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TELEPHONE Telephone Number Home - ) 7 O 71c NAME OF NEW BUSINESS S S a- e S TYPE OF BUSINESS a c o 5�5 eo+�S IS THIS A HOME OCCUPATION? YES EKLNO Have you been given approval from the building division? YES -NOE::j, S d0� ADDRESS OF BUSINESS Jf o& {�fm .�d MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below,you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street).and you will find the following offices: 1. 'BUILDING COMMISSI R'S OF E This individual has bee n med of permit requirements that pertain to this type of business. t orized Sign eZ. COMMENTS: 2. BOARD OF HEALTH This individual ISas been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. -it does not give you permission to operate-you must get that through completion of the processes from the various departments involved. �IGNIFIESA PRO VAL FORA BUSINESS ORTIFIGATf QN4 Town of Barnstable Regulatory Servici Xi �r-- � pf ZNE Ip� Thomas F.Geller,Directo iL E Iril Sze s Building Division 's'-BAN 21 rl �,: M" Tom Perry,Building Commissioner. 163.9. �0 'OrEp p�p'l 200 Main Street, Hyannis,MA-0260.1_. Office: 508-862-4038 Fax: 508-790-6230 Approved: Pee: �, D Permit#: r1ya5 HOME OCCUPATION REGISTRATION Date: / Name: G(J�z �AZ, k,-t�S ka�(� Phone#: S�8 /��/ 77/ O� Address: / Q/d 12c)Gz e�C Village:Lee, /Cr y i l Q Name of Business: e((5 hcc 1(, Type of Business: U1Y1 Au-{,, nit Ux11 5hoA 5 Map/-Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carved on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,' odors,electrical disturbance,heat,glare,humidity or other objectionable effects. . 9 There is no-storage oruse of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met.on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up-t uek.notta,exceed one:ton..capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. . I,the undersigned,have read and agree with the above restrictions for my horne occupation I am registering PP ' A licant: � �7 Date: j Homeoc.doc Rev.5/30/03 a 6 OLD FARM ROAD. s ea.° 53' 22" E 42 55' - 65. 00' i I 1 I I cfl I A.M. 25113 o 0 0. �• 19 0 1 50, O' o GAR o 20.0' _ ti ------ FO UNDATION 9 8 .jam, A.M. 25115 17 0 ti O A.M. 2511157 A.M. 25114 �0 AREA= 16,930+ sq/ft l A.M. 25117 FLOOD ZONE "C"_ FO UNDA TION CERTIFICATION RES ZONE- "RD-1" TO ON.CENTERVILLE SCALE.-1"=30 PL.REF.•105 107 ELEV N/A I CERTIFY THAT THE ABOVE { k YANKED SURVEY CONSULTANTS FOUNDATION IS LOCATED ON `r s . P. 0. BOX 265 THE GROUND AS SHOWN, AND ' IT'S POSITION __ DOES ____ � � u', UNIT 1, 4 0B INDUSTRY ROAD ° ► MARSTONS MILLS, MASS. 02648 CONFORM TO THE ZONING LAWS TEL: 428—0055 SETBACK REQUIREMENTS OF FAX 420—5553 -- BARN TABLE 4 JOB 52963 CB PA UL A. MERITHEW DATE 12�01 NUM-HERR ----- Town of Barnstable oFtME ram, Regulatory Services '►'o Thomas F.Geiler,Director &4JW6rZrE. + Building Division •a�& `m$ Tom Perry,Building Commissioner . a 2� 00 Main Street.ter► , Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: ]fee: "Permit#: /7q-5 '-/ HOME OCCUPATION REGISTRATION Date: t Name: Phone#: S v 9 7 7/ e ! ddress: 6 D Fa�r,ol [,—;4 Village: _cl,_ rvtf�F Name of Business: a r5h&d C'bM OcJ f r (y(C e S Type of Business:_(',o/liyvj�er - ecr/tC- Map/Lot: c)s1 INTENT: It is the_intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that they activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. ^. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. Such use occupies no more than 400 square feet of space. ,g /There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. tvl�o traffic will be generated in excess of normal residential volumes. tThe use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home ,Occupation,and not within the required front yard. ere is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to /exceed 4 tires,parked on the same lot containing the Customary Home Occupation. W- No sign shall be displayed indicating the Customary Home Occupation. �If the Customary Home Occupation is listed or advertised as a business,the street address shall not be cluded. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersin g a rea and agree with the above restrictions for my home occupation I am registering. Applican: Date: a QB Homeoc.doc Rev.5/30/03 TO ALL NEW BUSINESS OWNERS DATE: Fill in please: APPLICANT'S YOUR NAME: '� YOUR HOME ADDRESS: BUSINESS CPu1�t/✓�1�� l� �a� � TELEPHONE Tele hone Number Home 6 NAME OF NEW BUSINESS /' TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO Have you been given approval from�he building division? YES NO� MAP PARCEL NUMBER a�� Da 3 ADDRESS OF BUSINESS g4 � r�..rn� P`� e�/I��C/� � wn of When starting a new business there are several things you must do in orderou ma to be y need. you have obtained the requiance with the rules and ired ed signatures, ns of the listed Barnstable. This form.is intended to assist you in obtaining the information y y t the Town Clerk's Office (Ist floor-Town Hall). You MUST go to the following office to make sure you below,you may apply for a business certificate a have all the required permits and licenses.. GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COMMISSION 'S OFFICE This individual has b en infor of any permit requirements that pertain to this type of business. uthoriz Signature Q COMMENTS:--------------- 2. BOARD OF HEALT This individual has b en inf r e of he permit requirements that pertain to this type of business. A t orize i nature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. -it does not give you permission to BUSINESS Cyou must get that ERT'FICATE NLyhrough completion of the processes from the various departments involved. SIGNIFIES APPROVAL FOR i of Jr TOWN O RNSTABLE BUILDING PERMIT APPLICATION A4��arcel. & - �� Q1 as aa-7 JN Map ,S Permit# Health Division '����`�Q`� /� � �aw 6�%, Date Issued �. Conservation Division � _ Fee L. 0 Tax Collector Oz�d' i SEPTIC SYSTEM MUSS' � ": Treasurer INSTALLED' Planning Dept. "` WITH 5 ES a_ ;r RONMEN Date Definitive Plan Approved by Planning Board 1 ✓ .rl� ®�yN Historic-OKH Preservation/Hyannis, .S J = Project Street Address d IRV Village - { r Owner i Address Telephone 0'—Of Permit Request 0/ / r f 17 Square fee st floor: existing proposed 2nd floor: existing proposed Total new6 Valuation /, 9 ���- Zoning District Flood Plain Gro: r Overlay Construction Type w S �(H�l� i /L Lot Size/ 9.36 Grandfathered: Ul4es ❑ No If yes, attach supporting do entation. Dwelling Type: Single Family' Two Family ❑ Multi-Family(#units) Age of Existing Structure k Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: mull Q Crawl j ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) T�� Number of Baths: Full: existing new Half:existing new T Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: as ❑Oil ❑ Electric ❑Other Central Air: a es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing U lnew size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 3 o If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name. ca/rid d Y IOV�I ��( / Telephone Number Address /f() (IaU s 1 License#� ,�„ ,o e��,�„ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 14 DATE 0 FOR OFFICIAL USE ONLY _ PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION:;. FOUNDATION FRAMEmmm 11 1 "��`3d ®2-- INSULATION. s _ ' FIREPLACE > ELECTRICAL: ROUGH -* FINAL ` FINAL PLUMBING: ROUGH; '=` .. - GAS: ROUGH. t': FINAL FINAL BUILDING DATE CLOSED OUT- ASSOCIATION PLAN NO. TOWOOF ARNSTABLE CERTIFICATE OF OCCUPANCY J PARCEt�',ID 000 000 227 GEOBASE ID ADDRESS 96 OLD FARM ROAD PHONE CENTERVILLE -2IP,';' - LOT UN BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 62752 DESCRIPTION CERT_OCC --BLDG;PMT#54713 PERMIT TYPE BCOO . TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: N BOND $.00 pFtN� CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 3.4 +► BARNSPABLE, MASS. 039. A, `- BUILDIN VIS14 BY DATE ISSUED 08/01/2002 EXPIRATION DATE �• WN (3 ~= NSTABLE ry i ",lot _.. UI DIN PERMIT L G RM PtE } 000 000 227 =. CEOBASE ID i ADDRESS 96-,OLD FARM ROAD PIQtEr CENTERV I L,LLE LOT `, UN BL{3h.: LOT SIu�E y 1 IBA. D �` ' DEVELOPKENT DISTRICT k?ERMIT i. 54713 DESGR TION NEW``2 STORY SFH PERMIT~TYPE BUILD TITLE NET RESIDENTIAL 'BLDG PMT CONTRACTORS: PRERTY OWNER Department of Health, Safety ARCHITECTS: and Environmental Services., TOTAL. FEES: = $401_ 18', BOND i,' $-00 4NSTRUCTION COSTS _ $129,412'.004 10.1 SINGLE FAM HOME DETACHED 1 PRIVATE P-.; _ ` +► ! MASS- ter;_ 163.9� 17 BUI IN D VISION BY DATE ISSUED 07/24/2001 EXPIRATION :DATE -THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY..EN- '.GROACHMENTS 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. a r 1 : 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 Y 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- ANICAL INSTALLATIONS. 3.INSULATION. t OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY " BUILDINGi INSPECTION APPROVALS t PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ?C2glkc 0/- 4/ 30- az 2 j7Z,, /e9 five-/fug+ IV,, CJ 1 c)yam- a2-64 7 q z 3 ZZ-d� 1 HEAT114G INSPECTION APPP�RO�Ls ENGINEERING DEPARTMENT (i BOARD OF HEALTH jI. OTHER: SITE PLAN REVIEW APPROVAL 66 Z44-7, WORK SHALL NOT PROCEED UNf IL PERMIT WILL BECOME NUL 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. &�c _9_ wY: �r C �. i Y. PROJEC�T/ NAME: Iv"j ADDRESS: elm PERMIT# PERMIT DATE: LAb r LARGE ROLLED PLANS ARE WX ..SLOT Data entered in MAPS program an: BY: ARCHIVED SPECIFICATIONS Year : - Project Name:s Project Address: Map & Parcel # 3 Permit number, if assigned: Permit date: Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. Archived Specs EST/MA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$.115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet.X$25/sq. foot= 6 G • PORCH square feet X$20/sq. foot= �6 DECK square feet X$15/sq. foot= 2 n OTHER square feet X$??/sq. foot= Total Estimated Project Value " The Town of Barnstable ataxsrnet.� Mess 1 59- Regulatory Services �FDMPLt' Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-62:0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 0 l JOB LOCATION: '7� //D(/ � �� a"V)do ber s t village ••HOMEOWNER": l • °tee home ho e P work phone.# Q • CURRENT MAILING ADDRESS: 17d A 'A 0.1 r city/town state rip code The current exemption for"homeowners"was extended to include owner-occu ied dwellinss of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said cedures d requirements 1.1 ignature of Homeowner Approval of Building Official Note: Three-family dwellings containing.35.000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors),provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors.Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities.many communities require,as part of the permit application.that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN f e MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 .0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-6-2001 DATE OF PLANS: 11/05/00 TITLE: Ed and Erica Marshall PROJECT INFORMATION: Centerville Single-family Home COMPLIANCE: PASSES Required UA = 474 Your Home = 457 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------------------------- -------------------------------- CEILINGS 1901 38 . 