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BP-67235RESIDENTIAL ❑ Phased Approval (R106.3.3) $25.00 APPLICATION FEE IS NON RE -FUNDABLE air NON -TRANSFERABLE U CONSTRUCTION PLANS EYS'ITE PLAN Revised 10/11 0 ENERGY REPORT RESIDENTIAL SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT_ ..- 1 Owner Record: y. H A P-G• "V SHtRoM .i . S'f-1r-s';�RT (041 umim s i . New RED'FeRD lft 502-"q_23 Name (print) Contact,Address (),ri4 Phone Number 2.2 Authorized Agent: Name (print) Contact Address Phone Number SECTION 3'- CONSTRUCTION SERVICES' . 3.1 Licensed Construction Supervisor/Specialty License: License Number: Company Name/Contractor Name: Address: Expiration Date: Signature: Telephone: 3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: 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. If you are applying under this section sign below: Signature: Cri?LG"' 177', -1 7 —aS33 4=.WORKER'S COMPENSATION INSURANCEAFFIDAVIT MGL'c 152 § 25 Worker's. 3ompensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ Yes ❑ No ' '' 'SECTION 5 - DESCRIPTION OF PROPOSED WORK (Check all applicable) ❑ Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove S(New Construction* ❑ Accessory Bldg. ❑ Roofing/Siding ❑ Other (Energy report required) (Shed/Garage) (Specify below) ❑ Addition ❑ Replacement window/door ❑ Demolition (Energy report required) No. of windows Doors (Specify below) Y *;f new construction, please complete the following: Single Family: No. of Bedrooms Z No. of Baths 3 Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): VBoiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided Hot Water. Gas Electric Fuel Oil Other 1. Building Item Estimated Cost ($) to be complete 2. Electrical 12,1 3. Plumbing 1-2 ►a 4. Mechanical (HVAC) 5. Total =0+2+3+4) :..SECTION.7A - OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies fog buildinc (Please Print) I. as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date licant 1, leMFJ + C1AAR -1A S EIPERT , as Owner/Authorized Agent hereby declare that the statements and information fthe foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Signature of Owner/Authorized Agent Date Total Permit Fee: $ Less Application Fee: $25.00 Remaining Balance: $ l5"7 �C-,�`� Other $ Amount $ Gross Area - New Construction total sq. ft. Z2 t 27 Gross Area - Alteration total sq, ft. Permit Issued to: � 2 S -k4tcr- C, - [/. 1 y7 /114 ►11 J)ris Removal per MGL C.40 Sec'. 54 l S -�1�'� T'0 I-37or�C4 NEB C�r�bYl b�- Lo Day � Sp)1, ' DQQf O'DUNDEE RD it N1 tiff ti F 15�96�111 � LOCUS z m GF ` ?oD° , > D O s �.::':=::::.:::»:::':-:.'._:•:-Y�Y,:.::::_-:-::•:'::::':-::::•:-::::-::::::-::::.' �:i LOCUS MAP in 1,000, Rom..; .. e . ,,,.,•_.;:,....,,, .,;:• .... .. :... .......:::::::.:<=>�:.:;�:'•:::::::::><:::`•;;:::::.::::•>:.: � /,' ///�)��/ 4N WO goE X Z t ro F� (Shaded) N _% 00, 00 00 .001 iL 100 100 00 00 B; ar ,err >;:+:-.•.•, •.. ' ITLAYP o a o f TED 1ST pp t / Ir,. ENG VvORKA, BPORT _ -..�h ..: ...: l '� 0 l kr; BORD E N............, A E1�R OF O, GEO INSPE ION ;, LACGED 10 A- � a / _w. -� .;<,..:.;:;:.::;:;. •:,:.// cam•+ � / -- ti 1 / o .,;; ...:_t;: : ' -•_::- NP 120, LOT #19-7 - � ti � : I �, ' o 0: / _V / CID* TOTAL LOT IR'A t 110,,2,Y8 ,Sy. Ft -i _0 � `�,.: PROJPG7' COATIGIIOIIS &PL,410 ARLA = 65,000 Sy t�t.i TOP 12" CONC. PIPE FffL4Af,01OTHL'R ARLA = 45,,238 SyR_i EL.= 54.83 (ASSUMED) l l lYG 40, \ OCT 2 6 2012 3r_ : l l zzzz \ // / NOTES: zzzz 34 3, \� \ 1. LOCUS IS COMPRISED OF: �, a __ ;_.::.:.:.:..::., TOP OF FNDN. LOT #19-7' AT ASSESSORS MAP: #20 ;� f „:.;.::; :`:::;.;.,..._,:' EL.= 64.9 DEED REFERENCE: BOOK 10,108 PAGE 139 \ LOT #19-7A - PLAN BOOK 166 PAGE 61 6 OWNER OF RECORD: �� .. / � Z • • MICHAEL & SHARON SEIFERT S, 60.41 / / 641 UNION STREET �0 UQ TOP OF FNDN. / / NEW BEDFORD, MA 02740 ' O EL.=73.4 2. FEMA FLOOD ZONE X AS SHOWN ON 28.3, / F.I.R.M. PANEL 25005C0487F, JULY 7, 20C TOP OF FNDN. 3. CURRENT ZONING DISTRICT: EL.=67.1 SINGLE RESIDENCE B (SR-B) BUILDING SETBACKS: FRONT: 60' SIDE 20' REAR 20 4, _Its/ "I HEREBY CERTIFY THAT THE FOUNDATION LOCATION SHOWN IS THE TRUE FIELD LOCATION & CONFORMS WITH BG -. ;� / / THE TOWN OF DARTMOUTH ZONING SETBACKS. REGISOfD FE SIONAL LAND SURVEYOR DATE =x W '' ` '= FOUNDATION AS -BUILT PLAN __:.. , �y�H of Mq f �N. DOUGLAS ti� LOT #19-7 ON ASSESSORS MAP #20 SCHNEIDER ' CIVIt_ y ROCK 0 DUNDEE ROAD ' t4T�19 :�':_:'::'<;::Y�.: h 3 . No8540 � kEtty�F N °' SO. DARTMOUTH,MA R'0004 80•��' y r ALE 1 PREPARED FOR: y% Q MICHAEL & SHARON SEIFERT I y,q°P,Q SCALE: 1" = 30' — DATE: October 25, 20' ..:� ® /Rzk R/G!/ 40 ?o N. Douglas Schneider & Associates Inc. N10 r `1,9 y PROFESSIONAL CIVIL ENGINEERS & LAND SURVEYORS 1 COUNTY RD, P.O. BOX 480, MATTAPOISETT, MA 02739 pZq h 1-508-758-7866 ''•. •. �' 0 30 60 90 60 • i'� :5i._ col f . >' ' -► '1d]0 : °9�i :r Drawn By. MCL Check By. NDS Sheet 1 of 1 T_ Job No. 2310 al 3 A REAL LOG HOMES DESIGNED MR. 4 MR5. MIKE SEIFERT I`GYIkrZ "ZopLI DRAWING INDEX: 6-001 COVER SHEET 6-002 GENERAL NOTES A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-201 ELEVATIONS A-202 ELEVATIONS A-301 BUILDING SECTIONS A-501 BUILDING SYSTEM DETAILS A-601 SCHEDULES A-9O1 COLOR ILLUSTRATIONS 5-001 STRUCTURAL NOTES 5-101 FOUNDATION PLAN 5-102 FIRST FLOOR FRAMING PLAN 5-103 GIRDER AND J015T PLAN 5-104 RAFTER PLAN 5-501 BUILDING SYSTEM DETAILS 5-502 BUILDING SYSTEM DETAILS 5-505 BUILDIN6 SYSTEM DETAILS 5-504 BUILDING SYSTEM DETAILS 5-505 BUILDING SYSTEM DETAILS 5-506 BUILDING SYSTEM DETAILS 5-50-7 BUILDING SYSTEM DETAILS 5-601 SCHEDULES aNza-awa.rna.•�.• ....r.. o..._.-. TO"j OF DATMOUTTH H ID Pull A Copy Of This Endorsed Plan ri gist Be {kept 0n Site WIN CERTIFICATION OF APPROVAL I/NE CERTIFY THAT THIS SET OF PLAN5 15 ACCEPTABLE A5 DRAWN WITHOUT FURTHER MODIFICATION. I/WE UNDERSTAND THAT MY APPROVAL OF THESE PLANS FINALIZES CHANGES PRIOR TO MANUFACTURING THE LOG PACKAGE. IF i/WE REQUEST ANY FURTHER CHANGES OF ANY KIND, I/WE ACCEPT THE LIKELIHOOD OF A DELAY AND A MINIMUM PAYMENT OF $500 SERVICE CHARGE. CLIENT: DATE: REAL LOG HOMES® So Kice ko come kome 4-0" 61 P IN5 ROPD CLAREMONT, NH 0574E 1-WOi EAL LOG W REA HOME5.COM MEMBER =:A1 toots a1ua lwrve� COLNCIL CONSULTANTS: 00 IJ _.p.._ #11515 MR. d MR5. MIKE 5EIFERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. SECOND FLOOR: 1045 S.F. O I T/18/12 FULL SET WRH GRAN MJP I J G 12/15/11 H-5 W/ FOUNDATION FLAN J-C .ID 6 12/1/11 INGY2 GRANGESES JJG JD A 11/21/11 MMOR CHANG 11G .ID O 11/1-1/11 IT'WED FOR REVIEW NL1P -� O. DATE DE5CRIFTION 6Y �PROJEGT NO: Mtib18 PRO.IEGT NAME: 5EIFERT GOPI'RIGHT: SHEET TITLE: COVER G -001 5HEET:1 OF 23 1. When the blueprints and specifications ("drawing set") shows the preliminary design of the REAL L06 HOMES-) Log Package ("Package"), the drawing set will be labeled: "PRELIMINARY NOT FOR CON571:ZUGTION". This label denotes the "Preliminary" drawing set which is intended for planning and layout evaluation onlu. The drawing set designated "FINAL" is the only drauing reference accepted for use during construction. (Local engineer drawings may be cross-referenced as noted In the FINAL drawing set.) 2. The specific materials ("Materials") supplied by Manufacturer for this Package are identified in the "Pricing Estimate". Final listing of the supplied materials and specifications will be shown on the "Bill of Materials", which is produced to reflect the "Final Drawing Set". At that time, the Bill Of Materials will conform with the final drawing set and will represent full performance of the Log Package Order Form -Contract. [Note: Components or assemblies not provided in the Package are shown in the drawing set as an accommodation, for layout purposes only. The design, engineering, specification, and assembly of those components or assemblies Is the responsibility of the Owner/General Contractor/BUllder. ' 3. The Manufacturer assumes no responsibility for site -specific requirements, construction, or maintenance. 51te-5pecific requirements for which the Owner/General Contractor/Builder are responsible include, but are not limited to: local permits, local engineering (unless noted otherwise), approvals, regulatory requirements, life safety and fire code compliance. 4. The representations of non -supplied materials we show in the drawing set are done so to demonstrate the configurations of those structures that are compatible with, or in some cases necessary to, the proper assembly of the supplied log structure. All structures and systems ancillary to the supplied package material are to be specified locally (unless noted otherwise), per applicable sections of the International Residential Code, 2006, MC), unless superseded by applicable local code(s) and/or site specific engineering. Examples include: flashing and counterflashing, waterproof underlayments, infiltration barriers, chimneys, wood stoves, interior partitions, HVAG, electrical, plumbing, grading, foundations, retaining walls, insulation, ventilation, vapor barriers, stairs, railings, trim, fascias, soffits, sunrooms, breezeways, garages, porches, connecting buildings, stud framing, roofing, roof over framing, crickets, snow and water diverters, dimensional lumber connections, etc. When such structures are represented, this is done to assist the local experts by showing the designed locations) of those materials and structures. Additionally, site -specific and other local requirements may result in visible changes to the representations we have shown in the drawing set, and to the log package. PLAN5 l SPECIFICATIONS• 5. We believe that this drawing set is accurate and complete and that it meets the requirements of the Log Package Order Form - Contract and Owner -approved Plans. However, NO 1`4ARRANTIE5, EITHER EXPRESS OR IMPLIED, ARE MADE AND ALL DE516N WARRANTIES ARE DISCLAIMED. The sole purpose of this drawing set is to define the Package as per the Log Package Order Form - Contract. 6. 61-1. construction to be performed per applicable sections of the International Residential Code, 2006, (IRC), unless superseded by applicable local codes) and/or site specific engineering. Installation methods and Connections of all materials, when not shown on the drawing set or building system details, to be determined locally per above referenced code and local engineering/site requirements. Materials and work noted as "Specified Locally", or "Supplied Locally" or "By Others" shall be coordinated, supplied and detailed by the Owner/General Contractor/Builder. T. Square footages shown are calculated as overall floor area, when measured from the centerline of the log walls. Interior room sizes/areas shown are approximate, and are measured from the face of interior walls. Irregularly shaped rooms are rounded to the nearest rectangle. Final dimensions of interior layout shall be determined by the beneral Contractor/Builder per the as - built structure. Drawing layouts are for general planning and to demonstrate building code compliance. Renderings are for Illustrative purposes only. Colors may vary from actual materials provided. e. Our standard design practices are based on formal engineering performed on the REAL LOG HOMES- Building System. This engineering is documented in HUD Structural Engineering Bulletin 5EB 1011, maintained by the Technical Suitability of Products Branch. This 5113 is acceptable for compliance with the international One d Two Family Dwelling Code under section R104.11 -- Alternate Materials, Design and methods construction and equipment. q. FOR LOCAL 517E CONDITIONS (snow accumulation, high wind speed and/or open exposure, seismic activity) exceeding the standard design Criteria, THE OWNER 15 RESPONSIBLE FOR REVIEW AND ANALY515 BY A LICENSED ENGINEER. Additionally, certain states, Counties, or local jurisdictions may require review of your project by a locally licensed engineer. Unless epeciflcallu ts44ed this service is 11Q part of the REAL LOG HOMESTM Log Package Order Form -Contract 10. Wall -logs (except Western Red Cedar) are treated via the "dip diffusion" method with clear TIM-BORO: an EPA registered borate wood preservative that Is effective against wood -digesting insects and wood -rotting fungi. Wall -logs are also treated with an anti-sapstain fungicide for protection against fungi growth. Proper protection of the wood surface is required to maintain the effectiveness of factory applied agents. 11. LogHogo fasteners are the typical means of fastening for log wall course to course Connections and other log package connections (Unless noted otherwise). Specification: 0.226"diameter shank 0.30" thread diameter 5/16" hex head Coating: Special coating for lubricity and high corrosion resistance See ICC Evaluation Services, E5 Report E5R 1016 for additional fastener specifications Standard maximum log wall fastener spacing (unless noted otherwise): Two per end; one on each side of the baffle or centerline, 3" to 6" from log ends, 18" o/c, eave walls, 12" o/c end walls 12. Logs are visually graded for strength and quality per the rules established by the Log Homes Council Grading Progran. The ASTM Standard D-395T, Establishing Stress -Values for Timber Used in Log Buildings, is the basis for the Log Homes Council Grading Program. Logs used In walls are "wall grade" or better, with a minimum of one "header grade" course above each window, door or other opening in the log wall (unless noted otherwise). Species abbreviations as follows: DF Douglas Fir DFL Douglas Fir Larch DFL 55 Douglas Fir Larch Select Structural EWP Eastern White Pine HF Hem Fir LP Lodgepole Pine 5PF Spruce Pine Fir 5YP southern Yellow Pine MIS Western Red Cedar WW Western White Woods 13. see schedules page(s) for certain supplied materials dimensional and quantitative information. Schedule notions assume the following: All posts are cut to length at site. Scribing (cutting at site) into the log course above a window or door may be required per schedule callout. Maximum scribe is one half of log course. See the Real Log Homes® Construction manual for additional scribing Information. Windows called out as "egress" meet or exceed the IRe minimum dimensional requirement of 20" wide/ 24" high/ 5.1 square feet. Placement per IRe requirements. All sizes and dimensions given are to be considered "nominal" unless specifically noted otherwise. Stock length refers to material supplied as uncut lengths. This material is intended to be cut as required at site to fit to length and end conditions per plan. Diameter specifications shown for log joists/rafters, refer to the middle 1/3 of the member. Unless noted otherwise, log joists/rafters will be supplied with up to 3/10ths of the referenced radius, cut flat on top of member. 