Loading...
M-11-6103Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE v;.. ° NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE, I (We) have been retained by /flOSS r ASsecc 4v s to perform special inspector services under the Florida Building Code at the l3A111v LIN iv. get/Aram ►w.tproject on the below listed structures as of 3uw&. 1, zoo (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) SPECIAL INSPECTOR FOR • >. -.Ll . - - - LailiFcitAC- ■ •O ■oo❑ Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. -Tesac ± t'loJo A, i.r 2. MMn e SEAN . PE 3. f vI2i tAfi i Pr? 4. E,voie Bakmr *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or censure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Budding Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer /Architect Name u r.. _ o / gcrwaA[_ 4 up, Mk DATE: 06/2r/ /I 6..0aAvA I'E 4113_3 Created on 6/1012009 (PRINT) Address If' y/aa/Aro /2oA 1/ 20s— gotA aAT211 Ft 33431 Phone No. •l • %62.8/99 • MIAMI DADE COUNTY miamidade.gov 06/07/2011 Mr. Bruce Edwards Barry University 2101 N. Andrews Avenue Suite 300 Fort Lauderdale, FL 33311 Department of Environmental Resources Management Plan Review and Development Approvals Division 11805 SW 26th Street, Ste. 124 Miami, Florida 33175 -2474 T 786 - 315 -2800 F 786 -315 -2919 Re: Barry University Residence Hall 320 NW 115th Street, Miami Shores, FL 33168 WE: 2011- WAT -EXT -00051 FDOH #: 272313 - 879 -DSGP Date of Issue: 06/07/2011 Expiration Date: 06/06/2016 Dear Mr. Edwards: This letter shall serve as notification that the application and plans submitted for construction of the water distribution/transmission system to serve the above referenced project has been approved by Miami -Dade County Environmental Resources Management as required under Section 24-15, Miami -Dade County Code. This permit shall be valid for (5) five years from the date of issuance. The use of these plans obtaining a building permit obligates the owner to construct the proposed facility in strict compliance with the approved design. No alteration or deviation is permitted without written consent of this Department. PROJECT DESCRIPTION: Construction of a 680 LF, 12 -inch, DIP WM and 2 fire hydrants. This is an approval for the construction of the potable water distribution system and is not to be construed as an approval of adequate fire flow. In no way shall this approval be construed as an approval for construction of any structure to be served by this system. Approval of any such structure by Miami -Dade County Environmental Resources Management for building permit would depend upon the capacity of the water treatment facilities serving this project to accept additional potable water demand at the time of application. Sincerely, Carlos Hemandez, P.E., Chief Plan Review and Development Approvals Division DERM Department of Environmental Resources Management Miami -Dade County Plan Review Summary Process Number: M2011006103 FINAL CORE REVIEW DATE: 5/27/2011 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-2136-000-0040 NAME: SHERRY CHERYL WERNER ADDRESS: 11300 NE 2ND AVE, MIAMI, FL 33 EMAIL: PERMIT TYPE DESC.: RESIDENCE HALL PHONE #: 9544105099 DISAPPROVAL CODES: Disapproval Code 01: 0214 - Remarks TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Marta Hidalgo 05/23/2011 Reviewed Comments: DEMOLISHING EXISTING BLDGS AND CONSTRUCTING A 70970 SF (PER SHEET G0100) THREE STORY DOMIRTORY BLDG. WATER & SEWER (WASD NUMEROUS ACCTS #'S 0213911793, 1161408230, 9514275011, 5436399169). THE FOLLOWING PROCESS #11- 01028406 WAS CREATED FROM RAYMOND CHIRINO (WASD). 214 -THE ESTIMATED NET INCREASE IN SANITARY SEWAGE FLOW RATE IS EQUAL TO OR GREATER THAN 10,000 GALLONS PER DAY. THEREFORE, A DETAILED PEAK FLOW ANALYSIS IS REQUIRED BY THE MDC WASD BEFORE DERM CAN FINALIZE THE SANITARY SEWER CAPACITY CERTIFICATION (ALLOCATION LE 1 i ER). FOR YOUR CONVENIENCE, DERM HAS SENT A REQUEST DIRECTLY TO MDC WASD TO HAVE THEM PERFORM THIS ANALYSIS. WHEN COMPLETED, MDC WASD WILL NOTIFY DERM AND THE ALLOCATION WILL BE COMPLETED. ASBES Review Anthony Hung 05/24/2011 Approved Comments: May 24,2011: Total demoliton of three structures under N/D #61895 approved by downtown AIR on Apr 6,2011. New construction of a 71,000 sf 3 -story residence hall for Barry University. P D Review Manny Tobon 05/23/2011 Approved Comments: DERM Water Control Section records show that a Surface Water Mangement (ERP) Permit # 13 -04967 -P, was issued for the proposed project. TREES Review Hilcia De la Cruz 05/27/2011 Approved Final Core Review Marta Hidalgo 05/27/2011 Overall Disapproval — Comments: 214 -THE ESTIMATED NET INCREASE IN SANITARY SEWAGE FLOW RATE IS EQUAL TO OR GREATER THAN 10,000 GALLONS PER DAY. THEREFORE, A DETAILED PEAK FLOW ANALYSIS IS REQUIRED BY THE MDC WASD BEFORE DERM CAN FINALIZE THE SANITARY SEWER CAPACITY CERTIFICATION (ALLOCATION LETTER). FOR YOUR CONVENIENCE, DERM HAS SENT A REQUEST , DIRECTLY TO MDC WASD TO HAVE THEM PERFORM THIS ANALYSIS. WHEN COMPLETED, MDC WASD WILL NOTIFY DERM AND THE ALLOCATION WILL BE COMPLETED. Please do not hesitate to email me with any question(s) you may have regarding the review comments for this project. While I may not respond immediately to your email, because I may be assisting another customer at the time I receive your email, I will reply within 24 hours of receiving your email unless I am out of the office. My email address and that of my direct supervisor are as follows: My Email: hidalm @miamidade.gov My Supervisors Email: guerrch @miamidade.gov f� MIAM \\' COUNTY ❑ ALL ❑ HCAP ❑ ROOF ilrl� & Neighborhood Compliance Herbert S.°5affii1 eermitting and Inspection Center, 11805 SW 26th Street Miami, Florida 33175 -2474 786 - 315 -2100 VIEWS LEC ❑ LANDSCAPING PLUM ❑ SIGN ❑ STRU ❑ ZNPR ❑ PERMIT BY AFFIDAVIT CHECK ❑ SHORTTERM EVENT AFFIP "` ❑ ENRG ❑ PWKS ❑ WASD K ❑ OPTIONAL PLAN REVIEW 0 BLDG 0 ELEC OMECH 0 PLUM 0 STRU Dear Applicant: Please complete the following information for notification on of your plans. Applicant's First Name: (PRINT CLEARLY).1‘N.ei"i Cellular Number. 154 "' 10 s 5099 Of, fice/Home Number: I54-- `169 4:6t 07 EMAIL Address: ��Q.� @-�� (4Ro. e.1 ,1\ Last Name: (PRINT CLEARLY) erAf. r Comments: NOTE: IF AN EMAIL ADDRESS WAS PROVIDED YOU WILL BE NOTIFIED VIA EMAIL AND /OR AUTOMATIC TELEPHONE CALL CONCERNING THE STATUS OF YOUR PLANS --------------- -- -FOR OFFICE USE ONLY- TO BE COMPLETED BY BUILDING AND OCCUPANCY REPRESENTATIVE OR PLANS PROCESSING SPECIALIST: Application Date: S J Clerk Nam Process No(s): 4 E, 411111111• CIC 1:1 04.49 Ell air :ustomer I`Tdtified, By: '23_01417 1210$ Arrival'I une: ❑ Walk -Thru ❑ Residential ❑ Re -Issue ❑ Shop Drawing TO BE COMPLETED BLDG OA UD ON DERM OA OD ON ELEC CIA OD UN ENRG OA OD ON FIRE . OA UD ON BY BUILDING AND OCCUPANCY PLANS PROCESSING SPECIALIST HCAP OA UD ON LAND OA OD UN MECH OA OD UN PLUM OA UD UN WASD OA UD ON Date: REPRESENTATIVE OR ROOF UA OD ON SIGN OA LID ❑N STRU OA ❑D UN ZNPR OA UD UN HRS UA UD UN / Time: ATRACKNO4 05/12/2011 12:55:28 TRACKING NO.: LAST NAME: BEEPER: OFFICE PHONE: COMMENTS: BM RESIDENCE BUILDING DEPARTMENT BNZM1176 ADD PLAN TRACKING NUMBER K1952 PAGE: 1 OR CD(C) : P 0000826078 APPLICATION DATE: 05122011 PLANS - PAPER(P) FIRST NAME: SHERRY 000 0000000 CELLULAR: 954 4105099 EXPEDITE FLAG: WY 0000000 HOME PHONE: VST 7698107 DESC: E -MAIL: SWERNER@MO A L HALL PIIOCESS : M2011006103 PF1 = UPDATE A NEXT SCREEN NEXT KEY PLANS TRACKING NUMBER HAS BEEN PF7 = BACKWARD PF8 = FORWARD PF9 = ADD FEES PF10 = EXIT CLEAR = PREV SCRN C;4' C)"( Carlos Alvarez, Mayor Water Supply Certification Num a ">7 '.. <..........°.....° Water Supply Certification Issued Date:02/17/2011 Building Process Number rPs VU\`0 3: Applicant ELKA LINTON DORSETT 1221 Brickell Ave MIAMI, FL 33131 Re: Adequate Water Supply Certification Owner. Organization: Water & Sewer F.O. Box 330316.3071 SW 38th Avenue Miami, Florida 33233 -0316 T 305.665 -7477 F 786 -552 -8763 D. BRUCE EDWARDS BARRY UNIVERSITY INC 11300 NE SECOND AVE MIAMI, FL 33161 miamidadegov The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification Form, or Ordinance Letter. Project Name: BARRY UNIVERSITY STUDENT HOUSING Project LocationNW 2ND AVE AND NW 115 ST Miami Shores Previous Use:Vacant area of existing university Proposed Use:247- BED STUDENT DORMITORY Previous Flow: 0 (GPD) Total Calculated Flow: 24,700 (GPD) Reserved Flow: 24.700 (GPD) Zoe/ The Department has evaluated your request pursuant to Policy CIE -5D and WS -2C in the County's Comprehensive Development Master Plan and Limiting Condition No. 5. of the South Florida Water Management District Water Use Permit Number 13- 00017 -W. Based on its review of all applicable information, the Department hereby certifies that adequate water supply is available to serve the above described project. This Adequate Water Supply Certification will expire if a building permit is not applied for within 365 days of the date of issuance of said certification. If an Agreement is executed for the proposed project, the certification will remain active with the terms of the Agreement until such time as the building permit is applied for. If a building permit is applied for in accordance with the aforementioned conditions, this certification will remain active with the building permit process. Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Also, be advised that the gallons per day (GPD) flow reserved herein is for water certification purposes only and may not be representative of GPD flows used in calculating connection fees by the utility providing the service. Should you have any questions regarding this matter, please contact Maria A. Valdes, Supervisor Planning and Water Use Unit, (786) 5;52 -8198 or via email at mavaidtmiamidade.gov. Sincerely, Planning and Water U C5BFED44 -5AC7 8DDABF94E Carlos Alvarez, Mayor Water Supply Certification Number.207 Water Supply Certification Issued Date:02/17/2011 Building Process Number. Applicant ELKA LINTON DORSETT 1221 Bricicell Ave MIAMI, FL 33131 Owner Organization: Water & Sewer P.O. Box 330316.3071 SW 38th Avenue Miami, Florida 33233 -0316 T 305- 665 -7477 F 786 -552 -8763 D. BRUCE EDWARDS BARRY UNIVERSITY INC 11300 NE SECOND AVE MIAMI, FL 33161 miamidadegav Re: Adequate Water Supply Certification The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification ation Form, or Ordinance Letter. Project Name: BARRY UNIVERSITY STUDENT HOUSING S f Project Location :NW 2ND AVE AND NW 115 ST Miami Shores Previous Use :Vacant area of existing university Proposed Use:247- BED STUDENT DORMITORY Previous Flow: 0 (GPD) Total Calculated Flow: 24,700 (GPD) Reserved Flow 24,700 (GPD) The Department has evaluated your request pursuant to Policy CIE -5D and WS -2C in the County's Comprehensive Development Master Plan and Limiting Condition No. 5. of the South Florida Water Management District Water Use Permit Number 13-00017-W. Based on its review of all applicable information, the Department hereby certifies that adequate water supply is available to serve the above described project. This Adequate Water Supply Certification will expire if a building permit is not applied for within 385 days of the date of issuance of said certification. If an Agreement is executed for the proposed project, the certification will remain active with the terms of the Agreement until such time as the building permit is applied for. If a building permit is applied for in accordance with the aforementioned conditions, this certification will remain active with the building permit process. Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Also, be advised that the gallons per day (GPD) flow reserved herein is for water certification purposes only and may not be representative of GPD flows used in calculating connection fees by the utility providing the service.. Should you have any questions regarding this matter, please contact Maria A. Valdes, Supervisor Planning and Water Use Unit, (786) 552 -8198 or via email at mavald @miamidade.gov. Sincerely, Planning and Water Use Unit C5BFED44- 5AC7 -47AF BDF9- 9CE8DDA8F94E Department of Environmental Resources Management Miami -Dade County Plan Review Summary Process Number: M2011006103 FINAL CORE REVIEW DATE: X127/2011 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11- 2136- 000 -0040 NAME: SHERRY CH ADDRESS: 11300 NE 2ND AVE, MIAMI, FL 33 EMAIL: PERMIT TYPE DESC.: RESIDENCE HALL PHONE #: 95441050 DISAPPROVAL CODES: Disappro al Code 01: 0214 - Remarks TASK ' REVIEWED BY STATUS DATE STATUS Initial ' ". re Review Marta Hidalgo 05/23/2011 Reviewed Comments: DEMOLISHING EXISTING BLDGS AND CONSTRUCTING A 70970 SF (PER SHEET G0100) THREE STORY DOMIRTORY BLDG. WATER & SEWER (WASD NUMEROUS ACCTS #'S 0213911793, 1161408230, 9514275011, 5436399169). THE FOLLOWING PROCESS #11- 01028406 WAS CREATED FROM RAYMOND CHIRINO (WASD). 214 -THE ESTIMATED NET INCREASE IN SANITARY SEWAGE FLOW RATE IS EQUAL TO OR GREATER THAN 10,000 GALLONS PER DAY. THEREFORE, A DETAILED PEAK FLOW ANALYSIS IS REQUIRED BY THE MDC WASD BEFORE DERM CAN FINALIZE THE SANITARY SEWER CAPACITY CERTIFICATION (ALLOCATION LETTER). FOR YOUR CONVENIENCE, DERM HAS SENT A REQUEST DIRECTLY TO MDC WASD TO HAVE THEM PERFORM THIS ANALYSIS. WHEN COMPLETED, MDC WASD WILL NOTIFY DERM AND THE ALLOCATION WILL BE COMPLETED. ASBES Review Anthony Hung 05/24/2011 Approved Comments: May 24,2011: Total demoliton of three structures under N/D #61895 approved by downtown AIR on Apr 6,2011. New construction of a 71,000 sf 3 -story residence hall for Barry University. P D Review Manny Tobon 05/23/2011 Approved Comments: DERM Water Control Section records show that a Surface Water Mangement (ERP) Permit # 13 -04967 -P, was issued for the proposed project. TREES Review Hilcia De la Cruz 05/27/2011 Approved Final Core Review Marta Hidalgo 05/27/2011 Overall Disapproval Comments: 214 -THE ESTIMATED NET INCREASE IN SANITARY SEWAGE FLOW RATE IS EQUAL TO OR GREATER THAN 10,000 GALLONS PER DAY. THEREFORE, A DETAILED PEAK FLOW ANALYSIS IS REQUIRED BY THE MDC WASD BEFORE DERM CAN FINALIZE THE SANITARY SEWER CAPACITY CERTIFICATION (ALLOCATION LETTER). FOR YOUR CONVENIENCE, DERM HAS SENT A REQUEST DIRECTLY TO MDC WASD TO HAVE THEM PERFORM THIS ANALYSIS. WHEN COMPLETED, MDC WASD WILL NOTIFY DERM AND THE ALLOCATION WILL BE COMPLETED. Please do not hesitate to email me with any question(s) you may have regarding the review comments for this project. While I may not respond immediately to your email, because I may be assisting another customer at the time I receive your email, I will reply within 24 hours of receiving your email unless I am out of the office. My email address and that of my direct supervisor are as follows: My Email: hidalm @miamidade.gov My Supervisors Email: guerrch @miamidade.gov NKEIIIIE iineering testing, dunkelberg erin Moss and Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Mr. Brett Atkinson Vice President Subject: Subsurface Study Report New Three Story Dormitory And At Grade Vehicle Parking Lots Barry University Miami Shores, Florida Gentlemen: INTRODUCTION February 21, 2011 Project No.: FTL -11 -0704 (BG 41.1) Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has completed a subsurface study in connection with the new three story dormitory and grade level parking lots that are to be constructed at Barry University in Miami Shores, Florida. The new dormitory will be sited at the southeast corner of the intersection of N.E. 115`h Street and N.W. 2nd Avenue. A new at grade vehicle parking lot will be constructed north of the new dormitory while others will be built east and south of Benincasa Hall. Consideration is also being given to constructing an at grade vehicle parking lot on the west side of N.W. 2nd Avenue due south of an existing vehicle parking field. PROJECT CONSDIERATIONS The project will involve the design and construction of a three story, U- shaped dormitory with a typical floor area of 21,500 square feet. Construction of the dormitory will employ tilt up concrete panels for the perimeter walls and a system of isolated columns. These components will carry hollow core floors with a two -inch thick concrete topping. We understand that the perimeter walls and interior columns of the structure will impart maximum loads of 10 kips per foot and 450 kips to their foundations, respectively. The at gra vehicle parking lots will be provided with a flexible pavement section. Stormwater runoff from ing lots will require pretreatment to meet water quality standards. Exfiltration trenches will f 's purpose. SURFACE FEATURES OF THE SITE d dormitory is an undeveloped parcel of land that currently supports an asphalt ed temporary parking lot and a number of portable classroom structures. Terrain he parcel is comparatively level. The ground surface is mostly covered by maintained grass. rospective parking lot located on the west side of N.W. 2nd Avenue is flat and featureless and is now State of Florida Board of Professional Engineers Authorization No. 6870 Toll -Free: (877) 643 -6832 Barry University Project No. FTL -11 -0704 (BG 41.1) February 21, 2011 Page 2 used for parking of student vehicles. It contains asphaltic concrete surfaced drive aisles and grass covered parking stalls. SUBSURFACE CONDITIONS Subsurface conditions at the site were explored with seven 30 -foot deep engineering borings located as shown on Sheet 1. The borings were accomplished with a truck mounted Central Mine Equipment Model 45 drill rig using mud rotary procedures. Samples of the in -place materials were recovered at frequent vertical intervals using a standard split spoon driven with a 140 -pound drop hammer falling through a distance of 30 inches (the Standard Penetration Test after ASTM D 1557). Between samples, the borings were extended using a 2.625 -inch diameter tricone roller bit. A dense bentonite slurry was circulated in the borings to remove drill cuttings and maintain sidewall stability. Samples of the materials recovered from the borings were placed in moisture -proof containers and transported to our laboratory. Upon receipt, the samples were visually examined and classified using Unified Soil Classification System nomenclature and geologic terminology as appropriate. Logs of the borings and records of the Standard Penetration Tests are provided on Sheet 2. The borings found the site to be mantled by several inches of organic fine sand (topsoil). The topsoil is underlain by loose to locally medium dense fine sand with variable amounts of limestone and shell fragments that extends to depths of 7 to 10.5 feet below grade. Loose to very loose fine to medium sands occur next in the profile and persist to 25.5 to 32.5 beneath the ground surface. Over the remaining depths explored, the borings encountered a formation of weakly to moderately well cemented sandy limestone. Groundwater levels were measured in the boreholes upon completion of the drilling operations. The depths to the water table varied from 9.8 to 10.4 feet. Differences in the depth to the free water surface are attributed to varying ground surface elevations at the boring locations in as much as the phreatic surface across the site should be comparatively flat. A one to two foot rise in the water table surface is expected during the height of the wet hydroperiod when rainfall and recharge are at a maximum. HYDRAULIC CONDUCTIVITY EVALUATION Four borehole permeability tests were performed at the site to evaluate the hydraulic conductivity of the near surface profile components. Locations of the tests are depicted on Sheet 1. The tests were performed in six -inch diameter by 15 -foot deep boreholes whose sidewalls were stabilized with a two -inch diameter Number 20 slot PVC well screen and 6/20 silica sand. Prior to testing, each borehole was saturated for a period of four to five minutes using between 167 and 216 gallons of water. The permeability tests were then performed utilizing usual, open hole, constant head methodology. Results of the tests are furnished on Sheets 3A through 3D along with pertinent stratigraphic, geometic and hydraulic conditions for each location. The hydraulic conductivity values range from a low of 0.69 x 10"3 cubic feet per second per square foot (cfs/sf -ft) to a high of 1.74 x 10"3 (cfs /sf -ft). Owing to the high permeability of the soils at test locations BHP -1 through BHP -3 and the short duration of the tests, we DUNKELBERGER Barry University Project No. FTL -11 -0704 (BG 41.1) February 21, 2011 Page 3 recommend that the hydraulic conductivity values from these three tests be reduced by 50 percent to account for a lack of flow equilibrium. The result of the test at location BHP-4 is considered representative of the soil conditions existing there and need not be reduced. GEOTECHNICAL ENGINEERING EVALUATION Results of the study confirm that the site is generally suitable for the planned construction when viewed from a geotechnical engineering perspective. Owing to the low strength and high compressibility of the sandy profile components, support of the dormitory on spread footings without significant pre - treatment of the subsoils is not feasible. While both shallow and deep foundation options may be considered for the building, we believe that technical and cost factors will favor use of spread footings that rest on sandy soils improved using vibro- replacement (i.e. stone column methodology). Pre - treatment of the soils using vibro- replacement will allow the spread footings to be designed for an allowable bearing pressure of 10,000 pounds per square foot while assuring satisfactory total and differential settlement performance. Recommendations for site preparation, soil pre - treatment, foundation design and related aspects of the project are furnished in the sections that follow. CLEARING, GRUBBING AND STRIPPING Surface vegetation should be cleared from all areas receiving fill, structures and paving and its root system grubbed from the soils. Clearing and grubbing should consist of the complete removal and disposal of timber, brush, stumps, roots, rubbish, debris and all other obstructions resting on or protruding through the surface of the existing ground and the surface of excavated areas. All roots greater than one inch in diameter, or high concentrations of smaller diameter roots exposed by clearing, grubbing and stripping, should be removed to a depth of not less than 12 inches. We expect the stripping depths across the site will be less than six inches. FILL CONSTRUCTION Fill required to bring the site to construction grades and to elevate the building pad should consist of clean, granular materials that are free of debris, cinders, combustibles, roots, sod, wood, cellulose and organic material. The fill should have not more than 10 percent passing the U.S. Standard No. 200 sieve (dry weight basis) and have no particle size larger than 3 inches. The fill should be placed in 12 -inch thick (maximum) loose lifts each of which is compacted to 95 percent of the ASTM D 1557 maximum dry density. VIBRO- REPLACEMENT The vibro- replacement should be accomplished with a 150- horsepower (minimum) vibroflot that has a centrifugal force of not less than 22 tons. Treatment of the profile components in the foundation areas DUNKELBERGER Barry University Project No. FTL -11 -0704 (BG 41.1) February 21, 2011 Page 4 should extend from the footing bottoms to the surface of the limestone formation that the exploratory borings encountered at 25.5 to 32.5 feet below grade. Add fill used in the compaction points should consist of crushed limestone. The crushed limestone should meet the gradational requirements established for Number 57 coarse aggregate within the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. Evaluation of the adequacy of the vibro - replacement work should be based on review of vibro- replacement records that are maintained for each stone column during its installation. The records should include such information as add fill quantity, vibroflot withdrawal rate and amperage buildup during add fill compaction. In addition, the field quality assurance measures should include post vibro - replacement testing of the profile components using a static cone penetrometer equipped with a friction mantle (ASTM D 3441). Specifications prepared for the project should require that the granular soils over the treated interval afford a cone penetrometer tip resistance of not less than 120 tons per square foot when tested anywhere in the compaction pattern. Vibro - replacement operations should be performed by an experienced ground improvement contractor using a plan that he /she prepares. The plan should utilize center -to- center spacings for the vibro- replacement points in the isolated footing areas that are normally used in granular soils to achieve 80 percent relative density. A somewhat less intensive treatment pattern will be acceptable in the areas of the wall footings which have a load of only 10 kips per foot. Before adoption, the ground modification plan should be reviewed by the geotechnical engineer and structural engineer for conformance with the intent of the foundation design. FOUNDATION DESIGN AND CONSTRUCTION The major bearing walls and columns for the dormitory should be supported on spread footings that rest on the vibro- replacement improved soils and are designed for a net allowable bearing pressure of 10,000 pounds per square foot. To provide an adequate factor of safety against a shearing failure in the subsoils; (1) all foundations should be based not less than 30 inches below the lowest adjacent grade and (2) isolated foundations should not be less than 5 feet wide. Since the wall footing loads will not exceed 10 kips per foot, the minimum footing width for this loading condition should be 20 inches, which will result in an imposed bearing pressure of 6,000 pounds per square foot. The recommended bearing pressure refers to dead and normal live loads and reflects a net increase in pressure over and above that due to the overburden soils. It may be increased by 25 percent for total Toads, including wind forces. Foundations subjected to lateral forces will resist those forces through earth pressure mobilized on the vertical faces of the footings located at right angles to the direction of load application and shearing forces acting at the footing - subgrade interface. Earth pressure resistance may be determined using an equivalent fluid pressure of 180 pounds per square foot per foot depth (psf /ft) for moist granular soils above the water table. Base shearing resistance may be computed using a coefficient of friction of 0.35. The design of the footings against sliding should include a factor of safety of not less than 1.5. DUNKBLBERGBR Barry University Project No. FTL -11 -0704 (BG 41.1) February 21, 2011 Page 5 Individual footing areas should be excavated, formed, and maintained in a dry condition until placement of the substructure concrete. The excavation bottoms should be tamped with a hand -held or walk- behind compactor prior to placement of reinforcing steel. The compactive effort should achieve a relative compaction of 95 percent (ASTM D 1557) for a minimum depth of 12 inches below the excavation bottom. Foundations designed and constructed in the recommended manner are estimated to sustain a maximum total settlement of somewhat less than one inch provided the wall and column loads for the structures do not exceed those presented earlier in the report. Differential settlements that occur between adjacent foundations are not expected to exceed one -half inch. Angular distortions along wall footings due to differential settlement should not be more than 1 in 1000. Because the subsurface materials at the site are granular in texture, foundation settlements should occur as rapidly as the loads are applied and be nearly complete by the end of the construction period. GROUND FLOOR SLABS Slab -on -grade construction may be used for the ground floor of the building. The slab concrete should be cast upon granular engineered fill compacted to 95 percent of the ASTM D 1557 maximum dry density. Provisions should be made for the installation of an impervious membrane at the slab and subgrade soil interface to minimize the potential for slab moisture problems. Ordinarily, a 6 -mil thick film of polyethylene is sufficient for most construction. However, floor coverings which are particularly sensitive to moisture flux may require a thicker membrane and/or one of different composition. PAVEMENT CONSIDERATIONS Conventional flexible (asphalt concrete surfaced) pavement sections can be used for the drive aisles and parking areas of the project. The sections provided below are typically used in this geographic area for heavy and light duty pavements. Heavy Duty Pavement Component Thickness and Composition Wearing Course Base Course Subbase 1.5 inches structural asphaltic concrete 8 inches of crushed aggregate (LBR = 100 minimum) 12 inches of stabilized subgrade material (LBR = 40 minimum) Light Duty Pavement Component Thickness and Composition Wearing Course Base Course Subbase 1 inch structural asphaltic concrete 6 inches of crushed aggregate (LBR =100 minimum) 12 inches of stabilized subgrade material (LBR = 40 minimum) DUNKELBERGER Barry University Project No. FTL -11 -0704 (BG 41.1) February 21, 2011 Page 6 The sections given previously are intended as a guideline only as the pavements should be designed specifically for the vehicle Toad intensities and frequencies anticipated during the life of the project. Crushed aggregate for the base course should meet the requirements of Section 911 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. It should have a Limerock Bearing Ratio (LBR) of at least 100 and be compacted to not less than 98 percent of the Modified Proctor (AASHTO T -180) maximum dry density. Subbase materials should be densified to an equivalent relative compaction. Subgrade soils receiving flexible paving should be uniformly compacted to 95 percent of the maximum dry density (AASHTO T -180). LIMITATIONS OF STUDY Dunkelberger has completed a subsurface study for the new dormitory and parking areas to be constructed at Barry University in Miami Shores, Florida. The purpose of the study was to explore the subsurface conditions of the site and provide geotechnical criteria for the design and construction of the project components. Dunkelberger warrants that the recommendations and professional advice presented in this report were promulgated based upon recognized practice in the disciplines of soil mechanics, foundation engineering, and engineering geology. No other warranties are expressed or implied. oOo Dunkelberger appreciates the opportunity to assist you on this project. We trust that the information provided in the report is clear and understandable. Should it require any clarification or amplification, however, please contact Mr. Thomas J. Tepper, P.E. at 954 -730 -9114. ®4®t® ®®e o Aso,, Ns J. j° ® ®oi® Very truly yours, � .NW ; 0' 50' 100' 200' Scale: 1" = 100' s -:_ r �'' •yam SITE AREA: NORTH SITE: SOUTH SITE: TOTAL SITE AREA: REQUIRED PARKING: RETAIN EXISTING PARKING (BENINCASNKOLASA): REQUIRED PARKING FOR NEW RES HALL (3 SPACES /4 BEDS): TOTAL PARKING REQUIRED: PROVIDED PARKING: NORTH EXISTING PARKING: NORTH PARKING (NEW): WEST BENINCASA PARKING: SOUTH BENINCASA PARKING: EAST KOLASA EXPANDED PARKING: SUB TOTAL ON SITE: SOUTH PARKING (ACROSS THE STREET): TOTAL PROVIDED PARKING: LEGEND e _ STANDARD PENETRATION TEST (SPT) TB -1 BORING LOCATION AND NUMBER _ BOREHOLE PERMEABILITY TEST (BHP) BHP -1 LOCATION AND NUMBER Locations are approximate. 