0 3 . 0 52 WALLS : Wood Frame, 16" O.C. 2319 19 . 0 3 . 0 125 GLAZING: Windows or Doors 439 0 .380 167 DOORS 21 0 .350 7 FLOORS : Over Unconditioned Space 1266 19 .0 60 BSMT: 8 . 0 ' ht/6 . 0 ' bg/0 . 0 ' insul . 157 0 . 0. 46 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents 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 1250W of the design load as specified in sections 780CMR 1310 and J4 .4 .'" Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 Ed and Erica Marshall DATE: 5-6-2001 Bldg. Dept . Use CEILINGS : [ ] 1 . R-38 + R-3 Comments/Location WALLS : y [ ] 1 . Wood Frame, 16" O.C. , R-19 + R-3 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1 . U-value: 0 .38 For windows without labeled U-values, describe lfeatures : # Panes Frame Type : Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1 . U-value: 0 .35 Comments/Location FLOORS : Over Unconditioned' Space,, R=19 Comments/Location BASEMENT WALLS : { ] 1 . 8 . 0 ' ht/6 . 0 ' bg/0 . 0 ' insul . , R-.0 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations„ and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated. and installed with no penetrations or installed inside an. appropriate air-tight assembly with a 0 .51 clearance from combustible materials and 3" clearance from insulation. , . a VAPOR RETARDER: [ ] Required on the warm-in-winter side_ of all non-vented framed ceilings, walls, • and floors . MATERIALS IDENTIFICATION: Materials and equipment must be identified -so. that' compliance can be determined Manufacturer manuals for all installed heating , and cooling equipment and service water heating equipment must be provided. Insulation R--values and glazing U=values must be clearly marked ,on the building plans or specifications . DUCT INSULATION: ] Ducts in unconditioned spaces must be insulated to.. R-,5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT •CONSTRUCTION:` [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water .systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS : [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and. circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) ------------------------ r I ALTERNATIVE BRACING INFORMATION Trusses in some roof systems (IE: hip ends) are not conducive to installation of lateral bracing. As an alternative in these special cases installation of "T" bracing is recommended. "T" bracing is, however, an alternative and should only be used in these special cases and is not intended to be used in lieu of an achievable lateral bracing system. "T" BRACING CHART Ply of TRUSS Lateral Bracing Required Replace With 1 1 ROW 2 X 4 "T" Brace 1 2 ROWS 2 X 6 "T" Brace 2 1 ROW 2 X 6 "T" Brace 2 2 ROWS 2 X 8 "T" Brace 3 1 ROW 2 X 6 "T" Brace 3 2 ROWS 2 X 8 "T" Brace 4 1 ROW 2 X 8 "T" Brace 4 2 ROWS 2 X 8 "T" Brace c co m CO - I I'I Cfl ( ��� I � •I•� (�� •I-I•i � � •I•I•I.I CO � � I � (•I ICI � •I '�I . TYP. � TYP. 11 1' TYP. NAILING • NAILING ' � � NAILING •I TOP VIEW (2 PLY) TOP VIEW (3 PLY) TOP VIEW (4 PLY) lOd NAILS �� 6" o.c. 1 Od NAILS ��. 6" o.c. STAGGERED "T" BRACE MULTI-PLY TRUSS �� 'r` i"` TRUSS MEMBER MEMBERS SEE TOP VIEWS - ABOVE \ "T" brace must be the maximum length achievable without causing damage to Joint connector plates WOOD STRUCTURES INC. cr oFIHEr The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. C 639. �0 i �pfEOMA�a, Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 - PLAN REVIEW i Owner: s Map/Parcel: d Z - -T Project Address: (/ �l��!/y, Builder: i V The following items were noted on reviewing: O � q- C) C wv r 4 b 3 l 3 ., t / 5 J i t viewed by: Date: �' 7, 1 , d - q:building:forms:review a ;The Corr manwea th of Jlfassachusc= a Depanment of Ind ulyial Accidents LL �'..• � -� 600 Washingwn Street Dosto14 Mass. 02111 Workers' Coffinemation Ins u=ce AfIYdavit " un � i�/i �/l%//%/i//////i!���i// '��ii���i,��i,��i�, % � //O/%/%%%%../'�i�....// �/%/%%///%/i///%i name: B I ]ocstivrr //00 iZt city hone I am a homeowner pefmming all wish InysdL ® I am a sole==rietor and hm no one worldna in any caoaci ® I am an employer providing worlo�s' ens==fog my employees waa�ng on this job. ... .. ..:. :. ....:....... .....:::............................--•::•::•:::•::.�.:�::::.,..,........ ...r.4.•.v:::::.:v.•r::::::vv:.};{:.:<:6}i:::?iv:: :}::vvr::;:y}:; .........,..............................r:.�:::.�:....r.,....................................,.................x, va.•.w.,v:w:.w.,•:�:v.,,,v:-::::::•::.vv.v::.v{-:::;:.`:::::::2::;:;;:;:::?5:::;:::;j'':i�:;2�:y:<:o:;::�:;<:�:�'>Yi>:;�::�::�i:>:;�:r:�:5:�>';� 8��eon v:}mvvw'•�:iJ::{ti;}X;:;:;:.}.:...^h;.}.... a.k:}{M }�:i}•}}:::::::�::.v.v.�:.vv::.....v..: .iF..........::.�::::.:.�:.�:.�:.�::�::-:�::•::::::w::.:.............. 1 L��. :'•:.}:4}:i:•i?:f?{4:¢}:{•:;:;i'i:•ii?iv. ...�.;,S ...,:. ..�Z.:.:.{.:: ........:...:.:?,v..:,::{{.v:u.�`.::. •.J}rYiW>iY:�ii'r}:ivir:?�{.'•:i?vY{!?i�:S{:::$hS:iti j;}:$j}i:�tia:�i:r�:i?:i"v:�:Y>�::iiY.;}:;:;?:{}ti<i:<?>}iiii`.�i`:J$j'ii{:y:i:ijii:Ji:{i4:<4i:>:J:�:. t,::...:...v: .....:.:...... .Qom ......•..::........ ..... ..,?,, .......,..:.:�::.�::::::•.�::...:::.:::.: � .{Inc.:.;•:};:;;::•:;;.:�}:}>p:{;•:•:::iss:::�v }. 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' ... ..........Ota nvw ............,aa..a ........v:.S.r.k...., ,.•m•:r.:v..• ::-.v.....................' .�-:...:....._ .. �...........::v...,:.-:..........vvv.v:v:.:�:._.�::::.:�:.v:•:w::::::•::::::•.v.�.i-:r.,,v.:.n....:............. }n}i}:.?:•?:•:;J:;?}ti;;r:.?}i:}.v.�.>.::�: /////.i. Fafhtre to secure ca-Tagg as Rwq=zd msdee Secdm 23A of MGL 133 CM&ad to tho tUZFZ3dIM of Cd=Utni penaltteg of a Bae Up to S 14MG0=a/o am yew'tmpmormum m weR as dvil pestaltie9 is the form of n Sx'O?WORK ORDER and alc=of SI00.00 a day against ma I onderusaad t-I a cogy of thin asadtms=may be forwarded to the OM=qfIzrvezdgrdm of the DU for coverage verffiendon, r do hereby cePsify ufs��she pats ad pmalda i of pojmjy d a dw infor madam p abot*e ar carped. Signsaarz� Date p I — pant name �+ t , S ofncial use only do not write is digs area to be campkzted by city or town otHc3a1 dty or town: p¢rndt/Jleease 1! ❑Bttf2dittg Depart:arat ❑IAcensiag Board check if i mmedfate responw is required ❑Selecmten's Of d- ❑Heafth Depar=-I contact person: phoneit: - ❑Other. IN qgw IN •• •�• •• .1111• 1 •�• •1• • •• :i•.-..•71 �!•.-�Y- _.•IJ •_�.w•111. •1 �-_I. • •�.- •1• _�. /.!. • • •• - • N• • • 1• • •• /�• �I As N-�� • ._I �: _ :•�i.:1;_ • ., ) w�ii• • �i.�`w_•. .•- �w�i "• •_ .i• wi11• • �•: ! Y/w _ � .1•1•. __ _ � YI�w, _�i�.1, i�"-' Y.`L., ,1 d:. �.'71.:1. 1 ... :..�.. .., !� .•,-,--i�::: ::• ri,•,...- 1:�' G'I4:�:Ia:� (ti r �:•1 :i:1:'.�^I:� :•;:1:::�:::i'J: ::4 :�:1:;- .�:�7.'�is�: is :,r,: '!� • 1.1 •" •� _ Y. � :i :•' �r` (i .�,,1:1.F :1; ^4 I::1; :1, '1: ;1:1; :i,;�+� • f 1' �' ��i••�• 1 .- •• •NNq•1• • ��_•_ •.!1: r�i,• il: 1\ i i__•��: .� _i ii'•:r:iti" ��,� .ii l%:� •!1%� .1�-! b�1�1�.__ �•i //._• "1:1 •�1•.1_ - 1: ••-• _ • •/. 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'�+;1..; �!1,_ _!i',� ••„Yi ii- A-ti o �•rl��ii _HI: �r_= �wiili•: �i - . of go :.-�.- j:.1:. �.- �_.:....._w:. .�-��.i•�,:.V _�� i•o i...1\ �:•_ -��: '• i' �: -(- .•�.-! i'Iw•.Ni -w!1:. •.:• -.i- _ •1 Ink - / ✓%% � �//////////////////////////////�A///%/////////////////////////// /� �/%///�� % ��i � as ----------• • i �i -•••: • :1.1. •!i i. ii- " wti iY- �: •_�' �1' �i:7;'1•�rii�T•K. :t: ii' � i•)is_« '• • y•`u•7 ".�- .ii-fs_��1_. • - •- n- i• • 1 •i i�' :•ii•11. r.:•_'.- _�i��ij_F -'P_i_:._.r - ..� .� '•._•.,. i �i•=:�i.�, �g7i.j w TI- �•.!- .-•. fir_'- 'f --bq • � • Ri•-ii i • -N. •1 �i: - •���. --.�ir!i:_�w�i •i► :i✓-•- ;•�•_ "i•r .- IL - � .. - • • :.•:Ise•:•li_ -..•i:.! ..:_= i� �•-:�i:.. �._ �i: ..�_!.•i�..- :•�� •f•: .••:�- •�•Y• .i••. •• 1 • !.. - •• • - • t�ITTO IMPORTANT BRACING INFORMATION. To: Erector/Builder From: Wood Structures, Inc. Subject: Continuous Lateral Bracing PERMANENT continuous lateral bracing is an integral part of your roof system. It is imperative that you study. the enclosed drawing(s), as they clearly show which truss members require continuous lateral bracing and at what locations. LOOK FOR RED TAGS ON TRUSS BUNDLES. These tags correspond to bracing locations on your truss drawings. Failure to install permanent continuous lateral bracing can reduce the effective load carrying capacity of your roof system by as much as 80%. NOTES: 1) Continuous lateral brace must lap minimum of two trusses. 2) Lateral bracing must be restrained at each end of the building. 3) Bottom chord bracing / required at 10'0" on center minimum. Continuous Lateral Bracing STRICTURES INC. Biddeford,Me. FORM 202 r WARNING: Do not attach cables, chains, or WARNING:Do not lift single trusses with spans hooks to the web members. greater than 30' by the peak. so° MECHANICAL I 6o INSTALLATIONS r orless or less Ta Approximately Approximately Tag ` Line '/2 truss length 1/2 truss length Line Truss spans less than 30'. Lifting devices should be connected to 1 the truss top chord with a closed-loop Strongback/ attachment utilizing materials such as <\ - SpreaderBar g SpreaderBar slings,chains,cables, nylon strapping, - t 0 etc. of sufficient strength to carry the Toe In ~ Toe In weight of the truss.Each truss should be set in proper position per the building =N1 \� r designer's framing plan and held with Approximately the lifting device until the ends of the Approximately i 1/2 to V3 truss len th truss are securely fastened and tempo- 2/3 to 3/4 truss length Less than or equal to 60'71\1 rary bracing is installed. Greater` han 60' Tag t' Line Tag Line Strongback/ SpreaderBar SpreaderBar 10' 1U Toe In Toe In above m a mid--height V � L Approximately _I Approximately z , 1/2 to Y3 truss length /3 to/�truss length Less than or equal to 60' Tag Tag Line Line Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of - trusses with similar configurations. Consult a registered professional engineer if a different 4 bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood 9► P P rY 9 � Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING BUILDING INTERIOR GROUND BRACING. BUILDING EXTERIOR �\ GBD Top Chord 7 Typical vertical End Wall e� \� LBT l attaeament Plan i i Blocking .. 4 i Ground brace � \ / Ground Brace � ertical,(GBV) `TO Chord �BV r ( Verticals(GEV) I � y Ground brace - diagonals(GBD) t truss of bra g, up of truaaa Grouni brace f _ �nd brace(EB) vertical(GBV) I � Grow brace t russ of braced lateral(L8� oup of trusses Grown race l (L Ground ateral End brace(EB). d'ayOr�als Note:2nd r system shall fiavei ; a , ate capacity to auppbrtyrourt ' races. g -'Strul Backup (ST)` 2nd floor ground stake Driven Typical hor+antal tie member with 1M floor ground stakes multiple stakes(HT) CAUTION: Ground bracing required for all installations. Frame 2 _ aF���'° _ .,.aL _a"E-. 