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MC-19-733Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 04/12/2019 Parcel Number 1060 NE 104TH ST, Miami Shores, FL 33138 1122320290220 Contacts Permit NO.: MC -0419-733 Permit Type: mechanical - Residentiall Work Classification: A/C Replacement Permit Status: Approved Expiration: 10/01/2019 Description: DUCHESS MINI SPLIT Valuation: $ 3,500.00 Inspection Requests: 305 -*2-4949 Total Sq Feet: 0.00 Fees ERIC WOODLING Owner 1060 NE 104 ST, MIAMI SHORES, FL 33138 Other: 7275600539 NEL & SONS, INC. AIR CONDITIONING Contractor Business: 3052560327 $50.00 CCF $2.40 DBPR Fee Description: DUCHESS MINI SPLIT Valuation: $ 3,500.00 Inspection Requests: 305 -*2-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $72.50 Scanning Fee $3.00 Technology Fee $3.06 Total: $135.76 Payments Date Paid Amt Paid Total Fees $135.76 Credit Card 04/04/2019 $50.00 Check # 9646 04/12/2019 $85.76 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatinconstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. -144"•i A orized Signature: O / Applicant / Contractor / Agent Date April 12, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 VIED i �?R0 2019 BY: , ISL FABC 2f0� `� z BUILDING Master Permit No. C V 1` I ` ✓ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING (MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Oto 0 0 E I OtA ST - L City: Miami Shores County: C L Miami Dade zip: �i3)'r✓ Folio/Parcel#: 11 ' Z8.3Z _pZq - 0 22V Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: I OWNER: Name (Fee Simple Titleholder): Erne- LA-1QC >Lt N 6 Phone#: Address:— id(oo NG I0%A S T• City: VV 1 I A -i Vl I SNo("3 State: V L zip: 13$ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _ W1_ ,OnS Phone#::�?os— z s 6 - 032-1 Address: _14W � IyZ ST . ?%g1. - 7_08- 0379, City: >rI'I1AM A - State: 'FLS Zip: 33IP.� Qualifier Name: LA ?—A" f�F�A" S "I c:> Phone#: State Certification or Registration #: CACO 41601K Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: 2City: State: Zip: Value of Work for this Permit: $ 7 500 Square/Linear Footage of Work: Type of Work: ❑ Additi__on__,, 11❑ Alteration ❑ New N(Repair/Replace ❑ Demolition Description of Work: f7r.,S f t/ j � I Specify color of color thru tile: C i Submittal Fee $ v I* Permit Fee $ 1 Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State 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 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 $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 a e, the inspection will not be approved and a reinspection fee will be charged. Signature i Signatu OWNER or AGENT The foregoing ins trum t was acknowledged before come this _ day of i I 20 19 by „0,2:::6 nlS L)_ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before A me this day of .i 20 ( —1 by UI- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: IV Print: Print: Seal: l ; , a= _�% TANYA MARIE GARZON Seal: Notary Public - State of Florida Commission p GG 071819 My Comm. Expires Feb 21, 2021 '. +***********+k *s"s�i}F�,f�.*err*Bo►letlM+a6M+MaMd+►1fWitltA�lbF.** **+t*+**++*+**** *+ APPROVED BY A \(A\ l U Plans Examiner Structural Review (Revised02/24/20141 -.., TANYA MARIE GARZON �� = Notary Puhlir - Srara of Flnrl�ln Commission # GG 071819 oej My Comm. Expires Feb 21, 2021 I **@ft*" pkiem " " (A � % m. * * t * * * * Zoning Clerk PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable.. Job Address (where the work is being done): I i Go N Ile104 3 City: Miami Shores Village County: Miami Dade Zip Code: 9310,C2 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES [ NO ❑ ARHI Sheet Attached: YES d NO ❑ Contract Attached: YES UNIT BEING REPLACED ,S jt OR Miami Shores Village Building Department 10050 N.E.2nd Avenue -.. Miami Shores, Florida 33138 rasOR Tel: (305) 795.2204 fax:(305) 756.8972 AHU or PKG. UNIT MODEL # AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable.. Job Address (where the work is being done): I i Go N Ile104 3 City: Miami Shores Village County: Miami Dade Zip Code: 9310,C2 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES [ NO ❑ ARHI Sheet Attached: YES d NO ❑ Contract Attached: YES 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker 3. Voltage of Circuit (208/240/480): 7-0 P, 4. Size Disconnecting Means: Iry 516�_ Contractor's Company Name: dAmIllneaq State Certificate or Registr ion No.0 4 Signature (Revised02/24/2014) IS AMD 1'IzAc k -e -T Phone: 3Dr 2.SC7 -03a Certificate of Competency No. Date: UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL# LA?