14. Insulation. to meet or exceed local site requirements and applicable codes. Standard rigid roof insulation to be polyisocyanurate or equal, depth required specified locally per applicable code(s) and site conditions. continuous mil polyethylene vapor barrier (as shown on the Building System Details) required (unless noted otherwise or superseded by local engineering practice and/or applicable building codes.) 15. Roof ventilation required for all non-log/tiioiber roof systems. Ventilation path, soffit/ridge vents, vent sizes, vent materials and design, ventilation of valley, jack fr0ming and cathedral areas, insulation baffles etc, to be specified locally, per applicable code(s) requirements. Roofing material manufacturers, or applicable local code, may require ventilation of standard "built-up" roof system. Notify the Real Log HomesTM Technical Services department to obtain ventilation configuration details for the standard "built-up" roof system. 16. Finished roof materials specified locally. Materials and installation methods to be appropriate for the design and site specific conditions. 11. Masonry chimneys, furnace vents, wood stoves or similar flues, fireplaces, hearths, etc. to be specified locally and Installed per applicable code. Masonry fireplaces and chimneys to maintain 6 5/6" minimum distance from flue to combustible materials. frameouts are typically sized and cut at site, (unless noted otherwise). Always allow the log walls and connected structures to settle around the chimney(s), flashing and counterflashing required at all roof penetrations. Masonry fireplace foundations and footings located, sized and specified locally. la. Clearances to combustible materials and specification of all non -masonry flues, chimneys, fireplace Inserts, wood and pellet stoves or similar heating devices, "zero clearance" combustion units, gas fireplaces and appliances, etc. to be per applicable codes and manufacturer's specifications. Combustion air supply and exhaust gas ventilation/location to be installed per applicable code and manufacturer's specifications. 1-1. Masonry fireplace openings in log walls cut at site (unless noted otherwise). Opening width per plan. Opening maximum height per project specific 550 details, or as noted on drawing set. 20. A71 stairways and supplied Log/Timber stairs are to comply w/ the applicable provisions of the International Residential Code, (IRO 2006) Section K 911. Proper Installation to allow for log wall settling. Handrails, guardrails, open tread blocking, etc. to be specified and supplied locally. Note: Certain exterior stairs, landings, decks, ramps or other grade access structures may not be represented on the drawing set. Specify at site per actual finish grade. 21. MILLWORK in stud framed walls to be located at site, (unless noted otherwise). Headers, lintels, header/lintel supports and stud framed wall frameouts to be specified locally per applicable code and engineering requirements. The vertical location of windows in stud walls to allow for sufficient headers to carry structural loads from above. Engineered lumber or other specialized materials may be required. ALL millwork trim specified and supplied locally (unless noted otherwise). Frameouts for skylights and other roof projections to be specified at site by the General Contractor/Builder. "On -center" spacings shown on the drawing set may require adjustment. 22. Andersen® multiple units: Certain multiple units may require on -site assembly (mulling). See the manufacturer's recommendations and instructions. 23. ALL A55EMBLIE5 TO ALLOW FOR LOG WALL SETTLING. Refer to the Real Log Homes- Construction Manual for additional Information and assembly specifications. ADDITIONS TO EXISTING BUILDIN 5 (as applicable) 24. - All connections between existing and addition structures to ALLOW FOR LO6 WALL SETTLING. The weathertightness and structural stability of .the Connection to be the responsibility of the General Contractor/Builder and Owner. Ancillary structures such as; overframing, false dormers, flashing/counterflashing and other required structures/materials specified and supplied locally (unless noted otherwise). 25. The suitability, structural stability, and performance of the existing building, as well as any necessary modifications to the existing building to be specified and supplied locally by the General Contractor/Builder. Re -engineering and retrofitting of the existing structure to be specified and supplied locally per applicable building codes and site requirements. (Note: further retrofitting of the existing building may be required. Revisions to room layouts/usages, existing sources of light, ventilation, and means of egress may be required. These revisions specified and supplied locally per applicable code.) 26. Maintenance of the connection between the existing and addition structures may require periodic adjustments and repair. Adjustments to flashing/counterflashing, resetting trim, and adjustment of fasteners are typically required and the responsibility of the beneral Contractor/Builder and Owner. 2-1. Modifications to existing foundation, footing, drains, waterproofing and grades to be specified locally per applicable codes and accepted engineering practice. Access between existing and addition basement/foundation to be specified at site, (unless noted otherwise). 25. Relocation of existing millwork, and Installation of fill framing to be specified locally. 2q. See the project specific BSD's (Building System Details) for recommended existing to addition attachment configuration. PANELIZED WALL d GARAGE PAGKA6E5 (as applicable 30. � construction to be performed per applicable sections of the International Residential code, 2o03, (IRC), unless superseded by applicable local codes) and/or site specific engineering. 31. Material supplied as shown In the Panelized Package Material Pricing ONLY. -All other required materials supplied and specified locally. 52. Panelized wall to foundation connections specified and supplied locally per applicable code. Sill seal required. Wall base flashing and proper grade/slope specified locally per applicable code. Do not place non -pressure treated material In contact with concrete. 33. All siding applied at site per applicable code and manufacturer's specifications. Log siding applied per the Real Log Homes- Building System Details (55D's). Infiltration barrier (Type or equal) behind siding required, (supplied locally, unless noted otherwise). 34. Panel to panel attachment w/ 16d staggered ® 8" o/c. overlap splice w/ site applied top plate, 36" minimum. Site applied top plate on panelized wall fastened w/ 12d staggered a 6" o/c (unless noted otherwise). Additional 2x blocking Specified locally as required. 35. Overhang framing, blocking for overhead garage door installation, suffix weather blocking, additional wind blocking, etc. supplied locally (unless noted otherwise). 6able ends framed at site per applicable code (unless noted otherwise). 36. Truss/ rafter member to wall connections, (including steel connectors), and all other connections to be specified and supplied locally per applicable code. Revised: April 2b, 2011 Copyright® W.H. 51LVER5TEIN, INC. ABBREVIATION LEGEND: 135D BUILDING SYSTEM DETAIL G/L CENTERLINE DIM DIMENSION F FACE OF FRAMING F.S. FRAMESTOCK DIMENSION LF LINEAL FEET MAX MAXIMUM MIN MINIMUM MIL MILLIMETER MFG MANUFACTURER M.R.O. MANUFACTURER'S ROUGH OPENING N.A. NOT APPLICABLE N.T.5. NOT TO SCALE O.G. ON CENTER R.O. ROUGH OPENING 5 END OF STIFFENER S.F. SQUARE FEET SIM. SIMILAR SPEC. SPECIFICATION T END OF L06 TONGUE TYP. TYPICAL U.D. UNIT DIMENSION V.N.O. UNLE55 NOTED OTHERN15E IW WITH Y.I.F. VERIFY IN FIELD m DIAMETER ' LINETYPE SYMBOLS: ---- CENTERLINE ------- HIDDEN STRUCTURE ABOVE L06 SIDING (AS NOTED) - - - -- AREA OPEN (TO ABOVE OR BELOW PER PLAN) REAL - LOG HOMES® So Kicc 4-o cote kow- 4-o' 61 PL 5 ROAD OLARE�+ONT, NH 03T49 1-600:2 Los YWJI^1RE.\LLO6HOFe5.GpM MEMBER LOC m1lnwroaa� c o o x c 1 L atoecouNar rraaen:ne.>�r>A„re CONSULTANTS: #11515 MR. 4 MR5. MIKE SEIFERT SQUARE FOOTAGE• FIRST FLOOR: 1632 S.F. SECOND FLOOR: 1045 S.F. v l/1e/12 FULL 6eT rvm1 cHnNeB MJP JD G 1Z75/11 RANGES rL FOUNDATION rLAN JJc .ID 6 1Z1/11 MINOR CHANGES JJO � A nntrn Max cHANaEs .uc JD O 1 11/ft/11 1155JEDFOKR IEry MJP .ID I PROJECT NO: #11515 1 SHEET TITLE: GENERAL NOTES G-002 SHEET:2 OF 25 N'd'id �00�� 15Zli� I � � S �+ 3O�_•6.Stn I I I HIttvrrdt) tl SSII.00> t/ f9�auav y 5511.Ot`J � Sl@A' 61ffiyrgy -SS 5w,p-� I F71J P1 DECK M2 M24 3068 RH sp3 TrW210 � FG65I LE � awuanA wt f O " � LAUNDRY a Q F;� O m BATH n-0" x 3.39 LINEN 6 Q m 5HEARVOL.L REQUIRED 0 8XI2 BIRDER PBOVE� _ ' ,FAMILY ROOM, 1'1 GATH�\ AREA ` REQUIRED L— KITCHEN/DINING M-B' X 1011) P3 _ DXt2 6!RDE=PHovE --- I I I - P3 — —Pt I I i F3 m OFFICE P ! 6X,26RDER ABOVE Mgt Q � GATF�EDRAL AR TY0046-2 SNF_,ARY/ALL REGUIRm n> I F 1 d C/ N DINING ROOM d AM5 I p1_3x1261RDER F80VE� I P7-._.._.. �P -. _.._. _ -- --_.._.. � \ ZEROtLEARANCE / FIREPLACE `\ CATHEDRAL AREA LO6 STAIRS (4X 3TRN6Eft� / HA 1-6 TREADS)YV/ RAILN65PECIF® \ / aNv SUPPLED IacAUY LIILING ROpM SHE REGUIRER HEARNALL RG',RD E TW3046-2 1 TY0046-2 i LO3068 PORCH i M25A DETNL � I 2 / P P P 2 10 10 p i0 t 11f (MPS C>"155 XN1155 L CM155 R GXW155 R i (TEMPERED) fANS1 E01 fiANPe1 (TEMPERED) I i AN315 A30VE AN 9 AN315 I ABOVE ABOVE 5 ABO♦'E T LL PROVE I i 12'-3" 6'-7' 4'-10 1/2" 6'-T' S'-9" 3'-5 1/2" 4'-6' ! '- / ' 3'-3 1/2" 3'-3 I i 5 1/2" S-0��-0 1 3 FIRST FLOOR PLAN 51-AL F: 114" = 1'-0" REAL LA LOG HOMES® So Kica 4-0 costa kom-- ko" 61 PLANS ROAD CL EMONT• NH 05143 1-800-REAL L06 wl^UN.REALL06HOMES.00M MEMBER 'n R L: - O NT ®,L W C U U N C 1 L CODECWNCIL' L..ke in F.kcaftem. CONSULTANTS: 00 _`/.', � ...�." -. . , #11515 MR. 4 MR5. MIKE 5EIFERT 5QU�FOOTAGE: FIRST FLOOR: 1652 S.F. 5ECOND FLOOR: 1045 S.F. D I 1/18/12 FULL SET WITH GHANbE9 MJP JD C 1Z15/11 CHANGES w/ FOUNDATION PL/N 11O -m B 12/1/11 INOR CHANGES L1G -D A 11/21/11 !NOR CHANGES .LLG . O 11/11/11 ISSUED FOR REVIEW M.1P .F O. DATE DESCRIPTION BY APF PRO..ECT NO: #11815 PROJECT NAME: SEIFERT SHEET TITLE: FIRST FLOOR PLAN A-101 SHEET:3 OF 23 I I � I I I I I � I I I � I I S'UD FRAMED DORMER LOS SIDING ON EX.-ERICLOS SIDING ON EX.ERIC �(2 PLAGE5)PLAGF5) SECOND FLOOR PLAN 51-ALE: 114" : 1'-O' SC-O" SHg2 VORMER I I LOG SIDING ON EXTERIOR i lintREAL LOG HOMES® So Kice 4-o cote kome 4-o' 61 RAMS ROAD LLAREMONT, NH 0- 1-ADO-REPL LQS YWVYV.REALLAGHOMES.GOM MEMBER "'°^t NIM LQG HOMES nannl c o u N c i L caoecawae calm in £arvltemw CONSULTANTS: 00 D 'I/1B/13 FULL SET WRH LHANbES MJP A G 13W5/ii bey wiEa aN FLA4 JJG -D B 13/1/11 MINOR CHAN5E5 JJG .ID A 1111 MOR GHAN5E9 JJG -v O 11/1,/11 ISSUED FGR REVIEW MJP _ID TO. DATE DESCRIPTION 5 r P. PROJECT NO: #11616 PROJECT NAME: SEIFERT PROFILE: VOROOVEB CUSTOM: API'RIGHT: SHEET TITLE: 5EGOND FLOOR PLAN A-102 SHEET:4 OF 23 FRONT ELEVATION SCALE: 1/4" - T-0" ACTUAL GRADE FOR GARAGE DOOR ACCE55 TO 8E SPECIFIED LOCALLY RIGHT ELEVATION SGAL'c: 1/4" • T-0" REAL LOG HOMES® So Mica ko co to kome 4-0, 61 P N5 ROAD CLAFEHONT. NH 05143 1-800-REAL LOG YWWI.REALLOGHOMES CGM MEMBE(i/®^•��a{'^q, LOG Hm N�kH.V.l1uVaL C O G F C 1 L CWE WUNL1C I—d—i.E lk— CONSULTANTS: 00 _µ. #11515 MR. 8 MR5. MIKE 5EIFERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. 5ECOND FLOOR: 1045 55 D j/1S/13 FULL 5Ef WfrH GHANGE5 MJP JD G 13/15/11 AN6E9 W/ FOJNOATON PLAN JJC JD B 13/1/11 INOR CHANGES JIG -� A 11/21/11 MINOR CHANGES JJG JD O 11/11/11 ISSUED FOR REVIEW MJP JD IP ' '-T RNO: ><11818 I PROJECT NAME: 5EIFERT SHEET TITLE: ELEVATION5 A-201 5HEET:5 OF 23 REAR ELE�A�TION l I 5GALE: 1/4" 1'-0" o r a• LEFT ELEVATION SCALE: 1/4" = 1'-O" REAL LOG HOMES® So Kice ko come ka)te 4-o' 61 R IN5 ROAD GLMEMONT, NH 03743 1-600-REAL L05 WWYIRENIDGHOMES.GOM MEMBER 4,s .�u�.._ m LOG HtfP�S alt`lWnonn� c 0 4 N C I L NDEIUL\'C1l t-l— M 1'—u 00 #11515 MR. 4 MRS. MIKE SEIFERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. SECOND FLOOR: 1045 S.F. D I 7/15/13 IFULL SET NFH GHPNbEi MJP I .D G 12/15/11 ANSE6 r FgINDATION ILlN .L1G A B 13/1/11 MMGR GRANGES 11G -07 A 11/31/11 MINOR CHANGES JJG .ID O 11/1'1/11 155UED FOR REVIEW MJP _v O. DATE DESCRIPTION BY IF I PROJECT NO: #11815 1 CU5TOM: C.OPI'RI6HT: SHEET TITLE: ELEVATIONS A-202 5HEET: b OF 23 -2X4 LEDGER RIPPED TO 2 9/16" ArE 4A RIDGE PER PLAN RAFTER PER PLAN T.O. RIDGE 3� EUILTHIP ROOF 5Y5TEM R100 R2 T.O. DORMER YVPLL . 