2x42x6 PARALLEL TOP CHORD Continuous r 70P CHORD DIAGONAL BRACE CHORD TRaUSS Top Chord MINIMUM LATERAL BRACE SPACING (bBs) Lateral Brace _ k � . ' SPAN DEPTH SPACING LB #trusses Required S� Top chords that are laterally braced can buckle q s P/D F S P F!H F togetherand cause collapssif z pae'Blhereisnodiago- � 10"Or Greater � nal bracing.Diagonal bracing should be nailed U t032' c'•0°" I 8' 16 10 to the underside of the top c hord when purlins iJ Over 32'-48' 1-2" 1 6' 6 4 are attached to the topside cf the top chord. Over 48'-60' 4.8" l 5' 4 2 w Over 60' See a iregistered professional engineer Attachment DF-'Douglas,Fir Larch SP-Southe n Pine" r q t .: Required ; a A _ 11 AA HF Hem-Fir �. 4SPF Spruce Pine-Fir- € sT' - �A A _ ai ar2 s , m * ' . �410,(_ �� rot S ? 0 - vases s e ;,r- greater v 40" �f>• � �„;, r- �n J rat .,`�' $ - dagonal_brace� F� forscantilevered � � W � � End"diagonalsaree tta[##tr «_ •. _. f trusses ist be 4 _ stabihty�and must be��at #, placed on .rertical both ends of he Muss system , ;webs in lose wi.h - -*. the supports ° g. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORp TRUSS:TOP CHORp " a Continuous 7.11 I �, .._ : r . ,-t, Top Chord } Top chords that are laterally braced car buc _ ,r�? Lateral Brace : togetherand causecollapse ifthere is nediago- ° Required nal bracing.Diagonal bra cing should be nailed r - q f e to the underside of the tapchord when!PLriins " t x 10"orGreater ' areattached to the topside of the top dbcrd. � _ �..s Attachment 1 c Required a$ 30•� t WA 0,6 3'jz° I -� :® Trusses must have lum- , ber oriented in the hori- °t _ tater zontal direction to use � I` ;� -t, braces 1 ►pw f this brace spacing. V all at feast t � End di a onals are ss stabihty,and must be duptibatodort both ends of the truss system + %-� ra -Imo. Frtllti@E5` ff - _. yam- a a m � a ap eVA. A, � a ` TOP:C HdRD TGP CHd011) DIAGONAL BRACE $ 12 MINIMUM LATERAL BRACE SPACING(D9� a ar greater SPAN PITCH SF}ACINGrLB #trusses Up to 32' 4/12 8' 20 15 Over 32'-48' 4/12 6' 10 7 Over 48'-60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-'Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Tap Cho d All lateral braces= Laterai Brace lapped at least 2 1' Required trusses. 10"or Greater Attachment Required —J �S 110.--- q 32°t`e Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- s r i nal bracing.Diagonal bracing should be nailed ,�` ? { to the underside of the top chord when purlins A are attached to the topside of the top chord. - PITCH,.E D TRUSS WARNING: Fail ureto follow these recommendations could resu`tin g severe personal injury or damage to trusses or buildings. TOP CHORD MINIMUM TOP CHORD DIAGONALBRACE PITCH LATERAL BRACE SPACING(DBS) t2 f l SPAN DIFFERENCE SPACING{LBS) [#trusses] s . SP DF :SPF HF ,t Up to 28 2.5 7' 17 12 Over 28'-42' 3.0 6' 9 6 �\ Over 42'-60'1 3.0 5' 1 5 1 3 Over 60' See a registered professional engineer ` y DF-Douglas Fir-Larch SP-Southern Pine \ - _ HF-Hem-Fir SPF-Spruce-Pine-Fir t Continuous Top Chord Lateral Brace All lateral braes Required lapped at least 2 i trusses. y 10"or Greater Attachment i Required Top char-Is that are laterally braced can bu'He togetherandcausecollapseifthereisnodiago- ? net bracing.Diagonal bracing should be nailed e0' re attached to the topside of the top chord ~—� a he underside of the top chord when s SCISSORS TRUSS V ' Frame 3 _ 9 4;or,greater � BOTTOM CHORD 4 BOTTOM CHO,AQ DIAGONAL BRACE MINIMUM LATEFil1LBRACE SPACING(bES � SPAN PITCH SPAC,ING(LB. [#trusses] , � f up to 32' 4/12 15' 20 15 _ Over 32'-48' 4/12 1 15' 10 7 " o Over 48'-60' 4/12 1 15' 6 4 45 { M Over 60' See a registered professional engineer DF=DouglasFirLach �, $ SP-Southern Pine "t Firms .: �SPF-Spruce-Pine-Fir ° � *f > a MA - > _" _ . - T All lateral braces J - - lapped at least 2 trusses. � - 16 Bottom cl ordtdiagonal1bracing repe"ated a� it each',entl of the bulldingandat�same spacing as topchord diagonal bracing , �� _ t E BOTTOM CHORD PLANE.15 . AAWARNING: Failure to follow these recommendations could result in severe personal irjury or damage to trusses or buildings. A v INL T " P i 4 _ ' Crossb bracng'repeated > ' at each end of the, �. , 1 l 'o0. 11-4 a- building land at 20' 70 o� � � � intervals. N x� # a " Permanent o continuous . - - - - laterallbracmg'` M a specified,by -450 truss engin eying 7 � � 1 w WEB MEMBER PLANS M e t r � } Frame4r J s'# o a 12 TOP ........... greater TOP CHORD DIAGONAL BRACE" /<e\ MINIMUM LATERAL BRACE SPACING(DBS) s/ \ a- SPAN PITCH SPACING(LBS)1 [#trusses] SP DF SPF HF *:- �\ \� \ \_ ��/ Up to 24' 3/12 8' 17 12 \\\ \ \\ Over 24'-42'1 3/12 7' 10 6 6 t i Over 42'-54'1 3/12 6' 6 4 v° \� Over 54' See a to istered professional engineer DF-Douglas Fir-Larch SP-Southern Pine \ \ \ \ HF-Hem-Fir SPF-Spruce-Pine-Fir y All lateral braces lapped at least 2 trusses. Diagonal brace \�\ also required on A end verticals. \� Continuous Top Chord Lateral Brace Required Top chords that are laterally'braced can buckle !" \ �— togetherand cause collapse ifthereisnodiago- £- - lA°Or Greater { nal bracing.Diagonal bracing should be nailed _ to the underside of the top chord when purlins ifr 2q are attached to the topside of the top chord. grle8g= = 45° 1 Attachment \ MONO TRUSS: ;� \' Required — } WARNING: Failure tofoilowthese recommendations could result in severe personal injury or damage to trusses or buildings. INSTALLATION TOLERAINCES'_ BOW Length a \ L(in) - w PLUMB D(in) D/5U D(ft) ( e E F 6..: .:................. Lesser f �9 12" 1/4" L;200or2 24" 12" 2' 36" 3/4" 3' 48" 1 1" 4, i 60" 1-1/ " 5 L(In) _ L(in) 72" 1-1/22" 6' i 84" 1-3 4" 7' I 96 2" 8' " Truss i 96 2" 9' I 4 l Depth I i D(n) - +y4, :Lesser of r U200 or 2" I Lesser of r D/50 or 2" L(In) L/200 L(ft), L(in) L/200 L(ft) l; Maximum 50' 1 4 4 2' 200" 1 16 7 Misplacement Plumb 100" 1 2". 8.3' 250" I 1 1/4' 20 8' Line A50" 3/4" 12:5' 300" ' 1-1/Z 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. const-uction loads of any descriptionbeplaced Aon unbraced trusses. 33 Frame 6 This safety alert symbol is used to attract your DANGER: A DANGER designates a condition attentio-i! PERSONAL SAFETY IS INVOLVED!When where failure to follow instructions or heed warn- you see this symbol-BECOME ALERT-HEED ITS A ing Will most likely result in serious personal (MESSAGE. injury or death or damage to structures. CAUTION: A CAUTION identifies siafe operating WARNING: A WARNING describes a condition practices or Ind cates unsafe conditions that could I 1A wherefailure tofollow instructions could result in result ir,personal irgury or damage to structures. severe personal injury or damage to structures. HIB-91 S mmc Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onofrio Dr.,Suite 200 PLATE CONNECTED WOOD TRUSSES © Madison,Wisconsin 53719 (608)833-5900 ' I(is the responsiibil&of tie hstalier(builder.building contractor,licensedcontractor, truss industry; but must, due to the nature of responsibilities involved, be erector orerec.ion contractor o o pert✓receive.unload,store,handle, install and presented as a guide forthe use of a qualified building designer or installer.Thus, brace metal plate connected woodtrusses to protect life and property.The installer the Truss Plate Institute,Inc.expressly disclaims any responsibility for damages mustexercise the same iigh degree of safety awareness as with any otherstructural arising from tie use, application or reliance on the recommendations and material.TPI dies not irterd these recommendatiors to be interpreted as superior information contained herein by building designers,installers,and others.Copyright to the project Architect's or Engineer's design specification for handling,installing ©by Truss Plate Institute, Inc. All rights reserved.This document or any part e and bracing wcod trusses for a paricular roof or floor.These recommendatiors are thereof must not be reproduced in any form without written permission of the based upon th;collective experie ice of leading technical personnel in the wood publisher.Printed in the United States of America. CAUTICN:The builder,building contractor,licensed CAUTION:All temporary bracing should be no less contractor,erectororereclioncontractorisadvised than 2x4 grade marked lumber. All connections Ato obtai.i and read the entire booklet"Commentary should be made with minimum of 2-16d nails.All end Recommendations far Handling, Installing trusses assumed 2'on-center or less.All multi-ply BracingMetal Plate Connected Wood Trusses,HIB- trusses should be connected together in accor- f 1"from the Truss Plate Institute. dance with design drawings prior to installation. TRUSS:STORAGE= CAUTION:Trusses should not be unloaded on rough terrain or un- even surfaces which could cause ?s damage to the truss. r o t. E t { 8'-10, CAUTION: Trusses stored horizontally should be CAUTION: Trusses stored vertically should be supported on blocking to:)revent excessive lateral11A bending and lessen moisture gain. braced to prevent toppling or tipping. { WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless E-egins. Care should be exercised in banding re- A properly braced.Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. t MVARNI VG: Da not lift Dandled trusses by the DANGER: Walking on trusses which are lying flat bands.Da not use damaged trusses. is extremely dangerous and should be strictly prohibited. Frame 1 r i' 1 < JQ A A J/` Sti5 0 d 010 RI 0° 13.680'; E is e F ` - r Cl-,a �e44�i. 51.6/ ,0t£ LO N a�v'9 F B `�•� 9610•� a s aO.n31W a/ c Mo�ion SPGnCG. i, all Norolo'f. Ru/h A.Wilton I A{Nilson 1�. 1:M� N86 f5�50 E� � �,Oc /Ifl I9 °•N .O M Id Oa '1l ❑ �m II , II 1 � V PLAN op LAND iN G CENMQ111LLE-ea RNsra5LE-MASS. ?m iodA[af5. - n.�.;c�o.�.�: As SURVEYED FOR 1t`I g m HAROLD E. RUTH A. WILSON. Scole:lin.•50{i.- —Auyusl d, fS¢orse C Ke/%99•Civil fn37ineenv .W hro a 'N O - c �PNINNEys ROO'� BARNBTABLi Mr" R7RY OF LEc°�i CO R ..Z-R.4AK.PM, �� FCOR-=E0 _I LATERAL BRACING DIAGRAM TRUSS 001 &WbMER: INVOICE#: DELIVERY: P.O.# / JOB: 5-1-12 10-0-0 18-0-0 23-6-7 29-4-0 5-1-12 4-10-4 8-0-0_ 5-6-7 5-9-9 Scale= 1:73.3 6x6 = 5x6 3 4 9.00 12 4x4 �/ X 24x4oc � I 0 5x6 11 12 13 10 14 9 8 7 3x6 = 4x8 = 3x4 =3x4 = . 2x4 10-0-0 18-0-0 27-9-4 ,29-4-0, 10-0-0 8-0-0 9-9-4 1-6-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. 4 NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0i-0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 002 (N &ER: INVOICE#: DELIVERY: C P.O.# / JOB: 6-9-9 13-4-0 17-4-0 22-11-8 28-10-8 6-9-9 6-6-7 4-0-0 5-7-8 5-11-0 ,y Scale= 1:78.9 5x6 9.00 Fiff 5x6 4 5 ti 3x4 4x4 // 4x4 3 6 2 0 in AA I I 7 00 1 To 12 13 14 11 15 10 9 t° - 16 17 8 5x6 \\ 3x4 = 3x4 = Y 5x6 = 2x4 // 4x8 a-6-12 9-5-6 17-4-0 28-10-8 1-6-12 7-10-10 7-10-10 11-6-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL.APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE- "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" ` (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. o LATERAL BRACING DIAGRAM TRUSS 003 (NM&ER: INVOICE#: DELIVERY: P.O.