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CC-12-1273Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175705 Permit Number: CC -7 -12 -1273 Scheduled Inspection Date: September 11, 2012 Inspector: Rodriguez, Jorge Owner: UNIVERSITY, BARRY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)410 -3250 Building Department Comments INSTALLATION OF A NEW GUARDHOUSE AT NW 115 ST AND NW 1 AVE. APPROVED SITE PLAN WAS PART OF DOMINICAN HALL- PHASE 1 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 10, 2012 For Inspections please call: (305)762 -4949 Page 7 of 20 v . °,_kri rt';gS�a..r. �t i*, w " A'a Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building .Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: BARRY UNIVERSITY Date Issued Occupancy V -B Load Occupancy 15 SQ FT Type Miami Shores FL 33138- Location Not Transferable POST IN A CONSPICUOUS PLACE Miami -Dade County Building Department e- Permitting Search: Mia ..a +er o http: / /egvsys.co.miami -dade. fl. us :1608/ W W WSERV /ggvt/BNZA W962.DIA ?PERM = 2012054877 Permit Inspection History Ink Permit Number: 2012054877 Inspector Name: BLANCO, FABIANO Request Date: 09/10/2012 Inspection Type: FIRE FINAL Inspection Date: 09/10/2012 Disposition: APPROVED Result Date: 09/10/2012 Clerk Name: BLANCO, FABIANO Inspection Time: 0 Comments: Inspection Cmts: Click here to see inspection comments. Inspector Name: BLANCO, FABIANO Request Date: 08/31/2012 Inspection Type: FIRE FINAL Inspection Date: 09/04/2012 Disposition: REJECTED NOT TO CODE Result Date: 09/04/2012 Clerk Name: FIRE WEB APPLICATION Inspection Time: 1522 Comments: Inspection Cmts: Click here to see inspection comments. Outstanding Categories /Completion Holds Permit Status INSPECTION HISTORY INQUIRY SUCCESSFUL (NO MORE ENTRIES) Page: 1 BLDG Home Page 1 BLDG Main Menu 1 BLDG Permit Menu 1 BLDG Plans Processing Menu 1 Inspection Types 1 Address Format Home 1 Using Our Site 1 About 1 Phone Directory I Privacy 1 Disclaimer E -mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 N6ami -Dade County. M rights reserved. 1 of 1 9/10/2012 1:26 PM NONDES Washington CC Baltimore Boston Buffalo Calgary Chicago Houston Los Angeles Mumbai New York Phenix St. Louis San Francisco Shanghai Toronto Vancouver Victoria 1100 Wilson Boulevard Suite 2000 Arlington, Virginia 22209 T: 703.907.2000 F: 703.907.2050 'IN :VW. can nondesign.c on August 9, 2012 Norman Bruhn, CBO Miami Shores Village Building Department 10050 NE 2`d Avenue Miami Shores, FL 33138 Mr. Norman Bruhn, This letter is in reference to comment 6 of the Permit Critique Sheet issued for 07/20/12 for the guardhouses that are intended to be placed on Barry University's campus (Permit No: 12- 1273). Comment 6 states as follows: 6. Indicate the elevation of the exterior grade with respect to the proposed finish floor for accessibility. It is our belief that these guardhouses will not need to comply with accessibility standards based on exception 7 of 201.1.1 Vertical Accessibility of the 2010 Florida Building Code: Accessibility. This exception references 203.3 Raised Areas which states the following: "Areas raised primarily for purposes of security, life safety, or fire safety, including but not limited to, observation or lookout galleries, prison guard towers, fire towers, or life guard stands shall not be required to comply with these requirements or to be on an accessible route." If you have any further questions or comments please feel free to contact me. Sincerely, Roland Lemke, AIA, LEED AP Principal IvIc)Bs Moss & Associates, LLC Subject: Barry University - Chapel Mall NE 2nd Ave. Guardhouse slab anchoring Project: Barry University Residence Hall Address: 11300 NE 2nd Ave. Miami Shores, Florida 33161 -6695 Phone: 954 -769 -8107 Fax: 954 -769 -8108 To: Mark Johnson Johnson Structural Group, Inc. From: Moss & Associates, LLC Sherry Wemer Request for Information 00192 Printed On: 9/4/2012 Date: September 04, 2012 Project Code: 2010023 Required: September 11, 2012 Est. Cost Impact: $ Est. Days Impact: Days Co Author: Contact: Co Author RFI Number: Reference: RFI Type: Construction Sub - Category (For RFI's): Request: This shall confirm our email where we propose to utilize 4-1/4" x 1/2" Red Head wedge anchors in lieu of the 3 -1/2" x 1/2" stainless steel Hilti Kwik Bolt expansion bolts shown on structural sheet S -1. Please confirm approval. Suggestion: Answer: Accept Suggestion Confirmed Answered By: Mark Johsnon Date: 09-04 -2012 Signed: ''� :a' Distribution: TERMITE PRETREAT SPECIALISTS 866 - PRE - TREAT 1- 800 - DILIGENT FAX 800 -837 -0311 TermitePretreat.com State License 150612 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I LAWN & ORNAMENTAL CARE I SERVICE ORDER NUMBER SERVICE DATE I MOSQUITO ABATEMENT I RODENT EXCLUSION & REMOVAL WEATHER CONDITIONS 6013-6) DEVELOPMENT NAME (PROJ CT) CONTRACTOR'S NAM ern VII "v��i LiarAuLise /L1 Dc 5 fiSc i s S TRUCTUR ADDRESS (LOT/BL CK) / 7 CITY, STATE, ZIP CODE /11'41/441; Nfi ZtM) (k 'II ILW // 6U PE 1-#.14 �4du CONTACT PERSON CONTACT PHONE NUMBER NOTES Co vTV/ 33/6/ TREATMENT TYPE/AREA ❑ FLOATING ONOLITHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL 0 ADDITION ❑ CUTOUTS ❑ FOOTERS ❑ FRONT ENTRY ❑ EXTERIOR PERIME 1 ER FOR RENEWAL ❑ OTHER TREATMENT TYPE ❑ TAMP & TREAT TREAT ONLY LI FINAL ❑ RE 1 HEAT ❑ BORA CARE TREATMENT PR BASELINE _ ❑ PROBUILD TC ❑ DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT ❑ BAIT STATION e • ❑ .12% ❑ .25% ❑ .5% ❑ .23% LI OTHER OTHER GALLONS APPLIED • P11134. s.�• PEST •• •� i4 ... POR ... 0% i SQUARE FOOTAGE LINEAR FOOTAGE �� O . � -A • • Aitlirrif s e ® �� +► 7 j ®••f 0 R %.,:0 OQ� = • 7; e SOU OOTAGE VERIFIED ES ❑ NO ❑ MEASURED OR VERIFIED PER PLANS SAFETY CONDITIONS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER LI ELECTRICAL PANEL ❑ WATER HEATER OTHER l'� Payment Terms: Customer's payment In full Is due at time of initial service. Customer agrees that a finance charge in the amount of 1B% per annum will be assessed on all unpaid balances that are t satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be asse > ffi • " eluding but not limited to: collection service fee, attorney's fee, finance charges and non-sufficient funds paym nt f . Customer will be reapon • .- 10. , . • z.r,� ? elated with any collection process. Date Date W r� nt ill.!;�;r e om <f roperty Owner or Agent) Control, Inc.) COU7COASItilIDERSASOVAIXIN A) 1-800-DILIGENT NAM filfm Corporate 3100 NW Boca Raton Blvd. I Suite 107 I Boca Raton, Florida 33431 1 800.487.8190 800Diligentcom CONTACT PERSON DEV /5LOPMENT NAME �(�PnROJ ) 4r 2 /jU — f 4arQ Ain4Se STRUCTUR ADDRESS (1-01713L CK) CITY, STATE, ZIP CODE 71., Av-L 6k�d4,1l� // ,vE n ,c. ,44A,; SL CO PL 33161 CONTACT PHONE NUMBER 151/46g17113 NOTES TERMITE PRETREAT SPECIALISTS 866 —PRE— TREAT 1- 800 - DILIGENT FAX 800 -837 -0311 TermitePretreat.com State License 150612 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I LAWN & ORNAMENTAL CARE I TERMITE SERVI S 1 MOSQUITO ABATEMENT I RODENT EXCLUSION & REMOVAL SERVICE ORDER NUMBER 7 SERVICE DATE °� TIME 1(At hi WEATHER CONDITIONS 64:71- CONTRACTOR'S NAM I4(16401sie_ $I th TREATMENT TYPE/AREA ,/7 ❑ FLOATING ONOLITHIC ❑ PATIO LI GARAGE ❑ DRIVEWAY ❑ STEM WALL O ADDITION LI CUTOUTS ❑ FOOTERS LI FRONT ENTRY LI EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENT TYPE LI TAMP & TREAT TREAT ONLY ❑ FINAL LI RETREAT LI BORA CARE TREATMENT LI BAIT STATION PRO CT BASELINE . 0 PROBUILD TC LI DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE LI OTHER •ACTIVE INGREDIENT CON -110 •.• °.°°. ° °,, 06% ❑ .12% ❑ .25% ❑ .5% LI .23% ❑ OTHER GALLONS APPLIED ••° OD PE �. e.' • i Q*.e. P 0 R * %:0A�e SQUARE FOOTAGE LINEAR FOOTAGE • ...7. o. 0 ' �'v� e,/ CA • irk./ ❑ MEASURED OR VERIFIED PER PLANS s �� . ' Qf / % ✓O ''4 O R ' •mss 4.6%. . °O•••• • SQUA ES OOTAGE VERIFIED ❑ NO JOB R Y CONDITIONS MET LI NO DETAILS SAFETY CONDITIONS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention Is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER LI ELECTRICAL PANEL LI WATER HEATER OTHER Payment Terms: Customer's payment in full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that are t satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assess ncluding but not limited to: collection service fee, attorney's fee, finance charges and non - sufficient funds paym nt fey Customer will be respon • '> fo i . _z.. 7� 1 ciated with any collection process. le Date Date r. En 1- 800 — DILIGENT !Er SI ' ° ""� NAM --- -- --- 800Diligent.com Corporate 3100 NW Boca Raton Blvd. I Suite 107 I Boca Raton, Florida 33431 1 800.487.8190 DUNKELBERGER engineering & testing, Inc. wnrww .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss and Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner Senior Project Manager Subject: Subsurface Study N.E. 2°d Avenue Guardhouse Barry University Miami Shores, Florida Project No. FTL -12 -918 (41.1) Dear Ms. Werner: August 31, 2012 We understand that a new guardhouse is to be constructed at the southern side of N.E. 115th Street at its junction with N.E. 2°d Avenue. The structure will be a pre - engineered metal building that measures 4 feet by 6.2 feet in plan and is about 8 feet tall. It will be erected on a one foot thick mat footing that has horizontal dimensions of 5 feet by 7.2 feet. The mat foundation is projected to impose a contact pressure of 100 pounds per square feet on the subgrade soils. Subsurface conditions in the area of the proposed guardhouse were explored with a single auger boring that was manually drilled to eight feet below grade. As the boring was advanced, cone penetrometer tests were conducted in the profile components to assess their shear strength and relative density. The tests were performed with a Brainard - Kilman Model S -214 hand held penetrometer. A log of the boring containing the cone penetrometer test results is attached. Reference to the log shows that the boring encountered clean fine to medium sands over the fmal depth of exploration. The sands are very loose in the upper two feet of the profile and loose to medium dense thereafter. Prior subsurface exploration that we have completed in the project locale indicates that the sands continue to about 26 feet below grade where they are underlain by a formation of moderately well cemented limestone. Groundwater in the site area is typically found at nine feet beneath the existing ground surface. Although the sandy overburden soils are somewhat loose, they should provide satisfactory support to a shallow mat foundation based not less than one foot below the lowest adjacent grade that imposes a contact pressure of 100 pounds per square foot. The upper twelve inches of the subgrade soil on which the foundation rests should be compacted to not less than 95 percent of the ASTM D 1557 maximum dry density prior to placing reinforcing steel and structural concrete for the mat. State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 t Moss and Associates Project No. FTL -12 -0918 (41.1) August 31, 2012 Page 2 Implementation of the recommended soil preparation measures should result in minimal total and differential settlement of the foundation.