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CC-08-1791 C c- to Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 144185 Permit Number: MC -10 -08 -1793 Scheduled Inspection Date: May 25, 2010 Permit Type: Mechanical - Commercial Inspector: Perez, JanPierre Inspection Type: Final Owner: RUSSO, CHRIS Work Classification: Addition /Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- - Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building Department Comments INSTALL 2 NEW A/C UNITS 1- 10/1 -5 TONS AND NEW DUCT WORK. MECHANICAL VENTILATION REPLACEMENT. Inspector Comments Passed Failed Correction ❑ Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 24, 2010 For Inspections please call: (305)762 -4949 Page 15 of 22 "`aa �. -ohs -_ ,.•» 'R. >'+' .,,, -° •>"°r °osi.-O •-,9. ..��,., > � mr. -�� ........ , .,,�.. _...._ >. ins; ,. Y('....vw _ .- @....:. _ :?......e' _ St a ...'cY, i t ,il t.� . it }; xu..,.`� .. _.,. ,k:., P ,. !a.: .! >.� „�zt.... Certificate of Completion Miami Shores Village 4 t a 10050 NE 2 Ave, Miami Shores Fl, 33138 ` Tel: 305-795-2204 Fax: 305-756-8972 ` Building Inspection Department s 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: - -+ Permit Type Commercial Construction Bldg. Permit No. CC -10 -08 -1791 .� Owner CHRIS RUSSO Contractor JAMES DENTICO CONTRACTING INC ( Subdivision /Project <NONE> Date Issued 05/28/2010 tf. Construction Type Occupancy Load 1 ” INTERIOR PARTITION FOR GYM 10,210 SQ FT . 9 ° ; L 9301 NE 6 Avenue }' + r Miami Shores FL 33138 -ti t "a' ..h L ocation mass z�y�' 4 ,• � n ! � Y � .. Building Officials Approval Norman Bruhn, CBO ° Not Transferable Rt 7 + '` A � i. v: + +a? � • ,.c;. � ;: a t � ..r, ,, �:.. , , POST IN CONSPICUOUS PLACE ..;..... , ; , F , :. -_.: -,.. • �, : - � � `� �`�` �+ • "•. wa.�`eY,�� i a r. , . e ,�, .. a`' w t . . f� � �F z a�•:.,.� �..y sz- ��:�... � r,�. .Cr��_ a ,..�.i .;�. _ f - '�"'ais ; , , � �X� . ' :.,�`'% � ^51a7 - o� T + � ' r .. , " ' `� '?, - ''r� � �� Yy-- � - — ."#"��" # d s*�w' � - •yin q�, e'� }'xv,° +_,�' - a . � � a' � *�: + , z• �$�"` j ,,Y�$x 3 '�7 _ kL ��b,�T..t'� rt:.Fr - ' , " .� a�� 3� ��?--�,�, ',�.c� ..�, _ xy. . :.E � °1 r' �,. a, u• b. �� ,� ,�" ' # :� ti' > „ " ro Ya � °II tti s �q • � , 'ate e s � y�� ;rb f �� k •! °"%Y �'. p' Y'. j � .xn� i� . w � n � ri 1+� .tr� ..:1 � 1 �•' t ' t � �` � �• � �� / ' C� a1 '+ .L'S , � � � i,�37 L# rit ��.�,�' � �� i�`� �� te.��. 'f�h `�!k� v f9 :. s7 �+�1 � '. L �.- 6S;v, +....- �� .- �.... - -- ��.- -�.-� _.- .aft _ � .e ._ r z .� � -_ _.n e•_ _- .C3 •« . - a - _- . _ �: e.-_ _ -i t ._ �_ _ _ - 1. `�I I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspectic umber: I NSP- 110186 Permit Number: CC -10 -08 -1791 Inspect (- ate: May 28, 2010 Permit Type: Commercial Construction Inspects ruhn, Norman Inspection Type: Final Building Owner: RUSSO, CHRIS Work Classification: Alteration Job Add- : 9301 NE 6 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 1132060150010 Project: <NONE> Contras` JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building partment Comments NEVV I; RIOR PARTITION REMODEL FOR GYM 511812' TC PERMIT EXTENCION CHECK FOR 73 BOUNCED. Inspector Comments CREATED AS REINSPECTION FOR INSP- 105964. CREATED AS REINSPECTION FOR INSP- 105221. CREATED AS REINSPECTION FOR INSP- 105165. ok TO ONE SIDE ALL METAL WALLS EXCEPT ❑ BATHROOMS All Ok except Baths and lockers lion All permits and work must be complete. 6 16-- Glass at interior windpw is required. i Parking lot must be completed. Dumpster must be removed. Mechanical inspections must be complete, 2 A/C missing. NB section 9e iI Inspections can be scheduled until i fee is paid. For Inspections please call: (305)762 -4949 Page 1 of 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: 305)795 -2204 Fax: (305)756-8972 ous"Z't'-- eturn to: Miami Shores Village Invoice Number: CC -6-09 -35029 10050 N.E. 2nd Avenue NE Invoice Date: June 05, 2009 Miami Shores, FL 33138 -0000 Permit Number: CC -10 -08 -1791 Bond Number: Bill To Comments: CHRIS RUSSO M POWER PROJECT GYM, INCORPORATED 9301 NE 6 Avenue MIAMI SHORES, FL 33138- Alt t' r � Date Fee Name Fee Type Fee Amount 06/05/2009 Temp /Partial CO Renewal Fee Fixed $500.00 06/05/2009 Temp /Partial CO Fee Fixed $0.00 Total Fees Due: $500.00 Payments Date Pay Type Check Number Amount Paid Change 06/05/2009 Check 1129 $500.00 $0.00 Total Paid: $500.00 Total Due: $0.00 Friday, June 5, 2009 r Miami Shores Village _ Building Department PY 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 f d j n ( D e pt. Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address A City 16 1OfAt S State c Zip 3 i Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 4 JCS( . Wow — city City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO _X-_ Contractor's Company Name h ne # Contractor's Address e Ci I AM , State rte[ zip 3 Qualifier Name cd Phone # State Certificate or Registration No. CGYM V�� Certificate of Competency No. i Architect/Engineer's Name (if applicable) Phone # i, Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ' -3:103s1W O F _TC0 Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —� C Cll JUN ® 5 PAID 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 taws 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 Signature Signature Owner or Agent Contractor The foregoin ins ent was acknowledged before me this The foregoing instrument was acknowledged before me this day of , by r— i 'Q.1 S RAAS� day of .20 _, by , who is pers kn to me or who has produced— L_ . who is personally known to me or who has produced As i Jentification and who did take an oath. as identification and who did take an oath. '�'�"g'' MICHELLE DENTICO NO RY P BLI COMMISSION # DD786672 NOTARY PUBLIC: ''' � EXP)RES May 07, 2012 Sign ) 398 01 F ryseroimcom Sign: C441�co�ny�� Print. 4 M C Print My Commission Expires: A4LLA4 (,`� I c 1 `Z My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: CC-6 -09 -35029 10050 N.E. 2nd Avenue NE Invoice Date: June 05, 2009 Miami Shores, FL 33138 -0000 Permit Number: CC -10 -08 -1791 Bond Number: Bill To Comments: CHRIS RUSSO M POWER PROJECT GYM, INCORPORATED 9301 NE 6 Avenue MIAMI SHORES, FL 33138 - f� X16 ` r'� � . Date Fee Name Fee Type Fee Amount 06/05/2009 Temp /Partial CO Renewal Fee Fixed $500.00 06/05/2009 Temp /Partial CO Fee Fixed $0.00 Total Fees Due: $500.00 Payments Date Pay Type Check Number Amount Paid Change 06/05/2009 Check 1129 $500.00 $0.00 Total Paid: $500.00 Total Due: $0.00 Friday, June 5, 2009 MPower Project Wellness 9301 NE 6 Avenue Miami Shores, Fl 33138 Mr. Norman Braun Village of Miami Shores 10050 NE Second Ave Miami Shores, F133138 Dear Norman: As you know due to unforeseen economic stress we are unable to complete the Mechanical Plans at this time specifically the addition of two units at the front of the building (see plans). Therefore we are asking for an extension of our Temporary Certificate of Occupancy for the maximum of 90 days. We hope to be able to complete the work by that time. Sincerely, Jane Dentico 'stopher Russo Dentico Construction powerProjecr o f L. Miami S hores e Villa s� g Building Department ■ ■.■ u „�� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 j 4:rM_ P Fax: (305) 756.8972 E -mail: BruhnN(&- MiamiShoresVillaoe.com Norman Bruhn Building Director Friday, June 05, 2009 Chris Russo Owner /Operator M Power Project Gym Re: M Power Project Gym "Temporary Certificate of Occupancy" CC -08 -1791 This letter is to acknowledge several items that must be completed prior to the expiration of the Temporary Certificate of Occupancy. The owner, Chris Russo, understands and acknowledges that all outstanding permits and inspections must be completed and approved prior to the expiration of the Temporary Certificate of Occupancy and a full Certificate of Occupancy issued by Miami Shores Village Building Department. Chris Russo further acknowledges that Miami Shores Village is not responsible for any issues that arise by not complying with obtaining a complete Certificate of Occupancy prior to the expiration of the Temporary Certificate of Occupancy including the closing of the business until a complete Certificate of Occupancy is issued. The Temporary Certificate of Occupancy will expire on September 4, 2009, 90 days from issuance, August 31, 2009. The Temporary Certificate of Occupancy is not a license to do business and all appropriate licenses are required prior to opening including an Occupational License from Miami Shores Village. Received and acknowledged by: Chris Russo Signature: � � ��. same Shores Village a FE' Building Department 10050 -NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT r �q2 S� PERMIT #; 1 !J DATE: OCT Contractor • Owner • Architect Pick up.2 sets of plans and (ot r) 4 0 Cer A P Address: (0 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 permitting process. Acknowledged by: � r PERMIT CLEARK INITIAL: n yg RESUBMITTED DATE: I PERMIT CLEARK INITIAL: 77 I TT 17 Miami Shores Village _Building Department MAY 2 7 200 �J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY Tel: (305)795.2204 Fax: (305) 756.8972 BUILDING Permit No. �� ~ PERMIT APPLICATION Master Permit No FBC 200r Permit Ty Mechanical al cr Owner's Name (Fee Simple Titleholder) C * s kW©" Phone # Owner's Address c)� city _'Yi lirl State Zip Tenant/Lessee Name A l p�e�, �"j' �' � /�'� Phone # E -MAIL: Job Address (where the work is being done) � ! /e, (o AV City Miami Shores Village County Miami -Dade Zip :zw FOLIO / PARCEL # Is Building Historically Designated YES NO i Contractor's Company Name :�A m , - DE "A c o �� t dX M Contractor's Address J•a7SS la C � „� � � � ./ CI City l -1 CA ►M`�t °%e S State _:__F Zip da-L 6 - Qualifier Name SQ M _ 1)-G bt'T` 1 C -S C # ®S `75 State Certificate or Registration No.CM C O n q 7 a_ Certificate of Competency No. E- MAIL: y j j Arch itect/Engineer's Name (if applicable) Phone # Value of Work For t is t $ Square / Linear Footage Of Work: Type of Work. ti ri ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe W lot 04 MW >� xxxx4a dexa4xeYxxxe4 eYaYxde cede sY aYxticxoYxe4xdexdc ie****** Fees ********** oeua4xxxxeY sc 4: x9e nYx�xa��rxdexxeexxxxe{xxdr Stt l Fee $ Permit Fee $ CCF $ CO/.CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ / See Reverse side -�. 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. l 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. l 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 firs pection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection of be approved and a reinspection fee will be charged. Signature. Signature Owner or Agent Contractor The foregoi strument was ac wledged before me this The foregoi instrument was acknow we before me his �� day of , 20�, by , day of a1. , 200, by JYtnS �A_ who s rsonally known me or who has produced who is p mown to me or who has produced dentification and who did take an oath. `- Aentification'and who did take an oath. NOTA PUBLIC: I V N O TA PUBLIC: � 5 Sign: Cub, "A Sign: Q • ,tt' .v c 5� 4 Print: Print My Commission Expires: .' '� $ �4 My Commission Expires N. �, n ..: • �;v o► � 0 � xxde�icxkxxa 4a &znY4: dexxxic dr &xx4 de 4:xxr. a4xxx9e,ti,Y 4:xdex��'� � a:z$�t at itxxu�tuxaYxx4exxxxxx9 :xxoYxocxxxie ocxxic� ��xo�c9cm �lu� �;• APPLICATION APPROVED BY: S S Plans Examiner Engineer Zoning (Revised-02/08 /06) , BUILDING DEPARTMENT ORID�' I0050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756.8972 xc Review Comments for Mechanical Processor Job Address: �j � n' [ �(� , �,ermit No:. � � Reviewer: Contractor: Phone No: Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. 5 Equipment on roof over 16' require permanent access. FBC -M 6033 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3. ( ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant FBC -M 40I.5. { ) 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 /� fi 1 nn � (� 24 Other ,+l f U1 A4L 4b t o F mil__. �/ YWV y� �� WOA * Paw 0 &C64 L41-A Comment Sheet Mechanical Page — of — 07104R1.0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL i �� Phone: (305)795 -2204 Fax: (305)756 -8972 cc I Inspection Date: January 26 2009 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Rough Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue NE Miami Shores, FL 33138- Phone Number 0— Parcel Number 113206015001 Project: <NONE> Contractor: YOSEFVAR ELECTRIC CORP. Phone: (305)232 -7501 Building Department Comments Inspector Comments Passed Faded � c��1'�'`� Correction /7 Needed ❑ J-- evA V Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 23, 2009 Page 1 of 1 R -. O $b Miami Shores Village _ " - :` r 1 0050 N E. 2nd Avenue M .. �4.4. J.Efa3J.'.it : � y �[ e>R b1Yk .........:..: Miami Shores FL 331 38 -0000 795 -2204 Phone. t ) 305 X13...... m � a ce? Ex iration:0 s 71 09 Project Address Parcel Number Applicant 9301 NE 6 Avenue 1132060150010 Miami Shores, FL 33138 Block: Lot: THE 9301 ESTHER RACHEL MEN Owner Information Address Phone Cell THE 9301 ESTHER RACHEL MEADOWS 9301 NE 6 Avenue MIAMI SHORES FL 33138 - .............::: Contractor(s) Phone Cell Phone ....., ....,.....::.. . YOSEFVAR ELECTRIC CORP. (305)232 -7501 :Valuation: $ 39,000.00 ...................................................................................................................................... ............................... Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: GYM Inspection Type: Classification: Commercial Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Total I Amt Paid Amt Due CCF $23.40 Education Surcharge $7.80 $ 1,238.45 $ 1,238.46 Notary Fee $5.00 Permit Fee - Additions/Alterations $1,170.00 Payment Type: Check / Number: 1066 Scanning Fee $3.00 Technology Fee $29.25 Total: $1,238.45 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. January 13, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, January 13, 2009 1 ' Miami Shores Village RECOVED Building Department 0 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 o BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) Phone # ��',, 9lo O O Owner's Address ? 9 6 / Allc d � Ar Ci ty g, ( V .S State agka 4- Zip /3& Tenant/Lessee Na _ Phone # �-s E -MAIL: L Job Address (where the work is being done) ��(�/ /►�� City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Yose- 1/ �'C I-'Zle Phone # 3 6 S� � � "."4 3 3,1' Al Contractor's Address Z3 �,S'(,v �o /� City l ��`' State / Zip 3-3 /5 7 ,/, Qualifier Name r/` C� �� Phone # State Certificate or Registration No. • / 3 O /Z 7 2,9 C j ificate of Competency No. 6 3 60 0 695 /39- E-MAIL: 'y6 VA /e , C p? 0p ® O /K. A)e.tx _ Arch itect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $,� 0 0 0 0 Square / Linear Footage Of Work: Type of Work: ❑Addition j ❑New ❑ Repair /Replace ❑ Demolition Describe Work: EL vwjaK npr s yft l xxxxdexda eYaYx &do ak 9cxx�xxic oY &xx9e 4e oYxxx9rY nYxfxxxde %� oY e:xxxxxxxx�xv:xxuueYxxxxYxxat rxxx�xeFxxxxxxx�ex Submittal Fee $ Permit Fee $ � � / CCF $ CO/CC Notary $ !6)�� Training /Education Fee $ 1 W Technology Fee $ ��'per✓ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I ,� See Reverse side I 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. 1 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 $2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pr perty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the cti inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspe ill not be approved and a reinspection fee will be charged Signatu Signature-. Owner or Agent Contractor The foregoing instrument was acknowledged before me this !o The foregoing instrument was ackno before me this ^^ day of � , 2 0 - a$ , by t.A MgotY day of Ci , 200 c_2-, -g — /, + As identification and who did take an oath. as identificati $ � NOTARY PUBLIC: NOTARY PUBLIC: �Odrfg @8 M01 � ; M ��¢ MY COMMISSION # DD 483995 Sign: _': *S EXf�IRES:Ootober20,2009 Sign: C,� ?'� b >•• Bon � Print: ,Pf� �iL°�% Print: My Commission Expires: My Commission-Expires: 1 / . ({ � Z f 7— xzae x' Y icxx�x4t ee a'e 4c�xxat de$tr fcx is r. �e dex9:x�rxde �cxxxx9e a:xxxxxaYxxr. $c $: 4c i:xx %xxxx�' '�' i.a'f�a�a�'aa12'Sx�t7Wk F'R�xeY 4e 9.4:xuatxxst kx APPLICATION APPROVED BY: r. - n ans Examiner Iypaded'Ihru Atlantic Boa Engineer Zoning (Revised 02 /08/06) o MOMETM OUTSIDE INSIDE BAR 0 4 2009 Y®-------------------- NOTE: WEATHERHEADS TO BE 13'-0" ABOVE ASPHALT (3)- 3/0 THHN CU IN 2" E.M.T. CONDUIT (4} 800 MCM, THHN Od 31W RICBD CONDUIT (3}- 600 MCM, THHN IN 31/2" RIGID CONDUIT PANEL PANEL PANEL ELECTRICAL C B 0 AM P v 0 AMP v A METER FPL 400 AMP MAIN 400 AMP MAIN 200 AMP THREE PHASE SINGLE PHASE 120/240 V C T FOUR WIRE THREE WIRE SINGLE PHASE TAP SI H HAMMER PRL1A HAMMER BOX PRL1A BR4040 (3). 60Q MCM, THHN (1)• 4 THHN, NEUTRAL IN 31/2" RI ID CONDUIT (3)- 600 MCM, THHN IN 31/2" RIGID CONDUIT i -- - 1/0 Cu ZONING DEPT BLDG DEPT 3/4 " COPPER WATER LINE • • s s s sss••s •• • • •s SUBJECTTO COMPLIANCE WITH ALL FEDERAL • • • • • • • • • ; 10'-0" GROUND RODS 6'-0" APART •ssss• ••,,,•• STATE AND COUNTY RULES AND REGULATION • ot, • �' I �ssss A RAM ADDENDUM TO PERMIT I s 01 KL t RICAL RISER G NUMBER ELC -10 -08 -1805 • s s t ` ' $ 2 • • SEAL: • ,� A 15 UfE Spa; •• wl,,.�l. ��„ JAMES DENTICO CONTRACTING INC. M PZ7�NL'93,P�OJEC1' JAMES L. DENTICO PE 0028502 9301 N.E. 6TH AVE 4 1 aoog 10055 BISCAYNE BLVD. MIAMI SHORES, FL 33138 MIAMI SHORES, FLORIDA 331381 PHONE 305 - 756 -6553 FAX 305- 754 -9605 Miami Shores Village Building Department 10050 N.E.2nd'Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 - Per- mit -NFo. Ae G —04 Job Name 5rh ELECTRICAL CRITIQUE SHEET L p v.- Inspection Worksheet K: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 MAR ®'9 -- - ----------------------------- - --- - - -- - - - - - - -- - -- - - - -- - _--------------- - ----------------- — -----------_-------- ........................................ .... . ... . ............ . ... ....... j wool Inspection Date: March 05, 2009 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Rough Owner: I - Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: YOSEFVAR ELECTRIC CORP. Phone: (305)232-7501 B uilding Department Comments Inspector Comments Passed E:1 CREATED AS REINSPECTION FOR INSP1 PARTIAL ROUGH t �e& X Failed 6z'- — Correction Needed ❑ /'v o H1 -e Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 05, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village _dmwe:�hh 10050 N.E. 2nd Avenue Miami Shores, FL ........... 111110""'T A Phone: (305)795-2204 Fax: (305)756-8972� • ............. . — - ------------- — - -------- - - --_--------------- ... ............ — --------------------- - -- .... . . — - - -- - -- - ------- ......... I ------ n . ..... Scheduled Inspection Date: March 11, 2009 Permit Type: Electrical - Commercial Ins '. pector: Devaney, Michael Inspection Type: Rough Owner: I Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: YOSEFVAR ELECTRIC CORP. Phone: (305)232-7501 Building Department Comments Inspector Comments Passed El or Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 10, 2009 Page 9 of 17 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: ELC -3 -09 -34255 10050 N.E. 2nd Avenue NE Invoice Date: March 16, 2009 Miami Shores, FL 33138 -0000 Permit Number: ELC -10 -08 -1805 Bond Number: Bill To Comments: THE 9301 ESTHER RACHEL MEADOWS 9301 NE 6 Avenue MIAMI SHORES, FL 33138 - ....... ........... ::::::............:. ............................ ............................::: :.::::.::::::::::.::::....................................................................................................................................... ............................... Date Fee Name Fee Type Fee Amount 03/16/2009 Scanning Fee Calculated $9.00 03/16/2009 Revision Fee Calculated $235.00 Total Fees Due: $244.00 Payments Date Pay Type Check Number Amount Paid Change 03/20/2009 Check 1113 $244.00 $0.00 Total Paid: $244.00 Total Due: $0.00 Friday, March 20, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL y Phone: (305)795 -2204 Fax: (305)756 -897 ...... ..�:�:." � •:.:..;:: :' .3::::. • �. • ::::: t��::' :.:.r':� <•':�:.::::::::::::::.: ter':' �.:.:.::':? �'. �%':: �.:.:.:':' �::':: �:<?''' ':':::::::::::':k.:::'?::::i::t :,:; >:;:•.; >: •:::;;.•.; +, ...............:::::::::::: ::...........................:. ........::::::::::.:::. x.::. r:....:......:..........:::::::::.::::::::::.:::::: ......................... :. *c . � M... Inspection Date: March 20, 2009 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Final Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number 0— Project: <NONE> Parcel Number 113206015001 Contractor: YOSEFVAR ELECTRIC CORP. Phone: (305)232 -7501 Building Department Comments 6 Inspector Comments Passed e.�-� Failed Pe17 jz� • I '/-- 0e'1'5 Correction Needed Re- inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 20, 2009 Page 1 of 1 j;EWE , iami Shores Village oMo vk? )L gAR 0 as uilding Department jiff— R1o� 5 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUMDING Permit No. PERMIT APPLICATIO Master Permit No. C C -1 0 Q - ®k'"- I FBC 2004 Permit Type: Electrical 1� e ( ICS S LLC Owner's Name (Fee Simple Titleholder) 1 G S Phone # Owner's Addres JtW LA e City t State (• f ' Zi 3 � (3 iF r Tenant/Lessee Name Phone # E-MAIL: tt ,, Job Address (where the work is being done) q 3o f NF— L�* A L&ePt i E. City Miami Shores Village County Miami -Dade - Zip FOLIO / PARCEL # i 1 (n C 1 �� i (nC'' 1 0 Is Building Historically Designated YES NO ".�L_ Contractor's Company Name YO 61 V M 1 C^ /G 64LO Phone # 30S- — 7.5'0 Contractor's ddress S/S 10 / � City l State Zip .331 Qualifier Name E Phone # 29C — e 5.5 — 1,1 9 State Certificate or Registration No. C & It /3 0/ 2 778 Certificate of Competency No. 03 C, 0 0 1 3 8 E -MAIL: ; r Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square 1 Liner Footage ork: . N. Type of Work: ❑Addition ❑Alterahmj ° ew r Reair/R lace ❑Demolition Describe Work: Submittal Fee $ Permit Fee $ K!0 41 CCF $ CO /CC Notary $ _ Training/Education Fee $ Technology Fee $ Scanning Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prop is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fir nspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspectio 1 not be approved and a reinspection fee will be charged Sign Signature Owner or Agent Contractor The for instrument was acknowledged before me this (C� "The foregoing instrument was acknowledged before this 6 day of 20 pq, by COCAS 12 �Z� day of IfIq Qom° 20 �?, by who is personally known to me or who has produced who . ersonal fl o me or, who has - produced F L D I . As identification and who did take an oath. as idea . c lion and who did take an oath. NOTA4Y PUB C: NOTARY PUBLI am Now= 14Mk•�ld1 M! Cos�. lFi�rq+Y1r i't. Sign: _ Sip: AM Print: I 07 " 1' print: My Commi ( ts$ M Commission Expires: APPLICATION APPROVED BY: h' ® Plans Examiner Engineer Zoning (Revised 02108/06) ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL rI UNIT FEE ITEM UNIT FEE ITEM UNIT FEE 4TH TUB SWITCH OUTLETS SPACE HEATERS IDET LIGHT OUTLETS CENTRAL HEATING isipS a RECEPTACLES A/C (WIND) ISAOS& SERVICE TEMPORARY A/C (CEO-) RINKING FOUNTAIN SERVICE SIZE IN AMPS OUCT WORT( LOGE DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION REASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERUPTOR RANGE TOP UNDERGROUND TANKS AVATORY OVEN ABOVE GRM TANKS AUNTY TRAY WATER HEATER U.F. PRESSURE VESSELS LOTHES WASTER MOTORS 0- 1 HP STEAM BOILERS SOWER MOTORS OVER 1- 3 If HOT WATER BOILERS ;INK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION ;INK, RESIDENCE MOTORS OVER 5- 8 If TRMSPORTING ASSEMBLIES ;INK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS 'EMI'MY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS RINAL MOTORS OVER 25-100 HP COOLING TOWERS 4ATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION 4ATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER-NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COM+ARCIAL WATER SERVICE SIGN TUBES 'SEWER MNNECT IONS S I GN TRANSFORMERS JTILITY- -SEWER SIGN TIME CLOCK JTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS VAINFIELO, 4 TILE/RES. VIOLATION W A ABANDON SEPTIC TANK REINSPECTION SOAKAGE PI T CU. FT. :ATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING _�,�, . � �' -1 �_ ---" � `�I r a � �� <... .. I Miami Shores Village 1 9 8 r Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No 0 6 K _ PERMIT APPLICATION Master Permit No FBC 2004 Permit Type (circle): Building Roofing �,, ( �, L be Owner's Name (Fee Simple Titleholder) Rk 1 Phone # Owner's Address 1301 MC Q. City ffikif State Zip Tenant/lIssee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name °1 Y Phone # Contractor's Address_ 91 'sow i City [ State Zip 3 3 5 Qualifier Name Q CZ) Phone # — _7SL— (0 Z_ 3 State Certificate or Registration No. 0 B7S6 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # J Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration [- ❑ Repair/Replace peffislitiga Describe Work: Mffi U4L LE NOA 0 Ae pkit,. c,_fth $off Submittal Fee $ Permit Fee $ /0 f1 j -- CCF $ 60/CC— Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� 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 and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregkiment was acknowledged before me this The foregoing instrument was acknowledged before me this day of _,,,20, by day of , 200A, by , who is personally known to me or who has produced who is personally 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: t - �� `�� Sign: Sign :�'� Print: `a �° Print. My Commission Expires: My Commission Expir 1 +O floss%C' O � APPLICATION APPROVED BY: 49AP�� vr -cw, Plans Examiner Engineer oZ l 7 6 Zoning (Revised 07110/07) Miami Shores Village if'et�tlrt Type .DiI►BiySJSidelluaIS" 10050 N.E. 2nd Avenue Wb* CWSA664ori: 11 Ait lra6on,. Miami Shores, FL 33138 -0000 Phone: PRO i ' : Expiration: 06/27/2009 Project Address Parcel Number Applicant 9301 NE 6 Avenue X 1132060150010 Miami Shores, FL 33138 Block: Lot THE 9301 ESTHER RACHEL MEA Owner information Address Phone Cell THE 9301 ESTHER RACHEL MEADOWS 9301 6 Avenue ()_- MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 JAMES DENTICO CONTRACTING INC 305 - 756 -6553 - Total Sq Feet: 0 Approved: Yes Available Inspections: Comments: Inspection Typ Date Approved: 12/17/2008: Yes Final Date Denied: Sidewalk Type of Work: ASPHALT REMOVAL Additional Info: REPLACE IT WITH SOD Landscaping Bond Return : Classification: Residential Foundation Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee $100.00 Payment Type: Scanning Fee $3.00 Technology Fee $2.50 Total: $112.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. December 29, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, December 29, 2008 1 P and Cr"teria . LN/Ifiami Shores Village Permit mo. DS-1 2-08-2170 I j?'. , 10050 N.E 2nd Avertue ..... . ............. . ........... ............ ..... ..... ...... . .......... . .......... ........ W ....... .......... . ..... . . . .... . ........ . . . . . .. A Miami Shores, FL 33138-0000 . ........... ... .... . ...... ... . . ... ... hone: (305)795-2204 Fax: (305,756-&972 Issue Date: Not Issued Expireshot Issued I Folio Number: 1132060150010 ....... ... . . ... ........... . ........ ............. Owner', Owner's Phone: Job 93016 Avenue Total Square Feet: 0 Miami Shores, FL 33138- Total Job Valuation: $2,000.00 ..... . .. ... ...... .......... ....... Contractor(s) Phone Primary Contractor FS DENTI•O CONTRACTING ',"IC 305-756-6553 Yes ............................... Plarir,fng;: -.wtd Zoning Criteria and A', .ymmepft Appro \, -J: Date Approved: 12,,*1 7i2OO8 : Yes Como neot'-j INS REC POST O N SITE 3 Miami Shoves Village MAR 3 1 nnq P ermit NO. C C -1 0 —08 —1 / 9 1 10050 N.E. 2nd Avenue X 0I111irwifchd is#r tiort memo mu. -- Miami Shores, FL 33138- 0000 y ' P ,6 ' Phone: (305)795 -2204 Fax: (305) i "97. W0* Clas cat r lli Aft@I' *i f �RlOp i Issue Date. 111312009 Expires: 0712/2009 INSPECTION REQUESTS- (305)796 -2204 REQUESTS ARE ACCEPTED DURING 8:30AM - 3 :30PM FOF> THE FOLLOWI BUSINESS DAY. Commercial Construction Parcei #:1132060150010 Owner's 'Phone:� Job Address: 93016 Avenue NE_ _. _ Total Square Feet: 10210 Miami ShQres, EL 3,3138- _ Total Job Valuation: $65,000.00 Bond Number. . m .. %sue w WORK IS ALLOWED MONDAY THROUGH SATURDAY, Contractor(s) Phon = _ Pri, ary Contractor 7 :30AM - 6:001 NO WORK IS ALLOWED ON - JAMES DENTICO CONTRACTING 11% 305 �? - 5553 Yc:: SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. <' Inspection Schc -Julln ;`•: g '•.::de Ins ct on 1Vk� : U t31C #i91 pal18S Date Gelling rid Drywal Screw Fill C&tls Columns Final PE Certification Framing Insulation Slab Store Front Attachment Termite Letter Tie Beam_ Window and Door Suck °-- Window Door Attachment NO INSPECTION WILL BE MADE UNLESS THE PER7,rIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE: iAP' f FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER. FAILURE TO RECORD A NOTICE OF COM - NCEMENT MAY RESULT' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO Y UR PROPERTY. A NOTI E OF COMMENCEMENT MUST BE RECORDED AND OSTE® ON THE J071 -7T BE FORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINA`m� lK02, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COIN 1 • VLiORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. e � t i On 7 INSPECTION RECORD ZONING STRUCTURAL INSPECTION DATE I IMF INSPECTION DATE MTV I INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough v Stab � Water Serv►ce � Columns i st Lift Rough h - Columns 2nd Lift Top Out Tie Beam Fire S rin ers Truss/Rafters Se `c Tank r Roof Sheathing Sew ,,Hook -u Bucks Drain`s Windows/Doors Gas Interior Framing INSPECTION DATE INSP 1P Tank Insulation Temporary Pole Well Geilin Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bondin Pool Pipin Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rou L" HRS Final Screen Enclosure Ceiling Roug , G� Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rou Tin Cap Telephone Fin Roof in Progress TV Rou h Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough MECHANICAL Rails and Guardrails Intercom Final ADA comp liance Alarm Rough INSPECTION DATE INSP ` Alarm Final Underground `Pipe MDOCUME S Fire Alarm Rough kr Soil Beari Fire Alarm Final R ou h Soil Trea I IService Work With Floor Elevation Survey Ventilation Rough Z3 Reinf Unit Mas Cert ELECTRICAL CO MENTS Hood Rough Insulation Certficate 0 Pressure Test Spot Survey - eee 574e Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum FI ' E MECHANICAL COMMENTS INSPECTION DATE INSP `72— Final Sprinkler - Final Alarm Aj Avon k? 10 /101 .r STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: (I NSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: ' CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT � APPLICANT: ' a a C TM AGENT: Q A PROPERTY ADDRESS: 4 ^ ~' J t r LOT: BLOCK: SUBDIVISION: PROPERTY ID #: I 112 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION .a" r r — SETBACKS sa I 1 1011 TANK SIZE [11 14 I l [ SURFACE WATEK FT [ 1 [021 TANK MATERIAL [ ) [28] DITCHES �' FT [ 1 [031 OUTLET DEVIC [ ] [29] PRIVATE Wt`LLS. FT [ 1 [041 MULTI- CHAtd�B RED [Y / N l [ ] [30] PUBLIC,WELLS FT [ 1 [051 OUTLET FILTER [ 1 [311 IRRIG WELLS FT [ 1 [061 LEGE [ ] [32) POTABLE WATER LINES FT [ 1 [071 WARTIGHT [ l [331 BUILDING FOUNDATION FT [ ] [081 LEVEL [ ] [34 PROPERTY LINES @ FT [ I [091 IjEPTH TO LID [ I [35] OTHER /— FT ✓ DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ 1 [10] AREA [11 [2] SQ [ 1 [361 DRAINFIELO COVER I 1 [ill DISTRIBUTION BOX HEADER [ 1 [37) SHOULDERS [ ] [121 NUMBER OF DRAINLINES [ ] [38] SLOP$ r [ 1 [13] DRAINLINE SEPARATION [ 1 [39) STABILIZATION [ 1 [141 DRAINLINE SLOPE / [ ] 1151 DEPTH OF COVED ADDITIONAL INFORMATION [ ] [161 ELEVATION [AB6VEBELOW] BM [ ] [40] UNOBSTRUCTE I REA [ ] [171 SYSTEM LOATION [ 1 [411 STORMWATEFUNOFF [ l 1181 DOSING ROMPS [ 1 [421 ALARMS s [ 1 1191 AGGREGATE SIZE [ ] [43) MAINTECE AGREEMENT [ 1 [201 AGGREGATE EXCESSIVE FINES [ ] [441 BUILDIN AREA [ ] [21 AGGREGATE DEPTH [ ] [451 LOCP ION CONFORMS WITH SITE PLAN [ ] [461 FINXL SITE GRADING �, ? FILL 1 EXCAVATION MATERIAL [ ] [47] CONTRACTOR [ 1 [221 FILL AMOUNT, ' [ ] [48] OTHER [ l [23] FILL TEXTURE [ 1 1241 EXCAVATION DEPTH ABANDONMENT [ ] [25] AREA REPLACED I l [49] TANK PUMPED1 [ 1 [261 REPLACEMENT MATERIAL [ l [50] TA CRUSHED & FILLED I ! EXPLANATION OF VIOLATIONS/ REMARKS: [ l [ 7 t CONSTRUCTION [APPRQVED/DISAPPROVED] : P CHD DATE: FINAL SYSTEM [APPR�4Y66/DISAPPROVED]: ' _ CHD DATE: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) y� Page 2 of 3 Stock Number: 5744002- 4016 -4 PT 1: Applicant PT 2 Instauer/Contractor PT 3: &tfldmg Depaftent t t MIAMFDADE -. � 1 I 1A i .'?sria:!yt:Wr:,`7S ... ..___...r :l_.E.. _... _. ... . XIA7M LAME Los- .t......._ ; FILL _�._ v � ._..... � r -.. _ .. _ p�y p � p k� M --�- -zt MIAMFDADE R EI N J a 7 . _ . -. .. t' t: L' Cy a# cI .. MIAMFDADE owl W 1 i t ,r _ . a . _.,... —.._ _ I _ 1..__.�._....._u .-.._. .__. w. __ .... ..�. . ._ G'� ... r_ 7 r C C 9 �W k Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) • CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic -or private water) Note: If house has a septic tank, approval letter is required from the health dept. _ SOIL COMPACTION LETTER - (density reports required) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/20/05 t Parcel Owner Report Parcel Number: 1132060150010 9301 NE 6 Avenue Miami Shores FL 33138 - Tax ID:1132060150010 Owner Information CHRIS RUSSO Current Owner: Yes Company: M POWER PROJECT GYM, INCC Phone: () - Related Permits Permit Number Application Date Expiration Date Status 40 Yr ReCertification RCRT -4 -06 -962 04/13/2006 10/10/2006 CLOSED Commercial Construction I CC -10 -08 -1791 10/07/2008 09/13/2009 APPROVED Demolition v 2 EL -6 -08 -1172 06/25/2008 03/18/2009 APPROVED Demolition -q3 PL -6 -08 -1173 06/25/2008 03/18/2009 Demolition -4 DEMO -6 -08 -1171 06/25/2008 03/17/2009 APPROVED Driveways /Sidewalks /Slabs (b6DS -12 -08 -2170 10/07/2008 06/27/2009 APPROVED Electrical - Commercial (, ELCA 0 -08 -1805 10/07/2008 09/23/2009 APPROVED Electrical - Commercial $ `j ELC -3 -09 -334 03/05/2009 01101/2999 APPLIED Electrical - Commercial i:l_ -o 42 98 24 6 12/17/2008 01/01/2999 CLOSED Electrical - Commercial ELC -3 -09 -350 03/06/2009 09/07/2009 APPROVED Electrical - Commercial S 0 1 ELC -3 -09 -332 03/05/2009 01/01/2999 APPLIED Imported Permit BP2003- 943 06/12/2003 12/09/2003 CLOSED Imported Permit BP2003- 622 04/15/2003 11/16/2003 CLOSED Imported Permit MC2005 -48 04/15/2005 10/23/2005 CLOSED Imported Permit BP2004 -831 06/15/2004 02/15/2005 CLOSED Mechanical - Commercial +® IOMC -10 -08 -1793 10/07/2008 09/19/2009 APPROVED Paint • 11 PT -1 -09-4 01/02/2009 09/02/2009 APPROVED Plumbing - Commercial ' 19LPLC -10 -08 -1792 10/07/2008 09123/2009 APPROVED' Sign S 1 -3 -09 -331 03/05/2009 09/12/2009 APPROVED Sign S 14SGN -3 -09 -333 03/05/2009 01/01/2999 APPLIED Friday, March 27, 2009 Page 1 of 1 � Mal✓ Cen4rV4j9A. . a � I demo 3 Pl olP,vwo 4 10 AlG worF- IA 5�� on vq Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: CHRIS RUSSO Phone: ()_- Job Address: 93016 Avenue Parcel: 1132060150010 Miami Shores, FL 33138- Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 01/16/2009 INSP -96905 Framing DENIED Norman Bruhn 1/16/2009 1 AIIMEP inspections must be completed. 2 All insulation must be removed for inspection. 3 Columns at iterior poured without inspections. 4 Fire stops are required in all walls. Stopped inspection several ares not completed. NB 02/09/2009 INSP -96906 Insulation PARTIAL APPROVED Norman Bruhn 2/9/2009 All ok except bath and locker NB 03/17/2009 INSP -96908 Ceiling Grid APPROVED Norman Bruhn 3/18/2009 02/05/2009 INSP -96907 Drywall Screw DENIED Norman Bruhn 2/6 /2009 Not ReadyCC 02/1312009 INSP - 104346 Framing APPROVED Norman Bruhn 2/17 /2009 CREATED AS REINSPECTION FOR INSP- 96905. 1 AIIMEP inspections must be completed. 2 All insulation must be removed for inspection. 3 Columns at iterior poured without inspections. 4 Fire stops are required in all walls. Stopped inspection several ares not completed. NB 01/29/2009 INSP- 105165 Framing PARTIAL APPROVED Norman Bruhn 1/29/2009 ok TO ONE SIDE ALL METAL WALLS EXCEPT BATHROOMS 02/05/2009 INSP- 105221 Framing PARTIAL APPROVED Norman Bruhn 21612009 CREATED AS REINSPECTION FOR INSP- 105165. ok TO ONE SIDE ALL METAL WALLS EXCEPT BATHROOMS All Ok except Baths and lockers 01/01/2999 INSP - 105964 Final Building NONE Norman Bruhn Not Complete Friday, March 27, 2009 Page 1 of 2 CREATED AS REINSPECTION FOR INSP- 105221. CREATED AS REINSPECTION FOR INSP- 105165. ok TO ONE SIDE ALL METAL WALLS EXCEPT BATHROOMS All Ok except Baths and lockers 02/09/2009 INSP- 105953 Steel DENIED Norman Bruhn 21912009 Not Ready 0210912009 INSP- 105952 Drywall Screw DENIED Norman Bruhn 21912009 PARTIAL Not Ready 02/10/2009 INSP- 105966 Drywall Screw PARTIAL APPROVED Norman Bruhn 2/11/2009 Not ReadyCC 02/1312009 INSP- 106191 Insulation APPROVED Norman Bruhn 211712009 CREATED AS REINSPECTION FOR INSP- 96906. All ok except bath and locker NB 02/12/2009 INSP- 106187 Drywall Screw DENIED Norman Bruhn Not Complete CREATED AS REINSPECTION FOR INSP- 105952. PARTIAL Not Ready Not Ready NB 2 -12 -09 02/19/2009 INSP - 106345 Drywall Screw APPROVED Norman Bruhn 2123 12009 CREATED AS REINSPECTION FOR INSP- 105966.. Not ReadyCC 03/17/2009 INSP- 108659 Insulation APPROVED Norman Bruhn 311812009 Friday, March 27, 2009 Page 2 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 { r, Project: <NONE> Owner: CHRIS RUSSO Phone: Job Address: 93016 Avenue Parcel: 1132060150010 Miami Shores, FL 33138- Block: Lot: Scheduled Insp # Insoection Type Inspection Status Inspector Date Completed 02/1212009 INSP -97180 Underground Rough CANCELLED Michael Devaney 2/13/2009 03120/2009 INSP -97186 Final DENIED Michael Devaney 3/25/2009 LABEL PANELS ADD ROOT REC. PUT GFI REC IN ROOMS WITH SINT. FINISH LOW VOLTAGE. MD 03/24/09 01/26/2009 INSP - 104811 Rough PARTIAL APPROVED Michael Devaney 112912009 FREEWIRING LOBBY, KICK BOXING MEN'S & WOMEN'S BATHROOMS. WALL ROUGH OK. NEED MANUFACTURES SPECIFICATIONS ON HOW TO HANG A LAYIN FIXTURE THAT ISN'T INSTALLED IN A GRID CELING. MD 01/26/09 0310512009 INSP - 104847 Rough DENIED Michael Devaney 311212009 CREATED AS REINSPECTION FOR INSP- 104811. PARTIAL ROUGH NOT READY. WORK IN PROGRESS NEEDS 30 DAY TEMP FOR TEST PERMIT AND REVISION PERMIT.3 /6/09 03/11/2009 INSP- 108158 Rough APPROVED Michael Devaney 311212009 03/2712009 INSP - 109551 Final PENDING Michael Devaney Not Complete CREATED AS REINSPECTION FOR INSP - 97186. LABEL PANELS ADD ROOT REC. PUT GFI REC IN ROOMS WITH SINT. FINISH LOW VOLTAGE. MD 03/24/09 Friday, March 27, 2009 Page 1 of 1 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 3 p Project: <NONE> Owner: CHRIS RUSSO Phone: Job Address: 93016 Avenue Parcel: 1132060150010 Miami Shores, FL 33138- Block: Lot: Scheduled Insp # Inspection Tvoe Inspection Status Inspector Date Completed 01/0112999 INSP -96928 Final NONE Default Inspector Not Complete 03/16/2009 INSP -96923 Rough Duct PARTIAL APPROVED JanPlerre Perez 3/16/2009 office area ok to close ceiling jpp 03/23/2009 INSP- 109119 Rough Duct APPROVED JanPierre Perez 3/23/2009 CREATED AS REINSPECTION FOR INSP- 96923. office area ok to close ceiling jpp; 3/23/9 rough ventilation for bath exhaust & outside air ducts ok, need to revise plan for change in ductwork jpp Friday, March 27, 2009 Page 1 of 1 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 ; '� j, ) 1 Project: <NONE> Owner: CHRIS RUSSO Phone: Job Address: 93016 Avenue Parcel: 1132060150010 Miami Shores, FL 33138- Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 01/26/2009 INSP -96912 Top Out APPROVED James Levrock 1/29/2009 03/18/2009 INSP -96913 Main Drain PENDING James Levrock Not Complete INSPECTIONS RE- SCHEDULED FROM 03 -17/09 TO 03/18/09 01/26/2009 INSP -96910 Underground Rough APPROVED James Levrock 1/29/2009 03/27/2009 INSP -96918 Final PENDING James Levrock Not Complete 02/02/2009 INSP- 105277 Rough APPROVED James Levrock 3/9/2009 Friday, March 27, 2009 Page 1 of 1 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: CHRIS RUSSO Phone: ()_- Job Address: 93016 Avenue Parcel: 1132060150010 Miami Shores, FL 33138- Block: Lot: Scheduled Insp # Inspection Tvpe Inspection Status Inspector Date Completed 03/03/2009 INSP- 102391 Final APPROVED Michael Devaney 31312009 01/27/2009 INSP - 104845 Rough APPROVED Michael Devaney 3/312009 cc Friday, March 27, 2009 Page 1 of 1 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 r6 Project: <NONE> Owner: CHRIS RUSSO Phone: Job Address: 93016 Avenue Parcel: 1132060150010 Miami Shores, FL 33138- Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 01/0112999 INSP- 102429 Final NONE Default Inspector Not Complete 01/0112999 INSP- 102427 Sidewalk NONE Default Inspector Not Complete 01/01/2999 INSP- 102428 Landscaping NONE Default Inspector Not Complete 01/01/2999 INSP- 102426 Foundation NONE Default Inspector Not Complete Friday, March 27, 2009 Page 1 of 1 OR 193 M iami s hores ill Building Department ■■■■ ■.■■■t" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 rh�R Fax: (305) 756.8972 E-mail: Bruhn NO- MiamiShoresVillage.com Norman Bruhn Building Director Friday, March 27, 2009 Chris Russo Owner /Operator M Power Project Gym Re: M Power Project Gym "Temporary Certificate of Occupancy" CC -08 -1791 This letter is to acknowledge several items that must be completed prior to the expiration of the Temporary Certificate of Occupancy. The owner, Chris Russo, understands and acknowledges that all outstanding permits and inspections must be completed and approved prior to the expiration of the Temporary Certificate of Occupancy and a full Certificate of Occupancy issued by Miami Shores Village Building Department. Chris Russo further acknowledges that Miami Shores Village is not responsible for any issues that arise by not complying with obtaining a complete Certificate of Occupancy prior to the expiration of the Temporary Certificate of Occupancy including the closing of the business until a complete Certificate of Occupancy is issued. The Temporary Certificate of Occupancy will expire on May 11, 2009, 45 days from issuance, March 27, 2009. Received and acknowledged by: Chris Russo Signature: March 27, 2009 MPower Project Wellness Center 9301 NE 6" Miami Shores FI 33138 James Dentico Contracting Inc. 10055 Biscayne Blvd Miami Shores, Fl 33138 RE: MPower Project Wellness Center Master Building Permit Number: CC -10 -08 -1791 As per our conversation this morning, we are requesting a Temporary Occupational License effective today March 27, 2009. As per our mutual understanding we will sign an agreement as to conditions by the Village to comply with any additional work to be completed in a time frame mandated by the agreement. In addition, we request that all permits, including sub - permits for this location be finalized. nk you for all your help and considerations. istopher Russo, l a Dentic resident Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F 0 Phone: (305)795-2204 Fax: (305)756-8972 ..... P ..... ........... ------------------- . ..... .................................... - - ------------------------- --------------------------------- - - - --------------------- - ...... ......... - — ----- ........ ........... --------- Scheduled Inspection Date: March 27, 2009 Permit Type: Plumbing - Commercial Inspector: Levrock, James Inspection Type: Final Owner: I Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number 00 1 Number 1132060150010 Project: <NONE> Contractor: LAS BRISAS PLUMBING Phone: (786)343-3492 Building Department Comments Irpe t r ments Passed Failed Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 26, 2009 Page 17 of 17 Inspection Worksheet ? Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 fc, ------------------------------------------------------ - - ----- - - - - ------- - - ------ . ...... ------ ---------- - ------- — ------ - - . . ........ - - -------- - - - -------- - - ---- - - - - -_ --- a - - - -- ... . ................ Scheduled Inspection Date: March 30, 2009 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Final Owner: RUSSO, CHRIS Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: YOSEFVAR ELECTRIC CORP. Phone: (305)232-7501 Building Department Comments Inspector Comments Passed Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 27, 2009 Page 7 of 21 4 Inspection Worksheet Miami Shores Village iL 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Rai i. g Scheduled Inspection Date: March 27, 2009 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Final Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060150010 Contractor: YOSEFVAR ELECTRIC CORP. Phone: (305)232-7501 Building Department Comments MAR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-97186. LABEL PANELS ADD 1E ROOT REC. PUT GFI REC IN ROOMS WITH SINT. FINISH LOW VOLTAGE. MD 03/24/09 Failed Correction �� Needed ❑ �� Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 26, 2009 Page 12 of 17 V,,6 . Miami Shores Village OCT 0 7 2000 Building Department B 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N PERMIT APPLICATIO Master Permit No. FBC 2004 �� c® Permit Type (circle): tuldin Roofmg V LLC Owner's Name (Fee Side Titleholder) Y Phone # Owner's Address ® �� Cit SJIJi.C'�S State ��e Zip 7 (3k TenantfUssee Name Phone # 1 30 Is ` 1't 00 Job Address (where the work is being done) Q ( ►`tl/e City Miami Shores Villazee County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO >_ Contractor's Company Namea.3 R I ' �' one # Contractor's Address City S State R n Y -zip- 1 3 9 Qualifier Name T Admn Phone k 196 _ State Certificate or Registration No. 03CO 4 > Certificate of Competency N. Architect/Engineer's Name (if applicable) Phone # s'd QD Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ElAddition Alteration ONew O Repair/Replace O Demolition (� Describe Work: EWL P - 0 Submittal Fee $_Yf5hft Permit Fee 1 <20 M sue- CCF $ '60 o COICCZ200 Notary $ Training/Education Fee $ • W Technology Fee Scanning $ t J 4' Radon $ DPBR $ 5105 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 40,jog Total Fee Now Due $ ' See Reverse side -� M1 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 pr erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the r inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect ill not be approved and a reinspection fee will be charged Signat a Signature , Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore ing instrument was ackno before rn this day of , 20�, by S �V_ (� .L� S� day of , 20 by , who is personally known to me or who has produced T L ' who is personally known to me or who has produc L ed ' �( , L As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 1 ' _ NOT Y UBLIC: 16 °t danSVa l°"b ev.'xrfti- ° to� 7 ' p c c O ". Sign: ►7r2 Sign: Print: Print: My Commission Expires C, �7 Oo I -2.,, My Comm sio�� Y A. R088tNS ^' A-A O" Mum; 44too Jam 446 •;My Commbsim Expires Mar25, 2010 a pd: Commis m # DD 526678 Bonded By Natfonat Notary n. APPLICATION APPROVED BY: er Engineer / Zoning (Revised 07110/07) PERMIT # CONTRACTOR* 1W SUBMITTAL D ADDRESS: 'NAME: RESUBMITAL DATES: PROJECT ZO FIRE D rI13� 12��aG/�� STRUCTURAL IMPACT FEES ELECTRI � e- HRS/DERM P U I NOC 11 41 MECHANICAL 01/12/2009 23:57 3057549605 JDC PAGE 01 NOTICE OF COMMENCEMENT A.. RECO COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION . PERMIT NO, _QL VI _ ll TAX FOLIO NO. — n a o STATE OF FLORIDA: COUNTY OF DADE, THE UNt7ER SIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with � rM rrr , Chapter 713, Florida Statutes, the following information is p y ^` c , . Provided in this Notice of Commencement. rrt � 00 s 1, Legal description of property and street address. C � / o ' ' KE I '�rfU V `•� 7"� C� M 0 . q:. "M v rt ; 2. Description of improvement: gir r / 7�7 f 3 name and address: 4 — / � r � W LLC 31`; W Interest in prop �; •�� Name and address of fee simple titleholder: 4. Contractor's name and address: _ w 5. Surety; (Payment bond required by owner frorh contractor, if any) Name an x �+ d address: w ti1'sA".�. CC?� NTV rJf' Re's �S�� Amount Of band $ ?�+ •�6;a' r, q ✓'' �cn tk3yd/ ss?'r k';�'1 rnd s. Lender's n r r h; tr!Is a �, ,; �•`,;1 =;,'. �. ame and address: ` j t� ah— NGHs W. A Own w4lamic �8 L 7. Persons within the State of Florida designated by Owner upo�ptices or other documents may by Section 713.13(t)(a)7_, Florida Statutes, Y be served as provided Name and address: B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lies or's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9 - Expiration date of tills Notice of Commencement: (the expiration date is t year from the date of recording unless a arent date is specified) Who of Owner I Owners Name �Y s Sworn to and subscribed bef a this ay 1 2-co Prepared by: 6 - ((� of - Y L t �� MICIF LLE DEN ICO Notary Public - *� hay Co ON Address: i Print Notary's Na "j {;, ., F �S �(S ��b►'r1S, > 386• MY Commission Expires: J L _ �( 723,01-62 10M Miami Shores Village Permit NO, C C — 1 0 7 91 10050 N.E. 2nd Avenue - t < 'eJtxt�t Otttetal Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 4�fjE 1 s ?S f fC] E I CBt€E7t3 Issue Date: NOt Issued _ Expires: Folio Number 132060150010 Owner's Name: Owner's Phone: Q Job Address: 9301 6 Avenue NE Total Square Feet: 0 Miami Shores, FL 33138- Total Job Valuation: $ 65,000.00 ......... ...... Contractors Phone Primary Contractor JAMES DENTICO CONTRACTING INC 305 - 756 -6553 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/12/2009 : Yes Comments: nun am p+ j Miami Shores Village Building Deyartment 10050 N.E. 2 Avenue Miami Shores, Fi 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -1791 Job Name: M Power Gym January 2, 2008 Building Critique Sheet #2 Cbj 1) The permit application shows the value of work at $5,000. This does not represent the work on this property. Please revise the value of work to show the value of all work being performed. N/- 2) Provide engineering for the attachment of all new equipment on the roof. jf-z A_) V 3) The plans indicate that this is a level 2 alteration but it is a change of occupancy. FBC Ex C Ch8. This change of occupancy is a change from B to A which is determined to be a X higher hazard per Ch8. N see - 3 4) Show maneuvering clearances at all doors, several do not appear to be sufficient. FBC 11- 4.13.6 See 1 5) Provide complete details of all bathrooms showing compliance with the Florida S P -a Accessible Code. All bathrooms must be compliant. FBC 11 -4.16 and .17 � 6) Provide complete details of the locker rooms, including showers. The locker rooms must � a be compliant with all Florida Accessible Codes. FBC 11 -4.21 _ 7) Show the transition from parking to the entrance of the building and at all required exits sm A 3 for compliance to the Florida Accessibility Code. FBC 11 -4.1.2 8) The roof ceiling assembly must be fire resistant for one hour per Table 601 FBC. Provide tested assembly for fire protection. The tested assembly provided does not match the StE W product data supplied. 9) The structural elements must be one hour fire resistant, including columns per Table 601 At�H0 FBC. Provide tested assembly for fire protection. 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 Bruin CBO 305 -795 -2204 SNORES y I E lees 0 41111 p LOR 1 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -1791 Job Name: M Power Gym October 17, 2008 Building Critique Sheet 1) The permit application shows the value of work at $5,000. This does not represent the work on this property. Please revise the value of work to show the value of all work being performed. 2) Provide approval from Miami -Dade County DERM. 3) Provide approval from Miami -Dade County Fire. 4) Provide approval from Miami -Dade County Water and Sewer Dept. 5) Provide approval from HRS. 6) Provide a complete life safety plan showing path of travel, travel distance, door sizes, exit signs ect. 7) Provide engineering for the attachment of all new equipment on the roof. 8) The plans indicate that this is a level 2 alteration but it is a change of occupancy. FBC Ex Ch8. This change of occupancy is a change from B to A which is determined to be a higher hazard per Ch8. 9) Show maneuvering clearances at all doors, several do not appear to be sufficient. FBC 11- 4.13.6 10) Provide complete details of all bathrooms showing compliance with the Florida Accessible Code. All bathrooms must be compliant. FBC 11 -4.16 and .17 11) Provide complete details of the locker rooms, including showers. The locker rooms must be compliant with all Florida Accessible Codes. FBC 11 -4.21 12) Show the transition from parking to the entrance of the building and at all required exits for compliance to the Florida Accessibility Code. FBC 11 -4.1.2 13) The roof ceiling assembly must be fire resistant for one hour per Table 601 FBC. Provide tested assembly for fire protection. 14) The structural elements must be one hour fire resistant, including columns per Table 601 FBC. Provide tested assembly for fire protection. 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 �r rn F Nres IN5 BUILDING DEPARTMENT QR10 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138.2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Review Comments for Mechanical Processor Job Address: Permit No:. — Reviewer: Contractor: Phone No: Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I " undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3. I. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. w ( ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 3 12.1 ( ) 23 Energy calculations Miami Dade County Chapt 8 & FBC -M 312.11 / 24 Other !/ L u Comment Sheet Mechanical Page — of 07/04111,0 Miami Shores 'pillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No. eeo,R 'l ` f' , ' 7 l Job Name &Y X ELECTRICAL CRITIQUE SHEET Z.,61- ,ze V V 0-2--f ep A- r/ (;r G �— o VIA Miami Shores Village , . y '.. Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; Qzo DATE: • Contractor • Owner • Architect i ked up 2 sets of plans and (ot I . o Address: t AAA, t � 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 permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Water & Sewer M i A M 1•DADE PO. Box 330316.3071 SW 38th Avenue VERIFICATION FORM Miami, Florida 33233 -0316 • EXPIRES ONE YEAR FROM DATE ON FORM T 305 -665 -7471 Carlos Alvarez, Ma miamidade.gov ATLAS PAGE: E -8 INV #: FORM #: 200819496 DATE: 12119/2008 NAME OF OWNER: iM POWER PROJECT GYM (THE 9301 ESTHER RACHEL) PROPERTY ADDRESS: X9301 NE 6 AVE PROPOSED USAGE / 10,221 SQ FT GYM SHOWERS PER PLANS -. ...... NO. OF UNITS: REPLACES: PREVIOUS 10,221 SQ FT OFFICE SPACE PER CIS #5998- 8450 - 14 USAGE / NO. OF UNITS: .............___......._.__.. PROPERTY LEGAL: 153 42.62 AC AMD PL OF PORT BLK 59 OF MIAMI SHORES SEC 2 TRACT A F'B 35-40 FOLIO NUMBER: 11- 3206 - 015 -0010 .. .. .. ___..... GALLONS PER DAY INCREASE: 2,555 PREVIOUS FLOW: 1,022 PREVIOUS SQUARE FOOTAGE: 1 F1 NI 1N CONSTRUCTION PROPOSED FLOW: 3,577 PROPOSED SQUARE FOOTAGE 10 221 INTERIOR RENOVATION ... .................. THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _12_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELO R UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIO OF GOVER ENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL Jose c, Villiers - New Business BY: �. -'" .... Z Repre SIGNATURE OF REPRE ATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: S C'S W= 3551.45 + 75.00 $3626.45 PLANS REVIEW COMMENTS: _._ _.... CRITERIA: C6D -A2C THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE f,(N) - -_ INCH FORCE SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE NILLING TO ERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVIC SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGF NT ID # N/A). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JUR ION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO T PARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND /OR SEWAG W FOR THIS PROJECT WILL BE: TWO THOUSAND FIVE HUNDRED FIFTY FIVE [25551 GALLONS PER DAY INCR Jose C, Villiers - N Business BY: Represe r0stive SIGNATURE OF REPRESENT E AUTHORIZED BY NEW BUSINESS COMMENTS: O SWR HRS APPROVAL # 13- SG- 964385 I PLANS REV COMMENTS: CONTACT NAME: JANE Printed On: 12/49/2008 NB: Jose C. fillers CONTACT PHONE (7861295 -8714 11:04:31 AM - PR: NOTE: ALL SHEETS MUST BE REVIEWED MIAMI -DADE COUNTY BUILDING DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 10 11805 SW 26th Street (Coral Way), • Miami, Florida 33175 -2474 - (786) 315 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address �� U� Contractor No. y Last four (4) digits of Qualifier No. h o z Folio �� 3 �(�[� (� ( � �i l o o Z g U p Contractor Name / C. G o > Lot Block J Qualifier Name fr? f o a c U. pg Subdivision PB c o J g Metes and bounds ? Address I (JLt (/, City f State Zip �3j3 [ ] New Construction on [ l Demolish Current use of property v, V cant Land [ ] Shell Only z [ ] Addition Attached 0 2 Alteration Interior W [ ]Alteration Exterior [ ] Addition Detached Description of Work w Re -Roof o [ ] Relocation of Structure [ ] [ ] Foundation Only [ ]Enclosure Sq. Ft. CI C, Units Floors [ ]Repair r* k� 010(2 j ] Repair Due to Fire Value of Wo , MBLD * [ ] Chg. Contractor Owner w Category [ ]Re -Issue w Address ~ z city tate Zi MELE [ ] Re -stamp y ty p VFIRE PG W Phone EC [ ] Revision Last four (4) digits of [ ] Not Applicable for o Fire Owner's Social S pcurity No. W Name CQ Name z a Address < — ( It w Address_ z W � City 4fil State Zip 3 i City — / State Zip :3 w Y Phone w CL d � C n�. Phone — �W l am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $990 for the first hour and z $65 per each addition hour in addition to the review fees. Minimum charge one -hour. a5a C3 CL W W -2 j 1 Request: Date: W _'a E 2 Request: Date: LU LL W T Request: Date: a g 1 am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional IL review fees may apply. o� 1 Request: Date: 0 "d , 2 Request: Date: W 3` Request: Date: v:\e— Wo102-W PmtApph . o .m� FLORIDA DEPARTMENT OF H E V Charlie Crist Ana U Viamonte Ros, M.D., M.P.H. Governor State Surgeon General December 18, 2008 (James Dentico Contracting Inc) 10055 Biscayne Blvd Miami, FL 33138 RE: Contingency Letter Application Document No: AP905038 Centrax Permit Number: 13- SG- 964385 OSTDS Number: 9301 NE 6 Ave Miami, FL 33138 Lot: Block: Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 12/15/2008 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. * * * * * * * * * * * * * * * * * ** *APPROVED * * * * * * * * * * * * * * * * * ** If you have any questions on this matter, please call our office at (305) 513 -3459. Sincerely, c p Astrid Edwards, Engineer Specialist II Enclosures cc: Miami -Dade County Health Department 1725 NW 167th St, Opa Locka, FL 33056 M Power Project Gym HVAC Load Calculations for Christopher Russo 9301 N.e. 6th Ave. Miami Shores, Florida 33138 Ei MIAMI. F OCT 0 7 2008 Ff 1 , z � y= HVAC L.oAD9 BY P I L PERMIT #: Miami Shores Villa e APPROVED BY DATE A ZONING DEPT y BLDG DEPT y SUBJECT TO COMPLIANCE WITH ALL FEDERAL ;STATE AND COUNTY RULES AND REGULATIONS Prepared By: James DePttit�S,:MII�'Ret�ticp • • JamesbenticwCCgft4igg to • 19995 Bli"I* Y • t m, Miami Shores, Florida 33138 • }` 305- 756-6553 r Thdradaf,.Octobej 0g, ?008 ... Project Report • Project Filename: C:\Documents and SettingsWlichelle DenticoWly DocumentsWl POWER PROJECT.rhv Project Title: M Power Project Gym Designed By: Jdc. Inc. Project Date: October 2, 2008 Client Name: Christopher Russo Client Address: 9301 N.e. 6th Ave. Client City: Miami Shores, Florida 33138 Company Name: James Dentico Contracting Inc. Company Representative: James Dentico, Michelle Dentico Company Address: 10055 Biscayne Blvd Company City: Miami Shores, Florida 33138 Company Phone: 305 - 756 -6553 Company Fax 305- 754 -9605 Company E -Mail Address: JDENTICO @BELLSOUTH.NET ata Reference City: Miami, Florida Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 47 0 0 72 0 Summer: 90 77 50 70 65 Ghack res Total Building Supply CFM: 12,088 CFM Per Square ft.: 1.140 Square ft. of Room Area: 10,601 Square ft. Per Ton: 221 Volume (ft) of Cond. Space: 116,519 Air Turnover Rate (per hour): 6.2 ButJcfp ,L��ds Total Heating Required With Outside Air: 214,623 Btuh 214.623 MBH Total Sensible Gain: 296,229 Btuh 69 % Total Latent Gain: 135,010 Btuh 31 % Total Cooling Required With Outside Air: 431,240 Btuh 35.94 Tons (Based On Sensible + Latent) 47.96 Tons (Based On 75% Sensible Capacity) (and Elev. Derating. Nuts Calculations are based on 8th edition of ACCA Manual J. Ty All computed results are estimates as building use and weather may vary. ; • �; ; • Be sure to select a unit that meets both sensible and latent loads. • • .... ... .. . ... . . . . ... V-1 �i Total Building Summary Loads Comtr Aria �n ta# 1A -cm-o: Glazing - Single pane, operable window, clear, 253.6 8,052 0 22,050 22,050 metal frame no break 5A: Glazing - Jalousie window only 328.8 10,431 0 27,085 27,085 1 B-cb: Glazing - Single pane window, fixed sash, clear, 43.7 1,167 0 1,659 1,659 metal frame with break 1B-cm: Glazing - Single pane window, fixed sash, clear, 14.1 397 0 1,374 1,374 metal frame no break 1A -rm -o: Glazing- Single pane, operable window, 59:9 1,903 0 2,770 2,770 reflective, metal frame no break 1B-rm: Glazing- Single pane window, fixed sash, reflective, 224.6 6,346 0 9,520 9,520 metal frame no break 11A: Door - Hallow Core 63 741 0 1,035 1,035 13AB -0ocb: Wall- Block, no blanket or board insulation, 5416.6 36,832 0 37,409 37,409 open core, brick finish . 1713-31: Roof /Ceiling -On exposed beams, White or Light 3296.4 2,390 0 2,466 2,466 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 1713-22: Roof /Ceiling -On exposed beams, White or Light 7304.3 7,122 0 8,476 8,476 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5 wood plus R -21 to R - insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 503 14,837 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 90,218 0 113,844 113,844 People: 73 14,600 16,790 31,390 Equipment: 0 0 0 Lighting: 21506 73,335 73,335 Ductwork: 10,690 3,380 18,625 22,005 Infiltration: Winter CFM: 2,704, Summer CFM: 1,340 74,345 55,465 26,693 82,158 Ventilation: Winter CFM: 1,432, Summer CFM: 1,432 39,370 61,566 30,352 91,918 AED Excursion: 0 0 16,590 16,590 Total Building Load Totals: 214,623 135,010 296,229 431,240 Chick F dies, - Total Building Supply CFM: 12,088 CFM Per Square ft.: 1.140 Square ft. of Room Area: 10,601 Square ft. Per Ton: 221 Volume (ft) of Cond. Space: 116,519 Air Turnover Rate (per hour): 6.2 Total Heating Required With Outside Air: 214,623 Btuh 214.623 MBH Total Sensible Gain: 296,229 Btuh 69 % • • • • • • • Total Latent Gain: 135,010 Btuh 31 % • • Total Cooling Required With Outside Air: 431,240 Btuh 35.94 Tons (BaFj4ct OA fusible -C Lbldnt) • • 47.96 Tons (Based On 75% !3ensibfe Ca�bcity) (and Elev. Derating. Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. • Be sure to select a unit that meets both sensible and latent loads. ... . . . . ... . ... . .. } System 1 Summary Loads - Copon,�f� 77777777 3 1A -cm-o: Glazing- Single pane, operable window, clear, 45.5 1,446 0 3,854 3,854 metal frame no break 5A: Glazing - Jalousie window only 121.1 3,843 0 10,465 10,465 1 B-cb: Glazing - Single pane window, fixed sash, clear, 43.7 1,167 0 1,659 1,659 metal frame with break 11A: Door - Hollow Core 63 741 0 1,035 1,035 13AB -Oocb: Wall- Block, no blanket or board insulation, 1344.8 9,144 0 9,656 9,656 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 481.4 349 0 363 363 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 17B -22: Roof /Ceiling -On exposed beams, White or Light 1114.6 1,087 0 1,434 1,434 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 116 3,421 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 21,198 0 28,466 28,466 People: 30 6,000 6,900 12,900 Equipment: 0 0 0 Lighting: 4092 13,954 13,954 Ductwork: 2,053 565 3,914 4,479 Infiltration: Winter CFM: 449, Summer CFM: 232 12,355 10,227 5,112 15,339 Ventilation: Winter CFM: 408, Summer CFM: 408 11,217 17,951 8,974 26,924 AED Excursion: 0 0 2,732 2,732 System 1 Load Totals: 46,823 34,743 70,051 104,794 Supply CFM: 2,777 CFM Per Square ft. 1.740 Square ft. of Room Area: 1 ,596 Square ft. Per Ton: 138 Volume (W) of Cond. Space: 18,596 Air Turnover Rate (per hour): 9.0 pert Lps, Total Heating Required With Outside Air: 46,823 Btuh 46.823 MBH Total Sensible Gain: 70,051 Btuh 67 % Total Latent Gain: 34,743 Btuh 33 % Total Cooling Required With Outside Air: 104,794 Btuh 8.73 Tons (Based On Sensible + Latent) 11.58 Tons (Based On 75% Sensible Capacity) Notes f Calculations are based on J 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. .' i ' • • • • i .. Be sure to select a unit that meets both sensible and latent loads. • • • i ........... i .. ..• .• i • • ii • 0 0 0 i • • iii . • • •• ••i . . i i iii • • • iii • • • • ii i• • i i •i ii 000 0 10 HI M l., _ �... ?i. "'.:S System 2 Summa Load 5A: Glazing- Jalousie window only 207.7 6,588 0 16,620 1f 6,620 13AB -Oocb: Wall- Block, no blanket or board insulation, 458.7 3,119 0 2,670 2,670 open core, brick finish 17B -22: Roof /Ceiling -On exposed beams, White or Light 3744.3 3,651 0 4,089 4,089 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 48 1,416 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 14,774 0 23,379 23,379 People: 15 3,000 3,450 6,450 Equipment: 0 0 0 Lighting: 6820 23,256 23,256 Ductwork: 3,118 1,030 6,532 7,562 Infiltration: Winter CFM: 821, Summer CFM: 411 22,579 15,228 6,774 22,002 Ventilation: Winter CFM: 0, Summer CFM. 0 0 0 0 0 AED Excursion: 0 0 9,026 9,026 System 2 Load Totals: 40,471 19,258 72,417 91,675 ChFLL bps ` ,w,. Supply CFM: 3,293 CFM Per Square eft.: 0.879 Square ft of Room Area: 3,744 Square ft. Per Ton: 465 Volume (ft) of Cond. Space: 49,275 Air Turnover Rate (per hour): 4.0 tads Total Heating Required With Outside Air: 40,471 Btuh 40.471 MBH Total Sensible Gain: 72,417 Btuh 79 % Total Latent Gain: 19,258 Btuh 21 % Total Cooling Required With Outside Air: 91,675 Btuh 7.64 Tons (Based On Sensible + Latent) 8.05 Tons (Based On 75% Sensible Capacity) Wates „ 777 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. f i ....... . .. .. .. ... .. . .... .... ....... . . .....: . .... ... . . . 000 . . System 3 Summary Loads Comb Aroma Sen i WWI 1B-cm: Glazing- Single pane window, fixed sash, clear, 14.1 397 0 1,374 , 1,374 metal frame no break 1A -cm-o: Glazing - Single pane, operable window, clear, 43.1 1,369 0 2,094 2,094 metal frame no break 13AB -00cb: Wall- Block, no blanket or board insulation, 1085.9 7,384 0 7,797 7,797 open core, brick finish 17 13-31: Roof /Ceiling -On exposed beams, White or Light 785.1 569 0 592 592 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 82 2,419 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,138 0 11,857 11,857 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 2410 8,218 8,218 Ductwork: 629 267 1,248 1,515 Infiltration: Winter CFM: 107, Summer CFM: 64 2,935 2,818 1,409 4,227 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 3 Load Totals: 15,702 3,885 23,652 27,537 Chi FguFes Supply CFM: 1,075 CFM Per Square ft.: 1.370 Square ft. of Room Area: 785 Square ft. Per Ton: 299 Volume (f?) of Cond. Space: 6,406 Air Turnover Rate (per hour): 10.1 trrifios Total Heating Required With Outside Air: 15,702 Btuh 15.702 MBH Total Sensible Gain: 23,652 Btuh 86 % Total Latent Gain: 3,885 Btuh 14 % Total Cooling Required With Outside Air: 27,537 Btuh 2.29 Tons (Based On Sensible + Latent) 2.63 Tons (Based On 75% Sensible Capacity) 777FT77: -22 Notes ,., :.„ . Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .. ... . . . . . . . . ......... . .. ... .. . . . .. .... ... .. . . . . . . . . . . . . . 1 • •• •• • • • •• •• t ••• • • • ••• • • a "k Syste 4 Summary Loads c Corrt�Qi�t 1A -rm-o: Glazing - Single pane, operable window, ., 59.9 1,903 0 Kd 2,770 2,770 reflective, metal frame no break 1 B-rm: Glazing - Single pane window, fixed sash, reflective, 47.4 1,340 0 1,170 1,170 metal frame no break 13AB -Oocb: Wall - Block, no blanket or board insulation, 633.4 4,307 0 3,687 3,687 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 132 96 0 80 80 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 1713-22: Roof /Ceiling -On exposed beams, White or Light 993.7 969 0 1,085 1,085 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A-pm: Floor-Slab on grade, No edge insulation, no 75 2,212 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 10,827 0 8,792 8,792 People: 16 3,200 3,680 6,880 Equipment: 0 0 0 Lighting: 3069 10,465 10,465 Ductwork: 897 334 1,533 1,867 Infiltration: Winter CFM: 278, Summer CFM: 96 7,648 3,558 1,583 5,141 Ventilation: Winter CFM: 208, Summer CFM: 208 5,719 7,714 3,431 11,145 AED Excursion: 0 0 1,883 1,883 System 4 Load Totals: 25,091 14,806 31,367 46,173 Supply CFM: 1,270 CFM Per Square ft.: 1.128 Square ft. of Room Area: 1,126 Square ft. Per Ton: 228 Volume (" of Cond. Space: 11,511 Air Turnover Rate (per hour): 6.6 fl sy�, Lots f r Total Heating Required With Outside Air: 25,091 Btuh 25.091 MBH Total Sensible Gain: 31,367 Btuh 68 % Total Latent Gain: 14,806 Btuh 32 % Total Cooling Required With Outside Air: 46,173 Btuh 3.85 Tons (Based On Sensible + Latent) 4.94 Tons (Based On 75 % Sensible Capacity) �trlot�s Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .. ... . . . . . . . . ....... . . .. . . . . ... . 0. ... .. 11 . . .. i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• . • • System 5 Summary Loads 1A-cm o: Glazing - Single pane, operable window, clear, 164.9 5,237 0 16,102 16,102 metal frame no break 13AB -0ocb: Wall - Block, no blanket or board insulation, 1291.1 8,779 0 9,271 9,271 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 1898 1,376 0 1,431 1,431 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 104 3,068 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 18,460 0 26,804 26,804 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 3410 11,628 11,628 Ductwork: 2,365 670 3,466 4,136 Infiltration: Winter CFM: 439, Summer CFM: 232 12,065 10,221 5,110 15,331 Ventilation: Winter CFM: 408, Summer CFM: 408 11,217 17,951 8,974 26,924 AED Excursion: 0 1 0 1,592 1,592 System 5 Load Totals: 44,107 29,641 58,494 88,135 Cheek Supply CFM: 2,251 CFM Per Square ft... 1.186 x Square ft. of Room Area: 1,898 Square fL Per Ton: 192 Volume (fF) of Cond. Space: 15,488 Air Turnover Rate (per hour): 8.7 Systenn ��d� Total Heating Required With Outside Air: 44,107 Btuh 44.107 MBH Total Sensible Gain: 58,494 Btuh 66 % Total Latent Gain: 29,641 Btuh 34 % Total Cooling Required With Outside Air: 88,135 Btuh 7.34 Tons (Based On Sensible + Latent) 9.88 Tons (Based On 75% Sensible Capacity) Notes; 7, 777�7� Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • . • •• ••• •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0:0 • • • • 0:0 • • • : • • • %9 • 000 • • • 000 • • � t` a ae "ua�"#a *s, , ra § a a System 6 Summary L oads ie 1B - rrn: Glazing - Single pane window, fixed sash, reflective, 177.2 5,006 0 8,350 8,350 metal frame no break 13AB -0ocb: Wall - Block, no blanket or board insulation, 602.7 4,099 0 4,328 4,328 open core, brick finish 17B -22: Roof /Ceiling -On exposed beams, White or Light 1451.7 1,415 0 1,868 1,868 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or I Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.Y wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 78 2,301 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,821 0 14,546 14,546 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 1705 5,814 5,814 Ductwork: 1,628 514 1,932 2,446 Infiltration: Winter CFM: 610, Summer CFM: 305 16,763 13,413 6,705 20,118 Ventilation: Winter CFM: 408, Summer CFM: 408 11,217 17,951 8,974 26,924 AED Excursion: 0 0 1,357 1,357 System 6 Load Totals: 42,429 32,678 40,248 72,926 Choi*F` res Supply CFM: 1,422 CFM Per Square ft.: 0.979 Square ft. of Room Area: 1,452 Square ft. Per Ton: 133 Volume (f 3 ) of Cond. Space: 15,243 Air Turnover Rate (per hour): 5.6 stti Loans �; { Total Heating Required With Outside Air: 42,429 Btuh 42.429 MBH Total Sensible Gain: 40,248 Btuh 55 % Total Latent Gain: 32,678 Btuh 45 % Total Cooling Required With Outside Air: 72,926 Btuh 6.08 Tons (Based On Sensible + Latent) 10.89 Tons (Based On 75% Sensible Capacity) Notes -- Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C } • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0:0 • • • • 9:0 • • x r4 '. - IN Ig 1; s�I System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) CotrXpont Area T Total I Y { 1A - cm - o: Glazing- Single pane, operable window, clear, 45.5 1,446 0 3,854 3,854 metal frame no break 5A: Glazing- Jalousie window only 121.1 3,843 0 10,465 10,465 1 B-cb: Glazing- Single pane window, fixed sash, clear, 43.7 1,167 0 1,659 1,659 metal frame with break 11A: Door - Hollow Core 63 741 0 1,035 1,035 13AB -Oocb: Wall- Block, no blanket or board insulation, 1344.8 9,144 0 9,656 9,656 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 481.4 349 0 363 363 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 15' wood plus R -30 to R -32 insulation 1713-22: Roof /Ceiling -On exposed beams, White or Light 1114.6 1,087 0 1,434 1,434 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 116 3,421 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 21,198 0 28,466 28,466 People: 30 6,000 6,900 12,900 Equipment: 0 0 0 Lighting: 4092 13,954 13,954 Ductwork: 2,053 565 3,914 4,479 j Infiltration: Winter CFM: 449, Summer CFM: 232 12,355 10,227 5,112 15,339 System 1, Zone 1 Load Totals: 35,606 16,792 58,346 75,138 Supply CFM: 2,777 CFM Per Square ft. 1.740 hN Square ft. of Room Area: 1,596 Square ft. Per Ton: 185 Volume (W) of Cond. Space: 18,596 Air Turnover Rate (per hour): 9.0 Loa�ls� fi - Total Heating Required: 35,606 Btuh 35.606 MBH Total Sensible Gain: 58,346 Btuh 78 % Total Latent Gain: 16,792 Btuh 22 % Total Cooling Required: 75,138 Btuh 6.26 Tons (Based On Sensible + Latent) 8.63 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. . .. . . . . .. • . .. ... .. . . . .. .... ... .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . ... . . • •• •• • • • •• •• System 2, Zone 9 Summary Loads (Average Load Procedure for Rooms) rnte at e ' urt 4S3 ". n" 5A: Glazing - Jalousie window only 207.7 6,588 0 16,620 16,620 13AB -0ocb: Wall- Block, no blanket or board insulation, 458.7 3,119 0 2,670 2,670 open core, brick finish 17B -22: Roof /Ceiling -On exposed beams, White or Light 3744.3 3,651 0 4,089 4,089 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 48 1,416 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 14,774 0 23,379 23,379 People: 15 3,000 3,450 6,450 Equipment 0 0 0 Lighting: 6820 23,256 23,256 Ductwork: 3,118 1,030 6,532 7,562 Infiltration: Winter CFM: 821, Summer CFM: 411 22,579 15,228 6,774 22,002 System 2, Zone 1 Load Totals: 40,471 19,258 63,391 82,649 Supply . CFM: 3,293 CFM Per Square ft.: 0.879 Square ft. of Room Area: 3,744 Square ft. Per Ton: 513 Volume (ft of Cond. Space: 49,275 Air Turnover Rate (per hour): 4.0 Total Heating Required: 40,471 Btuh 40.471 MBH Total Sensible Gain: 63,391 Btuh 77 % Total Latent Gain: 19,258 Btuh 23 Total Cooling Required: 82,649 Btuh 6.89 Tons (Based On Sensible + Latent) 7.29 Tons (Bases! On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. t f 1 1 4 i i s t i • • • • • • • • • • • t • •• •• • • • •• •• System 3, Zone 1 Summary Loads (Average Load Procedure for Rooms) .e��., Gahl x 1B-cm: Glazing - Single pane window, fixed sash, clear, 14.1 397 0 1,374 r 1,374 metal frame no break 1A -cm -o: Glazing - Single pane, operable window, clear, 43.1 1,369 0 2,094 2,094 metal frame no break 13AB -Oocb: Wall - Block, no blanket or board insulation, 1085.9 7,384 0 7,797 7,797 open core, brick finish 1713-31: Roof/Ceiling-On exposed beams, White or Light 785.1 569 0 592 592 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -:32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 82 2,419 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,138 0 11,857 11,857 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 2410 8,218 8,218 Ductwork: 629 267 1,248 1,515 Infiltration: Winter CFM: 107, Summer CFM: 64 2,935 2,818 1,409 4,227 System 3, Zone 1 Load Totals: 15,702 3,885 23,652 27,537 Supply CFM: 1,075 CFM Per Square ft.: 1.370 Square ft. of Room Area: 785 Square ft. Per Ton: 299 Volume of Cond. Space: 6,406 Air Turnover Rate (per hour): 10.1 Zor;Lo y� 4 . Total Heating Required: 15,702 Btuh 15.702 MBH Total Sensible Gain: 23,652 Btuh 86 % Total Latent Gain: 3,885 Btuh 14 % Total Cooling Required: 27,537 Btuh 2.29 Tons (Based On Sensible + Latent) 2.63 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. t 1 .. ... • . . . • . . • . . . . •• i . .. . . . . ... . .. .... .. . . . .. ... .... ... .. . .... ... .. . . ... . ..... .. . . . . . . . . . . ... ... . . . . ... . . .. ... . . . ... . . c System 4, Zone Summary Loads (A(erage Load Procedure for Rooms) �o�rx�net 1A -rm-o. Glazing - Single pane, operable window, � � 59.9 1,903 0 �2,770 2,770 reflective, metal frame no break 1B -rm: Glazing - Single pane window, fixed sash, reflective, 47.4 1,340 0 1,170 1,170 metal frame no break 13AB -Oocb: Wall- Block, no blanket or board insulation, 633.4 4,307 0 3,687 3,687 open core, brick finish 17B -31: Roof/Ceiling-On exposed beams, White or Light 132 96 0 80 80 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 178 -22: Roof /Ceiling -On exposed beams, White or Light 993.7 969 0 1,085 1,085 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 75 2,212 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 10,827 0 8,792 8,792 People. 16 3,200 3,680 6,880 Equipment: 0 0 0 Lighting: 3069 10,465 10,465 i Ductwork: 897 334 1,533 1,867 Infiltration: Winter CFM: 278, Summer CFM: 96 7,648 3,558 1,583 5,141 System 4, Zone 1 Load Totals. 19,372 7,092 26,053 33,145 k Fures Supply CFM: 1,270 CFM Per Square ft.: J 1.128 i Square ft of Room Area: 1,126 Square ft Per Ton: 307 Volume (f t-) of Cond. Space: 11,511 Air Turnover Rate (per hour): 6.6 Zone tics v - Total Heating Required: 19,3ii Btuh 19.372 MBH I Total Sensible Gain: 26,053 Btuh 79 % Total Latent Gain: 7,092 Btuh 21 % Total Cooling Required: 33,145 Btuh 2.76 Tons (Based On Sensible + Latent) 3.67 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. . ......... . .. ... .. . .... • . . . 0:0 0 . 1 . . . . . . . . ... . ..... . . . . . . . • . • • • • . . . • •• •• . • i .. .. .... . . .... . System 5, Zone 1 Summary Loads (Average Load Procedure for Rooms) a 1 A -cm -o: Glazing- Single pane, operable window, clear, 164.9 5,237 0 16,102 16, 302 metal frame no break 13AB -Oocb: Wall- Block, no blanket or board insulation, 1291.1 8,779 0 9,271 9,271 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 1898 1,376 0 1,431 1,431 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 104 3,068 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 18,460 0 26,804 26,804 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 3410 11,628 11,628 Ductwork: 2,365 670 3,466 4,136 Infiltration: Winter CFM: 439, Summer CFM: 232 12,065 10,221 5,110 15,331 System 5, Zone 1 Load Totals: 32,890 11,691 47,928 59,619 Cfrc 7. Supply CFM: 2,251 CFM Per Square ft.: 1.186 Square ft. of Room Area: 1,898 Square ft. Per Ton: 269 Volume (fF) of Cond. Space: 15,488 Air Turnover Rate (per hour): 8.7 I at�ods .. Total Heating Required: 32,890 Btuh 32.890 MBH Total Sensible Gain: 47,928 Btuh 80 % Total Latent Gain: 11,691 Btuh 20 % Total Cooling Required: 59,619 Btuh 4.97 Tons (Based On Sensible + Latent) 7.05 Tons (Based On 75% Sensible Capacity) -� Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I . .. . . . . ... . .. ... .. . . . .. .... ... .. . . . . . . . . . . . . 0 0 • ••• . • • . . • ••• • . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • F - S ystem 6, Zone ? Summary Loads (Average Load Procedure for f ooms) Component . .. w Yk F 1 B-rm: Glazing - Single a metal frame no break pane window, faced sash, reflective, 177 2 5,006 0 8,350 8,350 13AB -Oocb: Wall - Block, no blanket or board insulation, 602.7 4,099 0 4,328 4,328 open core, brick finish 176 -22: Roof /Ceiling -On exposed beams, White or Light 1451.7 1,415 0 1,868 1,868 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1 -5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 78 2,301 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,821 0 14,546 14,546 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 1705 5,814 5,814 Ductwork: 1,628 514 1,932 2,446 Infiltration: Winter CFM: 610, Summer CFM: 305 16,763 13,413 6,705 20,118 System 6, Zone 1 Load Totals: 31,212 14,727 29,917 44,644 �heck ir�gtre . Supply CFM: 1 422 . „ rw CFM Per Square ft.: 0.979 Square ft. of Room Area: 1,452 Square ft. Per Ton: 199 Volume (ft) of Cond. Space 15,243 Air Turnover Rate (per hour). 5.6 Total Heating Required- 31,212 Btuh 31.Z12 MBH Total Sensible Gain: 29,917 Btuh 67 % Total Latent Gain: 14,727 Btuh 33 % Total Cooling Required: 44,644 Btuh 3.72 Tons (Based On Sensible + Latent) 7.30 Tons (Based On 75% Sensible Capacity) Noes , Calculations are based on 8th edition of ACCA Manual J. n� All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • . . . . ••• .... ... .. . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t System 9 Roam Load Summary ��- Ot i --Zone 1- 1 Spinning 481 13,564 176 7 -7 488 19,171 7,484 912 912 2 Aerobics Room 1,115 22,042 286 15 -7 465 39,174 9,308 1,865 1,865 Ventilation 11,217 8,974 17,951 AED Excursion 2,732 System 1 total 1,596 46,823 463 70,051 34,743 2,777 2,777 System 1 Main Trunk Size: 22X22 in. Velocity: 884 ft. /min Loss per 100 ft.: 0.058 in.wg cao "Cpttittg Sest,�� a Nn, NE t: r TotSs lift W Net Required: 8.73 ^ 67%/33% 70,051 34,743 104,794 Recommended: 11.58 75%/25% 104,228 34,743 138,971 q�in�h�ata Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh i f . ... . ..... . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , I ` i xae x 1 2551m,11-ki 4 01, System 2 Room Load Summary ! Htg Runt - . , I�� ` ��I /el p •. ,- +"`_�� ., �� t �Mi ;.. � �Stl � F � `.`� k � - -Zone 1--- „ . t.r.. • . ... _,. • 3 Gym 3,744 40,471 526 26 -7 474 63,391 19,258 3,293 3,293 AED Excursion 9,026 System 2 total 3,744 40,471 526 72,417 19,258 3,293 3,293 System 2 Main Trunk Size: 24x24 in. - Velocity: 893 ft. /min Loss per 100 ft.: 0.053 in.wg 4.. k i Coc?�ttg . SerlSe /Latent Net Required: 7.64 79%/21% „ 72,417 19,258 91,675 Recommended: 8.05 75%/25% 72,417 24,139 96,556 ,t tPq�ta 5 > Heating System Coolinq System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh I • • • • • • • • • • • • • • • • • • • •• s • s •ss • • • • • • • • • • • • • „ B System 3 Room Load Summary (�- `�'�c =t '` ` ?� a�e�65`i s �� {.y � y�{ ' s �L�C�. �” ��r '` .; �' �' 'i��}y � �. � , r � ��. ' " tfi Name" � � ' Y � �„ �� ' ' �i ,Yt S�e. -. b � .: `v y �$ ,' : �hY.? � .�1 x„ ,. ��.: -- -Zone 1-- 4 Bathrooms 785 15,702 204 9-6 609 23,652 3,885 1,075 1,075 System 3 total 785 15,702 204 23,652 3,885 1,075 1,075 System 3 Main Trunk Size: 14x16 in. Velocity: 770 ft. /min Loss per 100 ft.: 0.074 in.wg Cott stern, -m. ensll�tri x ; y; �� Net Required: 2.29 86%/14% 23,652 3,885 27,537 Recommended: 2.63 75%/25% 23,652 7,884 31,536 FOW!f?04 Heating System Cooling System Type: Model: Brand: Efficiency: 3 Sound: Capacity. Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • System 4 Room Load Summary -Zone 1 --- 5 Martial Arts Office 132 5,788 75 3 -7 502 8,257 1,176 403 403 6 Martial Arts 994 13,584 176 7 -7 464 17,796 5,916 868 868 Ventilation 5,719 3,431 7,714 AED Excursion 1,883 System 4 total 1,126 25,091 252 31,367 14,806 1,270 1,270 System 4 Main Trunk Size: 16x17 in. Velocity: 719 ft. /min Loss per 100 ft_: 0.055 in.wg iig- �y�irtrn �umtry °: t o Seib WLatett 3 ;�} 3 .4 "" A ' Net Required: 3.85 68%/32% 31,367 14,806 46,173 Recommended: 4.94 75%/25% 44,417 14,806 59,222 Heatinq System Coolinq System Type: Model: Brand: Efficiency: Sound: Capacity. Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 I I I . ......... . .. ... .. . . . .. . . . . . . . .. . • • • • I . ...... • ... . System 5 Room L oad Su � � Aria Sens N�t --Zone 1 -- . 7 Offices 1,898 32,890 427 18 -7 468 47,928 11,691 2,251 2,251 Ventilation 11,217 8,974 17,951 AED Excursion 1,592 System 5 total 1,898 44,107 427 58,494 29,641 2,251 2,251 System 5 Main Trunk Size: 20x21 in. Velocity: 853 ft. /min Loss per 100 ft.: 0.060 in.wg �. § . � u:; CQ ©�tn�° SeF�.sibt+t.'ter�t Se.4�s� • ,FP -- { 7 �� t Y� .. . Net Required: 7.34 66%/34% 58,494 29,641 88,135 Recommended: 9.88 75 88,924 29,641 118,566 Equipji '—p Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh I i I • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• m t i System 6 Room Load Summary H 03 t r f -Zone 1-- 8 Free Weights/ 1,452 31,212 405 11 -7 484 29,917 14,727 1,422 1,422 Waling Room Ventilation 1 8,974 17,951 AED Excursion 1,357 System 6 total 1,452 42,429 405 40,248 32,678 1,422 1,422 System 6 Main Trunk Size: 16x17 in. Velocity: 805 ft./min Loss per 100 ft.: 0.069 in.wg C ling tO Sd r -� CcNng Sbte /� istbtea� I 1'os S{lt tuh u ; Net Required: 6.08 55%/45% 40,248 32,678 72,926 Recommended: 10.89 75%/25% 98,033 32,678 130,711 F 77 Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh i .. ... . . . . . .. i . .......... . .. ... .. . . . .. : .... ... .. .... . .. .. . ... . . . . ... . . . . . . . . . . . . ... . . . ... . .. ............... ..... . d MIAM • MIAMI -DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33I30 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamW#de.aov/buldinQCOde Prodex 3304860 Mall International Alajuela, Costa Rica SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade 'County) reserve the right to have this product or material tested for quality assurance purposes. If this product: or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Prodex Reflective Insulation. APPROVAL DOCUMENT: Drawing No.D- 1147020220 -1, Sheet 1 of 1, titled "Prodex Reflective Insulation, Double Furring Strip Application", dated 12/2$/01, with no revision, prepared, signed and sealed by David W. Yarbrough, P.E., bearing the Miami Dade County Product Control renewal stamp with the Notice of Acceptance (KOA) number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of th product or process. Misuse of this NOA as an endorsement Of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0717.07 and consists of this page 1, evidence page E -1, as ell.q apprgval• • . document mentioned above. :09 • • • • • • • • The submitted documentation was reviewed by Carlos lVL Utrera, P.E. 0 • • • • • • 000 • • . .. ... .. . • . . .. tONAMMADE 1 5 - Wry NOA No: 07- 1205.01 Expiration VAe: deeember t, Ae • • • Approval bate Fobnrarr 3, 300 • Ila . . . . . . . . . . . . ........ .... P. i My 4 3 1 PRODEX REFLECTIVE INSULATION nESCRIPTION A TYPICAL INSTALLATIO THIS IS PRODEX REFLECTIVE INSULATION FOR INTERIOR USE ON WALLS IN WALL D CAVITIES, CRAWL. SPACE APPLICAT113NS AND IN BASEMENT APPLICATM. PRDBEX D CONSISTS OF POLYETHYLENE (SMM THICK) FOAM CORE WITH FAIL ON BOTH SIDES. NOMINAL V X 2' INSULATO PROE&BLIES FURRING STRIPS PRODEX DESCRIPTION TEST RESULTS UNITS REFLECTIVE EMITTANCE ASTM -MS7I 0.05 AT 70' INSULATION _ TOME PERFORMANCE DOWN IIa. STU , FMCUS RESIST NCE -ASTM G1130 NQ GRO C FLIASILIT no CRAUKIM C DR DELAMINATION WATER 7M YMSMISS113M 3mil ADHESIVE N _ r AST THERMAL PERFORMANCE ASTM -0976 Ba �� FDAM CORE PROPERTIES D DESCRIPTION TEST RESULTS UNITS B FLASH IGNITION ASTM 81989 786 SPONTANEOUS IGNITION ASTM x1989 788 _ }}**, �: �"' :'•, L a , , y '� ♦e414� ' INTERIOR FINISH .t co 1piw1s4�r . 5/16" STAPLES :.•.: : DIV'2' SPACING PRO a V. YAaaRnucn+ COSTA RICA • • • • • • • • • NEAT Lamm • • • • •A • • • • °`"""° ODEX REF CTIVE IN ULpp��I[7N A • • • • • BLOCK WALL APPLICATION USING n_ � ,fin( M 01 w E R S L IGATION F3a w Q' WA J KraraP 1E -89 -�1 .:.. .. .. .. DOUBLE FURRING STRIPS D- 114 7020BB O -1 i ••• • • ••• 0000•• mna mu 1 '••� • 0000 4 •••• 3 2 1 • • • 0000•• • ••••0• 0000 ••••0• • •••• • •• 0:0000 *0000: Prodea NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No D- 1147020220 -1, Sheet 1 of 1, titled "PRODEX REFLECTIVE INSULATION, DOUBLE FURRING STRIP APPLICATION," dated 12/28101, with no revision, prepared, signed and seated by David W. Yarbrough, P.E. (Evidence Subbed under NOA # 02- 0717.07) B. TESTS Labor Test Date Signature 1. Omega 15498 - 109773 ASTM D1929 10/31/01 J. W. Dougherty, PE. 2. RDS01009 ASTM D3310 12/11/01 D. W. Yarbrough, PE. 3. RDS01007 ASTM C 1224 12/11/01 D. W. Yarbrough, PE. 4. RD No number ASTM E -96 . 10/24/01 D. W. Yarbrough, PE, 5. RDS01008 ASTM C -1224 12/11/01 D. W. Yarbrough, PE. 6. Omega 15498 - 109357 ASTM E-84 08 /28/01 J. W. Dougherty, PE. 7. RD No number ASTM C -1338 09/17/01 D. W. Yarbrough, PE. 8. RDS01005 ASTM C 1371 12/11/01 D. W. Yarborough, PE (Evidence Submitted under NOA # "717.07) C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTMCATIONS 1. None F. STATEMENTS 1. Code compliance letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 2. No- Financial Interest letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 3. Distributor Agreement prepared by Sergio Luconi from Productos de Espuma. S.A. and Elmer L. Cook from Energy Conservation Distributors, Inc. and properly notarized. (Evidence Submitted under NOA # 02- 0717.07) G. OTHER 1. No change letter issued by Prodex, dated 11/30/07, signed by Serm Luconi. . .. ... . . . . . . . � /✓ 0 0 . t ... '. Carlos -Utrers, R E. • • • Product Control Examiner N06I No 07-j20 -01 Expiration Datjc ember 3, 2015 Approval p1%je :Fjmaiy 7, IMP E-1 000 0 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Tempra 24 Stiebel- EItron Tankless Water Heater, Tankless Water Heaters Page 1 of 1 Tankless Water Heaters' Tankless Water Heaters I All Products I Why Tankless? I The competition i Resources t Warranty i FAQ's i Help I Contact Product Search Questions? Call us toll-free Tempra 24 Stiebet- Ettron Tankless Water Heater Products Ali Products - Tankless Water Heaters ■ Tankless Water Heaters ■ Shower Heads ----- ■ �� • ^ � � ,� N Temps 24 Stiebel- Eltron Tankless Tankless Installation Water Heater Accessories ■ Tankless Replacement Parts List Price $776:88 You Save •. T r Hetp Center f s g Price: $529 99 -- ■ Why Go Tankless r' Quantity: 1 ■ Shower Heads Guide ■ Frequently Asked Questions { ' ■ Live Help (Chat Live) y Account � " r 4) Email a Friend 0 Ask a Question ■ View Cart x ° Price Match 93 Printable Page y:Y ■ My Account \ ■ Login ■ Create Account °--- -- ...... -- -----° ._...__ ------ -- - --- `� Download Brochure Download installation Manual' ....... °__ °,._... ------- ---- - - ----- .._. We welcome i>15+1 Aiv1< use rrr The Tempral continually heats water instantaneously as you require it - and only when you require it. The Tempral unit completely replaces a conventional tank heater with no disruption to your comfort and hot water needs. Recommended Use • For homes with high demand for hot water using one to two major applications at the same time • To quickly fill large tubs: Roman tubs, garden tubs, jacurii, etc • For homes in the Northern part of the country with colder weather Tem erature Rise Chart V Fahrenheit Flow Rate 1 1.0 GPM 1.5 GPM 2.0 GPM 1 2.5 GPM 3.0 GPM 3.5 GPM 4.0 GPM Temp Rise 164° 109° J 82° 66° 55° 47° 41° Notes: GPM - Gallons per minute. Degrees ( °) Fahrenheit. Values are approximate. Energy Requirements Breakers & Wire Max kW @ 208V / 240V Volts Max AMP @ 208V / 240V 2 x 60 ! 2 x 6 AWG (2 -1 type, 2 hots +ground) 18 kW / 24 kW 208V /240V 88/100 Notes: Ratings above using standard 240 Volts. Higher voltage will increase power, just as tourer voltage wilt have the reverse effect. When installing, check specifiadons on unit used. Voltage, amperage. breaker and wire sire may vary depending on local electrical standards. Consult your local professional for guidance. Technical Specifications (Specs) Brochure /SpecificationsSheet I m Installation Manual Dimensions: 14.56"W x 14.50"H x 4.64 "D Weight: 18 Lbs Water Connections: 3/4" • • • • • • • Water Pressure (Max): 150 psi • • • • • • • • • Voltage: 208 / 240 • • • • • • • • • • •• • • . • ... • Min. Flow Rate (Activation): 0.58 GPM • • • • • • • • • Manufacturer's Warranty: 3 Years • • 009 • • • • • • • • ••• • • • • • • • • • • • • • • • • ®2004 -2006 Titan Tankless Water Heaters. use of this websile signifies your agreement m • the Terms of Use. Privacy Policy. • • • • • • • • • • • • • • • • • • • .•. • • • . ••• • • • • • • • • • • • hltn_// www- titanheater- com /nroddetail- nhn ?nrod= Tempra -24 •:. 0 1�A�'21 �• 5616978714 04:27:09 p.m. 09 -02 -20(18 2/7 2061 ^JIdg. -5 tan September 02 2008 ,%!nit Dimensions - Unitary Cooling Rooftop Units Item: Al Qty: l TOP PANEL EVAPORATOR DENSER FAN SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) d 314' - -14 NPT DAL HOLE ONDENSER C06. 41/2' 239118' UNIT CONTROL WIRE 718` DIA. HOLE 4211x' ERVICE GAUGE PORT ACCESS 1318' OUL HOLE POWER WIRE LAND COMPRESSOR ACCESS PANEL • ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) 91 ISOMETRIC- PACKAGED COOLING 35M6'-�•� t4• /4' /5192' 4 3118' 16' SUPPLY 24' RETURN THROUGH THE BASE ELECTRICAL UNIT HI�HT (A) (REQUIRES FACTORY INSTALLATION) 3-S TONS STANDARD EFFICIENCY 321/4• 213116' 3-4 TONS HUGH EFFICIENCY 32194 1 354" INjON HIGH EFFICIENCY 194' 41ff T THROUGH THE BASE 4 7/8' L 23 tt2 CONDENSATE 51/16' AIR FLOW DOWNFLOW- PENETRATION p A RETURN 231/4' I�OR�t?AI7 a • • • SUPPLY 14394' • •�FLt'• • 20194' • A • • 43f4' 95/8• 5598' 5 f c V 17114• 8718• 131f4' 3116' • • • • • • • • • a u 4' . . . . . . • 69798' 5 • • • • • • • • • • • 7 518' 441!4 HORIZONTAL- PENETRATION RIGHT- PACKAGEDIC& IM: 0 : . . . .•• • . . . . . . . ... . . 0 0 0 ... . . 5616978714 04:27:38 p.m. 09 -02 -2008 317 2018lt1g. 6 ton 9@&Mber 02.2008 Unit Dimensions - Unftary Rooftop Units Item: Al City :1 SUPPLY RETURN 3W-14 NPT DRAIN CONNECTION —� 238116' �4 V4' ISOMETRIC- PACKAGED COOLING • • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . 5616978714 04:27.57 p.m. 09- -2008 417 2051 All ft-5 ton September 02, 2008 ,Unit Dimensions - Unitary Cooling Rooftop Units Item: Al City: l 'ELECTRICAL / GENERAL DATA GENERAL RI(4)(6) Ton: THC093A Unit Opening Voltage: 187 -253 Unit Primaty Vdlepe: 208 Unit Seowsdary Voltage 230 Unit HertE 80 Unit Phase 3 Standard Motor Mir imurn CiroA Ampadty: 28.8 Maximum Fuse Sine: 45.0 Maximum (HACR) treat Breaker. 45: INDOOR MOTOR COMPRESSOR Citc uit V2 OUTDOOR MOTOR Sandard Motor Number: 1 Number: i Number: 1 Horsepower. 4.5 Horsepower: 0.33 Horsepower. 1.0 Phase: 3 . Mdor Speed (RPM): 1115 . Motor Speed (RPNI): 3460 Rated Load Amps: 17.4 Phase 1 Phase: 3 Locked Rotor Amps: 124.0 ROW Load Amps: 2.0 Full Load Amps: S.0 Locked Rotor Amps: 88 Locked Rotor Amps: 322 FILTERS REFRIGERANT (2) Type R -22 Fumished: V� Factory Charge Number .2 CbuR it 8.4 b Recanmended 20'x3(rx1` Cvua 02 WA NOTES: 1. Mwdmum (HACR) Circuit Breaker sWq is for k1sWatfats in the "ad Slates omiy. 2. Rdriga nit dm %e is an appnodmete vakxL For a more Precise value, see unit na meptatn wnd service imkuc:fiw& - 3. Value does not Imdude Power EtdAW Accessary. 4. Value Includes oversized motor. 5. Vakre does not mclude Power Exhaust Accessory. & EER Is ram M ARI txuxfilidts and in accoroanoa with DOE test procedures. •• ••• • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • o • • a •• ••• • • • • •w• • • 5616978714 04:28 :09 p.m. 09 -02 -2008 517 2061 Bldg. -5 ton September 02, 2008 Weight, Clearance & Rigging Diagram - Unitary Cooling Rooftop Units Rem: Al Oty:1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER 1 __ MOTORIZED OUTSIDE AIR DAMPER C O MANUAL OUTSIDE AIR DAMPER 1&01b BAROMETRIC RELIEF OVERSIZED MOTOR BELT DROVE MOTOR POWER EXHAUST HEATER THR wHT THE BASE ELEGTRm fFl m 8.0#h UNIT MOUNTED CIRCUIT BREAKER (FIOPS7 LOU MOUNTED DISCONNECT (FIOM 5.011) POWERED CON14ENEWWOUTLET (FIOM 38:0 A HINGED DOORS (FIOPSI 10.01b B CORNER WEIGHT HAILGUARD SMOKE DETECTOR. RETURN SMOKE DETECTOR. SUPPLY 5.0 NOVAR CONTROL DEHUMIDIFICATION (HOT OAS REHEAT) COI. ROOFCURB BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVmY Sk�PING NE7 167.Q @ O 13110 M LENGHT (F) WVM 648.OIb 557.00) O 135.01b Q 1250Ib j 31' IV NOTE: L CORNER WEXWSAREGIVEN FOR POWMATION ONLY. I TO ESTIMATE SHIPWNG WEIGHT ADD 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT. ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >$ LBS. .J • •• • • • • ••• • E I' • • • • • ••• • • • • • • • • • • • • • ••• • • • RIGGING AND CENTER OF GRAVITY ... • • • .•. • • • • • • . .. .. . . . .. .. 5616978714 04 :28 :41 p.m. 09 -02 -2008 617 2061 Bldg. -5 ton September 02, 2008 Weight, Clearance & Rigging Diagram - Unitary Cooling Rooftop Units item: Al Qty: l CLEARANCE MM TOP OF UNrr it CLEARANCE 3V CLEARANCE 4W 4 O SUPPLY RETURN CLEARANCE 36' CLEARANCE 3r PACKAGED COOLING CLEARANCE FlOOF OPENING � l UNCf OUTLINE 3 . � 441/2" f � i •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 3116' • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5616978714 04:29:01 p.m. 09 -02 -2808 717 25661 bldg. -S ton 49ember 02 , 2008 Trans New Equipment Terms and Conditions reasonable attorneys' fees, resulting from death or bodily Injury or damage to real 1. Acceptance and Prices. These terms and conditions are an integral part of Trans or tangible personal property, to the extent caused by the negligence or misconduct U.S. Inc. ('Selleeys firm offer and form the basis of any agreement resulting from of their respective employees or other authorized Setter's proposal. The proposal Is subject to acceptance within thirty days from its activities within the agents in g c with flair pr scope of this Agreement. Neither party sha In d e mnif y the outer date, and the prices are subject to change without notice prior to acceptance by the against claims, damages, expenses or fiabiitfies to the extent attributable to the party to whom this offer Is made. or Its authorized agent ( Following negligence or misconduct of the other party. The 64 to Indemnify vain continue M acceptance without addition of any other forms and conditions of sale or any other full tours and effect, notwithstanding the expiration or early termination hereof, with modification by Buyer, the prices stated are firm provided that notification of release for respect to any claims based on facts or conditions that occurred prior to expiration immediate production and shipment Is received at Sellers factory not War than three or terminatiom months from order recelpL It such release Is received later than three months from 7. insurance. Seiler agrees to maintain the following Insurance durig the term of order receipt date, prices will be Increased a straight 1% (not corngound eM for each the contract with gmgs not teas than shown below and wig, upon request from one -month period (or part theraoll beyond the three -month Rim price period up to the Buyer, provide a Certificate of Insurance evidencing this coverage: date of receipt of such release. N such release Is not received within six months after Commercial General Liability $2,000,000 per occurrence the date of order receipt, at Sekes option. the order may be cancelled by Seller. Any Automobile Liability $2,000,000 CSL delay in shipment caused by Buyers actions will subject prices to increase equal to the Walters Compensation Statutory Limits percentage increase in fist prices during that period of delay. In no event will prices be In the event Seger agrees to name Buyer or others as an additional insured Seiler decreased- will do so but only under Its primary Commercial General Liability policies to the Acceptance will have occurred it Buyer, signs Sellers proposal; Issues written order extent of the indemnity obligation assumed herein. In no event does Seger w elve pursuant to submission of proposal; or permits or accepts performance; or other Its right of sumrogatton. commercially reasonable manner. if Buyers order is an acceptance of Sellers S. Liability Dischimer. NOTWITHSTANDING ANY PROVi 40N TO THE proposal, Seller's return of such order with these terms and ondidons attached serves CONTRARY, IN NO EVENT SHALL SELLER BE UABLE FOR ANY SPECIAL, as an acknowledgement and confirmation of receipt of order. if order is expressly INCIDENTAL., CONSECKM N71AL. (INCLUDING WITHOUT LWt'rATION LOST conditioned upon Sellers acceptance or assent to terms other than those expressed REVENUE OR PROFITS), OR PUNITIVE DAMAGES. This exclusion applies herein, return of order by Seger with these terms and conditions attached serves as regardless of whettm such damages are sought based on breach at warranty, notice of objection to such terms and a tounter-offer to provide equipment in breach of contract, negligence, strict liability in tort, or any other legal theory. accordance with scope and terms of the original proposal. t Buyer does not reject or Should Seger nevertheless be found fiMble for any damages they shall be grated to object withkh ten days, counter-offer will be deemed accepted If Buyer permits or the purchase plids of the equipment underthe order. SELLER DISCLAIMS ANY accepts performance, such terms will be deemed accepted in order for Sellers LIABILITY FOR DAMAGES OF ANY KIND (WlIETHER DIRECT OR DIDIRECT) acknowledgement of order to be valid N must be made at tine corporate level. ARISING FROM MOLD, IvNGUS, BACTERIA, MICROBIAL GROWTH, OR ANY .2. Performance. Sager shall be obligated to furnish only the goods described In OTHER CONTAMINATES OR AIRBORNE BIOLOGICAL AGENTS, Setters proposal, and submittal data (if such data is Issued in connection with this 9. Patent Indemnity. The Seller shall protect and indemnify the Buyer from and order), and Seger may rely on the acceptance of proposal and submittal data as against all claims. damages, judgments and loss arising from infringement or acceptance of the subbitify of the equipment for the particular project. Sellers duty to alleged Infringement of any United States patent by any of the articles or material perform under any order and the pace thereof is dependent upon Sellers corporate delivered hereunder, provided that In the event of suit or threat of suit for patent approval of the order and Seiler shall riot be responsible for delays In contract infringement, Seder shag promptly be notified and given fun opportunity to negotiate formation caused by inclusion of now or different terms by Buyer. or delays to creep a settlement. Seger does not warrant against Infringement by ream of Buyers approval due to delayed or Incomplete credg Information by Buyer. Sellers duty to design of the articles or Me use thereof in combination with other materials or in the perform is contingent upon the non- occurrence of an Event of force Ma1eure. If the operation of any process. In the event of I igWon Buyer agrees to reasonably Oder is not approved at fie corporate I". Seger may elect to delay performance or cooperate W10r Seller. M connection with any proceeding under the provisions of to renegotiate with Buyer. If Saga and Buyer are unable to agree on revised prices or this Adk:M all pardes concerned strap be entitled to be represented by counsel at tears, the order may be canceled without any Nabpdy. 11 Seller shag be unable to carry their own expense. out any material obligation under this Agreement due to an Event of Force Majeure, 10. Shipment Dares. Shipment dates are estimates only. No valid contract may this Agreement shag at Setters election () remain in effect but Sellers obligations shaft be made to slip within or at a specified time unless In whtdng, signed by an be suspended until the uncontrollable event terminates or (o) be terminated upon ten authorized signatory of Seger. Shipments shall be fo.b. factory or warehouse at (10) days notice to Buyer, in which event Buyer shad pay Seller for all parts of the Work named shipping point with title and risk of loss passing to Buyer upon delivery to the furnished to the date of termination. An "Event of Force Majeure shaft mean any center. cause or event beyond the control of Seger. Without limiting the foregoing, "Evert of 11. Cancellation. if, following acceptance of proposal by Buyer, all or any portion Force Majeure" includes: acts of God; acts of terrorism, war or the public enemy; Hood; of the resulting order is canceled by Buyer without default on the part of Seger or east quaite; tomado; sure: fire; civil disobedience; pandemic insurrections; rims; witihot Sellers written consent, Buyer stag be gable to Seger for cancellation labor disputes: labor or material shortages; sabotage; restraint by court order or public charges including but not gmgw3d to Setters incurred costs and such profit as would authority (whether valid or Invallo. and action or non - actiort by or inability to obtain or have been realized by Seger from the transaction had the agreement not been keep In force the necessary governmental authorizations. permits, Decrees, breached by Buyer. certificates or approvals 0 not caused by Setter, and the requirements of the Utdfed 13. PaymenL Payment terms are 10D% net 30 days of shipment unless otherwise States Government in any manner that diverts either the material or the finished expressly agreed to In writing by Seller. Sager reserves the right to add to any product to the direct or Indirect benefit of the Government account outstanding for more than 30 days a service charge the lesser of 1 -1/2% of 3. Taxes. To the prices and terms quoted, add any manufacturers gross receipts, the princes amount due at the end of each month, or the maximum allowable legal sales, or use tax, Federal, State, or Local, payable on I'm transaction dander any interest rate. Buyer shag be liable to Seger for all collection expenses, including applicable statute, code, or regulation. reasonable attomsy's fees and court costs, uncured by Seller in attempting to 4. Warranty and Liability. Sellers warranty obligation s limited to the following: collect any amounts due from Buyer. if requested. Seger will provide appropriate Seger warrants for a period of 12 months from inlgal start -up or f8 months from date M flan waivers upon receipt of payment. Seger reserves the right to suspend or shipment, whichever Is less, that products manufactured by Sellercovered by Buyers terminate performance In the event of Buyer's non payment. order (1) are free from defects in material and manufacture and (2) have the capacities I& Returns. Products may be returned only with permission of Seller and may be and ratings set forth In Sellers catalogs and bulletins (`Warranty). Exclusions from subject to discount. this Warranty include damage or failure sift from: weer and tear, corrosion, erosion, 14. Applicable Low. Any agreement resnlgng from Sellers proposal will be deterioration; Buyers failure to follow the Seller - provided maintenance plan; governed and construed according to Wisconsin law. modgfcatlons made by others to Sellers equipment. Seger shag not be obligated to 15. U.S. Government Work. This provision applies only to Incilrect sales by pay for the cost of lost refrigerant. Sellers obligations and liabilities under this Seller to the US Government. As a Commercial Nom Subcontractor, Trans Warranty are limited to furnishing replacement equipment or parts, at Its option, f.o b. accepts only the following mandatory flow down provisions: 5221"; 52222 -28; factory or warehouse at Seller - designated shipping point, freight - avowed to Sepses 51222 -35: 52.M -36: 52.222,; 51247.64. t the Work is in connection with a warranty agent's stock location, for all non - conforming Seiler- manufactured products U.S. Government &tPa C B" certifies I hat, it hr%wovkded and will provide which have been returned by Buyer loSeger. Returns must have prior written approval current, ac curatd,.and coraptete.isfo6vl$on• representations and certifications to by Seger and are subject to restocking charge where applicable. SELLER MAKES all government offiaiats.1 d not Mrsged 14 the contracting officer and REPRESENTATION OR WARRANTY, EXPRESS OR IMPLIED, REGARDING officials of the 859ness k Qnn ;maters related to the prime PREVENTION OF MOLD, FUNGUS, BACTERIA, MICROBIAL GROWTH, OR ANY contract, Including but not limited to all aspects Its ownership, ouguoty, and OTHER CONTAMINATES. pedormaxe. Anything herein notwithstanding, Seller will have no obligations to No liability whatever shall attach to Seger unlit pmt acts have been paid for and Sego's Buyer unleqs�nd wNil Buyer prpvide Setter with a true, ooredt'arnd complete liability under this Warranty shag be limited to the purchase price of the equipment executed copy 11 use prime cahkach upon rgpdr(,st Ilpt will provide copies to shown to be defective. This Warranty Is vokfable in the event of thou- payment Further Seger of alt jA< to Wad wrtlien dwAmQnk�rlio ns wifftrany govemment official rotated warranty protection is available an an axon-ceet basis. Atiyfutll'ei ovet emy nwelbein 4 .1m. I shossof In luditio bul writing and agreed to by an authorized signatory of the Seger. not fimfisd to any common • Ions 4elated to Buys ownership, hgity or S. Warranty Disclaimer. This warranty is given In Neu of all other warranties, express performance of the prime contract. Buyer will obtain written authorization and or Implied. including IMPLIED WARRANTIES OF MERCHANTABILITY AND approval Irom,.W odor to providing any government official any information FITNESS FOR A PARTICULAR PURPOSE and/or others arising from course of about Senses pedormance cethp work #"a the subject of this offer or agreement, dealing or trade. other than this vJftrLofar or ajeamen>: • 6. Indemnify. Seiler and Buyer shag Indemnify and hold each other harmless from • • • • ; • • Team U.S. &W • , any and all claims, actions, costs, expenses, damages and liabilities, including • • • • • • • • : • ; • • • 0 sWW0ed" 1-- 46.1"40 ` TOP PANEL EVAPORATOR SECTION ACCESS PANFI. .--- CONDENSER FAN CONDENSATE DRAIN (ALT) "J 314 " -14 Nt+1 DAI HOLE d CONDENSER COIL kh 4112" •�`'�.,. 1 r� a 27 &ir `•., IT CONTROL WIRE 71W OIA HOLE 47 7/8" SERVICE GAUGF PORT ACCESS 13/8" OiA HOLE -- t1NITPOWERWIRE — CONTROL AND COMPRESSOR ACCESS PANEL ELECTRK'At CONNLCTION j (SINGLE POINTPOWCR WHEN 14EAT INSTALLFD) 3516" —•{ 17112" 6718' 171 ISOMETRIC - PAC KAGED COOLING 4" _•— _m _ UNIT NFIG14T a a S TONS STANDAKU HIGH EFFICIE 40718" 18 iCZ" 7 v Z ON 3TAN[lAfiD EFFICIENCY 40 718' 18112' 32118` 33" 7.5TON NIC�FI EFFICIENCY 48118' 24 ilk" RETURN SItPPLY 186 AND 10 TONS ST ANDARD AND INCH' EFF!( IENC, 4Fi 7M' 2412" L I L THROUGH THE BASE ELLCI RK;AL 2 314 � 3314" 41 d i THROUGH 6 t18" 1 AIRFLOW 27518" •— THE BASF J CONDENSATE DOWNFLOWPENETRATION 1 h f A* RETURN 32114° A 4r HONZONTAL SUPPLY 237/43" AIRFLOW 4314' .9818 "5518" r O — 56 A 0318* 18 $14 " K 31718" q R4" • • • • 55/8" • • • • • � • • 88518 -. • Z5/8 " • • i•� • HORIZ ONTAL- PENETRATIO R IGHT- PACKAGED COOLING T ' �• : FLD = FumJShBd by 7rane / lnstatled by Others Trane Equipment Propc�a/ ; Page 2 of 5 • � .. • • S�z'd S09617SLS0� -01 bZLBL69T9S ••• '•9Nd�lC&08J S €:60 L00Z -0Z -om SUPPLY RETURN a 3! E AAA G TS UNOPISA'f6DRA1N 27 518' 4 114' ISOME PACKAGED COO LING fee FLO = F by Tune ! Installed by Others Trane Equipment Proposal ; • � �T ; ; Pale 3 of 5 S�£'d S096tSLS02 :0.1 KLSLGMS 006 � �N�?11�A10� S£ =60 Low- 0Z -onu 'ELECTRICAL I GENERAL DATA T30t20A Una Op"Ing Voltage: 10-263 Unh Primary Vokage: 208 Una Secondary V011w 230 link Heft go UnItmaw. 3 r%FR IOA Slwidwd MrAry Oversized Molts Feld WolokA Oversized MLAd( Mirwrit" Cwcud AmpoW 52 A Urumurn Cwcw Ampac"T MIA Minimurn Circuit AnVicity. NIA Mwwnurn HAG So: 60.0 Madmurn Luse Size. NIA mammurn Fuse Sw NIA Maiciffriurn (14ArR) Orcuil Erwkrr SOD Maxintum (NACR) Citatit Elmkm- NIA l6tutinun (IIACA) CkWl Weaker. NIA HEATER HaaW kW knonti• 113 0 Sandard Motor Yvan meat Oveisized Molot Field Insialledl Ovctsize.d Motor Stage. 1 Minirnijim lrwclrtt AnWpbr be 616.r 9 Minimum COCUlt AMPWV Mtnirmn Ofeull Ampacar NIA Miodmurn Fuse Size. SO.W0.0 Mukvvum ruse 136:6. M"iffiurn ruse Size.* WA MaKimurn (HACR) Chmil Bieaktt; 80.0110.0 K-wirrium (14ArR) Cirwi Rroalior• Maiarnurn (WACR) Circuit Breaker WA INDOOR MOTOR Sandard Motor OuWzed Molts Field Installed Ovomqvd MOW Number. Number N/A Number NIA wompowor 3.0 Horsepower. NIA Fitinippimmr WA Moto( Speed (RPM): 3450 Motor Speed 0"I: WA Motor Speed (RPM) WA Phase. 3 Phaso• N/A phaw NIA Ful Load Amps- 14 Full Load Amps. NIA Full Load Junpi. NIA Locked Rotor Amps. 83.0 Wilted Rotor Amps WA Lo&Gd K0101AMPS. WA COMPRESSOR Circuit 112 oti muroR Mittibet. 2 Number. I Horsepower. 5,1119 Horsepmer 0 Phase 3 Motor Speed (RPM). 3460 FtatcdioadAmps' 1661141 phime. 1 Locked %Ux Amps: 128DAi 0 Mated Load Afrqn. 4.0 L ocked Rotor Amps* 14 POWER EXHAUST ACCESSORY FILTERS REFRIGERANT 12) (Field InslAW Piwor Exhaust) TWA R-22 Phase- WA Type: Throwaway Factory Charge liameprimr- WA �urvshed: Yrs muitAl 7.21h Motor Speed (RPM). MIA Number 4 IQ 53 lb Full Lw)d Amp.' NIA Recommended 2W x 25" x 21 Locked Rotor Amps. NIA NOTES: 1. Ma)dnn (HACR) Ciecua Ikeaker sizing is for installations in the United States only. 2. Rrhujcmnt charge is an appreltimate Value. For a more pf&jse vidue, see unit nameplate and wsvwo instruchons 3 Value does not lmkjde Power Eidlaust ALiawnry 4. Value includes omz;izvd nwW 5 Value does not include Pow t!xNwo Accessory. 6. EIER ill fated at ARI condifinris and in accordance with DOL test Drocedures. •• ••0 0 0 • 0 410 0 0 6 0 0 • 00 * , " 0 • 0 0 0 see 0 .• ••• -. 00 se e • • • •• : 0 0:0 0 • 0 • 0 go 0 000 0 :0 0 FLD = Furnished by Trans Installed by Others Trans Equlpm@nt Ptopt"I.o 0 o: - • Page 4 of 6 o q/t S09Gi7GLS;0E- : 01 KILIBIJ-65IT'SIS; -% : : 0. SN;�&C)8-j CC: 60 1002-121T-EIM 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 1178 FIRE RESISTANCE RATINGS - ANSWL 263 (SXUV) FIRE RESISTANL''I AA 4GS - l ftffyt J63 (SXUV) ' • i', ••.••• • * see.. 1 , 1 Hour 1-1!2 Hour 2 Hour 3 Hour • 2 Hour i -7h H 2 Hoy, W= steer Bating Rating Rating Rating Steel • • • • PAng Rating Rat*o • • •aft Min. Thkns Min Titkns Min, Thkns Min. Thkns • •fit# Thkns MA WMdts Min. Tfikns Wt Tvss size Hp /A (micron) (micron) (nticron) OnkroW size Hp /A • W&on) Z ' (micr" • • tninwl W10x60 131 2413 5690 7853 12834 W12x190 54 1413R 4420 • 1810 W12x72 131 2413 5690 7853 12834 W14x233 53 • • • • & 43 q � • • 44268814 W24x84 131 2413 5690 7853 12834 • • • W27x94 231 2413. 5690 7853 12534 NR = No Rating • 00 so W14x68 130 2413 5690 7806 12757 INTERIVATIONA A'1 • Wi6x77 126 2413 5690 7667 12530 L;I' �1�'.LTD - T�+E Chartek 8 ( %tilted W14x90 125 2413 5690 7622 12456 for Conditioned Interior Space Puoose,Interior General Fur- ' W24x104 125 2413 5690 7622 12456 - pose and Exterior oUse. • • • • ' • • • • W18x71 124 2413 5690 7577 12383 *Bearing the UL Classification jv Tk �, • • • • • • W18x86 124 2413 5690 7577 12383 �1e51 NO. AC/W� • W33418 124 2413 5690 7577 12383 1 W30408 123 2413 5690 7533 17311 Ratings -1, 1 -1/2, 2 and 3 Hr. (See Item 2) Wl2x7 121 2413 5690 7447 12170 W14x74 121 2413 5690 7447 12170 W27x102 121 2413 5690 7447 12270 I W21401 120 2413 5690 7404 12100 W21x83 120 2413 5690 7404 12100 W24x94 119 2413 $690 7362 12031 2 WlOx68 118 2413 5690 7320 :11963 W3Oxll6 116 2413 5690 7238 11829 W36435 116 2413 5690 7238 11829 W14x99 115 2413 5690 7198 11763 U W33x130 114 2413 5690 7158 11698" W8x58 113 2413 5690 7119 11634 W24xi17 112 2413 5690 7080 11570 W18x97 111 2413 5690 7041 11507 W12x87 110 2413 5690 7003 11445 W14x82 110 2413 5690 7003 11445 J W16x89 110 2413 5690 7003 11445 W21x111 109 2413 5690 6966 11383 W27xll4 109 2413 5690 6966 11383 W2lx93 108 2413 5690 6928 11322 W30X124 108 2413 5690 6928 11322 1. Steel Column - Wide flange steel columns with the minimum sizes W1007 105 2413 5690 6783 11085 shown in the table below. The column surfaces shall be free of dirt W14x109 105 2413 5690 6783 11085 loose scale and oil and then primed with epoxy based primers to an e W33x141 105 2413 5690 6783 11085 approximate dry film thickness of 50 microns. W36xl 105 2413 5690 6783 W30432 102 2413 5690 6678 10913 2• Mastic and Intumescent Coatings* - Two component spray materkL W18xl06 102 2413 5690 6644 10857 applied in one or more coats as described in the application insty , W24xl31 101 2413 5690 6610 10802 tions to the thicknesses shown below. Thicknesses below include W12x96 100 2413 5690 6576 10747 microns of primer. W2lxl22 100 2413 5690 6576 10747 1Hour 1-1/2 Hour 211ow 3Has:. W27x146 99 2413 5690 6543 10693 Steer Rating Rating Rating > W16x100 99 2413 5690 6510 10639 Min Thkns Min Thkns Min Thkns Mia7hin W36xl6O 99 2413 5690 6510 10639 Size W/D (in.) (inJ (im) 431 W8x67 99 2413 5690 6510 10639 W6xl6 058 0.132 0288 0.422 NR'. W33x152 98 2413 5690 6477 10586 gx24 0.59 0132 0186 0.418 NR'; i W24x120 % 2413 5690 6382 10429 10x26 0.61 0.132 0.281 0.412 M W36xl70 93 2413 5690 6258 10227 W14x34 0.63 0.132 0.277 0.405 16 W10x88 92 2413 5690 6228 10178 W1Ox33 0.66 0.132 0.270 0,396 to W2lx132 92 2413 5690 6228 10178 WSx31 0.66 032 0270 0.396 NR W12x106 92 2413 5690 6198 10129 W2lx44 0.67 0.132 0268 0393 NIR W N173 92 2413 5690 6198 10129 W16x40 0.68 0.132 0.266 0,390 11 E W18x119 91 2413 5690 6169 10081 W18x40 0.68 0.132 0.266 0.390 Al i" W24446 91 2413 5690 6139 10033 W8x28 0.68 0.132 0266 0.390 a W27x161 91 2413 5690 6139 10033 W6x25 0.69 0.132 0264 0387 NR W14xl32 87 2413 NR 5969 9755 Wi0x30 0.70 0.132 0.262 0.384 NT W36xl82 87 2413 NR 5%9 9755 W22x35 0.70 0,132 0.262 0.384 NR W33x201 85 2413 NR 5861 9579 MUM 0.70 0.132 0.262 0.384 NR W2 X147 84 2413 NR 5809 9493 W12x40 0.74 0.132 0.254 0.372 W30x191 84 2413 NR 5809 9493 WSx35 014 0.132 0.254 0.372 NR ; W10x100 82 2413 NR 5731 9367 W14x43 0.75 0.132 0.253 0.370 Av - W14xl45 82 2413 NR 5731 9367 W24x55 0,75 0.132 0.253 0.370 hR W24x162 82 2413 NR 5731 9367 W16x45 0.76 0.132 0.251 0.367 IrR W27xi78 82 2413 NR 5731 9367 W21x50 0.76 0.132 0.251 8367 W36494 82 2413 NR 5731 9367 WIBx50 0,77 0.132 0.249 0.364 ht W12020 82 2413 NR 5706 9325 W1Ox39 0.78 0.132 0.247 0.362 NR..}. W36x230 78 2413 NR 5535 9046 W18x46 0.78 0.132 0.247 0.362 NR -" W33x221 78 2413 NR 5512 9007 Wl2x45 0.82 0.129 0.240 0.352 4 W30x211 76 2413 NR 5419 8857 WAA8 0.83 0.128 0.239 0.349 SR W36x210 76 2413 NR 5419 8857 W24x68 0.83 0.128 0.239 0.349 A W14xi59 76 2413 NR 4420 8820 W1Ox49 0.84 0.095 0124 0.347 W10412 74 2413 NR 4470 8820 W16x50 0.84 0.095 0.224 0.347 'SR," W36x245 74 2413 NR 4420 8820 0,84 0.095 0.224 0.347 W12x136 73 2413 NR 4420 8820 MAO (1.84 0.095 0.224 0.347 u W33x241 71 2413 NR 4420 8520 W12x53 0.85 0.095 0.224 0,345 0361 � W36x260 70 2413 NR 4420 8820 W16x55 085 0.095 0.224 0.345 0;k1 W12x152 66 W1 69 2413 NR 4420 8820 W21x57 0.85 0.095 0.224 0.345 4 '; 2413 NR 44M 8820 W21x62 0.85 0.095 0 0345 W36x280 65 2413 NR 4420 88?0 W10x45 0,89 0.095 0 0.336 QSkI •'' W14x193 63 2413 NR 4420 88721 W12x50 0.91 0.095 0.224 0.331 Di W36x300 61 2413 NR 4420 8820 W14x53 0,91 0.095 0224 0.331 W12x170 59 2413 NR 4420 8820 W10x54 0,92 0.095 0124 0.329 0,9 W14x21i 58 2413 NR 4420 8820 W12x65 0.92 0.095 0124 0.329 Q_:W W14x61 0,92 0.095 0.224 0.329 Qa1d LOOK FOR THE UL MARK ON PRODUCT 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 ds 50 FIRE RESIS TANCE RATINGS - ANSUUL 263 (BXUV) NR = No Rating 1 Hour 1 -1/2 Hour 2 Hour 3 Hour Steel Rating Rating Rating Rating * 16179 h in 11daw Mm Thkns N in Thlms hlin 11dms Size W/D 00 CUL) (in.) (in.) W18x60 0.92 0.095 0.224 0.329 0.538 W21x68 0.92 0.095 0224 0.329 0538 W27x84 0.92 0.095 0224 0.329 0.538 W12x58 0.93 0.095 0224 0.327 0.534 W16x67 093 0A95 0.224 0.327 0.534 W2406 0.93 01095 0.224 0327 0.534 W16x57 0.95 0A95 0224 0323 0.528 W18x76 0.% 0.095 0.224 0321 0524 W18x65 0.99 0.095 0.224 0315 0.515 W2103 0.99 0.095 0.224 0315 0.515 W30x99 1.00 0095 0.224 0313 0511 WSX48 1.00 0.095 0.224 0313 0.511 W10x60 1.02 0.095 0.224 0309 0505 W12x72 1.02 0.095 0.224 0309 0505 W24x84 1.02 0.095 0.224 0.309 0.515 W27x94 1.02 0.095 0.224 0309 0.505 Wl4x68 1.03 0.095 0.224 0307 0.502 W16x77 1.06 0.095 0.224 0302 0.493 W14x% 1.07 0.095 0.224 0.300 0.490 W24404 1.07 0.095 0.224 0300 0.490 W18x71 1.08 0.095 0.224 0298 0.488 W18x86 1.08 0.095 0224 0.298 0.488 MUM 1.08 0.095 0.224 0.298 0.488 W30408 1.09 0.095 0.224 0297 0.485 W12x79 1.11 0.095 0.224 0.293 0.479 W14x74 1.11 0.095 0.224 ` 0.293 0.479 W27x102 1.11 OM5 0224 0.293 0.479 W21401 1.12 0.095 0.224 0.291 0.476 W21x83 1.12 0.095 0.224 0291 0.476 W24x94 1.13 0.095 0224 0.290 0.474 WlOx68 1.14 0.095 0.224 0288 0.471 W30x116 1.16 0.095 0.224 0285 0.466 W36435 1.16 0.095 0224 0285 0.466 W14x99 1.17 0.095 0.224 0283 0.463 W33430 1.18 0.095 0.224 0282 0.461 W8x58 1.19 0.095 0,224 0280 OA58 W24x117 120 0.095 0.224 0.279 0.456 W18x97 121 0.095 0.224 0.277 OA53 W12x87 122 0.095 0.224 0.276 0.451 W14x82 1.22 0.095 0.224 0.276 0.451 W16x89 1.22 0.095 0.224 0.276 0.451 W21411 1.23 0.095 0.224 0.274 0.448 W27xl14 1.23 0.095 0.224 0.274 0.448 W21x93 124 0.095 0.224 0273 0.446 W30X124 124 0.095 0.224 0273 0.446 WlOx77 128 0.095 0.224 0267 0.436 W14x109 128 0.095 0.224 0.267 0.436 MUM 1.28 0.095 0.224 0.267 0.436 W36x150 128 0.095 0.224 0267 0.436 W30xl32 131 0.095 0.224 0263 0.430 W18x106 132 0.095 0.224 0.262 0.427 W24x131 1.33 0.095 0.224 02W 0.425 W1206 134 0.095 0.224 0259 0.423 W21x122 134 0.095 0.224 0259 0.423 W27446 135 0.095 0224 0258 0.421 W16xl00 1.36 0.095 0.724 0.256 0.419 W36xl60 1.36 0.095 0.224 02% 0.419 W8x67 136 0.095 0.224 0256 0.419 W33xl52 1.37 0.095 0.224 0.255 0.417 W14020 1.40 0.095 0.224 0.251 0.411 W36x170 1.44 0.095 0.224 0.246 0.403 W100 1.45 0.095 0.224 0.245 0.401 W21x132 1.45 0.095 0224 0.245 0.401 972x106 1.46 0.095 0.224 0244 0399 W30x173 1.46 0.095 0224 0.244 0.399 W18x119 1.47 0.095 0.224 0.243 0397 W24xl46 1.48 0.095 0.224 0242 0395 ;77x161 1.48 0.095 0224 0.242 0.395 W14132 1.54 0.095 0.224 0.235 0384 W36482 154 0.095 024 0235 0384 W33x201 158 0.095 0.224 0231 0.377 W21447 1.60 0.095 0.224 0.229 0374 W3(sC191 1.60 01095 0.224 0229 0374 W10400 1.63 0.095 0.224 0.726 0.369 W14xl45 1.63 0.095 0.224 0.226 0369 W24462 1.63 0.095 0.224 0.226 0.369 W27xl78 1.63 0.095 0224 0.226 0369 W36z194 1.63 0.095 0.224 0.226 0369 W14120 1.64 0.095 0.224 0.225 0367 1936x230 1.71 0.095 0,218 0218 03% ;33x221 1.72 0.095 0.217 0.217 0355 P30x2ll 1.76 0.095 0213 0.213 0349 W3w10 1.76 0.095 0.213 0.213 0349 ;14x159 1.77 0.095 0.174 0.174 0347 NR = No Rating 1 Hour 1 -M Hour 2 Hou 3 Hour Steel Rating Rating r Rating FIRE RESISTANCE RA f JAGS.'- ANM M6 IBXUV) * 16179 MuL Thkns .• ... l li�o.r • 1 -7/2 Hoar 2 Hour . , 3 Hour. Steel Hp/A •({rift• • gating Rating ..8o1lttk• (in(cron) W6x16 M%V" MinThkas••MinThkns 'MinThkns Size W/D • (in.) • (in.)' .... tin.) .. ")• W10xl12 1.81 If.ml • 0.174 0.174 7� • W36x245 182 ,pgps .. ' 0.174 • • •Q 174 � W12x136 1.84 O.M ' 0.171, , • 0,174 • oW4P • W33x241 1.88. o ftf 0 0.174 0.174 03e W36)260 1.92 9W "• • 0.174 • 0.174 03470 W14476 1.95 10.09? 0 0.174 .. •.0.174 ' 10SV W12452 2.04 0A95 0.174 J174 • , 0.347 • W36x280 2.06 1 0.095 o 0.174 0.174 • demo • W14x193 2.12 b • , 0.174• 01 0.174 ' 0.347 W36x390 2.19 0.095 . 0170 , � , j)74 0.347 W12x170 226 0.095 0.174 0.174 0347 W14x211 230 0.095 0.174 0.174 0.347 W12x190 2.49 0.095 0.174 0.174 0347 W14x233 252 0.095 0.174 0.174 0.347 NR = No Rating LOOK FOR THE UL MARK ON PRODUCT 1 Hour 1 -M Hour 2 Hou 3 Hour Steel Rating Rating r Rating Rating MuL Thkns Min Thkm Min Thkas MuL Thkas Size . Hp/A (micron) (micron) (micron) (in(cron) W6x16 231 3353 7317 10715 NR W8x24: 227 3353 7257 10627 NR W1046 220 3353 7139 10455 NR W14x34 213 3353 7026 10289 NR W10x33 203 3353 6862 10049 NR W8x31 203 3353 6862 10049 NR W21x44 200 3353 6809 9972 NR W16x40 197 3353 6757 9895 NR W18x40 197 3353 6757 9895 NR W8x28 197 3353 6757 9895 NR W6x25 194 3353 6706 9820 NR W1Ox3O 191 3353 6655 9746 NR W12x35 191 3353 6655 9746 NR W14x38 191 3353 6655 9746 NR WM40 181 3353 6461 9461 NR WBx35 181 3353 6461 9461 NR W14x43 179 3353 6414 9392 NR W24x55 179 3353 6414 9392 NR W16x45 176 3353 6368 9325 NR W21x50 176 3353 6368 9325 NR W18x50 174 3353 6322 9258 NR WlOx39 172 3353 6277 9192 NR W18x46 172 3362 6277 9192 NR W12x45 163 3269 6104 8936 NR W14x48 161 3247 6062 8877 NR W24x6B 161 3247 6062 8877 NR W10x49 160 2413 5690 8817 NR W16x50 160 2413 5690 8817 NR W24x62 160 2413 5690 8817 NR W8x40 160 2413 5690 8817 14408 W12x53 158 2413 5690 8757 14311 W18x55 158 2413 5690 8757 14311 W21x57 158 2413 5690 8757 14311 W21x62 158 2413 5690 8757 14311 W10x45 151 2413 5690 8526 13934 W12x5O 147 2413 5690 8415 13752 W14x53 147 2413 5690 8415 13752 WlOx54 146 2413 5690 8361 13664 W12x65 146 2413 5690 8361 13664 W14x61 146 2413 5690 8361 13664 W18x60 146 2413 5690 8361 13664 W21x68 146 2413 5690 8361 13664 W27x84 146 2413 5690 8361 13664 Wl2x58 144 2413 5690 8307 13576 W16x67 144 2413 5690 8307 13576 W24x76 144 2413 5690 8307 13576 W16x57 141 2413 5690 8202 13404 W18x76 140 2413 5690 8150 13319 W18x65 135 2413 5690 7999 13072 W21x73 135 2413 5690 7999 13072 W3Ox99 134 2413 5690 7950 12992 W8x48 134 2413 5690 7950 12992 W1Ox60 331 2413 5690 7853 12834 W1202 131 2413 5690 7853 12834 W24x84 131 2413 5690 7853 12834 W27x94 131 2413 5690 7853 12834 MUM 130 2413 5690 7806 12757 W16x77 126 2413 5690 7667 12530 W14x90 125 2413 5690 7622 12456 W24404 125 2413 5690 7622 12456 Wi8x71 124 2413 5690 7577 12383 W18x86 124 2413 5690 7577 12383 W33x118 124 2413 5690 7577 12383 W30x108 123 2413 5690 7533 12311 LOOK FOR THE UL MARK ON PRODUCT - 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 . . 0000 0600•• ` • 1180 FIRE RESISTANCE RATINGS • ANSI/UL 263.(BXUV) FIRE RESISTANCE NATINGj ;,&VW2 (BXU% 0.000• • 1 Hour 1 -112 Hoar 2 Hou 3 Hoar 7 �� 6 • Steel Rating Rating r Rating Raring • �Zttil$1t 'NO. X665 • • • • • Min. Thins Mm. Thims Min. Thkns Min. Thkns Ratings -). l� �t and 2 Hiic•(8ae Items 1E & 2) Size Hp/A (micron) (micron) (micron) (micron) 6 0 6 • • • • • W12x79 121 2413 5690 7447 12170' • MUM 121 2413 5690 7447 12170 • 000 • W27x102 121 2413 5690 7447 12170 • • • • • • • • • • • • W21401 120 2413 5690 7404 12100 • • W21x83 120 2413 5690 7404 12100. • • • • • • 0 0 • • � W24x94 119 2413 5690 7362 12031 • • • • 0006. W1Ox68 118 2413 5690 7320 11%3 2 0 • • W30x116 116 2413 5690 7238 11829 • . • • • • W36x135 116 2413 5690 7238 11829 6 W14x99 115 2413 5690 7198 11763`' W33x130 114 2413 5690 7158 - 11698' W8x58 113 2413 5690 7119 11634 W24x117 112 2413 5690 7080 11570 W18x97 111 2413 5690 7041 11507 W12x87 110 2413 5690 7003 11445 W14x82 110 2413 5690 7003 11445 W16x89 110 2413 5690 7003 11445 3 W21411 109. 2413 5690 6966 11383 W27xll4 109 2413 5690 6966 11353 ' W2103 108 2413 5690 6928 11322 1. Steel Column- Wide flange steel columns with the minimum sizes W30Xi24 108- 2413 5690 6928 11322 shown in the tables below. Columns shall be free of dirt, loose scale WlOx77 105 2413 5690 6783 11085 and oil. W14x109 105 2413 5690 6783 11085 2,'' Primer - For 1 Hr. Ratings, column shall be primed with an alkyd, W33x141 105 2413 5690 6783 1105 poxy or waterbased epoxy primer. For 1 -1/2 and 2 Hr. Ratings, col W36xl50 105 2413 5690 6783 11085 W3Oxl32 102 2413 5690 6678 10913 umn shall be primed with an epoxy or waterbased epoxy primer at a W18x106 102 2413 5690 6644 10857 0.002 in. dry film thickness. W24x131 101 2413 5690 6610 1002 3. Mastic Coating* - Coating spray, brush or trowel applied directly W12x% 100 2413 5690 6576 10747 from containers to desired thickness. See table below for appropriate' W21x122 100 2413 5690 6576 10747 •final dry thickness. Thickness shown includes primer thickness. W27x146 99 2413 5690 6543 10693 Thickness 60 W16x100 99 2413 5690 6510 10639' ' W36x160 99 2413 5690 6510 10639 Sim WID Hp/A 1 HR 1 -1/2 HR 212, W8x67 99 2413 5690 6510 10639 W8x40 0.84 159 OW8 0.090 NR W33452 98 2413 5690 6477 10586 WlOx49 0.84 159 0.078 0.090 NR W14xl20 % 2413 5690 6382 10429 W16x50 0.84 159 0.078 0.090 NR W36x170 93 2413 5690 6258 10227, W24x62, 0.84 159 0.078 0.090 Ntt W10x88 92 2413 5690 6228 10178' W72x53 0.85 158 0.078 0.090 NR MUM 92 2413 5690 6228 10178 W18x55 0.85, 158 0.078 0.090 NR W12x106 92 2413 5690 6198 10129:` W21x57 0.85, 158 0.078 0.090 NR MUM 92 2413 5690 6198 10129 W21x62 j 0.85, 158 0.078 0.090 NR' W18x119 91 2413 5690 6169 1001 W10x45 0.89 151 0.078 0.0990 NR W24x146 91 2413 5690 6139 10033 W12r 0.91 147 0.078 0.090 NR W27x161 91 2413 5690 6139 10033 W14x53. 0.91 147 0.078 0.090 NR' W14xl32 87 2413 5690 5969 9755 W10x54 0.92 146 0.078 0.090 NR W36x182 87 2413 5690 5969 9755 W12x65 6.92 146 0.078 0.090 NR ) ' MUM 85 2413 5690 5861 9579. + W14x61 0.92 146 0.078 0.090 NR ' W21x147 84 2413 5690 5809 9493 W18x60; 0.92 146 0.078 0.090 NR' )' W30x191 84 2413 5690 5809 9493 W2lx68 0.92 146 0.078 0.090 NR' W10)(100 82 2413 5690 5731 9367 W27x84 0.92 146 0.078 0.090 NR W14x145 82 2413 5690 5731 9367 W12x58, 0.93 144 0.078 0.090 NR W24462 82, 2413 5690 5731 9367. MUM 0.93 144 0.078 0.090 NR a W27x178 82 2413 5690 5731 9367: W24x76• 0.93 144 0.078 0.090 NR W36x194 82 2413 5690 5731 9367 W16x57, 0.95 141 0.078 0.090 NR W12x120 82 2413 5690 5706 9325 W18x76 0.96 140 0.078 0.090 NR W36x230 78 2413 5535 5535 9046 W18x65 6 .99 135 0.078 0.090 NR MUM 78 2413 5512 5512 9001 W21x73 0.99 135 0.078 0.090 NR W UNI 76 2413 5419 5419 8857 W8x48, 1.00 134 0.078 0.090 NR W36x210 76 2413 5419 5419 8857 W30x99. 1.00 134 0.078 0.090 NR W14x159 76 2413 4420 4420 8820 W10x60 1 131 0.078 0.090 NR 1. W10x112 74 2413 4420 4420 8820 W12x72 02 131 0.078 0.090 NR' W36x245 74 2413 4420 4420 8820 UM I.02 1N 131 0.078 0.090 NR W12x136 73 2413 4420 4420 8820 :: W27x94 1.02 131 0.078 0.090 NR W33x241 71 2413 4420 4420 8820 W14x68 1.03 130 0.078 0.090 NR W36x260 70 2413 4420 4420 8820 " W16x77, 1.06 126 0.078 0.090 NR W14xl76 69 2413 4420 4420 8820 W14x90 1.07 125 0.078 0.090 NR W12x152 66 2413 4420 4420 8820= W24x104 1.07 125 0.078 0.090 NR W36x280 65 2413 4420 4420 8820 W18x71 1.0 124 0.078 0.090 NR W14x193 63 2413 4420 4420 8820 W18x86 1.0 124 0.078 0.090 NR W36x3O0 61 2413 4420 4420 8820 W33xl18 1.0 124 0.078 0.090 NR W12x170 59 2413 4420 4420 8820 " W30408 1.09 123 0.078 0.090 NR W14x211 58 2413 4420 4120 8820 W1209, 1.11 121 0278 0.090 NR W12xl90 54 2413 4420 4420 8820 " W14x74 1.11 121 0.078 0.090 NR W14x233 53 2413 4420 4420 8820 W27x102 1.11 121 0.078 0.090 NR W21x83 1.12 120 0.078 0.090 NR NR = No Rahn W21x101 1.12 120 0.078 0.090 NR $ W24x94 1.13 119 0.078 0.090 NR INTERNATIONAL PAINT LTD - Type Interchar 212. Investi W10x68 1.14 118 0.078 0.090 NR gated for Conditioned Interior Space Purpose, Interior General W30x116 1.16 115 0.078 0.090 NR Purpose and Exterior Use. W36x135 1.16 115 0.078 0.090 NR Bearing the UL Classification Mark W14x99, 1.17 115 0.078 0.090 NR W33x130 1.18 114 0.078 0.090 NR W8x58 1.19 113 0.078 0.090 NR W24x117 1.20 112 0.078 0.090 NR W18x97 1.21 111 0.078 0.090 NR LOOK FOR THE UL MARK -ON PRODUCT i ECEIVED • • • ••• a?• MIAMaD�ADE E "EC r + •• �rlr y i • +. �!� • � ' s •��• • • • • • • • • MIAMI -DADE COUNTY, FLORIDA „„ �', • • • • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE Q�IQ,T JBCCQl • • • • ' • • • • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6334 NOTICE OF ACCEPTANX�E(NVJA T www•miamidade.EOV/buldingcode • Prodex •• ••• •• 3304060 Mall International Alajuela, Costa Rica SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Prodex Reflective Insulation. APPROVAL DOCUMENT: Drawing No.D- 1147020220 -1, Sheet 1 of 1, titled "Prodex Reflective Insulation, Double Furring Strip Application', dated 12/28/01, with no revision, prepared, signed and sealed by David W. Yarbrough, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0717.07 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. rt�ahrFUanE urrr NOA No: 07- 1205.01 �� Expiration Date: December 5, 2012 Approval Date: February 7, 2008 ��! /� Page 1 . ... ... .. .. . . . .. .. . . . . . . . . . . . Prodex • • • • • • • . . ... NOTICE OF "NCE SUBMITTED . . . . . . A. DRAWINGS 1. Drawing No.D- 11470202241, $heat. 1 of j. title "PRODEX REFLECTIVE INSULATION, DOUBLE FURRIINC SIN& A VI.1C:kTJ DN,"0dated 12/28/01, with no revision, prepared, signed and sealed by Ida vid� )";44, P.E. (Evidence Submitted under NOA W 010Xl1 0) B. TESTS Laboratory Test Date Signature 1. Omega 15498 - 109773 ASTM D1929 10/31/01 J. W. Dougherty, PE. 2. RDS01009 ASTM D3310 12/11/01 D. W. Yarbrough, PE. 3. RDS01007 ASTM C 1224 12/11/01 D. W. Yarbrough, PE. 4. RD No number ASTM E -96 10/24/01 D. W. Yarbrough, PE. 5. RDS01008 ASTM C -1224 12/11/01 D. W. Yarbrough, PE. 6. Omega 15498- 109357 ASTM E -84 08/28/01 J. W. Dougherty, PE. 7. RD No number ASTM C -1338 09/17/01 D. W. Yarbrough, PE. 8. RDS01005 ASTM C 1371 12/11/01 D. W. Yarborough, PE (Evidence Submitted under NOA # 02 7) C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Code compliance letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 2. No- Financial Interest letter issued by R & D Services on 05/15/02, signed and - sealed by D. W. Yarbrough, PE. 3. Distributor Agreement prepared by Sergio Luconi from Productos de Espuma. S.A. and Elmer L. Cook from Energy Conservation Distributors, Inc. and properly notarized. (Evidence Submitted under NOA # 02- 0717.07) G. OTHER 1. No change letter issued by Prodex, dated 11/30/07, signed by Ser ' Luconi. 4 -, � l i� Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 1205.01 Expiration Date: December 5, 2012 Approval Date: February 7, 2008 E -1 I i 4 3 1 PRODEX REFLECTIVE INSULATION DESCR IPTION TION D ATYPICAL INSTALLATIO C AVITIES, CRAWL SPACE �LICATIONS AND INTE SEMENT USE ON PRODEX D CONSISTS OF POLYETHYLENE C9MM THICK) FOAM CORE WITH FOIL ON BOTH SIDES. NOMINAL V X 2' INSULATION PROPERTIES FURRING STRIPS PRODEX DESCRIPTION TEST RESULTS UNITS REFLECTIVE EMITTANCE ASTM —C1371 0.09 AT 70* INSULATION - Kff _ . .. DOWN 10.7 FT2'F &7 BTU . .. .... - - -- 19YE62MB IN •••. .0 ,,, __�_� C • OR DEL AMINATION • • .. OR DELAMINATIO .... .. ADHESIVE ASTM -1133141 m - - ----- i • • • i �"� THERMAL PERFORMANCE ASTM —C976 8.1 HF'F • ,.�. • i•. ,.:, ' FOAM CORE PROPERTIES , • • • • • • B DESCRIPTION TEST RESULTS UNITS B FLASH IGNITION ASTM D1929 788'F -- — _n'''` ``'' ' ^• "' " ` "u':n: i�t SPONTANEOUS IGNITION ASTM D1929 789 -F tits 1 Z. DS INTERIOR FINISH Mina, t' m3wayi�aa 5/16' STAPLES PR13DEX ON 2' SPACING A V. TAR COSTA RICA FEAT TRAND M A PRODEX REF ECTIVE INSULATION A BLOCK WALL APPLICATION USING FZ U-E URR G STRIP APPLICATION DOUBLE FURRING STRIPS +¢ ° v^�" 4 " WO 1 71147020220 -1 1 MNE awl IF 1 4 3 2 1 • ... ... .. .. . . . .. .. . • : : MATCRIi L$ArETT DATA SHEET SECTION 1 -PRODUCT AND CO V PAN 1NPORMATION • : WALATION: • • . . • yap r and /or spray mist may be harmful if inhaled. May cause irritation 0% "' ' • • • • and /or allergic respiratory reaction in lungs. Vapor irritates eyes, nose, PPG Industries, Inc. and throat. One PPG Place INGESTION: Pittsburgh, PA 15572. • • .. • . • •►+Fay be harmful if swallowed. 0 • : • • • ; ; • SIGNS & SYMPTOMS OF OVEREXPOSURE: EMERGENCY PHONE NUMBERS (412) 434.45A5 ;U1.)• • Repeated exposure to high vapor concentrations may cause irritation of 64 • (24 hours/day): ' •' • ' "' 0. damage. watering, headaches, nausea, dizziness and system of (514) 645 -1320 ( (Canada) 01- 800 -00- 21-400 (Mexico) coordination are indications that solvent levels are too high. Intentional 0532. 83889090 (China) misuse by deliberately concentrating and inhaling the contents can be PRODUCT SAFETYIMSDS INFORMATION: (412) 492 -5555 7:00 a.m. harmful or fatal. Dryness, itching, cracking, burning, redness, and - 4:30 p.m. EST swelling are conditions associated with excessive skin contact. Product ID: AT45HS- B(0882 -F1) PRODUCT NAME: AMERCOAT 450HS CURE MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Do not use if SYNONYMS: None you have chronic (long -term) lung or breathing problems, or if you have ISSUE DATE: 01/11/2007 ever had a reaction to isocyanates. EDITION NO.: 1 CHRONIC OVEREXPOSURE EFFECTS CHEMICAL ISOCYANATE Avoid long -term and repeated contact. FAMILY: Repeated exposure to vapors above recommended exposure limits (see EMERGENCY OVERVIEW: Section 8) may cause irritation of the respiratory system and permanent Flammable. Keep away from heat, sparks, flames, and other sources of brain and nervous system damage. Intentional misuse by deliberately ignition. Do not smoke. Extinguish all flames and pilot lights. Turn off concentrating and inhaling the contents can be harmful or fatal. stoves, heaters, electrical motors, and other sources of ignition during Prolonged inhalation of an ingredient(s) in this product may cause lung use and until all vaporslodors are gone.CAUSES SEVERE EYE sensitivity leading to pneumonifis. This product contains isocyanates. IRRITATION. MAY CAUSE MODERATE SKIN IRRITATION. MAY BE Inhalation may cause a burning sensation of the nose, throat and lungs. ABSORBED THROUGH THE SKIN. PROLONGED OR REPEATED Allergic respiratory reactions to these materials are characterized by CONTACT MAY CAUSE AN ALLERGIC SKIN REACTION.VAPOR asthma -like symptoms such as chest tightness, wheezing, shortness of AND /OR SPRAY MIST MAY BE HARMFUL IF INHALED. MAY CAUSE breath and coughing. These symptoms may follow repeated exposure or IRRITATION AND /OR ALLERGIC RESPIRATORY REACTION IN a single massive exposure and may be delayed. An ingredient in this LUNGS. VAPOR IRRITATES EYES, NOSE, AND THROAT.MAY BE product has caused fetal toxicity in experimental animals. The HARMFUL IF SWALLOWED. STABLE - HAZARDOUS REACTIONS significance of these findings for humans is unknown. POSSIBLE AT EXTREMELY HIGH TEMPERATURES /PRESSURES. The effects of long -term, low level exposures to this product have not been determined. Safe handling of this material on a long -term basis should emphasize the prevention of all contact with this material to avoid SECTION 2 - COMPOSITION INFORMATION any effects from repetitive acute exposures. See Section 11, of this The following ingredient(s) marked with an "x" are considered MSDS for n detailed list of chronic health effects information available on hazardous under applicable U.S. OSHA and /or Canadian WHMIS individual ingredients in this product. regulations. If no ingredients are listed, then there are no U.S. OSHA and /or Canadian WHMIS hazardous ingredients in this product SECTION 4 - FIRST AID MEASURES Materiali Percent Hazardous If ingestion, irritation, any type of overexposure or symptoms of CAS Number overexposure occur during or persists after use of this product, contact a HEXANE- 1,6- DI- ISOCYANATE 40-70 x POISON CONTROL CENTER, EMERGENCY ROOM OR PHYSICIAN POLYMER immediately; have Material Safety Data Sheet information available. 28182 -81 -2 EYE CONTACT: N -BUTYL ACETATE 40-70 x 123 -86-4 Remove contact lens and pour a gentle stream of warm water through the HEXAMETHYLENE -DI- 0.1 -1.0 X affected eye for at least 15 minutes. If irritation persists, contact a poison ISOCYANATE control center, emergency room, or physician as further treatment may be 822 -06-0 necessary. (As Diisocyanates) x See Sections 8 SKIN CONTACT: 822 -06-0 and 15 for Run a gentle stream of water over the affected area for 15 minutes. A information. mild soap may be used if available. If any symptoms persist, contact a poison control center, emergency room, or physician as further treatment SECTION 3 - HAZARDS IDENTIFICATION may be necessary. ACUTE OVEREXPOSURE EFFECTS INHALATION: Remove from area to fresh air. If symptomatic, contact a poison control EYE CONTACT: center, emergency room or physician for treatment information. Causes severe eye irritation. Redness, itching, burning sensation and INGESTION: visual disturbances may indicate excessive eye contact. Gently wipe or rinse the inside of the mouth with water. Sips of water SKIN CONTACT: may be given. Never give anything by mouth to an unconscious person. May cause moderate skin irritation. Dryness, itching, cracking, burning, Contact a poison control center, emergency room or physician right away redness, and swelling are conditions associated with excessive skin as further treatment may be necessary. contact. SKIN ABSORPTION: SECTION 5 - FIRE FIGHTING MEASURES May be absorbed through the skin. Prolonged or repeated contact may FLAMMABLE PROPERTIES cause an allergic skin reaction. FLASHPOINT: 92 Degrees F ( 33 Degrees C) Page 1 of 4 • • • • • • • • • • • • • • • • • • In , Inc. • ; • •One VPGOPIace Prt AA 15272 Product ID: AT45HS -B (0882 -F1) • PRODUCT NAME: AMERCOAT 450HS CURE •• • • • • • • • • • FLASHPOINT TEST METHOD: • • ' •' . $K�jV /GLOVES: Pensky- Martens Closed Cup • : : 0 ; • • • • • • Weer protective clothing sufficient to cover exposed skin surface For UEL: Not Available. applications where skin contact is likely and impermeable clothing is LEL: 1.7 necessary, select clothing constructed of butyl rubber. No specific AUTOIGNITION TEMPERATURE: • • permeation/degradation testing have been done on protective clothing for Not Available. • • . • . • . . . this product. Recommendations for skin protection are based on EXTINGUISHING MEDIA: ' "' ' • • • • • • infrequent contact with this product. For frequent contact or total Use National Fire Protection Association (NFPA) lass 9 entin�uishecs immersion, contact a manufacturer of protective clothing for appropriate (carbon dioxide, dry chemical, or universal aqueous Am fdrminD fdanf)" ' • chemical impervious equipment. The decision whether to clean or discard designed to extinguish NFPA Class IC flammable liquid fires. Water spray contaminated clothing should be based on the chemicals contaminating may be ineffective. Water spray may be used to cool closed containers them. Some chemicals can cause skin irritation, sensitization or other to prevent pressure build -up and possible autoignition or explosion when health effects if the cleaning process does not remove all traces of them. exposed to extreme heat. Consult a safety professional to determine whether clothing contaminated PROTECTION OF FIREFIGHTERS: with this product can be safely cleaned and reused. Fire - fighters should wear self - contained breathing apparatus and full RESPIRATOR: protective clothing. Where vapors or overspray are present, use a NIOSH approved, positive - UNUSUAL FIRE AND EXPLOSION HAZARDS: pressure, air- supplied respirator for the entire time of spraying and until Keep this product away from heat, sparks, flame, and other sources of all vapors and mists are gone. Follow the respirator manufacturer's ignition (i.e., pilot lights, electric motors, static electricity). Invisible vapors directions for respirator use. Provide general dilution or local exhaust can travel to a source of ignition and flash back. Do not smoke while ventilation in volume and pattern to keep the concentration of ingredients using this product. Keep containers tightly closed when not in use. Closed listed in Section 2 below the lowest suggested exposure limits, the LEL containers may explode when overheated. Do not apply to hot surfaces. below the stated limit, and to remove decomposition products during Toxic gases may form when this product comes in contact with extreme welding or flame cutting. heat. May produce hazardous decomposition products when exposed to GENERAL HYGIENE - ESTABLISHED EXPOSURE LIMITS extreme heat. Extreme heat includes, but is not limited to, flame cutting, If Threshold Limit Values (TLVs) have been established by ACGIH, brazing, and welding. OSHA, Ontario or PPG, they will be listed below. These limits are intended for use in the practice of industrial hygiene as guidelines or SECTION 6 - ACCIDENTAL RELEASE MEASURE recommendations in the control of potential workplace health hazards. STEPS TO BE TAKEN IF MATERIAL IS RELEASED OR SPILLED: These limits are not a relative index of toxicity and should not be used by Provide maximum ventilation. Only personnel equipped with proper anyone without industrial hygiene training. respiratory, skin, and eye protection should be permitted in the area. Remove all sources of ignition. Take up spilled material with sand, Material/ Percent ACGIH TLV AC IH OSHA PEL OSHA vermiculite, or other noncombustible absorbent material and place in CAS Number STEL STEL dean, empty Containers for disposal. Only the spilled material and the -BUTYL ACETATE 40-70 150 PPM 200 ppm 150 ppm 200 ppm absorbant should be placed in this container. 123 - 4 EXAMETHYLENE 0.1 -1.0 0.005 ppm Not Not Not DI- ISOCYANATE established established established SECTION 7 - HANDLING AND STORAGE 822 -06-0 PRECAUTIONS TO BE TAKEN DURING HANDLING AND STORAGE: Vapors may collect in low areas. If this material is part of a multiple Material/ Percent Ontario Ontario PPG IPEL P L component system, read the Material Safety Data Sheet(s) for the other CAS Number TWA STE component or components before blending as the resulting mixture may HEXANE- 1,6 -Di- 40-70 Not Not 0.5 mg /m' 1 mg/m have the hazards of all of its parts. Containers should be grounded when ISOCYANATE established established pouring. Avoid free fall of liquids in excess of a few inches. POLYMER STORAGE: 28182 -81 -2 Do not store above 120 degrees F.(48 degrees C.). Store large quantities -BUTYL ACETATE 40-70 150 ppm 200 ppm Not Not in buildings designed and protected for storage of NFPA Class IC 123 - 86 - 4 established established flammable liquids. EXAMETHYLENE 0.1 -1.0 C- 0.02 Not Not Not DI- ISOCYANATE PPM established established established SECTION 8 - EXPOSURE CONTROLS & PERSONAL PROTECTION 822 - 06 - 0 ENGINEERING CONTROLS: Provide general dilution or local exhaust ventilation in volume and pattern Key: ACGIH = American Conference of Governmental Industrial to keep the concentration of ingredients listed in Section 8 below the Hygienists; OSHA = Occupational Safety and Health Administration; lowest suggested exposure limits, the LEL below the stated limit, and to TLV= Threshold Limit Value; TWA Weighted Average; remove decomposition products during welding or flame cutting. PEL= Permissible Exposure Limit (1989 Vacated values); IPEL =Internal Permissible Exposure Limit; Ceiling =TLV or PEL Ceiling Limit; STEL =TLV PERSONAL PROTECTIVE EQUIPMENT or PEL Short-Term Exposure Limit; Skin= Skin Absorption Designation. [C- Ceiling Limit; S- Potential Skin Absorption; R- Respirable Dust] EYES: Additional Information Not applicable. Wear Chemical -type splash goggles and full face shield when possibility exists for eye contact due to splashing or spraying liquid, airborne SECTION 9 - PHYSICAL &CHEMICAL PROPERTIES particles, or vapors. (FORMULA VALUES, NOT SALES SPECIFICATIONS) SPECIFIC GRAVITY: 1.010 PHYSICAL STATE: Liquid Percent Solids: 54.47 Percent Volatile by Volume: 52.230 pH: Not available. ODOR THRESHOLD: Not available. Page 2 of 4 • • • • • • Indus 'es, Inc. • �. ; ; ; One.VPG•Place Pittsburgh R 15272 Product ID: AT45HS -B (0882 -F1) PRODUCT NAME: AMERCOAT 450HS CURE Vapour Pressure: 7.8 mmH • • • : • • ' ; ; eRptolysis: No information available. ODOR/APPEARANCE: VISSU li yid with fil qdo} • • • • • - characteristic of the solvents listed in* FSECTION 13 - DISPOSAL CONSIDERATIONS Section 2. Provide maximum ventilation, only personnel equipped with proper VAPOR DENSITY: HEAVIERTFIAIJ AIR. • • • � • • jespiratory and skin and eye protection should be permitted in the area. Evaporation Rate: 100 • • • • • • • • • Take up spilled material with sawdust, vermiculite, or other absorbent BOILING POINT OR RANGE: 255- 2629egM F; ; ; .' ; • • material and place in containers for disposal. Freezing Point or Range: Not A ita • • � * 0 ; ; • • • „'Waste material must be disposed of in accordance with federal, state, Melting Point or Range( °C): Not Applicab e. provincial and local environmental control regulations. Empty containers Partition coefficient (n- Not Applicable. should be recycled by an appropriately licensed reconditioner /salvager or octanoUwater): disposed of through a permitted waste management facility. Additional WEIGHT PER GALLON: 8.42 (U.S,) / 10.1 (IMPERIAL) disposal information is contained on the Environmental Data Sheet for this product, which can be obtained from your PPG representative. SECTION 10 - STABILITY AND REACTIVITY SECTION 14 - TRANSPORTATION INFORMATION STABILITY: Proper Shipping Name: Paint- Non - Regulated Goods This product is normally stable but may undergo hazardous reactions at NOS Technical Name: None extremely high temperatures and pressures. Hazard Class: None CONDITIONS TO AVOID: Subsidiary Class(es): None None Known. UN Number: None INCOMPATIBLE MATERIALS: Packing Group: None Avoid contact with strong alkalies, strong mineral acids, or strong oxidizing agents. Avoid water and alcohols. HAZARDOUS POLYMERIZATION: USA - RQ Hazardous Substances: None None Known. USA -RQ Hazardous Substance None HAZARDOUS DECOMPOSITION PRODUCTS: Threshold Ship Weight: - Carbon monoxide - Carbon dioxide - Traces of isocyanate - Oxides of Marine Pollutant Name: None nitrogen - Hydrogen cyanide - Lower molecular weight polymer fractions - I SECTION 15 - REGULATORY INFORMATION INVENTORY STATUS SECTION 11 -TOXICOLOGICAL INFORMATION U.S. TSCA: This product and /or all of its components are listed on the ACUTE TOXICITY U.S. TSCA Inventory or is otherwise exempt from TSCA Inventory reporting requirements. Materiall Percent ORAL DERMAL INHALATION FEDERAL REGULATIONS CAS Number LOW k LD50 k LC50 S Re ulations U -BUTYL ACETATE 40-70 10.77 g/kg 17.60 g/kg Not Available Material! Percent 123 -86-4 CAS Number CERCLA HS • SARA EHS- SARA 31 EXAMETHYLENE- 0.1 -1.0 .71 g /kg .57 g/kg .15 g/L. 4 hr. BS DI- ISOCYANATE HEXANE- 1,6 -DI- 40-70 Not Listed Not Listed Not Listed 822 -06 -0 ISOCYANATE POLYMER 28182 -81 -2 CHRONIC TOXICITY -BUTYL ACETATE 40-70 5000 Ibs Not Listed Not Listed Ingredient Target Organ/Chronic Effects: 123 -86-4 - Brain - Central nervous system - Fetotoxin - Respiratory sensitizer - EXAMETNYLENE 0.1 - 1.0 100 LBS Not Listed Not Listed Dt- ISOCYANATE Lung 822 -06-0 (As Diisocyanates) Not Listed Not Listed Listed Mutagenicity Toxicity: 822 -06-0 This has not been tested for this product. Reproductive Toxicity: SARA 3111312 This has not been tested for this product. Health (acute): Yes Health (chronic): Yes SUPPLEMENTAL HEALTH INFORMATION: Fire (flammable): Yes Pressure: No SECTION 12 - ECOLOGICAL INFORMATION Reactivity: No POTENTIAL ENVIRONMENTAL EFFECTS WHMIS HAZARD CLASS: -Class B, Division 2 -Class D, Division 2, Subdivision A - Class D, Division 2, Subdivision B Ecotoxicity: No Information Available. ENVIRONMENTAL FATE STATE/PROVINCIAL REGULATIONS Additional Information Mobility: No information available. Key: IARC- International Agency on the Research of Cancer; ACGIH- Biodegradation: No information available. American Conference of Governmental Industrial Hygienists; NTP- Bioaccumulation: No Information Available. National Toxicology Program "Denotes chemical as NTP Known Carcinogen; + Denotes NTP Possible Carcinogen; OSHA - PHYSICALlCHEMICAL Occupational Safety and Health Administration. Hydrolysis: No information available. Page 3 of 4 . . . . ... . . . ... } • • • • • • P I du es, Inc. ' ' ' • • • On*PPO Place ' t 15272 Product ID: AT45HS -B (0882 -F1) PRODUCT NAME: AMERCOAT 450HS CURE •• • • • • • • • • • SECTION 16 - OTHER INIFORMA110N. • • • •' ••• ••• ••• • • • Hazard Rating Systems NFPA Rating: 3 31 HMIS Rating: 3"31 000 s o Rating System: O= Minimal, 1= Slight, 2= Mo8gratg,'I=Stri(lis : • "= Chronic Effects. 0 - * : : - : : • � � • s HMIS= Hazardous Materials Identification System; NFPA = National Fire Protection Association; Safe handling of this product requires that all of the information on the MSDS be evaluated for specific work environments and conditions of use. PREPARED BY: Product Safety Department REASON FOR REVISION: Date. Edition. Updated MSDS format. This Material Safety Data Sheet has been prepared in accordance with Canada's Workplace Hazardous Materials Information System (WHMIS) and the OSHA Hazard Communication Standard (29 CFR 1910.1200), the supplier notification requirements of SARA Title III, Section 313 and other applicable right -to -know regulations. Additional environmental information is contained on the Environmental Data Sheet for this product, which can be obtained from your PPG representative. AT45HS -B 001000 (00442459.001)(01110 /07) 061016, 001, 0882 — END OF MSDS *'* Page 4 of 4 Amercoat,_, • • • ::11gercoar 5105 5105 Series • .... • • • • Alkyd primer Product Data/ • • • • Physical tfata Application Instructions Finish Flat Color Pearl Gray, White, Oxide Red, • Excellent sprayability Components 1 • Resists corrosion Typical volume solids • Contains no lead or chrome pigments (Calculated) 60 0 /.±3 Dry film thickness per coat 2 to 3 mils (50 to 75 microns) Typical Uses Coats 1 Corrosion resistance is typical of high quality alkyd primers for Theoretical coverage ftz /gal ml/L steel and will minimize corrosion that may occur in the time 1 mil (25microns) 994 24 between priming and topcoating of the structure. VOC (EPA 24) lbs. /gal. g/L • Suitable for exterior and interior steel surfaces 2.33 280 • Basic primer for enamel finish coatings and other selected Flash Point °F °C conventional topcoats Amercoat 5105 100 38 Amercoat 15 106 41 Surface Preparation Application Data Abrasive blasting, chemical treatment or mechanical cleaning, Applied over Bare or previously painted steel depending upon conditions and owner's specifications. Surface must be free of moisture, grease or other contaminants. All Surface preparation SSPC -SP3, 6 or 8 loose rust, scale or existing paint must be removed. Method Airless or conventional spray, Steel —New steel without pits or depressions; blast in brush, or roller accordance with SSPC -SP6, or pickle in accordance with SSPC- Environmental conditions SP8. For mild exposures; power tool cleaning in accordance Temperature °F °C with SSPC -SP3 is acceptable. air and surface 40 to 110 5 to 43 Surface temperatures must be at least 5 °F (3 °C) above dew Existing intact coatings —All intact coatings must be clean, point to prevent condensation. dry, tightly bonded and free of defects. Abrasive blast SSPC - SP7, or use Prep 88 cleaner to prepare surface. Drying time (hours) °F /°C 70/21 Caution: Do not apply overgalvanized steet concrete, organic or inorganic zinc though 24 coated steel surfaces, asphalt or coal tar based coatings. tack -free 2 hard 6 Application Equipment recoat ( 12 The following is a guide; suitable equipment from other Thinner and cleaner Amercoat 15 manufacturers may be used. Changes in pressure and tip size may be needed for proper spray characteristics. Shipping Data Airless spray— Standard equipment such as Graco Bulldog Packaging 5 -gal can, 55 -gal drum Hydra -Spray or larger, a 0.017 -inch fluid tip. Shipping weight (approx) lb kg Conventional spray — Industrial equipment such as DeVllbiss 5 -gal can 63 29 MBC or JGA or Binks 18 or 62 spray gun. Use moisture and oil 55 -gal drum 643 292 trap in main air supply line and separate regulators for air and Shelf life when stored indoors at 40 to 100 °F (4 to 38 °C) fluid pressure. 1 year from shipment date Power mixer — Jiffy Mixer powered by an air or explosion- Numerical values are subject to normal manufacturing tolerances, color and proof electric motor. testing variances. Allow for application losses and surface irregularities. Pagel of 2 • . .00 Application Procedure • • • 1. Flush equipment with thinner. ' " • • • : , : , 2. Stir to uniform consistency. Remove particles and skin by straining through cheesecloth or equivalent. 3. If thinning is necessary thin with up to 1/2 pint of Arly'erco4 • • : : , ; �; • • 15 per gallon of Amercoat 5105. , ; • ,•. , 4. Apply a wet coat in even, parallel passes with 50 percent overlap to minimi holidays, bare areas and pinholes. 5. Store unused materials in tightly closed containers. • 0 0 : ; . • 0 • • • • , , Contents of partially filled containers may show surfacer * 0 : • • , 0 skinning after storage. If skin forms, remove by strai 4T% • • • • , • . • before use. • • 0 0 0 00 6. Clean equipment immediately after use with Amercoat 15. Safety Precautions Read material safety data sheet before use. Safety precautions must be strictly followed during storage, handling and use. CAUTION - Improper use and handling of this product can be hazardous to health and cause fire or explosion. Do not use this product without first taking all appropriate safety measures to prevent property damage and injuries. These measures may include, without limitation: implemen- tation of proper ventilation, use of proper lamps, wearing of proper protective clothing and masks, tenting and proper separation of application areas. Consult your supervisor. Proper ventilation and protective measures must be provided during application and drying to keep spray mists and solvent vapor concentrations within safe limits and to protect against toxic hazards. Necessary safety equipment must be used and ventilation requirements carefully observed, especially in confined or enclosed spaces, such as tank interiors and buildings. This product is to be used by those knowledgeable about proper application methods. PPG makes no recommen- dation about the types of safety measures that may need to be adopted because these depend on application environment and space, of which PPG is unaware and over which it has no control. N you do not fully understand these warnings and instruc- tions or if you cannot strictly comply with them, do not use the product. Note: Consult Code of Federal Regulations Title 29, Labor, parts 1910 and 1915 concerning occupational safety and health standards and regulations, as well as any other applicable federal, state and local regulations on safe practices in coating operations. This product is for industrial use on1g Not for residential use. 12PPG Protective & Marine Coatings One PPG Place, Pittsburgh, PA 15272 • Tel: (800) 441 -9695 www.ppgpmc.com 5105 PDS/AI Page 2 of 2 02007 PPG Industries • Printed in U.S.A. • R 11/07 supersedes R12/04 Steeiguard FM 554 .......... .. . '•, ; ; ••, hin Film Intumescent Coating Product Data/ Physical Data Application Instructions Appearance when dry ............ matt Colour ........... ......................... white, grey • Thin film solvent based intumescent Components ........................... 1 • Tested to international fire test standards volume solids* ....................... 68 * 3% • Up to 2 hours fire protection of structural steel voC** • Off -site or on -site application EC SED 1999/13/EC ........... 293g /kg (377 g /1) • Up to 1.5 mm dry film thickness application in UK PG6 /23 (92) Appendix 3 325 gA (2.7 Ibs/gal) a single coat Curing mechanism ................. solvent release • Rapid job completion • For use in C1, C2, C3 & C4 internal & external Loading requirements ............. In order to establish the dry film environments - no sealer coat required for dry s p ecness required a give the pacified fire resistance reference internal C1 service conditions (ISO 12944) should be made to the products AN m "' (Hp/A) or limiting temperature tables. Contact your Typical Uses PPG representative for full details. Intumescent fire protection for internal and external D m 250 400 500 700 1000 1500 structural steel. Steelguard FM 550 is suitable for off site Dry film thickness (u ) ' ' " " "'" application by manual airless spray or automatic application Wet film thickness (Nm) ......... 370 590 740 1030 1470 2205 with pre -heat and accelerated drying facilities. Theoretical coverage (m /I) .... 2.72 1.70 1.36 0.97 0.68 0.45 Approvals (wet film thicknesses quoted are theoretical for one airless spray Steelguard FM 550 has been tested to National and Coat) International standards for cellulosic fire exposure (ISO Specific gravity... ................ ... 1.3 kg/I 834) and subsequently assessed and certified in accordance with various National requirements. Please Flashpoint contact your PPG Protective and Marine Coatings (dosed clap) ......................... °C OF representative for latest information relating to local market Steelguard FM 550 .............. 25 77 requirements and approvals. Forgiven projects PPG Amercoat 65 ........................ 24 75 Protective and Marine Coatings can provide customers with *volume Solids is measured in accordance with ASTM D2697 loading data and material consumption calculations modified. Slight variations of up to t3% may occur due to testing stipulated by required fire protection, steel section variances. designation and local requirements. Standard loading tables can be made available where applicable. ** VOC figures are quoted according to the EC directive 1999 /13 /EC which are theoretically calculated figures and the UK PG6/23 (92) Appendix 3 which are practically determined figures. Mixing Stir thoroughly before use until the product is uniform throughout. This may cause an apparent thinning effect which is normal for this product. A power mixer should be used. 4 Z, APPROVED APPROVED PRODUCT CF 456 Page 1 of 4 Revision date: 02 -09 -2008 % .. % .. • . . . . . • • Steelguard FM 550• :• : : 0% • • • • • • • •• • • • • • • • • • • • • • V. • • • • Surface Preparation Applied over a blasted and suitably primedsteel substrate. She • • • . Application Data surface must be dry and free of dust, salt, gnM argf ojheC % • contaminants immediately before coating. Theoprimei. used should • e qpbstrate . ............................... primed abrasive blasted steel be applied in accordance with the specjlig "ic,;l c1btp%h4et C ; • • • • instructions, and must be approved by PPG to ensure compatibility • Application methods ............... airless spray, brush with the Steelguard FM 550. The total dry film thickness of primer Environmental Conditions coats should generally not exceed 150 pm. For epoxy primers the Relative humidity: ................ up to 85% maximum allowable dry film thickness may be extended, consult Surface temperatu........... 5 - 50 °C 41 -122 °F your PPG representative prior to intumescent e: escent application. Air temperature... re: ........... 5 - 50 °C 41 -122 °F For off -site application Steelguard FM 550 may be applied directly to the blast cleaned substrate provided the steelwork is to be used Surface temperature must be at least 3 °C /5 1 F above the dew point in dry internal C1 conditions and the dry film thickness exceeds 400 to prevent moisture condensation on the surface. um. The steel should be abrasive blast cleaned to ISO 6501 -1 Sa 2'% with a blast profile of approximately 50 -75 pm and should not Potlife ..... ............................... not applicable exceed 100 pm. Coating should occur before degradation of the surface takes place. If oxidation occurs then the steel should be re- Thinner ... ............................... not normally necessary prepared. The surface must be dry and free of dust, salts, grease Amercoat 65 can be used when needed (up to 5% by volume), and other contaminants immediately before coating. However wet/ dry film measurement result will differ & lower max film build as result will have to be considered Application Methods Cleaner ... ............................... Amercoat 65 Spray application will provide the smoothest finish. Brush application will result in a textured finish. AIRLESS SPRAY - Use a pump Capable of producing a minimum pressure at the tip of 2800 psi (200 kg/cm A 30 mesh /500 pm internal filter is recommended. Tip size 19 -33 thou' (0.48- 0.83mm). For off -site application it is recommended that the product is applied in 700 pm dry film thickness coats allowing a minimum of 8 hours drying at 15 °C /59 °F between each coat. For on -site higher film thicknesses can be applied in a single application, it is recommended that the dry film thickness of initial coat should not exceed 1.5mm. Subsequent coats as a guide may be applied after 8 hours at 20 °C /68 °F to a maximum dry film thickness of 1.0 mm per coat. BRUSH - Apply evenly using a clean, well - loaded brush at up to 300 pm dry film thickness per coat. As a guide allow at least 2 hours drying at 20 °C 168 °F between coats. Drying Characteristics Drying times will vary considerably depending on ambient conditions, method of application, pre -heat and force drying conditions if used, A/V m' (Hp /A) of section being coated and applied film thickness. As a guide, at 15 °C /59°F a 400 pm dry film thickness coating will be touch dry in approximately 1 hour and hard dry after approximately 40 hours. For further details on the drying times of Steelguard FM 550 refer to the product drying tables or contact your PPG representative. Overcoating The standard recommended topcoat for Steelguard FM 550 is Steelguard 2458 which allows for fast overcoating and job completion. Other approved topcoats but with longer overcoating periods include Amercoat 450S, Amercoat 4310, Amercoat 2136 and PSX 700#. No sealer is required for internal C1 service conditions unless for cosmetic reasons. For internal C2 service conditions Steelguard FM 550 must be adequately sealed with Steelguard 2458 at 60 Nm dry film thickness or other approved topcoat For C3 & C4 external service conditions Steelguard FM 550 must be adequately sealed with two coats Steelguard 2458 at 120 pm total dry film thickness or other approved topcoat. Please contact your PPG representative for specific recommendations. It is important that the specified intumescent thickness has been achieved before any topcoating. (# Amercoat 71TC required as a be coat) Page 2 of 4 Revision date: 02 -09 -2008 .. .. . . . .. .. . . . . . . . . . . . Steelguard FM:550•:• •�• • . .. .... . . . . .. . . .. ...... . Providing the steel is suitably pAAAd1ldthe dT fflm thickness of the intumescent coating exceeds 250 pm, Steelguard FM 550 can be left externally without a to Q. coat • ... Shippin Data for up to 12 months. During this periaa, ttpv�var* Steelguard FM 550 must be protect ftfr(" poQlinD a00 • •' • • !lack size ............................ .... 20 and 200 litres running water, hot humid environments andaimpnepsed • • • conditions. • • • • • • • • • • • * Shipping weight ..................... approx. 29 kg (20 I.) Steelguard FM 550 must have sufficient drying time before exposure in external conditions. As a guide, at 15 °Cl59 °F, Shelf life .. ............................... 1 year from shipment date when for a dry film thickness of 700 pm, a minimum drying period stored indoors in unopened, of 40 hours is recommended from time of application of the original containers at 5 to 40 °C (41 to 104 °F). final coat before exposure. Refer to product drying tables for drying and overcoating schedules. Application Procedure: 1. Flush equipment with recommended cleaner before use. 2. Stir to an even consistency with a power mixer. 3. Thinning is normally not required for airless spray. 4. For airless spray apply a wet even coat in parallel passes. Overlap each pass 50% to avoid bare areas, pinholes or holidays. 5. Give special attention to welds, rough spots, sharp edges and corners, rivets, bolts, etc. 6. Application at 590 pm wet film thickness will normally provide 400 pm dry film. 7. Check thickness of dry coating with a non- destructive dry film thickness gauge, such as Mikrotest or Elcometer. If less than specified thickness, apply additional material as needed. 8. Small damaged or bare areas and random pinholes or holidays can be touched up by brush. Repair larger areas either by spray or brush with Steelguard FM 550 or by trowel, knife, spatula using Steelguard 2450 repair filler. 9. For repair of damaged primerless systems where bare steel is exposed, a suitable primer should be applied prior to re- application of the intumescent coating. 10. In confined areas ventilate with clean air during application and drying until all solvents are removed. Temperature and humidity of ventilating air must be such that moisture condensation will not form on surface. 11. Clean all equipment with recommended cleaner immediately after use or at least at the end of each working day or shift. Before using the product, read the label on the can and consult the material safety data sheet. Page 3 of 4 Revision date: 02 -09 -2008 %.. . .. %.. . . . . . . . . . . . Steelguard FM' •�• . .. .... .. .... . . . . .. . . . . . .. . ... ...... .... . . . Safety Any recommendations or suggestion relating to the Since improper use and handlipcf Ca4 b� hAprcQil.ls ;" . use of the products made b PPG, whether in its to health and cause of fire or expI9si §A ;s4elsr :. . • ; • technical literature, or response to specific enquiry, or precautions included with ProdyVItafftftalort ; • ..otherwise, is based on data believed to be reliable; Instruction and Material Safety Data Sheet must be however, the products and information are intended observed during all storage, handling, use and drying for use by Buyer's having requisite skill and know- periods. how in the industry, and therefore it is Buyer to satisfy itself of the suitability of the products for its own Warranty particular use and it shall be deemed that Buyer has PPG warrants its products to be free from defects in done so, as its sole discretion and risk. Variation in material and workmanship. PPG's sole obligations environment, changes in procedures of use, or and Buyers exclusive remedy in connection with the extrapolation of data may cause unsatisfactory products shall be limited, at PPG's option, to either results. replacement of products not conforming this warranty or credit to Buyers account in the invoiced amount of Limitation of Liability the non - conforming products. Any claim under this PPG's liability on any claim of any kind, including warranty must be made by Buyer to PPG in writing claims based upon PPG's negligence or strict liability, within five (5) days of Buyer's discovery of the for any loss or damage arising out of, connected with, claimed defect, but in no event later than the or resulting from the use of the products, shall in no expiration of the applicable shelf life, or one year from case exceed the purchase price allocable to the the delivery date, whichever is earlier. Buyer's failure products or part thereof which give rise to the claim. to notify PPG of such non - conformance as required In no event shall PPG be liable for consequential or herein shall bar Buyer from recovery under this incidental damages. warranty. Due to PPG's policy of continuous product PPG makes no other warranties concerning the improvement, the information contained in this product. No other warranties, whether express, Product Data/Application Instructions sheet is subject implied or statutory, such as warranties of to change without notice. It is the Buyer's merchantability or fitness particular purpose, responsibility to check that this issue is current prior to shall apply. In no event shall PPG be liable for using the product. For the most up-to -date Product consequential or incidental damages. Data/Application Instructions always refer to the PPG Protective & Marine Coatings website at www.ppgpmc.com To avoid any confusion that may arise through translation into other languages, the English version of the Product Data/Application Instructions will be the governing literature and must be referred to in case of deviations with product literature in other languages. Condition of Sale All our transactions are subject to our Terms and Conditions of Sale. PPG Industries Netherlands BV n� Tel +(31) 345 587 200 PPG Protectiv & www.ppgpmc.com Marine Coatings Page 4 of 4 Revision date: 02 -09 -2008 Page 1 of 9 . . 0•1 • . . ••• ... . ..... . . . ....... .... . .. ... ... . •' :42dii.P998' Fire Resistance Ratings - ANSI /UL 263 - Pi — Desi /System/'Coiistruction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Inform for Fire Resistance Rar _ANSI UL 263 Design No. P9O8 September 18, 2008 Restrained Assembly Ratings — 1, 1 -1/2 or 2 Hr. (See Items 1, 4, 5 and 8) Unrestrained Assembly Rating — O, 1 -1/2, or 2 Hr. (See Item s) Unrestrained Beam Ratings — 1, 1 -1/2 or 2 Hr. (See Items 1, 4, 5, 7A and 8) Load Restricted for Canadian Applications — See Guide BXUy7 Page 2 of 9 0 Or • • • • •• • • • • l ip S HE item 6 •• , . _-- . -- _ • • i • is •, .• air • _ a •.• .` ,' _ •- ^- �- �+--+. S .PL items ' . a.L�.+ .... -:._' . - *�-1�e • s • _ - - - -`��, ......... .• • _�' . ^ ; ,' _ • .a j :a+:..w•�.....•�.�„- 1 •. 1 "or 8" X 41 (w e" 5 VVVXAXA A^ �i'' A' • - C � A i S s w - a. ��'• i.. tea •A„`1 'ti; � � .y - ; .. ° 'K_ � :.,, + .' � s d�• /� i ./� �w' . Y 4 -' � -• 'ti �i ^•t2" . 'w. a ' A - f4 { 1. Steel Beam — W6x16, W8x10, W8x18 or W8x28, min size or Types 1OK1, 1234, 14K4 or 16K3 min size steel joists. See Item 8. As alternate to wide flange steel beams, joist girders -(Not shown) -20 in. min depth and 13 Ib /lin ft min weight. 2. Roof Covering* — Consisting of hot mopped or cold application materials compatible with insulation(s) described herein which provide Class A, B or C coverings. See Roofing Materials and Systems Directory-Roof Covering Materials (TEVT). 2A. In lieu of Item 2, roof covering consisting of single -ply Roofing Membrane* — that is either ballasted, adhered or mechanically attached as permitted under the respective manufacturer's Classification. See Fire Resistance Directory- Roofing Membranes (CHCI). 3. Insulating Concrete — various types of insulating concrete prepared and applied in the thickness indicated below: A. Vermiculite Concrete — 6 cu ft of vermiculite aggregate* to 94 lb of Portland cement and 0.11 lb of air entraining agent mixed with apprax 25 gal of water. Min compressive strength shall Page 3 of 9 ... . ..... . • • ••• • • • • ••• be 125 psi when tested in accordance with ASTM C495. Vermiculite concrete shall be poured to a depth sufficient tq provide a min thickryms of 2 -4/4 !no to the crests of steel roof deck units (Item 5) and to provi"a min nol uma olo24r% cu f ;Vr :06 V ft of roof deck area. ELASTIZELL Caftp &AMERiM* *types MS26 -U, PISV 200. MANDOVALLTD •• • • • •• ••• •• • 666 • • • • • • • MANDOVAL VERtVpVgTl:PRQbUM 14C• • • • PALMETTO VERMICULITE CO SIPLAST INC STRONG CO INC VERMICULITE PRODUCTS INC B. Cellular Concrete — Roof Topping Mixture* — Foam concentrate mixed with water and Portland cement per manufacturer's specifications. Cast dry density and 28 -day compressive strength of min 190 psi as determined in accordance with ASTM C495 -66. Thickness to be 2 -3/4 in. min from the top plane of steel roof deck. CELCORE INC — Type Celcore with cast dry density of 31 (+ or - 3.0) pcf or Type Celcore MF with cast dry density of 29 (+ or - 3.0) pcf. CELLULAR CONCRETE L L C — Cast dry density 37 (+ or -) 3.0 pcf. CONCRECEL INT — Cast dry density 38 (+ or -) 3.0 pcf. ELASTIZELL CORP OF AMERICA — Type II. Mix #1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of cast dry density 4o (+ or -) 3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pcf. LITE -CRETE INC — Cast dry density of 29 (+ or -) 3.0 pcf. SIPLAST INC — Mix #2. Cast dry density of 36 (+ or -) 3.0 pcf. C. Partite Concrete — 6 cu ft of perlite aggregate* to 94 lb of Portland cement and 1 -1/2 pints of air entraining agent. Thickness of periite concrete topping to be 2 -1/4 in. min as measured to the top plane of the steel form units. See Partite Aggregate (CFFX) in Fire Resistance Directory for names of manufacturers. D. Cellular Concrete — Roof Topping Mixture* — Foam Concentrate mixed with water, Portland Cement and UL Classed Vermiculite Aggregate per manufacturer's application instructions. Cast dry density of 33 (+ or -) 3.0 pcf and 28 -day compressive strength of min 250 psi as determined in accordance with ASTM C495 -86. The cellular concrete topping thickness shall be 2 -3/4 in. min from the top plane of steel roof deck. CELLULAR CONCRETE L L C — Mix #3. SIPLAST INC — Mix #3. 4. Reinforcing Mesh — No. 19 SWG gain steel wire twisted to form hexagons 2 in. wide in addition, straight 16 SWG gaiv steel wire woven into the mesh and spaced 3 in. apart for stiffness. Mesh installed without attachment and overlapped 6 in. at the sides. Page 4 of 9 . .. . . .. . . . . ....... .... Stiffeners installed parallel with corrugations. As an alternate, 4x8, 12/14 SWG or 2x2. 14/14 SWG welded wire fabric may be used. The reinforcing mesh may bepmitted fprthei.hr ratings when the steel roof deck (Item 5) is loaded not more than 75 percent of its bending *Vaciey. • • . • • • . • 5. Steel Roof Deck - (Uncla"Ill ")•.. Nonion9posite design! 9716! 15/16 in., 1 -5/16 in. or 1 -1/2 in. dee min. Welded to supports with 3/8 in, puddle welds through weld washers spaced 15 in. OC. Adjacent units overlapped one corrugation. Steel thickness to be No. 24 MSG min when supports are spaced not more than 8 ft OC, No. 26 MSG min when supports are spaced not more t4ark6 It 0.9, N"8 MSc's mir►when Su When 9/16 or 15/16 in. deep units are use tilpirN i s ail d Ilmited to a sp 7 a 5 ced not more than 4 ft OC. in the steel, and the Restrained Ass gbl� k ng s6a � $b produce a percent max bending stresses rot eKceed 1 -f /2 H. H Classified Steel Floor and Form Units *, which conform to the same installation, st eel• th-ck wit, ancCb$dI4%W as described for unclassified units may be used. Joint cover shall be 2 in. wide cloth achiesive tape applied fallowing the contour of the steel form units. The Unrestrained Assembly Rating is 2 Hr when 1 -5/16 in. deep corrugated units with clear spans not more than 7 ft, 7 in. are supported by W6X16 or WSX18 min size steel beams. The Unrestrained Assembly Rating Is 1, 1 -1/2 Hr when the 1 -5/16 in. deep corrugated units with clear spans not more than 7 ft, 7 in, are supported by Type 1274 steel joists. The loading of the steel roof deck shall not product more than 75 percent of the allowable bending stress of the steel when the reinforcing mesh (Item 4) is not used for the 1 hr rating. Perforated cellular units 6 In. deep, 24 in. wide, 18/18 MSG gale steel,with 2 -1/2 in. thickness of vermiculite concrete as measured to the crests of the units may be used with spray - applied fireproofing on beam under the following conditions and subject to above installation specifications: (1) Floor units covering only single spans. A steel plate, min 26 MSG, shall be placed between ends of units over beam to prevent flow of hot gases through cells of units over beam. (2) To provide anchoring for fireproofing a line of steel studs with discs must be welded to underside of floor units on each side of beam approx 9 in. from edge of beam flange and spaced 24 in. OC. The studs shall be 1 -1 /8 in. long, 12 SWG galy steel wire with 28 MSG, 1 -3/16 in. diam gaiv steel disc spot - welded to one end. Other end of stud welded to floor units. (3) The applicable required thickness of sprayed material shall extend onto the floor units for a 12 in, width beyond edges of beam upper flange and /or joist upper chord. (See Items 8, 8A, 8B below) ASC STEEL DECK, DIV OF ASC PROFILES INC - 24 in. wide Types B -24, BMOD, N; 32 in. wide Type CP32; 36 in, wide Types 8-36, DGB -36. CANAM STEEL CORP - Type P -3606, P -3615, or P -3012 CMC JOIST & DECK - MANUFACTURERS OF UNITED STEEL DECK PRODUCTS - Types B, N, UFS, UFX, UFX -36. CONSOLIDATED SYSTEMS INC - Consoliform Types EHD, HD, S, SD. DECK WEST INC - 36 in. wide Type B -DW, BA -DW, 2 -DW or 3 -DW. EPIC METALS CORP - Types "Metricform ", MF840, ER2R, ER3.5, Epicore A, 3.5 Epicore A, E324, E450, E600, E750, EP324, EP450, EP600, EP750, ED324, ED450, ED600, ED750, EDP324, EDP450, EDP600, EDP750, W450, W600, W750, WP450, WP600, WP750. MARLYN STEEL DECKS INC - Types B, EF, F, HF, N, NV, SF. H H ROBERTSON - Types 3, 21, 2" QL -99, 3" QL -99, 6" ADC. ROOF DECK INC - Types A, B -1, B -2, EHD Multi -Rib, F, LOK -2, LOK -3. MORIN CORP - 24, 30 or 36 in. wide Types LXR -B; 30 in. wide Types LXR- B -N -30 and LXR- B- N -30 -I; 35 in. wide Types ' LXR -B -35 and LXR- 8-35 -I. VERCO DECKING INC - A NUCOR CO - Type "Vercor." VULCRAFT, DIV OF NUCOR CORP - Types 0.6C, 0.6CPR, 1.00, 1.3C, 1.5C, 2C, 3C, 1.513, 1.58I, 3N, 3NI. Page 5 of 9 ... . ..... . . ....... .... WHEELING - PITTSBURGH STE EL C.OV, DIY• . �. • • • .0. • • • • •• • • • • OF WHEELING CORRUGATINOCO— TypesP BR QW BW *Fi>' • -200, TV- H3, Permaform Type A, * 0ertnaform T R � ' e 9h Strength B, High Strength SW, TF -H3, TF -125, ype S, Strongform SF -3; 36 in. wide Types 1.5 SB, 1.5 S8R. 6. Hanger Wire — No. 6 SWG alv ste •w : . • . • .0* • • g • i • +•�p1ceV * ia..00. • 7. Metal Lath — (Optional) • • • • • • • • • — MetehlatMis Used'to f8cilltattIffe 913Fay application of protection material on steel bar joists and trusses. The diamond mesh, 3/8 in. expanded steel lath, 1.7 to 3.4 lb per sq yd is secured to one side of each steel joist with 18 SWG galv steel wire at joist web and bottom chord members, spaced 15 in. OC max. When used, the metal lath is to be fully covered with protection material with no min thickness requirements, unless specified. 7A. Non - Metallic Fabric Mesh — (Optional, Not Shown) — As an alternate to metal lath, glass fiber fabric mesh, weighing approximately 2.5 oz per sq yd, polypropylene fabric mesh, weighing approximately 1.25 oz per sq yd or equivalent, is used to facilitate the spray application. The mesh is secured to one side of each joist web member. The method of attaching the mesh must be sufficient to hold the mesh and the spray- applied protection material in place during application until it has cured. An acceptable method to attach the mesh is by embedding the mesh in minimum 1/4 in. long beads of hot melted glue. The beads of glue shall be spaced a maximum of 12 in. OC along the top chord of the bar joist. Another method to secure the mesh is by 1 -1/4 in. long by 1/2 in, wide hairpin clips formed from No. 18 SWG or heavier steel wire. 8. Spray - Applied Fire Resistive Materials* — Spray applied to beam or joist *n6 ne or more coat to the final thicknesses shown in the following table. Crest areas of steel roof units shall be filled with Spray - Applied Fire Resistive Materials above the beam or joist. Beam or joist surfaces must be clean and free of dirt, loose scale and oil. Min avg and min ind density of 15/14 pcf respectively. Min avg and min Ind density of 19 /18 pcf respectively for Types 7GP and 71 For method of density determination, refer to Des* n Information Section. Thkns In. Restrained Min Thkns Min Thkns on Min Thkns on Ass train Unrestrained on Beam 1234,14K4 or 1234,14K4 or Y Beam 16K3 301st 16K3 3oist Rating Hr Rating Hr WGX16 WBx10 (No. Lath) * (with Lath) 1 1 1 1 -3/8 1 -1/2+ 1 -1/2 1 -1/2 1 -1/4 1 -3/4 2 -1/4 1 -3/4 2 1 1 -3/8 1 -7/8 2 -1/4 1 -3/4 2 2 1 -5 2 -1/4 2 -7/16 1 -7/8 +For 1 hr Ratings, the min joist size shall be 1437. *Thickness applied to both sides of lath and joist. All surfaces of lath on both sides to be protected with the min required thickness of protection material. ARABIAN VERMICULITE INDUSTRIES — Type MK -5. W R GRACE & CO - CONN — Types MK -4, MK -5, MK -6 /HY, MK -6S, RG, Monokote Acoustic 1. GRACE KOREA INC — Types MK- 6 /CBF, MK -6 /ED, MK -6 /HY, MK -6S, Monokote Acoustic 1. PYROK INC — Type LD. SOUTHWEST FIREPROOFING PRODUCTS CO — Types 4, 5, SEF, 5GP, SMD, 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD. For Type 1234 steel joists, the joist protection shall consist of the above Spray - Applied Fire Resistive Materials applied in a manner and at the thicknesses shown below. When metal lath (Item 7) is used, lath secured to one side of joist with 18 SWG gale steel wire at joist web and bottom chord members spaced 15 in. OC. Page 6 of 9 Thk of Spray Applied • • of • Restrained Fire Resistive Mti IA e • • • • • • • • Unrestrained Assembly iCatiWt • • Beam Rating Hr Rating Hr 1 - 7/8 • • • • • • • • • • • • APP146ty lath • 1, 1 -1/2, 2 1,1-1/2,2 wrapped on • • • :)no side of ,;oiso.4 • • • • • 2 -1/4 ; Applietl c�ireedyto• • 1,1-1/2 1,2 joist in a contour manner. 2 -7/16 Applied directly to 2 Joist in a contour manner. *Thickness applied to both sides of lath and joist. All surfaces of lath on both sides to be protected with the min required thickness of protection material. 8A. Spray - Applied Fire Resistive Materials* — As an alternate to Items 8 - Applied by mixing with water and spraying in one or more coats to the beam or joist surfaces which are free of oil, dirt or loose scale to the thicknesses shown in the table below. All areas between the steel deck and top flange of beam or joist shall be sprayed. Min average density of 15 and min individual value of 14, respectively. For method of density determination, see Design Information Section, Spra ed Material Restrained Unrestrained Min Thkns Min Thkns Assembly Beam on Beam In. on 1OK1 Rating Hr Rating Hr W6x16 ]gist In- 1 1 7/16 15/16 (1 -1 /16) 1 -1/2 or 2 1 -1/2 3/4 1 -1/2 2 2 1 -1 /16 1 -13/16 *Spray - Applied Fire Resistive Materials directly applied to joist contours. As an alternate, metal lath or nonmetallic fabric mesh secured to one side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with Spray - Applied Fire Resistive Materials but with no min thickness requirements. BERLIN CO LTD — Types 300, 300ES, 30ON or SB. ISOLATEK INTERNATIONAL — Types 300, 300ES, 300N, or SB 8B. Spray - Applied Fire Resistive Materials* — As an alternate to Items 8 and, 8A - Applied by mixing with water and spraying in one or more coats to the beam or joist surfaces which are free of oil, dirt or loose scale to the thicknesses shown in the table below. All areas between the steel deck and top flange of beam or joist shall be sprayed. Min avg density of 17.5 pcf with min Ind value of 17.0 pcf for Type 280. Min average density of 17.5 and min individual value of 16 for Type 3001W Min average and min individual density of 22 and 19 pcf, respectively, for Type 400. For method of de sity determination see Design Information Section S ra ed Material. Restrained Unrestrained Min Thkns Min Thkns Assembly Beam on Beam In, on 1OK1 Rating Hr Rating Hr W6x16 Joist in. 1 1 1 7/16 15/16 (1 -1/16) 1 -1/2 or 2 1 -1/2 F3/4 1 -1/2 2 2 1 -13116 *Spray - Applied Fire Resistive Materials directly applied to joist contours. As an alternate, metal lath or nonmetallic fabric mesh secured to one side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with Spray - Applied Fire Resistive Materials but with no min thickness requirements. When Type 280 is used for the 1 Hr. Rating, the thickness must be increased from 15/16 in. to 1 -1/16 in. Page 7 of 9 fee ... . ..... . . • ••• • .. • ••• ISOLATEK INTERNATIONAL — Types 280, 3007WOr 400. • • • • •• • • •• • • • • • • • • 8C. Spray - Applied Fire Resistive Materials* A!9 al after all tQ Items 8, 8A and 88 - Applied by spraying with water, in one or more coats, to a final &Jgkngss as Iisl i�iv. e�W C areas of steel roof units shall be filled with protection material above the beam or joist. Beam and Joist surface must be dean and free of dirt, loose scale and oil. For method of density determination, refer to Design Information Section. •• • • •• ••• •• Min thicknesses are shown in the t'3gle biIpW : : : • - O 1 Restrained Assembly Unrestrained Beam Min Mtl Thkns Rating Hr Rating Hr on 8x28 Beam In. 1 1/2 1 -1/2 or 2 1 -1/2 1 13/16 2 2 1 -1/4 Restrained Unrestrained Assembly Beam Min Thkns 1 Rating Hr Rating Hr on 1OK1 Joist In.* 1 15/16 1 -1/2 or 2 1 -1/2 1 -1/2 IL 2 2 2 -5/16 *Protection material directly applied to joist following joist contours. As an option, metal lath (Item 7) or glass fiber mesh (Item 7A) secured to one side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with material but with no min thickness requirements. ISOLATEK INTERNATIONAL — Type D -C/F, HP or II. Use of Type EBS or Type X adhesive/sealer optional. Min avg density of 13 pcf with min ind density of 11 pd for Types II, or DC/F. Min avg and min ind untamped densities of 22 and 19 pcf, respectively, for Type HP. 81). Spray- Applied Fire Resistive Materials* — As an alternate to Items 8, 8A, 86 and 8C - Spray applied to beam or joist in one or more coat to the final thicknesses shown in the following table. Crest areas of steel roof units shall be filled with Spray - Applied Fire Resistive Materials above the beam or joist. Beam or joist surfaces must be clean and free of dirt, loose scale and oil. Min avg and min ind density of 22/19 pcf respectively. For method of density determination, refer to Desi n Information Section. Thkns In. Min Thkns Thkns In. Min Thkns on Restrained Unrestrained on Beam Min Thkns on 14K4 or 16K3 Assembly Beam 14K4 or 16K3 Joist Rating Hr Rating Hr W6x16 I WSx10 Joist (No Lath)* (With Lath) 1 1 1 1 -3/8 1 -1/2+ 1 -1/2+ 1 -1/2 1 -1/2 1 -1/4 1 -3/4 2 -1/4 1 -3/4 2 1 -1/2 1 -3/8 1 -7/8 2 -1/4 1 -3/4 2 2 1 -5/8 2 -1/4 2 -7/16 1 -7/8 +For 1 hr Ratings, the min joist size shall be 1477. *Thickness applied to both sides of lath and joist. All surfaces of lath on both sides to be protected with the min required thickness of protection material. W R GRACE & CO - CONN — Types Monokote Acoustic 5, Z -106, Z- 106/G, Z- 106 /HY. GRACE KOREA INC — Types Monokote Acoustic 5, Z -106, Z- 106/G, Z- 106 /HY. 8E. Spray- Applied Fire Resistive Materials* — As an alternate to Items 8, SA, 8B, SC and 8D - Spray applied to beam Page 8 of 9 .. .... % • • , ••• . or joist in one or more coat to the final thicknesses shown in the following table. Crest areas of steel roof units shall be filled with Spray - Applied Fire Resistive s M � aterials above, tpe beagi or joist. Beam or joist surfaces must be clean and free of dirt, loose scale and oil. Min avg1nd imia Ind densit wf 40 /36.pcfi reseectively. Min avg and min Ind density of 40/36 pcf respectively for Types Z -146, Z -l46PC . Z -140T c, AVndti(Vs:ni Min avg and min Ind density of 50/45 pcf respectively for Types Z -156, Z- ;56T•and Z- 156PC. • • • • • • ••• •s• ••• • • • For method of density determination, refer to Design Information Section. • • . • • ' 00S xn. • • • • • MindMni ' Thkns In. Min Thkns on Restrained En r3ified • • on beam • • Min Thkns on 14K4 or 16K3 Assembly m 14K4 or 16K3 joist Rating Hr g Hr WGX16 WSx10 joist (No Lath)* (with Lath) 1 1 1 1 -3/8 1 -112+ 1 -112+ 1 -1/2 1 -1/2 1 -1/4 1 -3/4 2 -1/4 1 -3J4 2 1 -1/2 1-3/8 1 -7/8 2 -1/4 1 -3/4 2 2 1 -5/8 2 -1/4 2 -7/16 1 -7/8 +For 1 hr Ratings, the min joist size shall be 1477. *Thickness applied to both sides of lath and joist. All surfaces of lath on both sides to be protected with the min required thickness of protection material. GRACE KOREA INC — Type Z -146 W R GRACE & CO - CONN — Types Z -146, Z -146T, Z1461 Z -156, Z -156T and Z -156PC 8F. Spray - Applied Fire Resistive Materials* — As an alternate to Items 8, 8A, 8B, 8C, 8D and 8E - Applied by mixing with water and spraying or troweling in one or more coats to a final thickness as shown in the table below, to steel surfaces which must be clean and free of dirt, loose scale and oil. Min avg density of 44 pcf with min Ind value of 40 pcf for Type M -n. Min avg density of 44 pcf with min Ind value of 42 cf for T see Desi n Information Section. p YPe TG. For method of density determination, Restrarned Assembly Unrestrained Beam Min Mti Thkns Rating Hr Rata Hr Rating on 8x25 Beam In. 1 1 9/16 1 -1/2 or 2 1 -1/2 13/16 2 2 1 -1/4 ISOLATEK INTERNATIONAL — Types M -II or TG. Types M -II and TG investigated for exterior use. 9. Vermiculite Gypsum Plaster — Hand applied. Scratch and brown coat 2 cu ft of Vermiculite Aggregate* to 100 lb of fibered gypsum piaster. PALMETTO VERMICULITE CO W R GRACE & CO - CONN 10. Foamed Plastic* — (Not shown) — Optional — Rigid foamed plastic insulation, 2 by 4 ft boards. May be bonded to the membrane or Installed without adhesion after final asphalt glaze coat has cooled. When applying more than one layer, successive layers shall be installed over preceding layer without attachment. OC CELFORTEC INC — Max thickness 8 in. covered with crushed stone or concrete pavers at a rate of 10 psf, min. OWENS CORNING SPECIALTY & FOAM Page 9 of 9 . . .... ........ . PRODUCTS — Max thickness 8 in. The boards shall be covered with crushed stone or concrete pavers, at a rate of 10 psf, min. • • • •• •• • • • • • • e • • • • • • • • •• • • • • T CLEAR CORP — 4 -3/8 in. thj fl • cob rite mortar far?d extruded • • polystyrene Llghtguard Boards. THE DOW CHEMICAL CO —Max th*krlh 8 iA.1 expU�feQ 0AY4"ne foamed plastic boards. The unfaced Bards shall &Wcre�avQr be covered with crushed stone or ps• aiia sat• of 10 psf, min. •• • • • • • ••• •• VERSICO INC — 4 -3/8 in. thick, concrete mortar faced extruded polystyrene, PMR Insulation Board. 11. Steel Bridging — Number, size and spacing in accordance with current Steel Joist Institute specifications. Continuous steel angle welded to top and bottom chords. Bridging coated with same thickness of protection material as required on joist. *Bearing the UL Classification Mark Last U p-da ed on 2008 -09 -18 Que ions? Notice of Di imer Page To Copyright n 2008 Underwriters Laboratorie Inc.0 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and 's Service. Always look for the Mark on the product. covered under UL Follow -Up UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non- misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright ® 2008 Underwriters Laboratories Inc.®" OCT 0 7 2G06 BY ----- �ti------- - - - - -- M Power Project Gym HVAC Load Calculations far Christopher Russo 9301 N_e. 6th Ave. Miami Shores, Florida 33138 v PERMIT #: Miarrli htl yitla e APPROVED DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE VM (FEDERAL STATE AND COUNTY RULES ANDAMULATIONS .. ..P.repared B s De . .. Ja{he AUdQ,:M"l& Elntico Jadies l)W ftotdrrtlft Errb. " 1M Brstayfle Slud • • Mi r 1 3 ... . . ... .. P Pro jec ( t / Rep r ort General P roject I��^rt��f Y y a g x }� v Y Project Filename: C: \Documents and Seftings\Michelle Dentico\My Documents\M POWER PROJECT.rhv Project Title: M Power Project Gym Designed By: Jdc. Inc. Project Date: October 2, 2008 Client Name: Christopher Russo Client Address: 9301 N.e. 6th Ave. Client City: Miami Shores, Florida 33138 Company Name: James Dentico Contracting Inc. Company Representative: James Dentico, Michelle Dentico Company Address: 10055 Biscayne Blvd Company City: Miami Shores, Florida 33138 Company Phone: 305- 756 -6553 Company Fax 305 - 7549605 Company E -Mail Address: JDENTICO @BELLSOUTH.NET Reference City: Miami, Florida Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 47 0 0 72 0 Summer: 90 77 50 70 65 777 L777 77-77 77 Ch+k._ ._... Total Building Supply CFM: 12,088 CFM Per Square ft.: 1.140 Square ft. of Room Area: 10,601 Square ft. Per Ton: 221 Volume (W) of Cond. Space: 116,519 Air Turnover Rate (per hour): 6.2 B , 77 7 777 ids �i Total Heating Required With Outside Air: 214,623 Btu. ..... g q h 214.623 MBH Total Sensible Gain: 296,229 Btuh 69 % Total Latent Gain: 135,010 Btuh 31 % Total Cooling Required With Outside Air: 431,240 Btuh 35.94 Tons (Based On Sensible + Latent) 47.96 Tons (Based On 75% Sensible Capacity) (and Elev. Derating. Calculations are based on 8th edition of ACCA Manual J. • • • • • • • All computed results are estimates as building use and weather may vary. 00 .. . . . . ... . Be sure to select a unit that meets both sensible and latent loads. • .. ... .. . . . .. a • • • • • • • • • • • • • • • • • • • •• { 4 I Total B uilding Summ Loads t�A b 1A -cm-o: Glazing - Single pane, operable window, clear, 253.6 8,052 0 22,050 22,050 j metal frame no break 5A: Glazing- Jalousie window only 328.8 10,431 0 27,085 27,085 1B -cb: Glazing- Single pane window, fixed sash, clear, 43.7 1,167 0 1,659 1,659 i metal frame with break 1B-cm: Glazing - Single pane window, fixed sash, clear, 14.1 397 0 1,374 1,374 metal frame no break 1A -rm -o: Glazing- Single pane, operable window, 59.9 1,903 0 2,770 2,770 reflective, metal frame no break 1B -rm: Glazing- Single pane window, foxed sash, reflective, 224.6 6,346 0 9,520 9,520 metal frame no break 11A: Door - Hollow Core 63 741 0 1,035 1,035 13AB -0ocb: Wall- Block, no blanket or board insulation, 5416.6 36,832 0 37,409 37,409 open core, brick finish . 178 -31: Roof /Ceiling -On exposed beams, White or Light 3296.4 2,390 0 2,466 2,466 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 178 -22: Roof /Ceiling -On exposed beams, White or Light 7304.3 7,122 0 8,476 8,476 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 503 14,837 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 90,218 0 113,844 113,844 People: 73 14,600 16,790 31,390 Equipment: 0 0 0 Lighting: 21506 73,335 73,335 Ductwork: 10,690 3,380 18,625 22,005 Infiltration: Winter CFM: 2,704, Summer CFM: 1,340 74,345 55,465 26,693 82,158 Ventilation: Winter CFM: 1,432, Summer CFM: 1,432 39,370 61,566 30,352 91,918 AED Excursion: 0 0 16,590 16,590 Total Building Load Totals: 214,623 135,010 296,229 431,240 Check Frei ;s Total Building Supply CFM: 12,088 CFM Per Square ft.: _ 1.140 Square ft. of Room Area: 10,601 Square ft. Per Ton: 221 Volume (f?) of Cond. Space 116,519 Air Turnover Rate (per hour) 6.2 Suil�lr'ng Lomas �' Total Heating Required With Outside Air: 214,623 Btuh 214.623 MBH .. ... . . . . . .. Total Sensible Gain: 296,229 Btuh 69 ° Io Total Latent Gain: 135,010 Btuh 31 % • • • : : • : • • Total Cooling Required With Outside Air: 431,240 Btuh 35.94 Tons{ ase4dr egenaible 4:Laaient) l 47.96 Tons (Based On 75% Sensible Capacity) (ancj Elej. Deratirlg. • , see II Nate& - __ �. • +� �,.�� - Calculations are based on 8th edition of ACCA Manual J. • • All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . , +gyp, System I Summary Loads 1A -cm-o: Glazing- Single pane, operable window, clear, 45.5 1,446 0 3,854 3,854 metal frame no break 5A: Glazing - Jalousie window only 121.1 3,843 0 10,465 10,465 1B -cb: Glazing- Single pane window, fixed sash, clear, 43.7 1,167 0 1,659 1,659 I metal frame with break 11A. Door - Hallow Core 63 741 0 1,035 1,035 13AB -Oocb: Wall- Block, no blanket or board insulation, 1344.8 9,144 0 9,656 9,656 open core, brick finish 17B -31: Roof /Ceiling -On exposed beams, White or Light 481.4 349 0 363 363 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 17B -22: Roof /Ceiling -On exposed beams, White or Light 1114.6 1,087 0 1,434 1,434 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 116 3,421 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 21,198 0 28,466 28,466 People: 30 6,000 6,900 12,900 Equipment: 0 0 0 Lighting: 4092 13,954 13,954 Ductwork: 2,053 565 3,994 4,479 Infiltration: Winter CFM: 449, Summer CFM: 232 12,355 10,227 5,112 15,339 Ventilation: Winter CFM: 408, Summer CFM: 408 11,217 17,951 8,974 26,924 AED Excursion: 0 0 2,732 2,732 System 1 Load Totals: 46,823 34,743 70,051 104,794 CheplC t ky Supply CFM: 2,777 CFM Per Square ft.: 1.740 Square ft of Room Area: 1,596 Square ft. Per Ton: 138 Volume (ft') of Cond. Space: 18,596 Air Turnover Rate (per hour): 9.0 Total Heating Required With Outside Air: 46,823 Btuh 46.823 MBH Total Sensible Gain: 70,051 Btuh 67 % Total Latent Gain: 34,743 Btuh 33 % Total Cooling Required With Outside Air: 104,794 Btuh 8.73 Tons (Based On Sensible + Latent) 11.58 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. • All computed results are estimates as building use and weather may vary. • Be sure to select a unit that meets both sensible and latent loads. • • :e ••• •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • System 2 Summary Loads t� 5A: Glazing - Jalousie window only 207.7 6,588 0 16,620 Y.. 16,620 13AB -Oocb: Wall- Block, no blanket or board insulation, 458.7 3,119 0 2,670 2,670 open core, brick finish 1713-22: Roof /Ceiling -On exposed beams, White or Light 3744.3 3,651 0 4,089 4,089 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 48 1,416 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 14,774 0 23,379 23,379 People: 15 3,000 3,450 6,450 Equipment: 0 0 0 Lighting: 6820 23,256 23,256 Ductwork: 3,118 1,030 6,532 7,562 Infiltration: Winter CFM: 821, Summer CFM: 411 22,579 15,228 6,774 22,002 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: Q 0 9,026 9,026 System 2 Load Totals: 40,471 19,258 72,417 91,675 Cheri Fs 77777, -- Supply CFM: 3,293 CFM Per Square ft.: 0.879 Square ft. of Room Area: 3,744 Square ft. Per Ton: 465 Volume (fe) of Cond. Space: 49,275 Air Turnover Rate (per hour): 4.0 Total Heating Required With Outside Air: 40,471 40,471 Btuh 40.471 MBH Total Sensible Gain: 72,417 Btuh 79 % Total Latent Gain: 19,258 Btuh 21 % Total Cooling Required With Outside Air: 91,675 Btuh 7.64 Tons (Based On Sensible + Latent) f 8.05 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .... ... .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . • •• .. ... . . . ... . . a r Sys tem 3 Summary Loads 1B -cm: Glazing - Single pane window, fixed sash, clear, 14.1 397 0 1,374 1,374 metal frame no break 1A - cm - o: Glazing - Single pane, operable window, clear, 43.1 1,369 0 2,094 2,094 metal frame no break 13AB-0ocb: Wall- Block, no blanket or board insulation, 1085.9 7,384 0 7,797 7 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 785.1 569 0 592 592 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 82 2,419 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure; 12,138 0 11,857 11,857 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 2410 8,218 8,218 Ductwork: 629 267 1,248 1,515 Infiltration: Winter CFM: 107, Summer CFM: 64 2,935 2,818 1,409 4,227 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 3 Load Totals: 15,702 3,885 23,652 27,537 �fihe , Supply CFM: 1,075 CFM Per Square ft.: 1.370 Square ft. of Room Area: 785 Square ft. Per Ton: 299 Volume (f?) of Cond. Space: 6,406 Air Turnover Rate (per hour): 10.1 1 .. -.. , Total Heating Required With Outside Air: 15,702 Btuh 15.702 MBH Total Sensible Gain: 23,652 Btuh 86 % Total Latent Gain: 3,885 Btuh 14 % Total Cooling Required With Outside Air: 27,537 Btuh 2.29 Tons (Based On Sensible + Latent) 2.63 Tons (Based On 75% Sensible Capacity) 7 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .. ... . . . . . .. • • • • • • • • • • • •• ••• •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • 000 • • System 4 Summary Loads T r > ` �1A-rm-o Glazing- Singte pane,. operable window, 59.9 1,903 0 2,770 2,770 reflective, metal frame no break 1B-rm: Glazing - Single pane window, fixed sash, reflective, 47.4 1,340 0 1,170 1,170 metal frame no break 13AB -0ocb: Wall - Block, no blanket or board insulation, 633.4 4,307 0 3,687 3,687 open core, brick finish 176 -31: Roof /Ceiling -On exposed beams, White or Light 132 96 0 80 80 Color Asphalt Shingle, Any Woad Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 17B -22: Roof /Ceiling -On exposed beams, White or Light 993.7 969 0 1,085 1,085 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R - insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 75 2,212 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet sail Subtotals for structure: 10,827 0 8,792 8,792 People: 16 3,200 3,680 6,880 Equipment: 0 0 0 Lighting: 3069 10,465 10,465 Ductwork: 897 334 1,533 1,867 Infiltration: Winter CFM: 278, Summer CFM: 96 7,648 3,558 1,583 5,141 Ventilation: Winter CFM: 208, Summer CFM: 208 5,719 7,714 3,431 11,145 AED Excursion: 0 0 1,883 1,883 System 4 Load Totals: 25,091 14,806 31,367 46,173 b Supply CFM: 1,270 CFM Per Square ft.: 1.128 Square ft. of Room Area: 1,126 Square ft. Per Ton: 228 Volume (ft of Cond. Space. 11,511 Air Turnover Rate (per hour) 6.6 �---- Total Heating Required With Outside Air: 25,091 Btuh 25.091 MBH Total Sensible Gain: 31,367 Btuh 68 % Total Latent Gain: 14,806 Btuh 32 % Total Cooling Required With Outside Air: 46,173 Btuh 3.85 Tons (Based On Sensible + Latent) 4.94 Tons (Based On 75% Sensible Capacity) lUflfes ' 1 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I 000 • • • ••• • • System � Summary Loads Cornet Area a# �n To 1A-cm-o: Glazing - Single pane, operable window, clear, 164.9 5,237 0 16,102 16,102 , metal frame no break 13AB -0ocb: Wall- Block, no blanket or board insulation, 1291.1 8,779 0 9,271 9,271 open core, brick finish 17B -31: Roof /Ceiling -On exposed beams, White or Light 1898 1,376 0 1,431 1,431 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 104 3,068 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 18,460 0 26,804 26,804 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 3410 11,628 11,628 Ductwork: 2,365 670 3,466 4,136 Infiltration: Winter CFM: 439, Summer CFM: 232 12,065 10,221 5,110 15,331 Ventilation: Winter CFM: 408, Summer CFM: 408 11,217 17,951 8,974 26,924 AED Excursion: 0 0 1,592 1,592 System 5 Load Totals: 44,107 29,641 58,494 88,135 Chk , Supply CFM: 2,251 CFM Per Square ft.: 1.186 Square ft of Room Area: 1,898 Square ft. Per Ton: 192 Volume (fF) of Cond. Space: 15,488 Air Turnover Rate (per hour): 8.7 Syse io - - Total Heating Required With Outside Air: 44,107 Btuh 44.107 MBH Total Sensible Gain: 58,494 Btuh 66 % Total Latent Gain: 29,641 Btuh 34 % Total Cooling Required With Outside Air: 88,135 Btuh 7.34 Tons (Based On Sensible + Latent) 9.88 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. f k • • • • • • • • • • • I ••• i • • • ••• • f j • •• •• • • • •• •• f System j 6 Summary Loads �leq ^. ArCa w 1B -rm: Glazing- Single pane window, fixed sash, reflective, 177.2 5,006 0 8,350 8,350 metal frame no break 13AB -Oocb: Wall- Block, no blanket or board insulation, 602.7 4,099 0 4,328 4,328 open core, brick finish 1713-22: Roof /Ceiling -On exposed beams, White or Light 1451.7 1,415 0 1,868 1,868 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5 wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 78 2,301 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,821 0 14,546 14,546 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 1705 5,814 5,814 Ductwork: 1,628 514 1,932 2,446 Infiltration: Winter CFM: 610, Summer CFM: 305 16,763 13,413 6,705 20,118 Ventilation: Winter CFM: 408, Summer CFM: 408 11,217 17,951 8,974 26,924 AED Excursion: 0 0 1,357 1,357 System 6 Load Totals: 42,429 32,678 40,248 72,926 Cheek Figdres Supply CFM: 1,422 CFM Per Square ft.: 0.979 Square fL of Room Area: 1,452 Square ft. Per Ton: 133 Volume (ft of Cond. Space: 15,243 Air Turnover Rate (per hour): 5.6 Total Heating Required With Outside Air: 42,429 Btuh 42.429 MBH Total Sensible Gain: 40,248 Btuh 55 % Total Latent Gain: 32,678 Btuh 45 % Total Cooling Required With Outside Air: 72,926 Btuh 6.08 Tons (Based On Sensible + Latent) 10.89 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. E I . ...... %: . .. ... .. . . . .. . .... ... .. .. . 0.0 . . • . • . . . .. . . . . . . . . ... .. . V: I . .. .. 0 . .. .. d . System 1 Zone ?Summary �_oa � y ads (Average Load Procedure for Rooms) ■ Cornppn Ga4�i.:- 1A -cm-o: Glazing- Single pane, operable window, clear, n 45.5 j 1 f 0 3,854 3,854 metal frame no break 5A: Glazing - Jalousie window only 121.1 3,843 0 10,465 10,465 1B-cb: Glazing - Single pane window, fixed sash, clear, 43.7 1,167 0 1,659 1,659 metal frame with break 11A: Door - Hollow Core 63 741 0 1,035 1,035 13AB -Oocb: Wall- Block, no blanket or board insulation, 1344.8 9,144 0 9,656 9,656 open core, brick finish 176 -31: Roof /Ceiling -On exposed beams, White or Light 481.4 349 0 363 363 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 1713-22: Roof /Ceiling -On exposed beams, White or Light 1114.6 1,087 0 1,434 1,434 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5' wood plus R -21 to R -23 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 116 3,421 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 21,198 0 28,466 28,466 People: 30 6,000 6,900 12,900 Equipment: 0 0 0 Lighting: 4092 13,954 13,954 Ductwork: 2,053 565 3,914 4,479 Infiltration: Winter CFM: 449, Summer CFM: 232 12,355 10,227 5,112 15,339 System 1, Zone 1 Load Totals: 35,606 16,792 58,346 75,138 Supply CFM: 2,777 CFM Per Square ft.: 1.740 M Square ft. of Room Area: 1,596 Square ft. Per Ton: 185 Volume (ft of Cond. Space: 18,596 Air Turnover Rate (per hour): 9.0 Total Heating Required: 35,606 Btuh 35.606 MBH Total Sensible Gain: 58,346 Btuh 78 % f Total Latent Gain: 16,792 Btuh 22 % Total Cooling Required: 75,138 Btuh 6.26 Tons (Based On Sensible + Latent) I 8.63 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • • • • •• . .. . . . . ... . • . . . ••• * .. ... .. . . . . . . . . . . . . .... . .. .. .. • •• •• • • • •• •• ••• • • • ••• • • r la w � rn i F. , :�;. C System 2, Zone 1 Summary L oads 'A Load P r oce dure for Rooms) c�grfient x A !p# >c 5A: Glazing - Jalousie window only 207.7 6,588 0 16,620 16,620 13AB -Oocb: Wail - Block, no blanket or board insulation, 458.7 3,119 0 2,670 2,670 open core, brick finish 17B -22: Roof /Ceiling -On exposed beams, White or Light 3744.3 3,651 0 4 4,089 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 48 1,416 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 14,774 0 23,379 23,379 People: 15 3,000 3,450 6,450 Equipment: 0 0 0 Lighting: 6820 23,256 23,256 Ductwork: 3,118 1,030 6,532 7,562 Infiltration: Winter CFM: 821, Summer CFM: 411 22,579 15,228 6,774 22,002 S ystem 2, Zone 1 Load Totals: 40,471 19,258 63,391 82,649 f Frgt ! z ? Supply CFM: 3,293 CFM Per Square ft.: 0.879 a .. I Square ft. of Room Area: 3,744 Square ft. Per Ton: 513 } Volume (ft) of Cond. Space: 49,275 Air Turnover Rate (per hour): 4.0 Total Heating Required: 40,471 Btuh 40.471 MBH Total Sensible Gain: 63,391 Btuh 77 % Total Latent Gain: 19,258 Btuh 23 % Total Cooling Required: 82,649 Btuh 6.89 Tons (Based On Sensible + Latent) 7.29 Tons (Based On 75 % Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1 i i i r 1 • •• • • • • ••• • r • • • • • • • • • • • • • • • • • • • • i f i • • • • • • • • 3 • • • • • • • • • • ••• • • • ••• • • ..._...._.__. _ now System 3, Zone 1 Summary Loads (Average Load Procedure for Rooms) �nt Arm o #a# L � 1 B -cm: Glazing- Single pane window, fixed sash, clear, 141 397 f 0 1,374 1,374 metal frame no break 1A -cm -o: Glazing- Single pane, operable window, clear, 43.1 1,369 0 2,094 2,094 metal frame no break 13AB -Oocb: Wall- Block, no blanket or board insulation, 1085.9 7,384 0 7,797 7,797 open core, brick finish 17B -31: Roof /Ceiling -On exposed beams, White or Light 785.1 569 0 592 592 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -.Slab on grade, No edge insulation, no 82 2,419 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,138 0 11,857 11,857 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 2410 8,218 8,218 Ductwork: 629 267 1,248 1,515 Infiltration: Winter CFM: 107, Summer CFM: 64 2,935 2,818 1,409 4,227 System 3, Zone 1 Load Totals: 15,702 3,885 23,652 27,537 Supply CFM: 1,075 CFM Per Square ft.: ' 1.370 Square ft. of Room Area: 785 Square ft. Per Ton: 299 Volume (ft of Cond. Space: 6,406 Air Turnover Rate (per hour): 10.1 Zone Laa� r �' Total Heating Required: 15,702 Btuh 15.702 MBH Total Sensible Gain: 23,652 Btuh 86 % Total Latent Gain: 3,885 Btuh 14 %Q Total Cooling Required: 27,537 Btuh 2.29 Tons (Based On Sensible + Latent) T 2.63 Tons (Based On 75% Sensible Capacity) otes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. i Be sure to select a unit that meets both sensible and latent loads. f � . .. . . . . ... . .. ... .. . . . .. . • . . . ••• .... ... .. . . . . . . . . . . . . . • . • • . . . . .. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E - � System 4, Zone 7 Summary loads (Average Zoad Procedure for Rooms) P l�e`SC, � :"ter' • '. � *� " v' {''* 'r g kx`4 ' k�` 1A - rm - o: Glazing- Single pane, operable window, 59.9 1,903 0 2,770 2,770 reflective, meta! frame no break 1B-rm: Glazing - Single pane window, fixed sash, reflective, 47.4 1,340 0 1,170 1,170 metal frame no break 13AB -Oocb: Wall - Block, no blanket or board insulation, 633.4 4,307 0 3,687 3,687 open core, brick finish 17B -31: Roof /Ceiling -On exposed beams, White or Light 132 96 0 80 80 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 17B -22: Roof /Ceiling -On exposed beams, White or Light 993.7 969 0 1,085 1,085 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5 wood plus R -21 to R -23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 75 2,212 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 10,827 0 8,792 8,792 People: 16 3,200 3,680 6,880 Equipment: 0 0 0 Lighting: 3069 10,465 10,465 Ductwork: 897 334 1,533 1,867 Infiltration: Winter CFM: 278, Summer CFM: 96 7,648 3,558 1,583 5,141 System 4, Zone 1 Load Totals: 19,372 7,092 26,053 33,145 Check Figures T � -� Supply CFM: 1,270 CFM Per Square ft.: 1.128 Square ft. of Room Area: 1,126 Square ft. Per Ton: 307 Volume (ft) of Cond. Space: 11,511 Air Turnover Rate (per hour): 6.6 Total Heating Required: 19,372 Bwn 19.372 MBH Total Sensible Gain: 26,053 Btuh 79 % Total Latent Gain: 7,092 Btuh 21 % Total Cooling Required: 33,145 Btuh 2.76 Tons (Based On Sensible + Latent) 3.67 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .. ... .. . . . .. • . . . ••• .... ... .. . • • • • • • • • • •• 4 ... . . 0 . 0 ... . . vsui a° �; System 5, Zone I Summary Loads (Average Load Procedure for Rooms) 1A -cm-o: Glazing- Single pane, operable window, clear, 164.9 5,237 0 16,102 16,102 metal frame no break 13AB -Oocb: Wall- Block, no blanket or board insulation, 1291.1 8,779 0 9,271 9,271 open core, brick finish 1713-31: Roof /Ceiling -On exposed beams, White or Light 1898 1,376 0 1,431 1,431 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R -30 to R -32 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 104 3,068 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 18,460 0 26,804 26,804 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 3410 11,628 11,628 Ductwork: 2,365 670 3,466 4,136 Infiltration: Winter CFM: 439, Summer CFM: 232 12,065 10,221 5,110 15,331 System 5, Zone 1 Load Totals: 32,890 11,691 47,928 59,619 f1g'es.. Supply CFM: 2 CFM Per Square ft.: 1.186 * I Square ft. of Room Area: 1,898 Square ft Per Ton: 269 Volume (ft of Cond. Space: 15,488 Air Turnover Rate (per hour): 8.7 forte �s Total Heating Required: 32,890 Btuh 32.890 MBH Total Sensible Gain: 47,928 Btuh 80 % Total Latent Gain: 11,691 Btuh 20 % Total Cooling Required: 59,619 Btuh 4.97 Tons (Based On Sensible + Latent) 7.05 Tons (Based On 75% Sensible Capacity) Notes 3 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I .. ... . . . . . • • •• . .. . . . . ... . • • . • .... ... .. . • • • • • • • • • • • • ••• • • • 00 . ..... . .... 00 Sy ste m 6, Z S ummary , I oads (Average Load Procedure for Rooms) �car��t 1B-rm Glazing - Single pane window, fixed sash, reflective, 177.2 5,006 0 8,350 8,350 metal frame no break 13AB -Oocb: Wall- Block, no blanket or board insulation, 602.7 4,099 0 4,328 4,328 open core, brick finish 1713-22: Roof /Ceiling -On exposed beams, White or Light 1451.7 1,415 0 1,868 1,868 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, 1.5" wood plus R-21 to R23 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no 78 2,301 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 12,821 0 14,546 14,546 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 1705 5,814 5,814 Ductwork: 1,628 514 1,932 2,446 Infiltration: Winter CFM: 610, Summer CFM: 305 16,763 13,413 6,705 20,118 System 6, Zone 1 Load Totals: 31,212 14,727 29,917 44,644 Cheek F �� Supply CFM: 1,422 CFM Per Square ft: 0.979 Square ft of Room Area: 1,452 Square ft. Per Ton: 199 Volume (ft of Cond. Space: 15,243 Air Turnover Rate (per hour): 5.6 _____ Total l"le8tin R g equred. 31,212 Btuh 31.212 MBH Total Sensible Gain: 29,917 Btuh 67 % Total Latent Gain: 14,727 Btuh 33 % Total Cooling Required: 44,644 Btuh 3.72 Tons (Based On Sensible + Latent) 7.30 Tons (Based On 75 ° fo Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i . . . .. . ...... . . . . . • . . . . . . . . . . .. . .. . .. . . . .. .. . . ; Mw System 9 Room Load Summary 1 Spinning 481 13,564 176 7 -7 488 19,171 7,484 912 912 2 Aerobics Room 1,115 22,042 286 15 -7 465 39,174 9,308 1,865 1,865 Ventilation 11,217 8,974 17,951 AED Excursion 2,732 System 1 total 1,596 46,823 463 70,051 34,743 2,777 2,777 System 1 Main Trunk Size: 22x22 in. Velocity: 884 ft. /min Loss per 100 ft.: 0.058 in.wg E21 Ca ©alt System Summary C� �s�t nt t ambit < a+ns. s pF�t • ` . A a. Net Required: 8.73 67 % /33% 70,051 34,743 104,794 Recommended 11.58 75%/25% 104,228 34,743 138,971 Heatinq System Coolinq System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 t l .. ... .. . .... .... ... .. . .... ... .. . . ... . ..... . . . . . . . . . • •• . ..... . ... . 06 60 • • . .. 10 • x System 2 Room Load Summary - --ZOne 1--- 3 Gym 3,744 40,471 526 26 -7 474 63,391 19,258 3,293 3,293 AED Excursion 9,026 System 2 total 3,744 40,471 526 72,417 19,258 3,293 3,293 System 2 Main Trunk Size: 24X24 in. Velocity: 893 ft. /min Loss per 100 ft.: 0.053 in.wg Codgn1 Sd�y, Coaling ens�lte�tt ��le Total Tdns Bu ." Net Required. 7.64 79 %/21% 72,417 19,258 . 91,675 Recommended: 8.05 75%/25% 72,417 24,139 96,556 Heating System Coolinq_System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh .. ... .. . . . .. . .. . . . . ... . .. ... .. . . . .. .... ... .. . .... ... .. . .... . .. .. .. .... ....... . . . . . ... . . . . ...... . .... ... . . . ... . . System 3 Room Load Summary � 7 77 • ! 3 �ir� ! ny w M- - --Zone 1--- 4 Bathrooms 785 15,702 204 9-6 609 23,652 3,885 1,075 1,075 System 3 total 785 15,702 204 23,652 3,885 1,075 1,075 System 3 Main Trunk Size: 14x16 in. Velocity: 770 ft. /min Loss per 100 ft.: 0.074 iin.wg AAW "'. - t k 47S'++D�FI . l .r.7Ga4# X1 t ' } * k �` T,• ' { Net Required: 229 86%/14% 23,652 3,885 27,537 Recommended: 2.63 75% /25% 23,652 7,884 31,536 �ipmentt�f�ta Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 1 .. ... . . . . . .. . .. . . . . ... . • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • •• •• • r • •• •• ••• • • • ••• • • 4�+� " S.4 yry 7 Y. System 4 Room Load Summary - --Zone 1-- 5 Martial Arts Office 132 5,788 75 3 -7 502 8,257 1,176 403 403 6 Martial Arts 994 13,584 176 7 -7 464 17,796 5,916 868 868 j Ventilation 5,719 3,431 7,714 AED Excursion _ 1,883 System 4 total 1,126 25,091 252 31,367 14,806 1,270 1,270 System 4 Main Trunk Size: 16x17 in. Velocity: 719 ft. /min Loss per 100 ft.: 0.055 in.wg Y _ {fig .Ststerrl Net Required: 3.85 68%/32% 31,367 14,806 46,173 Recommended: 4.94 75%/25% 44,417 14,806 59,222 j Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh i • • • • • • • i • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• fnggxl e, System 5 Room Load Sum —Zone 1-- 7 Offices 1,898 32,890 427 18 -7 468 47,928 11,691 2,251 2,251 Ventilation 1 1,217 _ 8,974 17,951 AED Excursion 1,592 ........................... .. System 5 total 1,898 44,107 427 58,494 29,641 2,251 2,251 System 5 Main Trunk Size: 20x21 in. Velocity: 853 ft. /min Loss per 100 ft.: 0.060 in.wg Coal n ys' erg S-U, OR otin Ssib3efLpt ale meet Tc�taf Net Required: 7.34 66%/34% 58,494 29,641 88,135 Recommended: 9.88 75 88,924 29,641 118,566 �1�q�iprenf ##� i Heating System Cooling System Type: f Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh •• ••• •• • • • •R • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• P ill g S [[ System 6 Room Load Summary � R k Area `errs° • ftFk may. J 1 3 —Zone 1--- 8 Free Weights/ 1,452 31,212 405 11 -7 484 29,917 14,727 1,422 1,422 Waiting Room i Ventilation 1 8,974 17,951 AED Excursion 1,357 System 6 total 1,452 42,429 405 40,248 32,678 1,422 1,422 System 6 Main Trunk Size: 16x17 in. Velocity: 805 ft. /min Loss per 100 ft.: 0.069 in.wg Cooling 5ierr► a� Caoltng 7, Net Required: 6.08 55%/45% 40,248 32,678 _ 72,926 Recommended: 10.89 75% /25% 98,033 32,678 130,711 Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh •• . . . • • • . . • •. .. . . •. . • . . .. • 0 0 , ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •• ••• • w • ••• • • MIAAM MIAM DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33I30 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade aov/buldinncode Prodex 330-4060 Man International Alajuela, Costa Rica SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade Coum)') and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke th is acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Prodex Reflective Insulation. APPROVAL DOCUMENT: Drawing No.D- 1147020220 -1, Sheet 1 of 1, titled " Prodex Reflective Insulation, Double Furring Strip Application!, dated l2/28/0 I, with no revision, prepared, signed and sealed by David W. Yarbrough, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IlKPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fallowing statement: ' Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA steal f be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0717.07 and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. iDtrera, • • • • MIAMr NOA No: 07- 1205.01 • Expiration Date: December 5, 2012 A . xkpprov al D#V i February 7, 2008 ' /J 7 •'. • . • ; • : Page 1 • • f , N1 i 4 3 1 PRODEX REFLECTIVE INSULATION DESCRIPTION D A TYPICAL INSTALLATIO THIS IS PROD0 REFLE INSULATION FOR INTERIOR Use ON V ALLS IN WALL CAVITIES, CRAWL SPACE APPLICATIONS AND IN BASEMENT APPLICATIONS. PRO11EX D CONSISTS OF POLYETHYLENE (314M THICK) FOAM CORE WITH FML ON BOTH SIDES. NOMINAL 1' X 2' INSULATION PROPERTIES FURRING STRIPS PRODEX DESCRIPTION TEST RESULTS UNITS REFLECTIVE EMITTANCE ASTM —MS71 0.05 AT 70' INSULATION THERMAL PEWM04ANCE UP L Sox MW i 10i e• F 133B AL HR. U C C :.; 0 IIELAMINA AMINATION • .. • . e • �" A THERMAL PERFORMANCE ASTM -C976 81 HR$� •F • • f • • • ;1 +• g ? ' ; FOAM CORE PROPERTIES • 4 444• • • 4444 B • DESCRIPTION TEST RESULTS f UNITS B • • • FLASH IGNITI ASTM 111999 1 7884E I - ---- �NY » `n+l,''•�:u;;wlsh ht • • • • • SPONTANEOUS IGNITION ASTM 81989 1 786'i iv?7 "l L'w *; q e C �« • • I�if:I'rI M • INTERIOR FINISH 19 A :� ��.r osaca�I .. JJ t •" •• 5/16" STAPLES • • • bN 2' SPACING �. YAM. COSTAxRICA A HEAT TRWIIM BLOCK WALL APPLICATION USING ,Q AE REF E j% INS LA m N A DOUBLE FURRING STRIPS j4ua W� d" w" E UR G S I L ATICN 1(r•ner ae- ea -eoaa D- 11470$0820 -1 1 I OU mm 1- DF a 4 3 2 1 Prodex NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing NoM- 1147020220 -1, Sheet i of 1, titled "PRODEX REFLECTIVE INSULATION, DOUBLE FURRING STRIP APPLICATION," dated 12/28/01, with no revision, prepared, signed and sealed by David W. Yarbrough, P.E. (Evidence Submitted under NOA # 02- 0717.07) B. TESTS Laboratory Test Date Signature 1. Omega 15498- 109773 ASTM D1929 10/31/01 J. W. Dougherty, PE. 2. RDS01009 ASTM D3310 12111/01 D. W. Yarbrough, PE. 3. RDS01007 ASTM C 1224 12/11/01 D. W. Yarbrough, PE. 4. RD No number ASTM E -96 ' 10/24/01 D. W. Yarbrough, PE, 5. RDS01008 ASTM C -1224 12/11/01 D. W. Yarbrough, PE. 6. Omega 15498- 109357 ASTM E -84 08/28/01 J. W. Dougherty, PE. 7. RD No number ASTM C -1338 09/17/01 D. W. Yarbrough, PE. & RDS01005 ASTM C 1371 12/11/01 D. W. Yarborough, PE (Evidence Submitted under NOA # 02- 0717.07) C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Code compliance letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 2. No- Financial Interest letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 3. Distributor Agreement prepared by Sergio Luconi from Productos de Espuma. S.A. and Elmer L. Cook from Energy Conservation Distributors, Inc. and properly notarized. (Evidence Submitted under NOA # 02- 0717.07) G. OTHER 1. No change letter issued by Prodex, dated 11/30/07, signed by Ser Luconi. • .. f • • • • • . . : :.: • Carlos . Utrera, P.E. • • • • • • : kr+ct Control Examiner NOA No 07- 1205.01 Expiration Date: December 5, 2012 • • ' Apprgral Dale: February 7, 2008 E -0f. ' •• ... . so Tempra 24 Stiebel - Eltron Tanktess Water Heater, Tankless Water Heaters Page l of 1 }- Tanktess Water Heaters a Tankless Water Heaters i All Products i Why Tanktess? I The competition I Resources i Warranty t FAQ's t Help i Contact Product Search Questions? Gall big told -free Tempra 24 Stiebel - Eltron Tanktess Water Heater Products Ali Products - Tanktess Water Heaters ■ Tanktess Water Heaters ■ Shower Heads --- Tempra 24 Stiebel - Eltron Tankless ■ Tanktess installation Water Heater Accessories a Tanktess Replacement Parts List Price:5S *" r You Save: Help Center ' Price: $529.99 ■ Why Go Tanktess Quantity: 1 ■ Shower Heads Guide ' a Frequently Asked Questions . ' _ ■ Live Help (Chat Live) My Account s El 0 Email a Friend 0 Ask a Question - 93 Price Match 0 Printable Page ■ View Cart ■ My Account a Login ■ Create Account ----------- - ---- •-------- --- --- - -- -- ---- Download Brochure % Download Installation Manual ...... _._..__._- ........ ..... ............_..-....,_- ...__... We welcome YPSA E.3[ out ?ra. The Tempra' continually Meats water instantaneously as you require it - and only when you require it. The Tempral unit completely replaces a conventional tank beater with no disruption to your comfort and hot water needs. Recommended Use • For homes with high demand for hot water using one to two major applications at the same time • To quickly fill large tubs. Roman tubs, garden tubs, jacuzzi, etc • For homes in the Northern part of the country with colder weather Tem erature Rise Chart ° Fahrenheit Flow Rate 1 1.0 GPM 1.5 GPM 2.0 GPM 1 2.5 GPM 1 3.0 GPM 3.5 GPM 4.0 GPM Temp Rise 164° 109° 82° 66' 55° 47° 1 41' Notes: GPM - Gallons per minute. Degrees ( °) Fahrenheit Values are approximate. Enery Requirements Breakers & Wire Max kW W 28V / 240V Volts Max AMP C• 28V ! 240V 2 x 60 / 2 x 6 AWG (2`1 type, 2 hots +ground) 18 kW / 24 kW 28V /240V 88/100 Notes: Ratings above using standard 240 Volts. Higher voltage will increase power, just as lower voltage will have the reverse effect. When installing, dick specifications on writ used. Voltage, amperage, breaker and wire size may vary depending on local electrical standards. consult your local professional for guidance. Technical Specifications (Specs) r Brochure /Specifications Sheet I m Installation Manual Dimensions: 14.56"W x 14.50"H x 4.64"D Weight: 18 Lbs Water Connections: 3/4" Water Pressure Voltage: 208 ! 40 (Max): 150 psi . 0* • •: : : • • • • • • Min. Flow Rate (Activation): 0.58 GPM • • • 0 • • 0 � 0 0 � * Manufacturer's Warranty 3 Years • • • • : • : • • • • : • • • 02004 -2008 Titan Tanktess Water Heaters. Use of this website signifies your agreement to the Terms d# Use. f f ivacy Poli�. • • • • • • • • ••• •• • • •• • bt.t.n://www.t.itanheat ; • • • • • • 10/2/20OR 561697614 ` 04:27 :09 P.M. 09 -02 -2008 2/7 2W1 Bldg. -5 ton SePtemiw OZ 2008 Unit Dimensions - Unitary Cooling rooftop Units Item: Al Qtr. 4 TOP PANEL EVAPORATOR NDENSER FAN SECTION ACCESS PANEL CONDENSATE DRAM (ALT) a 3IC -14 NPT DAL HOLE CONDENSER CpB. 4 V2' 238/18" CONTROL WIRE 778' DIA. HOLE 42 t /ti' ERVICE GAUGE PORT ACCESS 13'8" DIA HOLE POWER WIRE AND COMPRESSOR ACCESS PANEL " ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) 35ff6' 112' ISOMETRIC- PACKAGED COOLING � - 1a 9 i /4' 15 43/i8' 18' SUPPLY 24' RETURN O THROUGH THE BASE ELECTRICAL UNIT HEIGHT (A) (AEQUTAES FACTORY INSTALLATION 3.6 TONS STANDARD EFf3C1ENCY 321/4' 213/18' 3-4 TONS HIGH EFFICIENCY 321/4' 364' 15 TON HIGH EFFICIENCY 38 V4' 41/8• THROUGH THE BASE 4 7/8' 23 t/E• CONDENSATE 51/16' AIR FLOW DOWNFLOW- PENETRATION At 7 A RETURN 23114' • • • • , , HORIZONTAL SUPPLY 14314' % 114 • • • AIR FLOW 4' fbiB• 55}8 • 171/4' 87/8' • • • • • • • • 6971 , • , • • 5>9�18 , • • • •� • • •• • 441A' HORIZONTAL - PENETRATION • RIGHT- PACKAGED COOLING 5616978774 04:27:38 p.m. 09 -02 -2008 317 2061 Bldg. -5 ton SepteMbW M 2008 Unit Dinwnslons - Unitary Cooling Rooftop Units item: Al City: 1 0 SUPPLY RETURN 3t4 -14 NPT DRAIN CONNECTION 289118• �1/4• ISOMETRIC -PACKAGEQ : �•� 5616978714 04.27:57 p.m. 09 -02 -2008 417 2061 Bldg. -5 ton September 02, 2006 Unit Dimensions - Unitary Cooling Rooftop Units Item: Al Qty .- 1 'ELECTRICAL / GENERAL DATA 'GENERAL (2x494 Tort: THCOWA UnO0Peradu9 Voltage: 187 -233 Unit Primary Votage: 208 Uri Secondary Voltage 230 unh Hens 80 L %h Phaw 3 Standard motor I hmum CIwA Ampadry: 29.6 Maximum Fuse Size: 45A Maximum (HACR) (n=* Breaker. 45,0 INDOOR MOTOR COMPRESSOR Ckwk 112 OUTDOOR MOTOR Surd Motor Number: 1 Number. 1 Number mber: 1 Horsepower: 4.5 Horsepower: 0.33 Horsepower. 1.0 PhasB: 3 Motor Speed (RPMk 1115 Motor Speed (RPM): 3450 Razed Load Amps: 17.4 Phase: 1 Phases 3 Locked Rdor Amps: 124.0 Rated load Amps: 2 .0 FuN Load Naps: 5.0 Lodced Rotor Amps: 8.9 Lodced Rotor Amps.: 322 FILTERS REFRIGERANT (2) Type R-22 Type: Throwaway Furnished: Yes FadoryChaw Number 2 Cho St Mb Recommended 20' Gftl' Cirdt 02 WA NOTES: 1. Matdmum (HACR) MwA Breaker siring is far canons in the United Stases only. 2. Rekigerera charge Is an epproidmate vahre. Fora more pnwise value, we unit nemepWe and service inab c iena. 3. Value does not indude Power Exbaust Accessory. 4. Valle ktdudes oversized motor. 6 Value does not tndade Power Exhaust Accessory. & EER is rated at ARt c ondWona and in accordance with DOE test procedures. 6 •• ••• i : ••• • • •• • • ••• • • • •• i • • • i • • ••• •• • • •• • 5616978714 04:28:09 p.m. 09 -02 -2008 517 2061 Bldg -5 ton September 02, 2008 Weight, Clearance & Rigging Diagram - Unitary Cooling Rooftop Units Rem: Al Oty:1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER MOTORIZED OUTSIDE AIR DANDER C D MANUAL OUTSIDE AIR DAMPER 16.0Ib BAROMETRIC RELIEF OVERSQED MOTOR BELT DRIVE MOTOR 0 POWER EXHAUST HEATER THROUGHT THE BASE ELECTRIGAL(FIOPS) B.OIb UNIT MOUNTED CIRCUIT BREAKER (FLOPS) UNITMOUNTEDDISCONNECT(FIOPS) S.Olb POWERED CONVENIENCE OUTLET ( FOPS) 36:011) HINGED DOORS MOPS) 10.0.1) B A CORNER WEIGHT HAILGUARD SMOKE DETECTOR, RETURN SMOKE DETECTOR, SUPPLY 5.06 NOVAR CONTROL DEHUMIDIFICATION (HOT GAS REHEAT) COIL ROOF CURB BASIC UN WEIGHTS CORNER WEIGHTS CENTER OFGRAVITIY SHIPPING I NET Q 167.01b Q 130.011) (E)LENGHT (F)WIDTH 846.011) 557.0 I1) O 135 011) O 125 0IE 31' 19' NOTE: I. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 UBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 IBS. 1 • • • • • • ••• • E m F • ••• RIGGING AND CENTER OF GRAVITY • 5616978714 04:28:41 p.m. 09 -02 -2048 617 2061 Bld9. -6 ton September 02.2008 Weight, Clearance & Rigging Diagram - Unitary Cooling Rooftop Units Item: Al Oty:1 GLEARAwE Fftom TOP OF UNR :r CLEARANCE 38' CLEARANCE 48' C) SUPPLY RETURN CLEARANCE 36' CLEARANCE 37' PACKAGED COOLING CLEARANCE ROOF OPENING — I i UNlT OUTLINE ar � as ire• 1 3/ 16* g o o ' • •.: ..' • • . . . 0 SOW RQOF OPCAttILt3� :. 5616978ft4 04:29:01 p.m. 09 -02 -2008 7i7 2061 Bldg. -S ton September 02, 2008 Trace Now Equipment Terms and Condidons reasonable attameys' fees, resulting from death or bodily injcuy or damage to rest 1. Acceptance and Prices. These terms and conditions are an integral part of Trane or tangible personal property, to the extent caused by the negligence or misconduct U.S. Inc. ('Selier')'s firm otter and form the basis of any agreement resulting from of their respective employees or other authorized agents in connection with their Setter's proposal. The propose! Is subject to soceptence within thirty days from its activities wMhin the scope of this Agreement. Neither party shall Indemnity the other date, and the prices are subject to change without notice prior to acceptance by the against dalms, damages, expenses or NabUss to the extent attributable to the party to whom this offer is made. or its authorized agent ( "Buyer"). Following negligence or misconduct of the other party. The duty to Indemnity wig continue In acceptance without additcn of any other terms and conditions of sale or any other fug farce and effect, notwithstanding the expiration or early termination hereof, with modification by Buyer, the paces staid are firm provided that nolg catonoof release for respect to any claims based on facts or conditions that occurred pri or to expiration immediate production and shipment Is received at Seller's factory not later than three or termination. months from order receipt. It such release Is received later than three months from 7. Insurance. Seger agrees to maintain the following insurance during the term of order recelpt date, prices will be increased a straight 1 % (not compounded) for each the contract with limits not Tess than shower below and wifi, upon request from one - month period (or part theaeot) beyond the three -month firm price period up to the Buyer, provide a Certificate of Insurance evidencing this coverage. date of recut of such release. If such release Is not received within six months after Commercial General Liability SZ(XI0.004 per occurrence the date of order receipt, atSeftes option, the order may be cancelled by Seger. Any Automobile LW) ft $2,400 CSL delay in shipment caused by Buyer's actions will subject prices to Increase squat to the workers Compensation Staluk" Limits percentage increase in Lou prices during that period of delay. In no event wilt prices be in the event Seger agrees to name Buyer or others as an additional insured. Seger decreased. will do so but only under its primary Commercial General Liability policies to the Acceptance will have occurred if Buyer, signs Seller's proposal, Issues written order extent of the indemnity obligation assumed herein. In no event does Seger waive pursuant to submission of proposal; or pomnits or accepts performance, or other its right of subrogation. commercilagy reasonable manner. if Buyers order i9 an acceptance of Seller's e. LisbiNty Disclaimer. NOTWITHSTANDING ANY PROVISION TO THE proposal. Seller's return of suchorderwwith these terms and condigons attached serves CONTRARY, IN NO EVENT SHALL SELLER BE LIABLE FOR ANY SPECIAL, as an acknowledgement and confirmation of receipt of ordet if order is expressly INCIDENTAL, CONSEQUENTIAL (INCLUDING WITHOUT LtMFrATiON LOST conditioned upon Setter's acceptance or assent to terms other than those expressed REVENUE OR PROFITS}. OR PUNITIVE DAMAGES. This exclusion applies herein, return of order by Seger width these terns and conditions attached serves as regardless of whether such damages are sought based on breach of warranty, notice of objection to such terms and a counter -offer to provide equipment in breach of contract, negligence. stria Ilabi#rty in kut, or any other legal theory. accordance with scope and terns of the original proposal. If Buyer does not rejector Should Soler nevertheless be found liable for any damages they sthnii be limited to object within fen days, counter -offer will be deemed accepted. it Buyer permits or the purchase price of the equipment under the order. SELLER DISCLAIMS ANY accepts performance, such temps will be deemed accepts& in order for Seller's LIABILITY FOR DAMAGES OF ANY KIND (WHEMR DIRECT OR INDIRECT) acknowledgement of order to be valid it must be made at th4 corporate level. ARISING FROM MOLD, FUNGUS, BACTERIA, MICROBIAL GROWTH, OR ANY • 2- Performance. Seger shall be obligated to furnish only the goods described in OTHER CONTAMINATES OR AIRBORNE BIOLOGICAL AGENTS. Seller's proposal, and submittal data (it such data is Issued in connection with this S, Patent Indemnity. The Seiler shalt protect and indemnity the Buyer from and order), and Seger may rely on the acceptance of proposal and submittal data as against all claims, damages, judgments and loss arising from infringement or acceptance of the suitsblifty of the equipment for the particular project Seller's duty to alleged Infringement of any United States patent by any of the articles or material perform under any order and the price thereof is dependent upon Seaters corporate delivered hereunder, provided that in the event of suit or threat of suit for patent approval of the cater and Setter shall riot be responsible for delays In contract infringement. Seller shag promptly be notified and given fug opportunity to negotiate formation caused by inclusion of new or different terms by Buyer, or delays in credit a settlement. Seller does not warrant against infringement by (sum of Buyers approval due to delayed or Incomplete credit Information by Buyer. Sailers duty to design of the articles or the use thereof in aombinallm with other materials or in the perform is contingent upon the non- occurrence of an Event of Force Majeurs. if ft operation of any process. In the event of ton ilia Buyer agrees to reasonably order is not approved at the corporate level. Seger may elect to delay performance or cooperate with Seiler. In connection with any prooaeding tauter the provisions of to renegotiate with Buyer. If Seger and Buyer are unable to agree on revised prices or this Artde all parties concerned shag be entitled to be represented by counsel at terms, the order maybe canceled without any gabgl#y. If Seiler shall be unable to carry theI own expense. out any material obligation wader this Agreement date to an Event of Force Majeure, 10. Shipment Dates. Shipment dates are estimates onty. No valid contract may this Agreement shag at Sailers electors (i) remain in effect but Sellers obligations shag be made to ship within or at a speared time unless in waiting, signed by an be suspended until the uncontrollable event terinates or (a) be terminated upon ten authorized signatory of Sager. Shipments shag be fob. factory or warehouse at (10) days notice to Buyer, in which event Buyer shall pay Seier for all parts of the Work named shipping point with tie and risk of loss passing to Buyer upon delivery to the furnished to the date of termination, An - Event of Farce MajeuW shalt mean any carriec cause or event beyond the control of Seger. Without limiting the foregoing, 'Event of 11. Cancelfation. 8, following acceptance of proposal by Buyer, all or any portion Force Majeue" includes: acts of God; aft of terrorism, war or the public enemy; flood; of the resulting order is canceled by Buyer without default on the part of Sager or earthquake; tornado; storm: tire; civil disobedience; pandemic insurrections; rots; without Sellers written consent. Buyer shag be liable to Seller for cancellation labor disputes; labor or material shortages; sabotage; restraint by court order or public charges including but not limited to Sellers incurred costs and such profit as would authority (whethervard or Invalid); and action or non- adior, by or inability to obtain or have been realized by Seger from the transaction had the agreement not been keep In force the necessary governmental authorizations, permits, licenses, breached by Buyer. certificates or approvals if riot caused by Seger, and the requirements of the United 12. Payment Payment terms are 100% net 30 days of shipment unless otherwise States Government in any manner that diverts either the material or the finished expressly agreed to in writing by Seller. Sager reserves the right to add to any product to the dirwA or indirect benefit of the Government account outstanding for more than 30 days a service charge the lesser of 1-112% of 3. Taxes. To the prices and terms quoted, add any manufacturers gross receipts, the primctpel amoum due at the and of each month, or the maximum allowable legal sales, or use tax, Federal, State, or Locai. payable on I•we transaction under any interest rate. Buyer shag be gable to Seger for all collection expenses, Including applicable statute, code, or regulation. reasonable attorrieft fees and court costs, incurred by Seller in attempting to 4. Warranty and Liability. Sellers warranty obligation s limited to the following: collect any amounts due from Buyer. If requested, Seller will Seller warrants for a period of 12 months from initial stedt -up or i8 months from date of Nan waivers pr upon receipt of payment. Sailor reserves the righht t appropriate ! t suspend or shipment, whichever is less, that products manufactured by Seller covered by Buyers terminate performance in the event of Buyers non-payment. order (1) are free from defects in material and manufacture and (2) have the capacities I& Returns. Products may be returned only with permission of Seer and may be and ratings set forth In Setters catalogs and bulletins ('Warranty'). Exclusions from subject to discount. this Warranty include damage or failure arising from: wear and tear, corrosion, erosion, 14. Applicable Low. Any agreement resulting from Sellers proposal wig be deterioration; Buyers failure to follow the Setter- provided maintenance plan; governed and construed according to Wisconsin law. modifications made by others to Sellers equipment Seller shall not be obligated to 15. U.S. Government Won& Thris provieforh applies only to indirect sates by pay for the cost of lost refrigerant. Sellers obligations and liabilities under this Seller to the US GovernmettL As a Commercial item Subcontractor, Trans Warranty are United to fumishing replacement equipment or parts, at Its option, lob. accepts only the following mandatory flow down provisions: 52219 -8; 52.222-26; factory or warehouse at Seller- designated shipping point, freight - allowed to Setters 62.222.35; 52272-38; 52.222 -39; 62.247 -64. If the Wok is in connection with a warranty agents stock location, for all non-conforming Seller-manufactured products U.S. G"ftftm dwri Ct Buyer cetres that it has provided and will provide which have been returned by Buyer to Soler. Returns must have prior written approval current, accurate, apd fic lsforbu ton mpresentatons and certifications to by Seger and are subject to restocking charge where applicable. SELLER MAKES all governxflent of l bat not & ed to the contracting officer and NO REPRESENTATION OR WARRANTY, EXPRESS OR IMPLIED, REGARDING officials of the 4W3 Aess Norton all maters related to the prime PREVENTION OF MOLD, FUNGUS, BACTERiA, MICROBIAL GROWTH, OR ANY contract, Including but rror lk dfbd t0al+asM & of its ownership, eligibiNty, and OTHER CONTAMINATES. performance. Anything herein notwithstanding. Seller will have no obligations to No liability whatever shall attach to SeNeruntff products have been paid for and Seter's Buyer ynless and until Buyer provides Seiler with a true. correct'aed complete liability udder this Warranty shag be limited to the purchase price of the equipment exec" copyof the prlle contract. UApn Buyer will provide copies to shown to be defective. This Warranty Is voidable in the event of non- payment. Further SeNerarall Z� ;ed written ssany government oNkdal related writing and agreed to by an authorized signatory of the Seller. not Nailed to ou►y cenhnuun cons rAfSiQd tc► Quyers ownersh�, elfgfbiley or S. Warranty Oisdahner. This we" Is given in lieu of all other warranties, express perfomance of the prime contract. Buyer vd obtain written authorization and or knplied, including IMPLIED WARRANTIES OF MERCHANTABILITY AND approval from Salter prior to providing any government official any information FITNESS FOR A PARTICULAR PURPOSE andfor others arising from course of about Selft perforoanra of tit$ Ark that is the subject of this offer or agreement, dealing or trade. other than tt4wwritlo4offtr agraem%*ht • 6, Indemnity. Sager and Buyer shag indemnity and hold each other harmless from • • • • • •' • • : rraaeU.s. 1110 • • • • • • • • • • • s- zaa3Wlt any and all claims, actions, costs, expenses, damages and liabilities, including • • • . • • • • • • • • surtaeeaea T.26. e3Wteanah „ —TOP PANEL EVAPORATOR SECTION ACCESS PANEI. r' —CONDENSER FAN e CONDENSATE ORAIN (ALT) Q 314 " 44 NFJ DAI HOLE —., CONDENSER COIL 41(x•.. -`.. ,i 27 SlIr IT CONTROL WIRE 71W OIA HOLE 47 7/8' '” SERVICE GAUGF PORT ACCESS 1318" OIA HOLE - -UNITPOWERWIRE — CONTROL AND COMPRESSOR ACC,f12 &S PANEL ELECTRICAL CONNECTION t � !SINGLE POINT POWER WHEN NEAT iN &TALLFI)) 3 - 1110- 1 $71 17 112" ISOMETRIC- PAC KAGED COOLING _ (INITHFIGkT�� S TONS STANDAku HIGH EFFICIE 7 v'ION STANDAR EFFICIENCY 40 T18' iS 112' 32118` 33" 7.5 TON WIC,N FFFICIENCY 4871$' I f $4 irj' RE 4 TURN RIPPLY $ 5 AND 10 TONS ST ANDARD AND HIGH EFFK:IEN 4R Tns" 24112" - :.. THROUGH THE BASE &Lci RicAL 2 3t4' f 3 3 118" - -a � . 4 . A Y I THROUGH 8118" AIRFLOW 27518" -- THE SASE J K CONDENSATE DOWNFLOWPENETRATION RETURN 32 1/4' A HORIZONTAL SUPPLY 23 718° AIRFLOW — l B A n ...... Op 4 A4- 9d18 _�_ Y.. }-- 19114" 0318• tg3t4 "-� 37B' ••— d•`•— ;fx11A� i �55'f8' i � • e• 88518'• ••• ••i • ••• • • 53 1 14° HORIZ ONTAL- PENETRATIO R IGHT- PACKAGED COOLING • •.• S o o 9 • • i•• ••' ••• fe 0 :0 • • • • FtD = Fumished by 7 I installed by Others Trans Equ!pr17en;Prrposa .. ; • • • Pag9 2 Of 5 • Sr2'd S0907aG02:01 tlUtJLb9T9S "' 1►Id�Il�woZIA Sp-:60 2002- 0Z -gnu f, I a, a •' f ,r Q , 0 � f SUPPLY RETURN A �f 314'-14 piA HOLE CONDMATE DRAIN 27 SiA' ., 4 :lt4• ISOME PACKAGED COOL •`• i i • •• • i • 0 oee r,• , , • • • ••• FLD = Furnished by Trarte / Installed by Others T►ene Equtpnie»t rodot • is • • Page 3 of 5 • • • S/2'd S096i7SLS02 :01 b�L8L69ti9S "` '• 3Wdi :WOdd S£:60 L00Z- OS -JCId 'ELECTRICAL / GENERAL DATA 'GENERAL tzxsxeg Tksr TS( Unit Operating Voltage: 181 -263 Unit Primary Voltage: 208 Unit Secondary Voltage 230 Unit Herb 80 Unit Phase: 3 '6ER 10A SL•adawd MrAnr O vmmzvd Maim Field Waited Ovessiard MukW Minimum Cretin Ampacny 62 .6 Mtrxmum Circuit Ampauty WA Minimum Cirruit Ampat ty. WA mmurnurn ( use so: 60.0 Maximum Fuse Size: NIA Mawnur n Fuse Ste N/A Maximum (14ACR) Orcuii Breaker e0A Maximum (HACR) Circuit Bm km- NIA Nbmbhtim (( IACR) Circuit Breaker. WA HEATER Hazier kW Haprg 10 n Sandard Mbtorwith Heat Oversized Motes Field Inslrle d Oversized Motor Stage. t MkMWM Circuit Ampacdy b8 m 9 Minimum Circuit AmpaCtly MWmUM OfoOlt AmpWty WA Maximum Fuse Size. 60.0/70.0 Maximum Fuse SiAe. Maxbntxn ruse Sue. WA Maximurn (HACK) Otmil Bienlim. 60.Or/0.0 Maximum (NAPR) Circuit Weaker Mawwru#n (HACR) Circuit Streaker WA INDOOR MOTOR Sandard Motor Oubdzed Motor Field installed Ovmizod Motor Number. 7 Number NIA Number NfA Worseriquw 3A Hmepowet. WA li«srpmwr: WA Motor Speed (RPM). 3450 Motor Speed (RPM): WA Motor Speed (RPM). WA Phase: 3 Phase• WA Phase' NIA Full Lrxmd Amps 94 Full Load Amps. WA Full Load Amps: N/A Locked Rotor Amps. 83.0 ( ocked Rotor Amps NIA Locked NdtOrAMPS. WA COMPRESSOR Circuit 112 OLITUOWR MOTOR miniber. 9 Number. 1 Horsepower. 5.113.9 Horsepower 0.1b Phase. 3 Motw Speed (RPM). 3450 Rated f aid Amps 18 6114.7 Phase. 1 Locked Rollie Ainps: 128MI 0 Rated Load AMPS. 4 . 0 Lux kerl Rota Amps. 94 POWER EXHAUST ACCE3.SORY Lal FILTERS REFR)GERANT (2) (Field but APP Pnwor Fxhaust) TWO R-72 Phase' NlA T y pe: Throwaway tiarse lmrrnr *A f ished: Yes Factory Charge Motor Speed (RPM). NIA ob 4 Citult 81 72 th Full Lewd Amps" NIA Hecon neded 20' x 25' x 2' Gtnat ir2 53 lb Locked Rotor Amps. WA NOTES: 1. Maximum (HACR)Cirt"t BresAker sizirg is for installations to the United States only. 2. Refrigkxant charge is an approxxnate value. For a more prekistL valum see unit nameplate and sentim tnstrutcNO+s 3 Value does not Include Power Exhaust Atsemrxy 4. Value includes ovessizod in" 5 Vahus does not include Power Exhaust Accessory. 6. EER is rated at ARI condiGrm and in accordance wth 000_ test procedures. • ••• • • • •• ••• •i ••• i i ••• • • • • • • • • • • • • • • ••• • '•• •• ••• • • FLD = Furnished by Trans / installed by Others Trans Equlpmem) P,x�ptpra ; • : • • ; Page 4 Of 5 • • • • 0 i • • 0 • • • s i • N j : WOZId S2 L S/t'd 9096bSLS0£ :0l VUE1169T99 �boRBg _ \ Miami Shores Village ..: errlx# ypa �tl l[trtlrxt 1d I �titlstr tt�n 10050 N.E. 2nd Avenue yVcar� O f�atfgf A(ter4x #0 Miami Shores, FL 33138 00 00 .... t f' f'exm #alas APf'R71/El7 ................ .. ................. Phone: (305)795-2204 . i „may . - :. - - - lsstte t 1t1 Expiration: 7M €2009 Project Address Parcel Number Applicant .........................._. ...................... ............................... :........................, ......:.,............... . 9301 NE 6 Avenue 1132060150010 THE 9301 ESTHER RACHEL MEN Miami Shores, FL 33138 Block: Lot: Owner InformationAddress Phone Cell THE 9301 ESTHER RACHEL MEADOWS 9301 NE 6 Avenue MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 65,000.00 JAMES DENTICO CONTRACTING INC 305 - 756 - 6553 ............ __. _... .... ..._..._ - ......__ ................. Total Sq Feet: 10210 Approved: Yes Available Insp Comments: Inspection Ty pe: Date Approved: 1/12/2009 Yes Final PE Certification Date Denied: Window Door Attachment Type of Construction: INTERIOR PARTITIO FOR GYM Occupancy Load: Tie Beam Stories: Exterior: slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted: Certification Status: store Front Attachment Insulation Certification Date: Additional Info: Drywallscrew Bond Return : Classification: Commercial Windowand Door Buck Ceiling Grid Fill Cells Columns Fees Due Amount Total I Amt Paid I Amt Due CCF $39.00 CO /CC Fee $200.00 $ 2,387.30 $ 2,387.30 $ 0.00 DBPR Surcharge $51.05 Education Surcharge $13.00 Payment Type: Check / Number: 1066 Permit Fee - Additions /Alterations $1,950.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $24.00 Technology Fee $50.25 Total: $2,387.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above - named' contractor to do the work stated. January 13, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, January 13, 2009 1 WR !°Ry Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 - Inspection Date: February 05, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 113206015001 Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building Department Comments Inspector Comments Passed El cc /lo 7 e&p e�_ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 04, 2009 Page 1 of 1 Inspection Worksheet Y Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 7- Phone: (305)795-2204 Fax: (305)756-8972 ------------- ---------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- .......... .......... ........... .......... ........... X X i�i ........... .......... . ........... Scheduled Inspection Date: February 09, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Steel Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed I� poi !1� Failed Correction Needed Re-Inspection I Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 06, 2009 Page 16 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 10, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number Number 113206015001 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 -756 -6553 Building Department Comments Inspector Comments Passed ,� / . Not ReadyCC Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 09, 2009 Page 10 of 16 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------------------------------------------------------------ --------------------------- --------------------------------------------------------------------------------- ------------------------------------------------------------------------------------ . ........ . .. ...... .. . .... . ................... ............. -1 . ....... ..... ...... ............. ... ......... ... .. ... ............... ................ ....... Scheduled Inspection Date: February 09, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: I Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: JAMES DIENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed Failed El A A,,/- ,��,�.o,r.,� rf �eceF.�.r Correction Needed ❑ Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 06, 2009 Page 27 of 30 Inspection Worksheet If 9 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ---------------- ---------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------- -------------- .............. - ................. ............ c-iii�:i�oi�i��."* e . ......... ..... .. . . . . . . . . ...... ...... .. . .. X x: .. ............ ............ . . . . . . . . . . . . . . Scheduled Inspection Date: February 12, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments eKt Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-1 05952. PARTIAL Not Ready Failed �2ZIc Do T ,,0�4�%, Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 11, 2009 Page 6 of 13 f Inspection Worksheet n p ,� Miami Shores Village i 10050 N.E. 2nd Avenue Miami Shores, FL F R Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 29, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 113206015001 Contractor: J AMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building Department Comments Inspector Comments Passed Failed El 616- e iAe Correction &ee' hl e t Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 28, 2009 Page 1 of 1 RS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 05, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number U— Project: <NONE> Parcel Number 113206015001 Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 105165. ok TO ONE SIDE ALL ETAL WALLS EXCEPT BATHROOMS Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 04, 2009 Page 1 of 1 y�axes��` Inspection Worksheet Miami Shores Village g� 10050 N.E. 2nd Avenue Miami Shores, FL �tOR {tom Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 16, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue NE Miami Shores, FL 33138- Phone Number 0 -- Parcel Number 113206015001 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building Department Comments .SAN `# MID Inspector Comments Passed e C7 _ le- Failed d 1 C t& 5_01cj4CO ,Ac i, l '(LS A , Correction l[ Needed t) (Ud. A S e ®.� b Olq e- 1 �' o �� & Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 15, 2009 Page 1 of 1 Inspection Worksheet 0i Miami Shores Village If I ---------- 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ---------------------- ------------------------------------------- ----------------- ----------------- -------------------------------------------------------- -------------------------------------------------------- ------- --------------------------------------------- ------------ ................. ..... . ......... ............... ............ . .... R .. .. : X-7p .......................... . . ........... ... ..... .. .................. ..... ............................. tie ....................... ...................... X . : Scheduled Inspection Date: March 17, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Celling Grid Owner: I Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060160010 Project: <NONE> Contractor: JAMES DIENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed Failed El Correction ❑ Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 16, 2009 Page 23 of 25 Inspection Worksheet Miami Shores Village yFS , 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------- --------------------------------------------------------------------------------------------- ------------------------ ---------- ------------------------------------------------------ ------------------------------------------------------------------ ------- ............. . ip ON U 60 ..... Scheduled Inspection Date: March 17, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number — 1132060150010 Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed 0z_ Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 16, 2009 Page 14 of 25 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------ -------------------------------------------------------------------------- ------------ ----------- ---------------------------------------------- ----------------------------- ---------- -------------------------- ------------------------------- -_---------------- ... .. .. ....... . . ......... .......... xx�i ....... ............. .. . ... . . . . ... ............. ........ .. X - 0_4 J: Scheduled Inspection Date: February 13, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-96905. 1 AIIMEP inspections must be completed. 2 All insulation must be removed for inspection. 3 Columns at iterior poured without inspections. Failed 4 Fire stops are required in all walls. Stopped inspection several ares not completed. NB Correction Needed Re-Inspection Fee II No Additional Inspections can be scheduled until re-inspection fee is paid. February 12, 2009 Page 4 of 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------- ----------------------------------------------------------------------------- --------------------------------------------- ......... F : : : X : X ONO �X ... . . .. ... ... P Scheduled Inspection Date: February 13, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number — 1132060150010 Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-766-6553 Building Department Comments 0\ Inspector Comments Passed I CREATED AS REINSPECTION FOR INSP-96906. All ok except bath and locker NB Failed Correction Needed I� Re-inspection Fee El No Additional Inspections can be scheduled until re-inspection fee is paid. February 12, 2009 Page 7 of 11 Inspection Worksheet Miami Shores Village ----- -- 1 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 --------------------------------------- -------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- ------------------------------- X _ X .... ... XXXXX ...... CC it nw : & .. - - _ X. .. Scheduled Inspection Date: February 19, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: Work Classification: Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-1 05966. . Not ReadyCC Failed Correction Needed I� Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 18, 2009 Page 2 of 10 I mo�'++ .SNARES G. M i shores V v illa ge Building Department mills 10050 N.E.2nd Avenue Miami Shores, Florida 33138 a te% — Tel: (305) 795.2204 s o FLORIDA Fax: (305) 756.8972 E mail: Bruhn N (CD-MiamiShoresVillage.corn. Norman Bruhn Building Director Monday, March 30 2009 Chris Russo Owner /Operator M Power Project Gym Re: M Power Project Gym "Temporary Certificate of Occupancy" j CC -08 -1791 This letter is to acknowledge several items that must be completed prior to the expiration of the Temporary Certificate of Occupancy. The owner, Chris Russo, understands and acknowledges that all outstanding permits and inspections must be completed and approved prior to the expiration of the Temporary Certificate of Occupancy and a full Certificate of Occupancy issued by Miami Shores Village Building Department. Chris Russo further acknowledges that Miami Shores Village is not responsible for any issues that arise by not complying with obtaining a complete Certificate of Occupancy prior to the expiration of the Temporary Certificate of Occupancy including the closing of the business until a complete Certificate of Occupancy is issued. The Temporary Certificate of Occupancy will expire on May 11, 2009, 45 days from issuance, March 27, 2009. The Temporary Certificate of Occupancy is not a license to do business and all appropriate licenses are required prior to opening including an Occupati nal License from Miami Shores Village. 6 � Received and acknowledged by: Chris Russo Signature: i 'u " .r.,x.'Si. ...:i ! #a .a •: wry., �;tvu Y. :'.- r -. Certificate of Occupancy Miami Shores Village ? 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305-795-2204 Fax: 305-756-8972 , rr 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: 7 Permit Type Commercial Construction Bldg. Permit No. CC -10 -08 -1791 - Owner CHRIS RUSSO Contractor JAMES DENTICO CONTRACTING INC { x _ Subdivision /Project <NONE> Date Issued 03/27/2009 Construction Type INTERIOR PARTITIO FOR GYM Occupancy Load 9301 6 Avenue T emporary Miami Shores FL 33138- x ` L jl \ /� / t �/ r � SNORES h f � ! NM Z 5 K Building Officials N orman Brun CBU 6 IRS Not Transferable i POST IN A CONSPICUOUS PLACE k I FLORIDA DEPARTNEOW OF Jeb Bush 1 � " Ana M. Viamonte Ros M.D., M.P.H. Governor State Surgeon General Lillian Rivera RN; PhD Administrator December 9, 2008 M. Power Project c/o James Dentico Contracting, Inc. 10055 Biscayne BLVD Miami, Fl. 33138 RE: OSTDS Application No AP853870 Lot: NIA Block: NIA Folio# 11- 4035 -000 -0295 Dear Applicant: This will acknowledge receipt of an application and plans dated 04 -07 -08 for a permit to use the existing onsite sewage treatment and disposal system on the above referenced property. You are hereby notified that your application is denied because the proposal described does not meet the requirements of section 381.0065, Florida Statutes, or Chapter 64E Florida Administrative Code. Specifically the proposal has the following violations. 1) The existing drainfield is located under pavement and is subject to vehicular traffic. Chapter 64E- 6.006(4) FAC. The applicant may bring the system into compliance by: a) Removing all pavement (40'xI8') over the existing drainfield or, b) Install an alternative onsite sewage treatment and disposal system designs that will provide additional treatment of the effluent prior to discharge from the treatment receptacles as required per tabled variance request dated July 3, 2008 and with the board's approval. 2) If one (1) of the above described requirements is met, a permit will be granted. As an applicant who has been denied a permit, you have the right to request a variance or hearing to appeal the department's action. Requests for a variance or hearing must be made to this office in writing no later than 21 days from the receipt of this letter. Mediation pursuant to s. 120.573. Florida Statutes is not available to resolve this dispute. Your lot ma alify for a performance based treatment system under Part IV, Chapter 64E -6, Florida, nisi? ive Code. You should consult with a professional engineer registered in Florida f r further i ormation on performance based systems. If you h e any questio on this matter, please call our office at [305) 513 - 3459 Sincere] Paul Level n re, `..E., C.E.H.P. t Professions Engineer III Samir Elmir, M.S., P.E., Environmental Ad e Miami -Dade County Health Department/Enviro tai 1725 N.W. 167" Street, Miami, Flori da 6 TEL(305)623-3500-FAX(305) 623 -35 Email: samir elmir@doh.state.fl.us w Website: ww.dadehealth.org Miami Shores Village off Tpg #;Ctri�'� 10050 N.E. 2nd Avenue Work 0assiffcafion: Temp for Co .... .�.� Miami Shores, FL 33138 -0000 en Phone: (305)795 -2204 PeitS Issue Date. 42f1812008 Expiration: 06116/2009 Project Address Parcel Number Applicant 9301 NE 6 Avenue 1132060150010 THE 9301 ESTHER RACHEL MEA Miami Shores, FL 33138- Flock: Lot: 'tis�:..'"n..;. ✓.,.z.`�:. ,,,,d, fn .„ is .., s•> WK- 11 ,t,'P Owner Information Address Phone Cell THE 9301 ESTHER RACHEL MEADOWS 8301 HE 6 Avenue MIAMI SHORES FL 33138- ()�° Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 JAMES DENTICO CONTRACTING INC 305 - 756 -6553 Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: TEMP. FOR CONSTRUCTION Inspection Type: Classification: Residential Final 'I Fees Due Amount , Total I Amt Paid `� Amt Due CCF $0.60 Education Surcharge $020 $ 111.30 $ 111.40 $ ® ®® Nota $5.00 Nota Fee__ Permit Fee - Additions /Alterations $100.00 Payment Type: Credit Card Scanning Fee $3.00 Technology Fee $2.50 Total: $111.30 I In consideration of the issuance to me of this permit, i agree tc at ;tc Ti the work cc, 1e, -.r t e,nder iii co;rpi ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans drawings. statements or specificAians submitted to the prover authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work dcne tn . 1 , either myself, my ag ,nt, servants, or employes i understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL wo: c. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in con sliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Dece mber 18, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent ate Building Department Copy Thursday, December 18, 2008 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 13 8 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit Noel PERMIT APPLICATION Master Permit N + 11 q) FBC 2004 Permit Type Electrical uo' �,^ Owner's Name (Fee Simple Titleholder) y Phone # b Owner's Address City State 13 / Zip 1 3313 < 4 3 i t - Tenant/Lessee Name P�f P Phone # E -MAIL: Job Address (where the work is being done) l w l t o City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # l 1 - 3a,D to ® « — Oo' Is Building Historically Designated YES NO Contractor's Company Name (, `� J� e�C G Gy Phone # CIS ^ 2-3 .5 Contractor's Address /vC.23 , Lo 's e iL City 1_4A,?l / State �'—L zip `3 _.3 / 'S Qualifier Nam �,� e t �,,� -nI C. C�N Phone # 29o!� -- Z$'' O S / State Certificate or Registration No. L �` /� �? z 7' ertificate of Competency No. 0 3 G 0 00 X38 E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ �/} C) Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: LJe 0 C 01V Submittal Fee $ Permit Fee $ f ©O CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --> 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 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 Signature Signature i Owner or Agent Contractor The foregoing instrument was acknowledged before me this L The foregoing instrument was acknowledged before me this /4� day of _ L 20 N, by day of AEIC- 20 �, by who is personally known to me or who has produce � °��ti who is personally known to me or who has produced A; As identification and f �ath. a th. ® o ry Pub e o NOTA Y UBLIC: �� '� NOTARY PU Yosefvarona My Commission DD507675 a n Expi 1/1712010 Sigi : _ Sign: Print: Print: ) My Commission Expires: My Commission Expires: r. X XY. Y. Y. XY. X XY. X % % % %'i: %%%%%%%%%%%% %% % % % % % % % % % % % % % % % % % % % % % % % % % %Y % % % % % %•iC ]: % % %X % % % % % % % % % % % % % %% % % % % % % % % % % %% 'Y. % % %]f'Y. 'X % %. %% APPLICATION APPROVED BY l G® Plans Examiner ' Engineer Zoning (Revised 02/08/06) ADDENDUM TO BUILDING PERMIT APPLIUAIIUN AN A£PLICATION FOR BUILDING PERMIT MUST ACCOH -PANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL TEW UNIT FEE ITEW =UN ITN ATH RE SWITCH OUTLETS SPACE HEATERS IOET LIGHT OUTLETS I CENTRAL HEAT I Nu I I ISHWASHER I RECEPTACLES I A/C (WIND) SPOSAL SERVICE TEMPORARY I A/C (CENTRAL) RINKIFC FWAIN SERVICE SIZE IN kPS DUCT WORK I LDOR MAIN I SERVICE REPAIR/METER CHANGE REFRIGERATION i IREASE TRAP APPLIANCE OUTLETS ImOCESS AND PRESS PIPING HTERCEPTOR RATE TOP UNDERGROUND TANKS .AVATORY OVEN I ABOVE GROUND TANKS _AUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS ;LOTHES WASHER I MCTCRS 0- 1 T ( STEAM BOILERS I I MOWER I MOTCRS OVER 1- 3 H' HOT WATER BOILERS I I INK., POT /3 Cap. I I WTORS OVER 3- 5 FP MECHANICAL VENTILATION ( I SINK, RESIDENCE I )vCTORS OVER s 8 FE' TRANSPORTING ASSEk$LlES SINK, SLOP MCTCRS OVER 8- 10 If ELEVATORS/ESCALATORS TEWORARY WATER CLOSET WGTORS OVER 10- 25 I-F FIRE SPRINKLER SYSTEIG I URINAL MCTORS OVER 25-100 fP COOLING TOWERS EATER CLOSET MUTCRS OVER 100 FP VIOLATION I INDIRECT WASTES I A/C WINDOW I REI,NSP.ECTION I WATER SUPPLY TO: I I AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INSi. I GENERATORS - TRANSFORMERS HEATER - REPLACE I GENERATORS TRANSFORMERS I LAWN SPRINKLER -WELL I SPECIAL PURPOSE I SW I W I NG POOL OUTLETS COR E RC I AL WATER SERVICE SIGN TLEES SEWER CONNECTIONS I ` SIGN TRANSFORMERS UTILITY -SEWER I SIGN TIME CLDCK UTILITY -WATER I FIXTLRES SEPTIC TAW, ANTENKA RELAY I I TELEVISION OUTLETS ORAINFIELD, 4" TILE/RES. I I VIOLATION PIJhF S ABANDON SEPTIC TANK I RE I PGPECT ION I � SOAKAGE PIT CU. FT. CATCH BASIN I I DISCHARGE WELL DOMESTIC WELL AREA DRAIN i ROOF INLET I I I SOLAR WATER HEATEP, FIRE STAMPIPE I I I f POOL PIPING I { I I ! I I I I LAWN SPRINKLER SYSTU.. I ! ! I I GAS RANGE I I C l,ETEP, SET (GAS) ( I I l GDs PIPIT; f I ! I dry_ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION . ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET o„"z TALLAHASSEE FL 32399 -0783 MEDELL, JUAN C YOSEFVAR ELECTRIC CORP 14623 SW 158 PATH MIAMI FL 33196 STATE OF FLORIDA - Congratulations! With this license you become one of the nearly one million gEFARTMR -W OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. % pROFE-SSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. ER13 012 7 7 8 07 / 0 / 0 8 7 Q 0,08 5 5 Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. REG ELECTRICAL ,CONTWTOR There you can find more information about our divisions and the regulations that MEDELL, JUG C impact you, subscribe to department newsletters and learn more about the YOSEFVAR ELiCi-RI RP Department's initiatives. (INDIVIDUAL MU XtL. LOCAL S LICENSING 1E(2 �' T PRI Our mission at the Department is: License Efficiently, Regulate Fairly. We TO CONTRACTING `t AR constantly strive to serve you better so that you can serve your customers. HAS REGISTERED under th* prov of Ch. 489 Thank you for doing business in Florida, and congratulations on your new license! Ex �xation dace: AiUG Lfl. Sio7,o803,1.39 DETACH HERE t 7 r n z R'EN OF REGULATION '° ! I1E T _0 Q# 0$'0'1,13 9 „- L 0 >3!;,a'1 �, , , E,I,CEA� 07 f 08 !!.p 8 : t8'�'l'85 RIAElI fs ~ TheC�TT� lvetl II�W N I ,I;`�R r - Uri.der t,, e Z710VIS. �et� �� Expiration dA e AEG' 31, 2 }�� (INDIVIWAL -MUST MEN REQUIR *T PItIO Tvt? �aT'L j � MED ELL, JUST 14 15 PATS'1 1 I MIAMI <'�� J s }} 6 I N ,�� it I NHUE DA GO 3�E ISI :Yr SECRE'�ARY LA Ni..: i 1 • 1 . N ^. - 4 vm �IIW 1� - MPpM1�DADE OUNW'lf 2008 TtJlal A: C 0 1�ACTOR "S: 2009 FIRST-CLASS TAX5 LECTORA7f 1EPI#?i U.S. POSTAGE 1sIO W; �AMI�D�[?E `OI' 4TY SrTAT&OF FLORIDA PAID 14th F1. pUFtUAi�}T C GIE °C LINTY CO;JE SEC. 10 24 MIAMI, FL MIAMI, FL 33130 .. 2009 PERMIT NO. 231 I RECEIPT NO. 30- 5311170 CC NO 03E000438 NO3 is 1 aLt. RECEIPT HOLDER MAY DO BUSINESS NAME / LOCATION BUSINESS AS A CONTRACTOR YOSEFVAR ELECTRIC CORP AS SPECIFIED HEREON. 14623 SW 158 PATH OWNER :YOSEFVAR ELECTRIC CORP SEE BACK OF RECEIPT FOR ELECTRICAL CONTRACTOR A LIST OF NON — PARTICIPATING MUNICIPALITIES DO NOT FORWARD Receipt holder must register in the city YOSEFVAR ELECTRIC CORP where work is to be YOSEF VARONA PRES done. 14623 SW 158 PATH MIAMI FL 33196 PAYMENT RECEIVED MIAMI -DADE CNTY TAX COLLOO� 1/ 2 0 0 8 60020000221 000200.00 5 MIAMI -DADE COUNTY 2008 LOCAL BUSINESS TAX RECEIPT 2009 FIRST-CLASS TAX COLLECTOR MIAMI -DADE COUNTY - surt FLORIDA U.S. POSTAGE 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2009 PAID 14th FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAOTER 6A - ART. 9 & 10 PERMIT NO. 231 508472 -8 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 531117 YOSEFVAR ELECTRIC CORP CC # 03E000438 14623 SW 158 PATH 33196 UNIN DADE COUNTY OWNER YOSEFVAR ELECTRIC CORP Sec. Type of Business WORKER /S 196 ELECTRICAL CONTRACTOR 8 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY OR ZONIN RAWS REGULA DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER YOSEFVAR ELECTRIC CORP REQU OR RECEIPT BY LAW. THIS IS YOSEF VARONA PRES N OT HE HOLDER'S QUALIIFICAF 14623 SW 158 PATH TION. MIAMI FL 33196 PAYMENT RECEIVED MIAMI -OAOE COUNTY TAX COLLECTOR: 07/21/2008 60020000220 174 000075.00 _.._.__SEEOTHERSIDE._ J MIAM{E Ila Construction Tt das L iaalifykng Bb6,vd - BUSINESSRTIfICATE C7F.COmF fE; 1E.0438 xp. Date: 09/301-3009 MEDE 1 AN YOS ARE ECTRIC COO VIN " . Is terfied under tt�e'pt�+n�tnris ofliapter iQ'+i Mtbrtil� bade;s�unt�+ ,T DATE (MMIDDNY) -°► RV ' CE RTIFICA TE F LIABILITY INSURANCE 0 9/26/08 THIS CERTIFICATE IS ISSUED AS A MATTER PRODUCER Peralta Insurance Specialists Inc. OF INFORMATION ONLY AND CONFERS NO FLIGHTS !UPON THE CERTIFICATE 13719 SW 152 Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33177 '� AL THE C OVERAG E AFFO R DED BY THE POL ICIES BELOW. Phone (305)969 -6960 Fax (305)969 -6968 ! INSURERS AFFORDING COVERAGE NAIL # _ -- ___ ._ : INSURER A First Commercial IUrlrie rs INSURED Yosefvar Electric Corp I INSURE B: 13873 SW 256 Terr — - - - - -- - - -- - INSURE C: MIAMI, FL 33032- --- - - - - -- - -- - -- — INSURER D - --.__ __.. INSURER E COVERAGES INSURER F: -- - - -- - - -- - -- -- -- -- - -- - THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVATHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLIC DATEYMM /DRON kNSR A L ATE MM /DDIYY . GENERAL LIABILITY INSU RANCE POLICY NUMBER EACH OCCURRENCE LIAM 1,000,000 - -_ EIIAMA CO - - -- - - -- COMMERCIAL GENERAL LIABILITY GL- 19875 -1 06/05!08 06/05/09 _. Spa _ - __ � -__._ 1,000,000,' _,❑ CLAIMS MADE I] OCCUR '! — D Any we Per ms) - 5,000 A PERSONAL -&ADV INJURY 7 . ,000,000. GENERAL AGGREGATE 1,000,000', -- - - -- - -- - -- - -- PRODUCTS - COWYOP AGG 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - -- - - - - -- -- POLICY !PROJECT J LOC --- ------ - - - - - COMB INED SINGLE ALIT ANY AUTO ALL �I LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS HIRED AUTOS BODILY INJURY NON OWNED AUTOS Ter I') PROPERTY D . GE `( -- t) - - GARAGE LIABILITY AUTO ONLY EA ACCIDENT ANY AUTO EITHER THAN Ems_ ,AUTO ONLY: AGG EXCESS /UMBRELLA LIABILITY -- - - -- ^— r — - -- EACH OCCURRENCE OCCUR _ CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION $ - — — — ' WORKERS COMPENSATION ATION AND WC STATU- OM - 100,000 EMPLOYERS'LIABILITY WC25382-1 10/07/08 10/07/09 TORY, S -- -- -- B ANY PROPRIETOR / PARTNER I EXECUTIVE E L EACH ACCIDE 100,000, OFFICER I MEMBER EXCLUDED? i E.L DISEASE -EA EMPLOYEE i 500,000 If yes, describe under - -- — L.L SPECIAL PROVISIONS below DISEASE Y 100,000 , OTHER I I DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES t EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Electrician CERTIFICATE HOLDER CAN CELLATIO N I SHOULD ANY OF THE ABOVE DESCFN3ED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSLMG INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO T14E CERTIFICATE HOLDER NAMED TO Miami Shores Village THE LEFT, BUT FAILURE TO DO SO SHALL. MIOW NO OBLIGATION OR LIABILITY 10050 NE 2 Avenue OF ANY KIND UPON THE INSURER, ITS OR REPRESENT Miami Shore, FL 33136 ---------- - - - -__ — AUTHORIZED REPRESENTATIVE I J.VILMA PERALTA ACORD 25 (2001 /08) OF ACORD CORPORATION 1988 `� Inspection W .41111 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 ...t.Y..I.�...i...... .. ......... Mf .. ..... ........ ...... ........... .. � .:. .. .: ii :v:iJ iii: iiiiiiiiii +':: :':i•i ii: iiii:: ^i ?: iiiiiX iii::• iiiiiii+ iiiiiiii :ciiii:•iiiiiiiiy; iiiii ... M M:. ... ......:: :.: _::::::: .......................::::: Inspection Date: January 26 2009 Permit Type: Plumbing - Commercial Inspector: Levrock, James Inspection Type: Underground Rough Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue NE Miami Shores, FL 33138- Phone Number Project: <NONE> 0_- Parcel Number 113206015001 Contractor: LAS BRISAS PLUMBING Phone: (786)343 -3492 Bu ilding Department Comments Sari s : ( ns a to Comments Passed Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 23, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL .-- �—; -. Phone: (305)795 -2204 Fax: (305)756 -8972 :<.:' ?. ------------ ----------------------------------------------------------------------------------- ----------------------------------- ----------------- ....... M� . ' ; ': :: ' :.: 1�E1. Inspection Date: January 26 2009 Permit Type: Plumbing - Commercial Inspector: Levrock, James Inspection Type: Top Out Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue NE Miami Shores, FL 33138- Phone Number Parcel Number 113206015001 Project: <NONE> Contractor: LAS BRISAS PLUMBING Phone: (786)343 -3492 Building Department Comments 4 y ko Ins t omm nts Passed Ei Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 23, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village MAI? 0 9 EWTV 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 ----- ------ -- --------------- . . . ...... 4 IRS Inspection Date: February 02, 2009 Permit Type: Plumbing - Commercial Inspector: Levrock, James Inspection Type: Rough Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Contractor: LAS BRISAS PLUMBING Phone: (786)343-3492 Building Department Comments tip s K o spect( Cmments Tpec Passed P Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 30, 2009 Page 1 of 1 > Pte-1 0 1 ��gtoRB y! Miami Shores Village P rl3?t Type P: _11 tI 31fI� (uf3�tlrTiG i l 10050 N.E. 2nd Avenue Glasstf> af1otr ltd #t ' t1 ' .0 "er t �zn -- -: - Miami Shores, FL 33138 -0000 rtrr �fettts 4PPR�fEL? Phone: (305)795 -2204 _.... _lsStle 1: # #20 9;:.:.; Expiration: 071 f Project Address Parcel Number Applicant _. _ ._. ... ._ ..... .. ....... .. :..........................................:......... .........................:....: ...................-................... ....................... ........................ .... ... 9301 NE 6 Avenue 1132060150010 THE 9301 ESTHER RACHEL MEA Miami Shores, FL 33138 Block: Lot: Owner Information Address Phone Cell THE 9301 ESTHER RACHEL MEADOWS 9301 NE 6 Avenue U= MIAMI SHORES FL 33138 - ... Contractor(s) Phone Cell Phone LAS BRISAS PLUMBING (786)343 -3492 =Valuation: $ 15,000.00 _ - ._....... __ _.. _... .......__ _ ...... ......... _ Total Sq Feet: 0 Type of Work: PLUMBING Available Inspections: Type of Piping: Inspection Type: Additional Info: Top Out Classification: Commercial Re Pipe Main Drain Underground Rough Heater Water Service Final Water Main Lavatory Fees Due Amount Total I Amt Paid I Amt Due CCF $9.00 Education Surcharge $3.00 $ 553.12 $ 553.12 $ 0.00 Permit Fee - Additions /Alterations $525.00 Scanning Fee $3.00 Payment Type: Check / Number: 1066 Technology Fee $13.12 Total: $553.12 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes, I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 13, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, January 13, 2009 1 Miami Shores V 0C Illage o Building Department OCT 7 zao� g p BY. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 .. .......... Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No FBC 2004 Permit Type: Plu m bing 1"f Owner's Name (Fee Sim e itleh er) PMne # •-15 -0 1 Owner's Address City ak 9 - o r es State Zip �3 Tenant/Lessee Name 1� 1 1: r PfoX � Phone # sg" qV E- MAIL Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL# Is Building'Historically Designated YES NO Contractor's Company Name l l m b frn & Lne # Contractor's Address 4 a Q / City 1 �1�I1 State ( Zip _�531( t�S Qualifier Name sla(C,4 Phone # State Certificate or Registration No. C rC I y vQ t S 94 Certificate of Competency No. E -MAIL: - Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit$ Stn of) . 0 Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration ONew Repair/Replace El Demolition Describe Work: Rnuc -rg � S � � u � t /' * * ** Fees * Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee Scanning $ '00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee Structural Review. $ Total Fee Now Due $ See Reverse side -3 Bonding ComOrly's Name (if applicable) a °• Ccifiipaliy's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address Cit State Zip Application is hereby made to obtain a permit to do the work and i nstallations 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 PAYWG 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 fi pection which occurs seven (7) days after the building permit is issued. In th absence of such posted notice, the inspectio not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing in was acknowledged before me this day of –ALI(b- 20 b by "Z( day of (P 20 b ' - y � 1 .-- Got,-C{ CL✓ who is personally or who ha, _6 c I; L • who is persona k n to me or who has produced J!. L As i entification and who did take an oath. as dentification and who did take an oath: NOTARY PUBLIC: p�Ml H L Lr; p R INT NOTARY y �/ ryl *! a i M Iall�le lF �idt 4+M'sf�fi g !AI Sign: - �' ,� Sign: Print: Cl 0 Print: My Commission Expires: A ao My Commission Expires: N[6 ? t a APPLICATION APPROVED BY Plans Examiner Engineer Zoning (Revised 02/08/06) ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # U ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER I LIGHT OUTLETS CENTRAL HEATING DISPOSAL IRECEPTACLES A/C (WIND) FLOOR DRAIN ISERVICE TEMPORARY JAIC (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER IU.F. PRESSURE VESSELS SINK. POT /3 COMP. IMOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. IMOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SL MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL ° MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET ' MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT JAIC WINDOW REINSPECTION FIRE SPRINKLER JAIR CONDITIONERS HEATER -NEW INST. ISTRIP HEATER HEATER - REPLACE IGENERATORS TRANSFORMERS LAWN SPRINKLER -WELL IGENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE / ISPECIAL PURPOSE SEWER CONNECTIONS JOUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE /RES. ANTENNA UMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING t Ixttf ©Nl �� Miami Shores Village #eYft3lt TjE�1i3 MEha>r�lfatorralnsifclal is a� 10050 N.E. 2nd Avenue t # Glass i s ron Addi €# t r ttEa n Miami Shores, FL 33138 -0000 .. Phone: (305)795 -2204 P z� T: 8tatc�� +kPI�R�?IdED. A Isset3ate �ttl9; Expiration: O�FIx09 Project Address Parcel Number Applicant 9301 NE 6 Avenue 1132060150010 Miami Shores, FL 33138- Block: Lot: THE 9301 ESTHER RACHEL MEN Owner Information Address Phone Cell THE 9301 ESTHER RACHEL MEADOWS 9301 NE 6 Avenue ()_ MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone JAMES DENTICO CONTRACTING INC 305 - 756 -6553 :Valuation: $ 45,000.00 __........ _ . _....... .._....... .......... _._ ... ............... Total Sq Feet: 0 Tons: 1- 10/1 -5 Available Inspections: Additional Info: A/C UNITS & DUCT WORK Inspection Typ e: Classification: Commercial Ventilation Approved: In Review Final Comments: Date Approved:: In Review Rough Date Denied: Type of Work: VENTILATION Hood Rough Duct Smoke Test Smoke Det Test Fees Due Amount Total Amt Paid Amt Due CCF $27.00 ........... Education Surcharge $9.00 $ 1,422.75 $ 1,422.75 $ 0.00 Permit Fee - Additions /Alterations $1,350.00 Scanning Fee $3.00 Payment Type: Check / Number: 1066 Technology Fee $33.75 Total: $1,422.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. January 13, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, January 13, 2009 1 .Miami Shores Village Building Department OCT 0 7 2CO8 10050 N.E.2nd Avenue, Miami Shores, Florida 33 13 8 / //-� ---- -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit N o. FBC 2004 Permit Type: Mechani e C r , O LLC wner's Name (Fee Simple Titleholder) _Phone # S O — 11� 96 Owner's Address t r City r State �/ Zip - ?3 ( R7 Tenant/Lessee Name Phone # — 9 (coo E- MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name T MA Phone 11 Zit) l lOV.� Contractor's Address State City e S - -- a rt �3�3g Qualifier Name Ca Phone # State Certificate or Registration No. 0-H C.�� Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if appl' Phone # Value of Work For this Pe m' l)D Square / Linear Footage Of Work: 14 Type of Work: WAdditio �t�ion ❑ New `R Repair /Replace ❑ Demolition Describe Work: C N 1 — IIJ I - 5 f 0ly Q�G TMI Submittal Fee $ Permit Fee $ r ( j �� CCF $ CO. Notary $ Training /Education Fee $ Technology Fee $ Scanning $ V Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ nn _ Structural Review. $ Total Fee Now Due See Reverse side --> 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. 1 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 i good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pro .erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the wspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio not be approved and a reinspection fee will be charged. Signatu a Signature (2, Owner or Agent Contractor The forego' instrument was acknowledged before me this The fore oing instrument was ackn ged before a th day of 20og rL 1 Q—u day of , 20 9 who is personally kno o who h rod ed who _ _ors to me or who has produced L + As identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NO RY UM IC: LE DENTICO n Si � O I Si g 71 S96A 7.2012 Print: Pri :/r �� p� Q My o, n ExpiiY A. ROBBINS i " ' �i ¢ Nae My Commission Expires r1► PubHa - State oI Flodde * ** Commission DD 526678 1 : ` "•° �++ ,�- Bonded By National Notary Assn. APPLICATION APPROVED BY: tJ a s xaminer Engineer Zoning (Revised 02 /08/06) Inspection Worksheet Ef�: ;, 91� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ? Phone: (305)795-2204 Fax: (305)756-8972 --------------------------------------------------- ----------------------------------------------------------- ------------------------------ --------------------------------------------------------------- -------- --- -- 0-9--d-1 --- 11 ------------- . . . ... .... Un . . . ..... or MC I Scheduled Inspection Date: March 23, 2009 Permit Type: Mechanical - Commercial Inspector: Perez, JanPierre Inspection Type: Rough Duct Owner: Work Classification: Addition/Alteration Job Address: 9301 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060150010 Contractor: JAMES DENTICO CONTRACTING INC Phone: 305-756-6553 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-96923. office area ok to close ceiling jpp Failed (�o'� Correction o-A, Needed ❑ 000� C> Re-inspection Fee I --i N�� 1 � �� No Additional Inspections can be scheduled until ( �I�V ��Z. wG� re-inspection fee is paid. March 20, 2009 Page 7 of 11 ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS DISHWASHER SPACE HEATERS LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES FLOOR DRAIN A/C (WIND) SERVICE TEMPORARY A/C (CENTRAL GREASE TRAP SERVICE SIZE IN AMPS INTERCEPTOR DUCT WORK SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS LAUNDRY TRAY PROCESS AND PRESS PIPING CLOTHES WASHER RANGE TOP UNDERGROUND TANKS OVEN SHOWER ABOVE GROUND TANKS WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP SINK, RESIDENCE. STEAM BOILERS MOTORS OVER 1 -3 HP SINK, SLOP. MOTOR HOT WATER BOILERS S OVER 3 -5 HP TEMPORARY WATER CLOSET MECHANICAL VENTILATION MOTORS OVER 5-8 HP URINAL MOTORS OVER 8 -10 HP TRANSPORTING ASSEMBLIES WATER CLOSET ELEVATORS /ESCALATORS MOTORS OVER 10-25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP WATER SUPPLY TO: COOLING TOWERS A/C UNIT MOTORS OVER 100 HP VIOLATION FIRE SPRINKLER A/C WINDOW REINSPECTION AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING E j t -� Miami Shores Village JLN 2 5 2008 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY' - - - - -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 04<W 0 -1 ( - 1 Z PERMIT APPLICATION Master Permit No. 11-I I FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder - ,.,(�� ,( ( l# / 6 ) �j��t'' ►cwt" f'�11e1 ��P Phone # �- � �' V6 Owner's Address City Sf4('Yk Q S State jar'( Zip Tenant /Lessee Name M �� °j�p Phone # E -MAIL: Job Address (where the work is being done) q �� Qh(�� City Miami Shores Villaee County Miami -Dade Zip 33 ` FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address ( e QJ City ( r(2 State Zip Qualifier Name ZA Y es J_ t�e V�qC6 Phone # State Certificate or Registration No. t" COCO 39- Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace kDemW ' Describe Work: f w ( �x** x�* �xxxxx* ��x��Yxx�xxx�n�x�xxx�XF 9; �ico4; xx�cccx�caYx' e'-icYicie *x� *�x�x� *�r�x� *�� Submittal Fee $ Permit Fee CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip r 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 NOTI OF promise i " voodlia - M Rata copy uJ Irw ,ttnue vJ - - whose pr ty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fir nspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection 1 not be approved and a reinspection fee will be charged. _ i Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2^ r y The for g instrument was acknowl�ed ed before me this day of 20 by C..i--{•C� t AAA S 's�, day of 20 , by l (;< A6.21 �, who is pers all o me or who has produced 'F (_ : who is personally known tom or who has produced D . L- As identification and who did take an oath, as identification and who did take an oath. NOTA PUBLIC: NOTARY MIP" 99 NTICO "? MY CO ON # DD786672 „ E S Sign: Norldallot e J , Print: Print: Y My ommission Expires: -7, c d 2 My Commission E ot `B�;'• Notary Public - State o ' a MY Commission Expires Mar 25, 2010 Commission # DD 526678 APPLICATION APPROVED BY: N tal iner %,:x',4'xati'X'K,C�,�iC 1 - R9C]C t�C xw aa,s. ..mss .rsr n- ..ww�. a�wiearaaelaXi�RR1PlCAF W1CARle veeflea[wlfw7far�ruasxAS!'A �1T'$� *1F$1T i�t:OR * # ;a[i?$i5f"Rfl HR9C�RSR9 _ -_.. C APPLICATION APPROVED BY• zi . ,4t, `" 1—° ® �PlansExaminer Engineer Zoning (Revised 02/08/06) V fj��gr:s\ Inspection Worksheet Miami Shores Village a 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 "''t 1tln: . >.. :..................." I.:::::::::::..:.:::::::::.::.:.......................................:..:..::::::::: ::::::::....................... Feat.. u. �nir ....:::`...:.:�.$:.::.:.:::: Inspection Date: 09118/2008 Permit Type: Demolition Inspector: Levrock, James Inspection Type: Final Owner: , OCCUPANTS Work Classification: Plumbing Job Address: 9301 6 Avenue NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Block: Lot: Contractor: JAMES DENTICO CONTRACTING INC Phone: 305- 756 -6553 B uilding Depa rtment Comments ln or Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, September 18, 2008 Page 2 of 2 Inspection Worksheet ^ ^^ Miami Shores Village ` `t 10050 N.E. 2nd Avenue Miami Shores FL �'':' Phone: (305)795 -2204 Fax: (305)756 -8972 :v: :iiiiii+ ?iiiiii::•ii::: ... v: I :..:.::::::::::::::::::.::::: ii::: iiiiii ::i::iii::i::ii::iiiiiiiiii:: i:: i::i::i::i:i:ii':::: .::.::::::::::::::::::::..::..:...................... ............................... .... .......................................................::.:.:.:::::............................................................:.:..::.:.:::::::::::::::::: ::::::::::::::::::::: �.. €u..nl�.r.. >: Inspection Date: 09/18/2008 Permit Type: Demolition Inspector: Devaney, Michael Inspection Type: Final Owner: , OCCUPANTS Work Classification: Electric Job Address: 9301 6 Avenue NE Miami Shores, FL 33138- Phone Number Parcel Number Number 1132060150010 Project: <NONE> Block: Lot: Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Buildin De partment Comments Inspector Comments Passed Failed Correction Needed Re- Inspection eq Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, September 18, 2008 Page 2 of 2 Inspection Worksheet { Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL O a Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/18/2008 Permit Type: Demolition Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , OCCUPANTS Work Classification: Walls & Signs Job Address: 9301 6 Avenue NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060150010 Project: <NONE> Block: Lot: Contractor: JAMES DENTICO CONTRACTING INC Phone: 305 - 756 -6553 Building Department Comments DEMOLITION OF THE INTERIOR WALLS TO HAVE SPACE FOR GYM Inspector Comments Passed D �L') —, c Failed Ed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, September 18, 2008 Page 1 of 2 4 'y r °R Miami Shores Village -± E 10050 N.E. 2nd Avenue yR _ N �rlc Miami Shores, FL 33138 -0000 t ftlhj Phone: (305)795 -2204 ,•.. z. � p Expiration: 1/201200 P roject Address Parcel Number Ap plicant 9301 NE 6 Avenue 1132060150010 Miami Shores, FL 33138 Block: Lot: Shores Point LLC Own Informati Address Phone Cell Shores Point LLC 8000 SW 117 Avenue U— MIAMI FL 33183 - Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 JAMES DENTICO CONTRACTING INC 305 - 756 -6553 Total Sq Feet: 10000 Type of Demo: Electric Available Inspections: Additional Info: INT. DEMO I Type: Classification: Commercial Final Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 �_00 Permit Fee $100.00 Scanning Fee $3.00 Payment Type: Technology Fee $2.50 Total: $107.10 JAIL 2 4 2000 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume. responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 24, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, July 24, 2008 1 �0��r� Miami Shores Village F~ 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 s s " 0 ' Phone: (305)795 2204 w o R" , z sr � �a Expiration: 016201200 Project Address Parc Number Ap plicant 9301 NE 6 Avenue 1132060150010 Miami Shores, FL 33138 Block: Lot: Shores Point LLC Owner Information Address Phone Cell Shores Point LLC 8000 SW 117 Avenue 0— MIAMI FL 33183 - Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 JAMES DENTICO CONTRACTING INC 305 - 756 -6553 Total Sq Feet: 10000 Type of Demo: Plumbing Availabl Inspections: Additional Info: INT. DEMO Inspection Type: Classification: Commercial Final Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Permit Fee $110.00 Scanning Fee $3.00 Payment Type: Technology Fee $2.75 Total: $117.35 JUL 2 4 ZOO In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 24, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, July 24, 2008 1 �sN °R a Miami Shores Villages r 7� 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 ` Phone: (305)795 - 2204 Expiration: 1120/20 Proj ect A ddres s Parcel Number Applicant 9301 NE 6 Avenue 1132060150010 Shores Point LLC Miami Shores, FL 33138- Block: Lot: Owner Information Addre Phone C ell Shores Point LLC 8000 SW 117 Avenue MIAMI FL 33183 - Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 JAMES DENTICO CONTRACTING INC 305 - 756 -6553 Total Sq Feet: 10000 Type of Demo: Walls & Signs Available Inspections: Additional Info: INTERIOR DEMO Inspec Type: Classification: Commercial Final Fees Due Amount Total Amt Paid Amt Due CCF $3.60 Education Surcharge $1.20 $ 0.00 $ 0.00 Permit Fee $250.00 Scanning Fee $9.00 Payment Type: Technology Fee $6.25 Total: $270.05 1 CeS " JUL 2 4 2008 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 24, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, July 24, 2008 1 Miami Shores Village D g ��. z0�� Building Department 30050 N.E.2nd Avenue, Miami Shores, Florida 33138 �Y --- - -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No.' 06 - 11 - 71 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing r r Owner's Name (Fee Simple Titleholder) l2 S J' p4c�d 1 le4CfClt S Phone # _30, T�8 (0r Owner's Address / e ije City ( (Am f �UYQS State o o r zip 3 5 13,? Tenant/Lessee Name 1 'i pb e r C Phone # Job Address (where the work is being done) 926 ` � _ b Ac/mw City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # \ f Is Building Historically Designated YES NO 1C Contractor's Company Name L Phone # _3�1 Jb — — (O Contractor's Address�� City_ 1�'1 [ �' IJt � 5 St i ate I)r Zip CC Qualifier Name P C-6 -7 Phone # — (. ' GJ�s State Certificate or Registration No. C G C O �J 1�� Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ J( 0 0 y Square / Linear Footage Of Work: (Q 1 000 Type of Work: ❑ ❑Alteration ❑New ❑ Repair/Replace 'Demolition Describe Work:— Submittal Fee $ Permit Fee $ '� �� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ 'Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —� 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by , who is personally known to me or who has produced who is personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10107) i for the pr&i inspection wnicn occurs seven (/) days alter the ouuaing permit to taaueu. err site uuaerice of sucn postea notice, the inspectio ill not be approved and a reinspection fee will be charged, p 11 Signatur Signature" -��''" Owner or Agent Contractor The fore g instrument was acknowledged before me thi The for g instrument wasacknowledged before me this CL day of b�� 20 QDby x r �� day of A , 20 0 by � t who is per ally 1 to me or who has produced y _ who is pe onall known to me or who has produced �.-- As identification and who did take an oath. c 1 as identification and who did take an oath. — L NOTA MIICHE L - .LE — pENTICO NOTA P LIC: * "* MY COMMI SION # DD786672 XPl Sign: e•o S aY T Sign: �' ` 1 rvlre•C° Print: C cz�$ Print: el a My Commission Expires: A/tCf_,L 0- r 3 v Q — My Commission Expire �otPar po ®.,, . ROBBINS Notary Public _ State of Florida i : • " =_My Commission Expires Mar 25, 201 APPLICATION APPROVED BY: Commission # D 526 s aminer National Notary Assn. I W IG � CJIV C �Ar1s NO ock �' i wrruse prupe,.y .., ou f—. �eru cupy vj me ..... _ .._ ' r for the st inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect ill not be approved and a reinspection fee will be charged. �SZti Signatur Signature Owner or Agent Contractor The forego instrument was acknowledged before me this 24 The fore of instrument was day o acknow�le before me this r�� 20 b l day of 20 b J '� _�l.a.l� — Y Y � Y 6 A 94 t-V&4 who is p rsonally EL DE who is pers nall known to me or who has produced --"' • '. �1� 1C E �`--� ti ath. ( as identification and who did take an oath. NO ARY UB EXPIRES May 07 2012 NOT PUBLIC: ♦07)3"4is3 fl orideNot®ryS erv".com Sign r Sign: Al A Print: Print' My Commission Expires: kItCu� u 7, cat C> t 2- My Commiss'o; E� � i J RY A. ROBBINS ��t ° Bra., Ntnary u - 25, 2010 -My COMM%sim Expires Mar COMMMiar # DD 526678 APPLICATION APPROVED BY: Ponded Sy ►rational NOWM iner Inspection Worksheet P� ?5 t, do�mt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �_•1;I % Phone: (305)795 -2204 Fax: (305)756 -8972 :.::.: .:::::::.::::::::::::..................::::::::.::::::::.:::::::::::.::.:: :::::::::.:::: :::::::......::.; .: :: . ......R. :............................................::.:::::::::::.:::.............................................. ..................::.::�.0 Inspection Date: 07/23/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Insulation Owner: HELLER, DAVID & JUDE Work Classification: Alteration Job Address: 1300 94 Street NE Miami Shores Village, FL 33138- Phone Number 3305- 757 -8142 Parcel Number 1132050100120 Project: <NONE> Block: Lot: Contractor: BEJAR CONSTRUCTION, INC Phone: (954)431 -5981 Building Department Comments TOTAL REMODELING. NEW KITCHEN, UPDATE FIXTURES ALL BATHROOMS, NEW FLOORS, PAINT, REPLACE OLD CARPORT Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -6016. Insulation on ceiling only, OK to drywall pending walls. 7/17/08 CG Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, July 22, 2008 Page 1 of 2 Miami Shores Village "` a JUN 2 5 2008 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY• ~-•'•- •----- -• - - -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING -Permit No. 00\4 0 PERMIT APPLICATION Master Permit No. - OY- FBC 2004 Permit Type: Plumbin Owner's Name (Fee Simple Titlehalder) 1 hone # --•-- Owner's Address �(,, �, (�� City ( � IC/e -' State Zip Tenant/Lessee Name r fd Phone # E -MAIL: Job Address (where the work is being done) Q Q City Miami Shores Villaee County Miami -Dade Zip �J3� 3e FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Nam Phone # Ip� Contractor's Address �� SOAUA �(f City I + tf State tt Zip Qualifier Name .�" Phone # State Certificate or Registration No e FC , �p Certificate of Competency No. E-MAIL: �t7 Sd Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4 -6. 000 Square / Linear Footage Of Work Type of Work: ❑Addition ❑Alteration ONew Repair /Replace IQemolition Describe Work: VeM()V(2 ;ee$ Submittal Fee $ Permit Fee CCF $ CO /CC Notary $ Training /Education Technology Fee ,$. Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double,Fee Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding (!oimpany'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 W 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 UNDER OR AN -A'ITOWWY — YOUR "I1++� NOMT OF COMMENCEMENT. s 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 pasted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of 20 b who is personally known to me or who has produced t y p who is personalty 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: Sign: Print: Print: My Commission Expires: My Commission Expires ttt * ttttttt :t #tt #art # &t tttt,ttttttt tt dc#*., �,� *,�g,� * * * *,��,t *t,t+tt«t+rt rite« r« rN« r«« �YS« «# rss «s,r,rr «at *w «+e #tt+klr «k,rs* APPLICATION APPR VED Plans Examiner Engineer Zoning (Revised 02 /08/06) 11010k, Miami Shores Village Fe1cn. Tyke_ Electric 10050 N.E. 2nd Avenue € lassrfi of : A Miami Shores, FL 33138 -0000 Yt?? Phone: (305)795 2204 (sit#t 3 Expira : Project Address Parcel Number Applicant .................. ....... ......... .................. ....... ......... ....................... ........ 9301 6 Avenue 1132060150010 THE 9301 ESTHER RACHEL ME. Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell THE 9301 ESTHER RACHEL MEADOWS 9301 6 Avenue ()_ MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 YOSEFVAR ELECTRIC CORP. (305)232 -7501 _.._... _ _....... _ .... ......... __..._ ...... __. _... ............ Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: LOW VOLTAGE Inspection Typ Classification: Commercial Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W.W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 ELC -3 -09 -34174 $ 106.30 $ 106.30 $ 0.00 Permit Fee - Additions /Alterations $100.00 Check #: 1103 Scanning Fee $3.00 Technology Fee $2.50 Total: $106.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. March 11, 2009 Authorized Signature: Owner / Applicant 1 C - ntractor / Agent Date Building Department Copy March 11, 2009 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: ELC -3 -09 -34174 10050 N.E. 2nd Avenue Invoice Date: March 06, 2009 Miami Shores, FL 33138 -0000 Permit Number: ELC -3 -09 -350 Bond Number: Bill To Comments: THE 9301 ESTHER RACHEL MEADOWS 93016 Avenue MIAMI SHORES, FL 33138 - b F. Date Fee Name Fee Type Fee Amount 03/06/2009 Education Surcharge Calculated $0.20 03/06/2009 Permit Fee - Additions /Alterations Percentage $100.00 03/06/2009 Scanning Fee Calculated $3.00 03/06/2009 CCF Calculated $0.60 03/06/2009 Technology Fee Percentage $2.50 Total Fees Due: $106.30 Payments Date Pay Type Check Number Amount Paid Change 03/06/2009 Check 1103 $106.30 $0.00 Total Paid: $106.30 Total Due: $0.00 Friday, March 6, 2009 k ,, Miami Shores Village D Building Department MAC N 0 o s Zoos f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: ........ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. EL C9 — L , O CO PERMIT APPLICATION Master Permit No. CG FBC 2004 Permit Type Electrical ` -C C 1_yt 4` j � Owner's Name (Fee Simple Titleholder) t Phone # Owner's Address q !� u �✓ City Wt46 �iLN 5 State 0° ` Zip ' Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # i! (1- Is Building Historically Designated YES NO Contractor's Company Name ) �1 - c <-A Phone # eS ° F-3 Z -7 5 4/ Contractor's Address /5 IS City /Y,lt.�/ State 1 Zip 3 3 f Qualifier Name , Jil /�+✓ c4 2 le 04' Ph one # �� - S State Certificate or Registration No. 6_� 19 1.3 0 7 7 8 . Certificate of Competency No. 0 3 6 0 c/ 3 E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ i y '�� ` - Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑Neew ❑ Repair/Replace ❑ Dem lition Wor /y e G✓ �� C /�/1 (7 ni t' D y 1 �� `s 4->1'1(_ vi �/ w Submittal Fee $ Permit Fee $ 1 ( y) •0 CCF $ O CO /CC Notary $ Training/Education Fee $ 1 Technology Fee $ c� ' Scanning $ 3'00 — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ n •�y See Reverse side 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 fir9f. inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio t1 not be approved and a reinspection fee will be charged. 3i Signature'. Signature ' a Owner or Agent Contractor The forego g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ' L , 20 �I by day of /MA-d , 20 0 by ��ir ✓fit J�, L who is PC sonaUy � nocvn #e me or who has produced �- ho is personal! own o me o w�h_has r d e -_ As identification and who did take an oath. as hof�� er ftft • oft a 06ft N TAR PUBLIC: NOTARY PU CiM - f0m aw at. M3 CoANela 11!0 *0 M 00!6 NO tl�►NMIMM Apu. Sign: 4 :Pu Sign. /! Print: - . Y I5*I10N 7 1 Z" Print � � � Xf %` ✓ � L r EXPIRES Flodd No tarySarvice 07, 2 My CO My Commission Expires: �o �j39�I�'eS' Flondallo.corn ak Y * *ie ae ie * *at �r *aL *i:Ylr * *aF *at at kaY ie:k ak t aTdr *t 4r *at *:F aY kir �e *at at at nYak is Yat #ir * *ie Y iek& *attic sk *at Ar *aY nFat *at dr �a'r akaL aYie *atlr *+kat # de dr at irir eF 9z nk Y at a43e aF ak+t *ir* v� APPLICATION APPROVED BY: m Plans Examiner Engineer Zoning (Revised 02108/06) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. k -3D,06 _Q 15 STATE OF FLORIDA: COUNTY OF DADE: _ X THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance wite t Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: M1 Adws EJ. -3132 MC; r- NJ C. 2. Description of improvement: - e rt r aV ej ��co / rn cam 3.Owner(s) name and address: LS 4 (' S '� l /Cl ( Ll-C �1301 ME L Awoue 11 lAtA l &AI Ar r� =lr�n r16 I nterest in property: �... Name and address of fee simple titleholder: 4. Contractor's name and address: 4(C �(AC C 5. Surety:(Payment bond required by owner from contractor, if any) 9 coUyr �nr Name and address: np o A, COUNTY sne P� cLe Y r Amount of bond $ i ' +EP5 r r o _ p day of d '' Uriir�a' fi srz itei _ A D N, Q 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upo otfces or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. In addition to himself, Owner 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 and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a fferent date is specified) z t lure of Owner Owners Name S n Prepared by: Sworn to and subscri d bef a this ay of J _ u -n-K ..W . : imlic ELLE DEN ICO Address: f l Notary Public = r. v co oN # 7 t' S " Print Notary's Na�9» sse - : - � F �� ! - C 33( 3Q (� My Commission Expires: aL� L 1 C) i 123.01 - 10M Miami Shores Village SORES Finance Department SRC. 1932 Gr`;e I0050 N.E. 2nd Avenue Miami Shores, Florida 33I38 J= " "' Tel: (305) 795.2207 Fax: (305) 756.8972 �tOR11) Thursday, July 10, 2008 MPower Project Inc. 9037 Biscayne Blvd. Miami Shores, FL 33138 Re: Check #14350 Dear Sir /Madam: You are hereby notified that check numbered listed above in the face amount of $500.00, issued by you on May 22, 2008 drawn upon Totalbank and made payable to Miami Shores Village, had been dishonored. Pursuant to Florida law, you have 7 days from receipt of this notice to tender payment of the full amount of such check plus a service charge of $25, if the face value does not exceed $50, $30 if the face value exceeds $50 but does not exceed $300, $40, if the face value exceeds $300, or an amount of up to 5 percent of the face amount of the check, whichever is greater, the amount due being Five hundred forty dollars and 00 /100 cents ($540.00). This amount must be paid via certified funds (i.e. cash, money order, cashiers check or credit card). Unless this amount is paid in full within the time specified above, the holder of such check may turn over the dishonored check and all other available information relating to this incident to the state attorney for criminal prosecution. You maybe additionally liable in a civil action for triple the amount of the check, but in no case less that $50, together with the amount of the check, a service charge, court costs, reasonable attorney fees, and incurred bank fees, as provided in State Statute 68.065. PLEASE GOVERN YOURSELF ACCORDINGLY! Sincerely, MIAMI SHORES VILLA Carolyn deste Finance Department C: Miami Shores Village - Planning and Zoning Dept. Page 1 of 1 d Bankaffterka Higher Standard 1* o An wAca Direct MPOWER PROJECT INC. TOTAL.8" 14350 9037 BISCAYNE BLVQ 12411 8ismyne 51W MIAMI SHORES, FL 33138 -3227 I M�a^"� E7 3318t -2520 � - - T C U U Ivor PAID 5/22/20118 B� 63'gy`5 F PAY TO THE JUH ORDER OF Miami Shores Villa e l nno 1 •500.00 / O7 R-1 rc Five Hundred and r *F}fi� # #!*Qf�f� ?a .bass* sssssssssssssssssssss *s p�{ "2 A C 'i �2 6 11 97659129.9 6176 21 O5MMT Miami Shores Village 10050 NE 2nd Avenue Miami Shores, F1 33138 -2382 h1Eh10 M Application fee QA'Z . xZ 0 9 z m o _ tp 2> 'm -^ 2 lk - - -__ - -_ - -_ - - - - - - 2 Check Info Account: 3510346606 Amount: 500.00 Check #: 14350 Posted Date: 06/13/2008 Bank of America, N.A. Member FDIC. ,02005 Bank of America Corporation. All rights reserved. https: // direct.bankofamerica.com/ Image/ BofaDirect /ImageAccessNiewerPrint jsp ?timestamp= 12156992... 7/10/2008 JL14 2 6 200 V � By - --------------- - - - -- June 25, 2008 Chris Russo Mary Rachel Esther Meadows Building LLC 9301 N.E. 6 Avenue Miami Shores, Florida 33138 Re: remodel of 9301 N. E 6 Avenue for M. Power Project gym To whom it may concern: Mmes Dentico Contracting, Inc. is authorized to perform the demolition luding plumbing and electrical) for the building as referenced above. er z r Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: GWO DATE: Contractor ❑ Owner ❑ Architect f f lcked up 2 sets of plans and (other ) M Address: �l O'd 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 permitting process. Acknowledged by: c cg PERMIT CLEARK INITIAL: RESUBMITTED DATE: O� PERMIT CLEARK INITIAL: EE b -- EE &G Environmental Services, LLC ASBESTOS INSPECTION REPORT FOR FORMER OFFICE BUILDING/ FUTURE M POWER GYM PROJECT 9301 NE 6 AVENUE MIAMI SHORES, FLORIDA 33138 Prepared for JAMES DENTICO CONTRACTING, INC. 10055 BISCAYNE BOULEVARD MIAMI, FLORIDA 33138 ATTENTION: MS. JANE DENTICO Prepared by EEbG EE &G Environmental Services, LLC 14505 Commerce Way, Suite 400 Miami Lakes, Florida 33016 (305) 374 -8300 June 12, 2008 EE &G Project No. 2008 -2280 r EEG: Limited Asbestos Survey June 12, 2008 CONTENTS Section Paste 1.0 - INTRODUCTION ................................ ............................... 1 -1 2.0 - BUILDING DESCRIPTION .................................................................. ............................2 -1 3.0 - METHODS AND LIMITATIONS ........................................................... ............................3 -1 3.1 ASBESTOS SURVEY METHODS ........................................ ............................3 -1 3.2 LABORATORY ANALYSIS METHODS ................................ ............................3 -1 3.3 LIMITATIONS ................................... ................................................................ 3 -1 4.0 - SURVEY RESULTS .......... ..................................................... ............................4 -1 4.1 ASBESTOS ANALYSIS RESULTS ....................................... ............................4 -1 4.2 ADDITIONAL OBSERVATIONS ........................................... ............................4 -1 5.0 - RECOMMENDATIONS ....................................................................... ............................5 -1 5.1 RECOMMENDATIONS FOR REGULATED (FRIABLE) ACM ...........................5 -1 5.2 RECOMMENDATIONS FOR CATEGORY I NONFRIABLE ACM .....................5 -1 5.3 RECOMMENDATIONS FOR CATEGORY Il NONFRIABLE ACM ....................5 -1 5.4 GENERAL RECOMMENDATIONS ....................................... ............................5 -1 6.0 - SIGNATURE PAGE ............................................................................. ............................6 -1 TABLES TABLE1 Survey Results ..................................................................... ............................4 -2 APPENDICES APPENDIX A General Terms: Types of Asbestos - Containing Materials Types of Asbestos- Containing Roofing Materials NESHAP Categories APPENDIX B Laboratory Report APPENDIX C Figures APPENDIX D Inspection Photographs APPENDIX E Certificates MPOWERSURVREP j EEhG: Limited Asbestos Survey June 12, 2008 SECTION 1.0 INTRODUCTION An asbestos inspection was conducted at the office building located at 9301 NE 6"' Avenue in Miami Shores, Florida. The inspection was conducted on May 2, 12 and June 5, 2008 by AHERA - certified inspectors Brandon Christensen and Richard Grupenhoff of EE &G Environmental Services, LLC (EE &G). The purpose of this asbestos inspection was to identify the presence, extent, and condition of asbestos - containing materials (ACM) in the floor 1 office and common areas of this facility. All observed suspect materials were either sampled to determine asbestos content or assumed to contain asbestos. Terms used in this report are defined in the General Terms section located in Appendix A. Additional information on the classification of ACM for National Emissions Standards for Hazardous Air Pollutants (NESHAP) is also located in Appendix A. These NESHAP categories are helpful in determining the need for asbestos abatement and must be used in the NESHAP notification of intent to renovate or demolish. MPOWERSURVREP 1 -1 EEt -G: Limited Asbestos Survey June 12, 2008 SECTION 2.0 BUILDING DESCRIPTION The structure was observed to be constructed of concrete block and steel. Interior walls were finished with drywall or plaster with paneling or wallpaper. Ceilings were finished with suspended ceiling tiles and or a plaster lath upper ceiling with 1x1' glued on tiles. Floors were finished with vinyl floor the with or without carpeting and /or ceramic floor tile over concrete. The HVAC consisted of air handler system with ductwork runs above upper and lower ceilings. The total area of all offices and common areas measured approximately 9,700 square feet total. See appendix C for Figures. MPOWERSURVREP 2_1 EE$G; Limited Asbestos Survey June 12, 2008 SECTION 3.0 METHODS AND LIMITATIONS 3.1 ASBESTOS SURVEY METHODS The renovation areas were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was assigned a homogenous area number, described, and measured. Each observed suspect material was either sampled or assumed to be asbestos - containing. Samples of suspect ACM were collected using procedures established by the United States (US) Environmental Protection Agency (EPA) Code of Federal Regulations (CFR) Title 40 Part 763 Subpart E, Asbestos - Containing Materials in Schools. 3.2 LABORATORY ANALYSIS METHODS Samples were sent to AAL in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged -in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA - 600/R -93 -116 July, 1993). 3.3 LIMITATIONS This asbestos inspection report has been prepared by EE &G in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE &G. The survey was conducted to identify suspect ACM in accessible first floor units only of the structure. If other areas at this location are to be impacted during planned or future renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing /incomplete plans. Any suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. MPOWERSURVREP 3 -1 EEI *G: Limited Asbestos Survey June 12, 2008 EE &G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE &G's proposal, dated February 26, 2008. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected /surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE &G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE &G harmless against any liability for any loss arising out of or relating to reliance by any third party on any work performed thereunder, or the contents of this report. EE &G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. MPOWERSURVREP 3_2 EEG: Limited Asbestos Survey June 12, 2008 SECTION 4.0 SURVEY RESULTS 4.1 ASBESTOS ANALYSIS RESULTS The results of the PLM analyses and assessment of suspect ACM are summarized in Table 1. The original laboratory report is attached as Appendix B. 4.1.1 Asbestos - containing materials Asbestos was identified in amounts greater than 1 percent in the following materials: • Beige 9x9" speckled VFT and or black mastic. • Black remnant mastic. • Black HVAC duct seam mastic. Refer to Table 1 for the location, quantity, and condition of these materials. 4.1.2 Nonasbestos - containing materials Asbestos was not detected or was found in amounts less than or equal to 1 percent in the following materials: • Drywall system. • White textured ceiling. • Black 9x9" VFT and mastic. • Beige floor mastic. • Beige HVAC mastic. • Beige vinyl cove baseboard. • Beige fiberboard. • White 1x1' ceiling tiles and glue. • White dot groove ceiling tiles. • White spray applied "popcorn" ceiling. • White 2'x4' ceiling tile. Refer to Table 1 for the location of these materials. 4.2 ADDITIONAL OBSERVATIONS In addition to the results presented in Section 4.1, EE &G observed the following: • No suspect friable pipe thermal system insulation (TSI) was observed. • No suspect fireproofing was observed. MPOWERSURVREP 4 -1 EEbG: Limited Asbestos Survey June 12, 2008 TABLE 1. SURVEY RESULTS FOR 9301 NE 6 T " AVENUE, MIAMI SHORES, FL Homogeneous ility Sample ID Approx. Asbestos NESHAP Area (HA #) Material Description 050104RA HA Location Quantity Content Friab Condition Category 1 Drywall s stem 08 -11 Interior partition walls NA NAD NA NA NA White small dots Various units and common 2 12 ceiling tiles areas NA <1 % C NA NA NA 3 Black 9x9" VFT 01,05 A -101 NA NAD NA NA NA w /mastic 2 -5% C Beige speckled Identified in A101, 200, 3-4,000 in VFT Non 4 9x9" VFT and 02-04,06 space adj to MiaLight, SF total and 2- Friable Good I black mastic A303, TBD elsewhere 5 %C in mastic Remnant black Identified in A101 and 5 mastic 17, 18 317, and found under 4 -5,000 2 -5 %C in Non Good I (some under corridor VFTs SF total mastic Friable carpet or ceramic 6 Beige HVAC mastic 7,21 HVAC above ceilings NA NAD NA NA NA 7 Beige vinyl base 23 A101 NA NAD NA NA NA cove 8 Beige HVAC mastic 24 A101 NA NAD NA NA NA Black HVAC AC ductwork above 200 LF Non 9 mastic 22 ceilings of small 2 -5% C Friable Good I duct 10 White 2'x4' CT 080604BC Halls and West office NA NAD NA NA NA 01 -07 NA = Not Applicable VFT = Vinyl Floor Tile SF = Square Feet TSI = Thermal System Insulation NAD = No Asbestos Detected C = Chrysotile Asbestos LF = Linear Feet CT = Ceiling Tile All quantities are approximate. MPOWERSURVREP 4-2 EEG: Limited Asbestos Survey June 12, 2008 SECTION 5.0 RECOMMENDATIONS 5.1 RECOMMENDATIONS FOR REGULATED ACM (RACM) No materials were identified as RACM. 5.2 RECOMMENDATIONS FOR CATEGORY 1 NONFRIABLE ACM The following materials were identified as Category I Nonfriable ACM: • Beige 9x9" speckled VFT and or black mastic(under carpet or exposed). • Black remnant mastic (under carpet or ceramic tile). • Black HVAC duct seam mastic, These materials must be removed prior to any activity that would release asbestos fibers. Specifically, any renovation or demolition activity that will crush, abrade, or dissolve the matrix of these materials must be performed by a Florida- licensed Asbestos Contractor. If they can remain intact during renovation or demolition, then no other special handling is required. 5.3 RECOMMENDATIONS FOR CATEGORY II NONFRIABLE ACM No materials were identified as Category II Nonfriable ACM. 5.4 GENERAL RECOMMENDATIONS Based on the results of this survey, EE &G has the following general recommendations: • If other specific areas at this location are to be impacted during planned renovations or demolition, an asbestos survey of these areas will be required. • Suspect materials discovered after this inspection should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. • The Miami -Dade County Department of Environmental Resource Management (DERM) requires notification of intent to renovate or demolish. Notification must be sent at least 10 working days prior to the start of any construction activities. The general contractor should also keep a copy of this survey at the construction site during the entire construction project as proof of compliance with 40 CFR 61 (NESHAP). MPOWERSURVREP 5 -1 EEG: Limited Asbestos Survey June 12, 2008 SECTION 6.0 SIGNATURE PAGE Submitted by: Richard Grupenhoff Sr. Project Manager EE &G Reviewed by: 3,� Daniel J. Cottrell, Ph.D., P.G. Senior Technical Advisor, EE &G Asbestos Consultant #DD0000010 MPOWERSURVREP 6 -1 EEbG: Limited Asbestos Survey June 12, 2008 APPENDIX A GENERAL TERMS: TYPES OF ASBESTOS- CONTAINING MATERIALS TYPES OF ASBESTOS - CONTAINING ROOFING MATERIALS NESHAP CATEGORIES FOR ACM MPOWERSURVREP EEM Limited Asbestos Survey June 12, 2008 TYPES OF ASBESTOS - CONTAINING MATERIALS Asbestos - Containing Material (ACM) Asbestos - containing materials, as defined by National Emission Standards for Hazardous Air Pollutants (NESHAP), are materials that have an asbestos content of greater than 1 percent. Friable Material Material that can be crumbled or reduced to a powder using normal hand pressure. Nonfriable material is too hard to be crumbled or reduced to a powder without the use of tools. Nonfriable materials may become friable if abraded or broken. Suspect Materials There are three broad classes that define suspect, asbestos - containing materials. These are: 1) surfacing material, 2) thermal system insulation, and 3) miscellaneous material. All materials that fit the description of these materials (as described below) are suspected to contain asbestos, until sampled and analyzed. • Surfacing Material - Materials applied by spray or trowel are classified as surfacing materials. Asbestos was used in a variety of surfacing materials for fireproofing, acoustic dampening, condensation control, and decorative purposes. Surfacing materials that contain asbestos usually occur as fireproofing on steel- frame members, textured ceilings, or acoustic plaster ceilings. • Thermal System Insulation (TSI) Material - Chill water, hot water, and steam - generating mechanical systems are frequently insulated with materials that contain asbestos. Pipes may be insulated with a nonasbestos- containing material, but have mastic or plastered joints that contain asbestos. Insulation materials that contain asbestos are generally found in boiler rooms and chiller rooms, in pipe chases in walls, in pipe runs above suspended ceilings, or in crawl spaces under buildings. Insulation covered with an undamaged jacket or wrap is classified as nonfriable. Adhesives used to hold insulation in place or provide an airtight seal are also nonfriable materials. Most other types of thermal insulation are friable. • Miscellaneous Material - Miscellaneous building materials are materials that are used for finishing of interior spaces, or adhesive materials applied to building materials and roofs. These materials have been manufactured with asbestos for strength enhancement, fire retardation, condensation control, acoustical dampening, or corrosion resistance. The most common type of friable miscellaneous material is ceiling tile. Most other miscellaneous materials are nonfriable materials such as vinyl floor tile, adhesives, and cementitious panels (TransiteTM) MPOWERSURVREP A -1 EEG: Limited Asbestos Survey June 12, 2008 TYPES OF ASBESTOS - CONTAINING ROOFING MATERIALS (ACRM) Field Membrane This area is usually the predominant part of any roof deck and is comprised of all nonflashed areas and is applied directly to the roof substrate over an intermediate insulating layer. It usually consists of alternating layers of rolled -out felts and hot tar, topped with more hot tar to waterseal, and gravel. The asbestos, if found, is in one or more of the layers of tar or may be in the felts themselves. Edge Flashing This component consists of a cold bull /pitch applied to the substrate around the perimeter of a flat roof deck. An additional 8" - 12" of felt is applied to the bull /pitch to seal the edge of the roof substrate before a 4" - 6" piece of metal drip guard is placed over these materials to counterflash and protect against wind and rain. The field membrane felts are then blended in with the inner edge to conform with the rest of the roof. The asbestos, if found, is in the layers of bull /pitch, tar, or may be in the flashing felts themselves. Wall Base /Parapet Flashing This component consists of a cold bull /pitch applied to the roof substrate, adjoining wall base, fan /vent, scupper trough, hatch, chimney, or raised parapet wall. An additional 12" - 48" of felt (often painted silver) is applied to the bull /pitch to seal the edges of the roof substrate, wall(s), or the side or top of the concrete parapet wall. The field membrane felts are then blended in with the inner edge to conform with the rest of the roof. The asbestos, if found, is in the layers of bull /pitch, tar, or may be in the flashing felts themselves. Roof Fixture Flashing This component consists of a cold bull /pitch applied to the roof substrate around any of the following fixtures: roof drain, vent -thru -roof stack (VTR), pitch pan, gooseneck vents, mechanical equipment supports, or any other roof penetration. An additional sheet of metal counterflashing (extending 4" - 24" from the center) is applied to the bull /pitch to seal the edges to the roof substrate. The field membrane felts are placed over up to the fixture sides to conform with the rest of the roof. The asbestos, if found, is in the layers of bull/pitch, tar, or may be in the flashing felts themselves. MPOWERSURVREP A -2 EEbG: Limited Asbestos Survey June 12, 2008 NESHAP CATEGORIES FOR ACM Regulated ACM (RACM) All ACM that is friable or likely to become friable during renovation or demolition activities is considered to be RACM. These materials must be removed from buildings prior to renovation or demolition activities that will disturb them. Category I Nonfriable ACM Resilient flooring, such as vinyl floor tile and rolled vinyl sheeting, valve packings and gaskets, and asphalt (bituminous) roofing materials are all classified as Category I Nonfriable materials. If these materials are in good condition, they are not likely to become friable during demolition, and therefore, may remain in place for demolition. However, these materials must be removed prior to renovations if the renovation involves alteration that would render them friable. Category II Nonfriable ACM Category II materials are all other nonfriable materials that are not classified as Category I. Asbestos cement products and plaster are the most common types of Category If materials. Most Category II materials are likely to become friable during demolition, and therefore, must be removed prior to demolition. These materials must be removed prior to renovations if the renovation involves alteration that would render them friable. MPOWERSURVREP A -3 EEbG: Limited Asbestos Survey June 12, 2008 APPENDIX B LABORATORY ANALYSIS REPORT PLM RESULTS I MPOWERSURVREP 05/06/2008 TUE 17:43 FAX 813 2878545 EE &G 0001/006 AAL May 6, 2008 17:35 American Asbestos Laboratories REPORT SENT JAMES DENTICO CONTRACTING,INC PREPARED AAL TO: 10055 BISCAYNE BLVD BY: Asbestos Department MIAMI, FL 33138 406 North Reo Street JANE DENTICO Suite 139 305- 756- 6553/FAX:305- 754 -9605 Tampa, FL 33609 NVLAP Code 101775 Thank you for your business (813) 287 -1005 Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) "Method for the Determination of Asbestos in Bulk Building Materials," EPA/600 /R -93 -116, July, 1993. Sample Type BULK Date in : May 5, 2008 #Of Samples 24 Date out : May 6, 2008 Collected by : R.A. Delivery by : DHL Work Order# M805007 Received by : KIA EE&G Project# : 2008 2280 Project : M POWER GYM Analyzed By: Khandaker I. Anam Authorized Signature r 6 @08 Due to the small size of asbestos fibers associated with vinyl floor titesabalysis is recommended for all floor ti containing < 1 % or no detectable asbestos by visual estimation. This report may not be reproduced except in full, without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. - American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question. 1 0 rn May 6, 2008 17:35 AAL Page 1 0 g o co LABORATORY BULK SAMPLE ANALYSIS REPORT y r CLIENT : JAMES DENTICO CONTRACTING,INC Samples were analyzed in accordance with the Interim PROJECT : M POWER GYM Method as described in 40 CFR, Part 763, Vol. 52, No. 210 WORK ORDER NUMBER: M805007 co r PERCENT ASBESTOS FIBERS %NON -ASB ID# ANA DESCRIPTION LOCATION SAMPLE NUMBER CHRY AMOS CROC TREM ANTH OTHER FIBERS co OIA KIA BLACK VFT W /MASTIC A -101 050104RA -1 NO ASBESTOS DETECTED 1 -2 u ' Comments: NO ASBESTOS DETECTED IN YELLOW MASTIC Ln 02A KIA BEIGE 9 "X9" VFT ADJ TO MIA LIGHT 050104RA -2 2 -5 1.2 # Comments: 2 -5% CHRYSOTILE DETECTED IN BLACK MASTIC 02B KIA BEIGE 9 "X9" VFT A -100 050104RA -3 <1 1 -2 ' Comments: 2 -5 3o CHRYSOTILE DETECTED IN BLACK MASTIC 03A KIA BEIGE 9 "X9" SPECKLED VFT 200 050104RA -4 2 -5 1.2 ' Comments: 2.5% CHRYSOTILE DETECTED IN BLACK MASTIC 04A KIA BLACK 9 "X9" VFT A -101 050104RA -5 NO ASBESTOS DETECTED 1 -2 s Comments: NO ASBESTOS DETECTED IN YELLOW MASTIC 05A KIA BEIGE /YELLOW VFT 303 050104RA -6 2 -5 1 -2 Comments: 2 -5% CHRYS07ME DETECTED IN BLACK MASTIC 06A KIA BEIGE MASTIC 317 050104RA -7 NO ASBESTOS DETECTED 1 -2 07A KIA WHITE DRYWALL SYSTEM 200 050104RA -8 NO ASBESTOS DETECTED 10.15 Layer 1: NO ASBESTOS DETECTED IN WHITE WALLBOARD Layer 2: NO ASBESTOS DETECTED IN WHITE JOINT COMPOUND 0 Report Continued on Next Page N 0 0 i Li 01 May 6, 2008 17:35 Page 2 N g o 0 CLIENT : JAMES DENTICO CONTRACTING,INC LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED co PROJECT : M POWER GYM c M WORK ORDER NUMBER: M80500 PERCENT ASBESTOS FIBERS %NON-ASB ID# ANA DESCRIPTION LOCATION SAMPLE NUMBER CHRY AMOS CROC TREM ANTH OTHER � FIBERS � �e 01B KIA WHITE DRYWALL SYSTEM 100 050104RA -9 NO ASBESTOS DETECTED 10 -15 00 Layer 1: NO ASBESTOS DETECTED W WHITE WALLBOARD w Layer 2: NO ASBESTOS DETECTED IN WHITE JOINT COMPOUND N co 07C KIA WHITE DRYWALL SYSTEM A -101 050104RA -10 NO ASBESTOS DETECTED 10 -15 Layer 1: NO ASBESTOS DETECTED IN WHITE WALLBOARD Ln Layer 2: NO ASBESTOS DETECTED IN WHITE JOINT COMPOUND Ln 07D KIA WHITE DRYWALL SYSTEM 317 050104RA -11 NO ASBESTOS DETECTED 10 -15 M M Layer 1: NO ASBESTOS DETECTED IN WHITE WALLBOARD Layer 2: NO ASBESTOS DETECTED IN WHITE JOINT COMPOUND 08A KIA WHITE SMALL DOT DOT CTS ADJ TO MIA LIGHT 050104RA -12 NO ASBESTOS DETECTED 4045 09A KIA WHITE DOT DOT CTS A -100 050104RA -13 NO ASBESTOS DETECTED 60 -70 10A VIA WHITE DOT GROOVE CTS COMMON AREA 050104RA -14 NO ASBESTOS DETECTED 60 -70 11A VIA WHITE DOT CTS 317 050104RA -15 NO ASBESTOS DETECTED 60 -70 12A KIA WHITE DOT GROOVE CTS A -101 050104RA -16 NO ASBESTOS DETECTED 60 -70 13A KIA. WHITE DOT DOT CTS A -100 050104RA -17 NO ASBESTOS DETECTED 4045 14A KIA BLACKIGREEN MASTIC (FLOOR) 317 050104RA -18 2 -5 1-2 ISA KIA GREENBLACKMASTIC (FLOOR) A -101 050104RA -19 NO ASBESTOS DETECTED i -2 16A KIA BEIGE GLUElMAS71C FOR CTS 100 050104RA 20 NO ASBESTOS DETECTED 1-2 17A KIA BEIGE MASTIC HVAC 050104RA -21 NO ASBESTOS DETECTED 1-2 0 Report Continued on Next Page 0 o 0 u, 0 rn l May 6, 2008 17:35 Page 3 N 0 0 CLIENT : JAMES DENTICO CONTRACTING,INC LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED `° PROJECT : M POWER GYM WORK ORDER NUMBER: M805007 PERCENT ASBESTOS FIBERS %NON -ASB ID# ANA DESCRUMON LOCATION SAMPLE NUMBER CHRY AMOS CROC TRIM ANTH OTHER I FIBERS 18A KIA BLACK DUCT MASTIC A/C BRANCH 050104RA -22 5 -10 5 -10 r w 19A KIA BEIGE VINYL BASE COVE A -101 050104RA -23 NO ASBESTOS DETECTED 1 -2 N Comments: NO ASBESTOS DETECTED IN CREAM MASTIC co 00 20A KIA BEIGE PMERBOARD A -101 050104RA -24 NO ASBESTOS DETECTED 50 -55 � Ln M c� cc ry{�Q 1 ., U GUOIL� t rte• , � % %.' ° p 9 Analytical results pertain only to the sample(s) analyzed. Quality-Control Officer ABBREVIATIONS: ANA — Analyst; ASS-Asbestos; CHRY— Chrysotile; AMOS — Amosite; CROC - Crocidolite; TERM— Term /Act; ANTH- Anthophylite; ACT- Adnolite; AL— Aluminum; ANTH - Anthophylite; c- CD BLK— Black; BACK — Backing; BL -Blue; BRN— Brown; C— Cellulose; CALC— Calcareous; CPT — Carpet; CTL— Ceiling tile; CEM- Cement; COV— Cover; DEB - Debris; FG- Fiberglass; FIB - Fibrous, fibers; MAS- Mastic; MAT— Material; MIC— Micaceous; MW- Mineralwool; ORG— Orange; PAl— Paint; PAP- Paper; PL— Plaster, PLAS- Plastic; PWDR - Powder, RCF -Refractory ceramic fiber, RUB- Rubber; 0 SIL- Silver, SR- Sheetrock; SUB — Substance; S- Synthetic; TEXT - Textured; TR- Trace; TRAN - Transite; TREM— Tremolite; VERM— Vermiculite; VYL— Vinyl; W— Wollastonite; WH- White; YEL- Yellow. �+ 05/06/2008 TUE 17:44 FAX 813 2878545 EE &G 12005/006 EE &G Envmonmental Services, LLC . 7� 67 14505 Commence Way, Suite 400 E G Miami Lakes Florida 33016 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: :� +P-•r• C tZ(_ -� PROJECT: CLIENT CONTACT:D PROJECT NUMBER: 2Z� DATE COLLECTED: 5 -01-6$ _ PHASEI ASK: .DATE SENT: v (v DATE VERBAL NEEDED: '1 STOP AT FIRST POSITIVE: & N (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX __ OS0 t 0 ER SAMPLE NUMBER COLOR SAMPLE DESC91PTION SAMPLE LOCATION 1. 1 Bak yF wi mro A� -tot 2. a — Aelat q l q " V FI set 4c _ AA 1 , (a M'a w. i tx�k7lr� 3. 3 '" K t ` '�— _ A-400 4. Zoo 7. - 1 ge, c tYIc STPC 31 9. q t i' t, 1 je -- Qw s 100 10. 1b . tp bws 12. t _ Gukr� e fin )l bafi Qo �-TS _ AT ►b 13. t _ "Ac DoT Wi '� T5 - 14. - i c} WW err IL L'FS , w• G yam, '�s. s5 ray 1�e Doi cT�. 31 � 1s. X wi+. Qe f 6twi GTE A- 10 17. �� wk k - bbf A 100 18 . �� r 1 M4STit- maw 30 19. E�( _fit �p c ty�asn� how A, 101 . 20. P �n {�c�tl�aChc filt L l00 CHAIN OF CUSTODY: DATEITIME PRINT NAME/SIGNATURE PURPOSE .b 1 v�nS£u x a�. C T A @.T A C= Collecdon T= Tra ,: MAYS BY - .. 05/06/2008 TVE 17:44 FAX 813 2878545 EE &G 0006/006 EE &G Environmental Services LLC Q� 14505 Commerce Way. Suite 400 EE wm & GMiami "Lak es. Florida 33018 BULK TRANSMITTAL FORM 1 � CHAIN OF CUSTODY CLIENT: �J PROJECT- �k euu,� CLIENT CONTACT: C.m PROJECT NUMBER: ZJ3 - ZZ453 DATE COLLECTED: �. PHASEITASK: m I U GATE SENT: DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y N (drde one) DATE WRITTEN NEEDED: . SAMPLE PREFIX 6501bq JA SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. _21 A��KnC C 2. 212 Ale 3. fYiGS nc 4. .2q e i l�� Pwt� A6jL 4�1. n I� 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 16. 16. :17. .T8. 19. . 20. CHAIN OF CUSTODY: DATEtTIME PRINT NAME/SIGNATU E PURPOSE 1nS� le�,r OT A C T A C= Collection T= Tran spo AAL June 9, 2008 09:34 American Asbestos Laboratories REPORT SENT JAMES DENTICO CONTRACTING,INC PREPARED AAL TO: 10055 BISCAYNE BLVD BY: Asbestos Department MIAMI, FL 33138 406 North Reo Street JANE DENTICO Suite 139 3 - 756- 6553/FAX:305- 754 -9605 Tampa, FL 33609 NVI:AP Code 10 17 75 Thank you for your business. (813) 287-1{}05 Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) "Method for the Determination of Asbestos in Bulk Building Materials," EPA1600/R -93 -116, July, 1993. Sample Type BULK Date in June 6, 2008 #Of Samples 9 Date out June 9, 2008 Collected by B.C. /T.G. Delivery by DHL Work Order# : M806020 Received by KIA EE&G Project# 2008 2280 Project POWER GYM Analyzed By: I i I i 1� I � Khandaker 1. Anam Authorized Signature f t 3 � This report may not be reproduced except in full, without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. i i This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the united States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. ' The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question. j 'June 9, 2008 09:34 AAL Page 1 LABORATORY BULK SAMPLE ANALYSIS REPORT CLIENT : JAMES DENTICO CONTRACTING,INC Samples were analyzed in accordance with the Interim PROJECT : POWER GYM Method as described in 40 CFR Part 763, Vol. 52, No. 210 WORK ORDER NUMBER: M806020 PERCENT ASBESTOS FIBERS ( %NON -ASB ID# ANA DESCRIPTION LOCATION SAMPLE NUMBER CHRY AMOS CROC TREM ANTH OTHER FIBERS 01A KIA WHITE 2'X2' CEILING TILE NORTH HALL 080605BC -1 NO ASBESTOS DETECI ED 60 -70 02A KIA WHITE 2'X2' CEILING TILE WEST HALL CENTER 080605BC -2 NO ASBESTOS DETECI ED 60 -70 02B KIA WHITE 2'X2' CEILING TILE WEST HALL SOUTH 08060SBC -3 NO ASBESTOS DETECI ED 60 -70 02C KIA WHITE 2'X2' CEILING TILE WEST HALL NORTH 080605BC -4 NO ASBESTOS DETEC D 60 -70 02D KIA WHITE 2'X2' CEILING TILE WEST HALL S.C. 080605BC -5 NO ASBESTOS DETEC D 60 -70 i 03A KIA WHITE 2'X2' CEILING TILE EAST HALL SOUTH 08060SBC -6 NO ASBESTOS DETEC D 60 -70 03B KIA WHITE 2'X2' CEILING TILE EAST HALL CENTER 080605BC -7 NO ASBESTOS DETEC D 60 -70 03C KIA WHITE 2'X2' CEILING TILE EAST HALL NORTH 08060SBC -8 NO ASBESTOS DETECT D 60 -70 04A KIA WHITE 2'X2' CEILING TILE SOUTH HALL 08060SBC -9 NO ASBESTOS DETEC D 60 -70 Analytical results pertain only to the sample(s) analyzed. Quali y Control Officer ABBREVIATIONS: ANA — Analyst; ASB— Asbestos; CHRY— Chrysotile; AMOS— Amosite; CROC— Crocidolite; TERM —Term /Act; ANTH - Anthophylite; ACT —AC inolite; AL— Aluminum; ANTH- Anthophylite; BLK- Black; BACK — Backing; BL —Blue; BRN— Brown; C— Cellulose; CALL- Calcareous; CPT — Carpet; CTL —Ceiling tile; CEM- Cement; COV— Cover; DEB Debris; FG— Fiberglass; FIB — Fibrous, fibers; MAS- Mastic; MAT - Material; MIC— Micaceous; MW- Mineralwooh ORG— Orange; PAI— Paint; PAP— Paper; PL— Plaster; PLAS- Plastic; PWDR— Powder; CF— Refractory ceramic fiber; RUB — Rubber; SIL— Silver; SR— Sheetrock; SUB - Substance; S— Synthetic; TEXT— Textured; TR— Trace; TRAN— Transite; TREM— Tremolite; VERM- Vermiculite; VYL— Vinyl; W— Wollastonite; WH— White; YEL— Yellow. u V� EE &G Environmental Services, LLC EE&G p {� 14505 Commerce Way, Suite 400 Miami Lakes, Florida 33016 BULK TRANSMITTAL FORM RAIN OF CUSTODY CLIENT: PROJECT: CLIENT CONTACT: ' T4at��l7 PROJECT NUMBER: D ATE COLLECTED:- ' S ^ �c�3 -- BILL GROUPIPHASE: -DATE SENT: • � �r� DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y N (cirde one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE SAMPLE LOC TION 2. 3. 4. 6. 6 9. "du y`?? / 10. - 1i. 12. 13. 14. 15. j 16. 17. 18. 19. i 24. } I t CHAIN OF CUSTODY: DATE/TIME PRINT NAME/ IGNAT PURPOSE o .- • C T A T A C= Collection T= Transportation A= Analysis EEbG: Limited Asbestos Survey June 12, 2008 APPENDIX C FIGURES MPOWERSURVREP .. - . •.sue. -a.; ♦�� / /%/ / % 0/ 59RE'll WK EE6.G: Limited Asbestos Survey June 12, 2008 APPENDIX D INSPECTION PHOTOGRAPHS MPOWERSURVREP ` 3 �xf : � �y. ;�; , , r�� ,��4 k4 v, L � »� \ .. y .�. . .& �� . �� y . yam .. . . a .. .� . . »: .. « w� . � ` � © �� >?� «« � � � � . . .. :\> � s ��> ��.a ®�.� « .:.,�. .« .«±, . �wa.�� a . .< �.�� © °��. ® ©° ^��©�� ,� :� � � - ._ .� � � : �� , � � : � m � w«� %� � � � � � � � � _� .� z . � . a y � .� � � r . � . . q � � � � � � «� ar �. « \,«� m� � � � y,� 2 . . >� �� >?«? . » � � � \ : a��: � «zm ��, : a,. « « <� <� � � 2 « © >2� � � � � § y21� � � < � ....» w. <� e.. . ,,� � \� � ». v § ^ ©.� �� f� � � \ �� . ..v.. .�� , �� « { �� .� «x �« w :� � - . «.« »� . » � © »axe m� . . v � : .� . � .� ,«� \� y «� �� . � :.: �� \ EEb - G: Limited Asbestos Survey June 12, 2008 APPENDIX E CERTIFICATES MPOWERSURVREP '`,;`'.ta` "�;�' "f.# ��sa ':� :r�� ,r<' r t t a{ '''' ti {� }� � *•��f'�� ^j ?+„ 4�.�1 ,�`a SV r ��a:��,4'��3� "�A" -, y .� �� , � A 7((�� L { .' ;tIiIF «�,1r�r� x AppV Z i:;;,. � 1 .'� 4t �'7:.. ''�.' K,. e i 1. • y RT X '¢ . K �E: i�'t .. r(ly'i}s+'�y,'F: :d i Asbesto Mt { 378 95.664CFRT/BTR Q N. W S'C1 Avenae Furt'I,audardala . fiotida 3331'1 4) 524.7a08 fi t ! 1 ".tS / iQ /,` 'ii:7 Processed B tt M l��ri.l�l��.l�tl, • �� .t f ' lll�111111111� {I��l�lll1 �Il III11111111(�N1�1I�I�l ; , '� To Authentic t to Certiflca 4 .6 4: w e0 U11trai Ing:ao, jr R has successfa jj, j6o' "r yyyylllI��y�� , h w . !i # ' M s sb pa f 'in f � ` �{ � •'� : 141. 24- Aug -07 fro '4' 'AU9 -07 Indivtduai above has ramptetect the tequsfla trainj no. tCr aicereditation under TscA Tina II u .. o CMU uL "op a o n K Nn Not apectflcatty approved by Virginia, but accepted: Meets pteta'rep1rorno 1s of 32t;:IAC (It��twl},. nd . ut rt Tt�TN�6NTRtt+ U 1ap1AH 16).1 „ FG49•Q001020(CN�Ot70t3273, RE or w' UCAB r NDAAC Provider #451 Trainer{&): Mark Kj ie 1 r � Ia , 1 v ee k t�tlttltAl.O R to lift Training Address. goo. Nw 5tb Avc, rio i Laudcrda FL. X33:11 ` Successful course _ _ _ com .leudh based exam "sc� �,- - — _..._� { !' :on:. 0$/24(07 1AT ics R Stump Course S This Certificate Ex� �es� ' � 1 p " CertifIcateNumbe.r.:..... I �III i�U� l : 1111f11111�11 111111111f111�111 � • t 23 -Au -08 0 .8' 2 3 . - 1 COMO Number Si'0734 � ybr,•�.+; +uie tttt ,,�� p �?� �� r �� „, If �. ` }; r �e 4� ? " r 1 � �j" x fen' • 7. r�� _E[� �� `` ^;; ,�� ,�:;;( t 'qvt. =t!a,f(. �. �"�' tk'Y• .'? .i: ' t x . °�Jy �` 'w`� ° °. z :�. ikgi 5. �..;�r .i fir' rls ,;.i � Z' I� ��:G�3' � ' �f P ' �, {(( �. �• � -�{ ` P . , �' �h` i.��, � { CC. %•� g�3� . �(r ,�nr a U ".� , +?1��;��ka e'r� ,..i��;� �i(� � qj � A 3 '! r �.� , k"b�1,F,��r �'C�"�1i�43'tt1�. r„t: ifi xi�djdll� "• «t «.a nay Sl unl n ..IV " ...�,.,..•..r. v . ✓'. ., �„ r' � t {.. } ' Evans Environmental & Geosciences Provider # 0001354 14505 Commerce Way, Suite 400 Miami Lakes, FL 33016 (305) 374 -8300 certifies that RICHARD GRUPENHOFF 149 -74 -5232 has completed the requisite trainingfor asbestos accreditation under TSCA Title Hfor the course ASBESTOS INSPECTOR REFRESHER COURSE FLORIDA DBPR# 0004697 1E conducte November 15, 2007 byEE &G Certificate Number: 071115- 002 -INR Certificate Expires: November 15, 2008 Course Length: 1/2 Day Course Instructor: Dan Cottrell Daniel J. tottrell, Ph.D. Training Coordinator United States Department of Commerce National Institute of Stan dards and Technology Certificate of Accreditation to ISO /IEC 17025:2005. NVL" LAD CODE: 1017750 American Asbestos Laboratories, Inc. Tampa, FL Is accredited by the National Voluntary LaboratoryAccredltatlon Program forspeclflc seruices, listed on the Scope of Accreditation, for. BULK ASBESTOS FIBER ANALYSIS This laboratory Is accredited In accordance with the recognized Intematlonal Standard ISO /IEC 17025:2005. This accreditation demonstrates technical competence for a defined scope and'the operation of a laboratory quality management system (refer to joint ISO- ILA C -1AF Communique dated 18 June 2005). 40 0, of c ' 2008 -04 -01 through 2009 -03 -31 Effective dates For the htsfibVtW InRE6 of &wiftfs aw Tedworogy ' • �•ctt� of N" -01C (REV. 2008.09.13) ...: �.. ,.... �....«........r.. .........., ... ,..... ....- ..... ._ ..... »,._�. ,w,..� . �. .. ._.. ...�...,.., ..» ... ...,,.. __.:.. .• .......... _.......,...._ ...... __. . : 6 R }