# / JOB: 7-9-9 15-4-0 19-6-15 23-5-8 28-10-8 7-9-9 7-6-7 4-2-15' 3-10-9 5-5-0 Scale= 1:85.1 5x6 = . 9.00 F12 4 3x4 // 2x4 4x4 // 5 6x6 = 3 6 3x4 2 r, 7 0 o? o? o? o? 1 v, to 00 12 13 14 11 15 10 16 9 17 18 8 6x6 \\ 3x4 = 3x6 = 4x8 = 3x6 = 2x4 �-6-1$ 10-6-13 19-6-15 28-10-8 1-6-12 9-0-1 9-0-1 9-3-9 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS . SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 004 OM&ER: INVOICE#: DELIVERY: P.O.# / JOB: 7-9-9 15-4-0 19-6-15 25-5-8 28-10-8 7-9-9 7-6-7 4-2-15 5-10-9 3-5-0 Scale= 1:85.1 5x6 = 9.00 F12 4 3x4 // 2x4 4x4 5 2 3 4x8 2 6 x4 I I 7 d 00 0o 1 N N W 7 7 O 12 13 - , 14 11 15 10 16 9 8 6x6 3x4 = 3x6 = 4x8 = 3x4 = 3x4 = }-6-14 10-6-13 19-6-15 28-10-8 1-6-12 9-0-1 9-0-1 9-3-9 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10, O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. f t LATERAL BRACING DIAGRAM TRUSS 005 �MbMER: INVOICE#: DELIVERY: P.O.# / JOB: 7-9-9 15-4-0 19-6-9 27-4-0 4 -10-f 7-9-9 7-6-7 4-2-9 7-9-7 1-6-8 Scale= 1:85.1 5x6 = 9.00 512 4 3x4 // 2x4 I 4x4 /i 5 2 3 2x4 5x10 �� 6 v � 1 0 0 00 0 o v1 N N O , 12 13' 14 11 15 10 16 9 8 6x6 \\ 3x4 = 3x6 = 4x8 = j 3x6 = 2x4 �-6-12 11-4-6 19-6-9. 28-10-8 1-6-12 9-9-10 8-2-3 9-3-15 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 006 &W8MER: INVOICE#: DELIVERY: P.O.# / JOB: 3-6-8 10-8-0 16-5-0 22-2-0 28-2-8 3-6-8 7-1-8 5-9-0 5-9-0 6-0-8 Scale= 1:661 5x6 =+ 3x4"= 5x6 = 3x4 11 9.00 12 3 ti 4 5 6 0 oc 2 5x6 = x4 �� o 0 1 2oc a � 00 00 11 10 12 9 13 8 14 15 7 4A = 4x8 = 3x6 = 3x4 = 3x6 = 10-8-0 19-3-8 28-2-8 10-8-0 8-7-8 8-11-0 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. i IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. I� r LATERAL BRACING DIAGRAM TRUSS 007 bMER: INVOICE#: DELIVERY: P.O.# / JOB: 6-5-12 12-8-0 16-8-0 20-9-8 28-2-8 6-5-12 6-2-4 4-0-0 4-1-8 7-5-0 Scale= 1:72.5 5x6 = 9.00 r12 5x6 4 v 5 r-, 4x6 �/ 4x8 4x6 = 6 2x4 �� 7 3 oc 2 m o0 0 N 00 r • 1 5x8 II 12 13 11 14 10 15 9 16 8 4x8 4x6 = 4x8 = 3x4 II 12-8-0 20-9-8 28-2-8 12-8-0 8-1-8 7-5-0 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT.' DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. f N ,IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET)DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. I , LATERAL BRACING DIAGRAM TRUSS 008 &WbMER: INVOICE#: DELIVERY: P.O.# / JOB: 5-7-4 12-2-0 18-8-12 24-4-0 5-7-4 6-6-12 6-6-12 5-7-4 Scale= 1:49.1 5x6 = 48 = 5x6 9.00 F12 2 4 w 3 0 c, o v 1 5 2o I� o 3x4 = 11 10 `9 8 7 6 3x4 = 8x8 = 4x8 ' 4x6 = 8x8 = 3x4 3x4 1-6-12 5-7-4 12-2-0• 18-8-12 22-9-4 24-4-0 1-6-12 4-0-8 6-6-12 6-6-12 4-0-8 1-6-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' 0.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 a SPACING:24.0" 0.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 010 &MMER: INVOICE#: DELIVERY: P.O.# / JOB: 5-8-10 11-4-0 16-11-6 22-8-0 5-8-10 5-7-6 5-7-6 5-8-10 Scale:3/16"=P 4x4 3 XF1 4x8 4 5 � � 'S1 I A 0 0 3x4 8 7 6 3x4 = 5x8 = 2x4 \\ 2x4 1-6-12 11-4-0 21-1-4 22-8-0 1-6-12 9-9-4 9-9-4 1-6-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 - SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS O11 (NM&ER: INVOICE#: DELIVERY: P.O.# / JOB: 4-7-14 9-0-10 15-3-6 19-1-7 22-0-8 4-7-14 4-4-12 6-2-12 3-10-1 2-11-1 Scale=1:58.5 5x6 = 5x6 3, 4 9.00 12 3x4 = 6x6 = 3x6 // 5 6x6 • 2 r. 6 o m r, N 1 �00 1 Ic?� 0 11 10 13 9 8 7 4x6 = 4x8 = 3x4 3x4 = 2x4 // 3x4 = 1-6-12, 9-0-10 15-3-6 22-0-8 2z -0 1-6-12 7-5-14 6-2-12 6-9-2 0-3-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10- O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: 'BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS". •° (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 012 bMER: INVOICE#: DELIVERY: P.O.# / JOB: 4-10-8 9-5-14 15-9-3 22-0-8 4-10-8 4-7-6 6-3-5 6-3-5 Scale:3/16"=1' 3x4 = 5x6 = 3x4 = 4x8 = 6x6 11 3 4 5 9.00 Fiff 0 4x4 j 2 0 v, 1 00 0 9 8 11 7 12 6 4x6 = 4x8 = 5x6 = 4x6 = 3x4 = 1-6-12i 9-5-14 15-9-3 22-0-8 220-0 1-6-12 7-11-2 6-3-5 6-3-5 0-3-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE. MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 013 �MbMER: INVOICE#: DELIVERY: P.O.# / JOB: 7-5-14 14-5-14 17-11-4 22-0-8 7-5-14 7-0-0 3-5-6 4-1-4 3x4 = Scale= 1:68.6 5x6 = 3x4 = 6x6 I I 4 8x8 // 8x8 = 5 0 9.00 12 2 3 kr 0 1 00 1 10 12 9 13 149 7 15 6 5x6 \\ 3x4 = 3x4 3x4 = 2x4 4x4 = 11-6-121 7-5-14 17-11-4 22-0-8 22r4-0 1-6-12 5-11-2 10-5-6 4-1-4 0-3-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. t LATERAL BRACING DIAGRAM TRUSS 014 ( M8MER: INVOICE#: DELIVERY: P.O.# / JOB: 5-7-14 11-0-10 13-3-6 17-8-4 22-0-8 5-7-14 5-4-12 2-2-12 4-4-14 4-4-4 Scale:3/16"=1' 6x6 6x6 = 31 4 ' 9.00 12 6x6 - 3x4 = 4x6 /i 5 6x6 I I r. 6 2 N 00 'r M 1 1 io 00 11 10 13 14 9 8 15 16 7 5x6 = 3x4 = 4x8 = 3x4 = 4x6 = 2x4 1-6-12i 5-7-14 13-3-6 22-0-8 22r4 0 1-6-12 4-1-2 7-7-8 8-9-2 0-3-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 b SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. f LATERAL BRACING DIAGRAM TRUSS 015 &WbMER: INVOICE#: DELIVERY: 1 P.O.# / JOB: 5-10-8 11-5-14 12-10-2 16-3-1 22-0-8 5-10-8 5-7-6 1-4-4 3-4-15 5-9-7 Scale= 1:69.4 s 5x6 = 6x6 = 3x4 = 3 4 3x4 = . 9.00 12 6x6 = 6x6.I I 5 4x6 ii 6 2 0 r, o? op 1 - 00 2 0 0 I, 11 10 13 149 15 8 16 7 5x6 = 3x4 = 4x8 = 3x6 = 5x6 =' 2x4 11-6-121 5-10-8 , 12-10-2 22-0-8 22r4 0 1-6-12 4-3-12 6-11-10 9-2-6 0-3-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN-10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.04-0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET)DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 019 diMbMER: INVOICE#: DELIVERY: P.O.# / JOB: 2-4-0 8-7-4 15-0-8 15 q-0 2-4-0 6-3-4 6-5-4 0-3-8 Scale= 1:50.4 5x6 = 3x4 {� 31 4 r, 9.00 12 3x6 2 1 00 �1 l0 3x4 = oo 2x4 = 7 6 9 5 2x4 3x4 = 6s 2-4-0 8-7-4 15-0-8 15*4 2-4-0 6-3-4 6-5-4 0-1-12 0-1-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE.WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 SPACING:24.0" 0.C. IMPORTANT!! SEEN "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. e r LATERAL BRACING DIAGRAM TRUSS 020 �M&ER: 4 INVOICE#: DELIVERY: P.O.# / JOB: 2-4-0 6-5-10 10-7-4 15-0-8 15F4-0 2-4-0 4-1-10 4-1-10 4-5-4 0-3-8 Scale= 1:60.0 5x6 = 2x4 II 4 5 A=: 1 00 '° 310 8 10 -11 7 12 6 2x4 = 3x4 = 444 2-4-0 4x4 = 10-7-4 15-0-8 1512r4 2-4-0 8-3-4 4-5-4 0-1-12 0-1-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 021 &ER: INVOICE#: DELIVERY: P.O.# / JOB: 15-4-0 2-4-0 , 7-5-10 12-7-4 15-0-8 2-4-0 -5-1-10 5-1-10. 2-5-4 0-3-8 Scale= 1:69.2 6x6 = 2x4 4 5 9.00 12 2x4 3 3x6 / r, o, 2 1 00 of I� 0 3x4 = o 8 7 10 11 6 2x4 = 4x8 = 8k`84� 2-4-0 2x4 II 7-5-10 15-0-8 15,2-4 2-4-0 5-1-10 7-6-14 0-1-12 0-1-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0i-0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 022 �MbMER: INVOICE#: DELIVERY: P.O.# / JOB: 15-4-0 2-4-0 , 6-8-0 10-10-0 , 13-6-8 15-0-8$, 2-4-0 4-4-0 4-2-0 2-8-8 1-6-0 Scale= 1:73.6 6x6 = 0-3-8 2x4 11 9.00 12 2x4 6 7 5 3x4 �/ 3x4 // 4 o? 2x4 I I r. 3 r. 2 1 00 4-6_0 0 0 I0 00 3x4 = c 11 10 12 13 9 14 158 3x4 8x14 2-4-0 4x6 = 10-10-0 15-0-8 15,7-4 2-4-0 8-6-0 4-2-8 0-1-12 0-1-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:36.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES,ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 023 C�` �1VIER: INVOICE#: DELIVERY: P.O.# / t JOB: 11-4-1 1-4-01 5-0-0 8-6-0 11-0-2 ,}13 1-4-0 3-8-0 3-6-0 2-6-20$3-A5= Scale= 1:72.5 x 1-7-15 r 9.00 12 5x10 // 5- 6 c 00 3x4 �/ 6x6 = 3 T 4x4 = o 0 0 0 # 2 c. c, 4 11 10 12 13 914 15 8 7 2x4 6x8 = 3x4 = 11-4-1 4ig = 3x4 ,1-4-Ui 8-6-0 11-0- 113-0-0, 1-4-0 7-2-0 2-6-20-3-15 1-7-15 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:3 6.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED-MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 032 bMER: INVOICE#: DELIVERY: P.O.# / JOB: 4-2-13 8-2-8 10-4-8 4-2-13 3-11-11 2-2-0 Scale= 1:42.1 4x4 = 3x4 3 4 Xg.00Fi 00 0 3x4 = 7 6 5 2x4 4x8 = 2x4 I 1-6-12 , 8-2-8 104-8 1-6-12 6-7-12 2-2-0 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS , SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 034 &MbMER: INVOICE#: DELIVERY: P.O.# / JOB: 5-2-13 10-2-8 10,¢-8 5-2-13 4-11-11 0-2-0 Scale= 1:49.6 2x4 ,i 3 9.00 12 3x6 2 00 oc 0 3x4 = 5 4 2x4 3x4 = 1-6-12 , 10-4-8 1-6-12 8-9-12 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM-24" O.C. SPACING,.WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0++0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM . TRUSS 035 CMbMER: INVOICE#: DELIVERY: P.O.# / JOB: 3-8-4 101-4 lU,p-8 3-8-4 6-7-0 0-1-4 Scale= 1:49.7 2A 3 9.00 F12 4x4 3x4 = 1 2 oc r, N M 6 5 4 2A 3x4 = 3x4 3-8-4 10-4-8 3-8-4 6-8-4 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM,24" 0.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 036 &MbMER: INVOICE#: DELIVERY: P.O.# / JOB: 1-8-4 , 5-10-10 10-4-8 1-8-4 4-2-6 4-5-14 Scale= 1:53.8 2x4 I 4 9.00 12 3x6 3 ` 412 = 2x4 II 1 2 8 7 6 5 3x4 = 3x4 = 3x4 2x4 i l 1-8-4 5-10-10 10-4-8 1-8-4 4-2-6 4-5-14 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON END_ S OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. ' IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET)DELIVERED.WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 038 &WbMER: INVOICE#: DELIVERY: P.O.# / JOB: 5-8-13 10-4-8 5-8-13 4-7-11 Scale= 1:50.3 2x4 3 9.00 12 4x8 2 Ij 0 3x4 = 5 4 2x4 3x4 171 1048 I WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING,WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT.' DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 042 &W8MER: INVOICE#: DELIVERY: , P.O.# / JOB: 4-3-3 8-3-4 10-4-8 4-3-3 4-0-1 2-1-4 Scale= 1:43.0 4x8 = 2x4 3 4 9.00 12 4x4 �/ 2 1 N� 0 3x4 = 7 6 5 2x4 3x4 3x4 = 1-4-0 8-5-0 10-4-8 1-4-0 7-1-0 1-11-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS: f LATERAL BRACING DIAGRAM TRUSS 043 &ER: INVOICE#: DELIVERY: P.O.# / -JOB: 5-3-13 10-4-8 5-3-13 5-0-11 Scale= 1:50.3 2x4 II 3 9.00 12 4A 2 00 kj o _ 3x4 = 5 . 4 2x4 3x4 = 1 1-4-0 1 10-4-8 1-4-0 9-0-8 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. LATERAL BRACING DIAGRAM TRUSS 072 bMER: INVOICE#: DELIVERY: P.O.# JOB: 5-7-4 12-7-4 19-3-7' 22-4-0 5-7-4 7-0-0 6-8-3 3-0-9 Sx6 Scale= 1:67.6 , = I 2x4 I I 4 5 0 5x6 = 4x12 9.00 12 2 3 \o 0 0 0 o 00 1 . 