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MC-16-373 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252613 Permit Number: MC-2-16-373 Scheduled Inspection Date: February 29,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: RIVERA,JESSIKA Work Classification: A/C Replacement Job Address: 131 NW 110 Street Miami Shores, FL 33168- Phone Number (786)838-6241 Parcel Number 1121360030540 Project: <NONE> Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 Building Department Comments EXACT AC CHANGE OUT 3 TON Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 26,2016 For Inspections please call: (305)762-4949 Page 26 of 60 Permit N0. MC-2-16-373 Miami Shores Village fetnhit Type: (ifiiC )= +1@E11ia)' 10050 N.E.2nd Avenue NWre Work Classffication,A/C eplioemeni Miami Shores,FL 33138-0000 Staff . � � Phone: (305)795-2204 toxmA Issue Da . 161201101"' . Expiration: !14/2016 Project Address Parcel Number Applicant 131 NW 110 Street 1121360030540 Miami Shores, FL 33168- Block: Lot: JESSIKA RIVERA Owner Information Address Phone Cell JESSIKA RIVERA FL (786)838-6241 Contractor(s) Phone Cell Phone Valuation: $ 4,490.00 SOLAR BEAR SERVICES (305)863-1830 Total Sq Feet: 0 Tons:3 Available Inspections: Additional Info:EXACT AC CHANGE OUT 3 TON Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# MC-2-16-58644 $2.36 02/10/2016 Check#:17073 $50.00 $ 128.87 DCA Fee $2.36 Education Surcharge $1.00 02/16/2016 Check#: 17293 $ 128.87 $0.00 Permit Fee $157.15 Scanning Fee $9.00 Technology Fee $4.00 Total: $178.87 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 informati i ccurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na ed ntr or to do the work stated. February 16, 2016 Authorized Signature:Owner / Applicant / CaPtF6ctbr / Agent Date Building Department Copy February 16,2016 1 Miami Shores Village V E B 10 2096 Building Department De 1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 P-9 BUILDING Master Permit No. m PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 46RENEWAL ❑PLUMBING S4ECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP E21 i )� \l CONTRACTOR DRAWINGS JOB ADDRESS: E2 1 w I CD City: Miami Shores County: Miami Dade ZiP:z: Folio/Parcel#:I I ,C3 I •(a"-)3 C540 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: I Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Q��1yra Phone#: Address: City:t�.�film I f�a f State: Zip I C� Tenant/Lessee Name: Phone#: Email: (� CONTRACTOR:Company Name iCe Phone#• _ . (015 I &-Do Address: IRD IN aj, 1 City M0 IN State: Zips r� Qualifier Name: PhoneOLK &0 1 3 State Certification or Registration#. ft� I Certificate of Competency#: DESIGNER:Architect/Engineer: 4 1 1 Phone#: Address City State: Zip: Value of Work for this Permit:$AIQSquare/Linear Footage of Work: uV Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work. Dmcm-- —Tb'1'j Specify color of color thru tile: Submittal Fee$ 50` �� Permit Fee$ o CCF$ CO/CC$ Scanning Fee$ Radon Fee$ ` DBPR$ Notary$ (� Technology Fee GO Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE S (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State I ti Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 reinspection fee will be charged. JSignature Signature L OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument wasacknowledgedbefore me this day of 1—K_ �. f200 by day of ��`n 20 by who• ersonally known to Y>Wy2k_,- \/ET1 .( R JXwho i ersonally know me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTYRYPBLIC: NOTARY PUBLIC: Sign: Sign: PrintPrint: COMMISSION FF142531 Seal r cOM11415SI0N#FI1�2`s31 Seal: r� EXPIRES; Sept. 15, 2018 -.,N�r �;\; EXPIRES: Sept. 15, 2018 WWW.AARONNOTARY.COM WWW.AARONNOTARY.COM APPROVED BY P''lans E aminer Zoning Structural Review Clerk (RevisedO2/24/2014) Property Search Application-Miami-Dade County Page 1 of 1 V APPRASER OTF�CE ov�' THE PROPEF q� Y � Summary Report Generated On:2/6/2016 Property Information Folio: 11-2136-003-0540 131 NW 110 ST Property Address: Miami Shores,FL 33168-4320 Owner JESSIKA J RIVERA ' 131 NW 110TH ST " Mailing Address MIAMI SHORES,FL 33168-4320 = USA ;s Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/1/0 Floors Living Units 1 Actual Area 1,198 Sq.Ft Living Area 1,068 Sq.Ft Adjusted Area 1,155 