Each bidder shall acknowledge receipt of this addendum on the proposal form where indicated.

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________________________________________________________________________________________________________ 231 Main Street, Biddeford, Maine 04005 TEL 207.283.0193 FAX 207.283.4283 www.oakpoint.com

ADDENDUM NO. 2

Date: April 20, 2020

Project: Enrollment & Advancement Center The University of Maine at Fort Kent Fort Kent, Maine

This addendum is issued prior to receipt of the bids and does hereby become a part of the contract documents, and in case of conflict, it shall supersede original project manual and drawings.

Each bidder shall be responsible for issuing information contained herein to sub-contractors and suppliers to ensure that their proposal covers all work required by the contract documents including this addendum.

Each bidder shall acknowledge receipt of this addendum on the proposal form where indicated.

GENERAL

None

SPECIFICATIONS

SPECIFICATION SECTION 00 11 13 "ADVERTISEMENT FOR BIDS"

1. DELETE Specification 00 11 13 in its entirety and REPLACE with attached Specification 00 11 13. SPECIFICATION SECTION 061200 "MANUFACTURED STRUCTURAL INSULATED ROOF PANELS"

1. Paragraph 2.2 B: Minimum Thickness: DELETE “15/32 inch.” and REPLACE with “As required for structural performance.”

DRAWINGS

DRAWING G-101

1. DELETE Sheet G-101 in its entirety and REPLACE with attached Sheet G-101.

a. Revise wall in between toilet 126, marketing & development 124, great room 101, development 105, corridor 112, and closet 125 to a one-hour fire rated wall. DRAWING C-502

1. DELETE Sheet C-502 in its entirety and REPLACE with attached Sheet CB-502. a. 5/C-502: Add reference to sheet SB101.

DRAWING C-503

1. DELETE Sheet C-503 in its entirety and REPLACE with attached Sheet C-503. a. 5/C-503: Add reference to sheet SB501.

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Addendum No. 2 • Enrollment & Advancement Center University of Maine at Fort Kent • Fort Kent, Maine April 20, 2020 • Page 2

b. 8/C-503: Add reference to sheet SB501.

c. 6/C-503: Changed “6” MIN” separation distance from bottom of tank to top of concrete pad to “24” MIN”.

DRAWING S-001

1. DELETE Sheet S-001 in its entirety and REPLACE with attached Sheet S-001.

a. CONCRETE notes: Add note 19, “19. PROVIDE CORNER REINFORCING BARS MATCHING WALL REINFORCING SIZE AT FOUNDATION WALLS, WITH LAP SPLICE TO MATCH LAP SPLICE SCHEDULE ON THIS SHEET.”

b. STRUCTURAL GLUED LAMINATED TIMBER notes: Add note 5, “5. EXTERIOR METAL PLATES, CONNECTORS AND FASTENERS SHALL BE GALVANIZED AND PAINTED.”. c. STRUCTURAL INSULATED PANELS notes: Note 1, Change “DIAPHRAGM FORCES INDICATED ON SHEET S-002.” to “DIAPHRAGM FORCES INDICATED IN NOTE 3.”. DRAWING S-003

1. DELETE Sheet S-003 in its entirety and REPLACE with attached Sheet S-003. a. 1/S-003: Change “CHIMNEY” to “CHIMNEY (BID ALT NO. 2)”. DRAWING S-004

1. DELETE Sheet S-004 in its entirety and REPLACE with attached Sheet S-004.

a. 1/S-004: Change “CHIMNEY” to “CHIMNEY (BID ALT NO. 2)”. b. 1/S-004: Add “ZONE 2” area to the west of the chimney. DRAWING SB101

1. DELETE Sheet SB101 in its entirety and REPLACE with attached Sheet SB101. a. DRAWING NOTES: Add drawing note 4, “4. PROVIDE FOUNDATION WALL

CONSTRUCTION JOINTS AT EACH EDGE OF CONCRETE PLACEMENTS IN ACCORDANCE WITH DETAIL 4/SB502.”.

DRAWING SB102

1. DELETE Sheet SB102 in its entirety and REPLACE with attached Sheet SB102.

a. 1/SB102: Add keynote 2 re-entrant corner bars at foundation corners near columns B/2, C/2 and E/5.

DRAWING SB501

1. DELETE Sheet SB501 in its entirety and REPLACE with attached Sheet SB501. a. 1/SB501: Add reference to sheet SB502.

b. 5/SB501: Change “REINF CONC WALK OR ASPHALT WALK” to “ASPHALT WALK OR GRANITE PAVING”.

c. 5/SB501: Change detail reference 9/C-503 to 8/C-503. d. 6/SB501: Change detail reference 9/C-503 to 8/C-503. DRAWING SB502

1. DELETE Sheet SB502 in its entirety and REPLACE with attached Sheet SB502. a. 1/SB502: Replace reference to sheet SB101 with SB102.

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DRAWING SF101

1. DELETE Sheet SF101 in its entirety and REPLACE with attached Sheet SF101. a. KEYNOTES: Keynote 21, Add “SEE DETAIL 9/SF502.”

b. 1/SF101: Add reference to sheet SF501.

c. 1/SF101: Add keynote 22 reference to wall along grid line 2 between grid lines A and D. d. 1/SF101: Add detail reference to 4/SF501.

DRAWING SF102

1. DELETE Sheet SF102 in its entirety and REPLACE with attached Sheet SF102.

a. 2/SF102: Add north arrow.

b. 2/SF102: Add note 2, “2. GALVANIZE AND PAINT PLATES, CONNECTORS AND FASTENERS AT CANOPY.”.

DRAWING SF201

1. DELETE Sheet SF201 in its entirety and REPLACE with attached Sheet SF201. a. DRAWING NOTES: Add drawing note 7, “7. REFER TO DETAIL 4/SF502 FOR

REINFORCEMENT OF WALL STUDS WITH HOLES GREATER THAN 1-1/2” DIAMETER.”. DRAWING SF202

REINFORCEMENT OF WALL STUDS WITH HOLES GREATER THAN 1-1/2” DIAMETER.” Sheet SF203

REINFORCEMENT OF WALL STUDS WITH HOLES GREATER THAN 1-1/2” DIAMETER.”. b. 1/SF203: Add references to sheets SF102 and SF501.

c. 1/SF203: Add keynote 6 references at 3 locations. d. 2/SF203: Add reference to sheet SF102.

DRAWING SF204

REINFORCEMENT OF WALL STUDS WITH HOLES GREATER THAN 1-1/2” DIAMETER.”. b. 1/SF204: Add reference to sheet SF102.

c. 2/SF204: Add reference to sheet SF102. DRAWING SF206

1. DELETE Sheet SF206 in its entirety and REPLACE with attached Sheet SF206.

a. 2/SF206: Change beam note at column line 5 from “3-1/2”x10-1/2” GLU-LAM BEAM” to “3-1/2”x12” GLU-LAM BEAM”.

DRAWING SF501

1. DELETE Sheet SF501 in its entirety and REPLACE with attached Sheet SF501. a. 6/SF501: Change “SE” to “SEE” in detail note.

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DRAWING SF502

1. DELETE Sheet SF502 in its entirety and REPLACE with attached Sheet SF502. a. 1/SF502: Add reference to sheet SF501.

b. 8/SF502: Change beam note at column line 2 from “3-1/2”x11-1/4” GLU-LAM BEAM” to “3-1/2”x10-1/2” GLU-LAM BEAM”.

DRAWING SF503

1. DELETE Sheet SF503 in its entirety and REPLACE with attached Sheet SF503. a. 2/SF503: Add references to sheets SF206 and SF503.

b. 5/SF503: Change beam note from “3-1/2”x13-1/2” GLU-LAM BEAM W/ TAPERED TOP (TYP)” to “3-1/2”x12” GLU-LAM BEAM W/ TAPERED TOP (TYP)”.

DRAWING SF504

1. DELETE Sheet SF504 in its entirety and REPLACE with attached Sheet SF504. a. 3/SF503: Add reference to sheet SF503.

b. 4/SF503: Add reference to sheet SF102.

c. 5/SF503: Add note 2, “2. GALVANIZE AND PAINT PLATES, CONNECTORS AND FASTENERS.”

d. 6/SF503: Add note 2, “2. GALVANIZE AND PAINT PLATES, CONNECTORS AND FASTENERS.”

DRAWING SF505

1. DELETE Sheet SF505 in its entirety and REPLACE with attached Sheet SF505. a. 2/SF505: Delete reference to sheet SF505.

b. 3/SF505: Delete reference to sheet SF505. DRAWING AE001

1. DELETE Sheet AE001 in its entirety and REPLACE with attached Sheet AE001. a. Add wall type 1D and 1E.

b. Add firestopping details. DRAWING AE101

1. DELETE Sheet AE101 in its entirety and REPLACE with attached Sheet AE101.

a. Change wall type NF in between great room 101 and development 105 to wall type 1E. b. Add wall type 1E to wall at the corner of development 105 and great room 101. c. Change wall type NA in between great room 101 and corridor 112 to wall type 1D. d. Change borrowed lite BL8 in development 105 to borrowed lite to BL2.

e. Change borrowed lite BL5 in conference 102 to borrowed lite BL1.

f. Change window type E in mechanical/electrical 117 and women 114 to window type D. g. Change window type D in men 118 to window type E.

h. Add keynote 17 to windows on the east side of conference room 104. DRAWING AE120

1. DELETE Sheet AE120 in its entirety and REPLACE with attached Sheet AE120. a. Delete snow guards on the lower roof on the south side.

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DRAWING AE421

1. DELETE Sheet AE421 in its entirety and REPLACE with attached Sheet AE421.

a. Change wall type NB to 1B and NA to 1A in between toilet 126 and marketing & development 124.

b. Change wall type NA to 1A in between closet 125 and marketing & development 124. c. Add firestopping around all penetrations through 1 hour fire rated walls.