0 11 10 12 9 8 7 13 6 3x6 1Ox10 = 2x4 11 4x6 = 4x4 = 4x4 3x4 1-6-12 5-7-4 12-7-4 19-3-7 22-4-0 1-6-12 4-0-8 7-0-0 6-8-3 3-0-9 WEB BRACING REQUIRED AS MARKED. SEE MITEK WEB BRACING RECOMMENDATIONS , SHEET. BOTTOM CHORDS REQUIRE CONTINUOUS LATERAL BRACING AT NO GREATER THAN 10' O.C. AND MAY REQUIRE A LESSER MAXIMUM SPACING IF INDICATED ON THE ENGINEERING DRAWING. NOTE: 1/2" MINIMUM THICKNESS DRYWALL APPLIED THROUGHOUT THE LENGTH OF THE BOTTOM CHORD, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON TRUSSES WITH A MAXIMUM 24" O.C. SPACING, WILL ALSO PROVIDE THE ABOVE MENTIONED LATERAL RESTRAINT. DURING ERECTION, SET COMMON ENDS OF LIKE TRUSSES ON THE SAME SIDE OF BUILDING. LOADING25.0+10.0+0.0 +10.0 SPACING:24.0" O.C. IMPORTANT!! SEE: "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (GREEN SHEET) DELIVERED WITH THIS ORDER, FOR RECOMMENDED MINIMUM BRACING REQUIREMENTS OF TOP CHORD, BOTTOM CHORD, AND WEB PLANES. IN ADDITION TO THESE MINIMUM GUIDELINES, ALWAYS CONSULT THE PROJECT ARCHITECT OR ENGINEER FOR ADDITIONAL BRACING CONSIDERATIONS. ! QUITCLAIM DEED If ?' WE, EDWARD W. MARSHALL and EILEEN A.MARSHALL of Centeville, MA For nominal consideration paid j Grant to EDWARD W. MARSHALL III and ERIKA H.MARSHALL, husband and wife, as Tenants by the Entirety, both of 634 South Columbus Street, Alexandria, VA 22314 with QUITCLAIM COVENANTS ,f f, E Two parcels of land in Barnstable (Centerville), Barnstable County, Massachusetts, bounded and.described as follows: PARCEL I v NORTHWESTERLY by a twenty foot Right of Way (now known as Old Farm Road) As shown on a plan-hereinafter mentioned, sixty-five and 00/100 (65.00) feet; NORTHEASTERLY by Parcel`B" ; on said plan,fifty and 00/100 (50.00) feet, SOUTHEASTERLY by said Parcel"B", on said plan, sixty-five and 00/100 (65.00) feet; SOUTHWESTERLY by said Parcel "B", on said plan, fifty and 00/100 (50.00)feet. Said parcel being shown as Eleanor M, Chapman on a plan of land entitled "Plan of Land in Centerville, Mass., As Compiled for Deeds& Surveys for H.&`Wilson, Scale 1 inch= 50 ft., June 17, 1941, Bearse&Kellogg, Civil Eng'rs., d;o1qerville,`Mass,", which said plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 65, Page 83. a PARCEL H NORTHWESTERLY by a twenty foot right-of-way (now known as Old Farm Road) 4 as shown on a plan hereinafter mentioned, forty-two and 551100 (42.55)feet; NORTHEASTERLY by land now or formerly of Elisabeth R. Carson, as shown on said plan, fifty and 00/100(50.00) feet; NORTHWESTERLY by land now or formerly of said Carson, as shown on said plan sixty-five (65.00)feet; EASTERLY by land now or formerly of Harold E. &Ruth A, Wilson, as shown on said plan, one hundred ninety-five and 40/100 (195,40) feet; SOUTHERLY by Parcel F, as shown on said plan, fifty-one and 51/100(51.51) feet; WESTERLY by Parcel E, as shown on said plan, one hundred thirty-nine and (139.46)feet; and SOUTHWESTERLY by said Parcel E, as shown on said plan, fifty and 00/100 (50.00) feet. Being shown as Parcel D on a plan of land entitled"Plan of Land in Centerville- Barnstable-Mass., as surveyed for Harold E. and Ruth A. Wilson, Scale 1 in. = 50 Ft. - August 4, 1952,Bearse& Kellogg- Civil Engineers", which said plan is duly recorded in the Barnstable County Registry of Deeds in Book 105, Page 107. Parcel I and Parcel 11 are conveyed together with the right to use the twenty foot right-of- way shown on said plan(now known as Old Farm Road)for all purposes for which rights of way are used in the Town of Barnstable to and from the county road(known as Phinney's Lane)in common with all others legally entitled thereto. .Parcel. I and Parcel II are conveyed together with the right to use Parcel C as shown on plan of land recorded in Plan Book 105, Page 107 in common with all others legally entitled thereto. .PROPERTY ADDRESS: 100-and 96 Old Farm Road, Centerville,MA 02632 For title see deed recorded with Barnstable County Registry of Deeds.Book 13531., Page 232. n Executed as a sealed instrument this V4 day of May, 2001, t EDWARD W. MARSHALL EILEEN A. MARSHALL COMMONWEALTH OF MASSACHUSETTS 6 Barnstable, ss. May 3,2001 Then personally appeared the above-named EDWARD W. MARSHALL and EILEEN A.MARSHALL and acknowledged the foregoing instrument to be their free act and deed, before me, WILLIAM A.PRICE,JR Notary Public My Commission Expires: December 8;2006 :. <;1 a 4000 ®ro MMond 4000 Designs inc. t., 2950 BouL Lemire Drummondville (Quebec) Canada J2B 7J6 (819)477-6646 /ATTENTION'•! FOR ANY TECHNICAL IWOMPREHENSION, . - PLEASE CONTACT THE PRO.FLT RESPONSIBLE, . AT THE NUMBER ABOVE BEFORE THE EE61NIN6 OR THE CQ.R5E OF THIS PROJECT. GOMMENTARY EMAIL toanodvmmon6-deskys,com HEAD 01- I-D 44 n-3315 NOTE . - THESE PLANS HAVE BEEN DRAM ACCORDING TO HIGH- - GUALITY STAtOAROS AND PRACTICES AND AFM AN ACCU- RATE r6;DDELIHE TO WILDING COP5TRL-TION HOHEVER. . - LOCAL RBUL.ATIOHS APO LOCAL WILDIHS CODE R ouiRE- . MENT5 VARY,AND AS SUUI MAY REWIRE CHANEES. THE . 12 _ BUILDF"CONTRACTOR MST REVISE AND INSURE WITH HIS q - CLIENT THAT THE PLANS RESPOND TO ALL CURRENT 60LWERHEFENTA4-R5WRE5M$RS IN YOUR AREA . THE CLIENT HAS THE RE5POH5A51LITY TO VERIFY HI5 MUNICIPALITY R55ULAT10N5. .. !90•X 12• %17 - DRUK40ND DE516NB NC,WLL NOT A551AE LIABILITY FOR . SCAKiW GABLE V13iT ASPHALT SHINSLES ycP✓ffi®&ABU VENT - PLANSR� TON. AFTER THE USE of THESE ♦ ♦ / ♦♦ FLA91tlNe // . THS HOME PAN HAS Bffl1 OR1sINALLT DRAWN BY . ♦ - D•OECORATTVE TWM / ♦ DRUMMONO DESIGNS INC.AND 15 ITS EXCLUSIVE PROPERTY. q ♦ ♦♦ 1 ANY REPRODI•ICTION IS STRICTLY FOREBIODEN. . DECORATVE TRIM / ♦ 2•X D•D 24•6/1 - THE PURCHASE OF A HOME PAN DOES NOT INCLUDE THE . ^\O \ / \♦♦♦ i AT THE EXTR89TIE9 _ 50U&HT UPON REORST.THE PURCHASE OF A LICENCE 15 ♦ / REOVESTED AS° N AS MORE THEN ONE Home IS TO BE ♦ / WILT MTH THIS NONE PAN . D•DECORATIVE TRIM TTP. TOP PLATE - . ® ® Q ® ® HORIZONTAL 1 p 51DIN6 12 1 q ♦ I cw - 12 q ASPHALT SFHNSLE5 ♦ ---- ------------------ ♦♦ F A5NNe 6'-10• PIASNND / ISti4• 4•DEC EC DECORATIVE TRIM TYP. ♦ / SECONO PLCOR 5• VE TIaM TYP. _—_—_—_—___—_ DD d _—_—___—_ —_—___ —_ — _—_—___ _ TOP PLA7E _DECORATIVE TRIM TYP. - TOP PLATE GARAGE T•DE 16, ... -------- --- 0 oEMIb it C DECORATIVE TRM c sro �' BANBTER IMPORTANT 00000Li 6RO1,4117 FLOOR I _ cwomeo w'I'iH t�u+�T srATe wl caMrrns — — caenalcnaN caor - TOP OF FOLNDATON _ -r FINISH GRADE -w.cormus ro TNe Rats o• --- -A.•C T R ARtIQ ACGOImIMB ro M ' - NHR.•K.TYYlR NPLOIP@pATIQIi 4 i i i p i b I e+-a• Y� III I II 1 I � I I I I :�E L11 I II 1 1 0 1 I I 1 1 I II I II I ' I I 11 1 II I II rL.L-I rlj-I rill, rly-I rll-I 70POF FOOTING --1— �T-- —�T _—_---_--T __________ _---_—_—TOP OF FCHOTN6_—_ Revlswu In nwre x —— - - D tot h°°'q d�FS"tt• IpTH TY. - S ® CE DETECTORS O.K. ssl z�•� � � .;: ou C? / lam)•d 1 BARNSTABLE BUILDING DEPT. ® IMP. To,�HY 65. u.®R wa^ECT NEW GONSTRUGTION FRONT ELEVATION _ 05/OM qb 1/4•el'-0' �' nwn No. sHSf ro. , 26Zq mg./OZO44 ®®®® Drummond 400D Designs inc. 2950 BouL Lemire Drummondville (Quebec) Canada J2B 7J6 (819)477-6646 ATTENTION I FOR ANY 15SWCAL INGO�ION. . - - PLEASE CONTACT THE PRO.gC.T RESPON515LE. . . - AT THE NIMBER ABOVE BEFORE THE BE6ININS - - OR THE COURSE OF THIS PRO.ECT. GOMMENTARY ' E-MAIL teanectr.mmond-doekPm.can - . • HEAD OF99 I-Blq-4TT3515 . 6-2 NOTE THESE PLANS HAVE BEEN ORAMN ACCORDING TO HIGH- , GIILWJTY STANDARD'AND PRACTICES AND ARE AN AOCU- RATE 6UIDELINNE TO EIILDINS CONSTRUCTIOK HOVeVER. LOCAL RESUfA.TION5 AND LOCAL BUILDIHS CODE REQUIRE- . M@NTS VARY,AND AS SUCH,MAY REQUIRE CHANGE-. THE . - BURDENS CONTRA!.TO2 N•VST REVISE AND INSURE WITH xls Q Z CLIENT THAT THE PLANS RESPOND To ALL CURRENT 1� E1 S SouveRHEM@(TAL REO/IRH1Q7TS IN YOUR AREA q HIS M1NII GIPALITY REGULATIONS.K&5 THE ILITY TO VERIFY - \\ I DRUFRiOND DE516N5 INO,wLL NOT A65UHE LIABILITY FOR MISHAPS BEFORE.DURINS.OR AFTER TH@ USE OF THESE .. •\\ - r_ _ PLANS FOR CONSTRUCTION. ASPHALT SHINGLES \ 12 CaM MASH'Hs \\ THIS HOPE PLAN HAS BEEN Oi161NALLY DRAM By \�q j DRUMMOI•D DES16N5-INC.AND 15 ITS MYZLU51VE PROPERTY. ANY REPROGU:TION IS STRICTLY FOREBIDOEN i'DECOFATNE TRIM TTP. / \ ry�ipNK - T OBLO TRIM TYP. ID .THE PURCHASE OP A HOPE PLAN DOES NOT INCLUDE THE 2'x b• 24W. T pECCRATICRATIVE TRIM // \ LICENCE FOR ADVERTISING U5E4 THAS LICENCE CAN BE AT TIE OfiRBdRES N I DB(:QNATE TwM / \\ \\ BousHT UPON/REfdJEST.THE FURCMA+E of A LICENCE IS p• I _ NESTED AS 50ON1 A5 FIORE THEN ONE HOUSE 15 TO BE BUILT WITH THIS HOLE PLAN -——————————- O HORIZONTAL SIDING STONE z 2 4�� ------ \4 -- - FLASHI -El El p m . FINISH GRADE -- -----� •1T'/ a . I 11 I I 1 I 41.0• I III I 1 I 5 r.Nil .z•-e• - 1I I I f I I I I eALVAHu STD. v F j j 2 Raw eN Rcos a ma Q III Ia Dow a i 1 II j v I I I I AROOOOPBNINS I I I ii N III ryy-I :I - t;emAle lsnznH,n I aroN.ae L__J 11 r�oN Ho v r1_ ______________T L_--_--_--11_____________________1_ ---------------- _______L__Jj Cl T.P. e 9 ou y SSI N ro now, IN1o� � N:AD U DRMi19r / ® ro vcurr Tom. - ca+HnaN A,slsHm a+w++b NSH. NEW 0ON5TRUOTION RIGHT ELEVATION DAR 9LA12 1/4'=1'-O - .. 2824 mgl g8044- ®oo® Drummond ®oo® DeS SnS inC. 2950 Boul Lemlre Drummondville (Quebec) Canada J2B 7J6 (819)477-6646 ATTENTION I • .FOR ANY TECHNCAL INCOMPREHENSION, . _ PLEASE CONTACT THE PRO-OrT RESPONSIBLE,. . - AT THE NR4BER ABOVE BEFORE THE 13E5NI1,15 .. . OR THE COURSE OF THIS PROLECT. GOMMENTARY EMAIL kemnOtl'urtrrolW-de9kJnlcan - - HEAD OFFICE,1-519-4111-3315 NOTE THESE FLANS HAVE BEEN DRAWN A .0RIPINS TO HI6H- GUALTY STANDARDS AND PRACTICES AND ARE AN A401- RATE 6UIDELNE TO WILDING CCNBTRUCTOK HOWEVER ND LOCAL REGULATIONS A LOCAL WILDING CODE REWIRE, . 12 MENTS VARY,AND AS 9",MAY REWIRE CHAN6E5. THE 9 BWLDIN9 CONTRACTOR MUST RENSE AND INSURE WITH HIS CLIENT THAT THE PLANS RESPOND TO ALL CURRENT 60VV6OEh&MAL REOIIREI-ENTS IN YOUR AREAL 12 THE CLIENT HAS THE RESPOP5ABILITY TO VERIFY HIS MUNICIPALITY REGULATIONS. 9 ORLMMOND DES161,15 IW,WILL NOT ASSUME LIABILITY FOR I MISHAP'-BEFORE,OURIN6,OR AFTER THE USE OF THESE I PLANS FOR CONSTRUCTION. - ' I TH15 HOME RAN HAS BEEN ORI64NALLY ORAYN BY CpUNfHt Fl.a4eNe ` A}pfIA1.T SHINO.eS j ANY REPRODUCTION DESIGNS INC.AND Is FO MIDDEN. PROPERTY. ANY REPRODIIOTION 5 STRICTLY FORE5IDDEN. I THE PURCHASE OF A HOME PLAN DOES NOT INCLAE THE I - - LICENCE FOR ADVERTTSIN9 USE,THIS LICENCE CAN BE I - BOUGHT UPON REOUBST.THE PURCHASE OF A LICENCE IS 4'DBCORAT T TRIM TYP. I REMIESTED AS SOON AS MORE THEN ONE HOUSE 15 TO BE pE0W.'OR VI:TRIM M T - I WILT WIT/THIS HOME FLAK I �c NS TYP Dl'CORATNE TRIM TYP. I - - TOP PLATE HORIZONTAL SIDING iv s•OECORATIK rRm FLASIIQIG � - 9'DECgRATiVE TRIM El 2 12 12 5EGOIm FLOOR TOP PLATE ___—__-__ ___ __—_—________- _—_—_____—_ PL—-..STB3 LMTEL ASHIMS �. O O - Ib'TIM - V 00 00� 00 0 STUCCO oa GROUND FLOOR --- ---I] C Q 'D . TOP OF TOP OF FOUNDATION 0 FINISH GRADE - I I 3'STONE APRON TYP'O I I - 1 1 �e Revr�oel� mcdae �. I I I I 1 P.welal r,o CAT@ e+ TOP OF FOOTING — --- ---T r 7=L— TT�._— _____________________________ ———— T L_-1-------J'--------------------J_--_ ___—____--_______---_-------_J dg T.P. ' DU g SSI N (poff DG. G1D U rmNa«ar wort r3wraT NEPq CONSTRUCTION caw+Nn LEFT ELEVATION . 03/04/98 V4'=1'-O' 3 wy Na W-K mgl A8044 w. 3-11 ®oo® Drummond ®oo® Designs ins. 2950 BouL Lemlre Drummondville (Quebec) Canada J2B 7J6 (819)477-6646 ATTENTION FOR ANY TECHNICAL INLOFIPREHENSION• PLFA5E CONTACT THE FRO-ELT RESPONSIBLE • - - - AT THE NUMBER ABOVE BEFORE THE BE61NIN6 OR THE CLLRSE OF THIS PROJECT. _ GOMMENTARY E-MAIL teanOM�mnontl-daelgnetom - HEAD OFFICE.1-614-4713015 g� NOTE . - - TMFSE PLANS HAVE BEEN DRA-4 N ACCORDINe TO H16H- OUALITY STANDARDS AND PRA4TICE5 AND ARE AN AGCU- la'X 14•WI VENT RATE WIDELINE TO BUILDING CONSTRUCTION. HOHEV - .R.A&MNe - LOCAL R55LL TIONS AND LOCAL 51/1LOM•le CODE REOIIIRE- . MENTS VARY AND AS WON,MAY REWIRE CHANBF-S. THE UU BUILOINe CONTRACTOR MJ5T REVISE AND INSURE WITH HIS I rll I�I CLIENT THAT THE PLANS RESPOND TO ALL COMENT 60UJERN&OITAL REWIREMEwTs IN YO.At AREA, THE CLIENT HAS THE RE5POH5ABILITY TO VERIFY ASPHALT SHINGLES 0 HIS 40HO FSI RS i `�. M15RAP B DESIGNS INC.Plc.WILL NOT ASSH_LIABILTHE FOR HI5HAP5 BEFORE,DURINe,OR AFTER THE U�OF 71NE5E 12 - PLANS FOR COW.TRIKTION. OTHn q�12 // �9 VRLJ HOME PLAN HAS BEEN OR15 ITS l Y DAUSI 0Y / � - DRUMMOND DESIGNS NC.AND IS ITS EXCLUSIVE PROPERTY. VECORATNE TRM ANY REPRODUCTION IS STRICTLY FO2EBODEN. THE g1RCHASE OF A HOME PLAN DOES NOT INCLUDE THE 00 LICENCE FOR ADVERT151NS,USE.THIS LICENCE CAN BE . fAJTLeVHT® / 2'X 6'1 24'c/c // b•pECORATIVE TRIM // R52r5STED AS 5000H AS MORE THEN ONE HO/5EE115 CE I TO BE i AT THE EX TIB3 BUILT WITH THIS HOME PLAN. FIASHIHEMMER NB I I D❑�a HORIZONTAL SIDI �M I rIL�-,JI rI�-lJI NEI 12 L�J O ------ ------ �\ \ � 4 TRIM TTP. \ S DECORATIVE!TRM TW 0 ASPHALT SHIN6S - r Dec.ORATIVe TRIM TYP. _ ry Ib'TYP .O OQ ao 0 1-I o 0 OO , STONE pF ❑ ❑ 0 co o o Q 4 a 7 FINISH GRADE N 0 0 6ALVAN I I II I a 1 1 1 I,I 1 I Id b I ' _ I I I T'J3' I II 5 TONE.A I III ti I� IIIII STEELST.• �ns.sTa uNTa KH70H I I I II - I I Id 1 1 UI I 1 I et�ws snslo„e I oyoA•u ,... I I II I 11 I _III 1 1 III - ' r A.l, _L�_J L-_J I _III— I II I I _ -- -- ? _-L- T---------_1T — ----'—f_-r-—-—- -----T r :x L_____- _-_______-L-__ - T.P. r SSI N - GAD� ORnra N!r - _ • ,. canna�ssT®w+wab NEW 0ON5TRUGTION I . REAR ELEVATION ` N'fS/04/98 V4'�I'-0•I 2&2Q crgJ 48044 -441 r DOOR SCEM LE A�"� geop Drummond Ib•x eo• G 2a'X80' 4000 Designs inc. - = � D.28'XDO' Xx 2950 Boul, Lemire Drummondville F.32• 80' • e.�.x�. (Quebec) Canada J28 7J6 s8-0. H.ae'x ao• (819)477-6646 J.6w x 8o• K•94•X 82• a-0 T-s' n'-0 L �X eo' ATTENTION 1 I'-5 I/V H16H Imo'-5�1/'1'H16H I' 2• IH'S11 FOR ANY TECHNICAL IN(gMiPREHE'N510N PLEASE CONTACT THE PROJECT RESPON515LE. 4b' 4'-0' � 4'-2 Ir1' 9'-2 V2" B'-2 VZ• 4'-2 I/2• AT THE MR15ER ABOVE BEFORE THE e6911,111,15 �. OR THE COIIR5E OF THIS PRO.EGT, Ne FOR - •J6' 4' 5W 4• 8'-z• e'er• 0'3• GOMMENTARY E-MAIL :tee�d-ck-"—. HEAD OFFICE:1-6111-477-3315 2-IC a1a CONCRETE PILASTH S NOTE E r , ON CONCRETE FOOTIN9 THESE PLANS HAVE BEEN DRAM ACCORDING TO N AC I I _ Cd1ALITY VELINESTANDARDS AND PRACTICES AID ARE AN AGGU __ _- _ J L __ _ _ r- 1 RATE 6REM-E TO SANDING CAL 5T ILDIN6. DE RE I r O�- � n LOCAL RE6UTATONS AND LOCAL BUILDING GODS REfd11RE- . 1_-.----_-- � MENTS.VARY,AND.AS 511GH,MAY REWIRE CHANGE5. THE I I = - T __ p/11DING CONTRACTOR MUST REVISE AND INSURE YUTH HIS _T r______-__I_ I I I l I III - - CLIENT THAT THE PLANS RESPOND TO ALL aVMENT J L-____ L__J J THE CLIENT T REWIREFENi I IN YOUR AREA. 3 i r____ ___ _____1 •O 3 011�7 t• THE GLIEN7 HAS THE RE PONSABILfTY TO VERIFY 4�${ I I'Xb•FLLOR BOARD9 II I 4 NIS MMIGIPALITY REQl1ATONs. i 5 I I I-0 ^ p a VV SPALING ABOVE CI IIII p B pRLNP�pND DC5 6HL INC,wILL NOT �SSUh E uABLL ITY FOR 0 n III I MISHAP''5EFORE,DURINe,OR AFTER THE USE OF THESE --------- --------� --------------------,,I r � I �'--- Ir•�', PLANS POFL GON5,T2UGTION. m� ---------- -- I . I I m z I ., • •. :.•.. I HEM ra ci"tRIG THIS HOME PLAN HAS BEEN ORIGINALLY DRAW!BY I I L. --- ------------ --------� PANEL DRIIMKONV DE516N51NG.AND IS ITS EXCLUSIVE PROPERTY. I r - - 1 ---------, I �� 1 -� 1 I ANY REPROD/1GTON I55TRICTLY FORE510DEN I I s 1Q•x D• I -CTY �(T]-� - I I NO'c'" i I N I pp THE PJRGHASE OF A HOME RAN DOES NOT INCLUDE THE I i 4•%D• I _ S _—_—_—._J_—_—_ F I H/AiER a/11.ET .T LICENCE FOR ADVERT151Ne USE;THIS LICENCE CAN BE 1 pKt \ I r 5OUGHT UPO RECd1EaT.THE F R HA5E OF A LICENCE 15 I 5'-4"FREE HIGH O I I i� \ -O -------- —-—-—- 1 REGIVE5TED AS SOON AS MIORE THEN ONE HOUSE IS TO BE Z11 \ BUILT KTH THIS HONE RAN. ��11 'v mm I 1 . Q I I Z ,I, I 13'-]• v a 7'-1' 1,3t4 1/2• \ 4'-10 1/2' -� — a u_uL--\�-- i LOADS ------ ---- --1 \�f 5300 p� — I ' Y- q,�• \ L O 14 T I 3APPR 'aN GONG Faorrtt6 4 1 Q ,�• -III--- -�-LMT - --- �.P 1 --' e'ISO m,LOAD p UP� m _ I I r _J I- --- - ---------- \ ��`LI St LI I - ' S I_BEAM_ I I 4-2 xo r -____ - n I \ �q p _ _J I < ----4 ------- D�EiraR�� 4 L. I I •j-. lot _I- m \ III I � / 111LJ 8'-O V2• IIII - ' LOAMo b�alrz�- —O i,-ary--- —s'-4..U2 - - -i2'-a-- i ml IMPORTANT I I 1 .I I r11rt1 a-z•xIo• r---1 THE FLOOR FfZAMIN6 AS B?£N DE`.a16N I UNEXGAVATED AREA ( I I _-� T-- --_r Y A40ORDIN6 TO THE 5TANDARD IN USE. L_ J LJIrLJ - pMAY I I Q I I N® Q I I III PROPOSE MANUF d TURL 9 IN THE STRUCTURE DETPANDINO ON THE PRODIIG I'X a•a ae•rJc NAILED TO - - ------ �•I I III TES OFFER. 4'CONCiSfE.5LA6 a+6• 0 I US OF 14 oR-Sl I I IIII MANUFAGTLIRE2 SHOLLO THEN 6NE TO I I w. -� TO TENDEiE2 T HE ECESSARYCR& D STOW ABOVE INFORMATIONS IN ORDER FOR HIM TO WORM G5A_ TAP ----- -------_____ II b (ExFaINDAToµIRS aGJ I I P'OVNmATON I uaTrs ItLEL_______- u n I - I 6'-D"M16H I'-o• ---- J T rwMOOR BOARDS0 a •1/0'SPAU1,16 ABOVE III I I r- , n• r--1 r-- r'111'f'1 4 caauLB revslaHl ne odowe 51 I I 9-z•x1o• - J- -L ___—_——=_J_ ==_9��'x =_ =_J_ L---------- --------------� �----- ------ ------- w PLATE ar I l L- J L _J - 1'- e-1o•m. PLASTERS L- J '11 aFaL I 1 ON CONCFEre FOOTiN6 N L --- -------- -- ------------ ---- - -At,M10ie LLHm+f�wlQ LOn%Y..1asT)ro R!eRIOe Ila 1.] p A w,PovwATION mnxa Naas onmwx 1.D1r ura. T.P. 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NEW CONSTRUCTION �yL N•JiH b ia119etL _ yp EXiBUGRt CVILET •ManD1 D.lNlaI�AUNTe TAI�IeSQON2 OVDtLCMi 6HOIQ'DETECTOR OUM1PT INTERW NECTED -pBAle Ca11rNAGTDRGGNHpIGTDHi MdT. � tl 0 NTH ALL TIE PeTEGTORS IN THE HIOLEE - H,T�rAu.a.eaas�urePnec[eae1.. FOUNDATIONS . ® VOMLATOR OUT.ET - 01MT,r APPLL'M$I�Br18 Gf WGYORAIgI ATTAOm ro PLNb Ee.5/6RIUTIGIp♦DtNLAT1aN wK EIYJ - AHo ororsr neaw ANY Gera•DaarJm NeeLTOM nqt Dwre Bute . aHVH®ro nA1L 04/04/98 V4'�I'-0• • 'G01O�Ib aIoNT�OIIFL%�LIIOIl1T HtlIL IVK 2824 ag./RI8044 rll Doom 9C+0x&2 A- X 0 16* 0' ®eo® Drummond •24 X O ®Oe® Designs Inc. . 0e2B•XW E•30"x w 2950 Boul. Lemire Drummondville r`32'x eo• e 96•X 80' (Quebec) Canada J28 7J6 • H.4e•xso, (819)477-6646 J.60•X 50" K.34'X H2• L-r-xao" ATTENTION I e'o' 12'6 „s• s'6• ,'Js rno' FOR ANY TECHNICAL PO N510N, PLEASE CONTACT THE PROJECT-ECT ' • 3'6' -0 SIBLE AT T NUMBM ABOVEeEFORETHEBE61NINe 4 3'-2 I ' 4L0• -0 4-2 / - 412 V2• 4'-0• 10-2• 2-10• OR THE COURSE OF THIS PxoECT. 96• 64'4 - 56• 64• 48' 40• GOMMENTARY ' SEE E LEVATIe .SEE I LEVATKN tOOmondOMya MAD OFFICE I-BIq-471-8315 NOTE •. THESE PLANS HAVE BEEN DRANK ACCORDING TO HIGH- - QUALITY STANDARDS AND PRACTICE AND ARP AN AL" . RATE GUIPEUNE TO WILDING CONSTRUCTION. HOkev R iV LOCAL REGULATIONS AND LOCAL WILDING GORE R52ARE- fV lV YEHIS VARY,AND AS SUCH,MAY REQUIRE GHANSES. THE -ry WILDING CONTRACTOR MST REVISE AND INSURE MTH HIS CLIENT THAT THE PLPJ15 RESPOND TO ALL CURRENT . THE O J NT HAS T RE ESPONSNF IN YOUR AREA 6'X6°POST THE GLIBR HAS THE RESPONSABILITY TO VERIFY I I PftI HIS MUNICIPALITY RESULATONs. DRI AB.PIf�UCE STOOP X I 1YP 4 A•MONO DESIGNS INC,HILL NOT ASSUME LIABILITY FOR hJ 1 I n MISHAPS 5EPORE,DURING.OR AFTER THE USE OF THESE 5-2•X6'POST '..'3-2'x6"POST h I PLANS FOR CONSTRUCTION. 2 XI LIN THIS HOME PLAN NAS BEEN ORIGINALLY DRAI'H BY . N ■ ■ _ DRURMOND DE51GH5 INC.AND 15 ITS EXCLUSIVE PROPERTY. Sj ANY REPWOWT10H 15 STRICTLY FO EETOOe R. m 5-21x 10' - O m LIVING ROOM p� +• + -- -- THE PURCHASE OF A HOME PLAN DOES NOT INCLUDE THE CAN BE CO-M9R TOP I r - —_ - `BO1�5HT UPON RREQUEST51T E PUR USEICHASE IMP E OFFAA LICENCE 15 RANSe.PAN 1'1ORE bI I m KJTGN@I III - BUILT LT`M THIS HC1-E P. THEN ORE HOUSE Is To DEN n'-O•x 12'-4• 1 1 PRLPABRIGATE77 JO ISTS TYP, p 12'-0'X 12'-4• A 5TAIR �L W ♦ o O 1II ,D Jppp 9 INi•ORCm J015T8 � 1' p m P ' 9GAM?,0 HALL 5-2'X6"POET 3'-0' n I I STEEL.PL'AM m q (GEE SHE-•T•II-11) 3'-I In• 6'-B• I EMBPDOCD . er 5-2'XIO' _ I I . 5-2'x 10'BEAM B'-0' 4'-O' . III (8�CN&IY4SR1 4 . _—_ -- ' DETEcroR -- q'-4' Tw. 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XII O (Ex.FOA•4>ATION,STAIRS ETC)- )I PPOVIOe e'sPACe I d I I = FOR PLue145 I - I I : 4 4O I 54'X6°P007 I 4 j a sT i I — 1 Tyr I v ° v 2'-2• 2'-l0• !I eee Isvua114e I aoHUoe w. I I I 1 .I 0 _ 5-3'xlo• 2]•Xlo" 54• lo• _ 5-4•xlo• �- ra�I.Ion Na vwre Br -- — — — --_—_ = _= _ — —_ —_— --_ ------- ———————— STA/tp/ sFx 4-2'xl7•LINM - 6• �`-p(�,D'�6 �'"l,�,,,o S - S Y� nroee awroe Hal•a Cn a �T G T.P.' p'.q• T 2' 11'-4' II'-10' 'j-Ay:/ u� g1M. Hvr®. ' . 2 n�,c�PoncT,t" a n"���"IxuoTweTlwe. y�" - _ _ 2 'X 4 4 16 ' '72*X 52• 96 64 / � • ueeae PARAua Pwwnnaro •P W C7 -nON +SEE A N ,♦, 4 •mN�i®�AT Mras,w,H ro• SS1 N 410' 2 5'-4' S'-4• 9'-6' 6'-2• ' . A1N!PC9111✓m AT IXIT@Im0 . OP Q1 Hw•YTBTY HwW. SL4• b�g• 6'-10' 12'-2' een.� aflP .".T'a .A¢w"�roT�� o ro Paa+ ` - toNxSme�e rNw•Hs. DG. 2210• IZ-0' W-0 -HMNn rwOATlox�H RE.d•nay®axasn I.n+a c s.e•. 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I,N9Tr wIL P@1oG101��01Q N•PC GROUND FLOOR . 7eREST.P AFM.WA G COQIOTATIQI - wTTAOasrov+e¢eSPCAfitt101gvdf6AT1011 PLAN e:IG AND ur+ca+a.e+r aP Axr caemerm ReI�TNe rfmH are euae • - owlsa To PIAM 04/04/98 V4'=1'-0' . - -ORMtl.0 OmN�1lY oco Tur ATyal tllmlTT 1VR AXC ' ` .. va+aRe oRa•�eeuewl Yes N.Ne : 1�en. yer w. . 2&29 agJ 96044 6-II DOOR SC EMLE A-I ®®®.® Drummond 13:IW x r C, 24 B0 ®®®® .Designs inc. D=28•XDo, E 3o•x 00• 2950 BOUT. Lemu-e Drummondville IF.32'x 80' (Quebec)1 Canada J2B 9J6 H 36'x 80' (819 1 477-6646 :48'X 80' ' J=60'XDO, ` K.34•X9 L a Tr x 60• ATTENTION I ' FOR ANY TECHNICAL INGOF-RISHEMON, PLEASE CONTACT THE PRO-JECT RESPONSIBLE, AT THE NUMBER ABOVE BEFORE THE BeeiNING 4'-0' OR THE COURSE OF THI5 PROJECT. COMMENTARY 5110 1/7' L,51 1 512 1 S-10 i 4'-6' EMAIL �tearnsmvmnontl-aealgm,com'' HEAD OFFICE.I-0lq-4TT 3315 NOTE THESE PLANS HAVE BEEN DRM^RN ACCORDING To HIGH- QUALITY Pi AND P AND ARE AN PLGI1- RATE GUIDELINE To BUILDIN9 CONSTRUCTON HoK-vm LOCAL REGULATIONS AND LOCAL BUILDING CODE REQUIRE- MENTS VARY,AND A5 SUCH,MAY REQUIRE CHANGES. THE C BUILDING CONTRACTOR MUST REVISE AND INSURE WITH HIS CLIENT THAT THE PLANS RESPOND To ALL CURRENT - 6OUvERNEML'NTAL R5OUIRISFfENTS IN YOUR AREA, THE CLIENT HAS THE RE'PON5ABILITY TO VERIFY HIS MUNICIPALITY REGULATIONS. M DR MMOND DESIGNS INC,HILL HOT ASSUME LIABILITY FOR FI SNAP5 BEFORE,DURING,OR AFTER THE USE OF THESE PREFAB.PiREPLACE I 4 PLANS FOR CONSTRUCTION. xlo 1 THIS HOME PLAN HAS BEEN OR161NALLY DR N BY- IN a ----- — ORUMMOND DESIGNS INC.AND 15 ITS EXCLUSIVE PROPF3tTY. ANY REPRODUCTION 15 STRICTLY FOREEROPErl 'Q I --- --- -- ® 1 ry THE R1RLHfuE OF A HOME PLAN DOES NOT INCLUDE THE 7 I I BOOM 1 �45' T - LICENCE FOR ADVBYTISING USE,THIS LICENCE CAN BE I I BOUSHT UPON REQUEST.THE PUW Hi OF A LIGENCB 15 i VANITY RC-GLESTED A$SOON AS MORE THEN ONE HOUSE 15 TO BE I 42'x 72' I - BUILT HTH THIS HOME PIANO r I I YCN I I b 1 '-4• _ - 4 I cLoeET .0 I - PODIIRN jco I , BATH ry 1 fN Y 2'10• O - I I u o a T 0. . 1 sECTHc s+o1cE 1 O'-6• Y .� R- 4' I oETrt O i O I Laq I --- e I � IR J ---------- a 1- I —————————— — R_�4" DOhP! Z-4 .5.�. y..,�• 5'-4. 