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HomeMy WebLinkAbout0041 HAVILAND WAY t t 1 t i �t i • j rt" p �dY T��i �� EP.i3'��C � t .J, ... ., rb... .. .:-_, „ ,. ._� ._-: ;:.. :.. �;{dat 1q ,��� ,..,y; � x .3f b. Jt l�'�d ,�Y"�� 44�.�'� {'� �r. . �,: ..�:,�, ,.J:a�i:. u aa?sa ,.�;.:u;q..�:.� `��;.�'::l� .'.,,•.-.:iiu a.: _ r"�:l.v,. �1'�l;pr� �o- ,t .r,.��; Ix`�e Yn ��etF M- ,..,. i+, • � x.... � � � h... �' �lt{'�, i� �fj'°sj y. t {' a ��1".��a}f i �Ry��'fjt.•�2 :.'.a'4•tRQ� tYi'�� r'V y �, . y 4,a y��r r 4a+i�iti � t*n 4� ,ys�w.s< �'�a�q.'� s y yr.W.r( �1�'�l �.. .M . _ `' ��i�a , w�k�,��,��n s u���y'�' yid •,� � �'�4c,.� t�BM1't�t��xy„���,t��"��" / �, 9 �� &� - - _ "�� ,.n "f4r�r5 -4.. �n: y*�,a.. �„a,���.dx. f .y d�.,arxa.� . :r • _ - , , .. � .. �. � - 'c . ., .. ..� , �� �, .. . - � � e - . e �� .A a �. �, .. 0 �� �: .. e _ .� ,, ,. .. � . .. �, .: ` A o .. E o - � .. .. , s F ° 6 q ° �Y � a o a e � ., � h v° � _ �e' a o o s a e n ., ., �.. .. o .. � n ,. h ,,. o e :rr a e. o _ i' .. '. Y - ,: - : '.. a � '� � - 8 .fie � � �� ,� �� - ..` � � � � � � � � x 60 ah � - n' o -��, � � d ,� F._ , o f �' a � .. . m o � �x„ o � � � e a $ o e ' . .. -� e - fl n ' a $ � e >'. .. e � , ' '� � .� � e � •' ._ ... .o a i � a :: - , a e a a � © � �� 9 � � .. � _ o .. o o .. �. . .. n. a � o .. 9 _ .. a - ,. o e �y � �, � . a � 9 �.ti, � F � a .. e - e . o � i. .. .. - .. ` ,.. a .. a '� e o a - e 4. a .. o n � e - x � � � - - s a. ' ?a o .. ,,. n 'Q s o � a e � - - o n c . a. ,� .'. �Y, o � B e a � e 4 � . P � n-., u � . a s e .., e .. � .. d', . A ..�. b �.� � .. ., 9 - - ,. e - - ..- .. 0 o � � c ,. e r e _, „ .. ... v. � o -.q w � .a _ .= '� � . _ , .. .. _ s ., e _ ' � .,. ��. o �-. w. _ .. m .tea. n , ., o ., ... -.„ .. ., n .,� 0 o. �, . , �. � o t �. '" t ,, � , s •� o � , � � ,: ' � o o `� � � � e a 4 � - - n -. - �. ., �� _ a � .. . .. . i � o a Cock P� A-�-- TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 193 242 . GEOBASE ID 32203 ADDRESS 41 HAVILAND WAY PHONE CENTERVILLE ZIP - 1 LOT 4A & 5B BLOCK LOT SIZE DBA ,t•DEVELOPMENT DISTRICT CO PERMIT 39575 DESCRIPTION PERMIT TYPE BC00 TITLE CERTIFICATE OF. 00CUPANCY CONTRACTORS: PROPERTY OWNER Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 plr -CO99TRUCT30N,r POSTS _ --.. . .$.00 - 1 756 -CERTIFICATE OF OCCUPANCY 1 PRIVATE P. * * BARMS'!'ABLE, �► 1 . ._ MASS. �► 039. A�0 ED MIS BUILDI Te►IVISIO BY DATE ISSUED 07/09/1999 EXPIRATION DATE t 'TOWN' ` )? BARN-S,TABLE 6 1.PARCEL '(' +1-43 ':.> GE+OBASE ID i32203 4 ADDRESS 41 It V1 LAIRD WAY �" J > . PHONE LOT ; 4A & 3B a L i TSIZE � �. BA - 4 '�t i'tYT�' PIE 3T DISTRICT CO,,. ' PERMIT 35058 I CSC.III'`1°I.ez N,SING.L�+r�'FAMILY DWELLING SEPTIC NO 98—°76 ,PERMIT TY.?IE B[J:U) TITI.;E Nh"W RESIDT NTIAL BLDG PMT CO, TRACTORS:, PROPEWY t WNE'R 'Department of Health, Safety ARCHITECTS: w �' and Environmental Services BOND` $.00 THE CONSTRIwICTIOU COSTS , f Y $135,000.00 y.101 SINGLE FAM HOKE' DETACHED 1 PRI VAT E P; MASS. 1639. BUILD,ING DIVIIO1�T I3AI, 9" rMED 12/01/199I:I EXP IRA'l'ION I?AT THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS'. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED z FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. `e BUILDING INSPECTION'APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS .0K 3 1 BEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 —�21 —�S�l ' BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 7l� 0 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY .` VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA NTION. NOTED ABOVE. TION. L _ _ _ = -— J BUILDING PERMIT I! PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICA:!"= Harold H Williams Insurance Agency Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 8tlBassett Lane ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Hyannis, MA 02601 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Steven Belanger Dba No 1 Foundations 1 1.41 Old Stage Road ' Centerville,MA 0202-0000 k f4 r THIS IS.TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICYPERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER bbdUmENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE ,. , -1-i7L-ICIES DESCRIBED"HEREIN4S-SUBJFCT TO ALL THE-rFRMS,EXCLUSIONS.AND_CONDITIONS_O,F_SU.CH..P_OLICIES._LIMITS SHOWN h1AY HAVE BEEN REDUCED BY PAID CLAIMS. r Co I:TR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE POLICY EXPIRATION DATE r VVORKERS COMPENSATION _ } ND EMPLOYERS'LIABILITY LIMITS e, ny 1 HE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE: NCL❑EXCL 0 8111550 9/10/1998 9/10/1999 STATUTORY LIMITS f; - 'OTHER I overage Applies to MA Operations Only. EACH ACCIDENT $ 100,00 DISEASE POLICY LIMIT $ '500,00 ISEASE-EACH EMPLOYEE :. $ tOO,000 DESCRIPTION OF OPERATIONSNEHICLESISPECIAL ITEMS , CERTIFICATE HOLDER CANCELLATION KIRK