Amendment 4 Revisions 05.15.2020.pdf

AMENDMENT 4

ISSUE DATE: May 15, 2020

RE: Forest Lodge Three Building Historic Rehabilitation

CHANGES TO THE SPECIFICATIONS:

1. SECTION 02 8716.13 – EXCREMENT REMOVAL

a. Article 3.2 add paragraph D as follows:

“Remove bird excrement from Machine Shed and Main Lodge interior roof structure and any exterior Main Lodge structure requiring work.”

2. Add New SECTION 07 41113.13 – EXPOSED FASTENER PREFORMED ROOF PANELS

3. SECTION 07 7200 THERMAL INSULATION

a. 2.8.B: Add approved manufacturer/product “Demilec Heatlok HFO Pro.”

4. Add New SECTION 07 7253 - SNOW GUARDS

5. Section 26 43 05 SURGE SUPPRESSION

1. 2.01 SERVICE ENTRANCE, Replace G., 3., b. with the following:

b. 120/240 800 800 800.

CHANGES TO DRAWINGS:

1. SHEETS MS-A1.1 MACHINE SHED FLOOR PLAN and MS-A2.1 - MACHINE SHED EXTERIOR

ELEVATIONS generally includes:

a. Replaces existing painted metal roofing with new; makes miscellaneous exterior revisions and clarifications.

b. Changes overhead door size.

c. Changes attic insulation system

d. Revises attic access.

e. Adds snow guards to elevations.

2. SHEET ML-S1.1 – MAIN LODGE FRAMING PLAN

a. New beams to have smooth finish with stain to closely match existing structure.

3. SHEET ML-S1.1 – MAIN LODGE FRAMING

a. Various revisions.

4. SHEET MS-S1.1 – MACHINE SHED FRAMING PLAN

a. Attic access door framing.

b. Finish new and repaired exterior wood with one coat of Cabot Semi-Transparent #300 Series Oil-

Based Stain.

5. SHEET S0.1 – GENERAL STRUCTURAL NOTES

a. STRUCTURAL SHEET INDEX updated.

6. SHEET E2.2 - ELECTRICAL SCHEDULES

a. Light Fixture Type F4 shall be equal to a 4’ lensed strip light by Columbia #CSL4-4040.

Forest Lodge Three Building Historic Rehabilitation May 15, 2020 Amendment 4 Page 2

ATTACHMENTS:

Specifications Section: 07 41113.13 – EXPOSED FASTENER PREFORMED ROOF PANELS Section: 07 7253 - SNOW GUARDS.

Drawing Sheets:

MS-A1.1, MS-A2.1

ML-S1.1, MS-S1.1, S0.1

END OF ADDENDUM

Dimension IV – Madison, LLC 6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719

FOREST LODGE THREE BUILDING HISTORIC REHABILITATION PREFORMED ROOF PANELS

Project No. 19042 07 4113.13 -1

SECTION 074113.13 - EXPOSED FASTENER PREFORMED ROOF PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers the pre-finished, pre-fabricated exposed fastener metal roof system. All metal trim, accessories, fasteners, insulation and sealants indicated on the drawings as part of this section.

B. Drawings and general provisions of the Contract, including general and Supplementary Conditions and Division 01 Specifications, apply to this section.

1.2 DEFINITIONS

A. Metal Roof/Wall Panel Assembly: Metal roof/ panels, attachment system components, miscellaneous metal framing, thermal, and accessories necessary for a complete weathertight roofing system.

B. References:

1. American Society for Testing and Materials (ASTM)

a. ASTM A 653: Steel Sheet, Zinc Coated by the Hot Dip Process

b. ASTM A 792: Steel Sheet, Aluminum-Zinc Alloy Coated by the Hot Dip Process

c. ASTM B 209: Aluminum and Aluminum Alloy Sheet and Plate

d. ASTM B370 Standard Specification for Copper Sheet and Strip for Building Construction

2. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

a. SMACNA Architectural Sheet Metal Manual, 1993 edition

3. American Iron and Steel Institute (AISI)

a. AISI Cold Formed Steel Design Manual

4. Aluminum Association

a. Aluminum Design Manual

5. Metal Construction Association

a. Preformed Metal Wall Guidelines

6. Code References

a. ASCE, Minimum Loads for Buildings and Other Structures

b. BOCA National Building Codes

c. UBC Uniform Building Code

d. SBC Standard Building Code

1.4 QUALITY ASSURANCE

A. Petersen Aluminum Corp, Elk Grove Village, IL, 800-323-1960 products establish a minimum of quality required.

B. Manufacturer and erector shall demonstrate experience of a minimum of five (5) years in this type of project.

C. Panels shall be factory-produced only. No portable, installer-owned or installer-rented machines will be permitted.

1.5 SUBSTITUTIONS

A. The material, products and equipment specified in this section establish a standard for required function, dimension, appearance and quality to be met by any proposed substitution.

B. Manufacturers listed in this section are prequalified manufacturers. Substitution of manufacturer's products for those specified shall not be allowed at any time during construction.

1.6 SYSTEM DESCRIPTION

A. Material to comply with:

1. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated by the Hot-Dip Process

Project No. 19042 07 4113.13 -2

1.7 ROOF SYSTEM PERFORMANCE TESTING

A. General Performance: Metal roof/wall panels shall comply with performance requirements without failure due to defective manufacture, fabrication, installation or other defects in construction.

B. Roof System shall be designed to meet Standard Building Code Wind Load requirements.

C. Panels to meet:

1. Roof/Wall System shall be designed to meet applicable Local Building Code and the System shall have tested by the Manufacturer per ASTM E-1592 and have the applicable Load Tables published from this testing for loads.

1.8 WARRANTIES

A. Finish warranty: Manufacturer's standard form in which manufacturer agrees to repair finish or replace standing seam metal roof panels that show evidence of deterioration of factory-applied finish within specified warranty period.

1. Exposed Panels Finish - deterioration includes the following:

a. Color fading more than 5 hunter units when tested according to ASTM D 2244

b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214

c. Cracking, checking, peeling or failure of a paint to adhere to a bare metal.

2. Warranty Period: 20 Years from the date of substantial completion B. Applicator shall furnish written warranty for a two (2) year period from date of substantial completion of building covering repairs required to maintain roof and flashings in watertight condition.

1.9 SUBMITTALS

A. Furnish detailed drawings showing profile and gauge of exterior sheets, location and type of fasteners, location, gauges, shape and method of attachment of all trim locations and types of sealants, and any other details as may be required for a weather-tight installation.

B. Provide finish samples of all colors specified.

C. Shop drawings: Show fabrication and installation layouts of metal roof panels, metal wall panels or metal soffit panels, details of edge conditions, side-seam joints, panel profiles, corners, anchorages, trim, flashings, closures and accessories, and special details. Distinguish between factory and field-assembled work

D. Coordination Drawings: Roof plans, drawn to scale, on which the following are shown and coordinated with each other, based on input from installer of the items involved:

1. Roof panels and attachments

2. Wood framing, bracings and supports

3. Roof-mounted items including snow guards.

1.10 DELIVERY, STORAGE AND HANDLING

A. Ordering: Comply with manufacturer's ordering instruction and lead time requirements to avoid construction delays.

B. Deliver components, sheets, metal roof/wall panels and other manufactured items so as not to be damaged or deformed. Package metal roof/wall panels for protection during transportation and handling.

C. Unload, store and erect metal roof/wall panels in a manner to prevent bending, warping, twisting and surface damage.

D. Stack metal roof panels on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal roof/wall panels to ensure dryness. Do not store metal roof panels in contact with other materials that might cause staining, denting or other surface damage.

E. Protect strippable protective coating on any metal coated product from exposure to sunlight and high humidity, except to the extent necessary for material installation.

1.11 PROJECT CONDITIONS

A. Weather Limitations: proceed with installation only when existing and forecasted weather conditions permit metal roof panel work to be performed.

Project No. 19042 07 4113.13 -3

B. Field Measurements: Verify actual dimensions of construction contiguous with metal roof panels by field measurements before fabrication.

1.12 COORDINATION

A. Coordinate sizes and locations of roof curbs, equipment supports and roof penetrations with actual equipment provided.

B. Coordinate metal roof panels with rain drainage work, flashing, trim and construction of decks, parapet walls and other adjoining work to provide a leakproof, secure and noncorrosive installation.

PART 2 - PRODUCTS

2.1 PANEL DESIGN

A. General: Provide factory-formed, prefinished, lappable exposed fastener, structural ribbed metal roof/wall panel system, that has been pretested and certified by manufacturer to comply with specified requirements under installed conditions.

B. Roof panels shall be exposed fastener R-36 Panels with 1 1/4" deep profile ribs, 12" on center, total coverage of Roof/Wall panels when installed shall be 36" coverage.

