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HomeMy WebLinkAbout0246 STRAWBERRY HILL ROAD i } CA r4 s , Town of Barnstable Zoning Board of Appeals n Decision and Notice Vegas -Appeal Number 2001-15 Modification of Variance Bulk Regulations 2000-63 Summary: Granted with Conditions Applicant: Thomas L. and Donna M.Vegas ' l Property Address: 299 d r�;�_:ii u„„� u..,�g.t—;.�-a �(� S'Tr�wtsL"Y' Olin �a Assessor's Map/Parcel: Map 247,Parcel 105 Area: 0.14,acre Zoning: RB-Residential B Zoning District&GP-Groundwater Protection District Background&Relief Requested: The property consists of a 0.14 acre lot located at the intersection of Strawberry Hill Road and Old Craigville Road. Bulk Variance 2000-63 was issued to the lot to permit construction of a single-family dwelling not in conformance with the required setbacks for the district. A foundation has been installed on the lot and it was discovered that a bulkhead was added to the footprint that was not delineated on the plans submitted and approved by the Board. The bulkhead infringes into the required 10 foot side setback approximately 5.8 feet. The applicant is requesting the Board modify the approved variance to allow the bulkhead to remain. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 03 2001. An extension of time for holding the hearing and for filing of the decision was executed between the applicants and the Board. A public hearing 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 February 21, 2001, at which time the Board granted the variance requested with one additional condition. At the opening of the hearing,Vice Chairman, Gail Nightingale cited that there were only four members present to hear the appeal. She cautioned the applicant that with only four members a unanimous vote is needed to granted the relief sought. The applicant agreed to go forward with the four member Board. Board Members hearing this appeal were; Tom DeRiemer. Randolph Childs, Jeremy Gilmore and Gail Nightingale,Vice Chairman. The applicant represented himself at the hearing. Mr. Vegas explained that during the pouring of the fpundation,the contractor asked if he wanted a bulkhead opening into the basement. Mr. Vegas responded yes. He did not realize that most bullheads are placed to the rear of the home, where the contractor proceeded to install the foundation for the bulkhead. He noted also that this parcel, being a triangular lot,has two front yards. The contractor thought that locating the bulkhead on either of those two sides would place it in the front yard. A less desirable location. After the foundation was poured it became apparent that it intruded into the required 10 foot setback. The public was invited to speak and no one spoke in favor or in opposition to this variance. Findings of Fact: At the hearing of February 21, 2001,the Board unanimously found the following findings of fact: 1. In Appeal 2001-15,the applicants are Thomas L. and Donna M. Vegas. The location is 299 Old Craigville Road, Hyannis, MA, as shown on Assessor's Map 247 as Parcel 105. It is a 0.14 acre lot, zoned Residential B and GP -Groundwater Protection District 2. In this appeal,the applicants are seeking a modification of previously issued Bulk Variance Number 2000-63. 3. During construction of the foundation for the dwelling authorized under Variance 2000-63,the bulkhead to the basement was located so as to further encroach into the setback imposed. 4. As previously found,unique conditions do exist that affect the locus. 5. In this instance, with reference to the bulkhead,the provisions of the Zoning Ordinance would involve substantial financial hardship if the applicant-had to remove the bulkhead. 6. The relief requested may be granted without substantial detriment to the public good. 7. There was no abutters objection to this small infringement of the bulkhead into the required setback area. Decision: Based on the positive findings of fact,a motion was duly made and seconded to grant the applicants request for a variance, subject to all conditions of the previous variance 2000-63 remain in effect. and the following condition also imposed. There shall be no additional footprint added to this dwelling than that shown on the approved plan without permission from this board. The vote was as follows: AYE: Tom DeRiemer. Randolph Childs,Jeremy Gilmore and Gail Nightingale,Vice Chairman NAY: None Ordered: Variance 2001-15 has been granted with conditions. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. a 12 36 IlNightingal , ice Chan Date Signed inI inda Hutchen ider, 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 h been filed in the office of the Town Clerk. Signed and sealed this y of under the pains and penalties of perjury. Linda Hutchpzrider. Town Clerk 2 r. ti l3.s•: 9�ioy ' � ' °' a0• O V 6395 S.F. wy.yk s � �L O0 o 0 r- FRANK 8 WHITING � •0 No.29869 00 THE G,i�ELLlNG DEPir'TED. ON,.. T.HIS • . "'` PLAN WAS LOCATED ON THE. GROUND,' / PLOT PLAN BY SURVEY ON NOV. l5, 2000 AND IN r EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE. MA . SCALE: l'-40' NOV. 'I5, 2000 THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND NOT FOR -EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS 923 Itaut• 6A - OR ESTABLISHING PROPERTY LINES. Yarmuthport, w. 02675 (508) 362-8132 (508) 432-6= THIS PLAN /S VOID /F NOT STAMPED AND SIGNED /N RED. 0 20 40 80 PROJECT NO. 99-099 Town of Barnstable TO VV N OF BARI ty S IABLE �OpIME ley Regulatory Services P MR JUL 10 AN i k 3 S Thomas F.Geiler,Director B' MASS. Building Division Mass. �a 16.59. � ATE p µp(a Tom Perry Building Commissioner .: 200 Main Street, Hyannis,MA 02601 DIVI I,.n.' Office: 508-862-4038 Fax: 508-790-6230 COMPLAINVINQUIRY REPORT Date: �0 Q Rec'd by: Complaint Name: Map/Parcel oZ y OS Location Address: �— e, Ife— Originator Name: Street: Village: State: Zip: Telephone: Complaint Description: h-R1r- LIP ack(s�- raj-),3L�� tbl# 12QW4--�- Lt:> Q �,$)ry, FOR OFFICE USE ON Y Inspector's Action/Comments Date: Inspector: Additional Info.Attached t Q:forrns:complain TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY--MODULAR HOME PARCEL ID 247 105 GEOBASE ID 15251 ADDRESS . 246 STRAWBERRY HILL ROA CENTERVILLE ' PHONE ZIP - LOT BLOCK DBA DEVELOPMENT LOT SIZE DISTRIT CT CO PERMIT 53805 DESCRIPTION MODULAR HOME CERTIFICATE OF OCCUPANCY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS_ ARCHITECTS: Department of Health,-Safety - TOTAL FEES: ; sand Environmental Services BOND $.00 �Tt1E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPAN CY 1 PRIVATE P BABNSTABM *' MAO& �i 039. �1 BUItAING DI SI N DATE ISSUED 06/08/2001 EXPIRATION DATE BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EI fHER TEMPURARILT OR FtHMANtr�i u.ov- 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 OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED 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- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. i • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 �s l► 2 ip �� 3 1 HEATING INSPE i APPROVALS ENGINEERING DEPARTMENT - S Or' (p 2 ARD OF HEA OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCE 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- TION. NOTED ABOVE. TION. TOWN OF BARN STABLE CERTIFICATE OF OCCUPANCY--MODULAR HOME PARCEL ID 247 105 GEOBASE ID 15251 ADDRESS 246 STRAWBERRY HILL ROA PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 53805 DESCRIPTION MODULAR HOME CERTIFICATE OF OCCUPANCY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department.of Health, Safety ARCHITECTS: and Environmental Services , TOTAL FEES: BOND $.00 tHE CONSTRUCTION COSTS $.00 758 CERTIFICATE OF OCCUPANCY 1 PRIVATE P * BARNSTABLE. * I MASS. I i639. ED MIS BUIL ING DIV SIN` BY DATE ISSUED 06/08/2001 EXPIRATION DATE_ TOWN OF'.PARNSTABLE BUILD . -PERMIT ADDRESS 246 BTRA!WBERRY DILL ROA :PHONE CENTERVILLF ZIPot LOT BLOCK LOT E,. DB.A DEVELOPMENT- mb'SR�C"I'..,vC o, PERMIT 6769.5 DRBCRIP ION ? BDRM. MODt LAR HOME PERMIT TYPE 6T1131 TITLE aLY RESIDENTIAL BLi m•- YM- `T�,�Et `.l#��?�3C��•t�f.:�5 �'. -' . CO TRA(.*',TORS J' SEP14 .I)ALUZ Department'of Health, Safety •f�iI 'EC�I' and Environmental Services TOTAL FEES BOND $.00 THE CONSTRUCTION COSTS 0.0 1:0f. S: hmri. FAM ' 0ME DETACFED 1; PRIVAT'E PI iARN3TABLE.• MASS. • ED�►l A BUILDING DIVISION BY: DATE ISSUED 12,/?,0/2000 EXPIRATION DATA 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 OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED 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. o : • BUILDING INSPECTION.APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 21 3 1 HeATINb INSPE I APPROVALS ENGINEERING DEPARTMENT. /) Cqs (� 2 WARD OF HEA y OTHER: ' SITE PLAN REVIEW APPROVAL WORK.SHALL.NOT PR66E9 UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE 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- TION.. NOTED ABOVE. TION. 3 BUILDING PERMIT QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------•------- 08/01/01 PERMIT NUMBER 50695 PARCEL ID 247 105 246 STRAWBERRY HILL ROA PERMIT TYPE BUILD NEW RESIDENTIAL BLDG PMT DESCRIPTION 2 BDRM MODULAR HOME SEE LETTER ON FILE CONTRACTOR PERMIT FEE 0 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 101 GROUP TYPE 1 APPLICATION 12/20/2000 EXPIRATION VALUATION 0 . 00 DATE ISSUED 12/20/2000 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT This value is not -among the valid possibilities QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 08/01/01 PERMIT NUMBER 50015 IPARCEL ID 247 105 246 STRAWBERRY HILL ROA PERMIT TYPE BFOUND FOUNDATION ONLY DESCRIPTION 1268 SQ. FT. FOUNDATION FOR MODULAR HOME CONTRACTOR PERMIT FEE 735 . 15 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 753 GROUP TYPE 1 APPLICATION 11/15/2000 EXPIRATION VALUATION 237145 . 00 DATE ISSUED 11/15/2000 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ ' (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H), ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT PENTAMATION------------------------------------------------------------08/01/01 PERMIT NO 50015 PARCEL ID 247 105 246 STRAWBERRY HILL ROA PERMIT TYPE BFOUND DESCRIPTION FEE CODE FLAT/BASE FEE TOTAL UNIT COST AMOUNT PAID .RESVALUE 0 . 00 735 . 15 735 . 15 TOTAL CHARGES FOR PERMIT 735 . 15 CTRL-O UNITS CHARGED/ CTRL-W PAYMENTS/ CTRL-V VALUATION/OTHER UNITS/ ESC EXIT � 3 l QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 07/31/01 PARCEL ID 247 105 GEO ID 15251 LOT/BLOCK DBA PROPERTY ADDRESS OWNER VAGES 246 STRAWBERRY HILL ROA THOMAS L DONA M VAGES CENTERVILLE . 3471 SW BOBALINK WAY PALM CITY FL 34990 PHONE DISTRICT CO DEVELOPMENT STATUS C ASSESSOR'S CODE CAPACITY(NOTES) ZONING DIST/ZOC RB SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 6098 .4 OPER/MGR NAME WET LANDS MULT ADDRESS USE 130 PROTECT DIST WP (N)EXT / (P)REVIOUS / NO(T)ES / PER(M) ITS / (V) IOLATIONS / (G)EOBASE / (E)XIT i I • � U . x Y - - zo2 -20 -4 v i y ? r V TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t—t L)� Map Parcels_ Permit# (0 Q Health Division Date Issued /a O Conservation Division 1,61 Let w Fee Tax Collector • I r0� �d� �t %✓ l S SEPTIC SYSTEM MUST BE Treasurer19 INSTALLED IN COMPLIANCE JXAt }� WITH TITLE S Planning Dept. � ® Q e� m e °� ENVIRONMENTAL CODE AND Date Definitive Plan Approv by Planning Board V T ANe �5 RDAN)Ia ENIN_ i itl �SHistoric-OKH Preservation/Hyannis 0M ENGIM N Project Street Address Village _ i T j �Of� Owner �0_4�tc /_ . �' �,� Address X �.t,4; / ,rr��to Telephone 6 � - ;7 Permit Request S Square feet: 1st floor: existing proposed Jz4 2nd floor: exist+N proposed Total new 2-O 3 5 Valuation Zoning District Flood Plain C4 Groundwater Overlay Construction Type t a -ta i9 Lot Size .T I� .f.'f' Grandfathered: es ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ck Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes allo On Old King's Highway: ❑Yes Cho Basement Type: &<uII ❑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_ t_,� 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 r 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 Z11"A"ppeal# (2?0610 RecordedA' Commercial ❑Yes a �10 If yes, site plan review# Current Use Proposed Use `til'e- BUILDER INFORMATION Name dyngs P_ Telephone Number �5 a E ']`7 77 2- Address ^r P se h ra License# Home Improvement Contractor# L4 J-71— 0 i_1 ( Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJE T WILL BE TAKEN TO SIGNATURE DATE A -/P _ d U w FOR OFFICIAL USE ONLY PERMIT NO. ,{/L DATE ISSUED MAP/PARCEL'NO. ADDRESS VILLAGE x OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION 4 FIREPLACE ELECTRICAL: ROUGH :- FINAL = PLUMBING: ROUGH + FINAL GAS ROUGH- `" FINAL FINAL BUILDING x• " ��� Emu DATE CLOSED OUT " ' 1 is ASSOCIATION PLAN NO.m S I 1 Town of Barnstable Planning Division Staff Report Vegas-Appeal Number 2000-63 Variance to Section 3-1.1(5) Bulk Regulations Date: April 17, 2000 To: Zoning Board of Appeals Approved By: Jackie Etsten, Principal Planner Drafted By: Art Traczyk, Principal Planner Applicant: Thomas L.and Donna M.Vegas Property Address: 299 Old Craigville Road, Hyannis, MA Assessor's Map/Parcel: Map 247, Parcel 105 Area: 0.14 acre Zoning: RB Residential B Zoning District Groundwater Overlay: GP Groundwater Protection District Filed:June 06,2000 Hearing:July 19,2000 Decision Due:September 12,2000 Background: The property consists of a vacant 0.14 acre lot located at the intersection of Strawberry Hill Road and Old Craigville Road. The applicant has identified that he has owned the parcel for some 34 years. The applicant also submitted evidence that a town taking of land for roadways in 1967 reduced this lot from 11,225 sq.ft. to the present 6,395 sq.ft. area. The applicant is seeking a bulk variance from the required front yard setback of 20 feet to permit a two bedroom single family dwelling to be built 15 feet off of Old Crageville Road and 19 feet off of Strawberry Hill Road. The RB district requires a 20 foot front yard setback and the proposed new structure is located 5 feet short of that requirement. Variance Findings: In consideration for the Variance,the applicant must substantiate those conditions unique to this lot that justify the granting of the relief being sought. In granting of the Variance the Board must find that: • unique conditions exist that affect the locus but not the zoning district in which it is located, • a literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise to the petitioner, and • the relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Suggested Conditions: If the Board should find to grant the requested Variances, they may wish to consider the following conditions: 1. There shall be no more than a two bedroom single family dwelling and its accessory uses developed on this lot. 2. Wastewater disposal shall conform to all Board of Health requirement. Attachments: Applications Copies: Petitioner/Applicant Assessor's Field Cards GIS Map Sign Permits I �G0.3E 0o. 10; 5� \ 6. 