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2015 2014 2013 Year Built 1940 County Exemption Value $50,000 $0 $0 Assessment Information Taxable Value 1 $195,7021 $177,2671 $124,184 Year 2015 2014 2013 School Board Land Value $164,440 $98,074 $44,981 Exemption Value $25,000 $0 $0 Building Value $80,388 $78,309 $78,309 Taxable Value $220,702 $177,267 $124,184 XF Value $874 $884 $894 City Market Value $245,702 $177,267 $124,184 Exemption Value $50,000 $0 $0 Assessed Value $245,702 $177,267 $124,184 Taxable Value 1 $195,7021 $177,267 $124,184 Regional Benefits Information Exemption Value $50,0001 $01 $0 Benefit Type 2015 2014 2013 Taxable Value $195,7021 $177,267 $124,184 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price OR Book- Qualification Description School Board,City,Regional). Sale Page 04/30/2014 $310,000 29137-3584 Qua[by exam of deed Short Legal Description Financial inst or"in Lieu of 11/27/2013 $141,000 28953-1767 Forclosure"stated MIAMI SHORES EXT PB 43-40 LOT 22 BLK 220 04/01/2005 1$332,500 23353-2463 Sales which are qualified LOT SIZE 75.000 X 122 06/01/2003 1$145,0001 21415-1078 1 Sales which are qualified OR 18904-4652 09 1999 4 COC 23353-2463 04 2005 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.govrinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/index.html 2/6/2016 OR _ Miami Shores Village �ttc sa: yC1 — �, Building Department memo mmmmo� - 10050 N.E.2nd Avenue �.. Miami Shores, Florida 33138 i � y6 Tel:(305)795.2204 �ORIDp' Fax:(305)756.8972 AIR CONDI TI` NI�blREPLACEMENT 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):1 I rj\\)UN I I D City: Miami Shores Village County: Miami Dade Zip Code:. e---s) 0 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 NO❑ Contract Attached:YESTQ UNIT BEING REPLACED DATA NEW UNIT I MANUFACTURER 1 0 k AHU or PKG.UNIT MODEL# X. SU C)21 LA COND.UNIT MODEL# d ' KW HEAT NOM TONS AHC65 CU_;�Dl PKG 1)M.C.A AHU 5CU, PKG AH C PKG 2)M.O.P AH C PK AHU �GU JA PKG 3)VOLTS AHU CW I 014KG PKG UNIT / PKG UNIT / �/, •••• EER/SEER '••' *Osseo YES NO REPLACING DUCTS YES 0 • • •• YES K No I A REPLACING THERMOSTAT YES ••al s YES AO NEW 4"CONCRETE SLAB YES •44a • O :49414140: YES NO NEW ROOF STAND YES _40"o- YES 0"oYES NO NEW RETURN PLENUM BOX YES '•�Vt7• •••• ••:••� s • 1. Minimum Circuit Ampacity(Wire Size): � 1��vl� O 2. Maximum Overcurrent Protection (Fuse/Breaker Size): e • 3. Voltage of Circuit(208/240/480): .. • 4. Size Disconnecting Means: dd n p �) Contractor's Company Names. - 0� l l Phone �J �i b�(� State Certificate or Registr tion N �' a Certificate of Competency No. Signature Date: (qualifiers signature) (Revised02/24/2014) ® This combination qualifies for a Federal Energy ■' ■ Efficiency Tax Credit when placed in service a between Feb 17, 2009 and Dec 31,2016. CVo%rtiflC%,ate Ratings AHRI Certified Reference Number: 7509924 Date: 2/8/2016 Product: Split System:Air-Cooled Condensing Unit,Coil with Blower Outdoor Unit Model Number: 14ACX-030-230A** Indoor Unit Model Number: CBX27UH-036-230*+TDR Manufacturer: LENNOX INDUSTRIES, INC. Trade/Brand name: MERIT 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, MO, MS, MT, NC, ND, NE, 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 regions)for which they meet the regional efficiency requirement. Series name: 14ACX SERIES Manufacturer responsible for the rating of this system combination Is LENNOX INDUSTRIES, INC. Rated as follows In accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, Independent,third party testing: Cooling Capacity(Btuh): 28000 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 0000 IEER Rating (Cooling): :••.• ••• • 0.0.00 0 :0 :00 0000.. FootNote 12-This air handler is equipped with an Electronically Commutated Motor(ECM) '••• 000000 • • •0 •••••. • *00000 :0*:*: • • 0 0 ••• •*0*** •Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicateCan i odtun tary rerate. • 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.ahridfrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certiflcate shall only be used for individual,personal and 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 — ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 130994115709611876 PREMIER CERT OF AUTHCRIZATION 29113 DESIGN-INVESTIGATE-INSPECT 2333 TUSCARORA TRAIL,MAITLAND,FL 327SI PHONE:4C7-227-7416 W W W.P R EM I E R-S TR U CTU RAL.C O M PROJECT NAME: LENNOX RESIDENTIAL UNITS—WIND LOAD COMPLIANCE PER 2014 FBC DATE: 9/7/2015 TO: MR.TOM BRITTAIN BRAND/PRODUCT MANAGER—COOLING LENNOX INTERNATIONAL RE:RESIDENTIAL UNITS-2014 FLORIDA BUILDING CODE WIND LOAD CALCULATIONS FOR NON- ROOFTOP INSTALLATIONS Mr. Brittain, Per your request,we have analyzed the complete Lennox Residential Line of units.Our analysis was performed in accordance with the 2014 Florida Building Code using the following Wind Design Criteria: • Ultimate Wind Speed= 186 miles per hour • Risk Categories=III and IV • Wind Exposures=C and D • Non-Roof Install Height of up to 10 feet above ground As a result,we have concluded that only the 39.5inch long by 35.5inch wide cabinet LENNOX ELITE and DAVE LENNOX SIGNATURE SERIES require additional screws for non-rooftop installations of up to 10 feet above ground. (Reference page 6 for model numbers) All other residential units may be installed as manufactured. (Reference pages 2 to 5 for model •••••• numbers) .. .. • Please note that our analysis and results pertain only to the LENNOX unit itself and its•FiE;iJ,i�,y to mainfain • structural and panel integrity under severe wind events.The attachment of the unit%te&e building•:• • structure and the adequacy of the underlying building structure are not our responsibirigand sh5il be ••••• •••••• • determined byothers (i.e. building engineer ofre` rlc�lp�� irdpartyengineer). ••'••' •••••• QQ • If there are any questions please feel free`ya�cdthtatF�me.•�Ci i��i,, 0 •' :00000 Cj�G •••••• st, •, �� . . . ...... Y. 6 - .. Kharl A. Rodriguez,PE Florida PE#60239 PAGE 1 OF 6 LENNOX RESIDENnAL UNITS-2014FLORIDABUILDING CODE PREh9ER STRUGIURAL ENGINEERING CA929113 THE FOLLOWING UNITS MAY BE USED AT NON•ROOFrOP INSTALLATIONS OF UP T010 FEET ABOVE GROUND M HOOT PALL MODIFCATIONS. Dimensions gth Product Line Base Size Brand Coll Protection Louver Design Model Number LenI Mdth Height (inches) (inches) (inches) Lennox Horz. 13ACX-018-230-17,-18 Lennox Horz 13ACX-024-230-19,-20 Lennox Vertical 4AC I 3L I 8P-7A,-8A 24.25 24.25 25.25 Lennox Vertical 4AC 13L24P-7A,-8A Allied Vertical 4AC13L18P-7,8 Allied Vertical 4AC 13L24P-7,8 Lennox Horz 13ACX-030-230-18,-19 Lennox Harz. 13ACX-036-230-17,-18 Lennox Harz. 14ACX-018-230A** Lennox Harz. 14ACXS018-230A** Small Lennox Vertical 4AC I 3L30P-7A,-8A Lennox Vertical 4AC I3L36P-7A,-8A 24.25 24.25 29.25 Lennox Vertical 4AC141-18P-6A Lennox Vertical 4AC14LS18P-6A Allied Vertical 4AC 13L30P-7,8 Allied Vertical 4AC 13L36P-7,8 Allied Vertical 4AC 141-18P-6,7/4AC 14RL18P-6,7 Lennox Harz- 13HPX-018-230-17,-19 Lennox Horz 13HPX-024-230-17,-19 24.25 24.25 33.25 Lennox Vertical 4HP13L18P-7A Lennox Vertical 4HP13L24P-7A Lennox Harz. 13ACX-042-230 17-18 Lennox Horz. 13ACX-060-230-17,-18 Lennox Horz. 13HPX-030-230-17,-19 Lennox Harz. 14ACX-024-230A** Lennox Harz. 14ACXS024-230A** Lennox Harz. 14HPX-018-230-19 Lennox Vertical 4AC 1 3L42P-7A,-8A Lennox Vertical 4AC 13L60P-7A,-8A 28.25 28.25 29.25 Lennox Vertical 4AC 14L24P-6A Lennox Vertical 4AC14SL24P-6A Lennox Vertical 4HP13L30P-7A Lennox Vertical 4HP141-18P-7A Allied Vertical 4AC13L42P-7,8 Allied Vertical 4AC 13L60P-7,8 Allied Vertical 4AC l 4L24P-6,7/4AC 14R L24P-6,7 Lennox Hor7- 13ACX-048-230-19,-20 Lennox Harz. 13HPX-048-230-17,-19 Lennox Horz 14HPX-036-230-19 Lennox Harz. 14ACX-042-230A** Lennox Horz 14ACXSO42-230A** Lennox Vertical 4AC 13L48P-7A,-8A Lennox Vertical 4AC I 4L42P-6A,-7A 28.25 28.25 33.25 Lennox Vertical 4AC I 4LS42P-6A,-7A Lennox Vertical 4AC 14L48P-6A,-7A Lennox Louver Vertical 4HP13L48P-7A Lennox Vertical 4HP14L36P-8A Allied Vertical 4AC14L42P-6,7 Allied Vertical 4AC14RL42P-6,7 Allied Vertical 4AC14L48P-6,7 Medium Lennox Horz. 13HPX-036-230-17,-19 Lennox Horz 13HPX-060-230-17,-19 600, Lennox Horz 14ACX-030-230A** • • • • ••• •••••• Lennox Horz 14ACXS030-230A** • • • Lennox Harz. 14ACX-036-230A** •• • :•• • • Horz 14ACXS036-230A** ••• •• • • • Lennox •••••• Lennox Horz. 14ACX-041-230-03 669 •• • Lennox Horz 14ACX-048-230-14 • • Lennox Horz 14HPX-0i8-23OA20 0004 •• •• :000:9 • • Lennox Harz. 14HPX-024-230-19 0040 • ••••• Lennox Harz. 14HPX-030-230-19 ••• •• • • Vertical 4AC14L30P-6A •••• Lennox ••••• Lennox Vertical 4AC 14L36P6A,-7A •••••• •0000 •••••• Lennox Vertical 4AC14LS30P-6A 2��j•• 8.25 37.25 • • • • • • Lennox Vertical 4AC14LS36P6A,-7A • • • Lennox Vertical 4AC14L48P-8A • • •••••• Lennox Vertical 4HP13L36P-7A • • • • • Lennox Vertical 4HP13L60P-7A •• • •••••• Lennox Vertical 4HP14L18P-8A • • Lennox Vertical 4HP14L124-8A •• Lennox Vertical 4HP14L30P-8A Allied Vertical 4AC14L30P-6,7 Allied Vertical 4AC14RL30P-6,7 Allied Vertical 4AC14L36P-6,7 Allied Vertical 4AC14RL36P-6,7 Allied Vertical 4AC141-41P-6,7 Allied Vertical 4AC14L47P-6/7 Lennox Harz. 13HPX-042-230-17,-19 28.25 28.25 43.25 Lennox Vertical 4HP13L42P-7A Lennox Horz. 14ACX-047-230-03 Lennox Horz 14ACX-060-230-11,-14 32.25 32.25 33.25 Merit/Aire- Lennox Vertical 4AC14L60P-6A,7A Flo/Allied Allied Vertical 4AC 14L60P-6,7 Lennox Horz 14ACX-059-230-04 PAGE 2OF6 LENNOX(ESIDENM UNITS.2014 FLORIDA BUILDING CODE PREM19ER STRUCTURAL ENGINEERING CA/28113 * PANEL THE FOLLOWING UMTS MAY BE USED AT NON-ROOFTOP INSTALLATIONS OF UP T010 FEET ABOVE GROUND WfTHOUT NIODffCAT10NS. Dimensions Product Line Base Size Brand COU Protection Louver Design Model Number Length Width Height (inches) (Inches) (Inches) Lennox Horz. 14HPX-042-230-19 Large Lennox Horz. 14HPX-048-230-19 32.25 32.25 37.25 Lennox Vertical 4HP14L42P-8A Lennox Vertical 4HP14L48P-8A Allied Vertical 4AC14L59P-6,7 Lennox Horz 14HPX-060-230-19 32.25 32.25 43.25 Lennox Vertical 4HP14L60P-8A Lennox 13ACD-018-230-15- Lennox 13ACD-024-230-15 24.25 24.25 25.25 Allied 4AC13818P-7,8 Allied 4AC13B24P-7,8 Small 24.25 24.25 29.25 Allied 4AC 13B30P-7,8 Allied 4AC13B36P-7,8 Allied 4AC 14B 18P-6,7/4AC 14R B 18P-6,7 Lennox 13ACD-030-230-15 Lennox 13ACD-036-230-17 24.25 24.25 33.25 Lennox TPA0361,4N44Y Lennox TPA036S4N44G Lennox 13ACD-042-230-17 28.25 28.25 29.25 Allied 4AC 13B42P-7,8 Allied 4AC 13B60P-7,8 Allied 4AC 14824P-6,7/4A C 14RB24P-6,7 Allied 4HP14B18P-8* Allied 4HP14B24P-7* Lennox 13ACD-060-230-17 Allied 4AC I4842P-6,7/4AC14RB42P-6,7 Allied 4AC14B48P-6,7 4 <. .. 28.25 28.25 33.25 Wire Guard Medium Lennox 13ACD-048-230-17 Allied 4AC14B30P-6,7/4AC14RB30P-6,7 Allied 4AC 14B36P-6,7/4AC 14RB36P-6,7 28.29• 28.25 87*25 • 000 •• • • • • Lennox. TPA042S4N45Y •• • ••• **so:* • Lennox. TPA04^_S4N45G -:" •88,25 43.25 • lennox TPA060S4N44Y • • • Lennox TPA060S4N44G • •••••• TPA042H4N42G •• • • • Lennox •••••• Lennox, TPA0421-14N42Y •• • 0000 • • Lennox TPA042H4N43G • • Lennox. TPA042114N43Y 32.25 32.25 M5 Lennox TPA048H4N42G Lennox TPA0481-14tJ42Y Lennox TPA048H4N43G Lennox TPA0481-14143Y 32.25 32.25 43.25 Allied 4AC 14B60P-6.7 Lennox Horz. XC13-018-230-04,-05 28 27 27 Lennox XC13-024-230-07,-08 Lennox XC13-030-230-03,04 Lennox Horz. XC13-036-230-07,-08 28 27 31 Small Lennox XC14-018-230A** PAGE 3 OF 6 LE1NOx RESIDENTIAL UNITS-2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CM 25113 • THE FOLLOWING UNITS MAY BE USED AT NON-ROOFTOP INSTALLATIONS OF UP To 10 FEET ABOVE GROUND WMICUTT PANEL MODIFCATIONS. Dimensions Product Line Base Size Brand Con Protection Louver Design Model Number Length Width Height (inches) (Inches) (Inches) Lennox XP13-018-230-10,-11,-12 Lennox Harz XP13-024-230-10,-11,-12 28 27 1 35 Lennox XP16-024-230-11 Lennox XC 13-060-230-08,-10 Lennox XP13-030-230-09,-10 lennox XC14-024-230A** lennox Harz XC16-036-230-05 35 30.5 31 Lennox XC16SO36-230-05 Lennox SS8036H4S45Y Lennox SSBO36H4S45G Lennox XC13-048-230-06,-08 Lennox Horz. XP13-048-230-09 35 30.5 35 Lennox XC14-042-230A** Elite Lennox Louver XP14-036-230-10 Lennox XC13-042-230-03,-04 Lennox XP13-036-230-09 Lennox XP13-060-230-09 Medium Lennox XC14-030-230A** Lennox XC14-036-230A** Lennox XC14SO36-230A** Lennox XC14-041-230-04 Lennox Horz XC14-048-230-08 35 30.5 39 Lennox XP14-018-23OA10 Lennox XP14-024-230-09 Lennox XP14-030-230-09 Lennox XC16-048-230-04 Lennox XC16SO48-230-04 Lennox SSBO48H4S44Y Lennox SSBO48H4S44G lennox XC16-024-230-04 Lennox Harz. XC16SO24-230-04 35 30.5 45 Lennox I XP13-042-23409 4SCU13LE I 18P-5* Horz 4SCU13LE124P-5* 26.75 24.75 25.75 4SCU13LB I 18P-3* 4SCU13LB124P-3* 4SCU13LE13OP-5* 4SCU13LE136P-5* 4SCU13LB13OP-3* Small Allied 4SCU I 3LB I 36P-3*Horz. 26.75 24.75 29.75 4SCU14LBI18P-7* 4SCU14LBR18P-7* 4SCU14LE118P-7* 4SCU16LS124P-1* Harz. 4HP16LT24P 26.75 24.75 33.75 4SHP16LS124P 4SCU 13LE 142P-5* 4SCU13LE160P-5* 4SCU13LB142P-3* 4SCU13LB160P-3* 4SCU 14LB 124P-7* Horz. 4SCU14LBR24P-7* 31.25 29.38 V9otl•• 4SCU14LE124P-7* • • ••• • •••••• 4SCU14LER124P-7* • • • • 4SCU14LE142P-4* •• • •• • •• 4SCU14LB142P-4* •••••• • • •••••• 4SCU14LBR142P-7* • 4AC16LS136P-1A • 4SCU13LE148P-5* ••• • • • ••• • • 4SCU 13LB 148P-3* ••9• • ••••• 4SCU14LE142P-7* • • ••• 000 ••• ••••• 4SCU 1 4LER 1 42P-7* • • • • Harz. 4SCU14LB142P-7* 31 25 •29.38 At- 000000 4SCU14LBR142P-7* 000,1000• • 4SCU I 4LB I 48P-4* 0 : • • 4SCU14LE148P-4* •••• • 666060 4SHP14LB136-7 •• • • • 4SHP14LE136-7 •••••• Medium Allied 4SCU14LE141P-4* • • • • • 4SCU14LE147P-4* •• • 4SCU 14LB 13OP-7* 4SCU14LBR13OP-7* 4SCU 14LB 136P-7* 4SCU14LBR136P-7* 4SCU 14LE 13OP-7* Allied Rounded Louver 4SCU14LER136P-7* Square 4SCU 14LE136P-7* 4SCU14LER136P-7* Horz. 4SCU16LS148P-I* 31.25 29.38 37.75 4SHP14LB118P-7 4SHP14LB124P-7 4SHP14LB13OP-7 4SHP14LEI18P-7 4SHP14LE124P-7 PAGE 4 OF 6 LENNOX RESIDENTIAL UNITS•2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERWO CAd 29113 THE FOLLOWING UNITS MAY BE USED AT NOWROOFTOP INSTALLATIONS OF UP TO 10 FEET ABOVE GROUND WIRHOUT PANELM ODIFCATIONS Dimensions Product Line Base Size Brand Coll Protection Louver Design Model Number Length Width Height (inches) (Inches) (Inches) 4SHP14LE13OP-7 4AC16LT48P 4SCU16LSI48P 4HP16LT36P 4SHP16LS136P Horz. 4AC16LT60P 31.25 29.38 43.75 4SCU 16LS 160P-1' 4SCU 14LB 160P-4' 4SCU14LE159P-4' 4SCU 14LE160P-4' 4SHP14LB142P-7 Harz 4SHP14LB148P-7 37.75 35.75 37.75 4SHP14LE142P-7 4SHP14LE148P-7 4HP16LT48P 4SHP16LS148P 4SHP14LB16OP-7 4SHP14LE16OP-7 4HP16LT60P 4SHP16LS160P 4AC 18LT24P Large Allied 4AC18LT36P 4AC 18LT48P 4AC 18LT60P 4SCU 18LT 124P-1' 4SCU18LT136P-1• 37.75 35.75 43.75 Horz. 4SCU 18LT 148P-1' 4SCU 18LT 160P-1' 4HP18LT24P 4HP18LT36P 4HP18LT48P 4HP18LT60P 4SHP18LT124P 4SHP18LT136P 4SHP18LT148P 4SHP18LT160P •9.9 • • 6666 •900.1 •• 6 ,:Go: • • • •6.6.9 • •• 96••9• • •0606• 9999 • • • • • • •9666• 616• • 6.66• •616.6 • • 6166 •169• •• •• •616 •116•• •1619• • • • • • • • •669.6 •666•• • • • •6.69• 01 0 91.0 • • • • PAGE 5OF6 LENNOX RESIDENTIAL UNITS-2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CAP 29113 • THE FOLLOWING UNITS REQUIRE FIELD MODIFICATIONS(ADDITIONAL SCREWS)FOR NON-ROOFTOP INSTALLATIONS OF UP TO 10 FEET ABOVE GROUND. Dimensions Product Line Base Size Brand Cog Protection Louver Design Model Number Length Width Height (Inches) (Inches) (Inches) Lennox XC 14-047-230-04 Lennox XC14-060-230-04,-05 Lennox Harz. XP16-036-230-09 39.5 35.5 35 Lennox SPBO36H4S48Y Lennox XP16-048-230-08 Lennox SP130481-14S48Y Lennox XP14-042-230-09 Lennox XP14-048-230-09 Lennox Harz. XC20-024-230A** 39.5 35.5 39 Lennox XC20-036-230A** Lennox XP20-024-230A** Elite Large Lennox Louver XP20-036-230A** Lennox XC16-060-230-05 Lennox XC16SO60-230-05 Lennox SSB060H4S44Y Lennox SSB060H4S45G Lennox XP14-060-230-09 Lennox Harz. XP 16-060-230-08 39.5 35.5 45 Lennox SPB060H4S48Y Lennox XC20-048-230A** Lennox XC20-060-230A** Lennox XP20-048-230A** Lennox XP20-060-230A** Lennox XP17-024-230-09 Lennox XP 17-030-230-10 Lennox XP17-036-230-09 Lennox XPl 7-042-230-09 XP21-024230-07 39.5 35.5 37 Lennox Harz. Lennox XP21-036-230-06 Lennox XP25-024-230-01 Lennox X1125-036-230-01 Lennox SL18XP1-024-230A** Lennox SL18XP1-030-230A** Lennox XC17-024-230-08 Lennox SL18XC1-030.23OA- Lennox Harz. SL18XC1-036-230A** 39.5 35.5 41 Lennox SL18XC 1-042-230A** Lennox SL18XP1-036-230A** Lennox SL18XP1-042-230A** Lennox XC 17-030-230-08 Lennox XC17-036-230-08 Lennox XC 17-042-230-08 Lennox XC17-048-230-08 Dave Lennox Large Lennox Lower XC 17-060-230-08 Signature Series g Lennox XP17-048-230-09 Lennox XP 17-060-230-09 Lennox SL18XC 1-024-230A** Lennox SL18XC1-048-230A** Lennox SL18XC 1-060-230A** Lennox SL18XP1-048-230A** Lennox SL18XP1-060-230A** Lennox Harz. XC21-024-230-10 39.5 35.5 •47•• • Lennox XC21-036-230-10 • • ••• 0 •••••• Lennox XC21-048-230-10 000 •• • Lennox XC21-060-230-11 • • • • Lennox XP21-048-230-06 ••• •• • • 000000 Lennox XP21-060-230-06 ••• •• • • • Lennox XC25-024-230-01 •• • • 000090 Lennox XC25-024-230-02 • • •••• • • • Lennox XC25-036-230-01 •• • • ••••• Lennox XC25-048230-01 ••• •• 0004 • • 0000• Lennox XC25-060-230-01 • • • • Lennox XC25-060-230-02 •• • 00:4 ••••:• Lennox XP25-048-230-01 ••• •• • Lennox I IXP25-060-230-01 • • • 0000•• 0000•• • • • •0000• •• • 0000 • • PAGE 6 OF 6 LEN?VN1:7DX INSTALLATION PROCEDURE 507575-01 August 21, 2015 Installation Kit for Securing Elite and Dave Lennox Signature Series Louvers for High Wind Events (141110) Units that are exposed to wind shall be designed and installed to resist the wind pressures determined in accordance with the Florida Building Code.This kit consists of this instruction and four sheet metal screws.This kit is required for medium and large base Elite®and all Dave Lennox Signature®Collection outdoor units. REQUIRED TOOLS: Electric or cordless drill,drill bit capable of drilling into metal(.125"or 1/8"), 1/4"nut driver or drill socket. ELITE® DAVE LENNOX SIGNATURE@ COLLECTION DIM "B" MEDIUM BASE 30.50 35.00 LARGE BASE 35.50 39.40 c. c c, DIM "B" DIM "C" ALL SAME slZE 30.50 35.00 .e, ,e. WARNING! BEHIND THE LOUVER PANELS IS THE OUTDOOR COIL WHICH CONTAINS R-410A HIGH PRESSURE REFRIGERANT. HAZARDS EXIST THAT COULD RESULT IN PERSONAL INJURY OR DEATH.TAKE EXTREME CARE WHEN DRILLING THE HOLES INTO THE LOUVERS OR BASE LIP TO PREVENT PUNCTURING THE REFRIGERANT COPPER PIPES. •. ... • • •2.50 .25 . .25 2.50 STEP A-DRILL IN THE LOCATIONS INDICATED.DRILL ONLY THROUGH THE LOUVER.DO NOT PENETRAfg TNNJNIT B1594-P THE • • BASE LIP WILL NEED TO BE DRILLED AFTER THE LOUVER IS REMOVED.REPEAT STEP FOR THE OPPOS{41~'SIDE LOUI/ER. 06:666 • STEP B - REMOVE LOUVERS AND PROZiZ.113REWS 0 044 DRILL THROUGH THE BASE LIP •0 •• 0 • WHERE MARKED BY THE DRILL BIT • • ••• •• WHEN DRILLING THROUGH THE ������ LOUVERS IN STEP A. ••• ease :0010: SHEET METAL SCR9W,• IMPORTANT - WHEN DRILLING 100020-01#8-18 x 3/4"WITH THROUGH THE BASE LIP,PROTECT SPHERICAL POINT THE COIL FROM DAMAGE BY PLACING A SOLID OBJECT (PIECE OF METAL,BLOCK OF WOOD,ETC.) ® STEP C-REINSTALL LOUVERS AND SECURE BETWEEN THE LIP AND THE COIL. TO THE BASE USING THE PROVIDED SCREWS AND THE HOLES PREVIOUSLY DRILLED. FRANK L.BENfL1R10,P.E- BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE &ROOF-TOP MOUNTED APPLICATIONS � ZE ? 75MMIN,wuGHT DESIGN NOTES: N w MECMANIULL UNIT THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASN 7-10 ANDTHE FLOIt } ' PER SEPARATE BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HUF.CANE y : ` CERTIFICATION,TYP. INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DESIGNCRIfERiA uSE6 �� ►17'iG 44`S CALCULATE THE ALLOWABLE ROOFTOP HEIGHTS CONSIDERS ASCE 7-lO5ECI30= � 1 \ FOR ROOF TOP HEIGHTS(H)S60 FT AND SECTION 29.5 FOR ROOFTOP HEIGHTS(HE)>60 FT i� TCENTER OF GRAVRY ."� % 1 �\ &SECTION 29.4.1 FOR INSTALLATIONS AT GRADE(GCN"-3.10 WITHIN THE MVH2, l� ASSUMED TO ACT AT THE I (GCtj,mp190 QUISIDETHB HVHZ,(G4 1S FORALL LOCATIONS(CONCURRENT). rn Q � � ALL OTHER DESIGN VARTABl13 ARE IN A ANN WITH ASCE 7-10 CHAPTERS . IJ W LL f� GEOMETRIC CENTER OF THE '\ 1!41y x MECHANICAL UNIT. ,Q 1 Sff DESIGN THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF Z JC .L,m m 6-• MECHANICAL UNIT MUST BE �`•� I tCEINTER OF SCHEDULE FOR THE BUILDDWI THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A iiWW71 N 9 SQUARE OR RECTANGULAR, _ I GRAVIHY.% MAXIMUM SURFACE MAXIMUM 30•TALL A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS Eli ED NO IRREGULAR SHAPES. ^''`` AREA AND DESIGN LISTED IN THE DESIGN SCHEDULES. 3 s ! g» PRESSURE.TYP, o m!r GENERAL NOTES: o y STEEL TIE-DOWN CIPS. L THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH STIP DETAIL In&2/3 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE&ASN 7-10.THIS PRODUCT MAY •'�_-`• 1,� FOR CLIP INFORMATION, BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE �' ^• 3 T/P. 2. NO 33-II3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS w SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TMST V I REPORTS STEL 01970387A.OT79.019703678 BYTESTRXG EVALUATION LABORATORIES, Z f M 3„MAX % y 3•rye(} INC-NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHAME BE ^J 6•! ERMITTED.Tr. / : JVARDO,/'. ANCHOR SCHEDULE: o N \ 1"CLIPS 2"CLIPS \ Su•sTRare DESCRIPTION sTTesrRAre DESCRIPTION_ r u p \ (1)slla••CAtaon srEa (1)-5118•CANrrW BON �+ •,•\ ° ` CONCRETE: FULL PMSED�TO CONCRETE: ZyFULL�EMBEDT TO - E v .I j N ! (a•THICK MIN, CONCRETE 3K'17D1. (4'THDCIC MIN, CONCRETE•3K•MIN. '�. P0• ' g iiiii •`'\^ £ 3000 PSI MIX.) EDGE DISTANCE,3Y•MIIL 3000 PSI MIN.) EDC2 DISTANCE,3V•MIN. `• SPACING TO ANY SPACING Tn ANY AD ACENTANCHOR. ADIACENT ANCHOR = C93 AwMINU (1)-i34 SAE GRADES ( UI �rSMEWTWTo(0.125•NN. SHEET METAL SCREW SHEET METAL S[] SO MDL ALUM MUM,PROVIDE(S7 ALUMNUM,PROVIDETHIM GM-TG (5) ^` 11 CLIPS I \ •— 3•MAX F�� MIN.ALUMINUM) PITCHES MDTHICKMIN.ALLIMIM) N L PAST N PITCHES MIN.PAST ac Y Tom• t '`\ I 1•CLIPS _.\ THREAD PLANETHREAD PIAtiEIu j g I •� 3-MAX t3 ~�"•� ^\ ' TVP•-( 3' .� f `�^`• ^'� �" : - ^`� J % STEEL (1}•014 saE GRA6E5 STEEL: .. ' -' '•^•. .-' i= CREWTO 12V MIN. (2}:14 SAE[RADE5 $ `\,.,'`• ``� _ .-' /�j�0� ^`� ••..� '` ••' ,.p;C(, TRIM 33(CLar3KS STEEL,SHEET �DE(5) THICK,33 KSI STEEL,PROVIDE(5) ai t 3'14(OC "/"1t.`I" MIN.STEEL) PITCHES MM PAST MIN.sTEEI) PITCHES MIN.PAST U a� ``•� ��: •�q1N ``' ^.. -,�:-tA�N�MfaNS THREAD PLANE THREAD PLANE z \TVP.r 3 O " O i',� .-' '\••\. L BOMMMBRTANDEDGEDISTANtFEXCLUDESMM M%IFAPP=MP- - 2. ENSURE MINIMUM EDGE DISTANCE AS RG M IN ANCHOR SCHEDULE. �`'` ,~ 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 4:1 p f.,1 CONNECTION TYPE Cl /---%CONNECTION TYPE C2 z��� 9 G UTEIZE(1)AT EAQi CORNER FOR A TOTAL OF(4)PER UNIT O'•-E+� ' 1•CLIP-UTiITLE(Z)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT UNIT WIDTH-- n 6•MAX I ' 6•MAX Z`r rii Q j CUP OFFSET CUP PAIR SPACWC CLIP OFFSET r„C �u� 1t £u°�� � •�. O' u1 Mee }--� UNIT PER C LIP-CLIP MECHANICAL m SPACING SEPARATE CERTIFICATION s d 3-MAX \ \ Y ATPS 2'�� !• ^.� I J 7 J ^\` 3'MAR UTIME(4)CUPS EA SIDE g TIP. A OF UNIT FOR ATOTAL OF K i (8)PER UNIT 3'MA7f • ,`210 \O '-S �. as 3•P7A)C .TVP.i�tM � -- . •. . . • • . T.TVPLi ..-%•` ^^`• •• • • • • ••• • • WPA7GPNINXL1oCNYNI0P8 •• •.• •• • • • •• ,n CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATE (8) CLIP DETAIL 15-2378 `�' Y CLIPS-IJRLIZE(1)AT EACH CORNEA FOR A TOTAL OF f4i FIBt UNIT C4 X.T.S. PLAN VIEW PAGe HuscHovrlDN, 2'CLIPS-UTIL.TZE(2)AT EACH CORNER FOR A TOTALOF(8)PER UNIT 3 g • ••• • ••• ••• • THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC y 3�iF • • : • • • • • s PATTERN FOR ALL CONNECTION TYPES THAT UTRIZE(2) Bim' • • • • • • CUPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER S •• • • • • • • • • • UNIT. i a ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • PRANK L REMNARW,P.0 ` .FOR ANY CLIPLONGER AN 10' 0.19' UTILIZE(5)-*12 SAE MECHANICAL UNIT BY OTHERS.ALUMINUM TYP. GRADE 5 SHEET HOUSING UNITS SHALL BE 6063-76 MIN. METAL SCREWS,TYP. ALUMINUM SHEET WITH Fty-30 KSI,0.125' MIN.THICKNESS,STEEL HOUSING UNITS (3)-012 SAE GRADE S SHEET O.D68•THICK SHALL BE ASTM A653 Iy=33KSI MIN. METAL SCREWS FOR CLIPS UP TOASTM STEEL,� Q o STEEL,GRAf?E 33.226A MIN.(1=0.0299`). S LONG.UTILIZE(5},112 SHEET N METAL SCREWS FOR CLIPS ( pEar- -#12 ' $ O Y LONGER THAN S.PROVIDE(S) m mar j (3)-912 SAE GRADE 5 >n O A263 STEEL "/,.r/ FOPITCHES LEACH SMS,TYP. (3) �'c<L`S' ��`Q rs SHEET METAL SCREWS FOR CLIPS UP 5' 0 0 LONG.UTILIZE(5}#12 .. <' O r. ANCHOR PER ! > Xz 4 BASE OF UN3T SHALL r r n >13 pr 3 SHEET METAL SCREWS BE FLUSH WITH BASE SCliED 0 F y m S p FOR CLIPS LONGER OF CLIP,NO SPAS � �/.��� 3(8` �3}] THAN s,Tyr. WO HOLE,WITH �0 PERMITTED.TYP. �.: r 9 c. ANCHOR FOM 1• CLIP ANCHOR / , B�STRATE PER OR yrL J °' SCHEDULE,TV. j SCHEDULE eclu W • DIMENSIONS (VARIES),' ! " 7 .a C t •D.375• goo SIMILAR) 1"TIE-DOWN CLIP 1" CLIP ISOMETRIC DETAIL /_31 ANCHOR DETAIL V $ 3 N.T.S. ISOMETRIC 3 3•=1'-0• DETATL z q4 CLIP IS DESIGNED FOR PULL 1•'t CONTACT WITH THE BASE OF EACH A MECHANICAL UNIT,TIP. Q Zg^- O ><4 alzs• � "� n � G J RF.T[ O J II MECHANICAL UNIT BY OTHERS.ALUMINUM N (J HOUSING UNITS SHALL BE 6063-76 MIN. W R ALUMINUM SHEET WITH Fty-w KSI,°.125' 0.072'ORIII MIN.THICKNESS,STEEL HOUSING UNITS (3)-012 SAE GRADE 5 SHEET VVV/// Fy=33KSI MIN. METAL SCREWS FOR CLIPS 4• z o °.113'THICK � SHALL BE ASTM A653 ASTM A283 STEEL,GRADE 33,226A MLN.(t=0.0299'. LONG.U7LIZE(4)-$12 SHEET 1-4 FOR CUPS STEEL,TYP. SHEET'METAL SCREWS-012 SAE GRADE 5i/, LONGER TTHAN METAL SPITCHES MIN.CREWS THREAD SPLANE FOR CLIPS 4•LONG. 0.072.OR 0.113• !. '//. FOR EACH SMS,TYP. m U g UTriIZE(4)412 SHEET THICK ASTM A283 G AL SCREWS FOR STEEL CLIP.TYP. , (1)OR(2)ANCHORS g CLIPS LONGER THAN 4•. BASE OF UNIT PER ANCHOR - B TYR BE FLUSH.7 BASE / r a OF IIP,NO SPACE % 3/6�SCHEDULE de PERMITTED.TYP. L. d °O HOLES,NOT TO BE USED BSTRATE ++�I ANCHORS.TYP. SUPER'i / I ._.. ._1_///r.�. l ANCHOR a II SCHEDULE .375" o.7s •• 2" TIE-DOWN CLIP - � • • • • 4 NCHOR DETAIL • • • y . • • • '• •Il'Sp•.