-- COLS N KW HEAT PWT Pyinio NOM TONS I IC AHU CU PKG 1) M.C.A AHU CU PKG AHU Cu PKG 2) M.O.P AHU Cu PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / 01A.. EER/SEER 2 1, YES NO REPLACING DUCTS YES O YES NO REPLACING THERMOSTAT YES N YES NO NEW 4"CONCRETE SLAB YES O IAL L YES isNEW ROOF STAND YES YES 0 I NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker 3. Voltage of Circuit (208/240/480): 7-0 P, 4. Size Disconnecting Means: Iry 516�_ Contractor's Company Name: dAmIllneaq State Certificate or Registr ion No.0 4 Signature (Revised02/24/2014) IS AMD 1'IzAc k -e -T Phone: 3Dr 2.SC7 -03a Certificate of Competency No. Date: 9 CAC 057445 I CAC 038224 March 16, 2019 Eric Woodling 1060 NE 104 St. Miami Shores, FL 33138 We welcome the opportunity to work with you on the Woodling Residence. We have studied the documents you have provided us. Based on the above; and the intent of the documents, please find the proposal for this project. As always, should you require any additional information, please do not hesitate to contact the undersigned. Best Regards, NEL & SONS AIR CONDITIONING Lazarus Angulo Page I 1 CAC 057845 f CAC 058224 PROPOSAL We hereby submit specification for installation of New Mitsubishi Mini Split System • HVAC Unit(s): Mr. Slim Ductless Equipment Description I Model QTY 21 SEER MSZ-GE15NA 1 Straight CI MUZ•GE15NA 1 • Controls: (1) Digital Mitsubishi Wireless Thermostat • Misc: (1) Electrical High & Low Voltage (1) Condensate Drain Line (1) Refrigerant Line Set (1) Condensate Safety Float Switch (1) Line Hide Cover Trims (1) Aluminum Wall Bracket (1) Miami Shores Mechanical Permit • Warranty: Mitsubishi Elite Diamond Dealer 12 Years Parts & Compressor Warranty Mitsubishi Elite Diamond Dealer 2 Years Labor Warranty Exclusions and/or Clarifications: Nel & Sons Air Conditioning, Inc. will not supply the following: Additional High Voltage / Low Voltage • Revised or additional work shall be approved and charged per proposal or work order. We propose hereby to furnish material complete in accordance with the above specifications, for Total Proposal Price: A 0 � -j r rU C) Payment Terms as follows: Commencement 50% Equipment-Instellation C""4_� 50% **Optional JB 12 Year ExtendXabor & Parts Warranty $630.00** 'NOTE' If there is any code or ordinance change, due to code enforcement after signing this acceptance of proposal. You will bg responsible for any cost because W out of our control. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from above specifications Involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. Note: This proposal may be withdrawn by Nei & Sons Air Conditioning, Inc. if not acdapted within 30 days. Acceptance of Proposal - The above price, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature - Date: 3 % Page 12 This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 201754313 Date : 04-03-2019 Model Status : Active 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 AHRI Type: HRCU-A-CB-O Series Name: M -Series TERMS AND CONDITIONS C E v Outdoor Unit Brand Name : Mitsubishi Electric D , Outdoor Unit Model Number: MUZ-GL15NA-U1 PR 0 1Ui9 Indoor Type : Mini -Splits By" l2 Indoor Model Number(s) : MSZ-GL15NA-U1 Iz Rated as follows in accordance with the latest edition of ANSI/AHRI 21 with Addenda 1 and 2, Performance Rating of Unitan(. •. Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independen% third pArtesting: Cooling Capacity (95F) : 14000 • • • CERTIFICATE VERIFICATION •••••• •••• EER (95F): 13.00 • •••••• • and enter the AHRI Certified Reference Number and the date on which the certificate was issued, SEER:21.60 �•.•.• '.•••' High Heae(471F) : 18000 �� . • • •,; • -CERTIFICATE NO.: 131987692248039819 Low Heat -(17F) : 12100 • •' • • • • r-, _ ___ �. •••::• •• • • Sold in? :USA�"�� � I •,- _ - •• �_� { •, '• • -�f 4T _7 4 W'r shores Villa g } ' �.. -APPROVED _ .--E3y-. ZONING DEPT RL DG DEPT G� SUBJECT TO COMPLIANCE WI FH ALL FEDERAL I COUNTY RUI FS A^JD RP:^ULATIONS 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) ratinq. 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 alteratlon 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 M5 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 life better - 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. ©2019Air-Conditioning, Heating, and Refrigeration Institute -CERTIFICATE NO.: 131987692248039819 Job Name: System Reference: Date: Indoor Unit: MSZ-GL15NA Outdoor Unit: MUZ-GL15NA Wireless Remote Controller ...... GENERAL FEATURES �Ii���iiIIIIIiIiIIIIIIIiilllllllli�► • Slim wall -mounted indoor units provide zone comfort control • • • • • • • • • ' iIIIIIIIVII�'llllllllllllllllllllll ";"• • INVERTER -driven compressor and LEV provide high efficiency and comfort while using only the energy needed to ineinM maxirpum btaormanee' • • • Illllllllllllllillllllllllu. , 0000:0 •••:• •••••• • • Multiple control options available: • - Hand-held Remote Controller (provided with unit) ' ' ' • • • • • • • - kumo cloud® smart device app for remote access ; • • :*see* -- .:.go ...... .... ...... GENERAL FEATURES :.•••: • Slim wall -mounted indoor units provide zone comfort control • • • • • • • • • ' • The outdoor unit powers the indoor unit, and should a power outage occur, the system is automatically restarted when power returns" ";"• • INVERTER -driven compressor and LEV provide high efficiency and comfort while using only the energy needed to ineinM maxirpum btaormanee' • • • • Multiple fan speed options: Quiet, Low, Medium, High, Super -high, Auto •' " ' 0000:0 •••:• •••••• • • Multiple control options available: • - Hand-held Remote Controller (provided with unit) ' ' ' • • • • • • • - kumo cloud® smart device app for remote access ; • • :*see* �' .• • • •. -Third-party interface options • • • • • - Wired or wireless controllers • • • • • Hot -Start Technology: no cold air rush at equipment startup or when restarting after Defrost Cycle • Quiet operation • Smart Set: recalls a preferred preset temperature setting at the touch of a button • Blue Fin anti -corrosion treatment applied to the outdoor unit heat exchanger for increased coil protection and longer life Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. Maximum Capacity Btu/h 18,200 Rated Capacity Btu/h 14,000 Minimum Capacity Btu/h 3,100 Maximum Power Input W 2,000 Cooling Rated Power Input W 1,080 Moisture Removal Pints/h 2.7 Sensible Heat Factor 0.78 Power Factor % 97/97 Maximum Capacity Btu/h 20,900 Rated Capacity Btu/h 18,000 Minimum Capacity Btu/h 4,800 Heating at 47°FZ Maximum Power Input W 2,010 Rated Power Input W 1,64e • • • 0 Power Factor % • • 98 / 98� • • Maximum Capacity Btu/h • • • • • 16,400• • 04*: Rated Capacity Btu/h• • 12,200 • • • • 00 Heating at 17°F3 Maximum Power Input W • • • • • 1 AQ • • • • • • • Rated Power Input W • • 1,1408 . • Maximum Capacity Btu/h • • • • •. 13,680. Heating at 5°F4 Maximum Power Input W • • 1,�/Q. •.. Heating at -4°F5 Maximum Capacity Btu/h •••• .. ; 11,160 �� • Heating at -13°F6 Maximum Capacity Btu/h - 0000 SEER 21.6 EER1 13.0 HSPF (IV) 11.7 Efficiency COP at 47°F2 3.30 COP at 17°F in Maximum Capacity3 2.60 COP at 5°F in Maximum Capacity4 2.55 ENERGY STAR® Certified (ENERGY STAR products are third -parry certified by an EPA -recognized Certification Body.) YES Voltage, Phase, Frequency 208/230V, 1 phase, 60Hz Guaranteed Voltage Range VAC 187-253 Voltage: Indoor - Outdoor, S1-S2 V AC 208/230 Electrical Voltage: Indoor - Outdoor, S2 -S3 V DC 24 Voltage: Indoor - Remote Controller Wireless Type Recommended Fuse/Breaker Size A 15 Recommended Wire Size (Indoor - Outdoor) AWG 14 MCA A 1 MOCP A 15 Indoor Unit Blower Motor Full Load Amperage A 0.76 Blower Motor Output W 30 Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. Airflow Rate at Cooling, Dry CFM 533-420-335-272-205 Airflow Rate at Cooling, Wet CFM 498-385-300-237-170 Airflow Rate at Heating, Dry CFM 463-367-304-247-205 Sound Pressure Level (Cooling) dB(A) 49-44-38-32-26 Sound Pressure Level (Heating) dB(A) 46-40-35-30-26 Drain Pipe Size In. (mm) 5/8(15.88) Heat Exchanger Type Plate fin coil External Finish Color Munsell 1.OY 9.2/0.2 Unit Dimensions W: In. (mm) 31-7/16 (798) D: In. (mm) 9-1/8(232) H: In. (mm) 11-5/8 (295) Package Dimensions W: In. (mm) 33-1/2 (850) D: In. (mm) 12 (300) H: In. (mm) 14 (3,51!)r • • • Unit Weight Lbs. (kg) ' •' 22 (10):::. Package Weight Lbs. (kg) so*:** 26 (101.4 • • • • Indoor Unit Operating Cooling Intake Air Temp (Maximum / Minimum)' °F 9Q DB 73 WB / 67 DB, 57 WB : • • . • � . • •. Temperature Range Heating Intake Air Temp (Maximum / Minimum) °F .... 80 DB /G7,90& • Goes MCA A �•:: 1G• :•: 99•0 .• 0000 MOCP A •00000•• 15 • • Fan Motor Full Load Amperage A • 010 • 00 ; 0 "' 00 Fan Motor Output W • • • • : 55 •00 :00* Airflow Rate CFM 1,243 / ?,229' Refrigerant Control LEV Defrost Method Reverse cycle Heat Exchanger Type Plate fin coil Sound Pressure Level, Coolingi dB(A) 49 Sound Pressure Level, Heating2 dB(A) 51 Compressor Type DC INVERTER -driven Outdoor Unit Compressor Model SNB130FQBMT Compressor Rated Load Amps A 7.4 Compressor Locked Rotor Amps A 9.3 Compressor Oil Type H Charge oz. FV50S // 11.8 External Finish Color Munsell 3Y 7.8/1/1 Base Pan Heater Optional Unit Dimensions W: In. (mm) 31-1/4 (800) D: In. (mm) 11-1/6 (285) H:In. (mm) 21-5/10(550) Package Dimensions W: In. (mm) 37 (940) D: In. (mm) 14-15/16 (380) H: In. (mm) 24-13/16 (630) Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. Notes • • •••• •••••• AHRI Rated Conditions Unit Weight Lbs. (kg) 81 (37) (Rated data is Package Weight Lbs. (kg) 90 (40) determined at a fixed Cooling Air Temp (Maximum / Minimum)* °F 115/14 Outdoor Unit Operating Cooling Thermal Lock -out / Re -start Temperatures** °F -1/3 Temperature Range Heating Air Temp (Maximum / Minimum) °F 75/4 Heating Thermal Lock -out / Re -start Temperatures** °F -9/4 Type R410A Refrigerant Charge Lbs, oz 2,9 • • 70 DB, j;Y jj U -4 DB, -5 VB • Gas Pipe Size O.D.(Flared) In. (mm) 1/2(12.7) Liquid Pipe Size O.D. (Flared) In. (mm) 1/4(6.35) Piping Maximum Piping Length Ft. (m) 65 (20) Maximum Height Difference Ft. (m) 40 (12) Maximum Number of Bends 10 Notes • • •••• •••••• AHRI Rated Conditions 'Cooling (Indoor // Outdoor) °F 80 DB, W.Wta.%95 DB,•7f):NB • • . (Rated data is 2Heating at 47*F (Indoor // Outdoor) °F 70 DB, �Q�WN7 DB, 43 VEB ' determined at a fixed "• compressor speed) 3Heating at 17*F (Indoor // Outdoor) °F 70 DB, 9% VW17 DB,'V•Vg' • � � • °Heating at 5*F (indoor// Outdoor) °F 70 DB,tb:"Q -4 DB4'5 VtR: • • • • Conditions 5Heating at -4*F (Indoor // Outdoor) °F • • 70 DB, j;Y jj U -4 DB, -5 VB • *Applications should be restricted to comfort cooling only; equipment cooling applications are not recommended follow ambient ter•*perate•re conditions,. ••• **System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. .0. • • 0000 Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. �iiiiiiii� iiiiiii� iii�l liiii� iiiiiii� i� [♦ — �� iiiiiiiiir• iiiiiiiiir• i�uiiiiiiiirt iiiiiiiii� iiiiiiiii�Wil � 2-5/16-1 L- 3l4 a�gm1III, I',Tp�^V�J11I _ Q JlJ N M 2-3/16 1-15/16_ 13/I6 Unit: inch Oblong bole 3/811-13-5/16 ; Air in V Inst All 0000•• • • • 0000•• 0000• 0000• •••••0 • • • •00.0• 0000•• Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. nsulation m1 - 3/8 O.D • • • GLiquid ji-?Gas line o1/4 19 - 11/16 (Flared connection o1/4) •• Drain hose Insulation of -1/8 n ected part 0518 O.D 1�j/; "��• 0000 4-3llb• Z• Droin he k+► • 000:0• 0000 Air out 4-3/ 000000 • 0000•• • • • 0000•• 0000• 0000• •••••0 • • • •00.0• 0000•• Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. nsulation m1 - 3/8 O.D • • • GLiquid ji-?Gas line o1/4 19 - 11/16 (Flared connection o1/4) line o3/8 16 -15/16 000 (Flared connection: q�/i6K;o1112NA), oil ?$N ) Drain hose Insulation of -1/8 n ected part 0518 O.D 0000•• • • • 0000•• 0000• 0000• •••••0 • • • •00.0• 0000•• Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. REQUIRED SPACE '1 4 in. or more when front and sides of the unit are clear Lv U 4 in Drain hole 01-21/32 (09/12/15 Btu/h) Air m L c SU19-- =o o -r- 1-9/16 �1 Ar Lwr 2 -holes 3/8x13/16 FORM# MSZ-GL15NA / MUZ-GL15NA - 201902 ote -1 o Unit: inch V \-100a'S•o • /h Or •• • moo' • *2 When any 2 sides of j,�j,tight and rear of the unit ar$ cleat , Servic • • • • • • • Liquid refrigerant pipe joint Refrigerant pipe (flared) o 1/4 Gas refrigerant pipe joint Refrigerant pipe (flared) o 3/8 (09/12 kBtu/h) o 1/2 (15 kBtu/h) AkMITSUBISHI ELECTRIC COOLING & HEATING 1340 Satellite Boulevard, Suwanee, GA 30024 Toll Free: 8001333.4822 www.mehvac.com G. Intertek Specifications are subject to change without notice. © 2019 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. Product No. 87740 (WBB5C)0uQN DESCRIPTION Made from heavy duty steel with a hot -dipped galvanized finish. The WBB500HR features a sliding cross bar for exceptional equipment width range and a level for added convenience. SPECIFICATIONS Material - Steel Coating - Galvanized Finish Q Capacity - 500lbs Max Load Length - 18 1/2" Width - 31" Height - 10 3/8" WIND RESISTANCE Maximum Height Risk Category 30' BLDG Risk Cat II, Exposure C 50' BLDG Risk Cat II, III & IV Exposure C & D 30' BLDG Risk Cat II, III & IV Exposure C & D • STATE OF FLORIDA APPROVED • MIAMI-DADE COUNTY, FLORIDA NOA NO. 15-0820.06, EXPIRATION DATE 10/6/21 CCR�*u For more information rectorseal.com/hurricane-rated-wall-condenser-bracket a cw, C"", Contact: RectorSeals 2601 Spenwick Drive, Houston, TX 77055 O 713-263-8001 1800-231-3345 ® 713-263-7577 ( 800-441-0051 ® rectorseal.com AC/HRB,J-16 WB B500H R Installation State of Florida Approved Miami -Dade County, Florida NOA No. 15-0820.06, Expiration Date 10/6/21 * EMOME Ml Bracket Arm (2) Crossbar (1) Support Arm (2) M8 x 30mm Hex Bolt (4) Clip Nut (4) Rubber Mount (4) M10 x 60mm Hex Bolt (2) M6 x 16mm Set Screw (2) offs on the back of each 30' appropriate). Slide extended bracket arms onto crossbar, key hole, aligning center hole with clip/rib? • arm as ne!Vdblo level both a a b Small Repeat and slide all four mounts to th# Sanies • arms. • • • • so*, Fc >= 3295 PSI (22.7MPa) Concrete 0 of their respective slots. • Small 30' (A) Anchors • • • • • • •••••• [I 000 • • • • • •• ••• 0 Tighten two bolts on • • • •(� • • • 0 0 • © Extended bracket arms. Q Level and attach crossbar with two lag screws or © Insert clear clip/nut into mounting ey hole 0 URSQrgv4 Lutber star6tz Min. E.D. 1 6" 1 4 3/4" anchors provided (Substitute other fastener types where from below arm. Attach rubber mounlrough • offs on the back of each 30' appropriate). Slide extended bracket arms onto crossbar, key hole, aligning center hole with clip/rib? • arm as ne!Vdblo level both a a b Small Repeat and slide all four mounts to th# Sanies • arms. • • • • so*, Fc >= 3295 PSI (22.7MPa) Concrete 0 of their respective slots. • Small 30' (A) Anchors • • • • • • •••••• [I 000 • • • • • •• ••• 0 Tighten two bolts on • • • •(� • • • each arm. • • • © Position arms to accommodate equipment measure- Q Install support arms inside Horizontal arms and tighten M10 hex bolts. ments and tighten set screws. Use remaining lag screws or anchors to secure bracket arms. Anchors Anchor a-3/8" Wedge Anchor (8) b - 5/8" Wedge Anchor (2) Kit c - M8 x 76mm Lag Screw (10) Min. Emb. 2" 4" 2 1/2" Min. E.D. 1 6" 1 4 3/4" 3/8" into side Grain Min. End D. I I I 1" 0 Position mounts to accommodate equipment measurements. Place con- denser on mounts aligning holes in feet with center hole in mounts. Attach using 4 provided M8 bolts. Note: Installation into wood requires the use of (2) 2x wood bucks. 2x shall be securely anchored to transfer load to building structure. Unit Size Maximum Height Risk Category Minimum Wall Requirement Anchors A B C D Small, Medium and Large 30' BLDG Risk Cat 11, Exposure C f'c >= 3000 PSI (20.7MPa) Concrete for Cracked and Uncracked Concrete a a a b Small 50' BLDG Risk Cat II, III & IV Exposure C & D Fc >= 3295 PSI (22.7MPa) Concrete a a a b Small 30' BLDG Risk Cat II, III & IV Exposure C & D Wood, G=0.42 Min., Cp = 1.6 c c c c The buyer of the aforelisted product(s) hereby indemnity RectorSeal Corporation, its successors and assigns, as they may in time appear, harmless against any claims, demands or liability arising out of the misuse of or from any use outside the intended scope of the aforelisted product(s). Misuse or use outside of the intended scope shall include any use contrary to that which is indicated with the accompany- ing literature and instructions. This unit must be installed in accordance with all applicable local building and mechanical codes. The purchaser or installer of these products is responsible for insuring that the structure and/or building materials making up the structure are sufficient strength, and a sufficient number and type of fasteners are installed, to take the combined weight of the bracket and unit or units. Contact: RectorSeal• 2601 Spenwick Drive, Houston, TX 77055 0 713-263-8001 1800-231-3345 0 713-263-7577 1800-441-0051 Q rectorseal.com . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Dimensions: Item Big uni (inc ) Medium unit (inch) Small unit (inch) a 17 12 11 b 45 34 18 c 42 35 26 Wel t s J18(105 lbs • ••• • • • • •• II II II I 14 11 • • • • • 1 • :00 •• • • • • • • • I• • f1•-�•-•— ten NO. Descri tion Bi unit (inch) Medium unit (inch) Small unit (inch) A s once e ween uni o0 4 6 8 fixin bolt and wall 1 2 Vertical arm B Distance between unit twofeel 17.32 12.9 11.4 C Distance between two 31 23 12 braches arms angle arm 104511 steel, galvanized, thkkness: 0.078' BOM S zonderser l,nil Condenser unit TEM NO. Description Material �N 0 A� QTY. 1 :rass arm 1045# steel, galvanized, thickness: 0.078' 1 2 Vertical arm 1045# steel, galvanized, thickness: 0078' 2 3 lorizontlit arm 1045# steel, galvanized, thickness: 0.078' 2 4 angle arm 104511 steel, galvanized, thkkness: 0.078' 2 S zonderser l,nil Condenser unit I Anchor bolts for concrete or Wt / lug scre.s for road General Notes Legend: 1.This Product has been designed to conform to O ANCHOR DESIGNATION the requirements as determined in the Florida Building Code 5th Edition (2014) and ASCE 7-10. 2.This product is designed for within and outside High Velocity Hurricane Zone. 3.Building structure must be designed by licensed professional engineer to carry the loads applied from this product. 4.Bracket material shall be AISI 1045 Steel with Fy=59 KSI or better. 5.All anchors to surrounding structure to be as listed and spaced as specified in these drawings, any substitutions shall be approved by a licensed professional Engineer. 6.A11. screws and fasteners shall be corrosion resistance. I— w Y m m w U) z LU 0 z O uiJ J 3 U J J N a O O N N O O U sM 1. O co O O Q N -, 't O. O O `L (0 � U O U W 10 _ 5 co p (D UQ 5 m N No 09814 �cc Q ; STATE OF • 40, a� T THEl7DaRE BERM,W, PF. NO.0%14 0awls DATE: 08/26/15 I DWG #: RS1508 I SCALE: N.T.S. 7 Alternations or additions to this document are CONDENSER BRACKET LAYOUT riot permitted. I SHEET: 1 Of 4 �N 0 A� U V WH -O ox ID N U J J N a O O N N O O U sM 1. O co O O Q N -, 't O. O O `L (0 � U O U W 10 _ 5 co p (D UQ 5 m N No 09814 �cc Q ; STATE OF • 40, a� T THEl7DaRE BERM,W, PF. NO.0%14 0awls DATE: 08/26/15 I DWG #: RS1508 I SCALE: N.T.S. 7 Alternations or additions to this document are CONDENSER BRACKET LAYOUT riot permitted. I SHEET: 1 Of 4 . ... . . ... % .. % . . . . . . . . . . . . o � 4375 0 17,75 Z 0.078o W •• • • • •• ••• •• ��� ,O Q 761a • • • • • • • • • �l + OZ • O • U u� 1, S • • • • • • • • • • • • tii J N 2.14 33.50 n 0.078 e 0 0 0 0 0 0 o A SECTION A -A CROSS ARM (p S-2 23.57 0.078 _ 1 � SECTION A -A 23,20 22,61 1.92 n o 0,078 DO o � � S CTINN B -B B P A' HORIZONTAL ARM S-2 VERTICAL ARM s -e Welding 0 1 11Welding 3` 23.85 � 50 � A F=1 O 0.078 SECTION A -A ANGLE ARM s -z U J in ti E N N O Q U oc co O vcMO o � .14 a n Q ma o L U O U O co Q(9mv) O 0 m (D E 75 U < Q m � N oU rn F•- �� �0EAfs* '', '0: No 09814 •y * STATE OF CONDENSER BRACKET PARTS THEODORE BERMAN. P.E. NO. 09$ 4 0828116 I DATE: 08/26/15 1 I DWG #: RS1508 I SCALE: N.T.S. SHEET: 2 of 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • Small Units Pc = 2000 PSI (13.8 MPa) Grout -filled CMU Wads Applied to the Structure (lbs) Anchor Anchor 30 BLDG Anchor Anchor Anchor Anchor Small Units Min. E.D. Min. End D. Risk Cat II Risk Cat. 11 R.C. III & IV R.C. III & IV Designation Size 290 289 318 fc 2 3295 P51 (22.7 MPa) Concrete /Pc >_ 2000 P51 (13.8 MPa) Concrete' Exposure C Exposure D 1 1/4• LAG Screw 2 1/2' 3/e' into 1' 1 per lR g 1 per leg ]per leg Anchor M<hor VlQ 3/8• side Grain 50'BLDG 156 el�'BLDG • • 2 1/4' LAG Screw 2 1/2" 3/8' into 1' 1 per leg 1 per Leg WLU 1 per Leg Designation Size Min. Emb. Min. E.D. Risk Ca[. II Risk Ca[. 11 R.0 111 & � 1✓K. Ilt� IV Risk Carol •lick b[. II R.C. III ✓yIM R.C*II &�Lr 3/8' into 1' 2 per Leg 2 per Leg 2 Per Leg 2 Per Leg 1 per leg side Grain 1/4• 5 FxvosureC Exposure D Exposure; osAeD Ez surLh G �r�D Ez�ITsure l• Fxdesur� 21/2" 1 per Leg 1 per Leg 1 per Leg 1 per Leg M F568 n/a - - h 1 per Leg I/4" Tapson SG 1 3/4"' 2 1/2' ]per Leg 1 per Leg 1 per lei Le � Per g 1 per L` •1 Pe•Leg 1 Per Leg* 1 per L� 1/4' u+• CCIn DO p: o 1 n/a3 2 per Leg 2 per Leg per leg 2 per LeH2 per Leg 2 Per Leg 4.8 Bott 4 ASTM F568 n/a - 1 per Leg 1 per Leg 1 per Leg 3/8' Into Grade 4.8 Bol[ 3/8' Hitti 2' 3' 1 per Leg 1 per Leg 1 per leg 1 per Leg 3 per leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 5 ASTM F568 n/a - 2 per Leg 2 per Leg 2 per Leg 2 per Leg KWIK Bot[ TZ Grade 4.8 Bolt Sleeve -All 12 1 Per leg 1 per leg 1 Per leg 1 per Leg 6 1/4' 1 3/4" 2 1/Z' U UE 1, 5/16• Sleeve -All 3 7/16' 31/8' 1 per Leh 1 per leg 1 per leg 1 per Leg - - - - Z Wz Q 3�• Sleeve -All 11/2' 3 3/4' 7 per Leg 1 per Leg 1 per leg !►per Leg 1 *rLA � pegleg leer Leg • 1 per Leg O W 1/4 1' 1 1/4' 1 per Leg 1 per Leg ]per leg 1 per♦!•eg I �r Le� •� pe� i�er Leg 1 �r Leg U GO (0.j3 D 2 Tapson SG J J p 3/8' HIIU 2" 3" 1 Leg 1 leg 1 leg • • 1 Leg • 1 leg • ].per leg 1 Leg 1 Leg �x KWIK eott TZ per per per per per per per 3 N 2' 1/4" 11/8" 2 3/2" 1 per Leg 1 Per Leg 1 per leg 1 per leg 1 per Leg 1 per leg 1 per Leg 1 per leg Sleeve -All u 3/4" 3• 11/4' 2 per Le g 2 per le B 2 per Leg 2 per Le 6 2 per L P Leg 2 per le P 6 2 per L P Leg 2 per Le D 6 KWIK Bolt TZ 2` 3' 1 per Leg 1 per leg t 1 per leg 3 Tapson SG 1 per leg 1 per Leg 6• 1/4 1 1/e" 2 1/2' 1 per Le g 1 per Leg 1 per leg 7 per Leg 1 per leg ]per Leg I per Leg ]per Leg Sleeve -All 3/8' HIIU 2' 3" 2 per Leg 2 per le 2 Per le 2 Per Leh 2 Per Le 2 per B g g P Leg 2 per Leg 2 Per Leg KW IK Bon TZ U 3• 3/4" 1 1/8' 21/2" 2 per leg 2 per Leg 2 Per leg 2 Per leg 2 Per Leg 2 Per Leg 2 Per Leg 2 Per Leg J J Sleeve -All C:) 4 3/8" ASTM F568 n/a - 1 per Leg 1 per leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg Lf) 4) N_O E Grade 4A Balt I/4" C7 CO t%% ch j 5 ASTM FS68 n/a - 2 per Leg 2 per Leg 2 per leg 2 per Leg 2 per Leg 2 per leg 2 per Leg 2 per Leg - -OJO Grade 4.8 Bol[ 1/4 r-O I7 a Ta con SG ]' 1 1/4` 1 per Leg 1 per Leg 1 per leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg ]per Leg U) .N LL CL Q ° 6 3/8' Q_°° L (D 'a U U W ca m Small Units o C M a E v �2C � Small Units Co ca L U < 5 C. 3 m �N O rn U ��pOREpef'''� . O O No 08814 Grad� 4.8 Bolt .�. it! ! Ti• �. STATE OF ®%��; ;0,R11) �i x41 4111 t Et 11111 ,,`, Small Units THEODORE BERMAN. P.E. NO. 00814 OY28 16 DATE: 08/26/15 DWG #: RS1508 SCALE: N.T.S. ANCHOR SCHEDULE SHEET: 3 of 4 Wood, G=0.42 Min., =1.6 Pc = 2000 PSI (13.8 MPa) Grout -filled CMU Wads Applied to the Structure (lbs) Anchor Anchor 30 BLDG Anchor Anchor Anchor Anchor Mln. Emb. Min. E.D. Min. End D. Risk Cat II Risk Cat. 11 R.C. III & IV R.C. III & IV Designation Size 290 289 318 Exposure C Exposure D Exposure C Exposure D 1 1/4• LAG Screw 2 1/2' 3/e' into 1' 1 per lR g 1 per leg ]per leg aper Leg Sleeve -All VlQ 3/8• side Grain 114 106 137 103 ]31 125 156 1 1/4' 2 1/4' LAG Screw 2 1/2" 3/8' into 1' 1 per leg 1 per Leg 1 per Leg 1 per Leg 2 3/2` 1 Per leg 1 per Leg side Grain 7 Per Leg 4 5/8' 1/4" 11/8" 2 7/2" 3 1/4' LAG Screw Z I/2' 3/8' into 1' 2 per Leg 2 per Leg 2 Per Leg 2 Per Leg 1 per leg side Grain 1/4• 5 ASTM F56B n/a /8' - Tapson SG ] 3/4'" 21/2" 1 per Leg 1 per Leg 1 per Leg 1 per Leg M F568 n/a - - 1 per Leg 1 per Leg 1 per Leg 1 per Leg 13/4" 4A Bolt 11/2" 12 2 Per Leh 2 per Leg 2 per Leg 2 Per Leg 3 1/4' u+• Tapson SG ftG.de M F568 n/a3 2 per Leg 2 per Leg per leg 2 per LeH2 per Leg 2 Per Leg 4.8 Bott 4 ASTM F568 n/a - 1 per Leg 1 per Leg 1 per Leg 3/8' Into Grade 4.8 Bol[ AG Screw 21/2" side Grain 1' 1 per leg 1 per leg 1 per leg 1 per Leg 5 ASTM F568 n/a - 2 per Leg 2 per Leg 2 per Leg 2 per Leg Grade 4.8 Bolt Sleeve -All 12 1 Per leg 1 per leg 1 Per leg 1 per Leg 6 1/4' 1 3/4" 2 1/Z' 1 per Leg 1 per l.eg 3 per leg 1 per Leg Tapmn SG HIIU KWIK Bolt TZ 2` 3' 1 per Leg 1 per leg ] per leg 1 per leg 1 per Leg 1. per Leg 1 per leg 1 per Leg 6• 1/4 1 1/e" 2 1/2' 1 per Le g 1 per Leg 1 per leg 7 per Leg 1 per leg ]per Leg I per Leg ]per Leg Sleeve -All Wood, G=0.42 Min., =1.6 Pc = 2000 PSI (13.8 MPa) Grout -filled CMU Wads Applied to the Structure (lbs) Anchor Anchor 30 BLDG Anchor Anchor Anchor Anchor Mln. Emb. Min. E.D. Min. End D. Risk Cat II Risk Cat. 11 R.C. III & IV R.C. III & IV Designation Size 290 289 318 Exposure C Exposure D Exposure C Exposure D 1 1/4• LAG Screw 2 1/2' 3/e' into 1' 1 per lR g 1 per leg ]per leg aper Leg Sleeve -All VlQ 3/8• side Grain 114 106 137 103 ]31 125 156 1 1/4' 2 1/4' LAG Screw 2 1/2" 3/8' into 1' 1 per leg 1 per Leg 1 per Leg 1 per Leg 2 3/2` 1 Per leg 1 per Leg side Grain 7 Per Leg 4 5/8' 1/4" 11/8" 2 7/2" 3 1/4' LAG Screw Z I/2' 3/8' into 1' 2 per Leg 2 per Leg 2 Per Leg 2 Per Leg 1 per leg side Grain 1/4• 5 ASTM F56B n/a /8' - Tapson SG ] 3/4'" 21/2" 1 per Leg 1 per Leg 1 per Leg 1 per Leg M F568 n/a - - 1 per Leg 1 per Leg 1 per Leg 1 per Leg 13/4" 4A Bolt 11/2" 12 2 Per Leh 2 per Leg 2 per Leg 2 Per Leg 3 1/4' u+• Tapson SG ftG.de M F568 n/a3 2 per Leg 2 per Leg per leg 2 per LeH2 per Leg 2 Per Leg 4.8 Bott 4 ASTM F568 n/a - 1 per Leg 1 per Leg 1 per Leg 3/8' Into Grade 4.8 Bol[ AG Screw 21/2" side Grain 1' 1 per leg 1 per leg 1 per leg 1 per Leg 8 -Inch Lightweight, Medium -Weight Pc = 2000 PSI (13.8 MPa) Grout -filled CMU Wads Applied to the Structure (lbs) Anchor Anchor 30 BLDG Anchor Anchor 50' BLDG Min. E.D. Designation size Min. Emb. Min. E.D. RHk Cat. II Risk Cat. 11 R.C. 111 & N 0.,[. III a Iv 248 240 271 238 265 259 290 289 318 Exposure C Fx osure D Exposure C Exposure 0 156 11/2" 72 3 per Leg 1 per Leg 1 per Leg 1 per Leg 45/8" Sleeve -All VlQ 3/8• eb 114 106 137 103 ]31 125 156 1 1/4' 13/4" 4 45/8" 1per leg 3/g• Tapson SG 13/4 " 2 3/2` 1 Per leg 1 per Leg 1 per Leg 7 Per Leg 4 5/8' 1/4" 11/8" 2 7/2" 1 per Leg 1 per Leg 1 per leg 1 per Leg 4 Sleeve -All n/a - - 1 per leg 2 1/4• 5 ASTM F56B n/a - - Tapson SG ] 3/4'" 21/2" 1 per Leg 1 per Leg 1 per Leg 1 per Leg 3/8' 6 Titen HD' 13/4" Sleeve -All 11/2" 12 2 Per Leh 2 per Leg 2 per Leg 2 Per Leg 3 1/4' Tapson SG ] 3/4" 21/2' 2 Per Leg 2 per Leg 2 per Leg 2 Per Leg 3/8' 4 ASTM F568 n/a - 1 per Leg 1 per Leg 1 per Leg 1 per Leg Grade 4.8 Bol[ 1/4' 5 ASTM F568 n/a - 2 per Leg 2 per Leg 2 per Leg 2 per Leg Grade 4.8 Bolt Sleeve -All 12 1 Per leg 1 per leg 1 Per leg 1 per Leg 6 1/4' 1 3/4" 2 1/Z' 1 per Leg 1 per l.eg 3 per leg 1 per Leg Tapmn SG 8 -Inch Lightweight, Medium -Weight and Normal- -Well ht Hollow CMU Wads Applied to the Structure (lbs) 30 BLDG Anchor Anchor Min. Emb. Min. E.D. Mir. End D. 100' BLDG Risk Cat. tl Designation Size Download 221 248 240 271 238 265 259 290 289 318 VIA) Ex wreC 86 6/8. 156 154 184 1 Then HDA 13/4" 4 45/8" 1per leg VlQ 3/8• eb 114 106 137 103 ]31 125 156 2 Tien HD- 13/4" 4 45/8" 1per leg 3/g• 3 Titen HDa 1.3/4„ 4 4 5/8' Z per Leg 3/8' 4 ASTM F668 n/a - - 1 per leg 5 ASTM F56B n/a - - 2 per Leg Grade 4.8 Bolt 3/8• 6 Titen HD' 13/4" 4 4 S/8' 1 per leg Wads Applied to the Structure (lbs) 30' BLDG 50' BLDG 100' BLDG Load Location Load Type Risk Cat. tl Rlsk Cat II 0..C. III & IV R.C. III 81V Risk Cat. 11 Rlsk Cat. 11 R.C. 111 & IV R.C. 111 & IV Ra.C. 111 & N R.C. III & IV Exposure C Exposure D Ezpowre C EzposureD Ezposure C Ezposure D Expaaure C Exposuref) Exposure C ExposureD Download 221 248 240 271 238 265 259 290 289 318 VIA) Uplift 86 114 106 137 103 131 125 156 154 184 Download 221 248 240 271 238 265 259 290 289 318 VlQ Uplift eb 114 106 137 103 ]31 125 156 154 164 . . •.•• . . . ••• .. .. . . .. .. . . . . . . . . . . . . . ... . . . . .. . Medium and targe Units and Normal -Wei ht Grout -Filled CMUCL Loads Applied to the structure (lbs) 3D'BLDG 40'BLDG Anchor Anchor Min. Emb. Min. E.D. Risk rat II Risk Cat. 11 Designation Size fc 23000 psi (20.7 MPa) Concrete for Cracked and Untracked Concrete S/8• 1 S/8` LAG Screw Anchor Anchor Titen HD- 41/2" � ��r 1 per Leh 1 per Leg 20 G 1" 1 LOG 1 per Leg 1 per Leg 1154 W S/8"Into Designation Slze Min. Emb. Min. E.D. Risk Cat. 11 Exposure C Risk Cat.11 Exposure C Risk Cat.Q Ez osureb �C. Ir&IW Rk o!i•O g,c. Ilj&11r E Detre D Pisy Cat lV Riskjat.11 .C.yl&IV Ex 're C Ex o•rte D E lure C 3/8" LAG Screw 2 1/2• qU h 3/8• 1/2 3 S/8' 4' 1 per leg 1 per Leg 1 per Leg 1 per Leg* - • 1 Rer Leg • • • • - lC Co yi C A 4 Titen HD• I/2" n/a - 1 per Leg 1 per Leg Grade 4.8 Boit 1/4' Q W X 1 Titan HC- 5 314' 4' 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per leg Grade 4.8 Bolt U U F 5/8" Hild KWIK Bolt T2 4" 4 3/4' 1 per Leh - - • • • • - • 11 00- • • • - • - side Grain 2' Z W ,'� o 1" 11/4• 1 per Leg 1 per Leg 1 per Leg f 1 peiLeg� � pe�Leg� � ee*Leg� •1 per Le� 1 per Leg W n Ta c%n SG U � 2 3/8` Hilo 2" 3" 1 per Leg 1 per Leg 1 per Leg •i.er Leg• l per L� • • l pe•Le8• *Wer IRP 1 per leg J J Q KWIK Boit TZ �x 3/8• 3 3J4• 4 1/2" 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 3 per Leg 1 per leg 3 N Titen HD• 3/8" Titen HD° 3 3/4' 4 U2" 2 r le per B 2 per Leg 2 Per Leg 2 per Leh 2 per Leh 2 per Leg 2 per Leg 2 Per Leg 3 3/8' Hild KWIK Bolt 7Z 2" 3" 2 per Leg 2 per Leg 2 per Leg 2 per Leh 2 per Leh 2 per leg 2 per Leh 2 Per Leg 3/8" U 4 ASTM FSfiB n/a - 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg J J Grade 4A Bok 0 o u4" rn EE N 5 ASTM F568 n/a - 2 per Leg 2 per Leg 2 per Leg 2 per Leg 2 per Leh 2 per Leg 2 per Leg 2 per Leg y p Grade 4.8 Bolt J 3/8" Hiltl KWIK Bolt TZ 2" 3' 1 per Leg 1 per Leg 1 per Leg 1 per leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg O j 6 C- 318" 3 3/4' 3' 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg 1 per Leg V Then HD- ,N a 0Qt0� � GD Medium and Large Units Medium and Large Units C O O � -� a (B Vr m0 O 0 C 3 '� v C� +O" L (6 = L U Q m d N U rn �, .� O�OREr8;; • nis 9�,°♦ .� �c '2 No 09814 it .1k" » i4 O ; STATE OF 1: Design values are in pounds per Inch of thread penetralon Into side grain of wood member. rrrrrrrettttttiti,, Medium and Large Units THEODORE SERA MI, P.E, NO -08814 OBRw13 DATE: 08/26/15 DWG #: RS1508 SCALE: N.T.S. ANCHOR SCHEDULE SHEET: 4 of 4 8 -inch Lightweight, Medium -Weight and Normal -Wei ht Grout -Filled CMUCL Loads Applied to the structure (lbs) 3D'BLDG 40'BLDG Anchor Anchor Min. Emb. Min. E.D. Risk rat II Risk Cat. 11 Designation Size Size ExpowreC Exposure C S/8• 1 S/8` LAG Screw 2 1/2• 1 Titen HD- 41/2" 12 1 per Leh 1 per Leg VIA) u4• 1" 1 1/4' 1 per Leg 1 per Leg 1154 Tapcon SG S/8"Into 2 3/8' 2 3/4' 12 1 per Leg 1 per Leg 1 per leg Titen ND• 3/8" LAG Screw 2 1/2• 5/8' into 3 3/8• 2 3/4" 12 2 per Leg 2 per Leg side Grain Titen HD• 3/8' 4 4 ASTM F568 n/a - 1 per Leg 1 per Leg Grade 4.8 Boit 1/4' 5 ASTM F568 n/a - 2 per Leg 2 per Leg - Grade 4.8 Bok 2 Per Leg Grade 4.8 Bolt 5/8• 6 Titen HD- 41/2• 12 1 per Leg 1 per Leg 6 Svew 2 u2• side Grain 2' 1 per Leg 8 -inch Lightweight, Medium -Weight and Normal -Wei ht Grout -Filled CMUCL Loads Applied to the structure (lbs) 3D'BLDG 40'BLDG Anchor Anchor Min. Emb. Min. E.D. Risk rat II Risk Cat. 11 Designation Size Size ExpowreC Exposure C S/8• 1 S/8` LAG Screw 2 1/2• 1 Titen HD- 41/2" 12 1 per Leh 1 per Leg VIA) u4• 1" 1 1/4' 1 per Leg 1 per Leg 1154 Tapcon SG S/8"Into 2 3/8' 2 3/4' 12 1 per Leg 1 per Leg 1 per leg Titen ND• 3/8" LAG Screw 2 1/2• 5/8' into 3 3/8• 2 3/4" 12 2 per Leg 2 per Leg side Grain Titen HD• 3/8' 4 4 ASTM F568 n/a - 1 per Leg 1 per Leg Grade 4.8 Boit 1/4' 5 ASTM F568 n/a - 2 per Leg 2 per Leg - Grade 4.8 Bok 2 Per Leg Grade 4.8 Bolt 5/8• 6 Titen HD- 41/2• 12 1 per Leg 1 per Leg Wood, G=0.42 Min., =1.6 Loads Applied to the structure (lbs) 15'BLDG Anchor Anchor Min. Emb. Min. E.D. Nin, End D. Risk Cat. II Designation Size Load Location E ureC 1 S/8` LAG Screw 2 1/2• 1• into side 21/2' 1 per leg 1591 1538 1730 VIA) Grain 874 934 984 1164 1125 1328 1154 1370 13170 S/8"Into 2 3/8" LAG Screw 2 1/2' side Grain 11/2• 1 per leg 3 3/8" LAG Screw 2 1/2• 5/8' into 11/2' 2 per leg 1370 13170 1509 side Grain 3/8' 4 ASTM F568 n/a - - 1 per Leg Grade 4.8 Bolt 5 ASTM F568 n/a - - 2 Per Leg Grade 4.8 Bolt 1/2' LAG 3/4"Into 6 Svew 2 u2• side Grain 2' 1 per Leg Loads Applied to the structure (lbs) 30' BLDG 40' BLDG 50' BLDG 100'BLDG Load Location t. II Risk Cat II Risk Cat. it Rtsk Cat 11 Risk Cat. II P.C. 111 & IV R.C. 111 & N RLsk Cat. II Risk Cat. 11 R.G. III & IV R.0-111 & IV Exposure C Exposure C Exposure C Expowre C Exposure D Ezpowre C Exposure D Exposure C Ezpowre D Exposure C Exposurel) F7. 1118 1178 1228 1408 1370 1573 1375 1591 1538 1730 VIA) 874 934 984 1164 1125 1328 1154 1370 13170 1509 1118 1178 1228 1408 1370 1573 1375 1591 1538 1730 vIq 874 934 984 1164 1125 1328 1154 1370 13170 1509 Ted Berman and Associates, LLC Certificate of Authorization # 27502 August 26, 2015 Engineering Evaluation Report Report No.: TBA 15-0826.01 Prepared by: Theodore Berman, P.E. Florida Professional Engineer License No. 09814 Manufacturer: 0000 • •Y•• 0000.. • •• • 0000 • RectorSeal® ••0000 0.00 00.0•• 2601 Spenwick Drive 080696 0 • Houston, TX 77055-1035 •""� .""0, ' 0000 ••Y• 0000• •I•••• • ••• 0000• Product Line: • • • • • 00 00 00 0 0.0000 0 ••••••0 • RectorSeal® • • 0 0 •000.0 .0000• • • • . •00.0• Product Description: • .. . Wall Condenser Bracket Code Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Building Code 5th Edition (2014), ASCE 7-10 and as Per Rule 61G20-3. Supporting Documents: a) RectorSeal Bracket Wind Analysis by Theodore Berman, P.E. b) Anchor Schedule and Anchor Designation by Theodore Berman, P.E. c) Installation Instructions, Drawing No. RS1508 Verified by Theodore Berman, P.E. Limitations and Conditions of use: • This product is for use within and outside of the High Velocity Hurricane Zones (HVHZ). • Building structure must be designed by licensed professional engineer to carry the loads applied from this product. • Bracket material shall be AISI 1045 Steel with Fy=59 KSI or better. • All anchors to surrounding structure to be as listed and spaced as specified in Installation Instructions RS1508, any substitutions shall be approved by a licensed professional Engineer. • All screws and fasteners shall be corrosion resistance. • Alternations or additions to this document are not permitted. 1 925 41St St., Suite 104, Miami Beach, FL 33140 Phones: (305) 868-4707 Fax: (786) 206-6017 flproductaooroval.com Ted Berman and Associates, LLC Certificate of Authorization # 27502 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity: Miami -Dade BCCO - QUA (FBC Organization ID# QUA1591) 0000 . . 0000 0000.. Each be labeled in the of the assY�n¢ entity.: product shall accordance with requirements quality :•, •• 900000 0000 .0000. Certification of Independence: 000000 • 0000.. 0000 0000 . . 9 9 0000 0000 Please note that Theodore Berman, P.E., does not have nor will acquire a financial interest in any company 0000. 9 000000 0 00 0000. manufacturing or distributing the product(s) for which this report is being issued. AIyAT�bdore`�fnM, �•. P.E. does not have nor will acquire a financial interest in any other entity involved in9t�Wrw. roval process .' of the listed 0 0 0099:0 product(s). .0.900 . 0 900000 Respectfully, •• O 00 WA NO 09814 0RIOt' 08/26/2015 Florida License No. 09814 2 925 41$' St., Suite 104, Miami Beach, FL 33140 Phones: (305) 868-4707 Fax: (786) 206-6017 flproductapproval.com