- oOo Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. 441144**1 "I*203 Ifirg°* Juan Ramirez, E.I. Staff Engineer Attachment: Log of Auger Boring — AB -1 BUNKELBBRGER STA Thomas J. : - . , :; Principal Enginneel RN�a FL Registration No. 27451 8131/12, DUNKELBERGER engineering & testing, inc. Log of Auger Boring Client: Moss and Associates I Boring Number: AB -1 Project: N.E. 2°d Avenue Guardhouse — Barry University — Miami Shores, Florida Project Number: FTL -12 -0918 (41.1) Boring Location: Center of Proposed Guardhouse Date Drilled: 8.31.12 Drilled By: OC /JR Ground Elevation: Not Determined Depth of Groundwater Table: Not Encountered Depth (feet) Soil Type : , Soil Description 0.0 —1.0 SP Gray brown fine to medium SAND 1 -2 10 1.0 — 6.0 SP Light brown fine to medium SAND 30 6.0 — 8.0 SP Yellow brown fine SAND, some fragmental limestone 4 -5 50+ 5 -6 50+ 6 -7 50+ CONE PENETROMETER TEST RESULTS* Depth (feet) Cone Penetrometer Resistance (tsf) 0 -1 15 1 -2 10 2 -3 30 3 —4 35 4 -5 50+ 5 -6 50+ 6 -7 50+ 7 -8 50+ Total Depth of Boring: 8 feet *Cone penetrometer resistance determined using a Brainard - Kilman Model S -214 hand -held static cone penetrometer. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 76 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Benincasa & Kolasa Hall Remediation - Barry University FTL -12 -0918 (40.1) Project Number: Client Name: Attention: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. She Werner Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 10913 - Set 3 8/23/2012 J.R. 9/5/2012 Juan Ramirez, E.I• (954) 730-9114 Specified Strength: 4000 psi Specified Slump 5.00 in S i ified Air Content: - - - Mix Type: Regular Mix Designation: 1504143 Mix Su t drier: Cemex Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 10024458 32222185 5 of 5 Batch Time: - - - Arrival Time: 8/23/2012 Sample Time: Slab -on- Grade: Guardhouse on N.W. 115th Street Weather: Partly Cloudy Air Temperature: 82 °F 9:26 AM 9:55 AM 10:00 AM Slump: 8.00 in Concrete Tem u erature: 82 °F Cylinder No. Date Tested 3 -A 3 -B 3-C 3 -D 8/30/2012 9/20/2012 9/20/2012 9/20/2012 Age (days) 7 28 28 28 Diameter (in) 4.03 Area (s9• in) 12.76 Failure Loads (lbs) 31,990 Compressive Strength (psi) Break Type 2510 Type 3 63 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 1 Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,si��uuu000� e�� pS J. T ��i No 27451 :� * s Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No 6870 877.643.6832 0818.3 (10813) 8.23.12 m1 DUHKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Benincasa & Kolasa Hall Remediation - Barry University FTL -12 -0918 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms.Sherry Werner Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 13 (Sheet 1 of 5) 8/29/2012 R.F. 9/5/2012 Juan Ramirez, E.I. (954) 730-9114 Test No. 1 2 3 Probe Depth (in) 6 6 6 131.7 131.7 131.7 6.8 6.8 6.8 131.3 129.8 129.7 Cone Resistance) (tsf) 6.2 8.4 7.2 Minimum Required Compaction ( %) 98 98 98 Percent Maximum Density ( %) 99.7 98.6 98.5 Test Results Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 i✓ ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2272 Moisture: 663 1 2 3 9 9 9 6 6 6 20' West and 50' North of Entrance at Chapel Road and N.E. 2nd Avenue 10' West of Entrance at Chapel Road and N.E. 2nd Avenue 10' West and 50' South of Chapel Road and N.E. 2nd Avenue Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) T7 Other Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer ,o ssmosiot_�, *� • No 27451 • ' as : • s ma 14 '33 ' e The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 • PR 19 PR 12 DDNKELBEREER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Benincasa & Kolasa Hall Remediation - Barry University FTL -12 -0918 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms.Sherry Werner Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 13 (Sheet 2 of 5) 8/29/2012 R.F. 9/5/2012 Juan Ramirez, E.I. (954) 730-9114 Test No. 4 5 Probe Depth in) 6 6 Maximum Dry Density cf) 119.7 119.7 Optimum Moisture 8.3 8.3 Dry Density 1) 118.1 117.6 Cone Resistance' tsf) Moisture ( %) 6.7 7.1 Minimum Required Compaction % 98 98 Percent Maximum Density ( %) 98.7 98.2 Test Results Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 13 ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2272 Moisture: 663 45' West of Entrance at Chapel Road and N.E. 2nd Avenue Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Paver Su ' rade r NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Paver Subgrade Staff Engineer icost lipthrsi •° if No 27451 i •$ati ohs• .. The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This� property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. subsurface exploration, recommendations or design are expressed by this fnm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 13 PR 12 (2) Limerock Bearing Ratio ( %) 1000 100 10 135 125 1 20 40 60 80 10.0 12.0 20 40 60 80 10.0 Water Content - Percent of Dry Weight 12.0 SUMMARY OF TEST RESULTS UMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): 212.9 131.7 OPTIMUM WATER CONTENT ( %): 6.8 BEN /NCASA & KOLASA HALL REMEDIATION - BARRY UNIVERSITY Miami Shores, Florida PR NO.: LAB ID: 13 0563 KUNKULKBRCER engineering & testing, inc. Tested By. AR LOCATION: Existing Base Course - East Parking Area On Chapel Road MATERIAL: Gray brown limerock (Base Course) Checked By.JR Date: 09/05/12 op.J. Tt;d9f 5 RTest Date: 08/30/12 Project „ne „y;E[L -12 -0918 (40.1) Report Juan Ramirez, E.I. Staff Engineer to . J. Tepper P.E �. m,dRegS is dtraAti TE NOoF . 2 745?i 2 RA551sc Sewing ROoe friorkie San T f: .t0RI . : • , 2 JQ?�b � ID OM (FR 13) LBR : ` 311% DUNKELBERGER engineering & testing, inc. Sieve Analysis of Soils Project Name and No.: Project Number: Client Name: Attention: BENINCASA & KOLASA HALL REMEDIATION - BARRY UNIVERSITY FTL-12 -0918 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner Sheet No: 4 of 5 Date Sampled: 8/24/2012 Sampled By: OC Report Date: 9/5/2012 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Progress Report No. Lab ID: Sample Location: Sample Description: AASHTO Classification: Plasticity: 13 0563 Existing Base Course - East Parking Area On Chapel Road Gray brown limerock (Base Course) A -1 -a Non - Plastic Date Sampled: Sampled By: Date Tested: 8/24/2012 OC 8/30/2012 Tested By: AR Specifications Governing: FDOT Section 911 -5.2 Sieve Analysis (ASTM D422 -63 (2002) el) Sieve Size Percent Passing Sieve Specification Range 3 1/2" 100 97% - 100% 2" 99.6 - -- 11/2" 96.7 - -- 3/4" 84.2 - - - 4 51.4 - - - 10 43.3 - -- 20 37.8 - -- 40 31.5 - - - 60 24.3 - - - 100 15.7 - - - ,s1 200 10.1 - - - said'. Juan Ramirez, E.I. Staff Engineer Fort Lauderdale State of Florida 001111211041_ 4 p s•J• . TF1'�ii E SAe No 27451 • �w Thomas P AT j P FL Registratio a�5((1 R l Q�•.•'� ,�� • Port St. Lucie • West Palm Beach • SarasS /0;., {''''"' Board of Professional Engineers Authorization No. 6870 877.643.6832 OR Lab ID 0563 (PR 13) Sieve Analysis • DUNKBLBRRGER engineering & testing, inc. Carbonate Content Laboratory Data BENINCASA & KOLASA HALL REMEDIATION Project Name and No.: BARRY UNIVERSITY Project Number: Client Name: Attention: FTL -12 -0918 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner Sheet No: 5 of 5 Date Sampled: 8/24/2012 Sampled By: OC Report Date: 9/5/2012 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Progress Report No.: Lab ID: Sample Location: 13 0563 Existing Base Course - East Parking Area On Chapel Sample Description: Gray brown limerock (Base Course) AASHTO Classification: A -1 -a Date Sampled: 8/24/2012 Sampled By: OC Date Tested: 8/30/2012 Tested By: AR Sample ID Number 0563 Beaker Number LR Sample Weight 1.000 Crucible Number 21 Crucible Weight 12.3040 Crucible + Sample Weight Before 13.3040 Crucible + Sample Weight After 12.6290 Loss 0.6750 Residue 0.3250 % Carbonate 68% Juan Ramirez, E.I. Staff Engineer _0016iiti Hots 14',1410:5. J. 7.4S °4 A No 27451 ..I • • ,. . • r OF kl as FL Regish c No: 214.31 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 LBR Lab ID 06•3 (PR 13) Carbonate CANNONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00031 Phone: 703- 907 -2300 Title: Guardhouse Relocation Date: 8/31/2012 Protect: Barry University Residence Hall Cannon Protect No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Amdall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and retum a copy to the Architect. DESCRIPTION: Relocation of the Guardhouse by NE 2nd Avenue. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expeditor Date: 8/31/2012 Contractor /CM Date; ■ EXIST. 16' RADIUS ION WOOD .0 BE AND WITH (ABLE ARDS ONC. CURB REPLACED 1NG RADIUS Z0X 25 LF) SEE SHEET C -102 FOR PARKING AREA cb EL 4) 1 EXIST. GUARDHOUSE TO BE REMOVED AND REPLACED WITH MARDAN 6'X4' GUARDHOUSE IN SAME LOCATION. ELEVATION OF FOUNDATION SLAB TO BE FLUSH WITH PROP. SIDEWALK (SEE ELECTRICAL AND STRUCTURAL PLANS AND CT S OM M 'D OR MATCH EXIST. SIDEWALK ELEV. FLUSH REMOVE EXIST. 3' CONC. SIDEWALK AND CONST. 10 LF OF 7' CONC. SIDEWALK TO MATCH BOOTH SLAB WIDTH. •DUNKELBERGER engineering & testing, Inc. www .dunkeiberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss and Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner Senior Project Manager Subject: Subsurface Study N.E. 2°d Avenue Guardhouse Barry University Miami Shores, Florida Project No. FTL -12 -918 (41.1) Dear Ms. Werner: August 31, 2012 We understand that a new guardhouse is to be constructed at the southern side of N.E. 115th Street at its junction with N.E. 2°d Avenue. The structure will be a pre - engineered metal building that measures 4 feet by 6.2 feet in plan and is about 8 feet tall. It will be erected on a one foot thick mat footing that has horizontal dimensions of 5 feet by 7.2 feet. The mat foundation is projected to impose a contact pressure of 100 pounds per square feet on the subgrade soils. Subsurface conditions in the area of the proposed guardhouse were explored with a single auger boring that was manually drilled to eight feet below grade. As the boring was advanced, cone penetrometer tests were conducted in the profile components to assess their shear strength and relative density. The tests were performed with a Brainard -Kilman Model S -214 hand held penetrometer. A log of the boring containing the cone penetrometer test results is attached. Reference to the log shows that the boring encountered clean fine to medium sands over the final depth of exploration. The sands are very loose in the upper two feet of the profile and loose to medium dense thereafter. Prior subsurface exploration that we have completed in the project locale indicates that the sands continue to about 26 feet below grade where they are underlain by a formation of moderately well cemented limestone. Groundwater in the site area is typically found at nine feet beneath the existing ground surface. Although the sandy overburden soils are somewhat loose, they should provide satisfactory support to a shallow mat foundation based not less than one foot below the lowest adjacent grade that imposes a contact pressure of 100 pounds per square foot. The upper twelve inches of the subgrade soil on which the foundation rests should be compacted to not less than 95 percent of the ASTM D 1557 maximum dry density prior to placing reinforcing steel and structural concrete for the mat. State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 Moss and Associates Project No. FTL -12 -0918 (41.1) August 31, 2012 Page 2 Implementation of the recommended soil preparation measures should result in minimal total and differential settlement of the foundation.