• : : ••• 3 3.0 1'-0• DETAIL �YFINRiRNgLB90u®OPE FACTORY M6LED y,,•p HOLES; 0' i CLIP IS DESIGNED FOR FULL 15-2378 B & P7P(1)OR(2)ANCHORS iE- O CONTACT WITH THE BASE OF EACH 'S FROM 2•CLIP ANCHOR 1 MECHANICAL UNIT,TYP. sOUm RLS. SCHEDULE,TYP. PAGE DESCRunw 6 2 2" CLIP ISOMEM&DETA$L: 3 N.T.S. • •• MqR • • • • • •• • • • • _. �PBENRARDD,P.E TABLE 1:Vult=175 MPH,EXPOSURE C TABLE 2:Vult=175 MPH,EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGHVELDCITY HURRICANE2ONE') (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) X�1111 _ ALLOWABLE ROOFTOP HEIGHT 00 ALLOWABLE ROOFTOP HEIGHT(H) TIE-DOWN CONFIGURATION TYPE MAXIMUM I TIE-DOWN CONFIGURATION TYPE WE 2It SURFACE AREA OF UNIT UNIT SURFAC MAXIAREAMUM OF UNIT UNITrlUNITY LARGEST HEIGHT WIDTH Cl Q Q CLL UNITS LARGEST XD6XT WIDTH QC3 C4 � t ..FACE FACE '' 6 FTs 24*MAX 12°MW WA ATGRADE AT GRADE Hs2ooFT 6FT- 21.MAX 12°MIN N/A ATGRADE AT GRADE XS200F7 / X ui t 9 FT' 3r MAX 15"MIN N/A AT GRADE ATGRADE HS60FT 9FTs 32 MAK 15°MIN I N/A ATGRADE WA HS30FT UI a QW (007 `- 4FT- AT GRADE 1 H5200 FT HS 30 FT H:;2W FT 4FT2 ATGRADE H52W FT ATGRADE H52W FT {701 uZ,B ` C'. 6FTs AT GRADE H540 FF A7 GRADE H5200 F7 6FTs H515 FT ATGRADE H52W FT N/A p p W •NiJ $ I 9 FP 48'MAX 24°MIN N/A ATGRADE ATGRADE H S 160 FT 9 FTs 48'MAX 24'MW 7 WA A7GRADE ATGRADE H 580 FT a U, J 32 FTs N/A ATGRADE ATGRADE HS40FT 12 FTs_ I N/A ATGRADE NA ATGRADE 16 FTs Y N/A ATGRADE WA ATGRADE 16 FTs N/A ATGRAOE N/A ATGRADE g 20 FT's N/A AT GRADE WA ATGRADE 20FTs WA ATGRADE N/A ATGRADE q �.MIN N/A AT GRADE N/A ATGRADE 25 FTs N/A WA N/A AT GRADE WA N/A N/A ATGRADE Or MAX 48°MIN 30FTs WA N/A N/A ATGRADE i 96 FTs N/A N/A N/A ATGRADE 36FTs _ _ WA N/A N/A ATGRADE *THS TABLE S PERMLASI(lLETO BE USED WITHIN 7IFEHVHZ WHICII COMADIS BROWARDAND 'THIS TABLE IS PERMISSIBLETO BE USED VMM THE HVHZ MHCH CDNFANS BROWARDAND („) MIAMI-OADE COUNTIES CHECK WITH LOCALAUTHORITY HAVING DIRSDICION FOR THEAPPLICABIUTY ,ay N OF THIS CERTAINMIAMI-DADS COUNTIES.CHECKWTTH LOCALAUTHORITY HAVINGIURISOKDON FOR THE APPLICABILITY z TABLE WITHIN CERTAIN FLORIOACOUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNDES. ,EitIJ" d Q� S i TABLE 3 :Vult=170 MPH,EXPOSURE CT Z reG i TABLE 4:Vult=170 MPH,EXPOSURE D O B'.;- (FOR USE WITH A FUSE CATEGORY STRUCTURE-) I�Fy} (FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) a e g O B QtN ALLOWABLE ROS-TOP HEIGHT BO ALLOWABLE ROOFTOP HEIGHT(Hl I+T ? V^ MAXIMUM TIE-DOWN CONFlGURATION TYPE TIE-DOWN CONFIGURATION TYPEMAXIMUM �JJod SUAFACEAREAOF UNIT UNIT Cl Q I Q [4 SURFACE AREA OF UNIT UNCI' ' I z v rD G �j UNIT'S LARGEST HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH C1 Q + Q T FACE FACE 74 6FTs 124°MAX 12'MIN N/A H5200 FT AT6RADE 60 FT<HS160 FT HS2W FT 6FTs 24'MAX 12`MIN N/A HS2WFf AT GRADE H52WFT m 6 60 FT<H 580 FT 9FT' 132'MAX 15°MIN N/A H S 35 FT 6DFT<H5200FT AT GRADE HS200FT 9FTs 3rmAX�wMIN N/A 60FT<Hs22WFT N/A H5200FT t1 g 4FTs ATGRADE H52W FT H5200 FT HS2WFT 4FTs AT GRADE S 6DFT<Hs2WFT 60 FT<H SIWFT H52WFT HSZ00FT H5200 FT 6 FTs ATGRADE HS2W60 FT<H52W Ft FT H540FT HS 2W FT 6FT- N/A H5200 FT 60FH91SFT FTI HSZW FT ae6 z €a 9FTs 48'MAX 24'MIN WA H52W FT AT GRADE 60 FT<H 580FT H9200 FT 9Fr 48°MAX 124'MIN N/A "SLS FT 60FT<Hs2W FT ATGRADE HS=Fr . j $ 12 FTs N A _....ATGRADE N/ H S00 2Fi ( AT GRADE p{ / 60 FT<H 5200 FT / 32 FTs WA WFT<HS320 FT N/A HS2WFT S s I6 FTsT A N`A • H52W 16 FTs N/A N/A WA FT Hs40FT - g __ •� •• E• • i I 60FT<H5200FT 5 20 FTs • N/A A•aIAO• • NA • H52W FT 20 FTs I N/A 0.T GRADE Wp HS4DFT ��t4 �•p _ • • 60 FT<H 5200 FT �& �}} ATGRADE Ds'G�IfWGlRL0H4AR]OPA 25 FTs ••WA•• ••'lYA • • .*- X 530 FT � yr�s ! WA WA N/A 60, AK 14W MIN f • �'�" •• 60FT<H52WFT; I ,60 FT H5200 FT -- 6D°MAX 49•MIN� _._ I 15-2378 30 FTs i N/A WA N/A AT GRADE ; 30 FTs ( N A N A N p AT GRADE SCALw NTS BOFT<H5180FT ! / / / 60FT<HSIW FT ►A4D D7'SCR7VRON: 36 FP • NA• •WA f• H • •ATGRADE 36 FTs N/A WA WA ATGRAOE ! 'AS AN ITT HAVING J TABLE S PERMISSIBrE E P ��'Fy•C�H •AS AN E1IAMPLE,THS TABLE S PERMSSIBLE70 8E USED WIT111N PAtbl BFACII COUNTY.CHECK WI1H LOCAL AUTHORITY HAVING JURISDICTION FOR THE"OF M_•T11 RID`LC AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OFTHSTABLE WITHIN CERTAIN FLORIOACOUNTIES. d • • • • • • • • • • • •• •• • • • •• ••