4.11 Ac. 1.11 As 5.22 Ac. MSV 111 SPACES 188 SPACES 299 SPACES 50 SPACES 26 SPACES 39 SPACES 20 SPACES 62 SPACES 197 SPACES 104 SPACES 301 SPACES 1.1)RAWN JD CHECKED TJT APPROVED TJT SCALE 1"= 100' REVISED BARRY 111 SPACES 84 SPACES 195 SPACES BORING LOCATION PLAN NEW THREE STORY DORMITORY AND AT -GRADE VEHICLE PARKING LOTS BARRY UNIVERSITY MIAMI SHORES, FLORIDA DQNKELBE1!G R engineering & test ng. nc. DATE 2 -11 -11 NO. FTL -11 -0704 1 J l BORING NO. 0 10 w 15 u_ z F-. W 20 0 25 30 10.0' 2 -8 -11 35 LEGEND Dark gray organic fine SAND (PT) (Topsoil) I 11 -I r(P. ►i °i 0® 0 ii 1=1 TB -1 N TB -2 N Light brown to gray fine SAND with trace to some limestone and shell fragments (SP) (Fill) Light brown, orange -brown and light gray fine to medium SAND, some lenses with trace silt (SP, SP -SM) Light brown to Tight gray sandy LIMESTONE TB -3 N •=1 10110 IMO ■1= • N - Indicates the number of blows of a 140 pound hammer, freely falling a distance of 30 inches, required to drive a 2 -inch diameter sampler 12 inches (ASTM D 1586) Indicates the weight of the hammer advanced the sampler 18 inches WOH /18 - TB -4 TB -5 N N SP - Unified Soil Classification System Group Symbol (ASTM D 2487) TB -1 - Standard Penetration Test (SPT) boring and number 10.0 ' y — Depth of groundwater (feet) 2 -8 -11 & date measured • • • • 10.0'y 2 -7 -11 83 1 10 5 MN I 12!.J rragmentns rrrrom 0.5 - 2' 0 0 0 NOTES (1) Borings were drilled on February 7 & 8, 2011 using a Central Mine Equipment Model 45 (CME 45) drilling rig. (2) Strata boundaries are approximate and represent soil strata at each test hole location only. Soil transitions may be more gradual than implied. (3) Groundwater depths shown on the subsurface profiles represent groundwater surfaces on the dates shown. Groundwater level fluctuations should be anticipated throughout the year. 10.2' 2 -7 -11 TB -6 N 9 9 4 (DRAWN JD CHECKED TJT APPROVED TJT SCALE 1" = 5' REVISED DATE 0 0 9.8 2 -7 -11 0 0 TB -7 N 0 5 10 15 w LL Z 20 C 0 125 30 135 SUBSURFACE PROFILES NEW THREE STORY DORMITORY AND AT -GRADE VEHICLE PARKING LOTS BARRY UNIVERSITY MIAMI SHORES, FLORIDA DUNKELBERGRR engineering & testing, inc. 2 -10 -11 NO. FTL -11 -0704 SHEET 2 J DUNKELBERGER engineering & testing, inc. Project Name: New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP -1 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 Depth (feet) Soil Description 0.0 — 0 -12 Asphalt concrete Volume Used (gallons) Start 0.12 — 1.0 Brown aggregate base course 0 sec. 1.0 — 4.0 Brown fine to medium SAND, tract silt, some gravel size limestone fragments -- -- -- 4.0 — 15.0 Light brown to light orange brown fine to medium SAND, trace silt Water Table Depth: 9.2 feet below ground surface on 2/9/2011 Constant Head Maintained at: 2 feet below ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C 6 -inch 0 15.0 0.0 15.0 Constant Head Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 428.4 -- -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) 1.22 x 10 -3 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Sheet 3A Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. Project Name: New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP -2 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 Depth (feet) Soil Description 0.0 — 1.0 Brown fine SAND, some gravel size limestone fragments Start Stop Drop (Ft) 1.0 — 2.0 Light _ray fine to medium SAND, trace silt -= -- -- 2.0 — 5.0 Orange brown fine to medium SAND, trace silt 5.0 — 11.0 Light orange brown fine to medium SAND, trace silt 11.0 — 15.0 Light brown fine to medium SAND, trace silt Water Table Depth: 8.4 feet below ground surface on 2/8/2011 Constant Head Maintained at: 2 feet below ground surface PERMEABILITY RESULTS C 6 -inch 0 15.0 0.0 15.0 Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): Constant Head Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 540 -= -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) 1.74x 103 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Sheet 3B Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. Project Name: New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP -3 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 Depth (feet) Soil Descri tion 0.0 — 0.3 Dark brown organic fine SAND Start Sto 0.3 — 0.7 Brown fine to medium SAND, trace silt, some _ravel size limestone 416 1 -- fragments -- 0.7 — 1.5 Gray fine to medium SAND, trace silt 1.5 — 6.0 Light brown and brown fine SAND, trace silt 6.0 — 7.7 Light brown fine to medium SAND, some gravel size limestone fra•ments 7.7 — 15.0 Light brown and orange brown fine to medium SAND, trace silt Water Table Depth: 9.7 feet below ground surface on 2/9/2011 Constant Head Maintained at: 1.7 feet below ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C 6 -inch 0 15.0 0.0 15.0 Constant Head Falling Head Start Stop Volume Used (gallons) Start Sto Dro g (Ft 0 sec. 600 sec. 416 1 -- -- -- *K, Hydraulic Conductivity (CFS /Ft 2 - Ft Head) 0.99 x 10 "3 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Sheet 3C Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. Project Name: New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP -4 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 Depth (feet) Soil Description 0.0. — 0.5 Dark brown organic fine SAND Start Stop Drop (Ft) 0.5 — 1.5 Light brown fine to medium SAND, trace silt -- -- -- 1.5 — 8.0 Brown fine to medium SAND and gravel size limestone fragments 8.0 — 10.0 Light brown and orange brown fine to medium SAND, trace silt 10.0 — 15.0 Light orange brown fine to medium SAND, trace silt Water Table Depth: 11.2 feet below ground surface on 2/9/2011 Constant Head Maintained at: 2 feet below ground surface PERMEABILIT`1t' RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C 6 -inch 0 15.0 0.0 15.0 Constant Head � Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 900 sec. 570.3 -- -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) = 0.69 x 10.3 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sheet 3D Sarasota DET 15 (Rev. 05/13/2008) Moss and Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Subject: Ms. Sherry Werner EPA Certified Renovator, CGC Supplemental Hydraulic Conductivity Testing New Dormitory and Parking Lots Barry University Miami Shores, Florida Ladies and Gentlemen: March 9, 2011 Project No.: FTL -11 -0704 (BG 41.1) This firm has completed four additional borehole permeability tests at the subject site to evaluate the hydraulic conductivity characteristics of the upper 10 feet of the soil profile components. The tests, designated BHP-1S through BHP -4S were performed at the locations described below. TEST DESIGNATION BHP-1S 10 feet south of BHP -1 BHP -2S 10 feet west of BHP -2 BHP -3S BHP -4S 10 feet south of BHP -3 10 feet south of BHP -4 The tests were conducted in eight inch diameter by 10 foot deep borings opened with a continuous flight, hollow stem auger. A full length No. 20 slot PVC well screen and 6/20 Silica sand were used to stabilize the borehole sidewalis. Following a 10 minute period of saturation, the permeability tests were conducted using usual, open hole, constant head methods. Results of the tests are included on the attached forms along with pertinent stratigraphic, geometric and hydraulic conditions for each location. They are summarized in the table below. HYDRAULIC CONDUCTIVITY VALU] (cubic feet per second per square foot- 00 hey BHP-1S 6.23 x 10-4 BHP -2S 3.32 x 10 -5 BHP -3 S BHP -4S 2.25 x 10 -5 2.20 x 10 -5 State of Florida Board of Professional Engineers Authorization No. 6870 Toll -Free: (877) 643 -6832 Barry University Project No. FTL -11 -0704 (BG 41.1) March 9, 2011 Page 2 Results of the latest tests for BHP -2S, BHP -3S and BHP -4S are roughly two orders of magnitude lower than those previously obtained in late February when the field permeability tests were performed in boreholes that extended to 15 feet below the ground surface. The test result from BHP -1S is similar to that previously obtained at BHP -4. The significant disparity in the hydraulic conductivity values between the initial and supplemental tests is attributed to extremely high permeability in the Stratum 2 soils and comparatively low permeability in the overlying Stratum 1 materials. While not confirmed by the results of the Standard Penetration Test borings, we believe that the upper 10 + feet of the Stratum 2 soils may actually be a relic limestone formation with extremely high secondary porosity caused by dissolution of the carbonate rock fabric in past geologic times. The fine sands recovered in the split spoon samples likely reflect void infill material. The project civil engineer may wish to consider over - excavating portions of the exfiltration trenches to 15 feet below grade to engage the more permeability materials that exist within the 10 to 15 -foot depth interval. The over - excavated parts of the trenches should be filled with coarse aggregate (e.g. FDOT Number 57 coarse aggregate) wrapped in a geotextile filter fabric. oOo Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. 41404- A4Segurrr Jason DuBois Project Manager V //�� Npp� s•° `V E •• N �'• • No 27451 .9 • T;1 ®. 11'64 76 mew. Princ�p�t; n►gap FL. Regi tr ion No. 27451 3 /7I,1 Attachments: Field Permeability Test Results for BHP-1S, BHP -2S, BHP -3S and BHP -4S (Two copies submitted) ... via e -mail and U.S. mail) cc: Kimley -Horn & Associates (2) Attention: Mr. Michael Schwartz, P.E. DUNKELBERGER DUNKELBERGER engineering & testing, inc. Project Name: Barry University Dormitory Miami Shores, Florida TEST NUMBER: BHP -IS TEST LOCATION: 10 feet south of BHP -1 SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 (BG 41.1) Depth (feet) Soil Description 0.0 —10.0 Tan fine to medium SAND, trace fragmental limestone Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 300 -- -- -- Water Table Depth: 9.2 feet below ground surface on 3 -7 -2011 Constant Head Maintained at: Ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C8 -inch0 10.0 0.0 10.0 Constant Head Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 300 -- -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) 6.23 x 104 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/13/2008) DUNKELBBRGER engineering & testing, inc. Project Name: Barry University Dormitory Miami Shores, Florida TEST NUMBER: BHP -2S TEST LOCATION: 10 feet west of BHP -2 SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 (BG 41.1) Depth (feet) Soil Description 0.0 - 10.0 Brown slightly silty fine SAND Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 15.6 -- -- -- Water Table Depth: 8.4 feet below ground surface on 3 -7 -2011 Constant Head Maintained at: Ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C 8 -inch O 10.0 0.0 10.0 Constant Head Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 15.6 -- -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) 3.32 x 10-5 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. Project Name: Barry University Dormitory Miami Shores, Florida TEST NUMBER: BHP -3S TEST LOCATION: 10 feet wotuh of BHP -3 SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 (BG 41.1) Depth (feet) Soil Description 0.0 — 10.0 Brown slightly silty fine SAND Water Table Depth: 9.7 feet below ground surface on 3 -7 -2011 Constant Head Maintained at: Ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C 8-inch 0 10.0 0.0 10.0 Constant Head Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 10.9 -- -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) 2.25 x 10-5 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. Project Name: Barry University Dormitory Miami Shores, Florida TEST NUMBER: BHP -4S TEST LOCATION: 10 feet south of BHP -4 SUBSURFACE PROFILE Field Permeability Test Project No. FTL -11 -0704 (BG 41.1) ! Depth (feet) Soil Description Stop 0.0 — 10.0 Brown slightly silty fine SAND Stop Drop (Ft) 0 sec. 600 sec. 13.4 -- -- -- L Water Table Depth: Estimated to be 11.2 feet below ground surface on 3 -7 -2011 Constant Head Maintained at Ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick -up (ft): Perforated length (ft): C 8 -inch 0 10.0 0.0 10.0 Constant Head Falling Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 13.4 -- -- -- *K, Hydraulic Conductivity (CFS /Ft2 - Ft Head) 2.20 x 10 -5 1 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev 05/13/2008) Structural Calculations For: OHNSON iem3 TRUCTURAL BARRY UNIVERSITY - RESIDENCE HALL JSG Job No. Client: Cale April 28, 2011 11011 Woodland Construction Jorge Novoa, EI Mark Johnson, P.E. s: Diaphragm Design C1 through C27 esign HC -1 through HC -13 sign F1 through F16 up Panel Design Ti through T8 1� Mark Johnson, P.E. PE 51983 951 Yamato Road, Suite 205 • Boca Raton, FL 33431 phone: 561 -982 -8999 • fax: 561 - 982 -8899 • www.johnsonstructural.com WIND AND DIAPHRAGM DESIGN JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE JCT 2g41(Single Sheets) 205-1 (Padded) Project Name: 11011 - Barry University Dorms Location: Miami, Florida By: M.A.J. Start Date: 03/23/2011 Comments: Kd=0.85 1=1.0 Exp. C V=146 M.P.H. Mansard Wind Design 11011 - Barry University Dorms March 23, 2011 ASCE7 -05 Local Information Wind Dir. 1 2 3 4 Exposure C C C C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses Toad combinations from ASCE 7. 1 of 10 11011 - Barry University Dorms March 23, 2011 Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall 1 2 3 4 Length(ft) 215.5 164.9 215.5 164.9 Overhang(ft) 2.25 2.25 2.25 2.25 Eave Height: 37.66t Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Mansard Slope(:12) 8.0 Rise(ft) 8.66 2of10 W1 W4 W3 Top ASCE7 -05 A W1 W4 Front B W3 W4 B Right W3 IW2 11011 - Barry University Dorms March 23, 2011 Composite Drawing 3of10 ASCE7 -05 1A 4 - 11011 Barry University Dorms C -Z March 23, 2011 ASCE7 -05 Components and Cladding Input Component Description Wall /Roof Surface Label Zone Span(ft) Width(ft) Area(sqft) Wall 10 Wall 1 (All) 10 Roof 10 Roof A (All) 10 Roof 20 Roof A (All) 20 Roof 50 Roof A (All) 50 Roof 100 Roof A (All) 100 Wall 100 Wall 1 (All) 100 4 of 10 11011 - Barry University Dorms C -7, March 23, 2011 ASCE7 -05 Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Wall 10 1 4 42.0 48.9 1.00 0.18 48.9 40.1 57.7 42.0 48.9 -1.10 -53.8 -62.6 -45.0 5 42.0 48.9 1.00 48.9 40.1 57.7 42.0 48.9 -1.40 -68.5 -77.3 -59.7 Roof 10 A 1 42.0 48.9 0.90 0.18 44.0 35.2 52.8 42.0 48.9 -1.00 -48.9 -57.7 -40.1 42.0 48.9 0.00 0 0.0 2 42.0 48.9 0.90 0.18 44.0 35.2 52.8 42.0 48.9 -1.20 -58.7 -67.5 -49.9 42.0 48.9 -2.00 0 -97.8 3 42.0 48.9 0.90 0.18 44.0 35.2 52.8 42.0 48.9 -1.20 -58.7 -67.5 -49.9 42.0 48.9 -2.00 0 -97.8 Roof 20 A 1 42.0 48.9 0.87 0.18 42.5 33.7 51.3 42.0 48.9 -0.94 -46.0 -54.8 -37.2 42.0 48.9 0.00 0 0.0 2 42.0 48.9 0.87 0.18 42.5 33.7 51.3 42.0 48.9 -1.14 -55.7 -64.5 -46.9 42.0 48.9 -1.94 0 -94.9 3 42.0 48.9 0.87 0.18 42.5 33.7 51.3 42.0 48.9 -1.14 -55.7 -64.5 -46.9 42.0 48.9 -1.94 0 -94.9 Roof 50 A 1 42.0 48.9 0.83 0.18 40.6 31.8 49.4 42.0 48.9 -0.86 -42.1 -50.9 -33.3 42.0 48.9 0.00 0 0.0 2 42.0 48.9 0.83 0.18 40.6 31.8 49.4 42.0 48.9 -1.06 -51.8 -60.6 -43.0 42.0 48.9 -1.86 0 -91.0 3 42.0 48.9 0.83 0.18 40.6 31.8 49.4 42.0 48.9 -1.06 -51.8 -60.6 -43.0 42.0 48.9 -1.86 0 -91.0 Roof 100 A 1 42.0 48.9 0.80 0.18 39.1 30.3 47.9 5 of 10 11011 - Barry University Dorms March 23, 2011 ASCE7 -05 Components and Cladding Output Component Description Surface Zone z(ft) G(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Roof 100 Wall 100 A 1 42.0 48.9 -0.80 0.18 -39.1 -47.9 -30.3 42.0 48.9 0.00 0 0.0 2 42.0 48.9 0.80 0.18 39.1 30.3 47.9 42.0 48.9 -1.00 -48.9 -57.7 -40.1 42.0 48.9 -1.80 0 -88.0 3 42.0 48.9 0.80 0.18 39.1 30.3 47.9 42.0 48.9 -1.00 -48.9 -57.7 -40.1 42.0 48.9 -1.80 0 -88.0 1 4 42.0 48.9 0.82 0.18 40.1 31.3 42.0 48.9 -0.92 -45.0 -53.8 5 42.0 48.9 0.82 40.1 31.3 42.0 48.9 -1.05 -51.3 -60.1 48.9 -36.2 48.9 -42.5 6 of 10 11011 - Barry University Dorms (-2- March 23, 2011 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 ASCE7 -05 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Windward Wall 15.0 20.0 25.0 30.0 37.7 Overhang Top 42.0 42.0 Overhang Bot 37.7 39.4 0.84 0.80 0.18 26.5 41.8 28.1 43.8 29.4 45.6 30.6 47.8 32.1 48.9 0.37 0 15.2 48.9 -0.06 -2.5 47.8 0.80 32.1 17.7 19.3 20.6 21.8 23.3 35.3 36.9 38.2 39.4 40.9 2 Side Wall 42.0 48.9 0.84 -0.70 0.18 -28.8 -37.6 -20.0 3 Leeward Wall 42.0 48.9 0.84 -0.50 0.18 -20.5 -29.3 -11.7 4 Side Wall 42.0 48.9 0.84 -0.70 0.18 -28.8 -37.6 -20.0 A Windward Roof 42.0 48.9 0.84 0.37 0.18 15.2 6.4 24.0 42.0 48.9 -0.06 -2.5 -11.3 6.3 Leeward Roof 42.0 48.9 0.84 -0.60 0.18 -24.6 -33.4 -15.8 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. 7 of 10 11011 - Barry University Dorms March 23, 2011 ASCE7 -05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 Surface z (ft) q (psf) Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 42.0 48.9 0.85 -0.70 0.18 -29.1 -37.9 -20.3 Windward Wall Overhang Top Overhang Bot 15.0 20.0 25.0 30.0 40.0 42.0 46.3 42.0 42.0 39.4 41.8 43.8 45.6 48.4 48.9 49.9 48.9 48.9 0.80 26.8 28.4 29.8 31.0 32.9 33.3 33.9 -0.90 0 -37.4 0.80 33.3 3 Side Wall 42.0 48.9 0.85 -0.70 0.18 -29.1 4 Leeward Wall 42.0 48.9 0.85 -0.44 0.18 -18.3 A &B Roof 0 to 21.0 * 48.9 0.85 -0.90 0.18 -37.4 21.0 to 42.0 * 48.9 -37.4 42.0 to 84.0 * 48.9 -0.50 -20.8 84.0 to 215.5 * 48.9 -0.30 -12.5 0to215.5* 48.9 -0.18 -7.5 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. 18.0 19.6 21.0 22.2 24.1 24.4 25.1 -37.9 - 27.1 -46.2 - 46.2 -29.6 - 21.3 -16.3 35.6 37.2 38.6 39.8 41.7 42.1 42.7 -20.3 -9.5 -28.6 - 28.6 - 12.0 - 3.7 1.3 8 of 10 11011- Barry University Dorms C_2 March 23, 2011 ASCE7 -05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Leeward Wall 42.0 48.9 0.84 -0.50 0.18 -20.5 2 Side Wall 42.0 -29.3 -11.7 48.9 -0.70 -28.8 -37.6 -20.0 Windward Wall 15.0 39.4 0.84 0.80 0.18 26.5 17.7 35.3 20.0 41.8 28.1 19.3 36.9 25.0 43.8 29.4 20.6 38.2 30.0 45.6 30.6 21.8 39.4 37.7 47.8 32.1 23.3 40.9 Overhang Top 42.0 48.9 0.37 0 15.2 42.0 48.9 -0.06 -2.5 Overhang Bot 37.7 47.8 0.80 32.1 4 Side Wall 42.0 48.9 0.84 -0.70 0.18 -28.8 -37.6 -20.0 B Windward Roof 42.0 48.9 0.84 0.37 0.18 15.2 6.4 42.0 48.9 -0.06 -2.5 -11.3 A Leeward Roof 42.0 24.0 6.3 48.9 0.84 -0.60 0.18 -24.6 -33.4 -15.8 This is Toad case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. 9 of 10 11011 Barry University Dorms March 23, 2011 ASCE7 -05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 42.0 48.9 0.85 -0.70 0.18 -29.1 -37.9 -20.3 2 Leeward Wall 42.0 48.9 -0.44 -18.3 -27.1 -9.5 3 Side Wall 42.0 48.9 0.85 -0.70 0.18 -29.1 Windward Wall 15.0 20.0 25.0 30.0 40.0 42.0 46.3 Overhang Top 42.0 Overhang Bot 42.0 A &B Roof 39.4 0.85 0.80 0.18 26.8 41.8 28.4 43.8 29.8 45.6 31.0 48.4 32.9 48.9 33.3 49.9 33.9 48.9 -0.90 0 -37.4 48.9 0.80 33.3 O to 21.0 * 48.9 0.85 -0.90 0.18 -37.4 21.0 to 42.0 * 48.9 -37.4 42.0 to 84.0 * 48.9 -0.50 -20.8 84.0 to 215.5 * 48.9 -0.30 -12.5 0 to 215.5 * 48.9 -0.18 -7.5 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. -37.9 -20.3 18.0 19.6 21.0 22.2 24.1 24.4 25.1 -46.2 -46.2 -29.6 -21.3 -16.3 35.6 37.2 38.6 39.8 41.7 42.1 42.7 -28.6 -28.6 - 12.0 - 3.7 1.3 10 of 10 Johnson Structural Group, Inc. 951 Yamato Road - Suite 205 Boca Raton, FL. 33431 Phone: (561) 982 -8999 Fax: (561) 982 -8899 Area Wind P Job Name: Barry University Dorms Job Number: 11011 Sheet No.: C. Date: 03/23/11 Calculated By: M.A.J. ressure for Components & Cladding Per ASCE 7 -05 qh 48.9 Gcpi +- 0.18 Wall Pressures Roof Pressures w/o ovrhng w/ Ovhng Positive Neg 4 Neg 5 Pos 1,2,3 Neg 1 Neg 2 3 Neg 2 Neg 3 10 57.70 -62.59 -77.26 33.25 -52.81 - 111.49 - 107.58 - 180.93 11 57.34 -62.23 -76.55 32.85 -52.61 - 110.08 - 107.58 - 178.50 12 57.02 -61.91 -75.89 32.48 -52.42 - 108.78 - 107.58 - 185.09 13 56.72 -61.61 -75.29 32.14 -52.25 - 107.59 - 107.58 - 183.05 14 56.44 -61.33 -74.74 31.82 -52.10 - 106.49 - 107.58 - 181.16 15 56.18 -61.07 -74.22 31.53 -51.95 - 105.46 - 107.58 - 179.40 16 55.94 -60.83 -73.74 31.26 -51.81 - 104.50 - 107.58 - 177.75 17 55.71 -60.60 -73.28 31.00 -51.69 - 103.60 - 107.58 - 176.21 18 55.50 -60.39 -72.85 30.76 -51.56 - 102.75 -107.58 - 174.75 19 55.29 -60.18 -72.45 30.53 -51.45 - 101.95 - 107.58 - 173.37 20 55.10 -59.99 -72.06 30.31 -51.34 - 101.19 - 107.58 - 172.07 21 54.92 -59.81 -71.70 30.10 -51.24 - 100.46 - 107.58 - 170.82 22 54.74 -59.63 -71.35 29.90 -51.14 -99.77 - 107.58 - 169.64 23 54.58 -59.47 -71.01 29.71 -51.04 -99.11 - 107.58 - 168.51 24 54.42 -59.31 -70.70 29.53 -50.95 -98.48 - 107.58 - 167.42 25 54.27 -59.16 -70.39 29.36 -50.87 -97.87 - 107.58 - 166.38 26 54.12 -59.01 -70.09 29.19 -50.78 - 97.29 - 107.58 - 165.38 27 53.98 -58.87 -69.81 29.03 -50.70 -96.73 - 107.58 - 164.42 28 53.84 -58.73 -69.54 28.88 -50.63 -96.19 - 107.58 - 163.49 29 53.71 -58.60 -69.28 28.73 -50.55 -95.66 - 107.58 - 162.60 30 53.58 -58.47 -69.02 28.59 -50.48 -95.16 - 107.58 - 161.73 31 53.46 -58.35 -68.78 28.45 -50.41 -94.67 - 107.58 - 160.90 32 53.34 - 58.23 -68.54 28.31 -50.34 -94.20 - 107.58 - 160.09 33 53.22 -58.11 -68.31 28.18 -50.28 -93.74 - 107.58 - 159.31 34 53.11 -58.00 -68.08 28.05 -50.21 -93.30 - 107.58 - 158.54 35 53.00 -57.89 -67.87 27.93 -50.15 -92.87 - 107.58 - 157.81 36 52.90 -57.79 -67.65 27.81 -50.09 -92,45 - 107.58 - 157.09 37 52.80 -57.69 -67.45 27.69 -50.03 -92.04 - 107.58 - 156.39 38 52.70 -57.59 -67.25 27.58 -49.98 -91.65 - 107.58 - 155.71 39 52.60 -57.49 -67.05 27.47 -49.92 -91.26 - 107.58 - 155.05 40 52.50 -57.39 -66.86 27.36 -49.87 -90.88 - 107.58 - 154.40 41 52.41 -57.30 -66.68 27.26 -49.82 -90.52 - 107.58 - 153.77 42 52.32 -57.21 -66.50 27.16 -49.76 -90.16 - 107.58 - 153.16 43 52.23 -57.12 -66.32 27.06 -49.71 -89.81 - 107.58 - 152.56 44 52.15 -57.04 -66.15 26.96 -49.67 -89.47 - 107.58 - 151.97 45 52.06 -56.95 -65.98 26.86 -49.62 -89.13 - 107.58 - 151.40 46 51.98 -56.87 -65.82 26.77 -49.57 -88.81 - 107.58 - 150.84 47 51.90 -56.79 -65.65 26.68 -49.53 -88.49 - 107.58 - 150.29 48 51.82 -56.71 -65.50 26.59 -49.48 -88.17 - 107.58 - 149.76 49 51.74 -56.63 -65.34 26.50 -49.44 -87.87 - 107.58 - 149.23 50 51.67 -56.56 - 65.19 26.42 -49.39 -87.57 - 107.58 - 148.72 51 51.59 -56.48 -65.04 26.33 -49.35 -87.27 - 107.58 - 148.21 52 51.52 -56.41 -64.90 26.25 -49.31 -86.98 - 107.58 - 147.72 53 51.45 -56.34 -64.75 26.17 -49.27 -86.70 - 107.58 - 147.23 54 51.38 -56.27 -64.61 26.09 -49.23 -86.42 - 107.58 - 146.76 55 51.31 -56.20 -64.47 26.01 -49.19 -86.15 - 107.58 - 146.29 56 51.24 -56.13 -64.34 25.93 -49.15 -85.88 - 107.58 - 145.83 57 51.17 -56.06 -64.21 25.86 -49.12 -85.62 - 107.58 - 145.38 58 51.11 -56.00 -64.08 25.79 -49.08 -85.36 - 107.58 - 144.93 5. 59 51.05 -55.94 -63.95 25.71 -49.04 -85.11 - 107.58 - 144.50 60 50.98 -55.87 -63.82 25.64 -49.01 -84.86 - 107.58 - 144.07 61 50.92 -55.81 -63.70 25.57 -48.97 -84.61 - 107.58 - 143.65 62 50.86 -55.75 -63.58 25.50 -48.94 -84.37 - 107.58 - 143.23 63 50.80 -55.69 -63.46 25.43 -48.90 -84.13 - 107.58 - 142.83 64 50.74 -55.63 -63.34 25.37 -48.87 -83.90 - 107.58 - 142.43 65 50.68 -55.57 -63.22 25.30 -48.84 -83.67 - 107.58 - 142.03 66 50.62 -55.51 -63.11 25.24 - 48.80 -83.44 - 107.58 - 141.64 67 50.57 -55.46 -62.99 25.17 -48.77 -83.22 - 107.58 - 141.26 68 50.51 -55.40 -62.88 25.11 -48.74 -83.00 - 107.58 - 140.88 69 50.46 -55.35 -62.77 25.05 -48.71 -82.78 - 107.58 - 140.51 70 50.40 -55.29 -62.67 24.99 - 48.68 -82.56 - 107.58 - 140.14 71 50.35 -55.24 -62.56 24.93 -48.65 -82.35 - 107.58 - 139.78 72 50.30 -55.19 -62.45 24.87 -48.62 -82.15 - 107.58 - 139.42 73 50.25 -55.14 -62.35 24.81 -48.59 -81.94 - 107.58 - 139.07 74 50.20 -55.09 -62.25 24.75 -48.56 -81.74 - 107.58 - 138.73 75 50.15 -55.04 -62.15 24.69 -48.53 -81.54 - 107.58 - 138.38 76 50.10 -54.99 -62.05 24.64 -48.50 -81.34 - 107.58 - 138.05 77 50.05 -54.94 -61.95 24.58 -48.48 -81.15 - 107.58 - 137.71 78 50.00 -54.89 -61.85 24.53 -48.45 -80.96 - 107.58 - 137.38 79 49.95 -54.84 -61.76 24.47 -48.42 -80.77 - 107.58 - 137.06 80 49.90 -54.79 -61.66 24.42 -48.40 -80.58 - 107.58 - 136.74 81 49.86 -54.75 -61.57 24.37 -48.37 -80.39 - 107.58 - 136.42 82 49.81 -54.70 -61.48 24.31 -48.34 -80.21 - 107.58 - 136.11 83 49.77 -54.66 -61.39 24.26 -48.32 -80.03 - 107.58 - 135.80 84 49.72 -54.61 -61.30 24.21 -48.29 -79.85 - 107.58 - 135.50 85 49.68 -54.57 -61.21 24.16 -48.27 -79.68 - 107.58 - 135.19 86 49.63 -54.52 -61.12 24.11 -48.24 -79.50 - 107.58 - 134.90 87 49.59 -54.48 -61.04 24.06 -48.22 -79.33 - 107.58 - 134.60 88 49.55 -54.44 -60.95 24.01 -48.19 -79.16 - 107.58 - 134.31 89 49.50 -54.39 -60.86 23.97 -48.17 -78.99 - 107.58 - 134.02 90 49.46 -54.35 -60.78 23.92 -48.15 -78.83 - 107.58 - 133.74 91 49.42 -54.31 -60.70 23.87 -48.12 -78.66 - 107.58 - 133.46 92 49.38 -54.27 -60.62 23.83 -48.10 -78.50 - 107.58 - 133.18 93 49.34 -54.23 -60.53 23.78 -48.08 -78.34 - 107.58 - 132.90 94 49.30 -54.19 -60.45 23.73 -48.05 -78.18 - 107.58 - 132.63 95 49.26 -54.15 -60.38 23.69 -48.03 -78.02 - 107.58 - 132.36 96 49.22 -54.11 - 60.30 23.65 -48.01 -77.87 - 107.58 - 132.09 97 49.18 -54.07 -60.22 23.60 - 47.99 -77.71 - 107.58 - 131.83 98 49.14 -54.03 -60.14 23.56 -47.96 -77.56 - 107.58 - 131.57 99 49.10 -53.99 -60.07 23.51 -47.94 -77.41 - 107.58 - 131.31 100 49.07 -53.96 -59.99 23.47 -47.92 -77.26 - 107.58 - 122.25 105 48.88 -53.77 -59.62 23.47 -47.92 -77.26 - 107.58 - 122.25 110 48.71 -53.60 -59.28 23.47 -47.92 -77.26 - 107.58 - 122.25 115 48.54 -53.43 -58.94 23.47 -47.92 -77.26 -107.58 - 122.25 120 48.38 -53.27 -58.62 23.47 -47.92 -77.26 - 107.58 - 122.25 125 48.23 -53.12 -58.32 23.47 - 47.92 -77.26 - 107.58 - 122.25 130 48.08 -52.97 -58.02 23.47 -47.92 -77.26 - 107.58 - 122.25 135 47.94 -52.83 -57.74 23.47 -47.92 -77.26 - 107.58 - 122.25 140 47.80 -52.69 -57.47 23.47 -47.92 -77.26 - 107.58 - 122.25 145 47.67 -52.56 -57.20 23.47 -47.92 -77.26 - 107.58 - 122.25 150 47.55 -52.44 -56.95 23.47 -47.92 -77.26 - 107.58 -122.25 155 47.42 -52.31 -56.70 23.47 -47.92 -77.26 - 107.58 - 122.25 160 47.30 -52.19 -56.47 23.47 -47.92 -77.26 - 107.58 - 122.25 165 47.19 -52.08 -56.23 23.47 -47.92 -77.26 - 107.58 - 122.25 170 47.08 -51.97 -56.01 23.47 -47.92 -77.26 - 107.58 - 122.25 175 46.97 -51.86 -55.79 23.47 -47.92 -77.26 - 107.58 - 122.25 180 46.86 -51.75 -55.58 23.47 -47.92 -77.26 - 107.58 - 122.25 185 46.76 -51.65 -55.38 23.47 -47.92 -77.26 - 107.58 - 122.25 190 46.66 -51.55 -55.18 23.47 -47.92 -77.26 - 107.58 - 122.25 195 46.56 -51.45 -54.98 23.47 -47.92 -77.26 - 107.58 - 122.25 200 46.47 -51.36 -54.79 23.47 -47.92 -77.26 - 107.58 - 122.25 205 46.37 -51.26 -54.61 23.47 -47.92 -77.26 - 107.58 - 122.25 210 46.28 -51.17 -54.43 23.47 -47.92 -77.26 - 107.58 - 122.25 215 46.20 -51.09 -54.25 23.47 -47.92 -77.26 - 107.58 - 122.25 220 46.11 -51.00 -54.08 23.47 -47.92 -77.26 - 107.58 - 122.25 225 46.02 - 50.91 -53.91 23.47 -47.92 -77.26 - 107.58 - 122.25 230 45.94 -50.83 -53.74 23.47 -47.92 -77.26 - 107.58 - 122.25 235 45.86 -50.75 - 53.58 23.47 -47.92 -77.26 - 107.58 - 122.25 240 45.78 -50.67 -53.42 23.47 -47.92 -77.26 - 107.58 - 122.25 245 45.71 -50.60 -53.27 23.47 -47.92 -77.26 - 107.58 - 122.25 250 45.63 -50.52 -53.12 23.47 -47.92 -77.26 - 107.58 - 122.25 255 45.56 -50.45 -52.97 23.47 -47.92 -77.26 - 107.58 - 122.25 260 45.48 -50.37 -52.82 23.47 -47.92 -77.26 - 107.58 - 122.25 265 45.41 -50.30 -52.68 23.47 -47.92 -77.26 - 107.58 - 122.25 270 45.34 -50.23 -52.54 23.47 -47.92 -77.26 - 107.58 - 122.25 275 45.27 -50.16 -52.40 23.47 -47.92 -77.26 - 107.58 - 122.25 280 45.20 -50.09 -52.27 23.47 -47.92 -77.26 - 107.58 - 122.25 285 45.14 -50.03 -52.13 23.47 -47.92 -77.26 - 107.58 - 122.25 290 45.07 -49.96 -52.00 23.47 -47.92 -77.26 - 107.58 - 122.25 295 45.01 -49.90 -51.88 23.47 -47.92 -77.26 - 107.58 - 122.25 300 44.95 -49.84 -51.75 23.47 -47.92 -77.26 - 107.58 - 122.25 305 44.88 -49.77 -51.63 23.47 -47.92 -77.26 - 107.58 - 122.25 310 44.82 -49.71 -51.50 23.47 -47.92 -77.26 - 107.58 - 122.25 315 44.76 -49.65 -51.38 23.47 -47.92 -77.26 - 107.58 - 122.25 320 44.70 -49.59 -51.27 23.47 -47.92 -77.26 - 107.58 - 122.25 325 44.65 -49.54 -51.15 23.47 -47.92 -77.26 - 107.58 - 122.25 330 44.59 -49.48 -51.04 23.47 -47.92 -77.26 - 107.58 - 122.25 335 44.53 -49.42 -50.92 23.47 -47.92 -77.26 - 107.58 - 122.25 340 44.48 -49.37 -50.81 23.47 -47.92 -77.26 - 107.58 - 122.25 345 44.42 -49.31 -50.70 23.47 -47.92 -77.26 - 107.58 - 122.25 350 44.37 -49.26 -50.59 23.47 -47.92 -77.26 - 107.58 - 122.25 355 44.31 -49.20 -50.49 23.47 -47.92 -77.26 - 107.58 - 122.25 360 44.26 -49.15 -50.38 23.47 -47.92 -77.26 - 107.58 - 122.25 365 44.21 -49.10 -50.28 23.47 -47.92 -77.26 - 107.58 - 122.25 370 44.16 -49.05 -50.18 23.47 -47.92 -77.26 - 107.58 - 122.25 375 44.11 -49.00 -50.08 23.47 -47.92 -77.26 - 107.58 - 122.25 380 44.06 -48.95 -49.98 23.47 -47.92 -77.26 - 107.58 - 122.25 385 44.01 -48.90 -49.88 23.47 -47.92 -77.26 - 107.58 - 122.25 390 43.96 -48.85 -49.78 23.47 -47.92 -77.26 - 107.58 - 122.25 395 43.91 -48.80 -49.69 23.47 -47.92 -77.26 - 107.58 - 122.25 400 43.87 - 48.76 -49.59 23.47 -47.92 -77.26 - 107.58 - 122.25 405 43.82 -48.71 -49.50 23.47 -47.92 -77.26 - 107.58 - 122.25 410 43.77 -48.66 -49.41 23.47 -47.92 -77.26 - 107.58 - 122.25 415 43.73 -48.62 -49.32 23.47 -47.92 -77.26 - 107.58 - 122.25 420 43.68 -48.57 -49.23 23.47 -47.92 -77.26 - 107.58 - 122.25 425 43.64 -48.53 - 49.14 23.47 -47.92 -77.26 - 107.58 - 122.25 430 43.60 -48.49 -49.05 23.47 -47.92 -77.26 - 107.58 - 122.25 435 43.55 -48.44 -48.96 23.47 -47.92 -77.26 - 107.58 - 122.25 440 43.51 -48.40 -48.88 23.47 -47.92 -77.26 - 107.58 - 122.25 445 43.47 - 48.36 -48.79 23.47 -47.92 -77.26 - 107.58 - 122.25 450 43.43 -48.32 -48.71 23.47 -47.92 -77.26 - 107.58 - 122.25 455 43.38 -48.27 -48.63 23.47 -47.92 -77.26 - 107.58 - 122.25 460 43.34 -48.23 -48.54 23.47 -47.92 -77.26 - 107.58 - 122.25 465 43.30 -48.19 -48.46 23.47 -47.92 -77.26 - 107.58 - 122.25 470 43.26 -48.15 -48.38 23.47 -47.92 -77.26 - 107.58 - 122.25 475 43.22 -48.11 -48.30 23.47 -47.92 -77.26 - 107.58 - 122.25 480 43.18 -48.07 -48.22 23.47 -47.92 -77.26 - 107.58 - 122.25 485 43.14 -48.03 -48.15 23.47 -47.92 -77.26 - 107.58 - 122.25 490 43.11 -48.00 -48.07 23.47 -47.92 -77.26 - 107.58 - 122.25 495 43.07 - 47.96 -47.99 23.47 -47.92 -77.26 - 107.58 - 122.25 500 43.03 -47.92 -47.92 23.47 -47.92 -77.26 - 107.58 - 122.25 JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE OF PRIV1I r.r 9ne.1 ISi,nb Chmle1905_1 IV,Ad,dl JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE GO11Ml, MA 1 IcI.M. CI*, OK . Id■a... Current Date: 3/23/2011 2:07 PM Units system: English File name: J:\2011\11011- Barry University Dorms\Calcs \Models \RAM \Lateral Wind Load Reactions.etz\ Load condition: DL=Dead Load Global distributed - Members Local distributed - Members Concentrated - Nodes JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE F2 '�--............_Co_ 3�p A)E d r /z,E, RoecE /11 1q3 Foz 9 9.9 0 C rod GI 69CA Co . 66_s) (, Cock Ir O. tacit_ to9.,33 c Wnn!IPT Mut. DMA IGMrle. 32 31 30 29 2 8 26 25 1 24 23 34 12 14 13 22 15 16 2 17 18 19 20 1 Shear Load Distrution Wall No. Length of Wall (ft) SES Shear Roof (kip) SES Shear 3rd Fir (kip) SES Shear 2nd (kip) Shear Roof (kif) Shear 3rd Fir (kif) Shear 2nd Fir (kif) 1 42.04 12.76 26.08 37.84 0.30 0.32 0.28 2 21.23 1.29 3.70 12.36 0.06 0.11 0.41 3 7.50 0.15 0.02 1.85 0.02 -0.02 0.24 4 8.67 0.31 0.01 2.39 0.04 -0.03 0.27 5 0.67 0.00 0.01 0.02 0.00 0.01 0.01 6 72.33 21.74 43.52 62.29 0.30 0.30 0.26 7 25.88 1.47 7.70 15.87 0.06 0.24 0.32 8 33.20 5.00 13.58 22.77 0.15 0.26 0.28 9 4.79 0.05 0.08 0.58 0.01 0.01 0.10 10 32.34 4.48 12.72 21.73 0.14 0.25 0.28 4.79 0.05 0.08 0.58 0.01 0.01 0.10 12 33.20 5.00 13.58 22.77 0.15 0.26 0.28 13 25.89 1.48 7.70 15.88 0.06 0.24 0.32 14 72.33 21.74 43.52 62.29 0.30 0.30 0.26 15 0.67 0.00 0.00 0.00 0.00 0.00 0.00 16 8.67 0.31 0.01 2.39 0.04 - 0.03 0.27 17 7.50 0.15 0.02 1.85 0.02 -0.02 0.24 18 21.23 1.29 3.70 12.36 0.06 0.11 0.41 19 42.04 12.76 26.08 37.84 0.30 0.32 0.28 20 29.90 0.30 8.60 20.37 0.01 0.28 0.39 21 8.17 0.19 0.08 2.21 0.02 -0.01 0.26 22 120.83 52.43 86.44 110.38 0.43 0.28 0.20 23 25.27 1.24 6.62 13.83 0.05 0.21 0.29 24 14,17 0.94 0.99 6.32 0.07! 