HHHHHHHH 111 115 THS A CONTEMPORARY RESORT HOTEL OF RENFORCED CONCRETE M ht {In Dam of I. S. MICHIGAN STATE COLLEGE .T. R. Hoinoman 1949 , .MNoMuw-M‘w‘”m~«. ' .-.- ,,. . _ ~, ,, "_ . ’ THESIS A CONTEMPORARY RESOET HO'EL OF "'WNFORCED come}??? A Thesis Submitted to The Faculty of MICHIGAN STATE COLLEGE of Agriculture and Applied Science by T.R. HEDEMN m Candidate for the Degree of Bachelor of Science May 1949 ./ L ., . c INTRODUCTION The purpose of a senior thesis is for the student to actually design a structure, or study and analyse a situation. In this way he can apply to an actual condition the theory and engineering knee-hoe he is assumed to have absorbed in the four year engineering curriculum of this institution. Designing a reinforced concrete resort hotel would be a full time job for several engineers, and would certainly take several months at least. In designing this structure, I shall only compute the size of the concrete portions and the necessary steel and placing of same. There till he an architects conception of theeempleted structure. The specifications will be only ideas of what I would insist upon should the building ever be constructed. The plulbing, heating, ventilating. arrangement of rooms, electrical wiring end design, interior decoration, landscaping of the Building and grounds, and other detail items will have to he planned later. Needless to say I have spent many hour’planning these extra items necessary to the ultimate function and architectural appeal of the structure. Time, however, does not permit their inclusion in this paper at the present time. ~ .u ..¢_ 4...:- 3 'V“ & . u 1 S u . l . . I I n s a. . . L 5 .. . .. . . n V . .. . . I I g V l .c . a I I I I. . .. . . .. . _ . i l e 1 , .3 . . I , .,.. 1 ,. . , . '5 _ . o . .u D A . A .- 1 . . . . I e a 4 _ u. . .\ . . ~ . I v r . . I A . . a l k . . I .. . . v. I V a t ‘ u. i \v I . A pl. 1. , . . ... . . . ale. .1. I . .h x . ..o. . LOCATION The theoretical location of this resort hotel is on the northwest tip of Charity Island. This island is in the State of michigan in Baginas Bay, actually a part of Lake Huron. The approximate position of the island is: 44° 02' North Latitude 83° 26‘ seat Longitude There are actually two pieces of land above the level of the lake. However, the smaller area (known as Little Charity) is only about one eighth.of a square mile. It is directly south of the main island. The larger piece of land is approximately one mile long and one half ails side, a total area of Just one half square mile. The closest teens are An Gres, Hichigan,nine miles due vest, and Caseville, Michigan,nine miles southeast. At present the property is uninhabited. Occasional fishing and siteseeing parties are the only visitors. At one tine the 0.5. Government maintained a litehouse for navigational purposes in the baginaw Bay area. This has been discontinued.years ago, but the litehouse and the keeper's hole are still standing on the northern tip of the island. The present oenop’is a Hr. Robert Gillinghal of Caeeville, Michigan.‘whether the property would be sold, or what the price would be I don't know. This is a theoretical problem designed for an actual location. J's CHAMC'EEr E-TICS OF Tm; Ifiie’fiéD AGGREGATES: Practically an unlimited supply of natural material for concrete work is found on and around the island. The materials would have to be quarried and graded,naturally. There are outoreppings of solid limestone layers of rock. This natural stone can be used instead of bricks and blocks for finished walls and fireplaces. AREA: To my knowledge, no survey of the island has been made. I would estimate the area to be from one-half to three- quarters of a square mile. a rough description of the general shape would be that of an extremely uneven five pointed star. ELEVATION: The highest point is love than thirty feet above the level of the lake. The elevations are determined by the formations of gently rising sand dunes. On the southwest side of the island is a very small lake of