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MC-19-2630Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:11/15/2019 Location Address Parcel Number 10658 NE 11TH AVE, Miami Shores, FL 33138 1122320280680 :ontacts Permit No.: MC-11-19-2630 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 05/13/2020 GREGORY CABANA Owner EDD HELMS AIR CONDITIONING AND Contractor 10658 NE 11 AVE, MIAMI SHORES, FL 33138 ELECTRIC Home: 3054919001 NORMAN LEE LARRABEE 740 International PKWY, Sunrise, FL 33325 Business: 3056532530 klarrabee@athomes.com Description: INSTALL NEW MINI SPLIT AND REMOVE TWO Valuation: $ 6,025.00 Inspection Requests: Inspect 4949 SUPPLY DUCTS FEEDING MASTER BEDROOM. Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.16 DCA Fee $2.11 Education Surcharge $1.40 Permit Fee $160.88 Scanning Fee $9.00 Technology Fee $5.27 Total: $236.02 Payments Date Paid Amt Paid Total Fees $236.02 Check # 6709 11/15/2019 $186.02 Check # 6708 11/04/2019 $50.00 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: � that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioroDA. Futhermore, I authorize the above named contractor to do the work stated. Authorized / Applicant / Contractor / Agent Date November 15, 2019 Page 2 of 2 q�0 Miami Shores Village V 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 BUILDING PERMIT APPLICATION �: ■ ROOFING Wot 0 4/2019 IM FBe 20 Master Permit No. C— 11--1 q —2L-30 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ® MECHANICAL ❑PUBLIC WORKS [-1 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR [DRAWINGS JOB ADDRESS: 10658 NE 11th Avenue City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-2232-028-0680 Is the Building Historically Designated: Yes -NO X Occupancy Type: ____ Load: __ Construction Type: --Flood Zone: BFE: —,_— FFE: OWNER: Name (Fee Simple Titleholder): Greg Cabana Phone#: Address: 10658 NE 11th Avenue City: Miami Shores, State: Fl. Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: company Name: Edd Helms air Conditioning Phone#: 800-329-2520 Address: 740 International Parkway city: Sunrise state: Florida Zip: 33325 qualifier Name: Norman Larrabee Phone#: 800-329-2520 State Certification or Registration #: CACO21309 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ $ 6,025.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: install new mini split and remove two supply ducts feeding master bedroom Specify color of color thru tile: Submittal Fee $ �-✓Q I Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $_ DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (� 0 (Revised02/24/2014) 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 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 such posted notice, the inspection will not be approved and a reinspect4Qn fee will be charged. Signature OWNER or AGENT The foregoing irVrument was ack n owledged before me this _day of 120 �F A-j-- by Greg Cabana wh s personally knoevn me or who has produced ------------ ___ as identification and who did take an oath. N01 Sign Prin Seal Signature dnl� t<C_.