- oOo Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. 4414 !vv Juan Ramirez, E.I. Staff Engineer Attachment: Log of Auger Boring — AB -1 DUNKELBERGER i, •:.::::•G' Thomas J. Principal Engineet " "A°' FL Registration No. 27451 8(30 2. DUNKELBERGER engineering & testing, inc. Log of Auger Boring Client: Moss and Associates 1 Boring Number: AB -1 Project: N.E. 2°d Avenue Guardhouse — Barry University — Miami Shores, Florida Project Number: FTL -12 -0918 (41.1) Boring Location: Center of Proposed Guardhouse Date Drilled: 8.31.12 Drilled By: OC /JR Ground Elevation: Not Determined Depth of Groundwater Table: Not Encountered Depth '(feet) : Soil Type Soil Description 0.0 —1.0 SP Gray brown fine to medium SAND 1 -2 10 1.0 — 6.0 SP Light brown fine to medium SAND 30 6.0 — 8.0 SP Yellow brown fine SAND, some . y ental limestone 4 -5 50+ 5 -6 50+ 6 -7 50+ CONE PENETROMETER TEST RESULTS* Depth (feet) Cone. Penetrometer Resistance (tsf) 0 -1 15 1 -2 10 2 -3 30 3 —4 35 4 -5 50+ 5 -6 50+ 6 -7 50+ 7 -8 50+ Total Depth of Boring: 8 feet *Cone penetrometer resistance determined using a Brainard -Kilman Model S -214 hand -held static cone penetrometer. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 76 (Rev. 05/13/2008) q:3 • a, Azoi UI DING Miami Shores Village G q. 4- ', .4- " Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 1413 It GAprANigrA6L. Permit Type. ROOFING JUL 1 0 2012 Permit No. CC- 12 ' t 213 Master Permit No. OWNER: Name (Fee Simple Titleholder): $wtel V►Vtfst1 Phone#: 3 D •'��" 6 Address: i,3DD ``t 2 Ave 1 City: µlwlill c4 State: Zip: 31161 Tenant/Lessee Name: �1 V4401 s 1 Phone #: Ze � 3050 beAWw+rM € A. cty, �►u� Email: JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: 11 M30000' DO40 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: 'q AMiiami Dade KA/2 3 k_ Moss Ass•ask-S Lcra•►s Ike/ 4 City:, 1A,elinkL State: FL Qualifier Name: 0144 11C(\ \ALCIfte Phone#: %4 1D • 6b % State Certification or Registration #: (• 160 bir 1 Certificate of Competency #: Contact Phone #: 1 �� 601Y1 Email Address: S1.1sX('4$ , 0ssL!'�%�. .O f' DESIGNER: Architect/Engineer: 006. DLSie Phone #: IDS— ion Zip: 33t bj Flood Zone: Phone#: 954.10 $'�� Zip: 33IN Value of Work for this Permit: $ l AD* 00 Type of Work: ❑Addition ❑Alteration Description of Work: 3U A- Qc� t1 sty. Q � bud Square/Linear Footage of Work: UNew URepair/Replace sUDemolition tak A boh t4e,i , INA *********** ** ****** *** **** ** *********** /Fe w*************************************** Submittal Fee $ Permit Fee $ ( ° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 0101 :16 ` Bondink Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 41 , -' , 20/41-, by Q.A, who is ersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E agir MI' ELL <43 BAGLEY da 1) tst i .: My Comm. Expires Jul 6, 2014 113 Rs; Commission • DD 972411 %...`�� Bonded Through National Notary Assn. *: * * ** * * * * * ** * * * * * * * * * * * * * * * ** * APPROVED BY Contractor The foregoing instrument was acknowledged before me this c:21) day of r , 20 bk. „by "Cecit Wein 0,7 who is .ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: %%%%%% %%%% MICHELLE A. BAGLEY My Commissi� `` ` `'�% a Notary Public - State of Florida • s My Comm. Expires Jul 6, 2014 i s�� Ac Commission #r DD 972411 ',,°, ,,,`` Bonded Through National Notary Assn. I ******** ** ** * * ** * ** * * * *** * ** * ****** **** r • Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) %// 7� /1 Zoning Clerk NOTICE OF CO . " ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. i):6 1J7_ 1,r13 TAX FOLIO NO. 1161000 ` "'` 140 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 THE UNDERSIGNED hereby gives notice that improvements will be made to certainfreahm property, and in accordance with Chapter 713, Florida Statutes, the following information__ is provided in this Notice of Commencement. 1`r< ya t'we CFN 2012R0521212 DR Bk 28201 Ps 177; Ups) RECORDED 07/25/2012 09 :45 :31 HARVEY R1JVIHr CLERK. OF COURT MIAMI -DAC'E COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Le,gal description of ,property and treet/address: A1,5_0_14_614 64 .:. ti • RA& Stal 0. 2. Description of improvement S s�. ^� ® - :c : -# �. ►, �- yet: =�' 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: BAT' 4. Contractor' name, address a d ph ne number. 5. Surety: (Payment bond required by owner from contractor, if any) ce Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Nave, addr ss and phone num. -r. 7:4 .`t r• k"'a'b'4 ilmAol 4 42a� 4. ek��+as 444. 1 -0 8. In addition to himself, Owners designates the following person(s) to receive a copy of 713.13(1)(b), Florida Statutes. fie, Name, address end phone number. N raat. FL B3311 9. Expiration date of this Notice of Commencement: .(961)14,10.- &Yet. Roos &At Ft- 33311 - the Lienor's Notice as provided in Section • A-e4 L Skov& goo £t `T 301 S:012- 8 � (the expira4 date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING ORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow :r( Prepared B Print Name .4 - I. Title/Office fce STATE OF FLORID COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this a5 day of By /64141 64/P / .f.% ❑ Individually, or ❑ as 11/0 ®F tzi) S 1"Personally known, or produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 2101 bats wner(s . uthorized Officer /Director/Partner /Manager i, ,b Bbo Prepared By Print Name Title /Office `4 r 11, eutU Ir Gu6 y for 04-4,67/ LtA)/Ves /�y g;, Notary Public - State of Florida •= My Comm. Expires Jun 2, 2015 ' Commission # EE 87341 FOFr`e'S Bonded Through National Notary Assn. ,t-:. v) "C,. v.- - Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By. By B�' t QVE Miami Shores Village AUG 1_Ira Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12 -1273 Job Name: July 20, 2012 Building Critique Sheet 1) Provide approval from Miami Dade Fire See MDC Fire approval stamp on permit set of plans 2) Provide approval from Miami Dade County DERM See MDC DERM approval stamp on permit set of plans Page 1 of 1 3) Provide receipt from Miami Dade County Planning and Zoning for impact fees Not required by MDC 4) Provide a copy of the geotechnical report referred to in the structural plan. See attached geotechnical report produced by Dunkelberger dated August 1, 2012 5) The structural notes require new building to be approved by Miami Dade County. The proposed building does not have Miami Dade approval. Please change note to reference the proper approval from the state. The structural note found on sheet S -1 has been revised to read, "Pre- engineered guardhouse building 7' -11" tall. Guardhouse to be fabricated by Mardan Fabricators of Coral Springs and comply with the Florida Manufactured building act of 1979 construction code." 6) Indicate the elevation of the exterior grade with respect to the proposed finish floor for accessibility. The finish floor elevation will be 2.75" above finished grade of the structural concrete pad. Please see the attached letter from Cannon Design referencing the belief that we do not need to comply with the accessibility code per exception 7 of 201.1.1 Vertical Accessibility, this verse references 203.3 Raised Areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 12 -1273 Job Name: July 20, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 3) Provide receipt from Miami Dade County Planning and Zoning for impact fees. 4) Provide a copy of the geotechnical report referred to in the structural plan. 5) The structural notes require new building to be approved by Miami Dade County. The proposed building does not have Miami dade approval. Please change note to reference the proper approval from the state. 6) Indicate the elevation of the exterior grade with respect to theproposed finish floor for acceesibility. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)756 -8972 Permit NO. CC -7 -12 -1273 Issue Date: Not Issued Expires:Not Issued Folio Number:1121360010160 Owner's Name: BARRY UNIVERSITY Job Address: 11300 2 Avenue Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 7,280.00 Contractor(s) MOSS & ASSOCIATES LLC Phone (954)410 -3250 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 7/17/2012 : Yes Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:QCa — I12 DATE: ®1, cA6f\c er.:4 ijotrtskil Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 1Yean + Address: rg w From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue rmitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175684 Permit Number: CC -7 -12 -1273 Scheduled Inspection Date: September 04, 2012 Inspector: Bruhn, Norman Owner: UNIVERSITY, BARRY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: Slab Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)410 -3250 Building Department Comments INSTALLATION OF A NEW GUARDHOUSE AT NW 115 ST AND NW 1 AVE. APPROVED SITE PLAN WAS PART OF DOMINICAN HALL- PHASE 1 Inspector Comments Passed go g2. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 31, 2012 For Inspections please call: (305)762 -4949 Page 11 of 29 DUNKELBERGE oil Density Test Report Project Name: Project Number: Client Name: Attention: Benincasa & Kolasa Hall Remediation - Barry University FTL -12 -0918 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms.Sherry Werner Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 12 (Sheet 1 of 1) 8/22/2012 R.F. 8/29/2012 Juan Ramirez, E.I. (954) 730-9114 Test No. Probe Depth (in) 1 12 Maximum Dry Density Optimum Moisture Dry Cone Density Resistance' (pct) ( %) 110.9 6.8 (pcf) (tsf) 109.0 Moisture ( %) 6.5 Minimum Percent Required Maximum Compaction Density ( %) ( %) 95 98.3 Test Results Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D1556 FASTMD6938 rASTMD2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily. Standard Count: Density: 2253 Moisture: 593 Elevation/Depth Referenced to: Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Sidewalk Subgrade r NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Final Grading Fill Juan Ramirez, E.I. Staff Engineer No2751 •;PS `* rr/ r1Mill TEPMF E• • WPWS .s ci • G,,� uxrt<. The original ofthis report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This repOAis Confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 12 PR 12 TERMITE PRETREAT SPECIALISTS • 866 -PRE- TREAT 1- 800 - DILIGENT FAX 800 -837 -0311 TermitePretreat.com State License 150612 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION 1 LAWN & ORNAMENTAL CARE 1 TERMITE SERVICES 1 SQUITO ABATEMENT 1 RODENT EXCLUSION & REMOVAL 1 SERVICE ORDER NUMBER r Z 6913 SERVICE DATE TIME it $Th WEATHER CONDITIONS Li ®0 i) DEVELOPMENT NAME (PROJECT) CO TRACTOR' NAME CONTACT PERSON FA Ungi s tiaald t DSS scoc -1 a, -I--as 3-" S STRUC E DDR SS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY i- Aue_ 664rdhko, liqtto NE Zit, AK 11.00); Ywits , 37,40/ / NOTES &.M% k©lotStt sl CONTACT PHONE NUMBER 7-6 TREATMENT TYPE/AREA GI FLOATING Le_Ylvl /ONOLITHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTERS ❑ FRONT ENTRY ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENT TYPE ❑ TAMP & ►" EAT G].'f HEAT ONLY ❑ FINAL ❑ RETREAT ❑ BORA CARE TREATMENT ❑ BAIT STATION PRO CT ASEUNE ❑ PROBUILD TC ❑ DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER •ACTIVE INGREDIENT • .......... .06% ❑ .12% ❑ .25% ❑ .5% ❑ .23% ❑ OTHER GALLONS APPLIED f•• Qs`v® PEST \ , P O R 4 SQUARE FOOTAGE LINEAR FOOTAGE • 11. �•• O E FOOTAGE VERIFIED ❑ NO ❑ MEASURED OR VERIFIED PER PLANS 0 -' READY CONDITIONS MET YES ❑ NO DETAILS SAFETY CONDITIONS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is In accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER Payment Terms: Customer's payment in full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that a ,- of satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be asse -e - Including but not limited to: collection service fee, attorney's fee, finance charges and non - sufficient funds payment e. Customer will be respo g all costs associated with any collection process. p ror r Ar D , - nd est Control, Inc.) /f r Date C atom NHt�/ 11101 111,1 • perty Owner or Agent) DCOAST BIIIMESSASOCLMU NANO a 1 -800- DILIGENT 800Diligent.com Corporate 3100 NW Boca Raton Blvd. I Suite 107 I Boca Raton, Florida 33431 1 800.487.8190 NONDES1GN Washington DC Baltimore Boston Buffalo Calgary Chicago Houston Los Angeles Mumbai New York Phoenix St. Louie San Francisco Shanghaa Toronto Vancouver Victoria August 9, 2012 Norman Bruhn, CBO Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Mr. Norman Bruhn, This letter is in reference to comment 6 of the Permit Critique Sheet issued for 07/20/12 for the guardhouses that are intended to be placed on Barry University's campus (Permit No: 12- 1273). Comment 6 states as follows: 6. Indicate the elevation of the exterior grade with respect to the proposed finish floor for accessibility. It is our belief that these guardhouses will not need to comply with accessibility standards based on exception 7 of 201.1.1 Vertical Accessibility of the 2010 Florida Building Code: Accessibility. This exception references 203.3 Raised Areas which states the following: "Areas raised primarily for purposes of security, life safety, or fire safety, including but not limited to, observation or lookout galleries, prison guard towers, fire towers, or life guard stands shall not be required to comply with these requirements or to be on an accessible route." If you have any further questions or comments please feel free to contact me. Sincerely, Roland Lemke, AIA, LEED AP Principal 1100 Wilson Boulevard Suite 2900 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 www.cannondesign.com DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss and Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Subject: Ms. Sherry Werner Senior Project Manager Foundation Design Recommendations N.W. 2d Avenue Guardhouse Barry University Miami Shores, Florida Project No. FTL -11 -0704 (41.1) Dear Ms. Werner: August 1, 2012 We understand that a new guardhouse is to be constructed along N.W. 211d Avenue at the entrance to the new residence hall and that a recommendation is needed for design of its foundation system. Your structural engineer, Mr. Mark Johnson, P.E. has indicated that the structure will be 6 feet by 8 feet in plan dimensions and 8 feet high. We estimate that the structure will have a gross weight of not more than 25,000 pounds. Subsurface exploration that we have previously conducted for the new residence hall disclosed a stratigraphic profile consisting of 26 feet of mostly loose clean sands overlying a formation of moderately well cemented limestone. Groundwater at the site was typically found at nine feet beneath the existing ground surface. Although the sandy overburden soils are somewhat loose, they should provide satisfactory support to a shallow mat foundation designed for an allowable bearing pressure of 600 pounds per square foot based not less than one foot below the lowest adjacent grade. The upper twelve inches of the subgrade soil on which the foundation rests should be compacted to not less than 95 percent of the ASTM D 1557 maximum dry density prior to placing reinforcing steel and structural concrete for the mat. If the above recommendations are implemented, we estimate that the mat foundation will experience a total settlement of not more than one half inch and negligible differential settlement. oOo Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC 44444 r-ditgalz Juan Ramirez, E.I. Staff Engineer � totireuyss ▪ s , :� •s?C 24S1 �'OyF�s Thom '' ,°IfS OF ; �: .4, Principa '� :inns% R I�.be +per FL Registr+ 7% • 1 1511 ? , � t S tate of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 ECENED AUG X11. STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" CHARLIE CRIST Governor September 30, 2010 Brian Foldy Mardan Fabricators, Inc. 3950 NW 126th Avenue Coral Springs, FL 33065 RE: Manufacturer Certification, ID MFT -211; Expiration Date: November 05, 201 Dear Brian Foldy THOMAS G. PELHAM Secretary It is my pleasure to inform you that Mardan Fabricators, Inc., located at 3950 NW 126th Avenue, Coral Springs, FL 33065, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site - related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain In compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuiidina.oro) for online renewal. If you have questions you may contact me or Leola Baldwin at 850 - 921 -0956 or our FAX at 850 - 414 -8436. Please visit our website at www.floridabuiiding.orq to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc: H. R. H. Inspectors 2555 SHUMARD OAK BOULEVARD ♦ TALLAHASSEE. FL 32399 -2100 850 -488 -8466 (p) • 850 - 921 -0781 ( f ) • We b s i t e: www.dca.state.fl.us • COMMUNITY PLANNING 860•488 -2366 (p) 850 188 3706 (f) • • HOUSING AND COMMUNITY DEVELOPMENT 860-488 -7666 (p) 860-922-6623 (f) • s June 8, 2012 Mardan Fabricators 3950 NW 126th Avenue Coral Springs, FL 33065 ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING RE: Manufacturer: Mardan Fabricators SIN Size & Occupancy: Vista 6080 (Vista Series); 6' -0" x 8' -0 "; Prefabricated Guard Booth; Business HWC Plan #: 2431 -0059F To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2010 Florida Codes and Standards, as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. IS Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. IiILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584 -8151 FAX (727) 585 -3343 / (727) 585 -2392 / . (727) 58740447 Modular Dale laspu6ea Florida Energy Efficiency Code For Building Construction EnergyGauge Summite FtafCom-2010, Effective Date: March 15.2012 — Form 506-2010 Tote t Building Perroniiarice Method for Commercial Buildings PROJECT SUMMARY Short Dem VISTA 6680 treseriplose Guard Booth Owner: hterdrir Add reser: Enter Address here City nter oity here Addresar Enter Addrro herr Sigel Fzelereterte here Zip: 0 Type: OM= Our New Finithr4 build* Jorisdietion: MIAMI SNORES VTLIA(jE. MIAMI-DADE CIOUNri, EL (232640) Conditioned Air®: 414. SF No of Strada; I Perm It NM 0 6/612012 Conallfiresed 41e TraCooditiorred Anse as SI: Ares entered from Press 4SF Max Tonrome 1 If different. write 1w THOMAS J, TWOML',.Y, P.E. Florida Profcs.qional Engineer No. 25,6219 283.1 -A Exchange Court West Paint Beach, Florida 33409 (561) 638-2S'44 ErtorgyErrugo Strits010 Fier'Ccro-2510. SOOtiOn 5064 Caarnpktel Same. Effeetko Daft lath 15, 2012 Pup 1 of .ti Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) System Unmet Hours 60.0 69.0 PASSED 19.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WAFER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- — — An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Corn-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 6/6/2012 Page 2 of 8 I hereby certify Florida Energ I .pertipktot. buifoliing.ls in compliance with Me PLorida Energy EfficianZy Cixtflotida License No. SIVIP-12 If Requited tif Fietide law. i hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code CERTIFICATIONS and spectficaboos covered by this calculation lir • di Approved By JAMES A. LYONS Official: 71-077e7-13uiOng Plans Examiner Avsact. 154./4‘ mieeed Eectricall Designer: Lighting Designer: Mechanical Designer. Reg Nre T1.10MASt 3. 'MONEY. RE. FimcITFIFTo.Pssorml Evgineer No. 256247 2S3 ) -A E Court Reg No; p3itr. Fond i-1 33409 Kg Plumbing Dmignor Reg Ne: (') Sighatife is required where Florida Lew requires design to be performed by registered design professionals. EriamiNGalt9fiUmmil$FM/COM-2010. Seclitm 5064 Compliant Software, Effecihe Date: March 15, 20112 W/2012 Page 3 ef 4 Project: VISTA 6080 Title: Guard Booth Type: Office (WEA File: FL MIAMI_OPA_LOCKA.tm3) Building End Uses Total 1) Proposed 2) Baseline 3.80 5.40 $60 $87 ELECTRICITY(MBtu/kWhl3) 3.80 5.40 1095 1573 $60 $87 AREA LIGHTS 0.20 0.60 52 162 $3 $9 MISC EQUIPMT 0.00 0.00 7 7 so $o SPACE COOL 1.80 2.30 518 673 $28 $37 SPACE HEAT 0.10 0.10 31 39 $2 $2 VENT FANS 1.70 2.40 487 692 $27 $38 Credits Applied: None Passing Criteria = 69 Design (including any credits) = 60 Passing requires Proposed Building cost to be at most 80% of Baseline cost. This Proposed Building is at 69.5% PASSES 6/6/2012 EnergyGauge Summit@ FIa/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 4 of 8 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (WfUnit) or No. of Units (W) (W) (Sgft or ft) None Project: VISTA 6080 Title: Guard Booth Type: Office (WEA File: FL_MIAMI_OPA_LOCKA.tm3) Lighting Controls Compliance Acronym PrOZolSpl Ashrae Description ID Area Design Min Compli- (sq.ft) CP CP ance 16 Office - Open Plan 48 1 PASSES PASSES Project: VISTA 6080 Title: Guard Booth Type: Office (WEA File: FL_MIAMI_OPA_LOCKA.tm3) PrOSyl System 1 System Report Compliance Room Units (Airconditioners No. of Units & Heat pumps) 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Room Airconditioners with 11.40 9.80 Louvered Slides Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume PASSES 1.00 1.00 PASSES 0.80 0.82 PASSES PASSES EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 6/6/2012 Page 5 of 8 Plant Compliance Description Installed Size Design Min Design Min Category No Eff Eff IPLV IPLV Comp liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Reg Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] in .SF.F) None EnergyGauge Summit® FlaICom -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 6/6/2012 Page 6 of 8 Project: VISTA 6080 Title: Guard Booth Type: Office (WEA File: FL NIIAMI_OPA_,LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Report 506.4.2 Input Report Print -Out from EnergyGauge F1aCom attached Operations Manual 303.3.1, Operations manual provided to owner 503.2.9.3, 505.7.4.2 Windows & Doors 502.3.2 Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2; all other products: 0.3 efin/ft2 Joints/Cracks 502.3.3 To be caulked, gasketed, weather- stripped or otherwise sealed Dropped Ceiling Cavity 502.3 Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Efficiency 503.2.3 Minimum efficiencies: Tables 503.2.3(1) -(8) HVAC Controls 503.2.4 Zone controls prevent reheat (exceptions); separate thermostatic control per zone; Ventilation 503.2.5 Outdoor air supply & exhaust ducts shall have dampers that automatically shut when systems or spaces served are not in use. Exhaust air energy recovery required for cooling systems (Exceptions). ADS 503.2.7.5 Duct sizing and Design have been performed HVAC Ducts 503.2.7 Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Table 503.2.7.2. Fan power limitations. Balancing 503.2.9.1 HVAC distribution system(s) tested & balanced. Report in construction documents. Piping Insulation 503.2.8 HAC and service hot water. In accordance with Table 503.2.8. Water Heaters 504 Performance requirements in accordance with Table 504.2. Heat trap required. Swimming Pools 504.7 Vapor - retardant or liquid cover or other means proven to reduce heat loss on heated pools; Time switch (exceptions); readily accessible on/off switch. Motors 505.7.5 Motor efficiency criteria have been met Lighting Controls 505.2, 502.3 Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent Iamps>30W Check 0 0 0 EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 6/6/2012 Page 7 of 8 Project: VISTA 6080 Title: Guard Booth Type: Office (WEA File: FL_MIAMI_OPA LOCKA.tm3) Unmet Hours Report System: PrOSy2 Zone:PrOZol Baseline Building Hours Under Cooled Hours Under Heated Jan 1 Apr 16 Aug 0 Year: 17 0 0 2 2 EnergyGauge Summit@ Fla/Corn-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 6/6/2012 Page 8 of 8 DING DOO LEFT 14,4 ING DOO RIGHT z 0 V TWQ SLIDING DOOR IOHT REA SWING DOOR z v AR CEN WING DOOR it4p DOOR IDE SWING DOOR Of FORWARD LIDING DOO Id FOUR SLIDING DOORS CONSTRUCTION TYPE v -B THESE PRINTS COMPLY WITH THE FLORIDA BUILDING CODE AND ALLOWABLE N0. OF ADHERE TO THE FOLLOWING CRITERIA WING vELOCIT" OCCUPANO' BUSINESS FLOORS 175 (3 SECOND OUST) - EXP. r, FIRE RATING OF EXTERIOR WALLS 0 PLAN N0. ALLOW. FLOOR LOAD 50 P5F MANUFACTURER MARDAN GENERAL NOTES • SIZES VARY FROM 3' -0" x 5' -0" TO 12' -0" x 24' -0" • ALL HANDICAPPED ACCESSIBLE BOOTHS HAVE A MINIMUM 32" CLEAR DOOR OPENING • ALL HANDICAPPED ACCESSIBLE BOOTHS HAVE A MINIMUM 60" DIAMETER TURNING CIRCLE. OR T- DESIGN WITH THE MIN. OF TOE CLEARENCE SPACE AS PERMITTED PER ADA GUIDELINES • FOR BOOTHS WITH SLIDING DOORS ON 1WO FACING SIDES. A BOOTH WITH A MINIMUM OF 48" IN WIDTH MAY BE SUPPLIED, WHICH ALLOWS "TO- AND-THRU- ACCESS" AS WELL AS A 'T -TYPE TURN" • REOUIREM£NTS FOR ACCESS TO RESTROOM FACILITIES IS DETERMINED :' THE OWNER AND LOCAL CODE, AND ARE NOT A PART OF THESE PLANS UNLESS OTHERWISE NOTED RESTRO( AGENCY APPROVAL Tl83@P100S03MPLT WITH TNL P108104 AW49AC 1*Pl 8U80180 AO' OF 1878 oNSIIUCTIB' COD! ANDADMRE TOTM 70µa %NO =MIA CONSETYPE OCCUPANCY AUDAYDtEN0. OF ROODS RISSMGM WALD ROOM DIM t F6ffi ROINGLIA TWO DIRECTIONAL Dates 2 Plan No.02 Lf 3(0s9� Approved By JAMES A. LYONS PROJECT NOTES: 1. COMPLIES WITH FBC 2010 AND ASCE 7 -10. r 2. NEC 2008 ARM ROOR Sri LOAD APIMM OALE 61AIUY ouiiR IOGIIY900T'f NUIPACAN 70111 tie') tegory 2. 3. FLORIDA PRODUCT APPROVAL REFERENCE 9N -3. I 4. RAISED SEALED PLANS AT THIRD PARTY AGENCY PER FL. DBPR. z ^rT5:,t'i . Al VIP -12 . Required employee and public toilet facilities shall di STgtzt srit;, , mate ' than one story above or below and within 500 feet 2. Site installed items list: a. complete foundation system support /tie -down b. romps, stairs, and general access to building, Protections Posts if required. etc. c. electric service hook -up to the building /On -Site 60A Disconnect (Min.). d. See General Notes and Plans for additional requitements. 3. Doors shall be openoble from the egress side without use of a key, tool, special knowledge or effort. Manually operated flush bolts or surface bolts shall note be used. 4. Occupant load is based on 1 person per 100 square feet of floor area. 5. Provisions for exit discharge lighting (including emergency) are the responsibility of the building owner subject to local jurisdiction approval when not shown on the floor plan. support system HC Ramps, Guard IBg165 1el` THOMAS J. TWOMEY, P.E. #28828 2832 EXCHANGE COURT Tel: 881 888 -2844 WEST PALM BEACH, FL 33409 Fax: 881 888 -6882 METRO13E$NOA0L.COM PLAN NO.: MFI 281—VISTA DATE: 2 -14 -12 SCALE: NTS CONFIGURATIONS DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS �Ff CORAL NW SPRINGS, FL E33065. PH. (954) 345 - 01..1.,1. ...DRAINING NO. t 8 F 8-0- r-r 8'-r r-r GENERAL NOTES PORTABLE UIpWG. SYSTEM: Ff0TORY ASSNIE E0 _ w 4 III f REVPIwr ,. /� Y 1 ' /� POR B CONSTRUCTION. .125* EXTRUDED ALUMNUM RAE FRAYS 2' X 2' AND 2' X 4' 3606083. .083' ALUMINUM WALL PANELS. .050• ALUUPI1.M ROOF AND CEILING. ACTUAL BOOTH DtMEN519N5 MAY VARY W LENGTH AND WIDTH WEB 12• PER INOMDUAL SITE REQUIREMENTS. nro,sr uYw�Tm aASs (am a8 enAr «wc ■ .. �I . , b , aaw ,. 2'-S' mam MCA `- , 1' -Y MI WORE: SLIDING DOOR FABRICATED FRGM T25' EXTRUDED ,me AWMWUM IUBE ANO DESIGNED FOR HFAW -DUTY SUSPENSION USE. DOOR SMALL HAVE ALUMINUM TOP MORTISE TRACK WITH LGCK. AROR CARRIERS HEAVY -DUTY MORTLSE IYPE HOOK -BO1.F a.00K. OniYR FULLY WEA7HERyTRIPPEO. BOOTH DOOR CONFIGURA00N MAY VARY; BOOTH MAY BE SUPPUED WITH ONE ONLY DOOR, LOCATED ON EITHER SIDE GLAZING. ALL WINDOW FRAMES PREFIN51MED WHITE GLAZING STOPS. ALL GLAZING TO BE IMPACT- RESISTANT LAMINATED GLASS, (I/4° TEMPERED SAFETY GLASS MAY BE SUBSTITUTED, PROVIDED r-D• f' -Y r-0' 2' -6' W -0 r 2' 8' SIDE ELEVATION -0' GLASS IS PROTECTED WITH APPROVED HURRICANE PROTECTION. SIDE ELEVATION FRONT ELEVATION REAR ELEVATION SUU1M WINDOWS MAY BE S 85 TUTED FOR FRED WINDOWS. WEATHER RESISTANCE AU. METAL JOINTS ARE SEALED AGAINST WEARIER AND WATER INTRUSION. WEATHERSTRIPPING IS PROVIDED FOR ALL DOORS. ELECTRICAL ST1,IEM: UNIT SHALL BE DELIVERED PRE -WIRED AND READY FOR POWER CONNECTION BY OTHERS. ALL WIRING RUN 6'-C' USING THROUGH EMT CONDUIT. ALL ELECTRICAL COMPONENTS TO BE UL LiSTFA AND INSTALLED W AOOROANCE WITH NEC STANDARDS. AGENCY APPROVAL . e-c• FINISH: STANOARO COLOR IS PRETINISHED WHITE. OTHER COLORS OPTIONAL ...04ypj 8BPETIL.: Wu, w1nnit•:OWDA LAM cana We.0 141151M 1ouNlyAr+;.•aE.::LQING c*a:97s Fr �1. a:a°` cww wu.+ m -'— - - i'-6' COPySiRUCrNN+u 30E wN0 tuYHLFL t0 . H © r.— 1 U ' pq.ga °M � ... (mm. wr ANNA w. wA mwvn PO. . mG CRWERA 0 COUNTER COW. TYPE , / OCCUPANCY [J -- © e.vr mx.... mr MS.nu r a I, a...* SA e"etat,.` ,m1O'°"" yr wm nca a•..rm , mp ... sY. w. Mml ,4 li 1, w. 11.12■10a .51 6 7 1 op. oWABLENO. FLOORS __ �I 1 m- ...uar..,.. r-0• r -r _.. RISK CATEGORY O .• `�._mrau ma WIND VELOCITY (5LT1 aom.e rom4u om4 i- ELECTRICAL PLAN FOOTPRINT WALL /ANCHOR IIETAFL 1Na.mA wwm 4 WINOVEWCITV {ASD1 05o21051 RR 505 tom: - FIRE RATING OF PLAN VIEW UT. WAIL --Oo.i o?Y30 PLAN NO. r Ue .04E.0 8006 AVOW FLOOR 57.. ELECTRICAL NOTES �.. ./� �I, NUM u01*I R.. lJtli. WO tENTiR L Qd /� APPROVAL DATE ,>�� IF f MANUFACTURER FLUOR. LRMT O IJOtT SWITCH W/ Ok'LEX RECEPIALYE 'l O DUPLEX RECEPTACLE 7—''''' CWptFJt lRgtRiCAN ZDNEA41 aCtt REtD'1.� '', O 24. 2 -O8E 140W) FLUORESCENT UCHI FIXTURE CDLNG M0UNIEJ W WTUSER TENS • !� x !.. _- ...... /ACRNC .,• ' ® LUAU 68114 - 125 080. 120 /2WY. 1- PHASE, �' tPIPtLt aersPr. D -WIRE. 8 SPACES. NO MA& MUSES 04CLUDEO. �P p N0, L OATS: 6-7 -12 MODEL: VISTA SERIES DRAWN BY: SDG y.3s 1 B 23OV /I4E00515 «a,- MaaaED Rut CONOTXV+ER /IfFArEA f ..... •.. •, .. WAWA .. ... R I i ._.w ...4 `• ' WAWA • s' ;.. ALL. ELECTR.GI C4MPONE515 UL 1.22ED. WIRED NTS REVISED: 1112C. 2150- 11P4 PER NEC SIANWRUS SECTION A —A ' SECTION 3 -8 PREFABRICATED GUARD BOOTH MARDAN FABRICATORS MFl co*- A SPRINGS. Ft. DRAWING N0. SD-1 4 a OPTIONAL ROOF —MOUNT HVAC —� .063 ALUM. FASCIA 1/4" TEMPERED SAFETY GLASS (ALT. :1 /4" POLYCARBONATE (NOTE 3.) SLIDING DOOR TO HAVE 4" DOOR PULL HANDLE Vi/HOOK BOLT LOCK. SEE DWG SHT 6 FOR OTHER REOUIREMEN TS. 14 GA. STEEL FRAME (ALT.: .125" ALUMINUM) 16 GA STEEL WALL PANEL (ALT.: .063" ALUMINUM) SLIDING DOOR } w >M SIDE • ELEVATION 0 SIDE ELEVATION NOTES: (1) 32" MINIMUM DOOR OPENINGS ARE REQUIRED FOR ADA COMPLIANCE BOOTHS. SEE GENERAL NOTES ON DRAWING 1, AND DRAWING 10. (2) OVERHEAD OBSTACLES AND LOW CLEARANCE IN PARKING GARAGES, CANAPIES, ETC. MAY REDUCE THE ROOF —TO— CEILING HEIGHT. REQUIREMENTS ARE REVIEWED PER SITE SPECIFIC PROJECT LOCATION. (3) 7/16" GLAZING IS REQUIRED IN HVHZ ZONES, OR. OPTt0NAL. HURRICANE APPROVED RESISTANCE SHUTTERS. #12 TEK @ 8" Q.C. EXTERIOR WALL PANEL CONSTRUCT WITH TURNED —IN LIP AND ATTACH TO INSIDE FRAME SILICONE CAULK AND SEAL 1 CORNER DETAIL 2 VARIES 3' -0" 12' I- _ j‘ VARIES 0" — 24" MAX.=24" PER ROOF PANEL MFG. OPTIONAL WALL — MOUNTED AIR CONDITIGNER \-2" x 4" OVERFLOW DRAIN SCUPPER ONE (1) EACH FOR ROOFS UP TO 75 S.F. TWO (2) FOR ROOFS 75 —150 S.F. THREE (3) FOR ROOFS OVER 150 S.F. END ELEVATION VARIES 5' -0" '- 24' -0" VARIES UP TO 54" EETWEEN STILES 78" MAX. OVER 2 OPENINGS VARIES VARIES 32" TO 42" UP TO 54" CLEAR OPENING BETWEEN STIL :5 NOTE (1). OPTIONAL LOCKING DRAWER L2 U SLIDING DOOR W /HOOK —BOLT LOCK AND 4" DOOR PULL HANDLE SLIDING DOOR W /HOOK —BOLT LOCK r- 1 STEEL EAR PL. `A�' TYP, PLAN VIEW THOMAS J. TWOMEY, P.E. #20020 2831 EXCHANGE COURT Tel: 861 1388 -2844 WEST PALM BEACH, FL 33409 Fax: 601 886 -5882 METRODESNtRAOL.COM FE. SEE SHT, 4 056386 AGENCY APPROVAL Y1168 PRINTS COMPLY WITH THE ROM MA3MACTUREO WADING .C• OF 3.979 CONSTRUCTION COLE MC .UHEaETOTM COMM F010., Mein:MEM ; OCCUPANCY ALLOWABLE NO. OFEUJORS Id4x=GORY WINDVELOCRY(ULT') w8sD VELOCITY WASM} FIRE RAT8GOf E9LWALL 9.3l''0 04531p HAN NO. AUDWL FLOOR So 'pPlADVN.DAIE 6 •-/-1 MANU cTU R , .R.?