0.00 0.38 25 42.48 11.20 21.98 31.44 0.26 0.25 0.22 26 4.50" 0.04 0.07 0.49 0.01 0.01 0.09 27 80.00 46.55 63.46 69.60 0.58 0.21 0.08 28 4.50 .0.04 0.07 0.49 0.01 0.01 0.09 29 42.48 11.20 21.98 31.44 0.26 0.25 0.22 30 14.17 0.94 0.99 6.32 0.07 0.00 0.38 31 25.27 1.24 7.10 15.08 0.05 0.23 0.32 32 120.83 52.43 86.44 110.38 0.43 0.28 0.20 33 8.17 0.19 0.08 2.21 0.02 -0.01 0.26 34 29.90 0.30 8.60 20.37 0.01 0.28 0.39 ti PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 1 TIME : Wed Mar 23 16:10:31 2011 JOB NO. : 1 Level Number Height F L O O R D A T A Mass Data Wind Data Weight C.M. X C.M. Z Area X Area Z C.P. X C.P. Z Force X Force Z Ft 1 13.00 2 25.00 3 37.00 K Ft Ft Ft "2 Ft "2 Ft Ft K K 2693.75 2061.25 82.45 107.75 144.17 2586.00 1978.80 82.45 107.75 143.31 1293.00 989.40 82.45 107.75 142.88 110.32 109.66 109.33 B U I L D I N G D A T A Building Data Building X Dimension : 164.900 Ft Z Dimension : 215.500 Ft Modulus : 3.6e +003 K /In ^2 Poisson's Ratio : 0.2500 Wind Data Manually Entered Loads Level Number Shear X L E V E L S H E A R S & M O M E N T S Seismic Forces Moment Z Shear Z Moment X Shear X Wind Forces Moment Z Shear Z Moment X 3 2 0 0.00 0.00 0.00 Ft -K 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ft -K 0.00 0.00 0.00 0.00 K 142.88 286.19 430.36 Ft -K 0.00 - 1714.56 - 5148.84 - 10743.52 109.33 218.99 329.31 Ft -K 0.00 1311.96 3939.84 8220.87 W A L L E L E M E N T D A T A Element Last Segment Number Level Number Length Thickness Angle Begin X Begin Z End X End Z Ft In Deg Ft Ft Ft Ft 1 3 1 42.040 7.250 0.000 0.000 8.170 0.000 50.210 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design, RUN : Perimeter Walls PAGE NO. 2 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z 4 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 3 1 21.230 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 3 1 7.500 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 1 8.670 Composite Properties @ Base * * ** 0.000 Ft Zcg : 0.000 Ft Zcg : 0.000 Ft'2 Avz : 3740.793 Ft'4 Izz : 7.250 90.000 29.190 Ft 29.190 Ft 25.399 Ft'2 0.000 Ft ^4 Ixz : 0.000 Ft ^4 0.000 50.210 * * ** Composite Properties @ Base * * ** 10.615 Ft Zcg 10.615 Ft Zcg : 12.826 Ft'2 Avz : 0.000 Ft'4 Izz : 7.250 0.000 21.230 50.210 50.210 Ft 50.210 Ft 0.000 Ft'2 481.754 Ft'4 Ixz : 0.000 Ft'4 21.230 50.210 * * ** Composite Properties @ Base * * ** 21.230 Ft Zcg : 21.230 Ft Zcg : 0.000 Ft'2 Avz : 21.240 Ft ^4 Izz : 7.250 90.000 21.230 57.710 53.960 Ft 53.960 Ft 4.531 Ft ^2 0.000 Ft ^4 Ixz : 0.000 Ft'4 21.230 57.710 29.900 57.710 * * ** Composite Properties @ Base * * ** Shear Center: Xcg 25.565 Ft Zcg 57.710 Ft Flexural Center: Xcg : 25.565 Ft Zcg : 57.710 Ft Avx : 5.238 Ft'2 Avz : 0.000 FtA2 Ixx : 0.000 FtA4 Izz : 32.812 FtA4 Ixz : 0.000 Ft'4 5 3 1 0.670 7.250 0.000 29.900 57.710 29.900 58.380 Shear Center: Flexural Center: Xcg : Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 29.900 Ft Zcg : 29.900 Ft Zcg : 0.000 Ft'2 Avz : 0.015 Ft'4 Izz : 58.045 Ft 58.045 Ft 0.405 FtA2 0.000 Ft''4 Ixz : 0.000 FtA4 6 3 1 72.330 7.250 90.000 29.900 58.380 102.230 58.380 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN :.Perimeter Walls PAGE NO. 3 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 7 3 1 25.880 Shear Center: Flexural Center: Xcg Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 66.065 Ft Zcg : 66.065 Ft Zcg : 43.699 FtA2 Avz : 0.000 Ft'4 Izz : 7.250 0.000 58.380 Ft 58.380 Ft 0.000 FtA2 19051.576 Ft''4 Ixz : 0.000 FtA4 Composite Properties @ Base 102.230 32.500 102.230 58.380 102.230 Ft Zcg : 45.440 Ft 102.230 Ft Zcg : 45.440 Ft 0.000 Ft'2 Avz : 15.636 FtA2 872.707 Ft'4 Izz : 0.000 Ft'4 Ixz : 0.000 FtA4 8 3 1 33.200 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 3 1 4.790 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 10 3 1 32.340 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 11 3 1 4.790 7.250 0.000 102.230 58.380 * * ** Composite Properties @ Base * * ** 102.230 Ft Zcg : 102.230 Ft Zcg : 0.000 Ft'2 Avz : 1842.425 FtA4 Izz : 7.250 90.000 102.230 91.580 74.980 Ft 74.980 Ft 20.058 FtA2 0.000 Ft ^4 Ixz : 0.000 FtA4 102.230 91.580 * * ** Composite Properties @ Base * * ** 104.625 Ft Zcg : 104.625 Ft Zcg : 2.894 FtA2 Avz : 0.000 Ft"4 Izz : 7.250 0.000 107.020 91.580 91.580 Ft 91.580 Ft 0.000 Ft ^2 5.533 FtA4 Ixz : 0.000 FtA4 107.020 91.580 * * ** Composite Properties @ Base * * ** 107.020 Ft Zcg : 107.020 Ft Zcg : 0.000 FtA2 Avz : 1702.925 FtA4 Izz : 7.250 - 90.000 107.020 123.920 107.750 Ft 107.750 Ft 19.539 Ft'2 0.000 FtA4 Ixz : 0.000 FtA4 107.020 123.920 102.230 123.920 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 4 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z Shear Center: Flexural Center: Xcg : Xcg : * * ** Composite Properties @ Base * * ** 104.625 Ft Zcg : 104.625 Ft Zcg : 123.920 Ft 123.920 Ft Avx : Ixx : 12 3 1 33.200 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 13 3 1 25.890 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 14 3 1 72.330 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 15 3 1 0.670 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 16 3 8.670 2.894 Ft ^2 Avz : 0.000 Ft ^2 0.000 Ft'4 Izz : 7.250 0.000 5.533 Ft'4 Ixz : 0.000 FtA4 102.230 123.920 * * ** Composite Properties @ Base * * ** 102.230 Ft Zcg : 102.230 Ft Zcg : 0.000 Ft°2 Avz : 1842.425 FtA4 Izz : 7.250 180.000 102.230 157.120 140.520 Ft 140.520 Ft 20.058 Ft"2 0.000 Ft'4 Ixz 0.000 Ft ^4 102.230 183.010 * * ** Composite Properties @ Base * * ** 102.230 Ft Zcg : 102.230 Ft Zcg : 0.000 Ft"2 Avz : 873.719 Ft'4 Izz : 7.250 - 90.000 102.230 157.120 170.065 Ft 170.065 Ft 15.642 Ft'2 0.000 FtA4 Ixz : 0.000 FtA4 102.230 157.120 * * ** Composite Properties @ Base * * ** 66.065 Ft Zcg : 66.065 Ft Zcg : 43.699 Ft ^2 Avz : 0.000 Ft'4 Izz : 7.250 0.000 29.900 157.120 157.120 Ft 157.120 Ft 0.000 Ft ^2 19051.576 Ft'4 Ixz : 0.000 FtA4 29.900 157.120 * * ** Composite Properties @ Base * * ** 29.900 Ft Zcg : 29.900 Ft Zcg : 0.000 FtA2 Avz : 0.015 Ft'4 Izz 7.250 -90.000 29.900 157.790 157.455 Ft 157.455 Ft 0.405 Ft'2 0.000 FtA4 Ixz : 0.000 Ft'4 29.900 157.790 21.230 157.790 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design PAGE NO. 5 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 RUN : Perimeter Walls Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z Shear Center: Flexural Center: Xcg : Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 25.565 Ft Zcg : 25.565 Ft Zcg : 5.238 FtA2 Avz : 0.000 FtA4 Izz : 157.790 Ft 157.790 Ft 0.000 Ft'2 32.812 FtA4 Ixz : 0.000 Ft'4 17 3 1 7.500 7.250 0.000 21.230 157.790 21.230 165.290 Shear Center: Flexural Center: Xcg : Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 21.230 Ft Zcg : 161.540 Ft 21.230 Ft Zcg : 161.540 Ft 0.000 Ft ^2 Avz : 4.531 FtA2 21.240 FtA4 Izz : 0.000 Ft ^4 Ixz : 0.000 FtA4 18 3 1 21.230 7.250 - 90.000 21.230 165.290 0.000 165.290 Shear Center: Flexural Center: 19 3 Shear Center: Flexural Center: Xcg : Xcg : Avx : Ixx : 42.040 Xcg : Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 10.615 Ft Zcg : 10.615 Ft Zcg : 12.826 Ft"2 Avz : 0.000 FtA4 Izz : 7.250 0.000 165.290 Ft 165.290 Ft 0.000 Ft'2 481.754 Ft'4 Ixz : 0.000 FtA4 0.000 165.290 * * ** Composite Properties @ Base * * ** 0.000 Ft Zcg : 0.000 Ft Zcg : 0.000 Ft'2 Avz : 3740.793 Ft'4 Izz : 0.000 207.330 186.310 Ft 186.310 Ft 25.399 FtA2 0.000 Ft'4 Ixz : 0.000 FtA4 20 3 1 29.900 7.250 90.000 0.000 207.330 29.900 207.330 * * ** Composite Properties @ Base * * ** Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 21 3 1 8.170 14.950 Ft Zcg : 207.330 Ft 14.950 Ft Zcg : 207.330 Ft 18.065 FtA2 Avz : 0.000 FtA2 0.000 Ft'4 Izz : 1345.827 FtA4 Ixz : 0.000 Ft ^4 7.250 0.000 29.900 207.330 29.900 215.500 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 6 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 22 3 1 120.830 Shear Center: Xcg Flexural Center: Xcg : Avx : Ixx : 23 3 1 25.270 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 24 3 1 14.170 * * ** Composite Properties @ Base * * ** 29.900 Ft Zcg : 29.900 Ft Zcg : 0.000 FtA2 Avz : 27.456 Ft"4 Iza : 7.250 90.000 211.415 Ft 211.415 Ft 4.936 Ft'2 0.000 Ft'4 Ixz : 0.000 Ft"4 29.900 215.500 * * ** Composite Properties @ Base * * ** 90.315 Ft Zcg : 90.315 Ft Zcg : 73.001 FtA2 Avz : 0,000 FtA4 Izz : 7.250 180.000 150.730 215.500 215.500 Ft 215.500 Ft 0.000 FtA2 88817.765 Ft'4 Ixz : 0.000 Ft ^4 150.730 215.500 * * ** Composite Properties @ Base * * ** 150.730 Ft Zcg : 150.730 Ft Zcg : 0.000 FtA2 Avz : 812.440 FtA4 Izz : 7.250 90.000 • 150.730 190.230 202.865 Ft 202.865 Ft 15.267 FtA2 0.000 FtA4 Ixz : 0.000 FtA4 150.730 190.230 164.900 190.230 Shear Center: Flexural Center: * * ** Composite Properties @ Base * * ** Xcg : 157.815 Ft Zcg : 190.230 Ft Xcg : 157.815 Ft Zcg : 190.230 Ft Avx : 8.561 Ft'2 Avz : 0.000 FtA2 Ixx : 0.000 Ft'4 Izz 143.247 Ft ^4 Ixz : 0.000 Ft'4 25 3 1 42.480 Shear Center: Xcg : Flexural Center: Xcg Avx : Ixx : 7.250 180.000 * * ** Composite Properties @ Base 164.900 Ft Zcg : 164.900 Ft Zcg : 0.000 Ft "2 Avz : 3859.482 Ft'4 Izz : 164.900 190.230 164.900 147.750 168.990 Ft 168.990 Ft 25.665 FtA2 0.000 Ft'4 Ixz : 0.000 FtA4 26 3 1 4.500 7.250 - 90.000 164.900 147.750 160.400 147.750 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 7 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z Shear Center:; Xcg : Flexural Center: Xcg : Avx : Ixx : 27 3 1 80.000 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 162.650 Ft Zcg : 162.650 Ft Zcg : 2.719 Ft ^2 Avz : 0.000 FtA4 Izz : 7.250 180.000 * * ** Composite Properties @ Base 160.400 Ft Zcg : 160.400 Ft Zcg : 0.000 FtA2 Avz : 25777.778 FtA4 Izz : 147.750 Ft 147.750 Ft 0.000 FtA2 4.588 FtA4 Ixz : 0.000 FtA4 160.400 147.750 160.400 67.750 107.750 Ft 107.750 Ft 48.333 Ft ^2 0.000 FtA4 Ixz : 0.000 Ft ^4 28 3 1 4.500 7.250 90.000 160.400 67.750 164.900 67.750 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 29 3 1 42.480 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 30 3 1 14.170 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : * * ** Composite Properties @ Base * * ** 162.650 Ft Zcg : 162.650 Ft Zcg : 2.719 Ft'2 Avz : 0.000 FtA4 Izz : 7.250 180.000 67.750 Ft 67.750 Ft 0.000 FtA2 4.588 Ft'4 Ixz : 0.000 FtA4 164.900 67.750 * * ** Composite Properties @ Base * * ** 164.900 Ft Zcg : 164.900 Ft Zcg : 0.000 FtA2 Avz : 3859.482 FtA4 Izz : 7.250 - 90.000 164.900 25.270 46.510 Ft 46.510 Ft 25.665 FtA2 0.000 Ft'4 Ixz : 0.000 Ft ^4 164.900 25.270 * * ** Composite Properties @ Base * * ** 150.730 25.270 157.815 Ft Zcg : 25.270 Ft 157.815 Ft Zcg : 25.270 Ft 8.561 FtA2 Avz : 0.000 FtA2 0.000 FtA4 Izz : 143.247 FtA4 Ixz : 0.000 Ft'4 31 3 1 25.270 7.250 180.000 150.730 25.270 150.730 0.000 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 8 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Element Last Segment Number Level Number Length Thickness W A L L E L E M E N T D A T A Angle Begin X Begin Z End X End Z Shear Center: Flexural Center: Xcg : Xcg : Avx : * * ** Composite Properties @ Base * * ** 150.730 Ft Zcg : 150.730 Ft Zcg : 0.000 FtA2 Avz : 12.635 Ft 12.635 Ft 15.267 Ft'2 Ixx : 32 3 1 120.830 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 33 3 1 8,170 Shear Center: Xcg : Flexural Center: Xcg : Avx : Ixx : 34 3 1 29.900 Shear Center: Flexural Center: Xcg : Xcg : Avx : Ixx : 812.440 Ft ^4 Izz : 7.250 - 90.000 0.000 Ft ^4 Ixz : 0.000 Ft ^4 150.730 0.000 * * ** Composite Properties C Base * * ** 29.900 0.000 90.315 Ft Zcg : 0.000 Ft 90.315 Ft Zcg : 0.000 Ft 73.001 Ft ^2 Avz : 0.000 Ft'2 0.000 Ft ^4 Izz : 88817.765 Ft'4 Ixz : 0.000 Ft'4 7.250 0.000 29.900 0.000 * * ** Composite Properties @ Base * * ** 29.900 Ft Zcg 29.900 Ft Zcg : 0.000 Ft'2 Avz : 27.456 Ft'4 Izz : 7.250 - 90.000 29.900 8.170 4.085 Ft 4.085 Ft 4.936 Ft'2 0.000 Ft ^4 Ixz : 0.000 Ft'4 29.900 8.170 * * ** Composite Properties @ Base * * ** 14.950 Ft Zcg 14.950 Ft Zcg : 18.065 Ft'2 Avz : 0.000 FtA4 Izz : 0.000 8.170 8.170 Ft 8.170 Ft 0.000 Ft'2 1345.827 Ft ^4 Ixz : 0.000 FtA4 L E V E L S T I F F N E S S D A T A Level Number C.R. X C,R. Z J (equiv) Ax Ft Ft FtA4 1 107.918 107.750 3.7e+007 1.000 2 107.814 107.750 3.42e +007 1.000 3 107.814 107.750 3.42e +007 1.000 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 9 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 L E V E L S T I F F N E S S D A T A Level Number C.R. X C.R. Z J (equiv) Ax PROGRAM : Shear Wall Analysis v1.16 Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 10 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 E L E M E N T S H E A R S & M O M E N T S Elem Level Forces in X Direction w/o Torsion Forces in Z Direction No. No. SHEAR X MOMENT Z SHEAR X MOMENT Z SHEAR Z MOMENT X w/o Torsion SHEAR Z MOMENT X K K -Ft K K -Ft K K -Ft K K -Ft 1 3 0.00 0.00 0.00 0.00 -12.76 - 153.12 -10.86 - 130.36 2 0.00 0.00 0.00 0.00 -26.08 - 466.14 -21.54 - 388.81 1 0.00 0.00 0.00 0.00 -37.84 - 958.01 -31.01 - 791.90 2 3 1.29 -15.46 1.29 -15.46 0.00 0.00 0.00 0.00 2 -3.70 28.92 -3.70 28.92 0.00 0.00 0.00 0.00 1 -12.36 189.66 -12.36 189.66 0.00 - 0.00 0.00 0.00 3 3 0.00 0.00 0.00 0.00 0.15 1.83 0.12 1.49 2 0.00 0.00 0.00 0.00 -0.02 1.83 -0.02 1.49 1 0.00 0.00 0.00 0.00 -1.85 -22.47 -1.57 -19.10 4 3 0.31 -3.70 0.31 -3.70 0.00 0.00 0.00 0.00 2 0.01 -3.73 0.00 -3.73 0.00 0.00 0.00 0.00 1 -2.39 27.31 -2.39 27.31 0.00 0.00 0.00 0.00 5 3 0.00 2 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 -0.0 0.00 -0.02 6 3 -21.74 260.93 -21.74 260.93 0.00 0.00 0.00 0.00 2 -43.52 783.17 -43.52 783.17 0.00 0.00 0.00 0.00 1 -62.29 1592.99 -62.29 1592.99 0.00 0.00 0.00 0.00 7 3 0.00 0.00 0.00 0.00 -1.47 -17.67 -1.40 -16.83 2 0.00 0.00 0.00 0.00 -7.70 - 110.05 -7.52 - 107.09 1 0.00 0.00 0.00 0.00 -15.87 - 316.33 -15.63 - 310.26 8 3 0.00 0.00 0.00 0.00 -5.00 -60.02 -4.83 -58.01 2 0.00 0.00 0.00 0.00 -13.58 - 222.96 -13.27 - 217.28 1 0.00 0.00 0.00 0.00 -22.77 - 518.98 -22.42 - 508.71 -0.56 0.05 -0.56 0.00 0.00 0.00 0.00 2 0.08 1 -0.58 -1.47 6.01 0.08 -0.58 -1.47 6.01 10 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 11 3 0.05 -0.56 0.05 -0.56 2 0.08 -1.47 0.08 -1.47 1 -0.58 6.01 -0.58 6.01 0.00 0.00 -4.48 - 12.72 - 21.73 0.00 0.00 0.00 0.00 0.00 - 53.74 - 206.32 - 488.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -4.35 - 12.54 - 21.60 0.00 0.00 0.00 -52.18 - 202.63 -483.46 0.00 0.00 0.00 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 11 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 E L E M E N T S H E A R S & M O M E N T S Elem Level Forces in X Direction w/o Torsion Forces in Z Direction w/o Torsion No. No. SHEAR X MOMENT Z SHEAR X MOMENT Z SHEAR Z MOMENT X SHEAR Z MOMENT X 12 3 0.00 0.00 0.00 0.00 -5.00 -60.02 -4.83 -58.01 2 0.00 0.00 0.00 0.00 -13.58 - 222.96 -13.27 - 217.28 1 0.00 0.00 0.00 0.00 -22.77 - 518.98 -22.42 - 508.71 13 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 14 3 - 21.74` 260.93 -21.74 260.93 2 -43.52 783.17 -43.52 783.17 1 -62.29 1592.99 -62.29 1592.99 15 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 16 3 0.31 \ -3.70 0.31 -3.70 2 -0.01 -3.73 0.00 -3.73 1 -2.39 27.31 -2.39 27.31 -1.48 -7.70 - 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 17.72 - 110.18 - 316.58 0.00 0.00 0.00 0.00 0.01 -0.02 0.00 0.00 0.00 - 1.41 -16.88 - 7.53 - 107.22 -15.64 - 310.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.00 0.00 0.00 0.00 0.00 0.00 17 3 0.00 0.00 0.00 0.00 0.15 1.83 0.12 1.49 2 0.00 0.00 0.00 0.00 -0.02 1.83 -0.02 1.49 1 0.00 0.00 0.00 0.00 -1.85 -22.47 -1.57 -19.10 18 3 1.29 -15.46 1.29 -15.46 2 -3.70 28.92 -3.70 28.92 1 - 12.36 189.66 -12.36 189.66 19 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 20 3 -0.30 3.65 0.11 -1.36 2 -8.60 101.78 -8.60 101.78 1 -20.37 366.64 -20.37 366.64 21 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 '1 22 3 - 52.43 629.20 -52.43 629.20 2 - 86.44 1666.42 -86.44 1666.42 1 - 110.38 3101.31 - 110.38 3101.31 0.00 0.00 0.00 0.00 0.00 0.00 - 12.76 - 153.12 - 26.08 - 466.14 - 37.84 - 958.01 0.00 0.00 0.00 0.00 0.00 0.00 0.19 2.30 - 0.08 2.30 - 2.21 -27.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 10.86 -21.54 - 31.01 0.00 0.00 0.00 0.16 - 0.07 -1.90 0.00 0.00 0.00 0.00 0.00 0.00 - 130.36 - 388.81 - 791.90 0.00 0.00 0.00 1.91 1.91 -23.66 0.00 0.00 0.00 PROGRAM : Shear Wall Analysis Johnson Structural Group, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 12 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Elem Level Forces in X Direction No. No. SHEAR X MOMENT Z E L E M E N T S H E A R S & M O M E N T S w/o Torsion Forces in Z Direction SHEAR X MOMENT Z SHEAR Z MOMENT X 23 3 2 1 0.00 0.00 0.00 24 3 0,94 2 -0.99 1 -6.32 0.00 0.00 0.00 -11.33 -11.33 82.77 0.00 0.00 0.00 0.94 -0.99 -6.32 0.00 0.00 0.00 -11.33 - 11.33 82.77 w/o Torsion SHEAR Z MOMENT X - 1.24 -14.94 -6.62 -94.41 - 13.83 - 274.25 0.00 0.00 0.00 0.00 0.00 0.00 25 3 0.00 0.00 0.00 0.00 - 10.55 - 126.54 2 0.00 0.00 0.00 0.00 -19.95 - 365.91 1 0.00 :' 0.00 0.00 0.00 -28.01 -730.11 26 0.04 , -0.45 0.04 -0.45 0.00 0.00 - 1.19 -7.10 -15.08 0.00 0.00 0.00 - 11.20 - 21.98 -31.44 -14.33 -99.52 - 295.55 0.00 0.00 0.00 - 134.46 - 398.19 - 806.94 0.00 0.00 2 0.07 -1.28 0.07 -1.28 0.00 0.00 0.00 0.00 1 -0.49 5.07 -0.49 5.07 0.00 0.00 0.00 0.00 27 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 t 28 3 0.04 -0.45 0.04 -0.45 2 0.07 -1.28 0.07 -1.28 1 -0.221 5.07 -0.49 5.07 - 43.49 - 521.86 -46.55 - 558.54 - 58.20 - 1220.29 -63.46 - 1320.08 - 62.79 - 2036.54 69.60 - 2224.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29 3 0.00 0.00 0.00 0.00 -10.55 - 126.54 -11.20 - 134.46 2 0.00 0.00 0.00 0.00 - 19.95 - 365.91 -21.98 - 398.19 1 0.00 0.00 0.00 0.00 - 28.01 - 730.11 -31.44 - 806.94 30 3 0.94 -11.33 0.94 -11.33 2 -0.99 -11.33 -0.99 -11.33 1 -6.32 82.77 -6.32 82.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31 3 0.00 0.00 0.00 0.00 -1.24 -14.94 -1.19 -14.33 2 0.00 0.00 0.00 0.00 -6.62 -94.41 -7.10 -99.52 1 0.00 0.00 0.00 0.00 -13.83 - 274.25 -15.08 - 295.55 32 3 -52.43 629.20 -52.43 629.20 2 -86.44 1666.42 -86.44 16'66.42 1 - 110.38 3101.31 - 110.38 3101.31 33 3 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 34 3 0.301 -3.65 0.11 -1.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 2.30 0.16 1.91 - 0.08 2.30 -0.07 1.91 - 2.2 -27.43 -1.90 -23.66 0.00 0.00 0.00 0.00 PROGRAM : Shear Wall Analysis Johnson Structural Group;, Inc. JOB : Lateral Design RUN : Perimeter Walls PAGE NO. 13 TIME : Wed Mar 23 16:10:38 2011 JOB NO. : 1 Elem Level Forces in X Direction No. No. SHEAR X MOMENT Z E L E M E N T S H E A R S & M O M E N T S w/o Torsion Forces in Z Direction SHEAR X MOMENT Z SHEAR Z MOMENT X w/o Torsion SHEAR Z MOMENT X 1 -8.60 -20.37 101.78 366.64 -8.60 101.78 -20.37 366.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 * * ** All Forces Balance - Analysis OK * * ** Johnson Structural Group, Inc. 951 Yamato Road - Suite 205 Boca Raton, FL. 33431 Phone: (561) 982 -8999 Fax: (561) 982 -8899 Wind P Job Name: Barry University Dorms Job Number: 11011 Sheet No.: Date: 03/23/11 Calculated By: M.A.J. ressure for Components & Cladding Per ASCE 7 -05 Wall Pressures Area Positive Neg 4 Neg 5 10 57.70 -62.59 -77.26 11 57.34 -62.23 -76.55 12 57.02 -61.91 -75.89 13 56.72 -61.61 -75.29 14 56.44 -61.33 -74.74 15 56.18 -61.07 -74.22 16 55.94 -60.83 -73.74 17 55.71 -60.60 -73.28 18 55.50 -60.39 -72.85 19 55.29 -60.18 -72.45 20 55.10 - 59.99 -72.06 21 54.92 -59.81 -71.70 22 54.74 -59.63 -71.35 23 54.58 -59.47 -71.01 24 54.42 -59.31 -70.70 25 54.27 -59.16 -70.39 26 54.12 -59.01 -70.09 27 53.98 -58.87 -69.81 28 53.84 -58.73 - 69.54 29 53.71 -58.60 -69.28 30 53.58 -58.47 -69.02 31 53.46 -58.35 -68.78 32 53.34 -58.23 -68.54 33 53.22 -58.11 -68.31 34 53.11 -58.00 -68.08 35 53.00 -57.89 -67.87 36 52.90 -57.79 - 67.65 37 52.80 -57.69 -67.45 38 52.70 -57.59 -67.25 39 52.60 -57.49 -67.05 40 52.50 -57.39 -66.86 41 52.41 -57.30 -66.68 42 52.32 -57.21 - 66.50 43 52.23 -57.12 -66.32 44 52.15 -57.04 -66.15 45 52.06 -56.95 -65.98 46 51.98 -56.87 -65.82 47 51.90 -56.79 -65.65 48 51.82 -56.71 -65.50 49 51.74 -56.63 -65.34 50 51.67 -56.56 -65.19 51 51.59 -56.48 -65.04 52 51.52 -56.41 -64.90 53 51.45 -56.34 -64.75 54 51.38 -56.27 -64.61 55 51.31 - 56.20 -64.47 56 51.24 -56.13 -64.34 57 51.17 -56.06 -64.21 58 51.11 -56.00 -64.08 qh 48.9 Gcpi +- 0.18 Roof Pressures Pos 1,2,3 Neg 1 33.25 32.85 32.48 32.14 31.82 31.53 31.26 31.00 30.76 30.53 30.31 30.10 29.90 29.71 29.53 29.36 29.19 29.03 28.88 28.73 28.59 28.45 28.31 28.18 28.05 27.93 27.81 27.69 27.58 27.47 27.36 27.26 27.16 27.06 26.96 26.86 26.77 26.68 26.59 26.50 26.42 26.33 26.25 26.17 26.09 26.01 25.93 25.86 25.79 -52.81 -52.61 -52.42 -52.25 - 52.10 -51.95 -51.81 -51.69 -51.56 -51.45 -51.34 -51.24 -51.14 -51.04 -50.95 -50.87 -50.78 -50.70 -50.63 -50.55 -50.48 -50.41 -50.34 -50.28 -50.21 -50.15 -50.09 -50.03 -49.98 -49.92 -49.87 -49.82 -49.76 -49.71 -49.67 -49.62 -49.57 -49.53 -49.48 -49.44 -49.39 -49.35 -49.31 -49.27 -49.23 -49.19 -49.15 -49.12 -49.08 w/o ovrhng Neg 2 3 - 111.49 - 110.08 - 108.78 - 107.59 - 106.49 - 105.46 - 104.50 - 103.60 - 102.75 - 101.95 - 101.19 - 100.46 -99.77 -99.11 -98.48 -97.87 -97.29 -96.73 -96.19 -95.66 -95.16 -94.67 -94.20 -93.74 -93.30 -92.87 -92.45 -92.04 -91.65 -91.26 -90.88 -90.52 -90.16 -89.81 -89.47 -89.13 -88.81 -88.49 -88.17 -87.87 -87.57 -87.27 -86.98 -86.70 -86.42 -86.15 -85.88 -85.62 -85.36 w/ Ovhng Neg 2 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 - 107.58 Neg 3 - 180.93 - 178.50 - 185.09 - 183.05 - 181.16 - 179.40 - 177.75 - 176.21 - 174.75 - 173.37 - 172.07 - 170.82 - 169.64 - 168.51 - 167.42 -166.38 - 165.38 - 164.42 -163.49 - 162.60 - 161.73 - 160.90 - 160.09 - 159.31 - 158.54 - 157.81 - 157.09 - 156.39 - 155.71 - 155.05 - 154.40 - 153.77 - 153.16 - 152.56 - 151.97 - 151.40 - 150.84 - 150.29 - 149.76 - 149.23 - 148.72 - 148.21 - 147.72 - 147.23 - 146.76 - 146.29 - 145.83 - 145.38 - 144.93 59 51.05 -55.94 -63.95 25.71 -49.04 -85.11 - 107.58 - 144.50 60 50.98 -55.87 -63.82 25.64 -49.01 -84.86 - 107.58 - 144.07 61 50.92 -55.81 -63.70 25.57 -48.97 -84.61 - 107.58 - 143.65 62 50.86 -55.75 -63.58 25.50 -48.94 -84.37 - 107.58 - 143.23 63 50.80 -55.69 -63.46 25.43 -48.90 -84.13 - 107.58 - 142.83 64 50.74 -55.63 -63.34 25.37 -48.87 -83.90 - 107.58 - 142.43 65 50.68 -55.57 -63.22 25.30 -48.84 -83.67 - 107.58 - 142.03 66 50.62 -55.51 -63.11 25.24 -48.80 -83.44 - 107.58 - 141.64 67 50.57 -55.46 -62.99 25.17 -48.77 -83.22 - 107.58 - 141.26 68 50.51 -55.40 - 62.88 25.11 -48.74 -83.00 - 107.58 - 140.88 69 50.46 -55.35 - 62.77 25.05 -48.71 -82.78 - 107.58 - 140.51 70 50.40 -55.29 -62.67 24.99 -48.68 -82.56 - 107.58 - 140.14 71 50.35 - 55.24 -62.56 24.93 -48.65 -82.35 - 107.58 - 139.78 72 50.30 -55.19 -62.45 24.87 -48.62 -82.15 - 107.58 - 139.42 73 50.25 -55.14 -62.35 24.81 -48.59 -81.94 - 107.58 - 139.07 74 50.20 -55.09 -62.25 24.75 -48.56 -81.74 - 107.58 - 138.73 75 50.15 -55.04 -62.15 24.69 -48.53 -81.54 - 107.58 - 138.38 76 50.10 -54.99 -62.05 24.64 -48.50 -81.34 - 107.58 - 138.05 77 50.05 - 54.94 -61.95 24.58 -48.48 -81.15 - 107.58 - 137.71 78 50.00 -54.89 -61.85 24.53 -48.45 -80.96 - 107.58 - 137.38 79 49.95 -54.84 -61.76 24.47 -48.42 -80.77 - 107.58 - 137.06 80 49.90 -54.79 -61.66 24.42 -48.40 -80.58 - 107.58 - 136.74 81 49.86 -54.75 -61.57 24.37 -48.37 -80.39 - 107.58 - 136.42 82 49.81 -54.70 -61.48 24.31 -48.34 -80.21 - 107.58 - 136.11 83 49.77 -54.66 -61.39 24.26 -48.32 -80.03 - 107.58 - 135.80 84 49.72 - 54.61 -61.30 24.21 -48.29 -79.85 - 107.58 - 135.50 85 49.68 -54.57 -61.21 24.16 -48.27 -79.68 - 107.58 - 135.19 86 49.63 -54.52 -61.12 24.11 -48.24 -79.50 - 107.58 - 134.90 87 49.59 -54.48 -61.04 24.06 -48.22 -79.33 - 107.58 - 134.60 88 49.55 -54.44 -60.95 24.01 -48.19 -79.16 - 107.58 - 134.31 89 49.50 -54.39 -60.86 23.97 -48.17 -78.99 - 107.58 - 134.02 90 49.46 -54.35 -60.78 23.92 -48.15 -78.83 - 107.58 - 133.74 91 49.42 -54.31 -60.70 23.87 -48.12 -78.66 - 107.58 - 133.46 92 49.38 -54.27 -60.62 23.83 -48.10 -78.50 - 107.58 - 133.18 93 49.34 -54.23 -60.53 23.78 -48.08 -78.34 - 107.58 - 132.90 94 49.30 -54.19 -60.45 23.73 -48.05 -78.18 - 107.58 - 132.63 95 49.26 -54.15 - 60.38 23.69 -48.03 -78.02 - 107.58 - 132.36 96 49.22 -54.11 -60.30 23.65 -48.01 -77.87 - 107.58 - 132.09 97 49.18 -54.07 -60.22 23.60 -47.99 -77.71 - 107.58 - 131.83 98 49.14 -54.03 -60.14 23.56 -47.96 -77.56 - 107.58 - 131.57 99 49.10 -53.99 -60.07 23.51 -47.94 -77.41 - 107.58 - 131.31 100 49.07 -53.96 -59.99 23.47 -47.92 -77.26 - 107.58 - 122.25 105 48.88 -53.77 -59.62 23.47 -47.92 -77.26 -107.58 - 122.25 110 48.71 -53.60 -59.28 23.47 -47.92 -77.26 - 107.58 - 122.25 115 48.54 -53.43 -58.94 23.47 -47.92 -77.26 - 107.58 - 122.25 120 48.38 -53.27 -58.62 23.47 -47.92 -77.26 - 107.58 - 122.25 125 48.23 -53.12 -58.32 23.47 -47.92 -77.26 - 107.58 - 122.25 130 48.08 -52.97 -58.02 23.47 -47.92 -77.26 - 107.58 - 122.25 135 47.94 -52.83 -57.74 23.47 -47.92 -77.26 - 107.58 -122.25 140 47.80 -52.69 -57.47 23.47 -47.92 -77.26 - 107.58 - 122.25 145 47.67 -52.56 -57.20 23.47 -47.92 -77.26 - 107.58 - 122.25 150 47.55 -52.44 -56.95 23.47 -47.92 -77.26 - 107.58 - 122.25 155 47.42 -52.31 -56.70 23.47 -47.92 -77.26 - 107.58 - 122.25 160 47.30 -52.19 -56.47 23.47 -47.92 -77.26 - 107.58 - 122.25 165 47.19 -52.08 -56.23 23.47 -47.92 -77.26 - 107.58 - 122.25 170 47.08 -51.97 -56.01 23.47 -47.92 -77.26 - 107.58 - 122.25 175 46.97 -51.86 -55.79 23.47 -47.92 -77.26 - 107.58 - 122.25 180 46.86 -51.75 -55.58 23.47 -47.92 -77.26 - 107.58 - 122.25 185 46.76 -51.65 -55.38 23.47 -47.92 -77.26 - 107.58 - 122.25 190 46.66 -51.55 -55.18 23.47 -47.92 -77.26 - 107.58 - 122.25 195 46.56 -51.45 -54.98 23.47 -47.92 -77.26 - 107.58 - 122.25 200 46.47 - 51.36 -54.79 23.47 -47.92 -77.26 - 107.58 - 122.25 205 46.37 -51.26 -54.61 23.47 -47.92 -77.26 - 107.58 - 122.25 210 46.28 -51.17 -54.43 23.47 -47.92 -77.26 - 107.58 - 122.25 215 46.20 -51.09 -54.25 23.47 -47.92 -77.26 - 107.58 - 122.25 220 46.11 -51.00 -54.08 23.47 -47.92 -77.26 - 107.58 - 122.25 225 46.02 -50.91 -53.91 23.47 -47.92 -77.26 - 107.58 - 122.25 230 45.94 -50.83 -53.74 23.47 -47.92 -77.26 - 107.58 - 122.25 235 45.86 -50.75 -53.58 23.47 -47.92 -77.26 - 107.58 - 122.25 240 45.78 -50.67 -53.42 23.47 -47.92 -77.26 - 107.58 - 122.25 245 45.71 -50.60 -53.27 23.47 -47.92 -77.26 - 107.58 - 122.25 250 45.63 -50.52 -53.12 23.47 -47.92 -77.26 - 107.58 - 122.25 255 45.56 -50.45 -52.97 23.47 -47.92 -77.26 - 107.58 - 122.25 260 45.48 -50.37 -52.82 23.47 -47.92 -77.26 - 107.58 - 122.25 265 45.41 -50.30 - 52.68 23.47 -47.92 -77.26 - 107.58 - 122.25 270 45.34 -50.23 -52.54 23.47 -47.92 -77.26 - 107.58 - 122.25 275 45.27 -50.16 -52.40 23.47 -47.92 -77.26 - 107.58 - 122.25 280 45.20 -50.09 -52.27 23.47 -47.92 -77.26 - 107.58 - 122.25 285 45.14 -50.03 -52.13 23.47 -47.92 -77.26 - 107.58 - 122.25 290 45.07 -49.96 -52.00 23.47 -47.92 -77.26 - 107.58 - 122.25 295 45.01 -49.90 -51.88 23.47 -47.92 -77.26 - 107.58 - 122.25 300 44.95 -49.84 -51.75 23.47 -47.92 -77.26 - 107.58 - 122.25 305 44.88 -49.77 - 51.63 23.47 -47.92 -77.26 - 107.58 - 122.25 310 44.82 -49.71 -51.50 23.47 -47.92 -77.26 - 107.58 - 122.25 315 44.76 -49.65 -51.38 23.47 -47.92 -77.26 - 107.58 - 122.25 320 44.70 -49.59 -51.27 23.47 -47.92 -77.26 - 107.58 - 122.25 325 44.65 -49.54 -51.15 23.47 -47.92 -77.26 - 107.58 - 122.25 330 44.59 -49.48 -51.04 23.47 -47.92 -77.26 - 107.58 - 122.25 335 44.53 -49.42 -50.92 23.47 -47.92 -77.26 - 107.58 - 122.25 340 44.48 -49.37 -50.81 23.47 -47.92 -77.26 - 107.58 - 122.25 345 44.42 -49.31 -50.70 23.47 -47.92 -77.26 - 107.58 - 122.25 350 44.37 -49.26 -50.59 23.47 -47.92 -77.26 - 107.58 - 122.25 355 44.31 -49.20 -50.49 23.47 -47.92 -77.26 - 107.58 - 122.25 360 44.26 -49.15 -50.38 23.47 -47.92 -77.26 - 107.58 - 122.25 365 44.21 -49.10 -50.28 23.47 -47.92 -77.26 - 107.58 - 122.25 370 44.16 -49.05 -50.18 23.47 -47.92 -77.26 - 107.58 - 122.25 375 44.11 -49.00 -50.08 23.47 -47.92 -77.26 - 107.58 - 122.25 380 44.06 -48.95 -49.98 23.47 -47.92 -77.26 - 107.58 - 122.25 385 44.01 - 48.90 -49.88 23.47 -47.92 -77.26 - 107.58 - 122.25 390 43.96 - 48.85 -49.78 23.47 -47.92 -77.26 - 107.58 - 122.25 395 43.91 - 48.80 -49.69 23.47 -47.92 -77.26 - 107.58 - 122.25 400 43.87 -48.76 -49.59 23.47 -47.92 -77.26 - 107.58 - 122.25 405 43.82 - 48.71 -49.50 23.47 -47.92 -77.26 - 107.58 - 122.25 410 43.77 -48.66 -49.41 23.47 -47.92 -77.26 - 107.58 -122.25 415 43.73 - 48.62 -49.32 23.47 -47.92 -77.26 - 107.58 - 122.25 420 43.68 -48.57 -49.23 23.47 -47.92 -77.26 - 107.58 - 122.25 425 43.64 -48.53 -49.14 23.47 -47.92 -77.26 - 107.58 - 122.25 430 43.60 - 48.49 -49.05 23.47 -47.92 -77.26 - 107.58 - 122.25 435 43.55 - 48.44 -48.96 23.47 -47.92 -77.26 - 107.58 - 122.25 440 43.51 -48.40 -48.88 23.47 -47.92 -77.26 - 107.58 - 122.25 445 43.47 -48.36 -48.79 23.47 -47.92 -77.26 - 107.58 - 122.25 450 43.43 -48.32 -48.71 23.47 - 47.92 -77.26 - 107.58 - 122.25 455 43.38 - 48.27 -48.63 23.47 -47.92 -77.26 -107.58 - 122.25 460 43.34 -48.23 -48.54 23.47 -47.92 -77.26 - 107.58 - 122.25 465 43.30 - 48.19 -48.46 23.47 -47.92 -77.26 - 107.58 - 122.25 470 43.26 -48.15 -48.38 23.47 -47.92 -77.26 - 107.58 - 122.25 475 43.22 -48.11 -48.30 23.47 -47.92 - 77.26 - 107.58 - 122.25 480 43.18 -48.07 -48.22 23.47 -47.92 -77.26 - 107.58 - 122.25 485 43.14 -48.03 -48.15 23.47 -47.92 -77.26 - 107.58 - 122.25 490 43.11 - 48.00 -48.07 23.47 -47.92 -77.26 - 107.58 - 122.25 495 43.07 -47.96 -47.99 23.47 -47.92 -77.26 - 107.58 - 122.25 500 43.03 - 47.92 -47.92 23.47 -47.92 -77.26 - 107.58 - 122.25 FRAMING DESIGN JOHNSON STRUCTURAL GROUP, INC. JOB A1 244 uw oh� 2sr N Consulting. Structural Engineers SHEET No. t? "' i OF 951 Yamato Road, Suite 205 CALCULATED BY /11-J DATE 01 -20- 2611 Boca Raton, FL 33431 (561) 982 -8999 CHECKED BY DATE SCALE /ouS.(A)6 LoAQ.7._............ STuv eNT. /2ooNt l-1A c ~ 4,Ja i . . 42 /4c f._ tZooF Ito ion:. 30 /3-F -.._ -00.12... _. /).► .Lk.0 1.4.)A.t� ..........._....._ 2...,s x-.( s--ro 8 10 P. 2.7/0 1 -tF 5 J .I .....L L J.. ... ... 28 •S - Xao - es—) 3.300 ?i.►- r* .0 860 'YPILA.1_ 1'a:coo 13t✓- M. L' 2710 Po 2.4_'..: S1?!}n,) .Y.oX._& Fih3......._.. Ld 24..x_... _........ a 2 xi4r 6d< CJ 1$ x6s" ALV f ....L ^ -- 24 2 A..2 TY' -7 10 . t f1" t tcrl- Lt 2.1.d..... c,s ................... as- cAGTro m A-T 131M04 _ 1214 ({ r SpA-N .. /0.. x 7k3,—+ ptp- L_t) Z.ix62 04 A 3300 4-7,- Yab 2s- . CL? too 7 t....40...t 12-'. ox 44 CcL.s 72x_7? go %U.R. = SiCP0 " q,..oOO t.._ 20 6SV.. rata s % 1715 -"eu /0 "X/..�5..li1 PF.... 3es' sl /_tx 4-1 JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB Strait Y I. Ai !OE les1 SHEET NO 1-.1 G 2- CALCULATED BY 12 OF DATE CHECKED BY DATE SCALE FjL de MI PE,SR/VS: A 1,36 AM fir_ kin r AT sae- 4,7r' Pt .r C 4. Cra C.8 .- ..._td 2i .. ��. 7.4' /zs =. LL... .r.r't .'..1 x....4o- 1)1....=..z. 4. Lt.= t. = /c!s_ 2e1 _ .1'.Lf Goo r'TtoM r`� Li (A.._=_. 4o. l4vM Pool 2.13c.&2 7 it) • %G !?.$T GE...' LJ 24.E l=-°M 1. r_ .2. r -. ye. l- i2.. SPAN = 62o 12 Sr s-0 l02r (7- g� M_.......pe !0! 1. If ... ^...}I... N SPorN= Sr'AN z Z.N.�o" 1,,12lx &a L1I 2 / x ( , 2 . 8/1 PAA1 -... 24'74 N .12- 2 g' 4 !� T /2 (,)E6 /S. ? Its- 4 S • 234 'l2'M t.J 2 v 6 Z !3rIt & 6..4- Ac3oJe- JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB lA'2i z LI I ' ea-3 r7 SHEET NO l 3 CALCULATED BY 4s CHECKED BY DATE SCALE OF DATE 647 Ala 1-04.1 to 4 l7_ F ate=. favioe 7a __ CLt=ookrz Z' 1„,12.41,68 4x..68.._.:. 24,77, � ri tom_ S PA-N' 2 /.Rib )21x6:02 ..:......_ ................ 3rj 24.2s = 3o2 3PS, c PPckI T...... L. 6 x6 fora£. . `N_.. 11860 t!\1 1-(sa t..6, -) Tye,. 67174.. w .tZ. 6 1t: +-too\ Nid1 ...................... .......... _..._...... 2/z. A -° 26 ¢o 22os- 1 /i?Lut._lN_ Ow: 24¢o4ifr- t;/ a7 '3 Sf /ALL = 2.3.061( = _7350- 0.64 / D bc. e?r 2 PI s Sr ................ . 0(1, *4 '" K s' t 3...80 /6 23.3`4 7.74.1 tN JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB / 4r212 ( LlNIU( .i2Str SHEET NO He - 4- CALCULATED BY M OF DATE CHECKED BY DATE SCALE 1364M A._.. 4 F!2011 T t2 o . Ca .. 24b.`. C3, CA IF, 41. 3t0" C S _G -I- 25 ." .. s CSV ,= 1t G.4 S:770 L (4. =.3o .)d 7y9 c FL6'_J A m a- Seorm 12._? L!J 3= 26 K !2 4�3 ril RAM INTERNATONAL RAM SBeam v3.0 Barry University Floor Design - @ Grid Line 2 Licensed to: Gravity Beam Design 04/20/11 12:50:21 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (17.66,0.00) Beam Size (User Selected) = W16X36 Total Beam Length (ft) = 17.66 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.036 0.000 17.660 0.036 0.000 2 0.000 1.425 0.600 17.660 1.425 0.600 Fy = 50.0 ksi SHEAR: Max V (DL +LL) = 18.20 kips fv = 3.88 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 80.3 8.8 0.0 1.00 17.07 33.00 17.07 33.00 Controlling 80.3 8.8 0.0 1.00 17.07 33.00 - -- REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Left Right 12.90 12.90 5.30 5.30 18.20 18.20 DEFLECTIONS: Dead load (in) at 8.83 ft = -0.246 L/D = 861 Live load (in) at 8.83 ft = -0.101 L/D = 2097 Net Total load (in) at 8.83 ft = -0.347 L/D = 610 Gravity Beam Design tic, RAM SBeam v3.0 Barry University Floor Design - @ Grid 6.4 to C.8 Licensed to: 04/20/11 12:52:30 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (19.66,0.00) Beam Size (User Selected) = W21X62 Fy = 50.0 ksi Total Beam Length (ft) = 19.66 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.062 0.000 19.660 0.062 0.000 2 0.000 2.940 1.615 19.660 2.940 1.615 SHEAR: Max V (DL +LL) = 45.39 kips fv = 5.40 ksi Fy = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 223.1 9.8 0.0 1.00 21.08 33.00 21.08 33.00 Controlling 223.1 9.8 0.0 1.00 21.08 33.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Left Right 29.51 29.51 15.88 15.88 45.39 45.39 DEFLECTIONS: Dead load (in) at 9.83 ft = -0.262 L/D = 902 Live load (in) at 9.83 ft = -0.141 L/D = 1676 Net Total load (in) at 9.83 ft = -0.402 L/D = 586 nib RAM Gravity Beam Design 4 c - RAM SBeam v3.0 Barry University Floor Design - @ Grid C from 5 -6 Licensed to: 04/20/11 12:53:45 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (23.83,0.00) Beam Size (User Selected) = W21X62 Fy = 50.0 ksi Total Beam Length (ft) = 23.83 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.062 0.000 23.830 0.062 0.000 2 0.000 1.285 0.540 23.830 1.285 0.540 SHEAR: Max V (DL +LL) = 22.49 kips fv = 2.68 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 134.0 11.9 0.0 1.00 12.66 33.00 12.66 33.00 Controlling 134.0 11.9 0.0 1.00 12.66 33.00 - -- REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Left Right 16.05 16.05 6.43 6.43 22.49 22.49 Dead load (in) at 11.91 ft = -0.253 L/D = 1128 Live load (in) at 11.91 ft = -0.102 L/D = 2815 Net Total load (in) at 11.91 ft =. -0.355 L/D = 805 Fil Gravity Beam Design RAM SBeam v3.0 Barry University Floor Design - @ Grid C from 7 to 6 Licensed to: 04/20/11 12:55:21 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (24.00,0.00) Beam Size (User Selected) = W24X68 Total Beam Length (ft) = 24.00 Top flange braced by decking. POINT LOADS (kips): Fy = 50.0 ksi Flange Bracing Dist (ft) DL LL Top Bottom 15.500 29.50 15.90 No No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.068 0.000 24.000 0.068 0.000 2 0.000 1.285 0.540 24.000 1.285 0.540 SHEAR: Max V (DL +LL) = 52.04 kips fv = 5.57 ksi Fv = 19.79 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 374.0 15.5 0.0 1.00 29.14 33.00 29.14 33.00 Controlling 374.0 15.5 0.0 1.00 29.14 33.00 - -- REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Left Right 26.69 35.29 12.11 16.75 38.80 52.04 DEFLECTIONS: Dead load (in) at 12.60 ft = -0.436 L/D = 660 Live load (in) at 12.60 ft = -0.209 L/D = 1381 Net Total load (in) at 12.60 ft = -0.645 L/D = 447 RAM INTERNATIONAL Gravity Beam Design c _q RAM SBeam v3.0 Barry University Floor Design - @ Grid 6.4 from C.8 to E.2 Licensed to: 04/20/11 12:57:25 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (21.30,0.00) Beam Size (User Selected) = W21X62 Total Beam Length (ft) = 21.30 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.062 0.000 21.300 0.062 0.000 2 0.000 2.940 1.615 21.300 2.940 1.615 Fy = 50.0 ksi SHEAR: Max V (DL +LL) = 49.17 kips fv = 5.85 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 261.9 10.7 0.0 1.00 24.74 33.00 24.74 33.00 Controlling 261.9 10.7 0.0 1.00 24.74 33.