C. Structural Requirements: Engineer panels for structural properties in accordance with latest edition of American Iron and Steel Institute's Cold Formed Steel Design Manual using effective width concept and Aluminum Associations Aluminum Design Manual.

D. Forming: Use continuous end rolling method. No end laps on panels. No portable roll-forming machines will be permitted on this project, no installer-owned or installer-rented machines will be permitted. It is the intent of the Architect to provide Factory-Manufactured panel systems only for this project.

E. Panels shall be directly fastened to the substrate.

F. The panel shall have an overlapping sidelap feature.

2.2 ACCEPTABLE MANUFACTURERS

A. This project is detailed around the roofing product of Petersen Aluminum Corporation Petersen Aluminum Corp, Elk Grove Village, IL, 800-323-1960, R-36 Panel.

B. Equivalent products by:

1. AEP SPAN; A Bluescope Steel Company

2. Berridge Manufacturing Corporation.

3. Firestone Metal Products

4. Metal Sales Manufacturing Corporation.

2.3 MATERIALS AND FINISHES

A. Preformed roofing panels shall be fabricated of 22 GA Steel

B. Color to be selected by COR from standard color palette.

C. Texture: Panel shall be smooth.

D. Finish shall be Kynar 500 or Hylar 5000 Fluorocarbon coating with a top side film thickness of 0.70 to 0.90 mil over a

0.25 to 0.3 mil prime coat to provide a total dry film thickness of 0.95 to 1.25 mil, to meet AAMA 621. Bottom side shall be coated with a primer with a dry film thickness of 0.25 mil. Finish shall conform to all tests for adhesions, flexibility and longevity as specified by Kynar 500 or Hylar 5000 finish supplier.

E. If Strippable coating to be applied on the pre-finished panels to the top side to protect the finish during fabrication, shipping and handling, film shall be removed before installation.

F. Trim: Trim shall be fabricated of the same material and finish to match the profile, and will be press broken in lengths of 10 to 12 feet. Trim shall be formed only by the manufacturer of their approved dealer. Trim to be erected in overlapped condition. Use lap strips only as indicated on drawings. Miter conditions shall be factory welded material to match the sheeting. Trim to be fabricated in accordance with standard SMACNA procedure and details.

Project No. 19042 07 4113.13 -4

G. Closures: shall be pre-molded polyethylene to match the profile of the exposed fastener panel and shall be in lengths as supplied by the panel manufacturer.

H. Accessories/Fasteners: Fasteners shall be of type, material, size, corrosion resistance, holding power and other properties required to fasten miscellaneous framing members to substrates. Accessories and their fasteners shall be capable of resisting the specified design wind uplift forces and shall allow for thermal movement of the roof panel system. Exposed fasteners shall not restrict free movement of the roof panel system resulting from thermal forces, except at designed points of roof panel fixity

1. Fasteners shall have combination steel and EPDM washers

2. Screws for panel to girt/purlins shall be sufficient to penetrate the supporting member by 1". All fasteners shall be applied in accordance with the fastening schedule as provided by panel manufacturer.

3. Screws for flashings and sidelaps shall be #14 HHA x 3/4" sheet metal stitch screws. All accessories, flashings and sidelaps shall be fastened 12" OC.

I. Substrate shall be wood purlins J. Caulking: Shall be a polyurethane where it is exposed and there is no thermal movement. All caulking and sealing shall be done in a neat manner with excess caulking or sealant removed from exposed surfaces.

K. Caulking shall be non-skinning, non-hardening gun grade butyl sealant or butyl sealant tape with a minimum thickness of 1/4" where it is concealed and where thermal movement must be accommodated. All caulking or sealing shall be done in a neat manner with excess caulking or sealant removed from exposed surfaces.

2.4 FABRICATION

A. Comply with dimensions, profile limitations, gauges and fabrication details shown and if not shown, provide manufacturer's standard product fabrication.

B. Fabricate components of the system in factory, ready for field assembly.

C. Fabricate components and assemble units to comply with fire performance requirements specified.

D. Apply specified finishes in conformance with manufacturer's standard, and according to manufacturer's instructions.

E. Panels are lappable. It is recommended that individual aluminum roof panels not exceed 16' in length and steel roof panels not exceed 32' in length for thermal movement reasons.

F. Panels shall be roll formed on a stationary industrial type rolling mill to gradually shape the sheet metal. Portable roll-formers rented or owned by the installer, are not acceptable.

PART 3 - EXECUTION

3.1 INSPECTION

A. Examine alignment of structural steel and related supports, primary and secondary roof framing, solid roof sheathing, prior to installation. Components should comply with shop drawings and be smooth, even, sound and free of depressions.

B. For the record, prepare written report, endorsed by installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 FASTENERS

A. Secure units to supports B. Place fasteners as indicated in manufacturer's standards.

3.3 INSTALLATION

A. Panels shall be installed plumb and true in a proper alignment and in relation to the structural framing. The erector must have at least five years successful experience with similar applications.

B. Install metal panels, fasteners, trim and related sealants in accordance with approved shop drawings and as may be required for a weather-tight installation. Conform to standards set forth in SMACNA architectural sheet metal manuals and approved shop drawings for this project.

C. Remove all strippable coating and provide a dry-wipe down cleaning of the panels as they are erected.

Project No. 19042 07 4113.13 -5

D. Install panel system so it is watertight, without waves, warps, buckles or distortions, and allow for thermal movement considerations.

E. Abrasive devices shall not be used to cut on or near roof or wall panel system.

F. Apply sealant tape or caulking as necessary at flashing and panel joints to prevent water penetration.

G. Remove any strippable film immediately upon exposure to direct sunlight.

A. Upon determination of responsibility, repair or replace damaged metal panels and trim to the satisfaction of the

Architect and Owner.

END OF SECTION

FOREST LODGE THREE BUILDING HISTORIC REHABILIATION SNOW GUARDS

Project No. 19042 07 7253 - 1

SECTION 07 7253 – SNOW GUARDS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Snow guards for mechanical mounting.

1.2 DELIVERY, STORAGE AND HANDLING

A. Inspect materials at the time of receipt. Damaged goods once delivered are the responsibility of the Contractor and Owner.

B. Store products in manufacturer’s unopened packaging or in a covered facility protected from the elements until ready for installation.

1.3 WARRANTY

A. The following warranty is made in lieu of all other warranties expressed or implied. Sno Shield warrants that the products it manufactures shall be free from material defects. Any goods proven to be defective due to materials will be replaced or purchase price refunded. In no event shall Sno Shiled Inc. be liable for incidental or consequential damages or misapplication of the product. The customer shall determine the suitability of the product for its intended use and assumes all risks of its use or handling, including proper installation of the product. A two (2) year workmanship warranty is to be provided by the Installer. Because the manufacturer has no control of workmanship, there is no warranty on screws, tapes, sealants, or adhesives sold or recommended.

There is no warranty on the installation or application of any Sno Shield, Inc. products. Any Sno Shield product warranty claim is limited solely to Sno Shield, Inc.

PART 2 - PRODUCTS

2.1 PRODUCTS

A. Basis-of-Design Product: Sno Shield™ S.S. Snow Rail and Deck Mount Brackets, manufactured by Sno Shield Inc.; 3968 E. Sunnyside Road, Building 3, Ammon, Idaho; (P) 888-976-6744; Email: info@snoshield.com ; Web-site: www.snoshield.com ; or approved equal.

2.2 SNOW FENCE/RAIL COMPONENTS

A. Steel (Powder Coated).

2.3 SYSTEM COMPONENTS

A. S.S. Sno Rail Deep Deck Double Rail

1. Dimensions: (W-Face x H-Face x L-Base): 1.4” x 6.25” x 3.6”. Deep Deck Double Rail Track

2. Dimensions: (Steel Thickness): .1875”, Deep Deck Double Rail.

3. Hole Diamater: (Width of hole for railing): .875”, Standard.

B. Accessories: Manufacturer’s standard mounting brackets, pipe collars and end caps.

C. Railing:

1. Material: (Steel) Standard.

mailto:info@snoshield.com http://www.snoshield.com/

FOREST LODGE THREE BUILDING HISTORIC REHABILIATION SNOW GUARDS

Project No. 19042 07 7253 - 2

2. Finish: Powder Coated.

3. O.D. Dimensions (.875”) Standard.

4. Material Thickness (Schedule 40): Standard.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prior to installation, inspect conditions to verify that surfaces are suitable for installation of S. S. Sno Rail and clean all surfaces to achieve best result.

B. Be careful in staging materials to not overload roof surfaces, always maintain a safe work zone as approved by OSHA or prevailing work safety standards.

C. Clean the designated area with isopropyl alcohol (direct fastener application only) and allow to dry completely before installation.