slightly higher elevation than the surrounding body of water. This fits nicely into the plans for additional improvements for the property. The depth of’water surrounding the property varies from six to fifteen feet. There are many large rocks to be avoided, and a large reef one-half mile northeast. SOIL CONDITIJNS: As previously stated, the island is an outcropping of limestone covered with sand dunes, upon which there is an abundance of vegetation; mostly oak and pine trees. ‘WATER 5UPPLY3 The water from the surrounding lake could be safely used for drinking and other purposes. V/EM/ Zoom/Vé £530 77/ Zoe/9779A! awe" F/B'mvosep STVUCTU/F'E, 13/4 4M3 [/9/1’6 Jig/«Apr .5794 4/7/55 Fa c/r')’ 5,4/0 g5 iuox _5'. Macy 3p ”Fe/9 é £5»; 7- 1/4 flfl/fl 4 V/é‘h/ [warm/6 M 55777 77/6 57757 ac rage /5 7776' flay/woven 4/417 7"A/o 056 7“ Wé 47 AMP fl’éézaaf’S ”3/75. 7267/5 /5 779/6 fizz/raw” 447.! f0 5/ 7704/ 0F 776 We fivsep flux A y/A/q, ADVAEH‘i'LGeLIJ o i' t he LOG“? I ah Building n resort on an island previously uninhabited and easily ecceeseble from population centers would insure a maximum of privacy and seclusion. It would also call for an excessive amount of extra development and engineering projects. In the case of CHALITY [theLD, trenoportetion would prove to be rather uncomfortable unlese the inland had an niretrip. A nine mile ride over cpen water could prove to be quite discouraging to p0w3ib1° clients. Yith the proper type of boat, the trip by water could be that, dry, and comfortable. Guests from Detroit and that vicinity could be flown to the island in lees than one hour. The island is ideal for a summer resort. In the clear waters of that ores are some of the biggest and scrappioet fish in the Great Lakes. Swimming is wonderful, and there are wide, sandy beaches all around the island. The northwest tip has n smell harbor that with some improvement could handle several large gnu“, Bridle paths would prove to be scenic and enjoyable. The hotel would have complete facilities for some: such he ehuffleboerd, billiards, and others. Lancing, lounging, eunbething drone, and bore are also included in the plane. the entire resort would prove to be en ettrnction for airmen end yochtnnsn P353133 nearby. In this particular climate, all resorts tend to be one seasonal. In our case, the season would be from hay until October. T ‘ only use for the resort during the winter months would be no a rust haven fer those who desire seclusion. Ice fishing is becoming more pepular every year, and this could prove to be a major factor in on ell-eoeeen resort. HEATING on thl STRUCTURE mm The T tower bu oovornl purpoooo other then orchitocturnl design. In the upper portion will be u water tank to o port of the water eyeton of the hotel. The square portion the will been an elontor chart. The loner end narrower portion of the tower will contain the oteimyw and call root roan on each floor. At tho top .r the colon will be e gland in obumtion tower, n beacon, and radio and television antennae. Any moon opeoo will be used no otorugo. comm: Air entrained concrete shall be used for nll portions u it he excellent weathering proportion. A cement diapereinz “out ouch no Pouolitb oholl nllo be used turnout. “great“ from the island will be found suitable for all nixoo. All ”bethroom and border! of other arena ohnll be of Torr-.80. Various architectural dooigne one be and u the form are constructed prowiou to pouring concrete. OUTER WALLS: lateral otono or found on the island will prove ouitnblo for the first floor, firepleooo, and other ports of wall- where the dooign cell- for e. mom-y well. However, for the outer woll of the «com! {leer no provioion nee been ado for the load of e moonry wnll botwoon oolmo. Therefore, I hove planned on e ohoot eliminate iii-eluted wall of e light weight for this port of the otruflture. AlfiiANCFulhi-MT 0F ROCKS AND FLOORS: The min floor will contain an cpen recreational area, aclosed lounging and game recs: with three sides of glass. The dining area shall also