®s'niti 19GHVELOCOY / _ _ HUR.CAN ZONE '�✓<!i/.J1J! l PLAN NO.: MFI 281 —VISTA DATE: 2 -14 -12 SCALE: NTS TYP. PLAN & ELEV. DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MAR DAN FABRICATORS 3950 W MF1 CORAALr�SPRINGS. EL E33065 PH. (954) 345 -0111 DRA.wiNC N0. 2 , NOTES: BOOTH'S DESIGNED TO THE FOLLOWING: 1. 2010 FBC AND ASCE 7 -10 2. DL = 10 PSF (ROOF) 3. LL =30PSF 4. ULT WIND LOAD = 175 MPH (3 SECOND GUST) EXPOSURE= 5. IMPORTANCE FACTOR = 1.0 6. ALL UNITS ARE DESIGNED TO MEET OR EXCEED EXP. C AREAS. 7. Enclosure Classification: Enclosed, (GCp:) = +0.18 and —0.18 ALUMINUM FRAMES: ALUMINUM MATERIAL AND ADDITIONAL SPECIFICATIONS: 1. ALL VERTICAL STRUCTURAL MEMBERS AND HORIZONTAL FRAMING MEMBERS ARE COMPOSED OF 6061 T6 ALUMINUM ALLOY EXTRUSIONS. ALL ROOF END ANGLES AND COVERS ARE COMPOSED OF 6063 -T4 OR -T5 ALUMINUM ALLOY EXTRUSIONS. 2. MINIMUM PROFILES WALL THICKNESS IS 118" (IF NOT OTHERWISE SPECIFIED). 3. ALL BOLT FASTENERS PER ASTM A593, MIN. CW1 -100 S.S. OR GRADE 5, A325 BOLTS. 4. ALUM, WELDING PER 5356 OR 5554, FV =17KSI. ALL WELDING SHALL BE PER THE AWS D-1.1 WELDING CODE. FOR 12'x24' BOOTHS TOP MEMBER: STEEL: TS 323x1/8" ALUM: 7S 3x3x1/4" STEEL TUBE FRAMES: STEEL MATERIAL AND ADDITIONAL SPECIFICATIONS: 1. ALL VERTICAL STRUCTURAL MEMBERS AND HORIZONTAL FRAMING MEMBERS, AND CONNECTION ANGLES SHALL BE THE FOLLOWING: Fy=50 KSUFu =85 KSI. ALL STEEL ROOF END ANGLES, CHANNELS AND COVERS SHALL BE MINIMUM. Fy=33 KSI, Fu=40 KSI. 2. MINIMUM PROFILES WALL THICKNESS IS 14 GA (0.0831 (IF NOT OTHERWISE SPECIFIED). 3. ALL BOLT FASTENERS SHALL BE GRADE 5, A325 BOLTS. 4. WELDING ELECTRODES SHALL BE MIN. E60 -)O( ALL WELDING SHALL BE PER THE AWS D-1.1 WELDING CODE FOR 12'x24' BOOTHS TOP MEMBER: STEEL: TS 32321/8" ALUM: TS 3x3x1/4" ADDITIONAL ANCHOR CLIP FOR BOOTHS OVER 6 FEET AND UP TO 12' LOCATIONS OF 3 "x3 "x 1 /4" x 2.50" LONG STEEL /ALUM ANGLE ANCHOR CLIP W/ 9/16" HOLE WELDED TO FRAME — FRAMES WITH 7S 3x3 USES 3 "23 "x1 /4" CLIPS — 2" x 2" x 14 GA. STEEL FRAME (ALT. 1/8" ALUM. TO 150 MPH, 3/16" ALUM. 70 170 MPH). — FRAMES 10'x6' AND ABOVE WILL USE TS 323x14 GA. STEEL TUBES (ALT. 1/8" ALUM.). SIDEWALLS: — VERTICALS AT 4' -0" 0.C. MAX. ENOWALLS: — VERTICALS AT 5' -0" 0.C. MAX. (ADD ONE ADD. VERT. WIDTHS>5 FT) LOCATIONS OF L 3 "x3 "x 1/4" x 2.50" LONG STEEL /ALUM ANGLE ANCHOR CLIP W/ 9/16" HOLE WELDED TO FRAME — FRAMES WITH TS 3x3 USES 3 "x3 "x1/4" CLIPS FRAMING ISOMETRIC ALTERNATE FRAMING: SUBSTITUTE .125" ALUMINUM TUBE FRAME FOR 14 GA. STEEL .FRAME — FPA.1\,1ES ABOVE 10'X6' WILL USE TS 3x3x14 GA. STEEL TUBES (ALT. 3x3x1/8" ALUM.). L r y n 6" x 12" ROUGH —IN ACCESS HOLE CUT —OUT � IN FLOOR (STANDARD LOCATION) _ IL[ LOCATION} 11 J — 2" x 2" x 14 GA. STEEL FRAME (ALT. 1/8" ALUM. TO 150 MPH. 3/16" ALUM. TO 170 MPH). — FRAMES 10'x6' AND ABOVE WILL USE TS 313214 GA. STEEL TUBES (ALT. 1/8" ALUM.). SIDEWALLS: — VERTICALS AT 4' -0" 0.C. MAX. ENDWALLS: — VERTICALS AT 5' -0" 0.C. MAX. (ADD ONE ADD. VERT. WIDTHS >5 FT) 2" x 2" STEEL FRAME OR TS 3x3s ALL H.C. RAMPS TO UNITS WITH FLOORS SHALL BE BY OTHERS \SITE \G.C. CONTRACTOR, OPTIONAL FLOOR FRAMED WITH MIN. 1 /12 SLOPE. W/ 2" x 2" x .125" ALUM. OR 3x3's WELDED FLOOR FRAME THOMAS J. TWOMEY, P.E. #25e28 2831 EXCHANGE COURT Tel: S81 888 -2844 WEST PALM BEACH, FL 33409 Fax: 881 888 -5882 METRODESN8:AOL.COM FOOTPRINT ONE ADDITIONAL ANCHOR CLIP FOR BOOTHS UP TO 12' TWO ADDITIONAL ANCHOR CLIP FOR BOOTHS UP TO 16' THREE ADDITIONAL ANCHOR CUP FOR BOOTHS UP TO 20' THREE ADDITIONAL, ANCHOR CLIPS FOR 24 ft. BOOTHS 1/2" POWERS WEDGE BOLT MINIMUM WITH MIN. 4" EMBEDMENT PER PLANS. PLAN NO.: FI 281 —VISTA DATE: 2 -14 -12 SCALE: NTS FRAME DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS r"--- �� 3950 NW 126TH AVE. CORAL SPRINGS, FL 33065 PH. (954) 345 -0111 DRAWING NO. 3 t 4 0 SECTION 4 ROOF HVAC (AS CLEARANCE ALLOWS) INSULATED ROOF FLUOR. LIGHT (BEYOND) HVAC CONTROLS STEEL OR PL. LAM. COUNTER LOAD CENTER (STD. LOCATION) —ALT. LOCATION. PLACE LOAD CENTER UNDER A REMOVABLE COUNTER TOP ALUM. TREADPLATE FLOOR TUBE FRAME ROUGH —INS (STD. LOCATION) NOTE: ALL SITE MECH, /ELECTRICAL SHALL BE INSTALLED BY A LICENSE MECH. /ELECTRICAL CONTRACTOR AND PER THE 2010 FL MECH CODE AND 2008 NEC CODE. THESE PLANS ARE NOT MEC. /ELEC. DWG'S, THERE ARE ONLY SCHEMATIC LAYOUT PLANS. ONLY. 1/4" x 4" THRU —BOLT W /FENDER WASHER ON ROOF (A) BOLTS; ROOF PANEL BOLT TO FRAME. 1- ROOF PANEL CONSTRUCTION CHART: — BOOTHS: 3' TO B' WIDE: —USE 3 "x0.032" THICK ELITE ROOF PANELS — BOOTHS: 10'+ WIDE: —4 "x0.032 " -2# THICK ELITE ROOF PANELS ROOF LAYOUT: ALL ROOF JOINTS SEALED WITH TREMCO DTMONIC URETHANE CAULK, ELASTOMERIC MEMBRANE, AND R -400 ELASTOMERIC SEALANT (ALL WHITE PRODUC OPTIONAL HVAC ELASTOMERIC WEATHERPROOF COATING WITH MEMBRANE AT ALL SEAMS AND ROOF PENETRATIONS 1/4" THRU —BOLTS FLUOR. LIGHT INT, LIGHT SWITCH DUPLEX RECEPT. COUNTER W /OPT. LOCKING DRAWER DUPLEX RECEPT. RIGID INSULATION (R -12) CONCRETE FOUNDATION (DESIGNED BY OTHERS PER LOCAL CODE) ROUGH —INS (STD. LOCATION) 1/4" x 4` THRU BOLT W /FENDER WASHER ON ROOF (2 PER PANEL END) 24" 0.C. .032 PREFINISHED WHITE STUCCO — EMBOSSED ALUMINUM CEILING BY ELITE ALUMINUM PRODUCTS (FL7561) OR PER CHART: (8) BOLTS: END UNIT ROOF PANEL BOLT TO FRAME. 1/4" x 4° THRU BOLT W /FENDER WASHER ON ROOF (24" 0.C.) �J SECTION 4 1/4" x 4" THRU —BOLT W /FENDER WASHER AT 24" 0.C. 3" INSULATED ROOF PANEL 4" ROOF PANELS FOR 10'+ WIDE UNITS PERIMETER FRAMING BOLT ACCESS HOLE 1 ROOF TIE —DOWN 4 1/4" x 4" THRU —BOLT W /FENDER WASHER 3" INSULATED ROOF PANEL 4" ROOF PANELS FOR 10'+ WIDE UNITS PERIMETER F RAMING ROOF TIE—DOWN 4 THOMAS J. TWOMEY, P.E. (Ott (WEST EXCHANC£ COURT 4ae26 Tel: 681 888 -2844 A BEST PALM BEACH, FL 33408 Fax: 881 888 -8882 METRODESNWAOL.COM INSULATED ROOF (R -17) SLOPE 1/4" PER FOOT SCUPPER PREFIN. WHITE .032" ALUM. CEILING PAINTED INT. WALL LOAD CENTER (STD. LOCATION) —ALT. LOCATION. PLACE LOAD CENTER UNDER A REMOVABLE COUNTER TOP INSTALL FIRE EXTINGUISHER. THE TOP OF THE FE SHALL BE NOT MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOT. OF THE EXT. SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. INSTALL ABC MULTIPURPOSE DRY CHEMICAL EXT. —BY OWNER (mIN.11$144 UL RATED 1A:105:C, OR APPROVEDAGE� i OUI,p F4 LOCAL FIRE MARSHAL). 1/4" ALI E Pdz LA1:Fu F401aAroa (FOR BC��[��p7�/��A�Et`t;b3 iiilsE +urn FLOOR) LcPptfayETaR.`I D4L AND AOMME TOME wu -. vw0 ONTEMA CONST. TYPE OCCUPANCY ALLOWABLE NO. OF FLOORS RISK CATEGORY WIND VELOCITY (ULTJ 61160 VELOCITY (ASO) , FIRE RATING OF EXT. WALL PLAN NR 0131--0kog9 ALLOW. FLOOR LOAD APPROVAL MANUFACTURER MGR vacaTY HURRICAPI ZONE L- 3 -t1L Mott t) MOWN DESIGNED ODES: 1.) NFPA 101 LIFE SAFETY CODE2011. 2.) NFPA 1 UNIFORM FIRECODE2011. 3.) FLORIDA FIRE PREVENTION CODE 2010. PLAN NO.: MFI 281—VISTA DATE: 2 -14 -12 SCALE: NTS SECTIONS DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDA.N FABRICATORS 126TH r�� CORALNSPRINGS. EL E33065 PH. (954) 345 -0111 DRAWING NO. 4 1 4 WEATHERPROOF CAULK, MEMBRANE, AND WEATHERPROOF COATING 1/4" THRU -80LT W /FENDER WASHER 24" O.C. 3" INSULATED ROOF W /PREFINISHED WHITE STUCCO — EMBOSSED .032 ALUMINUM TOP AND BOTTOM (MIN. SLOPE 1/4" PER FOOT) 4" ROOF PANELS FOR 10'+ WIDE UNITS ROOF SECTION STANDARD DETAIL CONTINUOUS 1 -1/2" x 1-1/2" .125 ALUM. TUBE L 1- 1/4 "x1 -1/4 "x.125" ALUM. ANGLE EA. SIDE W/ (2) #12x3/4" TEKS EA. LEG TYP 1 -1/2" x 1 -1/2" .125" ALUM. TUBE t 30 "O.C. 1 -1/2" x 1 -1/2" .125" ALUM. TUBE 30 "O.C. BRACE .063 ALUM. FASCIA 3" INSULATED ROOF (R -19) W/ PREFINISHED WHITE STUCCO — EMBOSSED .032 ALUMINUM TOP AND BOTTOM 4" ROOF PANELS FOR 10'4 WIDE UNITS 2" x 2" x 14 GA. GALV. STEEL TUBE FRAME (ALT.: .125" ALUM. TUBE) — FRAMES OVER 10'X6' WILL USE TS 3X3'S ALUMINUM GLAZING SASH 1/4" (MIN.) TEMPERED SAFETY GLASS (IMPACT — RESISTANT GLASS IF REO'D. FOR wind —borne debris WIND SPEED ZONES IN EXCESS OF 130 MPH) NOTE: 7/16" GLAZING IS REQUIRED IN HVHZ ZONES. OR, OPTIONAL. HURRICANE APPROVED ESISTANCE SHUTTERS. WEATHERPROOF CAULK, MEMBRANE AND WEATHERPROOF COATING AT ALL SEAMS AND ROOF PENETRATIONS 1/4" THRU —BOLT W /FENDER WASHER 24" 0.C. I-- CL 2" x 2" x 14 GA. OALV. STEEL TUBE FRAME (ALT.: .125" ALUM. TUBE) — FRAMES 10'X6'+ WILL USE TS 3X3'S ALUMINUM GLAZING SASH 3" INSULATED ROOF W/ PREFINISHED WHITE STUCCO — EMBOSSED .032 ALUMINUM TOP AND BOTTOM (MIN. SLOPE 1/4" PER FOOT) VARIES 0" — 24" MAX. =24" PER ROOF PANEL MFG. ROOF SECTION W/ OVERHANG — FOR FASCIA OVER 8" HIGH 1/4" (AIN.) TEMPERED SAFETY GLASS (}MPAC1— RESISTANT CLASS IF RE0'0. FOR WIND SPEED ZONES IN EXCESS OF 120 MPH) NOTE: 7/16" GLAZING IS REQUIRED IN I-NHZ ZONES, OR. OPTIONAL, HURRICANE APPROVED ESISTANCE SHUTTERS. CONTINUOUS 1 —1 /2" x 1 -1/2" .125 ALUM. TUBE L 1- 1/4 "x1 -1/4 "x.125" ALUM. ANGLE EA. SIDE 8/ (2) #12x3/4" TEKS EA. LEG TYP. 1 -1/2" x 1 -1/2" .125" ALUM. TUBE CO 30 "0.C. 1 -1/2" x 1 -1/2" .125" ALUM. TUBE f9 30 "0.C. BRACE 3" INSULATED ROOF W /PREFINISHED WHITE STUCCO— EMBOSSED .032 ALUMINUM TOP AND BOTTOM (MIN. SLOPE 1/4" PER 5007) 4" ROOF PANELS FOR 10'+ WIDE UNITS ROOF SECTION FOR FASCIA OVER 8" HIGH ALL ROOF JOINTS SEALED WITH TREMCO DYMONtC URETHANE CAULK, ELASTOMERIC MEMBRANE, AND 9 -400 ELASTOMERIC SEALANT (ALL WHITE PRODUCTS) THO J. TWOMEY, RE #288215 2831 EXC - GE COURT TeI: 581 888 -2844 REST PALM BEACH. FL 33409 Fae: 881 686 -8862 METRO DESNOAOL. CO DI 0 a 0 LISTING AGENCY APPROVAL THESE PRINTS WW1! w1TA THEP30ROA AKNUFACTUREC MAIMS G 4c. of 397s CONStAUCTRIN Coat AND ADHERE t0 THE TOT . ANG CRITERIA CONSL TYPE OCCUPANCY ALLOWABLE NO. OF FLOORS RESR CATEGORY y/-l/ WNW VELOCITY 111171 WRIWVEtOCITYiaso} / ERIE RATTING OF (� EXT. WALL � 3/ oo(ri12 ALLOW. FLOOR LOAD APPROVAL DATE k...(j -" /Z VELOh1YR (141 HUMAN ZONE ZONE f`TS° 2" x 2" x 14 GA. CALL', STEEL TUBE FRAME (ALT.: .125:7 ALI/M. TUBE) '• 1: u — FRAMES OVER 10'x6' WilIrkasi/SE TS 3x3's ALUMINUM GLAZING SASH 1/4" (MIN.) TEMPERED SAFETY GLASS (IMPACT — RESISTANT GLASS IF REO'D. FOR wind —borne debris WIND SPEED ZONES IN EXCESS OF 130 MPH) NOTE: 7/16" GLAZING IS REQUIRED IN HVHZ ZONES. OR, OPTIONAL, HURRICANE APPROVED ESISTANCE SHUTTERS. PLAN NO.: MFI 281-VISTA DATE: 2-14-12 SCALE: NTS ROOF & FASCIA DETAIL DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH I r/ f 3950 NW 12 AVE. ..ORAL SPRINGS6TH , FL 33065 PH. (954) 345 -0111 MAR DAN FABRICATORS DRAWING NO. 5 4 A 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" ANODIZED ALUM. GLAZING SASH WD. PER PROJECT ROD. TO 42" .1. NOTE (1). T„,,,,--■ 1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASS REVD FOR wind -borne debris wind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" COMPOSITE INEILL PANEL 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" DOOR ELEVATION ALL H.C. RAMPS ARE BY OTHERS /SITE G.C. AT 1.17 MAX. LiPE M N 0 EEL HANGER LEVER HANDLE WITH KEY LOCK FOR SWING DOORS _- SUDING DOOR TO HAVE 4" DOOR PULL HANDLE W /HOOK BOLT LOCK .053" ALUM. SHEET 1" RIGID INSULATION .187" RIGID BOARD .050" ALUM. SHEET .125" ALUM. TUBE .25" ALUM. TREAOPLATE 2" x 4" REC TUBE SLIDING DOOR/ FLOOR DETAIL FOR BOOTHS WITH RAISED FLOOR 1 1/2" NOTES: (1) 32" MINIMUM DOOR OPENINGS ARE REQUIRED FOR ADA COMPLIANCE BOOTHS. SEE GENERAL NOTES ON DRAWING 1. AND DRAWING 10. (2)1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASS REO'D FOR wind -borne debris hind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) (3) 7/15" GLAZING IS RECUIRED IN HVHZ ZONES, OR, OPTIONAL, HURRICANE APPROVED RESISTANCE SHUTTERS. DOOR SIDE. ELEVATION .063" ALUM. SHEET 1" RIGID INSULATION .187" RIGID BOARD .050" ALUM. SHEET .125" ALUM. TUBE THRESHOLD SLIDING DOOR/ FLOOR DETAIL FOR BOOTHS WITHOUT RAISED FLOOR THOMAS J. TWOMEY, P.E #28820 2831 EXCHANGE COURT Telt 561 888 -2844 WEST PALM REACH. FL 33409 Fax: 961 888 -8882 METRODESN44A0 L.COM US: .VG AGENCY APPROVAL TRESS PRINTSCUMP1f WAX THE FLORIDA MAMIPACTUMP 22.09.2 ACT OF 1979 CONSTRUCtIO2 COOS AND ADMIRE TO THE FOL ...:aG CRITEFtA CONST,TYPE OCCUPANCY ALLOWABLE NO. OP FLOORS RISK CATEGORY WIN0 VELOCITY WO, WIND VELOCITY (ASD1 PIKE RATING OF EXT. WALL „01429. 3/40 59 PLAN NO. V ALLOW. FLOOR 5 <3 WAD APPROVALOATE (.y�..i` Z LAANUFACTUIBR NIGH VELOCITY N f1 HURRICAN ZONE i "� PLAN NO.: MFI 281-VISTA DATE: 2 -14 -12 SCALE: NTS SLIDING DOOR REVISED: DEF DRAWN BY: RF PREFABRICATED ATTENDANT BOOTH eeWl COR0ALNJ4PRINGS, ELE33065 PH. (954) 345 -0111 tv1A,P,DAN FABRICATORS DRAWING NO. 6 ✓ � � NEOPRENE DOOR SWEEP ALUMINUM GLAZING SASH GLAZING SLIDING DOORS TO HAVE GRAB HANDLE BOTH SIDES RECEIVING CHANNEL • WELD, SILICONE / CAULD AND SEAL ALL AREAS 1/4" x 4" THRU BOLT W /FEPIDER WASHER ON ROOF (24" 0.C.) CEILING LINE BOOTH EXTERIOR WALL ■W$ 1r-1r 4, A. 1 PLAN VIEW APPLY BUTAL SEALANT AT BOLT HOLE SILICONE C STEEL HANGER T STEEL HANGER & WHEEL ASSEMBLY 1.5" x 3" x .125" ALUM. TUBE L16flNG AGENCY APPROVAL 3181PRINTSCOMPLY WDN nit FLORWA }ACTUp®MRLONG ACTOf 1979 CONSTRUO,ON CAL AND ADM =YOTRK 904 .. 4,4 CRR9RM CONSGTYPE OCCUPANCY ALLOWABLE NO. 1 OP ROGID MU ammo '7 S wMDVELOCRIYtUR) t ,{, w9oDVELOOtY(AsBI • / 5 4" HIM RPHNG fa' WALL > 3 .-oo 5-9P PLAN N0. [ 4/ ALLOW FRAOR LOAD D SEACP' MAN98ACWRER RACK P9Cd9VEtOCIfY , , HUR�CAN zoNE ALUM. GLAZING SASH GLAZING UPPER SECTION CALCULATION Of a: A.) 10 %W = 0.1X14.33 =1.4 FT (SMALLEST) B.) 0.4h= 0.4x8.17 =3.2 FT OR C.) 0.04W=.04x28.17=1.1 FT. OR D.) 3' ROOF: ZONE 1: +18.90 / —46.50 PSF ZONE 2: +18.90 / —78.00 PSF ZONE 3: +18.90 / —117.4 PSF WALL: ZONE 4: +46.50 / —50.40 PSF ZONE 5: +46.50 / —62.30 PSF FRAME, COMPOMENTS, AND CLADDING WIND PRESSURE DESIGN /ANALYSIS 2. THOMAS J. TWO [f/MEY, P.E #20628 2831 EXCHANGE COURT Tel: 581 888 -2844 WEST PALM BEACH, FL 33409 Fax: 681 888 -6882 ME'°ROGESN8AOL.COM PLAN NO.: MFI 281 -VISTA DATE: 5 -18 -12 SCALE: NTS DRAWN BY: RF SLIDING DOOR PLAN REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS MFI CORALS SPRINGS. EL E33065 PH. (954) 345 -0111 DRAWING NO. 7 1.75" x 4" EXTRUDED ALUM. TUBE ANODIZED ALUM. GLAZING SASH WD. PER PROJECT ROD. TO 42" NOTE (1). 1/4" TEMPERED SAFETY GLASS (IMPACT RESISTANT GLASS IF REO'D FOR WIND SPEED ZONES 120 MPH AND IN EXCESS OF 120 MPH) (NOTE 2.) 1.75" x 4" EXTRUDED ALUM. TUBE COMPOSITE INFILL PANEL / 1.75" x 4" EXTRUDED ALUM. TUBE 1.75" x 4" EXTRUDED ALUM. TUBE RAMP. BY OTHERS. 1:12 MAX. 0 0 DOOR ELEVATION .063" ALUM. SHEET 1" RIGID INSULATION .187" RIGID BOARD .050° ALUM. SHEET 125" ALUM. TUBE .125" ALUM. TREADPLATE 4" EXT. GRADE PLWD. LEVER HANDLE WITH KEY LOCK FOR SWING DOORS 2" x 4" REC TUBE SWING DOOR/ FLOOR DETAIL FOR BOOTHS WITH RAISED FLOOR ANGLE DOOR STOP LEVER HANDLE WITH KEY LOCK ALUMINUM GLAZING SASH GLAZING HINGE 2" x 4" TUBE DOOR STILE BOOTH EXTERIOR WALL PLAN VIEW .063" ALUM. SHEET 1" RIGID INSULATION .187" RIGID BOARD .050" ALUM. SHEET .125 "•ALUM. TUBE THRESHOLD NOTES: (1) 32" MINIMUM DOOR OPENINGS ARE REQUIRED FOR ADA COMPLIANCE BOOTHS. SEE GENERAL NOTES ON DRAWING 1. AND DRAWING 10. (2)1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT R I T REO'D FOR wind-borne debris wind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) (3) 7/16". GLAZING IS REQUIRED IN HVHZ ZONES. .OR, OPTIONAL. HURRICANE APPROVED RESISTANCE "SHUTTERS., 4 i i I � 1 i • ! I LS, I I e ao SWING DOOR/ FLOOR DETAIL FOR BOOTHS WITHOUT RAISED FLOOR THOMAS J. TWOMEY, PE #28820 2831 EXCHANGE COURT Tel: 581 888 -2844 WEST PALM BEACH. F. 33408 Fax: 581 686 -8882 METRODESNOAOL.COM i { i 5 a g., t1 a 2>E W ga 9 g 3 g 8 > a PLAN NO.: MFI 281 -VISTA DATE: 2 -14 -12 SCALE: NTS DRAWN BY: RF SWING DOOR PLAN REVISED: DEF PREFABRICATED ATTENDANT BOOTH MAR DAN FABRICATORS 3950 NW 126TH AVE. DRAWING NO. CORAL SPRINGS, FL 33065 PH. (954)345- 0111 8 1' 0.050" GALV. STEEL PANEL (ALT.: .063" ALUM.) WALL PANEL 1/4" PLY BACKER BOARD ALUM. TREADPLATE FLOOR (OPTIONAL) 2" x 2" x 14 GA. GALV. STEEL TUBE FRAME (ALT.: '° .125 ALUM. TUBE) ALL JOINTS WELDED USE 3 "x3" TUBING FOR 3" FRAMED WALLS 1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASS REO'0 FOR wind -borne debris wind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) 7/16" GLAZING IS REQUIRED IN HVHZ ZONES. OR, OPTIONAL. HURRICANE APPROVED RESISTANCE SHUTTERS. SILICON CAULK AND SEAL ALL AREAS AND EXTERIOR PANEL WALLS #12X1" TEK AT 8" 0.C. ALL AROUND #1221" TEKS AT 8" 0.C. USED FOR HIGH IMPACT RESISTANCE GLASS. 2" x 2" 14 GA, GALV. WELDED STEEL TUBE FRAME (ALT. TS 2x1/8" ALUM. TUBE) -ALL FRAME BOOTHS 10'x6' AND OVER USE TS 3x3x14 GA. WELDED STEEL TUBE FRAME (ALT. 3"x1 /8" ALUM TUBE) 1 -3/4" EPDXY RIGID INSULATION (R -12) MIN. FOR 2" WALLS. 2 -3/4" EPDXY RIGID INSULATION (R -17) MIN. FOR 3" WALLS. USE THERMAL BARRIER 80. TSX -8500 WITH ALUM. REFLECTIVE COVER BY POLYISO OR APPROVED EOUAL. 16 GA. GALV. STEEL (ALT.: .063" ALUM.) WALL PANEL (4) #12 x 1" TEKS OR WELD CLIP TO FRAME L 3" x 3 "x 1 /4" STEEL X 2.5" LONG ANCHOR CLIP ANGLE 1/2" POWERS WEDGE BOLT MINIMUM WITH MIN. 4" EMBEDMENT PER PLANS. WALL SECTION W/ FLOOR FOR VERTICAL ACCESSIBILITY, PROVIDE RAMP W/ 1:12 SLOPE OR DELETE FLOOR GLAZING ALUM. GLAZING SASH N 0.050" GALV. STEEL PANEL (ALT.: .063" ALUM.) WALL PANEL 1/4" PLY BACKER BOARD CONCRETE SERVES AS FINISHED FLOOR 1/4" TEMPERED SAFETY CLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASS REQ.() FOR wind -borne debris wind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) 7/16" GLAZING; IS REQUIRED IN HVHZ ZONES. OR, OPTIONAL. HURRICANE APPROVED RESISTANCE SHUTTERS. SILICON CAULK AND SEAL ALL AREAS AND EXTERIOR PANEL WALLS #12X1" TEK AT 8" 0.C. ALL AROUND 112x1" TEKS AT 8" 0.C. USED FOR HIGH IMPACT RESISTANCE GLASS. 2" x 2" 14 GA. GALV. WELDED STEEL TUBE FRAME (ALT. TS 2x1/8" ALUM. TUBE) -ALL FRAME BOOTHS 10'x6' AND OVER USE TS 3x3x14 GA. WELDED STEEL TUBE FRAME (ALT. 3 "x1 /8" ALUM TUBE) 1 -3/4" EPDXY RIGID INSULATION (R -12) MIN. FOR 2" WALLS. 2 -3/4" EPDXY RIGID INSULATION (R -17) MIN. FOR 3" WALLS. USE THERMAL BARRIER BD. TSX -8500 WITH ALUM. REFLECTIVE COVER BY POLYISO OR APPROVED EQUAL. 16 GA. GALV. STEEL (ALT.: .063" ALUM.) WALL PANEL (4) #12 x 1" TEKS OR WELD CLIP TO FRAME L 3" x 3 "x 1/4" STEEL X 2.5" LONG ANCHOR CUP ANGLE 1/2" POWERS WEDGE BOLT MINIMUM WITH MIN, 4" EMBEDMENT PER PLANS. WALL SECTION W/O FLOOR PLAN NO.: MFI 281-VISTA DATE: 5 -18 -12 DRAWN BY: RF WALL/FLOOR SECTION REVISED: DEF #23898 2831 EXCHANGE COURT Tel: 581 888 -2844 WEST PALM BEACH. FL 33409 Fax: 681 888 -5882 METRODESN 44AOL.COM PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS 3950 NW 126TH AVE. CORAL SPRINGS, FL 33065 PH. (954) 345 -0111 DRAWING N0. 9 STANDARD CONFIGURATIONS RESTROOM EQUIPPED BOOTHS GENERAL NOTES 1. STANDARD BOOTH SIZES VARY FROM 5' x 10' TO 10' x 20%, EXCAPT FOR ADA BOOTHS AS SHOWN. 2. DOOR AND WINDOW SIZE AND LOCATION VARY DEPENDING ON BOOTH SIZE AND CUSTOMER PREFERENCE. 3. MINIMUM DOOR CLEAR OPENING WIDTH IS 32 ". 4. WINDOWS AVAILABLE IN STANDARD SIZES VARYING FROM 30" TO 42" HIGH AND 6" TO 48" WIDE. 5. ALL BOOTHS AVAILABLE WITH TWO DOORS (NOT SHOWN). SIZE, LOCATION, AND DETAILS ARE A MIRROR IMAGE OF THE SINGLE DOOR APPLICATION. 6. RESTROOM AREAS INCLUDE 100 CFM (MIN.) EXHAUST FAN. NOTES: 2010 FBC- PLUMBING: 1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WHEN NOT SHOWN ON FLCOR PLAN. 2. TOILETS SHALL BE ELONGATED WITH NON - ABSORBENT FRONT SEATS. 3. RESTROOM WALLS 51 -1ALL BE COVERED WITH NON - ABSORBENT MATERIAL TO A MINIMUM OF 48" A.F.F. 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. 5. DWv SYSTEM SHALL BE EITHER ABS OR PVC IPS SCHEDULE 40. 6. WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC OR COPPER. THE POLYBUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LIMITATIONS AND WRITTEN INSTRUCTIONS. 7. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED. 8. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. WATER SERVICE PIPING SHALL NOT BE LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED FERROUS PIPING. OR 3/4 INCH INSIDE DIAMETER FOR COPPER, OR APPROVED NON - CORROSIVE PIPE. 10. LAVATORIES OF PUBUC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF 0.5 GPM. OR BE EQUIPPED 61TH SELF - CLOSING VALVES (UNLESS DESIGNED FOR THOSE WITH PHYSICAL DISABILITIES). THE MAXIMUM WATER TEMPERATURE SHALL = 110' F 11. ALL ON -SIDE PLUMBINr / I-ECH41 INSTALLAT 14.5FHALL =E A ICE 12. THESE PCL Ii�� $ E�1S: PLANAt� t 0 vNL't �C 1 3 . ALLg.1 /�L M s ; REIJI A i 1 DWV LAV --- 3/8" 3/8° WC 1" INLET (CONNECT TO ExISTING) SUPPLY ACCESSIBILITY NOTES .2010 ADA/ ANSI A117.1/ FACBC 2012 1. THE INTERNATIONAL SYMBOL OF ACCESSIBLITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES. 2. CONTROLS. DISPENSERS, RECEPTACLES. AND OTHER OPERABLE EOUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH AND 54 INCHES FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOVNTED N0 LESS THAN 15 INCHES ABOVE THE FLOOR. 3• DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (I.E. LEVER OPERATED, PUSH TYPE OR U- SHAPED) MOUNTED NO HIGHER THAN 48 1NCHES ABOVE THE FLOOR. 4, ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MIN. WHEN LOCATED BEHIND THE WATER CLOSET AND 42 INCHES MIN. WHEN LOCATED ALONG THE SIDE OF THE WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM 1HE FLOOR TO THE TOP OF THE RAIL WITH 0.5 INCHES MAXIMUM VARIATION. 5• ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS MOUNTED AT 17 INCHES MAX. A.F.F. 6. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 7. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH. 30 INCHES WIDE. AND 19 INCHES DEEP UNDER THE SINK. THE SINK DEPTH SHALL BE 16.5 INCHES MAXIMUM. 8. DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSTALLATION OR PROTECTION MATERIALS MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 9. ACCESSIBLE LAVATORIES AN SINKS SHALL HAVE ACCESSIBLE FAUCETS (I.E. LEVER OPERATED. PUSH TYPE. ELECTRONICALLY CONTROLLED). 10. WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. 11. CRAB BARS REOU4REO FOR ACCESSIBILITY SHALL BE 1.25 INCHES TO 1.5 INCHES IN DIAMETER WITH 1.5 INCHES CLEAR SPACE BETWEEN THE 8AR AND THE WALL. 701LET S7ALL DOORS SHALL BE SELF - CLOSING TYPE. A T SPENSE SHALL BE LOCATED ADJACENT TO ALL AC'ES.IBLE ATORIES. 6' -8" MINI. VARIES FROM 14' -5" THRU 20' CHASE AREA 1' -8" MAX, COUNTER WIDTH (OPEN UNDERNEATH) VARIES FROM 6' THRU 12' 2 MIN. CLEAR OPENING COMPLIANT TYPE I SCALE: NTS VARIES FROM 14' -5" THRU 20' ADA CO ANT TYPE Il PLAN NO.: MFI 281-VISTA DATE: 2 -14 -12 DRAWN BY: RF /k SCALE: NTS RESTROOM BOOTH G`IL REVISED: DEF THOMAS J. TWOMEY, P.E. PREFABRICATED ATTENDANT BOOTH WEST PALM BEACH, 11. 33409 Fax: 801 6ee -8#2BO28 MAROAN FABRICATORS 2831 EXCHANGE COURT Tot: 661 686 -2844 3950 NW 126TH AVE. 862 CORAL SPRINGS, FL 33065 1 IETRODESN @AOC.0032 PH. (954) 345 -0111 DRAWING NO. 10 :T\45 5 r 846 0A- GdA41.1‘ - 'rtS}'coo Mr kkfze. ctc&CA.11/4.c.C. s-avn Vvr V \OoC Q ■ P.T. 2 x 4 WOOD FRAME 1.5" x 1.5" x .125" CONTINUOUS ALUM. ANGLE 1.5" x 1.5" x .125" CONTINUOUS ALUM. ANGLE EXT. WALL INSULATION 1.5 "x 1.5 "x.125" CONnINUOUS ALUM. ANGLE W/ 410 SCREWS 0 8" 0.0. SEAL W/ W.P. SILICONE CAULK WALL — MOUNTED AIR CONDITIONER METAL BRACKET AS REO.D. TOP OF FOUNDATION A/C INSTALLATION DETAIL WALL —MOUNT A/C UsnNG AGENCY APPROVAL 111231141961 COMPLY YAT636 BOPMA MAMSAMAID WARMS Al 081979 501611610106 CCM AND AMORITOT911 II6 UC710RCCDEAN2Ap16R67O71Q Fax,At+BCRrtsxu COHSE TYPE occup8NcY ALLOWABLE BO. OF FLOORS RISK C CATEGORY__ wulUVaoor/(AS► - wR�mvaoa7rtASO) FIRE R/01GOF aQ NNW. PLAN 910. ALLOW FLOOR 570 LOAD APPFAVAL DAM MANUFACtURER HIEN MOOT! AaNaffi1 PLAN NO.: MFI 281—VISTA 1/113/12- DATE: 2 -14 -12 ' A/C INSTALLATION DRAWN BY: RF SCALE: NTS DETAIL REVISED: DEF THOMAS J. TWOMEY, P.E. #28826 831 EXCHANGE COURT Tel: 561 888 -2844 'WEST PALM BEACH. Fl. 33409 Fax: 881 880 -5882 METROOESN4PAOL.COM PREFABRICATED ATTENDANT BOOTH KTFI MIARDAN FABRICATORS 3950 NW 126TH AVE. CORAL SPRINGS. FL 33065 PH. (954) 345 -0111 DRAWING NO. 11 GENERAL NOTES: 2010 FBC AND 2011 NFPA 101 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 2. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 4. FLOOR DESIGNED LIVE LOAD: 50 PSF 5. MAXIMUM WIND SPEED: 170 MPH -EXP. C. 6. SEISMIC PERFORMANCE CATEGORY: A 7. OCCUPANCY IS: BUSINESS 8. OCCUPANT LOAD IS BASED 0'J { P Q1t4 RED 1QI SQ{JAj2E j FEE 1j >'F FLOOR AREA FOR MEANS GRES 9. CONTRUCTION IS -0V-B. E ELECTRICAL NOTES: 2008 NEC 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. LIGHT FIXTURES SHALL BE SURFACE - MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE - MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA AS DEFINED BY NEC 410 -8(a). 3. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 4. PRIOR TO THE ENERGIZING OF THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110 -9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 5. THE MAIN ELECTRICAL PANELS AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. GROUNDING AND BONDING OF THE COMPLETE ELECTRICAL SYSTEM is PREFORMED ON SITE. 6. ALL SUPPLIED MIN. ELECTRICAL AS REQUESTED BY THE CLIENT SHALL MEET AND OR EXCEED THE NEC CODE. ALL REFERENCE TO THE ELECTRICAL RISER DIAGRAM SHALL BE INSTALLED PER THE NEC, AND ALL SITE ELECTRICAL INSTALLATIONS SHALL BE MADE BY A LICENSE ELECTRICAL CONTRACTOR AND SHALL MEET AND OR EXCEED THE NEC CODE. AND ALL LOCAL CODES. 7. ALL ON -SIDE MEP INSTALLATIONS SHALL BE MADE BY A LICENSE CONTRACTOR. 8. THESE PLANS ARE SCHEMATIC PLAN LAYOUTS, OULY, AND ARE NOT MEP PLANS, ONLY A SCHEMATIC LAYOUTS. ANY AND ALL REQUIRED SITE MEP DRAWINGS ARE BY OTHERS AND ARE NOT APART OF THESE PLANS, THESE PLANS ONLY SHOW REPRESENTATIONS, ONLY, SITE INSTALLED NOTES NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE - DOWN SYSTEM. 2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING FOUNTAIN, BUILDING DRAINS, CLEAN -OUTS AND HOOK -UP TO PLUMBING SYSTEM. 5. ELECTRICAL SERVICE HOOK -UP (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAIN ELECTRICAL PANELS AND SUB - FEEDERS. 7. CONNECTION OF ELECTRICAL CONDUITS CROSSING OVER MODULE MATING LINE(S) - (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES - (MULTI-UNITS ONLY). FOUNDATION IN. ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT DETAILS AND SPECIFICATIONS. THE ARCHITECT/ ENGINEER OF THE BUILDING PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS, THE ARCHITECT/ ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTIAL PERFORMANCE OF' THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. FOUNDATIONS THAT ARE ENGINEERED BY OTHERS, AS A STARTING POINT, SHOULD BE ENGINEERED FOR THE ULTIMATE SHEAR /TENSION /PULL -OUT LOAD OF THE ANCHORS, AND SHOULD CONTACT THE ENGINEER FOR INFORMATION. Protection of Glazed Openings Wind —borne Debris Regions 1. impact — resistant glazing SHLL BE USED 2831 EXCHANGE COURT Tel: B61 868-2844 HEST PALM BEACH, FL 38408 Fax: 881 688 -8882 METRODESN @AOL.COb1 PLAN NO.: MFI 281 —VISTA DATE: 2 -14 -12 SCALE: NTS NOTES DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH KVIFI MARDAN FABRICATORS 3950 NW 126TH AVE. CORAL SPRINGS. FL 33065 PH. (954) 345 -0111 GPAWING NO. 12 RED, OREEN LANE LICHT OPTIONAL LICHT 4 SWITCH/IN I. LIGHT ,t \ SWITCH /SIGNS 48" FLUOR. LIGItT (40W BULB) DUPLEX RECEPT. ABOVE COUNTER DUPLEX RECEPT. UNDER COUNTER LOAD CENTER 0 LISTING TYPICAL STYLE BY MFG A TNEMPRINTE COMPLY VATHHOROIMIA SC- EMATIC ELEC. LAYS m THIS PLANS REPRESENTS A SCHEMATIC LAYOUT ONLY, AND IS NOT AN ELEC. ENGINEERED DRAWING, LAYOUY UllfgrrePt occumtcx ALLOWABLE NO. SCALE. NTS ELEC. SCHEMATIC LAYOUT =3„,Y WIND VELOCITY (Lg71 LOAD CENTER — 60A MLO, 120/240V, 1— PHftiEYELOCTTY too) 3— WIRE, 3 SPACES. FLUSH MOUNTED IN RRERAYLNGLH< ELECTRICAL CABINET. NO MAIN BREAKER INCLRSD ( �y1 /1} (10>5q,; PLAN No ALLOW FLOOR LOAD APPROVAL INCrE 48" 1 —TUBE (40W) FLUORESCENT LIGHT FIxTM# EEER CEILING MOUNTED W /ACRYLIC DIFFUSER LENS' vita WALL — MOUNTED 120V/230V -16A, 12,100 BTUI417r1M1DMONER 3,500 WATT BUILT —IN HEATER. minimum SEER rating= 70.0 20 AMP. 120V SINGLE POLE LIGHT SWITCH 20 AMP. 120V DUPLEX OUTLET IVI rA 6-9 230V ELEC. RECEPTACLE 8p8FffiL ALL "ON SITE" ELECTRICAL SHALL BE INSTALLED PER THE NEC AND BY AN ELECTRICAL LICENSE CONTRACTOR. ALL ELECTRICAL COMPONENTS UL LISTED, WIRED PER 2008 NEC SUGGESTED POWER SUPPLY: 60A ML0,120/240V,1 PHASE OUTSIDE LIGHT WATTAGE = 120 WATTS. ELECTRICAL SYSTEM: UNIT SHALL BE DELIVERED PRE— WIRED AND READY FOR POWER CONNECTION BY OTHERS. ALL WIRING RUN THROUGH EMT CONDUIT. ALL ELECTRICAL COMPONENTS TO BE UL LISTED AND INSTALLED IN ACORDANCE WITH 2008 NEC STANDARDS. BATHROOM SPACE ADDITIONS WILL CONTAIN AN ADDITIONAL LIGHT FIXTURE #4 WITH A WITH AN ADDED WALL SWITCH ON CIRCUIT ALL WIRING \CONDUCTORS ARE MIN. #12 CU WIRE, 75 DEG. C RATED, U.O.N., OR PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. BONDING OF ELECTRICAL SYSTEM SHALL BE IN ACCORDANCE WITH PAGE MS 2.2 OF THE QA MANUAL. INSTALL FIRE EXTINGUISHER. THE TOP OF THE FE SHALL BE NOT MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOT. OF THE EXT. SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. INSTALL ABC MULTIPURPOSE DRY CHEMICAL EXT. —FE BY OWNER (USE MAXOUT MX250R, 2.5 #, UL RATED 1A:10B:C WITH 9' -15' DISCHARGE RANGE OR APPROVED EQUAL). PRELIM, TYPICAL LOAD SCHEDULE (BY MFG) ELECTRICAL DATA 120/240V, 1 PH., 30A PANEL PNL OFFICE SINGLE PANEL E PANEL TYPE SQUARE D, OR EQUAL MAINS M.L.0.,60 A. DOUBLE PANEL ❑ MOUNTING SURFACE MOUNT AIC RATING COMMON COVER ❑ IDENTIFICATION "4" AMPS LOAD "B" AMPS LOAD AMPS TRIP C.B. POLES C4R. NO PHASES A B CIR. NO. POLES AMPS TRIP C.B. "A" AMPS LOAD 2 j��X //��/ "B" AMPS LOAD 3 IDENTIFICATION RECEPTICLES LIGHTS WALL AC 16 /�j� 20 2 1 2 1 20 »» „" WX, 16 -- 3 4 1 20 SPARE //� 20 1 5 6 1 20 2 RECEPTICLES / / /� 1 7 8 1 /�� / / TOTAL AMPS 16 16 TOTAL AMPS A PHASE 20 TOTAL AMPS B PHASE 19 MAX. CONNECTED PHASE AMPS TOTAL CONNECTED KVA J. TWO P.E. #26026 2831 EY¢RANGE COURT Tel: 881 888 -2844 WEST PALM BEACH, FL 33408 Fax: 581 688-6662 METRODESNWAOL.COM 4 20 2.4 TOTAL AMPS PLAN NO.: MFI 281—VISTA DATE: 2 -14 -12 SCALE: NTS NOTES DRAWN BY: RE REVISED: DEF PREFABRICATED ATTENDANT BOOTH I IY1F"1 MARGAI`I FABR.ICATOF,S 3950 NW 126TH AVE. CORAL SPRINGS, FL 33065 PH. (954) 345 -0111 DRAWING NO. 12.1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178002 Permit Number: ELC -7 -12 -1319 Scheduled Inspection Date: September 04, 2012 Inspector: Devaney, Michael Owner: UNIVERSITY, BARRY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: C DAVIS ELECTRIC COMPANY, INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 Phone: (954)432 -4334 Building Department Comments INSTALLATION OF A NEW GUARDHOUSE AT NW 1 AVE & NW 115 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175930. August 31, 2012 For Inspections please call: (305)762 -4949 Page 29 of 29 RECEIVED J L 1012 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION -_� Master Permit No. e! 12- 0273 FBC 20 pu) Ise /��/�© clue k x, Permit Type OWNER: Name (Fee Simple Titleholder): ,� � _ f Wig W5.664 Phone #: '° 3066 Address: 3O Lr0 A ° City: k6 d 6)/0°6 State: o Zip: W4101 Tenant/Lessee Name: Email: rnoj l a '(Ij +ei JOB ADDRESS: 1 $ ;00 Phone#: City: Miami Shores Folio/Parcel #: 0 1 9. County: Miami Dade Zip: 6146V Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Com any Name: C DAV) C 010 () Phone#: 6154 Address: i er ®Q 100 City: 1� Qualifier Name: State: �6 1sE, (Is Lie— State Certification or Registration #: OO C) Zipp: �� ; ; O7 Phone #: 1�i ®- � 2 Certificate • f Competency #: qq�� Contact Phone #: Email Address: �l✓/6r) f ici -M W t c 4 cone) DESIGNER: Architect/Engineer: Phone#: Value of Work for this Pert... Type of Work: ❑Address DAlterationn Description of Work: 1) ( 1U t Alton km kot, 4 Square/Linear Footage of Work: ❑New ❑Repair/Replace UDemolition new 65`4,* h D 115 U ********* ****:******* * * ** *** * **** * * ***** Fees************* *** * * * *** * * * * * *** * * ** * * * ** ***** Submittal Fee $ Permit Fee $ eY) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ?) c3• (.o A • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro a reinspection fee will be charged. Signature Owner or Agent The fore . oing instrument was acknowledged before me this day of , 20 , by ta l.), who is p°�sonall known to me or who has produced As identification and who did take an oath. 7/gd L NOTARY PUBLIC: Sign: Print: My Commission ..tP14a4 MICHELLE A. BAGLEY ' A Notary Public - State of Honoa t3' �- !" •: My Comm. Expires Jul 6, 2014 9 (IS Commission # DD 972411 -4484:4.0 Bonded Through National Notary Assn. ■ Contractor The foreg ing instrument was acknowledged before me this 15/1' day of , 20 LZ by 01)(1/ 1)0AI who is personally known to me or who has produced as identification and who did take an oath. NOTARY P c % C: Sign: Print: My Commission Expires: 1 i��n aia!ILgEI•llelymm .u. Commission DD 806410 Expires September 25, 2012 e c Bonded Thre Trey Fein Insurance 800385 -7019 * * * * * * * * * * *** * >x s *********** ************ * * *** ** * ** **** ******** **> i< ****** ** ****** ** *** *** ***s<:x*** ** * *:t **** APPROVED B ✓ Ie4 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk