Attachment 005 - Larger House Drawings.pdf

LEGAL NOTES:

1. USING THESE PLANS, DRAWINGS, AND SPECIFICATIONS TO CONSTRUCT THE

STRUCTURES OR FOUNDATIONS CONSTITUTE AGREEMENT BY THE CLIENT TO THE

FOLLOWING.

2. INDEMNIFICATION

2.1. THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE DESIGNER AND

OFF OF ITS PERSONNEL & SUBCONTRACTORS FROM AND AGAINST ANY AND ALL CLAIMS.

DAMAGES, LOSSES & EXPENSES (INCLUDING REASONABLE ATTORNEY'S FEES) ARISING

OUT OF OR RESULTING FROM THE PERFORMANCE OF THE SERVICES, PROVIDED THAT

ANY SUCH CLAIMS, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE

NEGLIGENT ACT OR OMISSION AND/OR STRICT LIABILITY OF THE CLIENT, ANYONE

DIRECTLY OF INDIRECTLY EMPLOYED BY THE CLIENT OR ANYONE FOR WHOSE ACTS ANY

OF THEM MAY BE LIABLE. THIS INDEMNIFICATION SHALL INCLUDE ANY CLAIM, DAMAGE

OF LOSSES DUE TO THE PRESENCE OF HAZARDOUS MATERIALS.

3. RISK ALLOCATION

3.1. IN RECOGNITION OF THE RELATIVE RISKS, REWARDS & BENEFITS OF THE

PROJECT TO BOTH THE CLIENT & THE DESIGNER THE RISKS HAVE BEEN ALLOCATED SO

THAT THE CLIENT AGREES THAT TO THE FULLEST EXTENT PERMITTED BY LAW. THE

DESIGNER'S TOTAL LIABILITY TO THE CLIENT, FOR ANY & ALL INJURIES, CLAIMS, LOSSES, EXPENSES, DAMAGES OR CLAIM EXPENSES ARISING OUT OF THIS AGREEMENT, FROM ANY

CAUSE OF CAUSES, SHALL NOT EXCEED THE TOTAL AMOUNT OF $50,000.00, THE AMOUNT

OF THE DESIGNER'S FEE (WHICHEVER IS LESS) OR OTHER AMOUNT AGREED UPON WHEN

ADDED UNDER SPECIAL CONDITIONS. SUCH CAUSES INCLUDE, BUT ARE NOT LIMITED TO,

THE DESIGNER'S NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF

CONTRACT OR BREACH OF WARRANTY.

4. OWNERSHIP DOCUMENTS

4.1. ALL DOCUMENTS PRODUCED BY THE DESIGNER UNDER THIS AGREEMENT

REMAIN THE PROPERTY OF THE DESIGNER & MAY NOT BE USED BY THE CLIENT FOR ANY

OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF THE DESIGNER.

5. DISPUTE RESOLUTION

5.1. ANY CLAIM OR DISPUTE BETWEEN THE CLIENT AND THE DESIGNER SHALL BE

SUBMITTED TO NON-BINDING MEDIATION SUBJECT TO THE PARTIES AGREEING TO A

MEDIATOR(S). THIS AGREEMENT SHALL BE GOVERNED BY THE LAWS OF THE PRINCIPAL

PLACE OF BUSINESS OF THE DESIGNER.

Naeem Akhter, P.E.

Consulting Structural Engineer

10404 W 154th, Overland Park, KS 66221 email: sofianaeem@aol.com Phone: 913-685-2015

2x4 Stud attached to log wall supports loft beams

Pack (2) studs under loft beams

2X6 Ladgar board.

See Section 8/S2 for connection detail.

31/11'2 f

C • '

5'-3%"

(FSW)

(1) 80d Ring shank nail@ 14" o.c., typ.

7'-8J1e n s•-o13,.1sn

2'-5%"

' \ ', ·, 1 '·. ·, I // I I I I

-31·8nx5J? Glue laminated loft beams

29'-0"

13'-0"

Bed Room

10'-3%"

Bathroom

(SSW)

(1) 80d Ring shank nail@ 21" o.c., typ.

l 5'-2l/ 3l? 9"

13'-0"

FIRST FLOOR PLAN

Scale: 1/4" = 1'-0"

\\\\\\\ .F

1./

LOFT FRAMING PLAN

Scale: 1/4" = 1'-0"

5)/11 ,, \, j/

15'-1)?

5'-4"

(SSW)

(1) 80d Ring shank nail @ 21" o.c., typ.

31/11 ,, ___ 6_'-0_" __

- 7nnnrrnl2'.S

Living Room

Kitchen l 5'-4"

Log blank header

2X6 Ledger board

14'-BJ-.2"

(FSW)

(1) 80d Ring shank nail@ 14" o.c., typ.

l

Porch

Loft Knee Wall Door Loft Knee Wall Door

6 PANEL DOOR

6 PANEL DOOR

Steel Door (2 panel 9 llte) Steel Door panel 9 llte)

Ply-Gem Pro Series Classic Double-Hung Ply-Gem Pro Series Classic Casement

Ply-Gem Pro Series Classic Double-Hung Ply-Gem Pro Series Classic Double-Hung- TEMPERED & PRIVACY

NOTES:

R.O. DOES NOT INCLUDE BUCKS/JAMBS/ETC.

'+'=VARIES WITH LOG STACK HEIGHT

35" 37.875" 35" 37.875"

33.375" 81.625" 33.375" 81.625"

37.5" 81.625" 37.5" 81.625"

29.5" 59.5" 31.5" 47.5" 31.5" 35.5" 31.5" 35.5"

35.5" 35.5" 34" 34" 38" 38"

30.5" 32.5" 32.5" 32.5"

13'-0"

Storage Loft

LOFT FLOOR PLAN

Scale: 1/4" = 1'-0"

BY

37.875" 2x4 stud RIGHT INSIDE CLC 37.875" 2x4 stud LEFT INSIDE CLC 81.625" 2x6 stud 321N LEFT INSIDE CLC 81.625" 2x6 stud 321N RIGHT INSIDE CLC

81.625"+ 3.Sin. log 3068 LEFT INSIDE CLC 81.625"+ 3.5in. log 3068 RIGHT INSIDE CLC

59.5"+ 3.5in. log 2650 CLC 47.5"+ 3.5in. log 2840 YES" CLC 35.5"+ 3.5in. log 2830 CLC 35.5"+ 3.5in. log 2830 CLC

•CRITERIA FOR EGRESS CALCULATION

1. A MINIMUM TOTAL CLEAR OPENING OF 5.7 SQ. FT.

2. A MINIMUM HORIZONTAL MEASURE OF 20"

3. A MINIMUM VERTICAL MEASURE OF 24"

1 '-3" 13'-0" f mi

5\2" x 5\.i:" Glue-laminated column -\ \. w/ CCS-1/4-6 column cap

I c_

29'-0"

15'-1.\!"

0.28 0.28

0.30 0.28 0.30 0.30

II n 7 7 r r r - 7 7 7 7

L f

I - sJ,8"x133,,,4" Glue-laminated ridge beam (30F-1.8E) j j j•, ,,_ - Top 1-1/2 logs in log wall extend

14'-9), 21'-5%" h to rt fl over pore suppo ra ers

Ridge beam length Ridge beam length

ROOF FRAMING PLAN

Scale: 1/4" = 1'-0"

Crafu,d Por Ar,y Lilestyle

CONESTOGA LOG CABINS & HOMES

246 NORTH LINCOLN AVE.

PHONE:

FAX:

E-MAIL:

WEB:

LEBANON, PA 17046

1-800-914-4606

(717) 306-4495 info@conestogalogcabins.com www.conestogalogcabins.com

THIS DRAWING IS THE PROPERTY OF

CONESTOGA LOG CABINS AND HOMES.

REPRODUCTION, ALTERATION OR USE OF

THIS DRAWING WITHOUT THE WRITTEN

CONSENT OF CONESTOGA LOG CABINS IS

PROHIBITED. DRAWINGS SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS. THE

CONTRACTORS AND BUILDERS INVOLVED

ON THIS PROJECT SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS BEFORE

STARTING WORK AND ANY DISCREPANCY

SHALL BE REPORTED BEFORE STARTING

WORK.

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PROJECT

NAME: BRIDGER TETON

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(.9 f--------+------------� PROJECT 19'7X29'0 "-'

SIZE:

CUSTOMER

CONTACT

NAME:

SITE

ADDRESS:

HUBERT MORRISON

8 US 26

MORAN, WY

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FOR CONSTRUCTION 1-;

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START DATE: 2-10-21 (.9

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FILE

NUMBER:

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Or;g 9'7X29'0-BRIDGER-TETON-001-0 Cl) f-- - -�-�- - - - - - - - ----0,SALES PERSON: MORGAN KANE � f------+-------------8

DRAWN BY: CAG ,~

D R A W I N G I N D E X � f-------------------_J-c - TYPICAL DETAILS AND NOTES

A -

S-

E-

F -

SCHEDULES - INSULATION ;,i!

FLOOR PLANS/ ELEVATIONS

LOFT FRAMING

DOOR I WINDOW SCHEDULES

BUILDING SECTIONS/ DETAILS

ROOF FRAMING

SCHEDULES - Wall, Loft, Porch, Roof

ELECTRICAL PLANS/ DETAILS

NOTES/ LEGEND/ KEY

:l:

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:l:<( Foundation & 1st Floor Framing Plan

DETAILS C::

Schedules - Foundation/ 1st Floor Framing 9

FIGURED DIMENSIONS TAKE PRECEDENCE �

OVER SCALED DIMENSIONS C::

S H E E T T I T L E

A1 PLANS

S H E E T N U M B E R w w z (.9 z w

_______________________________________________________________________________ A __ 1 ___ �

Naeem Akhter, P.E.

Consulting Structural Engineer

10404 W 154th, Overland Park, KS 66221

Naeem Akhter, P.E.

Consulting Structural Engineer

10404 W 154th, Overland Park, KS 66221

R.5

2X10 Visual grade rakeboard -, 2X6 Ledger board

2X6 T&G Floor boards

L.2

1111.Jf'

SK /1; :" /

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CC5 1 /4-6 Column cap

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R.1

CC5-1/4-6 Column cap

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'�·�����-F��F I (¼fh ijjtijj�tllit �: .. ,�, DD •

DD

R.1

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L.4 •

L.1 □�

P.2

P.1 R30 Fiberglass bait

3)·2"x5Y8" Glue-laminated column

31·_?x31-;,t Glue-laminated decorative webbing

S1

, 4 · BUILDING SECTION

I .,�1-_ 1 Scale: 1/4" = 1 '-0"

[ .,me., '' '"- " ,- "'' r----C'" -��

6 \ PORCH TO WALL BRACING

S1 'Scale: 1/2" = 1'-0"

P.4

NOTE: NOTE:

1 \ BUILDING SECTION

1. Due to log stack height variation, log wall heights and any other corresponding heights dimensioned on plans are±. All final dimensions to be adjusted as needed by builder on site. , 2 , \ BUILDING SECTION

1. Due to log stack height variation, log wall heights and any other corresponding heights dimensioned on plans are±. All final dimensions to be adjusted as needed by builder on site.'

S1 ,,Scale: 1/4" = 1'-0" \ S1 : Scale: 1/4" = 1 '-0" ip,7)

S1 -"'

5'-3"

3\2"x5-14" Glue-laminated header

L ., .. •·· ""' �,---� -\\

P.8

J!JJJli!JilJ

NOTE:

1. Due to log stack height variation, log wall heights and any other corresponding heights dimensioned on plans are ±. All final dimensions to be adjusted as needed by builder on site.

1- i'AUUI- :,,,\ �:f'--1 D- LOG \\',\L_ bl r\w::=-:-;sti.F-:Y or• :-;-F -:::, c.:c}\FCiF-:H 1.11----j �, -:u1 ILL DI Lo(; w£,u Uli JLS 1 11.

f.,-- �)- 1 �:- 1 _.;, �-'-L-J /llli' _U c_i\",;I . I r-r:1r: [\'.' �r'hCn S ()f,' UH\\ (:IIC:\h c:- 1 I _jcii-:c I '.1<11 ll ll\lG I'.,!;\('\(; :1•,':)II \'I /'J:I l·H[\C[[I -Ui �;UST:'>Jr'J=J \/=T '.::AL _'.::AJS.

UF:io�:T OUN -.4s-=---1=:, I I fJRCf '.'!'RFI IC RR;\!l<'T, Fi-CH 'n

I= r -

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(R.11) TLOK06 6" Timber screw ' -1 every other log course.

I 5'-3"

LSTA9 Straps at each rafter to rafter connection.

Ceiling finish material

5 , CENTER 2X6 STUD WALL FRAMING

S1 ; Scale: 1/2" = 1'-0"

1" Ventilation gap per side.

H2.5A Hurricane tie Birdsmouth - 20% maximum of rafter, measured perpendicular to rafter.

Roaf finish material(s)

� %" OSB Sheathing w/ 15# fel1 paper over.

.-- 2X12 Rafter

Spacer for insulation ventilation, 2X4 ripped in half leng1hwise.

R38 Fiberglass bait insulation in roof cavity.

H2.5A Hurricane tie

2X4 Horizontal purlin, 27 1/2" o.c. 2X4 Insulation stop

1 Layer, 1\z" foil-faced palyiso insulation, R9.8 or better between purlins.

NOTE: Roof beam and roof pitch shown are for demonstration purposes only.

- Metal eave trim

.,_ Barn Siding

2" Continuous Metal Soffit Vent

, 7 \ FIBERGLASS ROOF INSULATION DETAIL

S1 / Scale: 1/2" = 1 '-0"

/� 5\z" x 5\i!" Glue laminated column t

,•: Doubled studs to mount loft ladder

16'-5"

- Log wall. (Log profile may vary).

2'-5'.-,,8"

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R""'H

-, B u

, -When floor board is between two log walls, allow J,8" gap each end, otherwise flush.

Fasten floor board to beam using (2) #8 21-2" screws, toed through tongue ----;

Fasten floor board to ledger using (1) #8 2)!{ screws, toed through tongue

2X6 T&G #1 dense or I.Fl..!:

rre.�'·, �- -better southern yellow pine. -

1 ~ /- Fasten ledger board to log wall using (2) 0 }4" x 3" lag screws, i Sc I

2x:

�e:::b:::s:: #2 or better SPF or SYP.

/r I' 'I Loft support beam. (size may vary, shown for connection only) _J

8 · .. LOFT 2X6 T&G CONNECTIONS DETAIL

S1 /Scale: 1" = 1'-0"

NOTE:

3 \ BUILDING SECTION

1. Due to log stack height variation, log wall heights and any other corresponding heights dimensioned on plans are ±. All final dimensions to be adjusted as needed by builder on site.

\ S1 Scale: 1/4" = 1 '-0"

R9;2-Ply 2X12 MSR 2400 Fb 2.0E Header

'. R.9) (2)2X4 Uprigh

'R9)2-Ply 2X12 MSR 2400 Fb 2.0E Header ----

B 2X6 Loft � -...,: ledger board -__

S1 I'.-.-.<'"

',R.9) (2)2X4 Uprights -,,, Solid blocking between floor joists -- ,,------

SL=17k

REAR WALL ADDITIONAL BEARING

"R.9)2-Ply 2X12 MSR 2400 Fb 2.0E Header

(R9 '. (2)2X4 Uprights

Solid blocking between floor joists

Scale: N.T.S.

0 ij. . ·- ·. ---<

FRONT WALL ADDITIONAL BEARING

Scale: N.T.S.

SL=13k

LOG WALL FASTENING SCHEDULE ...

MARK COMPONENT CONNECTION FASTENER REQUIRED

L.1 LOG WALL STARTING WITH HALF LOG (1) 30d STEEL RING SHANK NAIL AT 21" O.C.

TO FLOOR FRAMING OR SILL PLATE START/END.

L2 LOG WALL ST AR.TING WITH WHOLE (1) 80d STEEL RING SHANK NAIL AT 21" O.C.

LOG TO FLOOR FRAMING OR SILL PLATE START/END.

L3 LOG INTERSECTION (NOTCH) (1) 30d STEEL RING SHANK NAIL AT

PRE-DRILLED HOLE

L.4 LOG STACKED ONTO LOG (TYPICAL) (1) 80d STEEL RING SHANK NAIL AT 21" O.C., UNLESS OTHERWISE NOTED

PORCH / DECK FASTENING SCHEDULE -

MARK COMPONENT CONNECTION FASTENER REQUIRED

P.1 PORCH POST TO PORCH FRAMING (4) #9 X 21-2" SCREWS, TOED, APPROVED

FOR ACQUSE

P.2 PORCH RAIL TO NAIL PLATE (4) #9 X 21-," SCREWS, TOED, APPROVED

FOR ACQUSE

'-I

I SI,, P.3 PORCH/DECK POST TO ROOF BEAM OR (4) #9 X 21-," SCREWS, TOED, APPROVED

WALL TOP LOG FOR ACQUSE

I-, ,, '1

P.4 PICKET TO TOP AND BOTTOM RAIL (1) #9 X 2)," SCREWS PER END,

APPROVED FOR ACQ USE

P.5 CAP RAIL TO TOP RAIL #9 X 21-2" SCREW@ 6" O.C., APPROVED

FOR ACQUSE

P.6 NAIL PLATE TO POST OR WALL #9 X 21-2" SCREW@ 6" O.C., APPROVED

FOR ACQUSE

P.7 PORCH WEBBING INTO RAFTERS (4) #9 X 2r2" SCREWS, TOED, APPROVED

FOR ACQUSE.

P.8 PORCH WEBBING INTO GLUE LAMINATED (4) #9 X 2r2" SCREWS, TOED, APPROVED

PORCH HEADER FOR ACQUSE.

ROOF STRUCTURE FASTENING SCHEDULE

MARK COMPONENT CONNECTION FASTENER REQUIRED

R.1 ROOF RAFTERS TO RIDGE BEAM AND WALL H2.5A HURRICANE TIE TOP LOG

R.2 RIDGE BEAM TO WALL (6) #9 X 2)"," STEEL DECK SCREWS

PER INTERSECTION, (TOED)

R.3 15# FELT PAPER TO ROOF BOARDS 1" GALVANIZED CAP NAILS

R.4 RIPPED 2X4 TO RAFTER 12d NAILS AT 16" O.C.

R.5 CEILING BOARDS TO FRAMING MEMBER Bd FINISH NAIL, GALVANIZED FOR

EXTERIOR

8d COMMON NAIL w/ 1%" MIN PEN. 6"

R.6 %" O.S.B PLYWOOD TO RAFTERS O,C. @ DIAPHRAGM BOUNDARIES &

SUPPORTED EDGES PARALLEL TO

RIDGE, 4" O,C. ALL OTHER EDGES

R.7 FASCIA TO RAFTERS (2) 12d GALV. TWIST NAILS.

R.8 2-PL Y RAKEBOARD TO ROOF BEAM AND (3) 12d GALV. TWIST NAILS PER

WALLTOP LOG CONNECTION

R.9 2-PL Y ADDITIONAL BEARING TO LOG WALL 5" LEDGERLOK (OR EQUIVALENT)

EVERY THIRD LOG COURSE

R.10 1-PY ADDITIONAL BEARING TO LOG WALL 4" FLATLOK (OR EQUIVALENT)

EVERY THIRD LOG COURSE

R.11 CENTER STUD WALL INTO LOG RETURN TLOK06 EVERY 3RD COURSE OR 2ND

COURSE WHERE APPLICABLE

ROOF SHEAnilNG FASTING SCHEDULE

MARK COMPONENT CONNECTION FASTENER REQUIRED

S.1 METAL ROOF PANEL TO ROOF 1" GALV.J:," HEX HEAD # 10 WOODSCREW

S.2 METAL ROOF TRIM TO ROOF 2" GALV. ¼" HEX HEAD #10 WOODSCREW

3 2

1) S1 S1

FLOOR PLAN KEY

Scale: 1/8" = 1'-0"

Crafu,d Por Ancy Lilestyle

C O N E S T O G A L O G CABINS & HOMES

24 6 NORTH LINCOLN AVE.

PHONE:

FAX:

E-MAIL:

WEB:

LEBANON, PA 1704 6

1-800-914-4 6 06

(717) 30 6-4 495 info@conestogalogcabins.com www.conestogalogcabins.com

THIS DRAWING IS THE PROPERTY OF

CONESTOGA LOG CABINS AND HOMES.

REPRODUCTION, ALTERATION OR USE OF

THIS DRAWING WITHOUT THE WRITTEN

CONSENT OF CONESTOGA LOG CABINS IS

PROHIBITED. DRAWINGS SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS. THE

CONTRACTORS AND BUILDERS INVOLVED

ON THIS PROJECT SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS BEFORE

STARTING WORK AND ANY DISCREPANCY

SHALL BE REPORTED BEFORE STARTING

WORK.

en Clc::

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PROJECT

NAME: BRIDGER TETON

__J D,_

(.9 f--------+------------� PROJECT 19'7X29'0 '--'

SIZE:

CUSTOMER

CONTACT

NAME:

SITE

ADDRESS:

HUBERT MORRISON

8 US 26

MORAN, WY

w (.9 Cl c::

Cl)

Cl) � r----�------------� FOR CONSTRUCTION 1-;-c::

c--- - - - -�- - - - - - - - - ---w

START DATE: 2-10-21 (.9

Cl c::

FILE �

NUMBER: 9'7X29'0-BRIDGER-TETON-001-0

o, SALES PERSON: MORGAN KANE c--- - - -��- - - - - - - - - ---0,� r------+------------� DRAWN BY: CAG D R A W I N G N D E X Cl)

C - TYPICAL DETAILS AND NOTES

c--------------------:::;

A-

S -

E-

F -

SCHEDULES - INSULATION

FLOOR PLANS / ELEVATIONS

LOFT FRAMING

DOOR / WINDOW SCHEDULES

BUILDING SECTIONS / DETAILS

ROOF FRAMING

SCHEDULES - Wall, Loft, Porch, Roof

ELECTRICAL PLANS / DETAILS

NOTES / LEGEND / KEY

__J w __J (.9 z en __J en (.9

�<( Foundation & 1st Floor Framing Plan

DETAILS C::

Schedules - Foundation / 1st Floor Framing 9

FIGURED DIMENSIONS TAKE PRECEDENCE �

OVER SCALED DIMENSIONS C::

S H E E T T I T L E

S1 BUILDING SECTIONS & DETAILS

S H E E T N U M B E R

S1 w w z

(.9 z w __J

Naeem Akhter, P.E.

Consulting Structural Engineer

10404 W 154th, Overland Park, KS 66221

I .•.·,. 'i•( ·.·, ·,.·, · · . ..::-.: ::., , ,. ·.:· ,.,, , SYMBOL:

:u

Ct _t:l, I t<!f"A I LEGEl'JD

CEili NG LIGHT

CEILING FAN WITH LIGHT

SMOKE AND CARBON MONOXIDE DETECTOR

lli

GFCI DUPLEX RECEPTACLE

DUPLEX RECEPTACLE

220V RECEPTACLE

FAN CONTROL SWITCH

RECESSED CEILING LIGHT

EXTERIOR GFCI DUPLEX RECEPTACLE (WATERPROOF SURFACE MOUNT)

SWITCH

3-WAY SWITCH

EXTERIOR WALL MOUNTED LIGHT (PORCH LIGHn rnJ brJ:..1;

SYMBOL

15A

VENT FAN WITH LIGHT

VANITY LIGHT

ELECTRIC KEY

DESCRIPTION

Unit height from floor: Number beside symbol indicates approximate distance from base of wall to center of unit.

Unit amperage rating: Number beneath symbol indicates amperage rating of unit of other than 20 ampere.

Lamp cord with chain.

Electrical break line.

ELECTRICAL SPECIFICATIONS SCOPE:

It is the intent of these specifications and accompanying drawings that the contractor shall, unless otherwise specified herein, furnish all labor, materials, tools and equipment including scaffolding to install the complete electrical system as specified herein. Contractor shall proper1y install, equip, adjust, and put into perfect operation, the respective portions of the installation specified and so interconnect the various items or sections of the work in order to form a complete and properly operating whole.

RULES ANO REGULATIONS:

Electrical work shall be performed in accordance with the rules and regulations of the National Electrical Code 2008 (NEC 2008), National Fire Protection Association (NFPA), and all applicable state and local codes.

MATERIALS AND WORKMANSHIP:

All materials shall be new, of the best respective kinds, manufactured by the company or companies.

GROUNDING:

Electrical Contractor shall be responsible for installing a ground wire with all circuits, branch, and feeder. The size shall be in accordance with the National Electric Code, Article 250, Table 250.95.

POWER WIRING TO OTHER EQUIPMENT:

Electrical Contractor shall provide all conduit, disconnect switches, wire ouUet boxes, and final connections to any piece of equipment furnished by other contractors. The control wiring and starter, if required, shall be the responsibility of the Contractor furnishing the equipment.

MATERIALS AND INSTALLATION:

In general, branch circuits shall be non metallic sheathed cable, NM-B Romex or equivalent, except where hot or damp conditions require a different type of installation. Minimum size shall be 14 AWG copper.

All exposed interior and exterior circuits shall be conductors in conduit according to the accepted practices as described in the NEC 2008. Install all conduits parallel or perpendicular to the building surface, grouped together where possible.

FIXTURES:

The Contractor shall provide lighting fixtures in accordance with the layout indicated on the drawings pursuant to contract. Fixtures shall be equipped with all component parts of metal, glass, ballast, sockets, wiring, self-aligning hangers, and all other accessories as required to make each unit complete and operable in its entirety. Contractor shall be responsible for providing lamps which in all ways meet fixture manufacturer's requirements.

All inoperable lamps shall be replaced with new lamps during the course of construction, up to and including the date of final acceptance of the building by the customer.

SAFETY SWITCHES:

Safety switches shall be of NEMA general purpose construction with positive quick-make/quick-break operating mechanism.

PANEL BOARDS:

Panel boards shall be of the dead front, automatic circuit breaker type, suitable for connection to the system characteristics and with circuit breakers as called for in the panel schedule. Circuit breakers shall be thermal magnetic type, with quick-make/quick-break mechanism and with trip indication. Trip indication shall be clearly indicated by breaker handle taking a position between "ON" and "OFF". All 2-pole and 3-pole breakers shall be on a common trip.

CUTTING AND PATCHING:

All cutting and patching under the electrical work shall be done by the Electrical Contractor and all finish painting shall be done by the General Contractor.

SERVICE COSTS:

All utility company service costs associated with this project will be the responsibility of the customer.

ELECTRICAL WORK NOTES:

1. Conestoga Log Cabins is not responsible for running wires to: hot water heaters, ranges, or any other optional electrical items unless otherwise agreed upon in writing.

2. All electrical box heights may be adjusted by varying the stacking order of the logs that have pre-cut boxes. This allows for special needs such as ac/heater units or ADA considerations. Height of boxes can be determined by referencing the shop page of the plans.

3. Provide a minimum of 6" pigtails at all electrical boxes.

4. Wiring in log walls to be run through pre-drilled holes in logs unless otherwise specified. Additional drilling on-site may be required.

5. Consult a licensed electrician before running any wire. All circuits requiring 20 amp service must be run with 12 gauge or less wire. This shall include (but not be limited to) kitchens, bathrooms, exterior outlets, and all 220v wall mounted air conditioning units intended for use from a combination outlet (110v/200v).

6. Pendant lampholders with permanently attached stranded leads shall be soldered directly to circuit conductors, but supported independently (NEC 410.27).

.. ·' . .,".',·,ii.:.,....,....,,,·,, ...

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

BY CUSTOMER

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FIRST FLOOR ELECTRICAL LAYOUT

Scale: 1/4" = 1 '--0" db . d 6 h -.

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SECOND FLOOR ELECTRICAL LAYOUT

Scale: 1/4'" = 1'--0""

To switch 1 F

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- ---;:.;::;;, - - Porch light I I ; , installed w/ ��=�� octagon box.

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!!J- Pre-drilled hole for wire

I I " I in log wall.

111 l · · · · \ _ Outlet boxes 1111 I pre-cut in log

I wall.

I I Feed wire through floor

" 1 to drill hole @ lj, J base of wall.

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PORCH LIGHT WIRING DETAIL

Scale: 1/2" = 1 '-0"

�ii�@!

Crafu,d Por Ar,y Lilestyle

CONESTOGA LOG CABINS & HOMES

246 NORTH LINCOLN AVE.

PHONE:

FAX:

E-MAIL:

WEB:

LEBANON, PA 17046

1-800-914-4606 (717 ) 306-4495 info@conestogalogcabins.com www.conestogalogcabins.com

THIS DRAWING IS THE PROPERTY OF

CONESTOGA LOG CABINS AND HOMES.

REPRODUCTION, ALTERATION OR USE OF

THIS DRAWING WITHOUT THE WRITTEN

CONSENT OF CONESTOGA LOG CABINS IS

PROHIBITED. DRAWINGS SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS. THE

CONTRACTORS AND BUILDERS INVOLVED

ON THIS PROJECT SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS BEFORE

STARTING WORK AND ANY DISCREPANCY

SHALL BE REPORTED BEFORE STARTING

WORK.

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CUSTOMER

CONTACT

NAME:

SITE

ADDRESS:

HUBERT MORRISON

8 US 26

MORAN, WY

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FOR CONSTRUCTION 1-;-

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FILE �

NUMBER: h9'7X29'0-BRIDGER-TETON-001-0 o, f-- - - -��- - - - - - - - - ---llo,SALES PERSON: MORGAN KANE �1--------1-----------18DRAWN BY: CAG ,~

D R A W I N G I N D E X °'

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= P�IC� A�L�D=E=TA�l �L �S�A�N=o�N�O�T=E=s� - ----11::;

A-

S-

E-

F-

SCHEDULES - INSULATION ;,i!

FLOOR PLANS/ ELEVATIONS

LOFT FRAMING

DOOR I WINDOW SCHEDULES

BUILDING SECTIONS/ DETAILS

ROOF FRAMING

SCHEDULES - Wall, Loft, Porch. Roof

ELECTRICAL PLANS/ DETAILS

NOTES/ LEGEND/ KEY

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DETAILS C::

Schedules - Foundation/ 1st Floor Framing 9

FIGURED DIMENSIONS TAKE PRECEDENCE �

OVER SCALED DIMENSIONS C::

S H E E T T I T L E

E1 ELECTRICAL

S H E E T N U M B E R

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Naeem Akhter, P.E.

Consulting Structural Engineer

10404 W 154th, Overland Park, KS 66221

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13'-2)4" l

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28'-6"

23'-1)�" i.

I,\\\\ 2 Ply 2X12 #2 SYP PT Header

3 Ply 2X12 #2 SYP PT Header

PIER FOUNDATION LAYOUT

Scale: 1/4" = 1 '-0"

F.3

F1

BCS2-3/6

Post cap

FOUNDATION SECTION

Scale: 3/8" = 1 '-0"

34'-1H-4i '

34'-6),•

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2 Ply 2X12 #2 SYP PT Header

3 Ply 2X12 #2 SYP PT Header

F.1

F.6

2X10 #2 SPF Floor joists, lapped over headers where necessary.

3 Ply2X12 #2 SYP PT Header

BCS2-3/6

Post cap

'�; J ;-- J,, .. Overhang (half log)

OR I I 1 �, I '

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1�1 )_... _..- F.3 Custom 13" flashing around �--�� ,.....,_ perimeter of 2X6 T&G floor

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,;_- - . F.4 boards excluding porches i' V, '2-Ply PT 2X10 Band board

6X6 PT Pier

--( 2 \FOUNDATION JUNCTION DETAIL

-- F1 / Scale: 1/2" = 1'-0"

Concrete footing

6X6 #2 SYP PT Post, TYP.

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2 Ply 2X12 #2 SYP PT Header

3 Ply 2X12 #2 SYP PT Header

2X8 PT Porch ledger board 2X6 PT Porch joist

BCS2-3/6

Post cap

- - 6X6 PT Post, Typ.

Concrete backfill

#4 Rebar

018" Concrete footing, min.

Concrete dimensions may vary due to soil conditions and local building codes.

2X6 PT #2 Porch floor boards

F.5

2X6 PT#2 SYP

Band board

-- - --'F.9' 2 Ply 2X12 #2,_,, SYP PT Header

---�:F.2 l

- - - - - - - - -�1_111 _

� 2X10 #2 SPF Blocking

(3)2X10 Beneath rear stud wall

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34'-11\t

15'-6"

2X10 #2 SPF Blocking

-� 2X6 PT #2 SYP Blocking for porch post

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2X6 PT #2 SYP Rim Joist

2X6 PT #2 SYP Porch joist @ 16" O.C.

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Crafu,d Por Ar,y Lilestyle

CONESTOGA LOG CABINS & HOMES

246 NORTH LINCOLN AVE.

PHONE:

FAX:

E-MAIL:

WEB:

LEBANON, PA 17046

1- 800- 9 14-460 6 ( 7 1 7 ) 306-4495 info@conestogalogcabins.com www.conestogalogcabins.com

THIS DRAWING IS THE PROPERTY OF

CONESTOGA LOG CABINS AND HOMES.

REPRODUCTION, ALTERATION OR USE OF

THIS DRAWING WITHOUT THE WRITTEN

CONSENT OF CONESTOGA LOG CABINS IS

PROHIBITED. DRAWINGS SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS. THE

CONTRACTORS AND BUILDERS INVOLVED

ON THIS PROJECT SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS BEFORE

STARTING WORK AND ANY DISCREPANCY

SHALL BE REPORTED BEFORE STARTING

WORK.

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,.___,__ _ __ l�='e=======\===�•=s, c==================================="'[[ [ ['= [\=: c=======================================· ===================4--.-=· ===== __ = __ = ___ = ______ ------ LUS26 Joist hanger, typical

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FIRST FLOOR FRAMING PLAN

Scale: 1/4" = 1 '-0"

MARK

F.1

F.2

F.3

F.4

F.7

F.8

F_g

F.10

F.11

F,12

2X1 O #2 SPF Blocking under center wall LUC26 Concealed flange hanger at ands

FOUNDATION FASTENING SCHEDULE

COMPONENT CONNECTION

2X6 T&G FLOOR BOARDS TO FLOOR JOISTS

2-PL Y 2X12 HEADER TO NOTCHED 6X6 POST

DRIP EDGED FLASHING TO FLOOR DECK

OUTER BANDBOARD TO INNER BAND BOARD OR

INNER BAND BOARD TO FLOOR JOIST (TYPICAL)

PORCH DECK BOARDS TO PORCH JOISTS

FLOOR JOIST TO SUPPORT MEMBERS (TYPICAL)

2X10 BLOCKING TO FLOOR JOISTS

PORCH LEDGER BOARD TO DOUBLE BAND BOARD

PORCH JOIST TO PIER HEADER

PORCH JOIST TO FLOOR FRAMING LATERAL LOAD

CONNECTION

PORCH JOIST TO PORCH LEDGER BOARD

),• PT PLYWOOD TO FLOOR JOIST

FOUNDATION NOTES:

FASTENER REQUIRED

(2) #9 x 2-1/2" SCREWS, APPROVED FOR ACQ USE

(2) X 7" HEX BOLT [(4)@ SPLICES], APPROVED FOR

ACQUSE

(1) 1-1/4" ROOFING NAIL AT 36" O.C.

(4) 16d CC NAILS, APPROVED FOR ACQ USE@ 16" O.C.

(2) #9 X 21,'' GREEN DECK SCREWS, APPROVED FOR

ACQUSE

(3) #9 X 2½" STRUCTURAL SCREWS (TOED),

APPROVED FOR ACQ USE.

(8) 16D CC NAILS (TOED), APPROVED FOR ACQ USE,

(4) EACH END

(2) 5" LEDGERLOK LAG SCREWS (TOED), @24" O.C.,

STAGGERED

(3) #9 X 2Y2' STRUCTURAL SCREWS (TOED),

APPROVED FOR ACQ USE.

(4) LATERAL TENSION SYSTEMS RATED FOR 750LB.

MIN. EVENLY SPACED.

LUS26 JOIST HANGER, OR EQUIVALENT

10d GALVANIZED COMMON NAILS@12" ALONG

FLOOR JOIST

1. Conestoga Log Cabins "CLCn is not certifying the beam and/or footing sizes shown. Sizes may vary due to local building codes and site conditions. Structural engineering may be required.

2. Do not alter dimensions without approval by CLC design department

3. All construction shall be built in accordance with all applicable Local and National Building Codes.

All exterior wood connectors approved for ACQ use unless noted otherwise.

4. Footings:

A. All footings have been designed for an assumed allowable net soil bearing pressure of 2500 PSF

B. All fill under footings and slabs shall be compacted to a dry density of at least 95 percent of maximum dry density as determined by AA.SH to T-180

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�---�------------5 _J

PROJECT

NAME: BRIDGER TETON

a, (9 f-------+------------� PROJECT 19'7X29'0 '--'

SIZE:

CUSTOMER

CONTACT

NAME:

SITE

ADDRESS:

HUBERT MORRISON

8 US 26

MORAN, WY

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f- -- - - -�- - - - - - - - ---w

START DATE: 2-10-21 (9

f- -- -�-�- - - - - - - - ---□ c::

FILE �

NUMBER: l9'7X29'0-BRIDGER-TETON-001-0 o, f- -- -�-�- - - - - - - - ---0,SALES PERSON: MORGAN KANE �f------+-----------8

DRAWN BY: CAG ,~

D R A W I N G I N D E X � f- -----------------_J-c - TYPICAL DETAILS AND NOTES

A-

S-

E-

F-

SCHEDULES - IN SULATION ;,i!

FLOOR PLANS / ELEVATIONS

LOFT FRAMING

DOOR I WINDOW SCHEDULES

BUILDING SECTIONS/ DETAILS

ROOF FRAMING

SCHEDULES - Wall, Loft, Porch, Roof

ELECTRICAL PLANS/ DETAILS

NOTES/ LEGEND/ KEY

Foundation & 1st Floor Framing Plan

:l:

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DETAILS C::

5. Concrete: Q A. Concrete work shall conform to all provisions of ACI 301 "Specifications for Structural Concrete Schedules - Foundation 11st Floor Framing -for Buildings", latest editions FIGURED DIMENSIONS TAKE PRECEDENCE � B. Additionally, the concrete shall conform to all provisions of the following publications: OVER SCALED DIMENSIONS Ct'.'.

A ACI 305 "Recommended Practice for Hot Weather Concreting". s H E E T T I T L E W B. ACI 306 "Recommended Practice for Cold Weather Concreting". W

C. All concrete unless noted otheiwise, shall be stone aggregate (maximum 1 ") concrete having a z minimum compressive strength of 3000 PSI at 28 days. All concrete exposed to weather shall F1 FOUNDATION & FIRST FLOOR FRAMING � have air entrainment of approximately 5%.

�- _ D. Maximum slump shall be 4" and shall be 3" for slabs on grade.

E. All concrete except footings, shall contain a water reducing admixture. s H E E T N u M B E R en F. No admixtures containing calcium chloride shall be permitted.

F 1 W

Naeem Akhter, P.E.

Consulting Structural Engineer

10404 W 154th, Overland Park, KS 66221