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MC-18-500 t Inspection Worksheet Miami Shores Village' 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-298184 Permit Number: MC-2-18-500 Scheduled Inspection Date: April 12, 2018 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: GARCIA,JENNIFER&CESAR Work Classification: A/C Replacement Job Address:353 NE 94 Street { Miami Shores, FL 33138- Phone Number ` I Parcel Number 1132060136110 Project: <NONE> r Contractor: AAA MODERN AIR CONDITIONING, INC Phone: 954-921-4486 Building Department Comments A/C REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False J V i { Inspector Comments Passed M Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 11,2018 For Inspections please call: (305)762-4949 Page 11 of 36 i i Parmit"wo. MC-248-500 sxo' s°tet Miami Shores VillagePelmit Type.Mecttanicat-Residential 10050 N.E.2nd Avenue NE fork Classification:A1C Replacement g Miami Shores,FL 33138-0000sP-oi Perrnrt Status:APPROVED Phone: (305)795-2204 CORLDA Issue mt-31512018 f Expiration: 09/01/2018 Project Address Parcel Number Applicant 353 NE 94 Street 1132060136110 JENNIFER&CESAR GARCIA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone f Cell ,JENNIFER&CESAR GARCIA 353 NE 94 Street MIAMI SHORES FL 33138- 353 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,905.00 AAA MODERN AIR CONDITIONING, IN 954-921-4486 - _ - - � - - Total Sq Feet: 0 Tons: Available Inspections: Additional Info:A/C REPLACEMENT Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work:A/C REPLACEMENT Scanning:3 { .i r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# MC-2-18-66592 DBPR Fee $3.63 DCA Fee $2.42 02/27/2018 Credit Card $50.00 $217.93 Education Surcharge $1.40 03/05/2018 Credit Card $217.93 $0.00 Permit Fee $241.68 Scanning Fee $9.00 Technology Fee $5.60 Total: $267.93 r 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-nam con to do work stated. March 05, 2018 Authorized Signature:Owner / Applicant / on rac or Age Date Building Department Copy March 05,2018 1 112 Miami Shores Village mac . Buildin g paDe rtm n F 27 2P16 e t 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-0949 FBC 201 6+>,, BUILDING Master Permit No. IVIC, 18_506 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 1.��ECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /� CONTRACTOR DRAWINGS JOB ADDRESS: �� ,U `7 q 'S City: Miami Shores /,, County: Miami Dade Zip:, Folio/Parcel#: I I o�_ O a �(/l l O Is the Building Historically Designated:Yes NO { Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ,() OWNER:Name(Fee Simple Titleholder): � ;�A h 1 ' ;5Y rnom� Phone#: &E6"U, I Address:_ 53 psz— `7 64- city: W)(a,'k State: F1 Zip: - Tenant/Lessee Name: Phone#: Email: /J © CONTRACTOR:Company Name: �Q� �7 CPi�/r) QQU Phone#: q6y– %��� Address: g✓ o 1 h it City: State: �f! Zip: Qualifier Name: n )111/ Phone#: State Certification or Registration#: ea C / � Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��S . 0 Square/Linear Footage of Work: 1�I Type of Work: U Addition ❑ Alteration ❑�New ❑ Repair/Replace ❑ Demolition Description of Work: Specify colorofcolor thru tile: Submittal Fee$so Permit Fee$ , CF$ CO/CC$ Scanning Fee$ Radon Fee$ `� DBPR$ 3 r�3 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ( f ' (Revised02/24/2014) 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 i I 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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$1500;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 curs seven (71after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ve and a r ' ti dfee will b ged. 1 Signature Signature OWNER 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 r ✓ �'� wh per no ' to r l who is personally known to me or who has produced L as e or W oha produce)Pi l L as identification and who did take an oath. identification and who - n oattrAD�RA�TA NOTARY PUBLIC: NOTARY PUBLIC: MY COMMISSION 1t FF313369 '?g.' EXPIRES R ,!