Loading...
HomeMy WebLinkAbout0603 WAKEBY ROAD� _ ��, — �a .� �r � r �. � � � �. ;.,. a ' .. n .o - .. �- � �� .. r ., ., � �� � � r� � .. . � � ,r y f.�r�Y, ` .. � � ,. ✓y. �r ,. � '.� � d5 � ,. � r''. i �� �� � .�. . n II �, a r � �. � r � ,: e ,r � ', r �. � r r ., �� �� ' � � �. �� ., ,. � ,. '�"i ��, � � .. a ' ,; �` �' � �� - � - .,. �o, � ' 9 i o r o �. ,. r. �� � � � - �. -i .. � ,. � � � �, - r, .. e ,. ,. .. � � � � � - ,. _ �, ,. ,i � �� n �.-.. ._.-..�... �..+. �.o...... � _ � - - — —_ _ _— as+q ..fir.--.�.✓'r —- - - — C__�i�--•,-- _j 4:. ,R 1 " TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 a eP.wcel 2.3 (.-+-42 Permit# �117 g 3 Lj�Health Division �'4 2, 15 -SA � � iC�'%"t 3F BAfIP4STA8LE Date Issued 9125/03 Conservation Division F SWey- Is [1 Application Fee Tax Collector Permit Fee + Gy Treasurer -- - - —� C SYSTEM MUST BE _.0 I V`S'0 INSTI LLED lid COMPLIANCE Planning Dept. 1NITH TITLE 6 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ANC Historic-OKH Preservation/Hyannis T004 REGUL XTIONS Project Street Address s Village o,r 5"i—o vt 5 -M t' S Owner ��r ��u6 i o 1 t 9 Address 3 L041C,,06�1 129. G Telephone �6'0 S) q Zo-- -5! 7 0 ��o�� -F30 — -3 67 O Permit Request 30 oC qQ ( gqp e— aw+ o-r -s I • Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation J S�.m®0 Construction Type Lot Size f'O qo Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Ys^5 Historic House: O Yes ❑No On Old King's Highway: ❑Yes O No Basement Type: Q-Full ❑Crawl ❑Walkout Obther Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas h , Oil ElElectric ❑Other Central Air:. ❑Yes M.No Fireplaces: Existing New Existing wood/coal stove: O Yes ®No Detached garage:O existing ®new size'SoxgO Pool: O existing O new size Barn:O existing ❑new size Attached garage: O existing O new size Shed:O existing ❑new size Other: Zoni g Board of Appeals h rization O Appeal# Recorded❑ Comm cial O Yes S No If yes, Ian review# Current Use Proposed Use - - ii BUILDER INFORMATION Name V t t� I o o Telephone Number 5'o8 r<(Zo-3G 7 6 -eel( 50e- Address (o 0 3 i c�c,lC e �ze -Op License# ltita_-5•� 4. S 1(5 y�i� v z G q 6 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T��' f7c,��,42 SIGNATURE DATE ?bO 3 rl FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. j ADDRESS �. VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION 0 :' .0A&I1 s FRAME INSULATION ' "FIREPLACE ELECTRICAL: ROUGH FINAL r :r PLUMBING: ROUGH FINAL c , GAS: ROUGH . • FINAL FINAL BUILDING • w DATE CLOSED OUT- ASSOCIATION NO. 5 • a r _ 8 ems° A.M. 28 PAR. 24-2 ° LOT.11 0� PLAN BOOK 410 06 PAGE 15 31 a•q7 00 #603a%'s ECK •� A.M. 28 PAR. 23 LOT 2 �g PLAN BOOK 214 k. PAGE 155 AREA=64,593E S.F. SHED to , Q . r A.M. 28 PAR. 22 LOT I N PLAN BOOK 214 ��. PAGE 155 y rn 52.9 F0 U DA'rl N �o � r9� 332 �o ��• o O o d In N `O O � N FLOOD ZONE "c"_ FO UNDA TION CERTIFICA TION RES ZONE.- ,RF, TO ANEARNSTABLE SCALE-1 "=50' PL.REP 214 155 ELEV NIA I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS ,FOUNDATION IS LOCATED ,ON e �"0T'4,48c, P 0. BOX 285 THE GROUND AS SHOWN, AND a P� F�' �� UNIT I,. 40B INDUSTRY ROAD ITS POSITIOAL-D-0 ----- a o sTE��+E� D 'CONFORM TO THE ZONING LAW 4 U COYLE `� ® MARSTONS MILLS, MASS. 02648 SETBACK REQUIREMENTS OF ° ""� 428-0055 __ NI RSTON_S_MILLS_ ° JF' FAA X 420-5553 JOB STEPH N J. DOYLE, R P.L.S. ��® DATE.'1 f04 NUMBER5353,0 LOT JJ N 58046,589E 314. 06 o LOT 2 65, 340 t S. F. 444.1321 g 99 LOT J i i i PLAN REFERENCE.• BARNSTABLE REGISTRY OF DEEDS PLAN BOOK 214 PAGE 155 PLOT PLAN OF LAND `I . 9 TO THE BEST OF NY KNONL EDG& THE FOUNDA TION - ,L OCA TED IN .. SHOMAI ON THIS PLAN IS AS IT ACTUALLY EXISTS AND BARNSTABLE — MASS. THA T IT CONFORMS TO THE TOMN OF BARNSTABLE `����� 01 4?4s ZONING REGULA TIONS, REGARDIN_ G -YARD SETBACKS �� --s PREPARED FOR RIGHARD s ;DAT : ✓UNE J J9 FERREIF�A CAPESTYLE BUILDERS No 31309 P.L.S. r OATE.•✓UNE 19, 1995 SCALE J 9-80 FT. FERREIRA ASSOCIA TES FLOOD ZONE C (NON—HAZARD) 131 SPRING BARS RD. FALMOUTH—MA . D—J 4 tlRMMC/P. k SINE The Town of Barnstable o� BARNSTABLE.o` Department of Health Safety and Environmental Services MASS. 0 Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspections Location 6 DJ Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: U C�Cl- 1 tc Z t--1-2 t Lyu rL v0 rxL rJ� G Please call: 508-790-6227 for reeinnspection. Inspected by F" f f " Date S The Commonwealth of Massachusetts • Department of Industrial Accidents ==-��- =• � Ofli'ce of/a�estigat/oos 600 Washington Street ' Boston,Mass. 02111 — Workers' Com ensation Insurance AMdavit i 1 name location L 0 _'3 city r`i ctic`5 f-U IV S i� ! 5 t'1R. (3��s S phone# 3CA- (?,O-3 G 7 0 I am a homeowner performing all work myself. �• S o8--80- 3C.` 0 ❑ I am a sole rietor and have no one worldn in capacity lam an employer roviding workers' compensation for my employees working on.this job con an n < « aata � e ?`:��% '> > I - 3nstrran ❑ I am a sole proprietor,general contractor,or omeowne circle one) and have hired the contractors listed below who have ns 'on olices: the followingworkers compe ari p.............................................:..:.::::::::.::::::.:::::::::;:?.;:.?:.?:;;??.:.?:{;.? :::::::.:.?:.::<.::.:......................:::::::::.::::::::::::::::.:........................... ....:::::::::::..::.............:::.::::::::::::.:.................:...:.::::::.::::.::: .:::.:...:.......:.::.::::.:::::.:::.,.:...............:::::. :con an ;:n m �...v. iii:::'•'•3'?:::::;::::':<:::`:::::... ?:r:;:;.:;::.;;;:: ....................::..::::::.................................:..:::::::::..:.:... ........ :...:....... :..::.......:::.:.................. .:..:.::..:., 0 i.... a �'•�Oflt: .::::......................................................... :::::?:^?}:•i??ii:•?}????:•i:^i?:4i?:•::•:;i}:4}??:{4i:?•i???:?':n:{v??:???:^ii?i?ti i::::::w::::::.y};�............::::::::.......'.....:::::..... .. ...vi:�}i:• .......................................x::::::�w.�:::.::i:.�::::::v::.:..:.:':?:?•??i?}?}:4::.�??:?;r{r<4:.�:.�::is�i?}:•:??�i:.�::+i:::vi::?}'v:v:.:' r::vv:m:::::::::::v:.?'{{•ii?i:•?;{n}:•:;•?Yii:......:n:':.??}:?•i:•:???:{?4:v:h:i?:?:;}i??:4?:•?i?::v:iXji?:;{:ij;:{r•�:•::::n•:•::•�:}:<:iii};.'•iii:v�$jiii:+rii'�ii. ::::...:............:....:w::::w::::.::........r..::•:::r::.�:?:•:.�::::::::•::................�.�:::::v::.:�::::.�:::::.�:.�:::::::::::::::::::::::: � ::#::;i::i:i:;i:ii:v';.�?{????•i:•:?{{{?•?:::!.:}?:4i:�?:<?•::•::4i?::;^iii:::r.•?i:{?6;•y}:6i:i iiiiii i:�iiii>i;:;:;i: n�trranee:co:<<:i:;;:.::i::;:;;i;:•:i•i»>:i:<:i:::>.::;?.:<.i>:;.:.i:.i:?:.:•::::.;:.;::.;:?;:.:;.;:;•i::;:.:.:::.�::::.::.:.:::::.:.:::.:.:::::::::...:,:..,:..:,: blrty' VA :.i':::;.?.......:::.�:i•�ii::;?::;•?;:•:{:.i:•:;•;'�?'�•;:{::.i•:?<?�:•?'•;:.iii:i:•:;�:�::�;ii:;•;;.;::.i::�::•;:;:.i?:� .............. .............................. can ...................................:...........:.....................:::::::::::.�:::::.�:::::::::::.;..:::..........:::....:.;i;{<;?;::?;;;:{.iii;;?;»: esss>"der h <ti b n {<' iiii sisr.........................................;;:: : ::si .,:{{:; .. i:;:.:>.;i$::: iii ii$ii$.i:L:y.;{;:ii: �.