern # 3540243 •Woodlife Copper Coat 234 LF 11-7/8" I-Joist, AJS-20 2.65/LF ' 620.10 (PC) 13/18' 10 PC 3/4" -4X8 OSB, Advantech T&G 40.41/PC 404.10 45 pc/unit 30 PC 2X6-14' SPF KU #2 & Btr 12.00/PC 360.00 18 PC 2X6.12' SPF KD #2 & Btr 10.40/PC 187.20 10 PC 2X4-10' SPF KD "Premium` 6.08/PC 60.80 2 PC 3-1/2' x 34/2" x 10'VersaLam Column , 52.21/PC 104.42 10 PC 1/2" -4X8 Blue-Stripe Plywood,CDX ; _ 25.69/PC 256.90 4-Ply Fir/Spruce 68 pc/unit.: 28 PC 2X10-12' SPF KD #2 &'Btr . 19.08/PC 534.24 10 PC 2X10-8' SPF KD #2 & Btr 12.72/PC 127.20 36 LF 1-3/4" X 16" LVL 1, L 9.15/LF 329.40 2/18 16 PC 5/8" -4X8 Blue-Stripe Plywood, CDX - 32.69/PC 523.04 4-Ply Fir/Spruce 55pc/unit " SUBTOTAL .3,687.72 MA Sales Tax 6.25%, 230.48 y This Is an estimate only and not a guarantee of total job cost.This estimate based on the information provided to us and its accuracy is dependent on the accuracy and depth of that information.We ask that you review quantities and specifications contained herein with us prior to ordering so that we may supply you with complete correct materials.This estimate is good for 30 days from the date of activation shown on the quote.Any special order Items are non returnable without prior approval and may be subject to handling charges If return is allowed. Accepted under the conditions outlined above. by: Date / / PAYMENT TERMS: Total 13,918.20 5% Contractor Cash Discount /C.-quai ..:1,:::c;.:4:>;.,:i:„ : -.: : ,::,Th-::: ::::i.• t71-41!%Pl,t%Ire 01240502 Hyannis Shepley Account:SIEFRE 0003 216 Thornton Drive Branch:HYA Hyannis, MA 02601- Phone:( )- - Phone:(508)-862-6200, Fax:( )- - BILL TO: SHIP TO: Fred Sieland dba/CASH ACCT Eldridge Road Total Construction 16 Eldridge Road PIZI5C-E, 184 Mountain Road South Yarmout MA Pleasantville NY 10570 Page 1 of EXP DELV DATE: 08/07/1 i ALES HYN Counter . TYPE: WH : : : .• : .r.- SHIP VIM ' • • ..; :: FRT TERM: ACTIVATION DATE: 08/07/1 GENTSC Geishecker : OUOTED FOR i:Fred Slelarid F CLOSE DATE: • 09/06/1 : : : DUCTED BY; :Cgeishecker :: AUTH CHG: Fred Sieland 914-400-8876 : . : bilAN-dit' UOM :.:::; :r*:%citEM)DESSOPtIoN::;0 tHt:'.4.:;±::(-:::: ::r1)::: ti4" "'".."‘ ''''';:l:t: ::::::::PRiaiiijOilill::-*:'::!AMOUNTS 8 PC 2X4-12' PT, #1 Prime SYP MCA Ground 12.88/PC 103.04 Contact *End Sealer Must Be Used With This ProductlUse Item # 3540243 -Woodlife Copper Coat 180 LF 11-7/8" I-Joist, AJS-20 2.65/IS 477.00 (PC) 10/18' 6 PC 3/4" -4X8 OSB, Advantech T&G 40.41/PC 242.46 45 pc/unit 6 PC 2X6-14' SPF KD #2 & Btr 12.00/PC 72.00 20 PC 2X4-14' SPF KD #2 & Btr 8.96/PC 179.20 7 PC 1/2" -4X8 Blue-Stripe Plywood, CDX 25.69/PC 179.83 4-Ply Fir/Spruce 66 pc/unit 14 PC 2X8-12' SPF KD #2 & Btr ;, 14.27/PC 199.78 35 PC 2X10-8' SPF KD #2 & Btr : ; : 12.72/PC 445.20 SUBTOTAL 1 , ' 1,898.51 MA Sales Tax' . 118.66 This is an estimate only and fiat a guarantee of total job cost.This estimate based on the information provided to us and its accuracy Is dependent on the accuracy and depth of that information.We ask that you review quantities and specifications contained herein with us prior to ordering so that we may supply you with complete correct 21 materials. This estimate is good fOr 30 days from the date of activation shown on the quote.Any special order items are non returnable without prior approval and may be subject to handling charges if return is allowed. Accepted under the conditions outlined above. by: Date / / PAYMENT TERMS: 5% Contractor Cash Discount Total 82,017.17 From: Coastal Mechanical quickbooks@notdlcation intuit.com B 5��"""�„ Subject: Coastal Mechanical-Hvac Estimate for 16 Eldridge Lane t Date: August 10,2018 at 12:35 PM ,. To: fredsieland@aol corn Cc: james@coastalphc corn Dear Fred Sleland, Please review the estimate below.Feel free to contact us if you have any questions. We look forward to working with you. Thanks for your business! Coastal Mechanical — Estimate Summary — Estimate 1r: 1830 ' Estimate Date:08/10/2018 ' Total:$1,800.00' ' ' The complete version has been provided as an attachment to this email. Cash'Ms at'' Estimate 299 wlrtes Path South Yarmouth,MA 026U Co st al sue-ray-ern-11747 b a @coasalphe corn MECHANICAL P14M8tM6•t1Et771xle•INAC jleo 70...,__...._._..____________"1 i Fred&bland Fred&eland I 1184 Mountain Ran! , I I6 Cssndge Lane i IPbasanMlla NY 10570 i South Yarmouth,MA 02864 r iirrokrtr Galt__ i 1830 08/10.2018 We are Pleased to Noon.Labor and Materials for Ito Instananon of- 1! 1.800.00 1.e7000 I she Following: { 1 Instal 141 New Supplies and(2)Returns to New Dining Room and : aedmon Areas t i Al Materials and Labor 1 1 Al workmanehp and materlsh suppled try Coastal Methanol t guaranteed treed dated for a wananry period of 1 yr from dale of I mssafabon; 1 {'Payment SchedJa Payments to be made In two pain: 112 as j Deoost and 1.2!hon Completion _.._ _._._ 1 __......_„1,. . TOTAL $1,800.00 Accepted ay Accepted Date Appraisal Services of Cape Cod & The Islands, Inc. 1292 Route 28, Suite 7 South Yarmouth, MA 02664 Office (508) 394-9257 Email: appraisal@,ascci.com web site: www.ascci.com August 5,2018 Mr. Fred Sieland 184 Mountain Road Pleasantville,NY 10570 16 Eldridge Road, South Yarmouth, MA 02664 (Building Only) Dear Mr. Sieland; In accordance with your authorization, I have prepared an estimate of the replacement cost new of the building(only)of the property at 16 Eldridge Road, South Yarmouth,MA and its"as is" depreciated value. Site improvements and land value are not included in the analysis. The purpose of the appraisal report is to provide a market value that reflects a 100%of the depreciated market value of the structure. Market value does not refer to the conventional market value typically used for bank financing or buy/sell decisions. The term market value within the 50%FEMA rule refers solely to the structure without the underlying land value and not derived through income or sales approaches. The appraisal report will provide a basis for the 50%FEMA rule. The appraisal will not be fully understood by users other than the owner of the subject property,the contractor and the building department. The intended use of this appraisal will be to assist the client with the 50%FEMA rule. Intended users of the report are you as my Client,and the Yarmouth Building Commissioner,for the stated purpose. The report is not intended for any other purpose nor are there any other intended users. Appraisal Services of Cape Cod& The Islands, Inc. 1 , YY The National Flood Insurance Program (NFIP) regulations do not define "market value"; however, two basic NFIP requiring are noted in their SI/DI Desk Reference: • " Market value must always be based on the condition of the structure before the improvement is undertaken or before the damage occurred." • " Only the market value of the structure is pertinent. The value of the land and site improvements(landscaping,driveway,detached accessory structures, etc.)and the value of the use and occupancy (business income) are not included. Any value associated with the location of the property should be attributed to the land,not