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Left Right 31.97 31.97 17.20 17.20 49.17 49.17 DEFLECTIONS: Dead load (in) at 10.65 ft = -0.360 L/D = 709 Live load (in) at 10.65 ft = -0.194 L/D = 1318 Net Total load (in) at 10.65 ft = -0.554 L/D = 461 91l RAM Gravity Beam Design f% RAM SBeam v3.0 Barry University Floor Design - @ Grid 6.4 from E.2 to F Licensed to: 04/20/11 12:58:31 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (24.50,0.00) Beam Size (User Selected) = W21X62 Total Beam Length (ft) = 24.50 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.062 0.000 24.500 0.062 0.000 2 0.000 2.710 1.520 24.500 2.710 1.520 Fy = 50.0 ksi SHEAR: Max V (DL +LL) = 52.58 kips fv = 6.26 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 322.1 12.3 0.0 1.00 30.43 33.00 30.43 33.00 Controlling 322.1 12.3 0.0 1.00 30.43 33.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Left Right 33.96 33.96 18.62 18.62 52.58 52.58 DEFLECTIONS: Dead load (in) at 12.25 ft = -0.583 L/D = 505 Live load (in) at 12.25 ft = -0.319 L/D = 920 Net Total load (in) at 12.25 ft = -0.902 L/D = 326 RAM INTERNATIONAL Gravity Beam Design RAM SBeam v3.0 Barry University Floor Design - @ Grid 6.4 from Stair to Elev. Licensed to: 04/20/11 13:03:14 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (13.50,0.00) Beam Size (User Selected) = W14X43 Total Beam Length (ft) = 13.50 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.043 0.000 13.500 0.043 0.000 2 0.000 3.020 0.790 13.500 3.020 0.790 Fy = 50.0 ksi SHEAR: Max V (DL +LL) = 26.01 kips fv = 6.22 ksi FIT = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 87.8 6.8 0.0 1.00 16.83 33.00 16.83 33.00 Controlling 87.8 6.8 0.0 1.00 16.83 33.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Left Right 20.67 20.67 5.33 5.33 26.01 26.01 DEFLECTIONS: Dead load (in) at 6.75 ft = -0.184 L/D = 878 Live load (in) at 6.75 ft = -0.048 L/D = 3406 Net Total load (in) at 6.75 ft = -0.232 L/D = 698 Johnson Structural Group, Inc. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 561 - 982 -8999 Ledger Angle Live Load LL := 100.psf Dead Load DL := 95.psf Tributary Width Tµ,:= 13.5.ft Plate Spacing PL, := 32-in W :_ (LL + DL)•TW W = 2632.5 plf Angle Analysis Try a L6x6x1/2" with 3/4 "x5" Headed Studs at 16" o.c. Staggered Job Title: Barry University Job Number: 11011 Sheet No 4C - tZ Date: 03/16/11 Calculated by: M. Johnson h:= 6•in b := 6.0•in t := 0.50.in A:= 5.75.in2 Sx := 4.61•in3 k:= 1.0•in MajorAxis Bending Check Acting MajorAxis Moment in Angle MajorAxis Bending Stress Allowable Bending Stress: Fy := 36•ksi W PLS2 M 8 M fbm . _ Sx M = 2.34 kip•ft fbm = 6.09 ksi b — 12 For b/t Values and Fy = 36 ksi Steel: t When b/t <= 10.83 Fb := 0.66-Fy When 10.83 < =b /t <= 12.66 When b/t > 10.83 Fb := 0.60•Fy Fb := 0.60•Q.Fy See 5 -311 of ASIC Green Manual Case 2 Governs Fb := 0.60. Fy Fb = 21.6 ksi Local Flange Bending Stress Width of Bearing on Angle Wb := 3•in Pressure on Flange for 12" Length Moment on Flange W.ft Wf :_ Wb Mf:= Wf•Wb• > fbm OK 3 Inches for Hollow Core lbf Wf = 877.5 in Wb b -- 2 Mf = 11846.25 lbf • in Johnson Structural Group, Inc. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 561 -982 -8999 Flange Section Modulus 12. . t 2 Sxf 6 Mf fbf - Sxf Allowable Bending Stress Fb := 0.66•Fy Job Title: Barry University Job Number: 11011 Sheet No. EtC - t3 Date: 03/16/11 Calculated by: M. Johnson Sxf = 0.5 in3 fbf = 23.69ksi Fb = 23.76ksi > fbf OK FOOTING DESIGN JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB f SHEET NO F OF CALCULATED BY DATE CHECKED BY DATE SCALE E ND /-rf o f} BG "i ILoj LE 3 S, W L T W t c f- P''t 1 He(figgr . 0_F P 1C tyt. p.iEL tc 1.1Es (AJ._ .'DTPt I rouND 3 7,?) L,:%'4 7 Ham" dF Roof r=i.te + 2 1. . PT 7 L g- L r;) F BS + Ib -3 0 FSF RF IS (-' (to G 0 244 p fit.. ict l 00PSF 3'? R ss, LL_ -/3 Z8o PCP s :7 PLF PLC 3e, 32D F. 32 ? FL g rr. F -320 PC-f- 3? ,5 Z) (1 32-15-571-)( Li 3Q Pc-F PLF C (C, ?8 'L 5 S P 2-0( t JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE tc, tiNJoP -1-1c) bEs. .._t....r. w oes_T. ST Prt C., _ _ FT G_. S (c. 25 1 L nlQ PAN v 0 T( N !>p_£ C tr,1 c f c ?G is. N ....J 6 P- `per _. o 00 PPS: L.._ To sta- S ©N 7: Johnson Structural Group, Inc. 951 Yamato Road - Suite 205 Boca Raton, FL 33431 (561) 982 -8999 phone (561) 982 -8899 fax Job Title: Barry Dorm Job Numbed 11011 Sheet No. i— Date: 03/24/11 Calculated by: M.A.J. Panel Tri. Wall Footing Design for Wall 1 1st Floor Hight Overturning Moment Trib. Roof Live Load Trib. Roof Dead Load Min. Trib. Roof DL Trib.Floor Live Load Trib. Floor Dead Load Min. Floor. DL Wind Force @ Roof Wind Force @ Floor Density of concrete Panel Height Panel Thickness Panel Width hf:= 0.ft (Roof Haight Mo '— V f• B • hf + Vr B • (h f + hr) Resisting Wight: For: is := 0•in Weight of Panel 1, := 0.ftlst Floor Slab, Weight of Slab WLr := 489•plf WDr = 1628•plf WDr := 1628•plf WLf := 1302•p1f WDf := 3094•plf WDf 3094•plf Vr := 890.1 •plf Vf := Yc:=:= := 150•p0•plf cf H:= 39.67•ft tp := 6•in B := 21.ft hr:= 39.67•ft Ma = t41.1up•11 Mo := 741.50.kip Wp = 62.48 kip Ws = 0 kip Wp tp•B•H•y Ws ts.B•ls•y, Weight Resisting Overturning Moment We := (WDr + WDf)•B + Wp + Ws Resisting Moment MR := - •(Wr.B) Safety Factor = Assuming Footing Width bf := 2.0•ft Weight of Footing Wf := D•B•bfy, Design Load for Footing Load Eccentricity MR SF := — SF = 2.3 Mo Assumed Ftg Depth D := 1.5•ft Wf= 9.45kip MR= 1697.2kip•ft >1.67 OK WT (WDr + WDf + WLr Mo e := — WT Assuming z := 1.0•ft Allowable Soil Pressure Allowable Soil Pressure for Wind Load Combinations Due to Gravity Loads Only Due to Gravity & Wind Loads c°w WLf)B +Wp +Wf e= 3.553ft B =3.5ft 6 x:= 3•(0.5•B + z — e) qs := 10000-psf qs':= 1.25.gs WT q := B b f 2 • WT g x•b f Wt = 161.642 kip WT = 208.703 kip < e Triangular Soil Pressure x = 23.84 ft qs = 12500 psf Acting Soil Pressure q = 4969 psf < q OK q' = 8754 psf Use Cont. 2' -0" x 1' -6" Wall Footing o' OK Johnson Structural Group, Inc. 951 Yamato Road - Suite 205 Boca Raton, FL 33431 (561) 982 -8999 phone (561) 982 -8899 fax Panel Trap. Wall Footing Design for Wall 10 Trib. Roof Live Load Trib. Roof Dead Load Min. Trib. Roof DL Trib.Floor Live Load Trib. Floor Dead Load Min. Floor. DL Wind Force @ Roof Wind Force @ Floor Density of concrete Panel Height Panel Thickness Panel Width Roof Hight 1st Floor Hight hf:= 0.ft Overturning Moment Mo :_ [Vf.hf + Vr (hf + hril•B Resisting Wight: Weight of Panel For: t, := 0•in Job Title: Barry Dorm Job Number: 1101,1 Sheet No. -- Date: 03/24/11 Calculated by: M.A.J. WLr := 413.1 •plf WDr := 1377•pif WDr' := 1377•plf WLf := 3764.70•plf WDf := 4071.7•plf WDf := 4071.7•plf Vr := 728.5•plf Vf := 0•plf ye := 150•pcf H := 39.67• ft tp := 5.68•in B := 32.33•ft hr := 39.67•ft Mo = 934.3kip•ft W := tp•B•H.yc is := 0.ft 1st Floor Slab, Weight of Slab Ws := is B is yc Weight Resisting Overturning Moment Wt :_ (WDr, + WDf)•B + Wp + Ws Resisting Moment MR:= Safety Factor = Assuming Footing Width bf:= 2.0-ft Weight of Footing Wf:= D•B•bf•yc Design Load for Footing MR = 4319.5 kip-ft >1.67 OK D := 1.5•ft MR SF := — SF =4.6 Mo Assumed Ftg Depth Load Eccentricity Wf = 14.548 kip WT := (WDr + WDf + WLr + WLf)•B + Wp + Wf Mo e := — WT Allowable Soil Pressure Allowable Soil Pressure for Wind Load Combinations Due to Gravity Loads Only e =2.241ft qs := 10000•psf gs':= 1.25•gs WT q := B•b f Due to Gravity & Wind Loads q' := WT + 6 Mo B.bf bf-B2 Use Cont. 2 ' -0" x 1' -6" Wall Footing Wp = 91.06 kip Ws = 0 kip Wt = 267.216 kip WT = 416.833 kip -* — B > e Trapezoidal 5.388ft Soil Pressure 6 qs = 12500 psf Acting Soil Pressure q = 6447psf < q OK q' = 9128psf < q' OK JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982-8999 JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE OF JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB - (- /, , SHEET NO ( / OF CALCULATED BY DATE CHECKED BY DATE SCALE JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE JOHNSON STRUCTURAL GROUP, INC. Consulting Structural Engineers 951 Yamato Road, Suite 205 Boca Raton, FL 33431 (561) 982 -8999 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton, FL 33431 (p) 561 - 982 -8999 (f) 561 - 982 -8899 CF1 Job Title: Barry University Job Number: 11011 Sheet No. F.11 Date: 03/23/1/ Calculated by: M. Johnson, P.E. Steel Column Design 250 Kip Load Reduced to 230K psf := Ibf — ft2 kip := 1000•lbf pcf := lbf ft 3. Gravity Load Floor Live Load WL := 75-psf Floor Dead Load WD := 195•psf Floor area Supt.. by Col. Af := 850•ft2 Total Dead Load DL := WD•Af Total Live Load LL := WL•Af FROM calcs PT := DL + LL PT = 229.5 kip Column Effective Length KL := 15.ft W10x49 Grade 50 Base Plate Design Try 10x10 Base Plate For W10x49 Total Design Load Plate Bearing Pressure plateb - d m := m =3in 2 fp tp1 • = 2.m. Fy Fy := 36000-psi platea:= 16•in bf := 10.0-in DL = 165.75 kip LL = 63.75 kip Pall 300-kip > P OK fc' := 3000-psi plateb := 16•in d := 10.0•in Ap := platea•plateb Ap = 256 in2 PT = 229.5 kip f PT P •- Ap fp= 896.5l- in 2 platea - bf n:= n =3in 2 to = 0.947 in tp2 := 2•n• Anchor Bolt Design Uplift Load per Bolt Un Tb. 4 For 3/4" Diam. A -307 bolt From AISC Steel Const. Manual < 0.7 *fc' OK tp2 = 0.947 in U„ := Okip Mezzanine Column Increased Allowable due to Wind Load Talc := 3 Tail Tb = 0 kip Tail 8.8-kip Tall' = 11.73 kip > Tb OK Use W10x49 Grade 50 w/ 1 -1/4 "x16 "x16" Base Plate & (4) - 3/4" Diam. Anchor Bolts Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton, FL 33431 (p) 561 - 982 -8999 (f) 561- 982 -8899 Column Footing Design FTG. F -1 BABE R. UJ/ ASJGI -1- 154i.78 PER SCA4. \ r-- em COL eta PLAN (- COLWYN FTC. Dead Load Pressure Acing Soil Pressure DL + F qd B•B Factored Soil Bearing Pressure For. Job Title: Barry University Job Number: 11011 Sheet No. j° l- Date: 03/23/11 Calculated by: M. Johnson, P.E. fy := 60000-psi fc' := 3000-psi ye := 150•pcf Total Design Load PT = 229.5 kip Allowable soil bearing Req'd. Ftg. Area Try Ftg Wt. B := 5.5-ft Fwt := B2 -111'c F = 7.56 kip QS:= 10000•psf PT = 22.95 ft2 QS H:= 20•in PT + Fw q := B B q = 7837 psf qd = 5729 psf 1.4-(DL + Fwt) + 1.7 LL qu:= B•B d:= H -4.in d= 16 in 4 := .85 Shear Check bo := 2•(platea + plateb + 2•d) Vu u-[B•B — (plat/ + d)21 Vc := 4.4• fc'• psi•bo•d Factorized Moment For: w := := .9 r 12 Mu := 2 • (qu'B)'j BJ F := B•d2 4 fc') — J4•02 — 4•(59•,1c')•Ku 2•(.59•4) •fc') p := w• fY p = 3.30265 x 10-3 B = 5.5 ft H = 20 in Astemp .0018•B•H for qu = 11603.72 psf platea + plateb bo = 128 in play .- 2 Vu = 268 kip Vc =381 kip > Vu OK Mu Ku := F w = 0.0661 AS := p•B•d As = 3.488in2 Mu = 241.32kip•ft Ku = 24.7 kip ft-ft Temperature Steel Astemp = 2.38 in2 Asp := 8 • (0.44• in2) Asp = 3.52 in2 <- Govern > As OK Use 5' -6" x 5' -6" x 20" Footing Reinf. with 8 #6 Each Way Bottom Hook Bottom Bars Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton, FL 33431 (p) 561 - 982 -8999 (f) 561 - 982 -8899 CF1 Job Title: Barry Un+' +arsity Job Number: 1in °` Sheet No. Date: 03/23/11 Calculated by: M. Johnson, P.E. Steel Column Design 310 Kip Load Reduced to 290K psf := lbf — ft2 kip := 1000• lbf pcf := lbf ft 3 Gravity Load Floor Live Load Floor Dead Load Floor area Supt.. by Col. Total Dead Load Total Live Load WL := 85.psf WD := 205.0•psf Af:= 1000' ft2 FROM calcs DL := WD.Af DL = 205 kip LL := WL.Af LL = 85 kip PT := DL + LL PT = 290 kip Column Effective Length KL := 15-ft W10x49 Grade 50 Base Plate Design Try 10x10 Base Plate For W10x49 Total Design Load Plate Bearing Pressure m plateb — d 2 tp1 := • 2.m fP Fy m = 3 in Fy:= 36000•psi platea:= 16•in bf := 10.0•in Pall := 300.kip > P OK fc' := 3000.psi plateb := 16•in d := 10.0•in Ap := platea.plateb Ap = 256 in2 PT = 290 kip fP • — PT Ap to = 1.064 in Anchor Bolt Design Uplift Load per Bolt Un Tb. 4 For 3/4" Diam. A -307 bolt From AISC Steel Const. Manual n fP = 1132.8 lb2 in platea — bf 2 Un Increased Allowable due to Wind Load Tip := 3 Tall n = 3 in < 0.7 *fc• OK tp2 = 1.064 in := Okip Mezzanine Column Tb = 0 kip Tall := 8.8.kip Tall' = 11.73 kip > Tb OK Use W10x49 Grade 50 w/ 1 -1/4 "x16 "x16" Base Plate & (4) - 3/4" Diam. Anchor Bolts Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton, FL 33431 (p) 561 - 982 -8999 (f) 561 - 982 -8899 Column Footing Design FTG. F -1 EiASX WI ANGN --, 6TL COL e■■ PLAN - -COLUMN FTG. Dead Load Pressure Acing Soil Pressure DL + Fwt qd B•B Factored Soil Bearing Pressure For. Job Title: Barry University Job Number: 11011 i Sheet No. :' _. Date: 03/23/11 Calculated by: M. Johnson, P.E. fy := 60000•psi fc' := 3000•psi y,:= 150.pcf Total Design Load PT = 290 kip Allowable soil bearing Q, := 10000.psf Req'd. Ftg. Area Try Ftg Wt. B := 6.0•ft Fwt := B 2 •H.y Fwt = 10.8 kip PT = 29 ft2 Qs H:= 24.in PT + Fwt q = 8356 psf B•B qd = 5994 psf .4.(DL + FM) + 1.7•LL B•B d := H — 4• in d = 20 in (I) := .85 Shear Check b,:= 2.(platea + plateb + 2•d) Vu := qu.[B.B — (play + d)21 Vc := 4•(1)• fc' psi•bo•d Factorized Moment Mu := For: (: =.9 1z 2 (qu B) •(BJ F:= B•d2 (4)•fc) — J(4)•fc')2 — 4•(.59•0.fc')•Ku 1 2•(.59•0.fc') p := fy B =6ft H =2ft p = 2.66864 x 10 3 Astemp := .0018.B.H for b0= 144 in Vu = 335 kip Vc = 536 kip Ku := — Mu F w = 0.0534 AS := p.B.d As = 3.843in2 Temperature Steel Astemp = 3.11 in2 Asp := 9•(0.44•in2) Asp = 3.96 in2 qu = 12406.11 psf platea + plateb play:— 2 > Vu OK Mu = 334.97kip•ft Ku = 20.1 kip ft. ft <- Govern > As OK Use 6' -0" x 6' -0" x 24" Footing Reinf. with 9 #6 Each Way Bottom Hook Bottom Bars Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton, FL 33431 (p) 561- 982 -8999 (f) 561 -982 -8899 CF1 Job Title: Barry University Job Number: 11011 Sheet No. r- 113— Date: 03/23/11 Calculated by: M. Johnson, P.E. Steel Column Design 290 Kip Load Reduced to 270K psf: = — lbf ft2 kip := 1000•1bf pcf := lbf 3 ft Gravity Load Floor Live Load Floor Dead Load Floor area Supt.. by Col. Total Dead Load Total Live Load PT := DL + LL Column Effective Length W10x49 Grade 50 Base Plate Design Try 10x10 Base Plate For W10x49 Total Design Load Plate Bearing Pressure plateb — d m:— m -3in 2 t= p1 : KL := 15•ft Fy := 36000.psi platea:= 16•in bf := 10.0•in WL := 75•psf WD := 195.psf Af:= 1000•ft2 DL := WD•Af LL := WL•Af PT = 270 kip Pall 300 .kip fc' := 3000•psi plateb := 16•in d := 10.0•in Ap := platea.plateb Ap = 256 in2 PT = 270 kip PT •fp• -- Ap to = 1.027 in Anchor Bolt Design Uplift Load per Bolt U„ Tb. 4 For 3/4" Diam. A -307 bolt From AISC Steel Const. Manual n FROM calcs DL = 195 kip LL = 75 kip > P OK fn = 1054.7 lbf < 0.7 1c' OK in2 platea — bf 2 fp tp2.� 2.n. Fy Increased Allowable due to Wind Load Tall' := 3 • Tall := Okip n = 3 in tp2 = 1.027 in Mezzanine Column Tb =0kip Tall 8.8•kip Tau' = 11.73 kip > Tb OK Use W10x49 Grade 50 w/ 1 -1/4 "x16 "x16" Base Plate & (4) - 3/4" Diam. Anchor Bolts Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton, FL 33431 (p) 561-982-8999 (f) 561-982-8899 Column Footing Design FTG. F-1 EWiee !EU' F301-TS PRIR — en COL eu KAN C01.1.11•14 FTGI. Dead Load Pressure Acing Soil Pressure DL +F cht:_ 13-B Job Title: Barry University Job Number: 11011 Sheet No. F , /6 Date: 03/23/11 Calculated by: M. Johnson, P.E. f' := 60000-psi fc':= 3000-psi y, := 150.pcf Total Design Load PT = 270 kip Allowable soil bearing Qs := 10000-psf —PT Req'd. Ftg. Area = 27 ft Qs Try B := 6.0.ft H := 24.in Ftg Wt. F B2.1-1.y Fwt = 10.8 kip PT + Fwt q 13•13 qd = 5717psf q = 7800 psf 1.4-(DL + + Factored Soil Bearing Pressure qu qu = 11545 psf For: BB d := H - 4.in d = 20 in platea + plateb Shear Check b0 := 2-(platea + plateb + 2-(1) b0 = 144 in play :- 2 Vu := qu.[B.B - (play + d)21 Vc Factorized Moment For: := .9 1 B Mu := — t(qu.B))21 -(— 2 2 F := B.d2 (0.fc)_4(0.f02 — 4-(.59-d.fc)-Ku ta :- 1 2.(.59.0•fe) p := CO • — fY B = 6 ft H= 2 ft Vu = 312 kip Vc = 536 kip Mu Ku := — F = 0.0496 p = 2.47765 x 10 3 AS := p-B•d As = 3.568 in2 Temperature Steel Astemp = 3.11 in2 for Asp := 9.(0.44.in2) Asp = 3.96 in2 > Vu OK Mu = 311.72 kip. ft Ku = 18.7 kip ft. ft Astemp := .0018•B•H <- Govern > As OK Use 6'-0" x 6'-0" x 24" Footing Reinf. with 9 #6 Each Way Bottom Hook Bottom Bars TILT -UP PANEL DESIGN Johnson Structural Group, Inc. 951 Yamato Rd Boca Raton, FL 33431 (561) 982 -8999 (phone) (561) 982 -8899 (fax) Design Information: Wind load design per: Design Wind Pressures: Design Loads Job Title: Barry University Dorms Job Number: 11011 Sheet No. 0" -r=1 Date: 04 -20 -11 Calculated by: Marc Jean, P.E./ Jorge Novoa, E.I. Checked by: Mark Johnson P.E. ASCE 7 -05 (See Wind Pressure Sheet Attached for exterior) +- 10 psf interior 1) Floor and Roof Loads = See Framing Design Calculations 2) Shear Loads = See Wind and Diaphragm Design Panel Information: Top of Panel Elevation: Varies (See Shop Drawings) Bott. Of Panel Elevation: -1'-4", typical All Panels are 7 1/4" Thick U.N.O. PCA Wall Design Assumptions: For 8" Thk. Panels: • Plate Design Thickness • Reveals Allowance • Concrete strength • Concrete Modulus of Elasticity • Concrete Unit Weight • Rebars Yield Strength • Rebars Modulus of Elasticity t =6.5" =3/4" f 'c= 4,000psi E = 3,605 ksi ye = 150pcf fy = 60ksi E = 29,000ksi • Mid Reinforcement distance d = 3.25" Vertical; 4" Horizontals • EF Reinforcement Distance d = 1.5 inch Vert.; 2.25 inch Horz, • EF Tie Reinf. Distance d = 1.75 inch Vert.; 1.0 inch Horz. Johnson Structural Group, Inc. 951 Yamato Rd Boca Raton, FL 33431 (561) 982 -8999 (phone) (561) 982 -8899 (fax) PCA Wall Design Assumptions Cont. Job Title: Barry University Dorms Job Number: 11011 Sheet No. fF3+. T-A Date: 04 -20 -11 Calculated by: Marc Jean, P.E./ Jorge Novoa, E.I. Checked by: Mark Johnson P.E. • PCA Wall Design is Base in ACI 318 -05. • The Footing Restrain the Panel in the Dx, Dy, & Dz Directions. • For service deflection calculations, Out of plane crack coefficient = 0.35 • Second order analysis to be performed in each run. ACI Code Requirements: Minimum Area of Reinforcement for Walls. Vertically: 0.0015 in2 / LF For 9 1/2" Thk. Panel AS = 0.171in2 /ft = #5 @ 18" O.C. Horizontally: 0.0020 in2 / LF For 9 1/2" Thk. Panel AS = 0.23in2 /ft #4 @ 12" O.C. Minimum Concrete Cover for Reinforcement. Precast Concrete Exposed to Earth or Weather up to #11 Bar 3/4" wm Licensed to: Johnson Structural Group, Inc., License ID: 51892 - 1009195- 4- 23A68 -2787C J: \2011 \11011- Barry University Dorms \Calcs \Panels \Typ. Panel with 6 windows.wa3 Dz+ 0.200 0175 0150 0125 0100 O075 0050 0025 0000 i z x Page 1 TYPE A MEM NMI 11111111E Mil MINI • IMI •M MI EMI .•i■ 11111•■ usa. 5U•U REM ■5U• ■ •11111 ■ •U• NM ■N == MIMI 5... MIR MIME ■ ■UU MUM OM IM •5U■ MUM Dz+ [in]; LC: Envelope; Dz +,max = 0.225 in; Dz +,min = 0.000 in 7-3 .. nnal a UCL L. man eV�.la Ul Va♦ Liceriaed to: Johnson Structural Group, Inc., License ID: 51892- 1009195- 4- 23A68 -2787C J: \2011 \11011- Barry University Dorms \Calcs \Panels \Typ. Panel with 6 windows.wa3 UM- 4V —GU11, VG.V0:10 YM Page 1 A x 0347 IMM 0326 0305 0283 0220 0198 0177 0156 TYPE A MM. MIMI NEM MOM IN NMI 111011•111 MIMI MEM MEM •ii• ISM MI= MIMI IMO MIME MIMI MINK MEM OHM II ... MOM MEM MEM •I.0 MUM MIMI ■ UM •EEI M.. 111111111111 •1•* RIM Asx [in ^2 /ft]; LC: Envelope; Asx,max = 0.347 in ^2 /ft; Asx,min = 0.156 in ^2 /ft Licensed to: Johnson Structural Group, Inc., License ID: 51892- 1009195- 4- 23A68 -2787C J: \2011 \11011- Barry University Dorms \Calcs \Panels \Typ. Panel with 6 windows.wa3 "'1 0352 0.328 0305 0281 0258 0234 0211 0]87 0164 1 0140 z x TYPE A Page 1 T-s- ...N MIMI N... .... EMI 111•11111 .... N... .... .... IEEE MUM MENU WM= NMI MINE MEM MIN NUM MIMI N... MINI ...M .... .I.. ..I. .... .... M.■■ ...I MINI ..■■ Asy [in ^2 /ft]; LC: Envelope; Asy,max = 0.352 in ^2 /ft; Asy,min = 0.140 in ^2 /ft r Licensed to: Johnson Structural Group, Inc., License ID: 51892- 1009195- 4- 23A68 -2787C J: \2011 \11011- Barry University Dorms \Calcs \Panels \Typ. Panel with 5 wind and door.wa3 U w-GV-GV11, VG: V I : U:., rm Page 1 Dz+ O238 0212 0a85 0159 0132 0106 0079 0 0.026 0.000 z x TYPE B NUR EMU MUM ME M IMI NM NM MAIN ..u. EMI IIIIIIIIIIIII UM NE U 1®t i6! ®1811s11111111Bi11liillr101111611lt116111111s61•e 111111111111111111 MI 111111111111111 UNE IIIIIIIIIIIIIIIII NM 111111111111111M MUM 1111111111111111111 MN 111111 Dz+ [in]; LC: Envelope; Dz+,max = 0.238 in; Dz +,min = 0.000 in Licensed to: Johnson Structural Group, Inc., License ID: 51892- 1009195- 4- 23A68 -2787C J: \2011 \11011- Barry University Dorms \Calcs \Panels \Typ. Panel with 5 wind and door.wa3 TYPE B Page 1 • 0.410 0382 0354 0326 0241 013 0 .� 0.156 • 410 z x NE■E MIN MEM MINN IEEE ■I■■ ■EE■ I■M■ ■E■■ ■■■E E■■■ EI■■ MIME ■■■I MIME ■E■■ ■■ ■E MEN ■■■■ NINE ■■■■■■ ■■■I E■■EE NINE ■■■■E■ ■M■■ E■■■■■ ■■■■ ■III■■ ■■■■■■ iii ■i 4 • Licensed to: Johnson Structural Group, Inc., License ID: 51892 - 1009195- 4- 23A68 -2787C J: \2011 \11011- Barry University Dorms \Calcs \Panels \Typ. Panel with 5 wind and door.wa3 Page 1 ASV Q370 0344 0319 0293 0242 Q217 0.]91 0.166 0.140 TYPE B aus. ME MUM MIMI MI■■ UM MIN MIMI ■ OM ••a• 111111111111 .u.. IIIIIIIIMI MIN 11111111111111 MIMI MN t■■■ .a.. MOM MIMEO Asy [in ^2 /ft]; LC: Envelope; Asy,max = 0.370 in ^2 /ft; Asy,min = 0.140 in ^2 /ft Air Conditioning Services & Energy Solutions 2125 S. Andrews Ave. Ft. Lauderdale, FL 33316 T: 954.525.2971 • F: 954.525.2973 www.hillyork.com Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: Mechanical Review #1 Permit Number CC11 -586 Project: Barry University Residence Hall 11300 N.E. 2nd Avenue Miami Shores, FL 33161 Attn: Mr. Jan Pierre Perez lr 11A) 0 3.2011 13Y: boo“,10000000000000000 April 29, 2011 Please see Hill York's responses on the mechanical review comments for the Barry 1 University Project. 1 Need HVAC design schedule. Response: the schedule has been added to sheet M -0001. • e i Need Energy calculations. Response: the calculations will be submitted with the revised plans. Response: the calculations will be submitted with the revised plans. j 4. Need fire department review, pending fire rated walls for fire dampers. Response: will respond and revised the plans per the fire department comments. ere are any questions regarding the above I can be reached at 561 -512 -5608 C6'-'---- e Pr York el LEED AP, C.E.M. dent/Pre- Construction Services hygreen Energy Solutions Air Conditioning Services & Energy Solutions 2125 S. Andrews Ave. Ft. Lauderdale, FL 33316 T: 954.525.2971 • F: 954.525.2973 www.hillyork.com Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: Mechanical Revision #1 and 2 narrative Permit Number CC11 -586 Project: Barry University Residence Hall 11300 N.E. 2nd Avenue Miami Shores, FL 33161 Attn: Mr. Jan Pierre Perez April 29, 2011 Please see Hill York's narrative on the mechanical revisions for the Barry University Project. Summary Per Barry University's request the variable refrigerant flow "DX" system has been replaced with an air cooled chilled water system. M -0001 Deleted the refrigerant pipe specifications. Added the chilled water pipe specifications. M -0002 Deleted the "VRF" air handling and condensing unit schedule. Added the chiller, pump and chilled water air handling unit schedule. Revised the RTU schedules. M -0010 Deleted the "VRF" condensing unit installation and roof jack piping details. Added the chilled water coil, air separator, expansion tank and pot feeder details. M -0011 Deleted the "VRF" condensing unit wiring detail. Added the chiller piping and anchoring details. Revised the remaining details per the discipline coordination. M -0111 Added duct for the new CHW AHU 1 -1 and 1 -2. WARS L# fe More Comfortable hygreen Energy Solutions Air Conditioning Services & Energy Solutions 2125 S. Andrews Ave. Ft. Lauderdale, FL 33316 T: 954.525.2971 • F: 954.525.2973 www.hillyork.com M -0112 Deleted the "VRF" AHU's and added the CHW AHU's with duct. MP -0111 New sheet added ( 1st floor north half chiller water piping plan ) to the design set MP -0012 New sheet added (1st floor south half chiller water piping plan) to the design set. M -0121 Deleted "VRF" AHU 2 -1 and 2 -2. Added CHW AHU 2 -1 and 2 -2 with duct and piping. M -0122 Deleted "VRF" AHU 2 -1, 2 -2 & 2 -3. Added CHW AHU 2 -1, 2 -2 & 2 -3 with duct. M -0131 Deleted "VRF" AHU 3 -1 and 3 -2. Added CHW AHU 3 -1 and 3 -2 with duct and piping. M -0132 Deleted "VRF" AHU 3 -1, 3 -2 & 3 -3. Added CHW AHU 3 -1, 3 -2 & 3 -3 with duct and pipe. M -0141 Deleted all "VRF" condensing units. M -0142 Deleted all "VRF" condensing units. M -0211 Revised the typical dorm unit layouts per the revised architectural plans. Added the "ADA" note on the height of the thermostats. M -0332 Deleted the "VRF" refrigerant piping plan. M -0334 Added relief riser RR -1 to the sheet. M -0335 Revised the duct sizes for RTU -1, RTU -2 and RTU -3. Added the typical chilled water pipe riser diagram and control system. Making L(feYore Comfortable' hygreen Energy Solutions Air Conditioning Services & Energy Solutions 2125 S. Andrews Ave. Ft. Lauderdale, FL 33316 T: 954.525.2971 • F: 954.525.2973 www.hillyork.com If there are any questions regarding the above I can be reached at 561 -512 -5608 cerely, John Cancel LEED AP, C.E.M. Vice President/Pre- Construction Services Hill York WARS Life More comfortable? hygreen Energy Solutions 4 Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge Summit® Fla/Corn-2008, Effective: March 1, 2009 — Form 400A -2008 Method A: Whole Building Performance Method for Commercial Buildings PROJECT SUMMARY Short Desc: New dorm residence Owner: Barry University Addressl: 11300 NE 2nd Ave. City: Miami Shores Address2: Enter Address here State: Florida Zip: 33161 Type: Dormitory Class: New Finished building Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area: 75594 SF Conditioned & UnConditioned Area: 75594 SF No of Stories: 1 Area entered from Plans 66000 SF Permit No: 0 Max Tonnage 64.5 If different, write in: Description: Barry University Residence 1 4/27/2011 EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 Page 1 of 8 '• • Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 44,566.0 45,097.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 2 of 8 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By. Building Official: Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the FLorida Energy Efficiency Code Architect: Reg No: ,,,,`��0�1111.11,,, Electrical Designer: Reg �d` Qj • v‘ C ........................ #i A II Q; No .G Lighting Designer: Re • . * — Mechanical Designer: /% Reg t / /.r i C� //�4r •0 • . T .., Plumbing Designer Reg NVdi'� O R 1 O Nb. \ , (*') Signature is required where Florida Law requires design to be performed by regisib�,��i iNift professionals. EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 3 of 8 Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) Building End Uses Total 1) Proposed 2) Baseline 2,832.50 3,359.40 $44,566 $53,056 ELECTRICITY(MBtulkWhl$) 2,832.50 3,359.40 829915 984339 $44,566 $53,056 AREA LIGHTS 777.60 808.90 227834 237019 $12,235 $12,775 MISC EQUIPMT 349.20 349.20 102318 102318 $5,494 $5,515 PUMPS & MISC 0.00 0.60 3 190 $0 $10 SPACE COOL 1,290.90 1,756.00 378222 514503 $20,311 $27,732 SPACE HEAT 26.10 11.00 7643 3228 $410 $174 VENT FANS 388.70 433.70 113895 127081 $6,116 $6,850 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 84% PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 4 of 8 Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (VV/Unit) or No. of Units (W) (W) (Sqft or ft) Ext Light 1 Uncovered Parking Areas — Yes 0.15 70,400.0 10,560 3,408 Parking lots and Drives Ext Light 2 Uncovered Parking Areas — Yes 0.15 88,000.0 13,200 9,000 Parking lots and Drives Tradable Surfaces: 12408 (W) Allowance for Tradable: 24948 (W) All External Lighting: 12408 (W) Complicance check includes a 5% excess allowance of 1188.00(W) PASSES Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area ID (sq.ft) Design Min Compli- CP CP ance PrOZo1Spl 7,001 Dormotory Living Quarters 66,000 200 7 PASSES PrOZo2Spl 5 Corridor 3,198 60 6 PASSES PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 5 of 8 Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) PrOSy2 System 2 System Report Compliance Constant Volume Packaged No. of Units System -902 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Heating System Air Handling System - Supply Air Conditioners Air Cooled > 760000 Btu/h Cooling Capacity Electric Furnace Air Handler (Supply) - Constant Volume 12.70 9.20 16.00 9.40 PASSES 1.00 1.00 0.55 0.90 PASSES PASSES PASSES Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance Water Heater 1 Gas Storage water > 155000 Btu/h; < 0.96 0.80 500.00 ,310.E PASSES heater 4000 (Btu/h) /gal PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 6 of 8 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV fiance Hermetic screw or scroll 2 55 3.0 2.8 4.5 3.1 Water Chilling Packages PASSES chiller (Elec), Air Cooled, (Pos Displ) PASSES J Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance Water Heater 1 Gas Storage water > 155000 Btu/h; < 0.96 0.80 500.00 ,310.E PASSES heater 4000 (Btu/h) /gal PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 6 of 8 Project: New dorm residence Title: Barry University Residence Hall Type: Dormitory (WEA File: FL MIAMI OPA_LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report Operations Manual Windows & Doors Joints /Cracks Dropped Ceiling Cavity System Reheat HVAC Efficiency HVAC Controls Ventilation Controls ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Hot Water Pipe Insulation Water Fixtures Motors Lighting Controls 13 -101 13- 102.1, 13- 410,13 -413 13- 406.AB.1.1 13- 406.AB.1.2 13- 406.AB.3 13-407 13 -407.B 13- 407,13 -408 13- 407.AB.2 13- 409.AB.3 13-410 13- 410.AB 13- 410.AB.4 13- 411.AB 13- 412.AB 13- 412.AB.2.6 13- 411.AB.3 13- 412.AB.2.5 13-414 13- 415.AB Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2; all other products: 0.4 cfm/ft2 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Load sizing has been performed Electric resistance reheat prohibited Minimum efficiences: Cooling Tables 13- 407.AB.3.2.1A -D; Heating Tables 13- 407.AB.3.2.1B, 13- 407.AB.3.2.ID, 13- 408.AB.3.2.1E, 13- 408.AB.3.2F Zone controls prevent reheat (exceptions); simultaneous heating and cooling in each zone; combined HAC deadband of at least 5 °F (exceptions) Motorized dampers reqd, except gravity dampers OK in: 1) exhaust systems and 2) systems with design outside air intake or exhaust capacity <_300 cfm Duct sizing and Design have been performed NEI Nio skEl Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Sec. 13-410 Air Distribution Systems HVAC distribution system(s) tested & balanced. Report in construction documents In accordance with Table 13- 411.AB.2 siD Performance requirements in accordance with Table 13- 412.AB.3. Heat trap required Cover on heated swimming pools: Time switch (exceptions); 'VA El Readily accessible on/off switch Table 13- 411.AB.2 for circulating systems, first 8 feet of outlet pipe from storage tank and between inlet pipe and heat trap Shower hot water flow restricted to 2.5 gpm at 80 psi. Public lavatory fixture how water flow 0.5 gpm max; if self - closing valve 0.25 gallon recirculating, 0.5 gallon non recirculating Motor efficiency criteria have been met EJ Automatic control required for interior lighting in buildings >5,000 NEI s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluuorescent lamps>30W EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 8 of 8 1'` Project: New dorm residence Title: Barry University Residence Hall Type:'Dormitory (WEA File: FL MIAMI OPA LOCKA.