1� ,o STUD FRAMED DORMER rV LOG 51D:NG ON EXTERIOR -JOIST PER PLAN -w3 J62 JPi ROUND OUT 'R' COJRSE 0 DORMER t8'-9 15/16" T.O. R COURSE/6 iJ - * l 13/16" T.O. PORCH PLATE R2aB 61RDER PER PLAN 15 GOUR5E A V-GROOVES LOG ALL 50REAJAGK PER PLAIN ("R" COURSE FLAT EXTERIOR FADE) Pt POST PER PLAN sw FD1 -IS, PER PLAN FD2 20" T.O. SUBFLOOR szoi T.O. PORCH DECK LOG 510ING SKIRT BOARD GIRDM PER PLAN COLUMN PER PLAN ON STUD FRAMED AALK-OUT BASEMENT VY/ CONCRETE FOOTING LOG SIDING ON EXTERIOR PER PLAN FMS `E" CONCRETE SLAB T.O. SLAB CONCRETE FOUNDW ATION STEM ALL ON CON71NUC CONCRETE FOOTING PER PLAN BELOW FRO57 I, SECTION a— 5/16" T.O. WING RIDGE r.o. R GcuRSE COURSE V-OROOVE8 LOG WALL 2" COJR5E FLAT EXTERIOR FACE) SJB=LOOK T.O. PORCH DECK SECTION SECTION RAFTER PER PLAN Yob —PORCH PLATE PER PLAN F55 — P05T PER PLAN —JOIST PER PLAN 41 —DECK SILL PER PLAN —CONCRETE PIER ON GONGRETE FOOTING PER PLAN BELOtN FROST —CONCRETE FOUNDATION HALL ON GON7'N0005 CONCRETE FOOTING FFR PLAN BELOW FR05T o z Ie REAL C-A LOG HOMES® So Mice ko come home- 4-0" 61 PLANS ROAD G EMONT, NH O3 40 1-000-REAL LOG YWWIREALL06140ME5.GOM MEMBER e�'pg I� �•`t C. 0 l� A C' 1 L COVEJWM'.'IL• Xmdm in Yr[Ilgrrce' 7.0. RIDGE +17-2 5/16" J. T.O. PJRLIN T.O.ANG RIDGE +8'-9 15/16" T.O. R GOJRSE/GfJ PORCH PLATE D l/10/ii RILL SEf WRH GRANGES MJP JD O, DATE DE5CRIPTION BY 10" T.O. 5JBFLOOR -7 3/a' r.o. PCRGH DECK PROJECT NO: #11815 PROJECT NAME: SEIFERT PROFILE: VGROOVEB CUSTOM: COPYRIGHT: r.o. SLA5 SHEET TITLE: BUILDING SECTIONS A-1501 5HEET:I OF 23 N01E: AVOERSEN DOUBLE MUNI MIT SHOYW U5P THIS DETAL A5 SMILAR FOR GLAD TYPE UNIT5 FROM OTHER MANUFACTURERS. SEE THE PLANS FOR SPECIFIC INFORMATION / FASTEN IRLT SQUIARE AND CENTERED N FRAMESTOCK PER MANUFACNRER'5 SPECIFICATIONS DO NOT NAIL UNR DNWIRECTLYSETON6 Lob WALL Allf%N FOR NIX I TR YNNDOW INK NALNG FLANGE IX EXTERIOR TRIM BJFPU® LOCALLY NOTE v0 Nor CUT SILL LOG FRPME,,, TO SET OVER L06 BAFFLE LCMTOURB L06 PROFILE SNOWS 5(=T PLAN FOR PRO,ECT SPECIFIC lAb STYLE AM1 WINDOW SILL C.ONNEOTION SECTION VIEW AT SILL FASTEN UNT SQUARE AND CENTERED M FRAMESTOCK PER MANUFACTURER'S 5PFOIFICATIOINS DO NOT NAL INIr DIRECTLY TO LOG WPLL ALLOW FOR L06 WAIL 5ETNJNG Y I✓ II VCOON UNIT //II If' (CA5EMENTSHOWN 1X TRIM SPEGPED BY OTHERS SEE PLAN FOR /II/I� ACTUAL UNfr TYPE I / PLYAOOO SHM • SILL ON END5 r TO CENTER UNIT IN FRAMESTOCK (F REQUIRED BY MANUFACTURER) 2+65LLFR46TOCK2N'Hi DH Lol FALL 6A5KET ' L06 WALL. DOUBLE HUNG UNIT SHOWN) FASTEN INK SOJAPE AND CENTERED N FRAMESTOCK PER MAWIFACNRER5 SPECIFICATIONS DO NOT MAIL UNR DIRECTLY TO L06 WALL ALIDVN FOR L06 WALL SETRJN6 L06 HEADER COURSE G/L OF L06 HALL FILL 5ETTLN6 ALIONANCE YV I BATT N5VUTION U N O. - 5FE CON5-,CTCN MANUAL FOR ADDITIONAL INFORMATION SWCONE flUIJKM6 ' PRESENT FLA5HING NOTE AN"`� hON-DOUBLE NUN6 UNR SHQYW USE THIS DE•L AS 5MLAt FOR CLAD TYPE LNRS ,ROM OMEt MANUPICMtEtS. SEE TIE PL=N5 FOR PC IN — PLYWOOD SHO 4 5LL ON ENO, To CENTER UN, N FRAMEST= IF RECLRED B Y MANUFACTURER) TUILNG FLANGE Ix K r,R Ru.5, BTHER5 IX EXTELILR TRIM b'b aLL FRA---y- m.1EC SUPPLED LOCALLY ON L^b IOU FOAM GAS ZT G/L OF L06 YULL CONTOURS L06 PROFILE SNRW SECTION VIEW AT SILL BE PLA FOR PRO ECT SPECFC LO6 STYLE WINDOW SILL GONNEGTION (ANDER5EN NON -DOUBLE HUNG UNIT SHOWN) 'FASTEN UNIT 50UAFE AND CENTERED N FRAME5TOCK FIRMAUFACNRERS !` SPECIFICATIONS DO NOT HAL UNR DIRECRY TO LOG WALL PoICW FOR LW WALL SET'TW6 SCREE HEADER L06 AT STIE FOR REG URED 5ETTLN6 ALLOYA N FILL 5ETrLM6 ALLOWANCE VV BATT INSULATION U.N.O. SEE CONSTRUCTION MANUAL FOR ADDITIONAL INFORMATION 511-CONE CAULRN6 PER HEADER L06 AT 7517E FOR UP 5EE DETAL ON R16HT FLASH N6 SET N FOR TYPCAL DNI@151LN5 SECTION AT NON-5GRIBED LOG HEADER CAULKING SCREEINM5 5CREENIN 6 MIL VAPOR BARKER IX EXTER TRIM M BILL FRMIESTOCK, IX EXTERIOR TRIM SUPPLED LOCALLY CENTER ON LOS PULL SUPPLED LOCALLY N+L* �7 5NM SPACE ' RANSF (FILL WTH INSULATION) 5ILK04E CAULKN6 51UCONE G ULKN6 / 1X TRAP SPECIFIED SUPPLED LOCALLY NOTE: ANDER5EN DOUBLE HUN6 IMR IN gW WINDOW UNR WINDOW UNR ADJST AS USE TH5 DETAIL AS 5MIIAR FOR CLAD (DOUBLE HUNG SHOYW HUNG SHCYN BUILDING SETTLES 5. TYPE UNITS FROM °TREK MAN, SEE PLAN FOR BE PLC SEE P FOR SEE THE PLANS FOR SPECIFIC NFCRMATION ACTUAL UNT TYPE / ACTUAL UNR TYPE CONTOJRB L06 PROFILE SHOWN SEE PLAN FOR PRO.ECT SPECIFIC L06 STYLE WINDOW AT LOG HEADER (ANDER5EN DOUBLE HUNG UNIT 5HOWN) d,, WINDOW AT 5C 5GAI-E: 6" = 1',O" COR NN' PA'10 DCCi BIWN BE PLW;CR±LN% UYTTIPE 50LD BLOCKN6 FOR ADDED 5LLL SUPPORT PER MAt1PACTURER5 5PECFICATION5 CONTNUOJS FL161 UNDER BILL CON TNUCV5 BOX 5LL FLABUM, SEE THE REAL Lod NOH'ES CONSTRUCTION MANUPL SKIRT BOARD PER PLAY (LOS 5c116 SNOYN) SySILL AT PATIO 51LCONE CAULKN6 AND PA5TENN6 AT DOOR BILL PER MANUFACTURER'S SPECIFICATIONS I I I BOX ILL. PER PLAN NOTE: USE TH15 DETAIL AS SMILAR FOR CLAD TYPE IMPS FROM OTHER MANUFACTURERS. SEE THE PLANS FOR SPECIFIC INFORMATION RB10.E STARTER STRIP e DOR O$NM6. ITASINS TO RIM XN NOF, 51 DCOR SILL THRESHOLD BY OTHERS OOR (ANDER5EN UNI — NNISHED FLOOR — 3/4' TNC 5UBFLOOTR NOTE, FOR Sa. JAMB AND HEAD CONNECTIONS SEE AM2-AM525D FOR SIMILAR CONFIGURATIONS 5GALE b" z 1'-0' . OF L06 PULL 6 ML POLY VAPOR BARRIER (NOTE: USE TH5 DETAL AS SMILR FOR CI.PD TYPE UNITS FROM OTHER MANUFACTURERS. SEE THE PLANS FOR SPECIFIC INFORMATION LOG HEADER COJR5E /TYPICAL HEADER ROBINS CONF15URATION FOR %ONTOI L06 PROFILE 5HOYH. ADJUST DIMENSIONS AS REQUIRED FOR OTHER L06 STYLES NOR DME510N5 WLL VARY. ACTUAL SA5 REQUIRED FOR ACTUAL SETTLING GAP OEIERMNED ESP 2X6 SILL FRAIIE57OCK 5HM5'YL (PLLWTH WLA7O4 1X TRIM 5PECFED wPPLEo LAY SECTION VIEW AT 5GRIBED / BI SETnFs LOS HEADER COURSE CONTOURS LOG PROPILE SHOYN SEE PLAN FOR PRO.ECT 5PEC15 1X E%fERIOR TRIM SUPPLIED LOCALLY NOTE: ANDER5EN DOISLE HUNG UNIT SrONN USE THIS DETAIL AS SIMILAR FOR GLAD ^^+ ` AL TYPE UNIT5 FROM OTHER MANUFACTURERS. SEE THE PLAS FDR SFECIFO INFORMATIDN LOG HOMES SO h/GG 4-0 0001G Am-- -W 'FASTEN UNIT $QUAKE AND CENTERED N FRAMMI, PER MANUFACTURERS 61 PLAINS ROAD CLAREMONT, NM OBI 4' MNMVM NNAJ SPECIFICATIONS 1-600-REAL LO6 WWW.RE/LLOl HOMES.LOM Do NOT NAIL UNTr DIRECTLY TO l06 WAL ANON POP, 106 MALL 5127LN6 MEMBER GL OF l06 WALL LOGHOMES —FOAMGASKET NOTE: USE 5/4' RUDE CASKET AT NIkN.WnuNAL C O V N 1 1 L CODE CDItiCU: 1 den iw ErCe k— —LOGtSPLME $IDE PRAHEST. (IF SUPPLED) CONSULTANTS: LOG VYFASTBlE'RS Fez PLAN AN I SNAP SPKE (FILL -J WIN INSJLATON) 1%NTEtbR TRAP FRAMER FRPME5TOLK SUPPLED LOCALLY CONTOURe IM PROFLLE SNOWI SECTION VIEW AT SIDE JAMB 5I PUN Fax FRO ECT SPEC FIC LO6 STYLE WINDOW SIDE GONNEGTION (ANDER5EN DOUBLE HUNG UNIT 5HOWN) SCALE: NoT N-ERIOR CASINO TRM TO SLIDE PLON6 INTERIM FACE OF LDS WALL AS BUIIDN6 SETTLES. DO Nor DIRECTLY FASTEN TRIM TO L06 VOLL CENTERLINE OF LO6 WALL I HEADER LOG /- IPet PLAN ILG I ' I / HEADER (ANDER5EN DOUBLE HUNG UNIT 5HOWN) (sA,IC \ ALTERNATIVE INTERIOR FASTEN DOOR UNR SQUARE AND CEN-E20 CONTOURS LOG PROFILE T5 MO IN INFRAME5TOOK PER MANUFACTURERS SEE PLANS FOR PRO.ECT SPECIFIC L06 STYLE SPECIFICATIONS. DO NOT NAIL UNR DRECTLY To NOG YUYL SCRIBE HEADER L 05 C/L OF A110W FOR L06 YULL 5ERLM6 AT SITE FOR SETTLING AS INANCE L06 WALL APPLIC (15 APPLICPBLE) I 5ETTLN6 ALLOWANCE (PILL-YV BATT INSULATION) CAILKMG CAP FLASHM6 VAPOR BARRIER SCREENAN6 1X TOP TRIM 5UPPLIED LOCALLY EXTEROR CASIN6 RE -ADJUST AS BUIIDMG SETTLES HEAD 2X6 TOP FRAMESTOCK M SHIM SPACE DOOR UNIT SET UNR N BED OF CWLKN6 TO BE APPLIED BETVEEN SILL — I I I THERMAL BREAK AND BUS LOOK SOLID BLOCKING FOR REMOVE STARTER STRIP a SILL SUPPORT DOOR OPENING, BOX BILL FLASHING TO RUN CCNTNUOJS BENEATH DOOR UNR CONTINUOUS SILL FLASHING SJBFLOI CMLKN6 A5 REQUIRED SKIRT BOARD PER PLAT NOR USE TH5 —L AS 5IMILAR FOR (HAS SIDING SH0M) IMRS FROM OTHER MAWFACTREtS. SEE THE PLANS FOR SPECFIC INFORMATION � DOOR C.ONNEGTION5 (THERMA-TRU DOOR SHON SCALE: 3" = 1'-0" roIG+tlo I 106 WALL FOAM 6ASKET LOCKSPLINE 2X6 FRAME5TOCK 1X TRIM SUPPLED LOCALLY DOOR VNR DOOR THEE SIDE PRAMESTOOK 510E JAMB 56A LE: 6" = 1'-0" IX T INTERIOR F CONrOJRB LO6 PROFIT E SNOYN SEE PLAN FOR PROI SPECIFIC l06 STYLE ANDER5EN DOUBLE HUNG UNIT PCE OF LOb WALL 00 #11818 MR. 4 MR5. MIKE 5EIFERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. 5EGOND FLOOR: 1045 5.F. I D 1 7/15/12 IFULL SET WRH GHMYaES I MJP I A 1 �PROJEGT NO: M11818 PROJECT NAME: 5EIFERT SHEET TITLE: BUILDING 5Y5TEM DETAIL5 A-501 5HEET: 5 OF 23 1 GENERAL 1.1 ALL MATERIALS, WORKMANSHIP, AND DETAILS SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE AND THE REFERENCE 5TANDARD5 INCLUDED THEREIN THAT ARE APPLICABLE TO THIS PROJECT. 1.2 THE CONTRACTOR SHALL FAMILIARIZE HIM/HER SELF WITH THE CONTRACT DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE NATIONAL DESIGN CENTER AND STRUCTURAL ENGINEER (IF APPLICABLE), BEFORE PROCEEDING WITH THE AFFECTED WORK. ANY VARIATIONS OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE INDICATED ON THE PRAY41NC-5 MAY ONLY BE MADE WITH PRIOR APPROVAL NATIONAL DE51GN CENTER AND 57RUCTURAL ENGINEER (IF APPLICABLE). THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL CONSTRUCTION MEANS, METHOD5, TECHNIQUES, 5EQUENCES, PROCEDURES, SHORING AND SAFETY PROGRAMS REQUIRED TO COMPLETE THE WORK OF THI5 CONTRACT. 1.5 ALL STRUCTURAL DRA"UN65 SHALL BE USED IN CONJUNCTION WITH THE ARGHITEGTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWNG5 AND SPECIFICATIONS. VERIFY LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, DEPRE55ION5, AND OTHER PROJECT REOUIREMENT5 NOT SHOWN ON THE STRUCTURAL DRAINING5. VERIFY AND COORDINATE ALL DIMEN5ION5 RELATED TO THIS PROJECT. 1.4 UNLESS OTHERWISE INDICATED, DETAILS SHOINN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL 5IMILAR CONDITIONS. 1.5 NO MAIN FRAMING OR STRUCTURAL MEM5ER5 ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 1.6 THE CONTRACTOR SHALL SHALL BE RESPONSIBLE FOR ANY SHORN& REQUIRED TO COMPLETE THE WORK OF THIS CONTRACT. 1.1 THESE 51RAWIN65 HAVE BEEN COMPILED FROM THE BEST AVAILABLE INFORMATION AND ARE NOT INTENDED TO LIMIT THE SCOPE OF THE WORK. THE CONTRACTOR MAY ENCOUNTER HIDDEN OR UNCOVERED CONDITIONS, NOT 51HOWN ON THESE DRAWNGS, REOUIRING ADDITIONAL WORK FOR THE COMPLETION OF THI5 CONTRACT, IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE SITE PRIOR TO BIDDING AND VERIFIED THE INFORMATION HEREIN SUPPLIED. 1.8 ASSEMBLY OF THIS STRUCTURE REQUIRES A THROROUGH KNOWLEDGE OF THE REAL LOG HOME5000NSTRUCTION MANUAL. 2 DESIGN LINE LOAD5 2.1 ROOFS: GROUND 5NOW LOAD: 45 P5F FLAT ROOF SNOW LOAD: 32 P5F (PLUS ALLOWANCE FOR DRIFTING) SNOW EXPOSURE FACTOR: 1 THERMAL FACTOR: 1.1 IMPORTANCE FACTOR: 1 2.2 FLOORS: (INTERIOR) 40 P5F, 30 P5F FOR SLEEPING AREAS 2.3 WIND: BASK WIND SPEED: 110 MPH (3 sec GUST), EXPOSURE B IMPORTANCE FACTOR: 1 3 FOUNDATION5 5.1 FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL HAVING AN ALLOWABLE BEARING PRESSURE OF 2000 FSF. 5.2 CONTROLLED STRUCTURAL FILL SHALL CONSIST OF GLEAN GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATTER AND CONFORM TO A SIEVE ANALYSIS WHICH PRODUCES A GRAIN 51ZE DISTRIBUTION CURVE FALLING ENTIRELY WITHIN THE FOLLOWING LIMITS, AS DETERMINED BY LABORATORY ANALYSIS: SCREEN OR SIEVE 51ZE PERCENT PASSING BY WEIGHT 4" 100% 3" 90-99% No.4 35-10% No. 40 5-35% No.200 0-5% FILL MATERIAL SHOULD BE PLACED N LIFTS NOT EXCEEDING 12" IN LOOSE DEPTH FOR MATERIAL TO BE COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. PRIOR TO COMPACTION, EACH LAYER SHOULD BE M015TENED OR AERATED AS NECE55ARY TO PROVIDE OPTIMUM MOISTURE CONTENT. EACH LAYER SHALL BE COMPACTED TO 115% OF OPTIMUM DRY DENSITY AS DETERMINED BY A LABORATORY PERFORMED MODIFIED PROCTOR DENSITY TEST, ASTM D-155T. EACH LAYER OF COMPACTED 57RUCTURAL FILL SHALL BE FIELD TESTED WITH A MINIMUM OF THREE (3) COMPACTION TESTS PER LAYER. 9111 EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON UNDISTURBED NATURAL SOIL. REMOVE.ALL TOPSOIL AND ORGANIC MATERIAL FROM UNDER 5LA135 ON GRADE. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE. PROOF ROLL THE BOTTOM OF ALL EXCAVATIONS WITH A HAND OPERATED VIBRATORY ROLLER COMPACTOR. 3.4 EXTERIOR WALL FOOTINGS ARE TO BE PLACED ON NATURAL SOIL AT A MINIMUM DEPTH OF W-6" BELOW THE LOWEST ADJACENT GROUND SURFACE EXPOSED TO FREEZING. ANY ADJUSTMENT OF ELEVATIONS OF FOOTINGS DUE TO FIELD CONDITIONS MUST HAVE THE EXPRESSED APPROVAL OF THE ENGINEER. 3.5 BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE ONLY AFTER WALLS ARE BRACED TO PREVENT MOVEMENT. 9.6 BAGKFILL INSIDE THE FOUNDATION WALLS WITH APPROVED STRUCTURAL FILL PLACED IN 12- INCH LAYERS AND COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY A5TM D1551, METHOD D. 5.1 WHERE NEW FOUNDATIONS ARE BUILT IN THE SAME LOCATION AS REMOVED EXISTING FOUNDATIONS, THEY SHALL BEAR ON UNDISTURBED SOIL AT OR BELOW THE ELEVATION OF THE EXISTING FOUNDATIONS. 4 CAST -IN -PLACE CONCRETE 4.1 CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION5 OF: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AGI 315), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDIN65 (AGI 301), AND STANDARD SPECIFICATION FOR GOLD WEATHER CONCRETING (AGI 306.1). 4-2 CONCRETE SHALL BE NORMAL WEIGHT, APPROVED, READY -MIXED CONCRETE HAVING AN ULTIMATE COMPRE55WE STRENGTH OF 3000 P51 AT 28 DAYS EXCEPT CONCRETE FOR EXTERIOR SLAB5 AND WALKWAYS SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4000 FBI AT 28 DAYS. SLUMP SHALL BE 2-4 INCHES AND SHALL BE MEASURED AT THE POINT OF DISCHARGE FROM PUMP OR TRUCK CLOSEST TO THE PLACEMENT LOCATION. 4.5 CONCRETE WHICH WILL BE EXP05ED AND/OR SUBJECT TO FREEZING AND THAWING SHALL BE AIR ENTRAINED WITH 4-6% AIR BY VOLUME. INTERIOR SLA135 NOT SUBJECT TO FREEZE - THAN CYCLES DURING CONSTRUCTION OR SERVICE LIFE NEED NOT BE AIR ENTRAINED. 4.4 AE35OLUTFLY NO CALCIUM CHLORIDE MAY BE USED IN ANY CONCRETE. 4-5 REINFORCING 5HALL BE DEFORMED BARS CONFORMING TO ASTM Ab15, GRADE 60. WELDED WRE FABRIC SHALL CONFORM TO A5TM A185. 