Loading...
MC-13-1887Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 197596 Permit Number. IMC -8 -13 -1887 Scheduled Inspection Date: January 29, 2014 Permit Type: Mechanical - Commercial Inspector: Perez, JanPierre Owner: CHURCH, ST ROSE OF LIMA CATHOLIC Job Address: 415 NE 105 Street Miami Shores, FL Project: <NONE> InspectMn Type. Final Work Classification: A/C Replacement Phone Number (305)758 -0539 Parcel Number 1122310430010 Contractor: EDD HELMS AIR CONDITIONING AND ELECTRIC Phone: (305)653 -2530 Building Department Comments 400 AMP FEED PANEL FOR AC EXACT REPALCEMENT Infractio Passed Comments INSPECTOR COMMENTS False �i W i January 28, 2014 For Inspections please call: (305)7624949 Page 6 of 39 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 28, 2014 For Inspections please call: (305)7624949 Page 6 of 39 r' � 14 BUILDING Miami Shores village Building Department 10050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC2►0t0 Permit Type: MECHANICAL OWNER: Name (Fee Simple , '{ AUG 1 9 200 'Y' Permit No.rnc, 3—) Master Permit No. 5 City: _M ,la anrw . Sh 'ay'e.S State: FLI Zip: Tenant&zssee Name: Phone#: Email: JOB ADDRESS: 71, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1l _d!:01e4 'S I — O — Lo Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: _ Address: _ �• rz, zip :rte Qualifier Name: 1VQrWY161,l11 Gam- Phone#: State Certification or Registration Certificate of Competency #: `Contact Phone#: ,3b5 � �� ® Email Address: e,/ DESIGNER: Architect/Engineerr- LPhone#: 4ll2,7 t Value of Work for this Permit: $ SquareAUnear Footage of Work: Type of Work: (Address Description of Wbtk: (New *zp.air/Replace (Demolition Submittal Fee $ Permit Fee �- -- , t��$� L CO /CC $ Scanning Fee $ , ® _ Radon Fee $ , DBPR $ • L° Bond $ Notary $ Tnining/Edncation Fee $ ' Technolou Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $31 AA v 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 i Owner or Agent The foregoing instrument was acknowledged before me this >`� g day of I , 20 a by i h Contractor The foregoing instrument was acknowledged before me this Zf4 day of . 24-1, by Apr LWyvAQe„ 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. NOTARY PUBLIC: My Comm , Npp1NE �US3 :, �y COMM1S910N D9 8 3 ,"P ber7 2013 NOV p�itbT�c Undero tern .... $;P' Bonded -Mfu� APPROVED BY (Revised 07 /10107)(Revised 06/10/2009)(Revised 3/15/09) ps aminer as identification and who did take an oath. NOTARY PUBLIC: Sign: 'NpgY PUS _ NADINE AUU1 LhFr4-- - l� EXPIR S: Novernbe° 20 Bonded Thru Notary Pubik; Undery is tJP�Fi•`� � 3 Zoning Structural Review Clerk V-1 E1111111tEdd Helms #A4c- 8- 13-1s8 y A#achmes+ A oa IoF2 Air Condltlonln & ElecfriC Customer: Saint Rose'Of Lima Catholic Church Attn: Art Cootie, Director Of Engineering Address: 4114 NF 105th Street Miami Shores, FL. 33130 ama11: acastleGarischoof.com Phone: 30a -m -0639 Fax: 306. 751 -13389 Location: Main Church RE: Main Church Air Conditioning Modllioagon Replace Sacristy unit Edd Helms Air Conditioning Is providing a proposal to perform air conditioning work In accordance with the following. Recommended verse existing single Compressor; to Install 4- Condensing units (20 tons with compressors each instead of the 80 ton exlsitng compressor, This version gives you the capacity control of operating Individual Condensing units based on the service demand or member load In [fie Church on 25 percent intervals per unit (941112 compressors) up toll On percent that also applies to air conditioning failures 0* ,affecting smaller percehtage of the Church verses the entire Church without air like the existing system. We will also Install a control system to manage the capacity control loadingfuniading sequence as well a$ a vadabfe•speed drive on the main fen to decrease the air low when There Is no toast and will also save energy. This method will also will save on energy consumption, therefore saving you money to operate at part load condllfons. This version will also take you off the Wall system which we have problem-.% with. We strongly recommend thla version of installation. We have INCLUDED the following in this propoeal; • Shut down and recover refrigerant and removal and disposal of the existing 80 ton Trane compressor and piping, • Install 4 new 4-20 Ton 3 phase Trane Condensing Units with 2 compressors in each one on each circuit of the existing air Dandling unit and coated condenser coils for salt air intrusion because of loomion. • Install stands for condensing units ,(must coordinate with roofer). • Strap and secure units. ' Install refrigerant piping to existing Trane AHU with 4 circuits. Insulate suction piping. Relocate electrical t0doonneots and panel main for air conditioning from the existing first floor to the second floor. • Supply new electrical with disconnects and control for the new condensing units on the roof • Install actuators on existing on fresh air Intake dampers. • Install 15 hp variable speed drive on the existing evaporator (fan motor to allow capa city control In light toad conditions based on the eongregants in the church during service hours therefore conserving energy and savings). • Install stand atone Building Automation Controller to manage the 4 new units cooling stages based on return air temperatures and modulate the vfd speed on the svapoiatar fan. it wlfl also monitor supply and return temperatures! 002 for the outside of On Intake end humidity • Crane Operation Cost • PreB$urize, teak check and evacuate system • Stert -Up and Check Unit Operation • Warranty &Year Compressor and 1 -Year Parts and Labor • Engineering/drawings 0850 N>: 5t11 AY+Drtlro # M1an1l. Ft. 80142 Tel: t306j 658.2b30. 7oii F;tcO: (008) 7282�3Q • l'AK; (305) 8!;3.7'988 * WWW.8"161401Y e5 ; QP*1 Palge2 We Have EXCI.UIaED the Pollowing from This Proposal • Roof modifications. (We will Coordinate work Wlth,CUSf0met Roofer) • Removal and Dlsposel Of any Hazard MaWlials. • Any Ctdeupgrade Modiffbatons eleolddal Bind mechanical • Permits for MechanlaM and Electrical ALL WORK i5 TO BE PERFORMED Monday. through FHday 'SAM TO 3:30FM EXCLUDING HOLIDAY$ Price tot the work or service performed- Written-Amount Tota9 Cost: $123,140:00 Tafrns of Paytnertt: As per Scheduled of values Al ipaymentg shall be-dub In avwftianCe wilh the -16"a d®ssdbad above. Custorner 2UMes to. payap cAaYrE cas¢s and sritorneye Tess should 18981 means ba necessary for polteOtian Thls propose! shall be valid for a, partod of •_ 31 _ days from IhV.date subra tte'd below. Submitted bye, Accepted by- 1E;dd Halms Air Conditioning Mitchel0 Screen Autho . Signature & 1 Account Manger- 306 -216 -6513 CM01249674 Date: 617113 1 Date.: I" i, -M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 4, 2013 Permit No: MC13 -1887 Building Critique — Sved Ashraf 1. Structural Critiaue — Sved Ashraf 1. Electrical Critique 1. Need riser diagram. Mechanical Critiaue 1. plans show clu on stand, structural spec & detail show rtu Plumbina Critique 1. 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. CERTIFICATE OF LIABILITY INSURANCE I D ^InnA DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 3ateman Gordon and Sands M50 North Federal Hwy - ighthouse Point FL 33064 INSURED - EDDHE1 Edd Helms Group, Inc. dba Edd Helms Electric Edd Helms Air Conditioning Inc 17850 NE 5th Avenue Miami FL 33162 -1008 COVERAGES CERTIFICATE NUMBER: 594634112 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE D WVD POLICY NUMBER MWDDDY/YYFYY M�D� LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR X XCU /Contractual GL20119261001 /1/2013 /1/2014 EACH OCCURRENCE $1,000,000 DAMAGE T E TE P E I Ea trance 1 $100,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,003,000 X Broad Form PD GENERAL AGGREGATE $2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER POLICY X PRO- LOC PRODUCTS - COMP /OP AGG $2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED r I SCHEDULED AUTOS II AUTOS NON -OWNED HIRED AUTOS X AUTOS CA20011461101 11/2013 /112014 Ea aekadent $1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Par $ B X UMBRELLA LIAR EXCESS LIAB . X OCCUR CLAIMS -MADE CU20011491102 /1/2013 /1/2014 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 DIED X RETENTION $0 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE " OFFICERIMEMBER EXCLUDED? (Mandatory in NH) 11 yes, describe under DESCRIPTION OF OPERATIONS below N / A WC200250112 /1/2013 /1/2014 X I gSTATU- LIMITS I 10TH- ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYE $1,000,000 E.L. DISEASE - POLICY LIMIT I $1,000,000 i i I DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more space is required) CERTIFICATE HOLDER CANCELLATION ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD "- dbio win Wd* 4Z.1. bNOM E REM IM26" Old),! '01 U 1'"*' [duo SEC. TYPLOI;'AkfiWiz9z-**-'-', 5 AIR CONDMONING INC.: k., MkHANIdL,'.:. HELMS INY TAX C*ajamB 75.00,-'-:b7/l8/ 13 .." CA .Woiker(s) 5d CO 022 This Lee jieifdtfie L,W )RUSInoss JmOhn ftceipj iam I lilema, ore -0-danififij holders The RECEIPT NO. 04*il�d he dispb ved on all Damm"alffit fohlolli 1 . Row. ea Code'S86*64m. For mom w - .. '. . % adon. visit Wown 61mlifidji IL .. ........... . .......... ................... . • f A Structural Calculations For New RTU's St. Rase Lima Catholic Church 10690 NE Ss' Avenue Miami Shores, Florida August 2, 2013 2010 Florida Building Code Index Wind Design RTU ....................................... ............................... i Attachment Reactions and Connectors ...... ............................... 2 -3 Total: 3 Sheets Submitted By: VASQUEZ STRUCTURAL ENGINEERS FL CA #30130 .02 -13 Alvaro Vasquez, P.E. Florida License No. 60843 Vasquez Str. Eng. — 6635 W. Commercial Blvd Suite 215— Tamarac, FL. 33319 — PH 954.726.7500 NECANind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/2/2013 Project No. Company Name Vasquez Structural Engineers Designed By Address 6635 W. Commercial Blvd. Description RTU Addition City Tamarac Customer Name St. Rose of Lima Church State Florida Proj Location 10690 NE 5th Ave, Miami Shores File Location: K: \CSW Technical files \Projects \0 Private Clients \Ed Helms \St Rose \St. Rose Wind.wnd Other Structures & Building Appurtances MWERS (Ch 29) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = See Below Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 18.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.22 Lzm: 1 *(Zm /33) ^Epsilon = 442.92 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.91 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 29.5 -2: Wind Loads for Chimneys, Tanks, Rooftop Equip. & Similar Structures Elev KZ Kzt Kd qz Pres ft psf psf - - - - - -- - - - - - -- - - - - - -- - - -- -- - - - - -- -- - - - - -- 30.00 0.98 1.00 0.90 41.585 35.347 Top E1 Btm El Width Type Cf Addl Tot Wid Shear Moment ft ft ft psf ft ft Kip K -ft - - - - - -- - - - - - -- - - - - - -- - - -- - - - -- - - - - -- - - - - - -- - - - - - -- - - - - - -- 30.00 .00 8.00 1 1.346 .000 10.767 11.4 171.3 Notes: Top E1 = Top elevation of element under consideration relative to grade. Btm E1 = Top elevation of element under consideration relative to grade. Width = Dia of circular cross - section & least horizontal dim of square, hexagonal or octagonal cross section. Type = (1)Square -Wind on Face, (2)Square -Wind Along Diagonal, (3)Hexag. or Cctag. (4)Round- Moderately Smooth, (5)Round- Rough, (6)Round -Very Rough Cf = Shape factor per Figure 6 -21 based upon H/D ratio and Type selected. Addl = Additional Area (Piping, Ladders, platforms, etc..), Cf =1.0 is assumed. Tot Wid = Total Wind Width: Cf * Width + Addl Shear = Shear @ Btm: Press * Tot Wid + Shear(top) Moment = Mom @ Btm: Mom(Top) +shear(Top) *(Top E1 -Btm El) +Shear(Btm) *(Top E1 -Btm I , 4b ANA i-J. -5 c x 1�- I : it 63 1 (1010 v , k, 9 m ?I I - cl±'t 4A: . . .... . ... I I . '0 c. Tor Ca'-N I - g $fit ! d!W r �v -3 510 6 '1S -qfv!-Le? 1XI fv-V41 54--3,7 51 G *(g7 (va pop y? H -w ant 0 � aj. V 0107 P V Z (v o -z3rN (P9, of W d OOfb d 14-1 L .ZCl) x3 ci mo h9 ®!.1j.. "9V G' '211) sb i I 1 I I °1 -1 t7 lei nq,1c� if `4106 ®E 2 01w vooh Mkcps JA802 /ozl VA � �lz ll vP V 1'Hr4 Q-L �! T d3S .AVc►t,f 45; 1 I Engineers i = R - _ 7T . 1'( i Lr For New Condensing Unit Attachment St. Rose Lima Catholic Church 10690 NE Se' Avenue Miami Shores, Florida August 26, 2013 2010 Florida Building Code Index Wind Design Condensing Units .................. ............................... 1 Attachment Reactions and Connectors ...... ............................... 2 -3 Total: 3 Sheep Submitted By: VASQUEZ STRUCTURAL ENGINEERS FL CA #30130 C;�i 5 -27 -13 Alvaro Pa�uez, P.E. Florida License No. 60843 Vasquez Str. Eng. — 6635 W. Commercial Blvd Suite 215— Tamarac, FL 33319 — PH 954.726.7500 -Ise$ - KZ ae>-*— Lw AII. Kd qZ Pres ft E'6-35 W. ---- psf psf -------- -------- ------- ------- ------- state Btm El Width Type Cf Addl Tot Wid Shear Moment ft otb" Stxucti=" S SUilding AVF=tan*" MOM (Ch 29) -es -7 r e -)aSed A 1 pleS.7ul show. a L ------- 30. 0C ------- Basic Wind :peed I'V". 00 44f'-- i' 7 t 1.4 1. 3 Struct-ur6l Exr.!os-".n'� --ate" Natural Frequency IN /A S-r-,;-'�ture No FaCtot i KU' Eli t -iorla 1 F JL Alpha :9 5 0 01 0 At 0 An, 5:; Epsilon C, n .00 y. Gust Factor Category I Rigid Structures Simplified Method Gustj: For Rigid S t ru tures I cat. Fr e -I - Hz! 0' - 8 IL Gust Factor Category II Rigid Structures Complete Analysis ZM; 0.6*Ht cc* ({3/Zm) 'G. 167 , Zn': I (Zm/ 331 °Eps i lon 442.92 1� Gus�12: 0. 925 1+1 1 zTri* 3. 4 *Q)], 4' ZT-0 Gust Factor Summary 6. Not a Fi.exibl�, Structure thp ij Figure 29.5-2. Wjn4 Lo&ds for Chimneys, Tanks, Rooftop V40,P- & Similar structures Elev KZ KZt Kd qZ Pres ft ---- psf psf -------- -------- ------- ------- ------- Top El Btm El Width Type Cf Addl Tot Wid Shear Moment ft ft ft psf ----- ft ft Kip X-ft ------ ------- ------- ------- ------- 30. 0C ------- ------- ---- 44f'-- i' 7 t 1.4 1. 3 Notes: Top )91 = Top elevation Of slement under consideration relative to grade. Etm El . Top elevation of element under consideration relative to grade. Width = Dia of circular Cross- section & least horizontal dim of square, hexagonal or octagonal cross section. Type = (1)Squars-Wind on Face, (2)Square-Wind Along Diagonal, (3)Hexag, or octag. (4)Round-Moderately Smooth, (5)Round-Rough, (6)Round-Very Rough of = Shape factor par Figure 6-21 based upon X/D ratio and Type selected. Addl = Additional Area (Piping, Ladders, platforms, etc_), cf-i.0 is assumed. Tot Wid = Total Wind Width: Cf * Width + Addl Shear = shear @ atm: Press * Tot Wid + Shear(top) ?I 4 t ftia �t o 0 rr c r i = 99 i (bj ( =Talon 5 x" � ) -( Ix_6� )� ° /Zk% v l�� 5T" � l 0 (59 T�c Sols - 101361 Z. g -70s" #f5,JOE z-(lsr P2 J �JW , I V/4-17 Isome -z Qwm ca -.11vo G'15��Sf 4cv� rf B� lrtqr ,= Z/ -3P f►cy) -)(y "9 cqa 5 I