WILLIAMS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 27 HAVILAND WAY EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 CENTERVILLE,MA 02632 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABLITY OF` ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE L-t t � r L o-r- 6A 4 B EX1 sT►N G-13 32�t - LOT 4� 5' �S 1 o46.F h2 LoT 241, LoT 2 , A%CsScCs MAP tg3 PAPsAL 247- �- '°" CERTIFIED PLOT PLAN LOCATION- GE TSQJJt1L CERTIFY THAT THE FOUNDATION SCALE AT E t 3A+.a. 14 egg SHOWN HEREON COMPLYS WITH THE SIDELINE AND SETBACK , PLAN REFERENCE REQUIREMENTS OF THE TOWN OF BARNSTABLE AND IS NOT PhQ DATO> glslg5 Fv 2 LOCATED IN THE FLOODPLAIN. '- j A �T w2 W 1 A Li . DATE : 1' 14'-9`i '"�-�' BAXTER ( NYE, INC. THIS PLAN IS NOT BASE ON AN REGISTERED LAND SURVEYORS INSTRUMENT SURV D THE . OSTERVILLE^- MASS. OFFSETS SHOWN SHOULD NOT BE USED TO DETERMWE LOT LINES. APPLICANT KmIL 12m L.Y vi► Lb.AV'4 S 9 ::k i 2.l ,. DAN BRAMAN, P.E. s CIVIL AND STRUCTURAL CONSULTANT c NAMOR POINT no. � COMMA QUID,MA 02837 362-6018 Pax Transmission Cover Sheet To: i4 �. Proms 06 t�! �• � . Dale: Pages - (Including Cover Sheet).' ei 5p4 n Message: Q- Fr to . Ck ram. (o c� r c�try . l �o �l e If Ony problems) With hInsmissloti,please call Thank you. I f" s M t1. i�l RK YV �`l.l AIMS Dante!E. Braman,P.E. 1�4C.E: I 189 Harbor Point Rd. Cummaquid,MA 02637-0361 4aI oVEQ-, qt .0 �M: <S�e." Sac't'tvfl 5{Itee'C,I�► � III 4 75 G-C)Rocs AtE x 0 c> -e S �c,�n (rO Ot~ 44O p . 5cv x 3 a o 1 a 3 b co o " Xvt'l" 'N/ •a- coo o V45G� an StNnP�-e 5 n _ 1 �d " x tZ. t • x 4.4V f. � = �5 3,s44,opt� 00 I. 4 x 53 L 4`r� -t- 1.1 3�, A-5 o. 74 P-1,44. t- 13 (t soot i M 60i i s P5 s co = o Q1 Q3 13G, EScCA, 02c� cle M Qlc%1%TO t VXCA b cars s #�►S r6Acz c> c� 14, yC e S,c 4. 5 x U , 4, 341(3 'T 4.vAk� gGjTc%%ks oT . off' DANIEL E. G e BRAMAN ► a STRUCTURAL ; ► a ® " NO.36595 '^ ► i Daniel E.Braman,P.E. r� 189 Harbor Point Rd. Cummaquid,W 02637-0361 Lol f 4 Vl S tr ►--) c-11PS-C2�C�u i2 l�-t. S'T GIS-k--- M t_ ,IL µ LL-- A-o- - :VC,- ' VZVs4 T L 5 Z' s Z�,�Q ok o.,( u Cox rc,o 4--z 2 A-C>K t-t^ 4 $o p :Q Q _ Z.. x tZ.? VA-4 o rZ , a 0-5�-S t D Eg,K-rt C> ; • �'S C. a��v o h� �e.c� c�e c � � .�' u c.nr' air o.. �e UG • L� � C c�VMJt. 6 ec%,WN r u n A-r�, h MdGk. • ��-C ����� 1��5 �-�, Cd��Ct�C f 5��105 . � • reca use n l v DANiEL E. S p a � BRAMAN e STRUCTURAL -+ -from Cx bouei 41 J a -NO.36595 1 YV�s On �nce� e��9�GIs r RAMSBEAM V2 . 0 - Gravity Beam Design Lic&:. sed to: Dan Braman, P.E. Job: Emily & Kirk Williams, Cent: Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W14X22 Fy = 36. 0 ' ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 022 .k/ft Line Loads (k/ft) . c Distl Dist2 DL1 , ' DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0. 144 0 . 144 0 . 000 0 . 000 0 . 480 • 0 .. 480 SHEAR: Max V ; (kips) = 7 .75 fv (ksi) = 2 . 45 Fv = 14 :40� MOMENTS: Span Cond Moment,, , ,' @ Lb _ Cb Tension Flange Comp ,Flange kip-ft ft ft fb Fb fb Fb Center Max + 46. 5 12 . 0 0 . 0 1 . 00 19. 25 24 . 00 19.25 24 . 00 Controlling 465 12 . 0 0. 0 1 . 00 '19.25 ' 24 . 00 --- -- REACTIONS (kips) : Left Right DL reaction 1 . 99 1 . 99 Max + LL reaction 5. 76 5.76 Max + total reaction 7 .75 7 . 75 DEFLECTIONS: Dead load (in) at 12 . 00 ft = 0 . 215 L/D = 1341, Live load (in) at ' 12 . 00 ft = -0. 621 L/D = 464 Total load. (in) at 12 . 00 ft -0 . 836 L/D = 345 I lZAivlSbLAM V2 1 u - Uravi Ly beaw lieslyi� Licensed to: Dan Braman, P.E: , - Job: Emily & Kirk Williams, Cent. Steel Code: AISC 9th Ed. . .SPAN INFORMATION: Depth Limitation specified (ih) 12 . 00 Beam Size (User Selected) = WT2 NI Fy = 36. 0 ks,i Total Beam Length (ft) r2x4�0-0= Top Flange Braced By Decking LOADS: Self Weight 0. 030 k/ft " Line Loads (k/ft) : 4 - Distl Dist2 DLL. DL2 Pre DL1 Pre DL2p I,Ll LL2 0. 00 24 . 00 0 . 144 0 . 144 0. 000 0 . 000 0 . 480 0. 480 SHEAR:_ Max V (kips) = 7 . 85 fv (ksi) = 2. 45 Fv 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 47 . 1 12 . 0 0 . 0 1 . 00 14 . 64 : 24 . 00 14 . 64 24 . 00 ' Controlling -47 . 1 12 . 0 0 . 0 . 1 . 00 14 . 64 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 09 2 . 09 Max + 'LL reaction 5. 76 5. 76 'Max + total reaction 7 . 85 DEFLECTIONS: Dead load (in) at 12 -00 ft = -0. 188 L/D = 1531 Live load (in) at 12 . 00 ft = -0 . 519 L/D = 555 Total load (in) at 12 . 