4A DETAILIN6, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLE55 OTHERYU5E NOTED, SHALL CONFORM TO AGI DETAILING MANUAL (SP-66) N ADDITION TO THE ABOVE CODES AND SPECIFICATIONS. 4.1 PLACE CONCRETE BY APPROVED METHODS OF AGI 504, RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. CION50LIVATF CONCRETE BY MECHANICAL VIBRATION. DO NOT USE VIBRATORS FOR MOVING CONCRETE IN FORMS. 4.8 PLACE REINFORCING USING STANDARD BAR SUPPORTS TO PROVIDE PROPER CLEARANCE AND PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS. 4A MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: • UNFORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER 3" • FORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER 2" • SLABS ON GRADE 1- 1/2" ` SLABS AND WALL5 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND V ` OTHER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2" 4.10) PROPERLY BRACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCES IN ACCORDANCE WITH AGI 54T. 4.11 LAP ALL WELDED WIRE FABRIC TWO SQUARES AT ENDS AND ONE SQUARE AT SIDES. LAP ALL REINFORCING BARS 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. 4.12 CONTROL JOINT SPACING IN FOUNDATION WALLS SHALL NOT EXCEED 30 FT. 5 MASONRY (AS APPLICABLE 5.1 MASONRY WORK SHALL CONFORM TO 'BUILDING CODE REQUIREMENTS FCR MASONRY STRUCTURE5"- AGI-ASCE 530 AND "SPECIFICATION FOR MASONRY STRUCTURES" ACI- A51_E 530.1. 5.2 MORTAR SHALL CONFORM TO A5TM G210, TYPE E. MIX PROPORTIONS 6Y VOLUME SHALL BE 1 PART PORTLAND CEMENT (ASTM C150 TYPE 1), MINIMUM 1/4 TO MAXIMUM 1/2 PARTS HYDRATED LIME, D NOT LF55 THAN 2 114 AND NOT MORE THAN 3 TIMES THE SUM OF CEMENT AND LIME VOLUMES FOR DAMP LOOSE AGGREGATE (AASV C144) FOR ALL CONCRETE BLOCK MASONRY. 5.3 GROUT SHALL CONFORM TO A5TM 0416, PORTLAND CEMENT TYPE 11, FINS AGGREGATE (ASTM G404) WITH A MINIMUM GOMPRE551VE STRENGTH OF 2500 P51. 5.4 REINFORCING SHALL BE DEFORMED BARS CONFORMING TO A57M A615, =`RARE 60. JOINT REINFORCEMENT SHALL CONFORM TO A5TM A82, DEFORMED, AND ZING COATED. PROVIDE PREFABRICATED COr-.NER5 AND TEES. 5.5 HOLLOW CONCRETE UNITS SHALL BE LAID IN RUNNING BOND UNLESS OTHERWISE NOTED. PROVIDE FULL MORTAR BED FOR FIRST COURSE. PROVIDE MORTAR ON WEBS OF CORES CARRYING GROUT TO PREVENT LEAKAGE. ALL EXPOSED JOINTS SHALL BE TOOLED CONCAVE. UNF-XP05ED JOINTS SHALL BE STRUCK FLUSH. 5.6 PLACE 1 VERTICAL BAR EACH SIDE OF WALL OPENINGS. PLACE 2 HORIZONTAL BARS (SAME SIZE A5 VERTICAL REINFORCING) ABOVE AND BELOW WALL OPENINGS N 8X8 LINTEL BLOCK. EXTEND ALL BARS 2'-0" BEYOND EDGES OF OPENINGS. PLACE 1 VERTICAL BAR IN CORES EACH 51DE OF CONTROL JOINTS. GROUT BARS SOLID. 5.1 REINFORCEMENT SHALL BE PLACED N REQUIRED POSITION, SECURING FROM DISPLACEMENT WITH PROPER CHAIRS OR WIRE TIES, LAP CONTINUOUS BAR5 48 DIAMETERS. 5.6 WHERE GROUT 15 SPECIFIED ON THE DRAWINGS OR N THE SPECIFICATION!, MORTAR 6 NOT ACCEPTABLE. USE LOW LIFT (MANUAL PLACEMENT) OR HIGH LIFT (PUMPED PLACEMENT) GROUTING TEGHNIOUE, ASSURING CONSOLIDATION OF GROUT IN BLOCK CELLS. & STRUCTURAL STEEL (A5 APPLICABLE) 6.1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AN5I/AISG 360-05 "Sf?FGIFICATION FOR STRUCTURAL STEEL BUILDINGS", AND "51RUCTURAL WELDING CODE -STEEL"- AIMS D1.1. 6.2 STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A992, GRADE 50, STRUCTURAL STEEL ANGLES, PLATES AND CHANNELS SHALL CONFORM TO A5TM A36. 6.3 STEEL TUBES SHALL CONFORM TO ASTM ASOO. STEEL PIPE SHALL CONFORM TO ASTM A59, GRADE B. 6.4 ANCHOR BOLTS AND STEEL TO WOOD CONNECTION BOLTS (AS APPLICABLE), SHALL CONFORM TO ASTM A30T. STEEL TO STEEL CONNECTION BOLTS SHALL CONFORM TO A57M A325N. BOLTS SHALL 13E 3/4" DIAMETER UNLESS NOTED OTHERWISE. 6.5 THE FABRICATOR SHALL DESIGN ALL CONNECTIONS NOT SPECIFICALLY PrTAILED. ALL SIMPLE SHEAR CONNEGTION5 WHICH ARE DESIGNED AND DIMENSIONALLY DETAILED IN ACCORDANCE WITH AI5C5 "SIMPLE SHEAR CONNECTIONS", 1990, SHALL BE ACCEPTED. CONNEGTION5 5HALLBE DESIGNEDAS 5HEAR BEARING JOINT5 UNLE55 NOTED OTHERlN15E. THE FABRICATOR SHALL SUBMIT ALL OTHER PROPOSED CONNECTION DETAILS FOR GENERAL REVIEW PRIOR TO SUBMISSION OF THE STRUCTURAL STEEL SHOP DRAYNIN65. 6.6 WELDING ELECTRODE5 SHALL BE E10XX SERIES. 6.7 ALL STEEL SHALL BE SHOP PAINTED WITH AN APPROVED PRIMER OF 2 MILS DRY THICKNE55. 6.8 SHOP FABRICATE ALL MEMBERS AND CONNECTIONS TO MAXIMUM EXTENT POSSIBLE USING WELDING OR BOLTING. USE BOLTED FIELD CONNECTIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY AND ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY AN AY45 CERTIFIED WELDER, CERTIFIED FOR THE TYPE AND FOS MON OF WELDS TO BE PERFORMED. SUBMIT TO THE PROJECT ENGINEER A DOPY OF WELDER'5 CERTiFIGATION FOR ALL PERSONS PERFORMING OR MAKING FIELD WEL1715. 6.9 ANCHOR BOLTS, LEVELING PLATES, OR BEARING PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING WORK, PRESET BY TEMPLATES OR SIMILAR METHODS. PLATES SHALL BE SET IN FULL 5ED5 OF NON -SHRINK GROUT. 6.10 STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED. PROVIDE TEMPORARY BRACING UNTIL FLOORS OR WALL5 ARE IN PLACE. i WOOD (A5 APPLICABLE 1.1 ALL NEW STRUCTURAL LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE A.F4.P.A. "NATIONAL DESIGN SPECIFICATION FOR WOOD OONSTRUGTION" AND 1T5 SUPPLEMENTS. T2 ALL STRESS GRADE LUMBER FOR FRAMING SHALL HAVE A MINIMUM ALLOWABLE BENDING 5TRESS, Fb, OF 8-IS P51 (SINGLE USE, NORMAL DURATION), A MINIMUM ALLOWABLE HORIZONTAL SHEAR STRESS, Fv, OF -10 PSI, AND A MINIMUM MODULUS OF ELASTICITY OF 1,400,000 P51 UNLESS OTHERWISE NOTED. 1.3 ALL LAMINATED VENEER LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS, Po, OF 2600 PSI (SINGLE USE, NORMAL DURATION), A MINIMUM ALLOWABLE HORIZONTAL SHEAR STRESS, Fv, OF 255 P51, AND A MINIMUM MODULUS OF ELASTICITY OF 1, 100,000 1-51 UNLE55 OTHERWISE NOTED. 1.4 ALL PARALLEL 57RAND LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS, Fb, OF 2-100 P51 (SINGLE USE, NORMAL DURATION), A MINIMUM ALLOWABLE HORIZONTAL SHEAR STRESS, Fv, OF 290 PSI, AND A MINIMUM MODULUS OF ELASTICITY OF 2,000.000 PSI UNLESS OTHERWISE NOTED. 1.5 ALL S7RE55 GRADE LUMBER FOR 2X4 STUDS SHALL BE SPRUCE -PINE -FIR STUD GRADE OR BETTER. ALL STRE55 GRADE LUMBER FOR 4X4 POSTS SHALL BE SPRUCE- PINE -FIR STANDARD GRADE OR GETTER. ALL STRESS GRADE LUMBER FOR 2X6 STUDS AND 4X6 POSTS SHALL BE SPRUCE -PINE -FIR a2 GRADE OR BETTER. ALL STRESS GRADE LUMBER FOR 6X6 POSTS SHALL BE SPRUCE -PINE -FIR #1 GRADE OR BETTER. 1.6 PLYWOOD FOR ROOFS SHALL BE APA RATED SHEATHING, 5/8 OR 15/52 INCH THICKNE55, EXPOSURE 1, WITH A SPAN RATING OF 40/20. PLYWOOD FOR WALLS SHALL BE APA RATED SHEATHING, 1/2 OR 15/52 INCH THICKNESS, EXPOSURE 1, WITH A SPAN RATING OF 24/16 (UNLESS NOTED OTHERWISE). GAPS BETWEEN PANELS AND/OR CLIPS PER MANUFAGTURER'5 REC. MENDATION5. 1.1 NO WOODEN BEAMS, JOISTS, OR STUDS SHALL BE GUT, NOTCHED, OR BORED TO CLEAR PIPE5, WIRE, CONDUIT, OR FOR OTHER PURPOSE WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. _ 1.8 ALL 517E5, EXCEPT GLU-LAMINATED, LAMINATED VENEER LUMBER, PARALLEL STRAND LUMBER AND LAMINATED STRAND LUMBER SIZES ARE NOMINAL DIMENSIONS UNLE55 OTHERWISE NOTED. 1.9 MEMBER SIZES ARE FOR ONE PIECE SOLID SECTIONS. BUILT UP MEMBERS ARE NOT ACCEPTABLE UNLESS OTHERWISE SHOWN. 1.10 LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 211 PROVIDE GALVANIZED METAL HURRICANE TIE AT EACH DIMENSIONAL RAFTER/TRUSS OR SIMILAR MEMBER, AT WALL PLATES, PER APPLICABLE CODE/ENGINEERNG REOUIREMENTS. "1.12 GALVANIZED METAL CONNECTORS SHOWN ON THE DRAWIN65 ARE BY BIMP50N 5TRONG-TIE CO. SUBSTITUTION OF ANOTHER MANUFACTURER MAY ONLY BE MADE FOLLOWING SUBMISSION OF CUT SHEETS FOR ALL 5UBSTITUTIONS SHOWN& LOAD CAPACITIES AND WRITTEN APPROVAL. T13 ALL LVL BEAM5 COMPRISED OF MORE THAN THREE MEMBERS SHALL HAVE THE PLIES OF THAT BEAM THROUGH -BOLTED WITH 1/2" DIAMETER BOLTS AT 12" O/G STAGGERED VERTICALLY, UNLE55 NOTED OTHERWISE. BREAK MEMBER PIECES AT STRUCTURAL SUPPORTS ONLY. 1.14 ALL LAMINATED STRAND LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS, Pb, OF 1500 PSI (SINGLE USE, NORMAL DURATION), A MINIMUM ALLOWABLE HORIZONTAL SHEAR 57RES5, Fv, OF 400 PSI, AND A MINIMUM MODULUS OF ELASTICITY OF 1,300,000 P51 UNLE55 OTHERWISE NOTED. 1.15 ALL TJI JOISTS USED FOR ROOF FRAMING SHALL BE MANUFACTURED BY TP-US JOIST CORP. JOIST SERIES AND SIZE ARE GALLED ON THE ORAINN65. INSTALLATION AND CONNECTIONS PER MANUFACTURER'5 SPECIFICATIONS AND APPLICABLE CODE/ENGINEERING. 1.16 ALL GLU-LAMINATED MATERIAL (GLB'S) UNLE55 NOTED OTHERWISE, ARE ARCHITECTURAL GRADE; STANDARD (2000' RADIUS) CAMBER, PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITG) PRACTICE. NO CAMBER ON BEAM5 12' OR SHORTER OR AS NOTED. ALL BEAM5 TO BE STRUCTURALLY RATED AS 24F-V3 SYP/5YP OR 24F-V4 (MINIMUM); INDIVIDUALLY WRAPPED AND SEALED (PENETRATING 5EALER); AND PROVIDED WITH PROOF OF MANUFACTURE PER THE AMERICAN NATIONAL STANDARD INSTITUTE, INC. (ANSI/AITG A190.1 FIN15H TO BE SPECIFIED AS SMOOTH OR 5AUNN TEXTURED. 5 ABBREVIATIONS REAL A.B. ANCHOR BOLT LOG HOMES® AFF ABOVE FINISHED FLOOR -- ALT. ALTERNATE ARCH. ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING 4 MATERIALS E30TTOM EACH WAY So K(G6 4-0 Gpme kohl& 'f -0, B.E.W. BOTTO B.L.L. BOTTOM LOWER LONG B.U.5. BOTTOM UPPER SHORT 61 FLAdN5 ROAD CL AREMONT, NH 03145 BETW. BETWEEN BM. BEAM t-boo-Reny L WWVi.REALLO6HOME5 :oM BOT BOTTOM BRG BEARING C-C CENTER TO CENTER MEMBER $ COL COLUMN •• _ _ /'\ _.__ GONG CONCRETE 0ONT. CONTINUOUS LOG HDMES CTL.TL. CONTROL =�\1 GJ CONTROL JOINT CTRP. CENTERED cro4couNcm Len iex i. £xreRenrc GmWN COMMON WIRE NAILS DTL. DETAIL DIM. DIMENSION CONSULTANTS: DO DITTO DWG5. DRAWINGS DWLS. DOWEL5 E EDGE OR MODULUS OF ELASTICITY j EA. EACH E.F. EACH FACE ELEV ELEVATION EMBED. EMBEDMENT ISO EQUAL E.5. EQUAL SPACES E.W. EACH WAY EX. EXISTING Fe ALLOWABLE DESIGN STRESS IN BENDING (FBI) FIN. FINISH FLG FLANGE FLR FLOOR 5TAMP5: FND. FOUNDATION FT FOOT FTG FOOTING 6$N GLUE 4 NAIL GA GAUGE HDG HOT DIP GALVANIZED HORIZ HORIZONTAL J.H. JOIST HANGER J5T5. JOI5T5 JT JOINT L.V.L. LAMINATED VENEER LUMBER 00 LLBS LONG LEGS BACK TO BACK LLH LONG LE& HORIZONTAL LLO LONG LEG OUTSTANDING LLV LONG LEG VERTICAL MIN. MINIMUM N.T.S. NOT TO 5-ALE O.F. OUTSIDE FACE _ - O.H. OPPOSITE HAND FL N ON CENTER FL PLATE t r PLF POUNDS PER LINEAR FOOT PEP POUNDS PER 5OUARE FOOT P51 POUNDS PER SQUARE INCHP51- PARALLEL PARALLEL STRAND LUMBER P.T. PRESSURE TREATED - PTS POINTS _. RD ROOF DRAIN REINF REINFORCING RENOV. RENOVATION REQ'D REQUIRED #11818 SO.6. SLAB ON GRADE . STOCK OVER SEAT SECTMR. d MR5. MIKE BHTSECT. SECTION SHEET ELB 1 5EIFERT SLBB SHORT LE6 BAGK'TO BACK SIM SIMILAR STD STANDARD 5TL STEEL 5GtUARE FOOTAGE: 5TRUCT STRUCTURE T TONGUE FIRST FLOOR: 1632 S.F. T4G TONGUE 4 GROOVE SECOND FLOOR: 1045 S.F. T45 TEMP. 4 SHRINK TO TOP AND BOTTOM T.O. TOP OF T.O.S. TOP OF 5LA13 T.O.5%. TOP OF STEEL T.O.W. TOP OF WALL TEMP TEMPERATURE TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD VERT VERTICAL WWF WELDED WIRE FABRIC W/ WITH I D I 7/16/12 IN-- I MAP I _v I 1PROJECT NO: #11818 PROJECT NAME: SEIFERT COPYRIGHT: SHEET TITLE: STRUCTURAL NOTES 5-001 5HEET:11 OF 23 2' 3 I I J I I I I r��._._._._._, I i rJ _,_._._._,_1T F6 F6� F6 F6 Fj F6� F6-/ ------------------------------------ ------------------ RETION STEIT N 16" X 6" CONTNUGSTM F FOOTING BELOW FROST 4'-10" !fF3 L % F7 I F4 L_.1_J L_ �_J -f- L �� I F4---J 9 I I I� o I j I I I j I iJ FS i FS L-j--� 9 r�._._._._._._._._..*....... I I T.li._._._._._._._ ._._._.m L_L_J I I I L_� FS i I I o 6" CONCRETE FOUNDATION WALL j- I I I i I ON ib" X 8" CONTINUOUS -------------- CONCRETE FOOTING BELOW FR05T FS - J. .r._._._._._._._.I L- J GIRDER PGGKET: ____________________________ ------------------------- -1 ._._. _.-._._. I I I . b 1/4"W X 4'•D X R 1/4H (2 PLACES) I Fb r F6 r F6 F I L---------- -----------------J I LT ---- ------ ____________________ . FOUNDATION NOTES: 1. ALL DIMEN5ON5 ARE TO BE VERIFIED ON SITE BY OWNER/CONTRACTOR PRIOR TO THE START OF CONSTRUCTION 2. PLACEMENT OF REINFORCING STEEL AND METAL TIES TO BE DETERMINED BY APPLIGAELE BUILDING CODES AND/OR AC.GEPTED PRPCTICES. 1 3. INSJLATION LEVELS IN FLOOR MUST MEET OR EXCEED REQUIREMENTS OF APPLICABLE BUILDING CODES 4. CONTNUOU5 SILL SEALER 15 RECOMMENDED FOUNDATION PLAN POST AND FOOTING SCHEDULE 07Y LABEL POST S'.LF FOOTING, SIZE REMARKS 1 P1 3 L2" O 5TEF1 COLUMN 3i' % 3-4° X 118'• MINIMUM 9T PG, RFfYJRED IN CONCRETE PER CODE I F� 3 I/3" m STEEL LOLUMN 30' X 3-0" X I'Ya" MINIMUM 511�L A5 REOURID IN CCIIG2ETE PER LED£ 2 F3 3 1/3' O STEEL CpN1N T 10" X �'-10' X I'i' MINIMUM STEEL A5 REGIRED M CONCRETE PER COLS F4 3 VT d 5TEEL COWMN 3'-4" X O'd" X 1'-Y MNIMUM 51EEL A5 RECURED M LCNG2E:E PFR CODE 4 FS 3 I/2" m STEEL COLUMN 2'-0' X T`CY X 1'-0" MINIMUM STEEI. PS REdJRED M C.ONGREIE PER GOLF 13 Fb B" m CONCRETE CQ11MN PE' X 1'6' X d4' MINIMUM STEEL A5 REQIRED IN �.Q'I%RETE PER COf.E we] FOUNDATION LEGEND O FULL HEIGHT MAIN FO,;NDATION WALLS g FOUNDATION STEM WALL YV/ STUD FRAMED WALK -OJT WALL ABOVE. (HEISHT OF AA.LL SPECIFIED L(XALLY) NOTE: STEP FOOTINGS AS REQUIRED TO MAINTAIN PROPER DEPTH BELOW FR05T REAL LOG HOMES So ko come /tome- ko" 61 PLANS ROAD CLAREMONT. NH O3- 1-WOH EAL L05 �.REALL06HOME5COM MEMBER INLOG HOW lb—lkl— C O U N G 1 1 CWENUN V iendm FTre7Ln... 00 #11515 MR. 4 MR5. MIKE 5EIFI=RT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. SECOND FLOOR: 1045 S.F, L v T/16/12 (FULL 5Ef MYTH ONANGES I MJP I �' INO.I DATE DESCRIPTION TBY �4P� lPROJEGT NO: #11818 I PROJECT NAME: SEIFERT 1 SHEET TITLE: FOUNDATION PLAN 5-101 5HEET:12 OF 23 1 3 FIRST FLOOR FRAMING PLAN 5GALE:1/4" _ V-0" REAL LOG HOMES® So Kite 4-o cote kom-- 4-o' 61 P IN5 ROAD OLARH- T, NH 05743 i 1-BOO+2E4L LOG WWYIRFPILDGHOM6.GOM MEMBER LO c 0y N c 1 x cooecounae Lead— en F-111 ux 00 wul #11515 MR. 8 MR5. MIKE SEIFERT 5MARE FOOTAGE: FIRST FLOOR: 1632 5.F. SECOND FLOOR: 1045 S.F. D "1/13/11 PJLL 5Ef WRH G11AN66 I MJP JD O. DATE DESCRIPTION BY PROJECT NO: #11815 PROJECT NAME: SEIFERT PROFILE: V6ROOVEB SHEET TITLE: FIRST FLOOR FRAMING PLAN 5-102 5HEET: 13 OF 25 54'-0" I JOISJ015T5 CUT IO ESTH COURSE N.G. ' 3�•-O' i 1 _ 6-7IRTDER AND JOIST PLAN SCALE: v4" 1. 