�• uqust 27,2019 14071398-0153 F101MONowyService.wm r ` r Sign: ign• 00, Print: C Print: ,,� Seal: Seal: '' Notary Puptic-State o1 Florida, ,,•`r`""`"�;.,, '. •y Commission N GG 009467 �= po GHAR,E �, r My Comm.Expires Oct 31,2020 Cowry publlc SS K(OGK •�%�4;,;t•```` Bonded through National Notary Assn. rough o "res GG p0g96rida APPROVED BY u9hNerlon Oct 3 ? an Eni e Zoning ry k Structural Review Clerk (Revised02/24/2014) 2/7/2018 Property Search Application-Miami-Dade County - I OFFICE OF I Hit R' APPRAISER .aa ' Summary Report Generated On:2/7/2018 Property Information .�- .• Folio: 11-3206-013-6110 a Property Address: 353 NE 94 ST Miami Shores,FL 33138-2831 r Owner JENNIFER ELISABETH GARCIA CESAR MANUEL GARCIA Mailing Address 353 NE 94 ST 1 'k MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE �.. FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 p, Actual Area 2,892 Sq.Ft Living Area 2,758 Sq.Ft Adjusted Area 2,710 Sq.Ft Taxable Value Information Lot Size 13,660 Sq.Ft 2017 2016 2015 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $411,764 $402,267 $399,124 School Board Land Value $409,800 $341,500 $327,840 BuildingValue Exemption Value $25,000 $25,000 $25,000 $188,616 $188,616 $188,616 XF Value $39,196 39,588 $25,400 Taxable Value $436,764 $427,267 $424,124 $ City Market Value $637,612 $569,704 .$541,856 Exemption Value $50,000 $50,000 $50,000 Assessed Value $461,764 $452,267 $449,124 Taxable Value 1 $411,764 $402,267 $399,124 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 ` Save Our Homes Cap Assessment Reduction $175,848 $117,437 $92,732 Taxable Value $411,764 $402,267 $399,124 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 07/06/2017 $760,000 30612-0459 Qual by exam of deed Board,City,Regional). 01/01/2007 $735,000 25311-3433 Sales which are qualified Short Legal Description 04/01/2003 $430,000 21241-3616 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 02/01/1993 $162,000 15832-0080 Sales which are qualified LOT 12&W20FT OF LOT 13 BLK 45 LOT SIZE SITE 13660 SQ FT OR 21241-3616 04/2003 1 COC 25311-3433 01 2007 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 're...�< 5t!,°R, y VEg SI 2018 Miami Shores Village ' Building Department ... ..�.. } _ _ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ORiDp Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC .••••• This form must accompany ALL air conditioning replacement permit applications. Eacbj{pjtZhang4-o1ltJflust be on its own data sheet. Multiple units on single sheets are not acceptable. •00:00 0 • Job Address(where the work is being done): F 3 9[> 'tel% •••••• •••• ••••• ..... . ..... City: Miami Shores Village County: Miami Dade Zip Codgy••• �v ; • •••••• 000000 0 0 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CQNgRETL:S�•A$ ;••••; ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATIOI4 0 0 0 •••0 0 0 0 A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS •• • AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES E2/NO❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL# l� COND. UNIT MODEL# KW HEAT NOM TONS AHU CU PKG Se 2 1)M.C.A