the building." The date of inspection for this assignment was August 2, 2018. This cost analysis is based on the quality and condition of the building and including the updates and remodeling: entire structure has undergone renovations to the interior and exterior of the home over the past several years. The written cost analysis, attached, has been prepared in compliance with the requirements of Standards Rules 1 and 2 of the Uniform Standards of Professional Appraisal Practice (USPAP) for real property appraisal assignments, 2018-2019 Edition, and applicable guidelines and regulations. A cost analysis reflects the building component of market value as required by NFIP regulations. This report is a summary cost analysis of the building improvements (only) and does not include underlying land value, furnishings, personal property, or the value of site improvements such as landscaping, parking areas, walkways, septic system, and utility hook-ups,as required. The improvements were constructed in 1950 and purchased by the client in 2004 and has undergone a full renovation to the interior and exterior of the property with custom finishes. The concrete block foundation is a crawl space. Dimensions of the home are 24'x 30' for a total of 720 square feet of living area. There is an attic which was finished into storage with built in shelving. As stated, this cost analysis is based on the condition of the improvements as of August 2, 2018. My judgment of the interior finish materials and condition as of that date is based on my physical inspection of the property, an interview with the client. Overall, the interior improvements as of August 2, 2018 were of custom finishes and good condition. The scope of work included a physical inspection of the interior and exterior of the Appraisal Services of Cape Cod& The Islands,Inc. 2 • , . building and development of a cost analysis. Cost data are based on the Dwelling.Cost Replacement Cost Estimator manual supported and adjusted by local builder estimates. The sales comparison and income approaches are not applicable to the assignment and were not developed. An opinion of the site value,other improvements,and site improvements has not been developed or provided. In this regard,the scope of the assignment is fully disclosed and should be clear to all readers,which meets the test of both USPAP and NFIP regulations.Additional supporting documentation for factual information,reasoning and the analysis is retained in the work file. Based on the attached cost analysis, the depreciated value of the improvements, as of August 2, 2018,which meets the test of"market value"as required by NFIP regulations, was: One Hundred Twenty-One Thousand Dollars ($121,000) Yours truly, 04Aton---0440 Amy Duffield MA Certified Residential Real Estate Appraiser License#2415 Appraisal Services of Cape Cod& The Islands,Inc. 3 01-Y TOWN OF YARMOUTH ei : z BUILDING DEPARTMENT ',;w;x 1146 Route 28, South Yarmouth,MA 02664 Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Owner's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: /6 t/O ✓ / dr Pc ✓oJJ /A yqr...-t. ov /4 Parcel ID Number: II 49 33 //;'c. c / 3 0 7 Owner's Name: Fr' c/ S / c- 6 sn / �i �7 1 / Owner's Address/Phone: /4y / loot/y suet. Rd IO/e4 4Kltj, i/c N'/ !03-76 Contractor: • Contractor's License Number: Date of contractor's Estimate: I hereby attest that the description included in the permit application for work on the existing building all improvements, rehabilitation, remodeling, repairs, additions, and other forms of improvement. I further attest that I requested the above-identified contractor to prepare a cost estimate for all of the work, including the contractor's overhead and profit I acknowledge that if,during the course of construction, I decided to add more work or to modify the work described, that the Town of Yarmouth will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that I have or authorized repairs or improvements that were not included in the description of work, and the cost estimate for that work that were basis for issuance of a permit. Owner's Signature: ( ag(Pa) Date: /i>/201 `d STEPHANIE J.CAPPELLO • =t NOTARY PUBLIC lie,---A, Commonwealth of Massachusetts Notarized: '1 ; � My Commission Expires • .T.• November 12, 2021 Substantial Improvement Worksheet for Floodplain Construction (for reconstruction,rehabilitation,addition,or other improvements,and repair of damage from any cause) Property Owner, rice( S „Jeri ci /`J3 9 Hove&t tLe. /C 2P4,+-.e e//ae Address: /( e- 401.6,y 1<4 S, 7 9�a�.o n it , Permit No.: t 1 ll , Location: /(O 6 /I. '4. Ed .5. Yy✓t.c..QQQ✓/ • Description of Improvements: Aline i e n ilqi'�,y, /y 70cs„y /�36 d,r . •.x.. alt'. > • isbPresent f3<fie.:'i.arken..�t...i..awSeLb.YMoT,ti..s..}1t,?•u..YcGae ONLY( ...>_m.._Mke,frvip..p.'C.arac.nnisa..•>lawyra:Aard):•, 32ed:w••,•:u�.e.,., :':�.•1c�<w'N'"?•�''ti\4.15. �w'...Y.vw'SCfsx.5s..-.": •.' .M:_s.T� ;: �i�, . „ x: .. ' 'v „ „ .ass O*Foi#Ex ,,ver' :or3da1 -0sr t.: µ ,.'.,t 73oalrtev•¢ . ' pp7‘/ �/ , :. Ye?';'<r;:t1, `2T;^<.. x .p s:Wii h% 'CiDS�LI;F:':2< 91fibYYt tt .3 ,. :r ` +.i X ,F' ,'.z ` i'.. ix. yu: %:^::a�,y”. Y.:,' • Y w .MM",/�`.i "��'r;. .,tJ }} I TV.'ar:.' x+.'24:• .:"�, ":'%'�;.w.:<. ,F .:=5».°4:v iJ1i'F�'``.... .^v= '.(; } k. . �'n`I:.:r.:.: �f, tAL1ti ilfttre' S it.,-.:",.,2:,.r. �:�°� �?�s�C�prS",:'� ee�ter�s.�4�ibra}i�deye�hiar;�.r' � � `�ti, .. 5�.�r'�)S;;�r � $ -Yea/345-d` 'r. rkvl X.:A .,,y'...i. � i;,,:�};y,.,,..Y_:• • ).,.,_ ^'.�.'..: .:*..<.�. r7. e..$ g .. oy.r � arr.'s 'r:•.} arjud9.:ofdlant'ar7abDr, f7Hdona)BdSvpjiiies""e•.;;= ' f j'�""'•4'.r,.' #': „uaT <5;` • . �r:; s;.wy;; -.`,v".r,�:, '.M.re a_i.-: )..F :' Ja:;..+ :., ,Y a.'.f"i•' :;a a<r.:i'..�':ri"'`.A� y, uL:.'i>J' x"$i.�.��-.'�.i'W . _ '..j.�,::r. .�•.v.'.�')n*Tq':� ... r M ifn.': .i+SiG.'"•, 1....g:�•'..ugrpal: *4,':Z;i.>^,3'{4if1: ^.6v LL412:t "••.a-tR.f.iYv4. -4-6;..5". .. oabfimProvemerA{�CostfoR�lr� v.- £'tit�' �' �^• �tw - .'1�• /oi> :.� '. ♦� .t�„ � s 9i�lgeg�Y:=:d��i:S«."ss.<.»' , �rZ JCS > 1ltdrkeL„Y 1-9. -;Jr^...(r::Lr`:-3�.c' '."-> tl t"ry:Y'..J.43' 'i �yq,;.rt),47:14?..:I.:R _ + �,:?•;`.#::'b,�_.8.-e:�}., ".. .. ,.....,'.ri.:?aer2T'".,..:i«ca " flu'i..xrJn:<�.$'.�.'L:2a..S •:,.z�'�St'.<r:'e:i. t�Jbe.rL":'.. ..:< H ratio is 50 percent or greater(Substantial Improvement),entire structure including the existing building must be elevated to the base flood elevation(BFE)and all other aspects brought Into compliance. Important Notes: 1. Review cost estimates to ensure that all appropriate costs are Included or excluded. 2. if a residential pre-FIRM building is determined to be substantially improved,it must be elevated to or above the BFE. If a non-residential pre-FIRM building is substantially improved,It must be elevated or dry floodproofed to the BFE 3. Proposals to repair damage from any cause must be analyzed using the formula shown above. 