3.2 INSTALLATION

A. Install system in accordance with manufacturer's installation instructions and approved architectural drawings.

B. Install brackets two feet O.C. or as close as ribbing will allow within the specified layout. Fasten brackets to wood roof purlins below the metal roofing. Use a non-hardening roofing sealant (polyurethane or equal) to seal penetrations. It is easiest to place bracket in a generous bead of caulking sealant (try to match roof color when possible, or defer to clear when no color match is available).

END OF SECTION 07 7253

8x14 DF

8x14 DF

8x14 DF

8x14 DF 8x14 DF

8x14 DF

8x14 DF

8x14 DF 8x14 DF

8x14 DF

8x14 DF

8x14 DF 8x14 DF

8x14 DF

8x14 DF

8x14 DF 8x14 DF

8x14 DF

8x14 DF

8x14 DF 8x14 DF

8x14 DF

8x14 DF

8x14 DF

TYP

TYP

TYP

TYP

TYP 9

9 TYP

TYP

ML-S1.1

TYP

5' -0

4'

-9

1" 4'

-9

5' -0

PORCH FRAMING NOTES:

1) FIELD VERIFY ALL DIMENSIONS

2) ALL NEW COLUMNS HSS 3x3x1/4.

3) HSS BEAMS AND COLUMNS TO RECEIVE HIGH PERFORMANCE PRIMER:

PREP: SSPC-SP6/NACE 3 COMMERCIAL BLAST CLEANING WITH A MINIMUM ANGULAR ANCHOR PROFILE OF 1.5 MILS.

PRIMER AROMATIC URETHANE ZINC- RICH WITH A MINIMUM ZINC LOAD OF 83% AT 2.5-3.5 MILS DFT - TNEMEC OR

APPROVED EQUAL. APPLY PER MNFR'S RECOMMENDATIONS. TOUCH OP PRIMER AFTER FIELD WELDING PER

MNFR'S RECOMMENDATIONS

4) USE SIMPSON CPTZ66 COLUMN BASE TO TOP OF PLANTER WALL. MILL TOP OF WALL FLAT AT BEARING. CONFIRM SOUND WOOD AT BEARING LOCATIONS. REMOVE AND REPLACE LEAD LINING OF PLANTERS BETWEEN COLUMN LOCATIONS, AND INSTALL NEW LEAD FLASHING BETWEEN COLUMN AND BED TO MAINTAIN WATER TIGHT PLANTER BED.

5) CONFIRM INTEGRITY OF EXISTING ROOF SHEATHING AND RE-USE OR REPLACE AS NECESSARY. IF BOARD

SHEATHING IS USED, PROVIDE 1/2" CDX PLYWOOD OVER BOARD SHEATHING FOR DIAPHRAGM.

6) REMOVE AND RE-BUILD PORCH SCREEN WALLS WITH MATERIALS SIM TO EXISTING.

FV

7'-4"

FV

6'-4"

FV

7'-4"

2'-10" FV

CENTER TO CENTER WALL

21'-0" FV

2'-10" FV

F V

2' -8

F V

9' -4

/2

8" F

V

ML-S1.1

HSS4X4X1/4

HSS6X6X3/8

HS

S5

X3 X3

/1

HS

S5

X3 X3

/1

HSS6X6X3/8

HSS5X5X5/16

HSS5X4X3/16

ML-S1.1

EXISTING ROOF

ML-S1.1

9 9

1. SEE SHEETS S0.1 AND S0.2 FOR GENERAL NOTES.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, MEMBER SIZES, MEMBER MATERIALS, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL MEMBER

SIZES AND DIMENSIONS SHOWN ON THE CONTRACT STRUCTURAL DRAWINGS ARE INTENDED AS

GUIDELINES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR.

3. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY CONDIITONS THAT

DIFFER FROM THOSE INDICATED ON THE STRUCTURAL DRAWINGS.

4. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE, THE

CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESS OF

CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO MAINTAIN THE INTEGRITY

OF THE EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE WHERE THE EXISTING

STRUCTURE IS MODIFIED TO ACCOMODATE NEW CONSTRUCTION AND TO PROTECT FROM

DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN.

5. CONTRACTOR SHALL NOT CUT, CORE, DRILL, OR OTHERWISE ALTER THE EXISTING STRUCTURAL

ELEMENTS OTHER THAN THE MODIFICATIONS SHOWN IN THE CONTRACT STRUCTURAL DRAWINGS

WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD.

6. EXISTING RAFTERS MAY HAVE LONGITUDINAL CRACKS (PARALLEL TO THE RAFTER LENGTH) WITH

NO REMEDIAL ACTION REQUIRED. NOTIFY THE CONTRACTING OFFICER, ARCHITECT AND

STRUCTURAL ENGINEER OF ANY CRACKS IN MEMBERS PERPINDICULAR TO THEIR LENGTH.

EXISITNG WOOD FRAMING PLAN NOTES

SEE PLAN SEE PLAN SEE PLAN SEE PLAN

EXISTING RIDGE BEAM

EXISTING RAFTER

NEW SUPPORT BEAMS,

SEE PLAN

EXISTING LOG WALL

EXISTING ROOF

NOTCH WALL FOR NEW BEAM TO

LAND ON OR RUN THROUGH WALL. PROVIDE

CHINKING TO MATCH EXISTING AROUND OPENING

S3.1

FIELD CUT BIRDSMOUTH

IN NEW BEAMSS CONFORMING

TO RAFTER SHAPE

1' -2

2" M

A X

EXISTING RAFTER

EXISTING BEAM FV EXISTING BEAM FV EXISTING BEAM FV APPROX 2.5'" FV

APPROX 4' FV APPROX 9' FV

EXISTING ROOF

AND ROOF BEAMS

NEW HSS BEAM

SEE PLAN

1x CEDAR TRIM

HORIZ BOTTOM FACE OF HSS, TYP

13'-0" FV

REMOVE EXISTING

BEAM AT EXTERIOR WALL

AND REPLACE WITH HSS

SEE PLAN

EXISTING

LODGE ROOF

OVERHANG

EXISTING

LODGE WALL

2x CEDAR TRIM VERTICAL

FACE OF HSS TYP

NOTE: CEDAR TRIM FOR HSS BEAMS AND COLUMNS

STANDARD AND BETTER GRADE.

FASTEN WITH STAINLESS STEEL TRIM HEAD SCREWS

SIMPSON ABW66Z COL BASE, TYPICAL

FASTEN PER SIMPSON RECOMMENDATIONS

CUT FLOORING TO PLACE POST BASE

DIRECTLY ON LOG BEAM. FLATTEN BEAM

TOP TO INSTALL POST BASE AND BEAM BOTTOM

TO BEAR ON POST BELOW.

NEW COLUMN POST

SEE PLAN

NEW FOOTING SEE PLAN

EXISTING FLOOR AND

JOISTS

EXISTING LOG BEAM. REPLACE DETERIORIATED

LOGS WITH (2) 2X10 AT > 8 FT SPAN AND (2) 2X8 AT <

8 FT SPAN

SIMPSON SDWC 15600 EACH FACE

OF POST TO LOG BEAM

CENTER OF WALL ( NOT SHOWN )

SEE PLAN

CUT FLOORING TO PLACE POST BASE

DIRECTLY ON POST BELOW.

(2) 2X REPLACEMENT BEAM WHERE

EXISTING LOG BEAM IS DETERIORATED

SUPPORT FROM POST W/ SIMPSON HUS28-2

INSTALL PER MFR RECOMMENDATIONS

A

A

SECTION A-A AT REPLACEMENT BEAM

6x6 SPF POST

CENTER OF COLUMN

SEE PLAN

12D TOENAIL NEW BEAM TO PLATE

AT 12" O.C. BOTH SIDES

1/4 3

TYP MAIN BEAM TO

EDGE BEAM

EXISTING ROOF

NEW EDGE BEAM

SEE PLAN

EXISTING

EDGE BEAM

NEW CEDAR

TRIM

MAIN ROOF BEAM

SEE PLAN

1/4STEEL BEAM

SEE PLAN

STEEL COLUMN

SEE PLAN

SHIP 6" LONG

FIELD CUT TO FIT

SECTION A-A

A

A

EXIST. ROOF NOT SHOWN

1/2" x 6" x 6"

BASE PLATE

W/ (4) 5/16" DIA

HOLES FOR

(4) SIMPSON

SDS25300

STAINLESS

SCREWS

1/4

EXISTING

PLANTER WALL

PROJECT #

DATE OF ISSUE:

6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com

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FOREST LODGE

THREE BUILDING

HISTORIC

REHABILITATION

22230 GARMISCH ROAD,

CABLE, WI 54821

ML−S1.1

MAIN LODGE

FRAMING PLAN

190147

01/17/2020

SHEET KEYNOTES

2 FIELD VERIFY MINIMUM 4 1/2" DIA RAFTERS

4 EXISTING LOG RIDGE BEAM

8 NOTCH EXISTING LOG WALL FOR NEW RIDGE BEAM BEARING.

9 MIN (1) 6X6 SPF POST UNDER BEAM TYPICAL AT NON-LOG WALL. REMOVE AND RE-INSTALL

PANELING. REPLACE DAMAGED PANELING TO MATCH EXISTING. INSTALL MINIMUM 2'x 2' X

12" UNREINFORCED FOOTING DIRECTLY UNDER NEW COLUMNS WHICH ARE NOT

SUPPORTED BY EXISTING CONCRETE WALLS, AND PROVIDE 6X6 SPF POST AS INDICATED

BETWEEN FLOOR BEAM AND FOOTING IN CRAWLSPACE.

1/8" = 1'-0"ML-S1.1

1 ROOF FRAMING PLAN

3/8" = 1'-0"ML-S1.1

2 NEW BEAMS MAIN LODGE

100% - BID SET

1 AMENDMENT 4 05/15/2020

1/2" = 1'-0"ML-S1.1

4 SECTION AT PORCH ROOF

1" = 1'-0"ML-S1.1

5 COLUMN BEARING AT LODGE FLOOR

1 1/2" = 1'-0"ML-S1.1

3 SECTION AT PORCH EAVE

1" = 1'-0"ML-S1.1

6 HSS BEAM TO HSS COLUMN

T/ CONCRETE

1. SEE SHEETS S0.1 AND S0.2 FOR GENERAL NOTES.

2. THIS DRAWING IS FOR REINFORCING OF AN EXISTING WOOD FRAME POLE BUILDING.

3. SEE DETAILS FOR TYPICAL WOOD SHEAR WALLS.

MS-S1.1

WOOD FRAMING PLAN NOTES

HL10-3

1 2

A

B

W6U1

WOOD FRAMING LEGEND

WOOD FRAMING

WOOD

STUD WALL

GRID LINE

(CENTERLINE OF

STUD)

(FACE OF STUD OR

SHEATHING)

HEADER MARK,

SEE SCHED

WOOD SHEAR WALL,

SEE SCHED

H8-3

G7B2

P

SHEAR WALL

MARK,SEE

SCHED

SHEAR WALL,

SEE SCHED

PERFORATED SHEAR WALL REQD,

SEE ELEVATION AND SCHED

A T

S T

3.

(2

C S

TENSION STRAP

OR

ANCHOR TIEDOWN

SYSTEM, EACH

END OF SHEAR

WALL

SHEATHING

PANEL EDGE FASTENING

BLOCKED / UNBLOCKED

NUMBER OF SIDES SHEATHED

FTAO FORCE TRANSFER AROUND

OPENING SHEAR WALL

REQD, SEE ELEVATION AND

SCHED

# OF PLIES

NOMINAL DEPTH

LVL (IF SHOWN)

TYPICAL ALL 2X4 RAFTERS

EXTEND PAST SUPPORT MIN 12"

MS-S1.1

INSTALL TRIPLE 2X6

TO SUPPORT NEW AND

EXISTING TRUSSES BEARING

ON HEADERS, TYP

ANCHOR TO SLAB W/

SIMPSON DTT2Z AND

TITEN 12350HMG 1/2 X 3 1/2

CONCRETE SCREW

NEW 5/8" PLYWOOD INTERIOR

SHEATHING.

SEE ARCH FOR FIRE TREATMENT

23'-7"

7' -1

1/

4" 5'

-1

1/ 2"

9' -1

1/

2" 7'

-1

1/ 2"

7' -1

1/

4"

FIELD VERIFY ALL DIMENSIONS

PROVIDE (4) NEW PRESS PLATE ROOF TRUSSES

CAPABLE OF SUPPORTING

ENTIRE SPECIFIED DEAD AND SNOW LOADS

FOR THE SPANS AND SPACING

INDICATED.

ANCHOR TRUSS TO SUPPORT WITH

SIMPSON H6 ANCHOR EACH END

FRAME OUT ATTIC

ACCESS HATCH

W/ 2X6. SEE ARCH

FOR SIZE AND LOCATION

N O

R

TH

TYPICAL 6x6 WOOD PERIMETER

COLUMN

PANEL EDGE @ 6" OC AND

FIELD @ 12" OC

MIN 0.113 DIA x 2

HOT DIP GALVANIZED

5/8" WALL

SHEATHING,

SEE WALL

SHEATHING NOTES

EXISTING ENDWALL

FRAMING

EXISTING TRUSS

SUPPORTED BY

NOTCHED 6X6 COLUMN

NEW TRUSS

SISTER TO EXISTING

2x6 TRUSS SUPPORT JACK

NAILED TO COLUMN TO

SUPPORT NEW TRUSS, RUN TO

GROUND, MUST PROVIDE FULL

BEARING FOR NEW TRUSS, TYP

MS-S1.1

MS-S1.1

NEW 2x6 STUDS AT 16" OC

TYP

2'-0"

APPROX 24'-0" FIELD VERIFY

V

IF

.2

2X6 SPF #1/2 CEILING JOIST @ 24" OC,

W/ SIMPSON LUS26 TYPICAL

5/8" GYPSUM CEILING

NEW PRESS PLATE TRUSS.

SISTER TO EXISTING.

NEW TRUSS TO SUPPORT ALL

INDICATED LOADING NEGLECTING EXISTING

PLYWOOD GUSSET TRUSS CAPACITY

SISTER NEW 2X4 ATTACH EACH DOUBLE 2X4 TO

NEW TRUSS AND EXISTING ENDWALL

FRAMING WITH SIMPSON H2.5A

NAIL PLIES TOGETHER W/ 0.113" DIA x 3" @ 12" O.C.

ALTERNATE SIDES NAILS ARE FASTENED THROUGH

PROVIDE MINIMUM (1) 2X6 TO SUPPORT EACH TRUSS PLY

EXISTING METAL ROOF

FASTEN CHORD AND WEB MEMBERS OF

EXISTING TO NEW W/ SIMPSON

WSNTL3S AT 12" O.C. AT BOTTOM CHORD,

24 OC REMAINDER. FILL GAP BETWEEN EXISTING

PLYWOOD GUSSETS OSB OR PLYWOODNEW PLYWOOD SHEATHING

TOP PLATE

NEW WALL

STUDS REMOVE AND REINSTALL

EXISTING CONTINUOUS 2x

AT TOP OF POSTS IF NECESSARY

TO INSTALL WALL STUDS

EXISTING 2x6 WALL GIRTS

EXISTING METAL SIDING

NEW 2x6 STUDS AT 16" OC

ATTACH TO EXISTING 2X6 GIRTS

W/10d TOENAILS EACH GIRT

NEW PLYWOOD INTERIOR

SHEATHING SEE ARCH FOR FIRE

TREATMENT

REQUIREMENTSEXISTING 6x6 POST

NEW 2x6 JACK AT

NEW TRUSS LOCATIONS

FASTEN TO EXISTING 6x6 W/ (2) 12d NAILS AT 16" O.C.

NEW DOUBLE 2x6 AT

GARAGE DOOR

EXISTING 6x6 POST BEYOND

NEW INTERIOR PLYWOOD

SHEATHING

NEW 2X6 SPF #1/2 STUD FRAMING

NEW PRESERVATIVE TREATED

2X6 BOTTOM PLATE FULL

LENGTH BETWEEN 6x6 POSTS

EXISTING 2x6 GIRTS

EXISTING METAL SIDING

EXISTING THICKENED EDGE SLAB

ON GRADE

SIMPSON THD37350HMG AT 24" OC

W/ SIMPSON BPS-6 BEARING PLATE

PROJECT #

DATE OF ISSUE:

6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com

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FOREST LODGE

THREE BUILDING

HISTORIC

REHABILITATION

22230 GARMISCH ROAD,

CABLE, WI 54821

MS−S1.1

MACHINE SHED

FRAMING PLAN

190147

01/17/2020

SHEET KEYNOTES

3 SISTER NEW WOOD ROOF TRUSS TO EXISTING WOOD TRUSSES.

11 SISTER 2x4'S TO EXISTING WOOD PURLINS.

1/4" = 1'-0"MS-S1.1

1 ROOF FRAMING PLAN

3/8" = 1'-0"MS-S1.1

4 WALL ELEVATION FROM INSIDE OF MACHINE SHED

1/2" = 1'-0"MS-S1.1

2 MACHINE SHED TRUSS

1 1/2" = 1'-0"MS-S1.1

5 MACHINE SHED WALL CONSTRUCTION

1 1/2" = 1'-0"MS-S1.1

3 MACHINE SHED WALL BASE

100% - BID SET

1 AMENDMENT 4 05/15/2020

FD

24' - 2" VIF

V

IF

23' - 8" VIF

7' - 2" VIF5 1/2"7' - 6" VIF5 1/2"7' - 1" VIF

7'

V

IF

1/

2" 7'

V

IF

1/ 2"

9'

V

IF

1/

2" 5'

V

IF

1/ 2"

7'

V

IF

7' - 2" VIF5 1/2"7' - 6" VIF5 1/2"7' - 1" VIF

7'

V

IF

1/

2" 5'

V

IF

1/ 2"

9'

V

IF

1/

2"

7'

V

IF

1/

2" 7'

V

IF

MS-A2.1 A

MS-A2.1

C

MS-A2.1D

MS-A2.1

B

MACHINE SHED

STORAGE

100d

6U

TYP.

TYP.6

TYP.6

CATCH BASIN WITH

SEALED COVER, SEE MEP

A

MS-A1.1

100a

100b 100c

30" x 30" PRIMED STEEL

INSULATED ATTIC

ACCESS PANEL

6W

6W

6W

6W

SEE STRUCTURAL

FOR FRAMING

EXISTING RAFTERS AND TRUSSES WITH

NEW SISTER TRUSSES, SEE STRUCTURAL

MACHINE SHED

GYPSUM CEILING ON NEW JOISTS SHOWN

ON STRUCTURAL DRAWINGS

BLOWN INSULATION OVER 12" BATT = R 49

EXISTING

OVERHEAD DOOR TRACK AND OPENER

INSULATION BAFFLE

INSULATION BAFFLE

VENTED PAINTED

ALUMINUM SOFFIT -

PROVIDE END CLOSURES

VENTED PAINTED ALUMINUM

SOFFIT - PROVIDE END

CLOSURES

MACHINE SHED FIRST FLOOR

100' - 0"

MACHINE SHED TRUSS

BEARING

109' - 4 1/2"

NEW GYPSUM CEILING AT

BOTTOM OF TRUSS

EXISTING EXTERIOR WALL

SIDING TO REMAIN

NEW OVERHEAD DOOR TRACK AND OPENER

NEW EXTERIOR DOOR, SEE DOOR SCHEDULE

6U

EXISTING RAFTERS AND TRUSSES WITH

NEW SISTER TRUSSES, SEE STRUCTURAL

PROVIDE ROOFING MANUFACTURER'S STANDARD

MATCHING TRIM, CLOSURE STRIPS, RIDGE VENT AND

ACCESSORIES FOR A COMPLETE INSTALLATION.

5 1/2"5/8"

R = 106W

(MINIMUM R-10) CLOSED CELL

SPRAY FOAM INSULATION

SIDING FASTENED PER

MANUFACTURER

EXISTING 2x6 HORIZONTAL FURRING

(1) LAYER 5/8" PLYWOOD

SHEATHING, SEE STRUCTURAL

5/8"5 1/2"5/8"

6U

5/8" PLYWOOD

2x6 WOOD STUDS

AT 16" O.C.

CORRUGATED METAL SIDING

EXISTING 6x6 WOOD POSTS & NEW 6x6 WOOD FRAMING, SEE STRUCTURAL

(MINIMUM R-15) HIGH DENSITY

BATT INSULATION

FLOOR PLAN GENERAL NOTES

A. PROVIDE VERTICAL CONTROL JOINTS (CJ'S) WHERE STRUCTURAL

SYSTEMS CHANGE, LOCATIONS THAT ARE PRONE TO CRACKING

AND AS REQUIRED BY MANUFACTURES INSTALLATION

RECOMMENDATIONS.

B. VERIFY SIZE AND LOCATIONS OF ALL MECHANICAL OPENINGS.

GENERAL CONTRACTOR TO PAINT AND SEAL LOUVER PERIMETER,

TYPICAL.

C. GENERAL CONTRACTOR TO PROVIDE CONCRETE EQUIPMENT

PADS/CURBS AS REQUIRED FOR MECHANICAL/ELECTRICAL

EQUIPMENT. VERIFY SIZE/PROFILE/LOCATION WITH

PLUMBING/MECHANICAL/ELECTRICAL.

D. VERIFY ALL ACTUAL CHASE DIMENSIONS WITH HVAC CONTRACTOR.

E. ABA CLEARANCE CIRCLES AND BOXES SHOWN ON PLAN ARE FOR

INFORMATION PURPOSES ONLY.

F. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS

NOTED OTHERWISE.

G. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS SHOWN AND SHALL REPORT ALL DISCREPANCIES TO

THE ARCHITECT PRIOR TO COMMENCING WORK.

FLOOR PLAN KEYNOTES

1. LUMBER RACK TO BE REMOVED. COORDINATE SALVAGE WITH

OWNER.

2. NEW WALL TO BE PLACED WHERE EXISTING FRAMING STANDS.

REMOVE EXISTING FRAMING AND BUILD NEW WALL TO DECK.

3. REPLACE EXISTING DOOR, FRAME, AND HARDWARE. SEE DOOR

SCHEDULE.

4. EXISTING ROOF STRUCTURE TO REMAIN, TYP. SEE STRUCTURAL

DRAWINGS FOR REINFORCEMENT PLAN.

5. PATCH AND REPAIR EXISTING CONCRETE FLOOR AS NEEDED.

6. EXISTING COLUMNS TO REMAIN.

7. EXISTING FIRE EXTINGUISHER CABINET TO REMAIN.

8. REMOVE EXISTING ELECTRICAL PANEL. ADD NEW PANEL ON NEW

WALL FACE IN LOCATION INDICATED ONCE FURR WALL HAS BEEN

BUILT. SEE ELECTRICAL DRAWINGS.

9. REMOVE PORTION OF WALL AS INDICATED ON PLAN AT HEIGHT

REQUIRED FOR NEW HEADER WHERE APPLICABLE.

10. REMOVE EXISTING DOOR, FRAME, AND HARDWARE. SALVAGE

SIDING FROM DOOR FOR PATCH WORK. COORDINATE REMAINING

SALVAGE WITH COR.

11. REMOVE PORTION OF WALL AROUND EXISTING OPENING TO

ACCOMODATE NEW OVERHEAD DOOR AND HEADER, SEE DOOR

SCHEDULE.

12. EXISTING ELECTRICAL BOX. SEE ELECTRICAL DRAWINGS.

13. INFILL/PATCH OPENING WITH SALVAGED SIDING.

24' - 2" VIF

8'

9'

/4

V

IF

3'

4'

/4

V

IF

8'

V

IF

0"

V

IF

V

IF

23' - 8" VIF

7' - 2" VIF5 1/2"7' - 6" VIF5 1/2"7' - 1" VIF

7'

V

IF

1/

2" 7'

V

IF

1/ 2"

9'

V

IF

1/

2" 5'

V

IF

1/ 2"

7'

V

IF

7' - 2" VIF5 1/2"7' - 6" VIF5 1/2"7' - 1" VIF

7'

V

IF

1/

2" 5'

V

IF

1/ 2"

9'

V

IF

1/

2" 7'

V

IF

1/ 2"

7'

V

IF

MACHINE SHED

E100c

E100e

1/

2"

E100a

MACHINE SHED FIRST FLOOR

100' - 0"

SEE PLAN FOR WALL TYPES

GYPSUM WALLBOARD CEILING AT BOTTOM

OF TRUSS

EXISTING AND NEW SISTER TRUSSES, SEE

STRUCTURAL

REPLACE BASE STRUCTURAL MEMBER WITH

TREATED LUMBER WHERE SIGNS OF ROT ARE

PRESENT

ADD METAL CLOSURE STRIP TO MATCH

EXISTING SIDING PROFILE AROUND PERIMETER

SPRAY ON GREAT STUFF PESTBLOCK OR EQUAL

TO FILL ANY REMAINING GAPS AT BASE OF WALL

NEW WOOD JOISTS - SEE STRUCTURAL

REPLACE EXISTING METAL ROOF

VENTED PAINTED ALUMINUM

SOFFIT - PROVIDE END CLOSURES

BLOWN INSULATION OVER 12" BATT = R 49

INSULATION BAFFLE

METAL TRIM

NEW PRESSURE TREATED PLATE BOLTED

TO SLAB

RIDGE VENT

RIB METAL ROOFPUMBLING VENT

PROJECT #

DATE OF ISSUE:

6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com

100% − BID SET

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FOREST LODGE −

THREE BUILDING

HISTORIC

REHABILITATION

22230 GARMISCH ROAD,

CABLE, WI 54821

MS−A1.1

MACHINE SHED

FLOOR PLAN

19042

05/15/2020

3/16" = 1'-0"

FIRST FLOOR PLAN

1/4" = 1'-0"

BB

MACHINE SHED SECTION

PROJECT

NORTH

N0' 1' 2' 4'

0' 1' 2' 4'

1/4" = 1'-0"

AA

MACHINE SHED SECTION

0' 1' 2' 4'

1 1/2" = 1'-0"

TYPE 6 WALL TYPES - WOOD

4" 8"2"0'

3/16" = 1'-0"

DEMOLITION PLAN

PROJECT

NORTH

N0' 1' 2' 4'

3/4" = 1'-0" A

TYPICAL WALL SECTION

3/16" = 1'-0"

MACHINE SHED ROOF PLAN

PROJECT

NORTH

N0' 1' 2' 4'

3 Amendment 4 Date 3

3 AMENDMENT 4 05/15/2020

MACHINE SHED FIRST FLOOR

100' - 0"

MACHINE SHED TRUSS

BEARING

109' - 4 1/2"

EXISTING FEC TO REMAIN

DEMOLISH EXISTING WALL, DOOR, FRAME, ETC. TO ACCOMODATE NEW

DOOR, FRAME, AND HEADER. SALVAGE AND REUSE SIDING & ROOFING

AND REPLACE IN KIND AS NECESSARY. PATCH AND REPAINT AS

NEEDED.

NEW WORK NEW WORK EXISTING TO REMAINEXISTING NEW WORK EXISTING

DEMOLISH EXISTING WALL, DOOR, HEADER, AND

FRAME. SALVAGE AND REUSE SIDING & ROOFING

AND REPLACE IN KIND AS NECESSARY. PATCH WALL

AND REPAINT.

D O

O R

8'

EXISTING SLIDING DOOR

TRACK REMAINS.

RIDGE VENT

SNOW RAIL - EXTEND 1' BEYOND

DOOR OPENING

EXISTING SIDING ABOVE

DOOR CAN REMAIN

EXTEND SNOW RAIL 1'

BEYOND FIRE EXTINGUISHER

1/ 4"

/1 6"

EXISTING TO REMAIN

CONTINUOS RIDGE VENT

MACHINE SHED FIRST FLOOR

100' - 0"

MACHINE SHED TRUSS

BEARING

109' - 4 1/2"

EXISTING FIRE EXTINGUISHER

CABINET TO REMAIN

EXISTING TO REMAIN

CONTINUOS RIDGE VENT

EXISTING TO REMAINNEW WORKEXISTING TO REMAIN

INFILL OPENING WITH SALVAGED

SIDING/ROOFING

ROOFING MANUFACTURER'S

STANDARD RIDGE VENTREMOVE EXISTING METAL ROOF AND INSTALL NEW

SIMILAR METAL ROOF. SALVAGE GOOD EXISTING

PANELS FOR WALL INFILL AND PATCHING

D O

O R

8'

EXISTING SLIDING DOOR

TRACK REMAINS.

SNOW RAIL - EXTEND 1' BEYOND DOOR

OPENING IN EACH DIRECTON

EXISTING SIDING ABOVE

DOOR CAN REMAIN

ELEVATION LEGEND & NOTES

GENERAL NOTES

A. GENERAL CONTRACTOR TO COORDINATE ALL COLORS WITH

ARCHITECT AND OWNER.

SIDING

PM PRE-FINISHED METAL SIDING COLOR TO MATCH EXISTING

LEGEND

DEMOLISH TO REMOVE OR INSTALL NEW DOOR. SALVAGE AND

REINSTALL SIDING. PATCH, REPAIR, AND REPAINT TO MATCH

ADJACENT.

DOOR SCHEDULE GENERAL NOTES

A. HOLLOW METAL FRAME HEADS TO BE 2", U.N.O.

B. ALL SWING DOORS TO RECEIVE 1-1/2 PAIR OF HINGES (3 HINGES

TOTAL), U.N.O.

C. PROVIDE LEVER HANDLE LOCK/LATCH SETS AT ALL DOORS, U.N.O.

D. ALL FIRE DOORS ARE TO BE RATED ASSEMBLIES (DOOR AND

FRAME TOGETHER). PROVIDE ALL REQUIRED HARDWARE, SMOKE

SEALS, AND ACCESSORIES.

E. MEANS OF EGRESS DOORS: LATCHES DO NOT REQUIRE MORE

THAN 15 lbf TO RELEASE THE LATCH. LOCKS DO NOT REQUIRE USE

OF A KEY, TOOL OR SPECIAL KNOWLEDGE FOR OPERATION.

F. PROVIDE WEATHER STRIPPING FOR ALL NEW INTERIOR AND

EXTERIOR DOORS.

DOOR SCHEDULE LEGEND

SYMBOL ITEM DESCRIPTION

INS INSULATED

HM HOLLOW METAL

A

SINGLE

B

DOUBLE

PER DOOR SIZEPER DOOR SIZE

F

FLUSH

OH

SECTIONAL OVERHEAD

NG

NARROW GLAZED

8"

8"

1' - 0"

3'

PROJECT #

DATE OF ISSUE:

6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com

100% − BID SET

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FOREST LODGE −

THREE BUILDING

HISTORIC

REHABILITATION

22230 GARMISCH ROAD,

CABLE, WI 54821

MS−A2.1

MACHINE SHED

EXTERIOR

ELEVATIONS

19042

05/15/2020

1/4" = 1'-0" A

MACHINE SHED WEST ELEVATION

1/4" = 1'-0"

B

MACHINE SHED SOUTH ELEVATION

1/4" = 1'-0" C

MACHINE SHED NORTH ELEVATION

1/4" = 1'-0"

D

MACHINE SHED EAST ELEVATION

0' 1' 2' 4'0' 1' 2' 4'

0' 1' 2' 4'0' 1' 2' 4'

MACHINE SHED DOOR SCHEDULE

DOOR

NO.

ROOM

NAME TYPE

DOOR FRAME

HARDWARE COMMENTSW H T ELEV MATERIAL ELEV MATERIAL HEAD JAMB SILL

MACHINE SHED FIRST FLOOR

100a MACHINE SHED Single 3' - 0" 6' - 8" 1 3/4" NG HM, INS A HM, INS PAINT TO MATCH EXISTING, COORDINATE ALL COLORS WITH CONTRACTING OFFICER. PROVIDE

WEATHERSTRIPPING, THRESHOLD, ETC.

100b MACHINE SHED Overhead 9' - 0" 8' - 0" 2" OH HM, INS HM, INS PAINT TO MATCH EXISTING, COORDINATE ALL COLORS WITH CONTRACTING OFFICER. PROVIDE

WEATHERSTRIPPING.

100c MACHINE SHED Overhead 9' - 0" 8' - 0" 2" OH HM, INS HM, INS PAINT TO MATCH EXISTING, COORDINATE ALL COLORS WITH CONTRACTING OFFICER. PROVIDE

WEATHERSTRIPPING.

100d MACHINE SHED Double 6' - 0" 6' - 8" 1 1/2" F HM, INS B HM, INS PAINT TO MATCH EXISTING, COORDINATE ALL COLORS WITH CONTRACTING OFFICER. PROVIDE

WEATHERSTRIPPING, THRESHOLD, ETC.

1/4" = 1'-0"

MACHINE SHED DOOR FRAME & TYPE ELEVATIONS

3 Amendment 4 Date 3

AMENDMENT 4 05/15/2020

GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY REQUIREMENTS, PROGRAMS AND PRECAUTIONS.

2. THE ENGINEER OF RECORD HAS NO CONTROL OVER, OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES OF CONSTRUCTION NOR ANY RIGHT OR POWER TO STOP THE

WORK.

3. THE BUILDING STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE SYSTEM, AND HAS NOT BEEN ANALYZED NOR DESIGNED FOR STABILITY DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE TEMPORARY BRACING TO INSURE STABILITY DURING THE CONSTRUCTION PROCESS. ADDITIONALLY, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT

CONSTRUCTION LOADS DO NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING ELEMENTS.

4. THE CONTRACTOR IS REQUIRED TO COORDINATE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS, AND TO BRING ANY DISCREPANCIES, INTERFERENCES, DIMENSIONAL INCONSISTENCIES, OR CONCERNS ASSOCIATED WITH THIS COORDINATION

TO THE ARCHITECT AND ENGINEERS IMMEDIATELY.

5. DO NOT SCALE THE DRAWINGS.

6. DETAILS, SECTION CUTS AND NOTES INDICATED ON THESE DRAWINGS APPLY TO ALL SIMILAR CONDITIONS, WHETHER REPEATED OR NOT THROUGHOUT THE DRAWINGS.

7. INFORMATION CONTAINED ON THE STRUCTURAL DRAWINGS IS, IN ITSELF, INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL OF THE CONTRACT DOCUMENTS AND ALL SPECIFICATIONS, TRADE PRACTICES, APPLICABLE STANDARDS AND CODES INCORPORATED THEREIN BY REFERENCE.

8. THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED AND LIMITED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. ALL REPRODUCTION OR DISTRIBUTION IS EXPRESSLY LIMITED TO SUCH USE. ANY OTHER REPRODUCTION OR REUSE, IN WHOLE OR IN PART, FOR ANY OTHER PURPOSE IS PROHIBITED.

DESIGN LOADS

APPLICABLE DESIGN CODE AND REFERENCES

THE CODES AND STANDARDS LISTED HAVE BEEN USED FOR THE DESIGN OF THIS PROJECT.

ALL CONSTRUCTION, FABRICATION, AND MATERIALS SHALL CONFORM TO THESE CODES AND STANDARDS.

2015 INTERNATIONAL BUILDING CODE

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ACI 530-13 SPECIFICATION FOR MASONRY STRUCTURES

NDS-2012 AF&PA NATIONAL DESIGN SPEC FOR WOOD CONSTRUCTION

AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

AISC 341-10 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

BUILDING DESIGN CRITERIA

BUILDING RISK CATEGORY: II (SEE ASCE 7-10 TABLE 1.5-1)

BUILDING DESIGN LOADS AND DATA

DEAD LOADS

ROOF 18 PSF COW PALACE

18 PSF MAIN LODGE

12 PSF MACHINE SHED

(6 PSF TOP CHORD, 6 PSF BOTTOM)

LIVE LOADS

FLOORS 40 PSF

ROOF LIVE LOADS

TRIBUTARY. AREA < 200 SF 20 PSF

TRIBUTARY. AREA > 600 SF 12 PSF

ROOF LIVE LOADS FOR A MEMBER WITH TRIBUTARY BETWEEN 200 SF AND 600 SF MAY

BE DETERMINED USING LINEAR INTERPOLATION.

SNOW

GROUND SNOW (Pg) 60.0 PSF

SNOW IMPORTANCE FACTOR, (I) 1.0

EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.0 COW PALACE AND MAIN LODGE

1.1 MACHINE SHED

FLAT ROOF SNOW (Pf) 42.0 PSF COW PALACE AND MAIN LODGE

46.2 MACHINE SHED

SEE SNOW DRIFT SURCHARGE PLAN FOR ADDITIONAL SNOW LOADS REQUIRED

WIND DESIGN DATA

BASIC WIND SPEED 115 MPH

WIND IMPORTANCE FACTOR 1.0

DIRECTIONALITY FACTOR (Kd) 0.85 TOPOGRAPHY FACTOR (Kzt) 1.0

WIND EXPOSURE B

ENCLOSURE CLASSIFICATION ENCLOSED

INTERNAL PRESSURE COEFFICIENT +/- 0.18

SEISMIC DESIGN DATA

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE COEFFICIENT, Ss 0.041

MAPPED SPECTRAL RESPONSE COEFFICIENT, S1 0.018

SITE CLASSIFICATION D

SPECTRAL RESPONSE COEFFICIENT, Sds 0.043 SPECTRAL RESPONSE COEFFICIENT, Sd1 0.028

SEISMIC DESIGN CATEGORY A

SEISMIC BASE SHEAR 0.015W KIPS

RESPONSE COEFFICIENT, Cs 0.015

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SOIL DESIGN DATA

ALLOWABLE NET SOIL BEARING PRESSURE 1,500 PSF (ASSUMED)

ALLOWABLE DEFLECTION CRITERIA

ROOF L/360 LIVE; L/240 TOTAL

FLOOR L/480 LIVE; L/240 TOTAL

(WOOD TRUSSES OR I-JOISTS)

L/360 LIVE; L/240 OTHER (OTHER MEMBERS)

EXTERIOR WALLS L/240 WIND (WOOD SIDING / STEEL PANEL)

1. SEE SPECIFICATION DIVISION 03 FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

2. MATERIAL SPECIFICATIONS

FOOTINGS F’c = 4000 PSI @ 28 DAYS FOUNDATION WALLS F’c = 4000 PSI @ 28 DAYS SLAB ON GRADE F’c = 3000 PSI @ 28 DAYS CONCRETE NOT OTHERWISE NOTED F’c = 4000 PSI @ 28 DAYS MILD REINFORCING STEEL BARS Fy = 60 KSI; ASTM A615

FIBER REINFORCING FOR SLABS ASTM C1116

ANCHOR RODS SEE SCHEDULE

3. SUBMIT CONCRETE MIX DESIGNS, WITH REQUIRED BACKUP DATA, INCLUDING RECENT GRADATIONS FOR EACH AGGREGATE USED, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE, TO THE ARCHITECT AND ENGINEER FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL MIX DESIGN REQUIREMENTS. CONCRETE MIXES SUBMITTED SHALL BE DESIGNED TO BE PLACABLE FOR THE

TEMPERATURE CONDITIONS AT THE JOBSITE, AND BE ABLE TO BE PLACED AND CONSOLIDATED AROUND THE REINFORCING INDICATED ON THE PLANS. DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE.

4. PROVIDE AIR-ENTERTAINING IN CONCRETE AS INDICATED IN THE SPECIFICATIONS.

5. ALL CONCRETE SHALL BE NORMAL WEIGHT (APPROX. 145 PCF) UNO.

6. SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING, BENDING, AND PLACEMENT TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS

OF ALL CURBS, CONSTRUCTION JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENING, ETC.

7. THE MAXIMUM TOTAL AMOUNT OF WATER THAT MAY BE ADDED TO THE MIX AFTER BATCHING IS THE AMOUNT

INDICATED AS BEING WITHHELD ON THE BATCH TICKET FOR THE SPECIFIC BATCH.

8. SUBMIT ELECTRONIC COPIES OF ALL CONCRETE DELIVERY TICKETS WITHIN 5 DAYS OF PLACEMENT, INDICATING

THE FOLLOWING INFORMATION:

TIME AND NUMBER OF CUBIC YARDS BATCHED

THEORETICAL TARGET AND ACTUAL BATCH WEIGHTS OF EACH INGREDIENT

AMOUNT OF WATER WITHHELD

AMOUNT OF WATER ADDED AT JOBSITE

MIX DESIGN NUMBER

STRUCTURE BEING PLACED

LOCATION OF PLACEMENT

NUMBER OF REVOLUTIONS AT MIXING SPEED

TOTAL REVOLUTIONS AT COMPLETION OF DISCHARGE

TIME AT COMPLETION OF DISCHARGE

SLUMP AND AIR CONTENT, IF TESTED

TEMPERATURE OF AIR AND CONCRETE

SAMPLE NUMBERS OF CYLINDERS MADE FROM LOAD

9. DETAIL, FABRICATE, SUPPORT, AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 “DETAILS AND DETAILING OF CONCRETE REINFORCEMENT” AND ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”. FIELD BENDING OF REINFORCING BARS IS NOT PERMITTED EXCEPT WHERE

INDICATED ON THE STRUCTURAL DRAWINGS.

10. COVERAGE FOR REINFORCEMENT SHALL NOT BE NOT LESS THAN:

11. SEE DETAIL FOR CLASS B TENSION CONTACT LAP SPLICE LENGTHS.

STAGGER ADJACENT LAPS 3’ – 0” UNO.

12. PROVIDE (2) # 5 BARS DIAGONAL AT CORNERS OF OPENINGS AND AT RE-ENTRANT CORNERS.

PROVIDE (2) # 5 BARS AROUND THE PERIMETER OF OPENINGS WITH SIDES EXCEEDING 18 INCHES IN LENGTH.

13. WELDING OF GRADE A615 REINFORCING BARS IS NOT PERMITTED.

14. COORDINATE LOCATION OF ALL CONSTRUCTION JOINTS WITH ENGINEER PRIOR TO COMMENCEMENT OF CONCRETE WORK. EXTERIOR BASEMENT WALLS AND RETAINING WALLS SHALL HAVE VERTICAL CONTROL JOINTS SPACED NOT FARTHER THAN 30’-0” ON CENTER. CONSTRUCTION JOINTS SHALL BE LOCATED TO

COINCIDE WITH CONTROL JOINT LOCATIONS.

15. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.

16. UNLESS NOTED OTHERWISE, PROVIDE DOWELS TO MATCH MAIN REINFORCEMENT SIZE AND SPACING.

PROVIDE TENSION LAP SPLICE UNLESS NOTED OTHERWISE.

17. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR CURBS, PADS, DEPRESSIONS, WALL/SLAB OPENINGS, REVEALS, REGLETS, DRIPS, SPECIAL FLOOR FINISHES, AND OTHER

REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

18. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE.

20. REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND TO ACI 306 FOR

REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.

CAST IN PLACE CONCRETE NOTES

S0.1

CONDITION COVER

CONCRETE CAST AGAINST AND 3"

PERMANENTLY EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

#5 BARS AND SMALLER 1-1/2"

#6 THROUGH #18 BARS 2"

CONCRETE NOT EXPOSED TO WEATHER OR

IN CONTACT WITH GROUND

SLABS, WALLS, & JOISTS

#14 AND #18 BARS 1-1/2"

#11 BARS AND SMALLER 3/4"

BEAMS AND COLUMNS

PRIMARY REINFORCEMENT, TIES, & SPIRALS 1-1/2"

1. THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED BEARING CAPACITY. THE

ASSUMED SOIL BEARING CAPACITY SHALL BE CONFIRMED IN THE FIELD PRIOR TO PLACEMENT

OF FOUNDATIONS.

2. GEOTECHNICAL CONSULTANT MUST REVIEW AND APPROVE ALL FINISHED

EXCAVATIONS AND BEARING SUBGRADES BEFORE PLACING CONCRETE. PROVIDE ADDITIONAL

EXCAVATION AS NECESSARY TO ACHIEVE THE REQUIRED BEARING CAPACITY.

3. SEE SITE PLAN FOR ELEVATION DATUM EQUAL TO FIRST FLOOR TOP OF CONCRETE (ELEVATION 100'-0).

4. DO NOT UNDERMINE EITHER NEW OR EXISTING CONSTRUCTION.

5. BEAR ALL FOOTINGS ON UNDISTURBED SOIL OR COMPACTED FILLS HAVING A MINIMUM NET ALLOWABLE

BEARING CAPACITY INDICATED IN SOIL DESIGN DATA.

6. CLEAN REINFORCEMENT IMMEDIATELY PRIOR TO PLACING CONCRETE.

7. DO NOT PLACE CONCRETE IN ANY EXCAVATION CONTAINING FREE WATER, FROST, ICE OR FROZEN MATERIALS. PREVENT FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE, BOTH BEFORE AND AFTER CONCRETE PLACEMENT AND UNTIL FOOTINGS OR SUBGRADES ARE FULLY PROTECTED

BY THE PERMANENT BUILDING STRUCTURE.

8. PLACE THE CONCRETE FOR EACH FOOTING IN ONE CONTINUOUS POUR.

9. BRACE FOUNDATION WALLS AND GRADE BEAMS DURING THE OPERATION OF BACKFILLING AND COMPACTION.

FOUNDATION NOTES

COMPONENTS & CLADDING WIND DESIGN PRESSURES

TRIBUTARY AREA = 10 SF NEGATIVE (PSF)

ZONE 1

TRIBUTARY AREA = 100 SF POSITIVE (PSF) NEGATIVE (PSF) R

O

O F

S

TRIBUTARY AREA = 10 SF POSITIVE (PSF) NEGATIVE (PSF)

TRIBUTARY AREA = 500 SF POSITIVE (PSF) NEGATIVE (PSF) W

A

L L

S

POSITIVE (PSF)

-21.816.0

ZONE 2

ZONE 3

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

ZONE 4

ZONE 5

TRIBUTARY AREA = 10 SF POSITIVE (PSF) NEGATIVE (PSF)

TRIBUTARY AREA = 500 SF POSITIVE (PSF) NEGATIVE (PSF)

O V

E R

H A

N G

S

ZONE 2

ZONE 3

ZONE 2

ZONE 3

-37.916.0

-56.016.0

-19.816.0

-27.816.0

-44.016.0

-25.823.8

-31.923.8

-19.817.7

-19.817.7

-44.416.0

-74.616.0

-44.416.0

-50.416.0

NOTE: ALL PRESSURES ARE ULTIMATE, MULTIPLY BY 0.6 FOR SERVICE

LE

N

G T

H

D E

V E

LO

P

M E

N T

EXTENSION

Ld h

NOTES:

1. TOP BARS ARE DEFINES AT HORIZONTAL BARS WITH MORE THAN 12" OF

CONCRETE BELOW.

2. TABLE VALUES BASED ON 1 1/2" CLEAR COVER AND MINIMUM CENTER TO

CENTER BAR SPACING OF 6".

3. SPLICE LENGTH SHALL BE BASED ON LARGER BAR BEING SPLICED.

4. HOOKED BAR EXTENSION = MIN. BEND DIAMETER + 12db

5. MIN. BEND DIAMETER = 6db FOR #3 - #8 (8db FOR #9 - #11)

6. HOOKED BAR DEVELOPMENT LENGTHS, Ldh, ASSUME

a) SIDE COVER ≥ 2 1/2" AND

b) COVER AT END OF EXTENSION ≥ 2"

BAR SIZE STANDARD TOP BAR

12" 12"

16" 20"

19" 24"

23" 29"

37" 48"

4,000 PSI CONCRETE

61"

75"

91"

109"

6"

7"

9"

10"

12"

14"

15"

17"

19"

#3

#4

#5

#6

#7

#8

#9

#10

#11

STD HOOK

DEVELOPMENT

LENGTH, Ldh

DEVELOPMENT LENGTHS

16" 16"

STANDARD TOP BAR

CLASS "B" TENSION

LAP SPLICE LENGTHS

12"

15"

18"

29"

36"

44"

54"

65"

15"

19"

23"

37"

47"

57"

70"

84"

47"

57"

70"

84"

LE

N

G T

H

LA

P

1. PREPARE SUBGRADE AS INDICATED IN SOIL REPORT. AT A MINIMUM, PROOF ROLL AND REMOVE ALL SOFT AREAS

AND REPLACE WITH COMPATIBLE FILL.

2. SEE SPECIFICATIONS FOR SLAB ON GRADE VAPOR BARRIER, IF REQUIRED.

3. UNDER SLAB GRANULAR FILL PER GEOTECHNICAL REPORT.

4. SAWCUT SLABS ON GRADE AT A MAXIMUM SPACING OF 24 TO 36 TIMES THE SLAB THICKNESS, WITH A PANEL WIDTH TO LENGTH RATIO NOT TO EXCEED 1.5. START SAWCUTTING WITH EARLY ENTRY SAW AS SOON AS THE CONCRETE WILL SUPPORT THE WEIGHT OF THE SAW AND OPERATOR AND NOT RAVEL EDGES OR DISLODGE AGGREGATE, BUT IN NO CASE MORE THAN 6 HOURS AFTER THE SLAB IS PLACED. INSTALLATION OF JOINTS DOES

NOT IMPLY ANY WARRANTY AGAINST THE OCCURRENCE OF SHRINKAGE CRACKS.

5. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF SLAB DEPRESSIONS.

6. SLAB ON GRADE REQUIRES FIBER REINFORCING. SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS AND

MINIMUM QUANTITIES.

7. SLAB ON GRADE THICKNESS, ELEVATION AND FLATNESS / LEVELNESS TOLERANCES:

THICKNESS: PLUS ½ INCHES; MINUS 0 INCHES

ELEVATION: SEE SPECIFICATIONS

FLATNESS / LEVELNESS: SEE SPECIFICATIONS

8. IN AREAS REQUIRING ADHERED FLOORING, DO NOT HARD TROWEL FINISH THE CONCRETE SLAB UNLESS INDICATED ON THE PLANS. CONCRETE IN THESE AREAS SHOULD HAVE AN OPEN PORE STRUCTURE WHEN FINISHED TO FACILITATE SLAB

DRYING, AND FLOORING ADHESION.

9. WET CURE SLAB UNLESS NOTED OTHERWISE ON DRAWINGS.

SLAB ON GRADE NOTES

ANCHORAGE TO CONCRETE & MASONRY

CONCRETE MASONRY

SOLID

CONCRETE

HOLLOW

CORE PLANK

GROUT

FILLED CMU

HOLLOW

CMU

ANCHOR

TYPE

ADHESIVE W/

THREADED

ROD

EXPANSION

ANCHOR

HEAVY DUTY

SCREW

ANCHOR

HILTI-HY 200

W/ HAS-E

THREADED ROD

HILTI-HY 70

W/ HAS-E ROD

& MESH SLEEVE

HILTI-HY 70 W/

HAS-E

THREADED

ROD

HILTI-HY 70 W/

HAS-E ROD IN

HIT-SC SLEEVE

OR HIT-IC INSERT

HILTI KWIK

BOLT TZ N/A N/A

HILTI KWIK

BOLT TZ

SIMPSON

TITEN HD

OR

HILTI KWIK HUS

N/A SIMPSON

TITEN HD

LIGHT DUTY

SCREW

ANCHOR

SIMPSON

TITEN

SIMPSON

TITEN

SIMPSON

TITEN

SIMPSON

TITEN

ADHESIVE

W/ REBAR

HILTI HIT-RE V3

ADHESIVE W/ GR.

60 REBAR

N/A N/A N/A

POWDER

ACTUATED

FASTENERS

SIMPSON PD

OR

HILTI X-U

N/A N/A

NOTES:

1. THE ABOVE CHART INDICATES BASIS…