AHU CU PKG $"5" AHU CU PKG Won 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES REPLACING DUCTS YES YES REPLACING THERMOSTAT YES YES NEW 4"CONCRETE SLAB YES YES 0 NEW ROOF STAND YES YES NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity(Wire Size): 6p 2. Maximum Overcurrent Protection (Fuse/Breaker Size): t'p� 3. Voltage of Circuit(208/240/480): ZA- 'O 4. Size Disconnecting Means: ,,/�" /� //���� �/ Contractor's Company Name: a� zgQ4& -,r) a/� Phone: 6/ /-g�7-810 State Certificate or Registration No.QQ{!1 � Certificate of Competency No. l a Signature ,:L� 1 ���� Date: �1 '5-k (Qualifier's signature) (Revised02/24/2014) Nou No's eD www.ahrid!rectory.org Certificate of Product Ratingsi AHRI Certified Reference Number :8215496 Date:02-06-2018 Model Status Active Old AHRI Reference Number : x •} . • b AHRI Type :SP-A '••` • ` • Series :R41 OA AC SPP • • • • Outdoor Unit Brand Name :PAYNE HEATING AND COOLING ", ••• • t Outdoor Unit Model'Number (Condenser or Single Package) :PA4ZNA060000—" f •••: � • • ••• a7� • �• Indoor Unit Brand Named ww • ` i` • : ••• t Indoor Unit Model Number(Evaporator and/or Air Handler) •• •• • Furnace Model Number : : • : • • ••• • t Region :All(AK,AL,AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI,ID,IL,IA,IN,KS,KY,LA,MA,MD,ME,MI,MN, 4s:MT,NC,•�P,JqE,NH, ;• : ; NJ,NM,NV,NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY,U.S.Territories) ..••.• Region Note :Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016. ) Beginning July 1,2016 central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement: The manufacturer of this PAYNE HEATING AND COOLING product is responsible for the rating of this system combination. Rated as follows in accordance with the latestf edition of ANSI/AHRI 210/240 with Addenda l and 2,Performance Rating of Unitary Air-Conditioning &Air-Source Heat Pump Equipment and suL bjecttoo�rat`ng accuracybyAHRI=s5o_'s6_red,,,indepj ndelnt,third party]esting •,t�j f I Cooling Capacity A2) Single or High Stage`(95F);btuh`:54 00 SEER:14.00— t •- p EER(A2)-Single or High Stage(95F) :11.30 IEER . --- --- ge DATE r T R M •_ V � -ZONING DEP f • BLDG DEFT SUBJECT 10 CGNIPI J,f NCE Wf FN ALL FEDERAL STATE AN,)L(_I.)N,`f HUL_S AND REGULATIONS ! t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new published rating is shown along with the previous(i.e.WAS)rating. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and Agm confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; �-� entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING. CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make Iitic heeler" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ——"" — 2 ©2018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131624039852709865 ) I ^ t ENGINEERING Technical Evaluation Report EXPR SIS c DIVISION:23 08 U0–COMMISSIONING OF HVAC X.PE.R.T,(engialsering Express ProduCl Eva ustion Report{ 1 THiS DOCUMENT CONTAINS(7)PAGES:THE FIRST PAGE MUST BEAR AN 160 SW 12TH AVE SUITE 106,DEERFIELD BEACH,FL 33442 ORIGINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE i(954)354-06601 ENGINEERINGEXPRESS.COM (issued September 1315,2016 Subject'to Renew September 12'17,2017) EVALUATIONTER-16-3190.14 t REPORT HOLDER: BRYANT HEATING AND-COOLING ° i 2000 PARKS OAKS AVE ® • ' , ORLANDO, FL 33428 USA liffl ing A Cooling Systems �. '"` ...... i (954)247-2003 1 FL. BRYANT.COM � ...--- _ 1 •r • • SCOPE OF EVALUATION(compliance with the following codes): 1 • •••• ,, • ••••; THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION c •8 ... f: 0'0re• +0000 ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE . :'.. • RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. y s ( ••^* °• •...0. 00 it .. This Product Evaluation Report is being issued in accordance with the :' : : • •• requirements of the Florida Building Code Fifth Edition (2014) per F8C • ' • ' 0000•0 Section 104,11, FMC 301.15, FBC BuildingCh. 16, ASCE-7-10, FBC • NOTE:GRAPHICAL DEPICT14NS W THIS REPORT ARE FOR••••• Existing Building sections 701.1,706,6.1, FBC Building 1522.2,and FBC ILLUSTRATIVE PURPOSES ONLY A74b MAY DIFFA•tU•APPEARANCE • Residential M1202.1, M1301.1, FS 471.025, including Broward County' .. . Administrative Provisions 107.3.4 The"product noted on this report has UNIT CASING MATERIAL: been tested and/or evaluated as summarized herein, i " 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for IN ACCORDANCE WITH THESE CODES EACH OF THESE removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED cold rolled steel for base pan.0.86mm galvanized steel sheet ASTM A653 SEAL OF THE EVALUATING ENGINEER. for side protector louvers and panels, secured with #10-16 sheet metal screws into top and base past. SUBSTANTIATING DATA: •Product Evaluation Documents , INSTALLATION: Substantiating documentation has been submitted to support this TER and Shall follow manufacturer specifications as well as the information provided is summarized in the sections that follow. herein. •Structural Engineering Calculations Structural engineering calculations have been prepared which evaivate the. STRUCTURAL PERFORMANCE: j product based on comparative and/or rational analysis to qualify the Models referenced herein are subject to the fo;`lowing design lunilrations, following design criteria: ASCE7-10 Exposure Category C,Risk II Up to and including 175mph(Vult)for up to 200`MRN*',HVHZ" s Maximum allawabfe unit panel wind pressure`connection Up to and including 170mph(Vull)for Grp to 250'MRH**,HVHZ"" integrity 'Up to and including 200mph(Vult)for up to 200'MRH**,Non-HVI-IZ— • Maximum allowable uplift,sliding,&overturning moment Ground or Roof Application per installation instructions for ground and roof applications **Mean Roof Height"'High Velocity Hurricane Zone ' MaxiMUm Rated Wind Pressure: Calculaiion summary for this TER is provided in the forces summary table, No 33% increase in allowable stress has been used in the 193pSf Literal, 93pSf Uplift(IessCleadLaadj design of this product. Microsoft Excel was used to carry out the calculations present in this report. Site specific wind analysis may, produce alternate iirnitations provided maximum rated wind pressure is not exceeded. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER&manufacturer-provided model specifications. ORIGINAL SIGNATURE AND RAISED SEAL The product components shall be of the material specified in the manufacturer-provided product specifications.All screws must be installed REQUIRED TO BE VALID PER CODE: in accordance with the applicable provisions & anchor manufacturer's published installation instructions. T LIMITATIONS&CONDITIONS OF USE. SSR tt�l "t,4b� Use of this product shall be in strict accordance with this TER as noted ,�*�, . •..w, .. herein, See final page for complete limitations and conditions of use. ,*• ,* - OPTIONS: �• t. This evaluation is valid for all BRYANT model families PA4Z,PH4Z,604D, Franl Liiwffieru1U)1%%fQ5EC9 Lw 7070-B;607C-B,707C-C,607C•C,707E,607E,capacities 24,30,36,42, ENGINEEr ESS� jt 48,60: Unit Model example:607C-C48. ,w �� % •. O �'Z. a„ r RPE#00 F1N # i `�a ,' 1SH: ,f >> j ti e Baked enamel. •'�`:. 1! tilt/ H- The FBC 14 defines APPROVED SOURCE(Section 2.2)as:'Ail independent person,firm or corporation,approved by the bu.'dng official wi:o'is competent and expeilenced in the aspp€icntian cot rs+. €nx>ering prndplas to materna s,methods or systems analyses'Engineering ExprausV professional*meet the competemy requ"aemenis as defined in the FRC mid Car.;seat Vier wrork Eng4tnc.,1nry Exp€e s•is regularly engaged in conducting and providing et<gineering evaluations of single�efement and full scale bui!dIng systems tests. is BRYANT•PACKaGE UNITS Engineering Express' TER-16-3190.14' SECTION 2 PRODUCT GROUND INSTALLATION =' r. Package Unit r k; Ground substrate TIE DOWN CLIP B nit I' (concrete,see (GROUND APPLICATION) schedule below) F 0 EIMP CAps 2- wide !46lf/l A283 (G de D)lifeel 0 11 3va i a length for all cabinets fled down • grouRtl'struc%re or d09/yald cllps; •• t• fas(pO 64p10 structure usiWanchor •••••• >>` 0 0 from Anchor Schedule to Host • • (j SOCTUTe•tdble and (aj X12 SAE 0 0.0 0• - (J Grade&sheet metal anew to fasten • • 0 0 clIrAo unlfuse pan.irDtaRl Of with- `I a • Q Y 0000• quangtles shown in �ettown Clip • • Tie-down clips location. 0 0 o Sclreot"karate clipsm4e;faft the ••••• See tables below for apglrtpAgj%cZmar. specifications and details SM• �r:n� bar TO-0a2. 0 •• for exact location • • • 0 • . • • •..••. ME-DOWN CLIP SCHEDULE TIE-DOWN CLIP A '0 • �.0 0• • 0 (GROUND APPLICATION) •• • Tie-down clips 3.25'wide ASTM A653 Unit Tie-down Tie-down steel 16ga cabinets fled down to a ground structure(concrete stab);fasten + Models ClipsA Clips B ( clip to'swclure using(1j anchor from Anchor Schedule to Host Structure Table(A)and(3)#14 SAE Grade 2 self. Table 1 6 6 drilling screws to fasten clip to unit base pan,Install In unit with quantities shown Table 2 NA in Tie-down Clip Schedule.Locate c1ps at 3-from the appropriate comer,equally See tables on last page for cabinet classification. ° spaced.Kit#CSTDC-KGR ANCHOR TO HOST STRUCTURE SCHEDULE Unit Anchor Type Anchor Types to Host Structure: Clip Type Concrete.. il Models 3,000 Psi 1.—318'ITW RED HEAD Trubolt wedge,Into 3,000 psi concrete minimum;edge distance 2-5/8"minimum and spacing 5-114"minimum. Table 1 T e ype B 2 2,_1/4"ELCO ULTRACON SS4 Anchor embedded 1 314'..,In 3,000 psi ' T e A NA concrete. 2112"from edge minimum. Table 2 T e B 2 l NA.-No anchors apply. d PANEL INTEGRITY i Additional Additional Additional; Additional ' Ground or Screws reinforcement Screws reinforcement Unit Unit Roof Panel Name Required required de Required required Models Height* (Pal beyond original Models (pa) beyond original m.inufacturing manufacturin TOP PANE E PANELA t. PA } Table i Ground PANEL D Yes Table 2 No EANKLE IPMEL F t. G SEE DETAIL t E IN.ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT. HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED,IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESSO 160 SW 12T"AVE.SUITE 106 DEERFIELD BEACH,FL 33442, Page 2 of 7 (954)354-0660 ENGINEERINGEXPRESS.COM l BRYANT PACKAGE UNITS Engineering Express° J TER-16-3190.14 r TIE-DOWN CLIP LAYOUT I DIM. 2,,,,, 2� DIM. 1 DIM. If d i • • DIM. 1 a1M. X .. ...... DIM. 2---- -�DIi�..1 - • 2 TIE-DOWN CLI' LAYOU-r :••••: 1 MECHANICAL UNIT N:T:S, ISOMETRIC C I LOUVERS C=C= ::IC�au c� r r 4"LONG STRAP TIE-DOWN CLIP LOCATIONS �= =a i I ' c r r� ,, TIE WI(3)#10 SMS r=�' SS410,(2)PER ®oar.-rte oIM > 10 MAX LOUVER DIM 2 ON CENTER(LONG SIDE OF UNIT) AS SHOWN LOUVERS REINFORCEMENT SCALE:N.T.S. FRONT VIEW FORCES SUMMARY 1 , i � Large Large' Large Small Small Small Max Lateral Uplift Unit Side Side Side Side Side Side Uplift t Pressure Pressure f Models (Psf) (Psf) Force Overturn Tension Force Overturn Tension Force • lbs lbs-in lbs) (Ibs) (lbs-in lbs lbs ' Table 1 42.4 42.4 759.0 29218.7 690.5 683.0 28084.4 663.7 586.0 Table 2 42.4 42.4 619.0 17489.3 546.5 388.0 15300.7 478.0 471.0 ]{ Note: ), 1.Calculations performed according to the information provided by the client.Cabinets were assumed solid(0%porosity)for shear and tension calculation purposes. i 2.Screw quantities were checked to reinforce unit panels as needed.They shag be spaced evenly throughout the panel bottom part, validating that the screw joins the panel with the supporting element.Screw sizes,quantities on panel,and panel characteristics are according to dienrs description. 3.Additional screw shell be at Last#10 SS 410. 4.For panel G,strap tie shall be no thinner than.16ga(Thts note applies Just for unit models In table 1). l 5.Installer shall Insulate dissimilar metals. 6.Units on details•may differ from actual units In appearance. r 7.Details apply for cilp type A 8 clip type B.with model unit limitation(see Table 2 last page). B.Slab dimension by others. i ENGINEERING EXPRESSO 160 SW 12111 AVE.SUITE 106 QEERFIELD BEACH,FL 33442 Page 3 of 7 � t (954)354-0660 ENGINEERINGEXPRESS.COM r BRYANT PACKAGE UNITS Engineering Express° TER-16-3190.14 SECTION 3 PRODUCT ROOF INSTALLATION Package Unit TIE-DOWN CUP (ROOF APPLICATION) P CII s 2' wide ASTM A283 Roof structure length for all o (Grade D)sleet 0.1 t 3'thick of varying len cabinets tied down a substrate(steel, 9 r d r aluminum see O root structure (rgdF '�{aa ) a , eeufvalegt, clips; fade••clip to •••••• schedule below) • _,... O O st►uctuit esing (2, ancl1g�or from O O An&8r Schedule tp�ipsi'syucture • ToWe and(A)012 SAE Grade 5 sheet •••••• t �• j y O O rrTW s�rgy(to fasten clip ip unit base O O MR pan.�nsCalf in unit with quantities •••••• . shots Tle-dowA*Strait d Clip • • �4{ M f'-= "�' Tie down cable.See 0 O S1t"yj%Locate cli2as A a m1n from .••.• -"" tables below for o 0 o the appropriate comer. * • s specifications Bft1!'�gt�'rij,mberT!!a96 • • • Tie-down clips location. • • • • See tables below for ' :•.•:• specifications • • TIE-DOWN CABLE&CLIP SCHEDULE Tie-down Cable Ty1w:(for r�Faupr%tions) I t 1.- 7x7 Galvanized cable for industrial Unit Roof Tle-down fable 'Cable WLL Screw Curb/ Tle•down application or any cable configuration that meets or exceeds WLL(Working Load Limit)specified. Models' Height* Cable Diameter (Ibsl Unit Rall Clips 2.- Minimum edge distance 3" from the unit comers. I Up to 260' (1)'B @2-1/8" 4 3.-Tie-down cable shall be wrapped around the Table 1 (250') 2 1/4" 1220 unit and roof stand call,and shall be lightened to a snug fit using the turnbuckle. The value shown In parentheses Indicates the allowable roof height In 170mph conditions.I e 200` 4.- Provide two cables per unit and one, (250')Indicates an allowable roof height of 200'for 175mph or 250'for 170mph Vult turnbuckle per cable,Installer shall verify that the capacity of the tum buckle meets or exceeds +See tables on last page for cabinet classification. cable capacity. " 5.=Neoprene pad shall be placed between the t ANCHOR TO HOST STRUCTURE SCHEDULE cable and the cabinet to preve nt distortion. Anchor a Anchor-Types_to_Host Structure: A.—1/4"SAE Grade 5 screw minimum 112"from edges Unit Roof 1/8"Min � 1/8"Min A553 with nut and washer OD 0.75' Models. Height 6061-T6 A36 Steel Aluminum Steel Curb B.—#12 Stainless Steel 410,Self-drilling screw,no less than'W long_ I Table 1 Up to 200' A A B , Notes: (250') 1.-Minimum steel curb thickness 189a; PANEL INTEGRITY I r r. Add)tlenall Additional i + Screws reinforcement Notes: Panel Name Required required Unit ROOF 1.Calculations performed'according to the Information provided by the cllenL Models Height q Cabinets were assumed solid(OYn porosity)for shear and tension calculation (pcs) beyond original purposes. -manufacturing 2.Screw quantities were checked to reinforce unit panels as needed,They O shall be spaced evenly throughout the panel bottom part,validating that the screw Joins the panel with the supporting element(base panel;for more details see last page). Screw sizes, quantities on panel, and panel PANEL B 0 characteristics are according to talent's description. 3.Additional screws shall be at least#10 SS 410. Table 1 Up 25Q 1 PANEL D ANELC 4 YeS 4,For panel G,strap tie shall be no less than 16ga. 5.Installer shall Insulate dissimilar metals. P EL E 0 AN LF 2 1 t PANEL G I See detall8 ENGINEERING EXPRESS®160 SW 121"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4 of 7 (954)354-0660,ENGINEERING EXPRESS.COM w c• , BRYANT PACKAGE UNITS Engineering Express' ( TER-16-3190.14 1 TIE-DOWN CABLE AND CLIP LAYOUT ROOF STAND PER SEPARATE ENGINEERING TIE-DOWN CABLE SEE TIE DOWN SCHEDULE RtEP.QOWN CABLES •6Eic`PIE DOYWI.••• SQIEDULE 00 i i v h UNIT BASE RAIL -;J-DOWN trL•1At•i 14 �. ' • • E•E'TIE-D0*v"•• ' SCHEDULE • • s. TIE-DOWN CLIPS �ri�+• ••• • ••••• E r / SEE TIE DOWN SCHEDULE PAD r •••••• 'hjPREI •••:• s+s- • • 31,29". 4•j.94" !. ,.:.' • •••••• SEE ANCHOR TO ROOF STAND2 TYP �ICAL ROOF MOUNT ON� p& HOST STRUCTURE PER SEPARATE _ SCALE:N.T.S. PLAN VIEW SCHEDULETABLE ENGINEERING iLi TYPICAL ROOF MOUNT ON STAND C SCAI E:N.7 5. ELEVATION VIEW ' a PACKAGE UNIT SEALING GASKET UNIT BASE L g 412 SSd10, r SELF DRILLING r NEOPRENE PAD ; t SC­ZliR EACH 0 —�-TIE DOWN CABLES CENT SIDE. x iir7u I € CURB FRAME 1 �'� CENTER ON e I SEE TIE DOWN PER SEPARATE- w, UNIT RAIL t SCHEDULE ENGINEERING TURNBUCKLE M a ,ROOF-MOUNT. ON CURB I .� .... .._.. ._ SC+iIE.N.T.S. DETAlL VIEW t I f 98"0 CROSBY 5-279 fORGED MACHINERY SHOULDER NUT EYEBOLT, 01 TYP., i �.--REINFORCEMENT PLATE go---- oo, I ° - ROOF CURB PER /y SEPARATE ENGINEERING 4 3 _ TYPICAL ROOF MOUNT ON CURB SCALE'N.T.S. ELEVATION VIEW 1 � ( I ENGINEERING EXPRESS 160 SW 12TH AVE.SUITE 106 DEERFIELD BEACH,FL 33442 I Page S of 7 I (954)354-0660 ENGINEERING EXPRESS.COM I . 3 , , k 6RYANT PACKAGE UNITS Engineering Express's TER-16-3190.14 12gn ASTM A653 s{i"O CROSBY S-279 t EYE STEEL, CENTER BOLT FORGED MACHINERY VERTICALLY IN SHOULDER NUT REINFORCING BASE RAIL EYEBOLT,TYP. UNIT BASE RAIL PLATE TV w1,4, @ 1:1 a I I I .... ....... ..... ..._.. _,___.: .._ mm . �?12 55 41D SELF• • •••• •••••• e '� DRILLING SCREW,• ...*,,. • TYP, +• • �•• •• •• _ _ • ---•�1'TYP. •••• •• • • • k Lr., _ — — — J • • • i • TYP, r TVF. • • • • • DO NOT PLACEREINFORCING PLATE •••••• • SCREW BELOW, 5 • i • • •••• • OPENING,TYP. . 'N.t.S DETAIL VIEW . I UNIT BASE RAIL •• • •• • • • S12SS410SELF •• • GRILLING SCREW, TYP. r S2'0 CROSBY S-279 _ / FORGED MACHINERY —LOUVERS SHOULDER NUT I �--- C=a� a 5 "NUT&USS FLAT o® C=c EYEBOLT,TYP, r=o WASHER GRADE S, 1Yz"O.D i�o o rI _a —4"LONG STRAP —� +a .—•-, TIE W/(3)#10 SMS (5 oa=©ccaac 12ga ASTM A3$ t �n S3410, 2 PER ' STEEL, LOUVER REINFORCING . I _ N — AS SHOWN PLATE 7y_1 LOUVERS REINFORCEMENT 4 SCALE:N.T.S. FRONT VIEW REINFORCING PLATE N.TS DETAIL VIEW a t I a , 4 FORCES SUMMARY ' lateral Uplift Large large Large Small Small Small Max Unit Roof Pressure Pressure Side Side Side Side Side Side Uplift r Models Height* (Psf) (Psf) Force Overturn Tension Force Overturn Tension Force (lbs) '(Ibs-in) (Ibs) (Ibs) (lbs-in) (Ibs) (Ibs) Up to 200' Table 1 (250,) 193.1 93.4 3450.0 117787.7 2783.8 3106.0 110955.0 23603 1290.0 ENGINEERING EXPRESS"160 SW 12111 AVE.SUITE 106-DEERFIELD BEACH,FL 33442 Page 6 of 7 I, (954)354-0660 ENGINEERINGEXPRESS.COM I 1 Y 1 BRYAN?'PACKAGE UNITS Engineering Express@ ( TER-16-3190.14 SECTION 4 UNIT FAMILIES,.DIMENSIONS&PANEL LOCATION C r LOUVER PANTE LOUVER PANEL G LOUVER PANEL G G LOUVER PANEt•••• G ' • • • 0000 000000 •. •• • t•• 0 • •• 000 •••••• 8 F E strrl, • routs D A B Wiese*** i••••i 0000•• �• •• • • • s•• •• •• 0000• doy ® o o a c00 a �o 0.000 •• • 0.000• 0000•. • • • • • • • . • • 0000•• . TABLE 1 jecomipendedregsW111g • 0 FAMILIES:604D,707C-B,607C-B,707C-C,607C-C,707E,607E. lcjeeumootion,Seepinel •••••• CAPACITIES:24,30,36,42,48,60 Integrity for quanAt=ej Peer• UNITS DIMENSIONS: panel, WIDTH;31,19"-42.94" DEPTH:47.00' & HEIGHT:42.13"—52.75" WEIGHT;288 Lbs.-506 lbs: D C s h: TABLE 2 FAMILIES;PA4Z,PH47-, CAPACITIES,-24,30,36,42,48,60 UNITS DIMENSIONS: WIDTH;32,00 DEPTH;51.00' HEIGHT:30.13'—42.13` WEIGHT.230 tbs.—425 lbs. CABINET NOTE::PA4Z&PH4Z are not suitable for Clip A.and it Is design just for ground mounting, LIMITATIONS&CONDITIONS OF USE: tJSe rlf ini�prod.att ld'.*0 te.n:U.CI 6r-UdAn--e.2ttt hYra TCR as rltltcd here€l - Ille;,'uppollmSJ h'usi str mlwe Sh3ht Vfl.des,rned to test">1 alt sup;rlmpostd lolds as dete(mir ucl t1y cglaf,Or18 mitt..i•v-At'has.a AS rrgy i"';Q,'r1:'f;d t>g h.,e Aa.:t'.^.f ly a-d✓irQ.€Ur:SrStCIEC'7 i E,,.>' tiC'IUrC cohdn+nns ulnad aru niat atr o4htc^.for in itus p:cva ucl s fespomw anctrct striedu!a-slmll be des,ped on a s:u.,sp-,hc bass 1)v a .tv c.,c..a.c t"rr€r:el,r„ ¢,?flail .� LUpt3u>;mg skuc±Ure by use CA al:s klomuafta Ad;u84}•&ht tactors net^O hc:e:n 4"ll the zpp a'1L e cnda5 rru5t Ge c'a s;dEreJ. :Ne'e.ppl,..,,x;it<:R;t 6�y,.. E;:r,..,rtF r�'lert:.:h•u"}ar6 p�rna t rtly,.s�nL'eGt sha;i be prctec:ed xy.ttrst corrnt�ort reftanlinatcn,and athcr su:h tiltma�e ct aii;fim4.x iu,ts:ners tnutt px:re°ra;e tnp;i�;;Dcr;,r:;;:rs:r.,icr;,.,.:.ta:at q.; :tvey(t:dl€tFt¢*:r.-a.:,.rt p�r,Ec, s<,rr.t,etld<fu vrthitt 6tte frill:1 member..All eml:rus,suew5 strap_.':!EE}S,ctld a;h3�h"tteC,t pari,^.t7tt t)e ShCstduttal t,.:@CUL va!ertS pelts,E5 kOn'J as it`,.'r3t;SU4ds.'.£f£,. _,;,sc en;t..;°{$are A21tfi sr,i;f4F 8r Tfs etr'elua Dt1 tl005 hOt Otte!any ei'alua;tgrr iC meel fje TUe ya!nlpact debGS rd 7Wirert{pnrs lvY"c I q'piC iy Oft,not reQa.rC'i fu'ttrs All cl in,,)Wtn;t re's'.sing ememi parietis,individ3s!!y rneet of i'k;.ft'd their LE HLiclty to resisl Lha design Mild loads 85 sta-o w the U".!Il ws as.m"':`eO N}0v4 9.'t0t1'%g::":A§.,€ l::'id'l1')o (n14) tai a trittit ir.deter:ilin5he nstlire,71 tllese un t%,eislnitioS alYd deflection caiin^.i"asr_urately uvalUeted..but w tr.C.atltlte"l ait+i3n of cxA lf°?l C;,i. ;.: 4'If1,t;niernn Si,ffCnet l?tff i,�•,ti t:`+l ha>s tine t8pa:,iPy lO unfasfaad tYMse tpfcGs 811ti(ndibnduaE EXiertis'!pattE 11eiP1^y cpnieirled Yearly In5peClGhS during equ!prnern MXP'la.ton.4 6-i 0;'( a;;;,ley,„."ad%'i;7 anchor t)DtL,,straps and ramae life In tie:.ert;en by Uhe Al'snnlrar.,,,f All�arna;ed cabinet comPonems,fosse,cuumed bret:e>r tcfowof in ;nteg:dy t,;u til;f,i(aJle u7nd i'mes ENGINEERING EXPRESS*160 SW 12'!t AVE.SUITE:106 DEERFIELD BEACH, FL 33442 Page 7 of 7 (954)354-0660 ENGINE ERINGEXPRESS.COM j