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] Domestic and Service Hot Water 1.00 False 120.00 0.28 1.00 0.50 PASSES Systems Cooling Systems (Chilled Water, Brine 0.50 False 45.00 0.28 0.75 0.50 PASSES and Refrigerant) PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/27/2011 Page 7 of 8 EnergyGauge Summit® v3.22 INPUT DATA REPORT Zones No Acronym Description Type Area Multiplier Total Area [sli [sfl 1 Zone 1 Dorm Zone 1 Units 2 PrOZo2 Zone 2 CONDITIONED CONDITIONED 66000.0 9594.0 1 66000.0 1 9594.0 ❑ 4/27/2011 EnergyGauge Summit® v3.22 1 Project Name: New dorm residence Project Title: Barry University Residence Hall Address: 11300 NE 2nd Ave. Enter Address here State: Florida Zip: 33161 Owner: Barry University Proiect Information Orientation: North Building Type: Dormitory Building Classification: New Finished building No.of Stories: 1 GrossArea: 75594 SF Zones No Acronym Description Type Area Multiplier Total Area [sli [sfl 1 Zone 1 Dorm Zone 1 Units 2 PrOZo2 Zone 2 CONDITIONED CONDITIONED 66000.0 9594.0 1 66000.0 1 9594.0 ❑ 4/27/2011 EnergyGauge Summit® v3.22 1 Spaces No Acronym Description Type Depth [ft] Width Height Multi Total Area [ft] [ft] plier [sf] Total Volume [el] In Zone: Zone 1 Dorm Units 1 PrOZo1Sp1 Zo0Spl Dormotory Living Quarters 100.00 In Zone: PrOZo2 1 PrOZo2Spl Zo0Spl Corridor 6.00 660.00 10.00 1 66000.0 533.00 10.00 3 9594.0 660000.0 95940.0 ❑ Lighting No Type Category No. of Luminaires Watts per Power Control Type Luminaire [W] No.of Ctrl pts In Zone: Zone 1 Dorm Units In Space: PrOZo1Spl 1 Incandescent General Lighting WIN In Zone: PrOZo2 In Space: PrOZo2Spl 1 Compact Fluorescent General Lighting 24 60 60000 Manual On/Off 200 4800 Manual On/Off 200 ❑ 20 ❑ Walls No Description Type Width H (Effec) Multi [ft] [ft] plier Area DirectionConductance Heat [sfl [Btu/hr. sf. F] Capacity [Btu/sf.F] Dens. R -Value [Ib /cf] [h.sf.FBtn] In Zone: Zone 1 Dorm Units 1 PrOZo l Wal 8 "CMU /3/4 "ISO 279.00 13.00 3 BTWN24 "oc /5/8 Gyp 2 PrOZo1Wa2 8 "CMU /3/4 "ISO 279.00 13.00 3 BTWN24 "oc /5/8 Gyp 3627.0 North 0.2642 9.696 3627.0 North 0.2642 9.696 62.72 3.8 ❑ 62.72 3.8 IN 4/27/2011 EnergyGauge Summit® v3.22 2 3 PrOZolWa3 Conc Tile /1 /2 "WD 210.00 13.00 3 2730.0 North 0.0474 2.149 16.45 21.1 ❑ Deck/WD Truss /6 "Batt/Gyp 4 PrOZolWa4 8 "CMU /3/4 "ISO 216.00 13.00 3 2808.0 North 0.2642 9.696 62.72 3.8 ■ BTWN24 "oc /5/8 Gyp Windows No Description Type Shaded U SHGC Vis.Tra W H ( Effec) Multi Total Area [Btu/hr sf F] [ft] [ ft] plier [sf] In Zone: Zone 1 Dorm Units In Wall: East 1 PrOZolWa3Wil User Defined No 0.8500 0.50 0.58 164.00 8.00 1 1312.0 ❑ In Wall: North 1 PrOZol Wal Wil User Defined No 0.8500 0.50 0.58 234.00 6.00 1 1404.0 ❑ In Wall: South 1 PrOZolWa2Wil User Defined No 0.8500 0.50 0.58 218.00 6.00 1 1308.0 ❑ In Wall: West 1 PrOZolWa4Wil User Defined No 0.8500 0.50 0.58 202.00 6.00 1 1212.0 ❑ Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value [ft] [ft] plier [sf] [ Btu/hr. sf. F] [lb /cf] [ Btu/sf. F] [h.sf.FBtu] In Zone: In Wall: Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [1b /cf] [h.sf.FBtu] In Zone: Zone 1 Dorm Units 4/27/2011 EnergyGauge Summit® v3.22 3 1 PrOZolRfl Conc Tile /1 /2 "WD Deck/WD Truss /6'BattlGyp In Zone: PrOZo2 1 PrOZo2Rfl Conc Tile /1/2 "WD Deck/WD Truss /6'Batt/Gyp 220.00 100.00 1 22000.0 0.00 0.0474 2.15 533.00 6.00 1 3198.0 0.00 0.0474 2.15 16.45 21.1 16.45 21.1 ❑ ❑ Skylights PrOSy2 System 2 No Description Type U SHGC Vis.Trans W H ( Effec) Multiplier [Btu/hr sf F] [ft] [ft] Area Total Area [Sf] [Sf] In Zone: In Roof: Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System - Supply 774000.00 12.70 16.00 612000.00 1.00 9945.00 0.55 Floors im IN 0 No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. [ft] [ft] plier [sfl [Btu/hr. sf. F] [Btu/sf. F] [thief] R -Value [h.sf.F/Btu] In Zone: Zone 1 Dorm Units 1 PrOZo1F11 Concrete floor, carpet and rubber pad 220.00 100.00 1 22000.0 0.5987 9.33 140.00 1.67 ❑ 4/27/2011 EnergyGauge Summit® v3.22 4 Systems PrOSy2 System 2 Constant Volume Packaged System- -902 No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System - Supply 774000.00 12.70 16.00 612000.00 1.00 9945.00 0.55 im IN 0 4/27/2011 EnergyGauge Summit® v3.22 4 4/27/2011 EnergyGauge Summit® v3.22 5 Plant Equipment Category Size Inst.No Eff. IPLV 1 2 1 Hermetic screw or scroll chiller Cooling Equipment 55.0 [Tons] 2 3.01 [COP] 4.48 U Piping Water Heaters No W- Heater Description Capacit3Cap.Unit UP Rt. Efficiency Loss 1 Gas Storage water heater 93 [Gal] 199999 [Btu/h] 0.9600 [Ef/Et] 500.0000 [Btu/h] III o ❑ 4/27/2011 EnergyGauge Summit® v3.22 5 Ext- Lighting Description Category No. of Luminaires Watts per Area/Len/No. of units Control Type Luminaire [sf/ft/No] Wattage [W] 1 2 Ext Light 1 Uncovered Parking Areas -- 16 Parking lots and Drives Ext Light 2 Uncovered Parking Areas — 20 Parking lots and Drives 213 70400.00 Photo Sensor control 450 88000.00 Photo Sensor control 3408.00 9000.00 ❑ ❑ Piping No Type Operating Temperature [F] Insulation Nomonal pipe Insulation Conductivity Diameter Thickness [ Btu - in/h.sf.F] [in] [mil Is Runout? 1 2 Domestic and Service Hot Water Systems 120.00 Cooling Systems (Chilled Water, Brine and 45.00 Refrigerant) 0.28 1.00 1.00 0.28 0.50 0.75 No No III o 4/27/2011 EnergyGauge Summit® v3.22 5 Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULTntA11Fr User Defined m 1 0.8500 0.5000 0.5800 Ei 4/27/2011 EnergyGauge Summit® v3.22 6 Materials Used Mat No Acronym Description Only R -Value Used RValue [h.sf.FBtu] Thickness [ft] Conductivity [Btu/h.ft.F] Density [1b /cf] SpecificHeat [Btu/1b.F] 187 Mat1187 (iYP OR PLAS No 0.033 0.041'/ 0.0920 50.00 0.2000 Li BOARD,1 /2IN 151 Mat1151 CONC HW, DRD, 140LB, 41N No 0.4403 0.3333 0.7570 140.00 0.2000 ■ 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 M 105 Mat1105 CONC BLK HW, 8IN, HOLLOW No 1.1002 0.6667 0.6060 69.00 0.2000 ■ 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ■ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 IN 244 Mat1244 PLYWOOD, 1 /21N No 0.6318 0.0417 0.0660 34.00 0.2900 • 185 Mat1185 CLAY TILE, PAVER, 3/81N No 0.0301 0.0313 1.0410 120.00 0.2000 • Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.FJ [Btu/sf.F] [Ib /cf] [h.sf.FBtu] 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.7 MI Layer Material Material Thickness Framing No. [ft] Factor 4/27/2011 EnergyGauge Summit® v3.22 6 No Name 1004 Concrete floor, carpet and rubber pad Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb /cf] Ih.sf.F/Btu] No No 0.60 9.33 140.00 1.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 151 CONC HW, DRD, 140LB, 41N 0.3333 0.000 2 178 CARPET W/RUBBER PAD 0.000 0 No Name 1014 8 "CMU /3/4 "ISO BTWN24 "oc /5/8 Gyp Simple Massless Conductance Heat Capacity Density RValue Construct Construct [ Btu/h.sf.F] [Btu/sf.F] [lb /cf] [h.sf.FBtu] No No 0.26 9.70 62.72 3.8 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.000 0 2 269 .75" ISO BTWN24" oc 0.0625 0.000 0 3 187 GYP OR PLAS BOARD,1 /2IN 0.0417 0.000 0 No Name 1041 Conc Tile /1 /2 "WD Deck/WD Truss/6"Batt/Gyp Simple Massless Conductance Heat Capacity Density RValue Construct Construct [ Btu/h.sf.F] [Btu/sf.F] [lb /cf] [h.sf.FBtu] No No 0.05 2.15 16.45 21.1 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 185 CLAY TILE, PAVER, 3 /8IN 0.0313 0.000 ❑ 2 244 PLYWOOD, 1 /21N 0.0417 0.000 ❑ 3 187 GYP OR PLAS BOARD,1 /21N 0.0417 0.000 ❑ 4 23 6 in. Insulation 0.5000 0.000 ❑ 4/27/2011 EnergyGauge Summit® v3.22 7 Profiles 0 0 No Classification No Classification 501 201 202 203 204 205 206 207 208 1,001 1,002 1,003 People Lighting Infiltration Equipment Sources HeatTemp CoolTemp Hot Water Schedule Heating Schedule Cooling Schedule Fan Operation Sche 501 ACM - NonRes 201 People 202 Lighting 203 Infiltration 204 205 206 207 208 1,001 1,002 1,003 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 202 Set Point 55 201 Set Point 99 2 Fractional Null Schedule 1 ON -OFF Null Schedule 1 ON-OFF Null Schedule 1 ON -OFF Null Schedule ACM Nonres 519 507 516 510 2 501 504 522 410 410 513 Equipment Sources HeatTemp CoolTemp Hot Water Schedule Heating Schedule Cooling Schedule Fan Operation Sche ACM Nonres People ACM Nonres Lights ACM Nonres Infiltration ACM Nonres Equipment Fractional Null Schedule ACM Nonres Heating ACM Nonres Cooling ACM Nonres Hot Water Always ON Always ON ACM Nonres Fans 4/27/2011 EnergyGauge Summit® v3.22 8 Schedules 1 1 On /Off ON -OFF Null Schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHrl ShHrl ShHrl ShHrl ShHrl ShHrl ShHrl ShHrl 2 2 Fraction Fractional Null Schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 44 44 Absolute SetPt78 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHrl 79 ShHrl 79 ShHrl 79 ShHrl 79 ShHrl 79 ShHrl 79 ShHrl 79 ShHrl 79 45 45 Absolute Set Point 70 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 201 201 Absolute Set Point 99 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 202 202 Absolute Set Point 55 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 4/27/2011 EnergyGauge Summit® v3.22 9 • 410 410 On /Off Always ON Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 501 501 Absolute ACM Nonres Heating Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr501 ShHr501 ShHr501 ShHr501 ShHr501 ShHr502 ShHr503 ShHr503 504 504 Absolute ACM Nonres Cooling Hourly Sch. for. Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr504 ShHr504 ShHr504 ShHr504 ShHr504 ShHr505 ShHr506 ShHr506 507 507 Fraction ACM Nonres Lights Hourly Sch. for. Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr507 ShHr507 ShHr507 ShHr507 ShHr507 ShHr508 ShHr509 ShHr509 510 510 Fraction ACM Nonres Equipment Hourly Sch. for Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr510 ShHr510 ShHr510 ShHr510 ShHr510 ShHr511 ShHr512 ShHr512 513 513 On/Off ACM Nonres Fans Hourly Sch. for. Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr513 ShHr513 ShHr513 ShHr513 ShHr513 ShHr514 ShHr515 ShHr515 516 516 Fraction ACM Nonres Infiltration Hourly Sch. for. Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr516 ShHr516 ShHr516 ShHr516 ShHr516 ShHr517 ShHr518 ShHr518 4/27/2011 EnergyGauge Summit® v3.22 10 519 519 Fraction ACM Nonres People Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr519 ShHr519 ShHr519 ShHr519 ShHr519 ShHr520 ShHr521 ShHr521 522 522 Fraction ACM Nonres Hot Water Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr522 ShHr522 ShHr522 ShHr522 ShHr522 ShHr523 ShHr524 ShHr524 1,001 1,001 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 1,002 1,002 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 1,003 1,003 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 4/27/2011 EnergyGauge Summit® v3.22 11 Hourly Schedules Id Acronym Type Values Hours 1 thru 8 Hours 9 -16 Hours 17 - 24 1 ShHr1 On /Off OFF OFF OFF OFF OFF OFF OFF OFF On -Off Null Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 2 ShHr2 Fraction 0 0 0 0 0 0 0 0 Fraction Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ShHr3 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 179 ShHr179 Absolute 78 78 78 78 78 78 78 78 Set point 78 F All Day 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 180 ShHr180 Absolute 70 70 70 70 70 70 70 70 Set Point 70 F All Day 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 201 ShHr201 Absolute 99 99 99 99 . 99 99 99 99 Set point 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 202 ShHr202 Absolute 45 45 45 45 45 45 45 45 Set Point 55 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 410 ShHr410 On/Off ON ON ON ON ON ON ON ON Always On schedule ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON 411 ShHr411 On/Off OFF OFF OFF OFF OFF OFF OFF OFF Always Off Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 412 ShHr412 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week Day Summi 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 0.03804 4/27/2011 EnergyGauge Summit® v3.22 12 413 ShHr413 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 Florida Avg. Week Day Winter 0.0686 0.0686 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 414 ShHr414 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Summ' 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 415 ShHr415 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Winter 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 501 ShHr501 Absolute 60 60 60 60 60 65 65 70 ACM Nonres Heating Weekda' 70 70 70 70 70 70 70 70 70 70 65 60 60 60 60 60 502 ShHr502 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Saturday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 503 ShHr503 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Sunday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 504 ShHr504 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Weekda' 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 505 ShHr505 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Saturday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 506 ShHr506 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Sunday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 507 ShHr507 Fraction 0.05 0.05 0.05 0.05 0.1 0.2 0.4 0.7 ACM Nonres Lights Weekday 0.8 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8 0.35 0.1 0.1 0.1 0.1 0.1 508 ShHr508 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.15 0.25 ACM Nonres Lights Saturday 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.1 0.1 0.1 0.1 0.1 0.1 509 ShHr509 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.15 ACM Nonres Lights Sunday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.05 0.05 0.05 0.05 510 ShHr510 Fraction 0.15 0.15 0.15 0.15 0.15 0.2 0.35 0.6 ACM Nonres Equipment Week 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.65 0.45 0.3 0.2 0.2 0.15 0.15 0.15 4/27/2011 EnergyGauge Summit® v3.22 13 • 511 ShHr511 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Saturn 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 512 ShHr512 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Sunch 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 513 ShHr513 On/Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Weekday ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF OFF 514 ShHr514 On/Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Saturday ON ON ON ON ON ON ON OFF OFF OFF OFF OFF OFF OFF OFF OFF 515 ShHr515 On /Off OFF OFF OFF OFF OFF OFF OFF OFF ACM Nonres Fans Sunday OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 516 ShHr516 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Weekc 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 517 ShHr517 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Saturd 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 518 ShHr518 Fraction 1 1 1 1 1 1 1 1 ACM Nonres Infiltration Sunda' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 519 ShHr519 Fraction 0 0 0 0 0.05 0.1 0.25 0.65 ACM Nonres People Weekday 0.65 0.65 0.65 0.6 0.6 0.65 0.65 0.65 0.65 0.4 0.25 0.1 0.05 0.05 0.05 0 520 ShHr520 Fraction 0 0 0 0 0 0 0.05 0.15 ACM Nonres People Saturday 0.15 0.15 0.15 0.15. 0.15 0.15 0.15 0.15 0.15 0.05 0.05 0.05 0 0 0 0 521 ShHr521 Fraction 0 0 0 0 0 0 0 0.05 ACM Nonres People Sunday 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 0 0 0 522 ShHr522 Fraction 0 0 0 0 0.1 0.1 0.5 0.5 ACM Nonres Hot Water Week' 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 523 ShHr523 Fraction 0 0 0 0 0 0 0.1 0.2 ACM Nonres Hot Water Saturc 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0 0 0 0 4/27/2011 EnergyGauge Summit® v3.22 14 Right -Suite Commercial Load Calculation Res Assist Job: March 2t2010 Project information For: Barry University Miami Florida, Zone: Res Assist AI-10 1 IS LWH: 365.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference -> Dry BIb RH Moisture Range Wet Bib 89 59 13 77 68 50 57 1 2. GLAZING SOLAR HEAT GAIN 21 72.3 [ Mult = 1.0 ] - ( Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 15 90 N 1.00 0.47 23.4 351 GLAZ 1 w 0 90 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 15 15 0.850 21.8 N 277 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 75 60 0.183 D 34.2 N M 376 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 0 0 0.405 15.0 - D 0 FLOR 1 - 0 0 0.280 21.0 - 0 ROOF 1 365 365 0.060 RC -8 39.1 D 856 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings\ Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:15:26 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 2 2 230 190 460 380 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 548 4.10 1.0 2245 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 4564 380 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 4564 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 4564) / ( 1.10 x 16.0 ) = 260 Actual Cooling Fan > = 65 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon\Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:15:26 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 2245 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 4564 380 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 15 15 0.940 27.0 381 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 75 60 0.183 27.0 296 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 0 0 0.405 27.0 0 FLOR 1 0 0 0.280 27.0 0 ROOF 1 365 365 0.060 27.0 591 15. INFILTRATION 18 cfm x db Temp Diff 27.0 x 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 542 1810 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 73 cfm x db Temp Diff 27.0 x 1.10 2167 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 91 cfm x 1.48 g /100cfm /d = 1.4 gpd 495 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:15:26 Page 3 524 ShHr524 Fraction 0 0 0 0 0 0 0 0.1 ACM Nonres Hot Water Sunda 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 #k### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i#### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t#### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4/27/2011 EnergyGauge Summit® v3.22 15 Right -Suite Commercial Load Calculation 4 student double Job: March 21,2010 Project information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 4 student double AA %) LWH: 600.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference -> Dry Blb RH Moisture Range Wet Bib 89 59 13 77 68 50 57 1 21 72.3 [ Mult = 1.0 j - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 40 90 N 1.00 0.47 28.4 1135 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Cir Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 40 40 0.850 21.8 N - 740 GLAZ 1 e 0 0 0.850 21.8 N - 0 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 230 190 0.183 D 35.3 N M 1228 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 0 0 0.405 15.0 - D 0 FLOR 1 - 0 0 0.280 21.0 - 0 ROOF 1 600 600 0.060 RC -8 39.1 - D 1407 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wnghtsoft HVAC \Barry University.rsc 2011 - Mar -21 13:1630 Page 1 i t 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 4 4 230 190 920 760 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 900 4.10 1.0 3690 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 > x Moist. Diff 72.3 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 9119 760 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 9119 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 9119) / ( 1.10 x 16.0 ) = 518 Actual Cooling Fan > = 125 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 2 I 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 3690 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 9119 760 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval GLAZ 1 n 0 0 0.940 GLAZ 1 s 40 40 0.940 GLAZ 1 e 0 0 0.940 GLAZ 1 w 0 0 0.940 WALL 1 n 0 0 0.183 WALL 1 s 230 190 0.183 WALL 1 e 0 0 0.183 WALL 1 w 0 0 0.183 PART 1 - 0 0 0.405 FLOR 1 - 0 0 0.280 ROOF 1 - 600 600 0.060 [ Mult = 1.0 ] - HTD Loss 27.0 0 27.0 1015 27.0 0 27.0 0 27.0 0 27.0 939 27.0 0 27.0 0 27.0 0 27.0 0 27.0 972 15. INFILTRATION Loss 30 cfm x db Temp Diff 27.0 x 1.10 890 16. SUBTOTAL HEATING LOAD FOR SPACE 3816 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 120 cfm x db Temp Diff 27.0 x 1.10 3561 19. HUMIDIFICATION Inside RH desired # of Glazing panes 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane 150 cfm x 1.48 g /100cfm /d = 2.2 gpd 815 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC\Bar y University.rsc 2011- Mar -21 13:16:30 Page 3 Right -Suite Commercial Load Calculation 2 staff apart Job: March 21,2010 Project information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 2 staff apart A No 2.0 LWH: 1150 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference -> Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 [ 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 63 90 S 1.00 0.47 84.1 5300 Mult = 1.0 ] - 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 63 63 0.850 21.8 S 1165 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 400 337 0.183 D 27.6 N M 1700 PART 1 - 0 0 0.405 15.0 D 0 FLOR 1 0 0 0.280 21.0 - 0 ROOF 1 1010 1010 0.060 RC -8 39.1 D 2368 Right -Suite Commercial 5.8.21 RSC50966 H:1Drawings \Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2/prsn # people Btuh /prsn Btuh /prsn Dorm 0 2 2 230 190 460 380 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W/ft2 W W Btuh/W fract Fluorescent 1.50 0 1725 4.10 1.0 7072 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule #/ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 > x Moist. Diff 72.3 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 18065 380 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 18065) / ( 1.10 x 16.0 ) = 1027 Actual Cooling Fan > = 248 18065 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 7072 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 18065 380 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 63 63 0.940 27.0 1599 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 400 337 0.183 27.0 1665 PART 1 - 0 0 0.405 27.0 0 FLOR 1 0 0 0.280 27.0 0 ROOF 1 - 1010 1010 0.060 27.0 1636 15. INFILTRATION Loss 58 cfm x db Temp Diff 27.0 x 1.10 1707 16. SUBTOTAL HEATING LOAD FOR SPACE 6607 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 230 cfm x db Temp Diff 27.0 x 1.10 6826 19. HUMIDIFICATION Inside RH desired # of Glazing panes 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane 288 cfm x 1.48 g /100cfm /d = 4.3 gpd 1561 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 14994 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation 4 student single Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 4 student single 4440 1..0 LWH: 1010 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference (Sep 1700) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 2. GLAZING SOLAR HEAT GAIN [ Mult = 1.0 j - ( Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 84 90 S 1.00 0.47 84.1 7067 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 84 84 0.850 21.8 S 1553 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 400 316 0.183 D 27.6 N M 1594 PART 1 - 0 0 0.405 15.0 D 0 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 1010 1010 0.060 RC -8 39.1 - D 2368 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 4 4 230 190 920 760 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 1515 4.10 1.0 6211 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff > x Moist. Diff 21.0 x 1.10 72.3 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 19713 760 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 19713 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 19713) / ( 1.10 x 16.0 ) = 1121 Actual Cooling Fan > = 270 Right -Suite Commercial 5.8.21 RSC50966 2011- Mar -21 13:16:30 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 6211 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 19713 760 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) _ ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 84 84 0.940 27.0 2132 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 400 316 0.183 27.0 1561 PART 1 - 0 0 0.405 27.0 0 FLOR 1 0 0 0.280 27.0 0 ROOF 1 1010 1010 0.060 27.0 1636 15. INFILTRATION Loss 51 cfm x db Temp Diff 27.0 x 1.10 1499 16. SUBTOTAL HEATING LOAD FOR SPACE 6828 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 202 cfm x db Temp Diff 27.0 x 1.10 5995 19. HUMIDIFICATION Inside RH desired # of Glazing panes 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane 253 cfm x 1.48 g /100cfm /d = 3.7 gpd 1371 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H:1Drawings\_Encon \Wrightsoft HVAC\Barry University.rsc 2011 - Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 14194 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation lst fl lobby Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 1st fl lobby AM) ti l LWH: 940.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference -> Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 Mult = 1.0 ] 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 105 90 0.12 N 1.00 0.47 53.0 5565 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 105 105 0.850 21.8 N 1941 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 170 65 0.183 D 27.6 N M 328 PART 1 - 700 700 0.405 10.0 D 2835 FLOR 1 - 0 0 0.280 21.0 - 0 ROOF 1 - 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H:\Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 5 5 230 190 1150 950 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 1410 4.10 1.0 5781 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 17600 950 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 17600 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 17600) / ( 1.10 x 16.0 ) = 1001 Actual Cooling Fan > = 242 Right -Suite Commercial 5.8.21 RSC50966 2011- Mar -21 13:16:30 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 5781 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 17600 950 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 105 105 0.940 27.0 2665 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 170 65 0.183 27.0 321 PART 1 - 700 700 0.405 27.0 7655 FLOR 1 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION Loss 47 cfm x db Temp Diff 27.0 x 1.10 1395 16. SUBTOTAL HEATING LOAD FOR SPACE 12035 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 188 cfm x db Temp Diff 27.0 x 1.10 5580 19. HUMIDIFICATION Inside RH desired • 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes • 1.0 (Max = 52.0 for 2 pane ) 235 cfm x 1.48 g /100cfm /d = 3.5 gpd 1276 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H:1Drawings \_Encon \W rightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 18891 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation 1st fl sit area Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 1st fl sit area 440 I-2. LWH: 940.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference (Sep 1700) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 [ Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 135 90 shd N 1.00 0.47 23.4 3158 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 135 135 0.850 21.8 N 2496 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 480 345 0.183 D 34.2 N M 2159 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 700 700 0.405 10.0 D 2835 FLOR 1 - 0 0 0.280 21.0 - 0 ROOF 1 - 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN PEOPLE Activity Schedule Dorm AlwaysOn LIGHTS Type Schedule Fluorescent AlwaysOn Fluorescent Fluorescent Fluorescent ft2 /prsn # 0 10 0 0 Total people 10 0 Sens Latent Sensible Latent Btuh /prsn Btuh /prsn 230 190 2300 1900 0 0 0 0 Total Factor Space W /ft2 W W Btuh/W fract 1.00 0 940 4.10 1.0 3854 0.00 0 0 4.10 1.0 0 0.00 0 0 4.10 1.0 0 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Schedule MOTORS Power (hp) Schedule 0.00 0.00 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 #/ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 Usage Total Sensible Latent Btuh Btuh 1.00 0 0 0 0 1.00 0 0 0 0 1.00 0 0 0 0 1.00 0 0 0 0 1.00 0 0 0 0 1.00 0 0 0 0 Load Total Sensible # /ft2 # factor Btuh 0.0 0 1.00 0 0 0 0.0 0 1.00 0 0 0 0.0 0 1.00 0 0 0 0 0 0 0 0 0 5. INFILTRATION 0 cfm > x db Temp Diff > x Moist. Diff 21.0 x 1.10 72.3 x 0.69 Sens Latent 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 16803 1900 0 8. COOLING FAN SIZING Sum of Duct Gain Est Cooling cfm Actual Cooling Fan (7 ), Line (6 ) & Drawthru Fan (L 8 Sens ) / (Xfer x Supply TD = ( 16803) / ( 1.10 x 16.0 16803 ) = cfm ) = 955 = 245 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 3854 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 16803 1900 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 135 135 0.940 27.0 3426 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 480 345 0.183 27.0 1705 WALL 1 w 0 0 0.183 27.0 0 PART 1 700 700 0.405 27.0 7655 FLOR 1 0 0 0.280 27.0 0 ROOF 1 - 0 0 0.060 27.0 0 15. INFILTRATION 47 cfm x db Temp Diff 27.0 x 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 1395 14180 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 188 cfm x db Temp Diff 27.0 x 1.10 5580 19. HUMIDIFICATION Inside RH desired : 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 235 cfm x 1.48 g /100cfm /d = 3.5 gpd 1276 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon\Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 3 Right -Suite Commercial Load Calculation 1st fl laundry Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 1st fl laundry Acv 1r LWH: 325.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 2. GLAZING SOLAR HEAT GAIN [ Mult = 1.0 ] ( Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 20 90 N 1.00 0.47 12.0 240 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 shd N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 20 20 0.850 21.8 N - 370 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N - 0 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 150 130 0.183 D 18.7 N M 445 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 120 120 0.405 10.0 - D 486 FLOR 1 0 0 0.280 21.0 - 0 ROOF 1 - 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H:1Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 3 3 230 190 690 570 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/VV fract Fluorescent 1.50 0 488 4.10 1.0 1999 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh 10)dryersl # /ft2 # AlwaysOn 0.000 10.00 1.00 10 1000 0 10000 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION 0 cfm Sens Latent > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 14230 570 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 14230) / ( 1.10 x 16.0 ) = 809 Actual Cooling Fan > = 195 14230 Right -Suite Commercial 5.8.21 RSC50966 H:\ Drawings \_Encon \W rightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16 :30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 1999 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 14230 570 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) _ ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 20 20 0.940 27.0 508 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 150 130 0.183 27.0 642 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 120 120 0.405 27.0 1312 FLOR 1 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION Loss 16 cfm x db Temp Diff 27.0 x 1.10 482 16. SUBTOTAL HEATING LOAD FOR SPACE 2944 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 65 cfm x db Temp Diff 27.0 x 1.10 1929 19. HUMIDIFICATION Inside RH desired # of Glazing panes 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane 81 cfm x 1.48 g /100cfm /d = 1.2 gpd 441 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Enron \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 5315 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation 1st fl mail room Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: lst fl mail room A4...) LW H: 800.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference (Sep 1700) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 100 90 N 1.00 0.47 58.2 5816 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 0.850 21.8 N 0 GLAZ 1 s 0 0 0.850 21.8 N 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 100 100 0.850 21.8 N 1849 WALL 1 n 60 60 0.183 D 18.7 N M 205 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 400 300 0.183 D 27.6 N M 1513 PART 1 - 0 0 0.405 10.0 - D 0 FLOR 1 0 0 0.280 21.0 - 0 ROOF 1 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H:\Drawings\_Encon\Wrightsoft HVAC \Barry University.rsc 2011- Apr -27 08:53:11 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 5 5 230 190 1150 950 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/VV fract Fluorescent 1.50 0 1200 4.10 1.0 4920 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 15454 950 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 15454) / ( 1.10 x 16.0 ) = 879 Actual Cooling Fan > = 193 15454 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 2 I. 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 4920 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 15454 950 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 100 100 0.940 27.0 2538 WALL 1 n 60 60 0.183 27.0 296 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 400 300 0.183 27.0 1482 PART 1 - 0 0 0.405 27.0 0 FLOR 1 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION Loss 40 cfm x db Temp Diff 27.0 x 1.10 1187 16. SUBTOTAL HEATING LOAD FOR SPACE 5504 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 160 cfm x db Temp Diff 27.0 x 1.10 4749 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 200 cfm x 1.48 g /100cfm /d = 3.0 gpd 1086 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H:1Drawings \_Enron \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 11338 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 4 Right -Suite Commercial Load Calculation 1st fl office Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 1st fl office AH.' t -S LWH: 500.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Dry Blb RH Moisture Range Wet Blb Outdoor Conditions -> 89 59 13 77 Indoor Conditions -> 68 50 57 TOD Correction -> 1 Difference 21 72.3 Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 60 90 N 1.00 0.47 12.0 720 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 60 60 0.850 21.8 N - 1109 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 250 190 0.183 D 18.7 N M 651 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 300 300 0.405 10.0 D 1215 FLOR 1 0 0 0.280 21.0 - 0 ROOF 1 0 0 0.060 RC -8 39.1 - D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 1 4. INTERNAL HEAT GAIN PEOPLE Activity Schedule Dorm AlwaysOn LIGHTS Type Schedule Fluorescent AlwaysOn Fluorescent Fluorescent Fluorescent Total ft2 /prsn # people 0 5 5 0 0 0 W /ft2 W 1.50 0 0.00 0 0.00 0 0.00 0 PLUG LOADS / APPLIANCES Application Schedule MOTORS Power (hp) Schedule 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 # /ft2 # 0.000 0.00 Total W 750 0 0 0 Usage Total 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 Load # /ft2 # factor 0.0 0 1.00 Sensible Btuh /prsn 230 0 Latent Btuh /prsn 190 0 Factor Space Btuh/W fract 4.10 1.0 4.10 1.0 4.10 1.0 4.10 1.0 Sensible Btuh Latent Btuh 0 0 0 0 0 0 0 0 0 0 0 0 Total Sensible Btuh 0 0 0.00 0.0 0 1.00 0 0.00 0.0 0 1.00 0 0 0 Sens Latent 1150 950 0 0 3075 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5. INFILTRATION 0 cfm > x db Temp Diff 21.0 x 1.10 > x Moist. Diff 72.3 x 0.69 Sens Latent 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 8. COOLING FAN SIZING Sum of Duct Gain Est Cooling cfm Actual Cooling Fan (7 ), Line (6 ) & Drawthru Fan (L 8 Sens ) / (Xfer x Supply TD = ( 7920) / ( 1.10 x 16.0 ) = cfm ) = 450 = 106 7920 950 0 7920 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Apr -27 08:53:11 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 3075 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btub) 7920 950 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 60 60 0.940 27.0 1523 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 250 190 0.183 27.0 939 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 300 300 0.405 27.0 3281 FLOR 1 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION Loss 25 cfm x db Temp Diff 27.0 x 1.10 742 16. SUBTOTAL HEATING LOAD FOR SPACE 6484 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 100 cfm x db Temp Diff 27.0 x 1.10 2968 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 125 cfm x 1.48 g /100cfm /d = 1.9 gpd 679 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings\_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 10131 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Apr -27 08:53:11 Page 4 Right -Suite Commercial Load Calculation M. Purpose Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: M. Purpose Ago 1 -1a LWH: 1200 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Dry Blb RH Moisture Range Wet Blb Outdoor Conditions 89 59 13 77 Indoor Conditions 68 50 57 TOD Correction 1 Difference 21 72.3 [ Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 125 90 N 1.00 0.47 12.0 1500 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 S 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 125 125 0.850 21.8 N - 2311 GLAZ 1 s 0 0 0.850 21.8 N 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 0 0 0.850 21.8 S 0 WALL 1 n 650 525 0.183 D 18.7 N M 1798 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 250 250 0.405 10.0 D 1013 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 45 45 230 190 10350 8550 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 2.00 0 2400 4.10 1.0 9840 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 > x Moist. Diff 72.3 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 26811 21041 7. SUPPLY DUCT HEAT GAIN Gain factor 0.10 x Line 6 Sensible Gain 2681 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 29492 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 29492) / ( 1.10 x 16.0 ) = 1677 Actual Cooling Fan > = 410 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \W rightsoft HVAC \Bang University.rsc 2011 - Mar -21 13:16:30 Page 2 9. VENTILATION 250 cfm > x db Temp Diff > x Moist. Diff 21.0 x 1.10 5768 72.3 x 0.69 12491 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 9840 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 35260 21041 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 j Mult = 1.0 j - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval GLAZ 1 n 125 125 0.940 GLAZ 1 s 0 0 0.940 GLAZ 1 e 0 0 0.940 GLAZ 1 w 0 0 0.940 WALL 1 n 650 525 0.183 WALL 1 s 0 0 0.183 WALL 1 e 0 0 0.183 WALL 1 w 0 0 0.183 PART 1 - 250 250 0.405 FLOR 1 0 0 0.280 ROOF 1 0 0 0.060 HTD 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 Loss 3172 0 0 0 2594 0 0 0 2734 0 0 15. INFILTRATION 60 cfm x db Temp Diff 27.0 x 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 1781 10281 17. SUPPLY DUCT HEAT LOSS Loss factor 0.10 x Line 16 Loss 1028 18. VENTILATION 250 cfm x db Temp Diff 27.0 x 1.10 7420 19. HUMIDIFICATION Inside RH desired # of Glazing panes • 32.0 (Max • 1.0 (Max 310 cfm x 1.48 g /100cfm /d 32.0 for 1 pane = 52.0 for 2 pane = 4.6 gpd 1683 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H:\Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 20412 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation Retail Space Job: March 21,2010 Project information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: Retail Space AI40 1 -1 ' 1-1A j 1,-1 5 LWH: 2300 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference -> -> -> (Sep 1700) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 [ Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 35 90 N 1.00 0.47 12.0 420 GLAZ 1 s 225 90 N 1.00 0.47 28.4 6383 GLAZ 1 e 290 90 N 1.00 0.47 23.4 6785 GLAZ 1 w 0 90 S 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 35 35 0.850 21.8 N - 647 GLAZ 1 s 225 225 0.850 21.8 N - 4160 GLAZ 1 e 290 290 0.850 21.8 N 5361 GLAZ 1 w 0 0 0.850 21.8 S 0 WALL 1 n 290 255 0.183 D 18.7 N M 873 WALL 1 s 650 425 0.183 D 35.3 N M 2747 WALL 1 e 650 360 0.183 D 34.2 N M 2253 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 250 250 0.405 10.0 D 1013 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 - 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:59:51 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 25 25 230 190 5750 4750 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 2.00 0 4600 4.10 1.0 18860 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # AlwaysOn 0.000 1.00 1.00 1 60000 0 60000 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff > x Moist. Diff 21.0 x 1.10 72.3 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 115251 23487 7. SUPPLY DUCT HEAT GAIN Gain factor 0.10 x Line 6 Sensible Gain 11525 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 126776) / ( 1.10 x 16.0 ) = 7208 Actual Cooling Fan > = 1444 126776 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Apr -27 08:59:51 Page 2 9. VENTILATION 375 cfm > x db Temp Diff 21.0 x 1.10 8652 > x Moist. Diff 72.3 x 0.69 18737 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 18860 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 135428 23487 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 14. TRANSMISSION LOSSES [ Mult = 1.0 ] - Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 35 35 0.940 27.0 888 GLAZ 1 s 225 225 0.940 27.0 5710 GLAZ 1 e 290 290 0.940 27.0 7360 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 290 255 0.183 27.0 1260 WALL 1 s 650 425 0.183 27.0 2100 WALL 1 e 650 360 0.183 27.0 1779 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 250 250 0.405 27.0 2734 FLOR 1 - 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION 115 cfm x db Temp Diff 27.0 x 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 3413 25244 17. SUPPLY DUCT HEAT LOSS Loss factor 0.10 x Line 16 Loss 2524 18. VENTILATION 375 cfm x db Temp Diff 27.0 x 1.10 11129 19. HUMIDIFICATION Inside RH desired # of Glazing panes • 32.0 (Max = 32.0 for 1 pane ) • 1.0 (Max = 52.0 for 2 pane ) 490 cfm x 1.48 g /100cfm /d = 7.3 gpd 2661 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:59:51 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 41559 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC\Barry University.rsc 2011- Apr -27 08:59:51 Page 4 Right -Suite Commercial Load Calculation 1st fl lounge Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 1st fl lounge AHV %- LWH: 500.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Dry Blb RH Moisture Range Wet Blb Outdoor Conditions -> 89 59 13 77 Indoor Conditions -> 68 50 57 TOD Correction -> 1 Difference 21 72.3 2. GLAZING SOLAR HEAT GAIN [ Mult = 1.0 ] - ( Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 70 90 N 1.00 0.47 28.4 1986 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 70 70 0.850 21.8 N - 1294 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 260 190 0.183 D 35.3 N M 1228 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 325 325 0.405 10.0 - D 1316 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 600 600 0.060 RC -8 39.1 D 1407 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2/prsn # people Btuh /prsn Btuh /prsn Dorm 0 10 10 230 190 2300 1900 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W/ft2 W W Btuh/W fract Fluorescent 1.50 0 750 4.10 1.0 3075 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ftZ # 0.000 0.00 1.00 0 0 0 0 0 # /ftZ # 0.000 0.00 1.00 0 0 0 0 0 # /ftZ # 0.000 0.00 1.00 0 0 0 0 0 # /ftZ # 0.000 0.00 1.00 0 0 0 0 0 # /ftZ # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ftZ # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION 0 cfm Sens Latent > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 12606 1900 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 12606 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 12606) / ( 1.10 x 16.0 ) = 717 Actual Cooling Fan > = 179 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings\_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 3075 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 12606 1900 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 70 70 0.940 27.0 1777 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 260 190 0.183 27.0 939 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 325 325 0.405 27.0 3554 FLOR 1 0 0 0.280 27.0 0 ROOF 1 600 600 0.060 27.0 972 15. INFILTRATION 25 cfm x db Temp Diff 27.0 x 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 742 7983 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 100 cfm x db Temp Diff 27.0 x 1.10 2968 19. HUMIDIFICATION Inside RH desired : 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 125 cfm x 1.48 g /100cfm /d = 1.9 gpd 679 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings\ Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 3 Right -Suite Commercial Load Calculation lsf fl security Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: lsf fl security A140 1 -c1 LWH: 110.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference ( Sep 1700 ) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 [ Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 shd N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 0 0 0.850 21.8 N - 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 120 120 0.183 D 27.6 N M 605 PART 1 - 120 120 0.405 10.0 D 486 FLOR 1 - 0 0 0.280 21.0 - - 0 ROOF 1 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN PEOPLE Activity Schedule Dorm AlwaysOn LIGHTS Type Schedule Fluorescent AlwaysOn Fluorescent Fluorescent Fluorescent Total ft2/prsn # people 0 1 1 0 0 0 Total W/ft2 W W 1.00 0 110 0.00 0 0 0.00 0 0 0.00 0 0 PLUG LOADS / APPLIANCES Application Schedule AlwaysOn MOTORS Power (hp) Schedule 0.00 0.00 0.00 # /ftz # 0.000 1.00 # /ftz # 0.000 0.00 #/ftz # 0.000 0.00 #/ft2 # 0.000 0.00 # /ftz # 0.000 0.00 # /ftz # 0.000 0.00 Sensible Latent Btuh /prsn Btuh /prsn 230 190 0 0 Factor Btuh/W 4.10 4.10 4.10 4.10 Space fract 1.0 1.0 1.0 1.0 Usage Total Sensible Latent Btuh Btuh 1.00 1 1000 0 1.00 0 0 0 1.00 0 0 0 1.00 0 0 0 1.00 0 0 0 1.00 0 0 0 Load Total Sensible # /ftz # factor Btuh 0.0 0 1.00 0 0 0.0 0 1.00 0 0 0.0 0 1.00 0 0 Sens Latent 230 190 0 0 451 0 0 0 1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5. INFILTRATION 0 cfm > x db Temp Diff 21.0 x 1.10 > x Moist. Diff 72.3 x 0.69 Sens Latent 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 8. COOLING FAN SIZING Sum of Duct Gain Est Cooling cfm Actual Cooling Fan (7 ), Line (6 ) & Drawthru Fan (L 8 Sens ) / (Xfer x Supply TD ( 2772) / ( 1.10 x 16.0 ) = cfm ) = 158 = 42 2772 190 0 2772 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawingst_Encon\Wrightsoft HVAC1Barry University.rsc 2011- Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 451 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 2772 190 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 14. TRANSMISSION LOSSES [ Mult = 1.0 ] - Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 120 120 0.183 27.0 593 PART 1 - 120 120 0.405 27.0 1312 FLOR 1 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION Loss 6 cfm x db Temp Diff 27.0 x 1.10 163 16. SUBTOTAL HEATING LOAD FOR SPACE 2068 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 22 cfm x db Temp Diff 27.0 x 1.10 653 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 28 cfm x 1.48 g /100cfm /d = 0.4 gpd 149 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \W rightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 2871 Right -Suite Commercial 5.821 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation 2nd fl lobby Job: March 21,2010 Project information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 2nd fl lobby A140 2-I LWH: 940.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Dry Blb RH Moisture Range Wet Blb Outdoor Conditions -> 89 59 13 77 Indoor Conditions -> 68 50 57 TOD Correction -> 1 Difference 21 72.3 Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 50 90 0.12 N 1.00 0.47 53.0 2650 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 50 50 0.850 21.8 N 924 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 450 400 0.183 D 27.6 N M 2018 PART 1 - 700 700 0.405 10.0 - D 2835 FLOR 1 0 0 0.280 21.0 - 0 ROOF 1 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings\ Encon \Wrightsoft HVAC\Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 5 5 230 190 1150 950 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 1410 4.10 1.0 5781 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 > x Moist. Diff 72.3 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 15358 950 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 15358 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 15358) / ( 1.10 x 16.0 ) = 873 Actual Cooling Fan > = 215 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Enron \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 5781 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 15358 950 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 50 50 0.940 27.0 1269 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 450 400 0.183 27.0 1976 PART 1 - 700 700 0.405 27.0 7655 FLOR 1 - 0 0 0.280 27.0 0 ROOF 1 - 0 0 0.060 27.0 0 15. INFILTRATION Loss 47 cfm x db Temp Diff 27.0 x 1.10 1395 16. SUBTOTAL HEATING LOAD FOR SPACE 12295 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 188 cfm x db Temp Diff 27.0 x 1.10 5580 19. HUMIDIFICATION Inside RH desired : 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 235 cfm x 1.48 g /100cfm /d = 3.5 gpd 1276 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.821 RSC50966 H:1Drawings\_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 3 Right -Suite Commercial Load Calculation 2nd fl sit area Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 2nd fl sit area At .10 2 -2 LWH: 940.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference ( Sep 1700 ) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 135 90 N 1.00 0.47 23.4 3158 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 Mult = 1.0 ] 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad GLAZ 1 n 0 0 0.850 21.8 N GLAZ 1 s 0 0 0.850 21.8 N GLAZ 1 e 135 135 0.850 21.8 N GLAZ 1 w 0 0 0.850 21.8 N WALL 1 n 0 0 0.183 D 18.7 N WALL 1 s 0 0 0.183 D 35.3 N WALL 1 e 480 345 0.183 D 34.2 N WALL 1 w 0 0 0.183 D 27.6 N PART 1 - 0 0 0.405 10.0 FLOR 1 - 0 0 0.280 21.0 ROOF 1 0 0 0.060 RC -8 39.1 - CIr Sens 0 0 2496 0 M 0 M 0 M 2159 M 0 D 0 0 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC\Barry University.rsc 2011- Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 10 10 230 190 2300 1900 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.00 0 940 4.10 1.0 3854 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 13968 1900 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 13968 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 13968) / ( 1.10 x 16.0 ) = 794 Actual Cooling Fan > = 218 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 3854 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 13968 1900 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval GLAZ 1 n 0 0 0.940 GLAZ 1 s 0 0 0.940 GLAZ 1 e 135 135 0.940 GLAZ 1 w 0 0 0.940 WALL 1 n 0 0 0.183 WALL 1 s 0 0 0.183 WALL 1 e 480 345 0.183 WALL 1 w 0 0 0.183 PART 1 - 0 0 0.405 FLOR 1 - 0 0 0.280 ROOF 1 - 0 0 0.060 HTD Loss 27.0 0 27.0 0 27.0 3426 27.0 0 27.0 0 27.0 0 27.0 1705 27.0 0 27.0 0 27.0 0 27.0 0 15. INFILTRATION Loss 47 cfm x db Temp Diff 27.0 x 1.10 1395 16. SUBTOTAL HEATING LOAD FOR SPACE 6526 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 188 cfm x db Temp Diff 27.0 x 1.10 5580 19. HUMIDIFICATION Inside RH desired # of Glazing panes • 32.0 (Max = 32.0 for 1 pane ) • . 1.0 (Max = 52.0 for 2 pane ) 235 cfm x 1.48 g /100cfm /d = 3.5 gpd 1276 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \W rightsoft HVAC \Bany University.rsc 2011- Mar -21 13:16:30 Page 3 Right -Suite Commercial Load Calculation 2nd fl study Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 2nd fl study A440 2-3> LWH: 205.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 shd N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 120 120 0.405 10.0 D 486 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 - 0 0 0.060 RC -8 39.1 D 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 1 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 1681 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 3547 1140 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 120 120 0.405 27.0 1312 FLOR 1 0 0 0.280 27.0 0 ROOF 1 0 0 0.060 27.0 0 15. INFILTRATION Loss 10 cfm x db Temp Diff 27.0 x 1.10 304 16. SUBTOTAL HEATING LOAD FOR SPACE 1616 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 41 cfm x db Temp Diff 27.0 x 1.10 1217 19. HUMIDIFICATION Inside RH desired : 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes : 1.0 (Max = 52.0 for 2 pane ) 51 cfm x 1.48 g /100cfm /d = 0.8 gpd 278 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawingst_EncontWrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 3112 Right -Suite Commercial 5.8.21 RSC50966 H:\Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation 3rd fl lobby Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 3rd fl lobby A44.2 ss-,1 LWH: 940.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING ( Sep 1700 ) Outdoor Conditions Indoor Conditions TOD Correction Difference Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 [ Mult = 1.0 ] - 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 N 1.00 0.47 0.0 0 GLAZ 1 w 50 90 0.12 N 1.00 0.47 53.0 2650 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 50 50 0.850 21.8 N 924 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 450 400 0.183 D 27.6 N M 2018 PART 1 - 700 700 0.405 10.0 D 2835 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 940 940 0.060 RC -8 39.1 D 2204 Right -Suite Commercial 5.8.21 RSC50966 H:1Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 1 } 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 5 5 230 190 1150 950 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 1410 4.10 1.0 5781 AlwaysOn . Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 #/ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 17562 950 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 17562) / ( 1.10 x 16.0 ) = 999 Actual Cooling Fan > = 251 17562 Right -Suite Commercial 5.8.21 RSC50966 2011- Mar -21 13:16:30 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 5781 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 17562 950 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 14. TRANSMISSION LOSSES [ Mult = 1.0 ] - Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 50 50 0.940 27.0 1269 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 450 400 0.183 27.0 1976 PART 1 - 700 700 0.405 27.0 7655 FLOR 1 - 0 0 0.280 27.0 0 ROOF 1 940 940 0.060 27.0 1523 15. INFILTRATION Loss 47 cfm x db Temp Diff 27.0 x 1.10 1395 16. SUBTOTAL HEATING LOAD FOR SPACE 13818 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 188 cfm x db Temp Diff 27.0 x 1.10 5580 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 235 cfm x 1.48 g /100cfm /d = 3.5 gpd 1276 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC1Barry University.rsc 2011- Mar -21 13:16:30 Page 3 s 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 20673 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 4 y Right -Suite Commercial Load Calculation 3rd fl sit area Job: March 21,2010 Project information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 3rd fl sit area Ama LWH: 940.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference (Sep 1700) Dry Bib RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 2. GLAZING SOLAR HEAT GAIN (Lat = 26.68 °N , Const Wt = M ) Mult = 1.0 ] - Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 135 90 N 1.00 0.47 23.4 3158 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 0.850 21.8 N 0 GLAZ 1 s 0 0 0.850 21.8 N 0 GLAZ 1 e 135 135 0.850 21.8 N 2496 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 480 345 0.183 D 34.2 N M 2159 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 0 0 0.405 10.0 D 0 FLOR 1 0 0 0.280 21.0 - 0 ROOF 1 940 940 0.060 RC -8 39.1 D 2204 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVACIBarry University.rsc 2011 - Mar -21 13:16:30 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh /prsn Btuh /prsn Dorm 0 10 10 230 190 2300 1900 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.00 0 940 4.10 1.0 3854 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh #!ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 16172 1900 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan (L 8 Sens ) / (Xfer x Supply TD Est Cooling cfm = ( 16172) / ( 1.10 x 16.0 Actual Cooling Fan > ) = cfm ) = 920 = 237 16172 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightson HVAC \Barry University.rsc 2011- Mar -21 13:16:30 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) 0 3854 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 16172 1900 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 135 135 0.940 27.0 3426 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 480 345 0.183 27.0 1705 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 0 0 0.405 27.0 0 FLOR 1 0 0 0.280 27.0 0 ROOF 1 940 940 0.060 27.0 1523 15. INFILTRATION Loss 47 cfm x db Temp Diff 27.0 x 1.10 1395 16. SUBTOTAL HEATING LOAD FOR SPACE 8049 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 188 cfm x db Temp Diff 27.0 x 1.10 5580 19. HUMIDIFICATION Inside RH desired # of Glazing panes • 32.0 (Max = 32.0 for 1 pane ) 1.0 (Max = 52.0 for 2 pane ) 235 cfm x 1.48 g /100cfm /d = 3.5 gpd 1276 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC\Barry University.rsc 2011- Mar -21 13:16:30 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 14904 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Mar -21 13:16:30 Page 4 Right -Suite Commercial Load Calculation 3rd fl study Job: March 21,2010 Project Information For: Barry University 11300 N.E. 2nd Ave., Miami Florida, Zone: 3rd fl study A t V a- 3 LW H: 205.0 x 1.0 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference (Sep 1700) Dry Blb RH Moisture Range Wet Blb 89 59 13 77 68 50 57 1 21 72.3 2. GLAZING SOLAR HEAT GAIN [ Mult = 1.0 ] - ( Lat = 26.68 °N , Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 N 1.00 0.47 0.0 0 GLAZ 1 s 0 90 N 1.00 0.47 0.0 0 GLAZ 1 e 0 90 shd N 1.00 0.47 0.0 0 GLAZ 1 w 0 90 0.12 N 1.00 0.47 0.0 0 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 0.850 21.8 N - 0 GLAZ 1 s 0 0 0.850 21.8 N - 0 GLAZ 1 e 0 0 0.850 21.8 N 0 GLAZ 1 w 0 0 0.850 21.8 N 0 WALL 1 n 0 0 0.183 D 18.7 N M 0 WALL 1 s 0 0 0.183 D 35.3 N M 0 WALL 1 e 0 0 0.183 D 34.2 N M 0 WALL 1 w 0 0 0.183 D 27.6 N M 0 PART 1 - 120 120 0.405 10.0 D 486 FLOR 1 0 0 0.280 21.0 - - 0 ROOF 1 205 205 0.060 RC -8 39.1 D 481 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 1 It 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2/prsn # people Btuh /prsn Btuh /prsn Dorm 0 6 6 230 190 1380 1140 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W/ft2 W W Btuh/W fract Fluorescent 2.00 0 410 4.10 1.0 1681 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh 1 # /ftZ # AlwaysOn 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ftZ # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 # /ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule # /ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 4028 1140 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 4028 (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 4028) / ( 1.10 x 16.0 ) = 229 Actual Cooling Fan > = 52 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 2 9. VENTILATION 0 cfm > x db Temp Diff 21.0 x 1.10 0 > x Moist. Diff 72.3 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 1681 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 4028 1140 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 43) = 27 [ Mult = 1.0 ] - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss GLAZ 1 n 0 0 0.940 27.0 0 GLAZ 1 s 0 0 0.940 27.0 0 GLAZ 1 e 0 0 0.940 27.0 0 GLAZ 1 w 0 0 0.940 27.0 0 WALL 1 n 0 0 0.183 27.0 0 WALL 1 s 0 0 0.183 27.0 0 WALL 1 e 0 0 0.183 27.0 0 WALL 1 w 0 0 0.183 27.0 0 PART 1 - 120 120 0.405 27.0 1312 FLOR 1 - 0 0 0.280 27.0 0 ROOF 1 205 205 0.060 27.0 332 15. INFILTRATION Loss 10 cfm x db Temp Diff 27.0 x 1.10 304 16. SUBTOTAL HEATING LOAD FOR SPACE 1949 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 41 cfm x db Temp Diff 27.0 x 1.10 1217 19. HUMIDIFICATION Inside RH desired # of Glazing panes . 32.0 (Max = 32.0 for 1 pane : 1.0 (Max = 52.0 for 2 pane 51 cfm x 1.48 g /100cfm /d = 0.8 gpd 278 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings \_Encon \Wrightsoft HVAC\Barry University.rsc 2011 - Apr -27 08:53:11 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 3444 Right -Suite Commercial 5.8.21 RSC50966 H: \Drawings\_Encon \Wrightsoft HVAC \Barry University.rsc 2011 - Apr -27 08:53:11 Page 4 FIRE SPRINKLERS, INC. Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 April 28, 2011 Regarding: CC1 1-586 — Barry University New Dorms To Whom It May Concern: 751 Park of Commerce Drive Raton, FL 33487 561393.6718 Office 561.393.6986 fax www.summersfire.com patrickm @summersfire.com CITY COPY This purpose of this letter is to inform the plan reviewer of changes made to the drawings since the last review. 1) Sheet FP0001: a. The State Fire Marshall's required notes, A thru J, have been added. b. General notes have been updated to include the proper NFPA code years. c. Site plan has been updated per the new civil site plan. d. Note 24 has been added stating, "Fire sprinlder contractor shall obtain a separate permit and shall get the approval both Miami -Dade County Fire Rescue, and Miami Shores Village." 2) Sheet FP0100: a. New first floor background has been updated per the architectural plans. b. Fire protection pipe entry into the building has shifted to the south. 3) Sheet FP0101: a. New first floor background has been updated per the architectural plans. b. Heads removed from overhang off of the east side of Lobby 100. Per 2002 NFPA 13R 8.14.7.2 "Sprinklers shall be permitted to be omitted where the canopy or roof is of noncombustible or limited combustible construction." c. Heads removed from overhand off of north side of Multi- Purpose Room 152. Per 2002 NFPA 13R 8.14.7.2 "Sprinklers shall be permitted to be omitted where the canopy or roof is of noncombustible or limited combustible construction." Sales — Engineering — Fabrication — Maintenance — Installation — Inspections 4) Sheet FP0102: a. New second floor background has been updated per the architectural plans. 5) Sheet FP0103: a. New third floor background has been updated per the architectural plans. b. Note added for the exclusion of roof manifolds or valves on the roof. Due to the height of the building being under 50' -0" and 3 stories in height standpipes and roof manifolds are not needed. 6) Sheet FP0200: a. Building Exterior Elevation has been updated per the architectural plans. 7) Sheet FP0201: New Sheet a. This new sheet contains typical unit layouts with dimensions for sprinkler head locations. Singe ely, Patrick C. McCallum Design Manager Sales — Engineering — Fabrication — Maintenance — Installation — Inspections t Miami -Dade Fire Rescue Fire Sprinkler Pre - Submittal Checklist Designed by: P�-{c is (c C. /Y) `Cu I I (Jo— Phone #: ( (t } 393-6-7/w Signature: 9i \\50W3OO15 \Dir_ORcelist \061012 Fire Sprinkler Checklist doe Process # Permit # Date:,/ 2`C/ f/ Fire Department Application # YES NO N/A LOCATION /COMMENTS Project Name: 13 c7iC7 6) r+Ver5I°f'' '-IG.e5) Ie,ee, Hci.1i Address: / 1 Two sets of plans completely assembled and collated with job and contractor's title block. 2 All sheets secured and shall be numbered consecutively. V 3 Scope of work in details required. Existing and /or new occupancy of building. 4 Key plan with underground, PIV, FDC, Fire Hydrant and Riser location. V 5 Copy of Miami Dade Fire Department's Flow Test with calculations. Yj 6 Fire hydrant shall be located within 150 feet of FDC. Show on plans. Y 7 PIV shall be located not less than 40 feet from building. Y 8 PIV and Back Flow shall be protected from damage of any type. / V 9 Systems over 51 heads require P.E. signature, seal, and tide block. V . 10 Show design area in details and reduction by code reference number. 11 Design calculations are for most demanding areas. (farthest and must GPM, PSI) V 12 Show elevations interior and exterior of building in feet of each floor or show details of all soffits or any change of ceiling level. 13 Provide head schedule on each sheet; amount and total job count. Vf 14 Use NFPA -13 (1999) for sprinklers and NFPA -14 (2000) for standpipes. 15 Use NFPA -13R (1999) for residential up to 4 stories in height only. ,yf 17 New work after January 2005, use NFPA -13, NFPA -13R, NFPA -24 (2002), NFPA -14 (2003), and NFPA -20 (1999). V 18 Complete specifications sheets are provided for all devices, control units, and components. 19 Multipurpose piping system shall show on calculations domestic demands. 20 Residential design over 4 stories shall use NFPA -13 -772.3 or 7 -9.2. % / 21 NFPA -13 residential design must maintain .1 density at all times. �+ 22 Building over 3 stories or 50 feet shall provide standpipes as per NFPA -14. 23 Relocation of heads on pipe schedules system one head to one only. 24 Provide manufacturer listed information of existing heads mix with new one same area. 25 Heads location NFPA- 13 -5 -5 or listed manufacturer specs showing dimensions. 1 26 Details any obstructions check Chapter 5 for head positioning. 27 Provide complete structural details of roof on open ceiling application. Designed by: P�-{c is (c C. /Y) `Cu I I (Jo— Phone #: ( (t } 393-6-7/w Signature: 9i \\50W3OO15 \Dir_ORcelist \061012 Fire Sprinkler Checklist doe 4 Miami -Dade Fire Rescue Fire Sprinkler Pre- Submittal Checklist 28 Check code for areas limitation 5 -2. Number of Risers and Manifold. f YES NO N/A 29 Warehouses and Storages detail occupancy, commodity class and type. V 30 Storage under 12 feet use table 7- 2.3.3.3 detail storage, height, and class. 31 Storage over 12 feet use Nfpa- 13 -7 -3, details required. �V v 32 Storage on Racks, use NFPA- 13 -7-4, details aisles, height, commodity table. 33 All storages over 12 feet require hose connection. See NFPA -13 -7- 3.1.1. 34 On Racks storage show all dimension and separations, types of loading. r/ 35 All storage must show code reference for design. Check NFPA- 13- 7 -9.8, columns. 36 High rise building shows standpipes isometric with elevation static and residual. 37 Provide manufacturer listed submittal data for pump, heads, and valves. 38 Show on plans pumps, piping, valves, and hanger's schedule. `V V` 39 Only original pump manufacturer's submittal for job will be acceptable. 40 Show pump room elevation and FEMA minimum flood elevation in feet. ti/ 41 Any pump test report used for design or start-up must be signed & seated by P.E. 42 Pump flow and PSI for 100% and 150% with all data required; check NFPA -20 (2000). V 43 Standpipe shall be in stairway or location with same fire rating. 44 Standpipe or fire piping shall not pass through areas without sprinklers. 45 Provide calculations for top accessible floor and different occupancy areas. I 46 Check valves limitation to 300 PSI and trash chute high pressure heads. rff 47 Check NFPA -13 and 214 for cooling towers sprinkler protection. V' 48 Check for all concealed spaces as per code NFPA- 13 -5 -13. V% 49 Sprinklers above grid or drop out ceiling check code exceptions. 50 Additions to existing system provide information in details. 51 Show all calculations in details; Graphic of flows and pressure required. i+ 52 Calculations with hydraulic references points must match plans reference points. 53 Calculations must provide heads schedule with K- Factor, minimum and design pressure. f 54 Show calculations and area of cover, heads with K- Factor, design pressure (GPM & PSI) per head and for total. V Designed by: Signature: (he_ r N1c(,1 ��r� 1-77 Phone #: CC") 3 [ 3 -6, 71�b \i sn4300131Dir_O[IicC\List.O61012 Fire Sprinkler Checklist doc Fire Protection by Computer Design Phone (561) 392 -4236 SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR BOCA RATON FLORIDA 33487 561 - 393 -6718 CITY COPY Job Name : BARRY UNIVERSITY MIAMI FLORIDA Building Location : MIAMI FLORIDA System : REMOTE AREA # 1 Contract Data File : cal -3 AREA 1.wxf Kt 1 Cmmmtrr Prnnrams by HvdratPC Inc_ Rnute 111 Windham N _ 11SA n3(1R7 Water Suppl Curve (C) SUMMERS Fl PRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page 1• Date City Water Supply: Demand: C1 - Static Pressure : 65 D1 - Elevation C2 - Residual Pressure: 60 D2 - System C2 - Residual Flow : 1924 D2 - System Hose (Adj Hose ( Demand) D3 - System Safety Margin : 1.732 Flow : 64.865 Pressure : 52.994 City) : : 100 Demand : 164.865 : 11.953 150 140 130 P 120 R 110 E100 S 90 s 80 U 70 C1 C2 R 60 E 50 40 D 30 20 10 D2 o 206 400 600 800 1000 1200 1400 1600 1800 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Use ummary SUMMERS Fl PRINKLE RS INC BARRY UNIVERSITY MIAMI FLORIDA • Page 2• Date Fitting Legend Abbrev. Name 1/2 3/ 1 1'/< 11/2 2 2'% 3 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rressure i riuw ouuiin iry - °I HIVU/Ar[u SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 3 Date 111111e Elevation K -Fact Pt Pn Flow Actual Density Area Press Actual Req. 1 1.0 4.4 13.3 na 16.05 0.05 256 13.3 2 34.0 0.5 na 3 34.0 1.15 na 4 34.0 1.9 na 5 34.0 1.98 na 6 34.0 7.7 na 7 34.0 13.72 na 8 34.0 26.95 na TOR 34.0 31.41 na 100.0 BOR 11.0 41.57 na BT 11.0 42.6 na BB 1.0 47.18 na AT 1.0 47.4 na AB -3.0 49.16 na BFOB -3.0 49.2 na BFOT -8.0 51.41 na BFIT -8.0 54.94 na BFIB -13.0 57.15 na TEST -3.0 52.99 na 10 1.0 4.4 13.48 na 16.15 0.05 256 13.3 11 34.0 0.7 na 12 34.0 1.35 na 13 1.0 4.4 13.69 na 16.28 0.05 256 13.3 14 34.0 0.93 na 15 1.0 4.4 13.87 na 16.39 0.05 256 13.3 16 34.0 1.13 na The maximum velocity is 13.63 and it occurs in the pipe between nodes 5 and 6 emmnutar Prnnrams by Hvdratar. Inn Route 111 Windham N-I-1_ I ISA n3r)R7 rnid1 ladlUUlduUrlS - ndcen- VV ulldrn5 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 4 Date yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** 1 16.05 1.101 0.0 33.000 13.300 to 150.0 0.0 0.0 - 14.292 2 16.05 0.0453 0.0 33.000 1.494 K Factor = 4.40 Vel = 5.41 2 0.0 1.101 1T 9.563 0,840 0.502 to 150.0 1E 3.825 13.387 0.0 3 16.05 0.0453 0.0 14.227 0.644 Vel = 5.41 3 16.27 1.394 1E 4.762 9.600 1.146 to 150.0 0.0 4.761 0.0 4 32.32 0.0524 0.0 14.361 0.752 Vel = 6.79 4 0.0 1.598 0.0 2.890 1.898 to 150.0 0.0 0.0 0.0 5 32.32 0.0270 0.0 2.890 0.078 Vel = 5.17 5 32.54 1.394 2T 19.046 11.070 1.976 to 150.0 0.0 19.047 0.0 6 64.86 0.1901 0.0 30.117 5.726 Vel = 13.63 6 0.0 2.003 1E 6.482 178.450 7.702 to 150.0 0.0 6.482 0.0 7 64.86 0.0325 0.0 184.932 6.018 Vel = 6.60 7 0.0 1.394 1E 4.762 64.830 13.720 II 150.0 0.0 4.761 0.0 64.86 0.1901 0.0 69.591 13.230 Vel = 13.63 8 0.0 2.003 4E 25.929 111.200 26.950 to 150.0 0.0 25.929 0.0 TOR 64.86 0.0325 0.0 137.129 4.462 Vel = 6.60 TOR 100.00 4.26 1E 19.896 23.000 31.412 Qa = 100 to 150.0 0.0 19.897 9.961 BOR 164.86 0.0046 0.0 42.897 0.199 Vel = 3.71 BOR 0.0 4.26 1E 13.167 133.030 41.572 to 120.0 0.0 13.167 0.0 BT 164.86 0.0070 0.0 146.197 1.024 Vel = 3.71 BT 0.0 4.26 2E 26.334 10.000 42.596 to 120.0 0.0 26.334 4.331 BB 164.86 0.0070 0.0 36.334 0.254 Vel = 3.71 BB 0.0 4.26 2E 26.334 5.500 47.181 to 120.0 0.0 26.334 0.0 AT 164.86 0.0070 0.0 31.834 0.223 Vel = 3.71 AT 0.0 6.09 1E 14.283 4.000 47.404 to 120.0 0.0 14.283 1.732 AB 164.86 0.0013 0.0 18.283 0.023 Vel = 1.82 AB 0.0 6.09 1E 14.283 22.730 49.159 to 120.0 0.0 14.283 0.0 BFOB 164.86 0.0012 0.0 37.013 0.045 Vel = 1.82 BFOB 0.0 6.09 2E 28.567 5.000 49.204 to 120.0 0.0 28.567 2.166 . FOT 164.86 0.0012 0.0 33.567 0.041 FOT 0.0 6.09 1 Zaf 0.0 4.930 51.411 to 120.0 0.0 0.0 3.525 BFIT 164.86 0.0012 0.0 4.930 0.006 Vel = 1.82 * Fixed loss = 3.525 Vel = 1.82 Cmmnutar Prnnrams by Hvdratac In Rn11tA 111 Windham N . 11SA n3fR7 rinai L'dIUulauun5 - fl Zt II- vvunarnS SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 5 Date ,yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes BFIT 0.0 6.09 2E 28.567 5.000 54.942 to 120.0 0.0 28.567 2.166 BFIB 164.86 0.0012 0.0 33.567 0.041 Vel = 1.82 BFIB 0.0 6.09 2E 28.567 115.260 57.149 to 120.0 0.0 28.567 -4.331 TEST 164.86 0.0012 0.0 143.827 0.176 Vel = 1.82 0.0 164.86 52.994 10 16.15 1.101 0.0 33.000 13.478 to 150.0 0.0 0.0 - 14.292 11 16.15 0.0458 0.0 33.000 1.513 K Factor = 22.65 K Factor = 4.40 Vel = 5.44 11 0.0 1.101 1T 9.563 0.840 0.699 to 150.0 1E 3.825 13.387 0.0 12 16.15 0.0458 0.0 14.227 0.652 Vel = 5.44 12 16.39 1.394 1E 4.762 7.030 1.351 to 150.0 0.0 4.761 0.0 5 32.54 0.0530 0.0 11.791 0.625 Vel = 6.84 0.0 32.54 1.976 03 16.28 1.101 0.0 33.000 13.687 150.0 0.0 0.0 - 14.292 14 16.28 0.0465 0.0 33.000 1.533 K Factor = 23.15 K Factor = 4.40 Vel = 5.49 14 0.0 1.101 1E 3.825 0.850 0.928 to 150.0 0.0 3.825 0.0 3 16.28 0.0466 0.0 4.675 0.218 Vel = 5.49 0.0 16.28 1.146 15 16.39 1.101 0.0 33.000 13.870 to 150.0 0.0 0.0 - 14.292 16 16.39 0.0471 0.0 33.000 1.553 K Factor = 15.21 K Factor = 4.40 VeI = 5.52 16 0.0 1.101 1E 3.825 0.850 1.131 to 150.0 0.0 3.825 0.0 12 16.39 0.0471 0.0 4.675 0.220 Vel = 5.52 0.0 16.39 1.351 K Factor = 14.10 Committal- Prnnrams by Hvdratac Inc_ Route! 111 Windham NH USA fl flR7 • • Fire Protection by Computer Design SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR BOCA RATON FLORIDA 33487 561 - 393 -6718 Job Name : BARRY UNIVERSITY MIAMI FLORIDA Building Location : MIAMI FLORIDA System : REMOTE AREA # 2 Contract Data File : cal -3 AREA 2.wxf comnutar Prnnramc by Hvdratan Inc Rnuta 111 Windham N_H_ USA fl fR7 Water Suppl urve (C) SUMMERS Fl PRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page Date City Water Supply: Demand: C1 - Static Pressure : 65 D1 - Elevation C2 - Residual Pressure: 60 D2 - System C2 - Residual Flow : 1924 D2 - System Hose ( Adj Hose ( Demand) D3 - System Safety Margin : 1.732 Flow : 68.856 Pressure : 52.021 City ) . : 100 Demand : 168.856 : 12.923 150 140 130 P 120 R 110 E 100 S 90 S 80 U70 C1 C2 R60 E 50 40 30 20 10 D2 o 206400 600 800 1000 1200 1400 1600 1800 FLOW (N ^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Use ummary SUMMERS Fl PRINKLE RS INC BARRY UNIVERSITY MIAMI FLORIDA • Page 2• Date Fitting Legend Abbrev. Name 3/4 1 1'/4 1'h 2 2'/z 3 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rressure / now Jurrlrlldry - J i /AINLH Mu SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page Date e Elevation K -Fact Pt Pn Flow Density Area Press Actual Actual Req. 17 1.0 4.4 13.3 na 16.05 0.05 256 13.3 18 34.0 0.5 na 19 34.0 1.12 na 20 34.0 2.08 na 21 34.0 3.51 na 6 34.0 4.1 na 7 34.0 10.82 na 8 34.0 25.59 na TOR 34.0 30.58 na BOR 11.0 40.58 na 100.0 BT 11.0 41.65 na BB 1.0 46.24 na AT 1.0 46.48 na AB -3.0 48.23 na BFOB -3.0 48.28 na BFOT -8.0 50.49 na BFIT -8.0 53.96 na BFIB -13.0 56.17 na TEST -3.0 52.02 na 23 1.0 4.4 13.3 na 16.05 0.05 256 13.3 24 34.0 0.5 na 25 1.0 4.9 13.47 na 17.98 0.05 256 13.3 26 34.0 1.02 na 27 34.0 1.88 na 28 1.0 4.9 14.69 na 18.78 0.05 256 13.3 29 34.0 2.4 na 30 34.0 3.3 na • The maximum velocity is 14.48 and it occurs in the pipe between nodes 7 and 8 • r.mmnntar Prnnrams by Hvrlratac Inc_ Routa 111 Windham N_H- 11SA n3fR7 Anal lAaIUUIdLIUn5 - nacerr- vvnnarns SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 4 Date ,yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** 17 16.05 1.101 0.0 33.000 13.300 to 150.0 0.0 0.0 - 14.292 18 16.05 0.0453 0.0 33.000 1.494 K Factor = 4.40 Vel = 5.41 18 0.0 1.101 1T 9.563 0.200 0.502 to 150.0 1E 3.825 13.387 0.0 19 16.05 0.0453 0.0 13.587 0.615 Vel = 5.41 19 16.04 1.394 1T 9.523 9.070 1.117 to 150.0 0.0 9.523 0.0 20 32.09 0.0517 0.0 18.593 0.961 Vel = 6.75 20 17.99 1.598 1E 5.828 17.850 2.078 to 150.0 0.0 5.828 0.0 21 50.08 0.0606 0.0 23.678 1.435 Vel = 8.01 21 18.78 2.003 0.0 16.050 3.513 to 150.0 0.0 0.0 0.0 6 68.86 0.0363 0.0 16.050 0.583 Vel = 7.01 6 0.0 2.003 1E 6.482 178.450 4.096 to 150.0 0.0 6.482 0.0 7 68.86 0.0363 0.0 184.932 6.720 7 0.0 1.394 1E 4.762 64.830 10.816 4 150.0 0.0 4.761 0.0 68.86 0.2123 0.0 69.591 14.776 8 0.0 2.003 4E 25.929 111.200 25.592 to 150.0 0.0 25.929 0.0 TOR 68.86 0.0363 0.0 137.129 4.984 Vel = 7.01 Vel = 14.48 VeI = 7.01 TOR 0.0 4.26 1E 19.896 23.000 30.576 to 150.0 0.0 19.897 9.961 BOR 68.86 0.0009 0.0 42.897 0.039 BOR 100.00 4.26 1E 13.167 133.030 40.576 to 120.0 0.0 13.167 0.0 BT 168.86 0.0073 0.0 146.197 1.070 Vel = 1.55 Qa = 100 Vel = 3.80 BT 0.0 4.26 2E 26.334 10.000 41.646 to 120.0 0.0 26.334 4.331 BB 168.86 0.0073 0.0 36.334 0.266 Vel = 3.80 BB 0.0 4.26 2E 26.334 5.500 46.243 to 120.0 0.0 26.334 0.0 AT 168.86 0.0073 0.0 31.834 0.233 Vel = 3.80 AT 0.0 6.09 1E 14.283 4.000 46.476 to 120.0 0.0 14.283 1.732 AB 168.86 0.0013 0.0 18.283 0.024 Vel = 1.86 AB 0.0 6.09 1E 14.283 22.730 48.232 to 120.0 0.0 14.283 0.0 BFOB 168.86 0.0013 0.0 37.013 0.047 Vel = 1.86 BFOB 0.0 6.09 2E 28.567 5.000 48.279 to 120.0 0.0 28.567 2.166 , FOT 168.86 0.0013 0.0 33.567 0.043 FOT 0.0 6.09 1 Zaf 0.0 4.930 50.488 to 120.0 0.0 0.0 3.465 BFIT 168.86 0.0012 0.0 4.930 0.006 Vel = 1.86 * Fixed Toss = 3.465 Vel = 1.86 Cmmnuthr Prnnrams by Hvdratan Inc: Route 111 Windham N _ l ISA n3nR7 Anal - nac�n- vvnnarn5 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page Date yd. Qa Dia. Fitting Pipe Pt Pt MIIPPRef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes BFIT 0.0 6.09 2E 28.567 5.000 53.959 to 120.0 0.0 28.567 2.166 BFIB 168.86 0.0013 0.0 33.567 0.043 Vel = 1.86 BFIB 0.0 6.09 2E 28.567 115.260 56.168 to 120.0 0.0 28.567 -4.331 TEST 168.86 0.0013 0.0 143.827 0.184 Vel = 1.86 0.0 168.86 52.021 23 16.05 1.101 0.0 33.000 13.300 to 150.0 0.0 0.0 - 14.292 24 16.05 0.0453 0.0 33.000 1.494 24 0.0 1.101 1T 9.563 0.200 0.502 to 150.0 1E 3.825 13.387 0.0 19 16.05 0.0453 0.0 13.587 0.615 K Factor = 23.41 K Factor = 4.40 Vel = 5.41 Vel = 5.41 0.0 16.05 1.117 25 17.98 1.101 0.0 33.000 13.468 to 150.0 0.0 0.0 - 14.292 26 17.98 0.0559 0.0 33.000 1.844 K Factor = 15.19 K Factor = 4.90 Vel = 6.06 41.6 0.0 1.101 1T 9.563 2.040 1.020 150.0 1E 3.825 13.387 0.0 27 17.98 0.0559 0.0 15.427 0.862 Vel = 6.06 27 0.0 1.394 1E 4.762 6.300 1.882 to 150.0 0.0 4.761 0.0 20 17.98 0.0177 0.0 11.061 0.196 Vel = 3.78 0.0 17.98 2.078 K Factor = 12.47 28 18.78 1.101 0.0 33.000 14.691 K Factor = 4.90 to 150.0 0.0 0.0 - 14.292 29 18.78 0.0605 0.0 33.000 1.998 Vel = 6.33 29 0.0 1.101 1T 9.563 1.450 2.397 to 150.0 1E 3.825 13.387 0.0 30 18.78 0.0606 0.0 14.837 0.899 Vel = 6.33 30 0.0 1.394 1T 9.523 1.750 3.296 to 150.0 0.0 9.523 0.0 21 18.78 0.0192 0.0 11.273 0.217 Vel = 3.95 0.0 18.78 3.513 K Factor = 10.02 Cmmniitrr Prnnrams by Hvdratpr Inn Rnuta 111 Windham N - USA r13fR7 _ _ Fire Protection by Computer Design SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR BOCA RATON FLORIDA 33487 561 - 393 -6718 Job Name : BARRY UNIVERSITY MIAMI FLORIDA Building Location : MIAMI FLORIDA System : REMOTE AREA # 3 Contract Data File : cal -3 AREA 3.wxf Cmmnutar Prnnrams by Hvdratac Inc_ RniitP 111 Windham NH. USA n:InR7 Water Sup urve (C) SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page 1 Date City Water Supply: C1 - Static Pressure : C2 - Residual Pressure: C2 - Residual Flow : 65 60 1924 Demand: 01 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Adj City) . Hose ( Demand) : D3 - System Demand : Safety Margin : 1.732 89.923 49.837 100 189.923 15.094 150 140 130 P 120 R110 E 100 S 90 S 80 U70 - • • C1 C2 R 60 E 50 40 30 20 10 f$.... i - D2 0 u.. .... .. . . . . 1 . . . . . 1 ._ . . _. ._ . . . 1 . . . . _ . . 1 . . . . • 1 • 20 400 600 800 1000 1200 FLOW (NA1.85) 1400 1600 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Us.ummary • • SUMMERS FIRE SPRINKLERS INC Page 2 BARRY UNIVERSITY MIAMI FLORIDA Date Fitting Legend Abbrev. Name 2 2'/ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r-rebsure i riuw ournrnary - 1 filvu/1r[u SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 3 Date Ode Elevation K -Fact Pt Pn Flow Density Area Press Actual Actual Req. 9 1.0 5.6 7.0 na 14.82 0.1 110 7.0 31 34.0 -6.0 na 32 34.0 -5.35 na 33 34.0 -4.59 na 34 34.0 -4.49 na 7 34.0 -4.16 na 8 34.0 20.05 na TOR 34.0 28.22 na BOR 11.0 38.24 na 100.0 BT 11.0 39.57 na BB 1.0 44.23 na AT 1.0 44.52 na AB -3.0 46.28 na BFOB -3.0 46.34 na BFOT -8.0 48.56 na BFIT -8.0 51.72 na BFIB -13.0 53.94 na TEST -3.0 49.84 na 36 1.0 5.6 7.07 na 14.89 0.1 110 7.0 37 34.0 -5.92 na 38 34.0 -5.27 na 39 1.0 5.6 7.07 na 14.89 0.1 110 7.0 40 34.0 -5.92 na 41 1.0 5.6 7.14 na 14.96 0.1 110 7.0 42 34.0 -5.84 na 43 1.0 5.6 7.31 na 15.14 0.1 110 7.0 44 34.0 -5.64 na 45 34.0 -4.96 na S 1.0 34.0 5.6 7.39 na 15.22 0.1 110 7.0 -5.55 na The maximum velocity is 18.9 and it occurs in the pipe between nodes 7 and 8 Cmmnutar Pronramc by Hvdratpr. Inn_ Rniita 111 Windham N_H. USA n3f1R7 rirrdi - ndcerl- VVIIIIdrns SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** 9 14.82 1.101 0.0 33.000 7.000 to 150.0 0.0 0.0 - 14.292 31 14.82 0.0391 0.0 33.000 1.289 K Factor = 5.60 Vel = 4.99 31 0.0 1.101 2E 7.65 9.000 -6.003 to 150.0 0.0 7.650 0.0 32 14.82 0.0390 0.0 16.650 0.650 Vel = 4.99 32 14.89 1.394 1T 9.523 7.580 -5.353 to 150.0 0.0 9.523 0.0 33 29.71 0.0448 0.0 17.103 0.767 Vel = 6.25 33 0.0 2.003 0.0 11.980 -4.586 to 150.0 0.0 0.0 0.0 34 29.71 0.0077 0.0 11.980 0.092 Vel = 3.03 34 29.85 2.003 0.0 11.990 -4.494 to 150.0 0.0 0.0 0.0 7 59.56 0.0278 0.0 11.990 0.333 Vel = 6.06 7 30.36 1.394 1E 4.762 64.830 -4.161 to 150.0 0.0 4.761 0.0 8 89.92 0.3479 0.0 69.591 24.211 Vel = 18.90 8 0.0 2.003 4E 25.929 111.200 20.050 to 150.0 0.0 25.929 0.0 •TOR 89.92 0.0595 0.0 137.129 8.166 Vel = 9.16 TOR 0.0 4.26 1E 19.896 23.000 28.216 to 150.0 0.0 19.897 9.961 BOR 89.92 0.0015 0.0 42.897 0.065 Vel = 2.02 BOR 100.00 4.26 1E 13.167 133.030 38.242 Qa = 100 to 120.0 0.0 13.167 0.0 BT 189.92 0.0091 0.0 146.197 1.329 Vel = 4.28 BT 0.0 4.26 2E 26.334 10.000 39.571 to 120.0 0.0 26.334 4.331 BB 189.92 0.0091 0.0 36.334 0.331 Vel = 4.28 BB 0.0 4.26 2E 26.334 5.500 44.233 to 120.0 0.0 26.334 0.0 AT 189.92 0.0091 0.0 31.834 0.289 Vel = 4.28 AT 0.0 6.09 1E 14.283 4.000 44.522 to 120.0 0.0 14.283 1.732 AB 189.92 0.0016 0.0 18.283 0.030 Vel = 2.09 AB 0.0 6.09 1E 14.283 22.730 46.284 to 120.0 0.0 14.283 0.0 BFOB 189.92 0.0016 0.0 37.013 0.059 Vel = 2.09 BFOB 0.0 6.09 2E 28.567 5.000 46.343 to 120.0 0.0 28.567 2.166 BFOT 189.92 0.0016 0.0 33.567 0.053 Vel = 2.09 BFOT 0.0 6.09 1 Zaf 0.0 4.930 to 120.0 0.0 0.0 BFIT 189.92 0.0016 0.0 4.930 !BFIT 0.0 6.09 2E 28.567 5.000 to 120.0 0.0 28.567 BFIB 189.92 0.0016 0.0 33.567 48.562 3.150 0.008 * Fixed loss = 3.15 Vel = 2.09 51.720 2.166 0.053 VeI = 2.09 Comm itAr Prnnrams by Hvdratar. Inr. Rniita 111 Windham N_H. USA n3nR7 rirrdi ..aiuuiauuns - Hazen- vvliliarn5 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 5 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes BFIB 0.0 6.09 2E 28.567 115.260 53.939 to 120.0 0.0 28.567 -4.331 TEST 189.92 0.0016 0.0 143.827 0.229 Vel = 2.09 0.0 189.92 49.837 K Factor = 26.90 36 14.89 1.101 0.0 33.000 7.068 K Factor = 5.60 to 150.0 0.0 0.0 - 14.292 37 14.89 0.0394 0.0 33.000 1.300 Vel = 5.02 37 0.0 1.101 2E 7.65 9.000 -5.924 to 150.0 0.0 7.650 0.0 38 14.89 0.0394 0.0 16.650 0.656 Vel = 5.02 38 14.96 1.394 1T 9.523 7.580 -5.268 to 150.0 0.0 9.523 0.0 34 29.85 0.0453 0.0 17.103 0.774 Vel = 6.27 0.0 29.85 -4.494 K Factor = 14.08 39 14.89 1.101 0.0 33.000 7.071 K Factor = 5.60 to 150.0 0.0 0.0 - 14.292 40 14.89 0.0394 0.0 33.000 1.301 Vel = 5.02 40 0.0 1.101 1T 9.563 1.000 -5.920 150.0 1E 3.825 13.387 0.0 32 14.89 0.0394 0.0 14.387 0.567 Vel = 5.02 0.0 14.89 -5.353 K Factor = 6.44 41 14.96 1.101 0.0 33.000 7.139 K Factor = 5.60 to 150.0 0.0 0.0 - 14.292 42 14.96 0.0398 0.0 33.000 1.313 Vel = 5.04 42 0.0 1.101 1T 9.563 1.000 -5.840 to 150.0 1E 3.825 13.387 0.0 38 14.96 0.0398 0.0 14.387 0.572 Vel = 5.04 0.0 14.96 -5.268 K Factor = 6.52 43 15.14 1.101 0.0 33.000 7.313 K Factor = 5.60 to 150.0 0.0 0.0 - 14.292 44 15.14 0.0407 0.0 33.000 1.342 Vel = 5.10 44 0.0 1.101 2E 7.65 9.000 -5.637 to 150.0 0.0 7.650 0.0 45 15.14 0.0407 0.0 16.650 0.677 Vel = 5.10 45 15.22 1.394 1T 9.523 7.580 -4.960 to 150.0 0.0 9.523 0.0 7 30.36 0.0467 0.0 17.103 0.799 Vel = 6.38 0.0 30.36 -4.161 46 15.22 1.101 0.0 33.000 7.387 150.0 0.0 0.0 - 14.292 .47 15.22 0.0411 0.0 33.000 1.355 K Factor = 14.88 K Factor = 5.60 Vel = 5.13 47 0.0 1.101 1T 9.563 1.000 -5.550 to 150.0 1E 3.825 13.387 0.0 45 15.22 0.0410 0.0 14.387 0.590 Vel = 5.13 Cmmnutar Pmnrams by Hvdratan Inn _ Route. 111 Windham N _ USA n: -AnR7 riiiti 1..d1UUIdLIUFIS - ndLCrl- VVIIIIdr115 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 6 Date •Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes 0.0 15.22 -4.960 K Factor = 6.83 • Cmmnutar Prnnramc by Hydrator: Inc Rnuth 111 Windham N _ USA n3nit7 • • Fire Protection by Computer Design SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR BOCA RATON FLORIDA 33487 561 - 393 -6718 Job Name : BARRY UNIVERSITY MIAMI FLORIDA Building Location : MIAMI FLORIDA System : REMOTE AREA # 4 Contract Data File : cal -3 AREA 4.wxf Cmmnutar Prnnrams by Hvdratac Inc _ RniitA 111 Windham N_H. 1 1SA f30A7 Water Supepurve (C) SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • • Page 1 Date City Water Supply: Demand: C1 - Static Pressure : 65 D1 - Elevation : 1.732 C2 - Residual Pressure: 60 D2 - System Flow : 108.951 C2 - Residual Flow : 1924 D2 - System Pressure : 59.604 Hose (Adj City) : Hose (Demand) : D3 - System Demand : 108.951 Safety Margin : 5.371 150 140 130 P 120 R110 E 100 S 90 s 80 U70 R 60 E 50 40 30 20 10 : C1 D2 C2 20 400 600 800 1000 1200 1400 1600 1800 FLOW N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Us.ummary • • SUMMERS FIRE SPRINKLERS INC Page 2 BARRY UNIVERSITY MIAMI FLORIDA Date Fitting Legend Abbrev. Name 34 1 1'/4 1% 2 2' 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rressure / mow Jurnrnary - .I/1INLJt\ v SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 3 Date Elevation K -Fact Pt Actual Pn Flow Density Area Press Actual Req. 22 1.0 5.6 7.0 na 14.82 0.1 79 7.0 48 34.0 -6.0 na 49 34.0 -5.13 na 50 34.0 -4.24 na 34 34.0 -4.15 na 51 34.0 -4.12 na 52 34.0 -4.02 na 53 34.0 -3.71 na 7 34.0 -3.54 na 8 34.0 30.99 na TOR 34.0 42.64 na BOR 11.0 52.69 na BT 11.0 53.16 na BB 1.0 57.61 na AT 1.0 57.72 na AB -3.0 59.46 na BFOB -3.0 59.48 na BFOT -8.0 61.67 na BFIT -8.0 61.67 na BFIB -13.0 63.85 na TEST -3.0 59.6 na 55 1.0 5.6 7.25 na 15.08 0.1 79 7.0 56 34.0 -5.71 na 57 1.0 5.6 7.56 na 15.4 0.1 79 7.0 58 34.0 -5.34 na 59 34.0 -4.75 na 60 34.0 -4.56 na 61 1.0 5.6 7.71 na 15.55 0.1 79 7.0 34.0 -5.17 na 1.0 5.6 8.05 na 15.89 0.1 79 7.0 34.0 -4.35 na 65 34.0 -4.26 na 33 34.0 -4.25 na 66 1.0 5.6 8.18 na 16.01 0.1 79 7.0 67 34.0 -4.63 na 68 34.0 -4.22 na 69 1.0 5.6 8.37 na 16.2 0.1 79 7.0 70 34.0 -4.4 na The maximum velocity is 22.9 and it occurs in the pipe between nodes 7 and 8 Commit-al- Prnnrams by Hvdratac Inc. Route 111 Windham N . LISA n7OR7 Mild! l.dI uldlruIIs - nd�err- vvnlldrn5 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 4 Date .yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** 22 14.82 1.101 0.0 33.000 7.000 to 150.0 0.0 0.0 - 14.292 48 14.82 0.0391 0.0 33.000 1.289 K Factor = 5.60 Vel = 4.99 48 0.0 1.101 2E 7.65 14.650 -6.003 to 150.0 0.0 7.650 0.0 49 14.82 0.0391 0.0 22.300 0.871 Vel = 4.99 49 15.08 1.394 1T 9.523 10.180 -5.132 to 150.0 0.0 9.523 0.0 50 29.9 0.0454 0.0 19.703 0.894 Vel = 6.29 50 15.88 2.003 0.0 5.130 -4.238 to 150.0 0.0 0.0 0.0 34 45.78 0.0170 0.0 5.130 0.087 VeI = 4.66 34 0.0 2.003 0.0 1.650 -4.151 to 150.0 0.0 0.0 0.0 51 45.78 0.0170 0.0 1.650 0.028 Vel = 4.66 51 16.02 2.003 0.0 3.490 -4.123 to 150.0 0.0 0.0 0.0 52 61.8 0.0298 0.0 3.490 0.104 52 30.95 2.003 0.0 4.930 -4.019 III, 150.0 0.0 0.0 0.0 92.75 0.0631 0.0 4.930 0.311 53 16.20 2.003 0.0 1.920 -3.708 to 150.0 0.0 0.0 0.0 7 108.95 0.0849 0.0 1.920 0.163 Vel = 6.29 Vel = 9.44 Vel = 11.09 7 0.0 1.394 1E 4.762 64.830 -3.545 to 150.0 0.0 4.761 0.0 8 108.95 0.4962 0.0 69.591 34.534 Vel = 22.90 8 0.0 2.003 4E 25.929 111.200 30.989 to 150.0 0.0 25.929 0.0 TOR 108.95 0.0849 0.0 137.129 11.646 Vel = 11.09 TOR 0.0 4.26 1E 19.896 23.000 42.635 to 150.0 0.0 19.897 9.961 BOR 108.95 0.0022 0.0 42.897 0.093 Vel = 2.45 BOR 0.0 4.26 1E 13.167 133.030 52.689 to 120.0 0.0 13.167 0.0 BT 108.95 0.0032 0.0 146.197 0.475 Vel = 2.45 BT 0.0 4.26 2E 26.334 10.000 53.164 to 120.0 0.0 26.334 4.331 BB 108.95 0.0032 0.0 36.334 0.118 VeI = 2.45 BB 0.0 4.26 2E 26.334 5.500 57.613 to 120.0 0.0 26.334 0.0 AT 108.95 0.0033 0.0 31.834 0.104 VeI = 2.45 AT 0.0 6.09 1E 14.283 4.000 57.717 to 120.0 0.0 14.283 1.732 111: 108.95 0.0006 0.0 18.283 0.011 0.0 6.09 1E 14.283 22.730 59.460 to 120.0 0.0 14.283 0.0 BFOB 108.95 0.0006 0.0 37.013 0.021 Vel = 1.20 VeI = 1.20 Cmmniitar Prnnrams by HvriratPC Inc. Rn11tP. 111 Windham N _ LISA n3nR7 Anal L.dIUUlauun5 - na�en- vvnnarn5 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 5 Date yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes BFOB 0.0 6.09 2E 28.567 5.000 59.481 to 120.0 0.0 28.567 2.166 BFOT 108.95 0.0006 0.0 33.567 0.019 Vel = 1.20 BFOT 0.0 6.09 0.0 4.930 61.666 to 120.0 0.0 0.0 0.0 BFIT 108.95 0.0004 0.0 4.930 0.002 Vel = 1.20 BFIT 0.0 6.09 2E 28.567 5.000 61.668 to 120.0 0.0 28.567 2.166 BFIB 108.95 0.0006 0.0 33.567 0.019 VeI = 1.20 BFIB 0.0 6.09 2E 28.567 115.260 63.853 to 120.0 0.0 28.567 -4.331 TEST 108.95 0.0006 0.0 143.827 0.082 Vel = 1.20 0.0 108.95 59.604 55 15.08 1.101 0.0 33.000 7.253 to 150.0 0.0 0.0 - 14.292 56 15.08 0.0404 0.0 33.000 1.332 K Factor = 14.11 K Factor = 5.60 Vel = 5.08 56 0.0 1.101 1T 9.563 0.860 -5.707 to 150.0 1E 3.825 13.387 0.0 99 15.08 0.0404 0.0 14.247 0.575 0.0 Vel = 5.08 15.08 -5.132 K Factor = 6.66 57 15.40 1.101 0.0 33.000 7.564 K Factor = 5.60 to 150.0 0.0 0.0 - 14.292 58 15.4 0.0420 0.0 33.000 1.385 Vel = 5.19 58 0.0 1.101 1T 9.563 0.860 -5.343 to 150.0 1E 3.825 13.387 0.0 59 15.4 0.0420 0.0 14.247 0.598 Vel = 5.19 59 0.0 1.394 0.0 13.790 -4.745 to 150.0 0.0 0.0 0.0 60 15.4 0.0133 0.0 13.790 0.183 Vel = 3.24 60 15.55 1.598 1T 11.656 10.180 -4.562 to 150.0 0.0 11.656 0.0 52 30.95 0.0249 0.0 21.836 0.543 Vel = 4.95 0.0 30.95 -4.019 K Factor = 15.44 61 15.55 1.101 0.0 33.000 7.712 K Factor = 5.60 to 150.0 0.0 0.0 - 14.292 62 15.55 0.0427 0.0 33.000 1.409 Vel = 5.24 62 0.0 1.101 1T 9.563 0.860 -5.171 to 150.0 1E 3.825 13.387 0.0 60 15.55 0,0427 0.0 14.247 0.609 Vel = 5.24 0.0 15.55 -4.562 K Factor = 7.28 15.89 1.101 1T 9.563 33.000 8.048 K Factor = 5.60 It 150.0 0.0 9.562 - 14.292 64 15.89 0.0444 0.0 42.562 1.891 Vel = 5.35 rmmrutar Prnnrams by Hvdratac Inc_ Rntita 111 Windham N - I ISA n7fR7 rnldi l,diuulauuns - nd�err- vvnndrn5 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 6 Date .yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes 64 0.0 1.598 1T 11.656 1.730 -4.353 to 150.0 0.0 11.656 0.0 65 15.89 0.0072 0.0 13.386 0.097 Vel = 2.54 65 0.0 2.003 0.0 0.570 -4.256 to 150.0 0.0 0.0 0.0 33 15.89 0.0018 0.0 0.570 0.001 Vel = 1.62 33 0.0 2.003 0.0 6.850 -4.255 to 150.0 0.0 0.0 0.0 50 15.89 0.0025 0.0 6.850 0.017 Vel = 1.62 0.0 15.89 -4.238 66 16.01 1.101 0.0 33.000 8.178 to 150.0 0.0 0.0 - 14.292 67 16.01 0.0451 0.0 33.000 1.488 K Factor = 7.72 K Factor = 5.60 Vel = 5.40 67 0.0 1.101 2E 7.65 1.320 -4.626 to 150.0 0.0 7.650 0.0 68 16.01 0.0452 0.0 8.970 0.405 Vel = 5.40 68 0.0 1.598 1T 11.656 1.730 -4.221 to 150.0 0.0 11.656 0.0 41 16.01 0.0073 0.0 13.386 0.098 0.0 16.01 -4.123 69 16.20 1.101 0.0 33.000 8.368 to 150.0 0.0 0.0 - 14.292 70 16.2 0.0461 0.0 33.000 1.520 Vel = 2.56 K Factor = 7.88 K Factor = 5.60 Vel = 5.46 70 0.0 1.101 1T 9.563 1.730 -4.404 to 150.0 1E 3.825 13.387 0.0 53 16.2 0.0460 0.0 15.117 0.696 Vel = 5.46 0.0 16.20 -3.708 K Factor = 8.41 Cmmnuter Prnnrams by Hvdratar. Inc Rnuta 111 Windham N _ USA 113nR7 • • • Fire Protection by Computer Design SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR BOCA RATON FLORIDA 33487 561- 393 -6718 Job Name : BARRY UNIVERSITY MIAMI FLORIDA Building Location : MIAMI FLORIDA System : REMOTE AREA # 5 Contract Data File : cal -3 AREA 5.wxf Cmmnutar Prnnrams by Hvdratac Inc_ Rnuta 111 Windham N_H. [ISA mnR7 Water Supp urve (C) SUMMERS Fl PRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page Date City Water Supply: Demand: C1 - Static Pressure : 65 D1 - Elevation C2 - Residual Pressure: 60 D2 - System C2 - Residual Flow : 1924 D2 - System Hose (Adj Hose (Demand) D3 - System Safety Margin : 1.732 Flow : 75.0953 Pressure : 40.991 City) : : Demand : 75.0953 : 23.997 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E50 40 30 20 10 - ° C1 C2 0 D2 20 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Use ummary SUMMERS FIR SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page 2� Date Fitting Legend Abbrev. Name 1/2 34 1 114 11/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rrwssurw / riuw JurrIrrrary - J 1 HINL t\r[LJ SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 3 Date ee Elevation K -Fact Pt Actual Pn Flow Density Area Press Actual Req. 35 1.0 5.6 7.0 na 14.82 0.1 71 7.0 71 34.0 -6.0 na 72 34.0 -5.41 na 6 34.0 -5.39 na 73 34.0 -5.39 na 74 34.0 -5.28 na 75 34.0 -5.05 na 76 34.0 -4.71 na 65 34.0 0.25 na 33 34.0 0.27 na 50 34.0 0.56 na 34 34.0 0.78 na 51 34.0 0.85 na 52 34.0 1.0 na 53 34.0 1.21 na 7 34.0 1.29 na 8 34.0 18.64 na TOR 34.0 24.49 na BOR 11.0 34.5 na BT 11.0 34.74 na BB 1.0 39.13 na AT 1.0 39.18 na AB -3.0 40.92 na BFOB -3.0 40.93 na BFOT -8.0 43.1 na BFIT -8.0 43.11 na BFIB -13.0 45.28 na TEST -3.0 40.99 na 41111 1.0 5.6 7.02 na 14.84 0.1 71 7.0 34.0 -5.98 na 1.0 5.6 7.11 na 14.93 0.1 71 7.0 81 34.0 -5.88 na 82 1.0 5.6 7.29 na 15.12 0.1 71 7.0 83 34.0 -5.67 na 84 1.0 5.6 7.56 na 15.4 0.1 71 7.0 85 34.0 -5.35 na The maximum velocity is 15.79 and it occurs in the pipe between nodes 7 and 8 • Cmmnutar Prnnrams by Hvdratac Inc_ Route 111 Windham N.H- (ISA 0:1nR7 rrncll �.aIUUIduun5 - nacen- VVIIii ItIS SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 4 Date .yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes 35 14.82 1.101 0.0 33.000 7.000 to 150.0 0.0 0.0 - 14.292 71 14.82 0.0391 0.0 33.000 1.289 K Factor = 5.60 Vel = 4.99 71 0.0 1.101 1T 9.563 1.780 -6.003 to 150.0 1E 3.825 13.387 0.0 72 14.82 0.0390 0.0 15.167 0.592 Vel = 4.99 72 0.0 2.003 0.0 7.860 -5.411 to 150.0 0.0 0.0 0.0 6 14.82 0.0022 0.0 7.860 0.017 Vel = 1.51 6 0.0 2.003 0.0 4.110 -5.394 to 150.0 0.0 0.0 0.0 73 14.82 0.0019 0.0 4.110 0.008 Vel = 1.51 73 14.83 2.003 0.0 13.900 -5.386 to 150.0 0.0 0.0 0.0 74 29.65 0.0077 0.0 13.900 0.107 Vel = 3.02 74 14.93 2.003 0.0 14.080 -5.279 to 150.0 0.0 0.0 0.0 75 44.58 0.0163 0.0 14.080 0.229 75 15.12 2.003 0.0 12.020 -5.050 1111, 150.0 0.0 0.0 0.0 59.7 0.0279 0.0 12.020 0.335 76 15.40 2.003 1E 6.482 109.800 -4.715 to 150.0 0.0 6.482 0.0 65 75.1 0.0427 0.0 116.282 4.961 Vel = 4.54 Vel = 6.08 Vel = 7.65 65 0.0 2.003 0.0 0.570 0.246 to 150.0 0.0 0.0 0.0 33 75.1 0.0439 0.0 0.570 0.025 Vel = 7.65 33 0.0 2.003 0.0 6.850 0.271 to 150.0 0.0 0.0 0.0 50 75.1 0.0426 0.0 6.850 0.292 Vel = 7.65 50 0.0 2.003 0.0 5.130 0.563 to 150.0 0.0 0.0 0.0 34 75.1 0.0427 0.0 5.130 0.219 Vel = 7.65 34 0.0 2.003 0.0 1.650 0.782 to 150.0 0.0 0.0 0.0 51 75.1 0.0424 0.0 1.650 0.070 Vel = 7.65 51 0.0 2.003 0.0 3.490 0.852 to 150.0 0.0 0.0 0.0 52 75.1 0.0427 0.0 3.490 0.149 Vel = 7.65 52 0.0 2.003 0.0 4.930 1.001 to 150.0 0.0 0.0 0.0 53 75.1 0.0426 0.0 4.930 0.210 Vel = 7.65 53 0.0 2.003 0.0 1.920 1.211 to 150.0 0.0 0.0 0.0 1110 75.1 0.0427 0.0 1.920 0.082 0.0 1.394 1 E 4.762 64.830 1.293 to 150.0 0.0 4.761 0.0 8 75.1 0.2493 0.0 69.591 17.348 Vel = 7.65 Vel = 15.79 Cmmnutar Prnnrams by Hvdratac Inc_ Rniitp 111 Windham N _ USA nrws7 renal - nacen- vvuuarrrs SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 5 Date . yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes 8 0.0 2.003 4E 25.929 111.200 18.641 to 150.0 0.0 25.929 0.0 TOR 75.1 0.0427 0.0 137.129 5.851 Vel = 7.65 TOR 0.0 4.26 1E 19.896 23.000 24.492 to 150.0 0.0 19.897 9.961 BOR 75.1 0.0011 0.0 42.897 0.046 Vel = 1.69 BOR 0.0 4.26 1E 13.167 133.030 34.499 to 120.0 0.0 13.167 0.0 BT 75.1 0.0016 0.0 146.197 0.239 Vei = 1.69 BT 0.0 4.26 2E 26.334 10.000 34.738 to 120.0 0.0 26.334 4.331 BB 75.1 0.0017 0.0 36.334 0.060 Vel = 1.69 BB 0.0 4.26 2E 26.334 5.500 39.129 to 120.0 0.0 26.334 0.0 AT 75.1 0.0016 0.0 31.834 0.052 Vel = 1.69 AT 0.0 6.09 1E 14.283 4.000 39.181 to 120.0 0.0 14.283 1.732 AB 75.1 0.0003 0.0 18.283 0.005 Vel = 0.83 AB 0.0 6.09 1E 14.283 22.730 40.918 120.0 0.0 14.283 0.0 OB 75.1 0.0003 0.0 37.013 0.011 Vel = 0.83 BFOB 0.0 6.09 2E 28.567 5.000 40.929 to 120.0 0.0 28.567 2.166 BFOT 75.1 0.0003 0.0 33.567 0.009 Vel = 0.83 BFOT 0.0 6.09 0.0 4.930 43.104 to 120.0 0.0 0.0 0.0 BFIT 75.1 0.0004 0.0 4.930 0.002 Vel = 0.83 BFIT 0.0 6.09 2E 28.567 5.000 43.106 to 120.0 0.0 28.567 2.166 BFIB 75.1 0.0003 0.0 33.567 0.009 Vel = 0.83 BFIB 0.0 6.09 2E 28.567 115.260 45.281 to 120.0 0.0 28.567 -4.331 TEST 75.1 0.0003 0.0 143.827 0.041 Vel = 0.83 0.0 75.10 40.991 78 14.84 1.101 0.0 33.000 7.020 to 150.0 0.0 0.0 - 14.292 79 14.84 0.0392 0.0 33.000 1.292 K Factor = 11.73 K Factor = 5.60 Vel = 5.00 79 0.0 1.101 1T 9.563 1.780 -5.980 to 150.0 1E 3.825 13.387 0.0 73 14.84 0.0392 0.0 15.167 0.594 Vel = 5.00 0.0 14.84 -5.386 K Factor = 6.39 80 14.93 1.101 0.0 33.000 7.105 K Factor = 5.60 150.0 0.0 0.0 - 14.292 1 14.93 0.0396 0.0 33.000 1.307 Vel = 5.03 81 0.0 1.101 1T 9.563 1.780 -5.880 to 150.0 1E 3.825 13.387 0.0 74 14.93 0.0396 0.0 15.167 0.601 Vel = 5.03 Comm Aar Prnnramc by Hvdratar. Inc. Rnuta 111 Windham N _ USA 03fR7 rlrldl L■dlUUIdLIUFIS - ndLeU- VVIIIIdrr15 SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 6 Date • yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** 0.0 14.93 -5.279 82 15.12 1.101 0.0 33.000 7.289 to 150.0 0.0 0.0 - 14.292 83 15.12 0.0405 0.0 33.000 1.338 K Factor = 6.50 K Factor = 5.60 Vel = 5.10 83 0.0 1.101 1T 9.563 1.780 -5.665 to 150.0 1E 3.825 13.387 0.0 75 15.12 0.0405 0.0 15.167 0.615 Vel = 5.10 0.0 15.12 -5.050 84 15.40 1.101 0.0 33.000 7.558 to 150.0 0.0 0.0 - 14.292 85 15.4 0.0419 0.0 33.000 1.383 85 0.0 1.101 1T 9.563 1.780 -5.351 to 150.0 1E 3.825 13.387 0.0 76 15.4 0.0419 0.0 15.167 0.636 K Factor = 6.73 K Factor = 5.60 Vel = 5.19 Vel = 5.19 0.0 15.40 -4.715 K Factor = 7.09 • • Cmmnutar Prnnrams by Hv1ratar. Inn_ Rnuta 111 Windham N_H_ USA ffl 7 • _ _ _ Fire Protection by Computer Design SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR BOCA RATON FLORIDA 33487 561 - 393 -6718 Job Name : BARRY UNIVERSITY MIAMI FLORIDA Building Location : MIAMI FLORIDA - FIRST FLOOR System : REMOTE AREA # 1 Contract Data File : cal -1 AREA 1.wxf Comm Aar Prnnrams by Hvdratac Inc _ Rniita 111 Windham N H_ l ISA 0111117 Water Sup *Curve (C) SUMMERS FIR SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page Date • City Water Supply: Demand: C1 - Static Pressure : 65 01 - Elevation : C2 - Residual Pressure: 60 D2 - System Flow : C2 - Residual Flow : 1924 D2 - System Pressure : Hose ( Adj City ) : Hose ( Demand) : D3 - System Demand : Safety Margin : 6.063 344.637 41.902 344.637 22.891 150 140 130 P 120 R110 E 100 S 90 S 80 U70 R 60 E 50 40 30 20 10 a . C1 C2 0 D2 y ;r,, . 4�......1.... . . . . 1 . . . . .. _...... ...._ , .. . . . . . . , . . _ _ . . . . , . . . ._ . ._ , . . . . 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Use �J�Summary SUMMERS FI(TSPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA • Page Date Fitting Legend Abbrev. Name 1/2 3/4 1 1% 1'/2 2 21/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rressure i riuw - o r Hlvui-utu SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 3 Date •de Elevation K -Fact Pt Actual Pn Flow Density Area Press Actual Req. 1 11.0 5.6 18.37 na 24.0 0.2 120 18.36 2 11.0 5.6 18.42 na 24.03 0.2 120 18.36 3 11.0 5.6 18.64 na 24.18 0.2 120 18.36 4 11.0 19.27 na 5 11.0 19.41 na 6 11.0 19.76 na 7 11.0 20.29 na 8 11.0 21.15 na 9 11.0 25.59 na 22 11.0 29.51 na BT 11.0 29.96 na BB 1.0 35.28 na AT 1.0 36.16 na AB -3.0 37.98 na BFOB -3.0 38.15 na BFOT -8.0 40.48 na BFIT -8.0 43.21 na BFIB -13.0 45.54 na TEST -3.0 41.9 na 13 11.0 5.6 18.82 na 24.29 0.2 120 18.36 14 11.0 5.6 18.94 na 24.37 0.2 120 18.36 15 11.0 19.24 na 10 11.0 5.6 18.88 na 24.33 0.2 120 18.36 11 11.0 5.6 18.95 na 24.38 0.2 120 18.36 12 11.0 5.6 19.32 na 24.62 0.2 120 18.36 16 11.0 5.6 19.36 na 24.64 0.2 120 18.36 17 11.0 5.6 19.45 na 24.7 0.2 120 18.36 18 11.0 5.6 19.88 na 24.97 0.2 120 18.36 11.0 5.6 19.97 na 25.03 0.2 120 18.36 11.0 5.6 20.78 na 25.53 0.2 120 18.36 1 11.0 5.6 20.86 na 25.57 0.2 120 18.36 The maximum velocity is 13.25 and it occurs in the pipe between nodes 8 and 9 • C.omnutar Prnnramc by Hvrtratac Inr._ Rnilta. 111 Windham N_H. 11SA 0311R7 rir►al lr tiuulauor►s - Hater►- vvimams SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 4 Date , yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** 1 24.00 2.067 0.0 7.700 18.367 to 120.0 0.0 0.0 0.0 2 24.0 0.0068 0.0 7.700 0.052 2 24.03 2.067 0.0 9.170 18.419 to 120.0 0.0 0.0 0.0 3 48.03 0.0242 0.0 9.170 0.222 3 24.18 2.067 1T 10.0 2.160 18.641 to 120.0 0.0 10.000 0.0 4 72.21 0.0514 0.0 12.160 0.625 K Factor = 5.60 Vel = 2.29 K Factor = 5.60 Vel = 4.59 K Factor = 5.60 Vel = 6.90 4 48.66 3.26 0.0 10.000 19.266 to 120.0 0.0 0.0 0.0 5 120.87 0.0146 0.0 10.000 0.146 Vel = 4.65 5 73.33 3.26 0.0 10.000 19.412 to 120.0 0.0 0.0 0.0 6 194.2 0.0348 0.0 10.000 0.348 Vel = 7.46 6 49.34 3.26 0.0 10.000 19.760 to 120.0 0.0 0.0 0.0 7 243.54 0.0530 0.0 10.000 0.530 Vel = 9.36 7 49.99 3.26 0.0 11.500 20.290 120.0 0.0 0.0 0.0 293.53 0.0750 0.0 11.500 0.862 8 51.11 3.26 1E 9.408 14.510 21.152 to 120.0 1T 20.159 29.567 0.0 9 344.64 0.1008 0.0 44.077 4.442 Vel = 11.28 Vel = 13.25 9 0.0 4.26 2E 26.334 116.790 25.594 to 120.0 0.0 26.334 0.0 22 344.64 0.0274 0.0 143.124 3.920 Vel = 7.76 22 0.0 4.26 0.0 16.230 29.514 to 120.0 0.0 0.0 0.0 BT 344.64 0.0274 0.0 16.230 0.444 Vel = 7.76 BT 0.0 4.26 2E 26.334 10.000 29.958 to 120.0 0.0 26.334 4.331 BB 344.64 0.0274 0.0 36.334 0.995 Vel = 7.76 BB 0.0 4.26 2E 26.334 5.500 35.284 to 120.0 0.0 26.334 0.0 AT 344.64 0.0274 0.0 31.834 0.872 Vel = 7.76 AT 0.0 6.09 1E 14.283 4.000 36.156 to 120.0 0.0 14.283 1.732 AB 344.64 0.0049 0.0 18.283 0.089 Vel = 3.80 AB 0.0 6.09 1E 14.283 22.730 37.977 to 120.0 0.0 14.283 0.0 BFOB 344.64 0.0048 0.0 37.013 0.177 Vel = 3.80 BFOB 0.0 6.09 2E 28.567 5.000 38.154 to 120.0 0.0 28.567 2.166 BFOT 344.64 0.0048 0.0 33.567 0.161 FOT 0.0 6.09 1 Zaf 0.0 4.930 40.481 to 120.0 0.0 0.0 2.710 BFIT 344.64 0.0049 0.0 4.930 0.024 Vel = 3.80 * Fixed Toss = 2.71 Vel = 3.80 Cmmnuthr Prnnrams by Hvdratac Inc Rniita 111 Windham NH- USA n3fR7 rma► t.a►cU►dtIUns - ndcen- vvnnarnS SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 5 Date , yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes * * * * ** BFIT 0.0 6.09 2E 28.567 5.000 43.215 to 120.0 0.0 28.567 2.166 BFIB 344.64 0.0048 0.0 33.567 0.161 Vel = 3.80 BFIB 0.0 6.09 2E 28.567 115.260 45.542 to 120.0 0.0 28.567 -4.331 TEST 344.64 0.0048 0.0 143.827 0.691 Vel = 3.80 0.0 344.64 41.902 K Factor = 53.24 13 24.29 2.067 1C 1.0 16.860 18.816 K Factor = 5.60 to 120.0 0.0 1.000 0.0 14 24.29 0.0068 0.0 17.860 0.122 Vel = 2.32 14 24.37 2.067 1T 10.0 2.160 18.938 K Factor = 5.60 to 120.0 0.0 10.000 0.0 15 48.66 0.0248 0.0 12.160 0.302 Vel = 4.65 15 0.0 3.26 0.0 10.000 19.240 to 120.0 0.0 0.0 0.0 4 48.66 0.0026 0.0 10.000 0.026 Vel = 1.87 0.0 48.66 19.266 4110 24.33 2.067 0.0 10.350 18.877 120.0 0.0 0.0 0.0 11 24.33 0.0069 0.0 10.350 0.071 11 24.38 2.067 1T 10.0 8.670 18.948 to 120.0 0.0 10.000 0.0 5 48.71 0.0249 0.0 18.670 0.464 K Factor = 11.09 K Factor = 5.60 Vel = 2.33 K Factor = 5.60 Vel = 4.66 0.0 48.71 19.412 K Factor = 11.06 12 24.62 2.067 1T 10.0 2.820 19.322 K Factor = 5.60 to 120.0 0.0 10.000 0.0 5 24.62 0.0070 0.0 12.820 0.090 Vel = 2.35 0.0 24.62 19.412 K Factor = 5.59 16 24.64 2.067 0.0 12.430 19.364 K Factor = 5.60 to 120.0 0.0 0.0 0.0 17 24.64 0.0070 0.0 12.430 0.087 Vel = 2.36 17 24.70 2.067 1T 10.0 2.160 19.451 K Factor = 5.60 to 120.0 0.0 10.000 0.0 6 49.34 0.0254 0.0 12.160 0.309 Vel = 4.72 0.0 49.34 19.760 18 to 19 19 24.97 2.067 120.0 24.97 0.0072 0.0 0.0 0.0 12.430 0.0 12.430 19.884 0.0 0.090 25.03 2.067 120.0 50.0 0.0260 1T 10.0 0.0 0.0 2.160 10.000 12.160 19.974 0.0 0.316 K Factor = 11.10 K Factor = 5.60 Vel = 2.39 K Factor = 5.60 Vel = 4.78 0.0 C:mmniitar Prnnrams by Hvriratar. Inc Rniih4 111 Windham N - USA 03(R7 rind! k.,dlculauons - naceII- vvllllarrrs SUMMERS FIRE SPRINKLERS INC BARRY UNIVERSITY MIAMI FLORIDA Page 6 Date yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn Notes 50.00 20.290 20 25.53 2.067 0.0 10.000 20.781 to 120.0 0.0 0.0 0.0 21 25.53 0.0075 0.0 10.000 0.075 21 25.57 2.067 1T 10.0 0.900 20.856 to 120.0 0.0 10.000 0.0 8 51.1 0.0272 0.0 10.900 0.296 K Factor = 11.10 K Factor = 5.60 Vel = 2.44 K Factor = 5.60 Vel = 4.89 0.0 51.10 21.152 K Factor = 11.11 • Cmmnntar Prnnrams by Hvdratac Inc. Rnuta 111 Windham N - l ISA 030R7 FEB- 15.-20A 11 :11A FROM: TO: 915613936986 P.2 MIAMI -DADE COUNTY FIRE RESCUE DEPARTMENT . FIRE ENGINEERING & WATER SUPPLY SERVICES FIRE FLOW REPORT DATE: 2115/201/ FD NUMBER_ LOCATION: X2n11n47943 NW 2nd Ava R� NW 115th St FEE: ?sn nn STATIC PRESSURE: 711 PSIG PITOT 1: 45 . (1) 2.5 IN. PSIG RESIDUAL PRESSURF• 85 PSIG PITOT 2: 45 (2) 2.5 IN PSIG PITOT 3: (1) 4.5 IN PSIG HYDRANT FLOW: tgqg 0447716J34911ARR5 AVAILABLE FLOW @ 20 PSIG: 6931 TIME OF TEST: 91.2n TEST BY: IjATION: !IMPOSE: J Rnherts 3n SPRINKLER STATIC: SPRINKLER RESIDUAL: SPRINKLER FLOW: 55 Rn 1924 COMMENTS: • , ii 1 • 1 1 1 1 1 ` (C • r _ ►� PR j.lehiglITURE Bulletin 014 Rev. F co MN ® Model F1 FR56 Series • Reliable Quick Response Standard Spray • • Model F1FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model F1FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Horizontal Sidewall Model F1FR56 Concealed Sprinkler Types Standard Pendent Listing & Approvals 1. Underwriters Laboratories Inc. and Certified for Canada (cULus). 2. Factory Mutual Approvals (FM) 3. Loss Prevention Council (LPCB, UK) 4. VdS Schadenverhutung GmbH UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Models F1FR56 Series Sprinklers are quick re- sponse sprinklers which combine the durability of a stan- dard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1FR56 Series Recessed automatic sprin- klers utilize a 3.0 mm frangible glass bulb. These sprin- klers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR56 Series sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Vertical Sidewall Horizontal Sidewall Conventional Recessed Pendent/F1/F2 Recessed Pendent/FP Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflec- tor style and sprinkler type are in accordance with the lat- est published standards of the National Fire Protection As- sociation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 0 CD 11 • Model F1FR56 Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Size Nominal K Factor Sprinkler Height Approval Organization Sprinkler Identification Number (SS IN) US Metric Upright —I Pendent Standard- Upright (SSU) and pendent Deflectors Marked to Indicate Posi '- 1/2" (15mm) /2" NPT(R') 5.6 80 2.25" (57mm) 1, 2, 3, 4 RA14250) / RA1414 t1t(2) Conventional- Install in Upright or Pendent Position 15mmI') 1/2" NPT(RY) 5.6 80 57mm 3,4 RA1475 cULus listed corrosion resistant (Polyester coated) sprinkler. (2) Polyester coated FM approved sprinkler. Upright Pendent Conventional I• Model F1 FR56 Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: • Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number US Metric 1/2" (15mm) 'h" NPT(R1 /2) 5.6 80 2.25" (57mm) RA1414 Refer to escutcheon data table for approvals and dimensions. Model F1FR56 /F1 or F2 2. CE /LING 2 5/8' OL. 1.66.7mmJ HOLE IN CEILING 2 5/16' DIA. (58.7mmJ CUP T I 1' X 1/2' REDUCER �1\ ADJUSTMENT FACE OF FITTING TO FACE OF CEILING DIMENSION(,) (1� (if REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. OIIf002 Model F1FR56 /FP Model F1 FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size Nominal K Factor Sprinkler Height g Approval Organizations Sprinkler Identification Numbers (SIN) US Metric 1/2" (15mm) 1/2" NPT (R1 /2) 5.6 8.0 2.25" (57mm) 1,2,3,4 RA 1485 15mm 1/2" NPT (R1/2) 5.6 8.0 2.25" (57mm) 40) ') LPC Approval is for pendent position only. Vertical Sidewall Sprinkler Type Deflector to Ceiling Distance (Min. - Max.) Upright 4" (102mm) - 12" (305mm) Pendent 4" (102mm) - 12" (305mm) Model F1 FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW • Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal Orifice Thread Size Nominal K Factor Sprinkler Height Approval Organizations and Type of Approval Sprinkler Identification Numbers (SIN) (<1435-) US Metric Light Hazard Ordinary Hazard 1/2" (15mm) 1/2" NPT (R1/2) 5.6 80 2.63" (67mm) 1,2 1 Horizontal Sidewall FACE OF FITTING (1) TO FACE OF CEILING DIMENSION /A 1 1/4" MIN. [31.8mm] 2 1/4" HOLE 014. 4"-12 - [57.2mm] [3.2mmJ [101.6mm- 304.8mmJ CEILING TO DEFLECTOR r ; I II• Ilj• 2 27/32" DUI. [72.2mm] I) 1" X 1/2" REDUCER t 1 15/16" DIA.' I [49.2mm] I '-r1 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 01JFGOJA L.- (1) ADJUSTMENT (1) REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. (2) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR. Note: For Recessed HSW Sprinklers use installation wrench GFR2. 3. Model F1 FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler Cover 1/2" (15mm) 5.6 80 Y2" NPT F1FR 135 °F /57 °C 135 °F /57 °C 100 °F /38 °C Orange 1, 2 RA1414 1/2" (15mm) 5.6 80 1/2" NPT F1FR 155 °F /68 °C 135 °F /57 °C 100 °F /38 °C Red 1, 2, 4(i) RA1414 1/2" (15mm) 5.6 80 1/2" NPT F1FR 175 °F /79 °C 165 °F /74 °C 100 °F /38 °C Yellow 1, 2 RA1414 1/2" (15mm) 5.6 80 1/2" NPT F1FR 200 °F /93 °C 165 °F /74 °C 100 °F /38 °C Green 1, 2 RA1414 ol For VdS only = 155 °F /68 °C Norbulb and 1/2" [12,7mm] adjustment. 1 7/2" .662. rA c n .1 0- Cf4..0 L',ION ,/,,, '✓SAX. C 6'K 1'LA "7- M(SL. Y / 1/-2 " ADJUSTMENT 15/76" Figure 1 Installation Aid A protective cap is included for use during installation. Important: The F1FR56 Sprinkler with Model CCP cover plate is not an FM Approved combination. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1FR56 Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR56 Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F1 FR56 Sprinklers, use the Mod- el D Sprinkler Wrench. Use the Model GFR2 Wrench for installing F1FR56 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight 1/2" NPT (R1/2) sprinkler joint can be obtained with a torque of 8 -18 ft-lbs (10,8 - 24,4 N -m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprin- klers. The Model F1 FR56/ CCP Concealed Sprinkler uses the 1/2" orifice, 1" NPT (R1/2), 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C) or 200 °F (93 °C) Model F1FR56 Pendent *DuPont Registered Trade Mark 4. 5/8" 1;;A 01 / /N /11,NC 1 7/2" MAX. AOc OF (1/1/7.7110 01/455151011 6,. 0065.2 FLA10 A. S1 MH! Y -- 3 5/16" 072. -- 5/16 " ADJUSTMENT 7/4„ Figure 2 Sprinkler with a threaded Model CCP cup which is fac- tory attached to the sprinkler. The assembly is complet- ed by the installation of the attractive, low profile, 135 °F (57 °C) or 165 °F (74 °C) rated Model CCP push on cover plate assembly. The cover plate and sprinkler cup as- semblies are joined using a cover plate skirt with flexible tabs for threaded engagement. A choice of two cover plate assemblies provide either '/" (13mm) or 5/16" (8mm) of cover adjustment. Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 25/6" (67mm) diameter hole is cut in the ceil- ing, the sprinkler is easily installed with the Model RC1 Wrench. A Teflon* based thread sealant should be applied to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler /cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate /cup assemblies are listed only for use with specific sprinklers. The use of any other con- cealed cover plate /cup assembly with the Model F1FR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. p' Bulb Color °C °F Ordinary Ordinary Intermediate Intermediate High (1) 57 68 79 93 141 135 155 175 200 286 100 °F (38 °C) 100 °F (38 °C) 150 °F (66 °C) 150 °F (66 °C) 225 °F (107 °C) Orange Red Yellow Green Blue (1) Not available for recessed sprinklers. Escutcheon Data (1) Escutcheon Model Appro ralsDimension Escutcheon Cover plate Face of Ruing to Ceiling or WaN Dknension F1 1, 3, 4 Max Recess Min Recess 11/2" (38.1 nun) 3/4" (19.1 mm) 3/16" - 15/16' (5mm - 24nun) F2 1, 2, 3, 4 Max Recess Min Recess 11/2" (38.1 mm) 1" (25r TIT 3/16" - 11/16" (5nm -17mm) FP Push-on/ Max Recessed 7/1s" (11 mm) 172" (38.1 mm) Thread-off Min Recessed 15/16 (24nm) 1" (25.4;111 I) "r SIN: RA1435 - cULus and FM permits use with F1 or F2 escutcheons for light hazard only Maintenance The Models F1FR56 and F1FR56 Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or oper- ated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to mini- mize the potential for damage to sprinklers that would cause improper operation or non - operation. 5. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes Sprinkler Escutcheon Cover plate Bronze Chrome Plated White Polyester Coated (4)(5) Brass Chrome Plated White Painted Chrome White Special Application Finishes Sprinkler Escutcheon Cover plate Bright Brass (3) Black Plated Black Paint (2) Off White (2) Satin Chrome Bright Brass Black Plated Black Paint Off White Satin Chrome Bright Brass Satin Off White Black Paint Black Plated (1) Other finishes and colors are available on special order. Consult the factory for details. (2) cULus Listed only. (3) 200 °F (93 °C) maximum. (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1425 (Upright) and RA1414 (Pendent) in standard black or white. (5) FM Approvals finish as "Polyester coated" applies to SIN Number RA1414 (Pendent) in standard black or white. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) 9. Cover plate Model 10. Cover plate Thread size 11. Cover plate Temperature 12. Cover plate Adjustment 13. Cover plate Finish Note: When Model F1FR56 Recessed sprinklers are ordered, the sprin- klers and escutcheons are packaged separately. Reliable...For Complete Protection • Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gaugesldentification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable The Reliable Automatic Sprinkler Co., Inc. (800) 431 -1588 Sales Offices (800) 848 -6051 Sales Fax (914) 829 -2042 Corporate Offices www.reliablesprinkler.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U S.A 02/11 P/N 9999970300 • • Bulletin 176 Rev. A Ille Model F1 eD_ Residential Sprinklers for Design Density of .10 mfft2 9 tY 9p Model F1 Res Sprinlders engineered for the lowest flows to meet the minimum design density of .05 gpm/ftz Types: 1. F1 Res 49 Pendent 2. F1 Res 49 Recessed Pendent/F1 3. F1 Res 49 Recessed Pendent /FP 4. F1 Res 49 CCP Pendent 5. F1 Res 58 Pendent 6. F1 Res 58 Recessed Pendent/F1 7. F1 Res 58 Recessed Pendent /FP 8. F1 Res 58 CCP Pendent 9. F1 Res 44 & 58 HSW 10. F1 Res 44 & 58 HSW Recessed HSW /F2 11. F1 Res 44 SWC 12. F1 Res 76 Pendent 13. F1 Res 76 Recessed Pendent /F1 14. F1 Res 76 Recessed Pendent /FP 15. F1 Res 76 CCP Pendent Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258 -93 -E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers Product Description Model F1Res Pendent sprinklers (Figs. 1, 2, 3 & 4) combine excellent durability, high sensitivity glass -bulb and low profile decorative design. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat - sensitive glass -bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. F1 Res 49, 58&76 1 Res 49, 58 & 76 o•:. -fir= Recessed Pendent / F1 /FP F1 Res 49, 58 & 76 \ F1 Res 44 & 58 CCP Pendent ecessed HSW F1 Res 44 SWC Technical Data: • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: 1/2' NPT (R112) • K -Facbr: 4.9 (Acid) - F1 Res 49 Pendal Sprinkler 5.8 ( A r z t al) - F1 Res 58 Pendent & HSW Spri ker 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler • Density: Minimum 0.10 gpm/ft2 * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 • Application Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard *. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. When using F1 Residential Sprinklers for systems design to NFPA 13D or NFPA 13R, use listed area of coverage and minimum flow and pressure requirements shown in Bulletin 135, For systems designed to NFPA 13, use information in this bulletin. The number of design sprinklers shall be the most hydraulically demanding sprinklers as required by NFPA 13. Flows and pressures can not be below the baseline flows and pressurers. NFPA 13 For residential sprinkler systerr�s designed to NFPA 13, a minimum density of 0.1 gpm /ft must be provided over the "design area" that includes the four (4) hydraulically most demanding sprinklers for the actual coverage areas being protected by the 4 sprinklers. The minimum required discharge from each of the four most hydraulically demanding sprinklers shall be the greater of the following: 1. The flow rates given in the Reliable Residential Sprinkler Technical Bulletins referenced in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area (for actual coverage areas less than or between those indicated in the respective technical bulletin, it is required to use the minimum required flow for the next largest coverage area); or 2.A minimum discharge density of 0.1 gpm /ft2 applied over the "design area" consisting of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. The maximum dimension of the actual coverage area cannot be any greater than the maximum coverage area indicated in the technical bulletins referenced in Table A. Design Note: Using the AS = S x L method to determine the sprinkler protection area of covera in accordance with NFPA 13, apply the 0.1 gpm density to this area to determine the minimum required flow. Compare this flow to the minimum 0.05 gpm /ft cULus Listed flow for the appropriate coverage area in the technical bulletin for the specific residential sprinkler. If the flow stated in the technical bulletin is less than the calculated 0.1 gpm /ft density flow required, the .1 deennsity flow must then be used in the equation Q =K,/P, solving for P, to establish the minimum required pressure using the sprinkler K- factor. Note: In many cases the listed flow of individual residential sprinkler may exceed the required minimum 0.05 gpm /ft density. Reliable has available residential sprinklers with larger K- factors (K =5.8 and K =7.6) that will provide lower pressure demands for 0.1 gpm /ft densities in NFPA 13 residential applications. 5 2. Example No. 1 Room Size= 12 ft x 20 ft (3.6 m x 6.1 m) Coverage Area= 12 x 20 = 240 ft2 (22.3 m2) Flow @ 0.10 gpm /ft2 density= 240 x 0.10 = 24 gpm Using an F1 Res 49 Pendent Sprinkler, K =4.9 Pressure= (24/4.9)4 = 24 psi (1.65 bar) The baseline flow for a 20 ft x 20 ft (6.1 m x 6.1 m) covera2ge area using the baseline density of 0.05 gpm /ft will be 20 gpm @ 16.7 psi (75.7 L/min @ 1.14 bar). Therefore, the minimum flow required is 24 gpm 24 psi (90.8 L/min @ 1.65 bar). Example No. 2 Room Size= 8 ft x 20 ft (2.4 m x 6.1 m) Coverage Area= 8 x 20 = 160 ft2 (14.9 m2) Flow @ 0.10 gpm /ft2 density= 160 x 0.10 = 16 gpm Using an F1 Res 49 Pendent Sprinkler, K =4.9 Pressure= (16/4.9) = 10.7 psi (0.74 bar) The baseline flow for a 20 ft x 20 ft (6.1 m x 6.1 m) covera2ge area using the baseline density of 0.05 gpm /ft will be 20 gpm @ 16.7 psi (75.7 L/min @ 1.14 bar). Therefore, the minimum flow required is 20 gpm 16.7 psi (75.7 L/min © 1.14 bar). Example No. 3 Room Size= 10 ft x 16 ft (3.0 m x 4.91 m) Coverage Area= 10 x 16 = 160 ft2 (14.9 m2) Flow ® 0.10 gpm /ft2 density= 160 x 0.10 = 16 gpm Using an F1 Res 76 Pendent Sprinkler, K =7.6 The baseline flow for a 16 ft x 16 ft coverage area is 21 gpm @ 7.6 psi (79.5 L/min © 0.52 bar). Therefore, the minimum flow and pressure is 21 gpm ® 7.6 psi (79.5 L/min @ 0.52 bar). Example No. 4 Room Size= 14 ft x 18 ft (4.3 m x 5.5 m) Coverage Area= 14 x 18 = 252 ft2 (23.6 m2) Flow © 0.10 gpm /ft2 density= 252 x 0.10 = 25.2 gpm (94.6 L/min) Using an F1 Res 76 Pendent Sprinkler, K =7.6 Pressure= (252/7.6)2 = 11 psi (0.76 bar) The baseline flow and pressure of an 18 ft x 18 ft coverage area is 21 gpm ® 7.6 psi (79.5 L/min @ 0.52 bar). Therefore, the minimum flow and pressure is 25.2 gpm @ 11 psi (94.6 L/min © 0.76 bar). In general residential sprinklers require flows and pressures as listed for D.05 densities to achieve the proper spray pattern so the flows and pressures at 0.05 density are the baseline flows and ressures. Flows and pressures below the listed 0.05 density shall not be used. • Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP sprinklers use only the Model GFR2 sprinkler wrench; for installing Model F1 Res recessed HSW sprinklers • Model F1 Res 49, 58 & 76 Pendent Fig. 1 use only the Model GFR2 Sprinkler wrench. Use of wrenches other than those specified may damage these sprinklers. Note: A `leak tight" sprinkler joint can be obtained with the following torque: • 3/4" NPT (R3/4) - 14 -20 ft-Ibs (19 - 27.1 N -m) • '/2" NPT (R1/2) - 8 -18 ft-Ibs (10.8 - 24.4 N -m) Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. • Model F1 Res 49, 58 & 76 Recessed Pendent / F1 /F2 F1 escutcheon, y" (19mm) adjustment Note: See escutcheon table for dimensions. IURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH 6055. 135F502A i [57.2mm] 2 I /A" HOLE 0K I 15/16' DM. (49.2mm] -I- I" X I /2" REDUCER ADIUSTMENT (3 2mm] 2 27/32' 014. [>2.2mm] FACE OF FITTING TO CEILING DIMENSION, 3/76 -15/76 (0I ESCUTCHEON) 3/76 -11/16 (E2 ESCUTCHEON) 3. Fig. 2 Technical Data: F1 Res 49 Pendent and Recessed Pendent Thread Sine Nominal Orifice Inch SPrhicier Ten Rating Max. Pressure (bar) ) Max. Ambient Actual Factor Sprinkler (mm) 15/ (4.7 -24.0) 16 16 F2 °F °F °C /" NPT (/) /6• (11) 155 175 68 79 175 (12j 100 150 38 66 4.9 2.25 (57) Escutcheon *, F1 or F2, Data: Type Adjustment Inch (mm) Face of fitting to ceiling Inch ( F1 3/4(19.0) Min.= 3/4" (19.1) Max. =1y2" (38.1) 15/ (4.7 -24.0) 16 16 F2 / (12.7) Min.= 1 3.11 '% (4.7 17.4) =j„ (8) 6 6 * Note: Escutcheons Fl or F2 may be used with Model F1 Res 49 & 58 Recessed Pendent Sprinkler * *Baseline flows and pressures for 0.05 density Deflector - to - ceiling *Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Maximum 4" (100mmm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) R3516 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48) R3516 18 x 18 (5.5x5.5) 17 (64.3) 12.0 (0.83) 22 20 x 20 (6.1x6.1) 20 (75.7) 16.7 (1.14) 2.25 (57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15 (57) 9.4 (0.65) R3516 14 x 14 (4.3x4.3) 16 (60.5) 10.6 (0.73) 16 x 16 (4.9x4.9) 17 (64.3) 12.0 (0.83) 18 x 18 (5.5x5.5) 19 (72) 15.0 (1.0) 20 x 20 (6.1x6.1) 22 (83.2) 20.2 (1.4) *Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent * *Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing ft (m) Nominal Sprinider Max. Max. 12 x 12 (3.6x3.6) Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor finch (mm) °F °C (bar) °F °C (MM) 1/2" NPT (R1) /" (13) 155 1175 68 79 175 (12) 100 150 38 66 5.8 2.25 (57) * *Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing ft (m) Flow gPm ( ) Pressure p� ( Ceiling -to- Deflector Inch (mm) Sprinkler ation Identification Number (SIN) 12 x 12 (3.6x3.6) 16 (61) 7.6 (0.53) 1-4 (25-100) R3513 14 x 14 (4.3x4.3) 16 (61) 7.6 (0.53) 16 x 16 (4.9x4.9) 16 (61) 7.6 (0.53) 18 x 18 (5.5x5.5) 19 (72) 22(3.3) 10.8 (0.75) 14.4(1.0) 20x20(6.1x6 * *Calculate for a .10 density but in no case go below the baseline flows & pressures 4. • Technical Data: F1 Res 76 Pendent and Recessed Pendent Thread Size Nominal Orifice Inch (mm) *alder Temp RaIn9 Max Pressue psi (bar) Msx ardent Temp. K Faaor Sprinkler ifgh (mm) 16 -+s/ s (4.7 -24.0) 14 x 14 (4.3x4.3) °F 00 %" NPT (R %) ,72. (13.5) 155 175 68 79 175 (12) 100 150 38 66 7.6 2.25 (57) *Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing g Flow ( ) Pressure Psi (bar) Sprinkler Number x 12 (3.6x3.6) 21 7.6 (0.53) 16 -+s/ s (4.7 -24.0) 14 x 14 (4.3x4.3) 21 7.6 (0.53) %s -1/ (4.7 - 17.4) 16 x 16 (4.9x4.9) 21 7.6 (0.53) R7618 18 x 18 (5.5x5.5) 21 7.6 (0.53) 20 x 20 (6.1x6.1) 23 9.2 (0.63) • Model Fl Res49,58 &76 CCP Pendent 2 5/16" DIA. [58.7mm) CUP CUP CE /LING COVER ADJUSTMENT 135FG04C 2 5/8" [66.7mm) DIA. HOLE IN CEILING 1x1/2" REDUCER 1 1/4" [31.5mm] MAX. FACE OF FITTING TO FACE OF CEILING 9 DIMENSION HEIGHT 3 5/16" DIA. [84. 1 mm) F1 RES 49, 58 & 76 CCP PEND. Fig. 3 NOTE: The F1 Res 76 will use a 1" x 3/4" reducer. 5. Type Inch (mm t inch (mm) Face of fitting to � (mm) F1 %(19.0) Min. =%" (19.1) Max. =1 %" (38.1) 16 -+s/ s (4.7 -24.0) F2 % (12.7) Min. =15/6 (23.8) Max. =1 )." (38.1) %s -1/ (4.7 - 17.4) *Calculate for a .10 density but in no case go below the baseline flows & pressures • Model F1 Res 49, 58 & 76 Recessed Pendent / FP FP push -on /thread -off escutcheon Fig. 4 • Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent / FP _ Th Size Nominal Orifice kick Sixirider Tamil ng CCP en! Max Pr psi ax M Temp Facbr SRkider hill 14 x 14 (mm) (bar) (49) (53) (mm) (0.48) (0.56) °C (4.9x4.9) 14 °F °C ' /z" NPT (11) 155 68 135 (6.1x6.1) 19 (72) 10.8 (0.75) 2.25 (R1/2) 6" i 14.4 (1.0) 57 175 (12) 100 38 4.9 (57) CCP Options Data: Cover Adjustment Inch (mm) CCP Height Inch (mm) (12.7) '%s (24) /6 (4.7) l (19) *Baseline flows and pressures for 0.05 density FP Data `°A ": Max. Sprinkler Spacing Flow gpm (I-pm) Pressure psi (bar) 7.0 (0.48) Sprinkler Number (SIN) R3516 12 x 12 (3.6x3.6) 13 (49) 14 x 14 (4.3x4.3) 13 (49) (53) 7.0 8.2 (0.48) (0.56) 16 x 16 (4.9x4.9) 14 18 x 18 (5.5x5.5) 18 20 (68.1) (75.7) 13.5 16.7 (0.93) (1.14) 20 x 20 (6.1x6.1) FP Position „A„ Inch (mm) Max. Recessed Min. Recessed /6 (11) 15/ (24) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP Theed Size Nominal Orifice kick (mm) SPriilder Twill OCP Terri Max Freesia (bar) _ F ck r *bider Lenglh Inch (mm) 7.6 (0.53) R3513 14 x 14 (4.3x4.3) 16 ,(RP) 1" (13) 155 68 135 57 175 (12) 100 38 5.8 2.25 (57) 10 *Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing ) Flow gpm ( ) Pressure psi (bar) Sprinker Number SI ) 12 x 12 (3.6x3.61 16 (61) 7.6 (0.53) R3513 14 x 14 (4.3x4.3) 16 (61) 7.6 (0.53) 16 x 16 (4.9x4.9) 16 (61) 7.6 (0.53) 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1 x6.1) 22 (83.3) 14.4 (1.0) Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP Size Nominal loch (mm) *fader As��r eatl yT Rating ` Max. Press= (bar) Max Temp. Raw S(ukidar hdi (mm) Ong 21 7.6 (0.53) 18 x 18 (5.5x5.5) 22 3/4" NPT (R3/4) 17/32" (13.5) 155 175 68 79 135 57 175 (12) 100 150 38 66 7 6 2.25 (57j *Baseline flows and pressures for 0.05 densi Max. Sprinkler Spacing ft (m) Flow gpm () Pressure psi (bar) 7.6 (0.53) Sprinkler Identification Number (SIN) R7618 12 x 12 (3.6x3.6) 21 14 x 14 (4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6 (0.53) 18 x 18 (5.5x5.5) 22 8.4 (0.58) 20 x 20 (6.1x6.1) 25 10.8 (0.74) 6. *Calculate for a .10 density but in no case go below the baseline flows & pressures • • • Model F1 Res 44 & 58 HSW Technical Data: F1 Res 44 HSW & HSW /F2 Tined Sims Nominal Orifice kick (m) SiktlidEr TemP. g A kac. psi Pies�ie (Pa) Max T Factor SptiiniddEr hch (mm) °F °C °F 0C 1/2" NPT (Rh) /• (10) 155 175 68 79 175 (12) 100 150 38 66 4.4 2.45 (62) *Baseline flows and pressures for 0.05 density • Model F1 Res 44 & 58 Recessed HSW/F2 F2 escutcheon, y" (13mm) adjustment Escutcheon, F2, Data: Type Inch (us Face of Fitting Inch (mm) F2 % (13) /6 - % (4.7 - 17.4) Max" Sprinider ft( ft Ceiling' -to- Deflector Sprinkler Term. Rating °F (°C) Flow (Lpm) Presue psi Ur ) Sprinlder Number (SIN) 12 x 12 (3.6x3.6) 4 (101 - 6 -152) 155 (68) 175 (79) 12 (45.4) 7.5 (0.52) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 14 (53.0) 10.2 (0.71) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 16 (60.6) 13.3 (0.92) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 18 (68.1) 16.8 (1.16) ,e— R3531 18 x 18 ( 5.5x5.5) 155 (68) 175 (79) 19 23 (72.0) (87.1) 18.7 (1.29) 27.4 (1.89) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 12 x 12 (3.6x3.6) (152 6 12 305) 155 (68) 175 (79) 14 (53.0) 10.2 (0.71) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16 (60.6) 13.3 (0.92) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 17 (64.4) 15.0 (1.04) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 20 (75.7) 20.7 (1.43) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23 (87.1) 27.4 (1.89) *Calculate for a .10 density but in no case go below the baseline flows & pressures • Model F1 Res 44 SWC Technical Data: F1 Res 44 SWC 1 1/4' [J1.75mm) Maximum Pose Of Fitting To Woll Dimension I' X 1/2' Reducer t 4' to 12' (101.60mm To 304.80mm) PUSH ON COVER, THEN TURN TO ADJUST UNTIL TIGHT AGAINST WALL. Recommended ,1 Woll Hole 2 5/16' ,112 2 5/8' [58.74mm) [66.68mm) Dlo. Die. i2. 3 5/16' [84.14mm) Oio. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 1 21/32' 142.07mm) 1/2' (1270mm% Adjustment F1 RES 44 SWC Fig. 5 *Baseline flows and pressures for 0.05 density Max. Sprinlder ft (l)9 Nominal Row (1-1111) 9Pra Pressure pd (�) Spgnlder Number M 12 x 12 (3.6x3.6) (101 -152) 13 (49.2) 8.7 (0.60) R3531 Thu Orifice 10.2 (0.71) 16x16 (4.9x4.9) Paula AmbientTemp. K Der SfaB k>ch Reim 27.4 (1.89) psi 6 -12 (152 -305) Fedor txh 14x14(4.3x4.3) (mm) `F °C °F °c (ba) °F 4C (mm) Yz('RN )T /' (1 0) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) *Baseline flows and pressures for 0.05 density Max. Sprinlder ft (l)9 SS w„ cat; -to- In Deflector Row (1-1111) 9Pra Pressure pd (�) Spgnlder Number M 12 x 12 (3.6x3.6) (101 -152) 13 (49.2) 8.7 (0.60) R3531 14 x 14 (4.3x4.3) 14 (53.0) 10.2 (0.71) 16x16 (4.9x4.9) 17(64.3) 15.0(1.1) 16 x 18 (4.9x5.5) 19 (71.8) 18.7 (1.13) 16 x 20 (4.9x6.1) 23 (87.1) 27.4 (1.89) 12 x 12 (3.6x3.6) 6 -12 (152 -305) 14 (52.9) 10.2 (0.71) 14x14(4.3x4.3) 15(56.7) 11.7(0.81i 16.8 (1.16) 16 x 16 (4.9x4.9) 18 (68,1) 16 x 18 (4.9x5.5) 20 (75.6) 20.7 (1.43) 1 *Calculate for a .10 density but in no case go below the baseline flows & pressures 8. • Technical Data: F1 Res 58 HSW & HSW /F2 Escutcheon, F2. Data: Thread S a Nominal Inch Sprinkler Rating Max. Pressure re Max. Ambient K Factor Sprinkler Length (3.6x3.6) Type us s () Face of Fitting oO�Pr inch mm 175 (m) °F , °C (NO °F ' °C I (mm) (68) F2 13 3 -' 1 41 - 17.4 /(RN )T % Maintenance Model F1 Res 49, F1 Res 58 & F1 Res 76 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non - operation. Model FIRES 49 Residential Sprinkler Specifications Model F1 Res 49 & 58 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.10 gpm /ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector - to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a' /2" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of 4.9 & 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish - specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 49 & 58, SIN R3516 & R3513 (Bulletin 135). 10. Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 49 & 58 Recessed Pendent/F2, Model F1 Res 49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential recessed pendent sprinklers engine red to provide a minimum design density of 0.10 gpm over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector -to- ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a' /2" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of 4.9 (70). Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1" adjustment (Model F2)] [with 34" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 49 & 58 Recessed Pendent/F1] [Model F1 Res 49 & 58 Recessed Pendent/F2] [Model F1 Res 49 & 58 Recessed Pendent/FP] SIN R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.10 gpm /ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155 °F (68 °C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 1/2" cover plate adjustment. Cover plate temperature rating shall be 135 °F (57 °C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed, Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 49 & 58 CCP, SIN R3516 & R3513 (Bulletin 135). Model F1 Res 44 & 58 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA • Approved (258- 93 -E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.10 gpm /ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a' /2" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 58, SIN R3513 (Bulletin 135). Model F1 Res 44 & 58 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 58 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two -piece escutcheon with 1/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish - specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 58/F2, SIN R3513 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engine red to provide a minimum design density of 0.10 gpmoverthe listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation uidelines and the applicable installation standard. prinkler frame and deflector shall be of bronze frame construction having a 34" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of 7.6. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). 11. Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.10 gpm /ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 34" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of 7.6. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two -piece escutcheon [with 1/2" adjustment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent /F1 ] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.10 gpm/ft` over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation uidelines and the applicable installation standard. prinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155 °F (68 °C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 1/2" cover plate adjustment. Cover plate temperature rating shall be 135 °F (57 °C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Reliable...For Complete Protection • Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. *Manufactured by Reliabld The Reliable Automatic Sprinkler Co., Inc. (800) 431 -1588 (800) 848-6051 (914) 829-2042 www reliablesprinkler.corn Sales Offices Sales Fax Corporate Offices Internet Address ® Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 05 /08 P/N 9999970322