395 f S. F. I 11 o 1 100.6 i O i I Q N t 7 S 09 Ch cc I � -� 97 S / am C110H � 2 •ha . 100.77 , 5 r 98. r BY CB/OH ig0 97, ^ EL-90.2 GUY M/R A\Y) / UP 273/I8 112 Y 98.27 lV 99.69 OHYD TAG 4J7 1 BARNMEM MR�� Town of Barnstable Zoning Board of Appeals FILE COPY ONLY! Decision and Notice NOT RECORDED AT Vegas-Appeal Number 2000-63 REGISTRY OF DEEDS Variance to Section 3-1.1(5)Bulk Regulation, Summary Granted With Conditions Applicant: Thomas L.and Donna M.Vegas Property Address: 299 Old Craigville Road,Hyannis,MA Assessor's Map/Parcel: Map 247, Parcel 105 Area: 0.14 acre Ile Zoning: RB Residential B Zoning District Groundwater Overlay: GP Groundwater Protection District Background: The property consists of a vacant 0.14 acre lot located at the intersection of Strawberry Hill Road and Old Craigville Road. The applicant has identified that he has owned the parcel for some 34 years. The applicant also submitted evidence that a town taking of land for roadways in 1967 reduced this lot from 11,225 sq.ft. to the present 6,395 sq.ft. area. The applicant is seeking a bulk variance from the required front yard setback of 20 feet to permit a two bedroom single family dwelling to be built 15 feet off of Old Crageville Road and 19 feet off of Strawberry Hill Road. The RB district requires a 20 foot front yard setback and the proposed new structure is located 5 feet short of that requirement. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 06, 2000. A public hearing 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 July 19, 2000, and continued to August 30, 2000 at which time the Board granted the Variance. Hearing Summary: Board Members hearing these appeals were Richard Boy, Gene Burman, Ralph Copeland, Dan Creedon and Vice Chairman Gail Nightingale. Tom DeRiemer was selected as an Alternate Member. Tom Vegas introduced himself as the petitioner, and explained how the Town of Barnstable took a portion of his property to redefine the corner of Strawberry Hill Rd and Old Craigville Rd. The property was formerly owned by his mother, and the property was transferred to him about thirty years age. It is his intention to construct a home on the parcel transferred to him by his mother. Due to the configuration of the lot(triangular)in shape, he is unable to construct without encroaching on both sidelines. The board discussed if it was possible to locate the house in a different manner on the lot. The board suggested that they explore setting the building further back on the property to maintain the 20 foot setback on both sides. The Hearing was continued to August 30, 2000 At.the August 30,2000, continuance Board members hearing the appeal were, Tom DeRiemer, Gene Burman, Dick Boy, Dan Creedon and Vice Chairman Gail Nightingale At the August 30, 2000 continuance, Ralph Copeland was absent and Tom DeRiemer replacement him. Mrs.Vegas submitted 5 viable plan options to the Board. She stated that Option 1 was the preferred plan. The Board discussed the various plans with Mrs.Vegas and they determined that Option 1 was acceptable and was approved as submitted. Although some of the other options complied with the front yard setbacks the Board found those options objectionable because it pushed the structure too close to the rear property line. The Board-agreed with`option-17-1 I fY Findings of Fact: d At the hearing of August 30, 2000,the Board unanimously found the following findings of fact as related to Appeal Number 2000-63: • The applicants are Thomas L. and Donna M. Vegas. The property is located at 299 Old Craigville Road , Hyannis, MA, as shown on Assessor's Map 247, Parcel 105. The lot is 0.14 acres and is in an RB Residential B Zoning District and GP Groundwater Protection Overlay District • The applicants are seeking relief of the Zoning Ordinance, pursuant to Section 3-1.1(5), Bulk Regulations to construct a single family home. • The taking of land by the Town of Barnstable reduced the buildable lot size • The applicant has addressed the question of the lot being merged, and the Board has determined that the lots have not been merged. The Variance from the 20 foot setback would cause a 6.5 foot shortage of the required frontage. • unique conditions exist that affect the locus but not the zoning district in which it is located. • a literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise to the petitioner, and • the relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Decision: Based on the Findings of Fact, a motion was duly made and seconded to grant a Variance with the following conditions 1. There shall be no more than a two bedroom single family dwelling and its accessory uses developed on this lot. 2. , The single family dwelling shall be constructed on the lot according to Option n 1 s printed on a plan' prepared for Tom Vegas, by�Eagle Surveying,Inc., date&August 28, 2000, 3. Wastewater disposal shall conform to all Board of Health requirement, The Vote was as follows: AYE: Gail Nightingale, Gene Burman, Richard Boy, Dan Creedon, and Tom DeRiemer NAY: None Ordered: Appeal Number 2000-63 is Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made 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 T n 9lerk. Da Ga ightingale ice Ch an Da a Signed I Linda Hutchen der, 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 office of the Town Clerk. Signed and sealed this day o under the pains and penalties of perjury. Linda Hutchenrider,.Town Clerk 2 RefNo mappar .. ownerl owner2 addr city state zip 63 t 247 016 DIMONTE, RALPH 17 RABBIT LANE HYANNIS MA 02601✓ 247 017 KEELER, IRVING SR & KEELER, WILHEMENIA B 2569 SEVENTY AVE NEW YORK NY 10027 ✓ ; V 247 018 BUDDINGTON, PHILIP 0 ANITA H BUDDINGTON 334 OLD CRAIGVILLE RD W HYANNISPORT MA 02672 247 077 NEARHOS, MYRTLE E . 21 FARM HILL RD W HYANNISPORT MA 02672v0000' 247 078 LABOSSIERE, DOROTHY R 8 WHITTIER PL APT 11 H BOSTON MA 02114✓ y 247 09,3 KRAUSS, RUTH, TRUSTEE 479 WASHINGTON ST BRIGHTON MA 02135✓ b 247 094 SCARAMUZZO, ANTHONY J & SCARAMUZZO, JOSEPHINE C 72 FARM HILL RD CENTERVILLE MA 02632.✓ 4 247 095 CURRIE, SCOTT A & KATHRYN 80 FARM HILL RD HYANNIS MA 02601 0 247 096 OD QUILTER, SCOTT H & CAFOLLA, DONN 329 OLD CRAIGVILLE RD CENTERVILLE MA 02632V & 247 096 002 - SMITH, LAWRENCE E 2 DUSTIN CT MANSFIELD MA 02048'� 247 10.3 COOPER, DORIS A 1270 PLUM AVE MERRITT ISLAND FL 32952✓, it 24-7 104 VAGES, MARY V P O BOX 139 CENTERVILLE MA 02632 ✓ 0 247 106 PENA, LOIS 281 OLD CRAIGVILLE RD HYANNIS MA 02601.E lt 247 107 LAKE, ADENA 38 WARWICK ST BOSTON MA 02120✓ 247 112 PRICE, WALTER ERNEST P 0 BOX 419 W HYANNISPORT MA 02672✓ v 247 113 HALEY, MICHAEL J & BONNIE L , 8 SLAKES HILL RD WESTFORD MA 01886 ✓ x 247 114 LANDERS, WILLIAM F & LANDERS, THERESA ANN 35FIRGLADE ST WORCESTER MA 01602 14' 247 115 TOO CENTERVILLE/OST/MM FIRE DIS 1875 FALMOUTH RD CENTERVILLE MA 02632 ✓ 4a+ 247 217 COLLINS, DENNIS SR & PAMELA J 285 STRAWBERRY HILL RD CENTERVILLE MA 02632 r 247 218 SUHIE, ANDREW T & DORIS 117 CORNELL CIRCLE EAST HARTFORD CT 06108 ve it 247 2.19 BURKE, PAUL E BURKE, ELEANOR S 265 STRAWBERRY HILL RD, CENTERVILLE MA 02632%/ 247 22.0 BURNETT, JOHN S LAURIE S BURNETT 14 MADISON AVE CENTERVILLE MA 02632✓ 247 221 GREEN, JOHN N 16 MADISON AVE CENTERVILLE MA 02632 ✓ 247 105 VAGES, THOMAS L DONA M VAGES 3471 SW BOBALINK WAY PALM CITY FL 34990 3 r's't);r<a11;'i' I tt. kasm eh udder i r : t �Ud.. Ve f dual got a otil .as id0' t; f a,Qatary�lte,in can RC Rest tiel c LjojQWraKV have"plod tothe�woo alefor ence �3 i6�il�lkfii0ownstopem*1.m.ee -tbock 't 11i¢tit rt�tMghmnonAsseB.so�sMep 11 iandls�Am �Y CrSatg�il14 Road.,Hyannts;MA to I B;Zo�iing f ist wpt h¢Id M MearMg Roorn•.... r!EiNe '$�� :. lI!Ff f9oa1t1 of Appepfa OFflG MA. le Petrliot i Muncy Homes P.O. Box 325 East Muncy, PA 17756 Div. of Muncy Route 442 090 Homes Inc 02 Superior Builders P.O. Box 344 Muncy, PA 17756 Div. of Muncy 091 Homes Inc 02 Design Homes P.O. Box 411 Mifflinsville, PA 094 02 18 6 31-0 411 Crest Homes 30 Industrial Park Road Milton, PA. 17847 (Div. of Schult 114 03 Homes) Westchester 30 Reagans Mill. Rd Wingdale, NY 12594 Modular Homes, Inc. 116 02 Whitley Mfg. Co., P.O. Box 496 South Whitley, IN Inc. 201 W First Street 47787 Div of Wms Indust. 117 03 Inc. Chelsea Modular Rt. 9W Marleboro, NY 12542 Homes, Inc. Box 1108 119 02 Excel Homes R.D. #1 Liverpool, PA 17045 Box 212B 129 02 Mark Line Industries Cocalico Manor Ephrata, PA 17522 of PA, Inc. Industrial Park Alexander Drive 133 03 Rotondo Precast 41 Almaida Rd Rehoboth, MA 02769 135 10 Future Home 33 Ralph Street Technology Port Jervis, NY 12771 136 03 Keiser Industries, P. 0. Box 9000 Oxford, ME 04270 137 03 Inc. Kullman Industries, 381 Blair Rd Avenel, NJ 07001 146 03 Inc Inland Buildings 2141 2nd Avenue SW Cullman, AL 35055 147 10 Miller Structures, Morse Rd Bennington, VT 05201 149 02 Inc. Apex Homes, Inc. 247 US Hwy - 522 N Middleburg, PA 17842 150 02 Space Building 250 Cape Highway East Taunton, MA 155 04 Corp. 02718 Fiberbond Corp. 1300 Davenport Drive Minden, LA 71055 159 04 Modular Structures RR #2 Selinsgrove, PA of PA, Inc. South Old Trail Rd 17870 160 02 Star Building P. 0. Box 94910 Oklahoma City, OK 163 03 Systems 73143 T & R Custom, Inc. P.O. Box 1079 North Ellaville, GA US Highway 19 31806 164 11 New Era Building Box 269 Strattanville, PA Systems 451 Southern Ave 16258 168 02 Marcoux Homes, 1360 Boulevard Vachon Ste-Marie, (Beauce) Inc. Nord Quebec 169 02 G6E 1N4 Les Industries 601 Industrie Beloeoli Quebec, Canada Bonneville LTEE J3G485 173 02 1998-1999 BOARD OF BUILDING REGULATIONS AND STANDARDS CERTIFIED MANUFACTURED BUILDING PRODUCERS Certifications May 1. 1988 to April 30, 1999 Name Address City/state/zip Certificati Tird Party on Number Inspection Agency Contempri Homes Stauffer Industrial Park Taylor, PA 18504 017 11 Deluxe Homes of P.O. Box 323 Berwick, PA 18603 PA, Inc. 018 02 Alouette Homes P.O.Box 187 Newport, VT 05855 019 02 Penn Lyon Homes, Airport Road - Box 27 Selinsgrove, PA 020 02 Inc. 17870 Avis America Corp. P.O. Box 420 Avis, PA 17721 027 02 Premere Builders P.O. Box 337 Route Muncy, PA 17756 Division of Muncy 442 Homes, Inc 029 02 Hardwick Frame Thayer Road Hardwick, MA 01037 Company 030 10 Customized P.O. Box 884 Claremont, NH 03743 Structures Inc, 032 02 Madison Industries Inc., of GA 1035 So. Access Rd Conyers, GA 30207 033 04 Haven Homes P.O. Box 178 Beech Creek, PA 043 02 16822 American Modular Tech P.O. Box 1069 Liberty , NC 27298 045 04 New England Homes, Inc. 270 Ocean Rd Greenland, NH 03840 050 03 Arthur Building P.O. Box 60 Systems 719 Middle Street Bristol, CT 06011 052 02 Simplex Industries, One Simplex Drive Scranton, PA 18504 Inc. Keyser Valley Indust. 056 03 Park Oxford Homes, Inc. P. 0. Box 167 Oxford, ME 04270 068 02 Yankee Barn Homes P.O. Box 2. Grantham, NH 03753 Star Route 3 069 02 Huntington Homes Rt. 14 E. Montpelier, VT P.O. Box 99 05651 083 02 Miller Structures, P.O. Box 526 Leola, PA 17540 Inc. (Plant #1) 26 Hess Rd 086 02 Burlington Homes P. 0. Box 263 Oxford, ME 04270 of Maine 087 03 Ritz-Craft Homes P.O.Box 70 Mifflinburg, PA 17844 of PA, Inc. 1088 11 Epoch Corporation Route 106 Pembroke, NH 03275 P.O. Box 235 089 02 Town of Barnstable Planning Division Staff Report Vegas -Appeal Number 2000-63 Variance to Section 3-1.1(5) Bulk Regulations Date: April 17, 2000 To: Zoning Board of Appeals From: Approved By: JacAk EtsAi, Principal Planner Art Traczyk, Principal Planner Applicant: Thomas-L..and Donna M.Vegas - - Property Address: i69 Old Craigville Road,_Hyannis,xMA` . Assessor's Map/Parcel.:'-Map 247, Parcel 105 Area: 0.14 acre Zoning: RB Residential B Zoning District Groundwater Overlay: GP Groundwater Protection District Filed:June 06,2000 Hearing:July 19,2000 Decision Due:September 12,2000 Background: The property consists of a vacant 0.14 acre lot located at the intersection of Strawberry Hill Road and Old Craigville Road. The applicant has identified that he has owned the parcel for some 34 years. The applicant also submitted evidence that a town taking of land for roadways in 1967 reduced this lot from 11,225 sq.ft. to the present 6,395 sq.ft. area. The applicant is seeking a bulk variance from the required front yard setback of 20 feet to permit a two bedroom single family dwelling to be built 15 feet off of.Old Crageville Road and 19 feet off of Strawberry Hill Road. The RB district requires a 20 foot front yard setback and the proposed new structure is located 5 feet short of that requirement. Variance Findings: In consideration for the Variance, the applicant must substantiate those conditions unique to this lot that justify the granting of the relief being sought. In granting of the Variance the Board must find that: • unique conditions exist that affect the locus but not the zoning district in which it is located, • a literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise to the petitioner, and 0 the relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Suggested Conditions: If the Board should find to grant the requested Variances, they may wish to consider the following conditions: 1. There shall be no more than a two bedroom single family dwelling and its accessory uses developed on this lot. 2: Wastewater disposal shall conform to all Board of Health requirement. Attachments: Applications Copies: Petitioner/Applicant Assessor's Field Cards GIS Map Sign Permits CCU - �' --. }/-�I r,,, 1 T�i�;� '�j /• � .