00 ft = 0 .707 L/D 407 n NOTES! N Angle iron 4'x4"x3/8" 2pcs 22' -Y with holes for 5/8" thunderbolts drilled 18" o.c. LD Steel beam W14 x 22 or w12 x 30 = one pc 23'-11" long (n N Steel beam W10 x 15 or W8 x 15 = one pc 22'-Y long ],-E O Composite decking as Vulcraft 1.5 VL, VL1 gals. type 2 = 8 pcs 3'x 22'-3 1/2"& 7 pcs 9'-8" Q Q Q J O W z J Q J Q LLJ Z � W C� N O Li J J LLJ cn z QLLJ Qv _j _J O Q 4" concrete slab poured on composite similar to Vulcraft 1.5 VL, VL!goly. deck type 2 J � O Y O O 4"x4" angle with 4"x4"Angle � >- z 5/8'' holes 18"o.c. BEAM-W14X22 Y C)f Q for 5/8" thunderstud fasteners 0O J Temp Shoring Q (both sides) O = LLJ I— d PROJECT 317A501 DATE 12—29—98 SCALE 3/8"-V—0" To g ll P H.N ,�� LoT 55A $ 4 t3 J r r. Exr sT nI �- 321t 62't LoT 241, o*' LOT Z: 38E, /1-7 ASSCSsc2S NArP I I S + P-4Zc� 24 L _- Dr+ o CERTIFIED PLOT PLAN- LOCATION I CERTIFY THAT THE FOUNDATION SCALE "� 4e . DATE TAk3 l4 �tgg SHOWN HEREON COMPLYS WITH THE SIDELINE AND SETBACK PLAN REFERENCE REQUIREMENTS OF THE TOWN OF BARNSTABLE AND IS NOT PLAN.DATC-> q/5/55 P6 rL, LOCATED IN THE FLOODPLAIN. �p �� t �u- fr-- A I'.T�ua— .Vu 1 I( l A" 6 DATE : 1` 14'-9g `" 't BAXTER >r NYE, INC. THIS PLAN IS NOT BASE ON AN REGISTERED LAND SURVEYORS INSTRUMENT SURV D THE OSTERVILLE^- MASS. OFFSETS SHOWN SHOULD NOT BE USED TO DETERMNE LOT,LINES, A PPL I C ANT- Kir-K- 12M 1 L.Y �-► LL Ai`-t S �iSsr2i Engineering Dept. (3rd floor) Map Parcel Permit# :6�rn House# - Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) / WO*Tee ee _� ,S C7 Conservation Office(4th floor)(8:30-9:30/1:00=2:00) 1.J y Planning Dept.(1st floor/School Admin. Bldg.) :3_=E SEPT M MUST RE Definitive Plan Approved by Planning Board v—/� 19 S-2e T MPLIANCE �a4{ a e/e4-re .( � . _ VIR . S TOWN OF,BARNSTABLE TO CODE AND ULATIONS s Building Permit Application Project Street Address ' 4 y Village Owner a cp e 6 Address �'L��//s,�✓� c,��"i✓c=+ Telephone Permit Request � ,;j A/ew,) First Floor _ /o� �� square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size k Grandfathered es ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Wk Historic House ❑Yes W�No On Old King's Highway ❑Yes ❑No Basement Type: Wull ❑Crawl ❑Walkout ❑.Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ,� Number of Baths: Full: Existing New Half: Existing New / No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: P(G as ❑Oil ❑Electric ❑Other Central Air 1KYes ❑'No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) zV1,,�j ❑Attached(size) ! 'lc .� ❑Barn(size) ❑None ❑Shed(size) , ❑Other(size) Zoning Board of Appeals Authorization Appeal# RecordedA f 061 Sl a- Commercial ❑Yes 2:(No If yes, site plan review# Ir Current Use Proposed Use nItIv !�� Builder Information io Name p� nj��� 1 r r- �/,� Telephone Number Address License# 1- Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e i SIGNATURE---- DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) i a 719A J /� Lll,q' L - FOR OFFICIAL USE ONLY -r _ PERMIT NO. DATE ISSUED / MAP/PARCEL NO. ADDRESS ` °' VILLAGE •- OWNER DATE OF INSPECTION: FOUNDATION- l`{I FRAME INSULATION :? FIREPLACE ELECTRICAL: ; ROUGH ' FINAL ' PLUMBING: ROUGH FINAL GAS: ROUG M FINAL A) zoo FINAL BUILDING `- j DATE CLOSED 0L7 ; WE ASSOCIATION PLA,NZ x Q w- sf 7=CURAppnWkj TabbtJ=h(eo=dm1ed)' ft criptive Paasps for One and Two-Familr RealdmtLi Bafidinp Hated with Food Faeli MAXIMUM MINIMUM Glazing Glazing Ceiling Wail Floar Basement Slab Cooling Am&'('A) U-valuer R-values R union'. EGvalttd WaU Ple�teta EgtaPmmtia p R-valuo Rrvalud S701 to 6500 Headag Dean Darr' Q 12% 0.40 31 13 19 10 1 q.WA Normal R 12% 032 30 19 19 10 Normal s 120A 030 31 13 19 10 /3 AFUE T 13% 0.36 31 13 2S WA Normal U 15% 0.46 31 19 19 10 Normal !S AF[1E W Is% om 30 19 19 10 6 ss AFUE X Ism. 032 31 13 2S WA WA Normal Y 1s•A M42 31 19 1 25 WA WA Normal t 18•/. 0.42 31 13 19 10 6 "AFUE AA Ism. 0.50 30 19 19 -1 10 6 WARE 1. ADDRESS OF PROPERTY:2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: J 3. SQUARE FOOTAGE OF ALL GLAZING: 5►7[� D' 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above):=� NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors,. skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 W of decorative glass may be excluded from a building design with 300 ft of glazing area. =After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken lrom Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For vLentilated ceilings, insulating sheathing must be placed between me conaitioned space a a►uu ulc ��.,►,. G Y 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawispaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must , meet the same R-value requirement as above-grade walls. Windows and sliding glass boors of conditioned basements must be included with the other glazing. Basement doors must meet the door'U-value requirement described in Note b. "Me R-value requirements:are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. '.For Heating Degree Day requirements of the closest city or town see Table J5Z.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 Addendum to Workers' Compensation Insurance Affidavit. I am the homeowner and having not awarded any subcontracts for work on my new + 4 residence as of yet, I agree to submit to the Ba-rnstable Building Department copies r of Workers' Compensation Certificates for aqy sfibcontract work I may award in t��o � cti of this new home. Kirk D. Williams Homeowner. Y .