•#•i:{: `j;:j::<: '+iiiv;,i::;:f i:C:`;:;i:<{:;:;:j;: .._. Obi:: 1L1nr8nCCiCO't'ii :`:'i:%:aii:•:<x ?:..::•<:...?...................:...... .......:::.::.:.::i:.:..:....::....,....:..:.... Fai>m a to secmY coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to$1,500.00 and/or one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand brat a copy of this statement may be forwarded to the Oice of Investigations of the DIA for coverage verification. I do hereby certify the pains penalties of perjury that the information provided above is trap and correct Signature date 0 3 Print name 11 eS�csC' �!<e.(►a 'Cv Phone# �66-4t 3G ZG Official use only:dorite in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immse is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other 0aviwd 9/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants ' Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign an } :. date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be ret®ed to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of ImlesfigauOns 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 f °EVE�°� —` Town of Barnstable Regulatory Services BARNSTABIZ ' Thomas F.Geiler,Director 9 MASS. g E1 39.E a`0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. (� Type of Work: w, D r Estimated Cost 6 C�6 Address of Work: luc'r S0'-IS we, 5 Owner's Name: U t 4_—ft� (id c O 94> Date of Application: 90 910 3 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 []Building not owner-occupied QOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. 9 ® e3 Date Owner's Name Q:forms:homeaffidav RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 J-61°O Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached& etached Z B O square feet x$32/sq.ft.= 3 gy60 x.0031= ACCESSORY STRUCTURE>120 sq.ft. I >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck k$30.00= (number) Fireplace/Chimney x$25.00= - (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) • Permit Fee projcost Town of Barnstable �FSME T� Regulatory Services maNs'rAirz Thomas F.Geiler,Director '� .•� Building Division lE0 MA't 0 Tom Perry,Building Commissioner 200 Main Street,`Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HONOWNER LICENSE EXEMPTION Please Print DATE: 4l1�I�3 JOB LOCATION:. �0.3 wq0_k,64 number street village . "HOMEOWNER": 0, Gft,r I)U 0tfe -5084_o-36740 568-280-3470 name home phone# work phone# CURRENT MAILING ADDRESS: �. D• © X, L 3 y L wia�s�o�rs ,��Its wt� o�G� B city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Wervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farms structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under'the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules and regulations. The=undersigned"homeowner"certifies that he/she understands.the Town.of Barnstable Building Department.., mininmiTn inspection procedures and requirements and that he/she will comply with said procedures and requireme9ts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfomring work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fora/certification for use in your community. Q:forms:homeexempt TOWN' OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 028 023 GEOBASE ID 1613 ADDRESS 603 WAKEBY ROAD PHONE Mar.stons Mills ZIP - LOT 2 BLOCK LOT SIZE DBA , DEVELOPMENT. DISTRICT CO PERMIT 10289 DESCRIPTION SINGLE FAMILY' RESIDENCE - BLD PMT #37823' PERMIT TYPE BCOO TITLE CERTIFICATE OF OC t UPK,rtinent of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: y TOTAL FEES: �Im BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE gAgNgpAg MAS& OW NER SERVIA, LEONARDFD MIS ADDRESS 683 MAIN STREET _ FALMOUTH MA BUILD;!�4G D4Tq DATE ISSUED 09/12/1995 EXPIRATION, DATE BY r-4 DIVISION APPROVALS FOR CERTIFICATE OF OCCUPANCY TO BE SIGNED,.BY EACH DIVISION HEAD UPON COMPLETION BUILDING:. DATE: COMMENTS: PLUMBING: DATE: COMMENTS: r' ELECTRICAL: DATE: COMMENTS: GAS: DATE: i COMMENTS: II CONSERVATION: DATE: COMMENTS: OKH: DATE: COMMENTS: HISTORIC: DATE: COMMENTS: FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: TURN THIS IN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFFS ARE COMPLETED.A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AT THAT TIME. E3 -�... I TOWN OF BARNSTABLE, MASSACHUSMS (U 8.U.'3) B U I L DIN } '1 '� N� F37823 yta'.t I r DATE .11111.E 5 f 19 y5 PERMIT NO. �4�• , i' APPLICANT Leonard ) SerVis ADDRESS 683 Mainftt ' Falmouth :1A 00041.5 ' (NO.) '1j (STREET) (CONTR'S LICENSE) PERMIT TO Build "`'+ •� • "$',! _ (TYPE OF IMPROVEMENT) ( NO. , STORY 1 P-* DWELLING UNITS .Tr(PROPOSED I�SE) AT (LOCATION) 603 Wakebv Rd. . Marstons dill ZONIN CT_ (NO.) (STREET) t BETWEEN (CROSS STREET) AND 1 (CROSS STREET) SUBDIVISION LOlt t LOT BLOCK SIZE i BUILDING IS TO BE �r FT, WIDE BY FT, LONG BY FT. IN HEIGHI AND SHALL CONFORM IN CONSTRUCTION t TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION h (TYPE) I REMARKS- AREA 1 , VOLUME l•A00 soft PERMIT (CVBIC/!•OUARE FEET) ' ESTIMATED COST $ 65,000.QU FEE �$�97,25 � � OWNER 1jt'.011$rd J. SeY !.8 ADDRESS 683 Maill St. . IlmOuLh, MA 02540 BUILDING L'-'-rnV1a'rnG'tJtrRlt-1MCIV1 vn rue LlC AIIRKS:"l NG'1755121[HTCE-OF-t HIS FE'RMII DUES-NOT E'A'PPLIC-ANT-FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST B INSPECTIONS RE4UIRED FOR 1 ALL CONSTRUCTION WORK: CARD KEPT I. FOUNDATIONS OR FOOTING _ �/�Y1L�y=�C,(�ilA 0 2. PRIOR TO COVERING STR TfO MEMBERS(READY TO LAT S .ArtuY. 3. FINAL INSPECTION BEFO �y {i=•t'Ty (14N 1'tA'.' 9P r•�-r/- OCCUPANCY. a. � tf''f' jS+•'r� �� OVE ` •i�.y �S eC�Or O T $ PPR S �' �A ��� T B �> .QVED BUILDING I SPECTION APPR .A(li: TpWN 40 BARN r ARNS�gg .� j t r LE ,a,Gas p plurinbing / L v '+ •�_, !,.. �=( 1� ( rk.:�li .ate. '.�' t 31 HEATING INSPECTIQNNIPPROVALS ENGINEERING DEPARTMENT BOARD OF HEALTH tt'�Ly17. OTHER SITE PLA REV�APPROVAL� WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE. ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE, NOTIFICATION. 1 1 ' 1 / /Am `Assessor's Office(1st floor) Map Lot C Permit# '? 9 Conservation Office(4th floor) .�I�Q �gS �; �� Date Issue Board of Health(3rd floor)(8:30-9:30/1:00-2:00) / S. J,��3��'�L Fee 7. Engineering Dept.(3rd floor) House#1' Jam, (� � S�A Planning Dept.(1st floor/School Admin:Bldg.) �,4 c tl ( � : BABNSTAB17 LE, Definitive Plan Approved by Planning Board "�� 19 V441 ���� e DWI- TOWN OF BARNSTABL ��,.,IN 01 • a��i,� �4 . Building Permit Application Project Street Address oA u Village — YY1 3 win aI 4 c-w T a mo-,4t. Owner eC)v\ S �MAa r\Q /&V,rP_ ✓i,T�a t9 1 oT-T6 Address t_- /a03 lJi4 bk4 el) /r3utlet 93 C.AAJ iCdRKCt_ Telephone Permit Request p� ►ye I J (n X 2 Co �C7A e:L t )`/ ►a �a x �a 1� T Ja (A e c 4�J_ q i rJc��2 rya (,�I I.I lo,e U✓t-F t y i S L C� O (,A I A- . Total 1 Story Area(include 1 story garages&decks) /4q square feet &)1?160 Total 2 Story Area(total of 1st&2nd stories) 9 square feet 7 - Estimated Project Cost $ (,5 E 0 0 0 a Zoning District Z Flood Plain C_ Water Protection 106 Lot Size s 3 qQ± S 4 s- Grandfathered ? Zoning Board of Appeals Authorization /�y� Recorded Current Use Proposed Use Construction Type wesLJ ro nS�n.0 C „ ?0(1)"J ro el e,tiQ t eldW ur Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure /U A Q Basement Type: Finished Historic House rV 0 Unfinished Old King's Highway YV d Number of Baths 1 No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel _Q'( L-r l4 0 Central Air OJ O Fireplaces w 0 Garage: Detached. &V A Other Detached Structures: Pool Attached to Pr Barn None Sheds Other l a k (r l S Builder Information Name Leo n A-a �\ .�e 2�✓1-S Telephone Number G /L Address (o U OA 4i�A :%� License# non c� ynou� (n Val �F Oda ti�f O Home Improvement Contractor# LLoy- - 1( ( Worker's Compensation# T NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO vVV tc1 SIGNATURE DATE BUILDING E MIT DENI OR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED June 5, 199.5%: MAP/PARCEL NO. 028.023 " -- ADDRESS [603 Wa'keby-Road VILLAGE a rstons Mills, _MA 02648 OWNER r. Victor Paliotto , DATE,OF INSPECTION: c 1 FOUNDATION FRAME INSULATION FIREPLACE I , ELECTRICAL: ROUGH FINAL PLUMBING: 'i,ROUGH`-, FINAL = GAS: -,.ROUGH FINAL FINAL BUILDING DATe&OSED OUT ASSOCIATION PLAN NO. t r _ ( o/nnwnwealtlt ol Vla33acltujettl _ 2eparintenl o1 Jnduelria[--�4ccid¢nl9 �. 600 VVa.11tin9fon Strad James J. Campbell t7,03101t, Maieachuielb 0211 / Commissioner Workers' Compensation Insurance Affidavit 1, LEONARD J. SERVIS 000425 !(CAPriSTY.LE BUILDERS) (licensee/pertnittee) with a principal place of business at: 683 MAIN S`I'REE`' PALM Y.M. MA 02540 (city/sate/zlp) do hereby certify under the pains and penalties of perjury, that: kk 1 am an employer providing workers' compensation coverage for my employees working on this job. EASTERN CASUALITI'Y INSURANCE COMPANY V1CP 0005519 11/23/94-11-23-95 Insurance Company Policy Number () I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (circle one) and have fired the contractors listed below who have the following workers' compensation policies: _SIT VA FOUND CO ElGrE-RN CASUALI'1'Y INS •Uoo06-557— Contractor Insurance Company/Policy Number rARL M n.SgA NORTHLAND INS COMPANY 77 14870 94 0 Contractor Insurance Company/Policy Number S&C, CONSTUCTICN FIDELITY & CASUALTY 28c888597794 Contractor Insurance Company/Policy Number () 1 am a homeowner performing all the work myself. I understand that a copy of this statement will be forwarded to the Office of Investigations of the DIA for coverage verification and iliac failure to secure coverage as required under Section 25A of Heil. 152 can lead to the imposition of criminal penalties consisting of a fine of up to S 1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S 100.00 a day against me. Signed this 10.TH day of 19 95 LEONARD SERVIS Licensee/Permittee —_.___..__..._......_....... . . Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405. 409_ �7� TOWN OF BARNSTABLE { CERTIFICATE OF OCCUPANCY PARCEL ID 028 023 GEOBASE ID 1613 ADDRESS 603 WAKEBY ROAD PHONE Marstons Mills ZIP - LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 10289 DESCRIPTION SINGLE FAMILY RESIDENCE' - BLD PMT #37823 PERMIT TYPE BC00 TITLE CERTIFICATE OF O(DUPOMent of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: TOTAL FEES: ��ME BOND $_00 CONSTRUCTION COSTS $_00 753 MISC. NOT CODED ELSEWHERE ; BAMABy MASS. OWNER SERVIA, LEONARD 059.M� ADDRESS 683 MAIN STREET FALMOUTH MA B G DIMS DATE ISSUED 09/12/1995 EXPIRATION DATE BY LAW OFFICE OF PAUL C. GLYNN 49 LOCUST STREET - FALMOUTH, MA 02540 (508) 548-8232 FAX (508) 548-2094 I June 1, ,1995 Building Commissioner Town of Barnstable Barnstable Town Hall Hyannis, MA 02601' Re: Lot #2, 603 Wakeby Road, Marstons Mills, MA 02648 Dear Mr. Commissioner: Enclosed herewith please find the following documents regarding the above referenced property: j 1. Copy of plan of land entitled, "Plan of Land in Marstons Mills surveyed for Charles & Dorothy R. Diggins Kevin & Elizabeth Manton Aug. 19, 1967 - Scale 1" = 50' drawn by George F. Reekie Registered Land Surveyor Norwell, Mass. " recorded in 1967 with the Barnstable County Registry of Deeds at Plan Book 214 Page 155 showing Lot 1 containing 65340 s.f. and Lot 2 containing 65340 s.f. ; and 2 . Copy of Deed showing the • lot as being held in separate ownership as of 1967. I have performed a complete title search of the property. I hereby certify that the lot has remained in separate ownership since 1967 . Thank y u. e t 1 ours, P 1 C.. G nn Enc. SE7N ,e, �M,OtY�q'�S'f9AydL�N . NEM'EN6<qN0 TEG.�TlY.�Co. E�7st+reLVT . CA b r 10 Ix 3 a ay o ) 3 inch scale .oL AN OF LAND ':^N Of � ,C�STO/1/ /17/LLS Arm ¢ OO�NOTIV�' O. O/6'6�C(i!(.�t JT� ^ANN NG BOARD APPROVA_ SEEN/N �EL/zASETN MANTyN/ )ny ER Tueawsr cpxrwoi uw ,qca�19./9�G7 -r 3C�5►t 6'/��So. GEOME c R RE 6EtJQi�r F. .QE6K/E faAnW6 - FKE`°E - .QE6/S7ii�� LiRNO .Sl/Q{�EYGbC M I I IX7 1 1 14 i I'll LAIN� of L!,I Ir tr for P-14 9m) _ L c-aty. tV-om_►tf r; JK usiamb t1L0 of I with swiddin ts"umb L:QrJV1t!'b10 Golint-, " :1313 in t1*0 tcA*ji 01'* :ttrlo L%)t'hJcJ J;W d1-:;cr1'ted nz 1101 t an =!Cllt •Ub'jf! u. \7 no feet '. . ;� - raditil of jol...Z.145 f,ct" *rin� 1, 41il.973 feet; Z- Vic noriLlf"t-1y 1'.ne of tI-c &-Olt. qj:,110 onacroilto V;5001+ foot; utJ ]and holy 01, ro_­r-jrl,7 of tile- hoLrc of :4114,11*;111 Upoc'mr, f,.nt. !'nrt. All or 3ric; Mlm-n nn r. l'" - ton 1;. f lla, ed ri ; -� , • net it) • L;cr!lc I; 73: L. -11 13 to t­ Ll�-h 'tit ot 1.1-.0 n0f,tor zr.J lot jr, nkm:n :11-1 Cllrntorn r1hrild"11 ow? !111101 ury un* ace "'I rv,, rho) r-em-d'-d C NL 7., 0 FZ& day of ir VW ---------- ---------- OL r t Tbo's Pmm&IIY IM"Ied the above Raw Ad top N"gwM b*ftmmt to bet Ad and deed,beiaft otte 0:0- Al! %I my smawa esPtra As%jr3w P. P-011 0!.Wfy Pub OCT it 1967 All M . LD i Bond #3064194 Fidelityand Deposit Company HOME OFFICE OF MARYLAND BALTIMORE, MD. 21203 License and/or Permit Bond KNOW ALL.MEN BY THESE PRESENTS: That we, ..Capestyle_.Builders, Leonard Servis, 683 Main St. Falmouth, MA 02540 -•-- ---•----------------------------------------------------•-------••-----....---•-•-•----•----- ------•----------------+ as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, incorporated under the laws of the State of Maryland, with principal office in Baltimore, Maryland, as Surety, are held and firmly bound unto Town of Barnstable ----- ---- ------------ --•---. as Obligee, in penal sum of---.....One__Thousands_and__00(100----_-------------------------------- Dollars ... ............................................................ lawful money of the United States, for which payment,well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for........New_-Dwelling--..._6.Q3_.XakeLby-..Roa-d------Max.5tons---Mills-,_MA................................ ..............................................................................-_.....__...--.; and the term of said license or permit is as indicated opposite the block checked below: ❑ Beginning the........................................day of................................................19......... and endingthe........................................day of................................................19--------- 0 Continuous, beginning the---- 3.0th.......................... of--•------•-May 19-95.. WHEREAS, the Principal is required by law to file with-------------------------------------------------------------------------------------- a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal as such licensee or permittee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or permit issued to the Principal, which said breach or non- compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if this is a continuous bond and the Surety shall•so elect, this bond may be cancelled by the Surety as to subsequent liability by giving thirty (30) days notice in writing to said Obligee. 30th Ma _....----••-•-•-----------••.----- 95 Signed, sealed and dated the______________ _ _________________________________day of.__._.... _..._...y 19._.. 0,100 ....................... ..... ......(-4 ................................ Principal By._.....----•-- ----- ------- FIDELITY AND DEP S C PA Y OF MARYLAND By..F . .... ............................................ Attorney-in-Fact J519- / Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE,aALi1MORE,MD KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by R. W. BUDDENBOHN , Vice-President, and M. J. SCHNEBELEN , Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full Jorce and effect n the date hereof, does hereby nominate, constitute and appoint Noel J. Almeida, Fred W. Fay alie B° ift and Kenneth R. Forster, all of Sandwich, Massachusetts, E , . . .. . . . � . . . . . . . . . . . . . . . . its true an agent and Attorney-in-Fact,to make,execute, deliver, on its behalf as suret y,and as its act and deed: any and all bonds and undertakings, eac a pe ° not to exceed the sum of ONE HUNDRED THOUSAND DOLLARS ($100,000) . And e execution of such bonds or undertakings in p of the ts, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they ha duly exec and acknowledged by the regularly elected officers of the Company at its office in Baltimore, Md., in propeVed, ns.This power of attorney revokes that issued on behalf of Noel J. Alm etal ' October 19, 1988. The said Assistant Secretary does hereby cerfl at the a clAet forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-Laws of said Compan , d is now IN WITNESS WHEREOF,the said Vi ent and t Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY A Ell SIT ANY OF MARYLAND, this 26th day of July , A.D. 19 911 FIDELITY ARID SIT COMPANY OF MARYLAND ATTEST: sEAL Q Assis - t tary -Nice-President STATE OF MARYLAND CITY OF BALTIMORE J�' On this 26th day of July , A.D. 1991 , before the subscriber, a Notary Public of the State of Maryland,in and for the City of Baltimore,duly commissioned and qualified,came the above-named Vice-President and Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of Baltimore, the.day and year first above written. 490 OL J Notary lic Co Expires Au Qu s t I , 19 9 2 CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate;and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice- Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969. RESOLVED:"That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company,this 3 0 th day of- May 19 95 063-3678 Assistant Secretary EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice- Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements,decrees,mortgages and instruments in the nature of mortgages,. and to affix the seal of the Company thereto." i 1 c �- COMMONWEALTH II�!�. PARTMENT OF PUBLIC SAFETY MesrichT• t•. to BRIfAfK OF E ASHBURTON PLACE Cods Is r.:luc.c Io►►orocofIOP 101 of fhl�.11eants. MASSACHUSETTS BOSTON,MA 02108 L:I C ENS E CAUTION EXPIRATION DATE CONSTR.`1. SUPERVISOR FOR PROTECTION AGAINST 1 U/2 4/19 9 5 EFFECTIVE DA{'E LIGNO. THEFT, PUT RIGHT THUMB RESTRICTIONS 0 6/3 0/19 9 3 U O Q 4 2 5 PRINT IN APPROPRIATE NONE o _ BOX ON LICENSE. OLEONARU J SERVIS g /� ' nn� 1419 W AQ U O I T H Y N A Y g ' BIJ�STINGPOPERATORS SS a 029-42-8717 mEAST EALMOUTN MA 02536 MUST INCLUDE PHOTO. r rNololRinsnNconRONiv1 F (�n • � I -, . . NOT VAUO UNTIL SI011F.0 BY LICENSEE ANO Or FICIALLY HEIGHT: FITAMrtc. On-SIONATUnE OF TI IF.COMMISSIONER ` DOB: 10/24/1952 � TIIIS 00CUMENT MUST RE —� --• - « SIGN NAME RI LULL ABOVE SIGNATURE I PIF. CAnnIEDON WEPERSONOF 7� 111E HOLDER WHEN F.N- MISSIOTJER OTIIEnS-ni(Im TNUMn PNNI r:AGEDINTIIISOCCUPATION. , {i I ' GALL O BSMT. FLR. EL . PRECA S T CONC :.,..,'... H- i 0 REINFOR ape .►.� A 40,a' 0-' �.'t ^�,i °fa, 1. SEPTIC TAN INSTALL ON LEVEL BA law AWZL97 2. 3. v�P Gaon a.c , 5. aeprre o q° TAMY LOT 1 90 6. t 7. cs+ / 8. \ )CdO 9. LOT $1 •�� :,. . .. ' • .. LOT 2 ,^ 65, 340±SF .245.00 '}e;,',+ "o::.�,• AWM f.mmv T6Zs%wiE Co. EAsemsVT ` PLOT .PLAN �':Ef��N..�,.,•.a,,.•�,.:._:}'.' .�:.!."t .S..:t'"1'A -i:a.y. •trt.a.,.,.Jam- � i'b _,,.. .. ,.?,' �- � . NOTES BUILDING DESCRIPTION: i EMALL FRAMTYPE BASIS s72Ei VM UDGM Haab WPITCH LEFT wort ' BLDG"A' 30 1 40 14 _ 1.042 D-110 Victgor Paliotto 9/11/03 1, ALL COLUMN BASE PLATES SET AT FINISHED FLOOR ' Wake by Rd Mar UNLESS NOTED, Marston Mills, MA 02618 RE, 1135 2. COLUMN -FOOTINGS AND PIERS MUST BE DESIGNED TO WA NINCc IN NO CASE V13ULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD TIR COPPER. BOTH LEAD AND Marston Mills, MA 02618 WITHSTAND H❑RIZONTAL AND VERTICAL REACTIONS. COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH REACTIONS ARE GIVEN IN KIPS (1 KIP = 1000 CBS). GALVALUNE STEEL PANELS, EVEN RUN—OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED, BASE CQIDITON SFEETIRD AAKET TTPE DISU.ATIDY G0 CR W"W_ ROT ROW.TYPE TIM WN YAW TYPE THICK VDIE 3. Legacy STEEL ASSUMES NO RESPOMSIBILITY OR e6 r. N wa-ftd • I V&L SCREvs * m¢CAPPED LIABILITY FOR FOUNDATI❑N, FLOOR, ❑R SLAB DESIGN TAPE SEAV TRDe Qff POP RIVETS AT SPLICES) WNBER ROOF( •12 z 11/4 , SMVA ROW( .14X7/A > AHM Bars The pre-engineered structural steel components for the [XJ es rA '►*""� 3/4' RW WKM„ALL(•12.1 > STITCH VM-L(0+4•Tro , Y°1 above referenced project has been designed In accordance OR CONSTRUCTION. r p E6 r. ue.e. a»e m.D EAVE RAT TO RW. ""t" RAT TO VALU smtH C� p j g BY rAaDDG with the order documents and In general accordance with vARRARM 26 rA GUtTax LTmLK TO MIT, 2711C1 WrFER stems t*�' the latest procedures and design criteria of the 4. THE DESIGN OF HAIRPINS ❑R TIE RODS TD. CONTROL THE Iw 90 YEsw zs De mwa. awn TRIM f"TCH RAKE A1t1E. ,clam o p g HORIZONTAL FORCES SHOWN IS NOT FURNISHED BY Legacy M YR RIB IYES I W IS r- VAd fb»a catw A CgM ADB mi&PEATUREs. following Specifications, STEEL, Bo YR YES w as rA a.e.ara e�• ACCESS, 1. AISC Specification for the Design of Structural Steel 5. ALL ANCHOR BOLTS INCLUDING NUTS AND WASHERS FOR for Buildings, 1989 Edition SAME ARE NOT FURNISHED BY Legacy STEEL. BOLT 2. AISI Specification for the design of cold-Formed Steel LENGTHS SHALL BE DETERMINED BY THE FOUNDATION Structural members, 1986 and 1989 Edition. DESIGNER. MATERIALS SHALL CONFORM TO ASTM A307 OR 3. AISC Serviceability design considerations for Low Rise EQUAL. Buildings, 1990 Edition. 6. ALL FRAMED OPENINGS ARE TO BE FIELD LOCATED & The structural analysis has been based on the FRAMED OPENING ANCHORS ARE TO BE FIELD DRILLED. following criteria: ALL JAMBS SET AT FINISHED FLOOR UNLESS NOTED. SEE 'TYPICAL FRAMED ❑PENING DETAILS' DRAWING FOR 1. Building Code: IBC 00 ANCHOR BOLT LAY❑UT, WHEN F. ❑. IS IN MASONRY, 2. Roof Live Load, 20 psf Reducible: THE MASONRY OPENING SHALL BE F. 0. WIDTH PLUS 6'. 3. Roof Snow, 25 psf DRAWING INDEX 4. Roof Dead Load, 2 psf, plus frame weight 2 1/2' 2 1/2' 5. Wind Loading: Wind Speed = 115 mph Exposure = C Building is Closed SEE PLAN FOR ADDITIONAL N❑. TITLE 6. Seismic Zone: - BOLT SPACING, IF REQUIRED. 7. Collateral Load: 0 psf 1 DRAWING CERTIFICATION = 8. Building End Use: o o . 2 ANCHOR BOLT PLAN Our responsibility is limited to the structural performance w of the pre-engineered components as designed and supplied C3 W O " O ' 3 REACTIONS by Legacy Steel, Inc. using the specification 4 ROOF FRAMING and .load criteria described above. Legacy Steel, Inc. 0 o Z 4 0 o cannot and will not guarantee the performance ' 5 SIDEWALL ELEVATI❑N c, W a of any components subjected to field modifications N Q- 6 E N D W A L L ELEVATION not endorsed by Legacy Buildings Engineering Service, 7 RIGID FRAME or any component subjected to loads other than PERIMETER COLUMN DETAIL those described In the foregoing. 8,9 DETAILS BASE ANGLE OR GIRT 3/16' X 1 1/4' (MIN) ANCHOR. 2'-0' O.C. ' NOT BY BLDG. MFGR. LINER PANEL IF REQUIRED. �101i 13Y OTHERS FINISHED FLOOR OR TOP OF WAINSCOT OR OR CURB. c i CHAND A P. u' OUT OF STRUCTURE WAINSC❑T ❑R CURB, IF REQUIRED. AND CONCRETE f o sTRUCi AL .4 BASE DETAIL 003 ' y' s , NO, DESCFMgM BY DATE 04M DATE GY J r CUSTOMER VICtgor Pallotto LOCATION Marston Mills, MA 02618 169%D.II.s Pk y.Ste.107 • Does,TX 75e4B CUSTOMER P.D. SCALE N.T.S. DRAWING NO. FT Pno.e.Bean,I2D-4115 •F—asm 267-%6 BUILDING USE JOB NO.1135 1 OF 9 CaO � Coakeb`y`Rc�`. m �1 oa81a a3 p� ¢�J Dr rd� n ANCHOR BOLT SUMMARY ----- ---- ----- ----- 1 "0' OUT-TO-❑UT OF STEEL 3 lMt Loa Dn? P�inJ ----- ---- ---- - ---5-- 2 O B DJ 1/2' 3.00 20'-0° 20'-0' N 24 EV 3/4' 3.00 -- m a RF 3/4' 3.00 ® 6 WE 1' 100 a v N 1 1/2' t A.. E . . A .. C ■■ I 00 D 1 0 1 � I M o - J W W F— La. � D O o 0j Ul .. I pq B Pa a .. ca B t- I to N O a O o I v O zo I 1 M � � l C �&--ml A„ o . A t E o D D a �� F A 11 1/2" 1 i/ i iu c` � 0. '.101-01 v.�, 1 i :C L 20'-0' 20'-0° kJ0 € . 2, 3 Q ANCHOR BOLT PLAN NOTEi All Base Plates @ 100'-0' (U.N.) o Dla= 1/2' „ anax ANCHOR BOLT PLAN ® Dio= 3/4" J f CUSTOMER Vlctgor Pnllotto LOCATION Marston MRls, MA 0261E ® Dla=i` 16990 D",pLfo­x m V), DAm n 7SM CUSTOMER P.O. SCALE N.T.S. DRAWING NIL Ph"am aria •r—(old 267-I a BUILDING USE � JpB NQ 1135 2 OF 9 I Dia= 3/4' P Dia= I' 1 NOTES FOR REACTIONS Q Q o� O� �. COLUMN LINE 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 90 9� 2.Positive reactions are as shown In the sketch. Foundation loads are In $� opposite directions. 3.Bracing reactions ai a In the plane of the brace with the H pointing away ® ® from the braced bay. The vertical reaction Is downward. 4, 4.Building reactions are based on the following building data' Width (ft) = 30.0 Length (ft) = 40.0 ® ® ® 2' Eave Height (ft) = 14.0/14.0 4, m Roof Slope (rise/12 )= 1.0/ 1.0 Dead Load (psf ) = 2.0 21 Collateral Load (psf =) 0.0 EW Live Load (psf > _ 20.0 1'-4' Snow Load (psf > 25.0 2' �• Vlnd Speed (mph > = 115.0 1 i/2° EW Wlnd Code = IBC 00 H H Exposure = C Closed/Open = C ?I2� 1 1/2• Importance - SVindeismic = 1.00 V Y Importance - Selsmlc= 1.00 FRAME LINE Seismic Coeff (Fa;Ss)= 0.05 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 8 BASE PLATES DETAIL A DETAIL E 5.Loading condltlons are, 1 DL+CO+LL --Column Reactions (k )------- - DIa= 3/4° Q 2 DL+CO+0.75LL+0.75VL1 Frm Col Load Hmax V Load Hmin V Anc Bolt Base Plate (in) Grout p 3 DL+CO+0.75LL+0.75VR1 Line Line Id H Vmax Id H Vmin No D(In> Wid Len Thk n 4 0.60DL+VL2 --- ------ -- ------ ------ -- ------------ --- ----- --------------- ----- 5 0.60DL+VR2 2 A 3 3.3 4.9 4 -4.4 -4.7 4 0.750 8.000 12.50 0.375 0.0 6 0.60DL+LnVndL 1 2.6 10.5 6 1.1 -8.8 8 DL+CD+LL+VS 2 C 5 4.4 -4.7 2 -3.3 4.9 4 0.750 8.000 12.50 0.375 0.0 9 0.60DL+VP 1 -2.6 10.5 7 -1.1 -8.8 10 0.60DL+VLI+VS Il 0.60DL+VRI+VS RIGID FRAME, BASIC COLUMN REACTIONS (k > ANCHOR BOLT SUMMARY From Column ---Dead---- -Collateral- ----Live---- --Vlnd_LI--- --Wtnd-Rl--- co Vi 4' Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 A 0.23 1.12 0.00 0.00 2.32 9.37 -3.95 -8.67 1.71 -4.34 -4.53 -5.37 _____ 2 C -0.23 1.12 0.00 0.00 -2.32 9.37 -1.71 -4.34 3.95 -8.67 -1.13 -1.04 EW Ont Loc Dla Prof Frame Column --Wlnd_R2--- -Selsmlc_L-- -Selsmlc_R-- ---Live_R--- --LnWlnd_-L-- --LnWind_R-- (in) (ln> Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ----- ---- ----- -_-__ 2 A 1.13 -1.04 -0.01 -0.01 0.01 0.01 1.16 2.18 0.98 -9.50 0.71 -8.04 i 1/2' O e DJ 1/2, 3.00 2 C 4.53 -5.37 -0.01 0.01 0.01 -0.01 -1.16 7.20 -0.71 -8,04 -0.98 -9.50 2° 2° 0 24 EV 3/4' 3.00 Bl 8 RF 3/4' 3.00 See- Pion 1 ® 8 WB 1' 3.00 ENDWALL COLUMN! REACTIONS, ANCHOR BOLTS, & BASE PLATES DETAIL B --- -----------------Column-Reactions (k )------------------ Out-Of-Plane -------------------------- Dia= 3/4' Frm Col Dead Colt Live Wind-Left Wind-Rlght Wd P Wd S Anc. Bolt Base Plate (In> Grout _- Line Line--- -Vert Vert-Vert Horiz Vert Horiz Vert Horiz Horiz N-D--(in -_ Wid- Len--Thk- -(in) - 1 C 0.3 0.0 2.0 0.0 0.1 1.4 -3.1 -1.0 1.1 4 0.750 8.000 8.000 0.380 0.0 1 B 0.4 0.0 3.7 1.4 -4.0 0.0 -1.6 -2.2 2.4 4 0.750 8.000 12.00 0,380 0.0 1 A 0.3 0.0 2.0 0.0 -1.9 0.0 -1.2 -1.0 1.1 4 0.750 8.000 8.000 0.380 0.0 3 C 0.3 0.0 2.0 1.4 -3.1 0.0 0.1 -1.0 1.1 4 0.750 8.000 8.000 0.380 0.0 3 B 0.4 0.0 3.7 0.0 -1.6 1.4 -4.0 -2.2 2.4 4 0.750 8.000 12.00 0.380 0.0 N 3 A 0.3 0.0 2.0 0.0 -1.2 0.0 -1.9 -1.0 Ill 4 0.750 8.000 8.000 0.380 0.0 4° ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES ® 0 - ~ 4' --- ------ --------Column Reactions (k )------- --------- ---------------------- �- Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Line-Line llot --H--- Vmax Id H---- - - Vmin No D(in) Wid Len Thk 6n) --- -- -- - -- --- ---- -- ----- ----- ---------- ----- 8° 1 A 8 1.1 2.2 9 -1.0 -1.7 4 0.750 8.000 8.000 0.380 0.0 °2 2' 10 1! -1.8 SW 1 B 8 2.4 4.1 9 -2.2 -3.1 4 0.750 8.000 12.00 0.380 0.0 1 0.0 4.1 i 1/2' I C 8 1.1 2.2 9 -1.0 -1.77 4 0.750 8.000 9.000 0.380 0.0 11 1.1See Pian 3 C 8 1.1 2.2 9 -1.0 -1.7 4 0.750 8.000 8.000 0.380 0.0 1 0.0 2.2 10 1.1 -1.8 DETAIL C 3 B 8 2.4 4.1 9 -2.2 -3.1 4 0.750 8.000 12.00 0.380 0.0 Dia= I/2' A cc 3 A 8 1.1 2.2 9 -1.0 -1.7 4 0.750 8.000 8.000 0,380 0.0 1 0.0 2.2 11 1.1 -1.8 Z o o BRACING REACTIONS, PANEL SHEAR ;, tir fr�j�� I� 31�� .y 0 m Reactions (k > Panel F-" �l � Wall Cot Wind Seismic Shear f•``=' >s'�i'=,�!�� G U Loc Line Line Harz Vert Horz Vert (lb/ft) cP w W CLR OPENING 13`l ---- ---- ----- -------- ---- ---- �7( � N:AN IA m{ L_EW 1 B 1.0 0.9 0.0 0.0 i O o COLUMN (USE (2) 1/2' DIA EXPANSION C 1.0 0.9 0.0 0.0 �4' ° BOLTS PER COLUMN) F-SW C 1 ,2 2.0 1.2 0.0 0.0 p? a R-EW 3 C 13 0.9 0.0 0.0 0 FINISH B_sw A e ,l 20 0. o0 °0.0 ?• c 2° FLOOR GIRT DEPTH + 2" �. SW 1 1/4' 1 .�` ANCHOR BOLT SECTION A See Ptan I t 'C 4 (RECOMMENDED) OVERHEADDETAIL D TYPICAL COLUMN BASE PLATE DETAI_ TYPICAL FRAMED OPE ING DOOR 16 IV �� ph DETAIL �j ANCHOR B EI L T PLAN J1 CUSTOMER Vlctgor Pallotto LOCATION Marston Mills, MA 02618 16996 Da.Pw*..r M.nt a.0m n 75248 CUSTOMER P.O. SCALE NJ DRAWING NO. wvr.w 4m4Ma •rem fsra 267-M BUILDING USE lOg Np 1135 3 OF 9 MEMBER TABLE ROOF PLAN MARK PART LENGTH 1 3 P-1 08Z060 21'-10 1/4' 40'-0° BL TO BL P-2 08Z060 21'-10 1/4' E-1 08E076 19'-11 1/2' 2 E-2 08E076 19'-11 1/2' 20'-0' 20'-0' CB-5 CAA- 21'-3' CB-6 CAA- 21'-4' A E-2 RF1-1 E-1 wl Iw I I P-1 (Typ) P-2 (Typ) o _ l o N Q ( I Q w L � c o = I G2 I ER-1 RF1-2 ER-4 l l S f I N( Q2 (N UI lU W I (Li l P-2 (Typ) P-1 (Typ) I I 4P�gt� of p WANDER P. yG I ER-2 RF1-2 ER-3 I \A y v� r I I ROOF N GENERAL NOTES I 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: I I ROD CABLE I •6 RDB- = 5/8" ROD CAA- = 1/4' CABLE RDC- = 3/4" ROD CAB- = 3/8" CABLE I I� RDD= = 7/8" ROD CAC- = 1/2" CABLE I RDE- = 1" ROD U I I W RDG- - 1 1/4" ROD LJ C E-1 RF1-1 E-2 2. PURLIN AND EAVE STRUT CONNECTIONS UTILIZE BOTH A307 AND A325 BOLTS. REFER TO THE DETAILS PURLIN 1/?T' FOR SPECIFIC USAGE REQUIREMENTS. LAP V-10 1/2' 3. THIS DRAWING IS NOT TO SCALE. ROOF FRAMING PLAN n in .,< .,E ROOF FRAMING J (— CUSTOMER Victaor PnUotto LOCATION Marston 1911s, MA 02618 hb*tx 7" CUSTOMER P Q SCALE N TS DRAWING NO. qor Me 4b•F-MD 2P-M BUILDING USE JOB NIL 1135 4 OF 9 TRIM TABLE FRAME LINE C & A OID PART LENGTH DETAIL 1 0CA01 20'-2" 2 MFB01 10'-1" TRIM_7 3 RCM01 10 7/8' TRIM-900 4 ECM01 8 7/8' 5 ECM02 8 7/8' 6 LEA01 10'-2" TRIM-5 7 CTA01 10'-1" TRIM_5 1 3 3 1 8 CCA02 12'-1" TRIM-19 40'-0' OUT—TO—OUT OF STEEL 40'-0' OUT—TO—OUT OF STEEL_ 9 JTA04 12'-1" TRIM—11 10 CCA01 10'-1" TRIM-19 2 2 1 11 1 HTA04 1 10'-2" 1 TRIM 14 20'-0' 20'-0' 20'-0' 20'-0' MEMBER TABLE ' FRAME LINE C & A MARK PART LENGTH DJ-3 J08C060 13'-4" DJ-4 JOSCO60 13'-4' I6 E-1 E-2 3 I6 I6 E-i E-2 16 DH-1 J08CO60 10'-0' E-1 08E076 19'-11 1/2' E-2 OBE076 19'-11 1/2' DH-i 3 `D G-3 08ZO60 21'-3 1/2' G-4 OBZ060 5'-11 3/4" -3 G-4 G-5 o G-3 G-6 o G-5 08Z060 4'-7 3/4' t t G-6 08ZO60 21'-3 1/2' �— �— a', CB-3 CAA— 17'-10`' -4 G-5 G-3 G-6 CB-4 CAA- 21'-2° 6 3 MAR02 M MAR02 3 0-If - - -- - - —1- - - I — 1- - - -- -� — � - - - - - - -- - - - I - - - - - -�- - - EC-3 RF1-1 EC-4 EC-5 RF1-1 EC-1 GIRT V-3 3/4' 1 -5'-00- 10'-0' r, S'-0°m] LAPS 3 3/4' GIRT i'-3 3/4` SIDEWALL FRAMING: FRAME LINE A LAPS �1-3 3/4' SIDEWALL FRAMING; FRAME LINE C f_HA.ND;7R P. G MAN, m STRUCT `RAL 4 ❑ a a ❑ ❑ ❑ 0 0 1 I I SIDEWALL I AN � I I GENERAL NOTES 1. STD, ROD/CABLE SIZES PER PART PREFIX ARE- C') M (') M C7 co C') m m �(') ('M M 'm (n m M M M M m m M m ROD CABLE RDB- = 5/8' ROD CAA- = 1/4' CABLE 9 9 I I RDC- = 3/4' ROD CAB- = 3/8' CABLE RDD- = 7/8' ROD CAC- = 1/2' CABLE RDE- = 1' ROD — — RDF- = 1 1/8' ROD RDG- = 1 1/4' ROD 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING SIDEWALL SHEETING & TRIM; FRAME LINE C SIDEWALL SHEETING & TRIM: FRAME LINE A OF GIRT WEBS TO ALLOW FOR BRACING, PANELS: 26 Ga. CW - Undefined Color A PANELS: 26 Ga. CW - Undefined Color A 3, FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. 4. THIS DRAWING IS NOT TO SCALE. RL D111 0111 LITE SIDEWALL FRAMING Jr CUSTOMER Vlctgor Patiotto LOCATION Marston Mitts, MA 02618 CUSTOMER P.Q SCALE N T.S. DRAWING Na 16991 hOn.prMeri S*.m OeOw ii 746 twr mom maa •fw CM 267-VM BUILDING USE JOB Na IIJ3 5 OF 9 TRIM TABLE FRAME LINE 1 & 3 OID PART LENGTH DETAIL 1 CCA02 12'-1' TRIM-19 2 JTA04 12'-1' TRIM-11 3 CCA01 10'-11 TRIM-19 4 HTA04 10'-2' TRIM_14 5 OCA01 20'-2' A C C A 6 MFB01 10'-11 TRIM_? 30'-0' OUT-TO-OUT OF STEEL 30'-0° OUT-TO-OUT OF STEEL 7 RTM01 10'-11 TRIM802 8 PBM01 1'-11 5/16' TRIM_803 B B BOLT TABLE: FRAME LINE 1 & 3 15'-V _ 15'-0' _ 15'-0' 15'-0' LOCATION QUAN TYPE DIA LEN ER-1-ER-2 8 A325 1/2' 2` ER-3-ER-4 8 A325 1/2' 2` Jamb 4 A325 1/2' 2' MAR01 � o MARO1 19 °�i° C — D 2 19 — — C 112 Ql C — — — C 112 MEMBER TABLE . ER-1 ER-2 B1 ER-3 7" ER-4 BI FRAME LINE 1 & 3 I — — — — — — — — —— — — — — — MARK PART LENGTH it EC-1 W08S076 12'-9 1/4` EC-2 W12SO76 13'-10 15/16'9 DH-1 I ;D I 2 I � EC-3 W08S076 12`9 1/4' 1 EC-4 W08S076 12'-9 1/4' `a iD I I `0 EC-5 W08S076 12`-9 1/40 4 G- G-2 I o ( G-2 G-2 I ER-1 W08SO86 1.4'-11 7/16' �I r, ER-2 W08S086 14'-11 7/164 01 f o N 1 i °l ER-3 W08S086 14'-11 7/16° ` ER-4 W08S086 14'-11 7/16` 1'' I A 3 A �6-1 G-2 �'� I �' M I � ,'Z G-2 c G-2 ill DJ-1 J08C060 12'_G 7/16' L G �j DJ-2 J08C060 13 4 7/16 it r F DH-1 J08C060 10'-00 3 I m g I ON G-1 08Z060 1'-10` A-]_ _ _ _MAR02 i� i*> t� __ M — _ _ _ _ Q G-2 08Z060 13`-0` 7 7 C 7 �J- - CJ 7 - - -- - - - �- - CJ CB-1 CAA- 15'-9' EC-1 EC-2 EC-3 EC-4 EC-2 EC-5 CB-2 CAA- 16'-6 i FLANGE BRACE TABLE 1.0 -0' -6` ENDWALL FRAMING, FRAME LINE 3 F„ ', FRAME LINE 1 & 3 DID MARK LENGTH s 3 FBJ36 3'-0° J7 cl0 , ti ENDWALL FRAMING FRAME LINE 1 � >.x,��- �" CONNECTION PLATES �;'�' Ia�, ' ,, FRAME LINE: 1 & 3 1 o STrR11C U ❑ID MARK/PART �o. a 1 EWA01 2 NCR03 3 JCSOi �0 O ENDWALL RAMING PLAN �„ R1 GENERAL NOTES O1. STD, ROD/CABLE SIZES PER PART PREFIX AREA ROD CABLE RDD- = 7/8' ROD CAC- = 11/2' CABLE RDE- = 1' ROD RDF- = 1 1/8' ROD RDG- = 1 1/4' ROD i 2 lO 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. WILL ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL SHEETING & TRIM; FRAME LINE 3 3 REQUIRE FRAMEDOFELIDGCUTTING ❑FCATED GIR SWHICH AELA DO SHEETING. PANELS: 26 Ga, CW - Undefined color A PANELS: 26 Ga. CW - Undefined color A 4. THIS DRAWING IS NOT To SCALE. ry �h arz ENDWALL FRAMING Jr CUSTOMER Vlctgor Pollotto LOCATION Morston Nllls, MA 0261E ISM D.ms w�Ar M� Wli n 7" CUSTOMER P.a SCALE N.T.S. DRAWING NQ Ph—mom 42W6/0 •rw(m 267-ml BUILDING USE JOB NIL 1135 6 OF 9 SPLICE BOLTS MEMBER SIZE TABLE (In) S lice To Of Plate Bottom Of Plate PIECE WEB DEPTH WEB PLATE ❑UTSIDE FLANGE INSIDE FLANGE p START/END THICK LENGTH W x T x LEN W x T x LEN Mark Qnt T Dia Len Qnt T Dia Len _ RFl-i 12.0/12,0 0,125 161,0 5 x 1/4' x 160.0 5 x 1/4' x 146,1 Sp- 1 4 A325 0,500 2,00 4 A325 0.500 2.00 5 x 1/4' x 20,0 Sp- 2 4 A325 0,500 2,00 4 A325 0,500 2.00 RF1-2 12,0/12,0 0,125 1602 5 x 1/4' x 159.2 5 x 1/4' x 159,2 OFLANGE BRACES, Both Sides(U.N,) A - L2525105 RGI 01 " 5 1!4" 15`-0 1I2 IS'-0 1/2° 5 1/4- 26 Ga. CR, Galvalume 3-8 5/8' 3'-$ 5/80 �l. l��. 12 FBC30 (1) TFBCOACII)i 12 FBCQ(1)-———— — ooy —— 0 — aoQ —— — — — — F BC30A�(i) I (L1 RF1-2 RF1-2 CL CL %D I I r, a o I C o , CDM Ku C7w �DW I -,LJ 1 (j I Cn I �uU I I ' I I any,-n 8' i'-0 1/2' 26'-7' 1-0 1/ 8` CLEAR — � `�' 114 30'-0' OUT-TO-OUT OF STEEL �fY � AL RIGID FRAME ELEVATION FOR FRAME LINE 2 RIGID FRAME ELEVATION J (— CusTOMER Vktgor Fnlbtto OC LATION Marston NRLs, NA 02618 wM Dam pwk. M p kw%n 7" CUSTOMER P,EL SCALE N.T.S. DRAVING Na Hvr {36e •ro oio ear BUILDING USE JOB NO.1135 7 OF 9 TYPICAL WASHER STD. 1/2' A307 GIRT LAP BOLTS REQUIREMENTS ERECTOR NOTE BOLTS MK. H0500/ NOT SHOWN FOR - - RAKE ANGLE (L.LV. WASHERS H0200 CLARITY. PURLIN FLANGE BRACE OPPOSITE SIDE ) (UNLESS NOTED OTHERWISE ON DRAWINGS) REQUIRED WHERE INDICATED MK.FASTENER N ERECTION DWGS. AS "NS & FS" FASTENER MK. H1020 BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS OUTSIDE FLANGE PURUN WASHER NOTE: AT EACH SUPPORT WASHERS ARE REQUIRED ON BOTH SIDES OF MATERIAL IF 1 2 X 2" A325 BOLTS WASHER SLOTS ARE USED ON BOTH - ARE REWD FOR BOLTING NUT SLOT SIDES. SECOND LAPPED H0603 BOLT FLANGE BRACES. SHOP WELDED CLIP GIRT H0300 NUT � BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS H0200 WASHERS / FLANGE BRACE THIN HEAD 1/2' BOLT BOLTED OR FLANGE BRACE H0300BNUT MARK FB WASHER ONE WASHER REQUIRED ON MK. H0515" WELDED MARK FB H0200 - - - - - - - - - - SLOTTED SIDE ONLY. (NO WASHER REQ'D) CUP RAFTER NOTE: WASHERS NUT HOLE COLUMN - FIRST LAPPED � 1/2 X 2" A325 H0603 BOLT GIRT �� BOLTS ARE REQ'D H0300 NUT FLANGE BRACE FBJ_. BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS STD. 1/2" A307 H0603 BOLT FOR BOLTING H020p FIELD BEND FOR PROPER NUTS MK. H0400 FLANGE BRACES. WASHERS FIT UP. USE (2) 1/2" X NO WASHERS ARE REQUIRED H0300 NUT 2" A325 BOLTS H0603/ WHEN SLOTS ARE NOT USED. H0200 WASHERS NUTS H0300. NUT HOLE FLANGE BRACE OPPOSITE SIDE _ " WALL GIRT SEE PLANS FOR MK. REQUIRED WHERE INDICATED (OR 3'-6") RAFTER AND LOCATIONS. WASHER PART NUMBERS LAPPED GIRT DETAIL ON ERECTION DWGS. AS "NS & FS" �� THE THIN HEAD 1/z" A307 BOLT MUST BE INSTALLED TYP FLANGE BRACE Ca? PURLIN & RAFTER TYP FLANGE BRACE @ BU COL & GIRT PURLIN TO SINGLE "C" RAFTER A5 H0200 - 1/2' FLAT WASHER H0240 - 1' FLAT WASHER c o USE (4) 1/2" X 1 1/2" A307 H0210 - 5/8' FLAT WASHER H0250 - 1 1/8' FLAT WASHER INTO THE FIRST GIRT AND CUP OF A LAPPED CONDITION. H0220 - 3/4' FLAT WASHER H0260 - 1 1/4' FLAT WASHER THE BOLT/NUT ASSEMBLY MUST BE WRENCH TIGHT PRIOR NOTE: SEE PLANS AND ELEVATIONS FOR 8 NOTE:SEE PLANS AND ELEVATIONS FOR BOLT H0500/NUT H0400 H0230 - 7/8' FLAT WASHER TO THE SECOND LAPPED GIRT BEING INSTALLED. If FLANGE BRACE PART MARKS `� FLANGE BRACE PART MARKS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SIDEWALL DIE FORMED RIDGE CAP TAPE MASTIC H3000 SHOP WELDED CLIP FORMED RIDGE CAP I MK. RGA_ RAKE TRIM SYMMETRICAL ABOUT MK. RGA01 I TUBE CAULK CLIP COLUMN K. SHOP WELDED 1 4 1 �� TO COLUMN COLUMN H1030 I I 3" -4" (SEE ROOF 1 _ _ ERECTION NOTES POP 3/4" TAPE FOR SPACING) t RIVETS r - OrO o, MASTIC 1 ERECTOR NOTES: t t RAFTER ENDWALL 1 © I O I 0 I 1 MK. H3000 11. INSTALL DIE FORMED (ti{ o RIDGE CAP TO STEEL t L© I ©j w L 1UNE. t - - - 2 INSTALL RAKE TRIM NOTE: FASTENERS MUST FROM PANEL OVERHANG ROOF ENGAGE STRUCTURAL I(SAVE) TO THE END OF BOLTS, 0.50' PANEL SUPPORT MEMBER FOR I THE PANEL (RIDGE). H1050 BY 1.50' 1'-4" J AN EFFECTIVE SEAL 13. , PREP FOR PEAK PEAK BOX BETWEEN RIDGE CAP 1BOX PLACE 300 TAPE MK. PBM_ " GIRT ANGLE MK. MAGO1 AND PANEL. MASTIC MK. H O0D OVER CONNECTION W/(2) H1020 ENDWALL PURUN iRAKE TRIMS THE LENGTH OF THE PEAK BOX, (2) BEADS OF TUBE CAULK PLATE 1MK. H3152 ON BOTH SIDES OF THE RAKE TRIM & ON THE PEAK BOX TAB. t + 14. USE (3) POP RIVET'S MK. H1100 TO FASTEN ONE SIDE OF THE PEAK ENDWALL COLUMN �� I BOX TO THE OTHER SIDE'S TAB. (ONE SHOWN,TWO FLUSH GIRT @ INTERIOR BAY COL. /i-.� � CORNER GIRT DETAIL 5. NEXT PLACE PEAK BOX OVER TRIMS AND FASTEN TO ROOF, TRIM AND MAY BE USEW L`1 V`t RIDGE DETAIL WITH —2:12 SLOPE 1 O USE (4) 1/2" X 1 1/2" A307 USE (4) 1/2" X 1 1/2" A307 1 WALL PANEL USING (12) H1050 SCREWS. B 1 ENDWALL RAFTER T❑ COLUMN BOLTS H0500/NUTS H0400 BOLTS H0500/NUTS H0400 ROOF W/ DIE FORMED RIDGE CAP TRIM_803' PEAK BOX DETAIL SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS ' , ERECTOR NOTE: AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4- THIN HEAD BOLT H0515/NUT H0400 MUST BE USED TO 4 1 4" 8" & 10" GIRTS 1 1 2" m 1 1 2" PURLIN LAP PURLIN LAP ATTACH THE FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT a �y , a a a / SEE PLAN SEE PLAN ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE LAPPED 5 1 8" 12" GIRTS d GIRT BEING INSTALLED. REFERENCE THE STANDARD "LAPPED 12" COLD-FORMED - GIRT DETAIL' FOR MORE INFORMATION. o iv 8" COLD-FORMED }1• _ RAFTER FRICTION CUP CLIP °� RAFTER _ 0 Oe Oe OO i MK. JCP02 ® 8" EQ SHOP WELDED i a ¢ a _ - �' _ _ I 1 COLUMN MK. JCP01 ® 10 1 TO JAMB - - • I© 01 ©1 - - T - - MK. JCP03 ® 12" 4"/8" `-_ SHOP I :r a eo WELDED CLIP GIRT CLEAR OPENING I FRICTION CLIP CLEAR OPENING --iy PURLIN I SHOP WELDED I MK. JCA02 ® 8" — If CLIP - - ! EO MK. JCA01 0 10" iv iq N 11 (2) 1 tSR'�c O O1 STEEL LINE 1 _.� kA ENT TO H0603J " STEEL LINE A --- A325 BOLTS 603 11 10 O HM 0 0 i I I SLAB BY OTHERS) NUTS H0300 �� I I DOOR JAMB DOOR JAMB / �r� RAFTER ENDWALL COLUMN ' 1. GIRT LAP GIRT LA P ST+U SEE E EVA ION SEE ELEVATION .IAMB TO FINISH FLOOR CONN E8 JAMB TO FINISH FLOOR CONN z E9 E.W. COL TO C.F. R o USE (2) 1/2' X 1 1/2" A307 ATTACHMENT TO SLAB BY OTHERS o PURLIN TO INTERIOR FRAME RAFTER WALL GIRT TO COLUMN BOLTS H0500/NUTS H04110 U 2 H 2 SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WAS USE (8) 1/2"X 1 1/2" A307 EOLTS USE (7) 1/2"X 1 1/2" A307 BOLTS H0500/NUTS H0400 H0500/NUTS H0400 �r SEE ERECTOR NOTE FOR TYP, WASHER REQUIREMENTS $ SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS {F�m m n�fIDi rr DAN MM MIX ? WPG� s� Detail Page J f- CUSTOMER Victgor Pallotto LOCATION Marston Mills, MA 02618 uo.+war see D."n 75M CUSTOMER p,rL I SCALE N.TS. DRAWING NO. nor.®m Ra+IQ r-WD 267-M BUILDING USE JOB NO.II39 8 OF 9 BOLTS REQ'D ONLY AS SHOWN, BOLTS REQ'D ONLY AS SHOWN, (2) H1020 NOT ® ALL HOLES. NOT ® ALL HOLES. (1) PER END CUP MAH_ SHOP WELDED 4" TO HEADER JAMB SEC. A � EAVE STRUT CUP CLEAR OPENING SHOP WELDED TO HEADER P - SFC DOOR JAMB ® i ® 3• �- L� DOOR HEADER GIRT CAE FIER PLATE DOOR JAMB EW RAFTER GIRT TO JAMB CONNECTION , SECTION ELEVATION HEADER TO JAMB CONNECTION ►A z EAVE STRUT TO ENDWALL RAF�H�ID�T200� o EAVE STRUT TO RIGID FRAME J2 USE (2) 1/2" X 1 1/2• A307 USE (2) 1/2" X 1 1/2" A307 IVIJ USE (2) 1/2" X 2" A325 BOLT H0603/NUTUSE (4) 1/2" X 2" A325 BOLT H0603/NUT H0300 BOLTS H0500/NUTS H0400 L3D❑❑R JAMB T❑ EAVE STRUT BOLTS H0500/NUTS H0400 (U.N.O.) SEE RECTOR NOTE FOR TYP. WASHER REQUIREMN SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS ' BRACE FLOOR A325 A325 5 1/4• NOTE 1 BRACE TYPE TURNBUCKLE CLEVIS ANCHOR BOLT NUT END OF ROOF PANEL STEEL LINE "CLASSIC FILLER TRIM MK. MFB51 CABLE ANY m H0730 BCSO4 BCCOt H0640 H0330 WALL" SHOWN IS yM REQUIRED 5 8" 0 ROD H0710 BCS02 BCCO1 H0640 H0330 060 WHERE START FINISH DIM. H1 IS LESS THAN OR EQUAL 3 4" 3 ROD H0720 BCS03 BCCo1 H0640 H0330 INSIDE PANEL CLOSURE 12" O.C. TO 3 1/2 SEE ELEVATIONS 7 8" 0 ROD H0730 BCSO4 BCCO1 H0640 H0330 WALL PANEL 1' 4 ROD HU140 BCS05 BCC01 H0640 H0330 m} MK, TAPE MASTIC MK. HM410 WITH 3/4" m N z 4 MK. H3000 TAPE MASTIC (MK. H3000) GIRTS 1 1 8" 0 ROD H0750 BCL01 BCCO2 H0660 H0340 p p TOP AND BOTTOM WEB OF 1 1 4" 0 ROD H0760 BCL02 BCCO2 H0660 H0340 0 BASE ANGLE MK. a "CLASSIC" ROOF N g COLUMN OR 0- MAR02 (S.L.V.) z a RAFTER BRACE ROD o o W OTE i (OR EYEBOLT IF CABLE ASSY) N w CABLE ASSEMBLY -� a 1/4 0-MK. CAA_ TURNBUCKLE �•. POWDER-ACTUATED PIN, z H1060 H1030 FASTENER (SEE N Z5 3/8 0-MK. CAB_ r p Z CONCRETE NAIL OR a FASTENERS THE CLASSIC ROOF Vy o t/2 0-MK. CAC / EQUIVALENT AT 3'-0" 1 ERECTION NOTES BRACE CLEVIS �• O.C. (NOT SUPPLIED) 2" O.C. DETAIL FOR SPACING) � OUTSIDE NOTE 1 "CLASSIC WALL- 17/8- 0 HILLSIDE WASHER MK. H0930 BRACE CLEVIS T-CLIP pa SIMPLE EAVE CAP TRIM MK. CTA01 CORNER 7/8" 0 FLAT WASHER MK. H02.0 (SEE ANCHOR BOLT PLAN FOR m p TRIM MK. LEA01 MK. OCA01 START/FINISH H1040 EA SUPPORT 7/8" 0 A307 NUT MK. HO430 ANCHORING REQUIREMENTS) a EAVE STRUT DIMENSION H1060 12' O.C. FI IS ED F Q0�. WALL PANEL SEE PLAN RIB BETWEEN SUPPORTS WEB OF COLUMN OR RAFTER Na HE.,-�,O i„ SIMPLE EAVE DETAIL OUTSIDE CORNER DETAIL CABLE BRACE DETAIL DIAGONAL BRACE TO FLOOR ANCHOR n� BASE NOTCH DETAIL (WITH ANGLE) -rz o "CLASSIC ROOF" "CLASSIC WALL" Q (WEB TO WEB) �L � SEE WALL SHEETING ERECTION NOTES FOR WALL I `� o SEE WALL SHEETING ERECTION NOTES 'TRIM_5, 'TRIM-7' Y� PANEL FASTENER LOCATIONS o FOR WALL PANEL FASTENER LOCATIONS + START (SEE ROOF PLAN) "CLASSIC WALL" I z CCAO_ (8" CEE) $ RIB CRIB �.�I w CCBO_ (10" CEE) z "CRIB JAMB a CCCO_ (12" CEE) FIELD CUT GIRT HEADER I p AS REQ'D.V2" ,/_C { K 3/4" TAPE MASTIC r a (BETWEEN TRIM AND PANEL) FOR LINER PANEL u- RAKE TRIMK. H3000 DOOR / WINDOW H1040 FASTENERS p REFERENCE HEAD, SILL OR p MK. RTMOAT 6' O.C. ROOF PANEL OPENING JAMB DETAILS FOR TYPICAL o RAKE CAP cr �-1 TRIM PARTS AND ATTACHMENT 0" TO 3NOTE: FIELD CIIf HEAD TRIM - p o . :;. MK. RCMOl PANEL AS REQUIRED o J RAKE TRIM MK. HTA_ Z z w - H1020 AT EACH SUPPORT w WALL PANELS "CLASSIC WALL" w w a RAKE ANGLE (L.L.V.) CORNER PRIM JAMB TRIM MK. MARDI MK. JTA REFER TO SECTION 8.0 OF o p ERECTOR NOTE: a H1060 (6) POP RIVETS H1040 o IF LINER PANEL IS NOT p (12" D.C.) PURUN MK. H1100 & (4) F THE WALL SHEETING REVI). COVER MUST BE S 12" O.C. a FASTENERS H1050 � S' ERECT10IN MANUAL FOR ATTACHED WITH or WALL PANEL AS SHOWN - FURTHER DETAIL AND PANEL OUTSIDE PANEL CLOSURE 3� H1040 12" o.c. APPLY T 0..AND Is, G PREPARATION INFORMATION MK. H3400 ® "CLASSIC PANEL" RAKE CAP MK, CAULK T 1G� � cP MK. H3420 @ "ACCENT PANEL" ECM01 (LEFT TABS M Ids 2 II m MK. H3410 ® REV. "CLASSIC PANEL" SHOWN) P JAMB DETAIL HEADER DETAIL CHANNEL_ COVER DETAIL SCULPTURED RAKE DETAIL SIMPLE EAVE COR o "CLASSIC WALL' o "CLASSIC WALL" SILL SHOWN, HEAD AND JAMBS SIMILAR "CLASSIC ROOF" "CLASSIC ROOF' 'TRIM-1 1 0 'TRIM-14' $ 'TRIM-19' SEE WALL SHEETING ERECTION NOTES 'TRIM_802' SEE WALL SHEETING ERECTI _ 8 FOR WALL PANEL FASTENER LOCATIONS FOR WALL PANEL FASTENER L �� S . is n ah DIM mn �P�� Detail Page Jr CUSTOMER Vlctgor Pallotto LOCATION Marston Mills, MA 02618 ust�am•ter.m m mow n 75M CUSTOMER P.0. SCALE N.T.S. DRAWING N0. ft-cm emm •r-Wn 267-I b BUILDING USE JOB N0.1135 9 OF 9 , : . ILE - YS PGF T�'M :: . � R . -• WISH .GRADE OVER - C TANK. , - E ' - '' . . _ SEPTIC _ . .. _ NOT, TO SCALE _ - : ._ ;` � "GRADE.•=OVER"-: pc�.>� . FINISH._ FINISH GRADE ; TRENCHES' :9a O FINISH GRADE O VER . .,:;- � ► .. VARIES :D�sr,Box : . .-. . . Po,o � • /�. , / - -, _ ; , a l: t T ' a o - 1 .G ::, •. _ ., _.: . . _ ,, _: _.. - - - - :3 -•'DIFFUSORS.-- - TRENCH.L t J .. .k _ •. ;.. :.' . , -, -. OUTLET,. PIPE LEVEL .:. . ._ . l -.. . FOR 2 FT:MIN. - .,:.:, :,:. •:'.:•• ._•r• ♦, 0 • , R .r - - f.• .P.END d TEES. C. I. OR PVC - ., - CIOv: �7.00 .50 1 . s - pQ . ,. ., ,.. ;. - ,.. •... 'l. -_.,7 - '..,' : . � .� _ '. ,. . po t1e0•b•O OpOe ,. _ 0� •S•. .•• 3'• Q•i:P o°o•o 1 04 O DUTL E .r W :QIFFUS. 5_ ORS _ • �• FL D .. S GA - r.. _ . . . .: .. N BOX - , .... • . , SjR�BUTID - , ECA S T� E'ONCRE - , .. INS7ALL' ON LEVEL BASE _ - TR , •. • ,• 0 REINFORCE r. ., , . ENE' S7R18UtrON ;MIN-* f s/e ra coCOVER'. 3 R �SEC ION;DI -. :, NOTE.' EXCA VA TE TO EL E ' E�e LIN C TANK I. .. :' . , •, ._ ; ' ''. : SEP TI V ALL 'IMPERVIOUS.. ' LOWER TO REMOVE A � .•:PON - ►,..• •p, e• . •- .'INSTALL- ON LEVEL BASE MATERIAL BENEA TH THE LEACHING. AREA; .., '. . o 'r - � S. 3/4 1 1/ :•. WASHED . • . . �� gl /� � L .WITH - ••:,, � f,r.• - - Uv.�e.. S ( : REPLACE EXCAVATED :MA TERIA .... o. . -:. o.: .r► USHEO:STONE - ,- A`V�'L MECHANICALLY. , . _ .. O. :CLEAN CLA Y F EE, GR R COMPACTED IN.:PLACE, .: 4 K � : ,., . . .. - :. •.- TRENCH WIDTH O TES� GENERA L ,� ,,. N • NUMBER. OF TRENCHES. - t.� tzar al�tusaas , .. -. - . _ - _ . ... - APP.NO. P B495- ' NUMBER DIFFUSORS SU94Du+a)m w17H sTA"1L - :'.: _ ALL ELEVATIONS SHOWN ARE BASED ON: M. S. C. OF 3 \ 2. FLOOD HAZARD .ZONE C DBS�H VA TI DI V P:Z T 3. WATER SUPPLY Pi TE WELL. -•,�, _ '::'• . =;, 4. NORTH ARROW IS FrD PLANS AND PERCOLATION RATE' ROM RECORL - .. �.;. ♦, IS NOT TD BE USED FOR SOLAR -PURPOSES �5 MIN. •. •'-• L PIPES IN THE SYSTEM MU S r BE CAST .IRON ; _ ,: • WITNESSED BY.• - . o fP ranar - SCHEDULE 40 PVC. , .. � •:. • :' : �. , ED BAAAY . . : � e' - ; -•:, . LOT s : : OR _ - •. ,. .,, . _ , Ftti - LTH MUST BE NOTIFIED. TABLE SD. '•OF HEALTH • - _. . : � 6. THE.. BOARD OF HEA WHEN CONSTRUCTION IS COMPLETE, AN - , . DA•TE.' � D - . PRIOR TO BACKFIL I r c � ES IN THIS PLAN MUST BE•APPROVED BY rEsr s rEsr. 2 : : _ ' �-: ' • .- .. 7. ANY CHANGES „ - THE BOARD OF HEALTH AND -FERREIRA ASSOCIATES.,_ . - _ NUMBER. OF �BEDROOMS ,�_.. - ' ALL. BE IN : .. s . '- - .= : - , : GARBAGE 'DISPOSAL NO' .. .• - � ; 8: MA TERIALS AND INSTALLATION SH �" ,. rL6PS01L TLWSOSL ' STATE :ANI TARP COMPLIANCE WLrH .THE S SG�,SaIL SU9SOIL _ , - DAILY FLOW_ �: . ' - ' : " 44 - — - TITLE V — _AND LOCAL APPLICABLE CODE.. I .. - � � •• C � TANK :f�EO �D. ; :1500 GAS-'. •_.• � ,,. . . ULES ANO R�GULA TIONS ,.. : ': • - ; -: .�.. . -. ,. 9s - - R . . , . TIC . TA%VK: PRDVIDEDSoo GAL f N ' SECONDARY SYSTEM IS TO BE:INSTALLED _ 9: SECO - :_ : ;: ' ; - .. ' �440 ' ' ' :GPO:�; :. -.. . - LEACHING,. f�E.OUIREO - A R Y SYSTEM:. - - . WITH THE PRIM h fa MEDIL6�I MEDIL9�f �iQ. '. , .., • � � TJ• fly ". .• •. •.' .. - . sow _�- ' ,�' S.F.• , S.F-L . / . . . ' . , - . : , - gG S. F. . owe HELL •.. :' . - :' F: Xis:•=• LOT, !.t ,. :: . ;. . : . . .. .. •: '� �, 804 :S•. . ' "GPO .. . , ., LEGEND ' .: � _. ROVIDED.. ang• ' GPD `•: . . EAC ROPOSED EL EVA TON . •. 0 —-- TOUR � ,.. 9 EXISTING` CON L ,, :, � sRo ssot�w.� - V TIEL VA . 65, 3 D . 6 OBSER A - - . �• . . o DIsrRlaurroN .eon „ -, : .' , :-. .. . ,. .... . ' L W DIFFUSORS .: .� - ,OR F O . . . � FE ;PREPARED `F. fl • , • , , : CTA���� SEPIANIG N 2 TC YL'E. BUIL Q�RS a�sunra rEr.�an+�' " nrEw+ -.. - : �fJT::2 : -.1-✓AKEBY:~ AOA1? RESERVED AREA . .. ST M - Charles D. T ON - , PIPE, IN ER . . ,- ,. ... . DATE. • 95 . ., . :: �`RA �ASSOCIA'TE5 e No.7468 MAY sO, 19 FF'RRE,Z OA . ,•SPRANG .:BAR 31 LOT PLAN SCALE :AS ; ._. - scALE s . - _ . .. - . . . : . ..:. -: - .. :: NO ,�. � - : : , .'.. ,: • :' `� F MOUTH,:-MA ' -r0,2540:. AL . . _ - • _ - . : .- - ..: - PLAN L' PCL LOT �-HSE- . . . . • MAP CohT Rl DGE VVIT rr vs"i ASPHALT SHINGLES vrwx IL j f I:j E LJ 2 4,Y, Ll RX. C.LAPBOARDS JXS WATIR 7ABX FROW OALY T FROIVT L' ,,-.---VATI0N 1 "0"' Vt CT-o e,-. Aq 0,rFo. S MEET STYLE SU),,bER,5 �t i 1 i I t I I �- ----------- _ SX16`co6rr ccWc. AACYOR STRAPS AT ,Q f ! I F7G. WX4 KEY MAX QG, IT COMC- SLAE 7YP. ' t 1 o IV -V -- - - -- - ---- J C Fr Pocx :3�2aC12`G1RT I I 2X2X I + COM- FM "fYP� 3yEN LAu.Y Co" FULL CELLAR I �� 9cu I 1 � U P L ----- .36 - o - ------ -- ____ _-- - Fo U N DA-n ON PLAN h SHEET" CAPE STYLE BUILDERS DRAWN BY: _ N M rC SCAC � 95 t it i 'I I' I j t t i i it , z�ak� zni o' Z424'i, iT -- vttic L- ytz It �. C.-O N � + z 1 I u.. - A 4 � 3 to it - - f !I f I , ,1 ?f ___ ^ - < | | / ' ' l | / ! ' �_.._..._.._..s.�.,...w..�_! _..��"`����......_....,s...-_•^.._... —•-.._.;�.•""'--^--�.::���."a-� ......�—..r,. M..�....,....T...._... _�-fir;,':=�C-...:�;.r.�ti ^--�:�.--:���..::,..�-.tC'.�._.-_:.at,.�._..^-: -��.=.s—�.�."'�^�._,._.._..__._._--.______-____________._...r.._.�._._...�..._-�...�.� .� ,.....w�..•e,:.;.�...��b., `.....:r.,...�:,:.�,.�.,.,w.�.�.-��• r t i t H r, flt t• ti H Ef t ,1 =ASRALT SMtwwra ABPCCT S911V&LE3 12 vz I X-3 4N J X8 WE 81). IX9 OR t X8 RAKE SD. ASR ALT.VNGr.�s .C. 8NINaLC3 I r 1X4 f ,X5 CORNET. BO. � � 1 IX4_ AM" CORNER 8D. I { I i f I 24 24 J I 2424 li r ; ! - - _- --- -- -Er. DECK APPftX &Ao I i I I 1 t I LETT ELE yAM ON X --0 R t_a F[r -- -EL.EV -W i CAPES 5TYLE BUILDERS --�___._ M.—..__.�.___ ..___-�..._ -�._..-..—.�-_. --_.__ ___ .___-...__-_. ....._._. —__.— —.� ._ �'-- --.......--_...—...—_,-. _. ......_. _.`..___'_.___...__...._�...___-_—..___ —____.._...._�---.r-�ac--:-._..� ._�._._... _ .. .. r......-.. .._. -.. .....-..-. _- .:aR'•zs'i`_.'Ys'ati-9t3S�- S! i i r ?i `f 3 t� f' 'F 1 CON-. R l DG E YENT f ' ASPHALT SHINGLES { 1+ r SLI DfR G I CASE MEKT fS35 2 _ W. C. SHINGLES - _-- _ iQ FLOOR FEII I'Ll i ,APPROX. GRO f I � A F E LEVATI ON AA' GAFF STYLE BIJI L.DERDRAWN BY, . ..._._........_.-..Y:.7".2��_%I� '�-- ._:.L'L'T.:3,�,:.�"�.i�:..�.•s.':.:_..1.__;.1'-:..:.5::.Y_'."...•.T.^R:'T_�'T._^�_'- T��.'�^_�t"�G:n�'C�Tu'.:ZC:CS^.^— _——_ .s _ _ --��__--_ _ ��aCr:_:sGS.✓cY�L��-�']�i1Ri..L:+:.Y�—'^S."�3'G3Zt3C:��..-._. _�.:�iiY�;�S..... _..yy��i.i�:��_._..�Sdr� S.TY�.a.M`ca�4-� i i f t f i ! ' CDX PLYWOOCL NICKS S7AKr FZ 1 XS FASCIA: { I R6.- Sb= 1 �1 BED MOLD Nra. {i RIDGE VENT IXB4 FREEZE A5P14ALT S}IINGLES /e czx PLYWoov__ are C.oammis f �� �.1 R-30 MSU:-A710N� - `, ice I2 i �X 10 RA FTFFt.S !6 QG. % N c KNE't WALL. , G MC, r -Y4 'd G PLYWOOD 64 C-- Zk# DBL. 'MP PLATES �• � /� sFr�rrrurc ON rz2-�w+PPrka, ic" '1 _7 4"' t?X4 ST,-,ps —1J R711 1NLuLflTl?N ll ! - - %P CDx PLYWooc 2x a ! ;Y4 TI.A 't.-rivooD -�. }C �jtlOr JD(6T Ib l WLID alL6GKtr:G J?It;PGIhC, BAN ZX14 BOX M19T R-19 1/NS 13 LA7TON - a X6 PT-, -,ILL ON � stu SEAL di -- ILLY Cof_. 1 I gN CONC. WAL1- !i J ' ! �3 CONC. -.LAb 1 S X16"r C0NT C_Ar— Ta, ZXJ I 'CONG. F7r.:TYY. CAPS' 57YLE .BU I LDE R DRAvA 6Y: ScAt e: 1 o, pq 9