5•�. IMPORTANT jM 1/�\I I Fi Q THE FLOOR FRAMING A5 BE'BN DESIGN O 1ATTIC A:.4i I O Y T ACCORDING 70 THE,STANDARD IN USE. I 2=2Mre' I I BOOM M 2 rh__—_-- g 4 HOMEVER MANUFACTURERS MAY 1 N•-O'x13'-4• LJ 3 5TTdG�REGDEPEHDINERTAIN 60ANT10N5 IN THE 7 HE FIROVUCI Home OFFICE I THEY 01 II'-0'X 10'-4' O O - MANUFACTURER SHOULD THEN 61VE TO W X I TO TENDERER THE NECPSSARY I I 60'x�• 4 Jr Its AALL TIONS INNT01 FOP,HIM TO ® - i m (EX.FOUtmATION,5TAIR5 ETW 1 1. In I I I I 1 v I I 1. I I, .�NsS STgMp/ I i _ Roo ti� esawe erevnnH ne 1 oNro+,v .P. I I d[/��� yWer d� �.•�sw1 Ho owTe Br I 63 1 — —------------------------ "yea 'ga 8= dc5 �asn ro m eRwoe Hai.z N�I, (,- Fo x 1a uNt ollaeas ®. T.P. TO OA ROOF 2YI�tl MAY wYiAi@ 56• %' � X2 • .�� .�� TO PLAgI�Bt TO rPNPILR.ffi25.DiRILTOM9. , - ,wlm ro z Raelm nose PwxxLa Pa:l,llae Ixj y slat a Fuc®.•.w,ver ro.cconoowle Pu.eos. 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NEW GON5TRUGTION . .•• - cnN�Hora ruMn TA12l1�12 ovNll NICNi - -NFILObeoNmwmae HYT1 �� . 1,YERYALL WOBbID®UI✓Z PFp®Ily 5EGOND FLOOR � 21ImPBT,P.WiY 16L 119 LP GPGVBRAl10M _ ATTAGm ro FI.vB Q19.9PBJFICAl101A veHILLATnN RaL CIW .vo uaBla eaIDNror,vet raa�era N+DLTOIB YETI RAre �-•. nNaNeo ro nnL . - -was.00 oaele oNc,tco Nar Aseu2 LLWa NDR wwr 04/04/gb I/4•cl'-O• - 6.b10 OR Ola9elaND ON Tf�G M1las fl.Ni Ha. •J@f IG. 21524 1g./g5O44 ?-11. Drummond ®®®® ®esions.inc. 1:.. 2950 Boul.. Lemire Drummondville (Quebec) Canada J2B 7J6 (819)477-6646 ATTENTION I T - - - - FOR ANY TECHNICAL INGOMPRBiEN51ON,. PLEASE CONTACT THE PRO42T RESPONSIBLE AT THE NM®FR ABOVE BEFORE THE 5E91NINe OR THE CQIRSE OF THIS PROJECT. _ COMMENTARY ' E-MAIL CeamaGfumiond-deekpncom , .. HEAD OFFICE I.M-4n-5315 14 e NOTE q 9 . nESE Y STA HAVE BEAN oRAWN ICES ADING 70 HIGH- . - Y31ALIrr STANDARDS AND F'IxAcncEs AND ARE AN ACLU-. . - _ - - 04• - - RATE 61.10ELIPE To BUILDING wNSTRUGnON HOHEVER. . LOCAL R5W-ATION5 AND LOCAL BUILDING COVE RECLIIRE MENTS VARY•AND AS 511CH,MAY REGVIRE CHANGES. THE . - O O 1 — _ BUILDIN6.CONTRACTOR MUST RBVISE APO INS)RE RT-t HIS _ v __ _ _ 1 CLIENT THAT THE PLANS RESPOND To ALL CLRRENT ___-__ 1___1_1 - _ 6pNERNEME AL REMIRtTIENT51N YOUR AREA -- T I !THIS C IE FALSITY�E Re5P N5A51utt TO VERIFY . 7 9 T1YU08G8•34'G/G 1 I ® I 9 _ MISHAPSD� �BEFOREI6NS INC,WILL NOT A55U�E DURIN6,OR AFTER THE USEI OFLITHESE TY R -I I q'-0" 10'8' I I I T PLANS FOR CON5TRIICTON. q < ' ----- -1 J I.I �/ ,. THIS HOME PLAN.HAS BEEN ORIGINALLY DRAWN BY ______ I — ______ .__T__T____ DRA41"IOND DE516N51W—AND 15175 EXCLUSIVE PROPERTY r_______ _______ _ '1(T• --- --_ ------ ____ __—_1__1___ 1 '� ANY REPROVUCTION 155TRICTLY FORE'.IDDEJ. /(� I THE WRC.HA5E OF A HOME PLAN DOES NOT INGJAE THE I I I 'I 11 I I I I I rr ' I I ..4-3•X6"POST j j 611� III ucENCE FOR ADVERn51NG USE:THIS LICENCE CAN BE (AS PP-R M~'W' 1 _ OST 1 - BOU6HT UPON RBOX5T.THE PURCHASE OF A LICENCE 15 I 1 I III 42 XH3• III I I I ( I 5UIILLTT NITHO ITM 5 H�PPLLAR MORE THEN org HHouse 15 TO BE TRUSSES 61411/G I I III III q I I 1 TRU68E9 a sa°Wc I IIi I I I I m � - 1 I / / I'I III 9IHtDER. 11 I I I I I HR'INPORGGD 7RlY.sSIw I OUN (AS PER MANUPAGJ - 1 I ARD SKYLIeHr ------ -- J I III III - III - 1 I - I a ---- ------------ \ III IJ I'1 rl 1 ---- --------- I wl Ir- ----- Ts�xsa�a•W< Q O'-I• 6'3• HRm, o I I n SIRMt \ I I . 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ROOF PLAN , • , - GAffi sue., O4/qb- I/4'=1'-O*' • � � _ ij.Hi NF sHH�r Ho. 282q mg.'48044 III ®oob ®rumm*nd . - TRUSSBB C 24•a,c . Ioo® Designs ins. a. Bee swnON•H 2950 12 12 (Quebec) Canada uondville Canada JZB7J6 q� 7:�q (819)417-6646 GASPER - (AS PM MAMPAC,UR�W (AS PERMANIPACTVRERI ATTENTION I _ FOR ANY TECHNICAL WCO� BBION. PLEASE CONTACT THE PROJECT RESPONSIBLE, . • AT THE NUMBER ABOVE BEFORE THE BESINING OR THE OOLRSE OF THIS PRO-M-T. GOMMENTARY �. E-MAIL teunOb1-3315 deakyntom HEAD OFFICE.1-HI9-41T-3315 . .. --- NOTE //- -- - /// 16° R'-0' 13'-H' 9'-0' I6` THESE PLANS HAVE REEK DRAMS!AGCOIiDIN6 TO McHH- // 12 GLA1WSTAMT PRACTICES DELINE O 6CON CONSTRUCTION. Fcl-E AFZ AN� ------ 12 // \� 3'XaY24'c/G RAPTEI + - ----- I q �° - LEGAL REGULATIONS AND,M AL S GODS REQUIRE- - MENTS VARY,AND A5 SUCH,MAY REQUIREeWRE CHANGES. THE R D WLOIN9 CONTRACTOR M15T REVISE AND INSURE WITH HIS I CLIENT THAT 111E PLANS RESPOND TO ALL CURRENT 5-2'X 10"BGAM 12 60UVERI�TENTAL REGVIREMENTS IN TOUR AREA p �p SECOND I THE CUENHS T RAS THE RS RE5P0H5A5ILYy TO VERIFY SECOND FLOOR FLOOR y - DRIAHMOND DE516f S INC,HILL NOT ASSUME LIABILITY FOR 2-2•X 10" S n MISHAPS BEFORE.0MN6.OR AFTER THE USE OF THESE FLOOR TO BE EULT PLANS POR CONSTRUCTION. 7 L®FiHt STWP 130TTOMI caret OF TfdY54 q' ��11/t$�!�11�ORGED 2•X 4' 2-2"X 10• TO MATCH WEER VOE JOIST ry THIS HOME RAN HAS BEEN ORI61NAJlY DRA 104 5'Y AT LANDINS___ __ DFZIJI? ND DESIGNS INC.AND 15 ITS EXCLUSIVE PROPERTY. 16•TTP 2110' 19'-H` 12'-0• 4'-10• '�' La Fm STRIP ANY REPRODUCTION 15 STRICTLY FOREHIDDEM , 2-X a• B�iy '-0 I/Z' ' THE PURCHASE OF A 11O1'E PLAN DOES NOT INCLIAE THE IV LICENCE FOR ADVERT151N6 USE,THIS LICENCE CAN SE . H p BOUGHT UPON RECdE5T.THE PURCHASE OF A LICENCE IS . - S R MJESTED AS SOON AS MORE THEN ONE HOUSE 15 TO BE 1V BUILT NTH THIS HOME RAN n r01-4* c AROUND 6RWND FLOOR - FLOOR . v a? r-91, ry BOUDOIR 21'-O• 52'-0' 4 Q PS'-H• Al (EXT.r ATIOIB/ - (PM.PQIOATOtl41 Qf EXT.rQADAn �0 . _6T BASEMENT ASEMENT BASEMENT p O.®HtN ERfIT MIIMO.CMLL 0.AN.Ta 9 lMILI'/�LTI✓>9O flIIPLD V19t�'ALL MbMNQLlB ECN!O!•N�1 NMY 1®AJATppfT t0 R! MW rAL1 V✓atD li.1GlATW G ' TM\TARY NO PLO V!!T 111dJ IVLIIB MLL� ' OBTN�Af.CCIIDIIb TO THE O!�I11.O fllidY.11iR ' _ NAOf3ATlp1 RC16LT. l SECTION 9 SECTION CRO55 9EGTION AW+ON IHOILATIN9 TIE DIR!'LTI011 - 12 12 A�dl Iwcrt 95TtlN 19 RtMD 12 2'X4'.24'c%RA net q q Ax oN rwcN%TAN roe rAml 12 �q - GIRDGR . � (A9.PEA MAKRACTVREV 12 12 T7a/99E9•24'c/c � S am MITION-10 m In eeHHmiae rsJelon ae r o1�AD SnP. rsnsiu ru onre 16• TYP (E%T.FlBER BOAfm1 - (EXT.FEER 90A w) C�10 SECTION T.P. II SECTION 8g bg 9 1w au � w TfPE 21'�i• s'�• 16' ' 3S1 N E:--- 3-21 0 � (S M MANUPACT DUM(L.A MIKKINATM BGAM L.VL(AB PGR MAtd1PAGT1RE�1 -------- 12 12 - L10" CAM12a� SECOND FLOOR - S S caNpuleR ie9uim°^ro""a 6B. J. 3-2°X 10' _ sTRIP JOIST NAMfiH2 10'-10' l'-4• 14'$° lHJ6ER STRIP ' LEDGBL STRIPE-2°X 10' PROJPLT '-6• 4'-10' . T 2•x a• II'-a• '-10• 16 TTP 4'-4' a•x 4 - ... NEW 0ON5TRUCTION ww aNe (EXT.PO1.4OATbN6)' . 8 52GTION .. _ 1� S��GTION TFZU55 D�AC7"MM q SECTION 14 SECTION 8 q DATE SW.E _ 2H2g o gJ g8044 g-II boo® Drummond ®oo® Designs inc. 2950 BouL Lemire Drummondville OAR E '"B LE-IRON (Quebec) Canada J2B 7J6 wiry/2 XANc2 INo nse (819)477-6646 ATTENTION FOR ANY TECHNICAL IWCMPREHEH*IOK FINISH®GROUND PLEASE CONTACT THE PRO-ELT RESPONSIBLE, AT THE NB•'EER ABOVE BEFORE THE BESININ6 Y OR THE COURSE OF T14I5 PPO_ECT. V : COMMENTARY - VAPOR BARRIER°• D - . ' n VAPOR E-MAIL .CeGmOCr'vmnplO-Cesltyu/cln WIRE MESH bxb-b/b tV BARRI HEAD OFFICE 1-15111-4T3315 ' � — ' NOTE GRAVEL COMPACTED O-595 `I-A'LER 4 I!2• 14 s I/2• THESE PLANS HAVE BEEN DRAWN AGGORDNB TO H16H- QUAUTY STANDARDS AND PRACTICES AND ARE AN A000- RIGID INSULATION - RATE 6UIDELINE TO BUILDRi9 GONr TPtUGTON. HOY� TYPE 4 - Q' LOCAL REGULATIONS AND LOCAL BUILDING CODE RCSUIRE-. REINFORCEMENT ROD _ MBNT5 VARY.Alm AS SUCH,MAY REWIRE GHPNSE5. THE 15 M.O 12'a/c - .'Q'. BUILDING CONTRACTOR MUST RESE AND INSURE MTH HIS . .. VI CLIENT THAT THE PLANS RESPOND TO ALL GU2RENT SO VERNE!"ENTAL REOUIREMENT5 IN YOUR AREA THE CLIENT HAS THE RE5FON5A3ILITY TO VERIFY HIS MUNICIPALITY RESMATION5. 3 T.0 9 1/2' '-4 1/2' DRU4MOH 0 DES16N5 ING,WILL NOT A55UHg LIABILITY FOR- BANISTER2 SECTION 3 SECTION MISHAPS BEFOREN6&OR AFTER THE USE OF THESE SI 51 FOR THIS HOME PLAN HAS BEEN ORIGINALLY DRAHN BY DfdMMOND De516NS INC.AND 19 ITS EXCLUSIVE PROPERTY. ANY RI3-RODIUCTION IS STRICTLY FOREBIDDEN. THE PLRLHASE OP A HOME PLAN DOES NOT INCLUDE THE LICENCE FOR ADVERT15IN6 IU51�THIS LICENCE GAN BE EXTERIOR AIR FILM 003 BOUGHT UPON REQUEST.THE FVRGHASE OF A LICENCE 15 BRICK 4' 0.14 REQUESTED AS SOON AS MORE THEN ONE HOUSE 15 TO BE AIR SPACE I' BUILT MTH THIS HOME PLAN, • AIR BARRIER 002 R.A•H"L•A'O EXT.FIBER BOARD 1/2' 033 EXTERIOR AIR FILM 009 'Q �• 2•Xb'O IB'c/c BYPFM4 W.1/7 O.OB ftl SECOND 1'LOCR INSULATION R-20 350 FURRING I•X3.0 16-./e 0.11 VAPOR BARRIER — EXT.FIFER BOARD 1/2• 0M - C / FURRINS 1•X3'O Ib'Uc O.I-1 2•Xb'O Ib'c/c 16 BYPSI/M 1/2' 0 INSULATION R-20(33) 350 r To G/+LK INTERIOR AIR FILM 0.12 VAPOR BARRIER — O IS - FVRRIN6 I•X3'o Ib'u OJT S TOTAL 1' .I GYPSUM 50.1/2" 005 14 _ a /1: INTERIOR AIR FILM 0.12 V /' a v V 4 LANDING TOTAL R5J.450 � 12 a' a F 5 SECTION 4 - BANISTER 10 e 4 5EGTION S -T r 5 � II T.O9V2'�g'-g U2' n / 9 T.•4 UZ_Y-4 U2' CEILING(SARAEW) TRiJ5SE5 o 241G/G - 2 EXTERIOR AIR FILM 003 INSULATION R-31(5.4) 5.40 - - I GROUND¢L /9 VAPOR BARRIER — . FURRING I•X4.O I&'G/G 0.15 GYPSW BD.1/2' 000 / INTERIOR AIR FILM 0.12 TOTAL R5.1. 5.10 . `^ it // // �_ .BOUDOIR ciae+,ue Rcxnxm aawb �e w. 4 Isdnla+ ro w.Te er v / O / / m HANDRAIL /' // F /g - O T.P. u / q3 (// ou// 9 y to / b SECTION SSI M a N / w g 14 12 ro Mom+ 1➢ NOSING I' / cAD 0 BASEMENT DRAM« ' - cMvleaAr,Is�wA,o�e 68. 4 11 9 UT T-I VY w T I SECTION , to SCALE,1/2•�r-o• NEYq CONSTRUCTION IaWi1�9 SECTION DAT e v M iO4/016 PINT ND. - 91Qf ND. 1829 mgl gW44 ,10-11 II es) Drummond ASPHALT PAPER.50 - ASPHALT PAPER•50 3000 Designs inn. I 2950 Boul Lemire Drummondville 12'MIN. - I2^MIN . . (Quebec) Canada M 7J6 (819)477-6646 SLOPE SEE ELEVATION - SLOPEE SC'- —ATION ` -• STEEL PLA 2'MIN. 2•MIN, TEJ TO BEAM ' AIR SPACE - AIR SPACE 0 W MAX ATTENTION I� FOR ANY TECHNICAL INCOMPRENEBION, (5� ER) - !` _ _ I PLEASE GONTAC7 THE PROJECT RESPONSIBLE' MJM THE . . I AT THE BER ABOVE BEFORE E BE6INING OR THE COURSE OF TH15 PROJECT. EMBEDDED ►�oD COMMENTARY SHOP B-MAIL I-aMd1-3515 -tlay .. BEAM DETAIL PRIMED PLATE 2" HEAD OFFICE.I-019-4T3315 TOP'Y'CJ T fLASHI -f TOP'°FtATE-ASHI1" 1 — PLYNOOO GYPSUM Ed. NOT'_ . - 2'.2" WUALI STY�ARRDS�AFID PRACTICES DARE AN� ALLMINIUN PACIA ALUMINIUM PAC1A PERFORATED . RATE GUIDELINE TO EUILDINS COH5TRIICTION HOHEVM SO 2 1I1'".PERFORATED - .. - SOFFIT+ 12-'X3' .. EXPOSED STEEL LOCAL R55ULATION5 AID LOCAL BUILDING CODE REGMRI MOULDING'J" MOULDING'J' R BEAM DETAIL FIENTS VARY,AND AS SUCK MAY REQUIRE CHANSES. THE . BUILDING CONTRACTOR FUST REVISE AND 1NSURE NTH HIE SEE ELEVATION - ELEVATION O.fl EXT.AIR :. " SHOP CLIENT THAT THE FLANS RESPOND TO ALL CVFREM .. _ ASPHALT ESillSINGLE9 THE CLIENT HAS THE RESPONEABILT'TO VERIFY R R SELF ADHESIVE FDA � �. � 6L7AERNEHENTAL REQUIREM@R'r IN Yg1R AREA 0.11 EXT.AIR FOR ALL EXTERIOR IOOV - PLYWOOD/2' O.TO SIDING(SEE EIJBVATIOW O.YI EXT.AIR '..FAL ALL RUBLE WOOD PIECES HIS NA.NICIPA ES1 RBSIIL,KILL N - N - ASPiIALT SHINGLES CV tEX.,PAR,RtANE.P05TS,J W'CLIPS I/2' __ V X 3'RJRRIN S 0 16'Wc _I - MISSES a 24"c/c 4'MAX. D�� TRUCTIOI LL NOT R THE()LIABILITY FOR SELF ADHESIVE 2100 STEEL PLA - MISHAPS BEFORE,p/RING,OR AFTER THE USE of THESE !1'X 3'RA2RIN6 a 12'Wc 40 GATT INSULATION RHO FOR OBLIQUE SIDING) - - PLYWOOD I/2' - ILIA FIBER BOARD INT.I/2° BOLTED TO BEAM - _ . TOTAL N•CLIPS 1/2' SEALED VAPOUR BARRIER .OJI AIR BARRIER TOTAL BRUTES 0 24`Wc SLOPE E'er ELEVATION Ob6 I•X 4'RIRRIN6 0 16'Wc 131 FIBER BOARD a W233/ 40 BAIT INSULATION.1/2" 0.46 GYPSUM Ed.1/2' Dia1MN ONO DESIGNS INC.AND IS 175 EXCLUSIVE PROPERT 2•X 6.5TWT 0 IR-2 ILIA FIBER BOARD TNT:V2' - THIS HOME PLAN HA5 BEEN ORIGINALLY DRAM BY ?D BAIT INSULATION R-20 - Obb INT.AIR - I-X 3'F RRINS BARRIER SEALED VAPOUR BARRIER ' ANY REPRODUCTION IS STRICTLY FCl�IDD@!. 