4. Any proposed Improvements or repairs to a post-ARM building must be evaluated to ensure that the improvements or repairs comply with floodplain management regulations and to ensure that the improvements or repairs do not atter any aspect of the building that would make it non-compliant. 5. Alterations to and repairs of designated historic structures may be granted a variance or be exempt under the substantial improvement definition)provided the work will not preclude continued designation as a'historic structure.' 6. Any costs associated with directly correcting health,sanitary,and safety code violations may be excluded from the cost of Improvement The violation must have been officially ' d prior to submissio of the permit application. Determination completed by^ / Date: 31//7 /20 /CC cntz>a„-eic---'------0-4,,., ,„„,,, ,,„eszl.,, „ ...„. ,,s,.-• sc.__ .,,, ,,,r4,,„ ,, „,..,„41 ,-,,,,n„,, _..„4i'145,,.e.rt,„, , • _„_.,_ s-,400,,,,k..e.,,„ ,....., ,,„0: 'Fi-:-.74-:',.ii-A”1.1?),.•; , '*.e*.ii:.-14,-,,,r ;; ;-' --;;4•:,-,,,t-...z.u7,-,;:::,,,,,,f,,,AA A 6,:c*,.:,,rir;":.447„;Zt4.V"•",';:a*:14.•:•,,t;-:.;;T:, c4: 'YlifkiehLt '1:f!":!\-ktilc.: NF----44,,,r-"1:tte„,,----...;,-;- .-7.9!kr,---,-+---31:r--tit,--Ar,---,;...- II f ,:get;c;,-. nr tt tt"' 4:2•04,4."..! ' gol::V.4c,!,.. -14- !!0, 6/..04N1 " rtrOntk, ! DE4,;.!!!! ;':;?im ten: rity :az, 44.it;ipt.4WevNittregenit, atOoteliosPeprkit;ittria.41463/4*! it="tieleiiiri(Wlitrilekits!),,Irge,a :i. .7 ,,,. tic• in.,,...i m.I,(4 ii, 2 41, i If 4401 = 1int'--..' VA! - ,-i . Italy t',“,.4_WM , %,i•,„ 0414#1,*Iti *I),1 t >SAW .,;;' it _ I y,,,,,z.......,,-t.....„,tiisyz J.1;,-:,,,_is,y v, .4,,..,v. .,,,,fr&/ Lon") 40:7,..c.let ttossies,-"saLfs 1.2,4,,,,,-"antr, 11101 $:1:1,-:,-;_a3111 4T+4 igiii,,?:2;k1W-F-141,10,,,ZS.'4;:ritaiSt012.1 r;!,,,f1s:lass.t.enL,";=n;11,,,:r.,iffaV; •.9_6,:li$4;,,.;"--%,': 'V, 4 fhtli-LA•4:4*,5 • -1W:.$4.1A4k12 SD) Vsn: *A.j47,18:0:0:460:0:0:€066A0A:0:0:4/.•:“.•11.encto:dx..crEcce.ecco.co:cir iEctocce,ce.co.cco:•:co.e.c•No ccowe:•:*.o.....:*:•:•:•;:co:co•cc*co•o-cere:co.•:•:•••*:tonowEctEco:cco:cce:owccote:.:•:Ece:coArcolow.:;:t .:4\ , • , , W estchester ,., ......, .. , ., , George Latimer : %,-., ,i, 7, , 7 „ ,...-__ ,: ; James Maisano !tim.....1f,„-:•:!!;:, N.C:()M Westchester County Executive „ go .., Director,Consumer Protection , f, filoirsci.%""V - „ : ‘e-r. , , : , , , , • • V.A. OA A tk2kc-,-*J, •-t :;t•-,, --- -,,,z,,P 1 Vtret' / I - Department of Consumer Protection ' 00)7Zil I ; - II r43,"I, • 4,,, .,.-,4---...r_ ..:• ( Home Improvement License .. ,").t..„ : - TOTAL CONSTRUCTION t "401300) ,t,ty ''' ;411 t 1 ;1 t* -., • ''04--LSA'A iPI .5?-4_SEt ( '.‘f: -•‘77.744'.;ts I 1 M M 0 U N TA I N R OA D PLEASANWILLE,NY-10570 '::,..tz;;--- Acts i t • iik, g-r,' \-V.1/ konon•ral, a P.- " SAM) 'AI a jt•E 1 SY •kr.Fr,' i " 3-7 : :•••*1-:)V : ..$ 1 ..5.*:. -4 -t 4 ( 41.tt Lts'r!::'•:°. : „ This license is issued in accordance with Article XVI of the Westchester County Consumer Protection Code and is valid only upon presence of the official department seal. i 17.7:,4• 4 1 “---. -tr., 4.6 4 -brVA5' 7! '..,,,,if-F4 ger.k., /.•/ • s' ;b 44— ..,.,A.• le t "'" 40•10);) 0 0"40, i ' COnS% .1 , •:,4,' ..s '1,i.P, „ PI " 0 . " • 4-S 4-''''.•is23, Ai' License Number, A .{ • ' r S Date of Expiration a Fri•74,-Y ‘,',i- /: r40:4';Z:a• i ; aa 41 ' , 4 g• ' :, trAy tia , . 0 WC-07391-H96 ,,' ,) i 4 ' ,;.)/ , , 03/08/2020 ' ti 2 ••••,,, t*., , ' Ih ( , : ,, , , : •t•,; tss 71 1/2.4,1,-rik q,:el <OpteM - ., J, : -- ', 11 ' '' - - • atis.-1,, _„,:;f9 Ster totitto t ';° 1 . •i 1 . • . 4 Pshig 77.--, :3••.., A:4;k ..,74),...°4.ixo:co:ccoxo:cco:co:co;o:•:co:co:coNno:co:ce:co:o:ccco:c•ugo:cco:ccrgo:co:cox.:•:•:ce:•:o•:cougccotixEcce:cco:cco.o.co.c.cows:o:4,ccEciko.cce:co:co:ce:co:*:•:•:•:•:Eto:co:ounowco:co:•:cox.:•:•:*:4 " ..-..S,P t•Cffitel») 1/4"4.111},t4XXWB:4"CirtA&A*Tinlio 07,77111,,r6Z- Pit 17,47:W, ..S.,Z7174:17,-.72s_ F„-‘,.. (15War .7 . Zig 1171177•77)474tV* tn;SWZ1RR -17774';iiiToycg-77j714:k7P,01 Er,. .,,Thiiip '0101414 pup wham:qv 404 Mii ve 4001 wiu vit 'No' quo vit, 4404 v4i nw, 414.4110\vp iv:, 1/440...,,‘IT,4ett si.v.0 ri,sou i op ifiww, - 2-.".' .\ ,-,, „A„3,40.ffv.,,,.vio, ,,i,to 1,s72.,,toli,.40‘,..,„,.3,4,:og,r4,1,t,tv„...tater.l. , It, 224,,,A,,,,f 4.,,,, •th on 1.4,41..te7.•...Atm",tizit.(e06,vssy,a fiti"tip., ....ei,;EA f tz.....,....orktivhrst .,;..: '4i:\ OA' 0 kiiAttli:o-...,f 1w4,040.34'..8,..11/44;40i-,4 :: •tir,tfla.• :.. CO:40g 5:. Ile.,57014 A, Vel A ilea', .1! riv,:Avq,k,u4“ ot._144,0;;:esoil ,P, R",4%.\ If !-I. - ...4.\,,..,..: . : . !lei,- ;,,,+!!!', : .0,<;:::.-.4.P,', , 6 e. ...: ,!. ...... :.:4 v .,,,,!,,.....6 3i,: .....pu: ,;1,1 ::.- :<••• .. -4s; : ...f.t., ...:0,„.: ;.."4-:.,„..--/14, 2-,...,Q:. , :AlA::: mil ..,,5§. Tc...- I.645,1>...II 4'4>:..4..:0` -4,.!...,*.4........y.k6r).4,1*--,- -*Ss-4r;'-'4t,'''.4t.v..kr, '''‘L'"' •*•Ks".•••-:!:-(.4.-M:401...;;;:tr.A,-'•*??..04.41•'-',..v ..s.•*.•k‘Air • le- 4•;t5.x.cr.j.--Z,- 4S•.-04"..;''''''S''.44'44)) '‘4,01"•:,,,,,,-*,,c;:ati‘n:xte...,„------.. ..,:r1429,7„...-------.K Zia "2-------.< :'' , ' ,,,------,coar.-----------;„ ''''':',"____.-------....4.-....Z....; ..,.. '.Z.,,,-- ---....(7,4`' '''' >,-- ----,Zr•-1;:m.-4:te--------,...,_.4---'"•,/I NOTE: THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS BASED ON AS -BUILT INFORMATION j ON FILE AT THE YARMOUTH BOARD OF HEALTH: CONTRACTOR . TO CONFIRM SEWER LINES AND SYSTEM LOCATION PRIOR TO EXCAVATION. II REVISIONS: N0. DATE DESC. CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION. AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE 8 INSTRUMENT SURVEY AND AS SHOWN ON. THIS PLAN ARE CORRECT. LOCO S INFORMATION CP"~ O PROFESSIONAL LAND SURVEYOR DATE CERTIFIED PLOT PLAN WITH NOS LOCUS �Z CURRENT OWNER: FREDERICK SIELAND LOT COVERAGE: 1,278/9,567 = 13.3 ELDREDGE ROAD IN OPG RO 7,N MASSACHUSETTS (BARNSTABLE COUNTY) (HOUSE, DECK & GARAGE) D Wp,MpP TITLE REFERENCE: BOOK 19265, PAGE 90 LOT COVERAGE: 1,436/9,567 = 15.0 7.1m FREDSIELAN D®AOL.COM OBSC LIQ 349 Main Street, Route 28 West Yarmouth, MA 02673 508 778 8919 © 2018 The BSC Group, Inc. a 0 2.5 5 10 MEMM PLAN REFERENCE: BOOK 75, PAGE 27(HSE./GAR/ADDITION) CALC./DESIGN: P. HAGIST cin CHECK: CRAIG FIELD FILE: 8975-CPP.DWG DWG. ` NO: 6513-01 SH1 OF 1 EET JOB. NO: 4-8975.01 �^ ASSESSORS MAP: 33 OVERLAY DISTRICT: NOT IN A ZONE 11 a PARCEL: 307 a pFt• ZONING DISTRICT: R-25 FRONT 30 FEMA FLOOD ZONE DISTRICT: ZONE AE (ELEV. 11) N ORE SSV SN Np V SETBACKS. SIDE 15' MAP 25001CO589J DATED 7/16/14 ,Nrv1tCE� SO REAR 20' NPN MINIMUM LOT SIZE: 25,000 S.F. LOCUS MAP LOT AREA: 9,567± S.F. NOT TO SCALE N/F N F MARILYN D. PRATT STEVEN E.. HILL MAP 33 . MAP 33 PARCEL 306 PARCEL 299 S88'15'45'W 157.97 C) w GARAGE GRAVEL DRIVE WAY - CA . ' 25.9N/F J Q #16 ONE - - rn ! THOMAS J. CRON!N STORY DECK N/F MAP 33 WOOD FREDERICK SIELAND w PARCEL 298 FRAME MAP 33 FF=10.5 PARCEL 307 85.5° J N � *;0. O N N 0 O N C1 ' S881545"W 152.26' t PROPOSED 30'x17' ADDITION ON CRAWL SPACE - N/F N/F WILLIAM T. BAXTER NANCY F. SCHNEIDER MAP 33 MAP 33 PARCEL 297 PARCEL 308 NOTE: THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS BASED ON AS -BUILT