__ CONTRACTOR The foregoing instrurrnent was acknowledged before me this � 7 _ day of lYe 4bo'e --_-- 20 by Norman Larrabee_ who is personally known to me or who has produced ____------- —as identification and who did take an oath. NOTARY LI Sign: Print Seal: onalkcCLJySAn RONALD E. THOMPSON MY COMMISSION # GG 099523 EXPIRES: May 1, 2021 ... Bonded Thru Notary Public Underwriters APPROVED BY I n jE�xiner _-- _----_ Zoning Structural Review Clerk (Revised02/24/2014) Ti.'.Y<<� �'.r G': -7•] 1S:x':02 f'G r -227 CJ A- J p n�.�-•str. 22 �1. 14 r'.wl�{pfti 1065 0 N 6 1 d A ve,,, M fj',MI 5 hCwC50 t L ? I 112" C. 2 #12, 1 #12 GRD wP GFCI Meter Main Ckt rig Qualifier: EC1300L Notary 3/4" C. 7 #12, 1 #12 GRD •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• (t!iCAL REVIEW ��!/l� •• ••• ••• •:• •:• .. . ... . . . . . . . . . . . . . . . AF F'.�"O . DMe; A i E .. •• •• .... ....... . . ..... . ... . ...... . .... .... . . .... . " C. w/ 4 #12, 1 #12 GRD r 1/2" C. 3 #12, 1 #12 GRD 2011 CB AHU Head 115/2 CB Edd Helms Electric 740 International Pkwy. Sunrise, FI.33325 Pke Ngtary Public State of Flgrida 'ft Stacy Cusano gip` Ally Commission GG 214315 a n Expires 08/30/2022 lol2qI1eP SINGLE FAMILY SERVICE LOAD CALCULATIONS BASED ON THE 2017 NEC SECTION 220.82 PROJECT NAME Leanne C Rodriguez DWELLING UNIT Meter Main GENERAL LOADS NEC 220.82(B) TOTAL SO FOOTAGE ( 2,086 SO FT X 3 VA) _ APPLIANCE CIRCUITS (2 X 1,500 VA) _ LAUNDRY CIRCUITS ( 1 X 1.500 VA) = RANGE ( 1 RANGE X 12.000 VA) = DRYER ( 1 DRYER X 5.000 VA) = WATER HEATERS (1 X 2,500 VA) = MISC LOADS NEC 220.82(B)(4) DISHWASHER (1 X 10AX 120 V) _ ;ELECTRICAL RF-VIEW APPROVE ATE NEUTRAL LOAD NEC 220.61 6.258 VA TOTAL SO FOOTAGE (2,086 SO FT X 3 VA) = 6,258 VA 3,000 VA APPLIANCE CIRCUITS ( 2 X 1,500 VA) = 3.000 VA 1,500 VA LAUNDRY CIRCUITS ( 1 X 1.500 VA) = 1.500 VA TOTAL CONNECTED NEUTRAL LOAD 10,758 VA 12.000 VA FIRST 3,000 VA @ 100% (3,000 VA X 1.00) = 3,000 VA 3,000-120,000 VA @ 35% ( 7,758 VA X 0.35) = 2,715 VA OVER 120,000 VA @ 25% (0 VA X 0.25) = 0 VA 5,000 VA SUBTOTAL 5,715 VA 2,500 VA 1,200 VA NEW MINI SPLIT ( 1 X 15A X 240 V) = 3,600 VA TOTAL GENERAL LOAD 35,058 VA FIRST 10 KVA AT 100% 10,000 VA REMAINDER OF LOAD AT 40 % 10,023 VA SUB TOTAL GENERAL LOAD 20.023 VA HEATING & COOLING LOADS - NEC 220.82(C) (1) AC LOAD ( 8,000 VAX 100%) = 8,000 VA < < LARGEST (2) HEAT PUMPS NO SUPP (0 VA X 100%) = 0 VA (3)HEAT PUMPS (0VAX100%)=OVA SUPPLEMENTAL HEAT (0 VA X 65%) = 0 VA (4) ELECTRIC SPACE (0 VA X 65 %) = 0 VA LESS THAN FOUR SEPARATELY CONTROLLED UNITS. (5) SPACE HEATING (0 VA X 40%) = 0 VA MORE THAN FOUR SEPARATELY CONTROLLED UNITS. (6) SPACE HEATING (0 VA X 100%) = 0 VA CONTINUOUS AT THE FULL NAMEPLATE VALUE. LARGEST HEATING OR COOLING LOAD 8.000 VA TOTAL KVA 28,023 VA TOTAL AMPS (28.023 VA+ 240 V) = 117 A FUTURE AMPS (0%) 0 A DESIGN AMPS 117 A RANGE DEMAND TABLE 220.55 COLUMN C 70% OF TABLE 220.55 (8,000 VA X 0.70) = 5,600 VA DRYER DEMAND TABLE 220.54 70% OF TABLE 220.54 (5,000 VA 1.00 VAX 0.70) = 3,500 VA UNBALANCED MISC LOADS 1,200 VA NEUTRAL LOAD VA 16,015 VA NEUTRAL LOAD ( 16,015 VA + 240 V) = 67 A FURTHER DEMAND FACTOR - NEC 220.61(B)(2) FIRST 200 A @ 100% (67 A X 1.00) = 67 A REMAINDER @ 70% (0 A X 0.70) = 0 A MINIMUM NEUTRAL CONDUCTOR AMPACITY 67 A VOLTAGE DROP CALCULATIONS (2 X 20' L X 0.1940 R X 117.0 A + 1.000) =0.9VID • • (0.9VD+240VX100)=0.4%VD • • �••••• FAULT CURRENT CALCULATIONS • • • i • • • • (( 14,000 AFC X 1.00 UA) + 0 MC) = 14,000 AFC • • • : • • • (2X20LX14,000AFC )+(5,907CX1NX240V)=03Bf916* • (1)+(1+0.395CF)=0.717CM •••• •••• ( 14,000 AFC X 0.717 CM) = 10,038 CLC • • • • •••••• •••• Edd Helms Electric •• • • • .. 