DRAWING AE601

1. DELETE Sheet AE601 in its entirety and REPLACE with attached Sheet AE601. a. Change door 113 A and 113 B frame material to ALUM.

b. Add fire rated borrowed lite details.

c. Change borrowed lite type tag BL5 to BL1 and BL2. d. Change all door head and sill detail callouts. e. Add 45 min fire rating to door 112.

f. Change door type note: Delete “PROVIDE GLASS TYPE GL-9 GLAZING (SECURITY LAMINATED GLASS) FOR NON-RATED INTERIOR DOORS AND FIRE PROTECTION RATED GLAZING ON RATED INTERIOR DOORS” Add “PROVIDE TEMPERED GLAZING ON ALL DOORS, UNLESS OTHERWISE NOTED”.

g. Change door frame type note: Delete “PROVIDE GLASS TYPE GL-9 GLAZING (SECURITY LAMINATED GLASS) AT INTEROR HOLLOW METAL BORROWED LITES, SIDELITES, AND TRANSOM LOCATIONSFOR NON-RATED INTERIOR DOORS AND FIRE PROTECTION RATED GLAZING ON RATED INTERIOR DOORS” Add “PROVIDE TEMPERED GLAZING ON ALL BORROWED LITES, SIDELITES, AND TRANSOMS, UNLESS OTHERWISE NOTED”. h. Add note to door frame type 2: “DOOR FRAME @ DOOR 112 BE 45 MIN FIRE RATED”. DRAWING AE602

1. DELETE Sheet AE602 in its entirety and REPLACE with attached Sheet AE602. a. Add 1x3 wood trim to head and jamb details 1 and 2.

DRAWING AE620

1. DELETE Sheet AE620 in its entirety and REPLACE with attached Sheet AE620. a. Add window wall types C3 and C4.

DRAWING E001

1. DELETE Sheet E001 in its entirety and REPLACE with attached Sheet E001. b. Add carbon monoxide sensor symbol to fire alarm devices. c. Add abbreviation AL for aluminum.

d. Add abbreviation CU for copper. DRAWING EP501

1. DELETE Sheet EP501 in its entirety and REPLACE with attached Sheet EP501.

a. Revise Enrollment and Advancement service entrance wire tag to allow provision of #350 copper or #500 aluminum conductors.

b. Revise Model School service entrance wire tag to include provision of #250 copper or #400 aluminum conductors.

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DRAWING EP601

1. DELETE Sheet EP601 in its entirety and REPLACE with attached Sheet EP601.

a. Revise Panelboard Schedule MP1 Feeder text to allow provision of #350 copper or #500 aluminum conductors.

DRAWING FA101

1. DELETE Sheet FA101 in its entirety and REPLACE with attached Sheet FA101. a. Add one (1) carbon monoxide sensor to Great Room 101.

b. Revise Input/Output Matrix to include system outputs actuated by carbon monoxide detectors.

c. Revise Fire Alarm Riser Diagram to include system input of carbon monoxide detector.

QUESTIONS/CLARIFICATIONS

1. Question: Doors #117 & 118A… are these flush aluminum doors in aluminum transom frames (2” x 4 ½”, thermally-broken where possible)? I can get a product (SpeciaLite) quoted to me from Old Castle/Vistawall… what is the finish required? Hardware will be provided to me by others to install onto my doors, Correct?

Answer: Doors and frames are aluminum clad wood doors with an aluminum clad wood frame;

see specification 081433.25 Aluminum-Clad Outswing Doors.

2. Question: Doors #100 & 100A… I’m assuming that these are aluminum stile and rail doors with aluminum transom & sidelite frames (2” x 4 ½”, thermally-broken, where possible) as

manufactured by Old Castle/Vistawall… what is the finish of these? Again, I’ll plan to prep and install hardware provided by others.

3. Question: Doors #113A & 113B… aluminum stile and rail type door leafs only as manufactured by Old Castle/Vistawall… what is the finish of these? Again, I’ll plan to prep and install hardware provided by others. These door leafs will be install into openings provided by others???

4. Question: What is the difference between the borrowed lites type 8 and 5? I can see one of each… borrowed lite 8 at room 105 and borrowed lite 5 at room #102.

Answer: The difference between borrowed lit BL8 and BL5 is the fire rating. Change borrowed

lite BL5 in room 102 from BL5 to borrowed like BL1. Change borrowed lite BL8 in room 105 to borrowed lite BL2. See attached revised AE101

5. Question: Wood doors are to be factory-glazed and provided by others. what is the thickness of the laminated glass required for the interior door sidelites? .060 clear laminated glass is about 5/16” thick.

Answer: Provide laminated glass thickness required to achieve fire rating indicated on

drawings.

6. Question: On the west elevation drawing it shows 2 type D units and 1 type E. The floor plan reverses that and shows 2 type E and 1 type D. Which is correct?

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Answer: Window tags “D” and “E” on sheet AE101 to be reversed to match window tags on

sheet AE201 and AE621. See attached revised AE101.

7. Question: The C1 through C10 composite units on plan page AE620, Are they being quoted as the same manufacturer as the windows on plan page AE621? The elevations show units C3 & C4. Nothing is shown in the schedule referencing these

Answer: The C units and windows on AE621 should be quoted using the same manufacturer.

8. Question: Cambia siding product is only manufactured with the species Yellow Poplar *not Ash. I didn’t see the widths needed for trim or siding so will need that info. Trim stock need to know 1x or 5/4 ?

Answer: Provide Yellow Poplar or Ash based on manufacturer availability. Provide trim

minimum 1x or 5/4 where noted on drawings.

9. Question: After going through the drawings and spec on the SIPS, we wanted to let you know that the spec you have called out for with an option for plywood is not acceptable. All third party testing for SIPS is with SIPS grade 7/16” OSB. Or (13/32”). Also, OSB is the only board available that comes in large sheets in which SIPS are made from. Where plywood is only available in 4’x8’ sheets. I would highly recommend making the spec change to eliminate a lot of confusion to bidders.

Answer: Specification will be revised to indicate: “Para 2.2 B: Minimum Thickness: As required

for structural performance.”

10. Question: We did not see a list of bidders for the project with the drawings. Is this something you could provide to us?

Answer: See list of bidders for the project in Addendum 1.

11. Question: Are the frames for 113A and 113B scheduled correctly as wood?

Answer: The frames are aluminum clad wood. Refer to revised drawing AE601 for revised door

schedule.

12. Question: Non-rated wood frames seem to be a part of 06 Millwork scope of work. Am I correct that we would only have the (x1) fire rated wood frame @ opening 118 in our scope of work?

Answer: Refer to revised drawing AE601 for revised door schedule and location or rated

openings.

13. Question: Is borrowed lite BL5 @ conference 105 a wood borrowed lite, and therefor part of 06 Millwork scope of work?

Answer: Borrowed lite in conference 102 and office 105 are wood borrowed lites.

14. Question: Is any sprinkler work for this project, or is it just Fire Alarm?

Answer: There is no sprinkler work for this project.

15. Question: Would you accept panelized wood exterior walls? Meaning, would the walls that could be built off site to the specifications needed be accepted with a proper submittal package?

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Answer: We would accept panelized wood exterior wall, as long as everything meets the

requirements of our drawings and specifications.

16. Question: Please also provide a glass schedule and glass specification.

Answer: We are not issuing a glass schedule since glass types are noted on the drawings, and

glass specifications are included in the associated door specifications.

17. Question: The West Elevation shows an assembly as D/E/D while the floor plan shows the assembly as E/D/E. Could you let us know which one is correct?

Answer: On sheet AE101 change window type “E” to window type “D” and change window type

“D” to window type “E”. See attached AE101.

18. Question: There were a few issues with the “C” type units identified in my email from 2/21 (see below). Would you like the dealer to quote those as well with Andersen given this info?

Answer: Quote all “C” type units with the same manufacturer. Window manufacturer is

responsible for structural design on window system.

19. Question: Blinds: Please confirm Common and Conference Rooms. Rm 101 / Great Room --- Motorized Single --- 5 pre-sets --- why so many? --- is this really needed?

Answer: Provide three pre-sets for motorized blinds.

20. Question: Blinds: RM 102 / Conference Room--- Manual Dual.

Answer: Confirmed.

21. Question: Blinds: Rm 104 / Conference Room --- Motorized Dual --- 3 pre-sets -- again why?

Answer: Provide three pre-sets for motorized blinds.

22. Question: Blinds: Window Types ---- C5, C7, C10 --- are all angles tops --- do the shades go ABOVE the high point?

Answer: Windows C7 and C10 do not receive shades. Window C5 does receive a shade and is

intended to go above the angled window. The top panel of the window is opaque so as not to see the blind from the exterior.

23. Question: Blinds: Vestibule 100, Vestibule 113 --- do any of these get shades (would think not)

Answer: No.

24. Question: Blinds: Window Type D, Type E --- can these receive ONE shade per? Answer: These windows do not receive shades.

25. Question: Blinds: AE621 --- shows TWO Type E designation -- AE201 shows these as Clerestory windows -- do these receive shades?

Answer: Neither type E window receives shades.

26. Question: Blinds: Type G --- one shade or two (these are motorized duals) if 2, then they will be two different widths.

Answer: Window type G in conference room 104 is scheduled to receive a motorized dual

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• Sheet AE101 indicates which windows and what type of shades those windows are to receive.

• Not indicated in the drawings are two windows which should receive shades; window types C5 and F in conference room 104 should receive motorized dual shades. 27. Question: We have been looking over the drawings and just want to confirm the only radon

piping included in the project is from the radon pit to project west and then vertical to vent. In the past we have installed radon piping around the perimeter of buildings, but on these drawings it seems it only needs to be vented from the radon pit.

Answer: The only radon piping is from the radon pit over to the janitor’s room, then up through

the roof.

28. Question: Confirm that 4 #500 MCM Copper Conductors for Enrollment Center Service Entrance are needed for 225 Amp Service.

Answer: The specifications allow for either copper or aluminum, so they do not have to be

copper. The Enrollment Center Service entrance conductors can be the following: #350 copper or #500 aluminum conductors, for the 225A service.

29. Question: Confirm that only conduit with pull string is being provided for model school

underground service. Do the service entrance conductors need to be provided? No indication of sizes or quantities are listed.

Answer: Service entrance conductors to the Old Model School shall be #250 copper or #400

aluminum conductors.