0.41 I'X 3'FURRING a Ib'Wc Obb r X a°RRRIN6 0 16•Wc EMBEDDED STEEL THE PURCHASE OF A HOME PLAN DOES NOT INCLUDE THE 0.46 GYPSUM Bd.1/2' 0.46 GYPSUM Bd.1/2" BEAM DETAIL- - . Obb INT.AIR Obb Mr.AIR LICENCE FOR ADVERTISING USE THIS LICENCE CAN BE BOUGHT UPON REQLE5T.THE PURCHASE OF A LICENCE IS BASE BOARD BASE BOARD -REQUE5TED AS SOON AS MORE THEN ONE FUSE 15 TO BE FINI5HED FLOOR NUM FLASHING FIN FLOOR BUILT WITH THIS HOME PLAN I JM FASCIA WOOL R-20 - BATT INS(.IATION R-20 I VAPOUR BARRI -- —.-- VAPOUR BARRIER i TOP PLATE TOP OF TOP PLATE DOUBLIE PLATE PERFORATED DQ/BLE PLATE CEILING - JEILIN OR PREFABRICATED, DMIELE PLATE 2-2'W ATIOH SOFFIT.1•X3'FURRING 1A'Wc 2-2'X6" I'X 4•FLWZIFIG a I�'Wc - I 2-2'X4• LINTEL 2-2'XIO' °J'MOULDINS LINTEL 2-2•XIO' OYPSLH Bd,I/2' HOOL SPAC® - BATT INSULATION - -HALLS STD LINTEL - FLASHING FOR ALL pCTB2IOR IWJ.LS - - ARTIFICIAL STONE♦ 5EN.ALL Rlw c PMCZ5 ARTIFICIAL STONE♦ - ALL OOL9LE WOOD PltSE9 DRIP UNDER OM.RAIL,RU4'E POSTS,J DRIP ARTIFVWEICIAL t IEJc.RAIL FRAN'd`.POSTS,J 2'X 4'STUDS a 12"Wo - .) INTERIOR WALL LINTEL 2-2'XIO" 6YPSIA4 Ed.142' R 2'X3' SWDr a 16'Wc,�OCKMG 6NYf-kM Ed.V24• Q• 0 AIR FILM CAUJ'JN6 ff on AIR FILM GPULKIN6 080 STEEL CLIPS ICK 4' O60 STEEL CLIPS 4• bYPSUM.2" 5'STEEL CLIPS _ 9T®.CLIP9 !DOUBLE 2'X 3"AT ALL D00t2 FB2R0CERS) .Qi AIR SPACE I° .qT AIR SPACE I• (LSE 2'X 4'OR 2'X 6'FOR ALL WALLS KITH an AIR BARRIER 0:11 AIR BARRIER MEGANICAL EGUIPEFIENTI VENTILATION BLOC.KINS AT 1 FIBER BOARD 1/2'' - OR PLJR 91N6)J 13 131 F1HER BOARD IR' HALF-iEIGHT 2•X 6•STLDS 0 I6'Wc TOTK R-K'..IB 2'X 6'5TUD5 0 16'c/c TMAL 25AT - 20 BATT INSULATION R-20 - 20 GATT INSULATION R-20 PLY1"1000 VAPOA7 BARRIER - VAPOUR BARRIER TONGUE AND GROOVE OAT I•X 3'RIRRINS 0 16'4✓c 0.4T 1'X 3•PURRINS 0 16'1/c JOISTS(SEE FOUNDATION FLAW O.%GYPSUM Ed.1/2' 0.46 GYPSM Ed.V2• Obb INT.AIR BASE Obb INT.AIR WOOD 1•10' BASE BOARD (ADD A 5/6'PLYWOOD FOR ALL FINISHED FLOOR LW SPACED FLOOR FINISHING. FIN' FLOOR st RANK OPENED . JOINT a 24•Wc, ANCORA SL,TAR OR - - FLASING a'a.NIGH. WOOL R-20 ASPHALT PAPER 50 JOISTS(SEE FARO GATT INSUATION R-20 1 I . VAPO BARRI BETAEEN —FLAN VAPOUR BARRIER I I I TOP OF FOUNDATION `ONCRETIE' Of FOUNV6,TI 1a RANG OPENED - - 2•Ki'•24•u JOINT 0 24'Wc, �I D01cu F RATE 6H✓O+ME la'vlsla+ne ONwNb M SOLE RATE 2'X4•, R R.ASIIINS FINISHED 6ROUD - OJT - SOLEHI ETHA AM STRIP _ Ige CONCRETE 10' 5O�� 2-2'X4' Rcvlslal ro vAre on AIR FILM ROUGIFCAST _ TOTAL 10D0 RIGID INSULATION 2'TYP 2 BOLTED TO THE BEAM 9U I'J4 CONCRETE 10' SOLE PLATE 2'%4'♦- - - SEA'-E37 VAPOUR BARRIER , IOOO PJ61D WALATION 2'TYP 2 NAILED TO F`IMS 0 16ON FLA5IING ETHAFOAM STRIP - J9 - H 14'FURRING 0 16'WG VERTICAL 4'MAX ' - SEALED VAPOUR BARRIB2 � � , I'X4•a 24".& 0.46 GYPSUM Bd.V2' - . TOTAL R-BA O,46 Gr"SW�° - 08H INT.AIR - SBA°'0 12'Wc FINISHED GROUND _ Obb AIR FILM _ NOTE,do not we Yeukrtion DOUBLE RATE 2-2'x4' T.P. NOTE,do^1—��1�- Q _ ta• bard BLOCKING AT SOLE PLATE 2'X4'♦ ROUGHCAST _ m wPPO1'N'Pa'the 4P0^^ _1 I2 NOR BOLTL6.0 8'-0"Wc m eupCaort 9•P81"" MALFHEISHT H� BOLTS 1/2'DIAL X W LS 0 _ - LINTEL T 2•X10' W i BCNA.K1-01�N6 A117 ANKJDRE _ SFAI.Td7 JOINT FOR THE CONCRETE 10' _ SEAL®JOINT FOR THE ADJJ5TABLE POST ON POST 2-2'X4° R SSI VAPOUR BARRIER GOAL TAR LAYER .. VAPOUR BARRIER N CONCRETE 10"LA - UNDER FIN15HED 6ROU D LEVEL _ I ILOAD,H 000 pcb.rnaX) - - I GOAL TAR LATER - .. CONCRETE SLAB 4'min. DOER FINISH®6RAIO LBVEL� POLYETHYLENE DOb` CONG�TE POLYETHYLENE DOI' ASPHALT PAPIER •IS ANC+IOR BOLT♦ TO vdaH `D I CONCRETE SLAB 4•mh. - BOTTOM RATE 2-2'X4` ANGLE 6'MIN OF GOWACTE77 9/4• a 12•-CLEAN STONE _ b'MM.OF COMPACTED 9/4" 12°CRUSTED STONE - CRUSHED STONEDEPEDIN6 AROUD STEEL POST WATERPROOFING LAYER CRUSHED OLINDDEP TL4RE. 3/4°ORATE ON 4"DIAL ON THE GROUD5 NATURE. POLYtTHYLE R DOA° GhD Ip. 3/4•CLEAN ON 4'DIA _ - FOT1L�$FRAMEYYJRK I/2"tlb. pUrN BY ON THE GROUNDS NATIA�. PERFORATED DRAIN PERFORATED DRAIN - �, - IN BOTH DIRECTIONS I ASPHALT PAPER a B AROUND (BLIT NOT IN CLAYEY = (5Lrr NOTN IN CLAYEY J OF THE NG WALL - ® To vsaFr TOP OF FOOTING TOP OF FOOTING '°,°:. A..N: A.: _ L J. ,... >.. •>.. COF CA A5552D RAU9 BB A o Qi 41 u� :0. el a PRG�PL 'GAL WALL SEGTI N FOOTING DIMENSION ISENOTED/ n 'GAL HALL 5EGT1 N bQ��. BED 4 POSTS AO�-1- �H ��TRUGTION ->so�HERW A= .10" ` G=`30" TTP G Trp TYPICAL WALL 5EGTION 2-5-° B- 24N.. D= 20111. 04 1 04/48 2000 Ib/SqA ASSUMED 6ROUND LOAD CAPACITY."FOR LE R CAPACITY,COMRACTOR.NRUST.AD,LST FOOTING DIFFENNSI0N5. - - .. - 252Q atg146044 IHI - ( o - � a LOCUS MA y r 4 / T)r Al /7 7 E : L to, r E T PR�iArE J _ IN, -- - '^'" Y (� I. _ - f%�GE S/a S. /•I CCEi�TE� N/Gi-/ LNKE- 4z -SA TTo.l" Pl G of So w.+,• /c M / S /G . S F T 4 tl v LAA"E < S M 1rl Q I DEEP OBSERVATION HOLE k 1 Scale: I in.al000ft. ;' -- Witness:Glenn Harrington,Barnstable Health Dept.� Test Date:April l7,2001; g L E CS E N T-D 1 C' T ¢ T /%E E L �, 7,,q T t I,,) PERFORMED BY R Perry,P.E. pROPo56D CON10LJ 2, UNG R FaOFbs6p RCSGRYG AREA elevation depth in. horizon texture color mottling other - r x Ex1�7►Nei CONTtmU R2 P ( ) g x x x xxi t311 NO S Pdr R.L6 VATIONS I Q -w- WATER LINt (F,, ;, . !- '�) & Tr ST HOLS LOCG,770N 0 ` A' ��. , CQ�� VIZOPl7fslSD GAL.SEPM TA" Pt�P61ZTY LIN1= / 56.0-55.5 0 -6 A loam.sand lOYR 4/3 f'fa0i�5ED pISTILBU1l0Al BAX Lx X 7 PISCIOSED SPC7>' E.12:V/-1TI0 N t i1J 7 ! t C PRo Fbt's e1 D SAS -_ U N C20BR4 R9 oU N C> ' 55.5-53.5 6-30 B loam.sand 10YR 5/6 1 �3E/V eN��A R K: 7-r7p S3.5-46.0 30-120 C m.-cse 10YR 6/4 SO. C) -A, GENERAL NOTES J� r O T S 1. ELEVATIONS REFER TO APPROX.NGVD. ELEVATION 1 BENCHMARK IS THE TOP OF THE CONCRETE PROPERTY CORNER S� ✓ / areot mate 'al:Glacial o twash MARKER AT THE EAST PROPERTY LINE ANGLE POINT. / / Depth to Groun ater dw oot encountered Estimated High groundwater:N/A 2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE / Perc.test data: see soil test 2 STATE SANITARY CODE,TITLE 5 AND TOWN OF BARNSTABLE Percolation rate=SMPI HEALTH DEPT.REGULATIONS. ,�. i ( �� DEEP OBSERVATION HOLE M 2 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE -_ ro N / / HEALTH DEPT. Test Date:April 17,2001;Witness:Glean Harrington,Barnstable Health Dept. 4. NO PERMANENT STRUCTURES ARE PERMITTED OVER THE 100% PERFORMED BY R Perry,P.E. RESERVE AREA. ,� 12 5. INSTALLATION CONTRACTOR SHALL VERIFY SOIL PIPE j elevation depth(in.) horizon texture color mottling other nLx \y / CONDITION PRIOR TO MAKING CONNECTION. \ (, /f// 57.0-S6.t a- 11. fill 6. UTILIZE DIGSAFE AND ANY OTHER NECESSARY UTILITY! MARKOUT SERVICE TO LOCATE AND PROTECT ALL / \ Sb.l-55.6 1 t-17 A loam.sand 10YR 4!3 UNDERGROUND UTILITIES. !� 7. THE SOIL TESTS INDICATE THAT THE SAS INLET INVERT MUST 1 j / 55.6-53.3 17-39 B loam.sand 10YR 5/6 BE BELOW THE B SOIL HORIZON AT A DEPTH OF APPROX.39 INCHES. THIS MUST BE VERIFIED AT TIME OF EXCAVATION. 53.2-45.5 39-133 C in.-cse 10YR 6/4 8. INSTALLER SHALL CONTACT ENGINEER AT 503-296-4961 AT TIME OF EXCAVATION TO VERIFY SOIL CONDITIONS ENCOUNTERED AND A1.00 AT COMPI.F.TION FOR SYSTEM CERTIFICATION. f 9. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE I Iti \ / ✓ ! REGARDING SOIL CONDITIONS ENCOUNTERED DURING I CONSTRUCTION. j Parent material:Glacial outs►uh 10.FAST SYSTEM TECHNOLOGY FOR NITROGEN REMOVAL.IS Depth to Groundwater: not encountered Estimated High groundwater: N/A PROPOSED WITH THIS SYSTEM.SEE DESIGN DATA.FOR + CIA Perc.test data: Presoaked:24 gallons passed through test hole in 0 min. 10 sec. 4)70 inch TECHNICAL INFORMATION AND GUIDANCE CONTACT J&R R(,1 depth ENGINEERED PRODUCTS AT 509-771-5570 Percolation rate-SMPI 11. NO KNOWN WELLS EXIST WITHIN 200 FT.OF THE PROPOSED SEPTIC SYSTEM. b 12. PLAN REFERENCE: PLAN BOOK 105,PAGE 107 � 1 SPECIAL NOTE DESIGN DATA TOTAL.LOT AREA(LOT 3&4)=16,930 S.F.; LOT LINE BETWEEN LOT 3 NITROGEN REMOVAL TO ACHIEVE AN INCORPORATES EQUIVALENTANCED FLOW AND LOT 4 TO BE DISREGARDED AND/OR ELIMINATED.SITE IS IN A PUBLIC WATER SUPPLY ZONE 11, SYSTEM DESIGN INCLUDES ALLOWANCE OF MO GPD PER ACRE. THIS TRANSLATES TO ENHANCED NITROGEN REMOVAL 0.01375 GAL PER SQ.FT.PER DAY; THE SUBJECT SITE CONTAINS HYDRAULIC LOADING - 2 BEDROOMS ` 16,930 SQ.FT.; ALLOWABLE FLOW IS THEREFORE EQUAL TO: 1 16,930 S.F.X 0.01375GAL/S-FJDAY-232.3 GPD 110 GPD/BEDROOM X 2 BEDROOMS =220.0 GPD THIS ALLOWS FOR A TWO BEDROOM FLOW OF 220 GPD. SEPTIC TANK SIZE-220.OGPD X 200%=440GAL. • THE SEPTIC TANK SHALL BE FITTED WITH A FAST SYSTEM PROVIDE 1500 GAL TANK IH-10) APPARATUS FOR ENHANCED NITROGEN REMOVAL PERCOLATION RATE-LESS THAN 5 MPI S� (RECIRCULATING FILTER).THE FAST SYSTEM EQUIPMENT BOTTOM AND SIDEWALL LOAD RATE=0.74 GPD/S.F. SHALL BE DESIGNED,INSTALLED,INSPECTED AND MAINTAINED SIDE AREA:(2x2')(25.0'+12.3')=151.2 S.F. IN ACCORDANCE WITH TITLE 5-310CMR 15.217,AND 15.291 BOTTOM AREA: 25' X 12.8'=320.0 S.F. THROUGH 1&229 CAPACITY: 471.2 S.F. X 0.74GAL/S.F.=348.7 GPD THE SYSTEM SHALL BE PROVIDED AND INSTALLED BY AND (ACTUAL USE 1S LIMITED TO 220GPD) 7 UNDER THE DIRECTION OF J AND R ENGINEERED PRODUCTS,44 G.9 RBA GF.'GRINDER IS�VT PERMITTED FOR THIS DESIGN COMMERCIAL STREET,RAYNHAM,MA 02767;TEL N 503-771-5570. INSTALLER SHALL CONTACT THE ENGINEER AND THE HEALTH "FPT Fou NV C•t1 kNCFC TO TIIFCF INIgTR1'C'TIONc T/C TNN Tv ^r ? .- 5E r TIC S Y sT E M rzo F I F ! PLAN SHOWING PROPOSED Ft1ST Sr5TFi`1 vJNiT F.� • _� iGA.�.E_- . T rc E� R �< < L SUBSURFACE SEWAGE DISPOSAL SYSTEM �. ►/IANIapLt coeW- MIN.DIA--44' 8'�MANNOLE WITH GONC-4ZETE ' t3t�lJ4Nr U� Mv W1T1.41N W Ot' 2' LAytW, �-�' -14) coven >r FLAME 13ROUCWNT FOR A PROPOSED SINGLE FAMILY RESIDENCE flWV*4RD GG74DE WAS64C17 S'RZ>NL WITHIN G"CUF F(Q5HGD GRADE AT R ENTERVII �q • S o --__�.__•_��`y. 96 OLD FARM ROAD, C 1 E, MA - wv= �' " ASSESSORS' MAP 251; PARCELS 003 & 004 i' 3K1L j SC I 3 MAX., IZ'raN CLEAN / BACiL ILL PREPARED FOR v _ C 4. R• EDWARD W. MARSHALL J _ r t4" _ -� CID ❑ 0 m o C] D -] n a ❑n r� Cl C�,E3 Ej 190 CONNORS ROAD �v'• J 4 I' T ���-y CENTERVILLE MA 02632 + I NV.= S-_�.�/ - K'.<__ � •` ` , 0 Q Q CD Q 0 Q ❑ f� Ca ❑ .�__ Q n '_1 ❑ , ,� •i f 4-0' BAFFt_� I COAS ''�_�' r� o a❑ O Cao ❑ �� aaaaacsaaa ��. .. 2 508-778-8871 ' s�Ts�N Q I - [a LIQUID i► � ❑ ❑❑ ❑ L-1❑ ❑ _� LEVLL FA : T 'DWTg1IPUT10N -Wox ° ` 1 1 MAY 1, 2001 SCALE - 1"=20' ft'go srom 1 C U t 31X- IYe �6 TA=xjeyL-1t: � 611,60W TANK t TNvt_RT- @L.ZVA.T140N5 I 8.5' o DM of PREPARED BY - . . . • = VVQ a H E S-T U 1�1L- T E CAPE INC�;Y , , „ , r OF ALL OUTLETS T� SYs PE COD ENGINEERING, IN ' Be '449 SAME c�R �- - - -- - - --- - - -- - -- -- ELF-V � ���� ROBERT M. PERRY, PE R.l wort - o • • USA* o-rATI Ny WIecz - -- - - - __ - - - ----- - ---- - r G aa4ft, 50 LELAND ROAD ALL PIrC 1a SL OUTLgTt � r 4! -* pV C TIGHT _ TAr. IC _ )(PICAL LF-AC14 BREWSTER,MA 02631 301µT- OVTLET P( PE-� 51AALL. kit-- TEL - 508-896-4861 PQtCA S2t=l)yFdRCCD GL7NCRF T t LEVEL I AT L&G.ST Two F=c r 3