�}Y2!�:,.71, 1'!%TIC`�'. • �E� Ilf ` .G,` a MW 1 all )1, Is1 a�„� ■!. Map 247, . Parcel 105 Thomas ♦ Donna Vegas *KM&kft1,111 In l 1% vs(ff9on�p*wp=Mft SI M h I': ';.II OMw ,'ll I ,'.I I.{:I I,":I'I I'I 14 YI l Iq 1 . 1 .I .11: I"ill 1(r r .I.'I ,o 10 11 I'� 11:1 1 1, 1 'lli: I. ' i::: 1 :.�I I:I.�•-I. 1 `11 1�1-:�. I'll II'I :� = :mI I� : .I!r `'1 I'l 'I 1 .11 I. 5�1 I.I 1 1 1 1 ,'r r.. r: r n.l f W r I'I ��•:a�r pl r I. - 1 . • 111 1 1. Property Location: 299 OLD CRAIGVILLE ROAD MAP ID: 247/105/// Vision ID: 17422 Other ID: Bldg#: 1 Card 1 of 1 Print Date:07/12/2000 03, escription T Code Appraised .value Assessed value ONA M VAGES 471 SW BOBALINK WAY ' ' 801 PALM CITY,FL 34990 E DATA-Barnstable, Fl_E ` �Sr 2a ccount ff 43AD116 Plan Ref. Tax Dist. 300 Land Ct# er.Prop. #SR VISION Life Estate DL 1 Notes: DL 2 GIS ID: oL4,20U r4-,70 r. Code .ssesse a ue Yr. O e Assessed Value Yr. Load Assessed vatue OQ: 14,2UU Total. , oa: , .., .�... ; - !its signature ae now a eS a VS y a aCollector of SSeSSOr mount : kE UAL Year ype escription o e Description Number Amount LOMM.Int. Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 0 Total. Appraised Land Value(Bldg) 14,200 imam- ,� 3 p Special Land Value 0 Total Appraised Card Value 14,200 Total Appraised Parcel Value 14,200 Valuation Method: Cost/Market Valuation et'fotal AppraisedParcel Value 14,200 �42s :�„ <.. P c:.�. 6s "£J" :::,�, ,.,. '';w tu. , ti �, -<.a y . rl#a. _t. ,.z�4 „3�� �r,- z��� �:� �� ermit slue a e' ype Description Amount 2, nsp a e o omp are Comp. Comments Date FurposelResuit Use Uoae Description zone ron age ept units nit rice actor actor f. O es- J pecia racing J. ni rice . an a ue vac an o es: -.67 Cara�,Aa uniqarc o an rea: i'otal Lanau Property Location: 299 OLD CRAIGVILLE ROAD MAP ID: 247/105/ Vision'ID:17422 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 07/12/2000 -. •.,o-zw% -s< f, 4'.�. u.•z ". _ e - v .�.,±.:., :°.k,. ;, __ ement escrip ion 1-onunerciaMara EtemeArs Ry e ype acan an ElementDescription odel 0 scant meat ade Frame Type Baths/Plumbing tories Occupancy eiling/Wall ooms/Prtns Exterior Wall 1 /°Common Wall 2 Wall Height Roof Structure oof Cover Interior Wall I ement a Description Factor 2 Interior Floor 1 Complex 2 Floor Adj Unit Location eating Fuel Heating ti Type umber of Units Type Number of Levels /°Ownership Bedrooms Bathrooms � °., Raw Mu Total Rooms na j. aseize Adj.Factor .00000 ade(Q)Index .00 ath Type dj.Base Rate .00 Kitchen Style ldg.Value New ear Built ff.Year Built" ttnl Physcl Dep uncnl Obslnc con Obslnc pecl.Cond.Code "I MAI o Description Fercen gLe erall%Cond. aC Eand eprec.Bldg Value a- w o e Description nits unit Price Yr. Lp Xt YoCndpr Va ue O a Description rving Area ross Area . A rea unitCosteprec. value IYL ross Ltyll ease Area U ul ulziag Van 7V HE rtr I T,. • .'i jTn ,t EEC 1 Q U ray BE FL�i ;' '.GTE RELi S „ : ���{��� CIRGCa�STB.�CE3 t ��) r' C ��,..��OWN OF BARNST LBLZ r : ; BAR Gz; oi.ng Board of Appeals , .S , ' JUN - 6 2 A►pnlicationo t petition for a variance L ae sum - jp d For office ose onl ': �ZOMII2 Do ` _ f f ,e. Appeal # . Searing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a variance. from -the zoning Ordinance, in the..manner and for the reasons hereinafter set forth: Petitioner Name: �- :Dyhn ' A deciasPhone t.17 S •a� Petitioner Address: �fo Property Location: ! d- S Property owner: ltrrl G. , Phone i Address of .owner: Zf petitioner differs from owner, state nature of Interest: Number of Years owned: Assessor's Map/Parcel Number--. oA Zoning District: Groundwater overlay District: ' variance Requested: 5 Y 11 C Clte section i Title of ehe Zoning ordinance Despription. of variance Requested: 67A Description of the Reason and/or Need for the variance: �Lm /QL 7 • 'r-d to r" >' D Sri Description of Construction Activi y. (if applicablej: Existing Level of Development of the Property - Number of Buildings: le • Present Ose(sj: , Gross Floor Area: 4 Proposed Gross Floor Area to be Added: , Altered: Is this property subject to any other relief (variance or special Permit) from the zoning Board of Appeals? Yes ,[j No xf Yes., please Zist appeal numbers or applicants name V Application to petition for a Variance Is the property within a Historic District? Is the property a Designated Landmark? Yes [] No E: Yes ['] No !; For Historic Department use Only: Not Applicable ........ OKH Plan Review Number Date Approved Signatures Have you applied for a .buildin •g9 p , itZ Yes No [] Has the Building Inspector refutes d, a permit? Yes . No C] All applications for variance. which proposes a change is use, new construction, reconstruction, alterations or expansion, except for single or two-family dwellings, will require an approved' site Plan (see Section 4- 7.3 of the zoning Ordinance)'. That•process should be completed prior to submitting this application to the zoning Board of Appeals. . For Building Department use Only: Not Required ...........•... ... C] Site Plan Review Number _ • Date Approved Signature: ' The followings information must'be submitted with the •Petition at the time ; . of filing, without such information the Board of Appeals may deny your request: Three- (3) copies,of the completed Application. Form, each with original signatures. Five •(5) copies of a certified property survey (plot•plan) showing the dimensions of the land, all wetlands, water bodiee,:. surrounding . roadways and the location of the,existing .improvements on'the. land.,., • All proposdd' development'activities', except single and two-family housing development, will require five- copies of a proposed site improvements plan approved by the Site Plan Review .Committee. This plan must show the exact location of all proposed improvements and alterations on the land and`to structures. See contents of Site Plan:w Section• 4-7.5 of the ' oning Ordinance, for detail requirements. - The petitioner may submit any additional supporting documents to assist the Board in making its determinat on. Signatures ��© •!�� Date: I' tioner or Agent's Si gnat _ ' 'Agents Address: . Phone: Fax No. NG I \ 100.5+ \ 101.5+ \ \ 'E 1c e\395 f S. F. s 64•�0 __i i i :rat �l v0.E1 F +100' rY e r eM ce/nH Inu.r, ! C EL-100.52 to l3`00 OAL • y ; p ri SEPTIC TAW o-eox000 Bw Co/DN.. EL-98. ovY WIR01 P� +� 0. G i roc °° V� UP 273/l8 I/2 tG � 9e.27 A 1 99.60 OHYD UO 437' EL-99.98 VARIANCES REQU / RED TITLE 5. SETION 15.211: 01 MINIMUM SETBACK DISTANCES. 10 1S REOUI RED BETWEEN A SAS AND PROPERTY LINE. 6' IS PROVIDED TO THE RESERVE AREA. A 4' VARIANCE I S' REQUES TED. SECTION 15.214: NITROGEN LOADING LIMITATIONS. A VARIANCE IS REQUESTED TO CONSTRUCT A 2 BEDROOM DWELLING ON A 6395 S.F. 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Middleburg, PA 17042 PH: 570-837-1424• FAX 57"37-8133 'roof of nLUller Certifrcgtion This letter shall be proof that 71dal Seta,LLC. has met the followtttg requitexAnts and is considered by PROFESSIONAL BL'1L,D1NG SYSTEMS,WC.to be a certified installer ofone or two badly modular homes and multi-family modular housing. The,requirements met are as"lows: 1. ApprcV41 by Profoesionel Building Systems,Inc,of the "InstalIer Certification Form" ineludinga check ofthrec references Supplied by the installer, 2. laxectnlon Of etssrdard contmot between the fnstaller and P.B.S.including cortit-loate of Insurance$vm the installer meeting requirements set by P.B.S. 3. Copy of the P.B.S."Site Erection Instruction I4attdbook--is Issued%o the installer and a rcpreseat&dVc from P.B.S.reviews the manual with the inotojIft. 4. Two copies of this letter are signed by the instatler and the P,B.S.topresentative. One copy 18 givan to the Install"as proof of certifrcatltm and the second copy is retained byP.S,S,in the installers tile. S. Installer is added to the P.D.$.list of certinod installers. ProfenAonal Building Sytstetns, Inc,rt;sdrves the right to revoke certification of an installer and remove the W-taller&um the approved list, Confirmation L,-rat art installet It cutrently certified by P,B.S,can bo made by contacting the Sales Deputmcnt at P.B.S. Installer Declaration: I hereby declare that I have met all the requir cment+s listed above and further declare that I understand the poticiea and procedures as stated in the p.B.S."Site Erection Instruction Handbook!-. _ 9'7- ..ZoCr1 (Signature of Ins a) (riate) Profsaaional Building SysteAu,Inc.Ikciaratloh.- I hereby deciam that the installer Fuss meat all the requirements listed above and flttthcr declare that I have reviewed the policies and procedures as stnt.dd In the P.IS.S.Site Brootior.Irstmation Handboolel with the installer. 9- 7-2000 (Signs e o Pro ssi-o uiidirtg ystetas,Inc.Representats`va) (Date) i `FOUNDATION ONLY' PROCEDURE PERMIT TYPE=BFOUND CODE=753 CONSTRUCTION COST=ENTIRE PROJECT VALUATION TOTAL FEES=BUILDING PERMIT FEE FOR ENTIRE PROJECT INCLUSIONARY FEE IS ALSO REQUIRED AT THIS POINT DO NOT PRINT THE PERMIT. ISSUE THE ORANGE CARD ONLY.. TYPE THE BUILDING PERMIT ONLY AFTER ALL CONSTRUCTION DRAWINGS HAVE BEEN , SUBMITTED AND APPROVED PERMIT TYPE=BUILD CODE= 101 - - CONSTRUCTION COST=0 TOTAL FEES=0 9 i t Q000906A a G il " u tl G " G G Western Surety il n n il n u LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. G u KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 2 8 7 3 5 9 8 Inds es That we Th-mac Vanes 246 Sf-r v C • • , G g �. a�herrTHill R� P�t:e�vllle �4� of the �*OQ of �QrPe-t���le , State of —P°T SS , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of M A g g , as Surety, are held and firmly bound unto the m,,,.,,, Of State of 04 A 9 5Z Obligee, in the amount (Valid only when a County,City,Town or illage is named as Obligee) of >a PThetisandDOLLARS ($ 5, 000. ), OT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our'legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed by the Obligee. N 11 sue, FORE, if the Principal shall faithfully perform the duties and comply with the laws and ores.�. all amendments), pertaining to the license or permit, then this obligation to be void, o sett a ®'in full force and effect for a period commencing on the 5 t h day of q '- g g g, and ending on the�t--�1 day N v� $i s'= n n , unless renewed by continuation certificate. trio ' 'rminated at any time by the Surety upon sending notice in writing to the Obligee and to oci al, I 4 `o51 the Obligee or at such other address as the Surety deems reasonable, and at the expira- tioi9 ) days from the mailing of notice or as soon thereafter as permitted by applicable law, whichetj} `;`this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this day of—mil; , �ggn . Principal Principal Countersigned WE STERN S U E T Y CO NY c r G 6 By Re2NOWLEDGMENT ent Agent By President r G A OF SURETY F STATE OF SOUTH DAKOTA 1 ss (Corporate Officer) G F County of Minnehaha f G On this day of ,before me,the undersigned officer,personally W. appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing ; instrument for the purpose therein contained,by signing the name of the torpor ' n by himself as such officer. ; IN WITNESS WHEREOF, I have hereunto set my hand and official se ; il + u J. RHONE e NOTARY PUBLIC S " n eEAL SOUTH DAKOTA SEAL C " otary Public, South Dakota My Commission Expires 6-12-2004 Western Surety Company n Form 849-A—12.96 ��� ' '�' '�' + 1-605-336-0850 ' P l f tl ACKNOWLEDGMENT OF PRINCIPAL F (Individual or Partners) ; F STATE OF F ss F County of F tl F y u P tl GOn this day of ,before me personally appeared F U - F tl F F tl tl F � ' F F U I U known to me to be the individual_ described in and who executed the foregoing instrument and tl tl F acknowledged to me that_he_ executed the same. F tl P My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) -STATE OF ss County of On this ` '' day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, cy and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires c Notary Public r. F � n n � n C-F P CL H P e � P 6 F F N P 4 n a _ F O N D Z Z F V tl n a ce tl F L c z z F w y P F F F•y O 0 W a N a O w -d F � TWCfRKSHEET Value LIVING SPACE (high end construction) S square feet X$115/sq. foot= 2 3 y t -z-�' (above average construction) square feet X$96/sq. foot=, (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) - square feet X$25/sq. foot= PORCH ,6 square feet X$20/sq. foot= 2-,::b DECK square feet X$15/sq. foot= OTHER square feet X$Msq. foot Total Estimated Project Cost 3 Y 5 a For Ote Use Only 1nqAMkggCv AMordab/e Housin Fee -„- Residential Commercial" Property Owner's Name .5 Project Location 2.1 7 r Project Value � Permit Number "Existing Sq. Ft. **Proposed New Sq. Ft. Fee IAHFORM 1/3/00 .v.�`. ----_____ The Cornmonwealtll of Massachusetts _��,�-�N.� ..-=•;�t Department of Industrial Accidents Olficr o1lnVe51igations 600 Washington Street it Boston,Mass. 02111 Workers' Co m ensad Insurance Affidavit :�iiniic::ut:;iriarurat�rm:✓�%�����%%���%��i�/i�,.�/ name: e -location �-d V-50S� city Cl 1 hone# r7, `7 -07.l Z am a homeown performing all work myseif. i am a sole oroprietor and have no one working in any ca acity I am an employer providing workers' compensation for my employees working on this . comninv name: address: ci rv- hone#... insurance cn. oiicv# 1'am a sole proprietor, general contractor, homeowne wo (circle one)and have hired the contractors listed below who have the ibllow ng workers' compensation polices: 77 comnnnv name: L address: .: ho ci tv: ne# .5 oitcv#::.,:. insurance crt.i/ //,i�i;>.iii;i camnonv name: address: hone#..: _. City: insurance cn. ...twn� Failure to secure coverage s,required tinder Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to SI,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of 5100.00 a day against me. I undentsnd that a copy of this statement may be forward to the OfIIce of Investigations of the DIA for coverage verification. 1 do izerebv certify un t e pains and penalti 2t, the informtation provided above is trrto and correct Date �I - simatt:re Pnnt name c Phone# `l�5 - 2-0 4 otticial use only do not write in this area to be completed by city or town official permit/lIceme# ❑Building Department cite or town: ❑L[censing Board ❑Selectrnen's Office Q check if immediate response is required ❑Health Department S contact person: phone#; ❑Other a :nt Information and .Instructions for thc1z :s .s ver:eral Laws chapter 152 section 25 requires all employers to Pr the servicc of anothevide workers* r under conzr- Mass c" •� ern to ee is defined as every person in employees. .s quoted from the "law", an P Y n7css or implied, oral or written. of:;li ; _ . cDiorer is dermed as an individuaL p artnership, association, corporation or other legal entity, or any two or more ;e foreco:aJ.engaged in a joiirt enterprise, and including the legal representatives of a deceased employer, or the receive ,� _ employees. However the owner of a Estee-of a individual, partnership, association or other legal entity, employi��P house °* dwelling ,o,rse having not more than three apartments and who resides therein; or the occupant of the dwelling another Who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds buiidinR appurtenant thereto shall not because of such employment be deemed to be an employer. MGL c 152 section ZS also states that every state or local licensing agency shall withhold the issuance or rene- lice 2 or permit to operate a business or to construct buildings in the commonwealth dditia�vpn�r theo a P compliance with the insurance coverage required. not produced acceptable evidence of comp for the performance of public work unlL eo:nson�vcalth nor any of its political subdivisions shall enter into any er have been resented to the contrac^n= acceptable evidence of compliance with the insurance requirements of this chapter P authority. Applicants j cdavit.completely,.by checking the box that applies to your situation and se .ii in th.-workers' ompeasation with a certificate of insurance:s:ill: davitsmay be 1 address and � phone numbers along :-upph'ing company names, Accideats#or_ctian of insurance coverage. Also be s.,-Fe to sib :,.ua ;ubmitt.Pd to the Department of.Industrial. that application for the permit or license is The affidavit should be retuirnedto-the.city or town aPP : a« i::e pi _davit. have an estions regarding the w : of Industrial Accidents.•Should you Y Ie:�requested, not the Department at the number listed below. r required to obtain a workers' compensation Policy' Please call the Department .....ar•.,....au...r i��r�/ririi..iH //�//i//%/� F/01 am City or Towns Complete and printed legibly. The Department has provided a spas at the bottom or se be sure that the affidavit is comp o�has to contact you regarding,the applicant. Please davit for you to fill out is the event the Office of vxvestigati affidavits may be re^�t" t ermitllicease number which will be used as a reference number. The be sure .,o fill in the p emetrts have been made• the Department by mail or FAX unless other arraag T' ike to thank You in,advance for you cooperation and should you have any Qu�CII-` lie D c of Investigations would L pie:.se do not hesitate to give us a call. Em � /%///%/EEN ";<�% �% fax number:Ile Denaran1 s address,telephone and The Commonwealth Of Massachusetts Department of Industrial Accidents M Me of Investigations 600 Wash ington p on Street Boston, Ma. 02 111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 f- �'/ p e vi anvnzau.:ea�i o�'�!�aaaac"ivael�.._ BOARD OF BUILDING REGULATIONS License: CONSTRUCTION-SUPERVISOR Number.:CS 018599 Birthdate.,0312 9/1 92 9 EXpires 03/29/2002 Tr.no: 18901 ` r Restricted To:. I JOSEPH DALUZ' _ 90 MITCHELL WAY i HYANNIS, MA 02601 � !� ; Administrator r i G N vq Pennsylvania Div. U.S. Housing Chambersburg, PA Modular Corp. 17201 174 02 Homes 1080 S. main Street Signature Building Ivy Park System, Inc. 925 Griffin Pond Road Clarks Summit, PA 175 11 18411 Concrete Systems Commercial Ave Hudson, NH 03051 176 04 Inc. Butler 400 North Weaber Annville, PA. 17003 177 02 Manufacturing Street Varco-Pruden 273 Water Street Evansville, WI 53536 Buildings 178 02 Schavi 102 Industrial Drive Oxford, ME 04270 179 03 Dupont Bldg. Inc. P. 0. Box 1400 Cameron, LA 70631 .180 02 Pengrove Bldg. One Mauro Avenue Knox, PA. 16232 Systems P. 0. Box 579 182 02 Miller Telecom 58120 C.R. 3 South Elkhart, Indiana 46517 Services 183 02 High Concrete 125 Denver Road Denver, Pa. 17517 Structures. 185 10 C-Lane, Inc. 501 S. Cedar Lane Greencastle, Pa. 17225 186 02 Frey-Moss Struct. P. 0. Box 459 Conyers, Ga. 30207 187 02 Inc. Andrew 27 Amlajack Blvd. Newman, GA. 30265 188 11 Corporation United Structures P. 0. Box 194 Binghampton, NY 189 04 13904-0194 Advanced 276 Woodbine Road Building Systems P. O. Box 160 Clearbrook, VA. 22624 190 02 Les Residences 395 Route 112 Quebec, Canada Pro Fab C.P. 340, Vallee- GOS 3JO 191 02 Jonction Guaranteed_ 14 West Street East Douglas, MA. 192 10 Builders 01516 Kent Building 560 N. Washington Bridgeport, CT. 194 02 Systems Avenue 06604 Guildcrest Bldg. 20 Mill Street Morewod, ON KOA 195 02 Corp. 2RO Canada VFP, Inc. 4520 East Park Drive Roanoke, VA 24019 196 02 NRB, Inc. 115 So. Service Rd. Ontario, Canada 197 02 West L3M463 Space Master Mfg. P. 0. Box 315 Pottstown, PA, 19464 198 02 Bill Lake Homes 188 Flanders Road Sprakers, NY 12166 Const. 200 03 Commodore Corp. P. 0. Box 577 Goshen, Indiana 46526 201 02 Chief Industries, P. 0. Box 2078 Grand Island, Nebraska 202 04 Inc. 68802 Carp Building 210 Depot Road Milford, Ct. 06460 203 10 Struct. Starlite Diners, Inc. 9 West Tower Circle Ormond Beach, FI. 204 12 32174 Whitley P. O. Box 216 Dallastown, Pennsylvania Inc. 165 Orchard Street Pennsylvania 17313-0216 205 02 LES Habitations 255, Du Parc Quebec, Canada Techniques, H.C. St-Joseph Beauce LTEE 206 02 UNR-ROHN, Inc. P.O. Box 1470 Bessemer, Alabama of Alabama 1100 Industrial Blvd. 35021 207 11 Seguin Builders 476 James P. Casey Bristol, Ct. 06010 208 02 Road American Modular 370 South Main Street Terryville, Ct. 06786 Corp. LLC. P. 0. Box 27 209 10 mfgEXTENDCERT Page 1 of 1 NOTICE TO: All Approved Manufacturers and Third Party Inspection Agencies Municipal and State Building Officials and Other Interested Parties FROM: Thomas L. Rogers, Administrator DATE: April 24, 2000 RE: Extension of Manufacturer Certifications & Third Party Inspection Agency Authorizations Due to ongoing changes in the Manufactured Building and Building Component Program's administrative procedures, and resultant delays in the renewal process, this office hereby. extends the current renewal period for all duly certified manufactures and all duly authorized Third Party Inspection Agents until July 1, 2000. Building officials may accept this notice presented with a manufacturer's or Third Party Inspection Agency's previous letter of certification (for the period ending April, 2000) as evidence of program compliance between now and the time new letters of certification and\or authorization are issued, up to July 1, 2000. In order to allow time for processing, all manufacturers and third party inspection agencies shall submit renewal applications by June 1, 2000. Final letters of certification and\or authorization will be issued shortly thereafter. http://www.state.ina.us/bbrs/mfgEXTENDCERT.htm 12/6/00 o a/MY by r'Iillir iet�ryrs .. .. . - c, - K rr M ra.cwt r K aefsltM i •. ..ee - - - tt♦e h K Creelt�lUp/ttVMONM7i1. - N -Y - .. .. �' �t - err.r•rw+ ,. � err./matt.r• � cer l to - 41 - - ., � 0 ♦ .at Lott. ., - Lora :r SWMAVW WA eewrttnt '�' •'�- - . r tw r rrr M.— - a _ raterrw tr K etwrntrr iKelt V KI � r N . rre liY!a=r• Y • -- K.r 11r Oe MWw fell ®� AM "r YI irI1�Rl T savo �.iR I/Ml tt�K eNlefYt/ dN, rlreletl Itr�rtil / J ... 14 +,/`�✓�*'"' - A PLAN OF LANO, TERV/L.LEI�, _ - �wrrwwro r THOMAS G OONA—MAR/A VALES A EGLE SURVEYING, tNC tw,�eowtratr r a .. Cttltetff r1 it eta rOtetr Ire.twee M rV err te1[r lerr er K At r Now, Y.-t. t.eM. as*" r.Rrwrrr. tewtAm iwar errs COM gas-eaaa a daw rtata D,UI A go UI lA UI UI O O x •iT .3. y DDDDDD Ny !g� 0 0 0 0 0 O g •f����a, oa0000 - AA A 7IU/U _ �y 1 1 I 1 N N N N N N N...p,DmV - - DDDDDD I9NI9NNN � 000000 oo p€laa tir-1 V a a a 1 1 I 1 1 1 ' NN NNN N' mamcnai� V WN A. NN 000 00 aaa as • 2 , Z r 00 - , f 9 A N A N N H -1 �•---•---- i------; ❑ C7 Cl -- , v rrr rr I i WNW "I A. r A W o ZD I I 1• - '.. -gN N N N N N DDDDDD P • L-� ("-- 1 ru ru 00000m .I I • - o G<<<0 1.P _,---'--------�Y Q" -ri r-I y R 1 R9 7 1N J ..-.-. -- 1 I N fN 1 1 I N I L-------•I• I T D NNN N k.• 1 - 1 1 _ m uNi N N o - ( , r------- ii + - �d� 1 I ii p 0 N000 <<<< I 1 � IL - I rrr� I L- -----F ----------} I -i y db • 1 li v 1 amrif I , I I •^� • I III � • III Y P - Fr O . 111 --yr 111 I S , ,.1 Iv Aay�.o r y y m� Aa g �€ An �I I I 11 I a z y —D �_ P ----------yrr----� $+I O Fi Po 1 r �m� -,. wR 1 ,^, 'F r70�P.. --1 w L------------- Z y'OLD Vl Y Y y ^ ,A YYY y �+ V Iuull► q O� o � monn JZ � CdI //�, ' =YN N.1 y - ZE Ni rn F r70i d a ) z -i C 1 o a - z c: o Ez. m 1 PAGE- ? DATE: DRAWN .BYI. STATUS: 2840—CAPE BUILDER CUSTDMER 9/27/OD JRR PRELIM CRAFTSBURY COMPANY VAGAS 10/5/00 JRB REV. PRELIM 1st STORY ELECT. PLAN EITY EO,N>r (� tone/2ooD Pss FINALS HYANNIS BARNSTABLE "' MA �J 10-17-OD LM APPROVAL PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD "' SNOW LOAD v F , 11/13/00 JRB REV FINAL �. .xr P.D. BOX 219 ! P #�UILDIN(i MIDDLEBURG, PA. 17842 90 24 40 c1 Yb B S PHONE, (570) 837-1424 DRDER N4 SERIAL,N6 FILE Na f > %SYSTEMS.INC. FAXI (570) 837-6133 1061 PI061 r, 4. i 1 lJ "f i ,; 1 j mNAUN.-. -�•. � d #ts a DDDDDD I N N N N N N 0 0 0 O O O - - rrrrrr 1 1 1 1 1 N N N N N N - - N UI UI UI UI UI DDDDDD rVIUNNNN ",• 000000 «C3« 000000 rrrrrr r,_ 1 I rUN rt)N NN I E I I I I I LALB+ I I I m v m ul A Id I 1 I I I 1 1 w ru c o o 0 0 D D D D D i L 1 I 1 1 I I w N p N N I I 1 000 00 I gg I 000 00 -rr-riri 1r•1 K I , oNm NN 1 I I 1 i - � }• IJN� I I 1 f� ru 1 + I I rU N N DDDDDD ; + A_ iu • _ I N R1 In Na N <<<<<< O rrrrro b6° I I mromuNi 1 1 1 1I o I 1 ' aDap ` 11 • r d I I II ' 6• '-�-----------1 ' 1 I I I «<o rrry � �6 1 I I r I aaN i L 1 ; I e I I c r--�- e I I = I I a - L_ I I 1 I 1 I I I - 1 `wyrom D" �N�r<iul r rri I I I - �fiiKw = > ' p�mN• ...n A rr ------ -L- �___-__J NTyp�a-1 C1� LD'.2 •p cAoo r g� e -T1 o -�. 92 9° crn n el ,p d as c ��o '�,,, � X �' to z ���', c �. -4 o Z i _ =tq -' m � c • �Nrrnn111N`` PAGE, DATE DRAWN BY, STATUS: 2 8 4 0—CAPE BUILDER CUSTDHER 9/27/0o JRB PRELIM CRAFTSBURY COMPANY IO/s/00 JRB REV. PRELIM 2nd STORY ELECT, PLAN VAGAS 10/12/2000 PSS' FINALS CITY COUNTY STATE 9 . 1 10-17-DO LM APPROVAL 72 EAST MARKET STREET HYANNIS BARNSTABLE MA 11/13/00 JRB REV FINAL PROFESSIONAL P.O. BOX 219 WIND SPEED WIND LOAD P BUILDING MIDDLEBURG, PA. 17842 90 Sunv LOAD40 24 B s PHONEI (570) 837-1424 oR 'R Nn SERIAL Na nLE ua ---.... .............y SYSTEMS,INC. rAXI.(570) 837-6133 s!,> 1061 P1061 0:Sl :J) fJ. ► '• � � m o 00 1 GE..I,[RAL,NOTES STATE APPROVAL STAMP THIRD PARTY APPROVAL AGENCY: PFS CORPORATION PROFESSIONAL LABEL LOCATIONS PFS LABEL STATE LABEL AND DATA PLATE LOCATED AT KITCHEN SINK PFS LABEL AND STATE LABEL FOR UNIT W UNDER SINK, 6" vv,Ef PFS LABEL AND STATE LABEL FOR UNIT-C-BEDROOM g2 CLOSET PFS LABEL AND STATE LABEL FOR UNIT'D-IN BATHg3 UN CLOSET BUILDING . B S SYSTEMS, INC. w = z THE ENCLOSED DRAWINGS AND SPECIFICATIONS(REFERRED TO HEREINAFTER AS SUBSET) 72 EAST MARKET STREET/�- P.O. BOX 219 NLn ARE THE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS,INC. (REFERRED TO HEREINAFTER AS MIDDLEBURG, PA 17842 s PBSI)THIS SUBSET PI NOT INTENDED TO SHOW ANY SPECIFIC PLAN LAYOUT OR w ARRANGEMENT, BUT IS INTENDED TO SHOW THE PBSI BUILDING MODULE IN COMPLIANCE YATH ALL STATE CODE REQUIREMENTS AND STANDARD ENGINEERING PRACTICES IN ORDER w FOR THE GENERAL CONTRACTOR TO OBTAIN BUILDING PERMITS. NO PART OF THIS SUBSET MAY BE REPRODUCED OR USED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN ~rn - AUTHORIZATION FROM PBSI. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPT O CONFIDENTIAL ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. OFFICE MAILING ADDRESS: PROFESSIONAL BUILDING SYSTEMS,INC. U a Z 72 EAST MARKET STREET N PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, MIDDLEBURG,PA 17842 C SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES O WITH REFERENCE TO 'IN-FIELD', 'ON-SITE' OR'BY BUILDER'ARE PERTAINING TO PLANT#1 ADDRESS 72 EAST MARKET STREET THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. MIDDLEBURG.PA 17842 of THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE MA MANUFACTURERS NO.: MC221. 