740 International Pkvdyt • • • Sunrise, FI.33325 KEY (N) - Neutral CLC - Conductor Let Through Current A - Amps CM - Conductor Multiplier AFC - Available Fault Current CU - Copper AL - Aluminum GND - Ground C - Conductor Constance L - Length CF - Conductor Factor MC - Motor Contribution Prepared With Service 2017 Software - Copyright Durand & Associates NEC 250.66(B) Quali r: Jo h . Kelly EC13 183i , i1 /.. A ,. . Notary F.. °r` Notary Public State of Florida Stacy Cusano o My -Commission GG 214315 for rLo� Expires 08/30/2022 �v N - Number of Conductors R - Resistance UA - Utility Adjustment V - Volts VA - Volt Amps VD - Voltage Drop 1 0 dJ y�y tE E CIRCUIT DIRECTORY PANEL Meter Main 150 amp CIR . DESCRIPTION— DESCRIPTION CIR 1 New mini split WP GFCI at CU 2' 3r New minis lit 4. _,5 . - .6 J F CTRICALREVIEW�Ab1,/ROVE DATE 106 c H F CTRICALREVIEW�Ab1,/ROVE DATE 106 c H ...... . ...... .... .... . . •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• Edd Helms,Qectfrd••• 7401nterriati6nal'►Dy. • Sunrise, Ff. 33325 �; Notary Public State of Floridar Stacy Gusano g M4 Commission GG 214315 (Expires 08/30/2022 102.1 / 1 cy !" : � This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. t r�, k Ao r t if Ike a it e ^W f P r o d O AHRI Certified Reference Number: 202373814 Date: 10-29-2019 Model Status : Active AHRI Type: RCU-A-CB-O Outdoor Unit Brand Name : Trane / Mitsubishi Electric Outdoor Unit Model Number: NTYSST12A112A' Indoor Type: Mini -Splits Indoor Model Number(s) : NTYWST12A112A' Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (95F) : 12000 EER (95F) : 13.00 SEER: 23.10 Sold in?: USA • • • • • • • • •••••• •••• •••• f"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.aliridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and t r_ confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; (`j"�-�� entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, z r �-r D 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 %ye 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.: 132168343925781135 f:PRE ISIN C uminum Products Notes: 1. All stands made of 6061-T6 aluminum alloy 2. All joints fully welded 3. Manufactured in accordance to the Florida Building Code 6th edition (2017) 4. Stand made from 2" x 2" x 3/16" Angle 5. Two brackets used per unit 6. Not to exceed 350 pounds 7. Wind speed 180 MPH Max 8. Max Height 35' i ANCHOR SCHEDULE ANCHORS ANCHORS HOST STRUCT ANCHOR AT TOP AT BOTTOM CONCRETE 1/4" TAPCONS OR EQUIV. 2 1 (3192 PSI MIN) 1.75" MIN EMB T SPACING GROUT FILLED BLOCK 1/4" TAPCONS OR EQUIV. 3 2 (2000 PSI MIN) 1.75" MIN EMB T SPACING WOOD #14 WOOD SCREWS 3 2 (G = 0.55 MIN) 2" MIN EMB T SPACING (Bracket Length) .. ... . . . • • .. r 0 ESE. I' .' BACH ral:tl�tr SUS 101, t9EWP6PT (I NIER P1iEHfiE(11iflE 1234ENEV1POaf(6YfERI1�� ✓x OEERAEID,f OVAN! KMNING (951)4161652 FAXI dIQW53 FLAR•7451 ea:WftIsIAJX1 ..' •.: '.: '.' 1:es gNS(!hedule Part # Bracket Length •• ••• • Bracket Height Max Unit Size • ••• ••• WB2424 ;'. :4" . . •• . . 