INFORMATION j ON FILE AT THE YARMOUTH BOARD OF HEALTH: CONTRACTOR . TO CONFIRM SEWER LINES AND SYSTEM LOCATION PRIOR TO EXCAVATION. II REVISIONS: N0. DATE DESC. CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION. AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON. THIS PLAN ARE CORRECT. OF CP"~ PROFESSIONAL LAND SURVEYOR DATE CERTIFIED PLOT PLAN WITH PROPOSED ADDITION AT ELDREDGE ROAD IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) JULY 9, 2018 PREPARED FOR: FRED SIELAND 184 MOUNTAIN RD PLEASANTVILLE, NY 10570 (914)440-8875 FREDSIELAN D®AOL.COM OBSC 349 Main Street, Route 28 West Yarmouth, MA 02673 508 778 8919 © 2018 The BSC Group, Inc. SCALE: 1 " = 20' 0 2.5 5 10 MEMM 0 10 20 40 Fw PROJ. MGR.: CRAIG FIELD FIELD: C. ARNOLD CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 8975-CPP.DWG DWG. ` NO: 6513-01 SH1 OF 1 EET JOB. NO: 4-8975.01 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Float Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 . SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE • Al. Building Owner's Name FREDERICK&KARIN SIELAND Policy Number. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 16 ELDRIDGE ROAD . City SOUTH YARMOUTH State MA ZIP Code 02664 A3. Property Description(Lot and Block Numbers.Tax Parcel Number,Legal Description,etc.) ASSESSORS MAP 33,PARCEL 307. DEED BOOK 19265,PAGE 90 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.-41-38-58.0 Long.-70-12-54.8Horizontal Datum: 0 NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 736 sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings In the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade Q within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings In A9.b N/A sq in d) Engineered flood openings? 0 Yes ® No d) Engineered flood openings? 0 Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 131.NFIP Community Name&Community Number 82.County Name 83.State YARMOUTH 25001C0589 BARNSTABLE MASSACHUSETTS 84.Map/Panel Number 85.Suffix B6.FIRM Index Date B7.FIRM Panel 88.Flood B9.Base Flood Elevation(s)(Zone 25001C0589 J 7-16-14 Effective/Revised Date Zone(s) AO,use base flood depth) 7-16-14 AE 11 810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. o FIS Profile 0 FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ® NAVD 1988 0 Other/Source: 812. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes IS No Designation Date:_ 0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings' 0 Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters.all Benchmark Utilized:GPS RECEIVER Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 g NAVD 1988 0 Other/Source:_ Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement crawlspace,or enclosure floor) 7.4 ®feet 0 meters b)Top of the next higher floor 10.5 ®feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) N.A co feet 0 meters d)Attached garage(top of slab) e I N.A ®feet 0 meters e)Lowest elevation of machinery or equipment servicing the building 9.$ ®feet 0 meters (Describe type of equipment and location In Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9.2 ®feet 0 meters g)Highest adjacent(finished)grade next to building(HAG) 9.4 ®feet 0 meters h)Lowest adjacent grade at lowest elevation of deck or stairs,Including structural support 9.0 ®feet 0 meters • SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.1 certify that the Information on this Certificate represents my best efforts to interpret the data available. ' I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001. *fief ® Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a IriT r`l ❑ Check here if attachments. licensed land surveyor? ® Yes 0 No L a Certifier's Name CRAIG A FIELD,PLS License Number 38039 Flap w No.35030- Title SURVEY MANAGER Company Name THE BSC GROUP,INC. , Address 349 ROUTE 28,UNIT D City WEST YARMOUTH State MA ZIP Code 02673 iliNtillUie' Signature �ger? , ate 10-30-2015 Telephone 508-778-8919 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMpORTAI T:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. , 16 ELDRIDGE ROAD - - City SOUTH YARMOUTH State MA ZIP Code 02664 Company NAIC Number. ' SECTION D-SURVEYOR,ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments THE WATER HEATER IS IN A ROOM ATTACHED TO THE MAIN HOUSE.THE FLOOR OF THE ROOM IS AT ELEVATION 9.8.THE ONLY UTILITY IN THE ROOM IS THE WATER HEATER.THERE IS A OPENING IN THE DECK TO ACCESS THE CRAWL SPACE.SEE ATTACHED Signature • Cu Date 10-30-2015 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,If available.Check the measurement used.In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ._ 0 feet 0 meters 0 above or 0 below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is _ 0 feet 0 meters 0 above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is _ 0 feet 0 meters 0 above or ❑below the HAG. E3. Attached garage(top of slab)is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number Is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes 0 No 0 Unknown.The local official must certify this information In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 0 Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.0 The information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.0 The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: _ 0 feet 0 meters Datum _ G9. SEE or(in Zone AO)depth of flooding at the building site: __ 0 feet 0 meters Datum G10.Community's design flood elevation: _ 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 16 ELDRIDGE ROAD City SOUTH YARMOUTH State MA ZIP Code 02664 Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View.' When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. FRONT ELEVATION di. %- ) 'c .a • lig'` — �w�iw,'.` X. '"t 3�µ, - ♦ ,,d. may'. x n P w '4 r ♦ f. i ',t're 7-"Y"' '410...„01,4r4.2 ot.+-„"-‘` „4. ' 7 '"., .* • ^' ♦ y, .M 4 . 3 '' I- .btfit.e1. r �y h ,„, . w �"•"". u.ww"3."'i1..a..i 5+... ..... ..._�,. ...a..... -.. X•,., u......1,s . ... (.APRbbYyR�L t r ......•,., f �.qw.A +r t ' ' 1 Pier f i �' 4F �. 't 1r�:� ..r r 1-17."''Y n,' rxi ii+YHIrl iZ' Snit.' ,4` t . " . .41..., - 1.... 'MX A "!tin L�e• Itt'R`Y t . { y,; M aft y✓ 'A ;tick �I a JYY M. Et .Y t ,),.14.,;,...r.}�i'Mls w >tie Y ." - tz YNk �'...,„?..10...44..,‘I ` e „' e -, .. 'k , rr n t".."41,4r t"- 'I 5.�I P' i 'F3l.:" ‘.""‘.11:*.;‘' "A.11 aY �Vm '.Irg yY ; ^W'“er.Sw -' 'Tv � �. r + .x�l' A xqa ,j, 51, i.'♦`A 1 ,.. ,ui fib. - 4►w y'F S 4N ♦ 'f1-"'."_' ..... < �. d .Q " M x S♦VM+"d . .Mw•rrnw. 'a•-r..rv�•J ; _ 6S f c +1` r- .. ” 't '#'4.\4 ' "y- �ti 'f'le•. 44 •'sa s M.t4.11-a,+ - .4x•'. ..A^+Mr"J' ,5CT :•a,° "---"4. a. ., 4 t " "*''a-" 4,-,'::-.21:::!.`,-.'d tl c�</5 X, -;7- xt x ?..-4j .f ♦ t. } " .mow -, q hi t-„, w. 1, 1b fel,s.,,,. /b�, ,�V ::•,:!%.?:-_, J1 . .1/44;- to `} <aX b1 l.� .j,.. ".ni �, a rt t'rt Ta Mr "a' �'r�"(P � <yb'«. sak. >,4a r-t+C..»'! , ,ay:n ,)n°k R C"`s,,,;i'� tw ' A +� W ay„t•r , z L-'i sp a„ 4.... 4 - :,,?-4s, ._ c t 4,744;414+".N y- X ,n ' t t x 4 'r" tn'zitin »..i-,....s.