1 o ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE EXPIRATION DATE MAY 1, 2001 i= MASSACHUSETTS CODES THIRD PARTY INSPECTION AGENCY: PFS CORPORATION 1993 BOCA BASIC MECHANICAL CODE W/AMMENDMENTSof _ 1999 NATIONAL ELECTRICAL CODE W/MASS AMMENDMENTS - MA STATE BUILDING CODE M EDITION MA THIRD PARTY NO.: TPIA-02 N MA FUEL/GAS/PLUMBINC CODE EXPIRATION DATE MAY 1, 2001 X DRAWING INDEX (28 TOTAL PAGES) MODEL- CAPE - O � ma PAGE DESCRIPTION DRAWN REVISION LOCATION: HYANNIS, BARNSTABLE COUNTY e X 1 COVER SHEET 10-17-00 N/A I-m 2.1 FRONT ELEVATION 10-17-00 N/A USE GROUP: R4 3 �o 2.2 REAR ELEVATION 10-17-00 N/A CONSTRUCTION CLASSIFICATION: 5-B vi 2.3 SIDE ELEVATIONS 10-17-00 N/A PER STORY): 1294 SQ.FT.(1ST FLOOR) AND 845 S0.FT.(2ND FLOOR) Y FLOOR AREA 3 1st STORY FLOOR PLAN 10-17-00 N/A ( C 3.2 2nd STORY FLOOR PLAN 10-17-00 N/A VOLUME OF ENCLOSED SPACE: 25520 CU. FT. 4 CROSS SECTIONS 2-25-00 N/A *NO CONSTRUCTION CONTROLS REQUIRED IN VOLUME EXCEEDS 35.000 R.A. OR P.E. APPROVAL STAMP N 5.1 RAFTER DETAIL 10-17-00 N/A CU. FT. (MEETS EXCEPTION FOR ONE AND TWO FAMILY DWELLINGS). w 5.2 RAFTER DETAIL 10-17-00 N/A p `/q M 5.3 RAFTER DETAIL � 10-17-00 N/A STORIES ABOVE FOUNDATION: 2 APPROVAL V~��Ivt������I 5.4 RAFTER DETAIL 10-17-00 N/A BUILDING HEIGHT ABOVE FOUNDATION: 19'-7- FAO pRY B1 T PORTION 6 CONNECTION DETAILS 2-14-00 N/A 20 7 CONNECTION DETAILS 2-25-00 N/A DESIGN OCCUPANCY LOAD PER FLOOR: 1294/200= 6 OCCUPANTS (1ST FLOOR), 845/200 = 4 OCCUPANTS(2ND FLOOR) ! z ? S CONNECTION DETAILS 2-25-00 N/A O0 ui R T FIRE ALARM SYSTEM: PHOTO ELECTRIC SMOKE DETECTORS)1 PER 1200 SO.FT. 9 1st STORY ELECTRICAL 10-17-00 N/A ( ) w w JUNCTION BOXES INSTALLED IN PLANT, FINAL OF9.1 2nd STORY ELECTRICAL 10-17-00 N/A DETECTORS UNDER JURISDICTION OF.LOCAL FIRECATION MARSHALL OKE TT[l4Ett9�/��tsi0'� -3 10 TYP. ELECTRICAL 2-7-00 N/A FIRE SUPRESSION SYSTEM: N/A �� �j� aF A ��sv IL m V) •11 ELECTRICAL LOAD CALCULATIONS 10-17-00 N/A KUR T v 12 FOUNDATON LAYOUT 10-17-00 N/A O1HER NA 13 TYP. FOUNDATION DETAILS 1-19-00, N/A REQUIRED DESIGN A. t a m 14 PLUMBING SCHEMATIC-DWV LAYOUT 10-17-00 N/A DESIGN LIVE LOADS: WALLS 21 P.S.F. 25 P.S.F. v STEN€3 H 14.1 PLUMBING SCHEMATIC-WATER SUPPLY LAYOUT 10-17-00 N/A ROOFS 40 P.S.F. 40 P.S.F. I i 15.1 TYP. PLUMBING DETAILS 2-2-00 N/A FIRST FLOOR(KITCHEN, LIVING RM,ETC,) 40 P.S.F. 40 P.S.F. V 15.2 TYP. PLUMBING DETAILS 2-2-00 N/A SECOND FLOOR (BEDROOMS,ETC.) 30 P.S.F 30 P.S.F 16 INSULATION SCHEDULES 2-28-00 N/A CORRIDORS NOT OFFERED NOT OFFERED STAIRS: 100 P.S.F. 100 P.S.F. 17 MASCHECK 10-17-00 N/A BALCONIES 60 P.S.F 60 P.S.F �i� �i�Ii���� t1 18 WINDOW SCHEDULES 1-24-00 N/A ��/�;�li IIIILIy„r49, W 19 HIGH WIND PACKAGE 1-24-00 N/A FLOOR JOISTS- 200 OPEN JOIST 2000®16' O.C. cr CENTER BEAM: 4-2z10 SPF 12 TH PARTY APP- i MASSACHUSETTS a � O SPECIAL USE PROVISIONS, BUILDING SETBACKS AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY z CONDITIONS, LIMITATIONS. OF THE LOCAL CONTRACTOR. I-- MASSACHUSETTS 5'-0'MINIMUM SETBACK FOR ZERO HOUR WALL L`_ r.•e:sr. Plans certified to cor. 6y 1W0 UNITS MAY BE JOINED TO FORM DUPLEXES. THE COMMON WALL OF A t C A rr-1 E .1. ) DUPLEX WILL BE OF ONE OR TWO HOUR U.L RATED CONSTRUCTION WITH all 2-pli-ab's co,4a5 and regulatio m Et, AN S.T.C.RATING GREATER THAN OR EQUAL TO 45. ` M ® HEATING SYSTEMS: rt PREFABRICATED FIREPLACES 1�� �5 .� - w E L g AND FLUES,U.L LISTED AND MASSACHUSETTS APPROVED,INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS(OPTIONAL). FURNACES OR HEAT PUMPS TO 1 �» BE INSTALLED ON-SITE ACCORDING TO MASSSACHUSETTS,AND/OR LOCAL CODES T%8 o Ap" PRO "AL 0 VENTING SYSTEMS RANGE HOOD AND BATH FAN TO BE EXHAUSTED TO EXTERIOR. SigneturE 4. EXTERIOR ENVELOPE THERMAL-PERFORMACE: SEE ATTACHED MAScheek aorc°aI mited toFacro v Rito. pl.r+,t•" O N 1061 $. wCL a ®® ®® -rI r, r In O t Z Z 0 —I m D ("7 C D r ®a o N ;D)D m nn 3 =_ 11111111111111 D < 1> G D D do m < N\ N rl r•- m ITT K Oy ❑ N Z J PAGEe DATE) DRAWN BY: STATUS: 2840-CAPE BUILDER CUSTOMER 9/27/00 JRB PRELIM CRAFTSBURY COMPANY VAGAS ID/5/00 JRB REV. 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PRELIM cttr COUNTY STATE 10/12/2000 PSS FINALS HYANNIS BARNSTABLE MA ' 3 2 10-17-00 LM APPROVAL PROFESSIONAL 72 EAST MARKET STREET y1ND SPEED VIND LOAD SNOW LOAD 11/13/00 JRB REV FINAL P.O. BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B g PHONE, (570) 837-1424 ORDER No. SERIAL NO. PILE NO. - SYSTEMS,INC. FAX- (570) 837-6133 1061 P1061 -.3 f oS l k •,.ti rjt::) � A N 6- STATE APPROVAL STAMP - 1. RIDGE VENT 19.2• ` 2 20 YR. SELF-SEALING FIBERGLASS CLASS C SHINGLE ` OR BETTER. 15B ROOF UNOERLAYMENT AND 7/16•RATED O.S.B.ROOF SHEATHINC OR BETTER r2 % 1 19.2 SEE PACE 5 FOR 3, PRE-MANUFACTURED WOOD TRUSS(RAFTER ROOF OPTIONAL) x` I` TRUSS/RAFTER DETAILS 4• R-30 FIBERGLASS INSULATION W/VAPOR BARRIER (R-38 OPTIONAL) STRAP NOR TO EACH RAFTER -- z p 5. 1'AIR SPACE PROVIDED BY BAFFLES AT EVERY 4 TRUSS SPACE ALL TRUSS MODELS 1 ~ 19.2 1`� `. � U S. ICE SHEILD ` -_ W zx ` 2 W O -- - x6 SPF@2'J 7. 2x6 SUB FASCIA i `t - 7 ai S. ALUMINUM FASCIA A 2x4 SPF a J I I 19.2 i .o o Q I f 9. VINYL VENTED SOFFIT 2 U xn 10. 3'COMPRESSION STRIP 3 - zi _ 3 _ 11. DOUBLE 2x3/2x4 TOP PLATE STUD GRADE 19.2 I I - a F'- c - (DOUBLE 2:4 FIRST STORY OF 1W0 STORY MODELS) 1`,' `% JOISIT H Rfi0'D WHEN --�. ^? 4 5 2x3 6 t` 1MAR AGE;WALL IS U 12 DOUBLE 2x4/2x6 TOP PLATE STUD GRADE , I 2xT'Q SPF#2;16'OC I I 7 n a o 13. SINGLE 2x3/2x4 BOTTOM PLATE 11 2x1Q3PFJ12 (SINGLE 20 FIRST STORY OF TWO STORY MODELS) - % f SEE CAlCS es %, a FOR OPEN SPA 11 9 14. SINGLE 2x4/2x6 BOTTOM PLATE 15 BEAM SIZE - m 0 a 21 - -o a 15. 1/2'GYPSUM SHEATHING - Tr 16. R-13 FIBERGLASS INSULATION W/VAPOR BARRIER i 6 ` R-19 FIBERGLASS INSULATION W/VAPOR BARRIER W/2.6 WALL y 19.3 17. 2:3 2x4 SPF STUD GRADE 016'124 3 •f 8'-T MI - 15--t0,J4AXIMU 8'-T MINIMUM - 15'-10"MAXIMUM ¢� (2x4 SPF STUD GRADE®16-/24 FIRST STORY OF TWO STORY MODELS) - C1 - `7'- 2 4 18. 2x4/2x6 SPF STUD D GRADE 16'/24' f ` ' x10 OPEN JOI ST 2000 I6'5C 31 TOP OF SILL PLATE m - �W 19. OPTIONAL EXTERIOR WALL SHEATHING 8'A(IN. i I c 20. 7/16'OSB SHEATHING(PLYWOOD SHEATHING OPTIONAL) 1 1 m I I I 5 I � � 21. AIR INFILTRATION BARRIER I i I I m (STANDARD FOR N.Y.AND R.I.ONLY) - 1 1 � 1 � m RA OR P.E. APPROVAL STAMP y 22. SINGLE LAYER 19/32'OSS SHEATHING I 1 (23/32'OSS OR PLYWOOD SHEATHING OPTIONAL) 23. R-19 RIGID INSULATION ATTACHED TO PERIMETER , 1 , 1 ApPROVAL LIMITED TOp 24. 2x2 LEDGER STRIP STANDARD(JOIST HANGER OR LAMINATED - (,�.,-Top i�/ pO`�f3UILT PORTION LUMBER LEDGER REQUIRED FOR N.Y.) _ �A`•' - !f 2 25. DBL 2x8/2x10/12 SPF/2 OR BETTER PERIMETER BANDS 200� .. v W 2 26. CAULK IN-FIELD --- 41 ``,�18@ G. m V) 27. 2.8 SPFB2 24 WD/200 SPF12 26/28/32 WO `Ot� r��\I1 OF W ///0 . (FLOOR TRUSS OPTIONAL CAPE SECTION WITH FULL BASEMENT NOTES: ZN 28. R-19 INSUL ENTIRE FLOOR INSTALLED ON-SITE O� K��� Jx m R-24 MIN.W/ELECTRIC N.Y°S.EC.C.C.PART 5 - 1. ALL FINISH MATERIAL FOR RAFTER AREA. INCLUDING TRIM. WALL GYPSUM, - A, INSULATION,PLUMBING FITTINGS k FIXTURES.ETC., IS SUPPLIED AND INSTALLED BY 29. 1/2'DIA x 17•ANCHOR BOLTS WITH 15' BUILDER UNLESS OTHERWISE SPECIFIED. - e STENBE jZ3. e EMBEDMENT IN CMU AT 6'-0'O.C. = q 2 ALL SHEATHING USED IS AGENCY RATTED. - No. J A - 30. 3 1/2•MIN.DIA PIPE COLUMN ' 31. FIELD INSTALL SHEATHING STRIP �i 32 2x8 TREATED SILL PLATE 19 2 `• ct �V I'sl� �� i 33. 1 2'CONCRETE EXTERIOR PARGING COVER W/BITUMINOUS COATING 5 8*-7'MINIMUM - -10' MAXIMUM 8'-7'MINIMUM - 15-10'MAXIMUM THIRD PARTY APPROV STA f;,;II L I ISt� OPTIONAL SSEMENT WALL INSULATION WHERE PERMITTED. 4 = 19.2 z 34• FOUNDATION WALL BY BUILDER. PLANS ENGINEERED FOR 6' TO 10' THICKNESS ' m . I 31 TOP OF SILL PLATE � 35. 4 MIL POLYETHELENE VAPOR BARRIER 8' (YIN• Q " U 36. 4' GRAVEL BED s I � m 37. 4'PERFORATED DRAIN TILE 38. B4 BAR CONTINUOUS �• i:^ .4 > 39. FOOTING TO BE 6' MIN.INTO UNDISTURBED SOIL(TYPICAL) _ , 4 ^I �� .. b. 4•CONCRETE SLAB --- --- ® ATTIC VENTILATION 9 �. ; ,, IS' MIN DEPTH FOR CRAWL SPACE a, 30'x30'x12'CONCRETE FOOTING 24' MIN DEPTH FOR AREAS REQUIRING ACCESS LOWER 50% (� EAVES TO MECHANICAL EQUIPMENT FOR SERVICING. REO'D 2.38 SUPPLIED 2_97 UPPER 50� 3'-0" MIN ABOVE EAVESy Iy: 42 16'x16'x12'CMU 43, x6 SPF CEILING JOIST 16' 4'O.C. CAPE SECTION WITH CRAWL SPACE REVD LLS SUPPLIED 5.76 a -- I Cf-7 . � o J Jq 9- o C3 LJ s ri s rFP L- s G 2 4 fqF o z �� 12 �9� u rE, to �s lz 0 W W G K ydj 2 Wo J � � 2 C SEE FLR PLAN S• `/� 5 3/4' W 2.6 SPF* M2 CEILING JOISTS AT 16.O.C. 2x6 SPt• .2 CEILING JOISTS AT I6.O.C. �J+ C v N a mct.) J` H ^ice rno 5-10 1/4' ems- ��� (Y Y dmn e� I �I' m <w <o�W" APPROVAL LIMITED TO �L- W000x FACTORYBUILT.PORTiON ���a< N cu NOV 2 8 2000 0 z is fqA 9- X\ tu g `�IIIIIBIIB(lggggggg / OFMA KURT A. v - 2 STENS 7'-7 1/2' 7'-7 1/2' z Q O� P a �2x10 SPF k2 CEILING JOISTS 2x10 SPF #2 CEILING JOISTS 240 SPF M2 CEILING JOISTS 4-2x10 SPF q2 CEILING GIRDERS 2x10 SPF u2 CEILING JOISTS m 13'-9' 13'-9' I I z ll._1 3 c N � c Q m T pr t+, NOTES: 1. 5. 9. 2. 6. 10. ;F 3. 7. 11. < - 4. S. 12. cL - . 9 7/16' 9 - mN - iv 3• n; a' S>> > Nr rl 6 3� GUSSET DETAIL SERS 2-2x8 S F M2 �,. S` 9' 'P F Rp4 RIDGE OE n d2 r zo Zyb SPF s9. sue- �� q v II u 1 12 In /- 4.49 HERSZD p 12 N Y�- I ZX6 5 = PJ t2 9,n w T A d � N = J 2 - SEE FLR FLAN e 5 3/4' .3' S. F 2x9 SPF 42 CEILING JOISTS 2x6 SPF .2 CEILING JOISTS AT 16' O.C. z <N mvn 10' S'-10 1/4' V. L.Lj W le IL W 8. LL- N j llf o W m JW v � a �V. 511. cQ Iu4Ax¢ � i/ Z �Ld raEa� cv= o z APPROVAL LIMITED TO ~CO E3UILTPORTION 10' OVHG FACTORY +6 in t, vi BLOCKS m GAF X cu w = as u- g 1p9�1 N a m U) NOV 2 8 2000 Ln �`Z�OF MAC KIJRT y� . H TE _ - - ,13 i OPEN JOIST 2X10 SPFa2 w 4-240 SPF k2 CEILING GIRDERS 13'-9' / \\ Z fReit c.ri EY11111� Of . a - o Q •-- - c to NOTES: 1. 5. 9. , 2. 3. 7. t i. ... 4. 8. 12. °' -_ ti o, , o - = J � W 2ru cy CD 1/2• LJ Q 2x6 SPF#3 zo a _ 8•-5 1/4• ` a- J N Q' 3 / 2x4 SPF#1/2 OVHG BLOCK p O \.y Y ce v N - f mvn Y a m n LLJ Lzj e m - 1 _ - °o=x 3 NtL-=Q 6 3/8• y a o d APPROV:QL UMITED TO cv MOTOR _ Y BUILT� LT PORTION a o - 9 m c cu z 2 \~ CLI CtJ O c 11 � �110 H 11 7/8• .--� C n a GUSSET PLATES d m °1.0%j 1111 NI P//0oo0 12•-6• d m - O°° �Sli OF.Agg ,���i 6CURT gcyGsP�� A. 2%10 SYP#2 2X10 SYP#2 � H � v U STE -T N 131 - kn 1•-0' 10'-3• t3•-s• 10. vl '� 'o� HA �SS�ON � Z 3 � a ' tY c W o cu NOTES; 1.ALL MATERIALS ARE SPF#2 OR BETTER UNLESS ❑THERWISE NOTED 5. 9• -'' 2. 6• 10. 3, 7. 11. `z y .., 4. 8. 12, a In _ v J Z J � H � n < pp cu m Ld • `31`6 Z'2 L� Q m P QOQ z Q � � G ^ Z J Q u O V c) a•-t lf2 « z o p G W 0 3,6• J Y ~ r mvm :::1 en W Q eo e 5 x �mn rn 2:Pe, 2 � L Li yxm"n - Q w-,z In LL~ N��S¢ 3 Q 3 na�a� APPROVAL LIMITED TO "31a 2x4 N R, cy— o FACTORY BUILT PORTION Z c\U wo J i. W to 2 x 6 1 �®I ea m \``oar f�a�SK OF, KUF?T . A. U STENO' 4 431 2x6I IL P� l U NIM�I 4 '�1 z Q• A _ O W o Q o i NOTES: 1.ALL MATERIALS ARE SPFk2 OR BETTER UNLESS ❑THERWISE NOTED 5. 9. 2. 6. 10. lz ; a 4. 8. 12. d u 1 _ _ - - STATE APPROVAL STAMP 4-1/2•xl 1/2' 16 CA _J STAPLES EACH STRAP Q - 26 CA 1 1/2'x27' 1 1/2'x12'x26 CA LI.J STEEL STRAP CALV.STEEL STRAP O 48' O.C. - Z c 4-1/2•xl 1/2'16 CA - Z S - STAPLES EACH STRAP - 0 .. 4-1/2-0 1/2'16 CA STAPLE - () W ' LJ..I Q Z TRUSS TO WALL ANCHORAGE OPTIONAL RAFTER TO WALL ANCHORAGE Z - O o • U � N z 3 O' K K O O . m N �p 4-1/2'x1 1/2.16 GA X .. . STAPLES EACH STRAP m fc O� d 4-1 2'xt 1 16 CA w W 1 1/2'xt2•x26 CA STAPLES EACH STRAP CALK STEEL STRAP ¢G AT 48'Q.C. c F f , 1/2'xl2'x26 CA - - 4-1/2-xl 1/2. 16 CA - x CALV.STEEL STRAP - STAPLES EACH STRAP AT 48' 0. . - R.A.OR P.E.APPROVAL STAMP 02 4--1/2.1 1/2'16 CA - STAPLES EACH STRAP CLC.PERIMETER BEAM A C CENTER BEAM TWO STORY — FIRST FLOOR CELING TO.BEARING WALL ANCHORAG APPROVAL LIMITED TO FACTORY BUILT PORTION ROOF ANCHORAGE TO MATING WALL as y z uf LL a m cn' N®V 2 2000 . Q W `�wunuerreeree _. x-`� Zk1 OF q: KURTA. 9cyG STENS STAPLES EACH STCA RAP H - 0 1 - 4-1/2•xt 1/2' 16 CA _ W - = STAPLES EACH STRAP - i -� V 1 , x12'x26 CA ` t 1/2•x1Y:26 CA CA �STEEL STR THIRD PARTY APPROVAL STAMP ._ �i� �(c ^N\ CALK STEEL STRAP AT 48.O.C.. _ /,(�y//g-6` 4 • 1 � f"Pilot,1\ 4-1/2'x, ,/2 6 GA c� _ 4-1/2'x1 1/2'16 CA STAPLES EACH STRAP . STAPLES EACH SIR OPTIONAL TRUSS TO WALL ANCHORAGE FLOOR PERIMETER BEAM us BEARING WALL TO FLOOR ANCORAGE m W s c ..i 'v Ez0 cl d - STATE APPROVAL STAMP 16d NAIL 12 O.0(ON SITS - Z STRAP BEAM TO WALL STUDS O_ 16d NAIL 12-D.C. (ON SITE) 6 RIDGE CONNECTION 19.2 SCALE: 3/4•.1'-0- U W o (N s J c • 2 d NAIL INTO EACH RAFTER(ON SITE) Q U_ 0 /•� W 1 COLUMN CONNECTION 19.2 SCALE: 3/4'-1'-0' -16d NAIL EACH RAFTER(ON SITE) ~ h N ' H N 2 RAFTER CONNECTION m o 19.2 SCALE: 3/4'.I'-0' o 16d NAIL INTO EACH RAFTER (ON SITE) 0 N N� ' 4'-0'DECKING SITE INSTALLED _ W/8d NAILS 4'O.C. Cl A: 3/8'x 6'LAC SCREW 4'D.C. (ON-SITE) W J RHOI,\ I, QCQ 2-16d NAIL EACH TRUSS(ON SITE) _ R.A. OR P.E. APPROVAL STAMP N 2-16d NAIL EACH STUD(ON SITE) _ N = A 3 FOLDING OVERHANG 4 KNEE WALL CONNECTION MARRIAGE WALL CONNECTION z 19.2 SCALE: 3/4'-1*-0' 19.2 SCALE 3/4'-1'-0' 19.2 SCALE: 3/4'-1'-0' O W F 16d NAIL 12'0.11 (ON SITE) 3/8'x 12' THREADED ROD 4'O.C. (ON SITE) 0 m . 3'O.C.ABOVE 25 PSF WAND LOAD OR 3/8'x 6'LAC SCREW EVERY JOIST . ALTERNATING SIDES(ON SITS APPROVAL LIMITED �Ip� �(' '[' /^+-• p�/ b_FIVI� 1/���'�`F)��p UILT BI t6d NAIL 12' D.C.(ON SITE) �OV 2 82000 / 1. SEE PAGES 21 THROUGH 29 OF SET-UP MANUAL FOR 2 MODULE - ' SET-UP INSTRUCTIONS. ''a - / 2 SEE PAGES 36 THROUGH 40 OF SET-UP MANUAL FOR CAPE ROOF = \ y` `�`�!P SET-UP INSTUCTIONS. - \`\\\+;���� OF M s�t�l����� / I SEE PAGE 41 OF SET-UP MANUAL FOR HINGE EAVE OVERHANG SET-UP INSTRUCTIONS '}+'p•y� THIRD PARTY APPROVAL STAMP KL1'\4 . - � � ` C+. OpT A1���ppC 00 o0°°°O� 00O°000 7 0°0°oOO. �. ARIE / o°0 u 0 o000o a F,°. W / / ii°ift:aa:asestittt� ' � 9 / m CRAWL SPACE FOUNDATION WALL 8 CRAWL SPACE FOUNDATION PIER 19.2 SCALE. 