___ The Commonwealth of Massachusetts = Department of Industrial Accidents ` . . oxce o//firest/gadoos _ 600 Washington Street -cam Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: 4,rk z�&-y.ylS y, location Q_ 1Jdt,a Z../)Tlb�— T� Aci —LI CC cz / Z, hone# A -Ic, I ®J I am a homeowner performing all work myself. . ❑ I am a sole rietor and have no one workiii in ca acity ///% %%%%/%/%/%%%/O%%%%%%%%%%%%%%/%%%/% %%//%��/%/%%%%%%/G%%%%/%%%%/%/%%/%/%%%%%%%/%%%/�%%%�///////%'�l%///////�//l ❑ I am an employer providing workers' compensation for.my employees-working.on this job. 1. n name...................` 8f� i'e :::»::::...... :: :::::::.;;...:.::..::.::.. ::::;<: >:?::>::;:;::::::;.;:::>'s:>': :::::>::»::::::: *"..:: :."< >::: ::::.::.;:;;:;.:;;:???.:::.:.:::.::.::::::..:::::::.;. :.::.;.:;:::;;:.;::. 1. :rililoffe `r t >: {: :::>::»:::::>::>::>:>£:>:.>>::;>::>::>..:. . ;::. ...::::: zIL 1 ... oii :<:: insurante;ca ::::.> .. A . ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contracio'rss;listed below who . t�, have . the following workers'compensation polices: . .............................................................I........ ...............................................................`:-:..... ............................................::...................................::......::.:::::..................................:......,. .: comoonv name ............... now dtesss .,:.:.::.::. ad ::.:::;>; v:>> >s :. >..,. ... .'.. ?x. . ...................................... :::::::::::•::::::::::::::::::::.::.,:::::::::::::::::::::::::::::::.:::.::::::::::::: '�;;:: ................................................................................:................................::::::::::::::::::::::::::::::::::::...................................................................................... :................................::::::.:.:::::::::::::::::.::::::::::::::::::::::. ::::::::•::.- ...I............................. ..,. ............................................ ................................:........................................:............................................... :.�:::............ ...................................................... .... .:M:•: i}i j:;:};.,X,-:-:-,j<;...................: : : :ii Ji:tii: ....i::{:� S:i iJk:iiiii::j}:i;:}y.. }j{i;:; ::::. >`%:::;;;::::::n?:,'::'f•:::::::i:::::;:G :::::R;`;:::::<::::;Y:::::;ii::i::::iii:::::iY>:::::::::;:::::::i:::::r::;:::::::::::::::::;:C:::?:::::::::;2;;:::::>:":i: :: _phone . :::-...?.::>?:.;M.:; city: . ;.:.:.;..;....::.:?:.:.:.: ...... :<::::::::::::: :: ::::::'::::`: :`':::':: :'::'i::i::'?':::::::>::::::+r. ::::<::':y;:: is3i:::':;:j;:`;?;'.;!;";i;:;i::;:?;:j:;': �i::y�::%;`;;;:;;; ;:.;;';.;i:>:'::Y::::y::; if:{::;:;isi::j;;:;?:;:;;:;:;:#•:,:` ?;'::;';';:`;::`:.;y::o::: :;:;i:�:::%:iSr:'+.:: :::.::.:::.�::::::•::::::::.:.......... I. ..........:.....:.:...........:....... ..................::.......:..............:.......:::::::::•::::v:::v...........:........................................................,.:::•: ::v:. :::::::::::::::.::�::::::::v:.�:::::.�:::::::•::::•::::1..........fv.,+r��wA,vC3hdZffvx:v::.�: n�IIralt : :?:::. ::':::::i:`::';:% ::::::3::::::..l:::`:`:::Y:' : : ::"::::::2:'i.,..:.*..:,..,:.:.:.:.:.,.:.:.:.*.::I ;% ;.'-'-%:::: :: :::: ::::::is*: ..... ...::.::' :.... .... ::s::'t''. ::::::::::::::•::::::::::::.::::. ............................... ......::::............:... :cumpsn :name=: ::;:<»::>::::<:>:::<;:><:>:<>::>:::.:::::::..::::::::<:>:;::•>:;.::,•;<:>. ���� �_ ?,...:, iEzr 33 s„w sr: ' :address., <'`den ::......::;:•:::::::::.:.:.:::.::. .::..::..::::::::..::. .::..::. .... ....:..:::. .:::::...... tv. ::.:.::.:::::.:::::::............ :.: : ...........:.:............ . nWi•:i•:i :::::.:�:•::::::::::::.:............................................................................................... :4?+ts.................. : .�:::::::::::::.�::::.�:.�::.�:::::•:::::::::::.::::::::.::.:::..::....:..::...:::................................................................................................... ... ... ::::::;::::;:::::;;::::>:::::::`::::::<::i i:::ii;:;:::::::.'.:::<::::;::t::::r::::...:::::::%::::`:::::::::?::::::::?:::::::i::;::::::::::::::i:::::::::::::::::: :::::::•::::::::::?::::is:;;::::::i:::::;;::%::::::>;:: Falure to seeme coverage as required under Section 25A of MGL 152 can lead to the imposition of erhninal penalties of a Bne up to$I,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a 8ne of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Offlee of Investigations of the DIA for coverage verification I do hereby certify under the pains and penalties of perjury that the information provided ab ve is&W anrnd coned Js�goa ��� Print name r k "aa Phone# '5 �-9/Q -A/©3 oindal use only do not write In this area to be completed by city or town official . city or town: pendUflcense# QBuilding Department ❑Licensing Board ❑checkif hnunediate response is required ❑Selectmen's Office _ QB.ealth Department contact person: phone#; ❑Other (devised 9/95 PJly The Town of-Barnstable TUNG Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 i639' Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: j�4{ ^W r , r JOB LOCATION: q+✓I O La 14 �jt�'y d nu/m/ber' / i street village "HOMEOWNER": /7 ;! ,0. !�i`�4y:r �� / name �����---7�� home phone# work phone# CURRENT MAILING ADDRESS: 17,111,11'Wi=&12 e..r y,�6..a a, 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 su ep rvisor. 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 ep rmit. (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 require a it 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 to amend and adopt such a form/certification for use in your community. Q:FORM&EXEMPT HANNO ER INSURANCE The Hanover Insurance Company ❑ Massachusetts Bay Insurance Company Worcester, MA 01605 Bond N0LN1631436 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,that we, KIRK & EMILY WILLIAMS 47 HILLSIDE DRIVE of CENTERVILLE MA 02632 as Principal, and CThe Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company(A New Hampshire Corporation) as Surety, are held and firmly bound unto THE TOWN OF BARNSTABLE as Obligee, in the penal sum of One Thousand ( $1 000)--------------------- Dollars, good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally,firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a licenseoV, permit, to, open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk, berm, curbing, street or way at ,- the location of 41 Haviland Way., Centerville MA NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued,then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the 4Dbligee of a written notice signed by such Surety,or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed,sealed and dated the. . .. . . . . .. . . .. . .2 4 t h . _ . . . . . . . . . d y of November , 19 9 8 4�Gllllllll// ,,%�� . Z Principal (seal) By:. ❑ MASSACHUSETTS BAY INSURANCE COMPANY THE HANOVER INSURANCE COMPANY By:. . . . . . . . . . . . . . . . . . . Fam,a,ors,c3ra,> Attorney-in-Fact , BP e 10019—i i222 31 964_11-1 c1 2:14 #00314 .. Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 1995 -168 Appeal of Building Commissioner's Decision Williams Summary Overruled Building Commissioner's Decision - Applicant: R.Arthur Williams&Betty L.Williams Property Address: Lot 4A and 5B Haviland Way, Centerville, MA Assessor's Map/Parcel 193/242 Area 0.81 Acres Zoning: RC, Residential C Zoning District Groundwater Overlay: GP Groundwater Protection District +iF Appeal 1 A No. 95A 68:�h } PP Appeal of Building Commissioner's Decision ruling that a lot does not meet the requirements of Section 4-4.5 Nonconformity. Co Filed November 14. 1995; Public Hearing December 13, 1995, Decision Due February 9, 1996 S.� O M ;rN Background. ` The locus of this appeal are two lots accessed from Haviland Way off Shoot Flying Hill Road in Centerville. From information submitted it appears the applicant is seeking to modify the two non- conforming undersized lots and to"hold as a buildable lot for a single family dwelling". The size of each lot is to remain the same as what was originally approved. The change in the lots is only in shape-a common boundary is being re-aligned. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 14, 1995. A Public Hearing was before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened on _ December 13, 1995, at which time the Board found to overrule Building Commissioner's decision. Board members hearing this appeal Ron Jansson, Emmett Glynn, Elizabeth Nilsson, Robert Thorne "= ( and Chairman Gail Nightingale. Attorney Alger represented the applicants in their appeal to Overturn the Building Commissioner's decision. He would not issue a Building Permit to Lot 4A& Lot 5B. A buildable Lot 4 was owned b the Williams. They in turn conveyed Lot 5 to Mr. McGraw, which was also a buildable lot. Mr. Williams transferred a 1,099 Sq. Ft. piece of land to Mr. McGraw to make his lot, Lot 5A and Lot 4B. This new C3 lot remained a total of 19,623 Sq. Ft. In turn Mr. McGraw transferred to Mr. Williams a 1,099 Sq. Ft. L piece of land to make his lot, Lot 4A& Lot 5B. This lot remained a total of 35,104 Sq. Ft. The total acreage for each lot remained consistent as they transferred an equal amount of land. All this was � done by Mr. Williams to correct an error by the abutter, Mr. McGraw. Q Attorney Alger stated that although there was a change in the configuration of the land by this exchange of the land, the new lot is still buildable because it is no more non-conforming than Lot 4 was originally when it was considered a buildable lot. The lots are identical