have three glass walls and will overlook the open water. The center portion will contain the lobby, stairway, mnager's office, and kitchen. If the water table of the island permits, s. utility room will be the only semblance to a basement area. The second floor shall contain four suites, two at each end of the building. In addition, there will be my room, bathrooms, and two dormitories. The manager's suite is desk 5-5. The reminder or the third floor is to be an open dance floor and sunbathing deck. Movies can be projected on the square portion of the T tower and viewed by guests tron the sundeu: area. A bar for drinking takes up deck #3. Deck f2 could be e. bridal suite if the ceiling from the bar is completely soundproefed. The elevator ends at the bar deck. GISNLLhAL IESIGNz This thesis covers only the very basic plans of the total idea. In computing size of members I have allowed for an additional floor to be added later. The columns are oversize, but in the flat slab and cap type of structure has a particularly good resistance to wind and other twisting forces. The overall siss is 30' x 150', and the tower is 60' tall. There will be suspended ceilings to allow for plumbing and electrical conduit. Rooms and ceiling shall be soundprocfed. A chimney can be run thrn the center of "D" columns to accomodate a fireplace and the fumes from the oil heating unit. Heating will be of the radiant floor panel type. - .§ . ‘ .t. .. 0‘- .w e . I ev . el ‘. l I - 0. ADDITIONAL PROJECTS AIR STRIP: An airstrip of 4000' could be easily constructed across the island. It is really a neccessity. It would have to be suitable for aircraft such as the standard ssnll airliners as the DC-3. Prevailing winds would be the factor in its plans. SWIMmNG POOL: For days when lake swiming ny be uncomfostable, a pool should be available. It would be located so as to be sheltered from wilds, but still be in the sun most of the day. GAME AND PLAYGROUND FACILITIES: Tennis courts. shuffleboard, bridle paths, beach areas. etc. would be constructed or developed. is this is primrily a resort, these facilities must be fully developed after careful planning. UTILITIES‘ An adequate and safe water supply is the number one item, A sewage diaposal system is also important. On an island, a method of communication is necessary. Electrical power must be provided, and must be exceptionally reliable. hater could be obtained from the labs. and with very little treatment be safe for all uses. The best deal for sewage night be to study the water currents near the island, and then pipe the mterial out from the island far enough so it would be carried out to the open lahs and not be swept back to the beaches. s large septic task would be another solution. YACHT BASIN AND BOAT DOCK: A protected landing must be provided for the eraft that visit the island. The lake that is on the island could be deepened and a channel out to the open water. The nterial renewed in this process would be used as aggregate for constructiu of the hotel. ‘ Standards for Reinforced Concrete Design (3: - equals) f'c n 2500 psi. concrete with a 28 day strength of 2500;,» shall be the standard throughout this problem. fs :3 20,000 psi. mximum stress for steel , design factor fc n 1125 psi :3 .45f'c Compressive loud .ZSf'c n 625 psi, swim compressive load for columns 3, T n .0261. «Em-- . in this case n .ozeL § v n .O3f'c as 75 psi, maximum shearing, stress d a: , effective depth of slab ”uh... Kb A, 3. J... , area of steel to be placed in concrete fo dd )5 u k w 82, moment calculations for continuous slabs j n 7/8, design factor v s: “5}? , computation for unit shearing stress v 205d ' : a bond stress Other formulas used were found in Joint Comittou Specifications .U 0M\ 0* or 0*. 0N\ 23 0* on 93 or wklwmmt. 0“ “U >\\ Q‘OV “.0ch 2%? \NnVMvNQQQ é’ .3664“ #1 [Hoof CF M/V/I5C‘PS 50’7—5 ‘3” [rig/52w)? ’/‘7 7-77 ”7—7 .N 71-,— / // , , 7: 75wél? 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STATE UNIVERSITY LIBRARIES 1 \ 1L; JILLI‘L‘JLIQLLll 30851