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Enrollment and Advancement Center 00 11 13 – 1 Advertisement for Bids SECTION 00 11 13

ADVERTISEMENT FOR BIDS

Bids for:

Enrollment and Advancement Center

Shall be submitted electronically to cppmquestions@maine.edu

With the following Email Subject Line: Enrollment and Advancement Center

Bids will be received until 2:00-pm on Friday, April 24th, at which time the Bids will be opened and read aloud via Zoom.

Bid opening attendance is available via PC, Mac, Linux, iOS or Android:

https://maine.zoom.us/j/585545053 or via Telephone: US: +1 646 876 9923 Meeting ID: 585 545 053 Bids received after the stated time will not be considered and will be returned unopened.

Electronic Bid submissions must be accompanied by a copy of a satisfactory Bid Bond for 5% of the Bid (checks will not be accepted) which shall be in conformity with the form of Bond contained in Section 00 43 13 of the Specifications. Upon determination of the apparent low bidder, the University will contact the low bidder and request an original hard copy of the bid bond be delivered within 72 hours. The University reserves the right to waive all formalities and reject any or all bids or to accept any bids. Scholarships, donations or gifts to the University will not be considered in the evaluation of responses.

Electronic Bid Submission Requirements:

A SIGNED virus-free electronic bid form must be submitted as follows:

• The bid and bid bond must be submitted electronically to the E-Mail shown above and in PDF file type.

• Electronic submission must be received by the required Date/Time reflected above.

The successful Bidder will be required to furnish a 100% Performance Bond and a 100% Payment Bond to cover the execution of the Contract which shall be in conformity with the form of Bonds contained in Sections 00 61 13.13 and 00 61 13.16, respectively, of the Specifications and shall be for the Contract amount.

Bidders may attend a non-mandatory pre-bid meeting remotely on Tuesday April 7th_{2020, at 10:30 AM.}

Via Zoom: Join from PC, Mac, Linux, iOS or Android: https://maine.zoom.us/j/202332350

Due to COVID-19 protocols this pre-bid will be conducted remotely. Copies of plans and specifications will not be available at the pre-bid meeting. Acquiring or reviewing plans and specifications prior to the meeting is advised. All questions related to the plans and specifications must be submitted prior to 5:00 pm on Friday April 17th_to_{wvanbenthuysen@oakpoint.com}

Via Telephone: US: +1 312 626 6799 or +1 646 876 9923 or +1 253 215 8782 or +1 301 715 8592 or +1 346 248 7799 or +1 408 638 0968 or +1 669 900 6833 Meeting ID: 202 332 350

Project Summary: The Project consists of a new 5,200 square foot single story structure to be built on the corner of University Drive and Pleasant Street in Fort Kent. The building will house Admissions, Public Relations, Enrollment Management, and the UMFK Foundation/Alumni office as well as a reception area and conference room. The project is expected to be awarded by early May 2020 with a substantial completion date of June 1st_2021.

The electronic documents (.pdf) may be examined and downloaded at the following site: https://www.umfk.edu/facilities-management/projects/

In complying with the letter and spirit of applicable laws and pursuing its own goal of diversity, the University of Maine System shall not discriminate on the grounds of race, color, religion, sex, sexual orientation, including transgender status or gender expression, national origin, citizenship status, age, disability, genetic information, or veterans status in employment, education, and all other areas of the University System. The University

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Enrollment and Advancement Center 00 11 13 – 2 Advertisement for Bids provides reasonable accommodations to qualified individuals with disabilities upon request. General

contractors, subcontractors, and product suppliers bidding on this project must subscribe and adhere to same. UNIVERSITY OF MAINE at Fort Kent

Pam Ashby, Chief Business Officer, for University of Maine System Board of Trustees

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UNIVERSITY OF MAINE AT

FORT KENT

TITLE _{ENROLLMENT AND ADVANCEMENT CENTER} LOCATION FORT KENT, ME

TITLE THIS DWG.

CODE INFORMATION AND EGRESS ANALYSIS PLAN

231 Main Street, Biddeford, Maine 04005 207.283.0193

DRAWING NO.

G-101

SHEET NO.

4 OF 104

REVISIONS

NO. DATE DESCRIPTION BY 1 04/20/20 ADDENDUM 2 WVB DRAWN BY: _NJD CHECK BY: _WVB NO. DATE 03/28/20 1 1 1 1 1 1 1 1 1 1 SP SP SP SP SP SP 1 1 1 1 1 1 1 1 1 1 1 1 116 118 114 120 105 122 126 125 119 112 79 SF DATA CLOSET 119 207 SF STORAGE ROOM 118 191 SF MECHANICAL/ ELECTRICAL 117 111 SF MEN 116 117 SF WOMEN 114 _{78 SF} CUST 120 42 SF VESTIBULE 113 117 SF MARKETING 111 117 SF ADMISSIONS 110 91 SF WORK ROOM 121 119 SF MARKETING 122 138 SF MARKETING 123 117 SF ADMISSIONS 109 116 SF ADMISSIONS 108 136 SF ADMISSIONS 107 116 SF FLEX OFFICE 106 143 SF DEVELOPMENT 105 4 SF CLOSET 125 35 SF TOILET 126 135 SF ADMISSIONS 127 372 SF CORRIDOR 112 183 SF MARKETING & DEVELOPMENT 124 121 SF BREAK COUNTER 115 118A 123 103 43 SF VESTIBULE 100 154 SF CONFERENCE 102 491 SF CONFERENCE 104 887 SF GREAT ROOM 101 102 127 104 5 SF CLOSET 103 OLF = 100 OL = 2 OLF = 15 OL = 11 OLF = 15 OL = 33 OLF = 15 OL = 58 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 100 OL = 2 OLF = 300 OL = 1 OLF = 100 OL = 1 OLF = 300 OL = 1 OLF = 300 OL = 1 OLF = 300 OL = 1 VESTIBULE 113 WIDTH DOOR LIMIT USE CAPACITY 32 160 160 25 VESTIBULE 100 WIDTH DOOR LIMIT USE CAPACITY 32 160 160 104 TD = 38'-6" LF 25 TD = 83'-9" LF 104 DE = 18'-9" TD = 69'-6" LF_{CP = 38'-4" LF} 117 1 PLAN NORTH

N

1 FIRST FLOOR EGRESS AND FIRE RATING PLAN

G-101 SCALE: 1/8" = 1'-0" AE201 1 1 1 1 1 1 1 1 1 1 MEZZANINE MECH ROOM BELOW 1 HR FIRE RATED FLOOR ASSMEBLY PLAN NORTH

N

2 MEZZANINEPLAN FIRE RATING PLAN

G-101 SCALE: 1/8" = 1'-0" AE201

TRAVEL PATH/DEADEND

XXX OCCUPANTS UTILIZING EXIT

CP COMMON PATH OF TRAVEL

DE DEAD END LENGTH

OLF OCCUPANT LOAD FACTOR

OL OCCUPANT LOAD

SF SQUARE FEET

TD TRAVEL DISTANCE

1 HR FIRE RATED WALL SMOKE PROOF WALL

LEGEND

1 SP 4' 1/8"=1'-0" 16' 8' 8' 0

GRAPHIC SCALE

CHECK GRAPHIC SCALE BEFORE USING

C:\Users\Nick\Documents\21902.11_UMFK ADVANCEMENT CENTER_ARCHITECTURAL-V17_Nick.rvt 4/20/2020 10:57:15 AM

GENERAL CODE INFORMATION

APPLICABLE LIFE SAFETY/BUILDING CODES:

Maine Uniform Building and Energy Code (MUBEC) which is based on the 2015 International Building Code (IBC) and the 2015 International Existing Building Code (IEBC)

2006 National Fire Protection Association (NFPA) 1, adopted by the State Fire Marshal's Office 2009 NFPA 101, adopted by the State Fire Marshal's Office

2006 NFPA 220, adopted by the State Fire Marshal's Office

BUILDING CODE SUMMARY (IBC)

OCCUPANCY CLASSIFICATION:

Classification: Business Group B (IBC, Sections 304 and 312) TYPE OF CONSTRUCTION:

IBC Type VB (IBC, Section 602.5 and Table 601).

HEIGHT AND AREA LIMITATIONS (based on IBC Type VB classification): Height: 40'/25'6" Actual (IBC, Table 504.3)

Stories: 2 story Allowable/1 story Actual with equipment platform (IBC, Table 504.4, Group B most restrictive)

ALLOWABLE AREA DETERMINATION (IBC, Table 506.2): Actual Areas vs. Allowable Areas:

5,200 square feet Actual vs. 9,000 square feet Allowable MEZZANINE AGGREGATE AREA (IBC, Section 505.2.1):

Mezzanine area: 235 SF

Room area in which mezzanine is located: 5,200 SF

Mezzanine area is less than 1/3 of the area of the room in which it is located.

5,200 SF/3 =1733 SF Allowed vs. 235 SF Actual

EXTERIOR FIRE RESISTANCE RATINGS (based on Type VB Classification):

Exposure to Other Buildings:

x ≥ 30 Feet = 0 Ratings. No rating required. (IBC, Table 602) Roof Rating:

Min. Class C roof covering required (IBC, Table 1505.1) STRUCTURAL ELEMENTS - FIRE RESISTANCE RATINGS REQUIRED FOR THE TYPE OF CONSTRUCTION VB (IBC, Table 601):

Exterior load bearing walls: 0 hour Exterior non-load bearing walls: 0 hour Non-load bearing partitions: 0 hour Interior load bearing walls: 0 hour Structural Frame: 0 hour

Floor Construction: 0 hour Roof Construction: 0 hour

STRUCTURAL ELEMENTS SUPPORTING FIRE RATED BARRIERS INCLUDING, FLOORS, WALLS OR CEILINGS (IBC, Section 707.5.1):

Same rating as barrier.

OCCUPANCY LOAD FACTORS (IBC, Table 1004.1.2): Business: 100 Gross square feet per occupant Assembly: 15 Net square feet (Unconcernated) Custodial: 300 square feet per occupant

Storage: 300 gross square feet per occupant

TOTAL CALCULATED BUILDING OCCUPANT LOAD: 129 CAPACITY OF EGRESS COMPONENTS (IBC, Section 1005.1):

Clear Width per person:

0.2" per person for doors, corridors, and ramps 0.3" per person for stairs

EXITS:

Exits discharge directly to the exterior. (IBC, Section 1028.1).

COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS (IBC, Table 1017.2, Section 1020.4,and Table 1006.2.1):

Travel Distance (B): 200' Allowable/83'-9" Actual

Common Path of Travel: 100' Allowable (NFPA 101more restrictive)/32'-6" Actual

Dead End Length (B): 20' Allowable/18'-9" Actual

INTERIOR FINISH REQUIREMENTS FOR WALLS AND CEILINGS (IBC, Table 803.11):

B: Exit Enclosures: B Corridors: B

Individual Rooms: C

LIFE SAFETY CODE SUMMARY (NFPA)

OCCUPANCY CLASSIFICATION:

Classification: Business - Ordinary Hazard (NFPA 101, Sections 6.1.11.1, 6.2.2.3 and 38.1.5)

TYPE OF CONSTRUCTION:

Type of Construction is NFPA Type V(000), Non-Rated Construction(2006 NFPA 220, Section 4.6)

PORTABLE FIRE EXTINGUISHING EQUIPMENT:

(NFPA 101 Section 38.3.5) NFPA 96, section 10.10.3) EXTERIOR FIRE RESISTANCE RATINGS:

No rating required.

INTERIOR FIRE RESISTANCE RATINGS:

Areas with Increased Hazard: with sprinkler portection, no smoke protection required. (NFPA 101, Section 40.3.2.4.)

Corridors: no rating required (NFPA 101, Sections 40.3.6 and 42.3.6)

STRUCTURAL ELEMENT FIRE RESISTANCE RATINGS REQUIRED FOR THE TYPE OF CONSTRUCTION (2006 NFPA 220, Table 4.1.1).

Type V(000) Construction:

Exterior non-load bearing walls: 0 hour Exterior Non-load bearing walls: 0 hour Non-load bearing partitions: 0 hour Interior load bearing walls: 0 hour Structural Frame: 0 hour

Floor Construction: 0 hour Roof Construction: 0 hour

OCCUPANCY LOAD FACTORS (NFPA 101, Table 7.3.1.2): Business: 100 SF per occupant

Assembly (less conctrated): 15 net SF per occupant Data Rooms: 100 SF per occupant

Jaintorial Closets: 300 SF per occupant

Mechanical/Electrical Spaces: 300 gross square feet per occupant Storage Rooms: 300 gross square feet per occupant

TOTAL CALCULATED BUILDING OCCUPANT LOAD: 129

CAPACITY OF EGRESS COMPONENTS (NFPA 101, Table 7.3.3.1): Clear Width per person:

0.2" per person for doors, corridors, and ramps 0.3" per person for stairs

EXIT DISCHARGE (NFPA 101, Section 7.7.1): Exits discharge directly to the exterior.

COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS (NFPA 101, Table A.7.6):

Travel Distance (Business): 200' Allowable/83'-9" Actual

Common Path of Travel (Business): 100' Allowable/38'-4" Actual Dead End Lengths (Business): 20' Allowable/18'-9" Actual

INTERIOR FINISH REQUIREMENTS FOR WALLS AND CEILINGS (NFPA 101, Table A.10.2.2):

Exit Enclosures (Exit Passageway): Class A or B Corridors: Class A, B, or C

Individual Rooms: Class A, B, or C

Textile Finishes: Permitted on walls and partitions where tested in accordance with NFPA 265. (NFPA, Section 10.2.4.1(5))

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UNIVERSITY OF MAINE AT

FORT KENT

TITLE _{ENROLLMENT AND ADVANCEMENT CENTER} LOCATION FORT KENT, ME

TITLE THIS DWG.

STRUCTURAL NOTES

231 Main Street, Biddeford, Maine 04005 207.283.0193

DRAWING NO.

S-001

SHEET NO. 21 OF 104 DRAWN BY: _MJC CHECK BY: _DNM NO. DATE 03/28/20 REVISIONS

NO. DATE DESCRIPTION BY 1 04/20/20 ADDENDUM 2 DNM

STRUCTURAL NOTES:

CONCRETE

1. CONFORM WITH ACI 117, ACI 201, ACI 211.1, ACI 301, ACI 302.1R, ACI 305R, ACI

306.1, ACI 308.1, ACI 309R, ACI 315, ACI 318, ACI 330 AND ACI 347R.

2. CONCRETE EXPOSED TO WEATHER: NORMAL WEIGHT, F'c=4000 PSI WITH A

MAXIMUM WATER/CEMENT RATIO=0.45.

CONCRETE FOR FOOTINGS: NORMAL WEIGHT, F'c=3000 PSI WITH A MAXIMUM WATER/CEMENT RATIO=0.50.

CONCRETE FOR FOUNDATION WALLS AND PIERS: NORMAL WEIGHT, F'c=3000 PSI WITH A MAXIMUM WATER/CEMENT RATIO=0.50.

CONCRETE FOR SLABS-ON-GRADE: NORMAL WEIGHT, F'c=4000 PSI WITH A MAXIMUM WATER/CEMENT RATIO=0.45.

3. COMPACT THE STRUCTURAL FILL BENEATH ISOLATED AND SPREAD FOOTINGS

WITH A VIBRATING PLATE COMPACTOR AND PRIOR TO CONCRETE REINFORCEMENT PLACEMENT.

4. DEFORMED REINFORCING BARS: ASTM A615/A615M (GRADE 60).

5. WELDED WIRE FABRIC: ASTM A185 (GALVANIZED AS INDICATED).

6. LAP SPLICE CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 301/ACI

318. LAP BARS AS INDICATED IN THE LAP SPLICE SCHEDULE ON THIS SHEET. WELDING OF STEEL REINFORCEMENT IS NOT PERMITTED.

7. MINIMUM REINFORCING STEEL COVER: FOOTINGS 3", WALLS AND PIERS 2",

UNLESS INDICATED OTHERWISE.

8. SUPPORT STEEL REINFORCEMENT AND WELDED WIRE FABRIC BY APPROVED

MATERIALS.

9. CURE CONCRETE AS SPECIFIED. CONCRETE NOT CURED WILL NOT BE

ACCEPTED.

10. NONSHRINK GROUT: ASTM C1107, NONMETALLIC.

11. BONDING ADHESIVE: ASTM C1059.

12. EPOXY ADHESIVE: ASTM C881, TYPE I.

13. CONCRETE SLAB FINISH:

FLOOR FLATNESS AND LEVELNESS

SLAB LOCATION OVERALL VALUE MIN LOCAL VALUE

F_F F_L F_F F_L

SLAB ON GRADE 35 25 24 17

14. PERFORM FLATNESS/LEVELNESS TESTS WITHIN 48 HOURS OF CONCRETE

PLACEMENT. SUBMIT TEST RESULTS TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF TEST COMPLETION.

15. INTERIOR SLABS-ON-GRADE: PROVIDE CONCRETE SLAB PROTECTION (BEYOND THE

7-DAY CURING PERIOD) UNTIL THE BUILDING ENVELOPE COMPLETELY ENCLOSES AND PROTECTS THE SLAB FROM WIND, SUN AND PRECIPITATION.

16. TAPE AND SEAL JOINTS IN VAPOR RETARDER AT EDGES AND UTILITY PENETRATIONS.

SEAL VAPOR RETARDER TO CONCRETE AT EDGES.

17. SECURE ANCHOR RODS IN PLACE PRIOR TO PLACING CONCRETE. INCORRECTLY

LOCATED OR OUT-OF-PLUMB ANCHORS SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT METHODS SHALL BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

18. SCRAPE AREAS IDENTIFIED AS POLISHED CONCRETE TO REMOVE EXPOSED FIBER

REINFORCING. REFER TO ARCHITECTURAL SHEETS FOR LOCATIONS OF POLISHED CONCRETE.

19. PROVIDE CORNER REINFORCING BARS MATCHING WALL REINFORCING SIZE AT

FOUNDATION WALLS, WITH LAP SPLICE TO MATCH LAP SPLICE SCHEDULE ON THIS SHEET.

REINFORCED CONCRETE

REINFORCING STEEL

LAP SPLICE SCHEDULE

BAR SIZE MINIMUM LAP LENGTH

#4 2'-5"

#5 3'-0"

#6 3'-0"

NOTE:

LAP SPLICE LENGTH SHALL BE AS SHOWN ABOVE UNLESS NOTED OTHERWISE.

1

STRUCTURAL STEEL

1. CONFORM WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S "MANUAL OF STEEL

CONSTRUCTION FOURTEENTH EDITION".

2. STEEL FOR CONNECTIONS, ANGLES AND PLATES: ASTM A36 (Fy=36 KSI).

ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C, (Fy=46 KSI).

3. ANCHOR RODS: ASTM F1554, GRADE 36 (Fy=36 KSI).

NUTS: ASTM A563, GRADE A. WASHERS: ASTM F436, TYPE 1.

4. BOLTS: ASTM A307, GRADE A.

WASHERS: ASTM F436M. NUTS: ASTM A563M.

5. WELDING: AWS D1.1, E70 ELECTRODE.

6. FULLY TENSION BOLTS.

7. SUBMIT INSPECTION REPORTS TO THE OWNER'S REPRESENTATIVE WITHIN 48 HOURS OF

COMPLETION.

STRUCTURAL GLUED LAMINATED TIMBER

1. PROVIDE STRUCTURAL GLUED LAMINATED TIMBER IN ACCORDANCE WITH ANSI A190.1,

AITC 110 AND ANSI 117.

2. PROTECT STRUCTURAL GLUED LAMINATED TIMBER IN ACCORDANCE WITH AITC 111.

REMOVE AND REPLACE DAMAGED FRAMING.

3. SPECIES AND GRADES:

VISUALLY GRADED DOUGLAS FIR-LARCH (NO "WANE" PERMITTED) FOR ALL GLUED LAMINTED TIMBER.