24" ; :30" L x 24" W x 30" T (250 Pounds Max) . .. .. WB3636 36" 36" 30" L x 30" W x 36" T (250 Pounds Max) WB4836 3Q". •8" • 36" L x 36' 4V x 36" T (350 Pounds Max) Precision Aluminum Products, Inc. 1325 South West 1 st Way Deerfield Beach, FL 33441 (954) 480-6919 Phone (954) 480-6108 Fax 416 ~ EXPRESS OI N G 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-06601 ENG:NEERINGEXPRESS.COM REPORT HOLDER: MITSUBISHI ELECTRIC TRANE US HVAC LLC 1340 SATELLITE BLVD SUWANEE, GA 30024, USA 678-376-2912 1 METAHVAC.COM Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (4) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE Subject to Renew January 1, 2021 or next code cycle change THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Sixth Edition (2017) per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary is included in this TER and appears below. NOTE: No 33% increase in allowable stress has been used in the design of this product. INSTALLATION: The product(s) listed above shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. INSTALLATION: Shall follow manufacturer specifications as well as information provided herein. Florida Building Code Sixth Edition (2017) rAMY r-- - . _ NOTE: THE GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE. UNIT CASING MATERIAL: 25ga galv. sheet steel equivalent to ASTM A653 CS Cold Rolled Steels. Removable top & side covers secured with #8 SAE 1016 SMS screws. Knockouts provided for utility & control connections. OPTIONS: This evaluation is valid for all TRANE models that appear in the table located on the final page of this report. STRUCTURAL PERFORMANCE: :•..:. Models referenced herein are subjgct t9 if,-, follo4ing design limi litAC•:• ASCE-710 Exposure Categories C • • • ; • • • • • • Up to and including 175mph (Vult),efenLVto 200' MRH**. HVHZ****••••• Up to and including 170mph (Vult)dsr upsto 250' MRH:*. HVHZ*o • Up to and including 200mph (Vult) fgr W:6to 53' MR"*.,don-HVJ2'" •; Exposure Categories D • 0000 • • • Up to and including 175mph (Vult) for up to 60' MRP". VHZ*** • Using 200' retrofit per corresponding Troup :' •' •"• • Ground or Roof Application per inAgIlat8n instru&bN5 • • • •; • **Mean Roof Height ***High Veloc:? Piril ane Zone • • • Maximum Rated \ ind PI Sarre: • 119psf Lateral•93'psf Uejl t (ASD)' Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ABOUT THIS DOCUMENT: R1 0 ENGINEER CERTIFIED ORIGINALS, VARIATIONS & HELP CAN BE FOUND BY VISITING THE WEB ADDRESS FOUND HERE BY VISITING THE WEB ADDRESS OR SCANNING THE OR CODE TO THE RIGHT > a VISIT ENGINEERINGEXPRESS.COMISTORE FOR MORE REPORTS ecalc.lo/17513159 ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRE TO BE VALID PER CODE: Se tembe 20 Frank L. Bennardo, P.E., SE Signed by If Checked: ENGINEERING EXPRESS® Gordon DlBattisto, PE FL PE #0046549 FLCA #9885 FL.PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL &GNATURE & ENGINEER SEA:.: I IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF -A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE FINISH: 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THiS Baked enamel, casing color white Ivory. DOCUMENT IS A COPY/DRAFT. Copyright© Engineering Express®. All Rights Reserved The FBC 61h Edition (2017) defines APPROVED SOURCE (Section 202) as: "An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses." Engineering Expresso professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Expresso is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems tests. TRANE Nv-SERIES SYSTEMS Engineering Express° I TER-17-5131.5 SECTION 2 PRODUCT INSTALLATION Conder Roof, structure / substrate (concrete, steel, see schedule below) Mechanical Unit for illustration purposes. ANCHOR SCHEDULE TO HOST STRUCTURE Tie -down clips for ground application in Group IV. See Tie -Down Strap and Clip Schedule. Foot integrated clips see chart below for installation anchors Cabinet Ground or Roof Height* Anchor Type Concrete 1/8"Min A36 Steel 1/81, Min 6061-T6 Aluminum Group I, II Ground A/ C NA NA 50' (65') NA B B 120'(150') NA B B 200' (250') NA B B Group 111, IV Ground C NA NA 50' (65') NA B B 120'(150') NA B B 200' (250') NA B B Anchor Types to Host Structure: A. - 1/4" ELCO ULTRACON SS4 Anchor embedded 1-3/4" in 3,000 psi concrete. 2-1/2" from edge minimum. B. - 3/8" -16 UNC SAE Grade 5 screw minimum 1/2" from edges with nut and washer specified, for integrated foot installed at roof. C. —1/4" Stanley/ Powers Wedge Bolt embedded 2" into 3000 psi concrete, 2" edge distance minimum. NA. — NOT APPLICABLE TIE -DOWN STRAP AND CLIP SCHEDULE Cabinet Ground or Roof Height* Number of Straps Minimum WLL(Lbs) Tie -down Clips per long side Group 1, II Ground NA NA NA 50' (65') 2 500 NA 120'(150') 2 600 NA 200' (250') 2 700 NA Group III Ground NA NA NA 50' (65') 2 600 NA 120'(150') 2 800 NA 200' (250') 2 1000 NA Group IV Ground NA NA 2 50' (65') 2 1500 NA 120'(150') 2 2000 NA 200' (250') 2 2000 NA UNIT INTEGRATED FOOT Equivalent to ASTM A653 galvanized cold rolled steel 0.039" thick; fasten cabinet using Anchor from Anchor Schedule to Host Structure Table and SAE GR5 ASTM-A449 OD 1" washer & nut to secure anchor to supporting structure. (Figure for illustration purposes) *The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 50' (65') indicates an allowable roof height of 50' for 175mph or 65' for 170mph Vult. Tie -down Strap Type: (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per strap, strap length shall be verified on site for all cabinets. NA. - No straps required 00 om 00 00 00 00 TIE -DOWN CLIP (GROUND APPLICATION) Miami Tech CUTD V wide and any length ASTM A653 galvanized steel 0.07" thick for all cabinets tied down at ground; fasten clip to host structure using anchor from Anchor Schedule to Host Structure Table and (4) #10-16 x 3/8" SS 316 self -drilling screw to fasten clip to unit. Install at the unit corners with quantities shown in Tie -down strap and clip schedule table. For units in group IV. • •%".STAND • i •(,qQ QJHERS) • * STRAPS • • + • /*•(CGE•SCHEDULE) ••• • • • AtCHAnICAL U JIT • • � • \\ • SEE ANCHOR SCHEDULEFOR REQUIREMENT SUPPORTING STRUCTURES: METALSTAND. CONCRETE SLAB. WALL BRACKET. METAL CURB. Note: Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle. Provide two straps per unit. Straps material shall be high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Select strap from table based on WILL requirements 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 EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 4 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright© EngineeringExpress@O / All Rights Reserved TRANE Nv-SERIES SYSTEMS Engineering Express° I TER-17-5131.5 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Max Large Max Large Max Short Max Short Max Ground or Lateral Uplift Max Large Side Side Max Short Side Side Uplift Cabinet Roof Pressure Pressure Side Force Overturn Tension Side Force Overturn Tension Force Height* (Psf) (Psf) (Ibs) (Ibs-in) (Ibs) (Ibs) (lbs-in) (Ibs) (Ibs) Ground 43.0 0 387.0 6708.0 516.0 135.0 1 2332.0 62.0 0.0 50' (65') 89.4 70.6 804.0 15475.0 1155.0 280.0 9298.0 213.0 238.0 Group I, II 120' (150') 106.5 84.1 958.0 18435.0 1382.0 333.0 11076.0 260.0 284.0 200' (250') 118.3 93.4 1064.0 20472.0 1539.0 370.0 12299.0 394.0 315.0 Ground 43.0 0 652.0 17166.0 1320.0 205.0 5398.0 130.0 0.0 Group III, 50' (65') 89.4 70.6 1353.0 37346.0 2790.0 425.0 16651.0 320.0 264.0 IV 120' (150') 106.5 84.1 1611.0 44489.0 3339.0 506.7 19836.0 397.0 314.0 200' (250') 118.3 93.4 1790.0 49405.0 3718.0 563.0 22028.0 450.0 349.0 PANEL INTEGRITY SUMMARY Cabinet Ground or Roof Height* Panel Name Required Wind Pressure (lb/ft2) Additional Screw Qty Needed (PCs) Additional screws required beyond original manufactured cabinet • Group I, II, III Ground TOP PANEL 0.0 0 •• No •••• • •••• ••• PANELA 43.0 0 PANELB 43.0 0 PANELC 43.0 0 50' (65') TOP PANEL 70.6 0 ••• No .••• •••• PANELA 89.4 0 PANELB 89.4 0 PANEL C 89.4 0 120' (150') TOP PANEL 84.1 0 • • No • • • •• PANELA 106.5 0 PANEL B 106.5 0 PANELC 106.5 0 200' (250') TOP PANEL 93.4 0 No PANEL A 118.3 0 PANEL B 118.3 0 PANEL C 118.3 0 Group IV Ground TOP PANEL 0.0 0 No PANEL A 43.0 0 PANEL B 43.0 0 PANELC 43.0 0 PANEL D 43.0 0 50' (65') TOP PANEL 73.2 0 Yes PANELA 89.4 1 PANEL B 89.4 1 PANELC 89.4 0 PANEL D 89.4 0 120' (150') TOP PANEL 84.1 0 Yes PANEL A 106.5 2 PANELB 106.5 2 PANELC 106.5 0 PANEL D 106.5 0 200 (250') TOP PANEL 93.4 0 Yes PANELA 118.3 2 PANEL B 118.3 2 PANELC 118.3 0 PANEL D 118.3 0 • •••• ••••• • • • • • • • • • •• • • • • Note: Calculations performed according to the information provided by the Client. Screw quantities were checked to reinforce unit panels as needed. They shall be spaced evenly at the panel bottom, validating that the screw joins the panel with the panel and base pan. Panel integrity is optional and at discretion of AHJ. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 4 (954)354-0660ENGINEERINGEXPRESS.COM Copyright© Engineering Express®/ All Rights Reserved TRANE Nv-SERIES SYSTEMS Engineering Express° I TER-17-5131.5 ELEVATIONS & DIMENSIONS Cabinet Model Number Width (in) Depth (in) Height (in) Weight (Ibs.) NTXSPF09/12A112AA 31.50 11.25 21.63 83 NTX/YSST09/12/15A112AA/B 31.50 11.25 21.63 81 NTXSMT09/12/15/18A112AA/B 31.50 11.25 21.63 73-81 NTXSPB/H06/09/12Al12AA 31.50 11.25 21.63 1 81-83 Group 1 NTXSKS09/12/15A112AA 31.50 11.25 21.63 66-80 NTXSMT09/12A111AA 31.50 11.25 21.63 73 NTXSEL09/12/18A112AA 31.50 11.25 21.63 73-81 NTXSEL09/12/18A112AB 31.50 11.25 21.63 73-81 NTX/YSST30/36A112AA 33.06 13.00 33.44 126-143 NTXSKS18/24/30/36A112AA 33.06 13.00 33.44 129 NTX/YSST18/24A112AA 33.06 13.00 34.63 119-121 NTXSMT24A112AA 33.06 13.00 34.63 121 Group II NTXSPB/H15/18A112AA 33.06 13.00 34.63 124 NTXMMX20Al22AA 33.06 13.00 27.94 126 NTXSPF15/18A112AA 33.06 13.00 34.63 124 NTXSEL24A112AA 33.06 13.00 34.63 121 NTXMMX24A132AA 37.41 13.00 31.34 137 NTXMMX30A132AA 37.41 13.00 31.34 137 Group III NTXMMX36A142AA 37.41 13.00 31.34 139 NTXMMX42A152AA 37.41 13.00 41.27 189 NTXMPH2OA122AA 37.41 1 13.00 41.27 187 NTXMPH24A132AA 37.41 13.00 41.27 1 189 NTXMPH30A132AA 37.41 13.00 41.27 189 NTXMPH48A182AA 41.34 13.00 52.69 276 NTXMMX48A182AA 41.34 13.00 52.69 269 Group IV NTXMMX60Al82AA 41.34 13.00 52.69 309 NTXMPH36A142AA 41.34 13.00 1 52.69 276 NTXMPH42A152AA 41.34 13.00 1 52.69 276 TOP PANEL A GROUP III Images for illustration purposes, A C UNIT PANELS TOP PANEL GROUP TOP PANEL B • • GAM 11 • • TO'FPPAAL GROUP VI A, • I • .0 •••• • •••• •••••• • • ••••% A M��i LIMITATIONS & CONDITIONS OF USE: actual units may differ. Use of this product shall be in strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer No evaluation is offered for the host supporting structure by use of this document; Adjustment factors noted herein and the applicable codes must be considered. where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination. and other such damage at al, times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. All of the wind resisting exterior pane! ,ndividually ^feet or exceed their capacity to resist the desigr wind loads as slated in the calculations as required by the FBC Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but w.th c aphragrr action of external components and internal stiffeners, the base unit has the capacity to withstand these forces with individual external parts being contained. Yearly inspections, during equipment maintenance or after named storm, all screws, cabinet components, clips and anchor bolts are to be verified by the A/C contractor. All damaged cabinet components, loose, corroded, broker tech screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 4 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright© Engineering Express®/All Rights Reserved N copper line unsulated to the condenser. ran along wall 3/4" PVC Drain ran along wall to flower bed 1ft off wall L bathroom Master bedroom Install float switch in evaporator per code Install mini split heat pump for master bedroom and remove the existing supply ducts AHU removal of 6" flex duct to mater 14 1 Install Evaporator on manufactuer bedroom supplied bracket closet i AHU ��,� Cbracket. er on :aluminum�vv ttached engineering bedroom EQUIPMENTTRANE Condenser Model Evaporator Model NTYSST12A112 NTYWST12A112 SEER: 23.1 CFM: 400 Cooling BTU: 12,000 1 /4" and 3/8" copper lines insualte both lines 1/2" insualtion Heating BTU: 14,000 Float Switch installed in evaporator see attached SEE ELETRICAL ATTACHED A�'F- ,-0 BY DATE ZOtJ r' a OEP _ _ AaT �l T�' S• JF ,mT 10 CCP,IPI J,f NCE WI FH ALL FEDERAL STAT- ANv LC IJN, f rt'.L_S AND PFf1IJLAT;INS ELECTRICAL REVIEW APPROVE DATE • CACO21309 ••••:. '••s•i .... % saf: i....i . • .• �0 I/ k .• ...• s ; 1 • • • Norman Larrabee ; > 3•. . RONALD E. THOMPSON Nota MY COMMISSION # GG 09,23 f o EXPIRES: May 1, 2021 Pam• %;� ;;; °•' Bonded Thru Notary Public underwriters