3/4'-1'-0' SCALE 3/4'=1'-0" Yy 19.2 '' TO pop T UI A W N - - UI UI UUIo G D D D D NI-LfNNIU ru 000000 000000 rrrrrr - 1 1 1 1 1 I N N N N N N ' UI UI UI UI UI UI - D D D D a D - 000000 OOPOOP qp V 1{ 1 1 1 1 1 1 N N r",N N N WNA IUN ana as 7 r- 1 9 A N A N N 1 0 0 0 0 0 1 F------, <<< << 1 I 0PP Pro I 1 v -�-1 ti -1-i = -1 r------------ oNm NN I I I WNW N N � 1 O I I • • � I I 1 3, r I 1 I IU N ru 1U IV N.. j. I IL p NNm`•NN - o0 000 I I • F i i •e_i - Ey, J T Q„ N 64. z 000c 00 P 7 I Ag? I t 03 0 1 1 NN-rUKUMN IU IU It IU ru N L-------J - 1 m m LNiI 1 I I N'.-'.'N 1 c a a "E--- y p l Noru oo 1 I I r y I rs «<o< rF r -+ L---------------, I I E F y - ` 111 III • Ip 1 1 j -- -- 1 • III iii SS IB 1 L. III Y LL_u , ID Y O'1 �• ID III III r _ -Q It 1 III I ISL1 __ F S 1 I� N III I Y I Y - � 41 1 F---T�---T <=<m rr..' 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PRELIM CITY COUNTY STATE 10/12/2000 PSS FINALS HYANNIS BARNSTABLE MA 1 10-17-00 LM APPROVAL PROFESSIONAL 72 EAST MARKET STREET 11/13/00 JRB REV FINAL - P.D. BOX 219 WIND SPEED WIND LOAD SNOV LOAD - 1+ BUILDING MIDDLEBURG. PA. 17842 90 24 40 e b PHONE- (570) 837-1424 ORDER NO. SERIAL Nn rILE - t.. . SYSTEMS,INC. FAX- (570) 637-6133 1061 P1061 J.) a REDuenoN SYSTEM WP STATE APPROVAL STAMP CT 200 AMP SERVICE PANEL CIRCUIT BREAKER BREAKER TH #1 IDENIIF. DESCRIPTION ArMF 2V0.T gh SIZE AMP VOLT DESCRIPTION IDENTKT I DINING G A-1 SMALL APPLIANCE 20A "a 12-2 12-2 20A 110 SMALL APPLIANCE 8-2 BEDROOM #2 I C-3 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING D-4 H KITCHN E-S GENERAL LIGHTING 15A 110 14-2 14-2 15A Ila GENERAL LIGHTING F-G ppANCE MAY REPLACE ELECTRIC RANGY/ GT L I 1 UPLEX RECEPTILE FOR RANGE WILL BE Gal GENERµ UGHTING 15A Ila 14-2 14-2 1SA 110 GENERAL LIGHTING H=8 PLA CE ON A SNAIL APPUCANCE DICING !e9 GENERAL LIGHTING 15A 110 14-2 14-2 1SA 110 GENERAL UCH71NG Jh10 J ` SECT.PANEL PACE MOCRA A C 5 \ n i ME BUTTON K-tl GENERAL IGH LIGHTING 1SA 110 14-2 12-2 20A 110 WASHER L-12 ELSL INO RR SO ———— Y.13 ® 2 \ ^ ^ TO CEILING LICIT IS DRYER JOSS 220 10-3 8-3 0-7 220 RANFE/WALL OVEN N 14 .J O } BSMT ffl OWER W/D AREA FOR 16 Q S ELECT. AMP FF��+11 CRAWL SPACE OPTION 0�17 DISHWASHER 15A 110 14-2 P=1B CROP L 3 ^ l r 1;r 0-19 OPT.GARBAGE DISPOSAL 30A 110 12-2 10-I 5- 220 WATER HEATER 30 U �p 5-21 R-22 cs. 4 II C ELECTRIC HEAT 20A 220 12-2 it-3 IOA 220 ELECTRIC HEAT .tea LL- - 23 24 U W Z Ulu ELECTRIC HEAT 20A 220 12-2 12-2 20A 220 ELECTRIC HEAT T2A6 J N V-29 BEDROOM #1 I LIVING ROOM LLJ( ELECTRIC NEAT 20A 220 12-2 12-2 20A 220 ELECTRIC HEAT X-30 O 32 \ o ' W-33 SPARE SPARE Y-34 N 6 ' 'r r-'— 1` 35 RADON RFLUCTION$TSTE 210 20A 12-2 12-2 2CA 110 BATH On 2.36 C O I \ 37 12-2 20A 110 BATH CFI 38 3 3� 1/2 SW - 39 COOCTOP 0-2 220 8-3 4-2/12-2 15A 110 TU8 On } ca m p On FIRST FLOOR ACTION Box IN 4E BUTT BINAEMENT.FOR DOOR WATER HEATER MAY BE OMMITED BY BUILDER WHEN ALTERNATIVE SOURCE OF ¢ It • CHIME TRANSFORMER HEAT FOR WATER SUPPLY K PROVIDED 8T BUILDER O p N07E: ADDITIONAL CIRCUITS MAY BE ADDED OR OELETED AS FLOOR FLAN OR SALES Ma I O CONTRACT DICTATE N x� BATH p o 0 DUPLEX RECEPTACLE ® EXTERIOR LIGHT a j 1/2 SWO SWITCHED RECEPTACLE © CEILING LIGHT LU LU m 220.V RECEPTACLE 0 GARBAGE DISPOSAL Lu-1 SINGLE POLE SWITCH MALE/FEMALE CONNECTOR ice. BEDROOM 13 $3 THREE WAY SWITCH D TV JACK 5 BEDROOM #4 A C L 0 SOFFIT LIGHT a PHONE JACK 7 ® FAN LIGHT VENTED TO EXTERIOR ® DOOR CHIMES TO 1ST SO ® R.A. OR P.E. APPROVAL STAMP 1 y AC/DC AC/DC SMO<DETECTOR WP WEATHER PROOF a 61 GROUND FAULT CIRCUIT INTERUIPTER APPROVAL LIMITED TO MI i o SAFETY DISCONNECT FACTORY BUILT PORTION I SEE NECCLO SECTION 410-e NOV 2 8 200 � FOR 0.05ET LIGHT - E1F[TRICAl NOTES: u 0 CLEARANCES 1. ALL WNING TO COMPLY WITH LATEST NEC AS ADOPTED(COPPER). ZO Z L RECEPTACLES WALL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL THE US h DISTANCE TO A RECEPTACLE 8E MORE THAN 8'-LY, e1t1411�lf0/ Lu C - 1 ANY�ALL 7 IN LENGTH OR GREATER WI.L HAVE A RECEPTACLE(HABITABLE SPADE OFONL 4, WALL SWITCHES TO BE 51'h RECEPTACLES TO BE 14'TO BOTTOM OF 80%FROM .1 ��RT `j Q FINISHED FLOOR(BOX HEIGHTS ARE APPROXIMATES). w Q� e+ ENTRAN(COCE SERVICE HEAD ACDNDUIT 5. ALL COUNTERTOP RECEPTACLES A FINISHED FLOOR MOXOX M04TS ARE APPROE�OBE 48'70 BOTTOM OF BOX FROM = � A. STENB FWD �TO PATCH PANG LOAD) OPTIONAL SECOND FLOOR L SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LXRITWO CIRCUIT NTH NO = BY BUILDER SECOND FLOOR MUST COMPLY WITH APPLICABLE INTERVENING WALL SWITCH.SMOKE DETECTOR INTERCONNECTED FOR SIGNAL PURPOSES = N CODES IF FINSHED BY BUILDER 7. SMOKE DETECTORS MOUNTED ON CEILING,WALL MOUNT 15 OPTIONAL �� Q _ A. AL RECEPTACLES TO BE GROUNDED TYPE s H,q NAG ��•��� \ METER MID BASE BY BUILDER L STEEL PROTECTORS USED At INTERIOR PARTITIONS,AND EX7ERIOR PARTITIONS AS ,`,��� . AIEIEJHF 4 TARE FROM MAIN PANEL .. 10. NONMETALUC-SHEATHED CABLE SHALL BE TYPE NM-L FU/jlI R T I I E.Ri[V.V,V`` W TO SUB PARED - 11. CONDUCTORS AND ELECTRICAL EOUIPMENt SHALL BE LABELED OR LISTED BY A _ NATIONALLY RECOGOZED TESTING LABORATORY. THE EQUIPMENT SHALL BE EATABLE FOR LOCATION AND USE LM COMPLIANCE WITH ITS LABEL AND USTI G. I INSULATED STAPLE INSULATED STAPES THIRD PARTY APPROVAL STAMP AT AST ONE - li LEAP RECEPTACLE WITHIN B'Of BOX WI7MIN 8'OF BOX A4E SHALL INSTALLED IN HALLWAYS OF f0' 0'OR �I MORE IN LENGTH(4•FOR RL). W w_ GROUND 8Y BUTLER I ., ' SUB PANEL W/MAIN BREAKER 13 ADDITIONAL CIRCUITS FOR OPTIONAL MODULE WILL BE ADDED PER NEC AS NEEDED. i AND BRANCH CIRCUITS IF REQUIRED 14. CRCUITS-Ir."13/15-UX'18/20'INSTALLED IN PANEL BY THE MANUFACTURER WHEN Q I CRAWL OPTION IS USED. CIRCUITS ARE INSTALLCO BY BUILDER WITN FULL BASEMENT. V AIN PANEL I ^ 11 GAIN FARS VENTED TO EXTERIOR OO AMP PANEL W/MAIN BREAKER 0 BRANCH CIRCUITS BY MANUFACTURE I 1S. RANGE HOODS TO BE VENTED TO THE EXTERIOR TYPICAL SERVICE ENTRANCE UNLESS SELF VENTING/i'ILTERING IS USED(100 CM MIW). N / i CLAMP BY BUILDER 17, MA AND III-ONE SMOKE DETECTOR FOR EVERY 1200 SO.FT.OF FLOOR AREA FACE OF B AROUND / /q FACE OF AROUND / _ / ii GROUND ROD FACE OF BOX / FACE OF BOX IL ALL HOES THROUGH >PLATES IN WALL MUST BE FIRESTCPPEO: BY BUILDER // 4 /j� - // / 19. LOCATION OF CLECCAL PANEL IN CRAWL SPACES MODELS IS TO COMPLY WITH 0 / SHEATHING - / /// "—SHEATHING TRI SECTION 110-16 OF THE NATIONAL ELEC174CAL CODE. IF EXPOSED // F EXPOSED '+ tD 6E / 2O ALL ELECTRICAL DEVICES ARE AGENCY LISTED: O m �N YWALL 2.BOTTOM PUTS 2.BOTTOM PLATE RYWALL 21. FURNACE LOCATED IN BASEMENT MUST BE ENCLOSED WHEN SAFETY SWATCH > > IS LOCATED IN B m . _ ASfMENT STAIR AREA FOR CT,NH,MA AND RL ; ELECTRICAL BOX MOUNTED BETWEEN WOOD STRIPS ELECTRICAL BOX MOUNTED TO STUD BOXES IN FIRE SEPARATION ASSEMSUES SHALL NOT BE - • _ M:i O ,' _. -_I !._ IN THE SAME STUD CAVITY BETWEEN DWELLING UNITS. .. BOLES IN SEPARATIONS ARE LISTED FOR THAT USA .� �' f LOAD CALCULATION (TABLE 220-30 NEC) WATTS OR VOLT AMPS TOTAL AIR CONDITIONING (100%) 0 0.65 0 GENERAL ELCTRIC SPACE HEATING 0 0.65 0 LESS THAN FOUR SEPERATLY CONTROLED 0 0.65 0 ELECTRIC SPACE HEATERS FOUR OR MORE SEPERATLY CONTROLLED 0 0.65 0 ELECTRIC SPACE HEATERS * USE THE LARGE OF THE AIR CONDITIONING LOAD OR THE DIVERSEFIED DEMAND OF THE HEATING LOAD WATTS OR CIRCUIT WIRE OTHER LOADS: VOLT AMPS AMPACITY GAUGE WIDTH LENGTH GENERAL LIGHTING (LxWx3) 27.5 46 . 6 7590 20/15 12/14 SMALL APPLIANCES CIRCUITS 2 1500 3000 20 12 LAUNDRY 1500 20 12 FURNACE 3000 30 10 z DRYER 5000 30 10 WATER HEATER - 4500 25 10 RANGE 12000 40 8 x DISHWASHER 1200 15 14 GARBAGE DISPOSAL 0 15 14 BATH #1 1500 20 12 BATH#2 1500 20 12 BATH#3 1500 20 12 WHIRLPOOL 0 20 12 SUBTOTAL 40790 FIRST 10KW OF OTHER LOADS @ 100% 10000 REMAINDER MULTIPLIER REMAINDER OF OTHER LOADS @ 40% 30790 0.4 12316 TOTAL CALCULATED LOAD 22316 d - 1 TOTAL LOAD MULTIPLIER REQUIRED SERVICE SIZE 22316 240 93 AMPS `�tttaau a rt»ar,,, OF MASS INSTALLED PANEL SIZE uRT 200 AMPS A.K tiGs'�: o i r ST B RG =. ApP-RO AL LIMITED TO FACTORY BUILT PORTION HAJAN �a� NOV 2 8 2000 r�!!llldldJJJJ54���, - ` PADS: SUBMISSION; °R"IM"° ELECTRICAL LOAD CALC PROFESSIONAL 11 72 EAST MARKET STREET•P.O.SOX 218 BUILDING)P MIDDLEBURG.PA 17842 DRAWN BY: DATE: SCALE: REVISIONS: B S BUILDER: VARIES CLIENT. VARIES SYSTEMS,INC. -I5 CJ r JAf 11! y i17 N Q L7 Q C Q >is a W � W J y N N - u - Z ¢ ¢ F r O- N F Z aN C C3 Of ---------------------------------------------------------------------------------- f/1 1 F- S f----------.---------------------------------------------------------------- ------------ 1 < N W 1 i FOUNDATION VENT REQUIRED: 8.43 S7NR 1 i w Z 1 1 U Z o 0+ cu 1 1 a 1. 1 eo ►- W My l i l i N �Qw 1 1 '911� I 1 Z Y amcni p�y�//� p� 1 1 6'-0' S'-f1' S'-1P 5'-1l' 5'-5' I 1 Q a°` m APPROVAL LIMITED ED TO -----. --; . -0 1 0 •-----; i yX'"y FACTORY.BUILT PORTION •-- •--- •---- ---------- } -------- Rat C i C ; C i i 1 1 . ' , 1 LL1 CL W-QZ— - ------------------ 1 I U 0 n d s a NOV 2 2000 1 I , I 1 F007ER W/3 1/2. 1 I OIA. COLLUMN CO H o H 111U11Uly PORCH ,SLAB 1 i o (U 9 `x����� / OF a �tH Mq �c,,t�� KUR A. Rio 1 1131 S' MINIMUM CONCRETE WALLS --------------------------- --------------------------------------i 90, CHA�� L---------------------------- r..--------1 r--------------------------- - � Q W cr 6 O Z OC I 1 I 1 y i j L a //�`�/Ii�11n11►►11�,` BUMP-OUT a 1 L---------i 1 1 , L ----------- J. - W 16'-5' 7-2' 16'-5' 3 H o: A W o00o i q.P r v=ai FOUNDATION DRAWINGS ARE TO BE USED AS a a - - A GUIDE ONLY. PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY Q o=a LIABILITY OR RESPONSIBLITY FOR INCORRECT FOUNDATIONS.. x,iJ NOTES: 1. FOR ADDIT❑NAL INFORMATION SEE FOUNDATION TYPICAL PAGE #13 OF THIS SET 6. MAX. ANCHOR BOLT SPACING: 6'-0' O.C. 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 3' O.C. (4'-0' O.C. MAX. IN AREAS WHERE WIND VELOCITY IS 2 OR EXCEEDS 100 MPH) 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 7. WIND❑WS OR VENTS (INSTALLED BY BLDR) ARE REQ'D. TO PROVIDE 1/150 ❑F FLOOR AREA AS FREE VENTILATION 4. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. 5. M OR S TYPE MORTAR TO BE USED 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION - LENGTHOVERALL PER 1100DUAL i1DOR PLAN STATE APPROVAL STAMP OAnON HOTS 1. ALL LWS1RUCnw t YATflDAL BELOW THE BOTTOM K iNE POOR.IO515 6 TIRE ----------------------------------------------------- le yR%STaATE A OF rAE 110 LOCK GOOFS�DETA45ARE9.I AND GCESnYE OtSL OwE Ix ACCORDANCE I -------- Ir----------L1-- -.-------------------------� 2, PLASTIC PIPE SMALL NOT PENETRATE FIRE SEPARATION WALL&UNLESS PROPERLY PROTECTED I OR PILASTER DR EQUC.WHEN AL REpU1RED FLOOR PLANS ARE DESIGN MTN YATOYUM MALL MCIONESS OF 10' ) 1 A"WALL CONTINNtt MAINTAINED. I lD D 5'-0'N HEIGHT ExLfIDS BUILDER IS RESPw9&E m DETERMWE FOOTING AND ALL REOUREIFNtS. 1 5 t1•� - F TALL ESCCEDS f0'BASEMENT STAIRS MAY BE AETECIFD. I L---- 1 BASEMENT ENTRANCE.FOUNDATION w CRAWL SPACE WADS ELCAVATIw t BAODRL. I i iw LITU71w OF STAIRS Z PIASTER.ECT-MUST COMPLY W/HUD MPS 4900.1,601-t m 6N-le WITH LATEST 1 ) SEE AOCATIO F FLOOR PLAN - - REM9w5 STATE/LCOAL CODES.LAWS RULES t REWLATIw5 09LUDING FM AtAt - I ]-- AREA I O - EXHIBIT D MEAMAL m QUALIFY FOR FEDERAL FNAXCNr.A. NsuuT10N M ROO6 w w Fa,MDAnw MALLS,AS RIiOb m BE THE RE9'wSBIL1TT TEw-SITE BU I DER AND m BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES ACCESS TO CR�SPAS BOLDER :AC/0C-.-.AUDETECTORQIIN CDMPUAN=WM ALL STATE AND LOCK COOE9LIBASSET ET T BIS WINDOWS DR vENTS(INSTALLED BY BIRDER)ARE REQUIRED ro PRD.mE 1/tso Ir FLow gc I 1 1 IC AS FREE VENTILATION AND SHALL BE LOCATED AS CLOY CORNETS AS POSSIBLE I - Z z - (A UN.OF NATURAL UGNT EQUAL ro 2x O'THE BASEMENT AREA MUST BE PROVIDED FOR MASS.&R.L) I ) AE ORDER I to N s. F WINDOWS ARE INSTALLED IN LLMfR LEVEL OF RAISED RANCH UNTIL VENTS MAY NOT BE IFI G r---- _ W I 1 30+30'a 12'CONCRETE TODIWG` SPACING SCHEDULE I I O TIME v-L. rALL LOCAL OPENINGS BETS r vAIDEs T. RISE saLS Ir ALL DDGR oPNN6 BETWEEN THE GARAGE!DWELLING SMALL eE PARSED "o� I I. r--� r--� r-- r--� r i I 1 _ J Ln NOT U=THAN r ABOVE ME GARAGE FLOOR. =TM QL ALL FOUNDATIONS COST BE DESIGNED BY A LOCAL PL w R.A FAMILIAR MTN LOCAL I - _soXCOImTIws I ( J _J -J LJ L--J I U u"THIN F100R 1 - 9. CRAWL SPACE FOUNDATION REODRES A MIN.OF A te'+24'ACCESS OPEmr. AR01nwAL SUPPORT C LEAP S ) I N SYSTEM(SEE CROSS SECTION) ARE)UNC OR UNDER GEAR OF 6' I C MA vT:NmAnw 1/]6 I;ff FLOOR AREA PROVIDED BY GROSS VENTS 'd' 1 N CEILING ORDER IN E=IFS OF 6'-0' I MADE N9Si k ROOEIT PROOF WIM SOETR w IDUUERS MIN,CLEARANCE BETWEEN I f f6'a lel e'BLOCx PER 3 1/2'UK OA STANDARD STEEL WOOD MEMBERS AND NTERIw Onx1ND LEVEL E 11- I STANDARD FOR ALL YODELS PPE CGWN STANDARD FOR ILL I I INTM CRAWL SPACE MODELS MIN FULL BASEMENTS I Of 10. ARE SEPARATION WALLS IN WPLEES Olt TOMNUO SEES SMALL BE CONTINUOUS TOI I 1 BASEMENT FLOOR(w-SITE By BUILDER), - 11. PERIMETER RAIL ArTAOED TO SILL W/IEy NAILS 16'QL(Y D.C.ABOVE 25 MPH WIND LOADS) I RANCH, CAPE, TWO STORY 1 _ ANCHw BOLTS TO START 1'-D'FROM t of I _ 12. TIE MANUFACTU ER WILL NOT ASSUME ANY RE5PON91NIT IF COLUMN SPACING BY BUILDER/OWNER O I I - FOUNDATION AND CONTINUE O r-0'C E A CH NO ZD ExCEEDS YAX SPANS SHOWN ON BASEMENT COLUMIN SPACING TABLE. E I I BE PLACED SO AS NOT TO NtERFERE WIN FLOOR JOISTS 11 LOCA➢w Ir WASHER.DRYER WATER NEATER t FURNACE IN BASEMENT TO BE NSTALLED PER I Le CONTINUOUSAL SILL PLATE FASTENED O 1 FWNDAnw WALL MM 1/Z+tY ANCHOR 80.15 I STATE t LOCK CODES(OPNER/BUAOER RESPONHBWT7T I i WIM 15'DEEM N CW AT 6'-0'YAx ( I 14. ANww BOLTS SMALL BE PLACED SO AS m NOT INTERFERE MIN FLOOR AIS15 I I TYPEAL C-0'YAX 6'-11'MAX '-ar MAX O O 11 SIZES REFLECT TROD m WOOD DNEN9wS OF UNITS AILOMNC SHEATHING AND SONG TO ( L--------- -- ,DEPTA --------------- ------- N S - DVERNANG FOUNDATION. F 3/4-FOAM INSULATION IS USED.INCREASE THE FOJNDATION IN 1EXGM AND MDM BY 1 1/2'TO MAINTAIN PROPER OVERHANG. THS APPLES TO ALL MOOELS ----------------------------- -'N r'----') r------------ - m If oPTICNZ NUT WITH STORY OPTION g 1 L----J ; "IN 2 STORY IopnoN C�," NOT WITI 2 STORY NB a(L SEE INDIVIDUAL FLOW PLAN FOR ACTUAL DIMENSIONS ( I W W . ------------------------------------------------------ ------- - LU..N 1 -------------- 1 C- L f__-- l 1 - VARIES PER NOIVQUAL W- 1 1 1 1 FLOOR PLAN W . I 1 "+o waa II I I ------------------------------- .q�. W I 1 ---------- ------------- :. '-'� � - -------------------------- R.A. OA P.E APPROVAL STAMP � ------------------------1 i I I r--•t r--1 r--� r � r 1 I 1 � E TT N I 1 I L--__ e A APPROVAL.LIMITED } L--J L--J Ac � L--J 1 � O 2 1 r-___ E - M3 (7 y N�� 2 8 2000 � �r����� r 111 1 1 2 M3 Z Y I 1 1 1 I i i T'•T--T---'i- T U. 0 11 1 1 I I 1 L--J L--J L--J 1 1 a•.m�a 1 1 I '1 1 1 1 1 1 T I I 1 1 1 i t 1 1 E I I F d m 9ai��933,8�b9 L J 1 I —-F&-—f'T-ti-'_'T-—r•i-I'_J-_ 1 i i i i i i - EE��BB \��'` (`, �� d TWO STOR 1 1 L--J l__J L--J L--J L--J I I 1 1 1 1 "T" AND "L" RANCH/ I I _ �� (' \�1 "1 /9 1 I 1 i 1 1 r-1-i 1 i y�� (. �I I 3 BOX WIDE RANCH. CAPE, TWO STORY 1 i L--------------------------3•I '_ -� � T A• 1 I i 1 i i--------------L-------------J - __ -• C-__-1 r_________---1 a U _ _____________ 1 1 I 1 - 31 _______________ I I I 1 ~ CC 3 S - C 1 1 1 I a rr F l,aw oav � 1 I l___________________________________ J 1 van Y.:aly l____J I= e i9p ..- O � w 1 1 ,m r"i non n•af HA Xq : THIRD PARTY APPROVAL STAMP �� ®E'Ff E11TME).1T1vv` METAL WASHERS BASEMENT COLUMN SPACING 40 PSF SNOW LOAD ' . 10'-0" TO 13'-9' MODULES 2x10 SPF 2 GIRDER' C1 MIN. a-PCS SPF t 2 ROOF SYSTEM MAX CENTER TO CENTER 5/12 < 7 12 7-7' W W 9 12 7 - LP z HOOKED PLATE EYE & PIN MUD SILL 5 2 a O 7 12 6'-6, - tAl w � O vl 9 12 N/A 5 TYPES OF SILL ANCHORS: 12 12 N/A n m h, ^=, - NOTES:' •. F' J 4 - - 2 " 1.FOR ADDITIONAL DESIGN CRITERIA SEE CALCULATIONS MANUAL SECTION: FLOOR ORDERS. ¢ r� .. - .• III < ¢ o LJ J Z ¢ I oa Z v C3 � na 5 cl cl 2 m Z O • - n U% r V[NT < W d O fa 15 Is I ne t yr I ve h v cu APPROVAL LIMITED'TO -------------------------------- NDW-v FACTORY®�1. BUILT�� O_LLJ W -J 2- U n d z a I� NOV Z��O r 1 1/r r r TUN r 7 r Q Q N .=Q LD O Z -' C) Z 07 m to t� vi �,�lifllBlBldB/!!!0' r N LL 9 �!'� �\�� of I yr I yr I Irt XURT q v CL ., pp s TCN �^a LAV NIT - - LAY WASH - - SINK .. ��j /Ay%WC vc �� V 0' _ /C Y __—_ -_—_�_— 1 V2• r r r r. r Y - Q Lj d 2 C /9 11 ii1ttttt\ 7 2' r r r r - r r r Y - To MAIN SEVEN N d > IL W Q -, r OC DVV PLUMBING LAYOUT - Z m RI m = - 3Q >>S tn cu e G FOR ADDITIONAL INFORMATION SEE TYP. PLUMBING DETAILS PAGE #15.1 iL #15.2 OF THIS SET µ E NOTES L PIPING SUPPORT, DWV 4'-9' Or- VEIL / 3'-D' MC'HOR 2. NOTES ON THIS PAGE TAKE PRESIDENCE OVER NOTES ON PAGE IIMI L I52 TL L,; 3. ALL TRAP SIZES ARE 1 lt2' DIA. EXCEPT SHOVER, WASHER AND '• KITCHEN SINK VH1CH ARE 2' Dla i n .. r r- I 1 I S 1 1 � r---r-4 I � I rep .I i r------------------------I t I = I ----- a -- - O R N - 1 I 1 o_e rel yh b I� I o r--�-4 < a[ D 1 • pA eel � •1_ m Iq I 1 . I R rl PAGE, DATE, DRAWN BYI STATUS, 2840—CAPE BUILDER CUSTOMER 9/27/00 JRB PRELIM CRAFTSBURY COMPANY VAGAS 10/5/00 JRB REV. PRELIM CITY COUNTY STATE P.O. BOX 219 1 10/12/2000 PSS FINALS HYANNIS BARNSTABLE MA 10-17-00 LM APPROVAL PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNDV LOAD INBUILDING MIDDLEBURG, PA. 17842 90 24 40 PHONES (570) 837-1424 ORDER Na SERIAL NO. PILE NO. .SYSTEMS,INC. FAX, (570) 837-6133 1061 P1061 - o`e611 s1161I(d6f�fp ow In s C) 1I A -n = t; ea IT'1 � 1 -1 - �. s WATe'R SUPPLY uniec. .. ' _ • ,. . ;..STATE APPROVAL STAMP r I- ALL WATER.AND DRAIN LINES ARE STUBBED THRU FLOOR ONLY,`FOR FIELD COMPLETION.' 2 ALL'POTASLE WATER LINES ARE TYPE"L" COPPER, CPVC PLASTIC IS OPTIONAL. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS.. 4. ALL VALVES ARE GATE OR ANGLE TYPE Q CONNECTION TO 1/2 1/2" S. ALL HOSE SIBBS ARE 3/4'NON-FREEZE TYPE OR DRAIN VALVE ~ CONNECTION T Lli • SHOWER HEAD SHOWER HEAD C 3/4'AIR +'6. WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER IN FULL BASEMENT.INSTALLED CHAMBER CONNECTIONS TO " BY FACTORY FOR CRAWL OPTION OR BUILDER MAY CHOOSE TO INSTALL ON SITE PLUMBING ACCESS ANTI-SCALD VALVE - ANTI-SCALE VALVE VANITY FIXTURE." - }„•, CA ALL SHOWERS J c PANEL _ ALL SHOWERS 7• NO PLUMBING IS DONE M FACTORY BELOW 1ST FLOOR.CONNECTIONS BELOW FIRST FLOOR 3/4'■15 INCH BY BUILDER. \ AIR CHAMBER I'\ PLUMBING ACCESS - • - - • Q- S - ( \ ( \ PANEL 1/2' 3/4"AIR S. FIELD PLUMBING TO BE APPROVED LOCALLY&FIELD TESTED PER CODE BEFORE CONSEAUNG. CHAMBER 1/Y 9. PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING WHEN REQUIRE CONNECT TO SHUTOFF ( 1 - `NOTCHING AND DRILLING OF STUDS MUST CONFORM TO APPLICABLE CODES. - V) CA TUB FIXTURE VALVE 1/2' 1 2 /' 3/4" 10.'EQUIVALENT FIXTURES&MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY, - - p1 i FLOOR I 1/2" HOT ( HOT SHUT--OFF - FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. W caJi - N SHUTOFF HOT HOT \ FINISHED \\ ( VALVE VANE COLD 11-ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0'O.C.BY STRAPPING OR EQUAL f•- p - - SHUTO FINISHED FLOOR FLOOR Q FINISHED 3/4' 12 COPPER DISTRIBUTION SUPPORTS: AT THE BASE&AT EACH FLOOR NOT EXCEEDING 10'-0' w - - Va-� COLD COLD FLOOR ON CENTER (VERTICAL). MAXIMUM EVERY 6'-0"(HORIZONTAL) - :. C p " 13.WHERE CODE PERMIT$, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. • 14.3/4-MINIMUM HOT&COLD MAIN SUPPLY LINE TO BE USED(i'FOR 20 DFU'S AND OVER) - z WITH 1/2"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. m p 15.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE RRESTOPPED AND BLOCKED IN FIELD - TUB/SHOWER SHOWER HOT TUB/WHIRLPOOL/GARDEN TUB WIN MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL s m 16.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SMALL INSTALLED IN THE WATER - a SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. 17.HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. - a - 18.SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WAILS&CRAWL SPACES)SHALL BE - CONNECTIONS TO INSULATED BY BUILDER. THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED AREAS - w SINK FIXTURE WHERE POSSIBLE PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER p 3/a'AIR - OPTION ONLYS" APPLICABLE CODES. _ .. F CONNECTIONS TO - SHUTOFF VALVES CONNECTION TO - VANITY FIXTU CHAMBER WATER CLOSET 1/2' 19•FLOOR JOIST NOTCHES MAY NOT EXCEED 1/5 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR m HOOK UAND PS 1/2� IN MIDDLE 1/3OF SPAN. HOLES MAY NOT EXCEED 1/3,DEP1H OF JOIST AND MUST OCCUR 2"W FROM FITTER EDGE. S-z���68�a"'L�������� 1/2" SHUTOFF 3/4'zIS HIGH R.A. OR P.E. APPROVAL STAMP h AIR`CHAMBER 20.SILL COCKS &HOSE 81885 SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS TO SHUT-OFF 1/2" SHUTOFF VAL (A p g 1 -g- (c VALVE SHUT-OFF VALVE 1/2' 2/.FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. A FACTORY L.tlJ7L t P�/���® HOT VALVE 1/2' 22 FACTORY INSTALLED WATER HEATERS: 50 GALLON OR 80 GALLON WHEN ENCLOSED AN - HOT ACCESS PANEL IS SUPPLIED. Ap�.p FINISHED 3/4' _ COLD COLD _ NOV � LliY1 T{IA FINISHED FLOOR FLOOR COLD HOT SHUT 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. COLD VALVE IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. _ FINISHED FINISHED FLOOR 24.ALL PLUMBING FIXTURES TD BE WATER CONSERVING. y Z Is BOOR - CONNECT TO 25.LEAD CONTENT IN SOLDER& FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2z - p o y - ®flBlbbbbli�pJg DISHWASH ¢ = >- eee�' OF �,/AAA 26.HOSE SPRAY(IF SUPPLIED) FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN m m � `\ ttt UA _ WATER IS SHUT OFT REVERTS TO TUB POSITION do PROVIDES A VACUUM BREAKER WHEN � �,\i1 /'IS�+° UNDER VACUUM (E.G.BATH SPOUT DIVERTER)OR SHALL BE PROVIDED VATH A VACUUM - 4�` BREAKER � � O L� i \z Ku � y� 27.BATH TUBS &SHOWERS ARE TO BE USTED/LABELED BY AN APPROVED AGENCY. - - _ m A• Q"...-'4 U STEN E jj;� m N BATHROOM VANITY - CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/OISPOSAL NOTES: 1. WATER HEATER INSTALLATION SHALL MEET ALL APPLICABLE STATE CODES. .PLUMBING MATERIAL SPECIFICATIONS - - e - a''AF�4J`7lli1i�11111LA, 2 PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO VACUUM BREAK THIRD,PARTY APPROVAL STAMP 1. CPVC PLASTIC HOT&COLD WATER DISTRIBUTION -ASTM 02846-90A. _ A VISIBLE AIR GAP E FLOOR IN THE SAME SPACE AS 2 ASS PIPE AND FITTINGS -SCHED. 40 ASTM D1527-89 (R-1982)AND ASTM02458-90. W WATER HEATER WHEN WATER HEATER i5 ON FIRST OR TEMPERATURE& • " SECOND FLOOR A PAN SHALL BE PROVIDED&ITS DRAIN PRESSURE RELIEF. 3. ASS CEMENT- ASTM D2235-8& SHUT-OFF 4.:PVC CEMENT- ASTM 02564-91. - SHALL PIPE BELOW FIRST FLOOR (DRAIN M OVIDEDSHALL I VAL VALVE `5• PLASTIC TUBS: ANSI Z124.1 - 1987 - - - - PLANT FOR SECOND BOOR UNITS). DRAIN SHALL PIPE &DISCHARGE INDIRECTLY TO A HAZARD FREE POINT. FINISHED SIZE TO MATCH COLD 6.`.PVC PIPE AND FITTING-ASTM D2665-919 AND ASTM D2466-90A 3/4 SUPPLY UNE TO HEATER 7. SHOWER AND SHOWER STALL: ANSI Z124.2 1987 3.NO FUEL BURNING WATER HEATERS IN OR OFF SLEEPING. }/a'NOT SUPPLY FLOO - .B. STAINLESS STEEL FIXTURES: ANSI A11219.3-1987. " :' _ BATH OR TOILET ROOMS PROVIDE DOOR ON PANEL ACCESSIBLE '-S. VITREOUS CHINA FIXTURES ASNE/ANSI A1121g,2M-1990. - - LARGE ENOUGH TO REPLACE HEATER, DO NOT PLACE 3/4"COLD SUPPLY SHUT-OFF VALVE iD.TEMPERATURE AND PRESSURE RELIEF VALVE ISO PSI AT 210'�F AGA CGA LISTED W ACCESS THRU CLOSET. SPACE FOR WATER HEATER - - ANSI Z21.22-86. , SHALL BE PROVIDED IN PLANT. INSTALLATION SHALL BE FINISHED 2^MIN• 11. SOLDER ASTM 932-93 PROTECTED FROM FREEZING. - PAN FLOOR -AIR GAP, - 12.ANTI-SCALD SHOWER CONTROL VALVE-ASSE/ANSI 1016-79 - z - 13.SEAMLESS COPPER WATER TUBE TYPES K•L•&M - ASTM B6t1-88A 4.VACUUM RELIEF TO BE PROVIDED ON COLD WATER SUPPLY DRAIN di TO NON- .. 3*.1 1/2' I 1 FINISHED 14.PLASTIC LAVATORIES- ANSI Z124.3-86- _ - vim+ WHEN FIXTURE OUTLETS ARE LOCATED BELOW TOP OF THE HAZARDOUS o HACARD REDUCE FLOOR • 15.FLUXES- ASTM 8813-91 . m HEATING UNIT 3/4-INLET TYPICAL WATER HEATER INSTALLATION WHEN WATER PRESSURE,REUEF UNIE '• - -,,5. „, _ HEATER IS NOT INSTALLED IN BASEMENT AT FINISHED FLOOR 9* i • DWV NOTEC: - STATE APPROVAL STAMP 1. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 2. PITCH ON HORIZONTAL WASTE LINES IS 1/8'PER FOOT FOR 3'DIA. PIPE.1/8'PER FOOT.FOR LARGER THAN 3'DIA_ 1/4'PER FOOT FOR LESS THAN 3'DIA.PIPE 3. WASTE LINES: INSTALL WYE W/CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION N _ TO DISPOSAL'SYSTEM. - TO}'VENT TEE TEE TEE TEE 1/4 BEND 4, PVC-DWV PIPE SUPPORTS AT BRANCHES.CHANGES IN DIRECTION AND AT THE BASE J THRU ROOF EACH FLOOR*AND MID STORY(VERTICAL)MAXIMUM EVERY 3'-0-AT THE END OFTEE Q 7(DOUSLE BRANCHES, AND CHANGE OF DIRECTION OR ELEVATION.4' MINIMUM MAIN WASTE TO SEPTIC(BY BUILDER). LLJ 5. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEIUNG. QZPIPING SHALL BE FIRESTOPPED WHERE REQUIRED BY CODE WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH IT PENETRATES k BE SUITABLE TO �'WASHEN-TEE KITCHEN 57NK PIPE MATERIAL N.Y,S. CODE MANUAL PART 4,PGS 30-35.OR USE METAL PIPE FROM A TO- I MIN, OF ABOVE ASSEMBLY h DOWN. Z BOX I BACK FIXTURES I - _ I S - _ LAVATORY (f EXCEPT WATER I 6. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN. STACK FROM BUILDING DRAIN (FIXTURE INSTAL-1 _ I I CLOSETS) I CON WASTE UOU TO ABOVE ROOF. SAN z x < Z LATION ON VENT r y a - STACK) I I LAVATORY LAVATORY r TAIL PIECE FOR P-TRAP 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4'MINIMUM BEARING. _ - r v (BACK-TO-BACK J N 44 i¢ OVER FLOW AND WAS WET VENT THRU INSTALLATION W �" 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0' b ONE D.F.U. ONLY I I HORIZONTALLY INSTALLED PLASTIC PIPE UNDER 2' SHALL BE SUPPORTED AT 3'-0' _ �• o P-TRAP I •"'-' I TUB/SHOWER I INTERVALS. VERTICAL PIPE SHALL BE SUPPORTED AT 4'-0'. - 1 WATER STAND PIP P-�� r OR WHIRLPO P-TRAP_ _ CLOSET SHOWER__ p-TR_ OPTION _ S. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 INCH VENT TO BASEMENT •• T --- -- ----- -- - - - STUBBED BELOW FIRST FLOOR, THEN CAPPED&LABELED. BASEMENT VENT MAY BE DELETED c o FINISH / - - - - - WHEN CLOTHES WASHER IS ON FIRST OR SECOND FLOOR(REQUIRED IN MA AND NH). FLOOR J SAN-TEE SqN- 10.HORIZONTAL TO HORIZONTAL h VERTICAL TO HORIZONTAL DRAIN CHANCES IN DIRECTION - - LONG TURN CLOSET FLANC 1/4 BEND 1/4 BENDTEE 1/4 BEND SHALL BE 45 DEGREE WYES, LONG SWEEP ELBOWS, LONG SWEEP TYS, 6TH., C- TEE WYE k 1/4 BEND LONG SWEEP p_ngp LONG SWE F-TRAP LONG SWEEP] STH. OR 16TH BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO.VERTICAL C CHANGES IN DIRECTION B ON 3 INCH OR LARGER 11.DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. o a 1/4 BEND w S - 12.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET, MAXIMUM LONG TURN yyyE y41i}{ LONG TURN p� ` DOUBLE 1/4 BEND SEE NOTE 70 1/8 BEND TEE WYE VENT EXTENSION LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24' m a _ —- LONG TURN - _ 13.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR E GLEN O A PE LNG d m PIPE INCREASER TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUi OPENING �m REDUCER(OCCURS SAME SIZE AS TRAP. m J MIN 12'BELOW 14.ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6' ABOVE _ p HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS ROOF; 24'RI) THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. W �� �® e LIMITED A19" H1 �� (SEE NOTES 010) 15.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT MALL BE: L.LI I! D 1 1/2'PIPE= 3'-6'; 2'PIPE = 5'-0': 3' PIPE- 6'-0' FACTORY 13U'LT PORTION' 16.PLASTIC PIPING SHALL BE PROTECTED WITH 1/15-(15 CAUCE) STEEL PLATE WHEN PIPE RA OR P.E.APPROVAL STAMP . PASSES THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER NOV. A/.M S �000 17.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. 18.NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN (DIRECTIONAL) DOUBLE Fl%TUR DOUBLE WYE WYE WITH LONG TURN - FITTING. a FITTING WITH I/8 BEN 1/8 BEND TEE WYE 19.MECHANICAL(AUTO)VENTS ARE DISAPPROVED. _ ®`g94T➢BI6BPQP9®�� 20.