in square footage from before the swap. The lot appears to be in conformity with regards to the lot shape factor. There is sufficient area for the house. The lot was non conforming before only with regards to total area and the total area has remained the same and therefore the lot should still be a non conforming buildable lot. The lot became non-conforming in 1985 when the Zoning Bylaws of the Town changed. Public comments: Mr. Williams, the owner of the lot stated he was told by the Planning Department that everything was OK. No one spoke in opposition. �'-) Y J� Appeals No. 1995-168—Williams ESP 10019—I 2224 96-1 11-11 1 ':14 #I IIJ M; Finding of Facts: Based upon the testimony given during the Public Hearing on this appeal, the Board found the following findings of fact: 1. The property is located at Lot 4A& Lot 5B Haviland Way, Centerville. The lot contains .81 acres or 35,104 Sq. Ft. 2. The property is located in an RC Residential C Zoning District which requires one acre of upland. 3. Lot 4 (now known as Lot 4A) was created on June 2, 1984 and approved June 18, 1984 and recorded with the registry of deeds (Book 386, Page 27). 4. In 1985, Zoning in the Town of Barnstable in the RC Zoning District changed to upgrade the zoning to one acre of size and as a result the lots in issue are grandfathered. 5. The petitioner conveyed out a portion of his Lot 4 to Lot 5 in exchange fora similar size portion of land. The lots conveyed were Lots 4B and Lots 5B and each has the similar size of 1,999 Sq. Ft. 6. An ANR plan was endorsed by the Town of Barnstable Planning Board and recorded at the registry of deeds under Book 517, Page 72. 7. The transfer of these lots did not alter or increase the non conformity of the lots as required under Section 4-4.2(5) Nonconformity's-Merged Lots which states"...No lot so merged, or portion thereof,may be changed or transferred in any manner that will increase the degree of nonconformity unless a special permit has first been obtained ..." There has been no change in the size of the non conformity of the lots. Decision: Based upon the positive findings a motion was duly made and seconded to Overrule the Building Commissioner's Decision. The Vote was as follows: AYE: Robert Thorne, Ron Jansson, Emmett Glynn, and Chairman Gail Nightingale. NAY: Elizabeth Nilsson. Order: Appeal Number'1995-168 the decision of the Building Commissioner that the lot in issue does not meet requirements of Section 4-4.5 Non-conforming lots has been Overruled. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision in the office of the Town Clerk. b?/1995- G I Nightingal Chairma Date Sign d I Linda Leppanen, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the offi of the Town Clerk.. Signed and.sealed this day of 199bounder the pains and penalties of perJLa�rC Linda Leppanen, Town dilffrk 1 as S. r. , � l Ll BARNSTABLE REGISTRY OF DEFT^ pEsl�►-i �ATa �t�I�L.E F/�MIL`{ C�1..A,t.L ol.! BAGk• 4t� }1 p GA¢�3A`� G¢3+1D 4 Au 1 t-AN D W A�. �' �`f 4 t-ww = x It 17Aa =`��w C SWnG TAt4 v . 4+0 x?oo"�i s $Bc�6P5� Pvc u I 6At_. a• P►P� l�'SE 4�Cl!(rTEe- �y�{��pCi�-Atv��S�Lf�StOUt pIST• — -- - -- ,£1 ,6 rTU!._AATtoN AM& I.ppU,r.&jvt-1 A¢6A v�5tb� PLaN V1�1N - Lt�1�lt� C�iAMBEeS 5mr--WA[L AAA=47x-Z-x2=188SF q¢F = I Z` 35 ' ' Fwis�1 4 ecva. bpi s �pg$F AL /a u 3 A4AX MIQ a. S �i �z Y$-`IZ { Lot.�►71D�1 p o , I sro 4E ZOIL C1A4.4. I �NOf MASSq�, -(��-V-*�'� •+� �� fro✓ STEPHEN �l 3300130216 0Ni< 62 a v mA; r� � �� 1?o -SC-cI'toi1 o f e,4AAA� _ FGlSTER� �`� FSS�0NAI ENG LoAw� tMc = , S low 2, 1 r�ltl cyAM cz5 'ut s 46 y 47.1 two e s� ' Av"a �� DA i�• lo,q� �,2�•8r, Scats l - �-v _� P �07 TEAT E �tJ F`f '�4i 7>Lv� 1p S�uN PLAU LF�'I't � —uwr= A1•la �cA�1-Da7� c�j5(45 fv� �AIZO.u�t lli�t��rt►+i • Sz;T5,v-v— emut26.M91T DF T-tr. 'R)K/N OF MAP i�� PAFZSI_ ?.�2 tlt�'7—' t�KAT� w t T-41 N A A,* .t 5 BAD NYE t WC , AL FtswD HAZA=1 ZONE• LAUD 502vwCZ6 • G"41."GEV4 j�DV � G M4 �f�,. FSet^s irTzoM $u tl�D1 tJ�sS �sNa� NOT a QPpU G4N1: rI t.�.i A wt_S n� its i emkL�r WIL-LI4m) ZoN E tLG%AP rlv/►o/i� la z , 4 DLL- 1 4- i R �oP a f ' TANK ov 4t A w.q A � iajFo, r ��• G 'fig �/!, - � -� 10'-3 1/2" Lx ---------------------1 ' I I r---------------- I 25'-8 1/2',: Q_�7 I' ---------------------------------------------------_ ------------------------------------------------------ lU-- ------ ------ ; Slab pn grade i — , - 1 ------- -----� =---- - ----------------------------------------------� I -r--- -------------------- ------ - ---- I I 1 1 I .