„1,-,t,..,rr^47,,, x Sti 'Y '". Y'+t,`'pN♦t- c' t --1A`,:L., :.w "A,tt:4'n k\'...;,:i.:', b �.'24,C-Q° .{ --F . 'ky ,�-t",WTY°- ,, ,:i ,f {. t"y; µ. "ct s .r,'q.�" : 't'r „ r, 8 r *.'.•+' s Lirtr * i r ' r♦ t..x ax �` ♦'+"''T' .ri A tww"a x".tit.i= w e,r ♦'�..u. �^l fw(r-..?w.3, .r; .".'". ,.w�"H a .... �" FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 16 ELDRIDGE ROAD City SOUTH YARMOUTH State MA ZIP Code 02664 Company NAIC Number. If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and °Rear View"; and, if required, °Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. REAR ELEVATION < . . "ti,•: r"a r a e T tt {{i l 1 <S t'a., • ` i R.. - r ^F.ya �t'V `A } xr'4744 d' S.�tyl��dptim" 7a, • x _ •• 41‘, 1" i 1' sof...y - i4. �1,�,,p 'tit viike -ms• s.,,^":_--- '_.��...�—'�" 11S 5�\ e..y` -',tom". f. jC.: (1.%A x 4V��N,f M �' �py ..',4. 1 , 4 i e N`00,? ,. h ;^i„... Si ,d :#,.*:.,�.K.YWrv:." -.-- d - ryp �� ildLL ..•,:„,„4.4`. r w.: ,,fai� Yti t r P. C' ..er azi iv fir ' ."3.n tb['"" i " •ir '. ' r ' �' ' .n ,4t & Ottt"441? .' +• w• ;tIMY�11Yb w�a, 4N ` P1 � i ..ns}, s s,1„ • ^'fll -,'fix. Z `ri. ,sir,„�"S w,n6�'. ... .p.o..' 4„..�. 4'rr'�' .d„ ti' *°L} ' r r n jx rt> ✓^ f•M ,$•_ k Y It-4.1,t-.•--t-t4..• .'"r,F.tl a:" ,."Zr,'"Z J y` 0? ., _' q rr firi t 3.dora a ivii Q r iy9i. :: `'b "'`f, -. "S - e rY"•9.m w .3 'a n .y, "aaxd F : a,�"i '-'""s",?-m? ,n '•v� .1 {x� \� . .Fu r ^ ,T J,1„ ,i✓t0 .4. 'St+tlt sY�Y;S‘a5. 3a "'' 'tt t-re`'ytiws , 'Tjvikeih .4''a,^_e'f 4'7':•`y:R • --- ,; `' x r �q. • Si+�y`&,gr'rvu"�'a',a4�a`a'°-+"a+/"0 "--yso" }.r.H'!"tY.� 'tiai ' '' :a+r T a',:a411,-0-4*, 4.4;:,J,: "�j'47"A.:2'4 .:2'4'I yW4... °f , ,ivtitsico .yrs ' 'f My, iR' .�.*'Lr , a '<+ d<" �" A, '., , // l w .ti w 'x4 0 4 Qtr..�1A. � } D . ✓st w 1�' t �" }. ;'b°F . ~.leo 't .al02r44$21.r. .' 1 '!'IIC-..fl.4'4-7�'_.t"f`k' $ '''4 ;.��s ��— \#.r.5°'hkis, t T, F ?,+ r t. ,,F Pr Oka,` e "* '#+`��. '' tr.• 47 3 atl.a...+ty,„ l'�. d'e"7i,. at.' .M° ...itiso-y°"t...'. �,+11r~ .qe .fit : .. :."fir`° FEMA Form 086-0-33(7/12) Replaces all previous editions. • 16 ELDRIDGE ROAD, SOUTH YARMOUTH, MA 02664 +/J I -.. ° . ,.-- g w. TT+ `-n wN M, rY we.w- ...... e wwJ. n4.,r+.amu'.+a. . .✓ yaw^ i YY1 5 yy . - i�f .34isi i' r 'w ' '°i w ,,, xg � � �} ,d xw,«+.wn..+ " a+.r^' y -j ' r yA s4.i yH i } t r tiw �F�a#{$yt AM t 411.40t744 44a14.,2' a' 4 t, $, �..� xy1 44 7`45 l ry $ ay :,i , ."- �M 4.4.01. ,? < ,-..tir t e ar . ., -rte i� +"r,n,,...... ' ,';:l '� S • . fr�l'" 4\5.441,�i�ril aae dk� s AM, II f"`, ate, d .`� • > e 't. � .'�,l r.y.fr� �Y. .7� �' w 4� ,w ,hwv,:.irw:^..�'ta.t � e `� . L_____. pt ry 3 k ^ ,e"°' +, 91.`M +w' 1 1 4.4 t{%. }wex eA^°' ✓':'..,..,.,,,w.1. toperty Location:16 ELDRIDGE RD MAP ID:33f 307/// Bldg Name: State Use:1010 'Ision ID:4768— Account#4768 Bldg#: 1 of 1 Sec#: 1 of 1 Card 1 of 1 Print Date:03/221201814:35 ' CURRENT OWNER • TOPO. 11TH!TIES TRE/ROAD - LOCATION - CURRENT ASSESSMENT - ' (ELAND FREDERICK 1 Level 2blit Water 1 aved 2 Suburban Description Code Appraised Value Assessed Value (ELAND KARIN 6 keptic RESIDNTL 1010 84,500 84,500 815 14 MOUNTAIN RD II RES LAND 1010 135,600 135,600 YARMOUTH,MA RESIDNTL 1010 900 900 LEASANTVILLE,NY 14570 - - - - SUPPLEMENTAL DATA - • - - ddltioaal Owners: Other ID: 28/P000/6/DI VOTE - MISC 170 VOTE DATE • CHANGES PRIVATE R( BETTERMENT VISION PLAN NUMBEI263A ZIP CODE 2664 GIS ID: M 307034 822940 ASSOC PID# Total 221,000 221,000 - RECORD OF OWNERSHIP - BK-YOUPAGE SALE DATE q/u v/i SALE PRICE ULC • -PREVIOUS ASSESSMENTS(HISTOR - IELAND FREDERICK 19265/ 90 11/19/2004 Q 1 240,000 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value 'OVE PATRICIAA - 19265/ 88 11/19/2004 U I 100 IN 2018 1010 84,5002017 1010 84,5002016 1010 84,500 'OVE PATRICIAA 19265/ 87 11/19/2004 U 1 , 100 IN 2018 1010 135,6002017 1010 135,6002016 1010 135,600 1WE PATRICIAA 14952/165 03/21/2002 U 1 99 IF 2018 1010 9002017 1010 1,2002016 1010 1,200 LYNN RICHARD.1 I 0 Total: 221,000 Total: 221.300 Total: 221,300 - , ' EXEMPTIONS • - - • • ' OTHER ASSESSMENTS - _ -- This signature acknowledges a visit by a Data Collector or Assessor Year Type Description Amount Code Description Number Amount Comm.int. -' APPRAISED VALUE SUMMARY - - - - - - -- - - - Total: • • Appraised Bldg.Value(Card) -a -_82,800 -ASSESSING NEIGHBORHOOD - - - - • Appraised XF(B)Value(Bldg) 1,700 NBND/SUB NBHD Name Street Index Name Tracing Batch Appraised OB(L)Value(Bldg) cra. 900 0050/A Appraised Land Value(Bldg) t� 135,600 - -NOTES Special Land Value 0 BROWN VA FX Total Appraised Parcel Value i NI 221,000 (PEN SHED 424=NN 42014 Valuation Method: i C ' Adjustment: 0 Net Total Appraised Parcel Value 221,000 - • - BUILDING PERMIT RECORD • ' -- i - - - VISIT/CHANGE HISTORY Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Dale Type IS ID Cd. Purpose/Result 09-112 07/302008 SD Shed 2,000 01/01/2009 100 CONSTRUCT 12 X 12 S D1/312017 1S CL Cyclical 04/03/2014 AD 01 Measur+IVIsit I 04/03/2014 AD 02 I4leasur+2Visit-Info Can /14/162009 RP BP BMgilding Permit 10/29/2003 .18 02 easur+2VIsit-Info Can - . - - - - - - - - - 'LAND LINE VALUATION SECTION , • • - - - - - • - - B Use Use Unit I. Acre C ST. Special Pricing S Adj # Code Description Zone D Front Depth Units Price Factor S.A. Disc Factor Idx Adj. Notes-AdJ Spec Use Spec Calc -Fact Adj.Unit Price Land Value 1 1010 SINGLE FAM MDL-01 C 9,148 SF 9.26 1.0000 6 1A000 1.000060 1.60 1.00 14.82 135,600 petty Location: 16.E14DRIDGE RD MAP ID:33/307/I1 Bldg Name: State Use:1010 ion ID:4768Account#4763 Bldg#: 1 of 1 Sec#: 1 of 1 Gird 1 of 1 Print Date:03/22/201814:35 CONSTRUCTION DETAIL CONSTRUCTION DETAIL(CONTINUED) I Element Cd. Ch. Description Element Cd. Ch. Description - e Di Ranch Jet DI Residential 115 23 de D3 Avenge its 1 1 Story I1PancY 1 MIXED USE - ' V K vim Wall I 14 Wood Shingle Code Description Percentage 1. vim Wall 2 1010 SINGLE FAM MDL-01 100 dStmcture D3 Gable/Hip -, i / g,. of Cover D3 Asph/F Gls/Cmp rior Wall I DS Drywall/Sheet 30 rim Wa112 COST/MARKET VALUATION rim Fir 1 12 Hardwood Adj.Base Rate. 139.07 106,111 rim Fir 2 Net Other Adj: 0.00 U Fuel 03 Gas Replace Cost 106,111 at Type D3 Hot Mr-no Due AYB 1950 Type DI None en g- al Bedrooms D2 2 Bedrooms Dep Code VG at Warms i Remodel Rating al Half Baths D Year Remodeled al Xtra Fists Dep% 22 al Rooms Functional Obslnc 0 . Ih Style D2 Avenge External Obsinc 0 30 cheat Style 02 Modern Condition Trend Factor Condition %Complete Overall%Cond 78 - _ - Appals Val 62,800 tit.-7149017E , -4 - _ Dep%Ovr 1 1S' Dep Ovr Comment a 'i11a'� ` .' - - " Mise Imp Ovr D `a r. l' Xl,.'y MiselmpOvrCommenti�+ Cost to Cure Ovr I t r 4 t Cost to Cure Ovr Comment ` g'" _ - y, OB-OUTBUILDING& YARD ITEMS(L)/XF-BUILDING EXTRA FEATURES(B) tj� /' 1; ` r, -. ` t r x • r,: .v c ..;,; .ode Description Sub Sub Desert: LIE Units Unit Price Yr Gde D.Rt Cnd %%Cnd A,r Value t 1 k-,754):,-$ s. t ,r.-l' ....,:,:n-_,,-:43<„-�t $ $V IDI SHED FRAME L 168 8.00 2008 0 70 900 w r_ �: 0-0.4-#-, -"j4 S ti�r s 2 ,,, ' 'LI FIREPLACE 1 B 1 2,200.00 1993 1 100 1,700 \Sii • rti r . .. z},' . ?V- - )5 Enel Outs Shwa B 1 0.00 1993 1 100 0 ,✓D is 4t,,,,i m44,1t`�. t,,%t Ce.) i rs , Pro ..