0 ��a REAL §.1 LOG HOMES® So kl" -, ko come kome ko`" 61 PLAN5 ROAD GLP EMONT, NH 03 13 1-BOOJtEAL LO VLNVIREALt 6HOMLf.OM MEMBER Js�,,"��,((°''j"��"�,\+\r tact Q:iFNwiIONAL C 0 v N C 1 1 mnFaxr,:cie Lendm rn a:zcvfinme 00N5ULTANT5 5TAMP5: 00 D i/18/13 WLL 5Er YWTH GH/J 16E5 MJP .N O. DATE DESCRIPTION B'/ PROJECT NO: ><11b18 PROJECT NAME: 5EIFERT oiriorT sai.�ve a.�� SHEET TITLE: G IRD�R AND . O15T PLAN 5-105 5HEET:14 OF 25 7 I 1 NOTE 1: RAFTER5 PER SCHEDULE TYPICAL LOG ROOF FRAME -OUT: 10.'0 RP -1 LOS HEADER W/ 1 4" WIDE X b" DEEP TONGUES GUT SITE. 5 FLAT SIDE OF RAFTER 6 HEADER ONLY - ENOU&H TO ATTAOH STEEL HANGERS 5PEOFIED AND 5UPPLIED LOCALLY. RAFTER PLAN SCALE: 1/4" . 1'-0" REAL " LOG HOMES" So Kite ko co to kome 4-o" 61 PLAINS ROAD LLAREMONT. NH 0314S 1-BOO-REAL L05 NWWI.RFJLLOGNOMES.GOM MEMBER Irmo m�xwnona� C. o L n cI x woecanvclr LertAers en Fxuttrm CON5ULTANT5: 00 . . . . . ........ y ... x #11515 MR. d MR5. MIKE 5EIFERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. SECOND FLOOR: 1045 S.F. D T/10/13 FULL SET WfiH GIAN66 MJP JD O. DATE DE5CRIPTION BY P PROJECT NO: #11515 SHEET TITLE: RAFTER PLAN 5-104 SHEET: 15 OF 23 NOTE: SEE LF DETAILS FOR SPEGFIL L06 PROFILE AND ALIGNMENT NFORMATCN REFERENCE: 1 1/4' FROM EDGE OF 5OUARED — STARTER STRIP TO ONSIDE OF BOX SILL N NO,) W 1 3/4' X 314' STARTER STRP USED) NOTE: 2' ST.WOARD DMEN5ION FROM CENTERLINE OF STARTER STRIP TO fALE OF BOX 51LL IU.NO1 CONTNVOV5 SILL FLIP IN6 SKIRT BOARDS PER PLAN (LOG SONS SHOPN) TERMRE SHIELD PER 5fTE RL-(b11REMwTS AND APPLICABLE CODE) 6' MINIMUM CLEARANCE FROM SOIL TO NON4WZ55WZ TREATED MATERIAL (OR FER APPLICABLE CODE) BACKFILL, DRAMA&E, EXTERIOR NATERPROOFM6, ETC. SPECIFIED ' LOCALLY PER APPLICABLE CODE — S=ICAL.ElOX SIMPPOST BA STRONG-TE"AL A844 POST BASE OR EQUAL o SEETHE INTO BASE OF POST SEE THE REAL LOb HONES REAL LONS'ROGTION MANUAL FOR ADDITIONAL INFORMATION 0 o PRESSURE TREATED PORCH 51LL PER PLAN N.N.OJ (bXb 5401,41) 01HE N5DN PER PLAN ( 4 3/4' 5HOPN) - POP, TNIF7E2 PERIN (ONO,) o w O rc g O TYPICAL CONP16URATION: PRESSURE TREATED TR-1BER POST PER PER PLAIN. (UN.OJ CONNECT TOP TO SILL Al STEEL POST CAP SPECIFIED LOCALLY PER APPLICABLE CODE. STEEL POST BASE CONNECTION TO FOOTM6 SPECTATED LOCALLY PER APPLICABLE CODE, PLAN FOR L06 PROFILE SPECIFICATIONS 50BFLOOR PER APPLICABLE CODE (3/4' T46 PLYWOOD SHOW bWED AND NAILED) -DOUBLER J05T5 PU 50LD BLOCKN6 BETFffII J05T ENDS �— FLOOR JOIST PER IT (1X10 SHOVOJ) TEFL ANGLE, IF REOUR®), 51ELI1ED OGALLY PER APPLICABLE CODE OR ENGINEERING I PRE55URE TREATED 2X • I MNDSILL AS REQUIRED . I ANCHOR BOLTS PER ' • APPLICABLE CODE • ' ► ' FOUNDATION KILL PER PLAN N Na* CONCRETE WALL SIXOI WHN, ON O) I-, • .:. . \ .\ NOTE ALL SPEOFNS MAYBE ' ':• LOCAL 5UPERCEDED BY LOCAL w61NEERIN6, APPLICABLE CODE, AND 517E (W/ DIMENSIONAL FRAMING SHOWN PORCH POST PER PLAN (LOG P05T SHOM LOS SON SKIRT BOARD SNCPN CUT AT SITE U.N OJ SEE PLAN FOR 5FELFIh DECKN6 FOR PLAN AND SITE REWREMENT5. (2X6 PRESSURE TREATED 5HOPN) 145TALL PER HANUFACTURER5 1/2' 6AP BETNEEI SEMI GATION5 PAID - CECK616 A BOX SILL v APPLCAS CODE 45PWFED N.N.0) o FRE55URE TREATED PORCH JOST5 PER lEd • 12 O/G PLAN f2Xb SNOYN) (UNo) - =r Ey 5TEELJ05THAN&ER5 LOCALLY OR F (5HP50L W2b 5ROWU PLAN PRESSURE TREATED 2X 00 ANCHOR BOLTS (• CONCRETE PENS ONLY) 0 4' ORE CODE LDE NNo.) APPLICABLE FOR CONCRETE PENS: NO,) CONTINUO TYPICAL LONFSURATDN: PRESSURE TREATED 2'- FL45HIN6 2X8 PT SILL LEDGER SPECIFIED LOCALLY TERMNE SHIELD/FLA5NN6 .:.'. �'. ER PMAPPLICABLE CODE 1/2' m X W ANCHOR ECL75 �. OR EQUAL W T' (MN) ' �4 PENETRATION INTO CONCRETE OR PER APPLICABLE LODE SLOPE GRADE PER "' ppPLILPBLE LODE :BETE FOOTN6 BELOA PER PLAN, (GABLE CODE AND LOCAL IEERN6 REQUREMwT5 "LOWERED" PORCH SILL (WITH MAIN CONCRETE FOUNDATION WALL Of LOG COURSE. COVERW1TN5 OF CALIRNG. (TYPICAL Al EXTEAOR FA Tn__' ) ANGUf EXTERIOR LW IIOG ON ML7 LV6LTNNNR / COURSE INN TO 150METRICVIEW ENSURE PROPER ! PENTRATONINTO AT TYPICAL CORNER i BOX SILLBELA, N.T5. �� (2)ROW' CFOAM GA5XEL- (ON TCF OF 5TARTER 57IPI 1 112'X 3,W `_-AFTER 5RIP N,N.D. UE RFk_OGNOMI! 5H RD CON5IRURON MANUAL PO A)DIIN)NAL INFORMATION PROFILE BA51G5 51-ALE: 3" = 1'-0" W'1: (1) ROW FOAM GASKE( LOGNOG FASTENER A5 SPECIFIED N.NO.) N' LOGHOG 5NOIVNI SEE DE'N_ If I OF 55D I K FA5TINING 5111111AT INS 2' I 2'OFFBET: CEJ7:AINB OF tDG WALL OCHE sTAereesrwe ro oLFSI;E PALE OF FOUNDATION N'ALL U.N.O. I BASEBOARD BOX (,FOR INSTALLATION Of WIINNG AND FWMBINGI BOX I'LL)FOUNDATION j PE. PIAH. SEf MPULABLf -I4 1 FOUNDATION DETAILS I TO WEI (ONO.) FOR n 2)( FL17"R JOISTS PEL FVN S12W, BLUED AND FASTENED I, nCOPNI PER APPLICABLE LODE SEE ft':A FLR SUGGESTED CONNECTIONS 2X pRESF, TREATED MUDSIIJ. PER PLAN GIRDER POCKET (U.N.O.) . - E ILTLP ?X 5RDER PER PLAN. FA5TENN6 SEE PLAN FOR SIZE.. :.. • ':) '. PER AFPEL.ALB LODE MAINTAIN CLEARANCE BETllEn CdRCREE FORIDAttN YVLL (ONO) bRDEe END AND CONCRETE HALL. zX FReE&,n TREATEDSNM NN 0) • BFJOW EIROER END AT CONCRETE AALL NOTE: STEEL BEARING PLATE AT TOP OF STEEL P05T REOIIIRED. 5TEL P05T LAP CONCRE;E FLLED STEEL COLLT. PER RECLINED FOR TMBER POSTS. SUIT PER MPLGAR'E CODE REOUIREMENT5 LOADS APPLED FROM ABOVE -OR 17 PRESSURE TREATED (A5 REOURED) TMBER CONCRETE CONCRETE PER A^PLJCABLE LODE O POST PEF PLAN AND APPLICAELP LODE STEEL P05T OAST PER APPLICABLE LODE (31/2' DEEP SHOPN) MEN TMPER POST 15 USED MOM SLAB . AN BOLTS AND EXPANSION JOINTS VAPORBARRER '' - W1EN STEEL COLMNS ARE USED CONCRETE FOOTING A5 SHOYN SEE PLAN FOR STANDARD 517tN6 { 5M0 FILL AND OTHER SOIL PREPARATIONS FOR APPLICABLE CODE AND IRE CONDRIRI5 BASED ON COVER SHEET DATA, • ' CONCRETE SPECIFICATION, 4 : i,. -. RE WORD RODS AND OTHER STRUCTURAL 5PELFILATDN5 .PER AFPLICAEU CODE , •, • ` •. AND LOCAL ENGINEERING SEE FMA/55D FOR ADDITIONAL INFORMATION / \ DIMENSIONAL FLOOR FRAMING WITH FULL BA5EMENT SCAI_e:1 1n = ro fL UR2 B/'r X 1 I?) 5TARTM STRIP SET NOTE I N" FROH EDGE OF SQUARE AND PLANS BOX SILL SEE LP DETAILS FOR 5PEQFIL L06 PROFILE AND ALGNMENT NFORMAWN CCNTINWU5 FIL164W FLOCK 5151EM PER PLAN (SEE AFPLCAE:E BIDS) BOX SILL PER PLAN 5MP501 M5TA24' OR EQUAL STRAP TIE ACE. FACE aF BOX 51LL TO AWN WTN PALE OF FCVNDATLN • 46' 0/C LR PER MPULABLE CODE HALL BEUOA (U N O). FACE OF RWI SHEATHING AWNS WIH 70 7E STUDTO BOX SILL FACE OF BOX SILL PAID FONDpTI(1N OOJBLE TOP PUTS MINOR FINISH PER PUN (LO, SIDING SHOW NSI ATOM PER A=PLILABtE LODE (SEE H31/BSD FOR LOX SONG APPLICATION INFORMATION) CCNTIU015VPFCR BARKER N.N O) NFLT ATLN BARBER "AK OR EMA J I T COX PLiflPOD 51R I OR EMAL SHFATHMG FASTENEDU,".ONJONT N/ BD NALS. 4' 0/L EWE, V O/C FIELD N N OJ 7X STD PRIMED PIAL @Y.64 i6' 0/L WNAMMI OR � APPLICABLE CODE OR ILNL ENGINEER 5PEGRLATOISSI•IPSM NOW-5052.5' ADJACENT TO ALL LPW6S AND OGR M ANCHOR BOLT SFEOFILATONS PEt A°PLILPBLE ROLEOR AS DETONNE) BY NOGL CONDITIONS AND RFOARWEUS ( 6'-0' 0/C HAXMM SPARING, AWNW HOL0001W5 NNOI2X BOTT PLATE FACE OF SITATHN6 TO PWN WTI FACE 2XPRI=I TREATED SILL N NOJ W SLL J_AL BEON OF FONDATION AkL NN 0) w"I'm SHED PER CODE CONCRETE SUB AND INDERLAYMENT PER PALN 31 L ION WNI PLN SEE APPPP SEE UGV3fE B505D5 G.A� l 5TUD FRAMED YVALK-OUT @ TYPICAL WALK OUT BA5EMENT 5 CAL_E: 11/2'= 1'-O' MEDULE EDUCE 5PPGN6 5PAGHJG• ',I•f.�� 4��p I 1 o• o • o • o 0 0 S KEY: Y Z 6 o _ LOG FASTENING PREVIOUS GPIRSE • • - LOG FASTEN.. THIS CWRSE LOCO WALL CORNER WALL INTER5ESTION LOG WALL OPENING PIN COLUMN •ALL DCOR5 PAID WINDOWS UPPER PORTION W.O_ PORTION BASE LOG HALL FASTENING NOT TO 51-AL E NOTES: 1J REFERENCE I-ONS HALL SCHEDULE FOR LOG NING FA.TESPAON6. 2.) USE DESIGNATED FASTENING FULL HEIGHT UNLESS OTHERWI5E FFEGIFIED AS WINDOW FASTENING 3.) ANCHOR BOZOOE N.N.o.ISFALINb PER APPLICABLE 4.) 3' MIN. FASTENER PENETRATION N.N.0) 2X SOLD BLOCKN6 - ---1n' PLYWOOD GUSSET BNANLEO TO ' 8E1NffiI JOIST BAYS �EAGII JOISTYW 6-I0o NAILS EKMJ 12' BUILT -Up 2X ORDER! (GU53ET5 LON6,(MN). X 1/6' LE55 REAL BELOW N.N.D.) T TIAN J015T »EIGHT. U.", POST ABOVE LOG HOMES® PER FLAN 1 I RI 2X FLOCR,1015T STEEL POST BASE (SUPPLED LOCALLY) L 06 H06 FASTENERS (BIfiT B1D5 TOOETHER U ,p15T i OR L06 H06 FASTENERS, OR EGUAL AS (AS PPPLILABI E OVER CENTER OF BEAM U N.OJ U Elpg SHOW/. FASTEN PER APPLICABLE CODE (4) PER POST MM 1 So niGG '�o G�1Ke T ie �oA A I AVD EN6INEERM6 RECURFh ENT5 -- PRE-0RILL POST, ---r/.}O15T5 BU17 LOCATE A5 5»aw _ OVER GIRDER 61 PRAMS ROAD LLAREMONT, NN 03T43 2X SOLD BLOCKIAG ---- - I IT --� 1-BOOiREAL LOG WWPI.RFALLOGHOMES GOM BER^EEN JOIST BAYS FASTEN YV 6 (MNMJM) SOLD 7X BLOGKN6 NN Ol 2%FLOOR JOISTS BUILT4IP 2X GRDER 12G PER JOISTS SIDE TO'I"N0005LY N N.O.1 PER PLAN BE OwN.NpJ 1 1 RANSFERtowsFRaw MEMBER 1 1 ABOVE TO BA4EMwT POSTS ie* I \\\� 2X FLOOR JOT �.�_— ........... ..... ...._._ BEAH\'� ' n NI 8 MNNUUM OVERLAP g�{p5 BASEMENT LEVEL SLPPORr�I I-ia.... W IIW ii� POSTS AND TOP BEIRING I 1 C 0 V N C'. 1 L ,!OUSTS OVERLAP FLAM5 PER PLAN wr .�,NovAL ``----- _ ----- i i car>EcaNae tenee.z tR t.>«tk>li�e _ ON TOP OF GIRDER {/ SOLID BL(XXKINS AT GONSULTANT5: E ILTRIF 2X 'IRDER TEFL J05T ' ANGERS SUPPORT P05T5 BELOW URDU I�`SUPPL�D AND SPECIFIED LOCALLY N ' PER APPLICABLE GODS 11 1 2X FLOOR J05T � I BIAN65 FROM SIDE OF bRDERUNOJ _ _____ _015T5 HUNG SEE FDZBSD FOR ADDTIONAL INFORMATION J FROM GIRDER DIMEN510NAL FLOOR FRAMING (JOUSTS AT GIRDER) 5GALE: 11/2"= T-O' W 3OJ NAL5 AT SPLICE CBITER PLATE SAUCE OVER POST (U N.0) (2) 3/6' 0 X D' 5PKEi III N 0) 3/4' A CONIERBORE SET N 3/4' DIAMETER CANTEPBORTS. Fn DRILL REHANNG MATERIAL N PORCH PLATE,1/1V DAt-MR AVE TO AHOY FOR LPWNRD FCYI NT OF SF9 5 AS SHIMS ARE RD40M IT U2' EMERIOR GRADE PLYv4x SHIMS REHCIE 5HM5 TO ADLST PORCH ROOF DOYWI'VRD AS L06 "ALL" SETTLE 41AT SIT THE REALLoaH045 CONSTRUCTION MANUAL FOR I NNOJ AOOITIONAL NFORMATOI PORCH PLATE MR PLAN (LW HNEER 501 TAT INSTALLATION MYRCAL ION OJ SEE THE REAL LW WHES CONSTRUCT CN MANUAL FOR ADD 70KAL INFORMATION REGARDING IX TRM 5PSCI LOCALLY TO COVER CHMNEL OF LOX PORCH PUT: (AS APPWABIF) PORCH POST PER PLAN (IDG POST SHOM) FORCH DECKING PER PLAN MRESBRE TREATED 2X SHOW) PRE551RE TREATED PORCH SILL PER RUN N.N.0) (6Xb 51HOYN) LCPER%PRO"ND CONNECTIONS PER PLAN MID APPLICABLE FD/EW DETAILS 5TANDARD PORCH CONNECTIONS (FRONT VIEW AT SUPPORT P05T, 51-ALE: 11/2'= T-O'. 00 #11515 MR. 4 MRS. MIKE SEIFERT SQUARE FOOTAGE: FIRST FLOOR: 1652 S.F. SEO.OND FLOOR: 1045 S.F. �PRO�GT NO: RR11818 PROJECT NAME: 5EIFERT To SHEET TITLE: BUILDING SYSTEM DETAIL5 5-501 SHEET:16 OF 23 GENERAL NOTES: 1. SW FRAIW PORTION MW15 WHEN USED IN LO', STRUCTURES IRE NOT TO BE USED AS LOAD BE+RING A55FI40LE5 2, AS THE LOS WAL5 ARE DE56NM TO SETTLE, THE sm FRNAED PARTITION WAILS IRE TO BE ATTACHED TO ALLOW FOR TM5 5ETT1M6. THE 15 DOE BY FASTENING THE PARTTOI WALLS TO THE LOG FULLS T&RW64 THE USE OF OF W 5CRFL15, (RNLEK W70 OTHERWSEI SET IN SUP GROOVES. 3. ASEn MGA10FINCE MEST ALSO BE E5TA8LEHED BETYEFN THE TOP OF THE FARTMON HALLS AND THE BOTTOM O THE STRUCNRE ABOVE, WALLY THE SECOND FLOOR FR I* OR CEILING). THE SPACE E TYPICALLY A MA*W OF 3'. HO*VEt, THIS SPACE CAN VARY DEPENDING ON THE LOG PROFILE AND IO6 SPECES 4.111E PART"LS PARTWAIARE INSTALLED IN POCKETS THAT ARE TO BE CUT AT STE INTO THE IDS MAILS. THESE POCKETS WE TYPICALLY Noraw TO r BEFORE THE LOG HALL CENTERLNE, WHERE THERE E A 5TNCIURAL HBABER DIRECTLY ABOVE THE PARTITON FALL A CERTAIN MIONT OF L06 YYLL MIST RERAN UNIDTCHED TO ALLAY FOR SUFFICENT WARNS OF THAT STRUCTURE. 5. SEE THE REAL LOS NOAF5T"CO15TRJCTOI HAWAL FOR ADDITIONAL INFORMATION AND SPECrICATONS, 6. MAL NOTATION, NA OJ =LNLESS NOTED OrHERA5E �--LITWIOIT SNOW TE iTPIGAI SJP GRCUE LCNFlGURA7IOH FOR IRE PITH SkEI T DETAILS PROVIDED IN THE PACKAGE AS NOTED, ALONG PITH AWI INFORMATION AID SPEOFILATIONS. D_��RAMED PARTITION NOTES IX TRIM BOARDS (FASTER TO HALER 2X6 TO DECM— ONLY) (2) V 70P PLATE — 2XSNDPOLL — SPEOFED BY OMER5 PER APPLICABLE CODE STUD FRAMED WALL LOCATED PERPENDICULAR TO JOISTS ABOVE 4 5/r (FOR 2X4 STLOS) IA%u-6 V2' 6YPSLN FALLBOARO FH I b Sw (FOR 2xb STM) W SCREYI AT IASSUME9 V2' 6YF5W KAL BOARD WNEHI OF 5LIP GROOVE NOTE O z � Du Nor ovERr6Hm+ � 8 g N_lLW FOR L06 WALL SETTLING COMTERSORE MR W HEAD d _ _-- _FZA NOT MID'06ow 1/2' DEEP LL IS TOI (OR AS REMW FOR PROPER CLEARANCE) Ft s w NNDI V L* SCRFri � g � W W45HBi 1 SPECIFIED LOCALLY SIB: GROOVE 11V WDER s W 0/L (JA OI I CODE THAN FASTENER SHAFT C1M1E1� YALI80PRD SHOMN) SLIP GROOVE NOTE. TYPICAL COIFlSRATICN SHOW. SEE PLAN MN DETAILS FOR A001110NAL INFORMATION SETTM SPACE LOS OR r""R (FTYRCAU J05TPERPLAN 4 (FASnN TO HALER ONLY) 3/6, m %10' W SCREW . 24' 01 (MA*4M), IYPLAL PRE -DRILL V16• m HOM IN TO PLATES, RIMERS, AND SL MW PLAN VIEW TYPICAL CONFIGURATION SCALE: 11n"= T-0 NOTCH IDS MALL VS GYPSM MWEBOARD PHEW WTKFRFSATST' --/ W21(AT END IIIOJ APPLY BID $TU05 DIRECTLY TO FACE O LOS MALL y ? 3/B' m X V W 5cm w NASPFR . 14' OX NH.OJ PLAN VIEW OPTION W/ V-GROOVE INTERIOR LOG WALLS C170715 AND 77m LOS PRLRS 7TON BE PLW FOR PRO.ELT SPECIFIC LO. STYLE >ff DETAIL M10F SW FCR ADOTLNA. NFOR RATION TO LOG WALL CONNECTION CA OF LOG FALL 2Xb TW DECOH6 12X72 MOMAJ Tit, LW ORTMEE<JOST GIRDER SH C, SEE PLAN 51 Sm PVN MR PRORCT 5PFCFIL FORPRO.iCTSPE IFIG SPF.LIFILA110N i SPFCPCATON 51/7 NINIMM BEPAING 4' MNMM ENDS BE UNDER 61Ru'FR BNCS IANLF.R PAST CS (RI) 2Xv'ETTIAN6 SPIKE f3 TYPGNJ BuTO FIT) t P ro m) (2) V TOP PLATE SPACE IT TPLAJ lJ ....By g OTHERS STUD FRAMED WALL LOCATED PARALLEL TO JOISTS ABOVE Sff OETaL Mi OF 05D FOR ADf1T110NA1 NFCRMAnLN GONTORB LDG PROFlLE SHOWN SEE PVN FOR FROFCT SPEOFlC LOG S1YlE STUD AALL TOP CONNECTION (A/ LOG OR TIMES 51-:AL.E: 11/2- T-0'• LOS OR TINDER JOT PER PLAN NOTCH LW MALL T ABOVE TO PLATE FOR 5ETTLM6 V7 m %T W SCREA WW6HAo 14' 0/C II (3) 2Y BUILTIP BID PCST ELEVATION VIEW swE r=ra 1�_,STUD FRAMED SGAL: 1 17 1•-O" I" m X 1O W SCRIMS .12' 0/c (PRE -DALLIED 2*T45 DECORS SIW m HOLE IN TO PLATS ONLY). ALGN W W5 BELOW dX NAILER I L' OR "ER smum SPACE 7 TYPICAL) JOI5T PER PLAN DOJBIE 2X TO PLATE V NAILER IX TRIN BOARDS (F0.51BN TO (RIP TO FIT) NA ER ONLY) f2) 2X TO PLAT: � . 5/V N %3•L SLR 6RLGVE 2X STUD MALL (SET W SCREW IN TO O SPFLIFfD BY ONES SUP 6ROOVFJ O V2' PLYWOOD SHEATHNG (I SIM) SHE M21/135D FALL FlNEH (1/2, GYPSbt FAA LBC7ARD 5HOAN) - 2%5TU75 0 17 0/0 N N 0) - 1/2' m x r LAG SCREW w WAZeR. H170/c, SECTION -A 6' MA*W PRCM ENDS O SHFPRYA-LNN.0) SLATE II/7 c V0' - W 2X SILL PLAT: _NOTE REINFORCED FLOOR SY5T?1 REPAIRED III I ISEARWLL. —1 LOS PROFILE SNCYN SEE PLAN FOR SPEAFlLATIONS SEE PLAN FOR 110IIT SPECIFIC LOG SrAl NAILER L 3/B' m X 1O W SCFEVE, 0/C, MA W), TYPICAL i PRE -DRILL 1/16, O PILOr NOES 3/5' 0 x 10' W SCREVS . 24' OX, (MA*41A), TYPICAL PR -m L1AF m PYDT HOLES MINIMUM BEARING FOR JOISTS ABOVE STUD WALL MINIMUM BEARING FOR GIRDER ABOVE STUD WALL S """FaL oFa SPEa L LOS STYLE DETAIL MI O "IFOR ADOTIONAL NFORMATON 5TUD WALL TO LOG CONNECTION5 .•.. SCALE: 11/2"= V-0•• UAW' FLOOR OR ROOF SYSTEA SEE PLAN FOR Sff.ONLS DOABLE 2%BLCC06 . EACH W LOCATION f2) 2% NALER IRr TO FIT) 2XOCOMS (2) ROM 1b1. r O/C FASTEN W 104. r 0/L COE/TERSNK AND FILL........ f5TAG6ERED) .. SETTYNG SPACE (3'tYPCALI (2) 29 NAREt OF TO FIT) I/2' O %ROW SCREW FASTNW 10d . B' 0/C • 12' 0/C (PRE -DRILLED (STP6GERED) O 5/r 4) HOLE N TO PLATES ONLY). PL6N WWS BELOY O (2] 2x TOP Pun: 1/2' m x T W SLREY w YA5N�. 14' 0/L, MAgMUM. N TO O5ARYL %31 SUP &R SLR 6ROOVFJ TOP CONNECTION W/ LOG OR TOP CONNECTION W DIMENSIONAL TIMBER SECOND FLOOR SYSTEM OR OTHER STRUCTURE ABOVE (JOISTS NOT ALIGNED WITH 5HEARWALL) SH CCNTORB La PROFlLF OW B E PLAN FOR PRO.PCT 5PEO11C LW STYLE 5TUD FRAMED 5HEARAALL TOP GONNECTIONS / SCALE: 11/2••= T-0" 4' MNIMM BEMPW BEON JOST ALAS LR TEARER JOST PEt PLAN ---� NOTCH HAS AA L 7 ABOVE TOP FLATS FOR 5EITUNS IV 0 X 10' W SCREN. 24' O/C fPRE OKLU D 1/16' m NOLE N TO PLATE5 ONLY) IX TRIM BOARDS (FASTEN TO NAILER ONLY) 2X67�°ELNN6 -� REAL XEL LOG HOMES" Im OR TIER YXST PER PLAN So Kite 4-0 cote kome 4-0, 61 PLAINSIR AV CL.AREMCPAT, NH O.9743 2XNALBR HRP TO FIT) 1-80042EAL L06 YYNVIRFALLO6HONE5.G01A I T I I (2)2X TOP PLATE MEMBER U //,R-''�.�,�\, wrmx6'WSO" w 2x57UPHALL \\� r � WASHER. 14' 0/L SPECIFED LOCALLY PER IPPJGAB:E CODE BET —3/5, m% IIIW SCRM I O � 4' N C 1 L w W5Ht3t. 14' 0/L (UN.OJ ET X S'U SLP GROOVE I,m`o`e`miiivcii Leadeca rn tY<atl4wee (SW SCRBY N TOP OF SUP MW.L FINISH GROOI fl/2'GYPSMI —(2)2XEIILT i I MW.IEOwcSHON) CONSULTANTS: END POST I I 2X STUD WALL SPECKS) BY OTHERS 2X SOLE PLATE Fil— 2 ROMB 17 o/c 12e VA56ERED 5EGTION-A I I SCALF: 1 112' = 1'-0" B01( SILL 4 FLOOR SYSTEM PER PLAN ELEVATION VIEW SEE H1/BSO FOR ADD TONAL NFLra1ATCA SCALE 1.-11 T' B la PROFILE SHOW 5-" SLED PLAT FCR PRO.KT SPEGFlL LLG 5'YLE 5TUD WALL 00NNECTION5 J5-ALE: 11/2"= 1-0" CAL O LOG VIALL bd HAILS. 6' O/C 51E1RVLL STUD SE TO MATCH. CAJ 2X65ND MALL....-....-.111T X 41/7 (AGNAll 2X451V0 MALL ............. T V7 X 21/7 (ICNAL) i5 TEPID END POST NOTCH M70 LOS WAI11' OFF LA, SEE DETAL 142 O BW m � I 1?mxrW SCREwwWrHTx.Is•mrc i .. .. .... ..... .... .... MO,MTN TOP OF SIV N X 315UP 6ROOVV NOTE. APPLY PLTV000 AFTER 5IIEPRVY+L_SNPa ARE FASTENED TO LOG N L Bd 6T AL Irl SCALE: 5'=r0 HALL RWFaf AF I JORt FIN H 04IR'PLYVIO N5� fSXaE APPLY MiHtIOR FNISH OVER PLYWOOD BY SLIDING INTO MNAJNr 6 MALL L06 NOTCH AND c +` FA5T3N AS REC61�D. 33 BOARDS .- - 3m., 4 4'-0' 7YPLAL IBWTH O SHE7RW141 (OR PR PLAINT 7Y1dCA1 SNO PMTITGN SEL110N i SHEARWALL NOTCHED INTO LOS MALL . SITE (SEE PETAL MI O SSD) SHEAR A L SP . 170/L N4LL RNEH N/7 GYPSUM n #11$1NJ I TRIPLE EALTLIP END POST BOARD SHOW) MR. 4 MRS. MIKE SEIFERT SQUARE FOOTAGE: vrmzTWscRBYW 1/2' PLYWOOD 5HFATHIN6, Iw NAL5. 6' 0/L WASHER 0/C (MOMT N (BOTH SIDES) FASTEN w Ed.fW O/L EDGES AIID iFlD FIRST FLOOR: 16325.F. S/B TOGYHx315LPCaRODVE) 510 SEE SEE P ILYi 5171E PLAN LAN FOR R PROJECT SPPROFlLLSHOWEGFlL SECOND FLOOR: 1045 S.F. 57`UD FRAMED 5HEARAALL (PLAN VIEW) 51:ALE: 11n'•= T-0•• D 1 1/15/12 IFULL SET MATH CMAN6E5 I M F- I .JD �PROJEGT NO: N77818 PROJECT NAME: SEIFERT T. SHEET TITLE: BUILDING 5Y5TEM DETAILS 5-502 SHEET: l ? OF 25 1511E NOTCH LOG WAIL FOR POST 1/W 0 X V LW 50" TV W45HER E W 0/6 EVERY OTHER GOJRsE U.N0) 5/B'W %3'L SUP G (SET LM SGRFN INTOP OF SUP 6ROOVE) N 3/4" FACE TRIM BOARD (WVYmXB LAS SCREW W/ WASHER IN COMTHIBCRE) —SMPS0 LSO R EAGI SIDE I OF POST BASE, N NOJ (OR ELiT 2 SJFPLED LOCALLY) FLOOR SYSTEM SOLD SOCKING mm J PER RA POST FOR STEEL ANGLE FA5TEIN6 PER PUN. ALLOW T (TYFICAU 5ETNWG SPACE ABOVE POST TOP. SEE M3155D FOR M AH BFlRNG RBQFa NI5 OF GMOER OR JOIST ABOVE, -3- (T)FlCW 5EITUNG AL OINANCE NOTCH ILO WALL AT SITE NOTE3•OTTRr FM TONCE ABOVE POSTSCVIRFD TO AYY zTwcTRE ABwE - TOP OF POST - 1/2, 0 %B' W SCREW W/ WASHER F IW 0/C REVERY OTHER COASE UN.OI - S/BW X 31 5LP GROOVE ISET LAG SCREN N TOP OF SLIP GROOVE) -NOTE. RECESS SLIP GROOVE 3/4• TO ALLD%FOR INSTAIATOI OF FACE TRIM BOARD. TOP CONNECTION BASE CONNECTION (PU SECOND FLOOR ABOVE) NOTE. 41 iIMEER POai SHOYN, NOTE REFEZ&CE MI/BSD FOR Sff PL.PN FOL SPEGFI.' MFCRMATmN TYPCAL SUP 6R000VE MAL iOJRB LOG LE SHOWN SEE PLAN FOR FRO.ECT 5PEGFIC LCG STYE 5TIFFENER P05T CONNECTIONS 51:ALE: 11/2"= T-0" SIDING PER PLAN (CONTOJRB LOi HI540 W) FASTER la SmMG WTII PRECOLORED U STAINLE55 I 'I'.. BATT NSJLATION. NNOJ PER APPUCIBLE CODE STEEL NNL5 MAX. IF 0/0 KNI-5 TO PENETRATE STUDS, POSITIOI NAILS W SNOW. WAIL FI I PERPLAINT Ivry BYRUM FNLLSOARD SHOM) I, VV 6 MIL POLY VAPOR BARRIER BEHIND 1/2'COX PLriC00 SHEATHING FASTENED II YV BD NAIS EDGE NAILED 4'0/C, HELD NAlliD 6' 0/C, NN.0) OR PER APPLICABLE COVE NAILED NOTE: NOR OF LO690M6 ALL REO)RE ON-5TE MATCHING AND AOJU5TMENT OF MATERIAL MR BEST FIT. USE A STORY BOARD OR OTHER DEVICE TO KID=515 ALIGNED. DO NOT HARD STACK GORSES TLGETHER, NRLTRATION BARRIER (TYVE, OR EM ILENT) VERTICAL SECTIOSEE Nv iFORRoFcrrJRcsaNGsnE THROUGH WALL LOG 51DING TO 5TUD WALL CONNECTION SCALE: 11/2"= l'-0" 2%STD WALL PER PVN GATT MSUI.4TION N.NOJ PER APPUGBLE COLS 5REORED BY OTHERS PER APPWABIE CODE WILL MW (PER PUN) 24' 0/C 14AAMIM STD SPAGN6 AV 6 GYPSM WAAPOR BA SHOWN :; W 6 MIL POLY VAPOR BARRER BENIN01 — N — 62raR6 LOG WINS SHOYN AT LOG 5aNG OvEftLAP NODE FALSE L TAIL NJGNMENT OF LOG SONG AND FALSE AND CORNERS AL REMIRE LFOR MSTMATCPITS AND STORY BENT OF MAOTHERRAL FOR MST FR USE A STORY BOARD LR OTHER MOCE TO KEEP GORSES AWNED. DO NOT NERD sTIOc C06R5E5 TOGETHER. HORIZONTAL SECTION THROUGH CORNER LOG 51DINO TO 571U0 SCALE: 11/2"= V-0" LOG W. FASTENERS OR EMAL, (W PER FALSE L06 CORNER PIECE T MNIMJ4 REIERRAIION INTO ILLY, TAILS PRAP CORNER WDH 4B' POE (MNIIMM) EUSTOMERIG NWABRA NE, ST)THBIE OR MAU (55) 2X AT CORNER SEE 1,31/316 OF W FOR ADDINONAL NFCRMA10 CONTORS la SDMG M FALSE LOG Cam' S SHOW °iFE PUN FOR PROJECT 5FEGFIC smM6 STYLE _L CONNECTION W/ FALSE LOG CORNERS LOG WALL NOTE: NOTCH FOR GIFTER TO CENTERUNE OF LOG WALL (U.N.O.) / INAL) TIMBER L 1Ell GIM. SEE PLAN FF SPECIFIC NOTCH LOG WALL ABOVE P05T SPECIFICATION TO ALLOW FOR 5ETTLIN (TYPICAL T U,N.O.) /2' MINIMUM5CR.EWJACK INSTALLATIONPER PLANTOP OF POST ' 0 X 8' LAG 5HCWN. SEE 4C'G(4XG ASHER @ 14' O/CPLAN FOR SPECIFICS) RY OTHER COURSE X 3 L 5UP GRO"Vl,T LAG 5CREW IN TOP GROOVE) NOTE: NOTCH FOR P05T AT SITE TO I' OFF CENTERLINE OF LOG WA 1 STIFFENER P05T W/ 5CREWJACK POST 51Z�6CREWJACK5: (UNLESS NOTE OTHERW5E) 4XG POST: TYTf I 5CREWJACK GXG POST: TYFC 2 ECRE'MJACK 81 P05T' : TYPE 3 5CREWJACK 'NOTE: FOR 8X8 POSTS INCREASE POST LAG SCREW LENGTH TO 10' TYPICAL 5CP.EWJACK SPECIFICATIONS SHC I. SEE PROJECT DRAWINGS FOR PLAN SPECIFIC INFORMATION NOTE: REFERENICE M24/B5D FOP TYPICAL STIffEMER POST CONNECTIONS CONTOUR8 LOG PROFILE SHOWN SEE PLAN FOR PROJECT SPECIC LOG 5 5CALE: 11/2"= T-0" 2X STD KILL MR PLAN SPECIFIED BY OTHERS PER IV O/C MAANM STUD 5PAIJNG APPLICABLE CODE, L' WN6 PER PLAN lCCNTOJR5 LAi SONS SHOW) BATT INSULATION PER APPLICABLE CODE NOfi. xCRI7CNTK ALGNMENT OF L06 SIDNG WNL RNSN IT'Bt PLAN) WLL REORE CN-SIZE MATCHING AND WLST 1T OF MATERIAL FOR BEST FR. USE A STORY BOARD (12' GWBM PY1180PRD 54" OR OTHER DEYCE TO KE®UL'R8 AWNED. N 6 MIL POLY VAPOR OARRIER BBIMDI DO N01 HARD STACK CCLTt5E5 TWEMFR. YRAP CORNER WTN 24'VC�E nN�N�M�,MI E ASERL TOMMEMBRANE, MnVNE E OR EOIALJ TRN BOARDS NCR PER PLAN) AL TROUGHCORNER TION RS CGNTOASsatysHaw _......_,. , SEE PUN FOR PROBCT 5PEGF4 SONS STYLE LOG 51DING TO STUD WALL AT CORNER SCALE: 11/2"= T-0' RIDGE BEAM PER PLAN! CONITOURB LOG PROFILE SHOV,M REAL � (GLU-LAM 5HOW41) SEE PLAN FOR PROJECT SPECIFIC LOG STYLE RL'+d', L SEE M25/55D FORADDITIONALINFORMATION LOG HOMES So kt' -- 4-o comekome- 4-o" 6X6 RIDGE BEAM SUPPORT P05T WITHIN STUD FRAMED STEEL SIDE PLATE 61 PLANS ROAD CLAREMONT, NH 05743 GABL WALL, RIP P05T TO 5" 3 1/2- AT INSTALLATION 1-BOO-REAL LOB WiKREALLOSMOMES.CaM WIDE TO ALIGN INTERIOR FACE (� WITH It FACE OF STUD (u� — FRAMED WALN.N.O.) MEMBER ,� TIMBER RDGE SUPPORT POST SHOWNI. ��_ STUD FRAMED GABLE END W/ �� 'An�j('��'�A SEE PLANT FOR PROJECT SPECIFICS LOG �iEAFILS LOG SIDING EXTERIOR SHOWN. �9A� u SEE PLANS FOR PROJECT LAG 5CRElN5 @ IT 0/C, 1„W;,� n�,;,�r C 0 v N c 1 L SPECIFIC INFORMATION. MAXIMUM 5PACIIIG, AT TIMBER P05T. CODEIXIUNQL' r-d—A. ttvlLRrc NOTCH INTER OR OF CONSULTANTS: COURSES AS STIFFENER POST PER PLAN (GLU-LAM 5hom) REQUIRED AT SITE NOTCH ONLY DEEP ENOUGH TO SET STIFFENER IT O X 12" LAG 5CR&VS W/ WASHERS POST FLU5H WITH INSIDE @EVERY OTTER COURSE, (U.N.O.) FACE OF STUD WALL FRAMING SET IN T SUP GROOVES. SEE (U.N.O.) M 1105D FOR TYPICAL SLIP GROOVE DETAIL GABLE END 5TIFFENER P05T (W/ STUD FRAMED GABLE END) STAMPS: NCIE: NOfO1LaK5PUNE AROJm SCREVAGc PLATE SETIUN6 SPADE OV7R MLLFiORK. /S REO,RED TO P11AV AM INSULATION, AR BARER, FLP`_NMG FOR SETRWG NID TRIM. SEE NNE REAL LW XO46 n'W CCNSTRCTILN MAWJAL FOR AMORAL INFORMATION AND SPEORCATION5 (TYPICAL) 00 SCRB4UCK PER PLAN (UNO) I I READ FRM4E5TOCK LCCKSPLNE I / / / / / / SIDE FRAMESTIXK , , . I A, / / WMRPER PWIgz DRILLTOPOFPTTOALLLW TYPCPL MLL'mRK / I 1. �• I % / % % % FOR 5GRDI ADJISTMEIT .•: LIST PER PLAT / I ('•I";'.I' j / / I / SUPPORT P05TPER PLAN NOTE. NOTCH B0704 OF POST TO FT OVER Ia BAFFLE, #11818 " �MR. Q MRS. MIKE / BILLFRAMESipC1C / / (A6 APPLICABLE) % ; ; ; ; NOTE.. SEE PLAN FOR SPECIFIC INFORMATIOI SEI FERT LOGNW FA51BER5 1 / / / / REGAROMG LOG X RSING, MLLWORK LCOATIO15, AS APPWABIE) 1 / % POST AND 50REW144K LOCAl0LN'5r1FLOAVD SIffS (4) PER POST NMJ SQUARE FOOTAGE: PRE-ORLL POST, FIRST FLOOR: 163 LOCATE AS �" 2 S.F. calTo.RBIOGPRCMLESIOW SECOND FLOOR: 1045 S.F. SEE PLAN FOR PROPOT SPEOFIL LCG STYLE 450 5UFPORT P05TIN6 BETWEEN MILLWORK SCA{F: 11/2"= T-0" IPROJEGT NO: 1N11818 I �PROJEGT NAME: 5EIFERT 5HEET TITLE: BUILDING 5Y5TEM DETAIL5 5-303 5HEET:15 OF 25 SERVER COURSE IDCATION MAY VARY. SEE PLANS FOR ACTUAL LOCATION SCRIBE LW COURSE AT SITE FOR NSEtnON or 2X DECKING STRUCTURE ABOVE PER PLUM 2X6 DECKNG NN.OJ FAST91 SETTOPOFGRD�FW5H I W (2)10E AT EACH J057 11 II W TOP O''R COURSE NN.0) __ AND AT GIRDER �� WCOIRSENNO) I I GET TOP OF GIRDER FLUSH W TOP OF COARSE NN.OI ER. PEt PLAN N N.0) I TIMBER GRLER GIRDER BIDS AT LW PER PLAN N N.0) WdLCERTWUNE NN.o.I NOTCH N UPPER COURSE OUT TO EDGE OF BAFFLE AT PLANT FINAL 1' NO COURSE BELCH FULL RE-SCUARE GIRDER RE-5LLIRE GIRDER OJT TO BE MALE AT SITE END AT SITE BID AT SNE GIRDER ENDS AT LOG FVL.CENTERWENNO) CENTERLWOF GIRDER TO L0i PULL CONNECTOR AS SPECIFIED LOG HALL (4)'LWHGYa' FASTENERS C@IIERUNE O LW HALL AT LOG GABLE END AT "R" COURSE OR LOG KNFAALL CONTORtO LOG PROFILE =ATOM SEE PUN FOR PROJECT SmcPc LW 5TYlE TIMBER GIRDER AT LOG WALL J34 5C:ALE: 11/2••= 1'-O•' SCREYU/CIC A55EMBLY SIO, -1 ELEVATION VIEW LO505 FASTENERS OR EQUAL N NO) MEOSILL I (I �A 1 �— BEAM CR ORDER PER PLAN (WI2 TIMBER 5HON) PLAN PLOP H01%MIIMBERS I (4 PLACES, TYPICAL) lo- N 1 / POST ABOVE PER PLAN (AS APPILIEIFJ \ (4) LOSHW FASTENERS (OE PER SDFJN VIEW ' O • I' A PREOeLIID NOfE IN POST AS SHOW NNO) l h07110NA. STEEL P05T PER APPLICABLE ODEOJREp��' SPECIFIED CMAY j N(0) I EAa HOaK/12d,PLIED BE SIMMLYFAS RN \\ I I 111 11 1 1 1 1 1 1 111 N 6ROEREND 111 1 1 1 1 1 1 10 1 1 1 1 IXTRIMCENTER SPLICE OVER ELEVATION CENTER OF POST IVN.0)VIEW BEAM OR GROFR PER PLW(12XI2 TMBER 5HO`W SCREKIACK XPLIMN SIM TOP PLATEPxPD IUD NUT m \VT SUPPORTA11157/SIEH/D THREADED ROD ALLOANCE NN.0) TRIM AS RMIRED, RE-SETSTEEL ST PER PLMIIX BOTTOM PLATE HHEN ADISTNG 5CFEPLLTCKS(4)WSCR&b PER S1ffLBEAR,N6SLATE. 1'•1'O FRE-MLL NCI' 1/6' URGER THAN E'"`� PATE IN PRE -DRILLED PLOT HOLES GIRDER END THREADED ROD DIAMETER X W DEEPFOR OST RSPECIFILS (1i'P1G� AT GATHERDRAL AREA1 THREADED ROD ADLU517PBIT TRAVEL VAL BE pPLAN - - P WB50 FOR AIIII0NPL SLREPUACIc NFORMATON AND SP5LIFILAlI0N5 GIRDER AT POST VV/ 5GREWJAGK SCALE: 11/2"= T-O•• RAFTER PER PLAN IAS APPLCABLE) i i i /i1 WIEMM OF LW WAIL NOTE NOfc+ OECKNG TO ALLOW / RIiTER TO SET DRECTLY ON IVCOURSE P6APPUGBLE) 2(6 'TOO NN.0)F"T SCRIBE LLGC ` AT 511E I I I I i W (2) Hd AT EACH LOST FOR RSBtTON OF 2%DECKNG I LI i II II I j LOG OR TMBER I 1 I I LOS OR THEM � � LOST PER PUN I JY.7 PER PLAT j A' COPSE PER PAN j f5Hm FLAT OUT) -'--F- -TOG FWJ. NOTORD FOR JOST TONfiIE TO I- OFF WMRLIE (EDGE OF BAFFLEI JOG T TO LW HAIL CONNECTION /S SPECIFIED I f21'LWHW'FASTEIERS j -(BN73tI1E OF NOS. AT LOG GABLE END AT AR' coI OR LOG KNEEWALL SCNTOANB 10G PROSE SHOM SEE PUN FOR PRO.ELT SPECIFIC t%STYlE 41 LOG OR TIME3ER JOIST AT LOG WALL TYPE DES16H THREADED ROD 045E PUTS ROD HOE 0 TOP PLATE W 517E FOR SO'H OVERAL H56HT TOAD DIAMETER PhD DIMENSIONS AT BASE PLATE DMEN5cN5 BASE I TOP PLAT% Il1OVNCE RELUIRED WJT $11E CNLY ATNSTALLATTOI A -S'X 6'X 1/2' 1❑ 6,000h 1V8' 3'X3'X3B' 1114' 0=TXYXI/2' 3/B'mX 31/7 63/4' D=il"X 6'XV2" A=SX 61X7n' 3� 11,000IM IV6' 5'X5'XI/7 1V 0=1"X6"X1/2'4' 3B'0X31n' T 0=I7'X 6'X IfY A=YX VX 516' 22000h IV. FXT XSB' 15B' 3=1"X6"X5.'6' V7(DX 3V2' 6' D-1rx 6"x5/3' A=5"X6"X3/4- q� 35,000 H6 13/4' TXT X 3/4' 11/5' B=TX W X 3/4' SB'm X4117 T 0=11'X6"X1' NOTE: EACH OF THE FOUR TYPES OF 5GRSUACKS AVAILABLE STEEL TOP PLATE ARE PROVIDED" ONE OF THREE TOP PATE$(A, B, D) HATCH THE PATES 512E5 AND %RFYUAOC TYM o 5 t PoED IEAW DUfYHIf TO THE K02CT F°ECIPc DRAWNG CAIPJIS 3 THREADED ROD VERIFY ALL MATERAL AND ROCATON5 BEFORE NSTALATION _ /.DJISTABLE HFhW DUTY NUT 7E4 BOROM PLATE LAG SCR WG PRE-ORI L MORE FOR ROD 1RAv11 5GREWJAGK IDENTIFICATION •, SCALE: 1 v2•= r-0 SIMPSON MSTA24 LR EQUAL ACR055 WH JO5T PAR (UN0) (F)LLY FASTEN W 10E) — NOTE FOTt SNGRE YAST A'PUCATICNS, USE SMPSOI MSThn OR EO1AL UK12 GROEt (NOMHaJ SHOW --- GIRO -LGENTBRUIE TYPICAL 7 PRE-CUT NOTCH N TIMBER 61ROIR N,N,0) T D LOST TO TOG W41 CONNECTION A5 SP (2)'LOGNW' FASTENERS LOST PER PLAT (LD.a 5HO'M) PRE-CUT FLATON TOP OF 106 JOST (UN 0) FOR FASTENING OF DBXNG PLAN VIEW LOG JO15TE, AT TIM ER GIRDER 51-ALE: 11/2••= 1'-O'• TOP OF LOST FLATS TO BE FUENI HTN TO` OF GRDEt AND LEVEL FLOOR (SOLID 9" UNDER J05T TONGUES MAY BE RFGARED) LOG HOMES® TYPICAL 2' DEEP X 6' NIGH 2X6 DECKING (III N O) PRE-CUT NOTCH N FU79ED W w,aa T6M81 GROBR N.NO) AT FXM PAST SD 11/CG 4'0 come home 4'0M 71 PLAINS ROAD CLAREMONT, NH 03140 \\\Ii 1-BOO-RE4L LCl5 YWWY.REALLD6HOM6.GOM MEMBER - 01"a4 LLW J05T PER PLAN NNO) 1�II��'�6 •" LOCH(,�,{�, _�- IAnxunovnL C O tT N l: 1 1 CaNEmUNCu' EmJers in i.rrefirRre -SM PI FOR THREADED ROD / PLATE 5eE5 FOR VA I015 NTEROR SUPPORT P05T 51 SUPPORT PO SCALE: 11/2'- T-O" — LOG FLOOR JOST OR GX6 FLOOR DST L*5 (4) TOTAL AT TOP PLATE 1 BASE PLATE, PRE-CRILL FOR AL LASS FLATTEN BOTTOM OF LW FLOOR JCIST TO KKZA 136 57ML BEAM PLATE — 3 In' TRAVEL (TO BE ADJUSTED PERWOLALY AS ICU HALL SETTLES) -- A36 STEEL BASE PLATE `1X6 TRIM BOARDS (REMOVE 1 CHANGE — P051TO4 MEN ADJ)5TN6 SCIRBIUAq PRE -GRILL 31/7 DEEP SCRFA HOE — —WERILR S.PPCRi POT — Iva VARIES -SEE FLOOR PLANS) CENTERLINE SECTION VIEW WN51ULTANTS: STAMPS: 00 D 9/18/17 FULL SET PUTH ORANGES MA .0 HO. DATE VF5GRIPTION BY PROJECT NO: #11615 PROJECT NAME: 5EIFERT PROFILE: VGROOVE5 CUSTOM: COPI'RI6HT: GO,a� SHEET TITLE: BUILDING 5Y5TEM DETAaIL5 5-504 SHEET: 19 OF 23 I. IN$ALATION OF ALL MATERIALS TO BE PER APP-IIGABIE CODE5 AND PREVAILING ENGINEERING STANDARDS, AND,'OR LOCAL PROJECT 5FECFIC ENGINEERING. ALL MATE:R'AIS AND CONNECTIONS NOT SPEC PIED IN THE DRAWING5 OR DETAILS 5HAUL MEET TH05E REDUIREMENT . 2. REFER TO THE"B5D5', BUILDING SYSTEM DETAILS, FOR INSTALLATION INFORVATION CONCERNING 5UPPUED MATERIALS. 3. TYPICAL R'GID INSULATION SHOWN: TO BE POLY150CYANURATE, OR EQUAL (o.N.Q.), (MNIMUM 5.5 R PER INCH). 3 I/2' TYPICAL DEPTH SHOWN. ACTUAL DEPTH AND TYPE Or INSULATION REQUIRED MAYBE 5UPERCEDED BY APPUCABLE CODE, PLAN 4OTA',CN5 CR SITE CCNDIDON5. 4. FINISHED ROOFING AND UNDERPAYMENT TO BE SFECFIED BY GENERAL CONTRACTOR PER AFPJCABLf OR LOCAL CODE, ADDITIONAL VENT SPACE UNDER RCCFING OR OThEK MATERIALS MAY BE REQUIRED PER MANUFACTURER AND APPLICABLE LODE. EUSTCMERIC MEMBRANE AT ALL ROOF EDGES, PEAKS P TCH CHANGES AND ROOF BREAK5, WIDTH PER MANUFACTURER5 SPECIFICATIONS OR SITE REQUIREMENT5. PUN CA LOUT OF FINISHED ROOFING MAT. -RAILS ARE FOR ILLU5"RATION ONLY. ACTUAL51Tc5`E1FC MATERIAL5FECIFIED BY BUILDER. 5. CONTINUOUS G MIL POLY VAPOR BAFFLER REQUIRED BEHIND FINISHED CELING OR 2X ROOF DECKING (U N.O.) OVERLAP AND SEAL ALL cD^AND F, FEAKSWI E (LING WRAF TAPE OR EDUIVIfN.. �b 6 ROOF MUA'fF 'kT[NING SHCAN 159ASEC ON 5"ANOARD LOADINGS, (SEE COVERSFEET). SITE SPECFIC LOADS OR LOCAL CODE 5P.CIFCATICN5 MAY REDO RE ADC "ZONAL FASTENING BLOCKING, F REBL.00NNG, STEEL CONNECTORS OR OTHER HARDWARE, TO BE SUPPLIED BY OWNER. ALL FASTENERS, (EXCEPT AS NOTED ON THE BILL OF MATERIALS! ARE TO Or: SUPPLIED BY OWNER. 7. ENGINEERED LUMBER TO BE INSTALLED PER MANUFAOTURER'55PECIFICATIONS AND APPLICABLE COD. 8. CERTIFIED ROOF TRUSSES, (AS 5hOWN PER P'AN, Alf FOR GENERAL LAYOUT PURPOSES ONLY. ACTUAL SPECIFICATION OF CI'ORD DEPTHS, TRUE 51YPE5, :RASED HEEL JIVEN51ON5, FASTENING OR OTHER REOUIREMEM5 TO BE SPECIFI D BY MANUFACTUERM AND CONTRACTOR PER LOCAL CODE, DO NOT BEAR TRUSSES ON INTERIOR PARTMONS. AUDW FOR LOG WALL 5EII NG. - CERTAIN SUPPLIED MATERIALS MAY UQUIRE SITE CUTTING. SEETHE PROJECT PLANS, B5D'5, AND RPAL LOG HOMESTV CONSTR'JCYON MANUAL FOR SPECIFICS. 10, BEET -E REAL LOG HOMES TAICONSTRUCTION MANUAL FOR ADDITIONA_ INFORMATION AND SPECIFICATIONS REGARDING ROOF ASSEMBLY I I . ROOF OVERPRAIMING, CRICKETS, JACK FRAMING. CALIFORNIA FRAMING, ETC. TO BE SPECIFIED BY LOCAL ENGINEER AND/OR LCENCED CONTRACTOR. SPECIFICATION AND CONSTRUCTION OF THOSE ASSEMBLIES ARE NOT PART OF THE PROJECT DRAVANG SET 12. DETAIL NOTATION, (J.N.O.) = UN'i55 NOTED OTHER,NISE. ROOF SYSTEM GENERAL NOTES FINISH'-C RCofING AND UNDERLAYMENT PER PLAN UN PLAN PEC,FCATION55HONN, MAY IF 5LPR-'=BY APPLLAEIp CODE ANDICR 51TE SPECIFIC REQUIREMENTS 3 112—AL 01711 RS D IN=I 1ATION 5rOWN RAPIER PER PLAN (ACTUAL 5FEC9CADON PERAPPUCAB" LO / OR EO'UAL PER APPJLABLE LCL: 6 MIL POLYVAFOR BARRIER N:N.D.• r STANDARD ROOF 511EATHNG Fb"IOLNG + CONTINJOU50VER DECgNG AND 5NDWBLDCK T10U6NRVIj IN51J ION INTO RAFTER J BfL'k, FAS7V WTH GL— <SP t5. OR ESS COMPR5L IN5ULA!ON BETNEEN El PINTA LN5UU7E0 PATE-=AE-ENEc. FTERS 5NOW5LOCK5 AND RAR I OR EQUAL IU.N.0 ), SPICED AT 12' 00. / _ ROOF PIiLn AT EACH RAFTER 2' MINNUM PE ' TON 2XG DELMNG NU NO) PASTE' PER PLAN INTO RAFTER REQUIRED. AXI (2) I Od AT EACH RAFTER 3 LADE (MINIMUM) J IX OR LAL SNOW' LK A.R ERREC LUN-0J M CA, LK AND 5FAL ALL PC SEE, MI TOP lA, ME:'C MEACPANE I ------_---- i AND SEAL A,A,N5T UNDERSIDE OF DECQNG AT ROCF,DE N.N.O.' - --------- r - 2X DEmNG 1f APPULABLO RAFTER AT Ein DRF EDGE N:NO )� i` yK�°e I I I DC NOT iP: KAPrPR ONCKINGNTOP OF ECQNQ M 2X4 EDGE � � �- _--- \ry, BICCNNG ONO. -_y 1gST OR WAL HE PP. PLANpFAFPUCAEJ` - 314' X 2' N'ALR APPUP) TO TOP OF 'IF I X FASCIA BOARDS (U.N.O COURSEBTW-I 5I0NEIOOR5 AT SITE RAFTER TO LOG WA:=b'TENING A5 SPECIFIED R' COURSE PER PUN, F.,HCVA FLAT 0 I L2) LOGHCG Fb-TBiERS PER RN'tER CENTINI Of JOG WAl CONTGL'RS LOG ECPRC SEE PUN fGR PROJT SPELIHL U]G STYL BIRDSMOUTH RAFTER GONNEGTION (5TANDARD CONFIGURATION) / xALE: 11/2"= 1•-O• � 5CAIF: 11/2"= 1•-0•' 111B11E0 ROCFNG AND L'NDERLAYMENT PER °LAN N.N: D.. PLAN 5P`.LIPCATi0N5 SHOWN, MAY BE 5UPERCEGP7 BY APPUCACIE CODE A':DIOR 51TE 5P521NC REQUIREMENT5 + RATRPERPLAN TYPICA_LOG NTERIOR 3FN1D'_(MINIMUM)EA5`CMERIG MF.MSRANE AT ROOF EDGE N.N.O}— J RAYTER51MCA 29 DECKING N,N,01 FASTEN W'1(2) IOd AT EACH RATE/ 6s� 112' COX FLY%OCD SHEATHING N.N.O.) W. OR EQUAL PER APPULABL CODE 314 X 2' NA:IfR APPU� i0 SIpE Of- 3 112' COTAL DEPTH( RJG1D N5'JATION 5NOWN i RAFT AT 5 TE, CAUILAND SEAL.ALL EDGES. FA5TEN.NOW5LOCK ENS TO NAIEIt (AC1UA_SFECIrTCATICN PEKAPPULASL COCE + STANDARD RODE FASTENING: G MIL POLY VAPOR BARKER N.N.O. SULATNG MID RAFTER INSULATION GLITTER - J BELOW,THROUGFASTEN SELOW, FPSTEry WTH GVTTERL SPIKES, DR 1 N N.O COMINL9u50VER CECgNG AND SNOWBIALK ULINO) 5PA9 AFASTENERS, I OR - ROOF PITCH OR EQUAL N N 01, 9AC_D AT 'CIO, (CAULK AND SE L ALL xDDCK (CWIR AND SEAL ALL EDGE5) COMPRE551BL INSULADON PER PLAN AT EACH RAY-TK TMINIMUM PENT4"'ICN ; 5NDN1iLOCK5 AND RAFfER5 INTO RATER RLQUIRLD. - ON .,.. BTNRNSNOWS, DO CONTINUOUS TER US CUM SNOWBLOCK PER PUIh -- IXOREQUAL SNOWBLDLKA5R9LRf➢N.NO) - - � --• - 5 PLAN TEN iJ"NR. EtT-dJR CAUIY.ALAND i000TER SN„NBL K AGAILALLcDERGBFiFLTOP -'7 AND SEAL AGAINST UNDERSIDE Of DECKING RAPPER TO LOG A?1 FAST:NING AS SIEgF -------- 2X DEECKING APUCABLEI 5N0'WELOCK NOTCH CONiINUCUS OUTER SNOWBLCCK PER PAN— (2) IDGHW FASTENERS PER RATER I 1 Of CLT IN SID' OF RATER SfE %AN POR STRULNZ EX7EKOR SEE DECKING AROUND RAFTER AT SITE AT PANTNN.OT TO OUTER SNOWBLOCK DO NOT 5E. RATR ON TOP Of EGKMO) :RAFTER iO LOG WALL FASTENWD A5 51 �- (21 LCG'IDG FASTENERS PER RAFTER R'GDUR;-°RPAN,(5HC'4IRATOL'" -----_l `JOUT CR'h'AL TIE PER FLAN(IF APPUGABLt� ER OR r(UNO.I 314' X 2' NAILER APUED TO TOP OF'R' COURSE BnTEN 5NO k5jQa5 AT SHE (PLAN V END SEE DETAIS RILR3 BSD FOR ADDITIONAL INPORMAnON .T pETNL U R3A 55D FOR ADDITIONAL wFORMATION CEN"ER:INE OF LOG WALL CONTOURS LOG PROFILE 51111 SEE PUN FOR PROJECT 5PEQP:C LOG STYLE \ BOBTAIL RAFTER CONNECTION (AT LOG k" ALL) BOBTAIL RAFTER CONNECTION (AT LOG SCALE:11/2"= T-0•• 5-ALE: 11/2'•= T-0" 39'WDE (MINIMUM) E- STOMERIC MEMBRAN- AT ROOF PITCH TRANSITION IU QI CENTERED ON ROOF LANE SEAN / 2XGCOMIN00051ATd2BFCGN' ACTUAL LOCATION TO BE DETERMINED AT 511E PORCH RAFTER PER PUN �� r RAFTER PER PAN RAFTER TO RE CUT AT 511E ROOF PITCH D kGCF F,,iCn I- nR PUN PER PLAN + CON^.NUOV5 RAFT-- 5KMNG FASTENING �:;'- THROUGH KC -ID INSULATON INTO RATERBELOW, FASTEN WIn1(2) GUTTER 5PAE5, OR 5TKUCTDRAL INSULATED PANft FASTENERS, eFvKING N,N.OJ FASTEN OR EQUAL (U.NO.). AT EACH RAFTER AIT 1 A WI (2,' 1 Od AT UCH RAF'EK MINIMUM PENETRATION Of 2' INTO UCLA RAF CONTOURS I I PROFILE SIICNN SEE PAN WR PRJJEOT SFECIHG LDG STItF SEE DETAIL RI 1 R5 BE D FOR ADDIT OVAL INFO( DETAIL R2 POF MNN RATER CCNNr-'ON RAFTER CONNECTION TO MAIN ROOF xALE: 11/2"= T-O' G MIL POLY VAPOR BARKER NNO) CONTNUOUS SEAL BEHIND INNER SNOML'CCK (TYPICA; TIMBER NON TIIAeER RATER FOR SNOWBLCE,DOLKT N.NOT.OJCH EXTERIOR CDNTOL13 LG PROFILE 510WN I SEEPUN FOR PROJECT 51ECIFlC LOG IT" REAL LOG HOMES" 34'X 2'NAILER T0SIDE0 CAULK RAPER AT SHE. CAULK AND SEA• -All EDGS. FASTEN SNOWS=EN05 TO NALER 6 MIL POLY VAPOR BARRIER NLNDJ So Kice �f o c0�(e ko�te �1 oA 314' X 2' SPACER Ik8 OR EQUAL SN014HLDQ N.N.O. CONTINUOUS SEAL BE'IIND INNER AT 5NONB'DCK BID ICAUIR AND SEAL AL EDGES) SNCWBLOa TYPICAO _ 61 PLAINS R,, p CLP.RE-147. NH CB 145 ' _ t 1-800�tEAL L06 WWYIRFALLO6NOf+.ES COM ... 1 - 'OMPRcT51BP INSULATION .... BETN=EI SNON&OC MEMBER NOR: DO Nor ml F�OWBUCC NOC RATERTO LGWAll Fp-TN'No A55P5aF'. NOT",� nMe[R RA71111 R c oy F C I L CLT IN SIDE OF RARE¢ A"-AxT(U.N QI (2)'IDGHGG'FASTENERS PER RAFTER SNOWB�DLK N.NO.I mnnwnurvnL CODE LULtiCAi° (-j—i. Fkeeflrvice EXTERIOR (PLAN VIEq SQNropRe QGeeoFIL HowN SEE CTAl15 RIiN2 BSC FCR AOCIiCNAL INFORMATION SEE PLAN TOR PKQJECTSPv;FiL LOG SiVi BIRDSMOUTH RAFTER GONNEGTION (AT LOG VNALL / SCALE: 11/2"= T-CY' HNISHED ROOFING AND UNDEPoA`MENT PER PLAN N NA PLAN SPECIFICATIONS 5H0'WN, MA" BE 5UPER2DED BY AFPUCABL LODE ANDIORSIHE 5PECIFlC RECUR- S,TS 2XG DECMNG N.NO) PASTEN W((2) I Od AT EACH RAFER Q ROOF PITCH PER PLAN DRIP IXF —PORCH RAFTER PER PUN LOG OR TIMBER PORCH PLATE PER PLAN RAFTER TO LOG WAll FASTENING AS 5PECIHEO POKCHPOST PER PUN (2) LOGHOG FAFENER5 P`.R RAFTER CENTERUNE OF PORCH POST CONTOURS LOG FKOFICTS 'HONN - SEE PUN FORPROJESPEQBC IDG SME -;-AIL KI 55C FOR ADD -CNAL INfCRMAD.@ 1 PORCH RAFTER CONNECTION Ism PORCH PLATE SCALE: 11/i•= 1•-O" 00 • #11515 MR. 4 MR5. MIKE 5EI FERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. SECOND FLOOR: 1045 S.F. D-f/1H/13 PILL 5Ei WRN CN7 MJP .1D NO. DATE DESCRIPTION BY P PROJECT NO: #1151a PROJECT NAME: 5EIFERT PROFILE: vGRO0vE8 CUSTOM: C 11=" SHEET TITLE: BUILDING SYSTEM DETAILS 5-505 5HEET:20 OF 25 "I "I PER PUN (LOG SIDING 511 CCNTIIl -LASHING W' E4 WIDE EIA:-L PLASMAS MEMBRANE BEHIND STJO FR4MED DORMER OR (LOON -ON Or PUSHING VAR15 SEE PLAN; FlN S"ED R00 NG ANO LND R'A1TA[IJi PER PUN RNISnEO ROOTING AND UNCERUYMENT PER PLAN GABLE END WALL PER PLAN. SEE MAT AL5A5CAE2XDFC4IINGPEF PLAN 4 APFLCAEL55C5 MATERPLS AE0'/E 2X DECKNG PER PAN44PPLCPBIE BSD'B R2081B5J FOR SPECIFlOATIONS SEE D�NLR IR �D FORACDIi.ONAL INrOR1AATI0�� SEE DETN.RIR155) FOR IMMORAL INFCKMATON 2X6 LEDGER SHOWN STRIILfURPL ROGE BUN PERFAR ICA114.AM SHOWN) STRUCTURAL RIDGE BEAM PER PUN I�LUHAM SHDNN RIPPED 2XG STUDrFMAED WALWI I/2' RAr1EP TO LEDGER FASTENING AS SPECIFIED (21206TOENAL,!I)PILP="'DE PAF� �y (2)20d TC2NN_(I)WM5l0E0PFAFTEK PLYWOOD OR EQUAL 5TIEATHING SHOWN. p+ PRE-0R"1.LLNN-ERS NK PF'�r'LIG �� , PRE DRLL COUNTERSINK, AND PLUG (-1 ICGHOG" FASTENERS SHOWN SOUJ BLOCKING i0 SUPPORT OR 51NGf O SPiNE(CENTEFfD) NCiE: TRIM TIP OF RAFTER AT SITE a553'� RAFTER TO RICE F4 D' NG AS SPECK® s$y M 1 RAFTER iC R OG! FASTENING AS SPEC!P 's 121 YOGI FASTENERS In�n�srl�,nJov/PeDPERFIr _ _ '�.�83A�RES,21 E. VEN$ ORsGLc�i051K•' ;sro•,w y s 'A RAFTER TO SEARO RCOLAN LOG OR "'VEEP POR-'MI 1=;_d OR EGUAL N.N.O.) a a S`.MFdCN MSi24 GR EOUA!NN.OJ 2X LEDGER AT GAME END N.N.O.) PER PLAN G7EN50N RATER PER PLAN SIM .4 t IV 2XG LEDGER SHOWN. LOCATION ACTUAL LOCATION VARIES MAY VARY PEP PLAN SPECIFICATIONS - I" RCV50LYMPIC',MDLOR SEE PLAN PCP SPECIFICATIONS RCOFPTLH h +p ROOF RT01 I'G13 ERS !�1AG F`_P PAN �� PERPIAN (CFI 3/d" O X 4' UG SCREWS) SOLD BLOCKING IN STUD W N FOR LEDGER FASTENING SiOLK OVER4i STOCK OVER SAT "I GIVEN50N) (TYPICAL DIM-N51oN1 'R'LCUR5E PER PIA 2' I - of I NorE: SEE PLAN FOR ArnLAL 2'FROM OE':- SPLINE OF LOC I LOG WALL COURSE CON PIGURATICN WALL TO FACE OF STUD WALL I FRAMING SHOWN CAMOURB LDG PROFIE'HI 2XG TONGUE A GROOVE DECKING NJXO. 2XG TCNCUE 4 GRCCVE DECKING N.ND., LOG WALL CEN'EP_INS I SEE PIANFOR FROJELI SPEQFIC LOG SME LOG ORIIKIBER RAFTER �, RFUN Pr LCG OR "VEEP RV:R IPER°'.AN SEE D3NL RIC:"OVAL IN°ORMA"7CN SEE DETAIL R I Pr' FOR ADDITIONAL%,ORMATICN R14A PORGH/EXTEN50N RAFTER AT STUD UPPER WALL R24 LOG OR TIMBER RAFTER TO 5TRUGTURAL RIDGE BEAM CONNECTION � RAFTER TO 5TRUCTURAL RIDGE BEAM W/ BLOCKING @ DORMER SCAL.E:11/2^= r-o" SGALE:11/R ro•• SGALF:11n^- r-a HNISMED ROOFING 4ND UNDERIAMAfNT PER PLAN U N.O.). FINISHED ROOFING AND LNDFRUYMENT PER PLAN N.N OJ. NOTE: POCKET FOR RIDGE BEAM CUT IN LOG WIN,_ OVERHANG PER STANDARD OR PLAN PLAN SPECIFICATIONS 51 MAY SUI BY "S°ELIRCATKNS SNOM1, MAY BE SPERC SPED BY AT STE VERIFY LOCATIDR W1Th RAFTPR PAR APFJCA5L CODE AN02R SITE SPEOHC REQUIREMENTS APPl1GHLE CODE /NO/02511E SPEGFIL REC4JIRFlHHFNfl AND RIDGE HEGIIT 5ICAR ON DRAWINGS _v Ou-T'NG PCCKT AND SE"^NG RDG_ 2X 51£PERS 124' 111 SEE R23SD AND PWI FCR ADDITIONAL SEE RLBSD M1D PVN FOR ADDrtI0NP1 2X SLEEPERS o 24' 0/C (CPI -CO FILL PEE MAIN 4CCFSRCUNRf SFELIFICATICN NAAG SI LATO S, TO MAIN ROOF STROJNRE SPEOFICAIKJN3 MATCH SLEEPER SIg TO OUT AT 5RE RIGID 1115UATICN DEP"11 3G' WJE }MINIMUM) 36, roe N@@AR11 i RGDINSUUPON PER APPUCABIE OODE EIASNCM`_RC MEMBRANE _ RISIIO NSILA11R1 VD-THI —Ta4HtK MEMBRNE ZX BLOCKING WI 31/2' (TOTAL DO") M6 INSULATION SKIN 5TRAP ACROSS RDG! WITH (2) NO FOR EYTT R CHIMNH p 1;2' POLY150LYANURAIE SHOWN? 5IMP50N A3B 32' CON.ND-1 pE a B' 0/C SM15ON ASS a 32' 0/6 NA TOP IDG fiL PIECE !2d Q 9' NfG ® iAONpL SPEGRCAiION PB2 LL'T A*SRE 5IMP50N M5TA 3G CR EGV'A RJM NUDGE 5EAMF:J5H WITH (PPICALU N.D.j OR`QJ'VA:ENT PLNAND APPLKA&P CCDFJ IYYPICAl UN.OJ �C AUNT IDG WALL 3TEROR FACE AT SITE 2X END BLO',TJN^It (4) LOGnOG rNETENEFS ORJP ED.R NNO - DRIP EDGE NNOJ OR 121 I O SPIKE (CENTERED) J 2X4 FTCE BIDCNNG IU.N0.1 BIDCKNG ON OI 2X DECQNI 2X DfCKING EATEN _ 2X LECKNG 2%DECKING D(TERDS PER PAN TO END OF WER-0.lG PFR PLPN TO B12 OFO+�HM1G iIX PICA RDARDS ICR PER PLAN! 1X F—AB0PR0^ NN 01 nULBEPAENTOP 2X END _F LOG WAL BE/EL4 LOG ERTIMBER LCv'ENDA'ALL PER PUN IGd GALVANRED I BLOCKING SEAL OER'@1TOP AS 5Wy BOTTOM OF DECKNG BARGE RARE `ER PLAN OF STD VOL AND I ORnMBE 'W/MY'ROWS FOAM RA}TRPER PLW GASKET AND I RAFTER PER PLAN IW THO ftGW`FOFMG BLf1GKMG CCMPNUOUS LAW.CNG WSIE TCP PLATE LIXi OR TA1B� BEWEEN FOAM FC'h5 GASKET hY0 B/RGE RAFTER PER PuNI COMPE_TcLY SEAL 5fTWE01 POCKET I I CON11Wa5 CAIly G AND BfMA WITH ELASTOME�R'C CAUWNG ROLE BEAM FOR PLAN i OR EQUAL Pu � ASEMBLY W1 ROOF OVERHANG (GRAPHIC RPRESEVTA70J57 ONLY5HCWN HERE. ALNOVERrIPNG PER JTAN)AFC OR OYERHAIIG PER STh40AR0 O2 PLW DCATICN DEIERMLNED AT I SM1 FRAMED 6101E @10 yLAl1 �NTCUR3 LOG PROFILE SrCWN Q!NTERL'NE OF LOG GASL" WALL STANDARD CONFIGVRA70N SHOWnI PER FLw SEE IWIVII DFCR CENIERLNE OF ID5 KAll III 5F PUN FOR PPOJEOT SPECIFIC 1LOG SKIS $FE PUN FOR PROIEQ SPECEICS SND B10RNL SPCYARLAMAIS ELEVATION VIEW NOTe:SE PLAl1ORALTUAL sTANOARDcaNPIGURATaISHaw LOG WALL COUR:E CONFIGJRATIIN SECTION VIEW CQIraRB LCG SIOM6 SHOYN. SEE PLW FOR PROFCTSFFLAFICG SEE PLAN FOR PROJECT SPECIFICS OON`OU,eB LCG PROFlLf SHOWN SEE PLAN POR PROJECT SPECIFIC LOG 51 - 5TRUGTURAL RIDGE e GABLE END _ _ GABLE END RAKE YV/ BARGE RAFTER GABLE END OVERHANG (W/ STUD GABLE WALL AND BARGE RAFTER SCALE:11/2"+ V-0" SCALE:11/2"= 1'4" SCALE: 11/2"= T-O" LOG HOMES® SD klGe 4-0 come /tomA6 4-0, 61 PLAINS ROPD OUY2EMONT, NH 03'143 1-BOO-REAL LCJ6 WW1'1REALLD6MOMEB.LOM MEMBER „a. s'1►� LOG ROMES IATFN.�FION.LL C O V, N C 1 L cooEcamae Lenders iR E..I — CONSULTANTS: 00 D V18/1] RILL SET WITH GHANG[5 MJP t R10.1 DATE JEDESSCSIIII 8Y PROJECT NO: •11315 PROJECT NAME: 5EIFERT SHEET TITLE: BUILDING SYSTEM DETAILS 5-506 5HEET:21 OF 25 2X ROOF VALLE(R4rTEK PER PLAN - D5CFJNG N.N �C) )LOG RAfrRSHOWN) OUT @ SITE 12' 07nRaGn BOLT ANGLE VAR W7 WASHER N.N.0.1 PR% I2I PER RACER RAINI`dI:M) VOTE: COUNf'RICI RAM FOR M'FK BOLTAWA5HER BEARNG A5 REQURED. ACTUAL LlIG7!1 OFBOLTWNL VARY171X NEL'fION 2X RC Of ANGLENARS ALL fA_NR SGPPGED LOCALLY DCtMN6 AN PER% VALLEY SCAM PER FLAN © (GL-LAM SHOWN) OJT @ SRC VALLEY RAFTER PER PLA VALLEY RAFTER PR PLW © !LOG RAFTR 515-1 CUT ETE PLAN VIEW LwG RAFTER SnCWN! @ WI ASYMMEfPJLAIRAFTERS CUT @ ETC 2X ROOF OECKNG N.N O PLAN VIEW WI 5YMMEMCAL RAFER5 NOTE. TOP PLANE OF RAFTERS TO A'JGN'NI TCP PLIN' F ALLF"FAM5 U.N.0.1 112' 0 THROUGH BOIS PWG BOLTS IJIF5 WATER N.N.C.) DC51RE') NOTE: RUC -`SEAMS. VNLY (2) PER RAFTER NINIMNA) lopWI BEARS, AND RATTERS TO BE ClR AT SITE (JN.01 VALLEY BEAM PR FLAN TRIM BOTTOM OF RATTERS (GJl WM SHOWN) GUT @ 51TE AT 51":IF RE----G 5ECTION VIEW A -A 1� RAFTER GONNEGTIONS AT VALLEY BEAM SCALE: 11/2"= T-0'. k- SNOWHJCGKA5SEM5Lr 2 1/2' — TO EDGE OF NOTCH TRIPLE TCP PLATE (TYPICAL) TO ALLOW FOR FRCPER RAFT ER FA5TENEK PENETRATION SCR - HEADER OVER WINDOW/(51 OR OPENING,. REQUIRED, 5'7E, SJ°FCRT, AND LOCATE AT 51TE PEP. AP=UCABf GOCE AND ENGINEERING REQUIREMENTS. (U.N.D.) INSULATION AND VAPOR CARRIER—�T{R1' PER APPLICABLE CODE 1'1 IMERICR FINISH PER PLAN DOUBLE 51U_ WI (2) RDWS I GJ__A 12" 0,'C STAGGERED N.N.0.1 SECOND FLOORJ IS (A5 APPUCABIEI� LO6 WALL CEN7ERUN STUD FRAMED DORMER WALL SGPLE: 11/2"= V-O'• CONTOURS LOG SITING 5-OWN BE %AN FOR PROJECT SPECIFIC INFORMATION FASTEN ILOG SDING'RR1— FIRE LOLORED Bd 5TANL55 STEEL NAILS (MAIN. 24' X), NAI5 TO PENETRATE STUDS, FCC TICN NAL5 AE 5I CAN. 5'E M3755C FOR ADDITIONAL LOG 51 DING INWRMATION 112' cDX PLTAOOD 5nI FASLIED A 30 NALS. ECGE NAILED 4' 01C, NOIC `D N E.NG) OR PER AFPULABL CODE INFLTRATICN BARB ER MI VEK OR DOUIVAL'V¶ LAP OVER FLASHING BELOW CONTINUOU5IASHING (2) RO'W5 12d @ 12' OIC- 5TAGLEREO,N.ND,I FOAM GASKET TOP COURSE OF CONTOUFU_ LOGWALLSHOWN CENTERNE OF AG WALL STUD WALL TO LOG SCALE: 11/2"= P-P BBRL C'.R ENDS (2)316OX 105RKEPRBEAM ENDNN.0.) TOGETHER AS REQUITED LPRE-MLL MOT HOL IN GUU-UW! LENIERJNFOF O MAIN K'CGE MAN RGG- e:AM !Gw-WA SHUN) CENTRLNE Of MAN RIDGE— r MAN RIDGE "E PLAN' I SCAM(GW4AM AUGNVIENT of KDGF„N5 VAR"B'S' HO'NNI PLANE OF :ENTR:N'CF '[,YEe-AM �� PERPaN TOP CF INTFR-17IYG RCG'et�NlrcauGNwi TOP OF MAN RIDGE BEAM NND.) —D LI'SEAM FER FLAN I SE'L HANGER PR ICI"J-UM SnCNrtfl I PLAN SUFFLEJ� CUT @ SIT' I ICOALLY VN 0.1 IGLJ LAI 51NC%DC{ 9EA A i CUT 5ISHCWNI @ SITf 511 HANGER FIF— OCUT A Pu1N 5JPPUED '-_ YN N.C.) L'NfERINE OF NT_FSECTNG R".GE SEAM INTERSECTING (GULLLANSHOWN) RIDGE I CUT@SITE VALLEY B�FR (GLJ-AM FFOWN) , CUT ®;i - PLAN VIEW NCTE, K-GE E!AM=, "All' BEAIAS, AND RATERS TD BE CUT AT SITE N.N-0) SECTION VIEW A -A VALLEY BEAM CONNEGTION5 AT RIDGE A� SCALP: 11/2"= T-0" j��IJICT-ll ROOF sY51EM PER PLAM1' N.N.0.1 Q ROOF %TLn INSUA^ON BAFFLE KZ050 FOR ADDITIONAL INR)RMATIO pFR PLAN INSULATION FOR APPLI ABLE CODE AND 51R SPECIFIC CCNCITION RAFTER 70 TOP PLATE FA5TENER AS SPECIFIED (I OF SPIKE OR _'T(2I GUY FASTENERS SHOWN) LOG OKTIMECR TER RAFPER PLAN SIDING PER PLAN (IDG 510IN'G 5HOWN1 SEE M37/BSD FOR ADDITIONAL INFORMATION EXTERIOR SHEATFIING (112' PLYWOOD SHOWN) WI INFILTRATION BARRIER FYVEK OR EQUA4` ZXG STUD @ 1 G' Or OR PER APPLIGA51 CODE (STUDS SHOWN RIPPED TO 4 11 ' WDEI SEE R2_"50 FOR ADDITIONAL STUD FRAMED WALL SI'lO TONS �CONT!NUOVS FLgSHING (EXTERIOR INFILTRATION BARRIER TO OVERLAP MA<n-NG) MAIN "R" COURSE PER FLAN ISHOWN ROUND CIRJ CONTOURS LOG PROFILE SHOWN SEE PLAN FOR PROJECT 5PECTIC LOG STYLE NOTE: 5EE PJV. FOR ACTLk LOD WALL COUPSE CONFIGURATION AL SECTION) EG L'.11G'WI��L/l BARKER BEHINC. N No BAR COUBLP TOF FLATS "YPICAIa HEADER OVERWINOOW'(5) OR OPENINGS — REQUIRED. BE, SUPPORT, AND LOCATE AT S11' PEA AP%IGAB'S CODE AND ENGIN`RNG REQUIREMENTS. IJN O 1 IN3UTATICN' ANC VAPOR 5APT G PER AFFUGAB:E LOGE INTERIOR FINISH PERPIAN-- DOUBT 5'LL W (2) ROWS 1 Gd @ 12' OIL STAGC:FEL (JND ) r— SECOND POOR 515I VS APPULAE DG WALL __ , ,P NE 5TUD FRAMED DORMER WALL VALLEY EJIA NOTCHED — C`iR R'CGE BEAM AT 5-E RE_='JLTiNG SOCK O`'a, SEAT TO MATCH RAFTER SFAS CUTS (UN.O.) RAFTER'.0 DORMER WALL CONNECTION PER APPLICABLE -1 REOUIRINT5 D: PW TOE NAi'5 PER SIDE MINIMUM SIMPSON CR EOLAL 5TE.. CONNECOR- MAYBER;OILR SPECPED UOCALY *0 p� CIMCN5-1 ROOF I -PIPER PLAN I'A�AFj 5EER15SDFCRADDITONAI INFOKMAT 5CF%T'dEM 511 PER PLAN (LOG SIDING SHOWN) SEE MT,BSD FOR ADDITIONAL INFORMATION EX'KOR SHEATHING L I/2' PLYWOOD SHOWII WI INF L-RATON :ARFIP' TVES OR EQUAL) 2kG 5^JD @ I G' O,C OR PER APcIJCABL CODE (5TUC55HOWN RPPTU TO 4 1)2' W;E SEE R2LAM`A FOR ACCENONA151UD RAAFO WALL SPEC)-ILAil0N5 CCNTINCLB FASHNG IFaTERGR RIPLIRATION BARRIER TO OVERLAP FIAEIING) MAN'R COURSE PER PLAN (5hOWN ROUND OU7, LONTOUR9IAG PROFILE 5"11, SEE PLANFOR PROJECT 5F'_'%L -0G SP1L NOrF: SEE PLAN FOR ACTUAL MG *ALL ClOURSE CCNF GRATION :AL SECTION) MATERAL5 A507F 2X DECKNG PER PLAN 1 AFFUCABLE B505 5E_ CFAL RIIR2 B50 FOR ADDITONAL INFORIAATION VRAF-RTO CH� R SPAT (f1PICAL 171MENSION) 2XG TONGUE 1 GROOVE DEGRNG N.N.O.) — LOG OR TIMBER LONER RAJ"5R TER FLAN) PURLIN CONNECTION I 5GALE: 11/7'•= T-0" LOG CRTLMEER IOW2R RAF_,R )PER PLAN( 5!MFSCNM5T2P OR `OL'AL N N.0.1 SPUD ACR055URFR ANCLOWFRRAFTER5 TENING AS SP'LIPED S SHOWN 3J1EeEDl NOTE: CAREFULLY LOCATE MJ%N TO ENSURE PROPER RAFTER FIT, FOR PRECUT RAFTERS, USE DRAWING 5F PL'RLIN nFGHT AND FIT'O `PE -CUT LOG GABLE END ILA TO CSERMINE'UR:IN HEIGrR AND 5-- �?C LOCAL CON. SHIMS @RAPER SEATS OR BEVELS MAY BE REQUIRED IN5IDEDORMER VIEW E GPRHLSncwN OUTSIDE DORMER VIEW 5EE PLAN FOR FKOJER SPfLIFIL LOG 5ME uC-`_ f FEW r"R ACTUAL DG WAIL COURSE CONF SJR4".ON STUD FRAMED DORMER WALL (TYPICAL SECTIONS) 1,a ELA LOG HOMES So nice ko come / ome ko" 61 PLAI1`5 ROAD OL.AREMONT, NH 03'T43 1-BOOaEF_AL LOb RYWLREALIDGMOMES GQH MEMBER �r,► "°"+aY LOG 80MES 1\iki1.UTNl\AL C O L, N f L L caDRcaJNrbe LeadecN 1� £rcrnRo.� CON5ULTANT5: 00 SCALE: t v�••= ra• scPLE: 1 v�^= rv° D 2k65TUD5 RIPPED i0412'WDENN.O. GATT INSULATION N.NO) PCR APPLICABLE CODE - 112• WALL FINISH( PER PLAN) (112 GYPSUM WAIlECARD CHO'R1) 212' WI GAIL POLY VAFCR DAFFIER OFHIND DOUBLE BOTTOM %ATE N.N.0) OTC. RP ELL PLATE TO 3314'AIDE. FOR 2X DECKING END SL'c X T AFFUCABLE OPTIONAL IN?TJOR LOG SLING (AS APPULABIE) W VAPOR BARRER 5EHIND N.N.O.) CONTOUR, LAG WALL ANc ICG 5D(NG 5M',1'AN 5EE PLAN WR PROJECT SPEGI%C SIDING S7YL-[ IEGTION (AT GABLE END OR 51MILAR) 1-v D 1/18/12 PULL St"-F WRN GHPfK ES M,p NO.1 DATE DESCRIPTION 1 BY P PROJECT NO: #11815 PROJECT NAME: SEIFERT PROFILE: VGR00VE5 CUSTOM: COPYRIGHT: aerwwnw sate rae SHEET TITLE: BUILDING SYSTEM DETAIL5 5-50"I 5HEET:22 OF 25 POST AND SCRPY'U SCHWULM QUANTITY LABEL MATERIAL TYPE NOMINAL SIZE AGTJAL WIDTH ACTUAL DEPTH DIAMETER STOCK LENGTH SPECIES LAYUP SGREWJAGK SCREWJAGK LOCATION REMARKS 5 MPI TMBER 6X6 5 1/Y 5 1/2' - 6'O' DFL 55 _ 1A ABOJE CUT ON SITE 1 MP2 TMBER 6X6 5 t/2" 5 1/2" - 1— DR % - - - SMM5 REM REC FOIL SETTLMG, OJT GN SITE GUT ON 51TE RP a2 CR BETTER - >B ABW=_ GUT ON SITE 1 12 LGK _ _ _ 8' B-0' RP a2 OR BETTE - 2A ABGNE GUT CRl SYiE 4 P3 TMBER 6%b 51/2' S I/2' - B'-0' DPL 53 - ?B ABOJE LUT ON SITE 1 P4 TMBER 6X0 5 1/2" T 1/2' - 18'— DFL 55 2 15 TIMBER 6X8 5 1/Y T I P6 TMBER 4X6 3 t/2" 5 1/2' - B-0" DFL % - ABODE GUT CN SITE 1 Pl TMBER 4X6 9 1/2" 5 1/2' - g-0" OFL 55 9 P8 TIMBER bxb 5 I? 5 1/2" - 12'-0' DFL 55 - - - CUT GM SITE I P9 TIMB9t 6X6 5 1/Y 5 1/2' - td-0' DFL 55 - - CUT Q1 SITE PIO ILY - - - B' 10-0' RP a2 CIR BETTER _ _ _ 5HMf5 REQJRED FOR BETTLING, CUT GN 517E 5 P11 TIMBER 6X6 51/2' 5 1/2' - 1O-0" OFL 55 - - - SHIMS REOUIRm FLR 5ET1LN6, GUT OJ 511E GIROM AND L1NTP1 SCHWULt QUANTITY LABEL GALLOUT MATERIAL TYPE NOMINAL SIZE ACTUAL WIDTH ACTUAL HEIGHT DIAMETER ACTUAL LENGTH SPECIES LAY-UP REMARKS 1 61 GIRDER TIMBER - I G2 BIRDER TMBER B%12 T1/2' 111/Y - 1D'b' OFL 55 - 1 63 GIRDER TIMBER B%12 T I/2" 11 I/Y - 2d-4' DFL 55 - 1 G4 BIRDER TIMBER BXt2 T 1/2" 11 I/2' - 11'-4' DFL 55 - 1 65 biRDER TIMBER BX12 1 1 I/2" 11 I/Y - 6'-10' DFL 55 - JOIST SCHMULL QUANTITY LABEL GALLOL'T MATERIAL TYPE NOMINAL SIZE ACTUAL WIDTH ACTUAL HEIGHT DIAMETER ACTUAL LENGTH SPECIES TONGUE 1 TONGUE 2 REMARKS 1 HI IIFPDER LPb _ _ _ g.. 4'd' RPN 3T 3T 26 Jt YJST LCG - - - B" 13'i 1/4' RP at 1 I/16T 6T 1 J2 JOST LCG - - - B" 12'-B' RP at T I/16T 3T 10 J3 JOST LCXi - - - B" 6-B 1/Y —.1 6T 6T 2 J4 J05T LCKa - - - B' 641/4" RP al T I/IbT 6T 1 51 STRIN6� LCYi - - - B' 13111/4' RP aI TI/!6T bT 1 1 52 STRINGER LCK - - - 8" 13'9 1/4" RP al T 1/:6T 6T Bem SCH®IILe QJAN-ITY LABEL GALLOJT MATERIAL TYPE NOMINAL SIZE ACTUAL WIDTH ACTUAL HEIGHT DIAMETER ACTUAL LENGTH SPECIES LAYUP REMARKS 1 BI RIDGES 6W-I-A1.1 - 5!/B' 161/Y - 250' SI`5 24P-VS GUT CSI SITE 1 B2 RIWEBERM 6W-LN1 - 5f/B' 161/2' - 21'-0' BPF.X 24F-V5 OIT ON SITE 1 B3 RO'liE BEM1 6W4AM - 51/B' 161/Y - 12'-0" 9P/5P 24F-V5 GUT ON 51lE 1 B4 PJRLM 6W-LPM - 51— 141/4" - 25-0' 5P5P 24F-V5 -T—SIIB 1 85 6W-LN4 - 51/B" 151/B' - 11O' 5PF9 24F-VS GUT OIJ SITE RAFTM SGNEDIIL.E OJANTITY LABEL GALLOUT MATERIAL TYPE NOMINAL SIZE ACTUAL WIDTH ACTUAL HEIGHT DIAMETER ACTUAL LENGTH SPECIES LAYUP S.O.S. (PLATE) REMARKS 12 Rt M.NN LOG - - - B' 14-11 15/16" RP •I - d<" 2 R2 MP1N lfi5 - - - 10' 14-1115/f6" _ RP •1 - di' 9 R3 UPPBL LGG - - - 8' S'-T 5/16' RP •I - d-3 11/16' 2 R4 Ld E. LOG - - - B• 14-1/16' 16 R5 DORMER LCb - - - B" 15-11 1/4" 2 96 MAIN FILL I.LG - - - B' 5'-0• RP at - — O T GM SITE 5 R6 MAM FlLL LGG _ _ _ p• pp RP at - — TON SITE 2 R6 MPIN FlLL LOG B• M'4 T/16" B• 13-5 IS/16" 2 R9 WNG FILL LLB _ _ _ g. g-0. ixP of _ — CUT GN 5YiE 2 R9 WNG FILL LG5 _ _ _ p• p•-0" RP a1 - — CUT CN SITE 2 R9 WN6 FILL LG5 - - - 8' 11'-0' RP at - — CUT ON 517E 11 R10 'IAY-0N" PORCH LOG - - - b' 4-0' RP a1 - d-3' CUT ON 517E 4 RI1 PCX2GH LG5 - - - 6' 2 R12 'LAY -ON" PORCH LGtS - - - 6' 12'-0' RP at - 0-5• OJT GM VI 13 R13 PORCH LOG - - - 6' 4-B 11/16' RP al - d-3' 1 R14 I£POER LGG - - - 10' 12'-0" RP al - — GUT LN SITE REAL WLA LOG HOMES® SO K%CG 4-0 COW- / 0*(-- -%OA 61 PLAINS ROAD CLAREMONT, NH 03743 1_000-REAL L06 YW KREALLO6HOMES COM MEMBER LOG WMES NTNiv,lno\.V, [aoEca'lvcu^ C O V N C 1 L (4J—fwF—lk— CONSULTANTS: 00 #11515 MR. 8 MR5. MIKE SEIFERT SQUARE FOOTAGE: FIRST FLOOR: 1632 S.F. 5E0OND FLOOR: 1045 S.F. WM CHANGES IPROJEGT NO: M11818 ' PROJECT NAME: 5EIFERT vrtecMUT Lr\s SHEET TITLE: SCHEDULES 5-601 SHEET:23 OF 23