- 4-) - I u - I ------------ � - I I I ICI Basement floor slab = 3,000# 3" thickness ------ r- I Steel Beam W15a10- 13.8 IDs I O 1 1 m , . ---------- - Beam pocket -1 r- -I r---1 for 3 - 2x10`� 1 I I I I I 1 I 1 1 I ! I I I I 1 I I Q I I I I I i I basement garage floor 3,000# -i 3-1/2" slab Door ope iq R O 9•-4 1/2"x 10" ----------------- 1--------------- ------ -- II ---------- ----- ------ -------- O Z I1 --------------- --__--___-------- 1 ---------------- _-_._-_--_--------- _ -__------_-_-__-_- __ I l tl l l 0 11g11 , - !AI' ^ IIIfil; ; Itlll I1011 IInII t---------------------------------------------------------------------- I 1 IL ----------------------------- - -------- ----------------------------- J : PROJECT 318KEA1 ILI 3/16"= 1'-0" + FOUNDATION PLAN Ejo 36'-0" -------- ----------- Q ., ------ ---------- I I O II II II ,I II �I (�� II II O UL II - 0 Fin ciz - SCREEN PORCH BREAKFAST Q- 4--)_J T- Qj Qj II _ II MUD _ROOM _ o ` a ---_- ------ TWO CAR GARAGE V) � � Q Q O O = E Jo0 b GREAT ROOM Q U Y-p FOYER �� I , � I - w E- O J PROJECT .- a'-tl - 318KEA1 3%16"= 1'-0" FIRST FLOOR . PLAN �a��4 e Q � c� -� 0 z Q CY ------ ------------------ - —' z > ao Shelves +-) Qj CT 1 1 1 1 • - U 1 1 ----------- Master - ` I Q 1 bath ,Laundr' Area _ a---=--_- ----=--------- Master Bedroom 1 17,11010 I I I r— -------� 6 Linen shelves -------------------1 U Bedrm one L------------J --------;1 - - �� - I Bronco Imperial 1 - - 1 25"x54" folding - 1 stair toottic 1 _ �RotoH-151 G J Q 1 ,t fixed 1 —< <-- L) I — L--- —J Z r--------------1 J 0 0 Bedrm Two 3: J z L-------------1 0 Q U J • � :Qpen y � EAVE`SPACE � > r---------------- —1 L-----J All Purpose rm I Q U - OPEN TO BELOW 0 J PROJECT 318KEEAl _ SECOND FLOOR PLAN ROOM OVER GARAGE 3/16'= 1'- • nnGtJC�L�4 .,.` _ v J 0 z CV1 = Q� LL U - _ 2 46 V J J® Q Hi Q Q Ff5 2 46 2446 � O Q o Q ---- - > O _ F- U� d w f- o PROJECT 318KEAl RIGHT END ELEVATION Q N Structural Notes - Q 12" z Q Foundation - 16"x 8" footings with 8"x 7'-9" walls, 2500# concrete Q Pour four foot frost wsll beneath lower garage doors. J Supply and install three (3) Andersen Basement windows 10' Concrete Floor slabs. - Basement = 3" 3,500# peastone Q Lower Garage = 3-1/2" 3,500# peastone Upper Garage = 4" 3,500# with steel 6x6 Rewire & fibremesh. Q +' rQJ - SPF1200# KID Framing - 2x 6 sills, 2x 4 Studs, 2x 8 Rafters 2x 6 collar/ceiling joists at Section A=A \ # U 2x 8 Ceiling joists at main house ceilings. Floor system Section A-A = 9-1/2" All Joists AJS-10 24"O.c.F Mud Room = 9-1/2" All Joists AJS-10 24"o.c. first 'Floor = 9-1/2" All Joists AJS=10 16"o.c. second Floor =9-1/2" All Joists AJS-10 12"o.c. @ B-B o Second Floor = 9-1/2" All Joists AJS-10 24"o.c. - - SHEATING --------------- - ------------------------- (f) Exterior Walls = layer of 3/4"High/R Sheathing cover �- with 7/16" OSB - nail with 8d nails Q Q Q Floors = #/4'' Sturdifloor T&G long sides apply with z Construction adhesive. floor @ attic = 5/8" cdx sheathing - area 36'x 20' J O 0 O Q Roofs = !/2" CDX sheathing - . install plyclips (9 24''o.c. rafters. U J F > C�d O F— U) Section A— A y w 1-- O PROJECT 318KEA1 3/16 1'-0, cq Q < N z CIZ - "z _ qj .. 1"x 3" vertical ties i 1 5/8" CDX sheathing subfloor 16'x 36' 2"x 8" attic floor ioists — 4"o.c. Leave ace for ventilation 4"x 10" beam 0 B—B ' H - Linen Cob - a) Vanity Bose Cabinet Typical Exterior Wolf ` 2".4" Spruce Studs 3/4"High/R sheathing® 5.4 R value R-13 F/F fiberglass insulation - - Attic/second fllor ceiling = R-30 Basement/first floor = R-19 - o Jz J O o o Q � U � > 3 4"rim joist (plywood or OSB 2x 6 Sill with sill sealer O I 3 pcs 2"x.10" KD Spruce beam _ 3-1/2" steel folly columns r n �___________ ______ O LLJ PROJECT — -- 318KEA1 SECTION — B— B 3/,6"= ,'-D" - Q � C N J 0 Leave space for ventilation Q 1—Install vented ridge cap Q z - Q CZ - = ® 12' r 2 32 7„ Q �� n - Q j1 _ 1"x 3" vertical ties 5/8" CDX sheathing subfloor 16'x 36' OL U "x 8" dtti floor foists — 24"0.C. Alum Vented drip edge (V 2 46 2 46 . _ 2'k 6"rafters I - 4 w.\ _ 4"x 10" beam @ porch (/ :�i - Q Q Q o . I Heatilator— Novus M 2 52 GNDC36e Cos log H SYPT 4"x 6" Pasts O o Q 3 4"rim ist 1 ood or OSB —� Place 8"Aluminum flasing at house 3 112" concrete slab N� Q rV 2.a Si ith sill sealer 11=IIII—IIII—IIII—IIII=IIII=IIII=I II=IIII—IIII-IIII=I�=IIII—IIII—IIII—II 8 —IIII—IIII—IIII—II IIII—IIII—IIII—IIII—BEE IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII C/-) -1- I—IIII—IIII—IIII I�I�II=IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=I�Ii—IIII—IIII—IIII—IIII—I IIIIIIIIIIIIIIIIIIIIIIIII I If=IIIIIIIIIIIIIII IIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII If-111 iI-IIIIIIIIII =IIII=11 IIII=IIII= � � ~ =IIII=III II=IIII=III w I- 1=II II=11 IIII=IIII 11=III 11=IIII=1 IIIIIIIIII IIIIIII�Iillll PROJECT — 318KEA1 SECTION C- C 3/16 -o„ — --- - -- - -- - ---------- ----=----- - - �aC�L�4 i -----------------1 I I I I N I I IE3O 25'_8 1/2• J I 1 1 N I I 1 J —_—__ 1 I 1 Slab on gradq 1 ___ ________ _ _ __ Z _ II 1 ----------------------------------- r. ————————————————————————————- Q .. r=== I I 1 + I I 1 - � I + I I I I - I I I e I I _ I I 1 I I I I I I I I I I I I 1 1 I I 1 + I I 1 Basement floor slab = 3,000# 3" thickness 1 I ---------------- I--————————— A I - 0 I S,,e, Beom w15x10= 13.8 ms I O 1 I O ry - ---------- _— — I �I 1 Beam pocket I -r- —I r- —I r- —I r-`--1 for 3 2x10�� 1 I er 1 1 + 1 I I I 1 I basement garage floor 3,000;A/ -i 3-1/2' slab I I Q Q I —J i 1 1 11 J O 0 I-- m I I I I I U —Door ope io R.O. 9•-4-1/2" x 10- I I ti 1 ------ ------------J N Q ----------------- ----------------- 0 +ul � i -------------- --- ----------- ---- --- 1 86 Id Iltl I I 1 lAl I ''_• _ _ J 0 W 1-- OJ 1 L———-——————————————-————————————— ----------------------------- - -------- ----------------------------- .i PROJECT 318KEA1 �91 dL9 3/16"= 1'-0" FOUNDATION PLAN 36'-0" I- ---------- I � C II I I 1_K_. Z 0 0 : Fin j SCREEN PORCH BREAKFAST Q + II I KITCHEN CL U II II . II MUD ROOM O a TWO CAR GARAGE (f) -- o-- Q Q 0 = �__ 0iL 0 U ---- ---------- 0 4 � I FOYER o W � 0 IW 1- PROJECT 318KEA1 a _ gQpLG 3/16 1.-0„ FIRST FLOOR PLAN � N _ - O 0 zQ az -------_-------- --------------------- — J oD Q > (j) i a Shelves Q +� I f Cal v r-----:---------el ---=--- ------ik U :Master loath :Laundry Area I I � I ---- --1 �---------------� r-------------------I o I --_I L—AMaster Bedroom MQL L-------------------I ------------- :Bedrm one 6 Linen shelves L—:------------� - I Bronco Imperial I - � - 1 25'x54' folding stoir to ottic :Rolo H-15 Q 1 fixed I < < 1 I — r—————————————I _j O 0 :Bedrm Two : —' z L-------------I r-----� O Q :Open : EAVE SPACE U J r------------------i L-----J _� >- :All Purpose rm : ct� Q L-----------------i ---------------j ----------------------------------------------- O = OPEN TO BELOW __j Q -5; 3 F- w F— O PROJECT 318KEA1 SECOND FLOOR PLAN � . ROOM OVER GARAGE 3,,s — Q < N Q Q cz = Q U . LLLj Un � Q Q Q — z Z 46 2 a6 - __j 2 5 O Q U . O = O PROJECT 318KEA1 RIGHT END ELEVATION 3/16"= 1'-0" r �m 9 1T Structural Notes 12T Q z Q Foundation — 16"x 8" footings with 8"x 7'-9" walls, 2500# concrete _ Q Pour four foot frost wsll beneath lower garage doors. 1 J Supply and install three (3) Andersen Basement windows = 10' I— Concrete Floor slabs. — Basement = 3" 3,500# peastone � Q >� Lower Garage = 3-1/2" 3,500# peastone Z p� Upper Garage = 4" 3,500# with steel 6x6 Rewire & fibremesh. QJ SPF1200# KID Framing — 2x 6 sills, 2x 4 Studs, 2x 8 Rafters' 2x 6 collar/ceiling joists at Section A—A # U 2x 8 Ceiling joists at main house ceilings. Floor system = Section A—A = 9-1/2" All Joists AJS-10 24"O.c.F Mud Room = 9-1/2" All Joists AJS-10 24"o.c. first Floor = 9-1/2" All Joists AJS-10 16"o.c. Second Floor =9-1/2" All Joists AJS-10 12"o.c. @ B—B o Second Floor = 9-1/2" All Joists AJS-10 24"o.c. SHEATING :_ -------------- ------------------------- Exterior Walls = layer of 3/4"High/R Sheathing cover with 7/16'' OSB — nail with 8d nails Q Q Q Floors = #/4" Sturdifloor T&G long sides apply with J Z Construction adhesive. floor @ attic = 5/8" cdx sheathing — area 36'x 20' 3 o o Q Roofs = i/2" CDX sheathing — install plyclips @ 24"o.c. rafters. (> F � � Q � O U7 -;zj F- Section A— A w 1­- o PROJECT 318KEA1 3/16"= - . poi V O . - z \ ® 12" Z > 1L = (11 Vx -3" vertical ties Q +-) 5/8" CDX sheathing subfloor 16'x 36' 2"x 8" attic float ioists — 4"o.c. Leave oce for ventBalion'" 4"x 10" beam @ B—B ' H Linen Cob - m I _ vanity Base Cobinet Typical Exterior Wall 0 2"x 4"Spruce Studs o 3/4"High/R sheathing 4D 5-4 R value R-13 F/F fiberglass insulation _ ' Attic/second fllor ceil'mg = R-30 -� Q Basement/first floor = R-19 Q o � z J O o � J z O Q U > 3 4" rim joist (plywood or OSB - Q 2x 6 Sill with sill sealer O - 3 pcs 2"x 10"KD Spruce beam•i ________________ 3-1/2" steel lolly columns /!� �-1- - V/ V ------------ J O I W I J I PROJECT --- 318KEA1 SECTION — B— B 3�,6 ----------=-------------------------------------------- P Gil 9 C 4 • r leove space for ventilation - O - �'' ,�—Install vented ridge cap <• q x y .. y Q 12" Z > 1"x 3" vertical ties Q 4, _ '' � � 5/,8" CDX sheathing subfl.00r 16'x 36' - OZ $$ U "x 8" attic floor i'oists 24"o.c- Alum vented drip edge 2 46 2 46 . � - _ - 2"a 6"rafters 24"o.c. i 4"x 10" beam porch I Heatilator — Novus uo 2 52 GNDC36e Gas log 2 52 SYPT 4"x 6" Posts _ 7 Z - 3 4"rim joist (plywood or.OSB — Place 8"Aluminum flosing at house 3 112" concrete slob 2a 4 Si ith sill sealer _ _ _ _ il-l_=1�11—IIII—I�iI—IIII—IIII=1=IIII—IIII-IIII=IIII=IIII—IIII—IIII—III _ � �-- -IIII—IIII—IIII—II IIII—IIII—IIII=1�11—IIII—IIII—IIII—IIII—IIII=IIII—IIII—IIII—IIII—IIII—IIII Cn d- i-IIII-IIII=IIII �1 11=1L-IIII=IIII=IIII=11_I1=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1 III=IIII=IIII=11Ell II=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII O III I=III I=IIII 11=IIII=IIII-III I-I III-II II-IIII-II I I-II II-III I-1!_I I-I I II-I I I I-IIII-III I-III =IIII=IIII � 11-IIII=III � .. w ►— � I IIIIIIIIII11 � .: 11 111111 IIIIIIII11 i IIillllll PROJECT 318KEA1 3/16"= SECTION C- C r - = --- --- = - - - - - ----- -