•lt ft - I `- >! ,lil {Yii 1 1 At f 4M+1,4;; ;a/V,,xvv.s 4. .,a»C,t as,4 ..,._ .1 ' . e4 - •-- BUILDING SUB AREA SUMMARY SECTION - - - - °. --0..1 -• l�} i „ s ,�,�� Code Description Living Area Gross Area E .Area Unit Cost Unde,rec. Value i'. ie ��biii 14 yb iS First Floor 720 720 720 139.07 100,131 ST Utility,Storage,Unfinished 0 24 II 63.74 1,530 - t 4I ' — ✓ V FDIC Deck Wood - 0 322 32 13.82 4,450 .`pa t x r 11, D .snr ,- ''#.#4 firr/' t' FM-xe � VY' Ja 'S. " Y ,1rLf'$Fi µ,tw VI 3 l rgiF S -;alltSr- -1/4s -;i4 'ea+srryt ,f114 Y4,-7•Z-':' S V.- -its§ Y .. Vi . .r sta . , . REScheck Software Version 4.6.5 Compliance Certificate Project New Dining/ Bedroom Addition • Energy Code: 2015 IECC Location: South Yarmouth, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 16 Eldridge Road Fred Sieland Erik Tolly' South Yarmouth,MA 02664 184 Mountain Road ERT Architects Pleasantville, NY 10570 400 Main Street 914-400-8875 Chatham, MA 02633 508-241-1757 Ain; an e -"'se-,tsn• I ' t-d--b 1 Compliance: 6.3%Better Than Code Maximum UA: 112 Your UA: 105 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minima -code home. Envelope Assemblies R-Value R-Value WA . Perimeter- Ceiling 1:Flat Ceiling or Scissor Truss 204 38.0 3.2 0.027 6 Ceiling 2:Cathedral Ceiling 340 38.0 3.2 0.025 9 Wall 1:Wood Frame, 16"o.c. 572 21.0 0.0 0.057 23 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 59 0.290 17 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 18 0.280 5 Door 1:Solid 20 0.180 4 Door 2:Glass 80 0.300 24 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 510 30.0 0.0 0.033 17 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP Koh f2¢aureecI 07/09/2018 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 1 of 9 • ciREScheck Software VersionChecklist 4.6.5 Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception Is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and • ❑Compiles Requirement will be met. 103.2 documentation demonstrate [ - tIDDoes Not [PEW; energy code compliance for the ` - R 0 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. g 103.1, Construction drawings and :❑Complies 103.2, documentation demonstrate ❑Does Not 403.7energy code compliance for QNot Observable (PR3]1 lighting and mechanical systems. . 0 Systems serving multiple :• ❑Not Applicable dwelling units must demonstrate ' compliance with the IECC �,Commercial Provisions. I 302.1, ;Heating and cooling equipment Is Heating: Heating: ❑Complies 403.7 Isized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not (PR2)1 on loads calculated per ACCA Cooling: Cooling: ONot Observable J Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Ter 1) 2 Medium Impact(Tier 2) J 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 2 of 9 Section Foundation inspection Complies? Comments/Assumptions & Req.ID 303.2.1 IA protective covering Is installed to ❑Complies Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not sffi i and extends a minimum of 6 in.below ONot Observable grade. ONot Applicable 403.9 Snow-and ice-melting system controls ❑Complies (FO1232 installed. ❑Does Not ONot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 3 of 9 ' Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U-_ ❑Complies See the Envelope Assemblies 402.3.4 ODoes Not table for values. [FR1]1 ONot Observable O ONot Applicable 402.1.1, Glazing U-factor(area-weighted U- U-_ ❑Complies See the Envelope Assemblies 402.3.1, average). ODoes Not table for values. 402.3.3, 402.5 ONot Observable (FR2]' ONot Applicable 0 303.1.3 U-factors of fenestration products i ;❑Complies Requirement will be met. [FRO are determined In accordance ,❑Does Not ,0 with the NFRC test procedure or t„ONot Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier 1 ,❑Complies Requirement will be met. [FR23]1 Installed per manufacturer's - . 3❑Does Not 0 instructions. :ONot Observable ;❑Not Applicable 402.4.3 Fenestration that Is not site built tt 9❑Complies Requirement will be met. (FR20]1 Is listed and labeled as meeting ; ,ODoes Not O MMA/WDMA/CSA 101/I.S.2/A440{ 'ONot Observable or has infiltration rates per NFRC p(f ::ONot Applicable 400 that do not exceed code limits. 402.4.5 "IC-rated recessed lighting fixtures; ❑Complies Requirement will be met. [FR16)2 I sealed at housing/interior finish a❑Does Not ;and labeled to Indicate s2.0 cfm I: ONot Observable leakage at 75 Pa, t { i `'ONot Applicable 403.3.1 Supply and return ducts In attics ! ❑Complies [FR12]' Insulated>=R-8 where duct is 7 3❑Does Not >= 3 inches in diameter and>= ONot Observable R-6 where <3 inches.Supply and return ducts In other portions of 1,❑Not Applicable the building Insulated >=R-6 for diameter>= 3 Inches and R4.2 id for< 3 Inches In diameter, 403.3.5 Building cavities are not used as i .❑Complies [FR15]3 ducts or plenums. tODoes Not s❑Not Observable ONot Applicable 403.4 i HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]7 'above 105 9F or chilled fluids ODoes Not 4 t below 55 9F are insulated to ZR- ONot Observable q ONot Applicable 403.4.1 Protection of insulation on HVAC t❑Complies [FR24]' piping. ❑Does Not O '''ONot Observable C❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18)2 zR-3. ODoes Not O ❑Not Observable ONot Applicable 403.6 Automatic or gravity dampers area '❑Complies Requirement will be met. [FR19]3 Installed on all outdoor air i❑Does Not Intakes and exhausts. I - ONot Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) t 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 4 of 9 • Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 5 of 9 ' Section Plans Verified Field Verified # Insulation Inspection Value Value Compiles? Comments/Assumptions & Req.ID 303.1 All installed Insulation Is labeled "❑Complies Requirement will be met. (IN1312 or the Installed R-values r❑Does Not provided. 1.❑Not Observable )❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 0 Wood ❑ Wood ❑Does Not table for values. [INV 0 Steel 0 Steel ❑Not Observable 0 ONot Applicable tt 303.2, Floor Insulation Installed per 1 4❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and '❑Does Not [IN2]' in substantial contact with the • $ 0 underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in - ❑Not Applicable contact with the top side of - sheathing,or continuous insulation is Installed on the underside of floor framing and extends from the bottom to the - top of all perimeter floor framing members. - - 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the 0 Wood 0 Wood ODoes Not table for values. 402.2.6 wall insulation on the wall 0 Mass 0 Mass ❑Not Observable (IN311 exterior,the exterior Insulation 0 Steel 0 Steel ❑Not Applicable 0 requirement applies(FR10). 303.2 Wall insulation is installed per 1. - r,DComplles Requirement will be met. [IN4]1 manufacturers instructions. 1 ❑Does Not - ❑Not Observable !;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) I 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 6 of 9 ' Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, 0 Wood 0 Wood ODoes Not table for values. 402.2.2, 0 Steel ❑ Steel ONot Observable [ill' ONot Applicable 303.1.1.1, Ceiling insulation Installed per :,❑Complies Requirement will be met. 303.2 manufacturer's instructions. - "ODoes Not [F12]' Blown Insulation marked every 300 ft2. ;;ONot Observable ,ONot Applicable 402.2.3 Vented attics with afr permeable ( ❑Complies Requirement will be met. [FI22]' insulation Include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. { „❑Not Observable E ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R- ❑Complies Requirement will be met. (FI3]' insulation z:R-value of the ODoes Not adjacent assembly. ONot Observable ONot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies Requirement will be met. [Fill]' ach in Climate Zones 1-2,and ODoes Not <=3 ach in Climate Zones 3-8. ONot Observable ONot Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]' dm/100 ft2 across the system or ft2 ft2 ODoes Not <=3 dm/100 ft2 without air ONot Observable handler @ 25 Pa.For rough-in tests,verification may need to ONot Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 _dm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ODoes Not either: Rough-in test:Total ONot Observable leakage measured with a pressure differential of 0.1 inch ONot Applicable w.g.across the system Including the manufacturers air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 Inch w.g.across the entire system Including the manufacturers air handler enclosure. ' 403.3.2.1 Air handier leakage designated .,❑Complies (F124]' by manufacturer at<=2%of ❑Does Not design airflow. ❑Not Observable ., :.ONot Applicable 403.1.1 :Programmable thermostats =,I❑Complies [FI9]2 :installed for control of primary '❑Does Not a heating and cooling systems and ❑Not Observable initially set by manufacturer to Icode specifications. ;..ONot Applicable 403.1.2 Heat pump thermostat installed ' "❑Complies [FI10]1 on heat pumps. '❑Does Not S❑Not Observable ',ONot Applicable 403.5.1 :Circulating service hot water r - i❑Complies [Fill]' Jsystems have automatic or I ❑Does Not accessible manual controls. ( - ❑Not Observable g ;,❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 7 of 9 • Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 'All mechanical ventilation system i "❑Complies (F12512 fans not part of tested and listed = - '❑Does Not HVAC equipment meet efficacy• . ❑Not Observable and air flow limits. ❑Not Applicable 403.2 P Hot water boilers supplying heat G❑Complies [F12612 ' through one-or two-pipe heating - ' ''❑Does Not • systems have outdoor setback i #❑Not Observable control to lower boiler water 1 temperature based on outdoor I 'i❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems 10Complies [FI2812 have a circulation pump.The j : ,❑Does Not system return pipe Is a dedicated 1 - ❑Not Observable 'return pipe or a cold water supply ❑Not Applicable pipe.Gravity and thermos •- syphon circulation systems are not present.Controls for • circulating hot water system • pumps start the pump with signal ' for hot water demand within the • • occupancy.Controls automatically turn off the pump ;when water Is in circulation loop 11s at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ;❑Complies (F12912 .comply with IEEE 515.1 or UL a "❑Does Not '515.Controls automatically adjust the energy input to the ) - ❑Not Observable heat tracing to maintain the '!! ONot Applicable desired water temperature In the t piping. I 403.5.2 Water distribution systems that - )OComplies [F13012 have recirculation pumps that t❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold t '❑Not Applicable water supply pipe have a E demand recirculation water @ - system. Pumps have controls I that manage operation of the pump and limit the temperature t , ' of the water entering the cold water piping to 104°F. [ 403.5.4 ¢Drain water heat recovery units 1 ;❑Compiles [93112 tested In accordance with CSA [ "❑Does Not B55.1.Potable water-side ❑Not Observable pressure loss of drain water heat - recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- • , side pressure loss of drain water ' ' heat recovery units <2 psi for f ' individual units connected to / - three or more showers. • 404.1 75%of lamps in permanent j< ,❑Complies [F1611 fixtures or 75%of permanent 'il0Does Not • fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage �j❑Not Applicable lighting. 404.1.1 Fuel gas lighting systems have . , ,;❑Complies [F12313 no continuous pilot light. '❑Does Not 'J , • • 4❑Not Observable • y❑Not Applicable 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 8 of 9 ' Section Plans Verified Field Verified it Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. t❑Complles Requirement will be met. [F1712 ❑Does Not s❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for 'E ❑ . Complies (F118]3 mechanical and water heating t 'v❑Does Not systems have been provided. I °❑ Not Observable ;;❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) [ 2 Medium Impact(Tier 2) I 3 Low Impact(Tier 3) Project Title: New Dining/Bedroom Addition Report date: 07/09/18 Data filename: Untitled.rck Page 9 of 9 i20IE 0 Efficie15ncyCC Energy Certificate nsu at on Rating Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 41.25 Ductwork(unconditioned spaces): _ G ass'&Door -atmg t- ac or, acal Window 0.29 Door 0.30 Heating System: _ Cooling System: _ Water Heater: Name: Date: Comments , I FRAMING N OTES: (SPRUCE — PINE— FIR) GRADE NO. 1 AND 2 1. ALL FRAMING LUMBER SHALL'BE HEM—FIR GRADE NO. 2 OR AL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL AMERICAN FOREST BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM ALLOWABLE MODULU :,� , EXISTING TICITY (E) SHA -L BE 1,400,000 P.S.I. 'E BEDROPY ALL LVL'S TO BE BOISE CASCADE OR I — LEVEL WEYER 2. LI HAUSER VERSA —LAM 3110OFB OR APPROVED EQUAL. IMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 3100 P.S.I. ALL LVIL POSTS TO BE VERSALAM THE MIN 1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE WITH THE architects interior designers builders MANUFACTURER'S INSTRUCTIONS. EXTERIOR TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8 3. USE 3/4 STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GRADE 400 MAIN STREET VIED SUPPORTS. 77 CHATHAM FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPRO .4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS U F MASSACHUSETTS, 02633 P TITION. AR TEL (508) 241 - 1 757 OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR USE FULLY NAILED METAL CON JOISTS OR BEAMS FRAME INTO 299 WHITE'S PATH 5 NECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN ALL POSTS. SOUTH YARMOUTH, MA A HU TT 02664 6. FOR LVIL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVIL MINIMUM POST SUPPORTS FOR DOUBLES AND OVERLAY WI CIFIED LVL MINIMUM POSTS. FOR TRIPLE B -8883 ..... . . ..... .... . . .... ..... fel (508) 362 ON THE PLAN. 7. ALL PLYWOOD FLOI R SHEATHING. SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING .:EXISTING fax (508) 760 - 5800 INC. I ................ .......... PE AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH NSTRUCTION ADHESIVE, OR APPROVED EQUAL. ........... WWW.ERTARCHITECTS.COM ... .. .. . . Impm .. .......... ---- ---- - - 8. BUILT—UP BEAMS (3 PLY MAXIMUM) USING CONVEN11ONAL FRAMING LUMBER SHALL BE FULLY SPIKED m 4/G OVERLAY REMO' ND REUSE —10D NAILS AT 12" O.C. LVIL BEAMS (4 PLY MAXIMUM) TO BE THRU—BOLTED WITH 1/2 3 TOGETHER WITH 2 VE A EXISTING WINDOW INCH DIAMETER THRU—BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 .. . .. .... ...... ..... . .... . ... ..... .. ... . . . ... ... . .. .... . ................. . ... . ..... .. O.C. OR AS OTHERWISE REQUIRED BY,THE MANUFACTURER. 0 0 9. ALL MANUFACTURE I —JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURIER. SUBMIT NEW WIN 0 WI CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION. MAILM EXIST1NG ynuty, CLOS ELDRIDGE - -------------- Iq— I v 2068 ROAD NEW Ijj > CLOS SITTING'� NEN WIN 3068 MATCH EXISTING vv 0 2 NLW .:,SOUTH BASEMENT NOTES. DI�411NG NEW ff7- 7 R 1) V A - ------- I JOIST SHELF U) C14 1. MAIN FOUNDATION WALLS TO BE 8" 2000 PSI CMU W/ 4 YARMOUTH, TINUOS BARS & KEYWAY X PROVIDE 20"X10" FOOTING.W/ 30#5 HORIZ. CON 'X12- ANCHOR BO —0 O.C. MAX. PROVIDE 5/8' S 0 4' PROVIDE 2 0 #5 DOWLES 0 32 O.C. 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. -71 M A A& A X NEW WINDOWS TO A 3. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL, CATHIqDRAL 2668 MATCH EXISTING CUT JOINTS ALONG �2 �2 WALLS AND BEAM COLUMN LINE S PROVIDE 6 MIL VAPOR RETARDER BELOW SLAB THESE PLANS AR�l NOT TO BE USED 4. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS FOR PERMITTING.,OR CONSTRUCTION REQUIRED BY CODE (WINDOWS OR MECHANICAL) S UNLEXS STAMPED & SIGNED 6. 0. WITH A -ORIGINAL ARCHITECT'S 5-6 �5-6 -0. STAMP AND SIGNATURE & MARKED 5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN AS "PERMIT SE" OR "CONSTRUCTION SET". 18,-O* 12'-O" 4'—O" MINIMUM COVER. 6. SEE STRUCTURAL DRAWINGS FOR LOCATIO I NS OF ALLSTRUCTURAL COLUMNS. ROOF FRAMING PLAN., 2018 E I RT ARCHITECTS, INC. . THE DRAWINGS AND ALL RAFTERS SHALL BE 2X1O @ 16" O.C. ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PROPOSED FLOOR PLAN 7., CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, PLANS INDICATED THEREON OR REPRESENTED INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. DATE ISSUED:. ... .. REV ISIONS: REVIEWED FOR BUILDING AND ZO.NIIN TOWN OPYAMOUTH .TYPICAL NOTES EX -l's ] �G G CODE COMPLI. z ANCE. ERRORS OR OIZAISSIONS DO NOT RELIEV E THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT, 1111OMP E ILI THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR C A THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF PLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART 0 AP ARCHITECT'S. SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS TION. IF THE ARCHI 'SjINU'.,VVAL_L/0 To' TECT'S DOCUMENTS 127, O.C�'VERT' -,TV E DING 0 XISTING Y/ -TYP',,�,AT-',ALL"0,,ONNEC11ONS-.,,� TION OF.THESE DOCUMENTS, THE SERVICES AT THE TIME OF PREPARA PERMIT SET AL SERVICES. BE ADDITION MADE ONLY BY VISUAL OBSERVA REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE PROGRESS SET 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION PRICING'SET WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR P WALL PLASTER BOARD/FINISH. 1113— 4X4X5 16 TS COLUMN STRUCT. ENG. SET 3X/ X, SAWCUT NEW ACCESS TO EXISTING ON 2 FOOING S 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL .10#0 BARS BOTH WA S BASEMENT FOR ACCESS THROUGH NEW TING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION IEXIS NCLOSURES AS MAY BE CONTRACTOR SHALL TAKE.CARE NOT NECESSARY TO INSURE SUCH PROTECTION. DISTURB STRLJCTURAL INTEGRITY OF EXISTING F0UNDATION/FOOTINIGS .4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO.AND DURING CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED., WlOX33 A36 STEEL FLUSH BEAM IN EW. 20 LL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 0 11 7/E "TJI @ 1 1 0. CRAWL SPACE SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. CONTRAkCTOR SHALL MAINTAIN 48 MINIMUM 3,4" 6. DRAWINGS CONVEY DESIGN INTENT. IRIEGISTRATION TING COVERAGE CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED 2& CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS BUILD OUT FOR' W1 )X33 A36 FLUSH STEE_ BE�Ivl A.3 4 ONC. SLAB W/ 6 MIL STEEL SU AS NECESSARY, W/.ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH 8X16X5/8 EASERLATE W/ 20 3/4" PPORT DESIGN INTENT. DIAM AqCHOR BOLTS AND 6 FiLET' W/ 6 MIL VAIPOR RETARDER, TYP, I.1. �. I I I ! I . SCALE: 1/4 WE -D EACH FLANGE 8X1 6X5/8 A 7. DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED /ALTERED. A HELF 4" HELF i �2 0 1 2 4 8 8. WIIERE AN ITEM I TO IN SINGULAR NUMBER IN THE CONTRACT L ----------------------------------- - ---- L ---- --- i DOCUMENTS, PROVIDE AS MA �_2 �2 4" S NY SUCH ITE Y TO COMPLETE 777777777777777777777=, THE WORK. UNLESS, OTHERWISE NOTED. ------------- ------- --------- 9. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY 0. COMPLETE THE WORK IN A MANNER THAT ACHIEVES 12'- SHEET NO. DESIGN INTENT. 30,-O" .10. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION FETY. FIRST FLOOR FRAMING PLAN MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SA PROPOSED FOUNDATION PLAN CONTRACTOR SHALL ADJUST T0P OF WALL HEIGHT TO ENSURE THAT NEW FLOOR ALIGNS W/ EXISTINP CERTIFIED AS BUI TOTAL NUMBER OF SHEETS VIDE CfRAWL SPACE VENTILATION,.PER CODE, IN LOCATIONS T.B.D. LT IS REQUIRED IN SET: CONRACTOR SHALL PRO BEFORE FINA 8- CMU WALL W/ TYPE 'S', M0RTAR. PROVIDE GIGA.� WIRE TRUSES 0 16- O.C. VERTICAL, TYP. L INSPECTION TING TO HAVE 20#5 JBARS; THAT EXTEND 24" MIN ABOVE TOP OF FOOTING @ 2" �O.C.. TIE FOO WAY. TO TOP OF WALL. TO #5 BARS.THAT GO ALL THE. THIS SHEET INVALID FILL 50% OF CELLS W/ GROUT OR MORTAR INCL UDING CELLS THAT HAVE REINFORCING -JLE UNLESS ACCOMPANIED BY POURED WALLS MAY BE SUBSTITUTED FOR CMU WALLS W/ ANCHOR BOLTS PER CODE. FOOTING A COMPLETE SET. OF DETAILS REMAIN THE SAME FOFR BOTH LESS THE J—BARS' FOR A POURTED WALL. WORKING DRAWINGS TABLE 2 . GENERAL NAILING SCHEDULE TABLE 6. TOP PLATE SPLICE BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.) SPLICE LENGTH (FT.) 12 1 16 1 20 24 28 32 1 36 1 40 50 60 70 1 80' NUMBER OF -161) COMMON NAILS PER EACH SIDE OF SPLICE 2 4 6 8 8 NP NP . NP NP' NP NP NP NP 4 4 6 7 8 10 12 14 16 NP NP NP NP 6 4 6 7 8 10 12 14 16 20 24 NP NP`' 8 4 6 1 7 1 8 110 112 114 116 1 20 124 28 1 32 NP= NOT PERMITTED TABLE TAKEN FROM. AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, '110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 6. TOP PLATE SPLICE TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES WALL HEIGHT FT. _ . UPLIFT 8 10 12 14 16 18 20 STUD SPACING (LB.) _ _ _` PLATE TO STUD _. NO. OF 16D COMMON NAILS - (ENDNAILED) 12" O.0 127 2 2 2 2 2 2 2 16" O.0 169 2 2 2 2 2 2 2 24" O.0 253 2 2 2 3 3 3 4 * TABLE TAKEN FROM- AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD ' COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND -AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES