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DS-12-1326Miami 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 �+ c7 BUILDING Permit No. fJ� J L -162 RECEIVED JUL 16 2012 PERMIT APPLICATION Master Permit Nor - FBC 20 r. „ALVA � — k „a Permit Type I i UILDING ” ROOFING OWNER: Name (Fee Simple Titleholder : A-1 16We,t641 Address: 11 Z®® F Ardt, City:e►Ma r Tenant/Lessee Na e: Email: fiq Phone#: ” 4ti S 3060 State: JOB ADDRESS: 11013 VIE •4 City: Folio/Parcel #: UM, 40* #00 Is the Building Historically Designated: Yes Miami Shores County: Zip: 6e 161 Phone: a*- 4M4 'Attl80 Miami Dade Zip: 3110e NO Flood Zone: CONTRACTOR: Company Name: tko6t AA soe-mk'(.,S Phone #: 954 - 7 b9 _ 4101 Address: 2410I mi$, tldG &$kL Apr, City: T L f,C ►\� Qualifier Name: 0\4cl Litt A, ai, t..0 State Certification or Registration #: Cl vs ® 4%10 Certificate of Competency #: Email Address: ,I cstoc tkomeekiA. c®g Phone #: 4505 --g36-1931 Square/Linear Footage of Work: ONew ' epair/Replace rxterkActOrko State: FL Zip: Ra3e p Phone #: PI -480 _ 500 Contact Phone #: 154r- '4W -6011t DESIGNER: Architect/Engineer: Icl4Al `e& Value of Work for this Permit: $ /s �j9 •00 Type of Work: ❑Addition ` ❑Alteration Description of Work: 1. TA Cliege t& ?►VI' ` er. t 8+p r A\mm relAwdi tNak — Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 $ •4Q Ooc•CC PERMIT # 1:76 12 -- 1 b2O I :r:: CONTRACTOR: �, �,� �'c� T a SUBMITTAL DATE: ilk ) P. ADDRESS: e -Pori /(0 ,....1%.-6°- 0 6; 1 ift C NAME: RESUBMITAL DATES: PROJECT TYPE: _4J ,A „� _, '� .�` L. 1 ,bi l acio ;f f ) FIRE STRUCTURAL IMPACT FEES :S/ ELECTRICAI4,--2O /?w HRSIDERM PLUMBING NOC 3 ttc:, MECHANICAL BLDG t‘i V • Bon▪ ding 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 CONDMONERS, 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 and a reinspection fee will be charged. Owner o gent pA /Contractor The foregoing instrument was acknowledged before me this /� The foregoing instrument was acknowled ed before me this.J day off1 ., , 20 id--;-by (/Li% 6ri.«I0 , day of 1 _ , 20 , by 'r(`1 bJ4TI , who is personally known to me or who has produced who is ' ersonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expire * * * * * * * * * * * * * * * ** APPROVED BY %-, Notary Public - State of Florida My Comm. Expires Jul 6, 2014 3"ac� r Commission # DD 972411 f ffffff Bonded Through National Notary Assn. ** * * * ** * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) MICHELLE A. B �GLEY ��:, Notary Public - State of Florida •= My Comm. Expires Jul 6, 2014 Commission # DD 972411 %,, 4 ; P" Bonded Through National Notary Assn. ******* **** ** ** * ***** * ******* ** * ** * * ** //f Zoning Clerk NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. t Y )•• 13747 TAX FOLIO NO. fl-1, ODO O D STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real' property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. r, C"I'd\ \‘'N\\ C'w'rA\f‘so-Se. 1. Legal de cription of pr pe and streeVaddress: III Q 1 6 NS as E. 2. Description �1 mpxovement: 3. Owner(s) name and addss: Interest in property: Name and address of fee simple titleholder. i.e. 4. Contractor's name address and phone number 3A N4. 1...m l4 ®FL. I 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 110111 11111 11111 1111111111 111111111111111111 CFN 201 2R0521211i. OR Bk 23201 Ps 3176; tips)) RECORDED 07/25/2012 0945:31 HARVEY R.UVINi CLERK OF COURT MIAMI -DAC'E COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 6. Lender's name and address: itk 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 Na- e, addre s and phone number. • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (theiration 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 COM EN ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. , M6 . ,. 6 Prepared By G� � P Y FI Signature(s) of Ow r( or rner )' uthorized Officer /Director/Partner /Manager Prepared By Name ice, , .d <,„:2; G am % Print Name Title/Office t f syjfa.red Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this of5- day of By 14 tC-t - . ❑ Individually, or ❑ as ilk p f oi.) 5 fo r Personally known, or ❑ produced the following type of identific 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. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By By 7uty EASrugs Ewitiat doon: lam. U ANUfsiry oi Notary Public - State of Florida •_ My Comm. Expires Jun 2, 2015 Commission # EE 87341 '''''' ' Bonded Through National Notary Assn. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: �, _ _ _ bi i Contrac ❑ Owner ❑ Archi ictwJio , 14,00t T fo/cOart 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 confine p�r/iitting process. Acknowledged by: PERMIT CLERK INITIAL: • RESUBMITTED DATE: PERMIT CLERK INITIAL: 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. DS -7 -12 -1326 Issue Date: Not Issued Expires:1 /1 /2999 Folio Number:1121360010160 Owner's Name: BARRY UNIVERSITY Job Address: 11300 2 Avenue Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: $ 62,692.00 0 Contractor(s) Phone MOSS & ASSOCIATES LLC (954)410 -3250 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/6/2012 : Yes Comments: May 29, 2012 Mardan Fabricators 3950 NW 126`h Avenue Coral Springs, FL 33065 : Mardan Fabricators ccupancy: MFI -V4062 (Vista Series); 4' -0" x 6' -2 "; Prefabricated Booth; Business an#:.43, -0057F ENGINEERING o INSPECTIONS CERTIFICATIONS • TESTING This io 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 (Le. Broward and Dade Counties) Sincerely; HILBO R, CARTER & ASSOCIATES, INC. FIILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584 -8151 FAX: (727) 586 -3343 1 (727) 585-2392 _ 1 (727) 587.0447 Modular Oapla loapecdua tk ?ol7 0091$S SLIDING DOOR LEFT SLIDING DOOM. RIGHT TWO SLIDING DOOR RIGHT REA SWING DOOR REAR CEN R SWING 000 rir. RESTROOM \\ OR STORAGE AREA Vi DOOR DOOR RESTROOM NIANIAACTIMED WO= ADM CONSTRUETION 6601 AA',p AD/ TITHE KAM. + ORWARI LIDING D0O FOUR SLIDING DOORS THESE PRINTS COMPLY WITH THE FLORIDA BUILDING CODE AND ADHERE TO THE FOLLOWING CRITERIA CONSTRUC ON TYPE v -B OCCUPANCY BUSINESS ALLOWABLE NO. OF FLOORS WIND VELOCITY 175 (3 SECOND GUST) -EXP.0 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. ALLOW. FLOOR. LOAD 50 PSF MANUFACTURER MAPOAN RAE OE EXL WALL PLANN°. ALtOTi: FLOOR LOAD APPROVAL DATE ibiLti r' • mugurocruRER Mai eh" MGxvaaoTv mummy' ZONE / GENERAL NOTES • SIZES VARY FROM 3' -O" x 5' -O" 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 TWO 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" • REQUIREMENTS FOR ACCESS TO RESTROOM FACILITIES IS DETERMINED : THE OWNER AND LOCAL CODE, AND ARE NOT A PART OF THESE PLANS UNLESS OTHERWISE NOTED PROJECT NOTES: 1. COMPLIES WITH FBC 2010 AND ASCE 7 -10. risk 2. NEC 2008 3. FLORIDA PRODUCT APPROVAL REFERENCE 9N -3. 4. RAISED SCALED PLANS AT THIRD PARTY AGENCY PER FL. DBPR. 1. Required employee and public toilet facilities shall be than one story above or below and within 500 feet 2. Site installed items list: a. complete foundation system support /tie -down support system b. romps, stairs, and general access to building, HC Romps, Guard Protections Posts if required. etc. c. electric service hook -up to the building /On -Site 60A Disconnect (Min.). d. See General Notes and Pions for odditional requitements. 3. Doors shall be operable from the egress side without use of o key, tool, special knowledge or effort. Manually operated flush bolts or surfoce 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) ore the responsibility of the building owner subject to local jurisdiction opprovol when not sh' wn on the floor pion. E. 0 ;GO category 2. locate not more #23626 2831 EXCHANGE COURT Tel: 501 698 -2844 WEST PALM BEACH. FL 39408 Fax: 661 888 -5862 METRODESNE.AOL.COM PLAN NO.: MF-I 281-VISTA DATE: 2 -14 -12 SCALE: TITS CONFIGURATIONS DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH Kg 3950 MARDAN FABRICATORS II CORAL SPRINGS, FL :33065. • PH. (954) 345 - 011.1. . • DiiAWING NO. UM; NG R6Elg4F /vet* q0, mew mops comp, r TVor'M'Tb1f Fq CONSTRUCTION COGS AND ADHERE ,'.. ' FOL4 . 9N$ ovum / 1 /7 // / /j %/ // CONSL TYPE OCCUPANCY / ��� m 1,I IMPACT- RESISTANT LAMINATED GLASS (GRAY TINT) • Imo. I RON CATEGORY P ALUM. FRAME (PREFIN. WHIT) DOOR SLIDING A/C M 1.....„,..--AIR j COND VELOCITT _/ 7g +rL f OF 0 FINE NOM (PRESW. WHITE) E) ENt WALL P{AN NR ? d it SIDE ELEVATION SIDE ELEVATION FRONT ELEVATION REAR ELEVATION t4AQ ___ APPROVAL CATS , .. MANUFACTURER 1j� „_ S -2" :t•:•:ot:.�.rs•r:rx,,<•r::rrc 14lm ZONE e , ax 4c wcmcr FLUOR. UGHT «• .r. iT10N C jui I ! . \� rur -ou+ w �.om p I `t COUNTER DUPLEX RECEPT. 1 131.-°. ANCHOR tOCATIIN�tS LOAD CENTER ALUM. TREADPLATE FLOOR . i0+ 111 r�+' ++ ,, ANCHORS • FOOTPRINT : •o- a ;,•, SECTION PLAN VIEW GENERAL NOTES PORTABLE BUILDING SYSTEM: FACTORY ASSEMBLED PRE -FAB SULOlNC. CONSTRUCTION. .125" EXTRUDED ALUMINUM TUBE FRAME. PREFINISSED WHITE, 2" X 2" X .125" SECTIONS. DOORS DOOR FABRICATED FROM .125" EXTRUDED O ALUMINUM TUBE AND DESIGNED FOR HEAVY- ELEC. KEYNOTES DUTY INDUSTRIAL USE. O 120/240V LOAD CEN ILK (NO MAIN BREAKER PROV DED) �.:./ NOT USED 0 LIGHT SWITCH /DUPLEX. RECEPT. 44 120V DUPLEX RECEPTACLE Q24 ". DUAL -TUBE FLUOR. LIGHT FIXTURE WALL -MOUNT HVAC womm+rciwwwww • 4• . GLAZING: ALL WINDOW FRAMES PREFRNSfIED WHTE ALUMINUM. ALL GLAZING TO BE 'AWNATED IMPACT RESISTANT CLASS, UNLESS BOOTH TO BE LOCATED IN A WIND SPEED ZONE OF LESS THAN - SISMPH. WEATHER AND WATER ALL INTRUSION. EAT E ARE SEALED AGAINST PRCVI WATER INTRUSION. WEATHER;TRIPPNC W^ PR{;VIOED WEATHER DOORS. FOR ALL DOORS. ELECTRICAL SYSTEM: UNIT SHALL BE DELIVERED PRE -WIRED AND READY FOR DOWER CONNECT:ON BY OTHERS. ALA. WIRING RUN Q THROUGH EMT CONDUIT ALL ELECTRICAL COMPONENTS TO BE UL LISTED AND INSTAL IFt: :N ACOR)ANCE W'T I NCC STANDARDS. i� 0 __ DATE 9 -25 -12 4 -O X 6 -2 DRAWN Y. SOS •�"'�'� • SCALE: CALE: REVISED: ELEC. PLAN PREFABRICATED ATTENDANT BOOTH KMARE/AN FABRICATORS MA CORAL SPRINGS. FL DRAWING NO. SD— 1 • .063 ALUM. FASCIA 1/4" TEMPERED SAFETY GLASS (ALT.:1/4" POLYCARBONATE (NOTE 3.) SLIDING DOOR TO HAVE 4" DOOR PULL HANDLE W /HOOK BOLT LOCK. SEE DWG. SHT 6 FOR OTHER REQUIREMENTS. 14 GA. STEEL FRAME (ALT.: .125" ALUMINUM) SLIDING 000R a 0 0 0 I 0 r1 16 GA. STEEL WALL PANEL (ALT.: .063" ALUMINUM) SIDE ELEVATION VARIES 7' -6" TO 8'- 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. OPTIONAL. HURRICANE APPROVED RESISTANCE SHUTTERS. SLIDING WINDOW (OPTIONAL) /// SIDE ELEVATION 012 TEK 8" O.C. -TYP. EXTERIOR WALL PANEL CONSTRUCT WITH TURNED -IN LIP AND ATTACH TO INSIDE FRAME. SILICONE CAULK AND SEAL 1 CORNER DETAIL 2 0 -J 1 1— — J — VARIES 0" - 24" , MAX. =24" PER ROOF PANEL MFG. /• OPTIONAL WALL- MOUNTED AIR CONDITIONER OPTIONAL LOCKING DRAWER STEEL OR PL. LAM. COUNTER r /// \-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. I tIt 1111tii1I ! 11111111111 [1_1_1.11 Jill END ELEVATION VARIES 5' -0" .. 24' -0" TYP. PLAN VIEW #26828 2831 EXCHANGE COURT Tel: 581 888«2844 WEST PALM BEACH, FL 33409 Fan: 561 888 -5862 METRODESN'AO L. C O M S E. SEE SHT. 4 UST :NG RCM(V A oi+RCh`S . 'NESE PRRVT1, M?t* 41,111 THL FLOWOA Maw/ARURED %JADING ACT OF 1479 CONSTRUCTION CODE a ND ADHERE TOTHE f0 - .n4 OUTERRA .UNf. TYPE V �1 •.:PANCT 15 • AELE N0. III ,iX4S Rsc a CATEGORY ... .: VEtOC:Tv (ULTI VON[::'F10CiTtitASD} • 4.I R.r,:':NG OE r EXT. WAU. PLAN NO. ALLOW FLOOR LOAD APPROVAL DATE MANUFACTURER HIGH VELOCITY HURRICAN ZONE 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 NW 126TH AVE. Fi CORAL SPRINGS, EL 33065 PH. (954) 345 -0111 DRAWING NO. 2 78" MAX. OVER 2 OPENINGS VARIES UP TO 54" ETWEEN STILES VARIES 32" TO 42" CLEAR OPENING VARIES UP TO 54" BETWEEN STIL NOTE (1). — IL^.— SLIDING DOOR W /HOOK -BOLT LOCK AND 4" DOOR PULL HANDLE SLIDING DOOR W /HOOK -BOLT LOCK tl TYP. PLAN VIEW #26828 2831 EXCHANGE COURT Tel: 581 888«2844 WEST PALM BEACH, FL 33409 Fan: 561 888 -5862 METRODESN'AO L. C O M S E. SEE SHT. 4 UST :NG RCM(V A oi+RCh`S . 'NESE PRRVT1, M?t* 41,111 THL FLOWOA Maw/ARURED %JADING ACT OF 1479 CONSTRUCTION CODE a ND ADHERE TOTHE f0 - .n4 OUTERRA .UNf. TYPE V �1 •.:PANCT 15 • AELE N0. III ,iX4S Rsc a CATEGORY ... .: VEtOC:Tv (ULTI VON[::'F10CiTtitASD} • 4.I R.r,:':NG OE r EXT. WAU. PLAN NO. ALLOW FLOOR LOAD APPROVAL DATE MANUFACTURER HIGH VELOCITY HURRICAN ZONE 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 NW 126TH AVE. Fi CORAL SPRINGS, EL 33065 PH. (954) 345 -0111 DRAWING NO. 2 , NOTES: BOOTH'S DESIGNED TO THE FOLLOWING: 1. 2010 FBC AND ASCE 7 -10 2. DL = 10 PSF (ROOF) 3. LL = 30 PSF 4. ULT WIND LOAD = 175 MPH (3 SECOND GUST) EXPOSURE= C 5. IMPORTANCE FACTOR = 1.0 6. ALL UNITS ARE DESIGNED TO MEET OR EXCEED EXP. C AREAS. 7. Enclosure Classification: Enclosed, (GCpI) = +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 1/8" (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 3x3x1/8" ALUM: TS 3x3x1/4" — 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 3x3x14 GA. STEEL TUBES (ALT. 1/8" ALUM.). SIDEWALLS: — VERTICALS AT 4' —O" 0.C. MAX. ENDWALLS: — VERTICALS AT 5' —O" 0.C. MAX. (ADD ONE ADD. VERT. WIDTHS>5 FT) LOCATIONS OF L 3 "z3 "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 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 KSI/Fu =65 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. (0.083') (IF NOT OTHERWISE SPECIFIED). 3. ALL BOLT FASTENERS SHALL BE GRADE 5, A325 BOLTS. 4. WELDING ELECTRODES SHALL BE MIN. E60 -XX. ALL WELDING SHALL BE PER THE AWS D-1.1 WELDING CODE. FOR 12'x24' BOOTHS TOP MEMBER: STEEL; TS 3x3x1/8" ALUM: TS 3x3x1/4" FRAMING ISOMETRIC ALTERNATE FRAMING: SUBSTITUTE .125" ALUMINUM TUBE FRAME FOR 14 GA. STEEL FRAME — FRAMES ABOVE 10'X6' WILL USE TS 3x3x14 GA. STEEL TUBES (ALT. 3x3x1/8" ALUM.). ADDITIONAL ANCHOR CLIP FOR BOOTHS OVER 6 FEET AND UP TO 12' component and W 2" (MIN.) 0 7 0 = $ E� d6$ 50, 02 24 - iiig 8 B - w a 3 4 � � 2 a t 6" x 12" ROUGH — IN ACCESS HOLE CUT —OUT IN FLOOR (STANDARD LOCATION) 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 TS 3x3 USES 3 "x3 "x1/4" CLIPS — 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 3x3x14 GA. STEEL TUBES (ALT. 1/8" ALUM.). SI DEWALLS: — VERTICALS AT 4' -0" O.C. MAX. ENDWALLS: — VERTICALS AT 5' -0" O.C. MAX. (ADD ONE ADD. VERT. WIDTHS >5 ET) 2" x 2" STEEL FRAME OR TS > 3x3's 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 "x2 "x.125 "ALUM. OR 3x3's WELDED FLOOR FRAME THOMAS J. TWOMEY, P.E #28828 2891 EXCHANGE COURT Tek 581 686 -2844 WEST PALM BEACH, FL 33448 Far: 561 686-5802 METRODESN81 AOL.COM FOOTPRINT \---- ONE ADDITIONAL ANCHOR CLIP FOR BOOTHS UP TO 12' TWO ADDITIONAL ANCHOR CLIP FOR BOOTHS UP TO 16' THREE ADDITIONAL ANCHOR CLIP FOR BOOTHS UP TO 20' THREE ADDITIONAL ANCHOR CUPS FOR 24 fi. BOOTHS 1/2" POWERS WEDGE BOLT MINIMUM WITH MIN. 4" EMBEDMENT PER PLANS. PLAN NO.: F I 281—.VISTA tv DATE: 2 -14 -12 SCALE: NTS FRAME DRAWN BY: RE REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS wiFi CORALf�SPRINGS, FL E33065 PH. (254) 345 -0111 DRAWING NO. 3 z J 2 0 M CO CO 1, MMIIIMMIIIMMMMMWAMMMMME lilt iM rllla! la a'mmise INSULATED ROOF FLUOR. LIGHT (BEYOND) HVAC CONTROLS STEEL OR PL. LAM. COUNTER LOAD CENTER (SID. LOCATION) —ALT. LOCATION, PLACE LOAD CENTER UNDER A REMOVABLE COUNTER TOP ALUM. TREADPLATE FLOOR 0 TUBE FRAME ROUGH —INS (STD. LOCATION) 0 SECTION a 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. ROOF PANEL CONSTRUCTION CHART: — BOOTHS: 3` TO B. WIDE: —USE 3 "xO.032" THICK ELITE ROOF PANELS — BOOTHS: 1.0'+ WIDE: —4 "x0.032 " -2# THICK ELITE ROOF PANELS ROOF LAYOUT: ALL ROOF JOINTS SEALED WITH TREMCO D`"MONIC URETHANE CAULK, ELASTOMERIC MEMBRANE, AND R -400 ELASTOMERIC SEALANT (ALL WHITE PROOUC alidgeNINIMINDMIE 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) INSULATED ROOF (R -17) SLOPE 1/4" PER FOOT SCUPPER PREFIN. WHITE .032" ALUM. CEtUNG PAINTED INT. WALL ` --LOAD CENTER (STD. LOCATION) —AL7. LOCATION. PLACE LOAD CENTER UNDER A REMOVABLE COUNTER TOP INSTALL FIRE EXTINGUISHER. THE TOP OF THE FE SHALL BE NOT MORE THAN 5 F7. 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. 1#, UL RATED 1 A:1 OB:C. OR APPROVED EQUAL, PER LOCAL FIRE MARSHAL). 1/4" ALUM. TREADPLATE FLOOR (FOR BOOTHS WITH EfilkiED FLOOR) (OPTIONAkiNcyAPPROVM TNRU Pwwi CONKY co AMINE f30R#i MAr wMACTURID IURD1f8 ACT Of 3979 OoNfvRucrioN CODE AMD ADINRETOTNE FOt. "vitz =T EM 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 ALUMINI.IM CEILING BY ELITE ALUMINUM PRODUCTS (FL7551) OR PER CHART: (B) BOLTS; END UNIT ROOF PANEL BOLT TO FRAME. 1 /4" x 4" THRU BOLT W /FENDER WASHER ON ROOF (24" 0.C.) 4 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 WIDE UNITS PERIMETER FPAMING 2 ROOF TIE—DOWN 4 (b THOMAS J. TWOMEY, P.E. � #22,626 ( 2831 EXCHANGE COURT Tel: 581 888 -2844 WEST PALM BEACH, FL 33409 Far. 081 668-0862 METRODESIV AOL.COM CORSE TYPE OCCUPANCY AU.OWABLE NO. OF FLOORS RISE COY VAND VELOCITY (UM WM moors (ASO) ERE RATi Of V- 3 6 EXt WALL PLAN NO. Q 3 /'doS ALLOW BOOR S-0 LOAD DATE Sl''09 , ` i MIAttsVACTURER { (L� [ n. NIGHVELCITY MUNRICAN ZONE DESIGNED SH DES: 1.) NFPA 101 LIFE SAFETY COD; *A,r 2.) NFPA 1 UNIFORM FIRECODE *� 1 3.) FLORIDA FIRE PREVENTION2010. PLAN NO.: MMFI 281—VISTA DATE: 2 -14 -12 SCALE: NTS SECTIONS DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MIAPDAN FABRICATORS 3950 W 126TH CORALNPRINGS EL E33065 PH. (954) 345 -0111 DRAWING NO. 4 ° . . ej d 6 ° 4' WIDE PANELS e ...0"--4"--- o- �R00F JOINT ° I (�48 "0.C. 1 a i MAX. 4 0 . . 0 0 . . ROOF PANEL CONSTRUCTION CHART: — BOOTHS: 3` TO B. WIDE: —USE 3 "xO.032" THICK ELITE ROOF PANELS — BOOTHS: 1.0'+ WIDE: —4 "x0.032 " -2# THICK ELITE ROOF PANELS ROOF LAYOUT: ALL ROOF JOINTS SEALED WITH TREMCO D`"MONIC URETHANE CAULK, ELASTOMERIC MEMBRANE, AND R -400 ELASTOMERIC SEALANT (ALL WHITE PROOUC alidgeNINIMINDMIE 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) INSULATED ROOF (R -17) SLOPE 1/4" PER FOOT SCUPPER PREFIN. WHITE .032" ALUM. CEtUNG PAINTED INT. WALL ` --LOAD CENTER (STD. LOCATION) —AL7. LOCATION. PLACE LOAD CENTER UNDER A REMOVABLE COUNTER TOP INSTALL FIRE EXTINGUISHER. THE TOP OF THE FE SHALL BE NOT MORE THAN 5 F7. 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. 1#, UL RATED 1 A:1 OB:C. OR APPROVED EQUAL, PER LOCAL FIRE MARSHAL). 1/4" ALUM. TREADPLATE FLOOR (FOR BOOTHS WITH EfilkiED FLOOR) (OPTIONAkiNcyAPPROVM TNRU Pwwi CONKY co AMINE f30R#i MAr wMACTURID IURD1f8 ACT Of 3979 OoNfvRucrioN CODE AMD ADINRETOTNE FOt. "vitz =T EM 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 ALUMINI.IM CEILING BY ELITE ALUMINUM PRODUCTS (FL7551) OR PER CHART: (B) BOLTS; END UNIT ROOF PANEL BOLT TO FRAME. 1 /4" x 4" THRU BOLT W /FENDER WASHER ON ROOF (24" 0.C.) 4 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 WIDE UNITS PERIMETER FPAMING 2 ROOF TIE—DOWN 4 (b THOMAS J. TWOMEY, P.E. � #22,626 ( 2831 EXCHANGE COURT Tel: 581 888 -2844 WEST PALM BEACH, FL 33409 Far. 081 668-0862 METRODESIV AOL.COM CORSE TYPE OCCUPANCY AU.OWABLE NO. OF FLOORS RISE COY VAND VELOCITY (UM WM moors (ASO) ERE RATi Of V- 3 6 EXt WALL PLAN NO. Q 3 /'doS ALLOW BOOR S-0 LOAD DATE Sl''09 , ` i MIAttsVACTURER { (L� [ n. NIGHVELCITY MUNRICAN ZONE DESIGNED SH DES: 1.) NFPA 101 LIFE SAFETY COD; *A,r 2.) NFPA 1 UNIFORM FIRECODE *� 1 3.) FLORIDA FIRE PREVENTION2010. PLAN NO.: MMFI 281—VISTA DATE: 2 -14 -12 SCALE: NTS SECTIONS DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MIAPDAN FABRICATORS 3950 W 126TH CORALNPRINGS EL E33065 PH. (954) 345 -0111 DRAWING NO. 4 WEATHERPROOF CAULK, MEMBRANE, AND WEATHERPROOF COATING 1/4" THRU —BOLT W /FENDER WASHER 24" 0.C. .063 ALUM. FASCIA /-- 3" INSULATED ROOF (R -1 Q) W/ PREFINISHED WHITE STUCCO — EMBOSSED .032 ALUMINUM TOP AND BOTTOM 4" ROOF PANELS FOR 10'4 WIDE UNITS 3" INSULATED ROOF W /PREFlNISHED 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 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 REQ'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. 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 © 30 "0.C. 1 -1/2" x 1 -1/2" .125" ALUM. TUBE 0 30 "0.C. BRACE WEATHERPROOF CAULK. MEMBRANE AND WEATHERPROOF COATING AT ALL SEAMS AND ROOF PENETRATIONS 1/4" THRU —BOLT W /FENDER WASHER 24" 0.C. CO r 0 1- 0 2" x 2" x 14 GA. GALV. STEEL TUBE FRAME (ALT.: .125" ALUM. TUBE) — FRAMES 10'X6'+ WILL USE TS 3X3'S ALUMINUM GLAZING SASH 3" INSULATED ROOF W /PREFlNISHED WHITE STUCCO— EMBOSSED .032 ALUMINUM TOP AND BOTTOM (MIN. SLOPE 1/4" PER FOOT) ROOF SECTION W/ OVERHANG - FOR FASCIA OVER 8" HIGH VARIES 0" — 24" MAX. =24" PER ROOF PANEL MFG. 1/4" (MIN.) TEMPERED SAFETY GLASS (IMPACT — RESISTANT G{.ASS IF REQ'D. FOR WIND SPEED ZONES IN EXCESS OF 120 MPH) NOTE: 7/16" GLAZING IS REQUIRED IN HVHZ ZONES. OR, OPTIONAL. HURRICANE APPROVED ESISTANCE SHUTTERS. CONTINUOUS 1 -1 /2" 1 -1 /2" .125 ALUM. TUBE L I-- 1/4 "x1 -1/4 "x.125` ALUM. ANGLE EA. SIDE W/ (2) #12x3/4" TEKS EA. LEG TY'P. 1 -1/2" r. 1 -1/2" .125" ALUM. TUBE 30 "0.C. 1 -1/2" x 1 -1/2" .125" ALUM. TUBE 0 30 "O.C. BRACE 3" INSULATED ROOF W /PREFlNISHED WHITE STUCCO — EMBOSSED .032 ALUMINUM TOP AND BOTTOM (MIN. SLOPE 1/4" PER FOOT) 4" ROOF PANELS FOR 10'-1. WIDE UNITS ROOF SECTION FOR FASCIA OVER 8" HIGH ALL ROOF JOINTS SEALED WITH TREMCO DYMONIC URETHANE CAULK, ELASTCMERtC MEMBRANE, AND R -400 ELASTOMERIC SEALANT (ALL WHITE PRODUCTS) THO TWOMEY, P.E. #28626 2831 EXC AN GE COURT Tel: 561 688 -2544 WEST PALM BEACH. P1. 33409 Far: 601 680 -5862 METRODESN4PA OL.. COM US TNG AGENCY n,PROVAL THESE PRINTS COMPLY WITH THE MAMA MANUPACTURECI BUILDING ACTOR 677 couseucTIOn' '0» ANC ADHERE 70THF POLL.- +RR O WTENtA CONST. TYPE . �.. OCCUPANCY ALLOWABLE NO. OF FLOORS RISK CARTOORY WIND VELOCITY (LIT) WINO MOM (ASD) FLARE RATING OF E Ct WALL PLAN NO. ALLOW FLOOR LOAD APPROVAL DM .- MANUFACTURER NIGH VELOCITY HURRICAN ZONE 2" x 2" x 14 GA. GALV. STEEL "i TUBE FRAME (ALT.: .125" ALUM. U d TUBE) Lauw-21 — FRAMES OVER 10x6 WILL US. TS 3x3's ALUMINUM GLAZING SASH 1/4" (MIN.) TEMPERED SAFETY GLASS (IMPACT — RESISTANT •GLASS IF REQ'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 MARDA.N FABRICATORS rM"-- F11 CORALN N SPRINGS, E S, FL33065 PH. (954) 345 -0111 DRAWING NO. 5 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" ANODIZED ALUM. GLAZING SASH WD. PER PROJECT ROD." TO 42" 'y 1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASq REO'D 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 INFILL PANEL NOTE (1). 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" 1.5" x 3" EXTRUDED ALUM. TUBE X 0.125" STEEL HANGER LEVER HANDLE WITH KEY LOCK FOR SWING DOORS __.--SLIDING DOOR TO HAVE 4" DOOR PULL HANDLE W /HOOK BOLT LOCK ALL H.C. RAMPS ARE BY OTHERS /SITE G.C. AT 1:12 MAX. SLOPE DOOR ELEVATION .063" ALUM. SHEET 1" RIGID INSULATION .187" RIGID BOARD .050" ALUM. SHEET ALUM. TUBE .25" ALUM. TREADPLATE 2" x 4" REC TUBE SLIDING DOOR/ FLOOR DETAIL FOR BOOTHS WITH RAISED FLOOR 1 1 /2" NOTES: (1) 32" MiNIMt:M DOOR OPENINGS ARE REQUIRED FOR ADA COMPLIANCE BOOTHS, SEE GENERAL NOTES ON L.IRAWING 1, AND DRAWING 10. (2)1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASS REO'D FOR wind —borne debris wind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) (3) 7/16" GLAZING 15 REQUIRED 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 QLT SLIDING DOOR/ FLOOR DETAIL FOR BOOTHS WITHOUT RAISED FLOOR THOMAS J. TWOMEY, P.E. #25529 2831 EXCHANGE COVET Tel: 581 889-2844 WEST PALM BEACH. FL 33409 Fax: 681 686 —$882 METi2OAE$NtA0L.COM tA, '.it AGt . t as tfi dA1 That PRINTS ^ • ,D3tt :ANA ^etc rtORNDA MMANUFAC7L7EG WADING ACT co 1$74 Gpjgg7 ucttot,'ODE AND Tr, * +,r (.N • CONST.UPE OCCUPANCY ALLOWABLE NO. OFf.0035 RISK CATEGORY WIND VELOCITY {LILT) YARD V£LOC1TY (ASD) - c� FIRE RATING OF EXT. WALL n �.3 PLAN S ALLOW. FLOOR LOAD APPROVAL DATE MANDEAC URER HIGH VELOCITY IRlRRiCAN ZONE_ MUR 251 PLAN NO.: MFI 281 -VISTA DATE: 2 -14 -12 SCALE: NTS SLIDING DOOR DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MAR DAN FABRICATORS m CORAL AVE. LSPRINGS, FL 33065 PH. (954) 345 -0111 DRAWING NO. 6 NEOPRENE DOOR SWEEP ALUMINUM GLAZING SASH GLAZING SLIDING DOORS TO HAVE GRAB _HANDLE BOTH SIDES [---- RECEIVING CHANNEL r' i WELD. SILICONE 4 CAULD AND SEAL \ALL AREAS 1 /4" x 4" THRU BOLT IN/FENDER WASHER ON ROOF (24" 0.C.) CEILING LINE BOOTH EXTERIOR WALL PLAN APPLY BUTAL SEALANT AT BOLT HOLE VIEW LISTFNG AGENCY APPROVAL TNZ5E PRaPTS COMPLY WITH THE fIORION MAMJFAC1•Ul O spume ALT OF 3479 CQNSTRucn0N CODE AND ADHERE TOT NE FOlt'=- YANG CAi 1RIA CONST. TYPE ot CUPAHCY ALLOWABLE NO. OF FLOORS RISK CATEGORY WINO vEIOCIrY (UEfl n ND VELOCITY Imo) VIRE RATING Of v -6 XT. E mu S/Oo 5 1 SILICONE C NDPI/NV S ALLOW. FLOOR STEEL HANGER TRA.CIJQAD STEEL HANGER & WHEEL ASSEMBLY 1.5" x 3" x .125" ALUM. TUBE APPROVAL DATE MANUFACTURER HIGH VEIOCErY HURRICAN ZONE Mq/ 14/ ALUM. GLAZING SASH GLAZING UPPER SECTION CALCULATION OF a: A.) 10%W = 0.1 X14.33 =1.4 FT (SMALLEST) B.) 0.4h=0.4 x8.17= 3 2 FT OR C.) 0.04W= .04x28.17 =1.1 FT, OR D.) . ROOF: ZONE 1: 18.90 / -46.50 ZONE 2: +18.90 / —78.00 ZONE 3: 418.90 / - -117.4 PSF PSF PSF WALL: ZONE 4: +46.50 / —50.40 PSF ZONE 5: +46.50 / —62.30 PSF FRAME, COMPEIvIENTS, AND CLADDING `BIND PRESSURE DESIGN /ANALYSIS THOMAS J. TWOMEY, P.E. #26026 2831 EXCHANGE COURT Tel: 561 888 -2944 REST PALM BEACH. FL 33408 Fax: 681 888 -8882 METROf ESN'AO L. CO M PLAN NO :: MFI 281-VISTA DATE: 5 -18-12 SCALE: NTS SLID' LIDING DOOR PLAN DRAWN BY: RE REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS CORAL N PRINGS, FL E33065 PH. (9 54) 345-0111 DRAWING NO. 7 1.75" x 4" EXTRUDED ALUM. TUBE ANODIZED ALUM. GLAZING SASH 1/4" TEMPERED SAFETY GLASS (IMPACT RESISTANT GLASS IF REVD 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 rRAMP, BY OTHERS. 1:12 MAX. cv WD. PER PROJECT ROD. TO 42" NOTE (1). \\ ` , i . R O s 1 DOOR ELEVATION - .063" ALUM. SHEET 1" RIGID INSULATION .187" RIGID BOARD .050" ALUM. SHEET LEVER HANDLE WITH KEY LOCK FOR SWING DOORS .125" ALUM. TUBE .125" ALUM. TREADPLATE 3/4" EXT. GRADE PLWD. 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 SWI NG DOOR/ FLOOR DETAIL FOR BOOTHS WITHOUT RAISED FLOOR THOMAS J. TWOMEY, PE #23828 2831 EXCHANGE COURT Tel: 381 888 -2844 WEST' PALM BEACH, FL 33409 Far: 881 686 -0862 ME;t'RODESNOAOL.COM a 2 z MANUFACTURED SUHI DING AR OF 1979 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 REVD FOR wind —borne debris wind speed ZONES 130 MPH AND IN EXCESS OF 130 MPH) (3) 7/18" GLAZING IS REQUIRED IN HVHZ ZONES, OR, OPTIONAL. HURRICANE APPROVED RESISTANCE SHUTTERS. 0 I 5 a g • El0 P Lt1 041141111bl T A DATE: 2 —14 -12 SCALE: NTS SWING DOOR PLAN DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH r MFIMAR DAN/ FABRICATORS 3950 NW 126TH AVE. CORAL SPRINGS, FL 33065 PH. (954) 345 -0111 DRAWING NO. 8 GLAZING ALUM. GLAZING SASH 0.050" GALV. STEEL PANEL (ALT.: .063" ALUM.) WALL PANEL 1/4" PLY BACKER BOARD 1/4" TEMPERED SAFETY GLASS AREAS LESS THAN 130 MPH. (IMPACT RESISTANT GLASS REO'D 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 #12x1" TEKS AT 8 ".0.0. USED FOR HIGH IMPACT RESISTANCE GLASS. 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 g 11 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 RIGA 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 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 ALLOWABLE NO 0.050" GALV. STEEL PANEL (ALT.: .063" ALUM.) WALL PANEL 1/4" PLY BACKER BOARD CONCRETE SERVES AS FINISHED FLOOR 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) 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 #12x1" TEKS AT 8" O.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 # x 1" TEKS OR 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/0 FLOOR PLAN NO.: MFI 281-VISTA DATE: 5 -18 -12 #26628 2831 EXCHANGE COURT Tel: 581 68B -2844 WEST PALM BEACH. FL 33409 Fax: 661 688 -3862 METRODESNE AOL.COM WALL /FLOOR SECTION DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH r M;MARDAN FABRICATORS CORALN SPRINGS, EL E33065 PH. (954) 345 -0111 DRAWING NO. 9 STANDARD CONFIGURATIONS _RESTROOM EQUIPPED BOOTHS G NERAL NOTES 1. STANDARD BOOTH SIZES VARY FROM 5' 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 FLOOR PLAN. 2. TOILETS SHALL BE ELONGATED WITH NON - ABSORBENT FRONT SEATS. 3. RESTROOM WALLS SHALL BE COVERED WITH NON - ABSORBENT MATERIAL TO A MINIMUM OF 48" A.F.F. 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. 5. QM 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 PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF 0.5 GPM. OR BE EQUIPPED Y'ITH SELF- CLOSING VALVES (UNLESS DESIGNED FOR THOSE WITH PHYSICAL DISABILITIES). THE MAXIMUM WATER TEMPERATURE SHALL BE 11 11. ALL ON -SIDE PLUMBING ( INSTALLATIONS SF,A[. BE B CONTRACTOR. � 12. THESE PLANS 4R% Sb'HEMATI PLANS ANDgAFtE 0.111E ' ONLY A SC EI�A OA 13. ALL M E P L M I N d'fALLlA BE PER H@ A IL REQUIR EfTj ? g g a0 3" VTR DWV We 1" INLET (CONNECT TO EXISTING) SUPPLY ACCESSIBILITY NOTES 2010 ADA/ ANSI A117.1/ FACBC 2012 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. , 12. THE INTERNATIONAL SYMBOL OF ACCESSIBLITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES. CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH AND 54 INCHES FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR, 000RS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (I.E. LEVER OPERATED, PUSH TYPE OR U- SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 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 THE FLOOR TO THE TOP OF THE RAIL WITH 0.5 INCHES MAXIMUM VARIATION. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS MOUNTED AT 17 INCHES MAX. A.F.F. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER TI-IAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 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. 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 ABRASNE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. ACCESSIBLE LAVATORIES AN SINKS SHALL HAVE ACCESSIBLE FAUCETS (LE. LEVER OPERATED, PUSH TYPE, ELECTRONICALLY CONTROLLED). WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALL BE PROVIDED WITH RS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL SE 1.25 INCHES TO 1.5 INCHES IN DIAMETER WITH 1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL, To LET S AL D Rs L BE SE E-OLOSING TYPE. (A"OWEL D4`PE*SER tL BE LO s ATED ADJACENT TO 03 ACC "I';LE LA;VAT VARIES FROM 14' -5" THRU 20' CHASE AREA 7' -O" MIN. 1. -B" MAX. COUNTER WIDTH (OPEN UNDERNEATH) x w 0 CG in w VP(a v ba ski 'Does o`( esm- ' Av %" STizooM • oritztic, "PPG! IV * R. 6tuARVtkov LP+YbUf 32" MIN. CLEAR OPENING ADA COMPLIANT TYPE SCALE: 4475 VARIES FROM 14' -5" THRU 20' CHASE AREA 6' -8" MIN. 1' -8" MAX. 5' -O" MIN. 1 ` -8" MAX. COUNTER WIDTH (OPEN UNDERNEATH) 32" MIN. CLEAR OPENING ADA COMPLIANT TYPE II SCALE: NTS q/efr THOMAS J. TWOMEY, P.E. #25628 2831 EXCHANGE COURT T01: 581 888 -2844 WEST PALM BEACH, FL 33400 Fax: 081 888 -5882 METRODE5NOAOL.COM ripHC T- DESIGN mom PLAN NO.: DATE: 2 -14 -12 SCALE: NTS VIFI 281 -VISTA RESTROOM BOOTH DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS uI COR(AL�dSPRINGS, FLE33065 PH. (954) 345 -0111 DRAW INC NO. 10 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" CONTINUOUS ALUM. ANGLE W/ #15 SCREWS @ 8" O.C. SEAL W/ W.P. SILICONE CAULK WALL—MOUNTED AIR CONDITIONER METAL BRACKET AS REVD. TOP OF FOUNDATION A/C INSTALLATION DETAIL WALL -MOUNT A/C P THOMAS J. TWOMEY, P.E. #28626 831 EXCHANGE COURT Tel: 561 688 -2844 WEST PALM BEACH, P1. 33409 Fax: 661 686 -8882 METRODESNOAOL.COM Q'.STRUCTk,. _'Ora AND .,•>NEP,' TO T!!E !Oa.. . 443 ON'T. TYPE 1. i.DANCY ALLOWA8L£ NO. OF FLOORS RIM CATEGORY WIND VELOCITY (ULT} WIND VELOCITY {A50) EIRE RATING OF EXT. WALL ^ 3tto ✓ PLAN NO. ALLAN. FLOOR LOAD APPROVAL DATE MANUFACTURER iMM VELOCITY IAN ZONE ass NAMMI PLAN NO.: VII 281-VISTA DATE: 2 -14 -12 SCALE: NTS A/C INSTALLATION DETAIL DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MARDAN FABRICATORS win C©RL NW 126TH AVE. SPRINGS, FL 33065 PH. (954) 345 -0111 DRAWING NO. 11 0 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 GLAZtNG 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 ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA FOR MEANS OF EGRESS P RP • E 9. CONTRUCTION IS TYPE V— t gmo mu 6� 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(o). 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 MAIN 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). FOUN DATION 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 CONSEOIUENTIAL 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 OLT1MA.TE 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 #28828 2831 EXCHANGE COURT Tel: 581 WEST PALM BEACH. FL 33409 Fas: 561 688 -5882 METRODESNOAOL.COM 888 -2844 PLAN NO.: MFI 28'1 —VISTA DATE: 2 -14 -12 SCALE: NTS NOTES DRAWN BY: RE REVISED: DEF PREFABRICATED ATTENDANT BOOTH MAR DAN FABRICATORS 3950 NW 126TH AVE. CORAL SPRINGS, FL 33065 PH. (954) 345 -0111 DPAWING NO. 12 4 • • RED/GREEN LANE LIGHT 4B" FLUOR. LIGHT (40W BULB) YPICAL S YL SC--' EMATIC FL DUPLEX RECEPT. ABOVE COUNTER DUPLEX RECEPT. UNDER COUNTER 3� LOAD CENTER 0 BY MFG LC. LAY "`. WIfN7H8FttlplpR acres as7S THIS PLANS REPRESENTS A SCHEMATIC LAYOUT ONLY, coNstRucroacootaranarmetatona AND IS NOT AN ELEC. ENGINEERED DRAWING. LAYOUY ONLY- rus.._u aaffeito SCALE: NTS TYPE 11 ELEC, SCHEMATIC LAY i*AI Y �3 OF ROOM 0 LOAD CENTER - 60A MLO. 120/240V, 1 -0104 J1 3- WIRE, ..8 SPACES. FLUSH MOUNTED IN vwnrovaOCmr - -- ELECTRICAL CABINET. NO MAIN BREAKER ._y'i 7 - 0 20 AMP, 120V SINGLE POLE LIGHT SWITCF Fuuuo n?31raos 20 AMP, 120V DUPLEX OUTLET ALLOW FLOOR 4 48" 1-TUBE (40W) FLUORESCENT LIGHT F'ttiiJREE ,1„.1 TOTAL AMPS B PHASE 19 a CEILING MOUNTED W /ACRYLIC DIFFUSER LEI A 5 WALL- MOUNTED 120V/230V -16A, 12,100 �I 3,500 WATT BUILT -IN HEATER. minimum .