BEAMS AND PURLINS:

BEAM STRESS CLASSIFICATION = 24F-1.8E

COMBINATION SYMBOL = DF/DF, 24F-V4 UNBALANCED. Fb = 2,400 PSI (BOTTOM)/1,850 PSI (TOP)

Fv = 265 PSI Ft = 1,100 PSI Fc = 1,650 PSI E = 1,800,000 PSI COLUMNS:

COMBINATION SYMBOL = DOUGLAS FIR-LARCH, 1. Fb = 1,250 PSI

Fv = 230 PSI Ft = 950 PSI

Fc = 1,550 PSI (4 OR MORE LAMINATIONS) E = 1,500,000 PSI

4. INTERIOR METAL PLATES AND CONNECTORS SHALL BE SHOP PRIMED AND PAINTED.

FASTENERS SHALL BE FIELD PRIMED AND PAINTED.

5. EXTERIOR METAL PLATES, CONNECTORS AND FASTENERS SHALL BE GALVANIZED AND

PAINTED. ₁

STRUCTURAL INSULATED PANELS

1. DESIGN ROOF STRUCTURAL INSULATED PANELS FOR THE LOADS INDICATED ON SHEET S-002

AND DIAPHRAGM FORCES INDICATED IN NOTE 3. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF MAINE. SUBMIT STAMPED CALCULATIONS AND SHOP DRAWINGS FOR REVIEW PRIOR TO THE START OF CONSTRUCTION.

2. COMPLY WITH THE REQUIREMENTS OF THE 2015 NATIONAL DESIGN SPECIFICATION FOR

WOOD CONSTRUCTION (2015 NDS). EITHER ALLOWABLE STRESS DESIGN OR LOAD RESISTANCE FACTOR DESIGN MAY BE USED.

3. ROOF STRUCTURAL INSULATED PANELS SHALL HAVE A MINIMUM ALLOWABLE DIAPHRAGM

CAPACITY OF 300 POUNDS PER LINEAR FOOT (PLF), (STRENGTH LEVEL AT 1.0 WIND LOAD). DIAPHRAGM DESIGN CONTROLLED BY WIND FORCES. PROVIDE MINIMUM 4x WIDE FRAMING BUILT INTO THE ROOF STRUCTURAL INSULATED PANEL, WITH A SPECIFIC GRAVITY OF 0.50, AT CONNECTIONS OF ROOF DIAPHRAGM TO THE PLYWOOD PANEL AND INSULATED PANEL SHEAR WALLS UNLESS DESIGN CALCULATIONS INDICATE OTHERWISE.

4. DESIGN ROOF STRUCTURAL INSULATED PANELS AND CONNECTIONS TO SUPPORTING

STRUCTURE TO WITHSTAND THE COMPONENT AND CLADDING WIND PRESSURES FOR THE VELOCITY, RISK CATEGORY AND EXPOSURE INDICATED ON SHEET S-004 AND ANCHORAGE OF DIAPHRAGM TO SHEAR WALLS.

5. HANDLE, STORE AND INSTALL ROOF STRUCTURAL INSULATED PANELS IN ACCORDANCE WITH

THE MANUFACTURERS PRINTED INSTRUCTIONS AND SHOP DRAWINGS.

6. PROVIDE INTERNAL REINFORCING AS REQUIRED TO SUPPORT FULL DESIGN LOADS.

7. PROVIDE BLOCKING IN STRUCTURAL INSULATED PANELS AS REQUIRED BY MANUFACTURER'S

PRINTED INSTRUCTIONS FOR ROOF PENETRATIONS.

8. COORDINATE ATTACHMENT OF STRUCTURAL INSULATED PANELS TO SUPPORTING

STRUCTURE WITH PANEL MANUFACTURER.

9. COORDINATE ELECTRICAL WIRING CHASES REQUIRED IN STRUCTURAL INSULATED PANELS

WITH ELECTRICAL DRAWINGS.

1

WOOD

1. WOOD FRAMING AND FASTENERS SHALL COMPLY WITH THE 2015 INTERNATIONAL

BUILDING CODE AND THE AMERICAN FOREST AND PAPER ASSOCIATION NATIONAL DESIGN SPECIFICATION (2015)(AFPA NDS).

2. EACH PIECE OF LUMBER SHALL BE "S-DRY" AND BEAR THE GRADE STAMP OF A GRADING

RULES AGENCY APPROVED BY THE PS-20 "AMERICAN SOFTWOOD LUMBER STANDARDS COMMITTEE".

3. MINIMUM STRUCTURAL PROPERTIES OF WOOD FRAMING ARE AS FOLLOWS:

WALL STUD FRAMING, ROOF FRAMING AND HEADERS:

SPRUCE-PINE-FIR NO. 2 OR BETTER WITH MINIMUM DESIGN VALUES:

Fb = 875 PSI, Fv = 135 PSI, Ft = 450 PSI, Fc = 1,150 PSI AND E = 1,400,00 PSI.II

4. MINIMUM ALLOWABLE STRESSES OF LAMINATED VENEER LUMBER (LVL, BASIS OF DESIGN

IS BOISE CASCADE) ARE AS FOLLOWS. SUBMIT PRODUCT DATA TO OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

BEAMS: BENDING Fb = 3,100 PSI

SHEAR Fv = 285 PSI TENSION Ft = 2,150 PSI

COMPRESSION (PERPENDICULAR TO GRAIN) Fc = 750 PSI

COMPRESSION (PARALLEL TO GRAIN) Fc = 3,000 PSIII

MODULUS OF ELASTICITY E = 2,000,000 PSI

5. PROTECT PLYWOOD WALL SHEATHING FROM RAIN AND SNOW.

6. PROVIDE NAILING IN ACCORDANCE WITH TABLE 2304.9.1 OF THE 2015 INTERNATIONAL

BUILDING CODE UNLESS NOTED OTHERWISE.

7. INSTALL CONNECTION HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S

PRINTED INSTRUCTIONS. DESIGN BASED ON SIMPSON STRONG-TIE PRODUCTS.

ALTERNATE DESIGNS THAT MEET OR EXCEED THE REQUIRED DESIGN CAPACITIES ARE PERMITTED.

8. BOLT HEADS AND NUTS BEARING ON WOOD TO HAVE STANDARD CUT WASHERS. DRILL

BOLT HOLES 1/32-INCH IN DIAMETER LARGER THAN BOLT DIAMETER.

9. SILL/SOLE PLATES SHALL BE PRESERVATIVE TREATED AND ATTACHED WITH A MINIMUM

OF TWO ANCHORS PER PLATE. ANCHORS SHALL BE 1/2" DIAMETER A307 GALVANIZED HEADED ANCHORS WITH A MINIMUM OF 7" EMBEDMENT, SPACED NO MORE THAN 6'-0" ON-CENTER AND WITH ANCHORS LOCATED WITHIN 12" OF THE END OF EACH PLATE.

10. INSTALL WOOD SCREWS IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED

INSTRUCTIONS. DESIGN BASED ON GRK PRODUCTS. ALTERNATE PRODUCTS THAT MEET OR EXCEED THE REQUIRED DESIGN CAPACITIES ARE PERMITTED.

GRK 3/8"x6" RSS SCREWS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE CAPACITIES:

A. TENSION: 1,415 LBS. B. SHEAR: 980 LBS.

11. INSULATED WALL PANELS SHALL HAVE A MINIMUM ALLOWABLE SHEAR CAPACITY OF 300 POUNDS PER LINEAR FOOT (PLF), (STRENGTH LEVEL AT 1.0 WIND LOAD).

12. PROVIDE 2x6 BLOCKING AT PANEL EDGES.

13. REFER TO DETAIL 4/SF502 FOR HOLE IN WALL STUDS GREATER THAN 1-1/2" DIAMETER.

COLD-FORMED STEEL

1. COLD-FORMED METAL FRAMING: GALVANIZED STEEL ASTM A653/A653M,

GRADE 33 FOR TRACKS: (Fy=33 KSI) G90 COATING.

GRADE 50 FOR STUDS/JOISTS: (Fy=50 KSI) G90 COATING.

2. MINIMUM SECTION PROPERTIES OF 600 S 162-54 STUDS/JOISTS:

MINIMUM AREA (Ag) = 0.556 IN

MINIMUM SECTION MODULUS (Sx) = 0.95 IN MINIMUM MOMENT OF INERTIA (Ix) = 2.86 IN

3. TRACKS TO MATCH STUD THICKNESS.

4/16/2020 3:51:04 PM

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1

2

CHIMNEY

(BID ALT NO. 2)

1

N

PLAN NORTH

1 ROOF SNOW DRIFT PLAN

S-003 SCALE: 1/8" = 1'-0"

UNIVERSITY OF MAINE AT

FORT KENT

TITLE LOCATION TITLE THIS DWG. DRAWING NO. SHEET NO. OF DRAWN BY: CHECK BY: NO. DATE

ENROLLMENT AND ADVANCEMENT CENTER

03/28/20 231 Main Street, Biddeford, Maine 04005 207.283.0193 104

FORT KENT, ME

REVISIONS

C:\Users\Jay\Documents\21902.11_UMFK ADVANCEMENT CENTER_STRUCTURAL-V17_RobbieTillotson2888.rvt 4/16/2020 3:51:07 PM

S-003

ROOF SNOW DRIFT PLAN

MJC DNM 23 4' 1/8"=1'-0" 16' 8' 8' 0

GRAPHIC SCALE

CHECK GRAPHIC SCALE BEFORE USING NO. DATE DESCRIPTION BY

1 04/20/20 ADDENDUM 2 DNM

DRAWING NOTE:

SEE BUILDING DESIGN LOADS ON SHEET S-002 FOR ADDITIONAL BUILDING SNOW LOADS.

SNOW DRIFT SCHEDULE

SNOW

DRIFT No. SNOW DRIFT LOAD (PSF) SNOW DRIFT WIDTH (FT) TOTAL SNOW LOAD (PSF)

1 26 8 103

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ZONE 3 a = 3'-6" LEGEND ZONE 2 ZONE 1 ZON E 2 ZON E 2 ZONE 2 a a a a a a a a a a ZONE 1 ZONE 2 ZONE 2 a a a a a a a ZONE 2 ZONE 1 ZONE 2 a a a a ZONE 2 a a a a a a ZONE 2 ZONE 2 ZONE 2 ZONE 1 ZONE 1 Z_O N E 2 Z_O N E 2 Z_O N E 2 ZONE 2 Z_O N E 2 ZONE 2 ZONE 2 ZONE 1 a a a a a a a a a a a a CHIMNEY

(BID ALT NO. 2)

ZONE 2 1 ZONE 2 1

N

PLAN NORTH

1 ROOF COMPONENT AND CLADDING WIND PRESSURE PLAN

S-004 SCALE: 1/8" = 1'-0"

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

S-004

ROOF COMPONENT AND CLADDING WIND PRESSURE PLAN MJC DNM 24 4' 1/8"=1'-0" 16' 8' 8' 0

GRAPHIC SCALE

ZONE POSITIVE PRESSURE NEGATIVE PRESSURE

1 15 PSF -20 PSF

2 15 PSF -38 PSF

3 15 PSF -58 PSF

OVERHANG N/A -73 PSF

NOTE:

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G 6 2 3 5 B F E 4 A D C 1 SB501 FTG A FTG C FTG B FTG C FTG C FTG A _(TYP)2 2 (TYP) 2 (TYP) 3 SB501 (TYP) 3 5 5 5 5 5 5 5 1 (TYP) 31' - 3" 33' - 9" 18' - 9 1/2" 78' - 7 3/4" 15' - 4" 29' - 2" 19' - 10" 7' _{- 7} 1 /2_" 27 ' 7" 19' - 10" 11' - 10 1/2" 5' - 5" 11' - 10 1/ 2" 53' - 1 1/4" 4' _{- 0} " 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 2 SB501 105° 7' -_{1 7} /8 " 20' - 5 1/2" 29' - 2" 9' _{- 2} " 1' -_{3 1} /2 " 1' -_{3 1} /2 " 4 7 7 6' - 5" 2' - 8" 5' - 0" 7' - 8" 9 BFE=520.00' 8' - 8" 12' - 8" 9' - 11" BFE= 521.50' 10 7 9 BFE= 521.50' 5' - 0" 2 8 FTG D FTG E 2' - 0" FTG D 1' - 9 1/2" FTG F FTG D 11 FTG D BFE= 527.50' FTG D FTG D FTG D FTG B FTG A FTG C FTG B (TYP) (TYP) FTG A (SIM) 10 12 (SIM) 12 10 12 (SIM) 12 (SIM) 1 C.1 A.9 6 SB501 _{FTG D} 6 12 (SIM) 12 (SIM) 10 5 13 14 14 9' - 0" 4' _{- 0} " 6' _{- 8} " 10' - 8" 15

N

PLAN NORTH

1 FOUNDATION PLAN

SB101 SCALE: 1/8" = 1'-0"

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

SB101

FOUNDATION PLAN MJC DNM 25 4' 1/8"=1'-0" 16' 8' 8' 0

GRAPHIC SCALE

DRAWING NOTES:

1. BOTTOM OF FOOTING ELEVATION = 521.50', UNLESS

NOTED OTHERWISE.

2. COORDINATE UTILITY PENETRATIONS WITH CIVIL,

PLUMBING AND ELECTRICAL DRAWINGS.

3. REFER TO DETAIL 5/C-502 FOR FOUNDATION

PREPARATION AND DRAIN INFORMATION.

4. PROVIDE FOUNDATION WALL CONSTRUCTION JOINTS

AT EACH EDGE OF CONCRETE PLACEMENTS IN ACCORDANCE WITH DETAIL 4/SB502.

1

KEYNOTES:

(THIS SHEET ONLY)

1 6" FIBER REINFORCED CONCRETE SLAB-ON-GRADE

WITH 6x6, W2.9xW2.9 WELDED WIRE FABRIC. TOP OF SLAB ELEVATION=530.00'.

2 4" FIBER REINFORCED CONCRETE SLAB-ON-GRADE

WITH 6x6, W2.9xW2.9 WELDED WIRE FABRIC. TOP OF SLAB ELEVATION=530.00'.

3 THICKENED SLAB AT FIREPLACE. SEE DETAIL 4/SB501

(SIMILAR).

4 9" REINFORCED CONCRETE FOUNDATION WALL AND

FOOTING. SEE DETAIL 2/SB501.

5 8" REINFORCED CONCRETE FOUNDATION WALL AND

FOOTING. SEE DETAIL 1/SB501.

6 2'-0" WIDE x 1'-0" DEEP THICKENED SLAB-ON-GRADE.

SEE DETAIL 4/SB501.

7 _{REINFORCED CONCRETE STOOP. SEE DETAIL 5/SB501.}

8 RADON PIT. SEE DETAIL 5/SB502.

9 STEP FOOTING. SEE DETAIL 3/SB502.

10 CORE/SLEEVE HOLE IN FOUNDATION WALL FOR UTILITY

PENETRATION. COORDINATE EXACT HOLE QUANTITY, SIZE, ELEVATION AND LOCATION WITH THE PLUMBING, ELECTRICAL AND CIVIL DRAWINGS. ADJUST WALL REINFORCEMENT PRIOR TO PLACING WALL AT UTILITY PENETRATION LOCATIONS.

11 _{THICKENED SLAB AT RADIANT HEAT MANIFOLD. SEE}

DETAIL 6/SB502. COORDINATE WITH MECHANICAL DRAWINGS.

12 _{BONDOUT AT REINFORCED CONCRETE FOUNDATION}

WALL FOR BASEPLATE/COLUMN. SEE DETAIL 4/SB401.

13 _{8" REINFORCED CONCRETE FOUNDATION WALL AT}

CURTAIN WALL. SEE DETAIL 7/SB501.

14 8" REINFORCED CONCRETE FOUNDATION WALL AT

INTERIOR WALL. SEE DETAIL 8/SB502.

15 APPROXIMATE LOCATION OF EXISTING 18"± DIAMETER

STORM DRAIN. SEE SHEET CX101 FOR INVERT ELEVATIONS AT CATCH BASINS.

FOOTING SCHEDULE

TYPE SIZE BOTTOM REINF TOP REINF REMARKS

A 2'-0"x2'-0"x1'-0" (3) #5'S EW NR -B 2'-6"x2'-6"x1'-0" (3) #5'S EW NR -C 3'-0"x3'-0"x1'-0" (3) #5'S EW NR -D 4'-0"x4'-0"x1'-0" (4) #5'S EW NR -E 12'-0"x3'-6"x1'-0" (3) #5'S LW, (9) #5'S SW NR -F 13'-0"x3'-6"x1'-0" (3) #5'S LW, (9) #5'S SW NR

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-G 6 2 3 5 B F E 4 A D C CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ C J C J C J C J C J 1 (TYP) 2 (TYP) 2 (TYP) 1 (TYP) 2 (TYP) 2 (TYP) SB102 2 (TYP) SB102 2 (SIM) SB401 1 SB401 2 SB401 3 SB401 4 (TYP) 1 C.1 A.9 529.81' 529.76' 3 3 3 3 529.94' 529.94' 529.96' 529.96' 1 1 1

N

PLAN NORTH

1 SLAB CONTROL JOINT PLAN

SB102 SCALE: 1/8" = 1'-0" CJ CJ CJ CJ EJ EJ EJ EJ

CONC FILL (TYP) OUTLINE OF CONC PIER BELOW SLAB (TYP) INTERIOR COLUMN (TYP) SAWCUT CONTROL JOINT (TYP) 1/2" PREFORMED FILLER AND SEALANT (TYP) 4" FIBER REINF CONC SLAB-ON-GRADE (TYP)

NOTE:

ALTERNATE CONTROL JOINT LAYOUTS AT COLUMNS ARE PERMITTED. SUBMIT FOR REVIEW PRIOR TO INSTALLATION.

2 TYP CJ LAYOUT AT INT COLUMNS

SB102 SCALE: 3/4" = 1'-0" SB102

1/2" (TYP) 1"

1 1/4" (TYP)

EASE EDGE W/ 1/8" RADIUS EA SIDE OF JOINT (TYP)

STOP WWF AT EA SIDE OF JOINT (TYP)

RIGID INSUL (R-10 MIN) (TYP) 15 MIL VAPOR BARRIER (TYP)

3 TYP SLAB CONSTRUCTION JOINT DETAIL

SB102 SCALE: 1 1/2" = 1'-0" SB102

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

SB102

SLAB CONTROL JOINT PLAN

MJC DNM 26 4' 1/8"=1'-0" 16' 8' 8' 0

GRAPHIC SCALES

3' 0 6" 1' 2' 3/4"=1'-0" 1' 8" 4" 0 1' 1-1/2"=1'-0" 1'

CHECK GRAPHIC SCALES BEFORE USING

LEGEND:

000.00' SPOT GRADE

DRAWING NOTES:

1. PROVIDE SLAB-ON-GRADE CONSTRUCTION JOINTS

AT EACH EDGE OF CONCRETE PLACEMENTS IN ACCORDANCE WITH DETAIL 3/SB102.

KEYNOTES:

(THIS SHEET ONLY)

1 SAWCUT CONTROL JOINT. SEE DETAIL 1/SB502.

2 (3) #4'S, 3'-0" LONG, SPACED 4" ON-CENTER, LOCATED 4"

AWAY FROM RE-ENTRANT CORNER. LOCATE BARS MID-DEPTH OF SLAB.

3 PITCH SLAB-ON-GRADE TO FLOOR DRAIN.

COORDINATE WITH PLUMBING AND ARCHITECTURAL PLANS.

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2x6 STUDS AT 1'-4" OC (TYP) CONT 2x6 PT SILL PLATE (TYP) 1" RIGID INSUL (TYP)

4" FIBER REINF CONC SLAB-ON-GRADE (TYP)

6x6, W2.9xW2.9 WWF (TYP) RIGID INSUL (R-10 MIN) (TYP) 15 MIL VAPOR BARRIER (TYP)

RIGID INSUL (R-10 MIN) (TYP)

#5'S HORIZ AT 1'-4" OC (TYP)

#5'S VERT AT 2'-0" OC, ALT INTO FTG (TYP)

(2) #5'S CONT (TYP) (2) #5'S CONT (TYP TOP AND BOTTOM)

2' - 0"

1' - 0"

.

3" MIN COVER (TYP) FINISH GRADE (TYP) ELEV=530.00' TOP OF SLAB BFE=521.50' 8" 6" MIN COMPACTED CRUSHED STONE (TYP)

6x6, W2.9xW2.9 WWF (TYP)

RIGID INSUL (R-10 MIN) (TYP) 15 MIL VAPOR BARRIER (TYP) ELEV=530.00'

TOP OF SLAB

BFE=528.50' 1' - 0"

3" COVER (TYP)

.

SEE FOOTING SCHEDULE _{(3) #5'S EACH WAY (TYP)}

HSS 3.000 x 0.250 STL COLUMN 1/2" PREFORMED FILLER

AND SEALANT (TYP) STEEL BASEPLATE, SEE DETAIL 1/SF501 6" MIN COMPACTED CRUSHED STONE (TYP) G 2x6 STUDS AT 1'-4" OC (TYP) CONT 2x6 PT SILL PLATE (TYP) 1" RIGID INSUL (TYP)

RIGID INSUL (R-10 MIN) (TYP) #5'S HORIZ AT 1'-4" OC (TYP)

#5'S VERT AT 2'-0" OC, ALT INTO FTG (TYP)

(2) #5'S CONT (TYP) (2) #5'S CONT (TYP TOP AND BOTTOM) FINISH GRADE (TYP) ELEV=530.00' TOP OF SLAB BFE=521.50' 9" 2' - 0" 1' - 0" .

3" MIN COVER (TYP) STONE VENEER,

SEE ARCH DWGS (TYP)

6" MIN COMPACTED CRUSHED STONE (TYP)

6x6, W2.9xW2.9 WWF (TYP) RIGID INSUL (R-10 MIN) (TYP) 15 MIL VAPOR BARRIER (TYP) ELEV=530.00' TOP OF SLAB (2) #5'S CONT (TYP) 2' - 0" 3" COVER (TYP) . 45° 2x6/2x4 SHEAR WALL OR LOAD BEARING WALL

1' - 0" 6" MIN COMPACTED CRUSHED STONE (TYP) EQ EQ ELEV=530.00' TOP OF SLAB BFE=521.50' 8" 2' - 0" 1' - 0" .

3" MIN COVER (TYP) 8" 1' - 0" 6" REINF CONC SLAB-ON-GRADE W/ 6x6, W2.9xW2.9 WWF (TYP) ASPHALT WALK OR GRANITE PAVING #5 DOWELS AT 2'-0" OC (TYP) 2'-0" 2' -0" 8 C-503 5 C-503

EXTERIOR WALL BEYOND 5' - 0" DOWEL SLEEVE AT 1'-6" OC (TYP) #5 DOWELS, 1'-6" LONG, AT 1'-6" OC (TYP) SLOPE 1/4" PER FT #5'S HORIZ AT 1'-4" OC (TYP) #5'S VERT AT 2'-0" OC, ALT INTO FTG (TYP)

(2) #5'S CONT (TYP) (2) #5'S CONT (TYP TOP AND BOTTOM)

8" REINF CONC FND WALL 1 SB501 (SIM) 6" 1 A.9 1' - 8" 8 3/4" (SQUARE) 2' - 8 1/2" 1 1/4" (TYP) TPE=536.00' ELEV=529.87' TOP OF SHELF 8-3/4"x9" GLU-LAM COLUMN STL BASEPLATE _SF50210 GRANITE CAP STONE VENEER (TYP) 2"

(3) #4 TIES (TYP TOP AND BOTTOM)

#4 TIES AT 1'-0" OC (TYP)

1/2" PREFORMED FILLER AND SEALANT (TYP)

(3) #4 TIES (4) #6'S VERT (TYP) GRANITE PAVING (4) #6'S VERT (TYP) 8 C-503 2" COVER (TYP) NOTE: PROVIDE 1'-0" HOOKS INTO FOOTING AT (4) #6'S VERTICAL FINISH GRADE (TYP) #4 TIES AT 1'-0" OC (TYP) 1 1/2" PREFORMED FILLER AND SEALANT (TYP) 4" FIBER REINF CONC SLAB-ON-GRADE (TYP)

RIGID INSUL (R-10 MIN) (TYP) ELEV=530.00'

TOP OF SLAB

6" MIN COMPACTED CRUSHED STONE (TYP) 6" 2" 3/ 4" CURTAIN WALL, SEE ARCH FINISH GRADE (TYP) 8" REINF CONC FND WALL 1 SB501 (SIM) _8"

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

SB501

FOUNDATION DETAILS 1 MJC DNM 28 SCALE: SB501 3/4" = 1'-0"

1 TYP 8" REINF CONC FND WALL DETAIL

SB101, SB401, SB501, SB502 3' 0 6" 1' 2' 3/4"=1'-0" 1'

GRAPHIC SCALE

CHECK GRAPHIC SCALE BEFORE USING SCALE:

SB501 3/4" = 1'-0"

3 TYP INTERIOR SPREAD FOOTING DETAIL

SB101

SCALE:

SB501 3/4" = 1'-0"

2 TYP 9" REINF CONC FND WALL DETAIL

SB101, SB401 SB501 SCALE: 3/4" = 1'-0"

4 THICKENED SLAB DETAIL AT INTERIOR WALL

SB101

SCALE:

SB501 3/4" = 1'-0"

5 TYP REINF CONC STOOP DETAIL

SB101

SCALE:

SB501 3/4" = 1'-0"

6 TYP REINF CONC PIER SECTION AT FRONT CANOPY

SB101, SF502

SCALE:

SB501 3/4" = 1'-0"

7 TYP 8" FND WALL DETAIL AT CURTAIN WALL

SB101 1

DRAWING NOTES:

1. RADIANT HEAT TUBING NOT SHOWN FOR CLARITY.

2. REFER TO DETAIL 5/C-502 FOR FOUNDATION

PREPARATION AND DRAIN INFORMATION.

3. REFER TO WOOD NOTES ON SHEET S-001 FOR SIZE

(21)

1/8"

SEE SCHEDULE

4" FIBER REINF CONC SLAB-ON-GRADE WITH 6x6, W2.9xW2.9 WWF (TYP) ELEV=530.00' TOP OF SLAB RADIANT HEAT TUBING (TYP)

RIGID INSUL (R-10 MIN) (TYP) 15 MIL VAPOR BARRIER (TYP) 6" MIN COMPACTED

CRUSHED STONE (TYP)

3"

SAWCUT CONTROL JOINT (TYP)

RADIANT HEAT NOTES:

COORDINATE LOCATIONS AND SPACING OF RADIANT HEAT TUBING WITH MECHANICAL PLANS.

RADIANT HEAT TUBING AND RADIANT INSULATION SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS.

MAINTAIN 2" MINIMUM COVER FOR CONCRETE OVER ALL RADIANT TUBING AND ACCESSORIES. 1.

2.

3.

SLAB

THICKNESS DEPTHOF JOINT

4" 1" 6" 1-1/2" 4" 2" MIN 3/4" CHAMFER (TYP) EPOXY BONDING COMPOUND (TYP) EQUIPMENT ROUGHENED SURFACE

4" FIBER REINF CONC SLAB-ON-GRADE (TYP) 4" CONC HOUSEKEEPING PAD (TYP) 6x6, W2.9xW2.9 WWF (TYP) NOTES:

COORDINATE EXACT SIZE AND LOCATION OF

HOUSEKEEPING PAD WITH MECHANICAL, PLUMBING AND ELECTRICAL PLANS.

INSTALL EQUIPMENT PER MANUFACTURER'S PRINTED INSTRUCTIONS. 1. 2. 4' - 0" (TYP) 1' - 0" (TYP), 1' - 0" 45° 4'-0" 1'-0" (2) #5'S (TYP) 3'-0" 1' -0" (3) #5 DOWELS (TYP)

3" MIN COVER (TYP) (3) #5'S

CONT (TYP)

NOTES:

REFER TO FOUNDATION PLANS FOR BOTTOM OF FOOTING ELEVATIONS.

VERTICAL LENGTH ON BENT DOWELS TO MATCH VERTICAL STEP DISTANCE. 1. 2. (SEE SHEDULE) MIN HORIZ LAP SPLICE = RIGID INSUL SYSTEM AS

INDICATED (TYP)

HORIZ AND VERT STL REINFORCEMENT PER FND WALL SECTIONS

REINF CONC WALL PER FND WALL SECTIONS (TYP) EPOXY ADHESIVE (TYP) CHAMFERED 2x4 KEYWAY CENTERED IN WALL (TYP)

PLAN VIEW - VERTICAL JOINT

ELEV=530.00' TOP OF SLAB 3' - 0" SQUARE 1' - 8" 1' - 4" DIA 8 3/ 4" 2" 3/16 (TYP) RIGID INSUL (R-10 MIN) (TYP) 15 MIL VAPOR BARRIER, CONT OVER PIT (TYP)

6" DIA PVC

SUCTION PIPE (TYP)

4" REINF CONC SLAB-ON-GRADE (4) #4'S, 3'-0" LONG

EQ SPACED EW (TYP) 4" FIBER REINF CONC SLAB-ON-GRADE W/

6x6, W2.9xW2.9 WWF (TYP) GALV 2x2x1/4 AT QUARTER

POINTS AROUND PERIMETER OF CYLINDER (TYP)

3/8"x1'-8" DIA GALV STL

PLATE (TYP TOP AND BOTTOM)

6" MIN COMPACTED CRUSHED STONE (TYP) 8" GALV EXPANDED MTL DECKING ROLLED INTO CYLINDER AND OVERLAP WELDED (TACK WELD AT MIDHEIGHT OF VERT STL ANGLE)

NOTE:

COORDINATE LOCATIONS WITH PLUMBING PLANS.

15 MIL VAPOR TOP OF SLAB

RETARDER (TYP) 6" MIN COMPACTED CRUSHED STONE (TYP) 4" FIBER REINF CONC SLAB-ON-GRADE W/ 6x6, W2.9xW2.9 WWF (TYP) RADIANT HEAT TUBING (TYP) ELEV=530.00' 1 2 TO RADIANT HEAT MANIFOLD

FOIL FACED BUBBLE POLY INSUL AT THICKENED SLAB

1 2 4" 8" (COORDINATE W/ MECH) 8'-0" SQUARE 1'-0" OC (TYP) #4 TIES AT (4) #6'S VERT

EXP BOLTS (TYP) OUTLINE OF 2" COVER (TYP) 2' - 0"

2' - 0"

1. PROVIDE (3) #4 TIES WITH 2" SPACING TOP AND

BOTTOM OF VERTICAL REINFORCING STEEL.

2. LOCATE BOTTOM TIES IN COLUMN FOOTING.

3. LOCATE TOP TIE WITHIN 1-1/2" OF TOP OF

VERTICAL REINFORCING STEEL. NOTES:

1/2" PREFORMED FILLER AND SEALANT (TYP) 4" FIBER REINF CONC SLAB-ON-GRADE (TYP)

RIGID INSUL (R-10 MIN) (TYP) ELEV=530.00'

TOP OF SLAB

6" MIN COMPACTED CRUSHED STONE (TYP) 8" REINF CONC FND WALL 1 SB501 (SIM) 5 1/2" 2 1/2" 6" 8" 2x6 STUDS AT 1'-4" OC (TYP) CONT 2x6 PT SILL PLATE (TYP)

NOTE:

PROVIDE SIMILAR DETAIL AT WINDOW WALL TO FOUNDATION CONNECTION.

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

SB502

FOUNDATION DETAILS 2 MJC DNM 29 SCALE: SB502 1 1/2" = 1'-0"

1 TYP CONTROL JOINT/RADIANT HEAT DETAIL

SCALE:

SB502 1 1/2" = 1'-0"

2 TYP HOUSEKEEPING PAD

SCALE:

SB502 3/4" = 1'-0"

3 TYP 1'-0" STEP FOOTING DETAIL

SCALE:

SB502 1 1/2" = 1'-0"

4 TYP FND WALL HORIZ/VERT CONSTRUCTION JOINT DETAIL

SB102, MR101

M-401, M-502, P-401, P-501

SB101

SB101 SB502 SCALE: 1 1/2" = 1'-0"

5 TYP RADON PIT SECTION

SB101, P-101

SCALE:

SB502 1 1/2" = 1'-0"

6 TYP THICKENED SLAB DETAIL AT RADIANT HEAT MANIFOLD

SB101, MR101

8" 4" 0 1'

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

CHECK GRAPHIC SCALES BEFORE USING 3' 0 6" 1' 2' 3/4"=1'-0" 1'

GRAPHIC SCALES

SCALE: SB502 1 1/2" = 1'-0"

7 TYP 2'-0"x2'-0" REINF CONC PIER DETAIL

SB401, SF501 SB502 SCALE: 3/4" = 1'-0"

8 TYP 8" REINF CONC FND WALL DETAIL AT INTERIOR WALL

SB101

1

DRAWING NOTES:

1. RADIANT HEAT TUBING NOT SHOWN

FOR CLARITY.

2. REFER TO DETAIL 5/C-502 FOR

FOUNDATION PREPARATION AND DRAIN INFORMATION.

3. REFER TO WOOD NOTES ON SHEET

S-001 FOR SIZE AND SPACING OF SILL PLATE ANCHORS.

(22)

G 6 2 3 5 B F E 4 A D C 1 (TYP) 1 (TYP) 1 (TYP) 1 (TYP) 1 (TYP) 1 (TYP) 17 22 17 22 10 23 10

SLOPE SLOPE SLOPE SLOPE

SLO P E SLO P E SLO P E SLO P E SLO P E SLO P E SLO P E SLO P E SLO P E SLO P E 22 18 ₁₂ 12 9 17 22 17 17 12 23 15 17 15 17 14 17 14 17 13 17 17 15 22 18 14 23 23 22 22 17 17 12 17 12 17 12 17 12 22 ₁₇ 11 17 12 17 11 22 S LO P E S LO P E 6 ₆ 6 5 5 6 6 6 6 6 6 2 3 6 19 6 6 3 6 6 4 20 20 19 4 8 8 8 3 8' - 7" 8 1/2" 8' - 0" 8 1/2" 8' - 7" 1' - 10 1/2" 9' - 5" 8' - 6 1/2" (2 E Q S P A C E S ) 9' _{- 2} " 7' _{- 0} " (3 E Q S P A C E S ) 18 ' - _0" 7' _{- 7} 1 /2_" (4 E Q S P A C E S ) 32 ' - 7 1 /2_" 15 16 16 19 19 19 19 19 19 19 19 19 19 6' _{- 3} " 6' _{- 1} " 6 SF501 6 8' - 6 3/4" 7' - 3 1/4" 8' - 6 3/4" 8' - 8 1/4" 7' - 9 3/4" 22 24 (TYP) 22 22 22 1 SF206 2 SF206 3 SF206 4 SF206 1 C.1 A.9 20 4 SF504 17 21 21 22 1 4 SF501 1

N

PLAN NORTH

1 ROOF FRAMING PLAN

SF101 SCALE: 1/8" = 1'-0" SF102, SF501 1

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

SF101

ROOF FRAMING PLAN

MJC DNM 30 4' 1/8"=1'-0" 16' 8' 8' 0

GRAPHIC SCALE

DRAWING NOTES:

1. SEE DETAIL 5/SF501 FOR TYPICAL HSS COLUMN CAP

PLATE AND LVL TO HSS COLUMN CONNECTION, UNLESS NOTED OTHERWISE.

2. PROVIDE BEVELED CUT AT THE TOP OF ALL BEAMS

TO MATCH THE SLOPE OF THE ROOF.

3. HSS 3.000x0.250 AND HSS 3.500x0.250 COLUMNS ARE

LOCATED IN CENTER OF WOOD FRAMED WALLS.

KEYNOTES:

(THIS SHEET ONLY)

1 12" STRUCTURAL INSULATED PANELS.

COORDINATE ELECTRICAL WIRING CHASES REQUIRED IN PANELS WITH ELECTRICAL DRAWINGS. 2 8-3/4" x 21" GLU-LAM BEAM. 3 8-3/4" x 16-1/2" GLU-LAM BEAM. 4 8-3/4" x 12" GLU-LAM BEAM. 5 8-3/4" x 10-1/2" GLU-LAM BEAM. 6 3-1/2" x 10-1/2" GLU-LAM BEAM. 7 3-1/2" x 9" GLU-LAM BEAM. 8 3-1/2" x 13-1/2" GLU-LAM BEAM. 9 7" x 16" LVL BEAM. 10 5-1/4" x 16" LVL BEAM. 11 5-1/4" x 14" LVL BEAM. 12 5-1/4" x 11-7/8" LVL BEAM. 13 3-1/2" x 14" LVL BEAM. 14 3-1/2" x 11-7/8" LVL BEAM. 15 3-1/2" x 9-1/2" LVL BEAM. 16 3-1/2" x 7-1/4" LVL BEAM. 17 HSS 3.000 x 0.250 STEEL COLUMN. 18 HSS 3.500 x 0.250 STEEL COLUMN. 19 8-3/4" x 9" GLU-LAM COLUMN. 20 3-1/2" x 12" GLU-LAM BEAM.

21 5-1/4" x 9-1/4" LVL BEAM AT VALLEY. SEE DETAIL

9/SF502

22 SHEAR WALL. REFER TO SHEET SF102 FOR CALL

OUTS.

23 LOAD BEARING WALL. REFER TO SHEET SF102

FOR CALL OUTS.

24 CONTINUOUS (2) 2x12 LEDGER. SEE DETAIL

6/SF501.

(23)

G 6 2 3 5 B F E 4 A D C 1 (TYP) 3 SF205 1 BF1 SF205 2 BF2 SF201 SW1 SF201 SW2 SF201 SW3 SF201 SW4 SF201 S W 5 SF201 S W 6 SF202 S W 7 SF202 SW8 SF202 SW9 SF202 SW10 SF202 SW11 SF202 SW12 SF203 SW13 SF203 SW14 SF204 LBW1 SF204 LBW2 3 SF501 4 (TYP) 1 SF102 2 (BELOW) C.1 A.9 . 8 (BELOW) 8 (BELOW) 9 10 (TOP OF BEAM =538.58') 10 (TOP OF BEAM =541.00')

N

PLAN NORTH

1 FLOOR FRAMING AND HEADER PLAN

SF102 SCALE: 1/8" = 1'-0" (2 2 3 B C 1 C.1 A.9 6 SF502 (TYP) 7 SF502 _(TYP) 2' - 1 1/4" 8 1/2" 8' - 0" 8 1/2" 1' - 6 5/8" 1' _{- 7} 3 /8_" 8' _{- 2} 7 /8_" 9' _{- 2} " . . . 6 EQ SPACES) 6 6 (7 EQ SPA CES) 7 2 2 . 5 NOTES:

1. REFER TO 1/SF101 FOR ROOF FRAMING BELOW. 2. GALVANIZE AND PAINT PLATES, CONNECTORS AND FASTENERS AT CANOPY.

8 SF502 SLOPE 4 SF504 5 SF504 1

N

PLAN NORTH 1

2 CANOPY ROOF FRAMING PLAN

SF102 SCALE: 1/4" = 1'-0" SF102

UNIVERSITY OF MAINE AT

FORT KENT

FORT KENT, ME

REVISIONS

SF102

FLOOR FRAMING AND HEADER PLAN

MJC DNM 31 4' 1/8"=1'-0" 16' 8' 8' 0

CHECK GRAPHIC SCALE BEFORE USING CHECK GRAPHIC SCALES BEFORE USING

2' 1/4"=1'-0" 8' 4' 4' 0

GRAPHIC SCALE

GRAPHIC SCALES

DRAWING NOTES:

1. PROVIDE 2x12 BLOCKING EACH SIDE OF DUCT

OPENINGS.

KEYNOTES:

(THIS SHEET ONLY)

1 3/4" APA RATED PLYWOOD FLOOR SHEATHING.

2 3/4" APA RATED PLYWOOD ROOF SHEATHING.

3 2x12 FLOOR JOISTS AT 1'-0" ON-CENTER.

4 2x12 BLOCKING.

5 2x10 ROOF JOISTS AT 1'-4" ON-CENTER.

6 2x10 ROOF JOISTS.

7 (2) 2x10 BUILT-UP BEAM.

8 2x4 STUDS AT 1'-0" ON-CENTER.

9 3-1/2"x7-1/4" GLU-LAM BEAM. TOP OF BEAM

ELEVATION = 538.66'.