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN - " ```•\N to �� A/q(+n`J.", 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE k NOT CONNECT INTO SECOND FLOOR w z - `1 Aid' 1/4 BEND - DRAIN STACK. (LONG SWEEP OR 2 Y �:` qy T<U ITT �jU rr 21.PORTABLE WATER SYSTEM SHALL BE DISINFECTED BY SITE BY SITE BUILDER FOR NYS h r 1/8 KENO SHORT SWEEP - TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTING CODE 902.11 AND LOCAL INSPECTOR. CL m N SEE NOTES) WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN ^ 9 Y r COMPLIANCE WITH STATE CODES(SEE NOTES #10) 22.WHEN REQUIRED BY CODE A 3' VENT FOR RADON REDUCTION SYSTEM IS REQUIRED BY CODE ! STEN (APPENDIX PIPENDIX F OF 1995 CABE CODE) AND THIS SHALL BE A SEPARATE VENT FROM THE HOUSEm , 31 23.AIR ADMITTANCE VALVES MAY BE USED AS AN OPTION IN ALL STATES E%ECPT N.Y.S. AND M �T• RAIN 2'VENT 1 VENT •��� p� ���G�%% TUB OVERFLOW /2• / t3 ` DRAT SHOWER N F«:e:::rrii1y11a TURN VANITY 1 1/2' - • s OR a 1 1/2• NISHED LONG TURN 1/8 BEND DRAIN BOOR 2' AN, TEE FINISHED DRAINS TO FINISHED FLOOR SAN. TEE TUB DRAIN 2• ,� 2' THIRD PARTY APPROVAL STAMP FLOOR NONHAZARDOUS 1 1/2' NISHED FLOOR I LOCATION I TRAP z 1 1/2' TRAP FINISHED FLOOR WASHER/WATER HEATER PAN USED WHEN CRAWL 2• TR ' TUB/SHOWER SPACE OR USED WHEN EITHER IS INSTALLED CLOTHES WASHER ON 2ND FLOOR SHOWER BATHROOM VANITY - _f 3/4•DISHWASHER DRAIN LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING 1 1/2•VENT � � 3' MAIN VENT SECURELY FASTENED PER MANUFACTURERS INSTRUCTIONS - 8 W.C.VENT - TO COUNTER OR WALL 3'VENT - - W OR AIR GAP , BRANCH VENTS ¢d GARBAGE 12'MINIMUM DBL AS REQUIRED DISPOSAL ( 1 4•REWIRED FOR MA) SINK DRAINS .SAN. 2'VENT FOR c I�jj I 2 AIR CAP � FUTURE BASE- v-s - WASHER SAN. TE SAN. MENT FIXTURES m 2' 3-TRAP —AIR GAP FINISHED DISHWASHER TEE FINISHED m FITTING FLO 1 1/2' DRAIN LINE FLOOR CAI WYE-BRANCH 2' TRAP FITTING r 1 - u J KITCHEN SINK/DISHWASHER/DISPOSAL VENT THRU ROOF DETAIL KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS&MAIN VENT r.: :! 3 _ -- - STATE APPROVAL STAMP - 2x4 EXTERIOR WALL: R 0 INSTIL R 0 FRAMED EXPOSED ROOF/CEILING: (NOT APPLICABLE TO PART 5 OF N.Y.S.E.CCC) AREA AREA - _ R 0 INSUL R 0 FRAMED INSIDE AIR FILM 0.68 0.68 R-30 9" AREA AREA " 1/2-GYP. 80. 1/2-GYP.BD. 0.45 0.45 F.G. INSUL INSIDE AIR FlIJA 0.61 0.61 N R-13 F.C. R-13 F.G.INSUL 13.00 0.00 - OUTSIDE AIR FILM 0.61 0.61 - INSUL 2x4 FRAMING 16'O.C. 0.00 4.38 1 LAYER 1/2-GYP. BD. 0.45 0.45 -) 4'VINYL SIDING 7/16-RATED SHEATHING 0.57 0.57 (1)LAYER f l;LAYER R-30 F.C. INSUL.30.00 15.33 7/16-RATED VINYL SIDING 0.00 0.00 1/2-..GYP. 2x4 FRAMING 16"O.C. gm 4.37 - - OUTSIDE AIR FILM. Qt7 Q,17 SHEATHING 2x4 BOTTOM!gy 'R"VALUE 31.67 24.37 2x4 STUD 0 'R'VALUE 14,87 6.25 W CHORD 16' .0 16" O.C. (•0671.90)+(.166-.10) OVER ALL"u' =0.077 (.031%90)+(.041•.I0) OVER ALL'U' - 0.032 OVER ALL'R' - 14.00 OVER ALL'R' a 31.25 6i (n G S W 2x4 EXTERIOR WALL: L 'NTH r-1-11 R ®INsuL R 0 FRAMED Z (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.CC.) AREA AREA. - EXPOSED ROOF/CEILING: _ O - INSIDE AIR FILM 0.68 0.68 R 0 INSUL. R 0 FRAMED vi AREA. AREA 1/2'GYP.so. 1/2- GYP.BD. 0.45 0.45 R-38 12' Q a = R-13 F.G. R-13 F.G.INSUL 13.00 0.00 F.G. INSUL INSIDE AIR FILM 0.61 0.61 J N INSUL 2x4 FRAMING 16"O.C. O.DO 4.38 OUTSIDE AIR FILM 0.61 0.61 5/8- T-1-11 0.77 Q77 4(1)LAYER 1/2" GYP.so. 0.45 0.45 c 5/8"T-1-it VINYL SIDING 0.00 too (1)LAYER (2)LAYER R-19 F.G.INS. 38.00 26.91 N m 2x4 STUD 0 OUTSIDE AIR FILM Q-1 z 2 17 1/2- GYP. 2x4 FRAMING 16' D.C. 9,QQ ilz - Z I6'O.C. 'R'VALUE 15.07 6.45 2.4 BOTTOM 'R'VALUE 39.67 32.95 - ci N - c (.0661.90)+(.155•.t0) OVER ALL"U' =0.075 CHORD 16"D.C. (.025•.90)+(,030•.10) OVER ALL'U'- 0.025 OVER ALL'R' - 13.33 OVER ALL'R' = 40.00 r m 2x4 EXTERIOR WALL & 3/4" POLYSTYRENE: c (NOT APPLICABLE TO PART 5 OF N.Y.S.E.CC.0 R 0 INSUL R 0 FRAMED FLOOR (R-19 INSULATION): m W/ELECTRIC HEAT) AREA AREA ee a 1/2'GYP.8D. 19/32' RATED_ R 0 INSUL R 0 FRAMED tr INSIDE AIR FILM 0.68 0.6E SHEATHING AREA AREA 7/16-RATED 1/2-GYP.BD. 0.45 0.45 a SHEATHING R-13 F.C.INSUL 13.00 0.00 - INSIDE AIR FILM 0.92 0.92 C R-13 F.C. 2x4 FRAMING 16'O.C. 0.00 4.38 19/32'RATED SHEATHING 0.82 0.82 - d e INSUL 7/16-RATED SHEATHING 0.57 0.57 R-19 F.O.INSUL 19.00 0.00 r-m 4'VINYL SIDING 3/4-POLYSTYRENE 4.00 4.00 R-19 F.G. 2x8 FRAMING 16' 0.C. 0.00 7.81 w . 3/4-POLY- VINYL SIDING 0.00 0.00 - INSUL OUTSIDE AIR FILM STYRENE OUTSIDE AIR FILM O.1Z 4.17 200 JOIST 'R'VALUE 27.66 t0.a7 2 , , REAL,t lj,�AIT•-D 710 2x4 STUD 0 R'VALUE 18.87 10.25 16'O.C. - m r L« r,�7 l qq 16' STUD O. (.0349•.90)+(.0852•.10) OVER ALL'U" - 0.051 SAPf p},i _I lJf ITIOIN 051-.90+.092-.10 OVER ALL'U' =0.056 OVER ALL'R' = 19.61 1 C.7�'� " ( ) c > ' OVER ALL'R' - 18.01 � R.A. OR P.E. APPROVAL STAMP � 2x6 EXTERIOR WALL: R 0 INSUL R 0 FRAMED FLOOR (R-30): NOV 2 AREA - AREA - R 0 INSUL R 0 FRAMED - 1/2'GYP. BD. INSIDE AIR FILM 0.65 Q68 AREA AREA 7/16"RATED t/2' GYP. BD. 0.45 0.45 19/32"RAZED -+ v g`4!t@E1fa"afljOP SHEATHING R-19 F.C. INSUL 19.00 0.00 SHEATHING INSIDE AIR FILM 0.92 0.92 ,N P� R-79 F.C. 2x6 FRAMING 16'D.C. 0.00 7.14 19/32- RATED SHEATHING 0.82 0.82 y m ryj - +q°a��' ) H.i'P re, INSUL 7/16-RATED SHEATHING 0.57 0.57 R-26 F.C.INSUL 30.00 0.00 W b • ���° ff__ "���`''''ddd6!!l7�1 w NNri SIDING 0.00 moo 2x10 FRAMING 16'D.C. 0.00 9.09 LL 4'VINri SIDING OUTSIDE AIR FlLM D.1Z j1,1 - OUTSIDE AIR FILM p j 0�7 z 5 i - ^,� St- tl'�6F+�sT 'R'VALUE 20.87 9.01 R-70 F.G. 'R'VALUE 32.66 11.75 O,. m N A. 2:6 STUD 0 INSUL - QaF I6" O.C. (•048•.90)+(.103-.10) OVER ALL'U' -0.051 - 0306".90+.0852•.10 OVER ALL'U' - 0.036 ✓• ^� qp . 2x10 J015T (• ) ( ) a..`y'. OVER ALL'R' =19.68 16'O.0 OVER ALL'R' 27.73 .1131 2x6 EXTERIOR WALL: WITH T-1-11 R 0INSUL R 0 FRAMED '���14 AREA AREA NOTES: 1. IF ELECTRIC HEAT IS INSTALLED: 2x6 EXTERIOR WALL CONSTRUCTION WITH FOAM SHEATHING 1/2'GYP. 8D. INSIDE AIR FILM 0.68 0.68 R-13 F.C. 1/2 GYP. 80. 0.45 Q45 AND R-24 FLOOR INSULATION MUST BE USED TO COMPLY MATH PART 5 OF N.Y.S.ECCC INSUL R-19 F.G. INSUL 19.00 0.00 2.6 FRAMING 16' D.C. 0.00 7.14 2. PART 6 OF N.Y.S.E.CCC MAY BE USED AS AN EXECPTION W 5/8" T-1-11 0.77 0.00 VINYL SIDING 0.00 0.00 3. FOR INDIVIDUAL HOMES PART 6 OF N.Y.S.E.C.C.0 MAY BE USED AND CALCULATIONS ' 5/8"T-1-11 OUTSIDE AIR FILM Q-1Z Q17 VALL BE PROVIDED TO THE LOCAL BUILDING OFFlCAL THIRD PARTY APPROVAL STAMP 2x'. STUD 0 _ 'R'VALUE 21.07 8.44 4• ALL HOMES MUST COMPLY VATHAPPLICABLE ENERGY CODES(MEC V FOR MA, NH AND VT) • tfi'.D.C. (•048'.90)+(.I18•.10) OVER ALL"U" = 0.050 - W OVER ALL'R' a 19.81 2x6 EXTERIOR WALL & 3/4" POLYSTYRENE: R 0 INSUL R 0 FRAMED -AREA AREA 1/2'GYP. 80. INSIDE AIR FILM 0.68 0.68 7/16 RATED 1/2'GYP.80. 0.45 0.45 SHEATHING R-19 F.G. INSUL 19.00 0.00 - y W R-19 F.G. 24 FRAMING 16"O.C. 0.00 -7.14 9 INSUL 7/16'RATED SHEATHING 0.57 0.57 m 4'VINYL SIDING 3/4-POLYSTYRENE 4.00 4.00 N m _ _ VINYL OUTSIDE SIDINGAIR 21-7 0.00 yVt�lY,f,,'.-J SIYRENEY OUTSIDE AIR FILM 17 . 2x6 STUD 0 VALUE 24.87 13.01 - r/1 •• - `.,, , 16'O.C. (•039-.90)+(.073-.10) OVER ALL'U" - 0.042 OVER ALL'R' = 23.68 a -� MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Release 3 Checked by/Date CITY: Yarmouth STATE: Massachusetts HOD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-18-2000 COMPLIANCE: Passes Maximum UA = 300 Your Home = 300 Area or Cavity Cont. Glazing/Door Perimeter R-Value, R-Value U-Value UA -- - ---------- --- - --- - ------ ---- --- ------- ---- --------------- -- --- - ------------- CEILINGS 1265 30..0 0.0 44 WALLS: Wood Frame, 16" O.C. 1316 19.0 0.0 79 GLAZING: Windows or Doors 255 0.370 94 r GLAZING: Windows or Doors 40 0.360 14 DOORS 22 0.160 4 DOORS 20 0.280 6 FLOORS: Over- Unconditioned Space 1265 19.0 0.0 59 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. . Builder/Designer �& �_KDate /0-1 7--dC) PACE: SUBMISSION: DRAWING: PROFESSIONAL MAS C H E C K - '] P PUILDING 72 EAST MARKET STREET-P.O.BOX 219 , f MIOOLEBURG,PA 17842 DRAWN BY: OAiE; SCALE: REVISION BUILDER: VARIES CLIENT: VARIES B S SYSTEMS,INC. -n ����Laun►►�r��ii ®X a C �o� 'ell � w m X ®°_ = a Z>� ®I-n i , 1TI .1 c) i 's » < < e •A t6tl '� Wi WWPWP F G FPFPPP Frn ae �g Y I p g 11IR o v a � 8 aKaaMaxKNa"<�a7 •74N ? 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F a o > Q aYax5agaxxxa i6a6YY : YSSx co� �� � � � ��g �P'�s � � h � 66 � Sa � a � 6 � sA � E $ � 4 � 9 � ►S � a �;� _ rg� ($�$ � saag p Ss � geerrr S � eeeee = zai � $Qw wtz C Rg • C � EEC � � Ni. r°. `cFCe4r��- I> n � � Ail m7 R � ge Y MU C s LN Skc421 r rrLcl� 5�ijP o � Wi t$ s€ : rcC : @ � EeESENcxas ; @EErS g s s akexysyasyaBuks � yes � � � h A. b is b b b b b h h b b b h 0 B � F N v A A 0 A A r D ~ r t in D PACE: SUBMISSION: Ak PROFESSIONAL ORA"b 0 0 R AND WINDOW SCHEDULES p 72 EAST MARKET STREET•P.O.BOX 218 P BUILDING MIDDLEBURG.PA 17542 DRAWN BY;. GATE: SCALE: REVISIONS: BUILDER: VARIES CLIENT: VARIES B S SYSTEMS,INC. O1/24/00 /16•=1'-0• �VM� CD Uzi = O® t ,Iii I COVER(JENERAL NO TL 5 • ACCESS COVERS MUST BE WITHIN 9' MiNiMLIM, I N VE R T ' E V A T I OIV 1) • L)Ev' I cJN CR I TER / A : 6 " OF FINISH GRADE ' MAX 3 ' i ML!M / INVERT AT BUILDING: _���_ DESIGN FLOW. l0. . G FIRST 2 ' TO 1 . THIS PLAN !S FOR THE DESIGN AND COIJSrRUCT(ON INVERT IN SEPTIC TANK: 97. I _ 2 BEDROOMS AT 110 G. P.D. PEP _ 777 MIP! OF THE SEWAGE DISPOSAL SYSTEM ONLY BE LEVEL 2' OF PEASTONE ---_L� _ �� INVERT OUT SEPTIC TANK 96. 5 _ BEDROOM EQUALS 220 G. N.D. 1-±: D/AM Plf _ / - 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 3/4 ' - I I;2 A. INVERT IN DIST. BOX: _ . 45 _ -� INVERT OUT DIST. BOX: 96.28 NO GARBAGE GRINDER SET. SEE S ' T!' PLAN ��97. ! _ GAS E,5 96.28 2 " C6a DOUBLE WASHED STUNS 96. 75 -BAFFLE-- 1 96. 0 - - 94. 0 _ I LAVER T (N LEACH CHAMBER: _96. 0 - --- SEPTIC TANK RE:0(I I PED J. ALL CONSrRUCT10N METHODS AND MATF_R!ALS A14D /3 OUTLET 2-500 GA,- LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 94. 0 _ 220 G. P. D. X 200% - 440 GAL . MA/NrENANCE OF THE SEPTIC SYSTEM SHALL D-BOX W/2 ' STONE 4R0UNL. 8. 8 'X 21 'X 2 ' ADJUSTED GROUND WATER: NIA SEPT IC TANK PROVIDED: I.50O GAL . MiN. CONFORM TO MASS. D. E P Tl rLE 5 AND LOCAL 1500 GAL \ / OBSERVED GROUND WATER: NIA BOARD OF HEALTH REGULATIONS. SEPTIC TANK �C 6" CRUSHED STONE OR BOTTOM OF' TEST HOLE *2: 85.6 _ SOIL. ABSORPTION S, STEAD REOU/Rl-D. (H-20) COMPACTED BASE DESIGN PEPC RATE ( 5 MIN/INCH 4. ALL SEPTIC S'lSTEM COMPONENTS LOCATED UNDER r� SOIL TEXTURAL CLASS - 1 AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER I R OF I L E : NOT TO :>CAL E EFFLUENT LOAD 1 NG RATEE - 0. 74 GPD/,)F THAN 3 /N DEPTH SHALL BE (.CAPABLE_ OF W, TH- 220 GPD / 0. 74 GPD/SF - 298 S.F. REQU RED STANDING H-20 WHEEL LOADS. PROVIDED. 2.500 GAL LEACHING CHAMBERS 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR W/'2 STONE AROUND. A-305 S. F APPROVED EQUAL J05 S.F. x 0. 74 - 226 G. P.D. 1 6. SEPTIC TANK AND D-80;< SHALL 13E RF_ I NFORCED I [ /� PRECAST CONCRETE AND WATERTIGHT D-BOX SHALL 1 SO I L T L_ �� 1 T T P I ! DA l A (19 BE WATER TESTED FOR LEVEL WHEN THERE IS MORE I !ND I C.A TES _�_ INDICATES THAN ONE OUTLET. L PERCOLATION OBSERVED TEST - GROUNDWATER 7. BEFORE CONSTRUCTION CALL "DIG-SAFE '. / 1-888-DIG-SAFE AND THE LOCAL WATER DEP ,-. TP «I P,R9556 IP *`' II I FOR LOCATION OF UNDERGROUND l/T'L ' T'ES � ,�lO R!ZO IV TEXTURE _ COLOR - HOR/ZUN_ TEXTURE COL.OR � 0" 10 0. 3 0- --T-- 9 7. 6 8. ALL UNSUITABLE MATERIAL (FILL. A d B HORIZONS) F I L L -_ F l L L I- I - ENCOON-rERED BELOW THE 'NVEP T OF THE LEACHING l l 17AC I L I TY TO BE REMOVED FOR A D'S rANCE OF 5 ' 1 6 �9 0 36 '- - 94. 6 LOAMY /OYR L UAMY !OYR AROUND AND REPLACED If/ rH SAND IN ACCORDANCE � � 1 � WAND 2/1 A SAND 2/1 WI rH T! TL.E 5 20' v _ 98 6 43 •- 94. 0 C� LOAMY 7.SYR - � LOAMY 7.SYR 9. 140 DE TERM I NA rION HAS BE EN MADE AS TO 6 , -,95 + 3 . F . G WAND 4/6 SAND 4/6 COMPLIANCE WITH DEED RES rR!Cr I ONS OR ZON I NG I �� 6y, 32- v 97 3 64 '- 92. 3 REGULATION . T SHALL RF-MAIN THE CL IENTS �� /� C MED-COARSE IOYR - C I MED-COARSE 10YR RESPONS I B I L I rY TO 08 FA.'N AI.L PERA41 -S. SPEC!A1. SAND AND 5/6 SAND AND 5/6PERMITS. ✓AR I ANCES ETC FOR rH'S PROJECT `Q) 52' CR<VEL 44 ' GRAVEL - o, Alp, / - 0 IT SHALL REMAIN THE CLIENT S RESPONSIB'L ! Ty o `�wF• °SE'.9 . TO HAVE THE PROPOSED BUfLO!NG FOUNDATION n roe �Faf i DESIGNED TO ACCOUN' 170R THE FX!S T I NG GRADEAND SO'L CONDITIONS 4 T THE LOCATION OF THE [ I / _--- NO WATER --_- _-_ NO WA TER _-- PROPOSED BUILDING. o D 1 Tt: OCTOBER 8. 199 P , Qr 1'soo SA�� '�°t ' \qR Doti�j TES T B Y S TEPHEN HAA S BM CB!OH SEPTIC TAN�\ ! 2Z ` (.� 8MCB/.s2 'o 0�. % WITNESSED BY: DONNA M/ORANDI \J �P•I Pnle� PERC RATE < 2 MI N/i NCH A 1 D Box \ op,y TP.� •J. 0 / �-� LL -T- LL - UP 273118 �t � / - V / .� 0 L_ D L- R,4 / 0 '/ / L LE- R O�a �� w'E-s Ail,� F' 4 /' �'�1 6�4 R /V S TAT / ;�,4 N,n/ s P O c� T; > M�4 BL E . ` f'--) RE-PA RE PINE STI!EET k-0 ,1Ay, �-- ni ---Locus r• \\ %�N* TAG 437 F' _ O BOX / ,3 9 C'E !�/ T E-R ✓ / L L_ �= A,lA O 2 6 1�7` EL-99 98 ,\ / S (::A L E- / - 2 O /�/O V E-M B E�,R P G-P+ RE'/1 SE D : JANUAR Y 18. 2000 REV/ SED AUGUST 4. 2000 / I! ES - I C REV I SED: A UGUS T 28. 2000 TITLE 5. SET!OAI 15. 21 I : C/ 1 WIIVIWUM SETB4CI( Jl STANCES. A �-� `- ` r� I i V �_� I I �I l0 ' IS RE-OUI REL BETWEEN A SAS AND PROPERTY LIVE, 5 ' I S /' i-_� _ 923 R c> u t e 6 A �`` �� ✓ i PROVIDED TO THE RESERVE A9E4. A 4 ' VARIANCE IS REQUESTED. �- ! Cam--_ % -� _� c� r mc� LA I ) F> o r t MA 026 ?5 I `- --- c-. f ( 5-O 8 j 3 E3 2--8 3 2- j I -ram -77 , , SECTION )5. 214: NITROGEN -OADIN3 -, )WITATIONS. A VARIANCE - / � i //, 11 1� l �J �� C" %i /I�� v��' \ ( OE3 j 32-5333 IS REQUESTED TO CONSTRUCT A 2 BEDROOM DWELL /NG ON A 6395 S. F. v ��\` 1 1' LOT. Ill L_ O C u s MA P 0 10 20 40 J 96 No . 99-0997 I�:'I EL D: CFUEEK CAL C: SAH/CFW ;HECK CFW DRh': SAH '. 4