` rtctrng =1Q 1j 0 230V ELEC. RECEPTACLE p gig i'r�ss ALL "ON SITE" ELECTRICAL SHALL BE INSTALLED gig -THE NEC AND BY AN ELECTRICAL LICENSE CC) CflNTRACT ( 261 - ALL ELECTRICAL COMPONENTS UL LISTED, WIRED PER 2008 NEC SUGGESTED POWER SUPPLY: 60A MLO ,120/240V,1 PHASE J 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.Q.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 F. 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 L AD SC' E3ULE Y MFG) ELECTRICAL DATA PANEL TYPE MOUNTING 120/240V, 1 PH., 30A PANEL MAINS AIC RATING PNL OFFICE SINGLE PANEL DOUBLE PANEL ❑ COMMON COVER ❑ SQUARE D, OR EQUAL M.L.0.,60 A. SURFACE MOUNT IDENTIFICATION "A" AMPS LOAD '.B" AMPS LOAD AMPS TRIP C.B. POLES CIR. NO PHASES A B CIR. NO. POLES AMPS TRIP C.B. "A" AMPS LOAD "B" AMPS LOAD IDENTIFICATION WALL AC 16 1 /1 20 2 1 2 1 20 2 '7 J RECEPTICLES „„ ,,,, VM 16 -- -- 3 4 1 20 ,7 X 3 LIGHTS SPARE /��� 20 1 5 6 1 20 2%,�� RECEPTICLES -�-- - �,r 07 1 7 5 1 �./ TOTAL AMPS 16 16 TOTAL AMPS A PHASE 20 OUTSIDE LIGHT WATTAGE = 120 WATTS. MAX. CONNECTED PHASE AMPS TOTAL CONNECTED KVA J. TWO , P.E. #faeeee 2831 EXCHANGE COURT Tel: 581 888 -2844 WEST PALM- BEACH, FL 33409 Fat: 581 688 -8862 METRODESNOAOL.COM 4 20 2.4 3 TOTAL AMPS PLAN NO.: MF'I 281-VISTA DATE: 2 -14 -12 SCALE: NTS NOTES DRAWN BY: RF REVISED: DEF PREFABRICATED ATTENDANT BOOTH MAR DAN FABRICATORS r FI COROALNSPRINGS FL E33065 PH. (954) 345 -0111 [PAWING NO. 12.1 Florida Energy Efficiency Code For Building Construction EnergyGauge Summit@ Fla/Com -2010, Effective Date: March 15, 2012 -- Form 506 -2010 Total Building. Performance Method for Commercial Buildings PROJECT SUMMARY Short Dcsc: MFI -V4062 Description: Guard Booth Owner: Mardan Fab Addressl: Enter Address here City: Address2: Enter Address here State: Enter state here Zip: 0 Type: Office Class: New Finished building Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area: 24 SF Conditioned & UnConditioned Area: 24 SF No of' Stories: 1 Area entered from Plans 24 SF Permit No: 0 Max Tonnage 1 If different, write in: EnergyGauge Summit@ Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 5/25/2012 Page 1 of 8 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 43.0 System Unmet Hours 43.0 PASSED 19.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER 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@ FIa/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 5/25/2012 Page 2 of 8 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in aria ce with the Florida Energy Code Pan N...� di By R Building Official: CT Prepared By: it �UF CTUR bT Gt. 1 Modular lt� ltd :r I certify that this building is in compliance with the FLorida Energy Efficiency Code Florida Lic naS Owner Agent: Date: If Required by Florida law, I hereby certify ( *) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Electrical Designer: Lighting Designer: Mechanical Designer: Reg No: Reg No: Reg No: Reg No: Plumbing Designer: Reg No: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 5/25/2012 Page 3 of 8 1y� Project: MFI -V4062 Title: Guard Booth Type: Office (WEA File: FL MIAMI OPA LOCKA.tm3 Building End Uses Total 1) Proposed 2) Baseline 2.70 3.40 $43 $54 ELECTRICITY(MBtulkWh!$) 2.70 3.40 780 972 $43 $54 AREA LIGHTS 0.20. 0.30 52 81 $3 $4 MISC EQUIPMT 0.00 0.00 4 4 $0 so SPACE COOL SPACE HEAT 1.20 1.40 359 398 $20 $22 0.10 0.10 19 33 $r $2 VENT FANS 1.20 1.60 346 456 $19 $25 Credits Applied: None Passing Criteria = 43 Design (including any credits) = 43 Passing requires Proposed Building cost to be at most 80% of Baseline cost. This Proposed Building is at 80% PASSES 5/25/2012 EnergyGauge Summit® Fla/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 (W/Unit) or No. of Units (W) (W) (Sgft or ft) None Project: MFI -V4062 Title: Guard Booth Type: Office (WEA File: FL_MIAMI_OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description ID Area (sq.ft) Design Min Compli- CP CP ance PrOZolSpi 16 Office - Open Plan 24 1 1 PASSES PASSES Project: MFI -V4062 Title: Guard Booth Type: Office (WEA File: FL_MIAMI_OPA_LOCKA.tm3) PrOSyl System 1 Component Category System Report Compliance Room Units (Airconditioners No. of Units & Heat pumps) Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Room Airconditioners with Louvered Slides Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume 11.40 9.80 PASSES 1.00 1.00 PASSES 0.80 0.82 PASSES PASSES EnergyGauge Summits FIa/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 5/25/2012 Page 5 of 8 Plant Compliance Description Installed Size Design Min Design Min Category No Eff Eff IPLY IPLY 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 Req Ins Compliance finches] Runout? Temp [Btu -in/hr Thick ]in] Thick ]in] [F] .SF.F] None EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 5/25/2012 Page 6 of 8 Project: MFI -V4062 Title: Guard Booth Type: Office (WEA File: FL_MIAMT OPA LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report Operations Manual Windows & Doors Joints/Cracics Dropped Ceiling Cavity HVAC Efficiency HVAC Controls Ventilation 506.4.2 Input Report Print -Out from EnergyGauge FlaCom attached 303.3.1, 503.2.9.3, 505.7.4.2 502.3.2 Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2; all other products: 0.3 cfm/ft2 502.3.3 To be caulked, gasketed, weather - stripped or otherwise sealed 502.3 Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls 503.2.3 Minimum efficiencies: Tables 503.2.3(1) -(8) 503.2.4 503.2.5 ADS 503.2.7.5. HVAC Ducts 503.2.7 Balancing 503.2.9.1 Piping Insulation 503.2.8 Water Heaters 504 Swimming Pools 504.7 Motors Lighting Controls 505.7.5 505.2, 502.3 Zone controls prevent reheat ( exceptions); separate thermostatic control per zone; 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). Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Table 503.2.7.2. Fan power (imitations. HVAC distribution system(s) tested &balanced. Report in construction documents. HAC and service hot water. In accordance with Table 503.2.8. Performance requirements in accordance with Table 504.2. Heat trap required. Vapor - retardant or liquid cover or other means proven to reduce heat loss on heated pools; Time switch (exceptions); readily accessible on/off switch. Motor efficiency criteria have been met Automatic control required for interior Iighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent lamps>30W 0 0 0 0 0 0 0 0 0 0 0 0 0 EnergyGauge Summit@ Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 5/25/2012 Page 7 of 8 's. Project: MFI -V4062 Title: Guard Booth Type: Office (WEA File: FL_MIAMI_OPA_LOGKA.tm3) Unmet Hours Report System: PrOSy2 Zone:PrOZo1 Baseline Building Hours Under Cooled Hours Under Heated Jan 1 Apr 16 Aug 0 Year: 17 0 0 2 2 EnergyGauge Summit® Fla /Com -2010. Section 506.4 Compliant Software, Effective Date: March 15, 2012 5/25/2012 Page 8 of 8 EnergyGauge Summit ''4.1.0 INPUT DATA REPORT Project Name: VISTA 6080 Project Title: Guard Booth Address: Enter Address here Enter Address here State: Enter state here Zip: 0 Owner: Mardan Project Information Orientation: North Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea: 48 SF 6/612012 EnergyGauge Summit® v4.10 1 Zones No Acronym Description Type Area [sil Multiplier Total Area [sti 1 PrOZol Zone 1 CONDITIONED 48.0 1 48.0 ❑ Spaces No Acronym Description Type Depth [ft] Width [ftl Height [ft] Multi plier Total Area [si] Total Volume [cf] 6/612012 EnergyGauge Summit® v4.10 1 In Zone: PrOZol 1 PrOZo1Spl Zo0Spl Office - Open Plan 8.00 6.00 8.00 1 48.0 384.0 Lighting No Type Category No. of Luminaires Watts per Luminaire Power Control Type No.of Ctrl pts In Zone: PrOZol In Space: PrOZolSpl 1 Compact Fluorescent General Lighting 1 17 17 Manual On/Off 1 Walls No Description Type Width H (Effec) Multi Area Direction Conductance Heat Dens. R -Value [ft] [ft] plier [sf] [ Btu/hr. sf. F} Capacity [1b /cf] [h.sf.F/Btu] [Btu/sf.F] In Zone: PrOZol 1 PrOZolWal 2" Mardan Wall 6.00 8.00 2 48.0 North 0.0522 1.275 13.36 19.1 ❑ 2 PrOZo 1 Wag 2" Mardan Wall 8.00 8.00 1 64.0 East 0.0522 1.275 13.36 19.1 ❑ 3 PrOZo 1 Wa3 Metal 6.00 8.00 1 48.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4 @24 "+R1 1Batt/5 /8 "Gyp Metal 8.00 8.00 1 64.0 West 0.0920 1.072 19.38 10.9 0 siding/2x4@24 " +R1 IBatt/5 /8 "Gyp 4 PrOZo l Wa4 Windows No Description Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area [Btu/hr sf FJ [ft[ [fl[ plier [sf[ 6/6/2012 EuergyGauge Summit® v4.10 2 rc • In Zone: PrOZol In Wall: PrOZolWal 1 PrOZol Wai Wil User Defined No 0.5000 0.25 0.58 5.50 3.25 1 17.9 In Wall: PrOZolWa2 1 PrOZol Wa2WiI User Defined No 0.5000 0.25 0.58 2.00 3.25 1 6.5 3 PrOZo 1 Wag Wi3 User Defined No 0.5000 0.25 0.58 2.00 3.25 1 6.5 4 PrOZolWa2Wi4 User Defined No 0.5000 0.25 0.58 2.25 3.25 1 7.3 In Wall: PrOZolWa3 1 PrOZolWa3Wil User Defined No 0.5000 0.25 0.58 5.50 3.25 1 17.9 In Wall: PrOZolWa4 1 PrOZo l Wa4Wil User Defined No 0.5000 0.25 0.58 2.00 3.25 1 6.5 2 PrOZo l Wa4 Wi2 User Defined No 0.5000 0.25 0.50 2.25 3.25 1 73 3 PrOZolWa4Wi3 User Defined No 0.5000 0.25 0.50 2.00 3.25 1 6.5 ❑ ■ Doors No Description Type Shaded? Width II (Effec) Multi Area Cond. Dens. Heat Cap. R -Value [ft] [ft] paler [sf] [Btu/hr. sf. F] [Ib /cf] [Btu/sf. F] [h.sf.FIBtu] In Zone: PrOZol In Wall: PrOZolWa4 1 PrOZo1Wa4Dr1 2" Mardan Wall No 1.50 6.80 1 10.2 0.0522 13.36 1.27 19.15 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft[ piier [sf] [deg] [Btu/hr. Sf. F] [ Btu/sf. F] [lb /ct] [h.sf.F/Btu] In Zone: PrOZol 1 PrOZolRfl 3" Mardan Roof 6.00 8.00 1 48.0 0.00 0.0526 0.02 030 19.0 ❑ Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area [Btu/hr sf F] [ft] [ft] [Sf] [Sf] 6/6/2012 EnergyGauge Summit® v4.10 3 In Zone: In Roof: Floors No Description Type Width II (Effec) Multi Area Cond. Heat Cap. Dens. R -Value [ftj [ft] plier [sti [Btu/hr. sL Fl [Btu/sf. F] llb/cf) [h.sf.F/Btu] In Zone: PrOZol 1 PrOZo1F11 Solid core flush (2.25) 6.00 8.00 1 48.0 0.3504 2.85 Systems PrOSyl Component Category 1 Cooling System 2 Heating System 3 Air Handling System - Supply System 1 Room Units (Airconditioners & Heat pumps) No. Of Units 1 Capacity 11700.00 10700.00 1500.00 Efficiency 11.40 1.00 0.80 IPLV Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W- Heater Description Capacity Cap.Unit 1/P Rt. Efficiency Loss 6/6/2012 EnergyGauge Summit® v4.10 4 Ext- Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire Isf/ft/Nol [WI Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [FI [ Btu- in/h.sf.F] [in] [in] Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASLIULSgICIrAII User Defined Frm SunGlassTnt User Defined 1 2 0.5000 0.5000 0.2500 0.5000 0.2500 0.5800 ❑ Materials Used Mat No Acronym Description Only R -Value RValue Thickness Conductivity Density SpecificHeat Used Ih.sf.F/Btul [ft] [Btu/b.ft.F] [lb /cf] [Btu/Ib.F] 187 Mat1187 GYP OR PLAS BOARD,1 /21N 57 Mat157 3/4 in. Plaster or gypsum 4 Mati4 Steel siding No 0.4533 0.0417 0.0920 50.00 0.2000 U No 0.1488 0.0625 0.4200 100.00 0.2000 0 No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 6/6/2012 EnergyGauge Summit® v4.10 5 .f 271 407 MatI271 2x4 ®24" oc + R11 Batt No Mat1407 R -19 Generic Insulation No 10.4179 0.2917 19.0000 0.4147 0.0280 0.0218 7.11 0.30 0.2000 0.2000 • ❑ Constructs Used No Name Simple Construct Massless Construct Conductance [Btu/h.sf.F] Heat Capacity [Btu/sf.F] Density [lb /cf] RValue [h.sf.F/Etu] 1028 Solid core flush (2.25) No Yes 0.35 2.9 ❑ Layer Material No. 1 279 Material Solid core. flush (2.25 ") Thickness [ft] Framing Factor 0.000 ❑ No Simple Name Construct Massless Construct Conductance [Btu/hsf.F] Heat Capacity iBtu/sf.F] Density [ib /cf] RValue [h.sfFIBtu] 1055 Metal siding /2x4@24 " +R11Batt /5/8 "Gyp No No 0.09 1.07 19.38 10.9 ❑ Layer Material No. I 4 2 271 3 187 Material Steel siding 2x4 @24" oc + RI l Batt GYP OR PLAS BOARD, I/21N Thickness [ft] 0.0050 0.2917 0.0417 Framing Factor 0.000 0.000 0.000 ❑ ❑ ii No Name Simple Construct Massless Construct Conductance [Btu/hsf.F] Heat Capacity [Btu/sf.F] Density [Ib /ct] RValue ih.sf.F/Btu] 1060 2" Mardan Wall No No 0.05 1.27 13.36 19.1 ❑ Layer Material No. 1 407 2 57 Material R -I9 Generic Insulation 3/4 in. Plaster or gypsum Thickness [ft] 0.4147 0.0625 Framing Factor 0.000 0.000 • il 6/6/2012 EnergyGauge Summit* v4.10 6 No Name Simple Massless Conductance Heat Capacity Density RYaiue Construct Construct [Btu/hsf.F1 [Btu /sf.F1 [lb /cfj [h.sf.F/Btuj 1061 3" Mardan Roof No No 0.05 0.02 0.30 I9.0 Layer Material Material No. 1 407 R -19 Generic Insulation Thickness Framing [ft[ Factor 0.4147 0.000 6/6/2012 EnergyGauge Summit?} v4.10 7 .r.b 9arY 4, ,.a i �^'" .ft ixw.: 1 -..ry tir., = ,�,,.�4.,.,_ , ...,+ s. ! ;.,...w. ,.. �t..�Lt.,..Jr.i 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 15 SQ FT Occupancy Type 11300 NE 2 AVE NE 2N° AVE & NW 115TH ST Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178346 Permit Number: CC -7 -12 -1335 Scheduled Inspection Date: September 12, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY 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: Alteration Phone Number Parcel Number 1121360010160 Phone: (954)410 -3250 Building Department Comments INSTALLATION OF A NEW GUARD HOUSE AT NE 2 AVE Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 11, 2012 For Inspections please call: (305)762 -4949 Page 21 of 31 EXIST. INFORMATIONAL SIGN TO REMAIN I\ EXIST. CONC. CURB TO BE REPLACED ALONG RADIUS ( APPROX 25 LF) EXIST. 16' RADIUS LIMITS OF CONSTRUCTION cast co$4. carte 0 0 . fEP icEU , L-ONG,RADIUS (ARP(2O 4Q In (8) EXIST. WOOD BOLLARDS TO BE REMOVED AND REPLACED WITH REMOVABLE BOLLARDS 10 EXIST. CONC. CURB TO BE REPLACED ALONG RADIUS (APPROX 25 IF) A FIELD REVISIONS 8/30/12 -1 SEE SHEET C -102 FOR PARKING AREA BARRY UNIVERSITY CHAPEL HALL PARKING AND GUARDHOUSE Issue Date: 08.30.12 Scale: Cannon 00.10. 2010 Project No: 03617.00 Sheet Ref No: C -103 EXIST. GUARDHOUSE TO BE REMOVED AND REPLACED 1MTH MARDAN 6'X4' GUARDHOUSE IN SAME LOCATION. ELEVATION OF FOUNDATION SLAB TO BE FLUSH WITH PROP. SIDEWALK (SEE ELECTRICAL AND STRUCTURAL PLANS AND PRODUCT SHEETS FROM MARDAN FOR DETAILS) MATCH EXIST. SIDEWALK ELEV. FLUSH REMOVE EXIST. 3' CONC. SIDEWALK AND CONST. 10 LF OF 7' CONC. SIDEWALK TO MATCH BOOTH SLAB WIDTH. A810031 rl SD -0002 MIAMI-DADE - MUNICIPAL INSPECTION REQUIREME TS AND RECORD 08/06/2012 �1200�185 FOLIO: 1121360000050 MUNICIPAL NO.2012-053628 2 _PROCESS NO. M2 JOB SITE ADDRESS 11300 NE PROPOSED USE SCHOOL BUILDINGS REQUIRED INSPECTIONS FIRE 0001 FIRE INSPECTION 200 FIRE HYDRA 208 FIRE TCO 211 PRELIMINA 209 FIRE FINA /ALTERATION EXTERIOR a DATE Miami Shores Village Building Department 90050 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 N PERMIT APPLICATION IC TION master Permit No. FBC 20 1j'' . ,•,� �L Permit Type:( iUILDINGD pMCMEWM-r-u JUL 1 8 2612 BY: 12 —� ROOFING OWNER: Name (Fee Simple Titleholder): Address: \ ' 0 V City: 114■twu►l Tenant/Lessee Name: B.ce1 1r1Lf6*'1 Phone #: ads - - aosa i dAvu,ris c . 1MIti\ • �p,.rry • tt� 1v■ SVws.46 State: Phone#: Zip: &61 Email: JOB ADDRESS: City: u3oo ;,4 k44 Miami Shores County: Miami Dade Zip: X61 Folio/Parcel #: 11 XI3b 00000 0 X Is the Building Historically Designated: Yes NO ^ Flood Zone: CONTRACTOR: Company Name: Pt$50Z N Phone#: '° 11: FJ Address: ;PA N. NiareAS City: �". a 4 State: Zip: ``33121 �n Qualifier Name: cLc \ 10 r I ate- t� C Phone#: %T' ND State Certification or Registration C. ‘� 16D VIV L Certificate of Competency #: Contact Phone #: 164". MD' 1151716 Email Address: S1r1`rogX obssituttk. 401" DESIGNER: Architect/Engineer: CALrtla A ��+� Phone#: hl ®3 9OI PI. 3►2.. a'1,645•oa Value of Work for this Permit: $ Type of Work: Addition UAlteration Description of Work: Square/Linear Footage of Work: ❑New 'ek$ICIA Sv11 4A- A t\ 1* Ateit k taw 1164-3% S�• ❑Repair/Replace rdrAWASIL UDemolition ***** *** wax **** x******w*****************Fees*** ****m **** ************** ** ****** ********* Submittal Fee $ Permit Fee $ 6-131 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a' .9S 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 approved+-', a reinspection fee will be charged. Signature Owner or Agent ss The foregoing instrument was acknowledged before me this .26, day o — , 20 �d, by 8®uck.IG -a- who is personall o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission APPROVED BY .•t;; p� •4,,4. MICHELLE A. BAtiLLY ; % Notary Public - State of Florida 4 My Comm. Expires Jul 6, 2014 Commission # DD 972411 National Notary Assn. JiW� uJcm wA Signature / Contractor The foregoing instrument was acknowledged before me this 4-1 , 20 f) by •h err ( i Qr 1 day o;( who is ersonally known tpre or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �%% % %%Tr'� ,, MICHELLE A. BAGLEY My Commission . F <t, : Notary Public - State of Florida My Comm. Expires Jul 6, 2014 * * ** ** *** * *** * * **** **** Cff/5-`•1. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) - 4 Commission 0 OD 972411 'O ���` 00404046414404:400464.4r A. fret. 1 Zoning Clerk *► BUILDING 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 0.9 t T --P BYo ee°aeee____°aee�v000 Permit No.tt-/ [2-1 334) PERMIT APPLICATION Maste Permit No 2 -1 4 FBC 20 Ave L1 0P.I I otie.60 Permit Type lectrical OWNER: Nam e ee mTi hol�der): ?Aral U ) Vtr4 Phone # 3 30 6 0 Address: AV� o City: Tenant/Lessee N. Email: 1 ,hote6 State: L,. e: (r v&' LZ wAtr lie, It Zip: 3g 4 e Phone #: 306 - R0)9. 306 0 JOB ADDRESS: 1 1500 P Qt Y1 AVM City: Miami Shores County: Folio/Parcel #: 1.1310 00000 60 Is the Building Historically Designated: Yes NO Miami Dade zip: Y 5I to e Flood Zone: � ...4I. 2 Phone #: � CONTRACTOR: Company Name: , �'� *V %�y ,J� E Address: Il 101 00 --r U _ City: / State: Qualifier Name: C hair- ks 6, 772a1/46° Q S eco®9 d03 C State Certification or Registration #: rtificate o Contact Phone #: Email Address: e Vn Zip: ��pp� Phone #: 5* • 432 -11)- Competency #: co rn DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: GM 00 Type of Work: ❑Address ❑Alteration Description of Work- $ Square/Linear Footage of Work: ❑New ORepair/Replace (v�- "u— °for Demolition new 51AArci hook. a+ n AJ ut, 4- tJW 1 t� x:* **** *: x***** ************** * * ********** Fees* **x:* **: n*********** ***x: ****** * *********** *** Submittal Fee $ Permit Fee $ /4-159 tlf" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1' 3 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 MR 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 spection fee will be charged. Signature e ar•• 9 rern Owner or Agent Signature ftt- Contractor pp The foregoing instrument was acknowledged before me ��th'iis �1) The foreg ing instrument was acknowledged before me this u 3 day o %.�—.-� _ , 20 a, by $ 3M I€4Q_ f oc: a,��%� day of :� .i . .� , 20 I, by CL� es �Q why is ��. rsonall known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E a �i J air/ /�� T."'' • * * * * * * * * * * * * * ** APPROVED BY ? L �°`�c:-L Notary Public - State of Florida x• .' •E My Comm. Expires Jul 6, 2014 :4 �!� Commission # DD 972411 �''4•°. �`a�'`��, Bonded Through National Notary Assn. who is personally kn o me or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission Commission DD 806410 u ^: ji• g Expires September 25, 2012 : ,RFNI,°,Q`° Bonded Thru Troy Fain Insurance 800-385-7019 ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk