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HomeMy WebLinkAbout0222 HAYES ROAD i r a i �'I Ike, r Transition Engineering, Inc. ' 222 Hayes Rd., Centerville 11/13/2012 44 Chadde'rton'Way Tung Residence Sheet 1 of 1 Middleboro,MA 02346• Garage Calculations by EJ EJCPE@verizon.net TUNG RESIDENCE ( © 222 HAYES RD. CENTERVILLE, MA Y ` a STRUCTURAL CALCULATIONS FOR GARAGE PREPARED FOR: TERRY LUFF -ARCHITECT • H OF i1q'a`4s,Sp NOVEMBER 13, 2012 ERIC J. CEDERHOLM m{ O STRUCTURAL -i v No. 38962 PREPARED BY:. ERIC J. CEDERHOLM, PE TRANSITION ENGINEERING, INC. .44 CHADDERTON WAY r .y MIDDLEBORO, MA 02346 q N r File: I " ®Boise Cascade ' - Double 2 x 10 SPF #2 DesignslRSO°i ' 1 span I No cantilevers 1 0/12 slope Thursday, September 06, 2012 BC CALCO Design Report-US 16-00-00 OCS - Build 1757 File Name: BC CALC Project Job Name: Description: DesignslRB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: ' Code reports: NLGA Misc: 12 �Y a �_. � v e ® •v v � ® v .. r v ® a s f•r v 1 v� � ® = 4 � w v, v t_�w o . �� � :r �g• i "�h _: 's - A 'ti � +.rj '.�, "°�✓ ?s f ;4x`�,,_�,Ft^S-.,,,,t.w � �x� ^F :. r '�i�. a t h+. .. �s ��'W"' ._�T �'A� :. �'" H E.il, 'c� � , t . t^ea .� 3;.£ »t�.r § "'�-��^ ..z� '.� �'��' x3'd".?`-g ,.��i" �"u t"ye^�'`.. ,��t�}' ,;».fin.d1- �a� t�.ea { a "4�3 rrr ✓ ,.�Y3"Y � ',.< r� r,-L t� �l.'4•..:.k .,.u. . ,..r:x;{ ,:._ _. h..• 1n -: _A, �: >�..-� � _ fie.. W,asu ,. _ __ y d MF_ !?!�,�} t :..� ul�, ,: + i �i, `s`e f� �'�:�s`:;.:... • . .....; _. ,y ..,,. � + r.,-.,s h � u.w^;.ly- ,a i,.v ,vla. !. ASS. �, _� BO 13-03-00 B1 Total Horizontal Product Length-13-03-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live . Dead Snow Wind Roof Live BO, 3-1/2'; 213/0 , 514/0 B 1, 3-1/2" 322/0 845/0 , Live ' Dead Snow Wind •Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%0 1 roof Trapezoidal(Ib/ft) L •00-00-00 10 30 _n/a '-13-03-00 58 175 Na . Controls Summary Value %Allowable Duration. Case Location Disclosure Pos. Moment 2,956 ft-Ibs 74.9% 115% 4 07-03-,10 Completeness and accuracy of input must End Shear 1,093 Ibs 38% 115% 4` 01-00-12 be verified by anyone who would rely on Total Load Defl. L/494 (0.311") , 36.5% ` n/a 4 06-09-08 output as evidence of suitability for Live Load Defl. L/688 (0.223") 52.3% n/a 5 06-09-08 particular application.Output here based Max Defl. 0.311" 31.1% n/a 4 06-09-08 on building code-accepted design properties and analysis methods. Span!Depth 16.6 n/a , n/a 0 00-00-00 Installation of BOISE engineered wood,' products must be in accordance with o o current Installation Guide and applicable /o Allow /o Allow building codes.To obtain Installation Guide Bearing Supports bim.(L x W) Y Value Support• Member Material or ask questions,please call BO Post 3-1/2"x 3" 726 Ibs n/a -16.3% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x3", 1,167lbs n/a 26.1% Unspecified gCCALC®,BCKFRAMERO,AJSTM', # ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAM-,SIMPLE FRAMING For roof members with slope(1/4)/12'or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM@,VERSA-RIM will not occur. ' PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. " Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets.User specified(U360) Live load deflection criteria. k ' Design meets arbitrary(1")Maximum total load deflection-criteria Calculations assume member is fully laterally braced. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the , output shown above. All other support and design for these products, including but not limited to notching,connections, installation, and engineedarchitect certification is the responsibility of the project's design professional of record: ' Page 1 of 1 ®Boise cascade Double 1-314" x•11-7/8" VERSA-LAM® 2.0 2800 DF Designs\RB02 ' 1,span I No cantilevers 0/12 slope Thursday, September 06,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1757 File Name: BC CALC Project Job Name: Description: Designs\RB02 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 %Misc: 10 12 Sf Y 1 N ' j f y,>..,_ .+ i *v2f .:.:,r�i- f`Mf 1 `i- Y ; u t;, fM 9 -F 6 Y.'`. ,8?+r y`'ry S ,-.S .i•.f q 4} f •�^4 R'l-?d'4 t' C. `f4 wv. su"e s-.. x x'�` 18.06-00 BO B1 'Total Horizontal Product Length=18-06-00 Reaction Summary(Down/Uplift) (Ibs) - Bearing Live Dead Snow Wind + Roof Live BO, 3-1/2' 376/0 463/0 - B 1, 3-1/2 376/0 462/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End "100% 90% 1151Y6 1604/6 125% 1 Standard Load Unf.Area 0b/ft"2) L 00-00-00 18-06-00 15 25 02-00-00 Controls Summary Value • %Allowable Duration Case Location Disclosure Pos. Moment 3,690 ft-Ibs 16.7% 115% 4 09-03-00 Completeness and accuracy of input must End Shear 723 lbs 8% 115% 4 01-03-06 be verified by anyone who would rely on Total Load Defl. U978(0.221") 18.4% n/a 4 -09-03-00 output as evidence of suitability for Live Load Defl. U1,774 (0.422") 20.3%: n/a 5 ,,09-03-00 particular application.Output here based on building code-accepted design Max Defl. 0.221" 22.1% n/a 4 09-03-00 properties and analysis methods. Span/Depth 18.2 n/a n/a 0- 00-00-00 Installation of BOISE 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 tali N BO Post 3-1/2"x 3-1/2" 839 Ibs n/a 9.1% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x3-1/2" 839lbs n/a 9.1% Unspecified gCCALC®,BCfRAMER®,AJSM, ALLJOIST®,BC RIM BOARDT"',BCIV,., Cautions BOISE GLULAMTM',SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®:VERSA-RIM will not occur. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. Notes Design meets Code minimum (U.180)Total load deflection criteria. , Design meets User specified(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum'total load deflection criteria. Calculations assume member is fully laterally braced. . Page 1 of 2 - y A + (T)BolseCascade Double 1-3/4" x 11-718" VERSA-LAM® 2.0 2800 DF Designs\RB02 �/ 1 span No cantilevers 1 0/12 slope Thursday, September 06,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1757 File Name: BC CALC Project Job Name: Description: Designs1RB02 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must be verified by anyone who would rely on a _ output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood •� products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)M-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER@,AJSTm Bolts are assumed to be Grade A307 or Grade 2 or higher. 'ALLJOIST@,BC RIM BOARD- BC@, Member has no side loads. BOISE GLULAM- SIMPLE FRAMING Connectors are: 112 in. Staggered Through Bolt SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are , trademarks of Boise Cascade Wood Products L.L.C. y y 4 • Page 2 of 2 �BolseCascade Single 5-1/4" x 11-1/4"° VERSA-LAM® 1.7 2650 DF Designs\RB03 1 span No cantilevers 10112 slope F Thursday,September 06, 2012 BC CALC®Design Report-US 16-00-00 OCS Build 1757 File Name: BC CALC Project Job Name: Description:.Designs\RB03 Address: Specifier: City, State,Zip: , Designer: " Customer: Company: Code reports: ESR-1040 Misc: 1__1° 12 ® 7 Y. s .fi:iu.-'�r `e� :» s;�'� -:. 'iC t ak->;4. .,.� #• *�. �t a1u �':".,�.. `' k�a'M� ��t�.�7 �r` �:1� ' :<".v.3.'L r"S 7z'''��,M..4 y-`sz.��, ,�,- � .z } ,^"� t 2� y�.,y, }t-. <-ids '� a ,� -.� 4 � .:f r';, ,r .,�.'€?4»'3 + :s� l� a.a , m� ..:� y,. :C`'r��ex.� v2t'• -rtr �x*t w.4-. ,+�' - :: h � '� �� ..� :.. "� _ ,.R *55�„�k.. .;�.:: "�.,.H; na S��t.x. +�,,a .5e✓� s�x� dc��..?o-,,xs;.xn.+z,,�9�%r.`,a..?.� �� �,„,:.i�;^s, ,dr^.rr. �n. 13-00-00 B0, B1 ' Total Horizontal Product Length=13-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 637/0 1,420/0 B1, 3-1/2" . 617/0 '1,499/0 Live Dead Snow Wind Roof Live ocS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 roof Trapezoidal (lb/ft) L 00-00-00 0. 0 n/a 13-00-00 97 291 n/a 2 RB01x2 Conc. Pt. (Ibs) L 03-00100 03-00-00' 426. 1,028 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 6,167 ft-Ibs 21.8% 115% 4 05-10-08 Completeness and accuracy of input must End Shear 2,037 Ibs 15.8% 115% 4 01-02-12 be verified by anyone who would rely on Total Load Defl. L/883 (0.17") 120.4% n/a 4 06-04-08 output as evidence of suitability for Live Load Defl. L/1,262 (0.119") 28.5% n/a 5 06-04-08 particular application.Output here based on building code-accepted design Max Defl. 0.17" 17% n/a- 4' 06-04-08 properties and analysis methods. Span/Depth 13.4 n/a n/.a 0 - 00-00-00 installation of BOISE engineered wood . products must be in accordance with current Installation Guide and applicable Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2 2,057 lbs. n/a 14.9% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 3-112" 2,116.lbs , n/a 15.4% Unspecified BC CALC®,BC FRAMER®,AJST}", ALWOISTO,BC RIM BOARD- BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not full supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM®, Y PP P q 9• � VERSA-STRAND®,VERSA-STUD®are For roof members with slope (1/4)/12.or less final design must ensure that ponding instability trademarks of Boise Cascade wood will not occur. Products L.L.C. For.roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. t Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets User specified (L1360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Page 1 of 1 �T)BolseCascade Single 5-1/4" x 16" VERSA-LAM® 2.0 3100 DF Designs1RB04 2 spans Left cantilever 1 0/12 slope Thursday, September 06,2012 BC CALC®Design Report-US 16-00-00 OCS Build 1757 File Name: BC CALC Project Job Name: Description: Designs\RB04 Address: Specifier: City, State,Zip: , Designer. Customer: Company.- Code reports: ESR-1040 Misc: �Io , 12 J 0 ® ® X A ® w A ® Ar A a '� zi+.:._ m* ,' Mk,�a h t �z,r ``t�k ..v t+p � '� � iti� ,v, .�f v a R9�tM,i s '�, tx ,t y� d .Tw fit.. .j �ss "'✓ !+-- �:z 04-00 00 �V 22-00-00 B1 B2 Total Horizontal Product Length=26-00-00 Reaction Summary(Down I Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live 81, 3-1/2" 2,699/0 4,972/0 B2;3-1/2" 1,902/0 3,551 /0 Live Dead. Snow Wind Roof Live OCS Load Summary rt Tag Description Load Type Ref: Start End 100% 90% 115% °1600/6 1250/6 1 roof 1 Trapezoidal(lb/ft) L 00-00-00 97 291 n/a 13-00-00 • 0 0. n/a 2 roof 2 Trapezoidal (lb/ft) '' L 13-00-00 0 0 n/a. 26-00-00 97 291 n/a 3 center post Conc. Pt. (Ibs) L 13-00-00 13-00-00 2,778 4,692 nla , Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 45,928 ft-Ibs 71.3% 115% 8 13-00-03 Completeness and accuracy of input must Neg. Moment -2,958 ft-Ibs 4.6% _115% 7 04-00-00 be verified by anyone who would rely on End Shear 5,306 Ibs 28.9% 115% 8 05-05-12 output as evidence of suitability for Cont. Shear 6,200:Ibs 33.8% 115% 9 --05-05-12 particular application.Output here based on building code-accepted design Total Load Defl. U283(0.922"). 63.5% n/a 8 14-06-07 properties and analysis methods. Live Load Defl. 2xU287(-0.334") 83.6% n/a 11 00-00-00 Installation of BOISE engineered wood Total Neg. Defl. 8 2xL/-182_(-0.527") 98.7% n/a 8 00_00_00 products must be in accordance with Max Defl. 0.922" 92.2% n/a 8 14-06-07 current Installation Guide and applicable, building codes.To obtain Installation Guide Span/Depth 16.3 n/a n/a 0 00-00-00 or ask questions,please call ` (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS7A° Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARDT"" BCI®, B1 Post 3-1/2 x 3-1/2" 7,671 Ibs n/a 55.7% Unspecified BOISE GLULAMT"',SIMPLE FRAMING B2 Post 3-1/2"x 3-1/2" 5,453 Ibs n/a 39.6% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, CautIO11S VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Member is not fully supported at post B1. A connector is required at this bearing. Products L.L.C. Member is not fully supported at post B2. A connector is required at this bearing. For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Page 1 of 2- s ®Bolsecascade Single 5-1/4" x 16" VERSA-LAM® 2.0 3100 ®F' ®esigns1RB04 2 spans Left cantilever 1 0/12 slope Thursday, September 06, 2012 BC CALC®Design Report-US 16-00-00 OCS Build 1757 File Name: BC CALC Project Job Name: Description: Designs\RB04 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum(L/180)Total load deflection criteria. Completeness and accuracy of input must Design meets Code minimum (2xU240) Live load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1") Maximum total load deflection criteria. output as evidence of suitability for Calculations assume member is fully laterally braced. particular application.Output here based L on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide µ or ask questions,please call (800)232-0788 before installation. ' BC CALC®,BC FRAMER®,AJS-, ! ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTm,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. i Page 2 of 2 f ®BolseCascade Single 5-1/4".x 18" VERSA-LAM® 2.0 3100 DF DesignsT1302 1 span I No cantilevers 10112 slope Thursday, September 06,2012 BC CALC®Design Report-US 13-00-00 OCS Build 1757 File Name: BC CALC Project. , Job Name: Description: Designs\FB02 ' Address: Specifier: City State, Zip: , Y Designer: Customer: Company:- Code reports: ESR-1040 Misc: 4 C S 11 -' : 3 7 ;� ] d' S.:4 Y ass '1v y -Sky ( { jC '} Z'' 7.dt5' j t r ' 1r4 y!T , •s,. t r - �n..- i BO • 22-00-00 ` v. Bt Total Horizontal Product Length=22-00-00 'Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind - Roof Live BO, 3-1/2" 5,720/0 1,697/0 B 1, 3-1/2" 5,720/0, . 1,697/0 five Dead Snow, Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 160% 90% 115% 160% 125°/u 1 Standard Load Unf.Area(lb/f A2) L 00-00-00 22-00-00 40 10 13-00-00 Controls Summary value 4 %Allowable Duration case Location Disclosure Pos. Moment 39,112 ft-Ibs. 55.9% 100% 1 11-00-00 `Completeness and accuracy of input must End Shear 6,209 Ibs 34.6% 100% 1 01-09-08 be verified by anyone who would rely on Total Load Defl. U404(0.64") ' f 59.4% n/a 1 11-00-00 output as evidence of suitability for Live Load Defl. U524 0.494" . n/a 1-00-00 particular application.Output here based ( ) 917% / 2 1 on building code-accepted design , Max Defl: 0.64" "' 64% n/a 1 11-00-00 properties and analysis methods. Span/Depth 14.4 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow. %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2 7,417 Ibs n/a 53.8% Unspecified . (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 7,417 Ibs n/a 53.8% Unspecified BC CALCCaI,BC FRAMEF2CRI,AJST"', ' ALLJOISTQD,BC RIM BOARD- BCI®, Cautions r BOISE GLULAM-,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAME),VERSA-RIM Member is not full supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM®, Y pp p q 9 VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U240)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 laterally braced. a. Page 1 of 1 �Bolsecascade Single 3-1/2" x 5-1/4" VERSA-LAM® 2.0 3100 SP 12'6"Column Freestanding BC COLUMN®4.0 Design Report- US ASD Build 1757 File Name: Garage Framing Job Name: Description: Designs\CL01, Address: Specifier: City, State, Zip: , i Designer: Customer: 4 Company: Code reports: ESR-1040 Misc: - Updated: Tuesday, November 13, 2012 Live. Dead Snow Wind Roof Live3 5° Load.Surhimary Column ;f Tag Description ." Load Type Start ' End 100%' 90% 115% 160% 125% Freestanding I i 5.25" 1 RB04 Conc. Pt. (lbs) 00-00-00 00-00-00 ti .2,699 4,972 - Bracing Elevation Sheathing ` Top 12-06-00 Base 00-00-00 Load Controls Summary Value %Allowable 'Duration - Case Top 1 Col. Compression n/a 93.1% 115% 1 12'6" Slenderness Ratio 42.86 85.7% n/a 0 e ; Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. gq Notes A generic column cap was used in the analysis of the column. Make sure to install and size thel cap. g BC Column is intended for use with gravity and out of plane lateral loading only F Design is based on member being used as a column only. ''.a�� 1 Disclosure ' Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for ` particular application.Output here based on building code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCS,BC FRAMERS,AJS- ALLJOISTS,BC RIM BOARD- BCIS,BOISE GLULAMTm-SIMPLEFRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM PLUSS,VERSA-RIMS;VERSA-STRANDS,VERSA-STUDS are trademarks, of Boise Cascade Wood Products L.L.C. Not to scale Ak Page 1 of.1 f File: W 12x22-360 printed on Tuesday,November, 13,2012 at 10:02:00 Page 1/1 last modified on Thursday,September,06,2012 at 21:44:00 0.000 in - 0°65 kftt ' v -,-_-_ __ _rrcrTr_rsr�r�r - - - . 7.150 kip - f 0.757 in 7.150 kip I i I I 7.150 kip - _-_ -Y__ I 7,150 kip I � N - 39.32 ft-k - • ------------------------ ---------- I 0.00 ft-k I I r I _ I I i I a Beam Parameters:Length=22.00 ft, E 29000.0 ksi, I= 156.0 ie4,-A=6.5 ie2 is I i f � I File: W 12x30-480 printed on Tuesday,November,_13,2012 at 10:02:00 Page 1/1 last modified on Thursday,September,06,2012 at 21:44-.00 0.000 in 0 5 k/ft 7.150 kip 0.496 in 7.150 kip 1 a r I a I � 1 I I 7.150 kip . •,. r p V �_ _________________________ --4�_ ______ __—______�� . I 7,150 kip • I Y 1 1 I 1 1 1 39.32 ft-k- f i __-- — - I M —— d.00 ft-k 1 I I I 1 1 I Beam.Parameters:Length=22.00 ft, E=29000.0 ksi, I=238.0 in^4, A=.8.8 ie2 i PROJE ADDRESS: 677 PERMIT# -7 CPS PERMIT DATE: M/p: LARGE ROLLED PLANS ARE IN: = 1B OX 16`� SLOrr �3 Data entered in MAPS program on: ~ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map L I Parcel e�AO Application #62 c,W�, Health Division Date Issued Conservation Division ` �� till �r�1 --�� -$�GZS Application Fe -PA - 4 Planning Dept. Permit Fee �-�� j Date Definitive Plan Approved by Planning Board Cools ZkTJ1,7 0A0q:e_ Historic - OKH _Preservation / Hyannis Project Street Address Z Z Z Village Owner JA1 A. Address CaAyA,4 AA lay dT'ri21 A / Q Telephone "1/,?9 71 Z 775 78 fos 1576?q e G� Permit Request :Tb AP40 /L[O Q op c r ST/ac] G D140.j r A16 . C1-[AtVdE_ or- A P.4,,j e�xkc os,,vi,6 Ids 612 4. 01,46 S®Xe1_, Dl U7 b5 QiJE A/-doJ~i 'tf Square feet: 1 st floor: existing proposed-M70 2nd floor: existing proposed �jTotal new -4P— Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Z,T?!q .Q29�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family JW Two Family ❑ Multi-Family (# units) Age of Existing Structure 41C2 Historic House: ❑Yes JWNo On Old King's Highway: ❑Yes 4<0 Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) N-IA Basement Unfinished Area (sq.ft) I"/A Number of Baths: Full: existing new _� Half: existing new Number of Bedrooms: existing 6new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: )$Gas ❑ Oil ❑ Electric ❑ Other "1AXJ'f Central Air: N(Yes ❑ No Fireplaces: Existing I New �_ Existing wood al stoveZU)§Z -n Detached garage: ❑ existing ;4"'new size_Pool: ❑ existing ❑ new sizew,� Barn: ❑exsting 4,Bew wize ='Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: N 1A Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w Commercial ❑Yes ❑ No If yes, site plan review # 0- Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam e/'t".J.4i2Ll*-94120nMAN Telephone Number 7-W J9240 Address License# Home Improvement Contractor# 131240 Worker's Compensation # /AJ �04 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE - DATE 7-// i FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED ` MAP/PARCELNO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION cN6s Qok 31Lgh FRAME lo, ZR� INSULATION P s 1l3 4 FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH ` FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED'OUT - ASSOCIATION PLAN NO The Commonwealth of Massachusetts 'Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AL4.02111 www.mass.gov/dia Workers, Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please PH&Legibly Name(Business/Or nization/IndMdmD: 4::� DA.Q..GQ-�isT' Address:._ Po ,S City/State/Zip: 16/ G41W1 r-A,6L & Phone#: SO$ z124 g Z449 FAA�re you an employer? Check the appropriate bog: Type of,project(required); I am a employer with 4• ❑ I am a general contractor and I employees(full and/or part-time),*' have hired the sub-contractors 6• ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet, 7. UrRemodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity,: employees and have workers' [No workers' comp•insurance comp. msurance.t 9. ❑Building addition required.] 5• ewe are a corporation and its' 10.0 Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their ❑ g pairs or additions - 11. Plumbing re myself. [No workers' comp. right of exemption per MGL insurance required.]t c, 152, §1(4), and we have no 12.❑Roof repairs employees. [No workers' 13.0 Other 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 contractors must submit a new affidavit indicating such• Contractors 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-contractors have employees,they must provide their workers'comp,policy number. I 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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$250.00 a day against the.violator. Be advised that a copy of this statement may be forwarded to the Office'of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains.and penalties of perjury that the information provided above is true and correct' Signature: Date: Q � Phone#: SO$ ZZ S 24 o [[6. 0thir "cia l use only. Do not write in this area, to be completed by city or town official Town: PermitlLicense# Authority(circle one): d of Health 2.Building Department 3. City/Town Clerk 4.ElectricaI Inspector. 5.PlumbElnspectoi t person: Phone#: massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction SLpern-isor License: CS-078469 x CHARLES E HAIt0OTUNIAN ' PO BOX 266 WBARNSTABLEIMA_:012668 )111% Expiration 12/20/2014 Corrinissioner Office of Consumer Affairs&Busidess Regulation ME IMPROVEMENT CONTRACTOR egistration: 131260 Type' piration 6/2 U2014. Private Corporatic, wow CEDARqREST,INC CHARLES HAROOTUNFAK ='s 16 CEDARCREST LANE::.`-- >fc WEST BARNSTABLE.M -026fi8 Undersecretary Town of Barnstable Regulatory Services * saxxsTas�, . y Mass, Thomas F. Geiier,Director . 1639 �0 Aran" Building.Division Tom Perry,-Building Commissioner 200 Main Street,`Hyaiinis,,MA'02601 - wwwaown.barnstabTe.ma.us.. .. Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and:Sign This Sectiorin , If Using A Builder I, ,rTA-M ES 1 M oy. TU iUG , as Owne of the subject property ` v; hereby authorize e—"jf rzLAE5s RA^a,�PTtmt4j At.3 to act on my behalf, in all shatters relative to work authorized'by this-building p ermit . Al . Z Z Z I-F4 Y � �n GEI�1T�2�1 ►t,t,z (Address of Job) . . Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is.installed and all final inspections are per ed accepted. Signature er Signature of Applicant Print Name Print Name k Date Q:FORMS:OWNERPERMISSIONPOOLS 62012 SHE T Town of Barnstable Regulatory Services BMrrsresr,E, Thomas F.Geller,Director t6 9. ,�� Building Division rED MA't A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER` Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner -- — - Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION ,. The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness,often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities.require,as part of the permit.application; " that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt 1 t EScheck Software Version 4•4. Compliance Certificate Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 43% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: OuvnerlAgent: Designer/Contractor. 222 Hayes Road Centerville,MA ..� .. Compliance:9.00/6 Better Than Code Maximum UA:926 Your UA:843 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home" "f_4 Jrt»F'Ye-- ?i3 "r ��° �� _..� T � T-�_ .b. >s • _ • .`.,hc>„ ' Wall 1:Wood Frame,16"o.c. 3330 11.0 10.0 85 Window 1:Wood Frame:Double Pane with Low-E 1411 0.310 437 Window 2:Metal Frame:Double Pane 8 0.690 6 Door 1:Solid 54 0.477 26 Ceiling 1:Cathedral Ceiling(no attic) 5006 38.0 0.0 135 Ceiling 2:Flat Ceiling or Scissor Truss 755 38.0 0.0 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3977 30.0 0.0 131 Compliance Statement: The proposed building design descri here s consistent ith the building plans,specifications,and other calculations submitted with the permit application.The prop d uild g has been esign to mee a 2009 IECC requirements in REScheck Version 4.4.1 and to comply With the mandatory qui menu listed in th eck pection Checklist. 1)rfr l2- ame-Title S nature Date Project Title: Report date:09/06/12 Data filename:\\Computer1\pQ work fites\Check\REScheck\2012 REScheck\222 Hayes Road\222 Hayes Road 9-6-12.rck Page 1 of 4 L E c eck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-11.0 cavity+R-10.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 2:Metal Frame:Double Pane,U-factor.0.690 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.477 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. - ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result-of less than 7'. ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title: Report date:09/06/12 Data filename:\\Computerl\pc2 work files\CheckXREScheck\2012 REScheck\222 Hayes Road\222 Hayes Road 9-6-12.rck Page 2 of 4 (b)Ceiling/attic.Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Alcove-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (g)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Cl Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other duds in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return duds are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact tap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible dud connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Cj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstrudion leakage to outdoors test:Less than or equal to 318.2 cfm(8 ctm per 100 ft2 of conditioned floor area). (2)Postconstrudion total leakage test(including air handler enclosure):Less than or equal to 4772 ctm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 238.6 cfm(6 cfm per 100 ft2 of conditioned floor{area) when tested at a pressure differential of 0.1 inches w.g. (4)RoughAn total leakage test without air handler installed:Less than or equal to 159.1 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible_ manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Project Title: Report date: 09/06/12 Data filename:\\Computer1\pc2 work files\Check\RESched<\2012 REScheck\222 Hayes Road\222 Hayes Road 9-6-12.rck Page 3 of 4 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface_For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Cl Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 09/06/12 Data filename:\\Computer1\pc2 work files\Check\REScheck\2012 REScheck\222 Hayes Road\222 Hayes Road 9-6-12.rck Page 4 of 4 f " Energy Efficiency is Ceiling/Roof 38.00 Wall 21.00 Floor!Foundation 30.00 Ductwork(unconditioned spaces): Window 20.31 0.35 Door 0.48 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: = y ; FORM 153 The Commonwealth of Massachusetts DIA Use only Department of Industrial Accidents Office of Investigations-Dept. 153 One Congress Street—10th Floor,Boston,Massachusetts 02114 http://www.mass.gov/dia Invest./SWO.ID.#: AFFIDAVIT OF EXEMPTION FOR CERTAIN CORPORATE OFFICERS OR DIRECTORS Chapter 169 of the Acts of 2002 amended M.G.L. c. 152, §1(4) by adding the following paragraph: "This chapter shall be elective for an officer or director of a corporation who owns at least 25 percent of the issued and outstanding stock of the corporation.Notwithstanding section 46, these provisions shall apply only if the corporate officer provides the commissioner of industrial accidents with a written waiver of his rights under this chapter. Said commissioner shall promulgate regulations to carry out the purpose of this paragraph. Violations of this paragraph shall subject the corporation to the penalties set --- Pursuant to M.G.L. c. 152, §1(4) as amended, I/We the-undersigned officers of- t�C&+FeCAE31 t 14 P.O-J50 1.GG L,/- gA?LNS rARLI- MA O ZZ48 (Name of Corporation and Address) each holding at least 25%of the issued and outstanding stock in said corporation,do hereby invoke the right to be exempt from the provisions of M.G.L. c. 152, §25A and therefore are not required to carry a workers' compensation policy covering the undersigned corporate officer(s) or director(s). I/We the undersigned do also waive any and all rights to make claims for benefits as defined in M.G.L. c. 152 for any injuries that may be sustained while in the employ of the above-named corporation. Further, Uwe the undersigned do understand that, should the above-named corporation hire or have in its employ any employee(s) in addition to the undersigned corporate officer(s) or director(s), said corporation is required to obtain workers' compensation coverage for the employee(s) as prescribed by M.G.L. c. 152, §25A. I/We the undersigned have read and understand the statements and obligations as delineated above and F I/we have checked the appropriate box below my/our name(s)indicating my/our.desire to be exempt or not to be exempt from the provisions of M.G.L. c. 152. Signed under the pains and penalties of perjury: S' ature:..... Print Name&Title Date(mm/dd/yyyy) I wish to exercise my right of exemption or ❑ I wish NOT to exercise my right of exemption a Sr a! tit 17401 P-.VTCJ-7 t w gnature Print Nam Title C l .Z Datemm/ddy) I wish to exercise my right of exemption or ❑ I wish NOT to exercise my right of exemption ca Signature Print Name&Title Date*n/dd/yyyy) ❑ I wish to exercise my right of exemption or ❑ I wish NOT to exercise my right of exemption 77 Signature Print Name&Title Date(mm/dd/3iFW) ❑ I wish to exercise my right of exemption or ❑ I wish NOT to exercise my right of exemption Note:ALL ELIGIBLE CORPORATE OFFICERS MUST SIGN. THERE CAN BE NO MORE THAN 4 SIGNATURES. InStructions on back Form 153-Revised 06-04-10 Insulation Certificate TOWN OF BAR'1+1,13711 2 Ha es.rd Centerville °4-13 ' , y AN �" Number and Street city Barnstable Subdivision Lot Number Permit Number County Dad,S Description of Installation `= ROOF Product Ba Seal C X Lot Number Thermal Resistance (R-Value) 38 Thickness (inches) —5.5 EXTERIOR WALL Product Ba Seal CCX and Icynene Thickness (inches) 3 and 6 Thermal Resistance (R Value) 21 and. L2_ — Raced Floor Product Ba Seal CX 30 Thickness (inches) 4.5 Thermal Resistance (R-Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. Charles Harootunian General Contractor(Builder) License Number Signature and Title hate C e Cod Sgrav Foam LLC Sub-Contractor(Insulation Installer) License Number Ivan Pauli chenka /principal- 12/04/2013 Signature and Title Date IK ca TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2- Parcel O Application # Health Division Date Issued Conservation Division Application FeA I 1 Planning Dept. Permit Fee " Date Definitive Plan Approved by Planning Board ` Historic - OKH _ Preservation/Hyannis Project Street Address Z 22— aj! YE S F2.jj; Villageq- Owner UAN11✓5 f/AAr TJ K" ` Address LO FTJTtRI tom. L1�i2�KLE.A�t.4 Telephone q ,37(- 2775 /k1 q78-505'— Permit Request TO GON � A 'Tk10-4�q_ 4 ,4i2A4E_, wiTW i Square feet: 1st floor: existing proposed 6% 2nd floor: existing proposed 6?/,a Total new L357_ Zoning District I Flood Plain Groundwater Overlay Project Valuation 140.4W -Construction Type v� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑. Two Family ❑ Multi-Family(# units) Age of Existing Structure NOIN Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other t-4/Pti Basement Finished Area (sq.ft.) tg/A Basement Unfinished Area (sq.ft) MA Number of Baths: Full: existing- N/A new Half: existing t4A new Number of Bedrooms: existing new Total Room Count (not including baths): existing N A new First Floor Room Count A Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove, ❑Yg ❑ No Detached garage: ❑ existing ®'new size—Pool: ❑ existing ❑ new size _ Barn: Xp(isting C'new.*isize Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ !commercial ❑Yes Z No - If yes, site plan review# �urrent Use f`t/A Proposed Use AiyE J APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name}�t�. S �Q.c�TU�ri},�/ Telephone Number 24 gz(a Address >P. O. 80K License# 6S 784-(e �U gAR-tt e7rA(3L. , MLA p z46 9 Home Improvement Contractor# 6 31 Z667 Worker's Compensation # N fi0r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 1&?cJ owe- , SIGNATURE C% DATE -�/�/� FOR OFFICIAL USE ONLY 'j APPLICATION# t DATE ISSUED -NTAP/PARCEL NO. .S • ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION I • FRAME o S 1'oIn 113 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL FINAL GAS: ROUGH t I FINAL BUILDING D Io��oIl DATE CLOSED OUT - t �41 s.:111ea. ir� Jr.�r•'w L ASSOC IATION'PLAN NO. . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Ora nization/IndM&al):4:5CD.¢Pg*gEST jt4e— ej.(AAL95, VQ-(ZIJQ�/AllAr✓ ,Address: . Rig. lboy- ze04 City/State/Zip: L✓841wSTA-6tg M& d246$ Phone#: SfJB Z Zl Iy Z/D F you an employer?Check the appropriate box: Type of project(required); I am a employer with 4. ❑ I am a general contractorand I employees(frill and/or part-time).*' have hired the sub-contractors 6• ONew construction I am a sole proprietor or partner- listed on the attached sheet [7. ❑,Remodeling ship and have no employees These sub-contractors have g.• ❑Demolition working for me in any capacity. employees and have.woikers' o comm # 9• ❑Building addition [No workers comp.insurance P•,��ce. required.] 5. ewe are a.corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their ❑ g pairs or additions 11. Plumbing re myself. [No workers' comp. right of exemption per MGL _ 12.❑Roof repairs insurance required.]t .c:152, §1`(4), and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box 01 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 contractors must submit a new affidavit indicating such. lContractors 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-contractors have employees,they must provide their workers'comp,policy number. I 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.Lie.#: 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby cer/tif'y�under the pains.and penalties of perjury that the information provided above is true and correct Signature: Date Phone#: Ofjicial use only. Do not write in this'area;.to be completed.by city or town official " City or To,tm: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. 5.Plumbing Inspector 6. Other Gont#ct Person.. Phone#: r � FORM 153 The Commonwealth of Massachusetts DIA Use only Department of Industrial Accidents Office of Investigations-Dept. 153 One Congress Street—10th Floor,Boston,Massachusetts 02114 http://www.mass.gov/dia Invest./SWO ID AFFIDAVIT OF EXEMPTION FOR CERTAIN CORPORATE OFFICERS OR DIRECTORS Chapter 169 of the Acts of 2002 amended M.G.L: c. 152, §1(4) by adding the following paragraph: "This chapter shall be elective for an officer or director of a corporation who owns at least 25 percent of the issued and outstanding stock of the corporation.Notwithstanding section 46,these provisions shall apply only if the corporate officer provides the commissioner of industrial accidents with a written waiver of his rights under this chapter. Said commissioner shall promulgate regulations to carry out the purpose of this paragraph. Violations of this paragraph shall subject the corporation to the penalties set forth in-sec-ton-2-SE. Pursuant to M.G.L. c. 152, §1(4)as amended,I/We the-undersigned officers of- L044-Ke -ESA IgJ P.D.$ox ;IZ4 t✓. 6.4-go s r"L . A4 A o z ilo(8 (Name oi'Corporation:and:Address) each holding at least 25% of the issued and outstanding stock in said corporation, do hereby invoke the right to be exempt from the provisions of M.G.L. c. 152, §25A and therefore are not required to carry a workers' compensation policy covering the undersigned corporate officer(s) or director(s). I/We the undersigned do also waive any and all rights to make claims for benefits as defined in M.G.L. c. 152 for any injuries that may be sustained while in the employ of the above-named corporation. Further, Uwe the undersigned do understand that,'should the above-named corporation hire or have in its employ any employee(s)in addition to the undersigned corporate officer(s) or director(s),said corporation is required to obtain workers' compensation coverage for the employee(s)as prescribed by M.G.L. c. 152, §25A. I/We the undersigned have read and understand the statements and obligations as delineated above and I/we have checked the appropriate box below my/our name(s) indicating my/our desire to be exempt or not to be exempt from the provisions of M.G.L. c. 152. Signed under the pains and penalties of perjury: I►� �H�l�a �a.� P/ Oz ZD/o Signature Print Name&Title... Date(mm/dd/yyyy). I wish to'exercise my right of exemption or ❑ I wish NOT to exercise my right of exemption --or CIA, it qr,O-VTu7, C? //Yo gnature Print Nam Title=`:- CI otr-K Date Liumldd . y) I With to exercise my right.of exemption or ❑ I wish NOT to exercise my right of exemption Q Signature Print Name&Title Date b6dd yyyy) ` ❑ I wish to exercise my right of exemption or ❑ I wish NOT to exercise my right of exemptionTIJ` Signature Print Name&Title Date(ft n/d&yVyy) ❑ I wish to exercise my right of exemption or ❑ I wish NOT to exercise my right of exemption Note:ALL ELIGIBLE CORPORATE OFFICERS MUST SIGN. THERE CAN BE NO MORE THAN 4 SIGNATURES. Instructions on hack Form 153-Revised 06-04-10 I , j I /1�/ F Office opCfze ME iryip fairs&Busid CZ � z 9'stratio�OVEM260 CONTRACTOR gulag n A atiop 1 t 6/2jX20-1.4_, T Ype: CEDAR CREST, INC' i v Private Corporatic' CHARLES HAROOI F r_.;` ? ;d 1 16 CEDARCREST UNigN WEST Bq ENE. __fit RNS_TABLE 1' t MA`02668`.' i 17ndersecretary A Massachusetts- Department ii4'i?ulaiic Sa#'et% Board Of Buiidiaa�g Rcfcuia€ia►at�and Standards License: CS 78469 CHARLES E HAROOTUNIAN ` j PO BOX 266 r W BARNSTABLE, MA 02668 i Expiration. 12J20/2012 %i (uniwissiunrr Tr#: 7436 s ' Town of Barnstable Regulatory Services Thomas F.Geiler,Director - �b °fins" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 .Fax: 508-790-6230 Property Owner Must Complete and. Sign This Section If Using A Builder I , as Owaer%of the subject property k hereby authorize CNA KLZ'S 1.1 A r20D Ti1nl A J to act on my behalf, in all matters relative to work authorized by this building permit (Address of Jo ) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized beforei fence is installed and all final inspections are performed and accepted. e of Owner tore ? k`j Print Name Print Name ' Date Q:FORMS:OWNEUERMISSIONPOOLS 6/2012 A.TW Gurde to TVDOfd COJiStr uctiorr III HL�y II FiCi!f(I'CQS:IIO tFLpll kYlnd ZOrLe Massachusetts Checkli�t for Compliance (7so cAir%53v--m.i)1 .SCOPE �/Qi4N 5/'f70� ��(K1�Ele!/l/�C Wind ® - Speed(3-sea gust)_:_: ._...._................._.:_....:_:....._.._.....__:_. ......__.............::.:..:.__............................. 110 mph Wind Exposure Category_.......................... . --=...................:..........._................_ :.._B Wind Exposure Category................Engineering Required For Entire Project._.......:::...__... 12 APPLICABILITY Number of Stories{a roof which exceeds.6 In 12 slope shall be'considered a story) stories s 2 stories Roof P•►tch _.._ .... . .......:......... ; (Fig 2) .............:.................:........... _5 1212 Mean Roof Height-_- ....... (Fig 2)_.......................... � ft <_'33' ..._... ._...... ................... Building Width,W....__..... .......W....-- (Fig 3)..---.:....---•--.. Building Length,L .. . . _ : -- ft.5 BD' .......... .._ 3 30, Building Aspect Ratio(LAY) (Fig 4)._:___ - 93.1 Nominal Height of Tallest Opening2 ....... Fi 4 <BIB" 1.3 FRAMING CONNECTIONS General compliance with framing connections..................._.(Table 2)_. __-___ --___::........................ .2.1 FOUNDATION Foundagon Walls meeting requirements of 78D CMR 54D4.1 Concrete........................................................... ......._._......_ ........ ..............................._....._. - ConcreteMasonry.......................:..............._ _._.__...._.:......_....._:...:.:........_::_-_.:.._........_......::.:_:.....:.:.:. 22 ANCHORAGE TO FDUNDATIDN"' , 5/8'Anchor Bolts�imbedded or 5/8'Proprietary Mechanical-Anchors as an alternative in concrete only Bolt Spacing=general ............... (Table 4)............ .......................:... in. Bolt Spacing from endfjoint of plate..........:.....::........... Fi 5 .................... in.<_6'-12'. Bolt Embedment-concrete..........._......... .........(Fig S .......... in.>_7' " Bolt Embedment-masonry............ ........: _(Fig 5).._..:..._._t....:. in._>15' Plate Washer'..:_--•-_:.._.__._---------•----._...._...............(Fig 5)....... - - >3'x 3`-x Y.' 3.1 FLOORS Floorframing member spans checked -:(per 7BD CMR Chapter 55) :...:........... , Maximum Floor Opening Dfmenslon .._._.(Fig 6)._....._:..._.__.... :. < , ..........._. - .. ft_12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:................. :.:.............. Mwdmum.Floor Joist Setbacks Suppoi-fingLoadbearing.Walls orShearwall...._..........(Fig 7)......... ......................................_ft 5d - Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall ..........(Fig B):..:...............•-,••---..:... $ <d '•- FloorBracing at Endwalls..................:---. :_..--- •-----..::.--(Fig 9)-...-::-------------......... � _.......................... Floor Sheathing Type '.::.....-....................... ........:..._.......(per 7BD CMR.Chapter 55)...................._-- Floor Sheathing Thickness .::................:___...:...__._.:._..._.::....(per760 CMR Chapter 55).:--.................. in. Floor Sheathing Fastening..........:....................................:...(Tab]e 2)_:_d nails at in edge/' in field 4.1 WALLS Wall Height' Laadbearing walls_;-.. ----------------------- (Fig 10 and Table 5)-------._--- - _ft._<10, Non-Loadbearing walls_...' :..(Fig 10 and Table 5)......._..:_: _...—ft -2 Watt Stud Spacing _ :__-.___ _-_.--__ (Fig 10 and Table 5).............. in•s 24'o:c Wall Story Oft`sets_ ........ ••---_-------_---- :_:..(Figs 7&B)- -:..... .:..:.....:.:. ft c d 42 EXTERI QR-WALLS' . Wood Studs Loadbearing walls::: (Ta le 5} 2x_-_fit in. b Non-Loadbeanng•walls :_:_............................. _:..(Table 5)...............................2x - ft in. ' Gable End Wall Bracing — Full Height Endwall Studs...-.......:.....:........... .:...._:..(Fig 1.0) ..:_.............:_,....,_... _ WSP•Attic Floor Length.......: ............:...... (Fig i t)__.____-_ --......_... ft zW/3. Gypsum Ceifrng.L.ength (if WSP not used)........ (Fig 11) ... ..--- ._.._...---.:..:_..:.._..._.._ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft:o.r- (Fig 11)................... ._.:.... .. or 1 x 3 celiing furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays Double Top Plate Splice Length .._.............:. __....::......_:_._.__(Fig 13 and Table 6) ft Splice Connecfton (no. of 16d common nails).. ::.......(Table-6) ............... ATVC Guide to [Voad Construction! is High i<KAd Areas: 110 mph ff.77nd Zorte � �8 0 �-1R53DI.�I.I a acl�use�s Chec�Cli�f for CO .�. nce 7s ci ICI ss p ( ) L oadbearing Wall Connections " Lateral(no.of 15d common•nails)_._..._::::. (T .........:....:. abler .)........ _........................ _....---•- ' Nan-Luadbearing Wall Connections Lateral(no_of 16d Common nails)._:_ _..:___.._:... (Table 8).__.....__.__...._.................. Load Bearing Wall-bpe'nings (record largest opening but check all openings for corriprrance to Table 9) Header.Spans ..............-_:..........___...___................(Table 9)..._..:.........._............. ft In.s 11' Sip Plate Spans ' ----------_;..................................,.(Table 9).......... ......................... ft—in.<11' Full Height Studs (no.of suds)........_......_:._...........: Table 9)......... _.. Non-Load Bearing Wall Openings (record largest opening bit check an openings far compliance to Table 9) Header Spans....................................................._-_.(Table 9).............:.._......_.__.... ft in.5 12' Sill Plate Spans...................._.:_.,___...._.+._...__.:_.._._....(Table ....... ft_in.5 12' Full Height Studs(no.of studs)..._......._--_--..___._....(Table 9).....-----------------_________:_-----•-----.._.:.. Exterior Wall Sheathing to Resist Uprift and Shear Simultaneously4 Minimum BiAlding Dimension,W i Nominal Height of Tallest Openingz Sheathing Type................... .____._..__:_........(note 4)_:-_........................ ...:_...----------•-•-• -Edge Nail Spacing .__. .,_...._(Table 10 or note 4 if less)._.__.._...__._... fn. Field Nail Sparing.-............. 10).......... Shear Connection(no.of 16d common nails)(fable 10).......----------_--._------------------_--------_- Percent Full-Height Sheathing..........._......:...(Table 10).....:___........_............... ° 5%Additional'Sheathing.far Wall wa-fh Opening> 6'r(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ..._...................... ' Sheathing Type-----•--..........................._.......(note 4)...- ------•-_. ----:--•-.._. -- _._... Edge Nail Spacing.........................._....._------{Table 11 or note 4 if less).___.................. Feld Nail Spacing.._........._........................:..(Table 11):_..__..______.,-_..._.._..__-____..._...:.:._ in_ Shear Connection(no. of 16d Common nails)(Table 11)......................:.. ..._-----_----------- �.. Percent FulkHeight Sheathing._..._,_ .__......(Table 11)....................................... ...... /o — 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)...... . Wail Cfadding Ratedfar Wind Speed?....................................................•---.. .._._.._........_.•-----_._....--•-•...._.._.__._.._. L1 ROOFS-. Roof framing member spans checked?.......................(For Ratters use AWC Span Tool,see B.BRS Website) Roof Overhang •...............•-------...________-___--___.-_-:..(Figure 19)._.........._ft s smaller.of 2'or Lf3 Truss or Rafter Connections at Loadbearing Walls. Proprietary Connectors Upfift...........:_...................:_.___-------(Table 12)........--..._............_................U= plf_ Lateral............................--------------(Table 12)---------------------------------......L= plf Shear................ ........:. .............(fable 12)............:_.......__._.....-------._.-S- P . :Ridge Strap Connections,if collar fies not used per page 21... (fable 13)....................._.______T= plf Gable Rake Outlooker_;-.............:...:_...:_...__.._.._.+.(Figure 20)..__.._,_....—fl'_<smaller of 2'or 112. ' Truss or Rafter Connections at Non-Loadbearing Walls " Proprietary Connectors Uplift-..............._..... (Table-14)....__...__-:--___.-------------------_U= Ib. Lateral(no.of ISd common nails)_..(Table 14)..:....................................L= . lb. Roof Sheathing Type___.._.__.:.: -- ------------------------(per TBD.CMR Chaptars 5B and S9) Roof Sheathing Thickness....._...._._..__---------.__------........................__................ in.2:Tf16`WSP Roof Sheathing Fastening —......_..:.-_..__---_-----..._._:..-.(Table 2)� .. :. . ............... .._.:_.__ tes: This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements of TBD CMR:53D1.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not . requfred per the WFCM 110 mph Guide: a. Steel Straps per Figure'5 b. 2D Gage Straps per Fgun311 c Uplift Straps per Figure.14 d All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure.18b Exception:Opening heights of up to 8 ft_shag be permitted when 5%is added to the percent full-height sheathing . require ents sh6wh in Tables 10 and 11. . The bottom sill plan in exteriorwalls shall be a minimum 2 in.nominal thickness pressure treated#2-gla0e. f, ,• ATIYC Guide to FFood Corccfrcrctiori.irrHiaft 1KridXreas: IIO xph 1�'nxldZoae' 1 Massachusetts Checklist for Compliance(790 CIAa gal? t:Ij1 4. a. From Tables i©and `(i and location of wall sheathing and Building Aspect Rado,determine Perr_er7t Ful�-Helght Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: I. Panels shalt be installed with strength axis parallel to studs. I All horizontal joints shall occur over and be nailed to framing. ul. On single story construction,panels shall be attached to bottom plates and top member of the double top.plate iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first fioor framing.. v. Horizontal nail spacing at'dauble top plates, band joists, and girders shall be a double row of Bd staggered 8t 3 Inches on canter per figures below:Vertical and Horizontal"Nailrng for Panel Attachment 5. .Glazing protection: a)new house or horizontal addition-required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of•Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows-needs energy conservat Dn compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B.may be obtained from the American Wood Council (AWC)website. 4�lH@IIHIS�HESISON . FViAAtI}VG[lSEEd N:43L� AT6'bz N ,,, ! _ Liz J ,- it „ @• . � '•l d- � i CLIL [ t r,< I 1 • i � li it� t - •; '� `� '� � r�� � . I UDtJ61 E i`, STA. 3`MMd 5L4IE_SPAGkXo _ i N4[LPfLT7HaN .' PANEL FAIL AGE W1A9E NAILaX E SPACIVG DUAL See Detail on Naxt Page Vertical and Horizontal Nailing Deta[l. . Verti for PaneLAftachment cal and Hath=tal Hafting for Panel Attachment ' , �� �,� _ ' �� �1 f TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION ro .Map _c /� Parcel .— Permit# ��� Health Division �6 r a `" Date Issued 0 A"C) Conservation Division G Fee. . Tax Collector Treasur r WL4 ,Z6r% �, SYS7'EM MUST „ _.0 LLED IN COMPLIANCE Planning Dept. y WITH TITLE VIRONMENTAL CO Date Definitive`PlanApproved by Planning Board ®�AN L D TOWN REGULATIONS Historic-OKH N 14 �'1 Preservation/Hyannis 'Project Street Address oZ oZ� 't—t��A -pis i Village �'...�„ o WE a. Owner ��SvN� < Address Telephone Permit Request s pa I&-/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation ` ; ov-0 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: O Full ❑Crawl ❑Walkout ❑Other Basementi ' ti. Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric O Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size. Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use y . BUILDER INFORMATION Name ^ tr3S t-4- e Telephone Number ° 71 0 2�-0-1 Address �'r 0 License# S O 2 •�Z i Ct'.c %,I /Y off- Home Improvement Contractor# //30'7 Worker's Compensation# GU(I—, CQ F Ss—✓ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -SIGNATURE DATE { FOR OFFICIAL USE ONLY _ MIT NO. DATE ISSUED MAP/PARCEL,NO. ADDRESS, VILLAGE' OWNEROlt DATE OF INSPECTION:' r FOUNDATION FRAME ' t INSULATION FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING .:... =�2j - r • ,. - It n DATE CLOSED OUT ASSOCIATION PLAN NO: ' i ,_i TOWN.OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel .30 Permit# J � Health Division 1INK i Date Issued Conservation Division 9 Fee 2 � �,/ / Tax Collector " " ' ' // ���SEPTIC SYSTEM MUST BE Treasure ty�Zc�f` I INSTALLED IN COMPLIANCE. WITH TITLE 5 Planning Dept, ENVIRONMENTAL CODE.A Date Definitive Plan Approved by Planning Board 1 OUJill PEOUL S Historic-OKH Preservation/Hyannis V46-S Project Street Address Village '` 2ri t 16 Owner -kass M4-n) Address Telephone Permit Request �'Tdec{j i ��� �r S -ih 4 2"k '�. ti Square feet: 1st floor: existing_ proposed 2nd floor:existing proposed Total new Estimated Project Cost r Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas, ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal#- Recorded❑ Commercial ❑ Ch Yes o If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name___ S�plij v} Z= Telephone Number '7 7 S- O 7-6 0 Address - 72-®V?— License# n 2 ? �J- r_�wt r_s -n Home Improvement Contractor# 113 rO7 Worker's Compensation# toC 0 L 70 3- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -- 6 F SIGNATURE DATE ^ FOR OFFICIAL USE ONLY PERMIT NO.. - a DATE ISSUED c •"�� r MAP/PARCEL NO. ADDRESS 42 VILLAGE r OWNER • a DATE OF INSPECTION: FOUNDATION , FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH, ! ! FINAL _ c PLUMBING: ROUGH; FINAL r' j ( ha i GAS: ROUGH' FINAL FINAL BUILDING '�" #— }'•- G* Rii rt ' 75 : - �ti DATE CLOSED OUT !— aQ ! ' I yam. en yep •-' '. ! j " tit ASSOCIATION PLAN NO01 j • T J Pon, 1 1 1 11 1 1 1 1 1 11 1 ss•1 s• tests/Iss sizs,is's�:.'� /✓.,_.._/._/��'.1..._ /i . . . . . . 1_ •. .. :/ �. 111/./1 .; . . 1 . 11 • �11111 . • •. .. 1 � . 1 1 .1 . 11 1 11 •1 1/ 1 1 1 1 gg mom 1 1 , M offM77-. 1 1 • 1. . 11 1 . d I /// ////////%/////////////////i%////O//////////////////////%////%///%%////////%//////////////////%/////// 1 1 1 I I 1 1 _ _ • • • 1 JI' 1 I I 11 - • 1. 1 a I , .0 1 1 • 1 . 1 • I w r� l w 1 :.. I I w ii n ofdai /E3BWlding Deparftnent g Board city or tovm,. UlAcensin • it . Departinent ni - ■ • contact .......'. iw--: Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the`law',an employee is defined as every person in the service of another under any cons.-;... of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the recert e. c: trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair worm on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until the insurance of this have been resented to the contras c evidence of compliance with r P acceptablecomp authority. Applicants Please fill in the workers' compensation affidavit completely,by checlang the box that applies to your situation and supplyingnames,address and phone numbers along with a certificate of insurance as all affidavits may be subbmittedmitted to the Department of Industrial Accidents for confirminsurance ation of coverage. Also be sure to sign and date the affidavit, The aff davit should be retained to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you : are required to obtain a workers' c ompeosatica policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the penj /licaase number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless otter arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imtesdoadons 600 Washington street • Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat 406, 409 or 375 9�MAM $ Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building"Cornmissiore Permit no. ` Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERNIIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or-to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: - - (2 6 Estimated Cost r Address of Work: —S kJ_ " 6s �f—"2/, Owner's Name: C�2t�Sg t,.. � Date of Application: ,j zel I hereby certify that: Registration is not required for the following reason(s): Work excluded by law E3Job Under S1,000 Building not owner-occupied [30wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MOROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 14ZA. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner.. �- 9 7 " Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav 12/21/1999 12:45 508-778-0200 FAYVIEW CORP PAGE 01 ( 3v9'm' t.i+IMV,�' ��I� c ilh I � 4 la. fir! 1�:5 y,, s':'! ;, ,, ••, � I :T:1.:,� '�' ' �`�.: a ! i I. t i' 11� �•'�I ti 1 t}Z i!..I l Y l )� +.}} I �t.l�'i 7 t.y FItS t� t ���.' '�• .��"2•�� 'e� � �) Ir, '( }I 1:1.1 I I ',a":s�,• f..' .;ll} I. a�l�. � Jr�'a� �t� �i�: .IL1 ,a•1 (Si.,i �r .� I '!'4 ,t, } .,i. � I � al��.. ' �'I .'' t ; '°11 � .t 'z;� I, ;s.'I 3 fiSj 1,F,'.} `;t1k?•} ilf i 11 g� .. ... .. yeti r , Z. J : t , a f I pia,{ I a a�� r pi I 1'li i 1 °p THE The Town of Barnstable BAR MBIJ& MASS. �' Regulatory Services �Fo N►p�a Thomas F. Geiler, Director ' Building Division '= ` Ralph C_rossen, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax! 508-790-6230 1 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION 'MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: i66SO MA-' �OJL Estimated Cost = �w Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law (]Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: . OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.MA. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the ent of the owner: Z'Z dy D e Con actor Name Registration No. j , OR ' Date Owner's Name q:forifis:Af iidav ESTIMA TED PROJECT COST WORMSHEET - LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot E GARAGE (UNFINISHED) square feet X.$25/sq. foot= PORCH square feet X$20/sq. foot DECK square feet X$15/sq. foot= OTHER [3z� t square feet X q. foot= OG Total Estimated Project Value For Office Use Only Inc/usionary AMordab/e Housing Fee Residential Commercial** Property Owner's Name Project Location Project Value Permit Number r "Existing Sq. Ft. **ProposedNew Sq. Ft. Fee $ IAHFORM 1/3/00 - 92. 677�111Lt3)6ClfeiLLLfL (l�i(��JfCCJ2LlJe�j .1 BOARD OF BUILDING REGULATIONS > License: CONSTRUCTION SUPERVISOR f4. Number: CS 027521 ' ` t Birthdate: 09/05/1946 N< Expires:CredTo. Tr. o: A028 ReJOSEPH D IAFRATE _ 41 BLANTYRE AVE 'CENTERVILLE, MA 02632 Administrator lurid. l:hlf�l.i;��' .N1.Nf CON REGi'STRAT:CON C:3oard CAI �;1; I.�.Cl� 1f;=1 i'tic::.;:�l11latj.ons, ald .:��.and 1 � � O11t tlshbu1 1..OY-i PlBCa — IR001)1 130 02108 Il)f lI 11'1PI 0VIMMEN_C' C01\1 T RAC'TOR *� Imo '• L 1_i e�t"1,U1'i 113807 c?tp7.`t"ct1;:,:1oil 0,-,^'16/01 PF IW)T 1:... c off P(:lF2r'`,T1:ON BAYVIEW CORP . 41.1 BLANTYRE AVE i The Commonwealth of Massachusetts —'gr Department of Industrial Accidents Offica 911AN sti90919s -'==_NN 600 Washington Street 'Z�rV. , Boston,Mass. 02111 workers' Compensation Insurance Affidavit iinic utitf6 WWI /,lfiotiij ����������������������������/" name - 0o=2y J- Q location' p 06&+- °)-d tee- city �1�V`!� //"f 64- phone# '77-E-D�Z� ❑ I am a homeowner performing all work myself. 7. I am a sole pr rietor and have no one working in aav ca acityIF 0/11 I"a... an emplover providing workers' compensation for my employees working on this job. 7. comnnnv name: address: city- insurance co. oiicv#� .. .:.. IN / /////%// i�/.%iii%;;;:ii >'-•-. I am a sole propriet r,general contractor, homeowner(circle one)and have hired the contractors listed below w no have .. the i'oIlo«1ng workers' compensation polices: .....•: ......:. :. -. companv names address ��...,,�. `� :.:.• .:.:'.;:phone•#-:..: �tw :.. . ....... : tvS: > •�� inspr^ace co. ................. . .. . ................ comnanv name- - - - address: :. ..:.• one# .........:...`. :...: :.. ::..:::................. .::.:.. oliiv#.... . 3nsnrncc co V111111101111111111110 Failure to secure coverage as required under.Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/or one veers'imprisonment as well as civil penaltiesinthe form of a STOP WORK ORDER and s Me of S100.00 a day against me I understand that a copy of this statement maybe forwarded to the OMce of Investigations of the DIA for coverage verification I do heren if}•under the pains of perjury that the information provided above is truo and correct Date % 2 ( � J Phone# ? S — - Signature � _�� "�' ' V�\ Print:.am ? — „tBciai use only do not write in this area to be completed by city or town official t : permit/ilcense# ❑Building Department city or town: ❑Licensing Board ❑Selectmen's Office check if immediate response is required ❑Health Department phone#; ❑Other contact person: r; `y , Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for th=.r quoted from the"law",an a WJoyee is defined as every person i the service of another under any co n w-- employees. As . of hire, express or implied,oral or written- An employer is defined as an individual,Partnership, association, corporation or other legal entity, or any two or more c the foregoing engaged in a�outt enterprise, and including the legal representatives of a deceased employer, or the re=' , association or other legal entity;employing employees. However the owner o a trustee of am individual'partnership apartments and who resides therein, or the occupant of the dwelling house of dwelling house having not more thaw three another who employs Persons to do maintenance constzn�on or repair wow on such dwelling house or on the grounds = thereto shall not because of such employmeat be deemed to.be an employer building appurtenant . enev MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold any issuance or h of a license or permit to operate a business or to construct buildings in the commonweal Y PP licantnot produced acceptable evidence of compliance with the-insurance coverage required. Additionally,neiihe1 Public work f pu commonwealth nor any of its political subdivisions shall enter into any contract for the performance o . with themsarance regnir� of this chapter have been presented to the coacr.- acceptable evidence of compliance c" authority. . / V/111 ' Applicants lies to our situation and " a ensatian affidavit completely 'checking the box that mpg y '17. Please fill is.the.workers' comp vith gait a!certificate of insurance as all affidavits maybe r; supplying company names,add1eSs Phouc � covw4Also be sure to sign and submitted to the Department of-Industrial Acadeo to tI�e city orxown that the aPPhefor the pe*m:t or L•'c �c:s date the affidavit The affidavit should be z b&mtzW Accidents g w or . Should you have any questions �'law" T•` being requested,not the Department o� _. .... . ........ ' are required to obtain a workers' =npen�on Policy,Please call the Deparomeat-at the=mber.listed below. City or Towns The Department has provided a space at the bot=or lete_and printed legibly. '�"' Please be_sure_.that the.a$lidavrt�s c�n�pto y� g the applicant. Please ' affidavit for you to fill out in event the Office of -- tr, be sure to fill in the pen�atllic®se number which�be:used:as a.reference member. The affidavits may be z�eturned _ the Departnneat by mad or FAX unless other nn=gcmmft have been made.- The Office of Investigations would Like to thank you in advance for you cooperation and should you have any questions. Please do not hesitate to give us a call: �V /011 � The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Indu strial Accidents OMCe of IwedWadoas 600 Washington street - Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 l �L% Cleat Stiffener from page 20 11 JO z� 1111 t III - �4 �hvx• I� 7 �I I I�IP t Il 4 T - �l 6i2wi77 ��i�t � ���11 1"I� �ul$�Y�a� ra A� 7 It c d � k } ;F +�+t3,��lP�rt7 W e441, I i v,,.,-- ct cA-C( �- � F c 7 s ,�� c4 r-J. I ch Y� Pr I,(� R^oP. rtG n to c� SSG f 4 ( .�i..e 5« ,a�. al F 4 ® B'co cl.i 3�• (F.x � �5 cnscnq� I 3Z � 35,5 f r,-,/�...-, � ��\�"', �. �tg 4��,a Ems.%�.,,r•..�.,,�� �:o..A; /�s6y�7f I I r , _ p PR O F f LE t�tc r n y t 2. -5 o ne, _ ftG"1'r' Yv1 carc tl, - - (5,F -3- Plop _ 1Z 4 m p. 5cc.a--I. FLoc.i--_c - L} (25 - �Fxcrf� rJ F.x i1L 15.S " 1 �CcI� i �,�.^J r�-..�- c1,� �•,�-. i ' — �J a ? � `` , � ' /`�'-rc._., rn�c he� _ O r I �-3 PR �� 2 r v U t r, -- �GLTS -V- I SGCS clpLl� �J� t� c I F v. al � ao a � Ila, 1 � 03 1 Ii 1 j Li Li ❑0-0 0 r ❑ F— ❑ LLJ • I LL- LL- O J W ❑ ❑❑ ❑❑ ❑El-0 0 ❑ ❑ cl 0 ❑0-0 0 ❑❑ ❑❑ 0 0 0 o ❑ �� ❑0 ❑❑ , ❑❑ °❑❑ ,v®/12 ❑0 ri ❑❑ ❑❑ 9Z 19 ❑ ❑ mz . Mt� E DETECTORS REVIEWED ah al S, 3 sE tUILC NG DEPT. DATE i"OF E n > DATE o ERIC J. �G I �o❑ ❑o FIRE DEPARTMENT CEDERH( m 0° �,., °° BOTH SIGNATURES ARE REQUIRED FOR PERMITTING STRUCTURAL ❑❑ �� ❑❑ � - No. 38362 (0 0° °o O j ® aS/O L or. �❑ ❑ � �❑o 00 �0❑ 2012 ®O I❑w v I n Sao '"°' 00 a0 ❑❑ ❑n T , w ' - O r R DQ4G1 @@WH M 009m � g+ W ❑ ❑❑ ❑ ❑ - I C�{�'v1tilC�D�13 ei ❑ o � o0-0 0 ❑ ❑ 00 - ❑o p b y .i. ❑ 11AWN - - , - cpp ❑ ❑El- ®£DA t -. •'. i I.. •' a. 99'-II• IK' " pT. Yr o ' ..0_ o roei>z ❑0 110-0 El r4 KuF ` ° . I f " I - I - _ ., o ono❑ � `' �\. '�. - R - a ❑moo Q i M1. . . . � �� � z of I ? Y-Y pp•Y I .. .I TW OF ��s Ri ❑❑ ❑❑ CEDERHOLM m ❑❑ „m;,, ❑❑ O STRUCTURAL ❑❑❑ xonlr ❑a v No. 38962 q❑ ❑❑ a k L. 0 ® ® ! IV o _ ❑au ❑ Ir.r 0 201E ❑0 El EXISTING FLOOR PLAN ❑❑ ❑❑. Yp'd a.'d V4'. �LOe .11 04®1 1 — ❑❑ ❑❑ ❑ ❑ E '_'•`,, ;`, P RIGID FRAM INSA../ SCREW 7a4 4ND TO IXIBT.NN 9RTUBE COLUMN WSIB'LIN DAPLERWLLOWBOLTSPER COL.W5060 ACWSOO i ACWYkO ii a 4Lf3VLii ALIW4�0 �- g GENERAL PLAN NOTES; - ------------------ -- -- . 1• IAV �• •. ' NEN WINDDN I. FISTNG EKTERIOR WALL CONSTRUCTION:214 ND.STUDS 0 1 B'-0'75105UNDER S•N TO / f�`! O 16'O.C. I I I GLANCE -wr OP GYP.BD; V4'SNIh 5P4FRAME NEW OPNG5,IN IXIBT.WAILS PER CODE NEW WNOOWREQUIREMENTS 2SeeDENALITONN PLAN FOR IXIBT.IMlR TOR WALLS TO I Q U W /I'' JR[MAW '' '' TNEDRAi CLO. I • 'MAN 0 16.OR N14L1 FRAMING:2i4 WO.STUDS 1I OC.. ' ' PLAN DETAIL 6 DC b. NEW INTERIM W4LL5,]a4 ND.STUDS 1 j •16'OC.Ifn'O(UNLESS NOTED OTNERMSE) ACRTLK STUFt4 i1NI5H dea 7 FONSD. 1 <„ UV -6V51A.ON Pi W.BLOW PELT OVER IXIBT. ^\,^I'Q` S. INTERIOR HALLS W POCKET DOORS TO BE """"`A ��//__ N STUDS 0 1IN O.C.(TYPICAL) ((TTYP.FOR ALL v at TY -------- A. BARRIER CATHEDt(4L CW. 2070 T lA . II_Du - 4. MNLrhv4' L FRENCH DWR9 TO BE ANDIRSON A-SERIFS - ---- (ST011 SERIES NNDOS TO NEST MESACNESETTS STATE EDGE OF NEW WD.DECK LINE R CLEAR In TEMP.GL.PARTITION ❑ ❑ A_7 STORY MNDO \' BIDE W SIDE CLIPS ❑❑ ❑❑ CODE REOIIREMEMS W OP-EO w OW E GLASS ' B 1 i/ (REFER TO ELEVATIONS FOR GRILLS IF USED) I I TTP. q•B POST BURIED j ABOVE f/ 013 °0 S REFER TO ELEVATIONS FOR MNDOW R.O.NOGHTS - EV WALL Bi4 WPLL ABO✓E- ' /i I i ABWE FINISHED 4 SEA ELEVATIONS. - - - - -�- TO CLEAR 4L459 r --__- /I WC i NFN COFFERED LLG, i-'-'-'- —MST.2x4 STUD WALL A APPLY FLASHING 1 SEALANT PER MFG'S, j ABOVE , S']9 (SEE DETAIL B/A]) VO' 2' W V2'GYP.BD. RECO M DATIONNS IN DOOR AND WINDOW INSTALLATION ]. GYPSUM BOARD:ON UNDERSIDE OF EXISTING ROOF DECK ,�B NEW WALLS- 4 WD.STUD / I AFTER INSTALLATION OF CLOSED CELL FOAM IIIPLACE STL.DR. //�A In'G CONSTRUCT - ]BOB l INSULATION INSTALL FURRING A 1/2'GYPSO,2 COAT - O I / TO UND IDE OF ROOF(TTP.) / II: ECREW bA STUD TO FYIST. JOB. INFERIOR HALLS TO 5!V2'GYPBD.W 9KIMLOAT. '' 1 ,L// S'- TO UNDERSIDE �1' h]STL TLee MUM B. BATHROOMS TO RECEIVE TILE ON LULLS INSTALL 1/2' .0 PT.WD WnTS• i / W G BD.CE LONG .1 _ _ W 3V0'L1N DAPLER HOLLOW CEMENT BACKER BOARD. SEE DETAI49 TOIL UST _ __ _ / BOLTS PER M. FORA ---- T9-B AI�(I ur e 9. ARCHITECT TO APPRWE ALL DOOM,WINDOWS,METAL � � CONSTRUCTION(TYPI ) .ly`JV . FIR90 Fly /1 �--- - _-- uN��`� ROOF 1 DRYVIT WALL SYSTEM I. ._ PLACE� DIST.(Irm AL) S E gI II TTP. RIGID IRAME f - fin, 1 II IXIBT.O' ..4STS5 BOISR Q104 T CDL RAS. D.SRG.W 2' 2 —�- 2 SYNTHETIC ST00 A FWISN ❑ ❑ 1113-00 00 e TYPICAL PLAN DETAIL 5 I ¢ F I,1 (4RCHITER TOR TEN I - S/d'a B V2'O'E WOOD OR LINE W SEAR i'r{ \\MODEL-TiP.]r TREK DELKIIIG SYSTEM- ., -STORY WHmOW I \ / I SCRFNED L.ALL DECKS) 1 IBOVE \\ i I- JFNSTS(TYP.ALL DECRS) ❑ ❑ 00-013 1 \ 1 I D ❑°FevmwwTe °❑ NEW 2N STUD HALL ❑ ❑ W VY GYP.BD. ❑❑ ❑❑ El 0 ❑❑ cpp ❑❑ STEP ro� 1 u 1 Bmo I RENA' LsicrAe� \\ i �� - ❑❑ ❑❑ (SEE OR.ON A-S III 1 ' FLUSH SAID i INSj'ALL NEW MEGA \\ I ❑ BtVG112 ❑ u 1 I cLNE DmRs TLftV-OR IV,SE NEST \ i I ❑❑ nrBFEz ❑❑ ul III i /\ OUIKHFAD F Lu\Ivr 1 W n�U2.6�. i scREw 34 STUD ro ExisT. ❑❑ ❑❑ A-8 NEW B P PoST- ON INTERIM hT En TUBE COLUMN ❑ ❑ 1II I I ALALALF'COLICR FS�_—f8 TYP. BOTH NEW w SIB•L.OAPLER NOLILW • TOP. IXIBT. IXIBT. IXBiT. EXIST. EXIST. CNST. II �, r • B'-0'TO VNDERSIDE I LONER FCROIES(SEE - BOLTS-3 PER C0.. tORTHOE PORTNILE PORTNO"E FRTHDLE RRTW.E PgiTW.E OF GYP.BD.VAWIkf I pM. FOR LOCATO@) 4 5'-B'TO CNTR. 5'-B•TO CNTR. 5'-V TO CNTR. B 5'-B'TO CNTIt. 3'TO LNTR. Y-B'TO C _ AMN5050 ABOn F.F. ABOVE F.F. ABOVE F.F. ABOVE F.F. ' F.F. ABOVE F.i. j - \ 1 S V2'RYWIT SMG.W 7 _L R1G10 FRAMe NSUL.E 18lFNSWFAT1f✓G71&AT$- - -' -___S - - - _ _ DJ .SYNTHETIC STUCCO FINISH \•/ 2BO5 20TB 3 Va17'PARAtAM POST I • • \\ 1 TYP. TO UIIDER51pE W ROW 1 LINE OF CLEAR STORY WINDOW @�' .IIW71 CATHEDRAL CLG, i' i ( I -. PLAN DETAIL 4 . j n ABOVE �� r i �I► ; `` CAT oF� INS WALL IABnIW�e VC�L1Ocn I cy ; RF CASFI ABdC `ry/I CA DRAL CLG. LATNEDRAV\ \�\\� A \\ I . 1. 3, STOVE \. t W-O'TO UN0ER51\ ♦ / I : _ LAV'\\- I 1 ;Q \1" \ VFW WINDOW I OF VALANCE(TTP ND). \��\ r 1 F r �` I ___ __ _ FM ___ SIB_ _OW_____ ___ __ ____a�____�L V4 SNUM SPACE C VALANCC i n ` \\ - lab BETWEEN WINDOWS Nf 1 h1 WALL - - ) ACWlOW ,ACNW0040I� i ALXfiOBCj ACWCOA 1/4'SKIM SPACE /\ \e O O❑ /.I i 7a6 wll1 9'-0'70 uNpE�IDE a C ABOVE CLG. TUB �\ ahEDRAL OO. Lil I / \ De. j a - �- �i 's-.:•rr RENAINFXIST 7-APPLY FFOONIBD. ( t8W TS TO WINDOW Jy a LJ4:L V W B'-i'TO UNDE.0 OF CL4%> /' `\ K"� - STtKCO FINISH dE�R IXTCRI ' - •® p N a \ - a PST AS 9NffiWN IN DETAIL IrL:fllli L V i L�JI:J V L4\Y.IJ LA IN (TYPIL\t) ' FOF�pCCIXK9 s 9tR L LOCATION ATI ON a X\ ��E/ uTHeoRucG. \ BBTBAi VIUmNIGS TYPICAL PLAN DETAIL 3 ' B / WC \\S�h,!WAU w TO UNDERSIDE L�GDW VALANCE - \\(8B I: ..\// (F RIAOI ABOVE - -go- - --E3--- - - - +C -- - I I.-Oil A � N ®. / LAV � b'-0'TO tMDCR5IDE SLIDE tJ - /:5p000: SIT. 2B78 R<5 SR-0L IaF BNSOR - r'j7i • W ST. V2 STUD WA LINE OF CLEAR ( 2mn�a� STORY WINDOW I L=JN11�111 o ON IMERigt ABOVE A /GAL ❑O - 0)INA FRAMING NEW MNDON B EWE i/2'RYND,9WTG.W 7 ��•CH OF�^ RIGID FRAM INBUL.\ i GT-0 \ s SIGID FILL EINSUL FNISH hF1W HINDON V �t4 S9 STUCCO w'BN M BPue 7a6 FNLL oB�Y'TO UND(LR�IDC�OP W.G. 1 I - ERIC J. N PLAN DETAIL 2 ❑ ° CEDERHOLM m ❑[3-0 0 OVER XIST,IDA WD.STUDS APPLY B '-/. Y ie B O. .STRUCTURAL �{ NFW'h4 STJD.NALL yyy° 20/1T7 ° Wr PLYWD.SHTG.A 2'FORMED, p(L�`r� (n De'GYP.SO.'EA. ❑❑ ❑❑ NSUL.W FIBERMEEH A ACRYLIC m`�()o`p p yO V No. 38962 ❑:❑ ❑❑ STUCCO FIN1511F U� - �CATNEDR 6. _ - SCREW INA STUD TO DIST, ❑ ❑ \LAv CATWEDGT TO REVIEW POBSICILE h]STL.TUBE COLUNN NEW I/2'GPWS APPLIED OVER n \ GTNSTALL CLG.AFTER NVAC - W LD'LI DAPLER lIOLIOW YL' IS INSTALLED(TYP.) ex'ST,WD.STUDS- /^\' \ n B O ' - BOLTS.IN PER COL. 1c p \ M T. STUDS BOLTED TO ` 1`` IX - ! _ IXIBT.COL. 7,` lU\ NEW FRENCH DOOR Q VALANCE a IN MEAN.ROOMS CARRY - U W A4 WALLS UP TO LNDERSIDE - AI) Lge \ 5 K N 5N 1 IRS PIYWD.9MG.W 7' CF ROOF OeCK TIP. RKID rraM RNSUL,t' 9 &IDES • 26]B \\ YNTHET $ CCO AN. 5 8078 - - - 5 w)2 FWING G EWE ❑0.LL I ❑ `acao 0 5 PROPOSED FLOOR PLAN•NOTES u'BRIM BPAGL !❑❑ w.nNo WINDOW [3 0 0 0 @MKva•.p.p• ( I PLAN DETAIL 1 NEW wINDON "o❑ zoT2 ❑o NOTES: - L ARCHReCT TO DETERMWB/RUC OVMIDI 111111 TO IRANI PAGE °° ..LL °° O1RlNG CONSTRUCTILN 1" II_Du I A m 3 13 2.5E!81TE DR4MNY8 FOR ORCNT GI NEW REPULLNO DPl.K4, q �❑❑ L ❑❑ ❑0-0 0 . bra, »,q A•4 '. :- D'4 • ' J'4 ' J'4 L !'4 ° 4.1' 9'-tl N /!4 'D -..- a� I fto � - -- ------- ! \ R I/2'PLrWD.SIRG w e' T RIGIDFWED.Il5DL.1 L.L 1 (2)SYN Z4 F f STUCCO FINS' J Y- OF NEW MCI RAMM6 0 EDGE � 4 Vf SHIM SPACE ry- . NEW SLIDING GLASS DOORLLJ a i y ❑ ~ — ❑ �., TYPICAL PLAN DETAIL 11 - - - --a- - d IY-v ffl. Y- / .rr BUL .AeDae �)'.. N'd !I' Y-J' 4'•>' 3'-Y / 1 ! \ e It RIGII SYNTHETIC STLYWNISN �'FER EDGES OF FOAM w.To DlneNslws slwW '—X-+1 Ep >? a D' AR0.MD PORTNOLe WINDDW — /\/',/' /� 1/1,W.SPACE J - - - - - - - - - - - SLIDE _ - _ - - - ❑❑ ❑❑ ------------------- I °11 O I � 1-Y) Y-T f y_IO' I_b' i - I \\ / 1 f%5T N4 STUDIjV ONLL M74 PoRTHOLE WWDW MTERIOR YP.ED.ON SUPPLIED BY OWNER I \ I 00-130 PLAN DETAIL 10 0°PL4® DA E °0- °❑ DRAWN en 110 ❑❑ tl/R/12 ❑0 1 '� - \ ❑0-0 0 I N \ 1 VY PLYWD.SNt6 W 7 SCREW m STW TO E\'GT. ❑ ❑ CL CL CL LL CL 8 STNTNETK RIGID hT STL T,SE Cq tl' s'-57 T-YT W-v Y-lE !'a a4 - J'4 1-f N 11 1 '-NF T-Y 1 Y 4 Y-!' `\� p'-V MC BD.STUCCO C l..1 FINISH W M LIN DAPLER HOLLOW —yII SALTS J PER COL va'91m SPACE 'k--•L..- !TP II y-!• v.Id° y-r r-W Y.r' f rw• ----'----� I \`\\ i I I NE.WINDOW Ilm I D e& i §i 1 I P r a 1\ Rg ` a • �l- I / ` I Q-- ---- -- 1 - ---- - ---------- ---- '� -- --- `\ R g V<'W. 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N TO Aro DECK BOATING HR Q 1.CODRALTQI B1EUL OI[fS AND VERILY BP61PI4TKN AND%MI pMD9KM,DETAILS,4NG nATERILL9 AND CEDERHOLM In Aro YMSTS P IV OC,FOR I/O'CARRIAGE BOLTS TNROUGX V}GITNM M TIIF IIBO BEFORE BID.f NIROLTWt 5xALL REPoRt gYRFPAYClE9 TO TIE AM IT PRO!TO �I DEM F� B0.TED TO DECK PRA/i NG AM MIG BID O'ONIN4 OR—RCSWx51BILDY O STRUCTURAL —i SEE PLAN FOR ERTLI'NT yF O:SALVAGED MATmuL 9'NALL BE Rgri4®FROM THE On WILY MLE99 TEMS ARE NOTED TO SO RETURNED TO - - v1 - .. •^O L.L� - OWNlR.THESE SW1Ll9E SALIAGEO I IMMAN®N A9 5 rpNDITRN,TON MACED,OR DELIVERED WTNIN 5 No. 38962 e • rPNgT SE AND LL4,w)N bTRJCTIAE OUfIINE A"STING Ng15E nRCO A E.TO AN AREA D RCRED BY TNC ONlfR. TON !.CONtRACT.-11 VOCO OR IWfOq.4ND¢C41.AROA9 PALLTT PR.TO(PMTRUOT1. -• � �1 ]f(ID wD. Is -' mxeaxrcIC lu nu Re wIn RrwrWSFN r.MA1 runlGrD r.nrsrmxen IAN05fAPiNG As DeTewuxeD Br a+NCR. - ,A -r � - I ALL lKTERGR—D—BE PRevsuaE TREATED TO MEET COWL CODE REamen�Me I exvnKXnexru � rpm � ST MECHANICAL ROOM FLOOR EDGE OP NEW DECK B/4'TI4 PLTWD. - /p t ES P �R �A� FRAMING DETAIL MILL AREAS) C Simmw COOSBUCIIO(I nom PA,�T o ❑ FW— = ❑ BOTTOM A (0)ArOS ttP. ❑❑ ❑❑ O ATTIC ACCESS STAIRS-ruu DN.STAIR M/5N lT. O NL'DKOE GBMET-4YJ0 W TOP•n'AFF, f NRW J0.5TS] - - - � PROIDE sn.AN4Le BRACKers ❑❑ ❑Cl O BEM RDCKET O MiacO LAFI LVL eam-SDIE As NOTED- CLT.MSTWG Aro BOLTED TO MST.FOMDATON by COUG/fIR.WO.POST ❑ ❑ FLOOR JOISTS C TO SUPPoRT EDGE OF WEN JOISTS q.p O•DO.CONIC.FT4. 4•-Y REFRAMIT,FOR NEW (TYP.) W CNAMFER.CORNERS . O BEARING WALL-A4 FRAME WALL,OR AS NOTED O %ANT 9NELF _ __ _ _ _ _ _ __ _ __ _ _ W ed PT._POST ABOVE_ _ _ _ LU9TAt RECE'3E0 .k SHOVER-SEE A HOUSE FLOOR LINE FOR DIITEKS EE 3I4N6 STNiHETIC DEGKINS ' O DROP CEILING TO r-01 AFI. R1S ROD!%ELI I AS MOT 5 0 IF O,C E iLR. - - �.WF�,�,��� O COL.NO 0 PERIMETER (4•RECE5S)WD LCOR T�A JOLST �I Di0 DROP CEILING TO IO'•O Aff. - R180 IDOAXE ROD E SHELF '' - S OUTLINE W EXISTING IGUSE Ir t m I (INSTALL )AG M.910E W POSTj _ - . - § .A-9 I 0 H.JOE 9 i ,I I INSTALL NO BLOCKING sCTWEEN JOISTS ,O DRYER VERY TO W RIOR-DAMPER.-.NO SCREEN TA TUB ACCESS I P B'0 a S SISTER AG JOISTS TO DECK' OF6U40 METAL FIREBOX W DOWO FLI15N TILE HEARTH O TOWEL BAR 1 p FLOOR ARM-MFRAMING TO CRIT MAIL . �FI— a-r N• 501P.+ON ABE Po9T BASE AN—ED O TEMPERED GLASS - 0. • TO CON-%ER W 549'DRILLED 1 O (])AIO LEADER SEA` I.I PINISH.GRADE EFORIED STL,BOLT ❑ ❑ O (9)AIO HEADER BEAM TP TOILET PAPER DISPENSER 1 (e)AAT'S UNDER ❑❑ ❑❑ I ERTERIOR A4 WALL I a 17 MA.CONC.MR IN SONG USE ❑❑ EAL ❑O L4 M.YID DEM.OVER .GISTS(TYP.ERTMOR DECKS) O NOSE SIBS FOR WATER SERVILE O STANDARD VANITY HB41Fi-%'AFF. - I W FLARED BOETAT/(b)18 BARS I I W4TISILL'OL. WB'ILVK OLINEN OR PANTRY CLOSET W 5$PELVES O WATER CLOSET 6OF LINE LOAD ON DECKS-TT%[AL LT LAUNDRY TIs-MUSTEE AD A 1 !W WE LOAD ON DECKS-TYPICAL 1 00 ON STEP W y - ❑ - ❑. 6 I 1 I - I. 1 ❑0-0❑ REMOVE EXIST.PIRFPLACC 1 I l PORCH POST - ❑❑ OBeYb BO ❑❑ 1 AND PILL 1ST.FI W AG {.� CPP F RNO.FLr�MG I W4'PLTWD. #fi I �Bl CONSTRUCTION DETAIL p❑ ❑p 1 A'q 1° . Y-0° ❑❑ eeEfMTB ❑❑ ❑ ❑ 10 1 i ❑❑ lVBH2 ❑❑ i F I ❑ ❑ :F Y4 I F tr p C EDGE OF OEM ABOVE DDET41A.IL�MR-SEE 5V - I A tYP.0 A a ttP. - .. DBE.AG RIM ST PIER Aa WTLMB OF EXISTING"BE - •� .- 1 1 I !In FRAMING ANGLE ABOVE 10 D. ISTS 6 FB BASE I SInF9A1 Is BASE W PLTWD AT ON INTERIOR ®n SLOE TO ATTACH RIM A•9 1 �= i I. Jg5T5 TO ITS. —— a TYPIriL ATTAf�DIM FORDIM NEW FICCR9 A "M`To - EXISTING CONSTRUCTION. t EEmsf�/, 'a 3 LAI BOLT NEW AG FRAPGNS TO EXISTING E D 1tl.BL I�C FLOOR FRAMING W I/Y BOLTS 0 IV O.C,STAG. LNE - L .( . PROVIDE JOIST HAYGCR9 RR ALL NEW A-9 � O [//3 FLOOR AND DECK O979 TO PERIMETER FRA NNG 1 (y L PORCH CONSTRUCTION DETAILre a TENSER$-SIni9A!xus OR SIMRAR 2G PT: D, IS '(0)Alas TYP. 1 , YY,ILI.ILM1 Q Q . Oc MIS BEAM D. i Six q q® P. I (0)NOSTYPO - TT a-5' 4'•O ml I I I N - p a.n tt D T RP9 E I M TT. MOTS ' (])AIOSP.� _ (0)NOS TYPO B/4 FI!PLOD 0 5d ( r D E•GNB BEAM -°E DPTICWAL 9/4 6 5MN. THENETK OPENING WATCH ACCESS TO EXIT. fir-- A 9 _ _ I _ _ _ S/b GAP BETWEEN BOARM . CRAWL SPACE•ARWITECT - CMCMCM JOISTS To LOCATE a SITE PROPOSED FLR FRAMING PLAN r^ p.. _ z� Aro Pr.JOISTS a Is'D.C. R oc TOP a)qer •�' slnFwxN ale a u.JgsT a ' -'1].. LL ON ALL NEW FLOWS. - ❑ ❑ • - A_ s ❑❑ - ❑❑ - - - - LL W ALL'NEW D ECKS. 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TOP OF JOIST W 3'NCCK. p DIST.LAIC.PICK i N ly ® 0 IOW FINISH. —SIMPSON FS POST BASE ANLNORCD Cl Rai.Qom.. r ❑ - TO CONC,TIER - ❑❑ ❑❑ Ap LNE LOAD ON NEW INRRIOR FLIS- ❑❑ ❑❑ MCAL PORCH POST PINISNeO GRADE ` !W LIVE LOAD ON DECKS-TYPICAL cDPlHpNO 601 LIVE WAD ON NEN EXTp,DCCK9•7TP L - �� ❑❑ 2012 ❑❑ CONSTRUCTION DETAIL / E \ DECK CONSTRUCTION DETAIL p DECK CONSTRUCTION DETAIL Cl❑ p❑ 4q _ ❑❑ ❑❑ - - - - - - - - - - - - T ------ - - - It��I �' 4ve 0 u•oc. SEC FItAt9M0 SECTION i LL 1 / f � . EXISTING NOOSE AFP qB D.P.ND.MSTS r BD•O.C. IRlDCRS OF (G)ble l ❑❑. I7❑ 6xYJ DP BE W/ W 1 In'Tt&DOUG.FIR O I PRAnI I-(2) S\\ /1 li ❑ ❑ Bag DOL'G-FIR SUPF DECKING AWE - POs 5 \ it p _ _ ' ._ _ - ' I 1t6 PRAnINo II I. I I I I I II— \ TO BE sTNk f I � -_=_c_=______ I OVER EXIsrING RIXl _ LIVE L.1D I I I i 1 I I I i i ! --- -- ❑ ❑ _�Te Aewe .TO ONDER5IDE oP R.GOF \. I j I I_1 1 i _ I_ _ ! \ ❑❑ — ❑❑ Te r LL•o.c. n�o ; ------ - I j I I I I I I I I I I I I / I I 1 - __"__._._,__ �T, PARTIAL CEILING FRAMING PLAN f ❑ ❑ I I 11 1 1 I I I I I I ----I—'—' v4'•I'-o' I II — APPL VE'""n STICK FRA11E IXIBT.ROOF . ON T OF C. I -.-----.-.- -- TB FRAnING r le'O.L.W I IN AREA i- W SIB'PLYNO DECK ABOIE F—(E)T6 BEE FR " MAIL _.L_, B.B WUO/PIR WD.BIIPPoRT 11 30R ROOF LIVE LOAD IXIsiMG NCO%ROOF _ .�. - POSTS .. / \ TOUNDERBIDEa _----.------- ___ _.-.TB- .- 110 ❑❑ Te 0 LL'O.C. RCOF DECK ' -IN .i ❑El-;;Y,NM Bn ❑❑ �.-._._.L_._. ❑ ❑ ❑❑ CPP ❑❑ PARTIAL CEILING FRAMING PLANa —'-- ---�.—" ❑❑ �� ❑❑ METING NODsE ROOF ----i- 'r --- -- I 0❑ WQ/12 ❑0 -- ❑❑ ❑❑ ——--—— T- 30.RODE LIVE LOAp -----__1 ----- ----- -- .. IXLSTING RWf r 0/D:/-� _—.—. i. I � I I / 1 NEN c RKis TOB P y-_- ....................wERsING ROD? ------------- TNX — . EAIIST.{GOP . 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B Vdr6 PARL.Alf EFN1 CONY. \ HALL BEALW BARE 7',M�L FOR O R 3 BATS x TO FR(MT kALL � 2A'd TOP OF BEAMS FLUJI 1 PROPOSED GARAGE•ROOF PLAN '` PROPOSED GARAGE•ROOF FRAMING PROPOSED GARAGE-SECOND FLR.FRAMING — I/4" E'-0' S6DaE xaxcR ._s vdru i/d PARAwr 1/4" !'-0' 1 i/4'•I'-0" FASTENED TO PER BEAM(2 SIDES) PMFGRRS REMFMS 11I III" BEAM DETAIL Y,d � try Q SIMPSON NDJJ HOD DON EDLTED TO F"4DATCN HALL-. gg � � EDGE 6 fOOTING \ 0 CJNC HAtF WALL a4 HALLS TO UNDERSIDE d3 \\ PAT OF B'Q4i FDJNDATNN HALL \ 4'-C �/W B'CWL.PAD /ra FFAMEm E SNMLLES DIL �RTWD t / D,ROLP ABP/E O }-F �\ dE'BELOW GRADE G % Hd 4-1 II11''IIIIII1111 EDGE OF RO..F R>{ LtLRII I 4' rL______ __ _ _________________ _ 3 I/!'qA.Sn_PIPE p ST2P h p 1 - a 1W STUD WALL ARIMI? \� A FACE BE FIRBT FI/JOR STAIR TD SFtWD PLR. 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APPLY FLIWING t SEALANT 'PER M", ❑ 2642 ❑ SEE DETAIL I REOYIENDATIO5 IN DOOR AND WINDOW INSrA,,t,,N ❑❑ ❑❑ PROPOSED GARAGE PLAN-FOUNDATION A' PROPOSED GARAGE PLAN•SECOND FLOOR PROPOSED GARAGE PLAN - FIRST FLOOR A, LKLI ECT TO APPROVE ALL DOORS:WINDOWS,METAL ❑❑ ❑❑ POST DETAIL RAF A DR'M I—ET Tcm ° E 1/4"-1'-0' I/4' I'-0' 1/4'-I'-01' !!$$ 00-1313 I ❑ J ILL! 0—0[3 :3 SHIM UNDER Ir .ON ND,i� STRAP WHEN HEADER "A CLB A,fT NLL LENGTH GARAGE WiA= y F-E TO Q.El-I flE,zM �fi D-TIE AMPES BEAM SPL� a A x 1 Gm 3LTmun NZADva,&LoWiD. -I., IT. .......----.......... SM.REPORT, V. STROP FRRt IN PIM.MTNO.EWT;.��// (2)W2 MUCLAII -D;I�r Our HP ZAffMS SECURED TO 64 POST HE WITH INEA1,11146 I.HEADER...-.'-`. WE STRAPS TTF- in.ELNT 7 WADIR gLO Wo 2z aw LSTA24 STRAP(MIN.) TO`CST L4 WIN(10)w CGIIVJN • AT SEAM TO I'DST IS MADED WIN M Va IQ SUR LL LS -TM�TES 0'S�-WALL --I-Am TO NO�EINPG WALL:EE,T IS NOT RETIRED AT AN EC11PI LL 5 16.PARALAM w V, 5�14-.V IKIE--!?OR JAMB TO WOOD FRAME DETAIL -W, -SE`"D No 01�146 FZMON HEADER FLOW . SOS-14-11' W�ED (3)-L 4 AT FRAMING NOT TO SCALE MMRS TO SrRDW, A&ANST SMON4- 1.1, �T -C EIITM SM. DETAIL SECTION TOP OF WALL CONNECTION 0 5.75"PORTAL WALL SECTION u (i)LAIR a pm-STIM 0 13-0 El FM cope To W KTo --m-INST- [3[1-0 0 NUT A.D­,Z� 0 0 0 Vac �EMC�.4 1107 THE'ROME M ANB-RRS SPEfS.FM!!D M WIND EY O`KM GARAGE DOOR CONNECTION DETAIL -VV9ON A55 FRAMM4 ANGLES ALL THREAD ROD WITNESS �M PLATE W V4- E'14-P�ALAM BEAM -14.214` IDLES WD VISIBLE FOR Moorm ,NI WIN- W DIAMETER ----STROW-WALL POST. ANAtlR BOLT STID SLIDSHOWN LOR E HOT -LEO, (2)LA-EA .I FASTENIDD k� Gv E u-, oil. r CODE TO"'KIM). 0 BEW . P7�klL SECTION ................ D�OlM Vo RAFTERS iou,FRAMING 0 W O,. [30-0[1 4� WA= W cc. Ql� ❑0 'Ir Cyr.ED, La- % 0 [3 --(21 I.AYMS i.-1ASTENED t%TAL NW PEAL.t STIKK LNOMLAYTIMT qAM PER-E TO-lLWDl 5 V4 it 114 F SEAM r'MT,.EN KYKD IWIF PWK AD INN PORTAL WALL SILL EMETM,-R"TILE'PROFILE PE, '"FACTU'VS SPECS.M 14 MN WIND SPACED 0 w OC. CABLE WALL MTALL(2)W S M ODE To aw n1w). in G�,W.UQ. M LATE- D= M�.RAFTERS ON.4 STUDS Aw-WO, �Acm 0 i6.D.C. u W cc,- (i)LAIR M PEAL t STICK UNDMI ATTACHED 13❑0-0 C3 7 0 0-OR MT WAD-OWN • -•EITEM SADDLE HANGER -t"r ISFI ON I'FCAMBp P,sml� 14 0 0 5 V4 WD.POST S"D VIV TIC I ------- ON 2O.LISTS 16.O'Cl FASCIA 12 !1 L sys�onin -0 13 'IL (2)1 V�i TA 14 D-Ft,EIFS A� HEADER 1,0`0LAM LEADER !-FOA,,aD 13 13-w;.-� O 0 M"WINS Ns,'Tim N, 0 13 13❑_0 El LrW. WIDOW E3 Opp 0 r3- 0 0 WPM-PAINTED 0 0 t— 0tvBtsa❑ 00 V4-TIC LYW)"'i W, STUDS 0161 Cc STD WALL 0 Vo LCIM# D.C. I.A�FASCIA T�KTM)S�k EMS ON I-F� X'D,LISTS 1,4 OC. 00 In— .4�M WVIT 0 13 -12-MTED si-PAPMED DETAIL SECTION ............................ GYraD W n.KTKD.SNTG 4 il STAIR SETOND F F GTrSv,ON ,-vy I.-�,r 4. UNOMM OF`D`MS� .... NTMC, MIT�L(OFT.) -7 PA W-STL,S� TM PLATE BOLTED W, Sq%,I, TO. . ......../ -,v S--I,-O.C. - i, _SECTION (3-2 1 MA111D W-DRrAT'En �14,m B AND Tr. 1.15%u a w PA.PIPE 3/4'•V-0' 06 F�OF bA SEYOND- WRIM P- sn�CAR ez ,--9PT R.M=AMATE FOAm RJ y TIOM TO MASONRY in'nwv SNIG DSA= Nos.W Oc, NEI BLOM. L= —ES R. -n 1 14 -1 BETOND AZK --- SNET,�E 5 v4-•1 14' \L tW�KYWD. P� 6-0 ON N!OsO5TS.16P oc, AZEK WAY ________________________\_____-_________-____-__� BJLLL ("0 SAD V4-1 M -�T BASE MPM IL. CON:� -5- STEITkALL FOLNDATON MT VwV0 ----------ow- To w(2) i L W STUD WALL VEL am 01M MaK WO'ST'Lla' KYW).SNT..EPLAL b Gray.BeN WA, GARAGE BUILDING SECTION NOTE: GARAGE REAR ELEVATION I ILIAC N/IL-M 1/4' 1_0 IN!MAL.NEW I'EAL I Sn�JN�M I C� ALL TRIM TO .14 /,r-MTALL NEW PEAL.i STIR LIN)MLATMEM OVER .f-D Ei TO DETAIL SECTION 9 1 M llW`l"` I ,r ENTIRE�MLYWD IiPX Dln�'ADM NEW�O all,�T --........... ................ NExMw vMAL FOP,SMSTM, M.T..�Nu M K�ETL.BE- nV�ROz TILE'�LE M h4tiFACTLIUMS SPECS.FM W M WHO T-�,E4 BOY.RATE BOITm /, I lo -3/4' V-C' �UFWTU� FM Iv M WND I I'm,1RDIENTS-COLOR BY"M c. -i-OlTS- 51 PVR-?� NEW MIXED CLASS W,HIGH P�N,,ECLASS- FIW M�Rli FOR�T SU::� ff 1Y DA,0 PIPE CCL of. r SYSTE, M DETAIL SECTION -................ PiMVIT-EINS P, 3/4' V-0' !4. % an-Cv. K-S4TG KD.FAi4A PAINT ....................- MINTED SYNTWiT. I.X".ON SIM I RrWoSN,,C; WXD A.0 CASING-DgWrt PT. V.RATE-, n.DIA,ANCHOR 2,TONAL 3: M ..IS-..LDING 4!n'QTM. A-TIK 10 0 97 , ON CD,MR El E z n F�n i" A.S�.W, zC HD STDs cc TRm 0❑ 13 Win'FLYWD.EMG t --------r E3 0-013 'DRYVIT'EFS SYSTEM DN -Wr 0[1 PRECAST SILL -5D INSbkTION SECOND LR. 0 2011V ❑ INTERIM LINE ❑0 0-El 13 [10-0 C3 SLAB W, WIALATI. BYS-O/M :z In'PILYWD SILTS FT. I'Ella-- INSU TIN ON TO FRONT)N 6 MIL. STSTI I DIR �YKD SWIG E. tltl -,ju 'M.�M A- FOI IED fCT IRAVE1 8. l�Li TI*N ON ........... IMjP-D S4TG I PRECAST a,Se I-XT�T PIT�w POPS \�EC-AST EASE NEW 4'"Em Tn 0 E3-0 0 NEW WWPCW� DETAIL SECTION 7-E-ST EASE \-lLJL UNDER WEIDDM5........ -- 1 AND DJDRB 00 130 - ------ ---------- wPnalart- -ILI 1�2 WO�,Iii --Ti.I V.0" ------_____-___-____-____-_____-_____-- 0 13 13 0 2012 0 In 0 GARAGE- LEFT SIDE ELEVATION GARAGE-RIGHT SIDE ELEVATION GARAGE- FRONT ELEVATION ' \ '"Eouq oueT _ - GREAT' �FQ�q LOCUS MAP QIJF ASSESSORS MAP 2 I I PARCEL 30 __ REFERENCE DEED: 2571 1-4 '----------- REFERENCE PLAN: 145-57 _ - \ ZONING 015TRICT:RD i DRIVE OVERLAY DISTRICT: �; �� AP,RPOD AND ESTUARY Z.O.C. 5EPTIC SHOWN PER A5-BUILT DATA \F \ PEMA ZONE."C" 9,NNG ®\` `\ \ \'\ f - FIRM PANEL 250001 0005 C MAP REVISED:AUG. 19, 1965 BOUND '\ \ FUND I HEREBY CERTIFY THAT,TO THE BEST OF MY \ \ ,—_ \ �\ KNOWLEDGE.BASED ON AN INSTRUMENT SURVEY,THE - „PV-`It'I \\\ ��/S 1�Fi- \\\\II \\ \ \ �\ MST ON THE GROUNpN ON THE PlA1J A5 THEY . A' •\ \ I / \1 _ I 1 q �qn s�\pF � �qK�-y= GARAGE FOUNDATION Of4 CERT IFICATION PLAN \� � � PREPARED FOR /DWELEWEL #222 AYES ROAD LING F1 \.\\ \ __- / • ``` CENTERVILLE,MA55ACHU5ETT5 DATE:FEBRUARY 25,2013 . - _..-.._ __._____ __ _ \,-e' �c'P - \F�'\`\\ SCALE:1"=30' . PARCEL 30 92,273+ S.F. ' III I Rr'15101 Ill \ _\ STEPFIEN DOYLE AND ASSOCIATES 42 CANTERBURYIANE EAST FALMOUTH,MASSACHUSETTS 02536 \ \ TELEPHONE:508 540-2534 - _ \ 5jd5UlVdy@a0I—M` - 30, 0' - 30, 60' - \ SCALE: 1"=30, R t �•x,� :i• s�. . ;; VJ � ..:ski �S • uu on r •. ` /.�:' Pt •S. ; '" 4,.r, ps Fr^upcscJ t R••+op rtr.n F R opab — ► lours - ® g loch ..o •'r .: ayes': ca'�� o.:�� :•.-.� .t ! �ivs�Jn, ni[c�ft 72�wY � , Sc� vr�c 1 F 4 t10 Ld ir�.Sr.Y. .; reat •i �..' �G,xctf� (Fixc.� (Scaono, so 14 r _L Of^F✓S •/►'�/�/� � l�oh�✓•Urns. - ih9cs -� Lcu�l 33,E �xta♦•,.,5 Sia,� Gro1� j t t f Sc PROFILE To s c'i LE \ ` A / NoT� YV EQUAQUET LAKE O 2. Scuson�i Froo # ►�u.,�f rn�sr \ �\\ 3 A ? 41(n q Was :75 s um d •-T-o.- +-tve Prc� .4 r — \ � --- -C. io t r=✓ 33 -1 ; -1 4vt Order �x P irccS. / rron: r Yad; _ Dec,, C11 I141'l — mar / CGTI UN t,3o•r To Scr>.'..� 3fn 34, Aft / s,..1 / \� .•--lam --~`� 1, �-_-----�--� .... 1 � ; 999 6N lc=>C:!��� LBAr4W)IA13LE I 001 J SPA 0 SEASONAL. DOCK _4•3 221Z HAYEES RonD CErvrtRveLLE , mom • v SGAt_E Itt = 20t DATE Dec rr 2q, 19 ej eJd _ 4.L Oc-rui3ex- zzi I9i4 .O � � 8�a� 11�t4ifV STIQ C+�►T , E WE c�•v a c�v F- L_ /� / c�sn�-emu�u.L•� , MASS. �7 ���' �<<.t`i�e..rce9 (..Gv►c� Suruc�o/'S /o/ZL/y9 Z/ZOI/3 wEQrJq QUE T I �qkE cl GREA T MgRsh, �Q LOCUS MAP �Q A55E55OR5 MAP 21 1 PARCEL 30 REFERENCE DEED: 2571 1 - 4 -.-'-' _ REFERENCE PLAN: 148-57 Of 0V \ ZONING DISTRICT: RD I W '�•�. DRIVE �T \ \ OVERLAY DISTRICT: \ H AP, RPOD AND ESTUARY Z.O.C. SEPTIC SHOWN PER STD �� �,\ \ A5-BUILT DATA ^'F` �� FEMA ZONE: "C" 50001 CONC. \ MAP REVI5ED 1900 1985 BOUND '\ •� \FOUND \. /� PEE / / . \� 'r/s�. Oe� \� \ '�`� • �\ \ I HEREBY CERTIFY THAT, TO THE BE5T OF MY \/ 1 G .� �i \ / / 41, �\ �F�� �� \\ \ // \ ' \ KNOWLEDGE, BA5ED ON AN INSTRUMENT SURVEY, THE \� \, T \\ �O \ �\ `,\. \ • \ \ . 5TRUCTURE5 ARE SHOWN ON THE PLAN A5 THEY \\-\2.\ .�\\ ��/ \\ 'Lih��� r, \' \•\,` \ \ EXI5T ON THE GROUND, ►♦F/ OW IJ, I ► \ u+ ��� \\,��� i.\. �`�P�Cl ,G�STERS19 STEPHEN DOYLE �.` / ! \ 1 \\ ! \ ♦ o NO.37559 � I ! \ I � � \ \ •�qNp iFy��a kEA QUA toAc o , �\ .�-� GARAGE FOUNDATION \• E \\ / ! \ GA�'GE p I 8 q' CERTIFICATION PLAN PREPARED FOR EXI 1 #222 HAYE5 ROAD CENTERVILLE, MA55ACHU5ETT5 DATE: FEBRUARY 25, 2013 — — _ F \ SCALE: I 0 FLOAT syG� PARCEL 30 •\ '•� '�� ems•\'. � •� 92 , 273 -- S. F. \ PLAT! KEv 1510H5: �qK vi i C), _ \ \ 5TEPHEN DOYLE AND A550CIATES ` ' —•_ _ \ 42 CANTERBURY LANE EAST FALMOUTH, MASSACHU5ETT5 0253G TELEPHONE: 508 540-2534 \ \ sjdsurvey@aol.com 30' 0' 30' 60' SCALE: 1" = 30'